12615 SW 72ND AVENUE-1 i,y Ai
.t YcS.;pyy{
r r•, ! �y }�'�'•,'x}71„ff
N s
1
fit,”
,M
{r.
f
3" x 3" x 1/4" THK.
BRACING STRU1
4
a
\ • ___( 1 �1TTACHAAM-TG...
COLUMNN 3/16"K TYP
gSQL 3L4"
D 0_�Q1.I�
1 / 1 /2 32-51
a
�► _l 1 n
0 (1 a
6
ATTACH 3/4"0- 1001-0*1
I GRD 8 OATS p 5
/ 411 Ty P a
c6)
00O
�5� 13/161fa 6 --- 3
3/16" 3/16
�5 `A 1 •/
C�
3/16. TY P.
t
GENERAL. CONFIGURATION -
CONNECTION 6 DIAGONAL BRACE TYPICAL ARM TO COLUMN CONNECTION
`TYPICAL BRACING TO COLUMN CONNECT O
dd, y 1^�
34" ---
X36", 4611 & J411 43/4 MIN. EMBDMNT
' ATTACE-W/ 1-4"�. Of
A f
„. Xw. GRD 8 BOLTS
f+ �J{JtiJJ'' rT .r
40
3/4
1 \ .• -
_ 6011 1 REQ'D PER BASE AT END
211 - - - - - - - I AND 1 REQ'D PER COLUMN
00 40
0
- - - - - - - - 1s2" 3 ANCHOR
4011 i
NOTES
1 . STORAGE RACK DESIGNED PER SECTION 1632.2
OF THE 1997 UBC.
52" 48" 2. STORAGE CAPACITY: 1,700# PER ARM
— 13/16110 3. ASTM A570 FOR SHAPE Fy = 50,000 PSI GRADE 50
" 4. ALL BOLTS GRD 5 (UNLESS NOTED)
,r
3/16" SIDE VIEW SINGLE FRONT VIEW 5. ANCHORS HILTI KWIK BOLT it OR APPROVED EQUAL
4 & DOUBLE SIDED ICBG #4627
X-BRACE EVERY OTHER BOTTOM PANEL 6. CONCRETE 6" THICK x 4000 PSI
X-BRACE EVERY FC"UTH TOP PANEL 7. SOIL BEARING PRESSURE 1000 PSF
B. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHORS.
' HORIZONTAL BRACE CANTILEVER RACK ELEVATIONS 9. W.S. BOLTING (ASTM A325/ SAE GR 5) NOT SLIP CRITICAL.
NO INSPECTION REQUIRED.
10
1 ATTACH BASE TO COLUMN STP 5/16�T
4„ PLATE FOR WITH 3/4"Ox 1 1/2" BOLTS 6” –'+'" 6"
CITY OF TIGARD
.i BRACE CONNECT90N W! ASTM (A325) OR SAE GR 8 h�
--- �, TYP. ' \��� ' �,6` ATTACH W� 3/4��� Approved.......................................................... :
3/8 = _ _ _ _ _ _ _ _ _ _ _ _ _ _ – 3 Conditionally Approved....................................
BOLTS
3/16� – W EI x 18# 5 1/4 ------�`
For only the work as described in:
�, Y
1 11211 PERMIT NU. �L(� �0 l,�oa�l
I ;I
• DENOTES AN. I i .... ......................
' -- 13!16"QJ CE•InR LOCAT Std � •( )�
ION See Letter to: Fullov�... ... ....... ....
16.
�t .7 .i Z --'—=�- TOP VIEW At4alch ....................... .( ):
Jot► Acldrdss: Z(vr
7/16" Q 3 , 3s,, __-- _ Da?e:
/V" s / � �'' � ^
nTRACK WELD
' 411 �
II I I - - 611 2 PLACES
11
2 14 7 P EIZMIC
;r N.T.S. .__ 3 � c0 F S►
I 1
� 4
u` , 11 11 I -- U I� U ..._._ _ w \ r.�'4�'� MATERIAL HANDLING
2 1/2„x 7 3/8 - ._ _ W8 x 18# �C� SEIZIIIIIC
x 1/2” PLA,rE 161 I I + +
ENGINEERING
NStreet
-- 1 I I ---- - T 2" "X7.,# EST. 1985 Pomona.
