HomeMy WebLinkAboutAdministrative Permit SCE2004002 - Plans'fib-CS
To remain clear
10'
............ ......................... .............
Min.
10'
wide
landscape
area
DIAGRAM A
Driveway
x
-T-
Sign Type Setback
Pole 40'
Monument Subject to Director review
G lDN9DRAW1233 -0IAA BMP,
x a x
ct{PtAn H..{L { 9 # 1+'tIW#14k .`1.ifFN6145-:StGNAREi4i=.-l;-
7L3t '719cti 3!'Dt1C!!gii %i 7Y E Una
b
I
y
DIAGRAM B
a 70% Le sehold - Max. Width
b 75% Fascia - Max. Height
x Equal Dimensions
y Equal Dimensions
G 1DIVBDRAW1233-01AB BMP
-!/a Ib t
25'
Huntington Beach Zoning and Subdivision Ordinance
Chapter 233 233-27 12/97
ENGINEERS NOTE TO LONTRAOTOR.
b
£ 01141
a
u
I
I
10t
\_/1 1 10
117
12,'-0'to
- -BEACH BLVD.- -
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I
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M
M
VICINITY MAP
ME
W- ,
4•-r 4••r
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1
1-44 4000000 000 4 0N0 NC
SIGN I
IGN SCHEDULE
nRr R41>,Nw., ..,
G&M Oil Company, Inc
1 4 2 VD
CT CH, CA.
v++a , ., cvti4Y0°ee m 4u¢
SHT #
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N 1"=10'•O"
ENGINEERS NOTE TO CONTRACTOR
NC 1001N •O ASW W ST OODOMIC M116016 -11010ta
•10 •111Q .A• OM l.IM0 M A 0"0 S SWISS AIDSO. RIM
•p O 00 OS1OL 0000 090M STO.1 .9T SSSW01.Q
A.O. M 0070 T •sk OW1M M fY Ta r IOQKA I@4fo.
i 0O11.• S C 00 r 0M .1.10 NIOOM.IIA ••vt
.1/1011•RWAll MMC SIMAM WOICt, •10•I S IC!0001 -
GA U OIL CO INC
0
43'-0'
EXISTING
0
121'-0"
121'-0"
O
'N'
Nlb
- -BEACH BLVD.- -
tl
VICINITY MAP
0 00• •000 0 0 SITE
0 0 • 0 0 0 0 • •
0 0 0 0 0 0 0 0 0 • 0 SLAMR
0 • 0 0 0 0 0 0.0 S
0 0 0 0 0 0 0 0 0 0
0 0 000 0 0 0
TAIAOM AK.
V
•• •00 0 0 ••
0 0 0 •
• • 0 0 0
0 • •
CONCEPTUAL SiE PLAN
THIS RRPREP3El`L I S A t41',c =RTUXL Sf E PLAN CNLY;
IT IS NGT A PRE- .Ivy SITE PLAN APPROVAL AND
DOE 3 T 11_',E SQRi`f > EFL : T C! ",FORMAJ3E
TO ALL ORDfN CX CODE EQ EWWT3.
Mo oacMVlMn
8'-S 1 2'
rREESTANOMO
o 0
24H-
7 2
C-45 MONUMENT SIGN W/ SPIT APC
DA
1214
131,1141,1
11/2' i
2' 1 -2
SIGN 1
IUW.ISrATUSI AREA WAMMIY TOTAL
1 C-IS MOMARMI SM • 0 )PINT APC 24 Ib T P 45.7 1 40.7
TOTAL INEESGImpp 417
OTAGE (S.,_
31APA LLaOO hl.•mm (OWING
SIGN PLAN
17472 BEACH BLVD.
SSA 124
HUNTINGTON BEACH, CA.
G&M Oil Company, Inc.
16868 A STREET
HUNTINGTON BEACH
CALIFORNIA 926474831
1714) 3754700
SIGN SCHEDULE
SCAM 1'.10' MOD. IIML 3/23/2004 2.26PM
M00
By.
