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GlAfloU<:: SCAU I~ Mill!>
SYMBOL LEGEND .. POWER POLE
0 MANHOLE
t:f FIRE HYDRANT
IJ METER BOX
-0-VALVE
~ POWER POLE ANCHOR
~ MONUMENT
-x-x-FENCE
BLOCK WALL
(~ TREE
!)'-, /.'r:J
/" SHRUBBERY
.,,,,,.,,,,_;1,,,J11r ASPHALT PAVEMENT
~B BRICK WALK
I I I ____ .J CONCRETE
t j
l:.v..t.~...:.--<.d BUILDING
-----EXISTING CONSTRUCTION
NEW CONSTRUCTION
--t-CENTERLINE
-· -s-SEWER LINE
-··•-w-WATER LINE
--tr-GAS LINE
-£--POWER LINE
1/ ----
A
I ' ''1 I } \ I l ' ~ ~ ~ -~ ~
- - -. '"
-71!1.-TELEPHONE LINE APPLIES TO ALL SPANS BETWEEN BENT 49 & BENT 53, NEWPORT PIER
-r;,-CABLEVISION LINE
-&P-SPRINKLER SYSTEM
STREET LIGHT
AGENCY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
NUMBERS
634-0251
895-0221
611
644-3011
962-2411
!---i
i ' . I
CALL TOLL FREE
1·800-422-4133
BEFORE YOU DIG
CITY OF NEWPORT BEACH (UTILITIES)
COUNTY SANITATION DISTRICTS
COMCAST CABLEVISION
COMMUNITY CABLEVISION
542-6222, AFTER 6:00 PM 542-3975
720-4040
UNDERGROUND SERVICE ALERT 1-800-422-4133
PUBLIC WORKS DEPARTMENT
NEWPORT PiiER RND BRLBOR PiiER REPRiiR
AND ELEClRiiCRL SYSTEM REPLRCEMENlS
I \ \ I
1992
C-2877
APPROVED: DATE:
PUBLIC WORKS DIRECTOR R.E. 12806
APPLIES TO ALL SPANS BETWEEN BENT 43 & BENT 47, BALBOA PIER
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~ 2 • I" • 15" GALV SDLTS. WA.SM£
2-NO 2,4"GALV. SPLIT RIN&S
1/ l"'I ~ STRIIIGERS i
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" APPLIES TO RLL SPANS BETWEEN BENT 1 & BENT 25, NEWPORT PIER
APPLIES TO ALL SPANS BETHEEN BENT 2 & BENT 21, BETHEEN BENT 25 & BENT 32, AND BETWEEN BENT 36 & BENT 42, BALBOA PIER
PLAN OF EXISTING FRAMEWORK
UNDER DECKING
SCALE: I' = 4'
CFOR CONTRACTOR'S INFORMATION ONLY)
BALBOA PIER BENCH l"f!RK .
O.C.S. ALUMINUM CAP CIE-69-68) LOCATED 1.6 MILES NORTHWEST FROM
POST OFFICE IN Bfl.BOA. TO ITS lNIERSEL'TION HITH 19TH STREET;
ABOUT 250 FEET SOUTHEAST ALONG Tf£ CENTERLINE MEDIAN OF BFLBOA
BOULEVARD FROM Tf£ CENTERLINE OF 19TH STREET, ACROSS FROM HOUSE
NO. 1812, SET IN Tl£ SOUTHl£ST CORl'ER OF A CONCRETE CATCH BASIN,
0.6 FEET HICHR TI-m THE ROAD. ELEVATION 5.486 FEET MSL.
NEHPORT PIER BENCH l"f!RK
O.C.S. BRONZE DISK (TIDAL 3 (1962) LOCATED AT BALBOA BOlliVFRll,
ABOUT 250 FEET EAST OF TI-E CITY DOCK, 120 FEET WEST OF THE r-F!IN
ENTRANCE TO THE POST OFFICE, 94.7 FEET EAST Of THE EAST ClRB OF
WASHINGTON STREET, IN THE TOP Of Tf£ SEA HALL, ABOUT 0.5 FOOT
WEST Of B,I ORNAMENTAL LAl"f' POST, AND 0. 4 FOOT LOHER THAN THE
SIDEWALK, ELEVATION 4.131 FEET MSL.
GENERAL NOTES:
I. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED I.JNI.ER CONSTRACT SHALL, EXCEPT AS OTHERHISE STATED IN THE CITY'S STANDARD SPECIFI.. PROVISIONS OR IN THIS CONTRACT'S SPECIAL PROVISIONS! BE CONSTRUCTED IN ACCORDANCE WITH THE 'STANDARD SPECIFICAT ONS FOR PUBLIC WORKS CCX'ISTRUCTION,' 1991 EDITION .
