HomeMy WebLinkAboutLot 36-53 Precise Grading GRADING NOTES:
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1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PRECISE GRADING PLAN O oA,D
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. r' 4 PROJECT S ITE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. �gL AUS
:► MA RAMI � � p o
3. MAXIMUM CUT AND FILL SLOPES = 2:1. ,n
MSA ' CRE
1
4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 50 HIGH.
N SI►N�1► � � �n
ROAD
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL
CROWNE HILL CARLYLE
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTIONPHASE 3 TRACT NO . 23143 8
REPORT FOR ALL FILLS OVER 1 DEEP. ,
d. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING A �a Pico
RD.
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, �■rr Rojo
ELEVATION AND LOCATION OF CUT FILL SLOPES. LOTS 36 53
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. HWY. 79
e. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. To SAN WGO
VICINITY AP
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS NOT TO SCALE
INVESTIGATION BY PETRA GEOTECHNICAL (PROJECT No. 241-01 DATED 06--21-02 AND ALL -r r r ��• ..►� r•�
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY J � �,=Jl'��w.",��J FOUNDATION CATEGORIES
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF Lot #'s Expansion Category Depth of Embedment Overall Depth of
THE PRELIMINARY SOILS REPORT.
rl Index Exterior FTG Embedment, Interior FTG
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 Q from top of slab
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 4 8 �- I - -
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 4 / 46 1 13, 17 25 0-20 I
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR -- 44 43
30-47, 50-53, 69-105 Very Low 1� 12"
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN 4 5 14-16, 26-29 21-50 II
...�-� 12" 18"
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN 59-62 Low
ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. I � �
' � 63-68 51-90 III 15' 21"
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, I Medium
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
48-49 91-130 IV 21" 27"
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED,
42 High
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
BACKWATER P.L. C
I
VALVE CHART
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE Kz �
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER ��1 LOT LOT LOT
AND DAMAGE TO ADJACENT PROPERTIES. _ _ � - �Q� - _j
LF
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. TRIM COURT
41 36 NO 42 NO 48 NO 1 X MIN. I a
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY IN 37 NO 43 NO 49 NO o
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST I 38 YES 44 NO 50 NO i I
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. ❑ 2'
39 NO 45 NO 51 NO 3' (� 5' MIN
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE O PUBLIC MIN.
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES 40 NO 46 NO 52 NO UTILITY 5'
OVER 30' IN VERTICAL HEIGHT. EASEMENT - B 2% ' B
4a MIN.
41 NO 47 NO 53 NO A MIN.
18. A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN ,r` I Q z z
SEA LEVEL SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS e �J
3
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ("� w be PUBLIC
5 3 1UTILITY
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS --� � 51 5 2 � _.... EASEMENT
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND 3 9 --. 20 _j I I
COVER SHALL BE PLANTED WITH APPROVED TREE SHRUBS R COMBINATION THEREOF. SHRUBS SHALL 5a 5'
TREES, o s s L 4 9 I I
BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT PUBLIC
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R ® ® j L UTILI
o EASETY
MENT
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 11,C PER FOOT FORPAD ELEV. N
A MINIMUM OF 3 FEET. �
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. r���f r79j\j Ard,11W I38 TYPICAL LOTCROWNE HILL MINIMUM YARD SETBACKS: .'.IEROSION CONTROL BERM � �
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF DRAINAGE DETAIL
ANY CONSTRUCTION/GRADING. FRONT: 20 TO FRONT ENTRY GARAGE INTERNAL-SIDES IF SLOPES LESS may_ 5, N.T.S.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 10' TO SIDE ENTRY GARAGE OR LIVING SPACE
SIDE: 5 TO INTERIOR LOT LINES UNLESS OTHERWISE NOTED ON PUN
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED SECTION OD-Do
arc
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 10 TO RIGHT OF WAY ON CORNER LOT N.T.S. SEE PLAN FOR DRIVEWAY GRADE
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. REAR: 10' TO REAR LOT LINE
375P P.L.
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. CONSTRUCTION
� MIN. S
25. W.D.I.D No. 9335317203 CONSTRUCTION NOTES: * FOOTING EMBEDMENT Z MIN. ?
DEPTHS SHALL CONFORM _j 1 FL 29*
" O CONSTRUCT 4' NDS ATRIUM GRATE (SEE DETAIL A. SHEET 2) TO 97 UBC SEC. 18061 3 .
