HomeMy WebLinkAboutLot 16-33 Precise Grading I
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GRADING NOTES:
GRADIN1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, RoAo
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. '-
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X. DRAINAGE SWALES SHALL BEA c,, �sPROJECT S ITE
0
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
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3. MAXIMUM CUT AND FILL SLOPES = 2:1. VIA RAMI 00 RO O
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. cC►► CRE
�Q M PLACE
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5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL ROAD �
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION v,
REPORT FOR ALL FILLS OVER 1' DEEP. � 4 `'
0
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN � L�F�q o
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING n ,; PIp Plco key po
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE.
ELEVATION AND LOCATION OF CUT FILL SLOPES.
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7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. "+ 79
B. ONO-
FINAL COMPACTION REPORT WILL BE REQUIRED POR ALL FILLS GREATER THAN ONE FOOT. ! �, INDEX MAP To SAN blEco
V'ICINI'TY AP
9. ALL GRADING SHAM BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PR'ELIM'INARY SOILS � � � ;-� i � �' � � } 30 IS '=� 60 - -- •
INVESTIGATION BY PETRA GEOTECHNICAL (PROJECT NO. 241-01) DATED 06-21--02 AND ALL a � ' � � ` � NOT TO SCALE
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY {".� ', 1 ` GRAPHIC SCALE: 1' =30'
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND .� p �" •Jd ' � BACKWATER
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF ,�� � d� �' , VALVE CHART
THE PRELIMINARY SOILS REPORT. � ry
' ! '" LOT LOT LOT
C
1 CONTRACTOR ,:' ., P.L.0 THE C C1"OR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT TEL. $09 694 -641 1 AT LEAST 24 � r
C ) y
HOURS IN ADVANCE REQUESTING � : . � 16 YES 22 NO 28 NO
D CE EQUES NG FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION , :� �' , , , , � �o
MUST APPROVED PRI
BE VED OR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
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yr
17
NO 23 NO 29 YES
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�► 1% MIN.
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11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL SLOPES UAL R �
I 18 YES 24 NO 30 YES
I
GREATER THAN 5 IN VERTICAL HEIGHT SHA PLANTED ,
LL � WITH GRASS OR GROUND COVER AS SHOWN I i :
ON THE APPROVED LANDSCAPE PLAN
LA E LA TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
1
9 NO 25 NO 31 NO
ACCORDANCE WITH CITY DEVELOPMENT COD SECTION 17. PRI T �F
E, S Ofi OR 0 THE APPROVAL OF FINAL INSPECTION. �..
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22 , ,
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20 YES 26 YES 32 YE
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTILTHE GROUND HAS E G OU D S BEEN CLEARED OF WEEDS, r' ,
2
DEBRIS, TOPSOIL, °� 3
E S 0 SO AND OTHER DELETERIOUSMATERIAL. 5
L,
E L.
MIN.
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1 Y 7 Y
2 ES 2 E5 33 YES
U BLI
MIN.
1 IF P PIN
s.
UTILITY
3 STEEP SLOPING TERRAIN OCCURS UPON WHICH FI I T
C LL S OBE PLACED IT MUST CLEARED, KEYED,
8E L ED
Ali
EASEMENT
MIN.
2X
AND BENCHEDINTO FIRM AT
0 NATURAL SOIL FOR FULLSUPPORT PREPARATION ;
SHALL BE APPROVED BY A
MIN.
G PLAN
CROWNE HILL CARLYLE
1
PHASE 4 TRACT NO 2314 %3 8
LOTS 16 33
Y
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. .«. ' A
4
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14. DURING ROUGH GRADING
Y
UG G D G OPERATIONS AND PRIOR T CONSTRUCTION _
0 C ST"RUC O'N OF PERMANENT DRAINA .,..
GE
STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULDPROVIDED T �
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BE O DED 0 PREVENT PONDING WATER 3
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AND DAMAGE T ADJACENT PROPERTIES.
