HomeMy WebLinkAboutH_5160_S§ ~ BAKER-
:c d ~ ., m l--ADAMS AVE. ORANG ® ~ m z CITY OF
l:! I;; COSTA C!) ~ :I MESA z" -.,; ~
'z: Ii!
COAST
COLLEGE
~ 0 m ~ -< ~
"'ORANGE
FAIRG t-CITY
OF
IRVINE
::::, m :c
IL
~ u
VICTORIA
19TH
PROJECT
LOCATION
VICINITY MAP
N TS
!!.' -<
ST.
SYMBOL LEGEND
----POWER POLE
VALVE
ST. •
E----POWER POLE ANCHOR
BLOCKWALL
= == = ASPHALT PAVEMENT
I: •. >· ,.=I CONCRETE
____ EXISTING CONSTRUCTION
NEW CONSTRUCTION
---i---CENTERLINE
---..S----SEWER LINE
-··-•--WATER LINE
---G---GAS LINE
-E-POWER LINE
-1EL-TELEPHONE LINE
).'.:( STREET LIGHT
...,,.... SIGN
RD. a.
ABBREVIATIONS
AC ASPHALT CONCRETE
CIP CAST IN PLACE
CLR CLEAR
CONT CONTINUOUS
DIP DUCTILE IRON PIPE
GALV GALVANIZED
EXP EXPANSION
HORIZ HORIZONTAL
ID INSIDE DIAMETER
INFO INFORt.tA TION
JT JOINT
MAX MAXIMUM
MIN MINIMUM
NTS NOT TO SCALE
OD OUTSIDE DIAMETER
oc ON CENTER
OPP OPPOSITE
PL PLATE
REINF. REINFORCING
ss STAINLESS STEEL
SW SIDEWALK
TYP TYPICAL
UV ULTRA VIOLET
VERT VERTICAL
WWF WELDED WIRE FABRIC
W/ WITH
EMERGENCY TELEPHONE NUMBERS
ML
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
(B00)624-B153
(800)611-1911
CALL TOLL FREE
1-800-422-41:33
BEFORE YOU DIG
CITY OF NEWPORT BEACH (UTILITIES DIVISION)
ORANGE COUNTY SANITATION DISTRICT
ADELPHIA COMMUNICA llONS
UNDERGROUND SERVICE ALERT
611
(949)644-3011
(714)962-2411
(714)680-4070
(BDD)422-4133
...
NIGHT
(800)624-8153
(800)611-1911
611
(949)644-3717
(714)593-7025
(714)680-4070
(800)422-4133
PUBLIC WORKS DEPARTMENT
g
J "' >-"' 0 i w z
LIDO ISLE BRIDGE
REPAIR
C-3538
DATE:
APPROVED: .,.t..,.LJ...,.J\\)~Cl~J .. r'""N,:,:G.,.;INE"":B_.,R .... ~ .. ::..J .. '. N=!,,~.,.·~·Fl\,---DATE:
NEWPORT BAY
flNLEY AVE.
c' "' 0 e,
-< LIDO ISLE 5
LA FAYETTE BRIDGE]
32nd ST.
BALBOA PENINSULA
"'"'o 31st ST. >-~ ~ « ~
::! 5
30th ST.
NEWPORT BAY
29th.ST.
LOCATION MAP
N.T.S.
• "
GENERAL NOTES:
1. 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 CONTRACTS
SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION", 1997 EDITION, AND SUPPLEMENTS TO DATE.
2. EXISTING UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO
BEGINNING OF CONSTRUCTION.
3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION,AND FINISH
TO ADJOINING IMPROVEI.IENTS.
4. HAN-PADRON ASSOCIATES IS NOT RESPONSIBLE FOR THE DESIGN OF THE ELECTRICAL
OR MECHANICAL WORK SHOWN ON THESE Pl.ANS. ELECTRICAL AND MECHANICAL DETAILS
AND NOTES WERE PROVIDED BY THE CITY OF NEWPORT BEACH .
RELATED PROJECTS:
1. WATER MAIN REPLACEMENT PLAN W-5296-S.
2. STREET ELECTRICAL IMPROVIEMENT PLAN E-5061-S.
DRAWING INDEX
SHEET· INDEX
1 COVER SHEET AND ORA WING INDEX
2 OVERALL BRIDGE PLAN AND DETAILS
3 REPAIR PLAN BELOW DECK
4 ABUTMENT REPAIR
5 SOUTH RAILING REPAIR ELEVATIONS AND PAINTING
6 NORTH RAILING REPAIR ELEVATIONS AND PAINTING
7 MODIFICATION TO SOUTH RAIL
8 NA~GATIONAL LIGHT DETAILS
~ESS1 ,.
. S-243
. 3-31-0
C-3538 ~ ~ ~;-•, • APPROVED
~ ~H ~ A LIDO ISLE BRIDGE REPAIR
1 ~ .-~ / COVER SHEET ~ HAN-PADRON ASSOCIATES t---+---+---------+-,.--..!DAlE AND DRAWING INDEX
::! ENGINEERS DESIGNED ~ 100 OCEANGATE. SUITE650 r-----t---t---_-_,,,,,-,.;;-------1--+:=T==. :-'!N""o'-+::-:=---"---"-"'"-l CITY Of NEWPORT BEACH H-516O-S LONGBEACH.CA90802 -.-.. QIEa<EI) DAlE
"-' (562)590-6032 DAlE BY 1£SUOPllut CF RE\1SKJNS NT"· S. Hard 5 06 03 PUBLIC WORKS DEPARTMENT SHEET 1 CF 8 ~----------------------:-----------------------------'-------------..J--L--.I...-------...J._--L____,~~~~u_..:..:.::;==-.;::.::.::.:::..:::.:.:.:..:.::::::.::.:.._J...,:.:......!.._~
. '
Sl e5 s
" "' '-' -"' ~ <o ~ ~
~ .,,
~
:;i
tl -]
'-' ~ .;; --'-' ~ ~ c§ -.;:;
" ~ ---.J -"-'
NEW CONDUIT AND WIRING
FOR NAVIGATIONAL LIGHTS,
SEE NOTE 5
SAND SHORELINE
SIDEWALK
EXPANSION JOINT
AT ABUTMENT
SIM
180"
RED LIGHT
TIMBER WALKWAY
REMOVE EXISTING NAVIGATION LIGHT FIXTURES,
INSTALL REPLACEMENT FIXTURES, AND CONNECT
TO EXISTING ELECTRICAL SYSTEM.