26. SEE APPROVED WALL AND FENCING PUN" FOR YARD AND PERIMETER WALLS AND FENCES O PROPOSED 2' x X PCC V-DITCH (SEE DETAIL A, SHEET 2) INDEX MAP REQUIREMENTS, I.E. 12" o MIN.
CONSTRUCT a CITY OF TEMECULA STANDARD RETAINING WALL I MIN FOR 1 STORY AND o m
Q �0 20 40 �D 18" MIN. FOR 2 STORIES, z �
EARTHWORK QUANTITIES: (SEE DETAIL A, SHEET 2) - - - 103 3' .
"- � 2:1 MIN. 1C z
GRAPHIC SCALE: 1 -r_�- _
CUT = 900 CUBIC YARDS (50 C.Y./LOT) 40• 40,
FILL = 900 CUBIC YARDS (50 C.Y./LOT) X - -
: -.air
,.-
MIN.
2% MIN.
.s
20% MAX.
LEGEND ~- 2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER 2% MIN. PAD ELEV.
SAN JVANDCQURT IF SLOPE HEIGHT IS LESS THAN 5' SEE SECTION "D- " 20% MAX.
AC _ ASPHALT
BF - BACKFLOW PRS ER TF rt TOP OF FOOTING n ^ � BECTION •A-Ae
TG TOP OF GRATE I
LO
DF - DEEPENED FOOTING - TRACT BOUNDARY to N.T.S.
DW - DRIVEWAY ----- - FLOWINE I
FG - FINISHED GRADE L joTJrl�, 0 P.L.
FL - FLOW LINE - SLOPE (2:1 MAX.)
W S W
FS -- z SURFACE F.L. ? MIN. s MIN. z
GB -20 TYP. W
- GRADE BREAK 90 - LOT NUMBER 15 J
GF GARAGE FLOOR PLAN 4C - HOUSE PLAN TYPE �� 3
. to
HP - HIGH POINT FF=1109.67 - FINISH FLOOR ELEVATION PLAN 2 2,627 SF P'L' 3' FL
INV - INVERTPLAN 1 2,493 SF 2' MIN. '
TC - TOP OF CURB PAD=1 109.0 - PAD ELEVATION 2,194 SF
HOUSE PLAN LEGEND MIN' ; 3' z
PAD ELEV. MIN. 1°
N.T.S. �-
z FOOTING TO BE z
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING %D M EXTRA DEPTH OF PAD ELEV.
Underground PLANS (TYP)
2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION DIMENSIONED ON
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: ,y-
af Southem caffornk CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN * 2X MIN. 2% MIN.
. PAD ELEV. 20X MAX. Cr MIN' 207G MAX.
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 LENNAR HOMES PAD
1 -800
7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W 24800 CHRISANTA DRIVE SECTION •C-C• 2X MIN. - -
OF P.P. (NO.#) 94 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SECTION eB B LD03 175GR
422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. MISSION VIEJO, CALIFORNIA 92691 N.T.S. 20% MAX. N.T.S. _
M womc�Nc am e� YOU ae ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (949) 598-8547 m LD03 307GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE
AS NOTED � CITY OF T .
11/2 KT ADDED DECKS LOTS 49 50 52, �c 53 / �Z/pg DEPARTMENT OF PUBLIC WORKS Drawing No.
CO"t"'° O� �►`�'` I' s PROFILE SCALE RECOMMENDED BY: DATE:
Inland Empire Division
SEE ABOVE 53613 0 220 C+dw Ate, %ft JW Marra Vb1by, a 925'3-91024 (909) 013-4 34 a.�.� L z
096 ACCEPTED BY. J. PARKS DATE' 3 PRECISE GRADING PLANS
�p�� � \� PI s Pr p ed Under Supervision RONALD DEPUTY DIRECTOR OF PUBLIC WORKS
am /� Date 12 DRAWN BY: KS PHASE 3 TRACT NO. 23143-8
�� C�►��F� DESIGN BY: MM --
R.C.E No. 53 Expires o6-30-07_.� R.C.E rte. 19744 Expires 9/30/ LOTS 38 53 sheet of 2
CHECKED BY: MWS . ., ,_,_.-
38 I
PAD-1261.5 37 36
PAD-1261.1 PAD-1260.8 35
PAD-1260.5 34
TUBULAR STEEL FENCE PER •� PAD-1259.9
FENCE AND WALL PLAN
TOTAL FENCE & WALL HEIGHT
NOT TO EXCEED 5'-6"
COLOR TO BE DETERMINED ' � 3�� �° �A• 33
�I
BY OWNER '
N PAD-1258.3
CONSTRUCT r CITY OF 7ElblECULA I I I �,� 44 .� ,�
STANDARD RETAINING WALL 2 , , N' ,fit _-- __ __ 07 to Tr
HEIGHT AS SPECIFIED ON PUN Z•1 48 ' ' ' DF _ 8
• ,2 y,. ,� 3 'n 29
❑ �-X110 DF cn' ac ,� c� - '`� -f1 PAD-1279.!!
