HomeMy WebLinkAboutRc St Improve Plans 489/1 Thru 490/3 489/1 489/2 489/3 490/1 490/2 490/31�10 l2 RCSt Tmprove Pans489f1 ru49
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�490j1 .49O.j� r' 490f 3.
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SUBDIVISION IMPROVE4EN7 PLANS
TRACT NO. 8054
SUBM17TED FOR APPROVAL BY
4 5,4J11f1V16V?1NFER1A16 Co.
RZ (620.5
CF—ECKED
SAN SERNARDIVO COUN7Y R0,6D COMMISSIONER
—DEPUTY DATE J'�-�"457
SHEE NO I OF 3 SHEETS
GENERAL NOTES
All work shall be olone /� 6ccordaoce wMl? Mese pleas ead 117e
1966 far7dard speol)'i'catl6ns o� the Coun�y oil' Sao&rnardlbo,
P. deoch Oar,�; Chli square E6st curb Beryl S� 6'Nbr�17
0�' So,;,'h trac� bovoo'ery 77rdc� ND, 6316, Elav 1718. /4-
9, Stree;" 177arkers per S-7/7 gemardlho Counly Std. Alo, 309,5/70/
303A sh.-311 be cons4-41c�qda� ---ycl7 1&ersec�icn,
4. .411 plbe ll�e6 or sobs�rac,'ures of dl7!y X-I�d not shown on
Mese plaos j-v--Yhh7 the 11i77#s o7c ffi/� subdl�ls�on or /�7
apj'acen� areas N17are (�7prcvemenl work /,� �o be dol7e
shall be removec?or relocdiedds (70/ cOs�
�o 1he Sa/7 gernardl;-7o Co411771� Road Deparllnel7�,
5. compcqo;�IbI7 �esi o�'embsnkmen� col7s�rzlchbn, �rench
backf1:11 el7o' all subgreo'es shall be performed dl' 170
cos� io'san ger,-7ardlt�ojl dl&d Wrl*�Mfl repor� shall be
st_tbmj��eo, ,o tl7e CoI7�rcqc�s 4o11771;?1:qA-df1b)? DIvision of#7e
co4ln�y, Road Decar11n&17;4 i0or aoorot1,5/, prior fo placement
ilor sarfdoing,
of 176se 177a�erials .617L
6, T17e resoons�blll��l of do,'1;vS11hg m6rhole covers,pavIng
rL-L" .576 effum rep d/7& p&VO_�' re,01dCeme17r In C017neC7A7R W1117
PC C. Cb. � C-ul�f Coqs,4 /a �f 8%c Dike per 6ld4'117
k' el
Install Der 91d 11/0,9
sub �-/6/7 sewel, .'Ihe 1�slslWioa w111 be the resool7sl" ///�y
Install 37 If 24 L7 /he owp---r al7d shall be accompll�,17edlb compll�?nce
or
coas�, 18 17rhan-l?mle X/-.F/ 14 9,9. - _qalv w#17 01-LYI�eace Alo. 8/5, secllLins 203, 209,and 2/0,
0"
Con5td1`-9`AC, Dike r, A��&7 fi7e ro-gplbed 17,?s bec-i7 grodeo' Ao the approxzmaie
7 hi'�en carb depresslLins ere pro vio'ed for L7'rl�,emgys, comple�e
Per 5tol *117 14
J2 43 eleva�lbn 917ol cross sec�IL7n, &//rooks al7d lump,5' of drl�ewyy co17s1,-Lc11L,17 will be reguh-e& 1;7 accoro,617ce
do d/ earth
N � Q: i 1 1, -� j . . over 2V., 1;7cl).Ts 112 slie &17d o1176,- M541IMble D1-c7Ni17 0,128
e" .04 / be /7 Cbul7�y Road Depa, nen� Slaace, .9 N
oln /�' tna�erl,�Vs shal -e,77o ved 7�-om Me ypper 6 1;7c es
F,�—zl 8)'O.cp al7al re/aMo' specifl�dllbns-
-4 ed &,?c' r',-�,-poSeLY ol' In Ilea ofMe
CLt of 41.7e ro.60,6
I'v
*4 Cal-h R11? C41rh R�',7 above reqzll,�-,-,Inel7�, �17e Col7t;rao�cr mdy as
/N 4A the -.qqp/efi�,q oi- t�
a - v? /;/ ches o " C/ass 2 '43 -"S a Co ver
4=go 2=1=1�
R-20, 8�Dccp T595,0,9,-dol7a� 41ava whl4bh toprepare the s4(bqr,;de. 6;'
Rr20' 30
Zb, 9. ;Y17en M7e b,-se1774?,?,1.177a�er1j1 recelve pavlag, le-0
1Y S61911 hl--'Ve a 177/n//771)/77 W" V61416 07c 70. for meP5�eov
5
A:-,
c�Aqn WEJE��
ed 5fruclurgl ge BENCH MARK
g PLAN SCALE C17iL-. Spa re 6,75t Ca -9611yl St
P. REVISIONS 6'Mo - of Sou�17 7,-.7c� gYq Tr 6316
--.70
El, 719. Id
PROFILE SCALES
61re it FS
Grade mdx /0 Z0, r5
1990?
