968 •POWECT•Pmomc
PLATY A
RODNEY STOKES CO.
SCALE
Horiz: I " =40' NOTES
Vert: I 4
'� I. A Permit sha /1 be obtained from the County of
San 01''cgo fngineerinq Deoartmerlf for any work
220 within the exrsting right of way.
2 A Grading Perm:e is required if earth work
exceeds 200 cu. yds.
i
210 1 210 215 k Profile of Existing Ground 3. Developer sha /1 nofTfy the County Engineers
over Wafer Line office, ,phone 565-5125 when this improvement
N Sef M. N. Top G "above grade Q T is ready For inspecflan.
A
'C o^ � 4. Developer shall contact the utility agencies, advise
�Z
205 0,� 205 C E 1� 210 hti �>� them of the proposed improvement and bear
Pro>l7e o1'Existing Ground over Sewer 8 11 ri h the Cost of relocations.
O d "Stub �'� i
h ° o (51 5. Approval of this improvement plan does not
o h'� " ntle Grode 2g1ti�� N %� constitute approve of verticol or horizontal
200 b ^ Set M. H. Top 6 above grade t 20 x� �., o ti %y � �v 0 alignment of this private
road for County road
a �/ V. R 42 w° o o p oses,
NN
195 200 N N o N .� h 200
0 0 evert orode Li 897`60 ia 9�. Cry
0 3 k �3• g C.P.
4.
Y9s 8 �? 306.04' 4
195 195
190 9'G • i9o,
ce C7tr7, o°
��sr flo I
� c ti _ s► � u.70 ;
243. /4 �
-- -- I� 3t01,494BACx =Zf92,B7Ra>sac '
d O� �N
G � h °. h a .'", `E risf. /2 r Ma /n
a ZZ ns !/60' end wafer
I O O n r
J, hti
I
4 2�In
87 88 89 90 91 92 X01 5 4 3 2 1 0
SEWER SYSTEM GENERAL NOTES
S10170'ord Specrfications of L. C. W,0- for Sewer CanStruClion ore
availab /e of the Oislricl Office.
2. The Contractor rho /I nol!ify L C WO. 46 hours in advance of beginning
0 work so that /nspeetion can be prov /deo'. i
ig Sewer Curve Data II 0 0 y 3. The Contractor shall secure o perm /t for construction prior to
a =8'40'50" I I d - any Construction.
R ° 2020' -- 4. All Sewer Construction shall be m accordance with the Leucod/a
7'_ /53.3/' I Coualy wa1er,01str 1c7 General SfandardSoec /pications,
L : 306.04' A O 5. The Conlroclor must secure approval from the L. C. WD. Inspector
prior fo back filling over any Ys,
G. The drawing and the data hereon are hereby made a oarf
ki d
of the Specif5'cotions.
7 No revisions shall be mode in These plans without the aaoroval
e p r z , 0 p �. I o ,- of the L.CW0 Bngireer,
h N Approvo/ of this plan bg the L. C kv,0 doe-5 ; �f
° O Conslilule a representation on the accuracy of the location of or the
existence or non existence of, any underground utility, pipe, or
�� 'r- - structure wi /hie the limits of lh /s ro ect
6 RANG JA NTA FE �. SEES/ T 6 i - p l
ROAD I N0.2 13 5 The Contractor Shall conform to Labor Code Secl /on 6422 by submitting
a I LICP. ° S '30 "w 2d3 ! L9" 1/CP. �( 0� p ^�� v a Bela / /edplan showing the design of shoring,
brocing, sloping, or f
n o q2 2 }�•� /� other provisions to be mo,7C fbr worker proleclion from the hazard of i
caving ground during the ercavafi'on of such trench or Trenches or i
ti - f \ j during the pipe lnstaIla Ilan therein. Th /s plan musl be prepared' for
�¢O 0 S er-Ijtlnq Paved Surface S/ �' P/ . - - -- ( all trenches five feel or more in depth and
a roved b 1170 owner
o e= 0Q a - - - - -- J Con PP y
� R =2ogp' � s B orror to cxcavalion. If the plan var /es from the shor/ng systen)
- -- ^�� standards establ /shed by the Construct /on Safely Orders, the plan
00 _ z,° \ �✓ shall be,arepareo by a regislered Civil or S11 fog raer a1
the Conlrocfors expense.
