HomeMy WebLinkAboutH_5197_SCITY OF
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VICINITY MAP
NOT TO SCALE
SYMBOL LEGEND
• POWER POLE
Osco SANITARY SEWER CLEANOUT
C,SMH ti I WM
□GM
-------®----
-x-x-x-
SANITARY SEWER MANHOLE
FIRE HYDRANT
WATER METER BOX & SERVICE
GAS METER
VALVE
POWER POLE ANCHOR
MONUMENT
FENCE
JOHN WAYNE
>..1 AIRPORT
OCEAN
ABBREVIATIONS
AC ASPHALT CONCRETE
EXIST EXISTING
DIP DUCTILE IRON PIPE
NTS NOT TO SCALE
STL STEEL
ABAND ABANDONED
co CLEANOUT (SEWER)
EV ELECTRICAL VALVE
SW SIDEWALK
WWF WELDED WIRE FABRIC
DF DOUGLAS FIR
S1E SURFACE ONE EDGE
C'-14,,.
~~ ~a Ii"
CITY OF
IRVINE
UN\l/£.RS\1Y
===c::: BLOCKWALL
TREE IRWC INDEPENDENT WIRE ROPE CORE
Ml MALLEABLE IRON
.LLL. .LLL. .LLL ..LLL.
SHRUBBERY
ASPHALT PAVEMENT
;:;:;:'::::::'::::': BRICKWALK
I: I CONCRETE
~uuua.Jl BU I LOIN G
EXISTING CONSTRUCTION
PROPERTY LINE ----NEW CONSTRUCTION
___ <r_ ___ CENTERLINE
----S ----SEWER LINE
-----W-----WATER LINE
- --G---GAS LINE -E--POWER LINE -T--TELEPHONE LINE
-CATV-CABLEVISION LINE
-SP--SPRINKLER SYSTEM
:a: STREET LIGHT
-u-SIGN
p ==I GARAGE OPENING
c-----=:::I WINDOW
* SPRINKLER
EMERGENCY TELEPHONE NUMBERS
CALL TOLL FREE
1-800-422-4133
BEFORE YOU DIG
LIFEGUARDS
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
AT&T
CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT)
TIME WARNER CABLE
POLICE DEPARTMENT
FIRE DEPARTMENT
DAY NIGHT
911
(800)-624-8153
(800)-611-1911
(800)-332-1321
(949)-644-3011
(714)-542-6222
911
911
911
(800)-624-8153
(800)-611-1911
611
(949)-644-3717
(714)-388-2000
911
911
,-
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i w z
PUBLIC WORKS DEPARTMENT
OCEAN PIER REPAIRS
BALBOA
PIER
NEWPORT
PIER
C-4682
APPROVED: ______________________ DATE: ______ _
DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106
APPROVED:~~~~~~~~~-------------DATE: ______ _
DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 47961
LOCATION MAPS RECORD DRAWINGS
NOT TO SCALE These Record Drawings have been prepared based on the best avoilable information. WhDe
this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor the
errors or omissions which may or may not have been Incorporated Into these plans.
No. 64465 . 6-30-1
crvn ..
GENERAL NOTES
1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL
BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION," 2003 EDITION AND SUPPLEMENTS TO DA TE, EXCEPT
AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS
CONTRACT'S SPECIAL PROVISIONS.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE
CONTRACTOR SHAUL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND
ELEVATION IN THE FIELD PRIOR TO BEGINNING OF CONSTRUCTION.
3. ELEVATION DATUM MLLW=0.00 FT.
4. CONTRACTOR SHAUL VISIT SITE PRIOR TO BIDDING TO VERIFY EXISTING
CONDITIONS AND EXTENT OF WORK.
5. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES,
REGULATIONS AND SPECIFICATIONS.
6. MATERIALS SHALL BE IN CONFORMANCE WITH THE SPECIFICATIONS.
7. DIMENSIONS SHOWN ON DRAWINGS ARE APPROXIMATE. CONTRACTOR SHALL
DETERMINE THE EXACT DIMENSIONS AT THE SITE.
8. EXISTING LIGHT POLES, BENCHES, FISH CLEANING SINKS AND OTHER PIER APPURTENANCES
AND UTILITIES NOT SHOWN. CONTRACTOR TO VERIFY AS REQUIRED, PROTECT AS NECESSARY
AND RELOCATE AND REINSTALL IN ORIGINAL CONDITION IF REQUIRED TO PERFORM CONTRACT WORK.
9. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE
ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WILL
PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION.
10. CORRELATION OF DRAWINGS AND SPECIFICATIONS. ANY WORK NOT INDICATED ON THE
DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED
AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK
NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS
SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.
CONSTRUCTION NOTES
QJ CLEAN AND GROUT CRACKED STRINGER WITH SIKADUR 32.
IT]
0
0 m
IT]
[?]
CLEAN AND GROUT CRACKED STRINGER WITH SIKADUR 35.
REPLACE MISSING LATERAL BRACING .
REMOVE AND REPLACE 4' X 16" STRINGER PER DETAIL ON SHT. 4.
CLEAN AND GROUT PILE CAP CRACKS WITH SIKADUR 35.
RE-ATTACH EXISTING LATERAL BRACING WITH 3"-20D GALVANIZED NAILS.
REMOVE EXISTING AND INSTALL NEW 1" X 18" GALVANIZED STEEL BOLT WITH GALVANIZED
STEEL NUT, WASHERS AND SINGLE CURVED 4 1/8" X 4 1/8" SPIKE GRID AT CROSS
BRACING CONNECTION PER SECTION A ON SHEET 4.