MOM
Ro lwns
SHT #
SN-1
I 1'-4•* COLUMN (BEYOND)
T 2 E FAI'OWELD B ENDAM
L 13'.I 5•. 3/16'0 32"OC
002 CABINET
C-21 1 GREY LE,l4STUCCON
12'_0 1/2"7yp _ y1 E0 ME
ID METAL
A LATH
LAT
FIDA10PA 30G CS4OVER
PER MARE INSTRUCTIONS • 9•• a 006 0 B
2'-1/2'WITH SNKCD OVERLAY I 1'-3'/16
WE D io2 'a 3LADI CA DO
• • • a e •0 e •
I C L e • • a •
a • • • 0 0 •
0 e 0••0 0 •PERIMETER BACKGROUND 2 1'-0•8 0 0 0 0 0GY-210 GREY 2A BACKGROUND PC 504 BOir
'-C'• BK 10-5 SLACK BL-70-S BLUE TS-d . 2 . 3/16' BEAM
• •,IYILMAIX aALKGRaulm _ -- -i ----- ---- = _=_'-RUNE NNERE-80-S RED SECTION A
1'-4'WELD TO COUSIN FA END
PAM I GROYi9Y-211P •a ..
FNJ' 7 S NN GRAPH=B'
• • •6
0 •
S-E
Gasoline 45H1-SU-S WHITE SCALE N.T.S.DRILL AND TAPauAIN THIS TIP 5ML0 .EXPAWE S42a+e 6.
STRIPE 2B
/
END 1•Yn3/80 l
y rF
PCI MAMA e o
0 0
s o
IL_370 5 SUE BGB@D 1211 D BOLT
STRIPE
5 REDRE00 9
5REL DCL G (2)
G1-210 DN GREY '0
3/50 . I• U.1,Q--pLIS 131t
A
FRAMES L IA'. I3'. 3/16"-,1FADEO10UN6•nP '
0 CC
2
APC BACKGROUND
ALT -210 GREG14 O 6
,1" 1IO`L A' 7 l•SIGN Box M x 2 It 311F•
'A-r^
P (01-210) OK GUY
1"7T DARK GREY0• +',Au*A 141 i SECTION B•DKP2IJ o GENERAL NOTESSCALE. NTSRFINISH GRADE I
3/ap I• LO.
•I I I FURNISHED BY CHEVRON USA AND INSTALLED BY SIGN CONTRACTOR'
APC SIGN BOX A. HALLMARK 10 AND/OR PRICE AND A.P C SIGNS COMPLETE
CONTRACT OR2 FURNISHEDt__1 I ti n UMMN. CAP AND BASEPIATES,
HOLES AND ACCESS COYER PLATESITS-0 x 2 . 3/10
BUD m CXJINN a
EN
END
B CONCRETE FOOTING AND REBAR
C TEMPORARY BRACING JIGCONCRETE FOOTING I I REBAR 0 \H R •PANT OK GRAY (D2-210)IGN
NS
AND BOLTS WASHER PLATE INSIDE SIGN AND BACK-UP
D
S
OII2C1e0IGx m'0 C -INSIDE LUP
I I µ FEW •.1 P E CONDUIT AND FITTINGS FROM COLUMNS THROUGH FOOTING ANCHORAGE+7YP F CONDUIT AND FITTINGS FROM SIGN RACEWAY TO COLUMNI12•.Ie' CONCRETE I +G POWER AND GROUND CONDUCTORS FROM SIGN RACEWAY TO GRADEI I FOOTING I I METAL FRAMES L I.6•. 15" 3/1a•.LEVEL JUNCTION BOX INCLUDING ALL REQUIRED TERMINATIONS
S'-7 1/2'U 0 24 OC.INSIDE THE SIGN AND COLUMN
STONE VENEER H. LAMPS, TESTING AND ADJUSTMENTS
OVER PLASTER SCRATCH COLT I BRICK VENEER & TIES
-4•. _MORTAR BED
METAL
WPLATH om'wt MGN csyFNaAm 3 CHEVRON MO5 234 CONSTRUCTION SPECIFICATIONS TO APPLY
TYP
I
.
L .,I1 PER MWUF INSTRUCTIONS 4 REINFORCING - GR40 ASTM A615tffff ; , t n 5 WELDING SEQUENCE AND PROCEDURE TO BE SUCH THAT DISTORTION AND HEAT
,r CONCRETE GRADE BEAM STRESSES BE MINIMIZED WELDS TO BE PLACED IN 1/8' MAOMUM PASSES BYL7"'TOP A WT21 - J4 SHIELDING ELECTRIC ARC PROCESS ACCORDING TO THE LATEST EDITION OfSIDE ELEVATION FRONT ELEVATION ;•a/,3 aa-- TES SPECIFICATIONS FOR STRUCTURAL WELDING OF A.WS
8 REFER TO PAINTING SPECIFICATIONS MOS 253
I•7 MASONRY CONSTRUCTION IS SLUMP STONE
N NI oD 8. SPECIAL INSPECTION IS OT REQUIRED
,SECTION C PIPE AST M A10 TYPE E OR S OR API STANDARD 5 GRADE B MIN
S .
