HomeMy WebLinkAboutLot 80-84,87-97 Precise Grading GRADING NOTES:
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE,
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLAN
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BEA RANCHO Oh,N1q ROAD
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
MAXIMUM CUT AND FILL SLOPES � 2:1. � cc 1101
3' CROWNE HILL FAIRMONT� RANCH r PROJECT SITE
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. o
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL ��, VIA RAMI AUBw
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION to o k C CRO
REPORT FOR ALL FILLS OVER 1' DEEP. � gE4 M
m PLACE M
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTENPHASE 5 TRACT NO 23143 ■■rrr6 Q ROAD Q 0 r
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING w �� w
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, •* �,
ELEVATION AND LOCATION OF CUT FILL SLOPES.
7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. FFNq �y o
LOTS 80 84 AND 87 97O� PIO PICO y a
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. '°o ,o� oPD RD.
R
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS 83 HWY. 79
INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241-01) DATED 07-01-02 AND ALL 81 82
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY so TO SAN DIEGO
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND
CERTIFICATIONS
"Moo VICINITY AP
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF
THE PRELIMINARY SOILS REPORT. NOT TO SCALE
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 84 - 83 8
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL To OR '
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN 85 ._. CAMELOT P.L. C
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL of FINAL INSPECTION. ROAD K2
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, 8 �, ► ,_ ",' 3 1 X MIN. Q a
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. �' • •�`�� :4' �' 111 4
-
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED IT MUST BE CLEARED, KEYED, 105 0
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 88 1
ri -
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT of FILL MATERIAL. 2d PARAGUAY 2, %/0 2 2,
.. - 1 --4 C �[ C 5' M I N
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE . � r. = w -�
WAY
V �" t _
.fiMIN.
r �:� �i 's, s.P ,' •� a �.-.v^# �a� xyh'�'
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER G fi r� � .a,�. ..„ ,:...� .=: ,.:: „W '
AND DAMAGE TO ADJACENT PROPERTIES. ., N IN. B 2X B
,:..,;,,...:. MIN.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 115 ~ TRACT BOUNDARY - ' A
"T1 y Its Z
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY "" A.I
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST 50
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. �w
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE 81 92 ... EE 2! ..�
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES 8o 83 �� a: z
OVER 30' IN VERTICAL HEIGHT. (� ,� 94
87 *b
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS
0
REQUIRED THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 0 Q 98
\ � � 54
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR 0
ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, 1 1 88 88 55 G TYPICAL LOT �•�
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT ..- ;;W °, so
10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT a r .- , 88 DRAINAGE DETAIL
SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R 1 ` � •P� ° � ?
N.T.S.
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN l/4" PER FOOT FOR 1 51 UNLESS OTHERWISE NOTED ON PLAN
A MINIMUM OF 3 FEET. 79
SEE PLAN FOR DRIVEWAY GRADE
1 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. , , ► 52
2 .
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 58
ANY CONSTRUCTION/GRADING.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS e'
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED 88 '4, f�
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. - '''`�r P.L.
4 . 5
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. /' MIN.
59 wz z FOOTING EMBEDMENT
MIN.
25. SEE APPROVED "WALL AND FENCE PLANS" FOR YARD AND PERIMETER WALLS AND FENCES. INDEX MAP _j 3' FL 21* � TOPTHS97 UBCSHALL CONFORM
8061
26. W.D.I.D. 933S317203 s0 2S SO 1 RAVE CHART MIN. o REQUIREMENTS, I.E. 12"
27. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCE FROM 4 _- ---- - M M MIN FOR 1 STORY AND
STATE OF FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED PH A 1"=5 LOT LOT m FL m 18" MIN. FOR 2 STORIES,
SPECIES ACTS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES GRAPHIC SCALE: 0 10 � 3 UNLESS OTHERWISE
FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 80 YES 90 YES :� MIN. _Z SPECIFIED BY GEOTECHNICAL
••' '•.;.;..�,'••���•. +.• 2 REPORT.
+�d 81 NO 91 NO
EARTHWORK QUANTMES: 82 YES 92 YES MIN fi" MIN.
4" 4" 2X PAD ELEV.
CUT = 600 CUBIC YARDS 50 C.Y. LOT J 83 YES 93 NO 20X MAX. 2% MIN.