360'
GREEN LIGHT
180'
RED LIGHT
SIDEWALK
EXPANSION JOINT
EXISTING CONCRETE AND
ALUMINUM RAIL
SIDEWALK
CURB FOR ELECTRICAL WORK AT
ABUTMENTS, SEE NOTE 5 ~XISTING EXPANSION JOINT
~ , TYP. 4 PLACES)
L J /ASPHALT OVERLAY
EXISTING STREET LIGHT
EMOLITION OF EXISTING SIDEWALKS
REPLACEMENT OF SIDEWALKS BOTH SIDES.
NORTH SIDEWALK
NEW CONDUIT AND WIRING
FOR NAVIGATIONAL LIGHTS,
7
SIDEWALK
EXPANSION
JOINT SEE NOTE 5 (CAST INSIDE A
SOUTH RAIL ON BRIDGE) e----1 180'
FOR ELECTRICAL WORK AT
ABUTMENTS, SEE NOTE 5
RED LIGHT
SOUTH RAIL
ONLY
MODIFICATIONS TO SOUTH RAIL
NOT SHOWN, SEE SHEET 7
10"±
I I
ELECTRICAL SERVICE.
FIELD VIERIFY ACTUAL
LOCATION AND CONDUIT
CONNECTIONS
WEST ABUTMENT
5'-6"±
4'-8" CLR. SIDEWALK
( ;'
--7 \
LIMIT OF CONCRETE
2"f---\------=S::c1Dc::Ec:_:Wc:.ALK,::_:_:.:_R,::EM:;c0::_:Vc:..A:::.L ____ --l-_1:_' -..,.o-'-•--j
±
\ ~I
EXISTING #3 BARS
@ 12· o.c.
I
--.--+--
SEE NOTE 2 ---i----.__
I
/
KNEE BRACE BEYOND
TOP OF SIDEWALK
TO MATCH EXISTING
#4 DOWELS @ B" O.C.
SEE NOTE 2
f/4 BARS (CONT.}
4 PLACES
#4@ 8" o.c.
1"±
10•-11• TO CENTER OF ROAD
#4 DOWELS @ B" 0. C.
SEE NOTE 2
EXISTING f/3 BARS @ 12" 0.C.
SEE NOTE 2
EXISTING #3 TIES @ 12" O.C.
PROTECT IN PLACE
#5 BARS (CONT.)
PROTECT IN PLACE
1/2"
-H ' ...
I ;..,
EXIST. BOTTOM
OF CONCRETE
SLOPED SIDEWALK
SIDEWALK ----+--+-'P-+~
\
FORMING METHODS AND
DETAILS BY CONTRACTOR.-t----+.,--,---
SEE NOTE 3
' N.
0::
-_J t)
N
"'
! i ,-------------------,-I ---_____ -'
I 1 12" Ill 5-4" Ill :
1
,
1
r
GIRDER
I WATER PIPE FIBERGLASS I I, I
(SEE NOTE 6) CONDUITS _ 1 1
JI II : ADDITIONAL UTILITY : I I i
PIPES MAY EXIST ==~
(SEE NOTE 2)-__,
FLOOR JOIST
I
I
t
L_:~·=_J L~~~ ----------------------. -----·-------!
--'------------,omOM o, ,,,.7
FLOOR BEAM
(SOUTH SIDEWALK SHOWN, NORTH SIDEWALK SIMILAR)
RAIL AND SIDEWALK MODIFICATIONS
A SECTION
1"=1'-0"
7
MODIFICATIONS TO SOUTH RAIL, SEE SHEET 7
360' 180" J GREEN LIGHT RED LIGHT
REMOVIE EXISTING NAVIGATION LIGHT FIXTURES,
INSTALL REPLACEMENT FIXTURES, AND CONNECT
TO EXISTING ELECTRICAL SYSTEM. SEE SHE/.------,-
cI'~
~t,.\..~ r,."\\o
REPLACE WATER MAIN,
SEE NOTE 6
,,.------,----------------
~t,.-.r,G
OVERALL BRIDGE PLAN
1"=10'-0"
' ,.,.,
BACKER ROD
~ EXP. JOINT AT PIERS 1 & 2.
1 (EXP. JOINT AT ABUTMENTS
SIMILAR, SEE NOTE 4)
2·
SEALANT
BOND BREAKER
ABOVIE BACKER ROD
SIDEWALK EXPANSION JOINT
TYPICAL AT NORTH AND SOUTH SIDES
C SECTION
3"=1'-0"
@HPA
HAN-PADRON ASSOCIATES
ENGINEERS
OUTH SIDEWALK
EXISTING
CONCRETE RAIL
SIDEWALK
EXPANSION JOINT
AT ABUTMENT
ELECTRICAL SERVICE.
FIELD VERIFY ACTUAL
LOCATION AND CONDUIT
CONNECTIONS
NOTES:
--
----s
EAST ABUTMENT
ON LIDO ISLE
1. FOR EXPANSION JOINT SPECIFICATION, SEE "STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION" SECTIONS 201.
2. CONTRACTOR SHALL CUT THE EXISTING f/3 BARS AT THE LIMITS OF
SIDEWALK REMOVAL USING FULL DEPTH SAW CUT. DOWELS SHALL BE #4,
18" LONG, EPOXY BONDED IN 6" DEEP DRILLED HOLES.
3. CONTRACTOR SHALL COMPLETELY REMOVIE ALL FORMWORK UNLESS AN
APPROVED STAY-IN-PLACE FORMING SYSTEM IS INSTALLED. STAY-IN-PACE
FORMS, SUBMITTED FOR APPROVAL, SHALL BE PERMANENTLY ATTACHED AND
ALL CONNECTORS AND MATERIALS SHALL BE STAINLESS STEEL OR PLASTIC.
4. FOR EXPANSION JOINTS AT ABUTMENTS, SAW CUT EXISTING SLAB TO FORM
THE 2 1 /2" DEEP NOTCH.
5. FOR NAVIGATIONAL LIGHTING WORK AT ABUTMENTS, SEE STREET
ELECTRICAL IMPROVEMENT PLAN E-5061-S. FOR BRIDGE ELECTRICAL DETAILS
AND NOTES SEE SHEET 8.