Modify ex /sling M H to form r - / z/ - ` i 2 ,Bend /0, A,ocrrnit sha/lbe acqu /redfrom the County
Road Deparlment for
Drop M.N. Chip oul erisfing f / G any excavation wilbin the exisl/ng R/ghlof way,
base to Form new channel. �_
See S1d,9wq. S -S for details
WET TAP CONNECTION DETAIL
A/Ilalerals one mains shall be tested 6y air test method after
construction ofall other ufi /flies as soec/fied in L.C.HCD. surer spec /fiiat/
• / I?, All mains and laterals shallbe constructed wilh a 4G -47C4) WORK TO BE DONE
A e�zao `2 wa ^ r M f �6 minimum cover. All laterals shall be constructed dear of dr/veways.
4i e� 13.1411101s shall be served by d - /nch V.C.P. laterals selala minimum grade
l Grading of a// streets as shown on these plans including q � BO Assemb /y ^ 6 c, e7.0,', w/lh a min
/mum drop of L731ee2 , and an /overt depth of a-fbei
/j below topofcurb al l /ne unless otherw /se approvedby 1.C.W.D-
Asphalt Penetration Treolmenl where indicated 00, l4. Al/ concrete testing required by the District will beat the
expense of
2. The construction of VCR Sewer Main Mann B Flan e x Nub The Confractor.
a/es. Gate Valve x �0 /5. Job m /,ring of concrete willnol be allowed wilhoul the permission of
�P slope Nozlle to Match 0
a � AR LPe ra a GENERAL NOTES (eolntd .) ,o a the District
Q ,�E 3. The construction of A. C. Waler Mains d Appurtenances. i7 / All esshall have 4 -inch (min. crushedrock beddin ,
shown on [.CN<D. 0 �` �� l6, rim Inspector shall be Turn /shed three sels of cul sheets.
1`x PP ) g � �
4. The construclr'on of P. CC. Criss Cullers. � s - 'e � "" ��� std. Drawing s -l2, C, e� k \ (Of I`> NaeFr
,. co o BACKF /CL NOTE: ( ��' . COUNTY OF SAN DIEGO (�
i a� ?cThrusl a . /R' /�� Where trenches are within Easements, soils reoorls shall be Qr �o �0' <�, \ \
1 dN6/N!!R/NG DEr�tQrMlNT 1 svrers�
y 5 The conslruelion of Tom C "Zilel`. °eF 0. submitled to the District Inspeclor by a Qual/fied soils engineer which
certify lh°t french backf IMPROVEMENT PLANS
'71 was camoacled per district specificalions. )0 0� ��� • J O
6. The iasla / /anon of 1,6'X10 C MP. Re? 'OyeE� � .5 ��ee /a
4. 9° f� e0,,; qve to ��o o� WATER LINE EXTENSION No. 41
rag !Y c/d t ' s q ?d
See Sheet No.? for Waler Sysle/n Genera /Notes 14TH STREET a
j� a e Lt^q�P/bvBd4ii ( G? and Legend. RANCHO SANTA RE ROAD
0WAle,e W�r/�CC-6AR�L F e Qua/ COUNTY AA0AV(1E0 C+IANGfS
Harr W He/sier t N OLIVENHAIN MUNICIPAL WATER DISTRICT Am Dearr,pfion Wvvedby Date BENCI' MARK N�f�ee
eh i� ewv SAN }o �r�«Pi a f..�
y 1570 WEST LINDA VISTA DRIVE LEUCADIA COUNTY WATER DISTRICT .¢ Iron Pin set in Conc. Mon
770 Rancho Santa Fe Rd. WATER WORKS APPROVAL
EncinilaS, Co. 92024 SAN MARCOS, CALIF O BS m/ Nurlherly from 5 7Cam/r /o Del Nerle T December 26, 1973
i
Approved by: BOYLE ENGINEERING
on .SIV s de ui` Rancho J'anta Fe goad
1PPRavED QY �7./� . f Engineers for the Distract t�r�:ww�. WirF
VICINITY MAP Mary �OnO9e� Record from county B M OC' 73
� E/ev 190 ?71 Datum U.scdos .C� . 9696 - 1
No Scale RONALD M. WTTIO R.C. E. No. 2030 DATE.' R.C.E. 15325 D� GRADING P AN: L-7238 .P /f
a
FILE NO.
