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COAST ~ CITY OF COLLEGE
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LL VICTORIA ST.
~ ""' 19TH ST.
PROJECT
LOCATION
VICINITY MAP
SCALE: 1" = 4400'
SYMBOL LEGEND
• POWER POLE
(()ISSMH SANITARY SEWER MANHOLE
~
'd FIRE HYDRANT
n~ u-WATER METER BOX & SERVICE
□GM GAS METER
--0-VALVE
POWER POLE ANCHOR
Q MONUMENT
-x-x-x-FENCE
==== BLOCKWALL
0 TREE
(l CJ SHRUBBERY
= Lll .Lll = ASPHALT PAVEMENT
;:;:::;:;:;:;•;:; BRICKWALK
I: < I CONCRETE
l;,,/L///L/j BUILDING
____ EXISTING CONSTRUCTION
----PROPERTY LINE
----NEW CONSTRUCTION
-. -t---CENTERLINE
----S----SEWER LINE
-----W-----WATER LINE
---G---GAS LINE
--E--POWER LINE
-TU.-TELEPHONE LINE
-CATV-CABLEVISION LINE
-SP--SPRINKLER SYSTEM
ti SllREET LIGHT
er SIGN
p-9 GARAGE OPENING
L ::J WINDOW
* SPRINKLER
UPPER ~
NEWPORT-_J
BAY 8
Y,CITY
UNIVERSln'
ABBREVIATIONS
AC ASPHALT CONCRETE
DIP DUCTILE IRON PIPE
VCP VITRlflED CLAY PIPE
RWV RESILIENT WEDGE VALVE
FE FLANGED END
MJ MECHANICAL JOINT
NTS NOT TO SCALE
RT RING TIGHT
STL STEEL
ABAND ABANDONED
IP&T IRON PIPE AND TAG
MON MONUMENT
CATV CABLE TV
DWY DRIVEWAY
co CLEANOUT (SEWER)
ARV AIR RELIEF VALVIE
B/APPR BACK OF ALLEY APPROACH
EV ELECTRICAL VALVIE
SW SIDEWALK
WIIF WELDED l'llRE FABRIC
EMERGENCY TELEPHONE NUMBERS
CALL TOLL FREE
1-800-422-4133
BEFORE YOU DIG
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH (UTILITIES DEPT.)
COUNTY SANITA 110N DISTRICTS
COMCAST CABLEVISION
UNDERGROUND SERVICE ALERT
DAY
1(800)-624-8153
1 (800)-611-1911
611
644-3011
962-2411
542-6222
1(800)-422-4133
\
RD.
NIGHT
1(800)-624-8153
1 (800)-611-1911
611
644-3717
644-6222
1(800)-422-4133
PUBLIC WORKS DEPARTMENT
NEWPORT
PIER
NEWPORT PIER REPAIR
1998-1999
C-3206
APPROVED: 1/j &11
DIR~R OF PUBLIC WORKS RC.E. 16791
DATE: J/;s/9<J
fl),~ 17!{1tll( slur/c;c; APPROVED: DATE: j • CITI ENGINE ~.C.E. 24967
i!£ .,, iE .,.
-
P1ic1r1c
DC£,4N
N
LOCATION MAP
APPROVIED
NEWPORT PIER BENCH MARK
GENERAL NOTES
1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER
CONTRACT SHALL, EXCEPT AS OTHERWISE STA TEO IN THE CITY'S
STANDARD SPECIAL PROVISIONS, OR IN llilS CONTRACT'S SPECIAL
PROVISIONS, BE CONSTRUCTED IN ACCORDANCE Willi THE "STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1994 EDITION,
AND SUPPLEMENTS TO DATE.
2. EXISTING UNDERGROUND 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 CONSTRUCTION.
O.C.S. BRONZE DISK (TIDAL 3 1962) LOCATED AT BALBOA BOULEVARD,
ABOUT 250 FEET EAST OF THE CITY DOCK, 120 FEET WEST OF MAIN
ENTRANCE 10 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.