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PUBLIC
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€ UTILITY
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15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APP , EASEMENT
ROVED METHODS. � .
I
1 X DRAINAGE �:" 5
6 ALL EXISTING DR GE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY I
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
PUBLIC
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
UTILITY
cv
EASEMENT
17. STABILITY CALCULATIONS WITH
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A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5 SHALL BE
SUBMITTED BY A SOILS ENGINEER TO THECITYENGINEERING
cow
C DEPARTMENT FOR CUT AN FILL LL SLOPES ,
;
OVER 30 IN VERTICAL HEIGHT.
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TYPICAL �` �-
18. A REGISTERS C IN R
C O
D NIL ENGINEER O LICENSED LAND SURVEYOR HA SUBMIT CERTIFICATION S RV'EYO SHALL 8 CE KATION OF BUILDIN
G
{
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION WITH RESPECT TO MEAN C,r
u. -,� DRAINAGE DETAIL ,
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS 32 ,a,. , __._.
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. r" N.T.s.
UNLESS OTHERWISE NOTED ON PLAN
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1'9. EROSION CONTROL. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS
,i F
SEE PUN 0R DRIVEWAY GRADE
OR ANOTHER APPROVED GROUND COVER. SLOP OVER 4.
ES 0 E 15 IN VERTICAL HEIGHT IN ADDITION TO GROUND
COVER SHALL BE PLANTED WITH APPROVEDTR HR
I;
EES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL31
BE PLANTED AT 10 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT HA HAVE PERMANENT
S LL VE
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. CHAPTER 10.R
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o. FINISH GRAD H OP WAY FROM 2 E SHALL BE SLOPED OM ALL EXTERIOR WALLS AT NOT LESS THAN 11,C PER FOOT FOR
/ �-- � �O U N DATI O N CATEGORIES
MI
,
A MINIMUM OF 3 FEET.
Expansion Category Overall Depth of
21. NO OBSTRUCTION OF 'FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. c Lot s P 9 rY Depth of Embedment p
Index Exterior FTG Embedment Interior F"fG
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF
r
ANY CONSTRUCTION/GRADING.
m op slab
,:. 1 13, 17--25
r , 0 -20
,' " : :
23. APPROVAL OF THESE PLAN'S BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS � - �-
30 47, 50--53, 69 105 Very Low
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED '
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS HA BE PROMPTLY 14-16, 26-29 21--50
Q SHALL1 II 2"
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. �.� �' € ; 59--62 Low
1 18"
..�
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. FRONT: 20; TO FRONT ENTRY GARAGE 3 83_68 51--90 IN 15" 21"
10 TO SIDE ENTRY GARAGE OR LIVING SPACE ,e
Medium
25. W.D.I.D NO. 933S317203 SIDE: 5' TO INTERIOR LOT LINES
10' TO RIGHT OF WAY ON CORNER LOT 48--49 91-130 IV 21" 2T
26. SEE APPROVED WALL AND FENCING PLAN' FOR YARD AND PERIMEI WALLS AND FENCES REAR: 10' TO REAR LOT LINE 1 S'-24' TIP. High
. MIN. 10 MIN.
27. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES -i
FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL -�
ENDANGERED SPECIES ACTS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE a- EARTHWORK QUANTITIES:
APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 40" 40' 4 ' ,
CUT = 900 CUBIC YARDS (50 C.Y./LOT)
( FILL = 900 CUBIC YARDS (50 C.Y./LOT)
LEGEND
' PAD ELEV.
----- . _ PAD � e •,
""Ci 2% MIN. PAD ELEV,Ac - ASPHALI� coNCRETE Tw -- rOP OF WALL atcl`10N-- �--
BF _ BACKFLOW PREVENTER TF _ TOP OF FOOTING N.T.S.