*4
K-T,
'PERFECT'nao►aE
PLATE A
RODNEY STOKES CO. {
I
I
SCALE i
Horiz: I"= 40' i
Vert: I"= 4' Material within vlcM1141 of
wafer main to e compac i
per Sfd, Specs.
230 Aver "le of f e'lirling Ground
o over sewer
N Oa O O O O O
a OM pN to
h h
N �Z nti nN n 0H 0ti O N . Z 2'25
225 �� Q -f �,/ ZZ• N• ti
a eo Qd G,QOP ToF ° 2goQ
N o h h 220
220 Q ��\ 2 o0 oa tia h� �a
k \� 34 N ON .N *.N wN bN �°sN ,50
ti ti h o oa o^ ti hw ho
B "WaferafSewerC- Imsing attr ine AC 8"10
f �' 1, ti r '� I very` Ora 9��v •R 215
2 1 5 0 £ ncnsement 8'/ (/• C• P. O °
Invert Grade '� /B "CM.P
p lnvertGrao° 0.40°, $g 7,� 9 S
o irU.C.R 2
y-' " O N x `
p ti
lvC � ti r.ti �C\1 210
210 8 q q' /o \ z � \•
de 3• ti
I� Uert
205
128. 7 323,331 204.36
2 2
0,2� o0
200 C>`0
° o
243 '
0 I 2 3 4 5 6 7 8 9
WATER SYSTEM GENERAL NOTES S ee TM 9G far R Doyligh1Line �' J E EEC`, 3�1
/. ted in accordance water Sewer an
Water works shall be construc I ° j + Ala e ss' /B'C
with the Standards of the Olivenhaio Municloa! Water P /ans I w
a Rood R�W describeq as I / Co st T e'' -In let r I
Water D /strict. The Contractor shall have a �' I
cbrrel S/o.74 05064 varal O er S . Dwy, ?5 ti 0 5' Privates Road
copy of the Standards on the • job site afall times. �. ��jO by obi No.T�olrhea&44 to I P / `� �
� � I i � Utility Easement
C c us/ Block a Board ofx'u/rrvisors on }
2 Where e /evalr "ores and grades are not shown o,7 PD' \ 1 4 ,Cloy l4, 1974. J I ST EE a
th g oror /e, /0 Of Pip ro
e pf is i /c *q - - - -- x — — Z — — — Q Qp
�-- - -- o 6.T5 f� SI AHD ,6end
48 be %ra center /ine of finish grade of'slreel 28. s 2 C pl �P s Z !!
?� pn9 p A C. B'r�OiY 0
3. Each lot is to receive a ! -inch copper wafer service. ° SiP C} 3 p Wo er Line
7" n
B�ACP1
4 Manual air releases sha ll be instal /cd at a / / high \ N7 /2B. 7G' — �f N 7 '3 - //I/C P
points in the wafer main profile. cvm encassm d
c side of a0
sca le: QO
7hrusl Bloe I " Np
J ' \ •� q� wafe{ /ine.
5. Un /ess ofherw <se not, ed connections 1,o eXisfing mains N t / T
sha!/ be mode dry. The time and o'aratian ofshofo'awns o1 - -- / 8 Uii /ity pserrreat
of existing mains sha /l be subject 1,o approval by the - ° r — \
Destreet. �.
= �—
Co u er
!O'Co
G• 4,C. by A. C. on / /ne valves where required of street o O.� - �� - - - -- Ste 4 aide 0/"j 60 i
infersecllans shall be locoied on the prolongation Co c . Thrus
street rJ h�oj cva line whenever possible. T — � Z ZD d d oad
of the
g y �F, r See Sections - Sheet 3
7 /nstaU fire Hydrants at locations requiredby fire Drstribt \ \ Q E� �� O tS Conc. Encase tnt h -
L . 5 . 11 / e of t✓i r _� ��� ' a
B Conlractors shall acquire a trenching permel from
AC 8' -'200
fheCalijbrnia Division of Industrial Safety fora/!
french work where facilities are to be constructed
� ��
far Or ,'o be Turned over to the O/ivenhar'n �Gfunicipal
/O Sewer Easement 40 / l
Water District Copy of permi t sha!! be submitted
to the District prior io start of w rk.