[fil REMOVE EXISTING AND INSTALL NEW GALVANIZED STEEL BOLT, NUT AND WASHERS
AT LATERAL BRACING.
[gJ REMOVE EXISTING LATERAL BRACING AND INSTALL NEW LATERAL BRACING WITH
GALVANIZED STEEL HARDWARE. ~ CLEAN AND GROUT CRACKED PILE WITH SIKADUR 35.
[ill REMOVE EXISTING CROSS BRACING AND INSTALL NEW CROSS BRACING WITH
GALVANIZED STEEL HARDWARE.
AS-BUil T NOTES
QJ ALL CROSS BRACE HARDWARE REPLACED WITH 1" ALL THREAD SS 316
REF: H-5164-S: H5155-S; H-5157-S: H-5158-S: H-4958-S: H4957-S
APPROVAL RECOMMENDED REVIEWED
MARK HARMON
t.1.0.D. DIRECTOR
FONG TSE RCE 56980
PRINCIPAL CIVIL ENGINEER
DATE ________ ,DATE ______ _
C-4682
OCEAN PIER REPAIRS
TITLE SHEET
DESIGNED TS DRAWN MGRACIA CITY OF NEWPORT BEACH H-5197-S f------+-----f-------+-------1
CHECKED DA TE
FT 22 MAR 2011 PUBLIC WORKS DEPARTMENT SHEET 1 OF 1 Q
9 10 118765
4
3
2
1
12 13 14
15 16 17 18 19 20 21 22 23 24 25
26 27 28
EXISTING PIER PLAN: BENT NOS 1-14
A
4
EXISTING PIER PLAN: BENT NOS 15-28
C-4682
102
H-5197-S
OCEAN PIER REPAIRS
NEWPORT PIER
EXISTING PIER PLAN: BENT NOS. 1 - 28
B
4
CONSTRUCTION NOTES
NOTE:
4
5
2
3
7
3
2
3
6
2
3
6
8
5
1
3
7
8
1
2
3
6
7
8
10
5
6
3
8
2
2
1
2
3
6
412
5
1
7
8
2
9
RECORD DRAWINGS
10
5
~-----------73' ---------------,ff-------------------------------180' ----------------------------------7i'!:....._ ___ 20' TO
BENT@
NOTE:
ALUMINUM HANDRAIL EXTENDS1--~
19'-9" NORTH OF BENTG)
ALUMINUM PIPE HANDRAIL
It)
I') .
It)
~
SCALE: 1 " = 1 O'
-----LJ~
IXl • co
~
I')
11"-:
0)
I
I
0 IXl .
0)
~
~
""" .
IXl
~
STAIRS TO LIFEGUARD
HEADQUARTERS BUILDING
It)
I~
0)
~
IXl IXl .
0)
~
Cl.. ::::,
co
I~ 0)
I
I
co IXl .
0)
~
ADA RAMP AND BRIDGE TO
LIFEGUARD HEADQUARTERS
BUILDING
~
I "": 0 N
I
I
IXl
0 .
0 N
LIGHT POLE
IXl
I~ 11'? 0 ~ N N
UP
11
11
I I
I 11 I
: \os11 L: \os,, s,, s,
0
1--: N N
I
LIGHT POLE
0
I~ N N
I
I
It)
I
~ S12, S13w ~
~ PIER CLOSURE GATE
/
/ I
I
0
""" """ .
I')
N
24'
lYP
I
I
" """ .
I')
N
S4, S9
Os7
□ S5, S6
Ds8
'--------1 NOTE:
ELEVATION OF DECK SURVEYED
BY CITY OF NEWPORT BEACH
ON 1 0 MARCH 2000. ELEVATIONS TAKEN
ADJACENT TO RAILING POSTS.
20' TO -----,r--------------------------------------220, ---------------------------------------..r-------40' -------ii'----20' TO
B~@ ~@
" co .
I')
N
I ~ S6, S7,
I S10, S13
I
I
" I') .
I')
N
SCALE: 1" - 1 O'
CLEAN AND GROUT CRACKED STRINGER WITH SIKADUR 32.
CLEAN AND GROUT CRACKED STRINGER WITH SIKADUR 35.
REPLACE MISSING LATERAL BRACING.
S8
S10, S12
REMOVE AND REPLACE 4' X 16" STRINGER PER DETAIL ON SHEET 4.
CLEAN AND GROUT PILE CAP CRACKS WITH SIKADUR 35.
11
I
11
I
11
RE-ATTACH EXISTING LATERAL BRACING WITH 3"-20D GALVANIZED NAILS.
IXl co . I')
N
0 " .
I')
N
S10, S11, S13
S5
IXl &G,/ I " . I')
N
11
I
11
I I
11 I
I') co .
I')
N
co " . I')
N
IXl " • I')
N
S5, S6, S8, S9
S10, S13
□
S3, S4, S10
n S13 &
co .
I')
N
It) co
I')
N
~ /[J S3, S5, :8
~ 1/ S10, S13 ~I
I')
" I')
N
□ S4, S5 S6
Ds4
S2, S8,
□ LB1, LB2
I') 0
(0 co • I') I')
N N
" It) . I n N
~ S3, S13
□
□
r::: ;fl P1
~If □ S1, S9, S11
□ S3, S4
S9, S10
10
□
I')
""" . I')
N
~pP4
I~ &
"""
~~S5, S7
□
NEWPORT PIER
W REMOVE EXISTING AND INSTALL NEW GALVANIZED STEEL BOLT, NUT AND WASHERS
AT LATERAL BRACING.
[fil REMOVE EXISTING LATERAL BRACING AND INSTALL NEW LATERAL BRACING WITH
GALVANIZED STEEL HARDWARE.
o:§] CLEAN AND GROUT CRACKED PILE WITH SIKADUR 35.