6. FOR WATER MAIN REPLACEMENT, SEE WATER MAIN REPLACEMENT PLAN W-5296-S.
C-3538
LIDO ISLE BRIDGE REPAIR
OVERALL BRIDGE PLAN
AND DETAILS
100 OCEANGATE., SUITE650
LONG BEACH, CA 90802
(562)590-6032
CITY OF NEWPORT BEACH l--+---1-------------t-.---t::=:='=-'-"--l::DA-:-;;lE;;;---'-"--=--1
DAlE BY www,o, CF RE\'ISIONS ,,,.... u. s. Hard 5 06 03 PUBLIC WORKS DEPARlMENT
H-5160-S
2 CF 8
-H
b
I
"' I')
( A-35 )
( A-34 )
EXPANSION JOINT
D-1
BRIDGE GIRDER
186'-o" •
EXPANSION JOINT
STRINGER
(TYP.)
D-2
A-14
EXPANSION JOINT
FLOOR BEAM
(TYP.)
( A-1 )
--
EXPANSION JOINT
rt:==-=-=-__ --=Ji<r<t::c....:
( A-31 )
WEST ABUTMENT
ESTIMATED ACTUAL
DEFECTI.D. REPAIR TYPE DEFECT AREA [sf] REPAIR VOLUME REPAIR VOLUME
[cu ft] [cu ft] DEFECTI.D.
A-1 SHOTCRETE 53 15 D-1
A-2 SHOTCRETE 1.5 0.5 D-2
A-3 SHOTCRETE 4.5 1.5 D-3
A-4 SHOTCRETE 13.5 5.5 D-4
A-5 SHOTCRETE 9.5 3.2
A-6 SHOTCRETE 0.5 0.2
A-7 SHOTCRETE 4.5 2.5
A-8 SHOTCRETE 4.5 2.5
A-9 SHOTCRETE 4.5 2.5
A-10 SHOTCRETE 4,5 2.5
A-11 SHOTCRETE 7 2.3
A-12 SHOTCRETE 12 4
A-13 SHOTCRETE 6 2
A-14 SHOTCRETE 6 2
D-3
\ (A-12)
\_ BRIDGE GIRDER D-4
PIER 2
PLAN 1·=10·-o·
ESTIMATED ACTUAL
REPAIR AREA REPAIR TYPE DEFECT AREA [sf] [sf]
ZINC COATING 9
ZINC COATING 9
ZINC COATING 9
ZINC COATING 9
PIER 3
SEE DETAIL FOR
DIAGONAL
BRACING
(TYP.)
"GUNITE REPAIR AT
EXPANSION JOINTS"\
r'--;;';,;f
SIDEWAILK
COATING REPAIR
UTILITY
PIPING
EAST ABUTMENT
ON LIDO ISLE
REPLACE DAMAGED
GUNITE WITH SHOTCRETE
SEE NOTE 1
CLEAN AND COAT SURFACE
PER SPECIFICATION 1" SAW CUT
REPLACE DAMAGED
GUNITE WITH SHOTCRETE
SEE NOTE 1
{DECK SLAB
2x2 -W1.4xW1.4 GALV.
WELDED WIRE FABRIC
TIE TO EXIST. REINF. AND
WELDED STUDS AT 14"
INTERVALS WITH 14 GA.
GALV. WIRE
A-15 SHOTCRETE 7.5 • 2.5
EXISTING
REINFORCING
AT D-1. D-2. D-3. & D-4 GUNITE REPAIR AT EXPANSION JOINTS
A-16 SHOTCRETE 4 1.3
A-17 SHOTCRETE 4 1.3
A-18 SHOTCRETE 3 1
A-19 SHOTCRETE 4.5 2.5
A-20 SHOTCRETE 4.5 2.5
A-21 SHOTCRETE 2 0.7
A-22 SHOTCRETE ' 3 1
A-23 SHOTCRETE 3 1
A-24 SHOTCRETE 4 1.4
A-25 SHOTCRETE 2.5 0.9
A-26 SHOTCRETE 4.5 2.5
A-27 SHOTCRETE 4.5 2.5
A-28 SHOT CRETE 12 4
A-29 SHOTCRETE 6.5 2.2
A-30 SHOTCRETE 8.5 2.9
A-31 SHOTCRETE 5 1.7
..,
""' "' ~ ~
A-32 SHOTCRETE 1 0.4
A-33 SHOTCRETE 4 1.4
A-34 SHOTCRETE 6 2
A-35 SHOTCRETE 4 1.4
i ..,
~ '-' -e .a
"
2x2 -W1 .4xW1.4
GALV. WELDED
WIRE FABRIC REPLACE GUNITE
WITH SHOTCRETE
SEE NOTE 1
1 1/2"
-TYPICAL
COVERAGE
\_TYPICAL
COVERAGE
REPAIR AT DIAGONAL BRACING
3"=1'-0"
1" SAW CUT
· · · · · · x · · · ·x · · · ·x · · · x· · · . . . . . . . . . . . . . . - . . . . . . .
1"=1'-0"
1" SAW CUT
.--..--2x2-W1.4 x W1.4 GALV.
WELDED WIRE FABRIC
TIE TO EXIST. REINF. AND WELDED
STUDS AT 14" INTERVALS WITH
14 GA. GALV. WIRE . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .
3" CLR.
TYP.
REPLACE EXISTING
1/8"x3/8"x1 1/2"
WELDED STEEL STUDS
AT 14" O.C.
(NELSON TYPE R6P)
REPAIR AT BOTTOM OF GIRDERS,
FLOOR BEAMS, AND STRINGERS
3"=1'~o"
REPLACE DAMAGED
GUNITE WITH SHOTCRETE
SEE NOTE 1
t NOTE: LOCATION OF DEFECTS ARE APPROXIMATE-CONTRACTOR TO VERIFY EXACT LOCATION. : ® H PA
<3 HAN-PADRON ASSOCIATES --
1"=1*-0 ..
NOTE:
1. SHOTCRETE FINISH SHALL MATCH
EXISTING FINISH.
~ESSI~
P.
