HomeMy WebLinkAboutH_5087_SBAK E R
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PLOT PLAN
SHEET 1
VICINITY MAP
¼0¼½3/41 --------GRAPHIC SCALE IN MILES
SYMBOL LEGEND ...
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POWER POLE
MANHOLE
FIRE HYDRANT
METER BOX
VALVE
POWER POLE ANCHOR
MONUMENT
-x-x-FENCE
BLOCK WALL
C~ TREE
,!J,'-,02 SHRUBBERY /'-v
--"'.&.&.,,,_, ASPHALT PAVEMENT
~B BRICK WALK
l<:--:::·•: :.':' CONCRETE -'--c.: ..:. • :.;. ;.]
!; ::I
~"'-/-""--':a BU IL DI NG
EX !STING CONSTRUCTION
----'NEW CONSTRUCTION
---i-CENTERLINE
--·-5-SEWER LINE
·-----w-WATER LINE
--q-GAS LINE
-. e:-POWER LINE
-7El-TELEPHONE LINE
-Tl'-CABLEVISION LINE
-SP-SPRINKLER SYSTEM
M STREET LIGHT
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EMERGENCY TELEPHONE
AGENCY
SOUTHERN CALIFORNIA GAS cbMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH (SEWER & WATER)
COUNTY SANITATION DISTRICTS
TELEPROMPTER COF\P. OF NEWPORT BEACH
COMMUNITY CABLEVISION
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NUMBERS
NUMBER
634-3128
835-3833
1-800-422-4133
640-2221
962-2411 EXT.24I
642.-3260
644-4471.
N
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U C 1.
NAME
MR. CANTY
MR. KIRSCH
MR. SCAPPLE
MR. GOMEZ
c-1~Ty-oF
NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
NEWPORT PIER
RA.MP RECONSTRUCT I ON
CONTRACT NO. C2072
APPROVED:~-Q, flv.i!, DATE: M11Rc~1 2; /';)7':)
PUBLIC WORKS DIRECTOR
R. E. NO. 12806
GENERAL NOTES:
l. Contractor shall inspect 'the ~ite for existing conditions prior to bidding.
2. All existing dimensions shown on plans shall be verified by Contractor prior to
fabrication or construction.
3. All Elevations refer to MLLW 0.00 ft.
4. All lumber shall be Douglas Fir, No. 1 or Select Structural pressure treated C.C.A.
or A.C.A. per A.W.P.A. recommendations for marine use.
5. All steel plates and angles shall have a minimum thickness of 3/811 unless noted
otherwise .
6. All bolts, screws and nails shall be galvanized. •
7. All hardware shall be double hot dipped galvanized after fabrication.
B. Concrete for closure of holes in upper deck after relocation of hoist shall be
2500 psi at 28 days.
9. Electrical:
a. Switches and Fixtures shall be weatherproof.
b. Conduit shall be minimum l" SCHEDULE 80 PVC.
10. Chain link fence shall be as follows:
a. Pipe posts, minimum 2-1/211 nominal O.D. per ASTM A-120, with max. spacing of
10 1 -011 •
b. Chain link fabric shall be 2" mesh, 9 gage per AS'rM A-392.
c. All components shall be galvanized.
11. All existing materials removed per plans shall become property of Contractor and
shall be removed completely from the City of Newport Beach property.
12. All work and material shall be in accordance with the latest edition of the
Standard Specifications for Public Works ConstrUction and all applicable codes
and ordinances.
PLOT PLAN
SCALE:
'
y--RECONSTRUCTION AREA
'
SAW P£0'RO CA. 1---f---t---------------j----j
1-:,,R::c,::cw:-:-s-, ... -. ----..sc=A..,..,...--;
DATE 8Y DESCRIPTION ~pp'p,
PATE
REVISIONS
NEWPORT PIER
RAMP RECONSTRIJCTION
\/ICIN lTY MA.P. $ PLOT PLA.i\J
• CITY OF NEWPORT BcAC\-1
PUBLIC WORKS DEPARTMENT
H-5087-S
SHEET I OF 3
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0 ,{;f 1~ '6,, /
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PLAN -EXISTING RAMP
SCALE: 1/s ,1 = 11-o''
NO"TE: VERIFY ALL APPLICABLE; DIME.NSIONS
RUN ELECTRICAL OPERATING
CONTROLS 1'"0 LOCATION AS
,SHOWN ON ffi,---------
0
CONCRETE
DEC.K SLAB
ABOVE
EXISTING SWITCH CONTROL TO
REMAIN .._ND REMOTE SWITCH
ADDED TO LOCATION A5 $\-\OWN
ONffi -~-
• BLOCKOUT 15" SQ-HOLE TH/SU
-------DECK E.ELOW HOIST
I
-'& 5/1:,'"r/J BOLTS
-re RE<;to EA. END)
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----
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X
£.f\_L 3x 3x 3/sCLIP
W@ ALL 4x8 tGxl4
5TRINGE:RS t e,-
2X6 DECKIN
-
LOCATE CONTROL TO
OPERATE RAMP HOIST.