Q$ N
rol 70-'D fL,111re E.75,4 Cb
"'ToD Future Nesl cyrb .27 �33 t
Q,
Grdde max. 10 Z/
01
k Q,
to 14
10
---6,00
tz
31.
J14 A 014 (J�
t< � 31.42
5.400/0
tQ
'14 "14 'A/A
Q- rE
-1 - u ' '� ��
1950 k i
-4
k.
Q� Top L-qsl �Llrb
4) 95.5't-�011'Le
0
.54 0
r,6
01
/0
0
C- IS,
3.5' 33,
22' 221
ra"'d- s1mighla""', t/' A
'51
1, " I a 0:, 1 t
Ine
L C01751,-41CI RCC 51�'dWalh P61' 6'1d;v10.q
FUtUr,- h771-MWMen��5 —7
,F/Idl Section per Col?s�r&Cl 8'C41,-b � 16'gV11erDer 5/c/ '011S
Grod'e ovl�'--1 oeylail C0n,51rYC�0,2,q.0 on 0'3'C1.Y'qqv'B=�e
TKFICAL SECTION
TOPAZ ST
5ee Sheei
F
e,
15
Awlum R C. C Cb. � 6uller Consl. 18zY va,-,rMa0Y
W
-g'a —d'�
TO DraI12
ro
1z
W W
STREET--
S8�-th7l?-11
A0, 1"9V
401141�w .9
X .AIA P
ACT NO,7019
n '/ Q
rW Z,
Fu Ivre Pf C cb. 9 lr� 4
4
DWG.ND - 489
TOPAZ 67REET
TRACT 8054
30X
REDUCED PLANS
0 1 2-
-5 INCHES ON ORIGINAL P-AN-1
C
IN
SUBDIVISION IMPROVEMENT PLANS
TFIACT NO. 805A
1+
SUBMITTED FOR APPROVAL BY
AN��OR col
�, �EA -rcVWGINEERIA16
R. E. 9205
PPROVED BY CHECKED DATE
E
SAN BERNARDINO COUNTY ROAD COMMISSIONER
DEPUTY PATE
S rHE Ef N 0. 2 0 F 3 SHEETS
Celrb /?//7.
61.95 93*17'26"
/*
R-20'
Zz 3Z56
20 71: 21,18
171-06. t ,
00 0
,z /Z nc)
C11rh Rk7.
2% 93*1: 'Z=205.07
7'26" NCh-,dzt7'13V3` ,y Ver
,7.R5 24-0-P 20'
0 1yeh, j=3ff13'32" ;R-992',L�,d55,00 Z = 32,56'
7-= 21 /8 1�3 13 'Ise
17 005
Qill
,\V arb
4� �9,d= 90
,v-0,0,
30'
12,
12' 61
12, X- 0.5,
ra
VN
?PP, 'N
SID e Level Line SI(
...... COnSt 4 PCZ 51dewolk per Std 109
CF-f�
Curve DcMa
Con 5 f, 0, 2, A � C,
A= 62P 0,?'0 7
chrb If//?. Construct 81 curb � gutter per SO Rz 700 i Z r 75 7.90'
4�r!900 TKPICAL SEcTION
PEARL 5 T EET
01,1se 16'
4) % I
v
k si6p
10
per
/0
C.C.