[DJ REMOVE EXISTING CROSS BRACING AND INSTALL NEW CROSS BRACING WITH
GALVANIZED STEEL HARDWDARE.
[gj REMOVE EXISING AND REPLACE SPLICE BLOCK "XXX" INCLUDING NEW GALVANIZED STEEL
HARDWARE.
ALL LOOSE CROSS BRACING OR CROSS BRACING
TO BE REPLACED, SHALL BE INSTALLED WITH NEW 1-INCH DIAMETER HOT DIPPED GALVANIZED
BOLTS, NUTS AND WASHERS.
No. 64465 xp. 6-30-11
5/29/12 TS
DATE BY
S2, S9, S12 □
S1, S10. S13 □
&o
I'? S2, S4, S1 2 I'?
I IXl It) .
I')
N
IXl Pn ~
~I Ds6 ~ I
Ds3
□ S2, S4, S7
□
□
""" " • I')
N
I')
" .
I')
N
IXl co .
I')
N
LB SPLIT AT PILE
REPAIRED&
0 co .
I')
N
(ONCRETEI BENCH
TYPICAL
Theae Record Drowlrige how been prepared based on the best owOoble lnformaUon. 'lihle
& AS-BUILT
thle ilforrm1Uon Is blllieYed to be reliable. Cfty of Nnport Beach le not reeponslble for Its oc1Ut1cy, ncr the
erron or omissions which mcy 0f moy not have been Incorporated into these plons.
IXl co • I')
N
DESCRIPTION APP'D, DESIGNED TS DRAWN MGRACIA CITY OF NEWPORT BEACH
REMOVE EXISTING AND INSTALL NEW 1" X 18" GALVANIZED STEEL BOLT WITH GALVANIZED
STEEL NUT, WASHERS AND SINGLE CURVED 4 1/8" X 4 1/8" SPIKE GRID AT CROSS
BRACING CONNECTION PER SECTION A ON SHEET 4.
C[Vl\.
OF CAL\1 1---~-~---------~---1------+---__, f--------<
REVISIONS CHECKED FT DAlfo MAR 2011 PUBLIC WORKS DEPARTMENT SHEET OF
29 30 31 32 33 34 35 36 37 38 39 40 41
42 43 44 45 46 47
48
49 50 51 52 53
EXISTING PIER PLAN: BENT NOS. 29-41
C
4
EXISTING PIER PLAN: BENT NOS. 42-53
FISHERMANS
RESTAURANT
4
E
D
4
CONSTRUCTION NOTES
6
NOTE:
C-4682
103
H-5197-S
OCEAN PIER REPAIRS
NEWPORT PIER
EXISTING PIER PLAN: BENT NOS. 1 - 28
8
10
3
2
6
8
10
5
6
8
10
5
6
8
10
6
8
10
1
2
8
2
8
10
6
8
9
2
6
3 3
2
1
10
7
2
10
8
7
10
8
6
3
8
7
1
8
7
6
3
2
10
8
7
6
2
8
6
10
2
11
8
3
10
2
8
6
3
8
6
3
2
8
6
10
RECORD DRAWINGS
2
2
2
2
20' TO
BENT@
20' TO
BENT@
□ S12
S8
U)
U) • I")
N
-CXl .
I")
N
□ S16
□ S4, S9, S10
S1
I")
CXl .
I")
N
□ S5 S16ffi 0 □s8&
□ CB1, CB2 □
P5 P5
-CXl CXl r--• .
I") I")
N N
L
□ S4, S11, S12
Os3D s1s& □ S5, S9, S14, S16
□ □ □
r--O> 1/) U) . . I") I") N N
30'
-U) . I")
N
240' □ S15, S16
Osg
Oss
□
□
~~P2
N
REPAIRED 18"
CRACKED LBffi
m
v v .
I")
N □ S10
DENOTES
20' TO
□ S4, S6, S11, S14 Os13 Os7
BENT@
□ S3, S4, S8, S15
Os3 Os3 Os13 0s4 0s4 Os11 □ □ □ 0s3 □ S7, S13 □ □ P1, P2, P4
P2, P4, P5 CB2 P2
1/) V LIGHT N P3ffi O> -U) I") r--U) CXl r--I") . r--• • POLE . . I") I") I") I") I") I")
N N N N N N
r--I() U) 0 0 CXl U) r--U) I() U) I() . . • • . • I") I") I") I") I") I")
N N N N N N
EXISTING
BENCH LIGHT TYPICAL
SCALE: 1" -1 o·
S3, S7, S11, S13 □
P1, P3 B \ ~---------la,~----
□ S20 BENCH POLE
□ 99'-6 ..
S27, S28
---.JL---------------------120' ---------------------
U)
U) . I")
N
0 r--
I")
N
Ds6
□ S11
□ S12
□
P2
□
U)
U) .
I")
N
U) r--• I")
N
S3, S12
□ P1, P2
SCALE: 1 " -1 O'
ill □ S8, S10, S11, S12
□
□ S4, S8
□
P1, P3 &D S9, S10, S11
I") -U) r--. .
I") I")
N N
w PILE CAP REPAIR R ~ NEW 4"X12''X4& Ii
N r--. I")
N
□
CXl U) . I")
N
S5, S11
□ P1, P5
NEWPORT
-r--.
I")
N
r--U) . I")
N
□
□ S3, S4, S13
□
□ P1, P4
N r--.
I")
N
r--U)
I")
N
S5, S13 L
□ S3, S4, S14
□
PIER
U)
I() .
I")
N
CXl I() .