Fil< TO TOP HANDR ... IL
DECKING TO BE NAILED WITH
e-\G,c/. NNL\a AT EI\C.H SUPPORT
--
TOP OF PLATFORM
ELE.V" + 15'
ELEVATION
' o" E • I IA '1 ; 1 -SC"-L . ,..., ffi
\~-----L ,ix3x3-f'x IG"LONG
1~
EKl5TING GXl4
--
PLAN
SCALE: 1/4 "= l'-O"
JI" 17,=
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g
-----~,(_t_R_A_M_P_ -------_-:-------tj--:j::=t-,fl<tn7
------
G)
+
TOP OF EXIST. PIER ELEV." + 24'
RAMP Ai +7.5' TIDE
RAMP A1 -2' 11D2_
._________ .
n
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FENDE.R /
E.LEV. +l~.O
\OP OF 8Y.l'i
ELEV. +12-0
or POL'(E: T1i'f-
L.E.N'E C.OVE R
-t-r-1··· --,-
__.,,..i
o+oo ...
--1=,;-,--\-----i-----
____,,,,-i::._ ____ T,
RELOCATE HOIST, HOUSING
AND ELECTRIC'°'L SERVICE
15 I I
I DETAIL CONN @ ill DETAIL CONNECTIONS (TYP.) (D EL.EV. -2
J,_
sn, CJETER'ICH·F'.OST Zlilel .003 FILM
\
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0
EX 1ST. POSIT ID OF
HOIST e HOUSING (TO
BE RELOCATED) REFER
Tb Dw'G. M ·5094-3.
.FOR REFERENCE
'-RAMP
RELOCATION OF HOIST
SCA LI':: NONE
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EXI.ST, GXl4\5
SCALE ' NONE
Fill WITH CONCRETE TO MATCH EXISTING
e-eXB's X 15" LONG TO COVER HOLE
r -.-~-:--_._ --.. -:-, ''--:--:-,. I : 0 ETA IL
NONE
WIDTH OF STRIN<?,ER
-HOLES FOR ¾''THRIJ 50LTS
'
5"
",-1. ,,,. •• Ir u-3"
·coNSTR.UC.T s x 14 RAMP GUIDE,.
TIMBER e POLYETHYLENE
COVER ON EXIST. ~
F_ENPER PILE PER'\)7
f2"SG. •• I
EX 15T. HOLE
--6·1G d NA\ LS
AROUND EDGE
CONTRACT NO. C2O72
APPROVED NFWPORT-PIER
,G.g_ )t.t.,, .. RAMP RECONSTRUCTION
DECK HOLE CLOSURE
:',CALE :
PUBLIC WORKS DIRECTOR L ,... V A T l o N DON ,,tlEJ),.MERS R.E.NO 12806 PLAN <; E t:. 1-\
-:~-tr.i I 'I',€ ER.~ G l===jt===~==========~;;;;;;;==========f;;;?~D~A~T~E ~~·=2=-1:,~~~~~~a~~~j~~~~1~~11~H~-~5~0~8~7~~-s~~ ~SA~N;;c,';'°'.'.'."o~--Tscsc'AiAL:,,-c_A.1 APP'D. DESIGNE~ DRAWN E.t,,I CITY Qf NEWPORT BEACH I-S-H-EE-T-:::,Z:--0-F-3;:;-7
"'"'" ,.u. ~HOw'N t~D~A~TE1=~ev~L ___ ;;;;~D~E~SC~R~IP~T~10-r:N _____ l'.'.:..:...:icicHiiiE~f~KE~-D~=·rD~AT~Ei~~"iJ PUBLIC WORKS DEPARTM.ENT oaEc«o '.".o_ ""-"'-2-2B· J
0 Vi '-. DAU .REVISIONS ...J ,_, ~-Zl-19
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'
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SECTION
SCALE: I''• l'·O"
+ --
+
G)
4X8 BETWE!oN 4x8's,
T>!IS SIDE ONLY--,
)
3'
d w
:
0
' rn
4xl6_....