14
I (•ry SCAM NTs
.-ALL L
YIELD
STR 35
PSCI1300
L I 11 ALL HOLES DRILLED OR PUNCHED
t C-45 MONUMENT SIGN '•2 STRUCTURAL DETAILS
12 SOIL TYPE--SAND, SILTEY SAND. CLAYEY SAND. GRAVEL AND CLAYEY GRAVEL OR ROCK
13 FOOTING-2.000 PSI CONCRETE.5C&C 1/2.1 -0 14 ALL STRUCTURAL STEEL AS T M A-36 MINIMUM YIELD STRENGTH 36 000 P S 1..,.
15 FABRICATION. ERECTION AND PAINTING OF STRUCTURAL STEEL SHALL CONFORM TO
STANDARD NO 27-6-67
FACE dBfd 16 WELDING WILL BE PERFORMED BY CERTIFIED WELDERS UNDER THE SUPERVISION OF A
SPECIAL INSPECTOR OR IN THE SHOP OF AN APPROVED FABRICATOR
HALLMARK 194 so FTLAS.
16 4 50 FTV5'17 A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING THE WELDING OR A
a 9 so nAPC REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR
PRIOR TO FRAMING APPRDVN..
TOTAL 45.7 50 Fr 18 FLAMMABILITY OF THE PLASTIC MATERIAL IN SIGN WILL COMPLY WITH THE U B C
1LLYbd3DD AREA STANDARD 50-52-2-58 AND SECTION 6202(F)
19. IDENTIFYING NUMBER AND WEIGHT OF SIGN WILL BE PLAINLY PLACED ON EXTERIORHALLMARK. 134 Sp FT SURFACE OF SIGN BODY AS OUTLINED IN SECTION 6202(I)
4'-1/2'TOTAL 373 SO Fr 20. PROVIDE TEMPORARY PEDESTRIAN PROTECTION AS OUTLINED IN CH 44
-45 mjRCA I j '0N 21 ALL STEEL 3/16 THICK AND UNDER MUST BE GALVANIZED
•I ,)HALLMARK 22. ALL TUBE AS T.M A500 GR 'B' FY-46 K Si
io
LAPS (5 FIer12 D/HOAALASS. (1; JEFF 2•A-0 a
23 ALL BOLTS AS L I M A307 U N 0
24 ALL WORK PER CURRENT EDITIONS OF U B C UNIFORM SIGN CODE
AMPS 3D AMPS AND NEC
LPS SIGN BOX
F49T12 0/HOHIPS(5I I BAI/315 , I) JEFF 258-845)4ATI RAPS 30 AMPS
2 1/8'APC . SIGN DO
M-TEOI FaW P000IKTS NC LAW'S 2 P48T12 0/HO541 WEST RIACON Sr BALLASTS. : JEFF 256-145CORONA CA 91730 AMPS. 110 AMPSODO-273-30400
TOTAL AMPS. 710 AMPSCIRCUITS REQ'D (1) 20 AP/I20 VOLTCIRCUIT REO'D
4 FOAM CAP END DETAIL 3 SIGN ATTRIBUTES
C-45 MONUMENT w / SPLIT APC
SS 124
17472 BEACH BLVD.
HUNTINGTON BEACH, CA.
SCALE. 1/2'.1' MOD. TIYO 3/10/2004 1117AN
MOO, BY NNE
Re nG&M Oil Com an Inc "p y,SHT #
16868 A STREET
HUNTINGTON BEACH T ///
GALIFONNIA 926.174831 CI\I "J
(7141375<700 vl Y L 0
u
ENGINEERS NOTE TO CONTRACTOR.
T% ¢
O `0
121'-0'
- -BEACH BLVD - -
/ 11
I
I
wPF
Vls I lqi Lr1-1-1
GI7`cT0FF
(Nor ypal,r1-4
S
VICINITY MAP
ITE
f
121 'I }
lA f
• n. 141! I I/Y
8 6-o SOx1MON nd M INN 4N:
SIGN 1
SI CHED LE
G&M Oil Company, Inc
• BiRRT
NI,I Ory.jppWNI.CI
17472 BLVDTI TON ACH, A.
tOO I •I .nv:m4 mw
- SHT#
SN-1