I")
N
EXISTING
STORAGE
SHED/
EQUIPMENT
BLDG.
z D
-
SINK
23.53
I
I
~ ............. ~ -c-q-
I") r--. I")
N
0 1
I
---i
I
I
L.....+-"1 =r
L
I()
I") .
I")
N
ALL LOOSE CROSS BRACING OR CROSS BRACING
TO BE REPLACED, SHALL BE INSTALLED WITH NEW 1-INCH DIAMETER HOT DIPPED GALVANIZED
BOLTS, NUTS AND WASHERS.
CXl -• I")
N
I")
N . I")
N
r--1") .
I")
N
23.38
No. 64465 xp. 6-30-11
crvu ..
OF CAL\1
23.10
~ .
I")
80'
5/29/12 TS fil AS-BUILT
DATE BY DESCRIPTION
CLEAN AND GROUT CRACKED STRINGER WITH SIKADUR 32.
CLEAN AND GROUT CRACKED STRINGER WITH SIKADUR 35.
REPLACE MISSING LATERAL BRACING.
CLEAN AND GROUT PILE CAP CRACKS WITH SIKADUR 35.
RE-ATTACH EXISTING LATERAL BRACING WITH 3"-20D GALVANIZED NAILS.
REMOVE EXISTING AND INSTALL NEW 1" X 18" GALVANIZED STEEL BOLT WITH GALVANIZED
STEEL NUT, WASHERS AND SINGLE CURVED 4 1 /8" X 4 1 /8" SPIKE GRID AT CROSS
BRACING CONNECTION PER SECTION A ON SHEET 4.
REMOVE EXISTING AND INSTALL NEW GALVANIZED STEEL BOLT, NUT AND WASHERS
AT LATERAL BRACING.
REMOVE EXISTING LATERAL BRACING AND INSTALL NEW LATERAL BRACING WITH
GALVANIZED STEEL HARDWARE.
CLEAN AND GROUT CRACKED PILE WITH SIKADUR 35.
REMOVE EXISTING CROSS BRACING AND INSTALL NEW CROSS BRACING WITH
GALVANIZED STEEL HARDWDARE.
These Record Drawings hove been ?f8pared based on the best awiloble information. 'hllile
this inforrnotit1n ii, believed to be reliable, City t1f Newport Beoch is not resp,;msible for ib OCQJrocy, nt1r the
errors or omissions which may or may not have be111 Incorporated into these plans.
APP'D. DESIGNED TS DRAWN MGRACIA CITY OF NEWPORT BEACH
I---~-~---------~---------+---__, f------__,
REVISIONS CHECKED FT DAlfo MAR 2011 PUBLIC WORKS DEPARTMENT SHEET OF
4 PILE BENT (BENT NOS. 1-25)A 5 PILE BENT (BENT NOS. 29-47)C6 PILE BENT (BENT NOS. 26-28)B
8 PILE BENT (BENT NO. 48)E
11 PILE BENT (BENT NO. 49)D
5
J
5
K
34 2 1
123456 5 4 3 2 1
5 4 3 2 1678
8 7 6 2345 191011
STRINGER DETAIL
EDGE STRINGER REPAIR
C-4682
104
H-5197-S
OCEAN PIER REPAIRS
NEWPORT PIER
EXISTING PIER PLAN: BENT NOS. 1 - 28
RECORD DRAWINGS
e-
FENDER
PILE
~-----------24' --------------------------------40' --------------------
I
I ..--1
0
2 X 4 BRIDGING
20d GALVANIZED NAILS
TYPICAL
F 4x16 (lYP)
DF 4x8 BRACESO
(lYP)
8 SCALE: 1" -4'
1-3/4"x11" BOLT. 1"x3" SPACER
AND WASHERS AT LAP JOINTS OF
STRINGERS TYPICAL.
ONCRETE DECK
~-¥-2' -0" (lYP)
' I I
DF 6x16 EDGE
STRINGER (lYP)
11
\ 710
0
I
I
I
I
I
'
I
I
I
I
' I
I
I
I
II O 'CJ
1" X 18" BOLTS1 '1
& WASHERS .--:
WITH SINGLE
CURVED
4,l{i"X 4,l{i"SPIKE
GRID (lYP)
0
NOTE: ALL PILES PLUMB ON
BENTS NO. 1-9
I
I ' I I
I I
I I
' I I I -0
~-+-2' -0" (lYP)
1" X 18" BOLTS
& WASHERS
WITH SINGLE
CURVED
4,l{i"X 4,l{i"SPIKE 0 GRID (lYP)
1-3/4"x11" BOLT. 1"x3" SPACER
AND WASHERS AT LAP JOINTS OF
STRINGERS TYPICAL.
•
0
8 SCALE: 1" -4'
2 X 4 BRIDGING
20d GALVANIZED NAILS
TYPICAL
DF 4x16 (lYP)
0
DF 4x8
BRACES
(lYP)
0
----------------------------55' ------------------------------;!'
LIFEGUARD
LADDER
DF 4x16
(lYP) ---.