A
DF DEEPENED FOOTING TG - TOP OF GRATE as °f �»'� P. 1' v
DW DRIVEWAY ,,NEEM,,, cow On". ,�.,... - TRACT BOUNDARY � 5 �"' EROSION CONTROL BERM �
FG -- FINISHED GRADE MIN.
FL _ FLOW LINE ----- FLOW LINE F�DOTING EIINBEDM'� 5' z nV1"ERNAL. �DE3 P•L. f
F5 - FINISHED SURFACE �- SLOPE (2:1 MAX.) DEPTHS SHALL CONFORM MIN. W 5 5
GB -- GRADE BREAK TO 97 UBC SEC. 18061 -� �� FL 2`* -' MIN. v 1- MIN. �',
GF - GARAGE FLOOR 90 _ LOT NUMBER REQUIREMENTS, I.E. 12" MIN. ,SECTION_TD9 �
HP -- HIGH POINT _ MIN FOR 1 STORY AND N.T.S. 9
INV - INVERT PLAN 4C HOUSE PLAN TYPE P N PLAN 18' MIN. FOR 2 STORIES. m FIL
FF=1109.67 _ FINISH FLOOR ELEVATION 2 2,627 SF UNLESS OHTERWISE SPECI40 FL cn'
TC -- TOP OF CURS 2,493 SF �O MIN. '
PAD=1109.0 - PAD ELEVATION PLAN �„ PLAN LEGEND BY GEOTECHNICAL REPORT• Y FL a
TD - TOP OF DRAIN - PUBLIC UTILITY EASEMENT 2,194 SF MIN.
,..... .•...... MSE �'.,,•a. :I �•� � w - .\•h w~ ..-< PAD ELEV. � 3
N.T.S. s s.. y MIN.
FOOTING TO BE , o
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING IN. EXTRA DEPTH OF PAD ELEV.
Underground 2% MIN.9 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION * PLANS (TIP)
DIMENSIONED ON MAX .01
2
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: PAD ELEV. 2X MIN.
of Southern Callrorrft CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN '2 BENCH REQUIRED fF SLOPE HIEGHT IS 5 OR GREATER 2% MIN. 0
MARGARITA ROAD IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS IF SLOPE HIEGHT IS LESS THAN 5' SEE SECTION "D-D" 2X MIN' G` MIN. a
Coll: TOLL FREE 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"1M LENNAR HOMES • .. e e � i �
1 a0a OF P.P. (NO.#) 94 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 24800 CHRISANTA DRIVE SECTION A ,j5EC110N � C3 �
422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. MISSION ) 59 CALIFORNIA 9269'1 N.T.S. N.T.S. LD03-- 188GR
M rrol�KM OM BEFORE roti DIG ADJ. DATE 9/13/82 ELEV. 1128.410
TEL. (949) 598--8547
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Com per i e s PLAN SCALE 1 30 CITY OF
�E�/ DEPARTMENT OF PUBLIC WORKS �"°wirr9 No.
o vv- AM ZCU
Contractor � s RECOMMENDED 13Y. DATE:
(U
� PROFILE SCALE
Inland Empire Division M
ABOVE € 'T 53613 0 2 110 1MwM 9br1r 3M lboi r 04 823&53-�h 033--M34 .�""'""" i N
► � . .� SEE � � �. c�� � �..- � �
06/30/ , ACCEPTED BY: DATE: PRECISE GRADING PLANS W
Dcft ns a red Under Supervision Of RONALD j. PARKS ti
Aft ' DEPUTY DIRECTOR OF PUBLIC w�lli5
PHASE 4 TRACT NO. 23143-8 OD
Dote DRAWN BY: KS
amp -- -_- � ,!'