/0 /O , elcv. as sha W/7
LEGEND in Profile ,
COnStruCtiOn of asbestos cement wotermains h.�
0 :1 / . C
Construct /on of ale or 6ufterfY valve assemb! y 4
g y y 1,H � \6� S`A � i•� raded • oadway
Construction of f<re hydrant assembly F c �
\1� \ FF i Elev. as shown
B.o. <V� �'� 00 I Y acfi n 6 ° of on Plan Level Line
�O timum ensit �
Construction of blow off assembly —0 \ p N Na 3 I p y 2
Construction of manual air iz /ease assemb /y
Y �e
Construction ol'AC XA.C. xflange tee w /flanyevalve -- 'QO,QO SHE£r COUNTY OF SAN DIEGO
CONCRETE GUTTER DETAIL 2 £NaIN£ERiA/G DEPARTMENT SNf£TS
Conslrucllon of all 4.C, fee - \ Pio� Material wet en vlCi i SECTI A IMPROVEMENT PLANS
Coasirucfr'on of all A.C, cross of wafer main to be compacted faoM SrA. 71
per Std. Specs. Easements Typ. 7 SrA. 9
Construction of reducer .___ � RANCHO SANTA E FE ROAD
PLANS PREPARED BY CouvTY APPRO�IEU C- v4NCEs
Construction of cap assembly - ---. BENCH MARk Re"7e3 -.d Por CanPormence with the Prow', ions of the
final
W EACCO INC. o Oeteripfion pprovsdby Daf! n Notice o De /° t and A ece fed for filin s
� LEUCADIA COUNTY WATER DISTRICT % Iron Ain set in Conc. Neon. Notice
1570 WEST LINDA VISTA DRIVE t Tyae "C " /eleffiorrdlhS�4 /K rotrls v o
SAN MARCOS CALIF. 0•BSmr � rthtr /y from 51 Camino De/ Norte 6 fbr H M ra /or o En insar
f
on SW side of Carcho Santa Pe Road
December 26 1973 APPR0VeO BY � E . � � y 6n Haar al WarF c rd by r
�c erary Manny •_ Record from Caun. B M OC-75. 9� 1 �� I
Elev I90 271 Da;'urrz U S C et G S �/1��• v� ^ da e 9696-1 •
W. oar£ .�.z /rr
RONALD M. LUTTIO R.C.E.No.20303
FILE NO.
E
R
DEC 5 1974
MICRUFU.MtL-
/s-
'PEWf'ECT•P"oriLc
PLATE A
RODNEY STOKES CO
f
SCALE I 12
Horiz : I" = 40' 260' V. C. 320' V. C.
Profile of E,risfing Ground finishedt°rface
O
Vert: I = 4 over Wafer Line _ -_ over Wader Line
(al
Q 4i op o 240
o ti p� b o,� 00 0^ po t,� /
( Q O'n p p a �' ,^ � y 14 (�. 0 4j N ! `b r p ^ r ��ror c"a -zoo ti
p `' � •l. y Q �} `n�.' 'V �l C}. O Q O \ Q ��i SO �. - 8' 14 C zoo
x IY� aj d M b \ N N ti n� N Profi /e of Erisfil� Groan
N M x M N 4i x a D ,
�' N 'n
N <9 d b p over Sewer oor
� �N �N �
245
�\ � � ZZ .H
pp �� xN RoadGrade p�
p� NN C9� Q
240 In M � N op�O� 5 � � ^ O ` 240
200 VC. — Ci N N 2do H x h (� `� O inslr / 6 Ac2ao
o h Proposed G ?oP Nl o N "
U a �,�' - z3 B ° � �N AshTreaP e �rafl°n o EXTENSION 18 -A MODIFICATION
"� Asoha /d Pene /raison Treatment
235
O
oo Z / 23�orfh � ors 235 �� 215
00 1. irate h w Xs� QN hti
o Q b ^ N
x: h0 ,
" Pro Ile a N p
Q r\ t\ Eris . Ground N+ p O O I
C rlert N p ti o°
k 1n ra dY 230 210
C.P N 4i v Q �'
230 N �� tv N N line a N aq� 4
lnycrf Grade �� X N p �0'
a o N ti o 6 U. C.P. 36 6', � sr 6 C0 4i 0
o � o� °Nti P BavCP °70 ° 2 24 3 3OC .� �s NN
6 x
o Q o M oN t \ 10 % 0^ 6g1 9 i 0
225 0 ° o° ti� °� toff Up Q` tie �'�9` h 225 "C STREET ROAD PROFILE 205 I
ti 0ti o o 1 I
/ /too 1 O'Conc. Crad le T e '`I " 50'
220 a® ti o\ o` �, co 2 m a o ti O ti m 220 t
xry� x0 ati �� Cg �O t)
ti ti roP tNa }er<<Pe d B J I P � tiI� _3a9//� l9
by !