DF 6x20
(lYP)
GANGWAY
2 X 4 BRIDGING
20d GALVANIZED NAILS
TYPICAL
------2' -0" (lYP)
1-3/4"x11" BOLT. 1"x3" SPACER
AND WASHERS AT LAP JOINTS OF
STRINGERS TYPICAL. CONCRETE DECK
\ 1
DF 6x20 EDGE
STRINGER (lYP)
\710
.----.--\ __ LIFEGUARD
PLATFORM
' ' ' ' ' '
1" X 18" BOLTS
& WASHERS
11ea===111 >-+-1'-1 o" -----,--,,,....,----------,-----4 SPAC s @ 7' -9· -----------~!'-+-6' -11" __ ....,._ 6' -11" I,. ; ' ' ' ' ' ' '
WITH SINGLE
CURVED
0 0 0 0 0 0
8 SCALE: 1" -4'
2 X 4 BRIDGING
0
1-3/4"x11" BOLT. 1"x3" SPACER
AND WASHERS AT LAP JOINTS OF
' ' ,___,
0
4,l{i"X 4,l{i"SPIKE
GRID (lYP)
CONCRETE DECK
DF 4x16
(lYP)
DF 6x20
(lYP)
20d GALVANIZED NAILS
TYPICAL STRINGERS TYPICAL. CONCRETE DECK ~---.II'-2' -o• (lYP)
0
~--------------30' ---------------
DF 6x20 EDGE
STRINGER (lYP)
DF 12x12
PILE CAP
I
I 1 I
DF 4x16
1-3/4"x11" BOLT. 1"x3" SPACER
AND WASHERS AT LAP JOINTS OF
STRINGERS TYPICAL.
~-6'-11·---
2 X 4 BRIDGING
20d GALVANIZED NAILS
TYPICAL
CONCRETE DECK
.-~ 2' -0" (lYP)
10 ,:
I
NOTE: THREE
PILE GROUP AT
EAST END OF
BENT NO. 47.
NOT TO SCALE
'
11" X 18" BOL
: & WASHERS
1 / WITH SINGLE
I I CURVED
O
.__J 4,l{i"X 4,l{i"SPIKE
GRID (lYP) 0 0
DF 4x8
BRACES
(lYP)
8 SCALE: 1" -4'
~· "·'
' \' ,\
I j cj~
DF 6x20 EDGE
STRINGER (lYP)
•
0
r
r r
r
' I • 'J
' I
I I
I I
I I
I I
-.....J
0
e-
FENDER--i
PILE
~ NOT TO SCALE
ll__----+l------~+h~----~~~----~-----,~----+----------,,---+b~---------,-tt--,--------------,~....,-------------,---tt,,---~==::,,,.-,_~ ____ ~---++-~-------,---+J,--,-,--_J----__._ DF 12x12 PILE CAP
STRINGERS BOLTED THRU CAPS)
WITH 3/4"X30" BOLTS ANDI
WASHERS WHERE SHOWN. TOE
NAIL STRINGER ENDS NOT
BOLTED, WITH 40d NAILS
These Record Drawings hove been prepared based on the best ovaktlle Information. Whle this Information 11 belllVld to be rellmla, City of Newport Beach ill not responsl>le for Its accuracy, rior the
errors or omissions WIich moy or may not have been Incorporated Into these ph:r1s.
GANGWAY
DF 4x8
BRACES
(lYP)
TYPICAL
SEWAGE
LIFT
STATION
1" X 18" BOLTS
& WASHERS
WITH SINGLE
CURVED
4,l{i"X 4,l{i"SPIKE
GRID (lYP)
LIFEGUARD
PLATFORM
•
l 1·-,0· -----,01'-------0-----0-----0--8 SPACEO 7'-9" --0=------0---------0-----~-+--1·-10· --if
8 SCALE: 1" -4'
NEWPORT PIER No. 64465 Exp. 6-30-11
crvn, DATE BY DESCRIPTION
' \ 1
\l6 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
NOTE: DIMENSIONS OBTAINED FROM 1939
DESIGN DRAWINGS, PLAN NO. 406, FILE
NO. H-4958-S AND FROM FROM DECK
RECONSTRUCTION PLANS.
FIELD VERIFY EXISTING DIMENSIONS AS
REQUIRED.
' ----1---;;, BATTER PILE ' ' ' ' ' ,,__,...
APP'D. DESIGNED DRAWIN
TS MGRACIA
NOTE:
HEADERS; 3"X16" S1 E, INSTALLED AT ALL
EXPOSED ENDS OF STRINGERS. TRANSVERSE
SWAY BRACING OMITTED ON OUTER BENT.
CITY OF NEWPORT BEACH
CHECKED DATE 1------------i
REVISIONS FT 01 FEB 2011 PUBLIC WORKS DEPARTMENT SHEET OF
J LONGITUDINAL DIAGONAL BRACING DETAIL (BENT NOS. 18-25)LONGITUDINAL DIAGONAL BRACING DETAIL (BENT NOS. 49-53)K
C-4682
105
H-5197-S
OCEAN PIER REPAIRS
NEWPORT PIER
EXISTING PIER PLAN: BENT NOS. 1 - 28
DF 4 "x8"x4' -0" SLICE
BLOCK BELOW (lYP)
DF 4x1 6 STRINGER
(lYP)
3/4" THRU BOLT, 45' WASHER,
N0.2, 4" SPLIT RING (lYP) ......,
8 SCALE: 1" -4'
DF 12x12 PILE CAP
DF 6x8 DIAGONAL BRACE
{lYP)
3/4"91 x 12" LAG BOLT
"-1-J><r-rt---n-AND WASHER (lYP)
V
DF 4x16~
STRINGER
(lYP)
1
NEWPORT
r--
r--r--
r r
8 SCALE: 1" -4'
PIER
r--r--
- -
,--i--
r---re
3/ 4 "91 THRU BOLT,
45· WASHER, N0.2
4" SPLIT RING (lYP)
DF 6x8 DIAGONAL BRACE
(lYP)
DF 12x12
PILE CAP
APP'D. DESIGNED TS DRAWN MGRACIA CITY OF NEWPORT BEACH DA TE BY DESCRIPTION L~~L'_'._J __ --;~~~----L_ICfCHiftEC:i<iKEEDD-~DMArI;TE~~;j PUBLIC WORKS DEPARTMENT REVISIONS FT 10 MAR 2011 SHEET OF
EXISTING PIER PLAN: BENT NOS. 32-47
8
M
8
L
RUBY'S
DINER
NOTE:
CONSTRUCTION NOTES
C-4682
107
H-5197-S
OCEAN PIER REPAIRS
NEWPORT PIER
EXISTING PIER PLAN: BENT NOS. 1 - 28
2
5
8
3
6
8
10
10
1
8
2
10 8
10
2
6
8
2
8
2
6
8
2
RECORD DRAWINGS
20' TO ----,lf----20' ---1-------40' ---------:.1F--------------------------
BENT@
CX)
N -.i-
N
S3
LIGHT
POLE\I 5
N
S3
□ S3, S10
□
DPs
11
I')
LO
CX)
I "": "'" N
PS
S1, S13 LB2 S7, S13
□ □P2 □
□P4
<O LIGHT
0 "'" LO POLE -.i--.i-N N
160' LIGHT
POLE
TRASH ENCLOSURE
S7, S13 S13 S4, S7, S13
Os4 □ □ S3, S10
□ □
CX) LO "'" LO LO iq <O LO
-.i-"'" "'" "'" N N N N
-.i-~----------------1------------------------------------~
~
24' 40' I ~
N
~
24' I
I:, I .
