HomeMy WebLinkAboutH_5140_S<J; z " 0 " a: 'ii w Ll .m
'.?:
::J C z "' . ,n
z: :z l!l u .. C " z ~ :;:;
~ C ~ u C C 0 0 u ;).) .. a: " q
I □ B X
~
·(
J,)
I
).
,,.
CITY OF
COSTA
MESA
\/l(fOll!A .
r-1
••-•+ I ,9TH
.. ..
OIi
\ i\
/'! Li·
.,,
C' ,,
""
ST
• 0 • • ◄
'
,,. 0 l/4 1/2 3/,i I _ .. _. ___ _
GU.MOC SCME IN MIi.ES
SYMBOL LEGEND
♦ POWER POLE
0 MANHOLE
FIRE HYDRANT
□ METER BOX
-®-VALVE
f-POWER POLE ANCHOR
i). MONUMENT
-x-x-FENCE
BLOCK WALL
c:S? TREE
,!:;'-/ru SHRUBBERY ,,..,,,.
AA:A:,1,r ASPHALT PAVEMENT
~B BRICK WALK
I: :i_~~j CONCRETE
t d t:.u """"'--' .::I BU I L D I N G
EXISTING CONSTRUCTION
NEW CONSTRUCTION
---t-CENTERLINE
-··-s-SEWER LINE
-··•-w-WATER LINE
--0-GAS LINE
-£-POWER LINE
-TEI.-TELEPHONE LINE
-rv-CABLEVISION LINE
-51'-SPRINKLER SYSTEM
:t( STREET LIGHT
A
/ \ ''1 I I
"-1:!
.
( . ,J -
I\
U C ,
,o
. \
P.1,(11-!C V!! 0 MIMOIIIAl
PA l '-1
-,,_~R:;D,._. __ • \ J .. _.., _ _,
I I I --· ___ ,.,,_, ___ .,_ ,,.._. -. 0 •
04 4 e,,\-. ...._
PJ,;; ) ~~ / ~ . ,.
NIC. -NOT //V CONTRAC.T
v> -
( ' I \ , \ I I I I I
~ ~ -,~
I~ ~ '
--~
.,
'
~. ~ -~
i~ ~
, ' { '<} ~ \ I i
~ V
V
APPL I ES TO SPANS llETII/Ern BEllT 4'3
AllD llEl.lT 53 ; NEWPORT PIE.R •
EMERGENCY TELEPHONE NUMBERS
AGENCY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH(PJBLIC UTILITIES)
COUNTY SANITATION DISTRICTS
GROUP W CABLE OF CALIFOElNIA
COMMUNITY CABLEVISION
UNDERGROUND SERVICE ALERT
NUMBER
634-0251
895-0221
999-5715
640·2221
962-2 411 EXT 222
642-3260
720-2056
1·800·422-4133
NAME
DISPATCHER
CHET WRIGHT a
Bill. BADSGARD
Pll!JL MALKEMUS
CONTROL CENTER
CHARLIE ROMAN
DAVID ANTHONY
OPERATOR
I \
\ I
l1/ }
)
I l \ I } .
", ~ -
v
CITY
NEWPORT
PUBLIC WORKS
OF
BEACH
DEPARTMENT
NEWPORT PIER AND BALBOA PIER REPAIR
AND NEWPORT PIER BENCH AND HANDRAIL REPLACEMENT
.
~ '
r \
\ }
I~
\•~
V
" ---/
/
,-~
Ii 1 " \
l;r"
-
/
~
J7
VG
/
,,
1990-91
C-2805
/1,,-3/4 • I s" GALV. LAG SCREW
ASHER 'II /4" • 8"• 1e• BLOCK AllD W
c-i'ls" • 20 " STRINGER
t-,. 4"· 11;' ' STRINGERS /) f -.:. .:.~, SCRE.W ~ WASMER
~/
'. \,(, 16" GALV, LAG SCREW f. WASHER
w/ 4" x a"• 12· BLOCK
I ! <-PILE ,,
.A (TYP.l 1 12 • I • 2 CAP
( \j I lLJ . I .