APPROVED APPROVED
GENERAL SERVICES DIRECTOR
DATE
UTILITIES SERVICES MANAGER
R.C.E. NO. 2533J
DATE 8/!S(q't DATE
DESIGN ENGINEER
R.C.E. NO. 19111
NEWPORT PIER
REPAIR
I
NOT TO SCALE DESCRIPTION APP'D. DESIGNED SL DRA\ll'J MGRACIA CITY OF NEWPORT BEACH H-5155-S
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LEGEND
~-TYP. PILE NUMBERS
~-INDICATES % OF
DETERIORATION IN
EXIST. TIMBER
PILE. TYP.
PILES
• TIMBER PILE REPLACEMENT (5)
OPC INSTALL PILE COVER ON EXIST. TIMBER PILE (58)
OPCN EXIST. PILE COVERS REQUIRING NAILING (6)
PILE LENGTH
LOC'N LENGTH
37-2 70'
49-11 80'
53-2 85'
53-4 85'
53-11 85'
TIMBER HANDRAIL, TYP_
NOTE: CONTRACTOR TO TAKE NECESSARY PRECAUTIONS
INCLUDING FALSEWORK WHEN MOVING CRANE AND EQUIPMENT
ON PIER.
NOTE: EXISTING LIGHT POLES, BENCHES, FISH CLEANING SINKS AND
OTHER PIER APPURTANANCES AND UTILITIES NOT SHOWN. CONTRACTOR
TO VERIFY AS REQUIRED, PROTECT AS NECESSARY AND RELOCATE AND
REINSTALL IN ORIGINAL LOCATION IF REQ'D TO PERFORM CONTRACT WORK.
SCHEDULE
TIP ELEV. (MIN)
-37.0'
-51.0' PIER PLAN -57.0' rm -57.0'
SCALE: 1''=10'-0" -54.0'
DECK PLANK REPLACEMENT PER@
1. REPLACE DECK PLANK SHOREWARD OF BENT 32 BETW.
7th & 8th STRINGERS FROM WESTSIDE OF PIER.
2. REPLACE DECK PLANK SHOREWARD OF 13ENT 36 13ETW.
7th & 8th STRINGERS FROM EASTSIDE OF PIER.
3. REPLACE DECK PLANK 2' WATERSIDE OF BENT 37 BETW.
6th & 7th STRINGERS FROM WESTSIDE OF PIER.
4. REPLACE DECK PLANKS (4) WATERSIDE OF BENT 43 BCTW.
STRINGERS 7 THRU 9 FROM WESTSIDE OF PIER.
5. REPLACE DECK PLANKS BETWEEN BENTS 48 & 49
ABOVE STRINGER No. 8 (SEE STRINGER REPLACEMENT).
. ~ss1oi;;;;;,, ✓i~~~•i-i~ ~~,•: C
,,,_(, /'('l .• -L., ,,'~ '· ••!'1. GENERAL NOTES ~,--:::,-.~ ..,. "-J;?(,~•l.'.-,
: /,{;/;·,, . I ,, 7 ' ·c.
1. ELEVATION DATUM MLLW=O.OOFT. f(-gvf" /~; \" ,
2. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING TO \ \ id' •• • • i '
VERIFY EXISTING CONDITIONS AND EXTENT OF WORK. \ _ •. °' MAR 3 1 lCiJ1 : '
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL \ ~-. , .. ·.-
APPLICABLE CODES, ORDINANCES, REGULATIONS & SPECIFICATiONS. ~;~ ;,-.,·>,' :
4_ ALL MATERIALS SHALL BE IN CONFORMANCE WITH THE •• · _:: .. ~:.;_';.,.. ,,
SPECIFICATIONS.
5. ALL DIMENSIONS SHOWN ON DRAWINGS ARE APPROXIMATE_
CONTRACTOR SHALL DETERMINE THE EXACT DIMENSIONS AT
THE SITE.