No.~-=-=«---,f'j
Exp,,_~
'?,""":~~:....-~
C-3538
LIDO ISLE BRIDGE REPAIR
REPAIR PLAN BELOW DECK
~ ENGINEERS
gi 1000CEANGATE,SUITE650 1---t--t----~_-;:;;;;,-------+---+===T=-. !.-"K·-+===--'-"-="'--1 CITY OF NEWPORT BEACH H-516O-S
~1..... _________________________________________________________________________ __._ _______ '
0_"G_<:_~"_>;._~:_~_i_08_02
_______ .__DA_:rt...,__BY_.__ __ DESCRF __ r_o._OF_REV1S1 __ 0NS ___ ---l'-APP--'D..J. '-CIE-a<ED_.s""' . ..!;lH~ar_..d.l:I.D_A_JE.,.5"'0.lli6"""'.:..&.-P_U_B..;U..;C_WOR ____ K_S......:..DEP::....;.AR ___ 1M=EN_;_T ___ ..J..Sl£ET_-=3---0F_..::8:.......J
. SOUTH WING WALL\
/BACKWALL
( B-13 ) ( B-14 )
EL. 118.45'
\ '0 ( B-11 ) I 'l// v;
\
I
I
f BRIDGE .
I I
I I
( ) I ( B-12 ) I ( B-15) B-8 I
~ ( ) i i 0 i r i B-1
~ I I I I ( B-9 ) I I I
~
~ I I I CONSTRUCTION JOINT~ I I !APPROX. ~ ½/ MUDLINE
/ B-6) [ B-10 ) ( B-16) ~ I I I I -,,,.,,., I ) I )
I I I I I
..,
~ <o ~ :g
t "' ~ :ii (.j -
l B-2
I
I
DEFECT 1.0.
B-1
B-2
B-3
B-4
B-5
B-6
B-7
B-8
B-9
B-10
B-11
B-12
B-13
B-14
B-15
B-16
B-17
[ B-3 ) r,,,. .,i
VZd~ ~r B-5 )
lr;z::a(B-4)
I
WEEP HOLE 7 PLACES
EACH ABUTMENT.
SEE NOTE 2
.
\
\
'
i
I
I
I
I
A
V
ESTIMATED
REPAIR TYPE DEFECT AREA [ sf] REPAIR VOLUME
(OR LENGTH [ft]) [CF]
TROWEL APPLIED MORTAR 3 1,0
TROWEL APPLIED MORTAR 3 1.0
TROWEL APPLIED MORTAR 25 8.5
TROWEL APPLIED MORTAR 2 0.7
TROWEL APPLIED MORTAR 14 4.7
TROWEL APPLIED MORTAR 6 2.0
TROWEL APPLIED MORTAR 3 1.0
CRACK SEALING (10)
TROWEL APPLIED MORTAR 8 2.7
TROWEL APPLIED MORTAR 6 2,0
TROWEL APPLIED MORTAR 6 2.0
CRACK SEALING (19)
TROWEL APPLIED MORTAR 7 2.4
TROWEL APPLIED MORTAR 4 1.4
CRACK SEALING (19)
TROWEL APPLIED MORTAR 3 1.0
CRACK SEALING
E3
( B-7 )
10.0' 5.0'
( B-21 )
I
( B-17)
i
I
I
I
I
10.0' 5.0'
ACTUAL
REPAIR VOLUME (CF)
(OR LENGTH [ft])
~APPROX.
MUDLINE
10.0' 10.0'
WEST ABUTMENT
ELEVATION
1"=5'-0"
(BACK WALL
.
10.0'
A
40"-50"
( B-22 )
i
I
I
I
I
i I
l BRIDGE
I
I
I 0 I CO,S,RCCOOS "'""'
EAST ABUTMENT
ELEVATION
1"=5'-o"
MIN 1• CLR. •
0 SECTION OF REBAR •1 d* __,__EXHIBITING LOOSE -t-1 Od*
MIN. CORROSION PRODUCTS MIN.
i-----EXTENT OF CONCRETE REMOVAL----1
• d ~ DIAMETER OF BAR
I ( B-23 )
( B-18 )
i \
I
I
I
I \
I
10.0·
STIRRUP OR TIE (TYP),__,_--•
• .--oo· 1,. I I
EXTENT OF
CONCRETE REMOVAL
MAIN REINFORCING BARS
5.0'
5.0'
/
10.0'
'
( B-19 )
i \
I
I
I
I \
I
II
II
II
II
)
10.0·
NOTE:
STIRRUP
OR TIE
i
I
I
I
I
MAIN REINFORCING BARS STIRRUPS OR TIES CB
TYPICAL CONCRETE REMOVAL AT ABUTMENTS
NOT TO SCALE
I
I
SECTION
N.T.S.
/ EL. 99.45'
NORTH WING WALL/
EL. 118.45'
( B-20 )
\ EL. 99.45'
/ MU DUNE EL. VARI ES
\APPROX. ;,-I MUDLINE ______ _J -
NOTES:
1.
2.
LOCATION OF DEFECTS ARE APPROXIMATELY, CONTRACTOR SHALL
VERIFY EXACT LOCATION.
DRILL 2" 111 HOLE APPROX. 1'-0" ABOVE HIGH WATER.
LOCATE REINF. AND DRILL A MINIMUM OF 1 1/2" CLEAR FROM REINF.
(19)
8-18 CRACK SEALING (19) ] C-3538
<.,
8-19 EPOXY INJECTION (19)
B-20 EPOXY INJECTION (19)
B-21 EPOXY INJECTION (3)
B-22 EPOXY INJECTION (3)
8-23 EPOXY INJECTION (3)
t ®HPA LIDO ISLE BRIDGE REPAIR
! HAN-PADRON ASSOCIATES ~· ABUTMENT REPAIR
" ENGINEERS ~ 1000CEANGATE,SUITE65□ -----1----t-----------+--i=:=::T.:::--K"-'le,e:.mcc,e4.~:-:-=IIN,---'-K"-.-"Le"--I CITY OF NEWPORT BEACH H-516O-S -.... LONG BEACH, CA 90602 1
Z.._ _________________________________________________________________________ .L,.. _______ c_562_l590-_60_32 ________ J-.DA_1E-L._8_Y-L. ___ DESCR1PTION ___ IF_RE\1SKlNS _____ l,.APP'D_:.,_· LOE_CKED""'s~ . .J:Hi,lla._r !.:d..D,._1E_.5L:::Ql0Gl.LQD3;u__:P:._:U~B::::LI::.:C::_:WOR:::::::K~S~D::EP:...:AR:::!:T'..:!:MEN~T-I9£ET=.:.....::4~<E::..._..'.:8:!....J
2
to ~ :g
{;
Ci ~ ~ '-'
PAINT RAIL
ABOVE SIDEWALK ~--,
PAINT RAILS
AND GIRDERS ---I
EXISTING
GIRDER--
( C-1 )
I
I
I
I
'p
I
3D.O'
C-2 )
iZ1?1ZZZZZJi
30.0'
• • •
I I I I
. \
\ \
\
\
'
' EAST ABUTMENT
I
C-3
I C-4
WEST ABUTMENT
I C-5
62.0'
r ALUMINUM HANDRAIL
NOT SHOWN
l C-6
62.0'
C-7
/
~ ALUMINUM HANDRAIL
•
I I
~--EXISTING
\
\
\
\
\
STEEL BRACE
EXIST.