-·--
APPL'IES TO SPANS BETIVEEtl BENT 43 AIID
BENT 47; BALBOA PIER .
DATE_9_-_2_Y_-_~_o~
APPUES TO ALL SPANS BETWEEH APPLIE5 TO All SPANS !!ElWEEN
BENT 18 AND BENT 49 ; NEWPORT Plt.R . BEm 10 ANO BENT 43; BALBOA PIER .
BALBOA PIER BENCH MARK
GENERAL NOTES:••
I. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT
SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL
PROVISIONS OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, 1988 EDITION, AND SUPPLEMENTS TO DATE.
2. BENTS ARE NUMBERED FROM INLAND OUT IN EACH PIER.
3. PILES ARE NUMBERED FROM WEST TO EAST IN EACH BENT ( WHERE
THREE !3l PILINGS ARE TIED TOGETHER AT THE TOP, THE OUTERMOST
PILING IS LETTERED "A", THE OTHER TWO ARE "B' AND "C" RESPEC-
TIVELY IN CLOCKWISE ROTATION ).
4. STRINGERS ARE NUMBERED FROM WEST TO EAST BETWEEN BENTS.
TYPICAL DRAINAGE DETAIL
n.t.s.
SHEET NO.
EXIST. HOLE OR DRILL. I ?z'' DIA. 1-\0LE
AT LOW POlt-lT _ --. - - -:{i(\f]t·":::' ... :,,:. ,; ·:
------
'----APPL'{ EPOJ:<'{ CC>IVIPOut,1D
i_-<d=i=D--_,-SEC\ARE AGAII-\ST A MEMBER
i O O (PILE, BRACE, ETC.) Wirt\ lloN-
c.oRP.0$1V E MATERIAL. C PN,C., oR
oouBLE DIP <:,AL,VA.NIZED)
I "'"_.;,-.,,,t'' DIA, ?.\/,C.. (l'lESISTAl'IT .TO • I-ULTRA-VlOLE.T UC::,HT 1 5Gl--\EDLJl.E. 40)
INSTALL AS NE.EDED ELJ30W/'5 TO
Avo,o TIM6E1' MEMBER:.
ls{ElCTEI-ID ,z" 8EVOND r MEM~ER ~ BRAC.E.
INDEX
DESCRIPTION
PLAN OF EXISTING FRAMEWORK
o.C.S ALUMINUM CAP (IE-69-68) LOCATED 1.6 MILES NORTHWEST FROM
POST OFFICE IN BALBOA TO ITS INTERSECTION WITH 19TH STREET;
ABOUT 250 FEET SOUTHEAST ALONG THE CENTERLINE MEDIAN OF BALBOA
BOULEVARD FROM THE CENTERLINE OF 19TH STREET, ACROSS FROM HOUSE
NO. 1812, SET IN THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN,
0.6 FEET HIGHER THAN THE ROAD. ELEVATION 5,486 FEET MSL, •
I __________ TITLE SHEET
2----------NEWPORT PIER UNDER DECKING
SCALE I"= 4'
;; __________ BALBOA PIER
BARBARA HAUSER NEWPORT PIER BE.NCH MARK 4 _________ NEWPORT PIER BENCH~ HANDRAIL REPLACEMENT
O.C.S. BRONZE DISK (TIDAL 3 (1926) LOCATED AT BALBOA BOULEVARD,
ABOUT 250 FEET EAST OF THE CITY DOCK, 120 FEET WEST OF THE MAIN
ENTRANCE TO THE POST OFFICE, 94.7 FEET EAST OF THE EAST CURB OF
WASHINGTON STREET, IN THE TOP OF THE SEA WALL, ABOUT 0,5 FOOT
WEST OF AN ORNAMENTAL LAMP POST, AND 0.4 FOOT LOWER THAN THE
SIDEWALK, ELEVATION 4,131 FEET MSL.