II •- _-_ - � CA 91768
T " + + -- 31a I�) Tel. (909) 869-0989 • Fax (909) 869-0981
3/8
.1 I! 2 8 1/49f 2
., . . . . .:.. � � _ 211 TYPE'
II i_ �1� \�` DEXCO SUNBELT DRAWN BY: D.G.R. DATE: 1111/01
2 + I ' N E• F A CALIFORNIA LAST REV BY DATE.
- -- ' \ CONTRACTORS
/ - 1 13�16 ` LICENSE NO 665374 APAV'D BY SAL E. FATEEN SCALE NONE
- 3 15/V
_ \ � EXPIRATION DATE. 12-31-2001 �
6" x 7 7/8" -- 2 3/4"-- -�;, . '
/ 3/16 DESCRIPTION.
x 1/2" PLATE / 13/16"0 — --
- 13/16CANTILEVER RACK DETAIL
0 NO WELD ON BOTTOM
13/16"0 HOLES TYP} g" Fi+�1NING NUMBER
VIEW SIDE MEW
1++ ADDRESS: LOWERS X1106 D
COLUI1lIN 2 BASE ARM 12615 S.W. 72ND. AVE 01 -00624
4 TIGARD, OR
r
4t
![71.• .... � , , II ! y I
� i . VnMIf IR,1.5 �
I .. .... .. -. - .. -. t1 �I ir t ; I� I Ilcm- II ' [ 11 M + lI llllfillLEGMILm 12 13 14 �� � � II0 2 1 22 23
- -
'
24 215 90 2 7 X6 29 3 0 .
:,
4• r., L
e
, f
rY
f
Ia!
w y
A
r,
I
SAFETY CLIP �� B
1/8 y
JV
1 .
1 5/8 SAFETY CLIP `Y'
+
1 1 5/8" - 1„ i
i
0
r ,TYP
lop
w' �1
� ,� „ , I TYP. 7 .
1 /8 1 51/2
,
6
I 6 \
® I
} _—-----<TYP. 8" I
1 /8" 1 1 /4" C6B
I
I
O
I
• I I �
` OI
5D
�•' A tr 'I` � 1/8 I7/11
�.M `-- 6"Q� Rivets
3„ II I3� CJ A AISI-C1018
S I I I
APPROX. j I 4A TYP.
:. -+ .
t, w.ry 11 yl 7 GA.- `�`-
31/8
'
r 7/16" RIVETS Ii
,
r
4B AISI-C1018 4A `
1u�T .F
t . B HEAVY DUTY CONNECTOR 2
6
3,
sq TYPICAL BRACING TO COLUMN CONNECTION 5D BEAM GENERAL CONFIGURATION Y-B TYPICAL BEAM TO COLUMN CONNECTION
a.
1 1/2" -- TYP. SAFETY CLIP
28) -- 1 1/2" 1/8"V—
TYP.
,� 15/8 �`
1 5/8" 1„ -
1 1/2" 1 9116" 6"MIN. 1 9/16"
�—--- 1 1/211 C ,
1„
1/7 14 GA. 14 GA, 1 5/8" — -
jGyL O
4A-HORIZONTAL BRACE _ 14 GA— 5A- 2 1/2
�� I 2„ 3„
1 B - .� 5„ 4B DIAGONALS i 5B= 112 Q I + +
" : . 13 GA. 1 / 6
5 8 �
TYP. 4 HORIZONTAL & DIAGONAL BRACE ( 01 —
1/8" L -A-1
1 12
1 15/16" IP 0 H/163/8" THK. 31 1 " „
ao
/16110 --3 1/2" _
MIN. EMBDMNT
-'� 7 GA.—�-
^ 7„ 31/811 7/16" RIVETS
1 — 7 ROW SPACER
TYP. �-- - I TYP.}- — AISI-C1018
• 1/8" 518" 112" .
