HomeMy WebLinkAboutLot 14-16 & 35-37 & 91-97 - PreciseGrading r
1
LEGEND % VICINITY MAP
NIWI INf
PAD EL Y. -o.a' IN. NOT TO SCALE
TOP OF CURB ,i 0000.00 B
T.C.
T� �F �4 pOAO
FLOW LINE F.L.
B ,�I z ROAD
HIGH POINT y H.P. +'
fN
5' TYP. TRACT NO FINISM�a-GFUDE F•G• a (EXCEPT C , s, C t xCEPt D ■D
SURFACE F.S. SMl Nt MPALOMA DEL SOL
VIA RAMIGARAGE FLOOR GF 0000.0PRECISE GRADING PLAN
� PAUBA cPAD ELEVATION PE 0000.0 IZ xIz -I M`
NO ! y
m
FINISHED FLOOR FF 0000.0
PC I-
WATER SERVICEW z oc '�
W
p pp Z
SEWER SERVICE S M1: o �Mbr lfE�1
AIR RELEASE VALVE -0-�� Q, PILO �7y
FIRE HYDRANT
RD.
won
_
DRIVEWAY TYPICAL SIDE YARD D AINAGE
HWY. T9
STREET LIGHT t4O• 24134
�� TR p,G1 To SAN o I EGO
SLOPE � 1 12" MIN. P/L 8MIN. BL G. PAD 12" MIN. ABOVE PAD ELEV.
ABOVE PAD 81
5 MIN. 3 MIN. ELEV.
EXTRA DEPTH FOOTING SAN"p,G0 PROJECT SITE
COMPACTED
INDICATES AMOUNT OF .X BERM 6" MIN ROUND OFF TOP , _ y i
EXTRA DEPTH FOOTING 5'
._
WATER OLAW-OFF A00>j 72 74
1/ 12" MI TI •
LOT NUMBERX 2s1 MAX. % MIN. 70n 75/
2% MIN. I% MAX. 4
� QD �'
1 ND I CATES MODEL SECTION A - A SECTION 6 - B- -
FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER sa 76 GRADING NOTES
UNIT TYPE 4 THAN S' IN VERTICAL HEIGHT THAN 5 ' IN VERTICAL HEIGHT 6T 77 76 19 g ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER
B 66 Es p 81 2 1 • T0.
INDICATES ELEVATION 5 � g AS AMENDED BY ORDINANCE 457.
64
63 83 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%.
.. b2 61 OO 59 84 THIS LOT REQUIRES A BACKWATER VALVE 3. MAXIMUM CUT OR FILL SLOPES - 2s1 .
PER SECT. 409 OF U.P.C. PER APPROVED - 6" MIN. S' MIN. P/L 5' MIN. 6" IN. S' MIN. P� > 66 2 TRACT NO. 24135 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
WATER AND SEWER PLANS. (SEE INDEX MAP) 3 ' MIN. I ' 1 ' 3 ' MIN..01 3' MIN._,_ 1 ' � S6 57 5g 87 A0 FILL SLOPES OVER 5' HIGH.
MUDSILL MIN. MIN. MU SILL MUDSILL MIN. 6" MIN. 1 S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
_
CAR NA 88
ACCESS RAWSOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
'
-r gg PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
► '
41 g OVER I ' DEEP.
12" MIN.=, T 12 ' MI 12" MIN. 26 i SI* S. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
2s1 MAX. 2 3 D ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
31
2% MIN. 2s1 MAX. 6" TYP. % MI 2% MIN. 3 'S 37 92 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
2
* 3 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE.
21% MAX. 21% MAX. 21 % MAX. COR Oil 03 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
SECTION C - C SECTION D - D VALOS 44* T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR 0 STORM FLOWS, ALONG
42 * 21 241 95 TOP OF CUT SLOPES.
ft AL * 18 IT S *1 9G* S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN `
- d 9 * ONE FOOT.
7 10 TRA T NO, E 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
6 1� 2413 5.-I THE PRELIMINARY SOILS INVESTIGATION BY:
O 5 t2 CONVERSE CONSULTANTS DATEDsI-17-89
W OF THE FINAL COMPACT ION REPORT SHALL ' SUBMITTED TO THE
35.00 4 n ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
31 . 16 �,p 13 MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
.0 33.33 3 ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
Fc
2 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
1 DEPARTMENT, TELEPHONE (905) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
Ptxxxx.x sot � TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
+ FF xxxx.x x 5Xa EACH LOT.