CONCRETE
SURFACE
\
-\----
SIDEWALK
•
• • • • • • ■ ■ ■
\"'"BOTTO,
Of GIRDERS
■
CHIP OUT
MAX. 1" DEPTH
FOR CLEAN
BONDING SURFACE
EXISTING
CONCRETE
SURFACE
.
I
t PIER 3
I
62.0'
~ C-10 C-12 C-13
C-9
t PIER 2
A
·_
•
r
" "
l e-11 l C-14 C-15
SOUTH RAILING LOOKING SOUTH
ELEV 8II Qt:!
1''=10·-o"
PAINT BOTH SIDES, TOP, AND ENDS Of CONCRETE RAILS
62.0'
• • • • • • • • • • • ■
SOUTH RAILING LOOKING NORTH
ELEVATION
EXISTING
STEEL BRACE
REMOVE TO SOUND
CONCRETE OR
STRUCTURAL STEEL
SECTION
1 1/2=1'-0"
1 "=10' -0''
. t WEST ABUTMENT t PIER 2
I
I
I 62.0' 30.0'
C-16 C-21 C-22
f C-17 f C-18 ( C-19 C-20
BRIDGE DEDICATION PLAQUE.
REMOVE, CLEAN, POLISH,
RE-LACQUER, AND
RE-INSTALL PLAQUE
~ PIER 3 EAST ABUTMENT
62.0' 30.0'
• • • • • • • • • • • • I I I II' • ■ -■ ■ I I I I I I
ESTIMATED ACTIJAL
DEFECT 1.0. REPAIR TYPE DEFECT AREA [sf] REPAIR VOLUME REPAIR VOLUME
(OR LENGTI-l [ft] [cu ft] [cu ft]
C-1 TROWEL APPLIED MORTAR 3.5 1
C-2 TROWEL APPLIED MORTAR 11 4
C-3 TROWEL APPLIED MORTAR 2 0.6
C-4 SEE TYP. KNEE BRACE DETAIL 0.25 0.25
C--5 SEE TYP. KNEE BRACE DETAIL 0.25 0.25
C-6 SEE TYP. KNEE BRACE DETAIL 0.25 0.25
C-7 SEE TYP. KNEE BRACE DETAIL 0.25 0.25
C-8 TROWEL APPLIED MORTAR 4 1.5
C-9 SEE TYP. KNEE BRACE DETAIL 0.25 0.25
C-10 TROWEL APPLIED MORTAR 6 2
C-11 SEE TYP. KNEE BRACE DETAIL 0.25 0.25
C-12 TROWEL APPLIED MORTAR 2 0.6
C-13 TROWEL APPLIED MORTAR 6 2
C-14 SEE TYP. KNEE BRACE DETAIL 0.25 0.25
C-15 SEE TYP. KNEE BRACE DETAIL 0.25 0.25
C-16 TROWEL APPLIED MORTAR 3.5 1.4
C-17 SEE TYP. KNEE BRACE DETAIL 0.25 0.25
C-18 SEE TYP. KNEE BRACE DETAIL 0.25 0.25
C-19 SEE TYP. KNEE BRACE DETAIL 0.25 0.25
C-20 SEE TYP. KNEE BRACE DETAIL 0.25 0.25
C-21 TROWEL APPLIED MORTAR 1 0.5
C-22 TROWEL APPLIED MORTAR 4 1.25
NOTES:
1. LOCATION Of DEFECTS ARE APPROXIMATE -CONTRACTOR SHALL VERIFY EXACT LOCATION.
2. DO NOT PAINT WOOD, ALUMINUM HANDRAIL, OR STAINLESS STEEL ITEMS.
i C-3538 ~ " ! TYPICAL KNEE BRACE REPAIR DETAIL /fPrt H pf A LIDO ISLE BRIDGE REPAIR
f , ,12·=r-o· ~ ~ SOUTH RAILING ~ HAN-PADRON ASSOCIATES ~-REPAIR ELEVATIONS & PAINTING
~ ENGINEERS DRAIN
§ 1ooocEANGATE,SUITE650 t----+--+------------+--+==""T"-'. K=·-+,--,~=K---=L"'-e -I CITY OF NEWPORT BEACH H-5160-S
--i LONG BEACH, CA 90802 O£a<ED DATE
,:.:.._ _____________________________________________________________________________ .._ ________ (ss_2_is_00-_603_2 ________ ...J.._DA_1E-1-_BY_..,1_ __ DE_SCR1P __ P11_KlN_OF_RE'i'ISIONS _____ ..1_APP'D_.J· 1.....___.S;:.. . .J:HlllaiLlrdw____.S~O:i..6.:..0.!:.3..i.......::P..:U:.:8:.:U:.:C:....:;WORK~;_:S:..::D:.:E::.P.:..AR::.:.:;lM::,:EN=:..T:...._.-1.SHEET _ _::5~0F-_;8~J
WEST ABUTMENT
30.0'
PAINT RAIL
ABOVE SIDEWALK--,
C-23
EAST ABUTMENT
30.0'
C-38
PAINT RAILS
AND GIRDERS --4
C-39
DEFECT 1.0.
