HomeMy WebLinkAbout200 GRAHAM AVE_ 97-160200 GRAHAM 97 -160 1 OF 1
r3
Ih
L7
Z
j
S
x
r 'o
X31 0
t-
L
25 =0•
i
I
O.
i
o'
it
iC !, • {
J
O
3S,-o,
I I
ExiSi CAS Pu nP
sLAND
EXIST RE'(RIL.
AREA TO 5E NEANOVED
EX I S.T. CAS
p{M P ISLAND
lJ 01-
17 'x 2 O 10 1 X 2p G'x uj'
GENERAL NOTug
I
PARALLEL. FARM -LEL
I
C 1
PAI,KINC PARIGINCr
ES n.
RCEL
Exl sT.
1lESIDE;JLE
iz
WATER VALLEY MUN:C: -PAL ;A .P
v)
U:S-Ri_CT 6 -4 -3146
SOUTHERN CALIFORN'JA GAS BCC) 427 -2200
Ex.x7:N13 ZONE
it
iC !, • {
J
O
3S,-o,
I I
ExiSi CAS Pu nP
sLAND
EXIST RE'(RIL.
AREA TO 5E NEANOVED
EX I S.T. CAS
p{M P ISLAND
lJ 01-
17 'x 2 O 10 1 X 2p G'x uj'
GENERAL NOTug
o -A'JCI(.AF PARALLEL. FARM -LEL
W
C 1
PAI,KINC PARIGINCr
ES n.
RCEL
Exl sT.
1lESIDE;JLE
EX 1 5r.
RESIDEN cE
1 A t ' 141e, 9xIC
KKKINO NG PING —
Exl s'C
ISO'—o' - -_
f
IG' -o•
1
I SQL S'-
c
a.
A
0
P.
M.
I
tflrfi .t }r(CtCWI Ali PHUVAL •
AI.
J':
I A1(I
l
r LE
10 , I ,,. I I,inl/ft,j ^.`". rN•I
A \. \,
lAt < °
mom ! "T .
T
GENERAL NOTug
T
W
C 1
7TILZTIES:
EWER - i;:JRE :ALLEY WUN:C: ?A, 4ATER
S.R1C 6 -4 -3146
ES n.
RCEL
WATER VALLEY MUN:C: -PAL ;A .P
v)
T
GENERAL NOTug
T ALSESOF tC.:`•BER - 3-4- =E :-72
C 1
7TILZTIES:
EWER - i;:JRE :ALLEY WUN:C: ?A, 4ATER
S.R1C 6 -4 -3146
ES n.
RCEL
WATER VALLEY MUN:C: -PAL ;A .P
U:S-Ri_CT 6 -4 -3146
SOUTHERN CALIFORN'JA GAS BCC) 427 -2200
Ex.x7:N13 ZONE
O. JI
SOUTHERN CALIFORNIA Er! SON - IB00) 42:-4950
0) o FR:P3SED _.1.,:'75 - SAME
Q' I 3A5 ST.:.NEX:ST:NG LA.L USE CAP 37A-:-N
r I PROPOSED LAXD USE - GAS STAT:ONIi{AND CAR 4ASH
NVEP.T EXIST:NG HAND CAR WASH STALLS I
SNACK SHDP
ARCO SMDG PRC
T J11E UP CE?—ER
0 C 1
7TILZTIES:
EWER - i;:JRE :ALLEY WUN:C: ?A, 4ATER
S.R1C 6 -4 -3146
WATER VALLEY MUN:C: -PAL ;A .P
U:S-Ri_CT 6 -4 -3146
SOUTHERN CALIFORN'JA GAS BCC) 427 -2200
I SOUTHERN CALIFORNIA Er! SON - IB00) 42:-4950
GENERAL TELEPHONE - 18001 874 -5000
PROJECT DATA
NVEP.T EXIST:NG HAND CAR WASH STALLS I
AR SMOG PRO ; TUNE UP CENTER DEMO SH
EXI :NG PAY BOOTH AM RELOCk-E.
I
10 'J 'PANCY - SNACK SHOP 91/ O;P'kOS9
IN.
O
SITE ATA. LCT AREA - =4000 ROSS SO FT
12. REMDDLeJ? SMOG PRO :STALL 464 SQ. FT
J NEW SMOG`PRO (TALL 1) 464 SO. FT.
PROPOSED REST ROOM 64 SQ. F^..
TOTAL PROPO AREA •1456 SQ. t)T.
I Q
PROPOSED REMODL.\ 992 SQ.FT.
W 464 SO. FT.
i CC=n= RA[ODLE /`NEM AREA . 1456 SQ.FT.