'2X6 DIAGONAL 1 BRACE/ %" ~ CARRIAGE BOLTS
SE.CT\ON
-A/77 INErERICH..POST 21118 .003 FILM
TAP e,oTTOM OF ALL NINE
PIPE S.ECTION5 -"ND INST-"Ll
ZIRK GREASE FITTINGS.
USE Bt)/\T TR/\ILER \\/HEEL
BEI\R.INE, <,,REASE IN
INITIAL APPLICATIO_N __
3/e,
+ + +
+ +
11 411 2· +
%" ft t 6-¾" CARRIAGE i30LTS
E:'..;'--+-----\
\__ 9/4-" l:,OL TS
DETAlL
DETAIL\j1
15((
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"'
0
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=:,
l:'.;j
¾t T
PILE
HICK X 14' LG. EXTRUDED TUBULAR POLYETHYLENE
COVER
~/ # STD. WAS~ER
n-,
~
l'x'1
-1..----2 x 6 1 5· PL.
781
~
lvf.l. WASHER
I. . 4'-0" I 20" • I
?t(WP
C'., ) I/\ I" BOLTS@ 36' MAX.CTRS. EXIST. FENDER PILE -
3 SPCS. 16" • 4 1-0'
DO~B\.E DIP 6ALV. PL/\TE
.3/4 11 CARR\AGE
BOLT5 WITH
NU\5 TO OUT5iDE
DETAIL
SCALE, B/4", 1'·0''
NOTE: UNLESS OTf<ERWISE
INDICATED ALL NOTE$ IDEMT·
\CAL W!Ti-1 ffi
81/X
INSTA
CLEA
14" X 18' LG. TIMBER SHALL BE '_)
LLED PLUMB WITH SIDE IDWARD RAMP
R OF PILE EDGE FOR ITS ENTIRE LENGTH
NOTE:
VERIFY DIMENSIONS AND EXACT
LOCATION OF PLATFORM ANO RAMP PRIOR
TO FABRICATING HINGE PLATE
(
y4",; CARRIAGE 60LT, 4·PL.
CTSK. ~ FILL WITH WOOD
PLUG -SAND SMOOTH
2 X 6 WITH ROUNDED
EDGES-SAND SMOOTH
$1
t
1½ ¾" •/e" ~ BOLT, '2-PL. AND
L 2x2x 1/e; x 3'; LG. ON
EA. SIDE OF 4x4
DETAIL
SCALE: NONE
RAMP GUIDE TIMBER
SCALE• NONE
RECESS BOLT 1-<D.
®
L4X4 X 12" LG.
1
DIAGONAL BRACE CONNECTION
SCALE' I"• \co"
4X 16
2X6
l'vl 19T lx1
L
-~ -
~ 2x(;, DIAGONAL
l2SJ
4x~, EA. SIDE/
PLAN
SCALE: Yz.11 =1~011
11/2"' 05L. EXTRA STRONG.
GALV. PIPE, 4-PL.
CLJT ¢ LOCATE AS REQ'D. PER W
• ¼,."rt, 15" WIDE ;<. 4'-0" LG. _J
DOUBLE DIP G.ALV. PL/\ TE'
RAMP HINGE PLATE
SCALE: NONE
DATE
(D
2·21 ·19
4 X 4 f<ANDRAI L POST
DATE BY
191
I
-2 • C,, ·7
3/4" THRLI
~
BOLT5 7
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3/, -
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n
. + '
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:4'-,.;8 ",. -' '
¼ N
<ll
-' --
➔ I~
.....__. @ . I-V 2 x 12 DETAIL PER 2 -I I I ' '
"' ' '°
'
DESCRIPTION
REVISIONS
1251
\
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4x8 .I
s
! I c:.
i£J -
I ' ' "-
....,.. ~
+-' '
.
41-011
01-0''
I +
'+
+ I
22"
-
~
• I-
. I-
----1@
• " "'
4x8
4X 16
4XB
SECTION 4
SCl>.LE: 1/2"• l'-0" ill
APPROVED
PUBLIC WORKS DIRECTOR'
R.E. J\IQ 12806
APP'O. DESIGNED, 0. H.
CHECKED s P.:,
-2.-,?'
DRAWN E.M.
DATE
2-2
CONTRACT NO. C 2072
NEWPORT PIER
RAMP RECONSTRUCTION
DETA\l5
CITY OF NEWPORT BEACH H-5087-S
PUBLIC WORKS DEPARTMENT SHEET 3 OF 3