C-23
C-24
C-25
C-26
C-27
C-28
C-29
C-30
C-31
C-32
C-33
C-24
62.0'
C-25
62.0'
PAINT BOTTOM
OF GIRDERS
REPAIR TYPE
SEE NOTE2
SEE NOTE2
SEE NOTE2
SEE NOTE2
TROWEL APPLIED MORTAR
SEE NOTE2
SEE NOTE2
SEE NOTE2
SEE NOTE2
TROWEL APPLIED MORTAR
SEE NOTE2
C-26
C-40
DEFECT AREA [ sf]
(OR LENGTH [ft]
0.25
0.25
0.25
0.25
2
0.25
0.25
0.25
0.25
2
0.25
1 "'"
C-27
C-28 C-29
62.0'
C-30 C-31
NORTH RAILING LOOKING NORTH
ELEVATION
1"=10'-0"
EAST ABUTMENT
62.0' 30.0'
C-32 C-37
C-33 C-34 C-35 C-36
PAINT BOTH SIDES, TOP, AND ENDS OF CONCRETE RAILS
t PIER 3
ESTIMATED
REPAIR VOLUME
[ cu ft]
0.25
0.25
0.25
0.25
0.7
0.25
0.25
0.25
0.25
0.7
0.25
62.0'
XISTING ALUMINUM
HANDRAIL
C-41
NORTH RAILING LOOKING SOUTH
ELEVATION
1"=10'-0"
ACTUAL
REPAIR VOLUME
[ cu ft] DEFECT 1.0.
C-34
C-35
C-36
C-37
C-38
C~9
C-40
C-41
C-42
C-43
C-44
f PIER 2
C-42
REPAIR TYPE
SEE TYP. KNEE BRACE DETAIL
SEE TYP. KNEE BRACE DETAIL
SEE TYP. KNEE BRACE DETAIL
CRACK SEALING
TROWEL APPLIED MORTAR
TROWEL APPLIED MORTAR
TROWEL APPLIED MORTAR
TROWEL APPLIED MORTAR
TROWEL APPLIED MORTAR
TROWEL APPLIED MORTAR
TROWEL APPLIED MORTAR
62.0'
EXISTING TIMBER SIDEWALK
(DO NOT PAINT)
C-43
ESTIMATED
DEFECT AREA [ sf] REPAIR VOLUME
(OR LENGTH [ft] [cu ft]
0.25 0.25
0.25 0.25
0.25 0.25
(10) .02
2 0.7
2 0.7
3 1
3 1
2 0.7
1.5 0.5
18 5.5
NOTES:
d_ WEST ABUTMENT
I 30.0'
C-44
ACTUAL
REPAIR VOLUME
[cu ft]
1. LOCATION OF DEFECTS ARE APPROXIMATE, CONTRACTOR TO VERIFY EXACT LOCATION.
2. FOR TYPICAL KNEE BRACE REPAIR DETAIL, SEE SHEET 5
3. DO NOT PAINT WOOD, ALUMINUM HANDRAIL, OR STAINLESS STEEL ITEMS.
C-3538
~ H pf A LIDO ISLE BRIDGE REPAIR
'J;£E} ~ NORTH RAILING
HAN-PADRONASSOCIATES ~-REPAIR ELEVATIONS & PAINTING 0 ENGINEERS ~ 1ooocEANGATE.su11Esso 1--,--+-----------+---+==T=.:--'-'K'--. --l-=cllRA=ll'Nc---'K"-.-'=L"--le CITY Of NEWPORT BEACH H-5160-S ~ LONG BEACH, CA90802 APP'D. atEa<ED DAlE 6 8
"''-----------------------------------------------------------------------------------(56-2)-590-_60_3_2 _______ __._o_A1E__._BY _ _._ __ IIESOllPllCN ___ OF_RE\1SQIS _____ ..__ ..... _,..s._H~a<l.rd:.:.... ___ 5~0:2,6.,.0.,,_3~-P-U_Bu_c_wo_R_K_S_DE_P_A_R_TM_E;_N_T_..J...SHEET_-=-_OF_;:..,_,i
1'-6"±
,-------~--------c--. j
!
.•. · ·_.· • r~1 DEMOLISH CONCRETE TO
'ii,
I ;,.
REMOVE AND RELOCATE
NA~GATIONAL LIGHT
CONDUIT AND ELECTRICAL
SYSTEM MOUNTED ON THE
SIDE OF THE BRIDGE,
SEE NOTE 1 --,
-H • ,,.,
I
N
EXISTING
STEEL GIRDER _ _/
-H • ~ -0 -
NA~GATIONAL
LIGHT CONDUIT,
SEE SHEETS 2 & 8
EXISTING
STEEL GIRDER
TOP OF
EXISTING SIDEWALK
I
I I I
#4 TIES
AROUND
POCKET
I
. TOP OF STEEL GIRDER
I
I/ .,;,r .
••. • . • / r' REMOVE CONDUIT AND
',, •. •• I RAIL LIGHTING NOT IN • · I SER~CE, SEE NOTES 1 & 2
" " II
" " II
" " II
" " II
" ii~ " I ii i
" "
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
I
SAW CUT 1" DEEP EACH SIDE
BOTTOM OF CUT SHALL BE
FLUSH WITH TOP OF STEEL
TOP OF L EXISTING SIDEWALK
-1
__ _J
RAIL DEMOLITION
1 DETAIL
2 1 1 /2" =1'-o"
PIPE. RAIL
FILL TOP 1" OF POST POCKET
WITH NON-SHRINK GROUT AND
SLOPE TOP CEMENTITIOUS TO
DRAIN AWAY FROM POST,
ALSO ADD GROUT TO POST
POCKETS ON NORTH RAIL
2 1/2"
CLR.
4-#4 CONT.
4-#4 AT
EACH POST
1 /2" RECESS,
SEE ELEVATION
ELECTRICAL SYSTEM
AND CONDUIT, SEE NOTE 2
,------
_J
L,,_i
RAIL MODIFICATION
B SECTION
1 1/2"=1'-o"
30'-o"±
6'-o• MAX.
1· ±
s· s" I
F==ib
II '
0
s·-o· MAX.
NA~GATIONAL
LIGHT CONDUIT
TYPICAL
OUTSIDE OF BRIDGE
CONTRACTOR SHALL SUBMIT
CONDUIT EXP. JOINT DETAIL
FOR APPROVAL. DETAIL SHALL
ALLOW 1" JOINT MOVEMENT
2
L=~~ -• =~~~==========--------=====--------=r=1:1==1=== ( _:_.__ ', ,---..._ ...
' \t
RAIL POST POCKET
CORE 3" 0 HOLE
INTO EXISTING
CONCRETE-~
TOP OF PIPE RAIL
AT APPROACH SHALL
MATCH TOP OF PIPE
RAIL ON BRIDGE
I==-=====-===-==
EMBED RAIL POST
IN C.I.P. CONCRETE
#3 HORIZ.