"'"
11 ~F;::~=====1;=::======~==f=======i===r=f====F======~======~=======t===::::::::J
N
N I <O
I -.i-
N
SCALE: 1" = 1 O' -0"
I
11
r--,....
-.i-
N
N
LO -.i-N
IT] CLEAN AND GROUT CRACKED STRINGER WITH SIKADUR 32.
IT]
w
[]]
[]]
~
CLEAN AND GROUT CRACKED STRINGER WITH SIKADUR 35.
REPLACE MISSING LATERAL BRACING.
CLEAN AND GROUT PILE CAP CRACKS WITH SIKADUR 35.
RE-ATTACH EXISTING LATERAL BRACING WITH 3"-20D GALVANIZED NAILS.
REMOVE EXISTING AND INSTALL NEW GALVANIZED STEEL BOLT, NUT AND WASHERS
AT LATERAL BRACING.
[I§] CLEAN AND GROUT CRACKED PILE WITH SIKADUR 35.
0 <O .
"'" N
"'" DENOTES "! "'" FISH SINK N
r--
LO .
"'" N
BALBOA
"'" <O -.i-N
<O
LO -.i-N
DENOTES CONTINUOUS BENCH
PIER
ALL LOOSE CROSS BRACING OR CROSS BRACING
TO BE REPLACED, SHALL BE INSTALLED WITH NEW
1-INCH DIAMETER HOT DIPPED GALVANIZED
BOLTS, NUTS AND WASHERS.
LO
<O .
"'" N
N <O -.i-N
DENOTES TELEPHONE STAND
No. 64465 xp. 6-30-11
LIGHT
POLE
DATE
"'" N
BY
~-----------79'-6" ------------¥
0 I')
-.i-N
I I LIFEGUARD RIN G
I I
X. LIMIT t APPRO
OF 2nd
I OVERH
STORY
ANG
~
CX) ,....
-.i-
N
DESCRIPTION
11
LO LO -.i-N
Ill
~24.63
g !
I
j,' J
) )
! )
b ~
<O
I')
-.i-N
24.5 0
111
APROX. LIMIT 11
1st FLOOR ~ FOUNDATION ~ PLAN
I
~)
1' 7
I
I
I I
I
~ 24.44
~
11
N
I')
-.i-N
~
I
)
I
N <O
-.i-N
24.55 ~
~
I
I')
"'" .
"'" N
Th818 Recad Draw1ngs haw beai pniporvd baaed on the beat awloble lnformotbn. While
~
~
11
this !nfonnotion 19 believed to be relloble, Cfty of Newport Beoch is not responsible for lb accuracy. nor the
errors or omissions which may oc may not how been Incorporated Into these plami.
N
I') .
"'" N
APP'D. DESIGNED TS DRAWN MGRACIA CITY OF NEWPORT BEACH
LIGHT
POLE
LIGHT
POLE
80'
C[Vl\.
OF CAL\1 o---~-~--------~-1------+-------I f--------1
REVISIONS CHECKED FT DAlfo MAR 2011 PUBLIC WORKS DEPARTMENT SHEET OF
4 PILE BENT (BENT NOS. 1-21; 25-32; 36-42)L 6 PILE BENT (BENT NOS. 22-24; 33-35)M
LONGITUDINAL DIAGONAL BRACING DETAIL (BENT NOS. 10-43)O
1243
O
--
O
6 5 4 3 2 1
C-4682
108
H-5197-S
OCEAN PIER REPAIRS
BALBOA PIER
EXISTING PIER PLAN: BENT NOS. 1 - 28
RECORD DRAWINGS
DF 4 •xa•x4' -0" SPLICE
BLOCK BELOW (lYP)
DF 4x16 STRINGER__..-
(lYP)
~-----------24' ------------
2 X 4 BRIDGING
20d GALVANIZED NAILS
TYPICAL
F 4x16 {lYP)
1-3/4"x11" BOLT. 1"x3" SPACER
AND WASHERS AT LAP JOINTS OF
STRINGERS TYPICAL.