5 ________ DETAILS
H-'5140-S
SHT. OF 5
I
$
L ,r
1/) 0 '" a: ~
WI U) 1l mo w L ~ ,. ~v-'I" > C "' b 0 -z ~ ,f -2 3., l'll.t) l\l z 0 ~ ~ z ~ ' ill ,
~ I T • Q ~ . ~ 0 T ~ C
:t 8 0 ~ "' a: ~
0 □ ell ' 9
z ::l Q
CONSTRUCTION NOTES
PREPARE PILE FOR POLYETHYLENE WRAP/POLYURETHANE COATING,
CLEAN PILE OF ALL SURFACE PROTRUSIONS (I,E, NAILS, PROTRUDING
KNOTS, LARGE SPLINTERS, ETC.),
REMOVE EXISTING PILE AND INSTALL TREATED TIMBER PILE WITH
HIGH DENSITY POLYETHYLENE WRAP OR UNTREATED TIMBER PILE WITH
POLYURETHANE COATING • ..
•
0
0
8
0 0
0 0
0 0
f)--t)
NEWPORT
LEGEND'
Q B;llrTGli'£0 PILE
0 EXIST/NG P/LE
)::( PIER LIG,l/T/NG STAN04RO
• PILE REPLACEMENT @@
Q O O O O O O O O 0,
o o o o o o o o o o~
0-8{0 0 0 0 0 0 O 0
-0 • -e---e--e-o-o-e--e --o·-u-
PLAN
NEWPORT PIER
Sc4LE : I"= 4()
,
41-0--f~-o o o O 0 ,
0 0 0 L 0%
o o o E 0 -v--1,---t_ Q_
L/Gt/TING STD.
DECK: ELEV.
24,00;?
II II 11 II II II II 1111 q II I; II II II I' 11 IL ' 11 'I i I l1 ii I I '1 II I ·11 I l I! ! I \I II 11 I I!! J, 11 11 ,1 !, " II I I II 'I Li ll ll uuu II 11 11 II u u Li ll u u u
" ~ I() If\ ~ ¼J lt.j ..... llJ II: '!:\ ,:! ~ " \) ;:! ~ ~ ~ ~ ~ ~ ~ Cl: ,:! ~ 1-. . ... ' ' ~ ~ 1-.. ~ h. ' 1-. ~ I ~ ..!._ ~ I ~ ~ ~ Clj .... (lj .... 1 \1j t'l.j ....
' II II J' I I II ' ,, ,, 11 II I' 11 II 11 11 Ii II 11 II 1, I I ~II ,1 1' 11 ii 1, ii d ,1 ~ s:iU ,, 11 u lJ ;J u il <:,
"-~ Ill
PROFILE
NEWPORT PIER
$CALE: I"= 40'
NOTE: np/LE .LENGTHS Sh"c:>.NAI AR£
F'IN/SHEO L£NC5TH5".
ii II
II II ,I 'I ,, 'I u ~
11 II II II 11 II
II jl Ii I' ll I I
I I JI ii ,I 1I II ill I I I I II 1I II lJ Ll \\;i u u u L,
s:s "' ~ IIJ
l\l I<) ~ cy ~ " I\; ' ~ ~ II<:>
' "" 1-. ~ I ~ ~ <\J -!.. II\
C
p ii
ii u
PIER
\
0 \
0 \
.Q_ _\
0?" x .3"x 7'-oN GAL. l/ANIZE'P
STt!.t!.l /-IA/llPINS
WITN
,VIJTS ANO SPLIT 11/AS!llif(S.
1-:1:1180/f, ;;3"
Spacer and . Washers
0 ;;/ lap jo,nls of" slnngers
, 1 Bolf slnngers lhru c~
I\] wilh f''x 30 "bolls and
washers where shown.