AD rE 000°`0 PE °0°°•0 CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERT1CAL HE1GHT AND FILL
II .00 c FF 0000.0 Iff 0000.0 SLOPES EQUAL TO OR GREATER THAN 3 ' I N VERTICAL CAL HEIGHT HA
'�' S LL BE
0 Q � PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
xx FXX1
INDEX MAP THE APPROVAL OF FINAL INSPECTION.
Fo 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
00.0 00.0 SCALE : 1 " = 200 '
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
FC FI: ofIG LESS THAN I/4" PER FOOT FOR A MINIMUM OF 3 FEET.
14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TON TION WITHWITHRESPECTRESPECTTO ADJACENTTO MEAN SEAGROUNDLEVEL)SURFACE SHALLBIS REOUNREDFTHE ACTUAL Z
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. Q
1 TYP IOCAL OVERALL FOOTPRINT DIMENSIONS BENCH MARK CONSTRUCTION NOTES & QUANTITY ESTIMATE OL
J
COUNTY OF RIVERSIDE B.M. NO. T-2"l 1 S. EROSION CONTROL t ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER Z
1 " = 30 ' 1 I/2' BRASS DISC IN COW. CYLINDER LOCATEO FIM THE INTERSECTION OF FRONT ST. N0. ITEM QUANTITY UNIT 15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD 1 LOT GRADING 31 LOTS X 15 CY /LOT) 463 C.Y. TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 0
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. ( . . SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20' ON CENTER, COMB I NA- Q
CORNER OF THE INTERSECTION I ' E. OF A T' CHAINLIW FENCE, 21 ' X 16' TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
Underground Sery l ce Ater t AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER LD
Robert Bein, Willzam. Prost & Assoc attes of RANCHOU.P. C. CHAPTER 10.R.o CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MINXNT. w
o ADJ. DATE: 9-13-82 ELEV. 1128.410 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR to
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYO S TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. U
28785 SINGLE OAK DRIVE,SUITE 250,TEtrECULA, CALIFORNIA 2590
APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE W
1 -800-422-4133 17.(909) 676-8042 OWNER/DEVELOPER THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
`r MESA HOMES
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON CL
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
TEMECULA, CALIFORNIA 92591
27555 YNEZ ROAD SUITE 200 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. �
I
TWO WORKING DAYS BEFORE YOU DIG
{ 901F) GAG-7290 1.0
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALE 0-CFESS/0 Des( neddLB Drawn
B Checked B RECOMMENDED BY:(-f= 3 fV
( f• DATE C I T Y O F TEMECULA M E C U L A DEPARTMENT OF PUBLIC WORKS Drowin No.
Contractor �� -7��
Horizontal � Plans Prepared Under The Supervision 01 •
Inspector AS SHOWN 3 NO• ACCEPTED BY: DATE= 3 << TRACT NO . 24 135-3 - z
* EXP• 6-30- f '• Oe/0 ', RAYMOND A. CASEY 94f PRINCIPAL R• FOR C 1 ENGINEER
Date ConrpleteA 1 Vertical �,' C1V _
PRECISE GRADING PLANS
U
AS SHOWN � qr CAL E R.C.E. No. 48393 Expllres 6-30-96 R.C.E. Me. 41980 IRVIrwo 341-96 LOTS 14-37 AND 9I-97 <
Sheet of 3 H-
> > , J . N. 40057)
,.
LOT 47
_ PE-1244. 1 1 1 1
tl) 3 LOT 46 1 I 1
8.84 PE= 1243 . 4 LOT 45 1 1 1
PE= 12x2 . 5 1 I 1 ,
LOT 44 I I I
4s. -2'9 PE= 1241 . 3 LOT 43 1 1 1
PE= 1239. 9 1 1 I
0 4.5. 29 LOT 42 I LOT 41 I I
• LOT 40
PE= 1238. 5 r PE= 1237 . 2 1 1
Q '3. 13 r I 1
• ' 2.39 I I PE= 1235 . 8 I
0
tq.11b
"-' IT
2s I I I
Win
•s� I I 1
- +1 f 0 35. 09 I I 1
r=' �% Q 14. 04 1 I I
17 2 .2 *, 43. 1 24.06
.0-0 - 92 5. 10 46.86 6. 0 IT31 . 84 N 20- 11 N
4D Af go• FL.,t•�1. -
5 *1 *, u C Q Q
Q v
`�• _ Fv. 24.5 � 1 r22b.� � ,r,r � �•�. - _ -
_ _ F�•, H.P p F• ti
rz2q 5 Fv. I
OFT 29. I e!� 4 �.