-§1
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& SPECIFICATIONS ~
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~--------------'79'-fi------------------a
REFERENCE DWGS-CITY OF NEWPORT BEA·=H
NEWPORT PIER PLANS NO. H-4957-S SHTS NO. 1 THRU BA. C-3206
DON HELLMERS
ENGINEERING CITY or NEWPORT 8EACH
DEL MAR. CA 619 759-9882 NEWPORT BEACH CALIFORNIA
0""'Nc. GRIFFITH scA" NOTED NEWPORT PIER REPAIRS D.H. JOB NO. 99020 1-------------------j
b,,,/r-,-=.:..:.:__---J,O,ecATE--1-;-/2_6,-;/.,,.-99::-,
CHC:CKED
H-5155-S
P-1
SHT 2 OF 5 NEWPORT PIER PLAN
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(TYP)
1 1/8"¢ HOLE
(TYP)
r
3' -0"
CONN. TO PILE SIM. TO
NOTE:
90-BENDS OF BAR IN LIEU
OF WELDING NOT ALLOWED.
' 3" TYP _/
4
S-2
PILE
SCALE:
12,12 PILE
CAP
r TIMBER PILE
I
TOP
DRILL 1"¢ HOLES 3" DEEP INTO
TOP OF PILE & FILL HOLES
w/PRESERVATIVE. EACH PILE TO
4 HOLES AT EQUAL SPACING.
THIS TREATMENT IS REQUIRED
FOR THE TOP OF ALL PILES.
TREATMENT
NONE
~ DRIFT PIN
1~1LE
HAVE
PILE COVER
4" ALUM. (OR)
4" STAINLESS -
STEEL NAILS
SPACING PERw
~
1/4"x1 1/2" POLYETHYLENE
FOAM SEAL
TIMBER PILE
J 3" MIN OVERLAP
NOTE: PILES MAY BE INSTALLED BETWN.
STRINGERS IF APPLICABLE & PULLED
INTO PLACE LATERALLY AFTER DRIVEN
(AT CONTRACTORS OPTION) (OR) REMOVE
& REPLACE STRINGERS AS REO'D.
AFTER PILE INSTALLATION REPLACE
DECKING WITH NEW DECKING. LUMBER
THICKNESS & WIDTH TO MATCH. REPLACE
CONC. AS REQ'D w/GALV. MESH TO MA7'CH
EXIST'G. f'c= 4000 psi. FINISH SURFAC'.E TO
REMOVE EXIST FOR FOOT TRAFFIC. r MATCH EXIST'G & TO BE FLUSH AND S,AFE
EXIST'G TIMBER DECK -
TIMBER & CONC. r EXIST. REINFORCED
DECK AS REQ'O / / !1 '-0± CONCRETE SLAB
I 1-7/ /
'-I ✓ '-
I I I l
EXISTING STRINGERS L~
EXIST'G 4" BLOCKING, TYP.------
EXIST'G PILE CAPI
II I _,.
LL.. LL.. 0
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_j Q.
a.. i'=
~FILL GAP PER DET. W OR W ~ ~ PILE STRAP REQ'D PER W @-_,..../ I,)
(NOT SHOWN FOR CLARITY) ~ s-z / ~
DRIFT PIN PER DET.@-_..,,.-
CIRCUMFERENTIAL 1 / 4" x1 1 /2"
POLYETHYLENE FOAM SEAL
TIMBER PILE REPLACEMENT
TOP OF COVER ELEV. + 1 O' MIN.
7 STRAP DETAIL @ PILE CAP
1
1
2" ,,-PILE STRAP ~
2" 7 -/ PER DETAIL ~
~'-----:::::.:'=::iirJ--:r/ ___ _;_TY7P @ ALL PILES, U.N.O.
l I
-1 f-1 1/2"
i NAILS
±1/4"
TYP. @ TOP & BOT. OF ALL
COVERS & AT LONGITUDINAL
OVERLAP i---3" NAIL SPACING, TYP.