Dri/j s/nngers to ca,c
wilh .f x Z4" drrft bolls
3" ---.q,;:J-fj---~ 4 Ga/v. fJo/1 where shown on plans
and. Washers. Joe nail :slr1nqer ends
w;fh -1~1151-,;cor,:ecl ,vof bolled, ,wlh 4oef nails
4il ,44 spik :7rid. T/2<:'.' above no:la-s
SECTION C-C app(y /4, all sec..l~J7S
S " , ca/e: I =4
&ALV. WWF 6 •6 -8•8
, ' LEN~THS, 10 -14 4';.15'' STRmGER;, Sit.. 111.• RUBBER EXP. JOINT
2"Al0" DECK i' • 4' BRIOGlt!C. (~OUl,\l) s", 16.STRlijGERS, SIE.
l:X. FUL.L SECTION
TYi? BENT NO. /0 70 25
....
cl' .._
,;:,
Hand rail defa11s ( 51=£
s11r. Na.4)
• \J
,I
IQ
I I I
ii i
I
I
DECKING
4" COA/Cl2ETE W/T,4'
cP"x i:;;"x Bx8 GALV.
W WF' ,!f 2" )( IO"
PLA/4/k::./NG
LJECKING
4" CONCt2ETE W/TN
G".x c;;" X 8 X 8 GALV.
W WP. 15 :2".x /0"
PL.ANk: /Ne
TYPICAL PILE CONNECTION DETAIL -... fl
1'
I
40'-o" GYMMETRIC.4L ABOLIT
rr G~x 2o n 5T"2/N'Ge:R) 4."x/C,"ST/2/NGER
~ 23" c-c: ,-.._ -7--,
~ ~ 2 / j ~ ~ 1 ~ 1t_ V, ~ ~ V i:;
I l2x/. ,, -3<G 1-0"' ..----
i\w.✓'x 2011
..... ,-
£XISTIN<'i1 ,,,_4 ll X /Id Ii
ST£2INGE,Q STl2INGEl2
I I 23" c-c -
II •
19 I ' I
I I ~ 4.,,.X8.,..,XZ4 1
I EXIST OR r REP...::.ACEMENT ·--... --,-I Lc7NC?//L/0/N.&L.
' ... 8RACI/I/<$'
I . ' '
I '
I ""'" "' t:: \::: c,. ,.. ,-
I-<: ' ' ' ' ' .. , L 7''-9ll 7-9" I
I
EX. ONE-I-IAL.F SECTION
TYP. BENT NO. 5.3
SCALE: 1 11 = 4'
l.'71 D'.ETERICH-POST 21018 .003
,4 ' ;:-
-,--,
~
\
'
'
~I-f--..
'
~ pr -
' i
I
SYM"A?ETR'✓CA,t.. ABOUT
NOT ro gc4L. E
40'-0"
4 "x JC::, " 5T,2/NGE.Q 23.1, c-c
4"X 8"X 2'4' I.J.o.--t,EK/57. OR
EX. ONE -J./AL.F SECTION
TYP. SENT NO. 50 TO BENT NO. 52.
.5C4t..E _-/ "=' 4 '
RE PLA C.e'M,E',,\/T
LONGITUO/NAL
BR4C/NG
I'
DATE BY
2-I",, 2'' &,,u J/,t1A/1 i? c: o eo,r,;, .,,.,, TH
.A/,:, 7<' 4// 0 _:,;,:,,:::; T W ,4 6h' GRS
------------------ ----
------------
Al.TifRNATIVE NA✓RP.t/11~ r A/. r. ;1?. J
A'EF. l'IER INSPECTION REPORT, PATEP tJEC. 1~9
REI=. PlAN : H-4"J57-S
DESCRIPTION APP'D.
REVISIONS
APPROVED
PUBLIC W
, R.E. NO / ,Z. f1« •
DATE.. 9~ 2-fr-90
DESIGM::D
G.W.
CHECKED
L.O.
DRAWN
. ·'d . .m.W~
OAlE
09/19/90
DETAIL L,!
TYPICAL £NO OF BRACE
SC.4L.6 -· /"':: 4"'
.0/A60N.4,C. £),:Ck' 8..R .4 C /.A/6'
l/A/O.:' If' :S ;r .R /A/6.f'.RS
,C-2805
NEWPORT PIER REPAIR
BENCH AND HANDRAIL
REPLACEMENT
CITY OF NEWPORT BEACH H-5140-S
PUBtlC WORKS DEPARTMENT SHEET 2 or 5
I
I
D£CK cl£V. zs.oo
,M. l.l. W.=0. 0
II II JI II
II
ii II II II
II 11 II II II
EX. PLAN
BALBOA PIER.