•• m 'L «
Z9. r- DECK FG / •. (e
7r Fv t1 i 29. 1 28.6 1227.3 '1 �.
501 G dT. l �L. p ''' ?+�' 'L co 2�
�'I•a1•� X FG 502 = OE 8.6 \ X25. t' F ♦, �° C�
5O2 �.d .2 X - FG ��/• �, Irl
x �. , PE 1229.5 � PE 1229. 1 503 �� ••
\ X = 27.6 • �.� ( .4 r 22
PE 29.3 FF �� � _ -
G
1230. 2 FF 1 129.8 •( DECK 7 27.6 26.2 _ ' H• 4 7 Ft_. H.
Fc . \•�
24. 7
FF 12 .5 � •8 , PE 1228.6 FG FG OFT. I FG 1�• Izzr-3
5 F COE
.s N- 1129 3 0 3 F�� •
SCALE 1 " = 20 ' ' -� z .3 FF 504 x FG opT- 21 6 21 .6
4 r- -
I I FG 19. _ ort. 1
\• 5 g 9.3 2 7 FOS Com. 28 IR- sx 2 26G 2 PE 1224. 7 G FG i
CK
55 - Ft's - � .` z8.5 PE 1227. 6
2 6 0 29 FF 1225. 4 502 23.2 r -Z� �
a Z8.7 ��►`� -F 1229. 7 . 1 GF F�'. FF 1228.3 PE _ - 1 19. 4
43 I FC, g _ FG 1229. 29 ►.\ 1226.2 .3 p X FG PE 1221 .6 1 I 4 2� I 1-FG -r
5 8 :� FF 1226. 9 SOI �f FF 1222.3 -
� GF 1290. 29•O
6 •� PE 1223.2 - 1 I
29. 8 FL:vg 2e-i6 m w FG 6 GF 1228.8 z7 4 F�,v u.r ?4• _ PE 1219. 4 -
2E.6 rn k . 501 Ill- - - - 1
a �� .9 IFF 1220 I -
1 FG F�., - JrR o 0 28. 6 •� b. 30 8' St FCs FG F 1223 - -,
23.9 - FG 27.6 25r _ �2 :c X 21 . I 1 - - - _Uj r- 1-9
F17.7 7 GF 1227.a FG 3 I F�,bB. 3 6# 5 51 FIG Z I � j � 1 L
r �9 ie A Mr 5 I ---I
27. 6 bF1 126+ 26.2 23.4 33 2z.o 11 - i I I i
FG G LQ1tz4
F . F�' D FL.�
° �'� 34 20.3 II 35 . 111 I
1 Rr..,b.s� F 24. T T. 1223.4 23.2 L C:
�Y. 2c 4. i I '�_� 1 19.4_
Q '„� 11 s SS I 1 S _`'� -r�., 23. 2 FG , 8 122 r.a ��� I '`GF 1219_6 -F G
� /c3r'� .,ti'ib G• 96.97 F55 '!�! F�.,�Bk FG �1 19.4 I
PFG
�o a - r •ro Ilees s 49.00 ° �7 1 1
N •
o _ 49.
�(J
v 'h ��' G ,Le- 5. - Z= 14.00 8 3. FC76 . v-
1 - T 1
�
FS• r 60.61 R 61 .