ONC ETE DECK
.-----.1--2'-0" (lYP)
DF C iik
PILE CAP 1 ! ,jL 7• -3" -=.....,,,?+fl-f-7'-2" ---hl~"':::,,-"""'-
10 I/ ! STRINGERS BOLTED THRU CAP'~,--~~~
I
I
1 1 WITH 3/4"X30" BOLTS AND
1 1 WASHERS WHERE SHOWN. TOE
1 ! NAIL STRINGER ENDS NOT'
I BOLTED, WITH 40d NAILS
: TYPICAL--------
'
I I ----0 DF 4x8 BRACESQ
(lYP)
0 SCALE: 1• -4'
t PIER
•
•
•
1" X 1a• BOL
& WASHERS
0 WITH SINGLE
CURVED
~•x ~•SPIKE
GRID (lYP)
I
I I I
I -I 1
I 1,/ 710
I I
' I
I I
I I
I ' I I
I I
' I I I
I
I O :)
I I
' I 1.---1
0
DF 6x16 EDGE
STRINGER (lYP)
DF 12x12 PILE CAP
DF 6x8 DIAGONAL BRACE
(lYP)
3/4" THRU BOLT, 45" WASHER,
N0.2, 4" SPLIT RING (lYP)
sJ+,---++--++-3/4•(11 x 12• LAG BOLT
AND WASHER (lYP)
0 SCALE: 1• -4'
BALBOA PIER
~-------------------40' --------------------
e-
l
DF 12x12
PILE CAP I
I
I
I
I 1 ;
101:
I
I
I
I I
I I
I I
' I ~
0
1• X 18" BOLTS
& WASHERS
WITH SINGLE
CURVED
~"X ~"SPIKE
GRID (lYP) 0
1-3/4"x11" BOLT. 1"x3" SPACER
AND WASHERS AT LAP JOINTS OF
STRINGERS TYPICAL.
0
0 SCALE: 1• -4'
No. 64465 xp. 6-30-11
DATE BY
2 X 4 BRIDGING
20d GALVANIZED NAILS
TYPICAL DF 4x16 (lYP)
STRINGERS BOLTED THRU CAPS
WITH 3/ 4"X30" BOLTS AND
WASHERS WHERE SHOWN. TOE
NAIL STRINGER ENDS NOT
BOLTED, 111TH 40d NAILS
TYPICAL •
0
DF 4x8
BRACES
(lYP)
0
CONCRETE DECK
I
I
I
I
I
I. V
I I
' I I I
I I
I I
I ' I I
' I
'__.i
0
DF 6x20 EDGE
STRINGER {lYP)
NOTE: DIMENSIONS OBTAINED FROM 1939
DESIGN DRAWINGS, PLAN NO. 406, FILE
NO. H-4958-S AND FROM DECK
RECONSTRUCTION PLANS. FIELD VERIFY
EXISTING DIMENSIONS AS REQUIRED.
NOTE: THREE PILE GROUP
AT EACH END OF BENT NOS.
43 AND 47.
Th-Record Drawhge hC1'1'8 been prep<nd based on the beet avalciile hfonnatloo. \Wine this infomiation is belieml to be ~liatile, City of Newport Beach is not responsiblll!! for its oc:a1rocy, nor the
errors or omlsslcns which may or may not hove been hcorporated Into these plans.
DESCRIPTION APP'D. DESIGNED TS DRAWN MGRACIA CITY OF NEWPORT BEACH crvu ..
OF CAL\1 >----~-~----------~---------+----_,
REVISIONS CHECKED FT DAlfo MAR 2011 PUBLIC WORKS DEPARTMENT SHEET OF
A PARTIAL FOUNDATION PLAN
B SECTION - BEFORE
6
10
6
10
SECTION - AFTERB
H
10
H
10
109
H-5197-S
C-4682
LIFEGUARD HEADQUARTERS
PILE-GIRDER STRAP
REPLACEMENT
RECORD DRAWINGS
A
I
10'-2"
B
I
11 '-8"
C
I
11 '-8"
D
81'-10"
---
B
1 ---.-----.-----t---t: ----;~~ ~ -(C) ~,~,-SCAS COITT i =
' 5 : I I
I
I
I
2
' ...-3 f--I
4
5 f--
" ...-
' en I
(4\ TYP, ALONG ~ LINE "A"
~ B
~== -----------=r-=
B
(E) 6x12 BEAM I I
----------, I
I I
I I
I I
DO LI ----========-1-1
DO
B
th best adcille Information. lllhle th These Record Drawings haW! bei:n preptRdcr'ts:1 ~ Beach Is not responslble for Its aca.iroey, nor 8 this Information Is bellewd to be rellable:it h y been m:orpaoted i,to these plm,s. error.i a omlaiais which may or may n ave
' oc,
I
"'
L _______ _
' I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
GARAGE
I ~ (E) MASONRY
Ii WALL
V
;I
I
I
I i-----:-;;-i
I
I
I
SAW CUT---7
'ix:,
I
"'
@-
TY
LO
p ALL
CATIO
,
I \
----
s
-'
,-(E) 3x12
.-(E) 4x16
I
\ ,IX -~
-
0
0
0 cu.
(E) GALV &
CORRODED METAL
STRAP, TYP
(E) 12"¢ WOOD
PILE, TRIMMED @
TOP, TYP
!
_[_
X ~
.
_r --r ~ ,-----i_ ' '-'
I
'
11·-11"±
STAINLESS STEEL
SIMPSON A35SS,
TYP
I '_J , -
~ ~ r L~'---
~~
I I
I \.