SCALE : /11 e: 40'
II Ir II II II II II
II II II I If II II u u tl u u " II II II I u u u u 4PP/70J( . .e.!l l'?T f!,fUO LINE ~ u LI ~ " ~
~ " ~ ~ (l) ~ * ~ ~ s:i ~ .EX PROFILE ~-I)" ~ ~ ~ ~ ~ h. " h. h. 1-.. ~ ~ BALBOA t ~ ~
i'(j tii1 (l) ~
CONSTRUCTION NOTES
@ PREPARE PILE FOR POLYETHYLENE WRAP/POLYURETHANE COATING, Ct1;:AN PILE OF ALL SURFACE PROTRUSIONS (I.E. NAILS, PROTRUDING KNOTS, LARGE SPLINTERS, ETC.).
REMOVE EXISTING PILE AND INSTALL TREATED TIMBER PILE WITH HIGH DENSITY POLYETHYLENE WRAP OR UNTREATED TIMBER PILE WITH POLYURETHANE COATING
DECKING
4" COA/Cl::JET E O//cY2 c;;;n,, c;N x 8 ..-8 G4LV. w w,c; d 2"x /0µ P,.4NK/,(/G
w'x 20' ST/ZINGER
0
•
SCA.LE:
PIER
I"= 40'
II II
II 11
u u
4•..-B':'.;-!?41
EXIST/NG OR REPL4CEMENT L0NG/TC/O//4/AL
8'24C/A/G
7'-9" 7'9"
GX. ONE -/./ALF SECr/ON(TYPICAL}
BENT NO. 43 TO BENr NO. 47
SCALE : I"-= 4'
1/7l O:ETERICH-POSi 21016 ,003
0--
0
0
0
II
II u
I
10
0-
0
0
Q
! -
"
11 II II
II II II
u u u
-l)
(\J ~ ~ ti:
h. .... ~ Cl) t
11 ~
I • ' . I
11
II u
~
~
i-.
~
BALBOA
11 II
II ii
u J
ll
N. T. S.
-------------------
PIER
----' -. ', -·-1 -==== . -=--I
\t--_ --' ---1----
N .T. 5.
/Jlock be/ween pt1es
and !x,/1 lhn.c
/!or -fi9Af -f'if
1
--.__ 8 WRAPS 5/s" GALV. STf:EL
CABLE ( 3/a" x 5" qALV. STAPLE
AT E.ACH CROSSING OF PILE.$).
3-/"6alv. Bolls wilh
.,....ri"l"t<--,· Washers.
8 t,y'raps J"Ga/v. Sfe-,/ Cable • . J x.5J3ak Sfa;:ieaf each crossm_g of' pile.
TOP VIEW
ICK DOUBLE DIP GALV.
P£.E OETAIL(TP'P/CAL}
tf/.Z'.9.
WASHERS .
ATS. SECURE WITH ( OOUBLS
JS, NUTS , t SPtlT
I
PILE CAP
Q
-1
EX. Fi.IL..£ SECT/ON (TYPICAL)
FOUR-PILE BENT
,SX/ST 4n;r /G"
ST £/NGE"k:S
CONC. OEC.K/NG TO i}G ,l2EMOVEP
: PILING "4CCESS OPENING DETAIL (TYPICAL)
/:?O'-o"
'i-A-A
"l-EX. SIDE ELEVATIONS ~ " /..ON6/Tl/DAIAL. BRACES
~ SCALE: /'1= 4,
IQ
STRI.AJG£R5
---------------------
G"x 8' 0/.4GON.4L BRACING
DATE BY DESCRIPTION
APPROVED
r::J.t2Jt.L
i;,UBLIC WORKS O!~ECTUR
R. E. N 0. '---=-'.E!<>'---j
o,re -2.1-<-
DESIGN,,
'-l',W.
DRAWN
.,d.m.w.
C-2805 _.
BALBOA PIER REPAIR
H·5140·S li'Er. PIER INSPECT/OIi! REPORT, JJ/J[EtJ DEC. /")8') REVISIONS CHE.CK ED
l D.