'[1751all Sireel Marker
4g 65
------ e-al Ia ml,
111/C,7/1 X A
�Y4
2 0'"
Cr"55,6ed�er Per
0 con�� v
/0
ro' 0
3
cur,�.e Pa"a
S. Ch. J 39�0 719't* Z -�-,de3-2 7 '9 -7
LU
curb R/A C4L""� pta
,J-- 8P02'55& 5�e Zz 87-02'554'
RZ20, 9=20, BENCH MARK
Z �30.39' L = 30-39' C17,k. 5�Llq,-e &ds� Curb geryl 9� 6Nor�17 of
7�- 1.9 00' PLAN SCALE 7-1900' 5,9,�h 7ract Fdry rr. 5316 F/ 171-9 Id
455.00
7
?05,07'
J
N � / o F4,121re r�, 6.
curb Q
"14,'14 44 '14 PROFILE SF on
�LES
8,
43)
%z
411 'Y4 !Y4
XQ
% 414 �Y4 �YA j1d
Nk) t�
N, W�Y. fil!
'kp N - . j�
.-4/30 4/3 o
1-960. T1:0 OFVW;,kr, r
-i_, %
6r,, 11C. (fl. 61.24) 1 ro
10
4130 Q, Fvlvre it F9
0 0/0
tyl 3. /9
C; Ml 6
to Z
NN Consi 4. C 6/0,06 011;)77 Ca) 2"1
Z b 0/0
I 0� , 0/0
WW2
llzFW-j -- - - - --�p �--- --, e - .— - -- - I - - — �l lk Exl�i 0-
49.48'VC.
,6/30 4/30, .96010 Fvkre f 7y. Ch.
2
4a 4 1� - 1
C)� "114
Q6 4� Q On CUI-h
30.39' Ili
FoD of SE'ly curb 41" .4
/5/sg V C.
1960 r4
483. 27'
oto on r;jD
%6 600
OQ 13�, 55
31 %
N
Dwc, - No , 4 99
Z. a jl� 6
PEARL STREET
TRACT 8054
REDUCEDPI-ANS
2- 3
�-3 INCHES ON ORIGINIAL P-'AN-
0
A
SUCID!VISION IMPROVEMENT PLANS
RR=50"' L=0214_3' Carh RiI7
c1b. RXI?9111 L 9 169499' 4v 930J7'?6' TRACT NO. 8054
14 R�30'
Comt '111,0C.C. 5, alkper S�d- /06 SUBMITTED FOR APPROVAL BY
18' AIVDR5A)95A.I,-,�EIVOINEERIA(C-' CO
curre D17101
RRx50,j_, sz/g, R. E, 8205
30' Cb, tF441 Zz�5990
APPROVED "BY CHECKED r)�
/8, 13 COMMISSIONER
SAN BERNARDINO COUNTY ROAD
15 PRC
4' 5� 3A
/ / Carb Rin, —DEPUTY DATE
0S 6' 121 6 7��gcl� d j
0
4= L/
'A,
RAZO SHEET NO. 3 OF 3 SHEETS
30.39'
0.55
C4 1 7-,! 19,
P SID e
Vi e� Level Line
510 Le
si, 41 RCC. o--/ (C
on 16
_6713
Con5t. 0.2'A.C. 5idewalk per Std. 109 .06
07 f
Con5t. 41' PC-C�
co
5idewalk per 5td 109 nst 8,, Curb& gufte r per Std. 0115 I-e Pa�a
I �j�'L in e
,110 'e W 0.2. AC, 8
_.C�j
� 4t
T11PICAL SECTION $.
BEECHWOOD DRIVE
��,
$
72.1
Lu 1.47
Lo
C,9,71 9
LOT 8 69,04
U) 32.56' 715i Co
BLOCK 26
exts,r llerll?al S/Ope,
rop 4)
PEA R1— lu
A 00" Con4,t 4"RCC, sidewalk per Std, 109 c�,
in 1,;?e 0,9 70721,18d 5T Q I
LCol7s 9?a,,h �19�w arpel S
0
Curb RtR, 4- LQ
3. C. 0 E.
N j 16 7 an?
Barricade
7yA -
rz
�'4 i7/
11,1i 22' 22'
I N. Ch, R� 29Z';, 239. 00' 5 W_
u 33' 33
it R= 300
C017f� 9"CO-h � 15�a4lller Pe,- Sld*11-6
7
Conq, 4"PC.C. ,,dewalk per SR 109
1 BENCH AIARK
PLAN SCALE &,1C,,b z?,,,
C171Z .5 yl
.5,,th rad 9'orll Tr 6316 r/. 171.9 Id
do 84.13'on ch.