PRECISE
Ar CAL�� 5 3 DESIGN BY:_ MM _ 98744 930 LOTS 1 6 -"` 33
R.C.E No. Expires . ---- - 0 '30-97 r_=- CHECKED BY: MWS R.C.E No. E�cplre� /'� Sheet 1 Of 2 0
Ill TIT i T 1^
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TUBULAR STEEL FENCE PER
FENCE AND WALL PLAN
TOTAL FENCE do WALL HEIGHT
NOT TO EXCEED 5'-6#s
1
COLOR TO BE DETERMINED
BY OWNER
8" C17Y OF TEMECULA 2'
STANDARD RETAINING WALL
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PAD 'K 3" THICK
�! PCC V-DITCH
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TUBULAR
STEEL FENCE PER
FENCE AND WALL PLAN *' o
TOTAL FENCE do WALL HEIGHT �,
RETAINING WALL PER
NOT TO EXCEED 5'-6" ' ,' 6 e ° - °r1 \ (rrp. 77 t� ' SEPARATE PERMIT, SEE
COLOR TO BE DETERMINED �, \ `') •p N PH5 SHT2 FOR DESIGN
4 N ` 77 9 1w ��• 17 �N� 7 9
BY OWNER DS ATRIUM GRATE o' s 6 7
MODEL 172 OR 53.83' 48.00' 77 0 530
- 6
55.04' 57.04'
76.3 1W..
8" CITY OF TEMECULA APPROVED EQUAL 76 83, so.32• ;� io Cr \ 7 0 m 772 9 7 z o
1W .. H -FL
STANDARD RETAINING WALL �, s j b k A•Q 7n-
MENNEN
dol ti o ti 3 �• �, �. s
2' r�� 1 o ,M1 c �, 9,' �• A , e ° .0o I HP--FL 75 6 o is .:
4 OD HOLE IN BLOCK. INVERT r r%rr� 9ti• 9 ,
Vp. 4 . . �OF PIPE TO BE SETA .30 1 1 ���> Q g � ee e �1b� \ e k d ,� �0 80.s ro P Hp-FL •o oz.s PUN 2 C;
ABOVEP r,`r/ Q �, 1 \�► 33 79.3 1/VI! a so N 80
AD FINISH SURFACE �> 91.97 8.8 �k• Q k e �• 83.395.97 TW273.3
o�*
• 94 63 �TF �, 89.97 7W ) FG.8 3 '1 H -FL 3z88.63 FG 1.30 TMI'' 4.1SPLASHa �A ' 87.9 ��� e5.97 rF N .,
PAD o �90 �- FG ,�, s o z_ 'SA 9� SCC' -rw Q �'\cp 87.23 T1A► - 83.97g�
`� c Vi X F� $3.90 TF 89.30 TW k tip B .
PAD �D c �- N I I I '� 83.97 TF 0 I X51' HP-FL- o F�' L 5
$8 3 �, 17
a ? .- 1, is i FL
3" PVC DRAIN PIPE F< F PUN 2 4 ���� 1 6 PUW \
�� �' 23 L ' o 81 s 19 7g PLAN 2 FF 1276.50
� � I FF=1289.30 c I Q 8 =
PLAN 3 PAD=1288.8 1 '`(9 �` FL PUN 2 FF-1279.50
k PAD 127
PIPS Q, • o _ I FF"1290.00 `? c _..-.__..". o 8 I�T=1282.60
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� PAD-1289.5 I ' •1
RETAINING WALL & DRAINAGE DETAI3
PAD-12x2.1
6 PLAN 1 1 � k'0
21 p
SECPON VrEw 2 r n PLAN 3 k400eo"
FF-1284. '^
DF FF-1287.30
I 11 1 ' IcPAD- I _
1284.4
24 DF ^ PAD-1286.19 3E
PUN 1 5.0' 4vG a DF __ _ L
_ 11.4 �- GF-W. 10.0' DF op 4• \ N r d i e r
=1290.30 511.50 I I v x"19 ry, \ rn FH
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PADS 1289.8
HALF LOT WIDTH HALF OT WIDTH ;r , B I OF=GO
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GF 84
116
QUARTER QUARTER QUARTER QUARTER '' 1 3, jt, ,� �� , ,4 s N o 1tode
> o ,94 � o , jl 6
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LOT WIDTH LOT WIDTH LOT WIDTH LOT WIDTH o N �•� 4 F F �., s o.