TOP PROFILE
TO MATCH
EXISTING
• 0 -
SAW CUT 1" DEEP 1
EACH SIDE 1
EXISTING
EXISTING
CONCRETE RAIL
EXP. JT. AT
WEST ABUTMENT
EXISTING TOP OF
CONCRETE RAIL
ON APPROACH
__ __J
RAIL MODIFICATION
C SECTION
1 1/2"=1'-0"
INSIDE OF BRIDGE
(DECK SIDE)
RAIL PLAN -SOUTH SIDE
2"¢ ALUMINUM
PIPE RAIL
THIS SECTION OF ALL POSTS
TO BE PAINTED WITH ' BITUMINOUS PAINT ~
3/4"=1'-o"
2•0 ALUMINUM
PIPE RAIL POST
RAIL POST
POCKET
EXP. JT.
AT PIER 2
TOP OF CONCRETE
I
'oo ,--------,-o-+,-/,...47"±----;___;;=t----Ht+H--, i,,
~-:t==:::L 't'.J
1" EXP. JT. AT
WEST ABUTMENT
I I L' '.J :__ '.J
II
_J;:= = = -------< __ >----_:: ==:: ='1-
11
II t=:= - ----I I------ ---
11
1---- ----------i r---- ---
II
1------_JL -----
RAIL ELEVATION AT SOUTH SIDE, LOOKING SOUTH
EXISTING
HORIZONTAL BARS
A SECTION
3/4"=1'-0"
RAIL POST
#3 VERT.
DO NOT CUT EXISTING
VERT. REINFORCING
PROTECT IN PLACE
1"rCLR.
+---+-'--------'--+---,,'---.....,,..--+-----
SAW CUT 1" DEEP
EACH SIDE
PROTECT EXISTING
HORIZONTAL AND
VERTICAL BARS
2
3"
CUT EXISTING
REINFORCING
DETAIL
#3 HORIZ.
®HPA
HAN-PADRON ASSOCIATES
' -,--7 \ '-~ \
--:::::c: • -
EXP. JT. AT 7
EAST ABUTMENT
_J
... \
rCAP (TYP) 'Y
I I I I
-,---I I -RECESSED PANELS ~ --TO MATCH EXISTING
ON NORTH SIDE --I J I
I
I
I I !
I I I I -,.. -
I I
,..
I I
L' '.J
I! I
I I
I I ---·--~---------
II ~--------'r=·· ---------- ------~
--------I, -= ~------------,.. -,..
II
---------;r-~= ~---------~-----~--------------
I,
~ ------ - --------, r---- - ----------------
--'L -_____ __J ------_J -----------------
EXP. JT. AT ]
EAST ABUTMENT
NOTES:
1. VERIFY SOURCE AND NOTIFY THE CITY OF NEWPORT BEACH
PRIOR TO DISCONNECTING ANY WIRING.
2. FOR ACTIVE ELECTRICAL SYSTEMS EMBEDDED IN CONCRETE,
PRO~DE TEMPORARY SYSTEM AND RE-INSTALL ELECTRICAL
SYSTEM IN NEW CONCRETE RAIL. REPLACE EXISTING CONDUIT
AND FITTINGS WITH NEW. SUBMIT DETAILS TO ALLOW 1" MOVEMENT
AT EXPANSION JOINTS.
C-3538
LIDO ISLE BRIDGE REPAIR
MODIFICATION TO SOUTH RAIL
ENGINEERS
100 OCEANGATE, SUITE 650
LONG BEACH, CA 90802 1---+---+--nn-.,..,..---------+--+==S=". H=ar=d+-=~T.--'-'N""'-Jo CITY OF NEWPORT BEACH H-5160-S
DAlE BY DESCRIPll\M CF RE\1SDIS APP'D. OIE~ Ha PUBLIC WORKS DEPARlMENT SHEET 7 CF 8 ,:.:L... ___________________________________________ _.;. _________________________________ ..._ __________________ ...,_ _ _,_ _ __. ____________ _,__...L_...:....i.i.11.a1.11-,_...,~ ..... '--l.------------.l....-....:.... __ .:;__J (562)590-6032
l
•
•
'
"' A1 ljj ::,
:'.?
<o -
~ ~ ~ ~
? ,,
<>:i ~ :,i c; -e -il 0 i: -V) --0 " -~ 8 -<i
" "' C) -_, -"'
(/) (/)
I-1-
:i: :i: o2
:::::; _J
:z Cl WW w a:
0:: 1-0 <(
.....
<( 0
' • I ,.,_ "'
• -C
3" NAVIGATIONAL
LIGHT CONDUIT
,,.,
...., -H
>-IL
a: ~
Cl _J w ;;:
3/16
SS PIPE
SEE NOTE 1
D
SEE LIGHT FIXTURE
DETAIL 3 f--=--+-----,--,
FOR 180" SHADE
AT RED LIGHTS,
SEE SECTION F FOR INFO. NOT SHOWN
SEE SECTION EB
2
SOUTH SIDE NAVIGATIONAL LIGHT
' '
SUPPORT ASSEMBLY
• <O
B SECTION 5" (I) SS PIPE
4" MIN.
1/2" 2"
2 1"=1'-0"
3/8" ¢ SS BOLTS
• FILL COUNTERSUNK HOLE
WITH EXP. JOINT SEALANT
CONDUIT BRACKET
SS PLATE 1/B"x1"
1/2" (INSTALL @ 4'-0" MAX. O.C.)
AXIS PARALLEL
TO CHANNEL~
CONDUIT BRACKET ~
F
HOLE FOR
FIXTURE
GLOBE
AND GUARD
I
I
I
I
I
I
I
~ : I:
-ic;:_'"7 r=-::.,-
u, Ll ~-r
I
EXISTING ANGLE
TOE PLATE
A
J
1
5'-0"±
NAVIGATIONAL
UGH T CON DU IT
SS PIPE
SEE NOTE 1
OPP.
HAND D
FOR INFO. NOT SHOWN
SEE SECTION EB
EXISTING
TIMBER DECK
NORTH SIDE NAVIGATIONAL LIGHT
SUPPORT ASSEMBLY
E SECTION
2 1"=1'-0"
7
4 1/2" PLATE 1/8"x 5 1/2" O.D.x 4 1/2" I.D.