6o v. c,
Gn+de '� a
s 040 °o h 'A 195.03' 1
9 12 13 14 15 16 17 18 215 0 1
170.35' o o
!so Z# 131��ie Pogo' R/Wdescribed as Par /
ti
o ?30 Co Conc. Guff � � b � ' I 0 No. 74- rder ,
pe tai! S et I !0 a 1 0 '' 6 of fhe Counfy Board of / I
� '� k �P I0 Supervisors on May 14 1
o /i�S a �B fBrf1 M ti �2 r t 3 S � ' I
14 p �"�� \ Q° — --- - - - - -- �STR
l
6 j r.4 d Wa er Line
40 11 9,2 g `g�� Graded . [ h • � _ Grade F. L. 1 _ � 'y o — V 68 E l
0 7
Down Guy fo be No °p 7 °06'! "w - 5 -- -- 14 6 '!/C.P. N72 '13 W 34 I I7 1 1 �f 0
,alp t'elocafed by others I i f. 12
4 I H 5 0 I . o /i��
A.C. 8 12xa�0 s s4o i ° o
Wo er lin a �� t�' o G rade / o dra /o
Scale:
(" --40 I
�6 Cc loc(c al
ras O qu
��` Goaw� � � r �� WID 1 I ,�o � 2 Z
�® 1
W
d
W ! ' M I I l Defa! w, F- I / ac / aG� /O t
4 4 Q ti ti� ti YL� E isf'h 6 4.C. N'a Line I v / ���
ti L— — fens /oq !e- per X erasion / E /ev as h n in Profile
—) ca
Pri ✓afe o40' r I I � ry � �. �/ o
� Udi/ity se of •4 �— . , � �, I -- 2 m 2 , -+
TH S Grade to drain ' �`
I I Omdesd Roadw
For gq /ay its'&ri both N V CATS y f
.PoodEossirunf, see p
9 +29.51 Af1D I o 2' /o /o' I ti
GrodiiJy P /4�s L -7237 I d + 5O - ra /f fiend r
clev osshow in Pro i!e
4� -_� -- n r -le Th s ck 6 G. orB.Y. TYPICAL SECTION
St I /s LS I 7'
�� r I Leve /! /ne 2 fawaowQal ' O 8' I^jr R°adwa in
Q x A.C.P. 2010
"P �y ' � %nB E /ems s rhown y
Si Locafion oernofes�w�re�)
oncThrusf Block — � �•�• 2 ° ° -� ' in r i e A// fill moferia/ in vicinity of wafer '
� 1 1 _ 6'�l!Assy. .• � _ _ — ' � • � - • �, 1 _ ---- 2 : % main Shall be compacted in acc°rdance
�
Conc ThrurfB! k 2 Graded Roadway 2 \ with Olivenhain Wafer Std Specs.
L Cone. Thrust ock
0 14th Sf, a.r Cap Ass M .AR, I Graded ,Poadway sh EFr COUNTY OF SAN DIEGO
4
U Graded Qoadway I' ° ' f
Private Road I TYPICAL SECTION T YPICAL SECTION fNG/NFEK7N6 bEAARrMENT si,
Croded Roadway in Cuf "A" STREET IMPROVEMENT PLANS
Seer prox /LEUP0egRlaMT f eemovae)visf. valve CacAssy, Sra. ? fo SrA, /0 +9087
D E T AIL A and Pioeasshown .67 P-a/ /le 14TH STREET 61
upper right and make conneckion. RAN CHO SANTA FE ROAD
PLANS PREPARED
BY xt-lns1aW valve of /ocaiion shown. COUNTY APPRoveo Ch's6A/GEs i
WEACCO I NC. \i o Descrip {lan A.pproveWby Date BflVCH MA,PK A'dv;ewad for Conformance w %1h 2 Provisions
o/' fhe Ainq/
LEUCADIA COUNTY WATER DISTRICT % " /,-on Pin sefin Conc Mon. v of.ce pf s end Acceo:'ed lbr Filing
1570 WEST LINDA VISTA DRIVE /B�C.It1P. ctlC'sf. Deleted hit•n f
SAN MARCOS, CALIF O 8S mi Northerly from F/ Comino Oc/ Norte f r r' A/ Tay
December 2G,_ 1973 -4# 8Y: n
�c1'9f�� ed`C0rY/
on SW side of Poncho San fa FB good y
q�nBer a ork hec .e h
Secreia, - y .Manager rorr7 Coeynly 8" CC '75 I
Ere„ /90 P71 D f&177 t/SC`$ G s � ' rd a. 9696-1
DATE:
RONALD M. LUTTIO R. C. E. No.