15
218 2 0/7 CA 30.39'
?38, 00 ol? cb.
T
PROFILE SCALES
4110 -4/
Z,
% t4
:1980,
a 4 t4 -N\
NO N"
Q's, 'N 6110 -1/10
rA: $� ,
Q) 2-10
96%
W
1960 190—
exist N. 6 Yye Surf,7ce
1�
4
�J
--T 60.00W
t, 38,48'V.C. 7-op of N L'Urb
C47171ilever CAM 5't IP (P 1. 72-61)
hey017d 40,le 0,1r 1,01.29
1960
vn-ilcal S/O/.,e
4. rri
E . ... ..... .. .. ZN I 1� _'? 6Q_%., 1
101.27' VC,
1980 c:3 IQ
144
_q471V
t<
84 Id 0a CA
8 TA G �TA6 �4.'�
19,10 39.90'
418 .rd 017 CA 56 Ey/�� C S41rfW it F
IQ 90,36'
N
Alio 39'— e b, 1960
N* 268,
USE t4 J//,
/980� tq N %, Q
WYEIV OPEAArINO 2-60%
rn
C,4drZON I
r1V . I Iti X 26col,
Z5
HE,4VY Ei2U,'RNiFNT WF5r OF
'r111S L INE 'd
(Ti 6
400 Aho
36 J, QZ 1/10
�o
1920 Z)
� 1 ;9 Q
19210 %
336Z %
27;�,
5'ar oy -e surfigee-, rOp OJCSJY�' C41rh
60% 16 1960
Dwc—No. 4M
1900
BEECHW(701) DR.
TRAC7* 805*4
10 X
REDUCED PLANS
0 ?_ 5
F-3 INCHES ON ORIGINAL P-AN
A
G E, VERA, L NO TES
1250
1, All work shall he uone /,7 accordance wl/b these plans ano' The
1966 Standard Speci,�,&attons of the Coanty of S,617 13ernardt�7o.
,9 13e(7Cb Mark Data:
ch& v /;-7 5�eps o 71 chu,-ch N W cot, q,-chlholol 4� Chl-11-ch,
'67/
Iggo, 575
3. Street marh-rs per Sal? RemardW Chvl?lu Sid, Alo, 303 � 303A shall
be constructed at R// lntarsectlbo-5,
4. All pi�e ffi7es or 5LIb strLiclures of any k1hd not shown. on ,'17ese plans
wMhin, ;he lim#5 of thl� subdivislon or h7 ad)ac_--,d &rcas �Vherc
1250- /,Rprovement worl� i� to be.Yone shall he I-emoved or relocated as
required at no expen5C to the San Bernardi�o County Road Dep 1:
5, CompactIbn test of embankment conslructlbn, trench backfill, al7d ab
su&:7rades shall be perforrneol at no cost to the Counly of San
/R e—a rrlf �- , and a written —ort shill he submitted , �n the or �',re cl
_5Z
Adminis�i-afion DI�Wbn of the County Road Departmepl forapprovai
---------- J_
1225 '50 VC, �7
__EO _ rior to placement of hasc materials and suriat'ing.
p
�4, �4
repair,
6, r/7c responsibility of ac�iastll;g manhole covers, paving
14) 3,
-eplacement 1h conrleclIon wllh subdl�lsl&e sewer lfi?e
\Q 4*S ....... paving
v. CT
vi N
41 cd Ordinance No,.-316, 5ection Z03,20�2,
installatibns w1H be the responsibi ily oil the ow17 .
"I'll , and s,�.all be
--,—(,o 9/0 80 fo
7. PVhcn curb depressions are. provided for driveways, comlo e
1250,.. 6CCOMP.li5hCd h.7 COMI.)11�n
drive way construction wN be required i�7 accordance w1th county
Road Departmen� Standard Drqwi�7 Y socc;fkations.
_q No, 128 and relatee
'1W
122.'
AA ZICAI�IC171 ��h' a5 wn
ver;
c le'?�� o�
e
SaR/ `NVA .