CITY OF NEWPORT BEACH
PUBLIC WORl<S DEPARTMENT $HEE\ ~ Of _5
0: IJ.J Ill
··~···
::J z
I'.') z
~ n: □
(
' .! I
Eastside
' . 8-0 MAX.
, N
8 -o MAX.
. '3"x !O"x 24' s 4 S 4
-,t, H ,
.3 x,:;, ~.Z4 54.S
TOP 01=" €,r'IST. P.a.(!. au,<:B
{MA><'.)
TYPICAL SIDE ELEVATION OF PIER WITH HAND RAIL
N. T. 5.
1-4------,,--------------------< 8 )------------------------i---:J.feE-r EXIST. H4NORAIL
79.5 421'
MeET eXIST. HANORA/l.
f,,t------------------------{5 8 ~1---------------------,,--i-,--------------{
CONSTRUCTION NOTES
0 !,AII..INGS AND POSTS Sf,ALL E<E PRESSUF,E,TREATED WITH AT. LEAST
0. c:ci I'". C .1°. AMMON !/.\CAL. COl"PER ARSENATE ( ACA) OR CHROMATED
COl'tf'e,R /-\F,SENATE PRIOR TO CONSTF,UCTION PER ANEF'1CAN WOOD
PRc:SEol:NERS' /\SSOC !AT ION STAI\IDARDS.
® f;Ei•11JVE AE!A~IDONED 1.5" DIA. CONDUIT AND ABANDONED WIRE.
0 FfllJTECT EXISTING CDNOUIT:3 AND SUFPORTl'l IN PLACE.
0 !NSTF1L.L WOOD HANDflAIL F'Efl SECTION "/-\-A" OF THIS SHEET.
@ F<IZUlCATE EXISTING 1" DIA. ELECTRICAL CONDUIT TO THE OUTSIDE
DF NF,W HA~IDR./HL POSTS. USE NEW G!1L.VAI\IIZED STEEL STRAPS AT
EACH l•□OD SUPPORT TO SUPPORT EXISTING 1" DIA. ELECTRICAL
CONDUIT (TO BE D □l,E BY OTHERS)• •
0 F(EMOl'E E:<JSTING RAil-ING AND F'OSTS AS SHOWN t'ER THIS SHEET.
0 REl"IDl'E F'X!STIN,; elODD BENCHES AND REPL.ACE WITH NEW WOOD
BENCHES F'ER DETAIi.. THici SHEET,
@rlETIGHTEN BOL.TS ON EXISTil,G WOOD HANDflA!L.
0 INSTALL 4" X 6" WOOD POSTS (8' MAX. SPACil"G) WITH THRU BOLTS.
END VIEW
n.t.s. '
PLAN VIEW .
BENCH ¢ HANDRAIL CONSTRUCTION
l"c=50'
"L'' BRACKET DETAIL TYPICAL
n.t.s.
IZ'
Wirf-I 4-$0d W/;V~"COv#/E,R.S/NK
NAIL PER. PE:OeS'f'/ll _.,. ____
PROFILE VIEW-
BENCH DETAIL
n.ts.
("OtA. GALV.
l:t.l:CT.
---------3", 10", z4' S4S W / 3
-40d NAIL PER POST
" " I _ __:::::c--3 • G , 2.4 S 4 S ~<
W / 2 -40d /.MIL PER P06T
SECTION 11-A"
n.ts.
2'
Z"'x./0" DE_CI( BOARDS
DATE BY
Westside
-5/8'.x 14" G.4t.V. SOL.TS M'GAL.V.
,V(l'TS. V$£ 18" t.ONG GAlV, Bdt.TS
, .COR Posrs AB0Yl! Plt.E. o,v,: y' •
EE:A.-1. ~
GALV.
W/ I-G,/LV.
5"
NDUIT SUPPORT STRAP
DETAIL "B"
n.ts.
1i,"x1r,," STRINGE:R---
NEWPORT PIER EXISTING TYPICAL SECTION C-C
. • n.ts.