HLE NO.
DEC 5 1914
MIC�+.�hIL.MtL.
vmEcrpnw%s /
1101I STOKES CO. ►�
• u I�
SEWER LATERAL TABLE
_ -;�- $ +
SHfET fTAT /0 /IVV III DRGP TH /NU ELEI/ STRffr 01PTH REMARKS t
,va AT MAIN MM4IN IfNG AT e ELfU ATTP - -. -- - -- - - - - -
-
Ol
-- i -� --
t �- - -
I
- --
I
t I I
i
I M
I 1 1 1 I � 1 � Q 1 �1
{
-IS -- - - - -- -
1 +
I LI
24 D
-' -
4
° Y 8
P. i
«
I
6' 0
� I
I � I
I .
I _ I
I
1 - - - - - - - - - - -
1
—t T
+ -- - -
f Illy. r
t ' 1
I
m
f }
_ I r - r r � - - -- - -- �- t j --
l I
} I
f - - - - - - - - - - - -t -� - - - -
,
It
9 10 CurvelDala 12 13 14 I
SEE HE T NO. 3 I e = •oa oo " 240
- p / Waler of Sewer 1111 /i1 a E relnenl
iasla// a erSeri'ic e !A b/
�o,.o •w \ ti pei Sld. O�rg No. /0
Ills •i,
� yNO9 s' s77� ° 1 45. � ,^ -,'.. '/ .Shale.• / ~ 40'
Conc.7hrusl dock b e~ / ` * �2
C /
Conc. ufler \
40 40' Curve Data ° WoLine �,
d = 90 - 00 OO > �ibonyst'roM Mo to
Z 31,02, ¢ Sf & Sewer Curve Data Grradela'.E3�ad»'ay
G - 7G °00'00" Insta! G" �Va /v s y'
,,e- Z50' an ire Hy rxrn A \ Cvrve Dal
T= /95.32 �Sei�tq!O . No. 14 A 181 1 2q. R� ?2
L' 331. G/ x c
\ v = 15.97'
I ?7o
g` Wafer Line C/ve D 1a /
d = 52
de- we « \
a e40
T
= //7041"
/0' /0 L = 2 /B. /B - 20.57'
' \ ; d = 272 °50'�l /" ✓
R= 4e'
ad �
2• 'z" ` Gr ���
A// Wsafher Grodid .Ebadway �Woterline \
PRIVATE CONTRACT
i
TYPICAL CROSS SECTION / ri/ /Maferio�/in ify
0 oIA Main rha// be SM2tT
PRIVATE STREET co m acted in accordonce with CINTY OF SAN DIEGO 4
Olivon in N4ter r r,"I 61NEER DEPARTAINIT
i
- -- IMPROVEMENT PLANS
14TH STREET 8
RANCHO SANTA FE ROAD
WEACCO,R LEUCADIA COUNTY WATER DISTRICT N''"'" _ v� �"""'��' °i ' a.� R K %¢ / / /ron Pin set in Con Mon.
a«
•'" r i epd,d j;� ° i�f 'aR/
1570 WEST LINDA VISTA DRIVE
SAN MARCOS CALIF. /��--�,
APPQOt�fD Loopli Ir
December. Il73 w WN vn SW Side n h 0"IRIIIIIIIIip *# vpwk by
Itsd fwM
o nt -75 ,o e T.4
zigit GA 7F. �wl 140. t7/ Do 4 S. C. Q G,.f: �� 9696'
LU I i4 ; ar/ AVII
FILE NO.