13. NEW TRASH END URE \ 10D SOFT.
A OV 14- 3U::.DSNG HEI ..' -7•,
I
t
I'.J 1'N 15. PROVIDED P INO: \
STANDARD 1 'X18') - 5 SPACES PROVIDED
AS REVISED HANDICAP 10'X18'1 - 1 SPACE 'PROVIDED
CITY OF LAKE ELSIN RE sPACEG •PitOVIDID
BUILDING DEPT.
TOTAL P ZNC 9 SPACES PAOVZDED
TOTAL EQCIRED - 7 SPADES Rh\QUTRID
pR$P FOR: MR ALI SEYEDGSAUADI
200 WEST SRAHAM STREETPERMIT #27
C A. THIS NUMBER ACCO ANY
LAYS BLS WORE, G 9257. : -'
FAX #(BIB) 967 -1080 c.
c-
I,•,1 1
ALL INSPECTIONAL REC jESTS
I
4
v
U
Mlr
r
L
Lb
w
J L W
Q) T
Q W Y
J ? t, L7
3
D- Z -7b-9G
z;1 y;,
Sn..1
Of M.I.
a STREET SIDE
Rzo swtw, —
p JNHrFGEFsq
IJSLAFiCO
PANTONE YELLOW 123C
FANTONE DLAUEE-- Olt G —
OvTER IS AfFA WRej
rYL oLI 15 400C. 6LLY
GPApE
E1_F'_`TK1CAL 66-OdIT
N J
o
m
REVERSE SIDE ELEVATION
Azco , +use
Ar LO 3L E -
ARCO
6LA(.I'- LUTE 5 .
IIUMEK4Ls 010 WHITE
FACE. F'ANGL
RCD - '^fCK
Ty F) 'A]
p'-TPV JGtE } IUANIJG
A,r,. O i3LdE
L.FTTF- 4 IJUMEe -' -
AK..O r-LP t_ETTERS
u 10 V 10 V V 10 I wr FLR1YsHEo 'w75
SaY Sarva 0aaair SW -.10 4a oila SrA Sam* UasaWo ALt.. GrLlf W /
I c.of.',CDLE.TTr- E`LQiK O
T
AT !SIGN FVL_
ST.F:EET SIDE D
I r— — — I r-t —
F—
l %AI's
ELEVATION
SCALE : 1/2' : 1' -0'
5' TANI 7ARJ PPE
CC -3 LoNCi)
coucfeTr_
Prn cKw 6' v +'
oNTAL4
A 6 H FALL;
PO LG
PLAN - SECTION AT SIGN POLE
CONCRETE BLOCK PYLON
SCALE : 1' : 1' -0'
NOTES :
I. SIGN Tu Ill: FURNISIILP Ili ;A.!;Lk N INSIAI.LF.P BI CO!fIRAC'IOR.
2. ZUNI- RACIUR AMA. UIIIAIN A PAY F(IN ALL I'LkH1fS NLCES }Akl'
1'U INSTALL SIGN (PR SIGNS) Al SUBJE(71' I.(A;A "CION,
7, STLEI. I'I I'E :511AL1. CUNHIRH IU A.S.I.H. A -5'1 -B OR A.1'.1. 51. -11,
6, REQUIRM) SIRENGI71 OF CONCRLfE A'f 28 PAYS - 2,000 P.S.I.
5. CUN'I'RAGOIR TU INMAI.I. SILK, SIGN 1'011 A 1001INC.
INJkA(:IUk III INSIAI.I. !'1.1,A)Y1:1 11116 A I'MIN F(K)11N(. A
1.1 I:A f1:NU C CuNNE(:'I LI.ECfRI(:AI. t:UN'IRII'I "10 NM SI(;N LMA'f1ON,
7. SIC`i .i 1111.0N SHALL III; I. NH, A I'I.U>IIII.U.
H. ;JmUI ALL Cf.l.lti hOLID
9. RI(INFoRCING :,I'IA;I. SIIAI.I. 601JFOth1 TO A.4.T.M. A'419t 4IM.DE 40,
10, GROUP d NOR'IAR SIOI.I. IIAV1. A (''NII'k1.5SIVE SI'RI.Na'1'11 OF
9 28 UAM.
BL ^r_K METAL FEVEAL-
2 - ;4 HORIZONTAL e^FZ6
W 14' O.G. MAA.
IL 5 VERtI.ALx024'O.G Wt 1511 OF WALL
O.G.
Y
I_ "4 COWT.
I I
2'. On
yQUA0.B
END ELEVATION
SCALE : 1/2' : 1' -0'
7/8 y? NOLL-5
11
fOR'l /4'P A- 01 BOLTS
n
DETAIL OF TOP
MOUNTING PLATE
SCALE : I V2' : 1' -0'
11. III.IR:K :,IIALI. NI', t ;RAl11. " A ITR 90.
12, ELOGC SNALI Ili: N. W. IN IS.