FILL = 600 CUBIC YARDS (50 C.Y./LOT) a 2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER MAX.
L ( / ) 84 NO 94 YES 20X
IF SLOPE HEIGHT IS LESS THAN 5' SEE SECTION "D-D"
LEGEND04 2' 87 YES 95 YES 19ECTION •A-A'
AC -- ASPHALT CONCRETE TF - TOP OF FOOTING
88 YES 96 NO N.T.S.
BF -- BACKFLOW PREVENTER TG - TOP OF GRATE •,� 89 YES 97 YES w 5' P.L. 50 W
DF - DEEPENED FOOTING ...�..» ..., .�.,. ..� -- TRACT BOUNDARY Z•
DW - DRIVEWAY ------ - FLOW LINE PAD ELEV. F.L. J G� --�
- z MIN, o MIN. Z
FG FINISHED GRADE 15'-20' TYP. W .�
FL -- FLOW LINE T - SLOPE (2:1 MAX.) PLAN 1 PLAN 2 PLAN 3 PLAN 4 s 10' MIN. ?
FS - FINISHED SURFACE 1 P.L. -� FIL '
GB - GRADE BREAK 90 - LOT NUMBER 2,283 SF 2,584 SF 2,882 SF 2,846 SF EROSION CONTROL BERM m 3 �-o an
GF - GARAGE FLOOR PLAN 4C - HOUSE PLAN TYPEINTERNAL.- SIDES 2 MIN. �-' FL
HP - HIGH POINT - R ELEVATION MIN' co 0 3 z
INV - INVERT FF 1109.67 FINISH FLOO ELEv HOUSE PLAN LEGEND PAD ELEV.
PAD= - PAD ELEVATION \� "'�""�''''� � MIN.
Tc - TOP of cuRe SECTION •D-D• z '•i
- - -
EASEMENT FOOTING TO BE :
EASE APN. 952 583 N.T.S. '� EXTRA DEPTH OF
�: 2:1, ,�;.r.:l�,', ••tis �
� PAD ELEV.
PLANS (TYP) ' '�''• 1 �-
foRE BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING 1 M1 ;;,.:�;•,!�� ,�� DIMENSIONED ON * MA * PAD ELEV.
Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION N' �.,^' 2% MIN, X 2% MIN.
Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELOPER: �p� PAD ELEV. 209 MAX. 6" MIN. 20X MAX.
of South*m Colifomia CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN •1
MIN.
Call: TOLL FREE MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS GREYSTONE HOMES 2X PAD SECTION •B-B•
7 CHAIN LINK FENCE, 21'x 16 AROUND SO. CALIF. GAS VALVES, 40 N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56 23"W 40980 COUNTY CENTER DR., SUITE 110 • -� • 2% MAX. N.T.S. LD04--069GR
1 -800
OF P.P. (NO.#) 94 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 40980 COLA, CA. 92591 SECTION
422--4133 FIBERGLASS WITNESS POST SET 1 W. OF MONUMENT. TEMECTEL. (909) 719-1464 N.T.S. LD03�'-210GR
M *1101" K DAYS BEFORE YM IM ADJ. DATE 9/13/82 ELEV. 1128.410
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE
� CITY O TEMECULA
ESS/
DEPARTMENT OF PUBLIC WORKS 9
JJJ REVISE LOT 80 do 51 REAR RETAINING WAL , Drawing No.
Contractor c aRRENB PROFILE SCALE RECOMMENDED BY: DATE:
Fit San Diego Division
SEE ABOVE � ,�• 13,3, E s c�► a, 9aooe �rw� 4.�e-1z10 PRECISE GRADING PLANS
Inspector ACCEPTED BY: DATE.
Date "Exp. 12/31/054 - ans Prepared Under Supervision Of RONALD J. PARKS PHASE 5 TRACT NO. 23143-6
Completed �l-4 CM\, Date _ %//y/0 DRAWN BY: DSB DEPUTY DIRECTOR OF PUBLIC WORKS
CAL
R.C.E. No.