S-2
1 /2" THK
(TYP)
SCALE: NONE
2" SLOTTED HOLE --,
FOR 1"¢ BOLT
(TYP) "i
,3,,
CONN. TO PILE SIM. TO
NOTE:
1" = 1 '-0"
FULL PENETRATION
1"¢ x 20" STEEL DRIFT PIN _ _...-
DRILL 1"¢ HOLE THROUGH CAP
& 8" INTO PILE TOP AND SOAK
WITH APPROVED PRESERVATIVE
SOLUTION PRIOR TO DRIVING DRIFT
PIN. DRIVE DRIFT PIN 2" BELOW
TOP OF CAP AND FILL HOLE WITH
BITUMASTIC MATERIAL
\
FILL GAPS UNDER 1" PER la:::\
@ GAPS GREATER THAN 1" ~
REFER TO@
3 SECTION
s-SCALE: NONE
\_ PILE TOP TREATMENT PER@
\_1"¢ BOLT (TYP)
~-TIMBER PILE
NOTE: FOR PILE TOP CON~ON
AND @ CAP SPLICE -A
REFER TOW ~
PILE TOP CONN,
SCALE: 1 /2" -1'-0"
i DRIFT PIN
II PILE & CAP SPLICE
PILE STRAP 1 ~ 2" @ CAP SPLICE PER@
I + +
CIRCUMFERENTIAL 1 / 4" x 1 1 /2"
POLYETHYLENE FOAM SEAL
TYP. @ TOP & BOT. OF ALL
COVERS & AT LONGITUDINAL
OVERLAP
4" NAILS PER SPEC.
EXIST'G PILE CAP
TOP OF COVER EL + 1 O' MIN
3" NAIL SPACING, TYP.
1 3" 0.C. NAILING
I TYP ~--~
,:i I t
:I c--cl----3" MIN. LONGITUDINAL
:1 1 OVERLAP
90-BENDS OF BAR IN LIEU
OF WELDING NOT ALLOWED. FILL GAPS UNDER 1" PER W
GAPS GREATER THAN 1" \B)
·I
·' I
:I 1
·I,
0 I-(!)
THIS U-STRAP TO BE USED AT
PILE CAP SPLICE LOC'N.
1"0 , 20" STEEL DRIFT PIN ------------
DRILL 1"¢ HOLE THROUGH CAP
+
-A STRAP DETAIL @
SCALE:
TO INJECT EPOXY WITH CAULKING
GUN, SLANT DRILL A 1 / 4"¢ HOLE
THRU EA. SIDE OF THE CAP
INTO THE VOID
BOTTOM
CAP OR
STEEL DRIFT PIN ---...
OF TIMBER PILE
BLOCKING
TIMBER PILE -
NAIL AS NECESSARY-~
TO PILE
USE A THIN SHEET OF PLASTIC MATERIAL
AROUND PILE & UP AGAINST THE BOTTOM
OF THE PILE CAP TO ACT AS
A FORM FOR THE EPOXY FILL
NAIL AS NECESSARY TO PILE
CAP
~
8 PILE TOP GAP
& 8" INTO PILE TOP AND SOAK
SPLICE
1" = 1'-0"
WITH APPROVED PRESERVATIVE
SOLUTION PRIOR TO DRIVING DRIFT
PIN. DRIVE DRIFT PIN 2" BELOW
TOP OF CAP AND FILL HOLE WITH
BITUMASTIC MATERIAL
\_
PER@
PILE TOP TREATMENT PER 6~~
,.___..,.___.. "" ~ 1"¢ BOLT (TYP)
-1 . I .1 I
·1 • • I
VERTICAL JOINT TO --1--1,:I I
FACE SHOREWARD, TYP. I
I
I
""-TIMBER PILE
5-A PILE TOP CONN. @ CAP SPLICE EXISTING SAND
(EL. VARIES)
TOP OF PILE
USE EPOXY FOR GAPS
UP TO 1" MAX. FOR GAPS W
EXCEEDING 1'' USE DETAIL '0)
SCALE: 1/2" = 1 •-0"
PILE TOP TREATMENT PER @
FILL GAP BETWEEN THE TOP OF THE
PILE AND THE BOTTOM OF THE PILE
CAP OR BLOCKING WITH EPOXY
(OSMOSE CO, MADISON, WISC.)