V17 V/ ev
COM
'0 IC_7410n of p2 Vily, a qnlrplal 1- 6/20 Z70
5
Llbb 7/ � 7�-d 7Oi M10 60,- 7�'U C745 6757i170eP 0/'-� 71'?C 1501;�'alelk
/�b7t//7y C11 74e574*5 0/-
......... E 051 Cz/1_6 (a) Ir- V6ZIU0., 51L-W 0/70/l/,5/5 0/70' _'3G1;10 T01VOIC177, 07e
TOP
t ..................................
a.,60 �10 (b) 51-66,11141, 0// C012AL71?l 15W01-:5-leve I�Iwa/
q-515 Of
r0,0 E05 7' Ctl,'-6
1225 k
PROFIZE SCALES! HORIZ. 40'
VERT. 41
_0 __a
4 9
Mole., 7he c0m;,�a�e ollIch albI7
.9 �Oe
-Curb RM PLAN SCALE: /"=401 eas/ 71'ac / he 6wo&, j- ov� 1he -m-s
92,12,001, curve Pala or� ZOIS 31 Ab S7 �7chlslkle /.� 7a he
5ee Shee� 3 R=20' J=11V0,06" ML_ r'VIed,717d A0 Ol-ad7 00'60001e.,
1 613' 11 L = 3218' A11PR=470' L=P,151' CHURCH
30, 1 3 ;1 r= 20.73' WcbR=480' Lz.9395' ST
22' 41 �R=500' L=9746' F48.8.9'
E, ch, R' 51a' I.= /W. .9 7'
E-2 R=530'L=103.31
—0.5 q�
01
HEMLOC,11' ST-
Qr 2 3 ��Z/ 4
8 9 110 12
Q1 V� 1 13 14
14 6 7 00
Q) r
coll 0
011,
J I Z,
W LQ
W x2zii:�ff z
. — I � �[r_ — 500'
4
W
iy "s Z:
AMETHYST''
SI/ /0 -- I
ut� to __j
w SAIV sE IV RD!No
F SAIv qi-R1vAR,-!1,10
7D ROAFD_�
41-j
6
58 . . . . . . INDEX MAP
57
wl -i P11 0 48
Oz. 51 50 49 u
.53 52 c�� Q I (�E .- I
A013 Q
56
.5 Q_, LLj,
4. Q� j�_-
zi
54
$
Curve Dala
CIO
CC- 112' 18' 18 12, %
30, i 30, AW'10'06" zil I
�VRR=530' L-103.31' 4� 130 30'
Ctirb Rin. C.
J r 87'48'00' W&b.R--5)8' L-100-97
r C
R=20' tR500' L--0746' Tz48,89'
Curb RM.
Curb Rln i " I I
L = 30.65' 5. cb, R = 482' L - 59. 55' =90*03'31" 6 = 87'51'99'1
T=19,25' t! P Rx 470' Lz 91. 61' R-20' see sheef 3 R=?O'
L = 32,61' Lz 30.67'
60' rr 20.76' 19,27'
30' 30'
0.5,_ 4)1 61 121 /21
0,9
OP., I'll.
Level
Const .010C.C` Sklewalk
per Std #109
consl Pcc clarb 60 st 0. 2' A.C.,see 1761�V d
per 5td, #115 TYPICAL SECT!0N
AMETHYS T SMEE T
HEA,ILOCI,( STREET
4'
per 51d. 010.9
const Pec Curb 4 18"60&-
prr 51d, #/15
10)(
REDUCED PLANS
0 1
I I -, t I i I I
1-3 INCHES ON 0R;GMX_ P-TAN-1-
PREPARED BY FIELD BOOK REF
ANDREASEN ENGINEERING CO.
COUNTY OF 5AN BERNARDINO
TRACT' NO. 8085
W.O. NO.
77 7 EAST HOLT AVENUE
ROAD D E PA R T M E N T
srREEr 1mPRovEAwE1vr PLAN
ROAD NO.
POMONA CALIF. 623-1595
DESIGNED BY 678, AtPPROVED By,-
U ,WN SY
A ME TH K ZI ST
FILE NO.