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS.
Tl£ CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING Tl£ ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO THE BEGIM'<ING OF CONSTRUCTION.
3. BENTS ARE NUMBERED FROM INLAND OUT IN EACH PIER.
4. PILES ARE NUMBERED FROM WEST TO EAST IN EACH BENT. l¼IERE THREE (3) PILINGS ARE TIED TOGETHER AT THE TOP, THE OUTERMOST PILING IS LETTERED 'A', Ftm THE OTI-ER TWO ARE "B' AND •c• RESPECTIVELY IN Q.OCKWISE ROTATION.
5. STRINGERS ARE Nll1BERED FROM WEST TO EAST BmlEEN BENTS.
6. TRANSVERSE DIAGONAL BRACES 'TDB' WHCIH ARE CONNECTED TO THE PILES .
7. FLAT DIAGONAL BRACES "FDB" WHICH ARE THE BRACES LOCATED HORIZONTALLY BETWEEIN BENTS R-ID PLACED DIRECTLY BENEATI-l AND ATTAOlEJJ TO THE TIMER STRINGERS.
8. LONGITIJDINAL DIAGONFl. TIMBER BRACES WHICH RUN IN A NORTI-ltSOUTH DIRECTION WHIOl ARE CONNECTED TO THE PILINGS AND ARE LOOlTED ONLY AT THE END SECTION OF THE PIER.
TYPICAL DRAINAGE DETAIL
NTS
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EXIST. HOLE OR DRILL 1-112" DIR.
HOLE RT LON POINT
---------t:,,"'V
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APPLY EPOXY COMPOUND
SECURE AGAINST A MEMBER (PILE,
BRACE, ETC.J WITH NON-CORROSIVE
-+----0-+--,-0-MATERIAL (PVC OR DOUBLE DIP GALVANIZED)
i----t" DIR. PVC (RESISTANT TO
ULTRA-VIOLET LIGHT, SCHEDULE 40)
--INSTALL RS NEEDED ELBOW(SJ
TO AVOID TIMBER MEMBERS
EXTEND 12' BEYOND
MEMEER & BRACE
H-5144-S
SHT. 1 OF 5
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BOLTS. GALV. WASHERS.
6' 12"
3'
12" 6"
3"
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3" NUT ON BOTTOM END
18" PILE
TYPICAL CAP SPLICE DETAIL
SCALE: 3/4" = l'
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EXIST. 4" X 16"
STRINGERS
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SCALE: l/2" = !'
45° WASHER
114"
~...i._._,~Effi:5:: ..... ;'.'.'.'.____ NO. 2, 4" GALV.
SPLIT RING
TYPICAL END OF BRACE DETAIL
FLRT DIAGONAL BRACING
UNDER STRINGERS
SCALE: 1" = 4"
POLYETHYLENE TIMBER PILE COVERAGE
BENT NO. PILE NO.
18 2
43 7
45 2
46 2
46 9
47 1 1
BENT NO. PILE NO.
28 2
33 4
37 3
38 1
46 1
48 8
51 5
51 7
BALBOA PIER (FROM 5.0'
BELOW MUDLINE
DECK ELEV. MUDLINE ELEV. TO +9.0 EL.)
25.0' -5.7' 19.7 L.F.
25.0 -23.0 37.0
25.0 -23.5 37.5
25.0 -23.0 37.0
25.0 -24.0 38.0
25.0 -25. l 39. 1
(FROM 5.0' NEWPORT PIER BELOWMUIJLINE ---------
IJECK ELEV. MUDLINE ELEV. TO +9 .0 EL.)
24.0' -3.8' 17.8 L.F.
24.0 -5. 1 19. 1
24.0 -7.8 21. 8
24.0 -8.3 22.3
24.0 -19. 1 33. 1
24.0 -20.5 34.5
24.0 -22. 1 36. 1
24.0 -22. 1 36. 1
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No. !~! 11 p, 9-30-
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2 -l" X 2" GALVANIZED BOLTS WITH
NUTS AND SPLIT WASHERS ~f\
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Al..Tl!R/VAT✓,1£ NA✓HP.tAl-5
NOT TO SCALE
TYPICAL PILE CONNECTION DETAIL
NOT TO SCALE
Fl'PROVED
PUBLIC t«lRK5 DIRECTOR
R.E. NO. 12800
!RTE
C-2877
NE.WPOOT PIER AND BALOOA
PIER REPAIR A~D ELECTRiCAl
SYSTEM REPlACISMENTS
OCSCRIPTION FPl''D. OCSIG1£11 GH ~ HIL.LHE!.11 CI TY OF NEWPORT BEACH H-5144-S
l-------'---'-----REV-IS-IONS-------'---h-0£=CKED=------"LD"'--bll'l==~"--5 M"'"•r""l""'99"-'43 PUBLIC WORKS DEPARTMENT 5l£ET 2 OF 5
IFlTE BY
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SECTION A-Fl
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GRLV. w w F 6" X 6" #8 ___,..,.,,. _I '-,/ l 17 2" X 10" DECK BOARDS
WIRE MESH 2" MINIMUM 1-1= =-·=---=_-=--=---=._ --(! OVERLAP, TO BE TIED-ON -I I.J
WI EXIST. CLEANED WIRE MESH j 1-
2 EACH 518"
GALV. BOLTS
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1 x:n CONDUITS) +1-12' SPACING 2 •r-~oo I
SUPPORTED BY A GRLV. 6 1~ ~ ·
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2· DIA. CONDUIT I --I ELECT. • ' 6" •
CURB REPAIR DETAIL
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SIDE VIEW
4• 4" x a· x 2'-3" wooD I~ w5: 1
1 CONDUIT SUPPORT
_J_ METAL BRACKET <SUPPORTS Lru11_ _ _1
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1" DIR.