23737 __ Expires 12-31-2005 DESIGN BY: DSB R.C.E No. 197" Expires 9/30/05 LOTS 80-84 & 87--97 Sheet 1 of 2
CHECKED BY:
Tl' X"R STEEL FEIVICE PER
�► �. ,,,�, , . . ,� FENCE AND WALL PLAN TABULAR SIM FENCE PER
�4J76
� TOTAL FENCE & WALL HEIGHT' FENCE AND WALL PLAN
NOT TO EXCEED 5'-6" TOTAL FENCE & WALL HEIGHT
82 83 COLOR TO BE DETERMINED NOT TO EXCEED 5'-6"
$1 pADsz 1243,4 pAD%s 1243.1
BY OWNER COLOR TO BE DETERMINED ,�
PAD.1243.7
BY OWNER ' NDS ATRIUM CRATE
ItETAM11h1G wALL , ►� MODEL 172 OR
$Q PER SEPARATE PERMR RETAINING �TEMEICULA STANDARD �"` Z:1 g" CITY OF TEMECULA STANDARD
� APPROVED EQUAL
PAD-1243.8
RETAINING WALL
122.64• ,. 40.73
so•,sTW , .. 39.33T11r 311.67Tw SS.00' 35.67T1N 2:, 5a.a7 ��, �
�•� 734 00TF 35.33TF 35.33 T !e� 4" OD HOLE IN BLOCK. INVERT
_ Z5
OF PIPE TO BE SET 0 .30 1 1'
�_ 0
99.63 34.00TF - - r .,,,
FG o NFG �+ b F �� - •�`' Z ABOVE PAD FINISH SURFACE `
n1 1p 1r
rye \ 35•x ° e r PAD ,�" TNICK SPLASH
34.00irr . • ;
FL PCC V-DITCH AD PAD
83 ,�" PVC DRAIN PIPE
M
\ PF-1235.00 ( K 2R � 8 re
\ \ �•.� o
PAD-1234.5 Ff'•1236.115 bt
0' PLAN 4
_ .�
\ .--� \ d.� PAD 1234.3 FF�1235.40
85
\ d, PAD-1237.9 '~
wr
0.3' CAMELOT
ll
rlrr RETAINING WALL & DRAINAGE DETAIL A
ROAD It SEC TION W EW 2
C-ia 1 } 6V PAD-12.42.5
FH
\ 1� 7 3
• •
86 � � 4 .
•r •rr. 105 PAD-0258.9
v�
PAD-125►6.2
+ 75 I
1
\ -•--' ..` ....` ^. � -- _,__ PAID-1257.0
IJ-
y w 21.'11 a "_ ' W • �° b ^ Ir WA" o
711 �, ao C14 -A - o
39 N n �o - -- ._
3
6»
4i-11 r / g , mac , ' =72. g• * o .,� \ ,$
w Jib's h Z• '� .f,,,-0�-O�%
:rA 9J7 jo=14� \ '� 50
V ._ .._ C,, .► PAD-1300.6
3�•r FH '� GF=34.30 - * GF=39.50 1. 5, GFm43.00 --1 Mti
- 7 \ �r�
h.
I. Tcf�
nr \
WAWA - '
� "'f `31.2 � ` r �0 92.
AM
/
IFr-1243.50
PLAN 2R
t!> �' 1 .3• � ' ( `�}• 9, � M 16,0.., 1 , � 1 '� b : SdPLMI I -- .r •o- taw
FL-c'e`o`•'• .� � ' `_'--r... --err'`o• M 8; '�w� ✓tiG STC2 �' �Oti o '` PAD-1255.2 •sd i. f /jp1 /�/:-" 'v 1�1!�
\'j• ,1�6\1:
\ \\\ \ \
Q�UA
-Q�
t RM F=1240.50 PAD=1243.01,.PAD-1240.0 L =1247.50
85
Mom" IF-1237.30 14.3PAD-1247.0 94
A =1234.1187 - 3RM PLAN 1R 14 FR=1251.30 -
�
'
'
=1234.50 9 y.96 PAD-1250.8
234.010.40
�• J'`� 1 \ \ w.