17, 5011.: Ab6UMED SOIL Oeo-&N4CAPACITY•1400P.S.P.
NOTES
LATtlML OEAKING VALUE = ZOO P. 1, p.
IIIIS DRAWING IS '1'0 SHOW (.R.AI'III( l)(JUI ONLY.
JA AITROVED I'INAL ART WORT, I(IR I'RI IUIICI'[ON
of SIGN 1'A( I„
i
AN ED
IAS' REVISED
CITY OF LAKE ELSINORE
BUILDING DEPT,
PERMIT#
THIS NUMBER ACCOMPANY
ALL INSPECTIO14AL REQUESTS
FOR USE IN SO. CAL. ONLY
R E V 1 5 1 0 N S
PKice 71CrNh fzevl,L°D
Ad &
1%or
c O1 No
CM E CNN
v d C O
to° d rw- ,'
L C W Y/ E'o /
A
o
come
UgW,,N
a
CoC
V.2 m3 ui
0 0 C)
G
L
C
a N
O C ..
Y
a C4
N
p
m
O
vs a
OQ
0C W O
R z
2Z_
C
N Z LL
O N
v Fa
Q Z M
m
3
IKLM
o-1Y -YO
SIGN Roan
p vv .Nall
489 1
EC-
wr.A al I
ZI<aIJ E :. VPT ION
COLUMN IASE PLATE •ITN MOMENT
CDLUMN SIIE :5' PIPE COL. AKco - 476 Sto.51GN
INPUT; PC • 0.5000 Alul Cosprmive force (Moil
N • 1.9200 Applied Mount to Colgan (ft-kipl
1 • 0,0000 h t Plitt width linchnl
1 • 7.5000 tear plate depth Ilncheil
e • 46.0000 Ecnnb icib "/PC (inched
I 3.0000 Center of Colutn to center of It (inchnl
I • 0.9617 Edge diet. Ittsen colues 1 plate (AC11111
I • 7.7630 Calvin outside diensia or dies. linthnl
n • 1.0000 nodule ratio of EA rs Ee
At • 0.6200 Total hold-low balls Area fig, in[hael
DAEMON•: haring stress distance 9
harinq struts 110
IbIWaN Tntia hits IOfa 1I
Required Iso Plata tlictepss t
Trial T (inched 1.01149 (( hiring stets distance >)
Y13111IY•2•f21Y4f3 • -0.006
share 11 • 1 l e -III 1 Al • 176.990
11 • AIp1Al3 ( f t 1 I 12 • 22.622
13•-U11124f1 0 • -154.050
loltt Tnsia Farce I II 1 • 3.33 Mips) / a i • I,ii B.AK-
hero It • - P[ ( 1112413 -1) 1 1012-Y/301 1 1,16
f YJ 403•(9,44 • 1394 y
5 : SOO'L b • 4,10
d w • 3o,tA•41.40; Phi
P
O ant
d X1.413.2.00 . SOO
r 5 . I+¢r1441P1• °•b •4G6S v,
J
ISIS
0
h
Wr . 4vt j'I
a•.... "r. p,- . 1,41 t L1l 13.yy
fit i-C , ISOAIX11gsi3.o0
411., . 1..{I.Yjil7attt.o
04C(LTOt.•IIr.1G ttoMe T (Top of FTG)
444
a, &0411 3 N
121 Oo I'
S1&4 . 1394 X 4.40 c (-.I ?I
J/M y o.f3o(e X I
H• 2.1dd ,.+e
hearing stmt INC.ltt'1. l flCl 1 • 0.97 (kill ^o, 3/4 "¢ A•to
here Iltl • 711Pnv11 /911 (ypvfy
If Y) q, then In • I t - q I 1 it / T
0.9.21( In 1211 fc - Ink 131
If Y (q, Inch If f(CI I T l 2 1 t 1 - 9 1 3 1
share t • SORT 16 1 M / .77 1 P'P 1
searing Stress underneath coluan edge I Is 1 • 0.040 Ilsil
lending Mhenl under Colas his Plitt I N 1 • 0.30 (inch-kip /inch
for Cospressia side )) • 0.20 Ift-lipl
In'd. plate thickness, Cap. side I t 1 • 0.26 (incW) C 5/4" 0.1--
Tinian Meant under hu Plates MOMENT • It 1 1 P - 1 1 I 1 / 1
sending Nouns under Colas last Plate I N 1 • 0.01 liacl- lip /inch
for Tension side )) 4.0 (ts -lip)
laq•d. plate thickness, Tension side I l 1 • 0.14 finches
firer s - -) last Plata thickness required • 1.21 (techatl
4YL PIPS
Nra rXTOV PL'' H • 8•w5 xl3 41 [30,0 1458 1
ARM , >L 196 / x... 1.IWIS
a•{.s•girfri ,tLgL9.l197 v"
P 0,50
Hw, A.f T7v of P(G'• H a 1.391t X A.40 . 6.15
0.404.1.Y1. 1 35
7.40 P•o.st
CHI cN 5• } 610 P(PEwL: t 2.IZ<3•o 38.3 Fa ° 19.3s
r'%ar3'
1.