I ~-i __ J I / ABANDONED 12· : : ' l : '~ ~11~--------__ 1._ r ,--il-:-.:::__ 1011 A o, V 1 I.,• d y 4• e CENTER, 3-1/2" THICK ~ I GALV. ELEC. I [f,')(10'"~ t" ---------------1----£---j
PVC COATED GREY
. _____ 4" @ CENTER, 3-112" THICK<~k2-.xri':1 8,, : r-,,,--2· DIR. PVC YELLOW
'~--~" ---~~ -2" x 10" DECK BOARDS 2 EACH 518' :;;----r--•·
GAL V. BOLTS ~=.-::..-::.. ""J.--::..-::.. -{~ 16 "
•~ I ,, .. 1--6" x 16" STRINGER
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2' DIR. CONDUIT ELEC.
NEHPORT PIER EXISTING TYPICAL SECTION
NTS
(FOR CONTRACTOR'S INFORMATION ONLY)
,-I I✓ r4 ___ -f _ --, f_J 2" x 10" DECK BOARDS-~--1----1• I 2 EACH 518"
16" ~::.~~ GRLV. BOLTS
!I-;, ~,;11 6" x 16" STRINGER
DATE BY
ff'PROVED
PUBLIC HORKS DIRECTOR
R.E. NO. 12806
DATE
C-2877
N~OOT PIER AN~ BAlOOA
PIER ~EPAIR AN~ ElECTR!CAl
SYSTEM REPLACEMENTS
IBO<IPTION FFP'D. D£SIGNED GH ~ Hll.UWI CI TY OF NEWPORT BEACH H-5144-S 1---1--'-----REV-IS_IO_NS ____ __,__-b:CHE""CKED=--""-+DA;;;:;TE.;:'-==, PUBLIC WORKS DEPARTMENT SHEET 3 OF 5 lD 15 Har 1993
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M.L.L.W. EL.
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0 EXISTING PILE
• PILE REPLACEMENT
~ BENT NUMBER
PLRN
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PROFILE
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VERT. SCALE:
1" = 50'
1" = 10'
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DATE BY
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EXISTING SRND LINE
MRY 1992
- -... : . ---- ---
DC:SCR!PTION
APPROVED
PUBLIC WORKS DIRECTOR
R.E. NO. 12805
DATE
C-2877
~EW?OOl PIER A~D BAlBOA
PIER REPAIR AND ElEClR!CAl
SYSTEM REPlACEIMIENlS
RPP'D. DESIGNED GW DRR~N WILLHELM CI TY OF ~iE!,!PORT BIEFIICH H-5144-5
1---~-~---R-EV-!S-JO-NS----~-+cc=HE=cK=ED--=-+.D=AT'='"E ~="'! PUBLIC WORKS DEPARTMENT
LO 22 reb 1993 SHcET 4 OF 5
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LEGEND
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~ BENT NUMBER
M.L.L.W. EL. 0.00
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EXISTING SAND LINE
JUNE 1992
----.... -------- -1--..... --------
APPROVED
PUBLIC WORKS DIRECTOR
R.E. NO. 12806
DATE
C-2877
NBM?ORl PIE~ AND BAlBOA
PIE~ REPA!~ AND ELECTR!CAl
SYSTIEM REPlACIEMENlS
1-□-AT_E ...L__BY__j_ ___ n_Es_cR_IPT_10_N ___ ___J!_RP_P'_□,1-,,,0E=sr=GN"'"'ED-----'G"'--w -1-c,DR~A~~~ --"'meccLL=HE=tLM CI TY OF ~EWPOlRT BIERC~ H-5144-5
REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 5 OF 5 LD 22 Feb 1993
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