USE AT ALL TYPE 4 & 6 RACK LOCATIONS 2 REQ'D PER BAS'S PLATE NOTi
2B BASE PLATE 6A CONNECTOR 1 . STORAGE RACK DESIGNED PER DIVISION X
OF THE 1997 UBC.
,k
ti
1 B COLUMN 3 ANCHOR 5A 5B 5C BEAM 2. STORAGE CAPACITY: SEE ELEVATIONS
3. ASTM A570 FOR SHAPE FY = 55,000 PSI GRADE 55.
-- ;,� TYP, 4. ALL BOLTS A307 (UNLESS NOTED).
1/B" 2 3/4 5. ANCHORS HILTI KWIK BOLT II OR APPROVED EQl!,4L
1/8" 3" X TYP. ICBG #E4627.
118„ 2 3/4" TYP. 6. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR
2B INSTALLATION
a
1. 2" _ 1/2" _
7. CONCRETE 6 THICK X 4001.1 PSI.
2A 2A 8. SOIL BEARING PRESSURE 1000 PSF,
,Ia
13 GA.
1 A 1 5/8 1/211
_
tB�
11GA13 GA. - „
6,. 15/8 6
ata
1/810
/8" 1'•_12" TYP. **GA5
�p p SEIZMIC 3
3" _ - _ y�,��` MATERIAL HANDLING
" - „ -� TYP, 1 1/4" 3" 1 1/4" + �4� SEIZ11111C ENGINEERING �.
1/8 2 _
��__._ 15/16 161 ATLANTIC STREET
_ n
THK. p EST. 1985 POMONA, Callfomla 91768
3/8" Tel. (909) 869-0989 • Fax (905 869-0981 � ,:.. � rt.p ,,1,r
1/2 THK. 1 1/14 1 THK. TYP. }- 1 1/14 15/16'. 1/8, 2 \-�/l6" o
- 518 O HOLES 1/H 5/8 5/8 O HOLES
8" __ 8" •���� MORGAN MARSHALL DRAWN BY:
D.G.R. DATE: 1/11/01
7" E. F A
CALIFORNIA LAST REV. BY: DATE:
CONTRACTORS '
Al N / '• 13GA FOR TYPE 3 & 7, 11 GA FOR TYPE 5 EXPIRATIONDATE: 12-31-2001 LICENSE N0 66'5971 APgvD By SAL E. FATEEN SCALE NONE
n USE AT ALL TYPE 1 RACK LOCATIONS' USE AT ALL TYPE 2 RACK LOCATIONS USE AT ALL TYPE 3, TYPE 5 8 TYPE 7 RACK LOCATIONS
DESCRIPTION
STORAGE RACK DETAILS
2A BASE PLATE 2.A BASE PLATEBASE PLATE ADDRESS 0 DRAWING NUMBER
2B LOWS S #1108 ;
1265 S.W. 72ND. AVE, 01 -00628
1 A COLUMN 1 B COLUMN 1 ^ COLUMN TIGARD, OR.
,. �; tai•, � ,..i ,�i ',,
4*
cm 11-11TII I I I I F!"MI 1-1111 11 1111 I I1116i 1 I I I1 1r X111 1 I #I 11iLII 11! I I I ! 111111w
71
ee05
T Y +r 1
E �► I Ito 1 1 I ► 1 1A �rE 17 1r! I� SQ 21 2X 23 24 !" 27 its 29 3
r +
'� �ile;!ei�..ia"'r1$iwt-a 'crT:�i�E• s +�k
�r
PPP � 1
x � 1
r
c;
r
TYPE 1_ TYPE 2 TYPE 3 4 �
, y
u;
.f 1 �_ 11 — 11 11 - -- 11 11
` � — ---- -- — 108"
102 - --._ 4211.__ - g211 _— --------- 9T __._ . 28 - 29 - -- — 148 — 42 �`_ 42
Y ;
3,500# I 1 ,500#
0# t--- 4,000#
! 5
32
,30" 36,1 36 +
" 11
A !!_ •1 a �aM1 1 � i I i,.