W t 47 Puw 2 �I PLAN alt .� 3d.Q TD t )
PAD-1258) .r cam' c w FF-12'.5!!.10 �Q I 7.9 INV.
PLM StDF '`� FF-12315.90 DF 44 PAD-1257.6 .¢ar
W 1258.70 PAD-1258.0 -: b FS - - ' �n. 5&7
0 I I PIVD-12515.2 0 43 �`' PUN 1 lot -Ft. $
of 1�-1257.70 I
p r' --• PUW 3R PAD-1257.2 0 40.04
PAD 3"' THICK DF PF-12515.10 I �L .o'Dw �,,
`' [K!2-()-X •�PCC VDITCH (�� '.: PMD-1257.6 .914
Go
DF ���. DF
\ w FG --- ------ 1. .7 - -
XQ
�8-FL g V SAX o
58.43 �i 1D
, .0' 04 21.46 FS n w ^.v .4 M.
rZI • CL 6.0 DW
T K - '� 9.27E 1 42 30
•: Irn• aD I 4 K "•" I 5 FLM 3 2 5"
�, t 16 rl G8-FL t: .- r. PAD-1277.6
TUBULAR STEEL FENCE PER ❑ l ,�I .FS FF-1257.x0 -
� � � a1 �1 ? /a Z
FENCE AND WALL PUN - �� PAD-1257.1 �� I t m
TOTAL FENCE & WALL HEIGHT ❑ '•�
� I
115.37• c `!
T TO EXCEED 5'-6" , I FS .-
NOn 4
COLOR TO BE DETERMINED I c+ _ - t: - ___ - Ivie-m
BY OWNER `' Fc' --
------ --=--�----
4" NDS ATRIUM GRATES I I '°• -
MODEL 72 OR W / n c 16.0 Dw 11+70.33 .4c, , �r sa1 to lw J
CONSTRUCT 8"' CITY OF TEMECULA ,� .. G �G Ir CL 16.0' _�� �,� �• 5i 6 Tv (Typ)
STANDARD RETAINING WALL APPROVED EQUAL C'3 1 h S fit S 16 9 NVV
1 � � o 7 41 �
HEIGHT AS SPECIFIED ON PLAN •� ,gyp• -- v� - - - - _ PLAN 1R = 577
Ir WATER 4" OD HOLE /N BLOCK. INVERT Z' i , //1l/ COURT a b "O 9 2x $ FT-1257.10 57 'NP-
PAD- S
OF PIPE TO BE SET O .30 1' 1' I I ' N .. ¢ __w ____.- cL 16.22!• cul 46 W L a o w '57
Fs S 37.8 m 31
ABOVE PAD FINISH SURFACE I _ 4t-4 IINV PAD-1275.6
71
SPLASH d FH '' 0 FG
PAD
ex • --- Min. 37.7
\J ^ --- -- r --
PAD 1� 14 �.t TW `-
PAD .
22.21 1 fit' .4
3" PVC DRAIN PIPE v _ N
, 1a 0 L s.a'Dw N 40
I I _ 59 10 TW 57.7 �1
- -
I KGF-58. r F-57.60 � �� FF- 21 36.60 7 �.
t 00 GF-57.20 HP-FL
I r: ,a 1 15.0' PAD-1256.1 I
�n o� a 37.1 1D
RETAINING WALL & DRAINAGE DETAILKA _ -� �� I c . t � 0
GF-58.20 Ile �. '�
N � '� � � v� DF__ � - - - ----1.02'iNr� 57.2 �, 3 2
SECTION VIEW 2 e� DF s3 - - --- - - PAD-1273.4
I moo- 54.43 TF
' I � � '� PLAN 3R � •�• �
Si �, ' S2 PAD-11257.70
51 i 8 37.1 m
DF o SO PLAM
lot PLN 2 18 S 39 I 5 '
;•1 DF 3 '' FF-1258.80 o FF-12315.10 ' : ,g PLMI 1R J!!.1 TW Saj
�'PoAD-1 7.6 FF-1255.!0 z . TF
•; ' Np-
FF-12515.70 PAD-1258.0 : 8.77E g
2R ..' PAD-1258.2 : , , �~ I !0.79 •FS , PAD=1255.4 Min. 3d 4 1D RETA#Vll VG WAIL
I�ILF LOT WIDTH HALF LOT WIDTH N FF 125r.1d2 .� ,� I 1 .0'Dw N �,,, O.o• y PER SEPARATE
F' ® ® 10.0' � ' s6.6� PERMIT
, - -
QUARTE'R QUARTER QUARTER QUARTER I ft
DF o� r N -�• 3
-r�r Ann. TW
I FG - �.fl.i Mln.