(SS)
2 DETAIL
1 1/2"=1'-0''.
EDGE OF BRIDGE
PARALELL TO BRIDGE it_
180" SHADE
,+----tt-, r "' +---
• ,.,_
5" (I) SS PIPE
~180' SHADE
SS BENT PLATE 1/8"
H SECTION 180" SHADE AT RED LIGHTS 1 1/2"=1'-o"
ED SECTION
N.T.S. ED SECTION
N.T.S.
m I I
I\ 1
EXISTING
GLULAM BEAM
BOTTOM OF
SS PIPE
3/4"
SS CABLE TO
SUPPORT AND RAISE
LIGHT FIXTURE,
SEE NOTE 2
' IX)
' ...
SS PIPE
' SS PHILLIPS
4 PLACES
\
HEAD SCREW,
, SS COVER, I 1 /8" PLATE
' ACCESS BOX. ALL
EXISTING .
TIMBER DECK~-------\
7"
' CUT EXISTING ',-.....__,
ANGLES TO CLEAR \•1• \
COVER PLATE\ :
'! j
ll_j __
~---t--::-. --;.;-t--,
0 -
' ' I
' ' I
I
'
EXISTING
TIMBER DECK~---
CONDUIT
BELOW DECK ~-...
9/16"¢ HOLES FOR
1/2"1!! SS BOLTS
TIMBER DECK
CUT-OUT
3/4'" I
4" " 4•
3/4"
BRACKET
BELOW DECK
' ' I
I
' 2 112· I 2-1/2" 0
S.S. BOLTS
FIELD VERIFY
LOCATION
I
' ' 0
.I
~
)
PLATES 1/8" SS
WELDED AT ALL JOINTS
WITH CONT SEAL WELDS
I I ( jj : ss
PIPE
(
' N
COVER NOT SHOWN
FOR CLARITY
WEATHER TIGHT
CONDUIT CONNECTOR
(TYP)
C
' SS TOP PLATE WITH I RECTANGULAR HOLE
~ ' ',, ;· ' \'\ I I I
: Iv I I
I
' ' l/
SECTION
1 1/2"=1'-o"
3/32" (I) ss
SUPPORT CABLE
14-3 SO CHORD
UV RESISTANT WIRE
TIES @ 12" O.C.
SS CABLE CLAMP
NM LIQUIDTIGHT
STRAIN RELIEF
SS CENTERING/GUIDE PLATE
1/8"x4 3/4" O.D. TO FIT I.D. OF
SS PIPE
I---APPLETON V-51 PL TYPE VA ENCLOSED
COMPACT FLUORESCENT LIGHT FIXTURE.
2 REQ'D WITH GREEN GLOBES (-GR)
4 REQ'D WITH RED GLOBES (-RE)
GUARD
4.19" GUARD DIAMETER
• ,,.,
SS PL 1/4"x 3"
SS PL 1 /8"x 2"
•
J
2· ' I SS TOP PLATE
BELOW DECK
1/4" GALV. CHECKERED
PLATE COVER ON TOP OF
DECK WITH 4 COUNTERSUNK
SS PHILLIPS HEAD SCREWS
INTO WOOD DECK
PLAN
1 1 /2" =1'-o"
FIELD VERIFY TO INSTALL
3 4• SS PIPE VERTICAL
MIN.
' ' \
I
\
J
CHECKERED
PLATE COVER
A
' I
I
I ' I ' '
I
I
)
I
I
SS TOP PLATE
BELOW DECK
L __ _ _/
/
/
FOR INFO. NOT SHOWN
SEE SECTION EB
A PLAN
1 1/2"=1'-o"
1/4" SS TOP PLATE
WITH RECTANGULAR HOLE
FILL COUNTERSUNK
HOLE W/ EXPANSION
JOINT SEALANT
[
EXISTING
TIMBER DECK
--------
._-......,~-=;!II;'~ --, ---i--r 7 )
I '
I N ;.,.
ACCESS BOX ALL ~l\jil F::PHJ~==~==~=!=--1.
PLATES ARE 1/8" SS : 2-1/2" 0 S.S. BOLTS
3 SIDES,----,-,--
... ..L._ _____ 74--7'1!11
EXCEPT TOP PLATE I (COUNTERSUNK)
TYP. >--+~_,,
SS PL 1 /8"x 1" HORIZ.
AT SAME LEVEL AS
BOLT HOLES
D SECTION
1 1/2"=1'-o"
NOTES:
ss 1/2" "
EXP. ANCHOR
W/ S.S. WASHER
AND NUT SS PIPE
1. PIPE SHALL BE 5" SCHEDULE 40S (5.047" 10 x 0.258" WT).
SEAMLESS, STAINLESS STEEL VERIFY DIAMETER TO WORK WITH
NAVIGATIONAL LIGHTING SYSTEM. THE LIGHT FIXTURE AND BULB
SHALL SLIDE THROUGH PIPE TO CHANGE BULBS. ALSO, THE PIPE
SHALL HOLD THE LIGHTING FIXTURE FIRMLY IN PLACE (LATERALLY).
2. BOLT TOP OF S.S. CABLE TO INSIDE OF ACCESS BOX USING
ALL S.S. FASTENERS. SUBMIT DETAILS FOR APPROVAL.
3. CONTRACTOR SHALL SUBMIT ELECTRICAL PRODUCT INFORMATION
AND SPECIFICATIONS FOR APPROVAL.
I NAVIGATIONAL
LIGHT CONDUIT
TOP OF
PIPE OPEN
FOR INFO. NOT SHOWN
SEE SECTION EB
1 DETAIL
1 1/2"=1'-o"
LIGHT FIXTURE DETAIL
CD DETAIL
N.T.S.
@HPA
HAN-PADRON ASSOCIATES
ENGINEERS
100OCEANGATE, SUITE 650
LONG BEACH, CA 00802
(562)590-6032
C-3538
LIDO ISLE BRIDGE REPAIR
NAVIGATIONAL LIGHT
DETAILS
tmllN CITY OF NEWPORT BEACH H-5160-S 1--.J--.J------------t-::-:-::--1,;;:;;~T'n". '-"K"'--"in;..----"T.~N1 o
Nce::RP,.......,.,TIIJI OF RE\ll90NS APP'D. Cl£~ Hord DA1E 5 06 03 PUBLIC WORKS DEPARTMENT Sl£ET 8 OF 8 DA1E BY