11
a s I 6,500# 48 45 1 3,500# 45" _ 1 1 ,500# --
f
4,000#
3611
54„
I 3,500# B 6A
s
r i AI A11 C 45„ 45' B
'P
y "y 6.500# G B 6A 96" 10011
r
— B
2.000# 5L
'` r 192" 19211
192" 48" B 6 k 192" 58
Sp 13 I B 6A
_ -- 000# B
B6A 5C 45" --
45
11 1 ,000#
, 1 .1• B B 6A
24
500#
1 g 11 000#
9611 2811
1 ,000# 4811
x I 5D 11 24" 1 000# 11
541, 45 45
rk B 6'13
2611
f 1 g 24" 1 ,000#
12tit11
r , IfN FRONT VIEW FRONT VIEW 611 SIDE VIEW FRONT VIEW 6" SIDE VIEW 6 FRONT VIEW SIDE VIEW
G
5A _ 513
y i45
B B
.,2• L
tt y
gal.
3^ k
M
�M r
�ITf •,?1�xf f
if
spa
_� — 102" — 102'1 ___ 421, ,_r 42" 10211 — - 28" 2811
,
6500# 4,000#
3,500#
" '
L ti�:J L
' 24"
rYl „ A 36" " 3,500#
I 11 5D
48 6,500# B 6A 4211 42"
I
=s: „ 1 48'1
6A
hx tib,° 54" 50 B 3,000#
144" D 6A 14411 5B 4211 144" 4211
B
B 6A 24„ „
6,500#
w' r; _
1,000#
1
96 10
r
- "
1
s 5D 11 ,000# 1
24 .
7
54" 424211
B� 24"
1,
FRONT VIEW FRONT VIEW 611 SIDE VIEW FRONT VIEW 611 SIDE VIEW q'
5A iB
' D 6A B 6A
.n�
do
k-
1
1
j
a '
SEIZMI
MATERIAL HANDLING '
SERMIC ENGINEERING
161 ATLANTIC STREET
EST. 1985 POMONA, CeIROMI 191768
F Tel. (909) 869-0989 • Fer 1909) 869-0981
N
01 .�fL�� TYPE AN MARSHALL
DRAWN BY D.G.R. DATE: 1/11/01
MQfflCALiFURNtA LAST REV BY DATE:
CONTRACTORS
EXPIRATION DATE: 12-31-20011 LICENSE NO 665974 APAV-D BY SAL E. FATEEN SCALE NONE
Y
DESCRIPTION
STORAGE RACK ELEVATIONS
ADDRESSLOW :'g #1108 DRAWING NUMBER
i
12615 S.W. 72ND. AVE.
01 -0062C
TIGARD, OR. `
7 cm -fillI I� ,I �, I It9i IIIP!l,II ►1rI�I.I I� I I(lI�IIII I I !I II IE III Ilp I rr) IIII 1 i I
s,M ! lI I 1
10ofawic;� 1+� 11 1i� I3r I � I� ry 118 161 20 21 22 13 24 25 a 27 it �O
y,•'rl � � •t;E
db e}} A'
(
,v
I
I
c u•B
' Easfae•r• Survaron•Fiaaa•rs
\ - REI AIN AND PF OTECT
EXIS11NG HOMES AND NErAIN DNC PROTECT EXISTING OFF SITE
FENCING GROUND LOT ' UTILITIES. REFER TO OFF SITE CIVIL HL<1;:;
27 AND LOT 2S � I C � kO
W �i o
4+ I I
1 •� * i -ter- lra■r a_a►� � � j 3 �
� 1 � `' �f � * _ - _- _ I SC,�LE IN FEET
• - _ ___ o
L0 24 * LOT 27 * ST j NOTE
C TIii lr io,17•w As t / LOT 26 , _ I q
FfiD y/S' I P i y
IP TOP
\ LL, tHEIDI - N:r"�4• E .�j no 5/9• [P S. o
o I �1� ' f S k 2j'MEA' n I o \ 1 LOT ;p t I f3 ND
•f / 'GAT( I tk, * GA -
_ ` LOT 2S \ * -"r I BALL -W HOURS
'� Lor ST
On c-ENCE� � ._. - . , i
BEFORE YOU CIG o
ENCROACYNiG I
1 C FT FEINGEDF_ -'- _ 1-800-332-234A
OFF S TE HOUSES TO 8E-' E"CROAC*"G �"TA,cmNUNx +f" * * LOT 31 EDGE
RELOCATED BY OTHERS 1'y°T' rT"a �GAh •-.,,_ V*AS ASPHALT
pt -- REMOVE AND DISPOSE OF Le '--• ' - {� '. _-,--
335 L.F.3 EXISTING FENCE o� � - - j n o�si8' eR *,To- r. :'
\-— _- c r CAP NAR✓EC S.M.: GL
~
j RETAIN AND PROTECT �- �, SET PEP S•• '9.1.: TOPO I_F_GL-ND - _ _ = o -
30X
EXISTING FENCE ` ^\ 'Q• "ELD.
OFF SIIE HOUSES TONNO tr 3..�'� }; - 5-=_c :L+r :_ _ -- ' .E, F _._ I __ --_ Z
\ �•, • RELOC&TED BY OTHERS 4 p N-S FON LINE)--
.J,ATI. I,h• • _ C�C.'•iY_EQ _ � ' - -D .: '�.\�.. ..- - -- L -4
SOFTBAL[ S 'REMOVE AND DISPOSE FFA z �- N
\ BACKSTOP BUILDINGS TO BE - _ ' . \ iI:eREMOVE AND DISPOSE OF I ?
\ \p DEMOLISHED BY OTHERS -�aA '' . ^ 36: F. t CHAIN ` ,L EXIST. BOLLARDS i 'x
\ \
PAPCEL AREA
_
= LLJ
i
'9 • c LINK FENCING I !'�
E REMOVE AND PROPERLY �
12.CIE' ACRES- ♦ DISP05E OF EXISTING �'� [oCl a
CONCRETE SIDEWALK, - f REMOVE 4ND PROPERIv A"'01,
1 �I
V Z
�%�,j PARCEL DOCUMEN TS r' 1 \ `\ i� C _;POSE OF EXISTING li TINGEXSUTILITY PALES ON WEST
aI ` C.ATCH BASINS I SIDE OF S.W. 72nd AVENUE TO BE
\\T4,� DEED: B 364, PC 64 /��, - �' ,\ �O P.