OR EQUAL
8" MIN. DRIFT PIN ------i '
PENETRATION +----1---c~
REPAIR
AFTER DRIVING
1"¢ DRIFT PIN (LENGTH VARIES
ACCORDING TO THICKNESS OF BLOCK).
DRIVING & TREATMENT PER W
NOTE: DRIFT PIN MAY BE ~
OMITTED PER ENGINEERS
J 3'-0"
CIRCUMFERENCIAL NAILING
@ 3" O.C.
f TIMBER PILE CAP
STEEL STRAP REQ'D PER ~
(NOT SHOWN FOR CLARITY) ADJUST LENGTH
\ MIN. I, ,I
OF STRAP ACCORDING TO THICKNESS OF CORBEL.
7 /8"¢ BOLT EA. SIDE
TIMBER PILE CAP
1 t' WIDE PILE CAP BLOCK (CORBEL)
(THICKNESS AS REQ'D w/4" MIN.)
NO SHIMMING WITH STEEL PLATES, PLYWOOD
OR OTHER MATERIALS ALLOWED.
TIMBER PILE -
NOTE H /{'
I
I
JI
(/) 1--
0:'. (/)
w>< >W 0 uz 0 (/)
O:'. w 00=1
LL.. w Q. _j
• _j w z <( u
:::;; ~ ::s o-n.
I w I
:-a) z
z 0
';;: "'--~--~
~ z w a.
z
::;
I{')
N
NOTE:
4" ALUM. (OR) 4" STAINLESS
STEEL NAILS @ 3" O.C.
USE STAINLESS STEEL NAILS FOR
PILES TREATED WITH COPPER
ARSENATE.
FOR PILES WITH CREOSOTE
TREATMENT ONLY USE ALUM.
ALLOY NAILS PER SPEC'S.
CIRCUMFERENTIAL
@ 3" O.C. TYP.
1--UPPER COVER SECTION
MIN. LENGTH 14'-0
0:: Q.
0:: w :.5
w 3: O:'. O:'.
6 Oww
_j > Q.
0 0 Q. • • :J Q.
w n.o t
_J ~ I-LL..
Q. •(/)ovi
n.zn.z z ::Sooo
2 IY i= r-i=
WU U >wzw
<O 0 (fl O (I)
J
r EXIST'G SANDLINE
(ELEV. VARIES)
0
a w
0::
(/)
<(
I I-(:)
z w
_j
0:: w > 0 u
w
_j
Q.
s-SC,ALE: NONE APPROVAL. TIMBER PILE _ ___,
EXTRUDED TUBULAR POLYETHYLENE PILE COVERS
PILE COVERS SHALL BE EXTRUDED BLACK POLYETHYLENE PIPE
C-3206
6 PILE TOP CORBEL
C::-7 ._, L SCALE: 1/2" = 1'-0"
2
S-2
PER SPECIFICATION (FLAT SHEET OR CURVED SHEET POLYETHYLENE
NOT ACCEPTABLE). COVERS ARE TO BE INSTALLED ON TIMBER PILES
PRIOR TO DRIVING. REFER TO SPECIFICATION FOR INSTALLATION.