� T.C. Ic _ CART �ti�� o ,�� -s. .s- .�
Q E �ti e� F5. s
p[ LOT 98 -4 1227.76 11 ~
Q OPEN SPACE T.c. \ 'c,• ,ye�, eti ~ \titi°117
AVA� O
b� • '` �ti'`• ,L1,a G. b
40
'S-� -5. '� ♦ 13 �/
Oj p
23.2 0
FS. FS. 6.45
20 8.04 +t ro _ Fl, 294 % I 00
Zd.2 x ao o d FG _ � a-LI S0. 00 FS-
�9 � � N 8. 2T•8 FG !3.' o PS . FSS.
fv . F •t 0. 00
- G ; 8 26 4 5 J \ 46. 40 46. 39 R/W
FG 28. 7 F 1228. 0 FG FG % F�,Gg L4 '
GF 12 9.g 28.r 29. 2 F j---- �. 27.8 x GF 1226. 6 23.2 24. 9 FG _ Z0-9 N, 19•` N� 1
ZS , F� GF 1229. 4 228. �� k FGA
,rr tv.v 4 FL.,G
.7t1* 22 L., 2 ``t F Izz5.I FG 23' * , FG FG
a GF 1223.e 21 .920.6
Zs. 2 2q 23 FL 6 z7 a T�` I 26. 4 9t 24' 9.e =� n-1 (L_
GF 1222. 2o7 GF i FG 1 IGF 1219.51 11
% Zp4 F1y�, I 220. 8 I FG
24. 19 Fi.,G - 20.6 _ _ 111
pQ fv FF 1228.5 �` G T+ St I FG 1 5 1 1 1 6 III 119.3
® 21 .9 e- l 7 �.�� 11
.Q ♦, I 1
o .
(Z30.3 a FF 4 PE 1227.8 FF 1227. I
1229. 4 -(�. x X 5
FF 1229 g PE 1226. 4 FF 1225. 6 - FG ;� F 6 7 I L-� - J-1 I 1
NOTE: ro� e 1�9.G PE 1228. 7 '
1224. 9 �
ALL DIMENSIONS AND ELEVATIONS ARE x FU n - PE 1229. 2 � sot FG X PE X 23.3 x: x � \ I I _ -
IN FEET. 5O? X 27.a so I FF 1221 .3 = 11- -FF 1220.0
504 501 .g FG DPT. 504 X •1 PF 1222. 6 PE 1219.3
IIS - - -
E 122I . g PE 1220.6 III- - - - .VI
FG 27.8 DECK I FG OPT. FG 502 24 9 FF 1224. I - I l
29.r, L�4c I FG
29. 2 DPT. 28.1 26. 4 �� j 26. 4 DPT T. PE 1223. 4 X X I I l X \ `
-l? K 29G F.v. = 1227.8��- ., FG DEcx 504 502 FG I I �504� 1
20.6 11 J- - -I
�8 9 2 2b.4 L.� P rn ... N 24.9 - _ - 23. 4 _
122 .3 FL., H. � � •.• ' � � � t IZZG.r m _ -
L. V �. N -�_... FG FG DPT. FG FG DPT. \�St� �T-
P M $ o �G 4.r+ IZZ3.1 23 G 2 I . 9 ACL j 21 . 9 20.6 DECK
rti .� 2 _ 49• I0 50.00 �6 �.H. t=E., �� ,�
(O D H
�9 4t.ee so. rzzr. N .. o N o
Under round Sery ce Alert �•oo Q °D 48.49 _�.oo � � �., . o Fx c o
54 38G -
Robert Betin,llittiam Prost Associates LOT 9 sa.3e__
TRACT BOUNDARY
o LOT 8
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS s SURVEYORS PE- 1209. 2 PE= 1209. 2
1 -800-422-4133 28765 SINGLE OAK DRIVE.SUITE 250.TEMECULA, CALIFORNIA92590 TRACT NO. 24135- 1
(909) 676-8042
LOT 99 OPEN SPACE
Two WORKING DAYS BEFORE YOU OIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARKJ SCALE �*M l01� Designed
9 Or
Checked a RECOMMENDED BY: �j/fq4 CITY OF T E M E C U L A DEPARTMENT OF PUBLIC WORKS D r evi it No.