0.50_. 0.0045 <o.IS
I•g3..f•3RIq.S
to ,. It(t w_a 0.4753
f IM1X$•'45K11•G o.S718t 1.00 o,V.
use ; y 4 cTP PIPE !V(..
Ae,E pGS(G •% .C-WC -1VDP, RP- CH 6I6NIFV6-1,4 IT 1. 4UPP0460
LT Moir rl.I.i94 As 4o. 7.53 PIttlt +o.4ao•5.40• 2.1(.
wnp, Iob • 1.b1. Z.I j i.YL3. 1•Ll• '1.11
2i/r131L " "Ix`.r+AINST OVER•JRl•twG
N
19170
M Wre•9.
60PK Urt4<01116o i.op /1.1'1110 SF. .12
oal•
S•I,S.,r
L.I lir,o,il PK Ca PAIi0 •o•157i •o.d0 q:9Vt- 0.7510
I
3a .OjXO.'743.2.22q . o.143
e, 2 P 1.1•.70 0.9'S+< I,tL o.K
3w h 1•tt elt.yi
J• LOHC "iY.OrJL WlwG:
JGaTt krC 14 k o'bi It IZI1S•• 0.1 Sr
I
µ .11ovo /, Ir"IIC..['(.l t ftt•} t+ c- 045. 61'11.75 :0oq :.'1/IU, 1.744 ju,
9oS uJnls •O,b . r.l,t per 1.611/z. .0."S+ F rF07. P.I14a.t1.
is1 r•[ • .1 uvs81A F. .0 51 <1[a. t«
7. 31 1[I 47.11 `A
l 31 . 2,>,] Fq • :.1.
7coC1-
11 J c 1x9.
7 I 1 114E 17
1 OL•II,
Y1 fl, t•
1s.
14914 1•sf. 1415• ••01.1 t.,2961 0,1Sd4<I•.. o.,
c D., CCI p,yori 5.61
u3T ' IRS; i Su 9.4' VwA>rlv.c. e 4.:.q :a2. C61..r. C FhC•
N IN IZ CouG, r5:oc.K ,e Ub .+o «- I epeyTG.
o yc..r Sono A.
cGws,
Ad
IN g Cm 4t:
0 c a C M
I-
6. Ca 0
C
ISIS -- - DESIGN OF EMBEDDED PULE FOOT INGfi Y CO
N DESCRIPTION -- ------ ---- - - -- -- -- -- -_ ----
STD.
SIGN----- - - - - --
An
1,,
N AHI: 470 STD.
SIGN /
W
ad ISIS:• (A -
a1( ALLOW PASSIVE Pat:
200 /
co
C MAX PASSIVE Pof; 1.500 , +
H LOAD DURATION FACTOR 1.33
V • 041 POINT LOAD ibsl _,
200 LOAD Ht. it 3.4
Q U[ST. LOAD a /ft: O
tqt. START HT. !t:
C END HT. It: `
Q WIDTH /DIAMETER to 24
171 CIRCULAR " Y /n;fl N
N O = o RESTRAINED 7 v /n: N
N
r
SUMMARY -_____ •_____________________________. Mom.nta 1 Sur I-
t : Point Lo.d ft -N: 7,460oUniformLo.
d 1.A_ Total Moment 7,480 b.
In Total Lateral Lo,d a: 2,:00 to
IN NON -
RESTRAINED -- -- :------ --------- - - - - --
RESULTS
x Min. R.q'd Emoed -t0A11•(1.4.36h /A,1,5)/2: 1
a A•2.34P /(S I bl It: 5.01 •
WdPressel1/3 Emb.d.I : O Actual pt1:
515 AI Io..ble Pof1 51.3
w•
RESTRAINED - ---
of Min. R.q'd
Embedment : 9.25 F h /S3 b)'.5
ft: Pr.caur. 0
DPttam Actual
Ps1: All ... bl.
Pef: Surface
Restraint Force
lb,:
N
0
Q
J Z
J 3
Q W
V
Z S2
in
c
0 N Z
W WC
o APPOVED zWtiClCzASREVISED
i CITY OF LAKE
ELSINORE BUILDING DEPT. i
z
PERMIT# THIS NUMBER
ACCOMPANY ALL INSPECTIONAL
REQUESTS
hap. DATE A E V 161 O N S ty" Id.
0
571, 9-17-
I0
ulsewi