�-_V�R.E.8205
CHECKED BY :OMMrSSIONER -ENGR. DATE
-7
Nq L4 10
(1, "
V--30-71 RECOMMENDED BY cut
R6VISIONS
%I
-�\ COUNTY ENGINEER DATE
1APPR DATE CHIEr DESIGN ENGINEER
SHEET OF 4
N
x
.A
BENCH MARK
kf V4
a /;7 5�ep5 a7l" chvprh
- ----- - N, m/ col; 41-chlbald and
k4)
C1741t-Ch -
--- &&j/ R80.55
1285
114
IN
80 %0
0
ITI
`4
rO WeS 74 Ctl,-b 0. 70
Al
1285
0/0
. ...... Tap We.51 a'n 32,21
1`255 41�
ce
/v 'LLL-1
12,55 00 To
4i
...... 5415t
mi
010 "t-70-p 6,7,516-6�lb
a574 Cl
T
1255 Plo
CALES' HORIZ. I"=-40'
PROrILE S
Q� 14- VERT 4'
If 17 19 20
�9 /0 13 .15
PLAN SCALE.' 40'
Curb Rin. See Sheef 4 Curb ��ln.
4 92032'00" Z = 67'28'00" Curb A See Shed 4
R=20' R= 20$ = 87*213'09" 33' 30
L=3Z30' 4 1 L -- 30.53' R= 20' 22'- 1
I r333O
P. 2
'7
rz 20. go, 4! 0.5 T= 19-13' L = 30,62'
05 T= 19 220 4" 1
0 C-i c- \61 6 015' 1 1 1 1
L
01
L, w
LQ
kl) 11,1
I oc I
15
Q,
cu '6;
i� F
Qj
43
41 V�Vll
I, $
0
jo��.
JS7
PREPARED BY FIELD BOOK REF.
ANDREASEN ENGINEERING CO.
777 EAST HOLT AVENUE
POMONA, CALIF. 623-1595
:F-
MARK REVISIONS
curb Ria
A m.92 *16'51'
R=20'
Lr3Z 21'
Tz 20.81'
COUNTY OF SAN BERNARDINO TRACT NO. 8085
ROA D DEPARTMENT -REET 1UpR0VEAfEN7- PLAN
St
DESIGNED BY 6.8. APPRO ED BY,,
BY al-Q.
DRAwN 12, llz!"7;, _2 1 A IWETI�' YS T S T.
CHECKED BY A�STROAti COMM11ii5JONER-ENGR. DATE
,RECOMMENDED BY
C, - -EOUNTY ENGINEER
ADATE CHIEF DESIGN rtZINFE.�
tt
W. 0. NO.
-�O—AD NO.
FILE NO.
`49
SHEET-2 -OF. 4
lox
REDUCED PLANS
0 t a -5
3 INCHES ON ORIGI�=
A
$4
hi A 3a6
tic; ....rop exl�4 herm 90'/7
041,
7o-l-, exl�� herm 20'aorlb it 5&�51 1114,417 � ......
a
10
A 7F
iZ
1225
7F _/7 R 16'170r/h it
A F Foo Yo,,'M eml,6
Lv
it
'b)
zy, 4
125 0
14�
L
0.52 Z IIZZ
I ul
BENCH MARK
chlz a /� sleps of Chal-ch Im
ca- A,�,^hlhalo' 017c'C17l1rcb,
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per SN. 109 C0,1�751 XC nrealher kl�lh PREPARED BY FIELD
% - PA4, ANDREASEN ENGINEERING CO.
Cc,nst PO.C. curb /8" OuHer per 5id /15 O-Z'AC PolldMcn� see 170ie 15 777 FAST HOLT AVENUE
POMONA, CALIFi 623-1595
TYPI CA 1, SEC TION
SAN BERNARD/NO ROA D elt R.E. 8205
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18, 1 4
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KPICAL SECTION ....... ConSl' PCC. Cz�-b � 18" GuHer per Vol, 115
TRYON STREET
COUNTY OF SAN BERNARDINO
R C) A D DEPARTMENT
'IESIGNED BY 6719- APPROVED BY,
DPAWN B� 4F. 0.
M S: W.R. UATE
CHECKED BY ASST ROAD l:OV .1
RECOMMENDED 13Y
COUNTY EWZINEI:R DATE
�EVISC�Ns EWEF DESICN ENGINEER
TRACT NO. 8085
STREET 1AfPROVF_AfENT PLAN
SAN BERNARDINO ROAD
TRYON STREl"T
k,
t.g
0
W. 0. NO.
L-V Y140. 1 Nu - -71 1 %_j
SHEET 3 OF 4
4
L
A 1) x
L
REDUCED PLANS
1 9 3
L J,=HES ON ORIGINAL PLAN