APPROVED
PUBLIC WORKS DIRECT08
R.E. NO. /2@,o,;:
•
DATrE-_:z.::..,?Jl..=.=-.ru., __ --l
DESCRIPTION APP'D. DESIGNED DRAWN G-W. d.m.w.
REVISIONS CHECKED DATE
L.0. o'l/1~/'lO
NEWPORT PIER
BENCH AND HANDRAIL
REPLACEMENT
CITY OF NEWPORT BEACH H-5140-S
PUBLIC WORKS DEPARTMENT SHEET 4 OF 5
}
(
•
(
I
l
' J
Li
MVD I.IN£
------
.....
7
A
i:'PICAL PILE PROTECTION
n.t.s.
SECTION A-A
n.t.s.
POLYETHYLENE WRAP/POLYURETHANE COATING
TIMBER PILE COVERAGE
BENT NO. PILE NO.
BALBOA PIER
DECK
ELEV. -----------=-=-=-------------=----
26 1
, . BENT NO. PILE NO.
25.0'
NEWPORT PIER·
DECK
ELEV.
MUDLINE
ELEV.
-10.0 1
MUDLINE
ELEV.
LENGTH OF
COVERAGE
(TO +9.0 EL.)
"""'
24 .. 0 LF.
LENGTH OF
COVERAGE
(TO +9.0 EL.) - ------========================
24
26
26
29
48
49
50
51
52
52
53
53
1
3
5
5
6
12F
16
17
2
9
10.
11
24.0'
24.0'
24.0'
24,0'
24.0'
24.0'
24.0'
24.0'
24,0'
24.0'
24.0'
24.0'
+1.7'
-0.2 1
0.0 1
-1.0'
-20.4 1
-21.7'
-23.5'
-24.7'
-24.0'
-25.1'
-27.0'
-27.0'
12.3 LF.
14.2 LF.
14.0 LF.
1.5.0 LF.
34 ,4 LF.
35,7 LF,
37.5 LF.
38. 7 LF.
38.0 LF.
3~.1 LF.
. 41. 0 LF.
.4J. 0 LF.
I • 7" , l , / ~ I
I : I
I JOIN §)(/SJ: (54wctrJ .. :re·· ,. ·, . . . . -....: --.c.::.....:-:.;_• --. VAR/AF.IL£
1•~/A/ l.=J'.l~~1'.S41•'·~tF"J I . • . • . I 1
l ,L J,
PLAN VIEW
n.t.s.
..... /11 DIA. t:14l.J/,
E'l.ECT. ( l.lGl-ff.S}
(!,4f. V. w._w. P.' ,:;':.-,:; "-#8
MR£#£$// 2'~AI/NI.A1VIJ1
0//ERlAP1 70 Be 77£.0-0AI
IV/ EX1ST. C!454NEI> M/fe /l?ESII
2EA. #" G4LY.
BOlT.S
T
I
I
I
I
I
I
I
I
CURB REPAIR DETAIL
n.ts.
.::i/6' "PIA. REBAR, 2 '1 MIN I /11 VAf
OVl!RI..AP, 7'0 Be 7tct?-ON
IV/ EXIST t!t.FANt:P REl.l4.i!
l'R/1/JI//$ /11 CJ/A. (!ON.OVIT
I" (ABANOONeO} . r-::::.
SIDE VIEW
R£F. Pt.AN.!J: H--1358-S (BA1.BoA ?/E/J'J I H-</9S7-S r.-v1=wfl:'tf'T' ?lcR)
APPROVED
PUBLIC WORKS DIRECTOR
1---+--+-------------t---, R.E. N0./?31tJI
Q,?,C,,-DAT
DATE BY OESCRIPTION APP'O, DESIGNED DRAWN ,;,.w. d.m.w.
REVISIONS CHECKED DATE
L.D. •9/t~ ')0
NEWPORT PIER REPAIR
BENCH AND HANDRAIL
REPLACEMENT
CITY OF NEWPORT BEACH H~5140=
PUBLIC WORKS DEPARTMENT SHEET 5 OF. 5