REMOVED. REFER TO OFF SITE CAVI_
DEED: BK 606 PC 67 \� o_L�.1 � -= PLAN SHEETS. CONTRACTOR SHALL
COORDINATE WITH LTILITY COMPANIES
\ '
CONTRACTOR SHALL COORDINATE
WITF- GTE ON REMOVAL OF _
.` fY. • \ ` 9 '�` <: ,\ , \% , /' EXiSTINC, UTILITY SERVICE. =z. Z
CONTRACTOR SHALL COORDINATE WITH
;{ V' i� M • • �/ ohR u*5 �- TUALALTIN 'NATER VALLEY DISTRICT FOR --
` ♦ a
j COONNE ?EC,TO �\ \\ 1SEWERR EA�MENT J'd. ��"`` i� / e EDr REMOVAL 0= EXISTING WATER METER
79 8K 654 PG 192 \ r
IL OUT 18_.02 WAgI. CO - / •,.� •.t• • , t �Asw+ui - - _ - �_-
-'\ DEED Rf CORD` O V 4: / •. - -
a� x RETAIN AND PROTECT _ '� - C OFF ICE -
/ ` O \ r ,�— CONTRACTOR SHALL COORDINATF w'
a 1 \tri EXISTING S.S. MH r ` T.C.I. CABLE ON REMOVAL OF - - -----
,�4„ l .\ ,f „ '? /� �• - -• �, ( EXISTING UTILITY SERVICE. -
� ..;I. REMOVE 4ND PROPERLY DISPOSE .� ` �' MAIN hol`''y Z '
fI
�� OF EX NG BASKETBALL COURT \� ;�\ 1 _ r; v" C7l)1�_LJII�G = SAS26 20'
AUDRES.,: : (,'. GO:\7_4GA
12 615 S. N. ST - - -- —----- .r /
2ND. A E. :/ \ASP-AL' SIEWALK
C.IAth UNc I ' � �! - - ♦' ,,\ V J I !t rEMPONe.F- CURS — — - -- - -- ---- ✓ -- - -
,
4- -rA t BAF�CSTCi • '%/ \ tti{ � ... M .
�� MOV' AND F3UoEFi` �:,;
ra x �,,. •`` = � " �' t - _GY!�► ti4' -1—c.Fa1 AP Q6 1 I EXISTING ON SITE LIGHTS NV a
C.LES.
I,p. •\. ,; ► ��;�, .�, /, /• • '-- ?EMZVL ANO Pf'<0 ERLY
`'lI.0 _ \ \ \ ' std", , \ C1 r DISPOSE OF EXIS ING
Rlf `\ a\ '� 10 SA&TAR� - \ • T CATCH BAS NS
' - \� ♦ �\ SEW[R EASENIEN' T. \ �`
8K 75Z PC Ex15114G M!F:ANO BOLMOaa. � _ J ♦, y�. ,:�
V TL.AND AREA 0 73 ACP s _ TIT ,* yam• I I n
\�, OEED RECORJs A` \ 509'48 701 �' C),`
\\ \ \ i 2 RETAIN AND PROTECT EXISTING S,'E
UTILITIES. REFER TO OFF SITE . '� _ ^-
I \\\ \ • .. • •\ 'o> p �• C.`t. �,� � nNE 'ANI I � I GLANS. r _ COt�'I`tCTOI; S-t•;� _OGPO;NATE 1�'I�4 THE SCHOOL
Q� - • 00. • s I . TJ, Q' VO PARKING I H 1 UISTa'� :�'� 17 ..4,
'- E'- STOCKPILFD ONSITE FOR
`\♦ �R • O - \ / c3 REMOVA-. CON-RACTGR SHALL PROTECT I T EMS TO
RETAIN ANQ PROTECT �� �� \� ---'� '8 O
• 6E ?E'aCvEG t�.. S1^CYPI_ECI �
EXISTZX.S. MH �� \ �\ \. 1! 1 As �- ROE_.— POE� � - O
r1� ^ / GAS--`--< GAS
• \ \ \ � ' ' ` ;E CONTRACTOR SHALL COORDINATE WI-H °GL
�'•� \ 121 "� �` - 0 ON REMOVAL OF EXISTING UNDERGROUND
NAL14K I UTILITY SERVICE. [�
CCr
ONTRACTOR SHALL COORDINATE W'TH NORTF
+ EST NATURAL GAS CO. FOR REMOVAL C L
<; r-, _ __ 1 EXIST. UNDERGROUND SERVICES.