ELEVATION TIMBER Pi LE PROTECTION
SCALE:
1/2" = 1•-0"
DEL MAR CA
DON HELLMERS
ENGINEERING
CITY OF NEWPORT BEACH
s19 759-9B82 NEWPORT BEACH
0"""c. GRIFFITH SCALE NOTED NEWPORT PIER REPAIRS
f.;CH,;;;;EC-liiKel-D....,.,,o"-'.-'--'H'--. --h·wOB,,..N_o._....,-::-99.,...0-;-2:-:0,..t-------------------
DATE 1/26/99 STRUCTURAL DETAILS
CALIFORNIA
H-5155-S
S-2
SHT 4 OF 5
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r
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I
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EXIST. TIMBER PIL:
REMAINING PIECE\
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\ ' .
" • ' .
'
\
t 3/ 4"0 BOLTl
s" ~ 'ol~/ 0
1 00 I, '
I ' ' I
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I
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~
NOTE:
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' '/ // /
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'
~
-
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l
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I -1" 0 DRIFT PIN. DRILL
-s;
~
1" ¢ HOLE AND DRIVE PIN TO
GHT FIT Tl
' I
-. --~6x8x2'-6 ROUGH
ffi L 12x12 R~UGH, LENGTH TO
FIT TIGHT BETW. PILES
~-CUT EXIST. PILE SQ. &
APPLY OSMOWELD PRIOR TO
INSTALLING 12x 12
CROSS BRACING NOT SHOWN
REMOVE ANO REINSTALL AS REQ'D.
ELE\lATION 2 SUPPORT @ PILES
SCALE: 1 /2" = 1 •-0" S-3 @ BEN-I 51
--(1~-S_T_R_IN_G_ER_R_E_P_LA_C_E_M_E_N_T ___ ,
LENGTH AS REQ'D 2x TIMBER DECKING-~ 4"±---~
CONC. SLAB
1 /2"
~-,--~==:;:::::::::L__Jc::;:::~:;:::i
4Od GALV. NAILS, T'rl'.
4x 1 6 SOLID BLOCKING
SITWEEN STRINGERS
_r1 1/2"
l [EXIST'G STRINGER INSTALL 4x STRINGER EA.
SIDE OF EXIST'G DAMAGED
STRINGER w/3" + CLEAR
SPACE BETWEEN MEMBERS
STRINGERS TO BE INSTALLED
TIGHT TO BOTTOM OF EXIST.
DECKING w/OAK WEDGES
Lx~
1 '-6" MAX.~ [
OAK WEDGE 4" WID"TH
~-5/'o'l'l GALV. LAG SCREW
PRE-DRILL WEDGE 10
PREVENT SPLITTING
PILE CAP
NOTE: REMOVE EXIST'G DAMAGED STRINGER
OR LEAVE IN PLACE w/APPROVAL OF ENGINEER
1 STRINGER REPLACEMENT
S-3 SCALE: NONE
2x DECK PLANKS-~
TOP OF CONC. DECK
40d COM HOT DIP
GALV. SPIKES 2 ROWS
REMOVE DAMAGED DECK PLANK AND
INSERT NEW DECK PLANK TO MATCH (SHOWN SHADED)
2-16d COM. HOT
DIP GALV. NAILS
3/4"¢ BOLTS (2 @ 1'-0 0/C MIN.)
4x 16 STRINGER
4x6x2'-0 BLOCK, INCREASE
LENGTH FOR MORE THAN
ONE PLANK REPLACEMENT.
'---4x 16, LENGTH TO SUIT.
SECTION 3 DECK
SCALE: NONE S-3
ilTIIII DON HELLMERS l!J.!lll ENGINEERING
INSTALL CENTERED OVER
REPLACED 2x12 DECK PLANK
PLANK REPLACEMENT
CITY OF NEWPORT BEACH
DEL MAR. CA 619 759-9882 NEWPORT BEACH
DRAWN C. GRIFFITH SCALE NOTED
, :::AUFORNIA
H-5155-S NEWPORT PIER REPAIRS JOB NO, 99020 f-------------------j-CHECKED
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