3• aD TC I �+' o ""`` �. "� O PLAN 2 �0• \
a G7 \
"'ti0 1
FF-1260.20 \
2.04 0• "7ry a4 ��... o !. �• - c eV '. L ,?' '`• 1 a / PAD-1259.7
2:1 , .•r 103•g i� f3.05' 591 3.00 's• '1' •b � O r
Q) 1•ox i X6.3 2:1 F
•'+� A 71.27 -- RETAINING WALL PUM 1 R CP �.�► r�', �• " \ \ '-
�• 1 PER SEPARATE PERMIT
•3F.5 - � 1J o6fi086TG 2. FG " S4 �Wa 1255.� ' �4RE1MWALL
PER SEPARATE PERMI PMD-1255.4 S ? \\
\
Lr Cyd
� S� 1 1. 33• CNV• '� ~-`---..• � cls '� � d G "� � �\
+30 43.yf1 2 32.8a MIN• �' � � Ok. �• �►• �� ,, .;�('�' 1•�
PLAN 3R 32.22 �
w d 4 ,�
FF-1235.00 16.0' INV. 1S• ." \ '�• or , \
i,
PAD-1234.5 ,�. 10.0 N
rn � N .e G �• PLM! ! �,► � +r � �� � .67 Z• � - 4 �
Ila - 1y.d .� -� ytiG IAF=1235.00 '" + /f� c.• WL - \\
N r..-� �' Z• , 11 PAD=1234.3 a s33 '`�• f b• r"y' '" 1 O g -5 PLAN 3R
,��, o � 37• r, PLAN 3R 1 �
� 5 5 W-12511.90 -� F
Ate' �'' - PAD=125!!.3 ' 1 6 PAD-1261.3
N � � / �� � PAD-1261.3
r. 32.9 �� M F 54 PAD=1239.5
`rir \ -
V'�
st
, ,•• �, . � 15 � �S• � / 0.5 � PAD. 238.3 �,"�,� � �• r
90 �� FGPAD*l 12 35.1
'4
32.90 109. 1 •� .; �• �,A ry. 1 0 a �
'fi b s b INV, 33 79
PAD- 1263.2
C � •ta* '�,. _ �• , �
1 Ir Imo ! q
PLMt ZR TC
'T
PAD-1234.9 ` � �'1' � � W-1261.40
PAD=1260.96�• 'S ry, 5 ', Liz
FG
` 1w. �.
v� 1 Cyd 07,
' i 98
PAD-1262.7
56 8' d
PADm•1240.0 � � " I►
d PRECIS! GRADING
CONSTRUCTION NOT`GS:
-� ' I � 1 INSTALL 3" SIDEWALK UNDERDRAIN PIPE
PER CITY OF TEMECULA STANDARD DWG. 303
INSTALL NDS I f DRAIN BOX & GRATE (NDS
FMTO _ i MODEL NO. 1210 AND 1200 OR APPROVED EQUAL
-_. ..---
/ INSTALL 4" PVC (SCHEDULE 40)
" 1 4 CONSTRUCT 4" NDS ATRIUM GRATE SEE DETAIL THIS SH
JO s � e0 � ( A• E'E"I')
.,--
S 5 PROPOSED 2' x T PCC V-DITCH (SEE DETAIL A. THIS SHEET)
GRAPHIC SCALE: 1"=30'
CONSTRUCT Ir TEMECULA CITY STANDARD RETAINING WALL
LD04-069GR
LD03-210GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: T h e Keith Companies PLAN SCALE
J,,,► REVISE LOT eo & e� REAR RETAINING WAL ESSp�,"� 1„=30' t C ITY 0 TEMECULA
Contractor DEPARTMENT OF PUBLIC WORKS browing No.
�•` Fc► PROFILE SCALE RECOMMENDED BY: DATE:
I San Diego Division
Igor SEE SHEET 1 INCNo. 23737 SM v a >!i�n ftr6W a 920M �z�o �..._.._...�.. P
(7W) 4 3 RECISE GRADING PLANS
Dote Exp. 12/31/05 ACCEPTED BY: DATE:
Ions Prepared Under Supervision Of RONALD J. PARKS TRACT NO. 23143--6
Completed ` q CI V 14 �P DRAWN BY: D S B DEPUTY DIRECTOR OF PUBLIC WORKS
�. CAL Dote -- - _,,..._....�.. PHASE 5
R.C.E. No.,, 23737 - - Explresl ....�1 2-3 1,=21� DESIGN BY: DSBR.C.E Iwo. t 9744 E,��,,,a 3o s LOTS80-84 87-97 h
CHECKED BY. Sheet 2 of 2
'i