CONTRAC „R SHALL REFER T 6 SS - — i
is LANDSCAPE PLAN TO IDENTIFY % f '° Ss- - \ - --`T - RETAIN AND PROTECT
EXIST.NG TREES FO HE RETAINED 5 I ^' EAhTARY
�8. u — — ---� EXISTING S.D. MH 'I
iYt / _ e• SS a CITY OF T,GA=D
AND PROTECTEE', TYPICAL R \ '�[` �• � Si MEP :ASEMENT - _ elAND CATCH BASIN 1 I I C`
B•< E 5A PG 192 • ►� P a-VO,
/ \ ` 1rt R CROS .'✓- �- ; ,
U n
c' 4 ��RETAIN AND PROTECT i
i \'VETAIN AND PROTECT _ EXIST!NG S.S. MH
'\ EXISTING S.S. MH- **ONTRACTOR SHALL REMOVE AND PROPERLY Q
> DISPOSE OF EXISTING PARK;NG _GT ASPHALT _
AND CURB AND GUTTER, TYP. i • IN .- •S• W
REI•U`.,E AND 'ROPERLY DISPOSE---- \ c e � ���••`��� � c
\ CONTRACTOR SHALL CC NI ACT - OF EXISTING C iNGRE-TE SIDEWALK
® " _ ST.
�
LOCAL WASTE COMPAtiY TO _E
\� 'OORD ANTE REMOVAL OF
1:.1 r S 711ti'(, I Ot'O DL.SC 1UPTIOl y �� \ EXIST. REr.YC!E BINS. °� * r_RETAIN AND PROTECT
EXISTING GTE
c„NG SET ` CROSSCONNEC�00
Y , - S SF_E_ -APS I� PRIDE RE:-CUNG BINS. \ i I a 1`l�
�i A _NK-Y BARS r�
?K ��1! 3' x B' F _N C BENCH t�8 6” STEL o•3LLARCS
3 C SIN-JP BARS E- \
21 9_ •C"1 ;39 META: F= _vG \'� / FND s/e' i R �J
r WTH 1-•/2' o
41 :JNGL= PLAT STRL+C ARE. X31 .".A•,LC.Q aJFaJQT COLUMN (TYP) 14C DO%W SP. ~\� T a. Olt um CAP I IND :-';1" D=ASc np n
I �••' Ir WARY.ED 'OHS D'
5) TETHER BALL POLE /� * % KE •A1p 3 Lr' UNC)
5 07139 f )
a4 AIF FELE= VALdE FOR THE V" HIGH 4' CHAIN .It.- MAINTENANCE ENCL05UPE \ +i DJ9' ►�K ,grcn I
I 6 1 @ ASKETBALL HOOPS 'IP) QP:SS'-=E M.ATER I INE IN 5 N '2ND A%'
SE' 4 A :CNC✓?ETE EASE ',i c E - S lA. 2 PS( GAS METER.
? AJOD P41LROAD TIE :URB �
Nt�T-1 At.) SOUTH :N THE @ASE 4! I I
8! C ATCI,- BASIN (OIL TF AP) 25 NA TEQ 'anNl-OLE v ABANDON=G 011 TANM.
91 AREA DRAIN 26 GTE •.IAvrOLE
I
+ I
1O) X 2' CONC. AIR C:NOITIONING PAD 7 Nr_E_ Cr41P RAMP � 00
EKE oACK5 ?8 ENO STANDARD CURB SOUTH
F2,11
IPR;GATION CONTROL ✓RIVE, tSEGIN EDCE ASPHALT NORTH
t31 AA T 29 STiE. _RAIN ACCRO55 -,RE LANE / d• ' -(:5) INI'1
C_E JU �
14 EMIL LENT5 ELEMENT+RY SCHOOL SIGN 10 ENS OF GJ+RD RAIL \f FN0Al 1 M CAP wv
Ae v 13 \`
915) LANDS:APE AREAS 3i MA L 8Cx \ � MARKED 0!TSD'
5- N 22'4029' E
32 OLTFAL--CC4CRETE 18' STORM DRAIN ;•
0 96' •
tel OTE r•_IEPHONE COt�-R(1L BOX
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