\
\\ ·~
L_
I _i...,,.....-1 -
....r:::: _J,_
' _J-\w
'-,
\\
0
~-:;",-s"
TYP TYP ST STL :/"¢ TYP
BOLTS, TYP
,,
(E) 12"¢ WOOD
PILE, TRIMMED @
TOP, TYP 11'-11"± -NO TES:
1. BLKG APPLIES TO GRID LINE "A", "B" & "C".
I
(E) 8x1 6
SEISMIC
2x8 BLKG
BETWEEN
(E) 6x8s,
TYP
. -(E)
• PLYWOOD
I
0
L_
(E) 2x4
.-(E) 2x4
DECKING
(E) 4x4
SCALE: 1" 1' 0"
(E)
PLYWOOD
/
·c
(E) 2x4
DECKING
NOTES:
NNECTING THE TOP OF WOOD 1. REMOVE ALL (E) METAiN6T~~~~~~ THEM WITH SAME SIZE STRAPS
PILES TO THE Bxl 6s RDWARE USING STAINLESS STEEL, TYPE 316 . AND CONNECTION HA
STING 6x8 BEAMS AT ALL 2 PROVIDE BLOCKING FOR THE EXI
• LOCATIONS INSIDE THE CRAWL SPACE.
(E) 6x8
11'-9"±
I·. ~ X I·, LJ I I -l>< I \ ... ..J IIX I \_J . I
--_J ~ _c,, l__JI
-
, l_J~ " ' -=I . _r ! l__J--.'.= r --
-
I I
'\ '-t-
'~
(E) 8x1 6
PREPARED BY
C ,-----i_s-,,_,
-
0
0
\\
\\ ~ 0
0
(E) 4x4 ·-----
SEISMIC FULL
LENGTH FLAT 4x8
BETWEEN WOOD
PILES. USE
PRESSURE TREATED
WOOD, TYP
'
--
RMS Engineering
& Design, Inc.
Website: RMSENG.NET
• ' \
\\
~ ' -' _J•w -• _J ... \w
\\\
L
~ _i
~
s"_'::_.
TYP
)
REVIEWED
PRINCIPAL STRUCTURAL ENGINEER
S.E. NO. S003598
DATE
DESIGNED DRAWN
RMS DISCOUNT
CHECKED DATE CM 02 MAR 2011
I
' '!,;)
(E) 6x8
SECURE FULL
BEARING AGAINST
(E) WOOD PILE,
TYP
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
~~ __J',_,
11'-9"±
SHEET OF
(E) WOOD PILE
10
E
(E) WOOD PILE
10
F
10
G SECTION - BEFORE 10
H SECTION - AFTER
H-5197-S
C-4682
LIFEGUARD HEADQUARTERS
PILE-GIRDER STRAP
REPLACEMENT
1010
10
1 PHOTO PHOTO2
10
PHOTO3
10
PHOTO
10
4 PHOTO
10
5
RECORD DRAWINGS
' <D
<D
'
' r---
' r---
I
0
0
0
;-(E)
-8x1 4 GIRDER
TOP/ GIRDER
+11.47'
(E) HEAVY COATED
GALV STEEL STRAP
-1/4"x3" EA SIDE.
WELD TO 1/4"
BEARING PLATE
(E) 3/4"¢ GALV __ ......... ..
MB (TYP)
(E) WOOD PILE
SCALE:1"=1'-0"
.-8x14 GIRDER
TOP/ GIRDER
+11.47'
ST STL STRAP -
1/4"x3" EA SIDE.
WELD TO 1/4"
BEARING PLATE
-3/ 4"¢ ST STL
MB (TYP)
(E) TIE-DOWN STRAPS
-~
(E) WOOD PILE __ ........... -··
SCALE: 1 "= 1 '-0"
REPLACEMENT TIE-DOWN STRAPS.
TOTAL OF 13 LOCATIONS
• PLYWOOD (E) 2x4
DECKING
(E)
PLYWOOD
(E) 4x4
(E) 8x16
SCALE:1 "=1 '-0"
(E) 12"0 WOOD
PILE, TRIMMED @
TOP, TYP
(E) 8x16
ST STL r'0
BOLTS
,A35SS,
\ TYP
0 SCALE:1"=1'-0"
(E) 2x4
DECKING
(E) WOOD PILE
SEISMIC
2xB BLKG
BETWEEN
(E) 6x8s,
TYP
COUNTERBORE AT
BOLT HEAD
LOCATIONS
(E) 4x4
ST STL
STRAP
SEISMIC FULL
LENGTH FLAT 4x8
BETWEEN WOOD
PILES. USE
PRESSURE TREATED
WOOD, TYP
(E) 12"¢ WOOD
PILE, TRIMMED @
TOP, TYP
(E) STRAP (E) STRAP
(E) WOOD PILE
0
,
REMOVE & REPLACE (E) SIDING, AS
REQUIRED AND REPAINT TO MATCH EXISTING
COLOR
lheee Record Orol'lnga howi been prepcred bciaed on the bB&t awlable Information. Ylhne
NOT TO SCALE
thle Information Is believed to be reltable, City of Newport Beach Is not reaponsble for Its accuracy. nll' the errors «-omissions which may or may not hove been ll'ICOl'p«Oted Into these plans.
•
.. '
' $ "' ...., . ' ' i
<I •~._;_ ~._ ~
REMOVE & REPLACE (E) SIDING,
AS REQUIRED AND REPAINT TO
MATCH EXISTING COLOR (E) WOOD PILE--
PREPARED BY
RMS Engineering
& Design, Inc.
Website: RMSENG.NET
NOTES:
1. ALL METAL HARDWARE AND CONNECTORS SHALL BE ST STL
TYPE 316 & SHALL BE THE SAME SIZE AS EXISTING.
2. DO NOT DAMAGE WOOD WHILE WHILE REMOVING HARDWARE AND
CONNECTORS.
REVIEWED
REMOVE & REPLACE
(E) STRAP
PRINCIPAL STRUCl\JRAL ENGINEER
S.E. NO. S003598
DATE
DESIGNED
CHECKED
DRAWN
RMS DISCOUNT
DATE
CM 02 MAR 2011
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET OF