LOT WIDTH LOT WIDTH LOT WIDTH LOT WIDTH I I I ' ® �• 8 $ -- - ---
�,g, ^� N d�,� �, .� - 5,3.77 2 (`r )"
H •a G - 33
Q - --- •? 8.17E G "W.4 TD
d 1 �� 21.46 F5 $ . g •� �c`' F .7 PAD-1271.1
•{�' .�`� �1- .�'� 'S.o F� .�/�� \� '� •� a A 0 �� �� L 6.0'Dw . 9.7z 38
!. o. 47.10• T 50.00' `"C 90.00' "b''� '.50.00' 40.00' N
VAR/ES �}- IX �Q 1 x 1.5x'
�' _..._ -. 255 I PLAN 3 2.QA' _ 3�3 •
H
. F5 FF-1254.90 'J►"�4 1'D
r► --- --- ---- --- --- --- --- 2 2 1 1 RAD-1254.4 NL4,T 1M' I
" � 3ti
77
250 '�' '? 33.43
58 57 56 55 54 1
245
--_ 63.28'
I 51W b HP_FL C4
N55.33 TW
�Q 37 00 DF
36
❑ PIAN 2R
_ I FF-1253.30 � FIF-1255.31D 35
S PAD-1252.15 �' PAD-1257.1
+ O N � PAD-1254.15
CONSTRUCTION NOTES: DF :
' � 14 I 3.80 TF ,
Q CONSTRUCT 4 NDS ATRIUM GRATE (SEE DETAK. A, THIS SHEET) ❑ �
Q PROPOSED 2' x X PCC V-DITCH (SEE DETAIL A, THIS SHEET) �
PAD--XX.X I
Q CONSTRUCT a CITY OF TEMECULA STANDARD RETAIN/NG WALL �' Li
(SEE DETAIL A, THIS SHEET) � -
K RETAINING WALL
1
PER SEPARATE
PERMIT
R/IN b 7_
2 �s
_,...
RETAINING WALL & DRAINAGE DETAIL 00 �
S ? S S
PLAN VIEW
-"' r SEWER
++ ,
14
S N �M INDEX MAP
FOUNDATION CATEGORIES jr WATO
t" 30 15 Q 30 e0
Lot #'s Expansion Category Depth of Embedment Overall Depth of _ v/ FM III �2 EMEW
Index Exterior FTG Embedment, Interior FT GRAPHIC SCALE: 1"=30'
from top of slab - I AlJr.�`"5.5.6 ,%
1-13, 17-25 0-20 I 1 Zr 12"
30-47, 50-53, 69-105 Very Low
14-16, 26-29 21-50 II 1 1 ar
59-62 Low
63-68 51-90 III 15' 21"
Medium
-49 91-130
0 N 21" 2r LD03--175GR
m LD03-307GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies " PLAN SCALE
-=So' CITY OF TEMECULA .
11/2 KT ADDED DECKS LOTS 49 50, 52 � 53 �E�i Drawing No.
contractor ����IAA+ ,��' RECOMMENDED BY: pA l_49D DEPARTMENT OF PUBLIC WORKS
�• Inland Empire Division PROFILE SCALE
hispector SEE SHEET 53613 O 2sero &r ,gip �', dl !25'3-0024 X109) W-0 34 Z Z
a1Mro,t ACCEPTED BY. DATE. PRECISE GRADING PLANS
D�plrt+d � \� Plans rep Under Supervision Of DEPUTY J. PARKS
DIRECTOR OF PUBLIC WORKS arw Date117103DRAWN BY. KS PHASE 3 TRACT N0. 23143-8
CALF 53613 F If DESIGN BY: MM
R.C.E No. Expires --- _ _ 06-30-07 -__ R.C.E No. 197 Exor.. � � � LOTS 74 - 83 AND 88� - 95 Sheet
2 of 2
CHECKED BY. MWS