DATE: � „�1
ZF +1� I Prepared Under Th Supervision 1
Contractor Horizontal � � � Plant epo ed e • 0
ACCEPTED BY: Q DATE: 3 !1(t%{ TRACT NO . 24135-3
Inspector SEE SHEET 1
I ' = 20 ' * M3� * Date 2�/� 7 7r rR I NC I PAl I N E R. FOR CITY N61 NEER
"P. 6-30-05 RAYMOND A. CASEY PRECISE GRADING PLANS
Date Ce+•ptetee vertical � ' CIV1\- R.C.E. Ma. 48393 E><�i►es 6-30-96 R.C.E. N•. 41880 Es�trae 3-31-96
N/A of �F LOTS 14-37 & 91 -972 ot
Shee t
J . N. 400571
F-
LOT 102 OPEN SPACE
44.00 o
0�° D�f�
TRACT NO . 24135- 1
♦1
I e o
I I 1 48. I T p. 46.22 9� 12iq.8 46.04 , \p= 45.87 45.87 gyp• 45. 'L 42.67 N� o
po F�., H. . 20 141l�.2 u,5 12.G 2 mm. 87 pg A. °�•
I 1 0 �•� - -� -f +, f g F� H ,� f•0' 8 �. o rios.5 0 1201.1
I I 1223.E ... m ... � it �(� o Ft_�H. ++ f� g FL,H- . ., f P�� I LOT
11
I $ �r_�-�f• 23L �'1• "' $ �•I• �v g N S o+•4 row
23.E 6. 20. 1 `I' - `•I• S �1• �- Fv "" I OPEN SPACE
i6.s ; La- sa 4
I ( I I ^'FG -
OPT. i FG DE� I G CK 6. 12.9 OPTI FG OPT. 1 OS.B
1 I � - L!ECK_ FG G 5.8 502 F c�
1 I ( I I - - 12 .T 501 502 20. 1 --- FG DECK �� 9. 4 -� « FG X Ips
I I I I (
1901 - ' aFG 504 502 12.9 502 IF G X X e FG FG 503 PE (201. 4 -
I _ _ x e 13
I � _ e X
I I - x e 202 I
1 I I I I ��E 1226.T 1 , I PE 1223.6 PE 1220. 1 PE 1 09
I I I I ( FF 1227.4 � I FF 1224.3 FF 1220.8 X FF 12176.2 I PE 1212.9 2 • 4 PE 1205.8 _
O
I I I I I i� - - - _1 •I Q G - :t Tt FF 1213.6 '� FF 12 10. I 3t FF 1206.5 11� 01-4 Z
F o
3
LI - -� r� 5� 19-a = - c 6 ei - 97 �•, ��
I I I I I WW2, 1 91 x FL�G5. 93 5R 11.a 015.3 5* ol. .cwoe
92 Q 16.3 94 �,C�B. '` 95 `"'
20. 1 FG 0 96 os.e
12 T GF 1223.8 '�• 1220.3 GF 1216.T 15 G 12 9 9 4 FG o1- 4
I GF 1226.9 1 ' - 1 I I FG 12 GF1213. 1 1209.6 Gf 12D6.0 o4.v FCs-
G 23. 6 �.4 20. I FI_�C' 12 FG 12 FG M FL 5. pp.A- e:
FL.�(79 16. 5 12. 9 9. 4 J
I I FG FG FG FG r 05.8 F.� g0
1 1 zz.c. 8 191 15.5 FG FG FG r 10•
I 1 I ^+ ^+ F l-�C-sB N F l..Cz K N. 11.9 k N 015-4 _ 04.
R/IA/ J _ Fc ,v.e. FI_.,C,. .J
52.00 � --�II
52.00V - 52.50 52.50 52.50 �l 39.04 s A
s � S2.Sn 23.13 2
21- 5 0 V•
ZIN IS. 5. I!5.
� fp
b � hA pti Oh e0 hP
Ca• �V• N rl/\h•`• ~•V• e•V• Off• ti�•p•
18 ,9 '` VIA ��`' , ,�. ,ti ,�. \tion• ti ��.► , ,�.
23
it
�:. BARROZO 20 tip 21 - \ti 22
-
CY
O O
LO
t R IW 131 .36 \
�r Ix ro m �, \1 Gp� T 1 .oo R1W
,
1. eyl
G N •
N
LOT 38 24LN N o x •� -�• `6� LOT 40
P E= 12 33. 0 ►3•sx $ -_ --- - PE. • 1093.s
� � ~ ± N � ' V, O V' O
Q J f� ^� C9R1 40 ti O r0 ,
- - - -- - - z ; N tLm co ��ii I ,n \
v
„� L1J 63 - 26 - o - - -
\�• � %A 13•Sx N X N N
ti:
Q Q 146.36 26.00 K1 % `� N �., 16. CL C a► _
I% - - $ N
Q) - - - - �•
G r L 20 v I••
r .!1 f '(Z 23.00 A •
L Na. oo
rn - \Z\ �,• \9 0o i