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VARIES �- 11�' 1/Ii 3 , - -- S o G09.8
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2.2 � 16.0' pMl -' -- I -- -- - _.. -- d, 690 T,� i' PLAN 3R
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k �' �- •� �' +�- '�� ;�, ry dfi N
SAP 89 COURTIA ��. -.�--^ Q s rn rs . GF 2 .1 ,
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r, 5g - PAD 1 71 _,�
`�' N cy �s _.._..w_ N I� �_ _► 74.0 �1
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\` ""'� �G �,. rc `°w �, `° •q2 75.1 o T d, x J 32
101,
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FL-G8 a' PAD-12714
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``` s_, 0� � ,�b• $. � 1, gg• - .37' n L=53.50' ry.; �fi. -r � 4•, r'
`` •� 0 � 10.5
�°'.�" � 1 I � Off'' mss' 4j � ¢, a, ao .6d ° _ ,.-''' ''•"� Z�'� `v
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DF __.__MI FL 30
PAD-==XX.X --, 29 _ PLAN 2R ^� h
8B•S • ^� 2S «� k I I PLAN 3R � ,i- FF=1278.10
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FC p t� A-- PLAN 2R a - `� PAD-1277. \ o-t
I PLAN 3R I � 2s FF 1280.30 ^^ 4 •o y�.
• �' FF-1289.20 FF-1286.90 N; k DF, °i' k PAD-1279.8
WAD-1288.7 cv i___..._.._...1 27 PUN 1 R 7 Q ; N FL
PAD-1284.4 FF-1282.40 FI-
PLAN 2R � 1 �
FF-1284.60
PAD-1281.9 W; �o
RW '�9 8o fi �� PAD-1284.1 ,-�,� o � ` ----�� � •
/ 1 HP-FL / '� I F�' T I FL � , FC)
.n 8S. ♦ �, N� ...o a FL I
�,;I 83.5
1 I y N 1
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RETAINING WALL & DRAINAGE DETAI B1k _3fq
. ._.......
.58.,9,5.
PLAN VIEW 2 INDEX MAP
28.05. 30.31 F 66.92• �' 25.29' A
30 15 30 do
GRAPHIC SCALE: 1"-30' OD
qrW
PRECISE GRADING cu
UNDATION CATEGORIES N
Lot s Expansion Category Depth of Embedment Overall Depth of
CONSTRUCTION NOTES: N
a
Index Exterior FTG Embedment, Interior FTG 1 INSTALL PRIVATE DRAIN THRU CURB, C.
���� STD. SO.3
from top of slab Q '�
1-13, 17-25 0-20 I 12" 12"
2Q INSTALL 12" x 12" DRAIN GRATE (NUMBER'S 1230 OR EQUAL) A
30-47, 50-53, 69--105 Very Low
14-16, 26-29 21-501-1
3� INSTALL 4" PVC (SCHEDULE 40) CD
I I 12 18"
M
- Low 4 CONSTRUCT 4" NDS ATRIUM GRATE (SEE DETAIL A. THIS SHEET)
51-90 z
63-68 III 15" 21" 5� PROPOSED 2' x 3" PCC V-DITCH (SEE DETAIL A, THIS SHEET)
Medium
91-130 O PROPOSED 8" CITY OF TEMECULA STANDARD RETAINING WALL o
48-49 High IV 21" 27"
v��•,r I g�� �Y r3�o� � 06�D 0 3•- 18 8 G R -�
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Compa nies f PLAN SCALE _
1";30' , CITY OF TEMECULA
PR�E�/ a
i wmwwmmw�Drawing No. N
Contractor n�������AA4 s� RECOMMENDED BY: DATE: $ 4 DEPARTMENT OF PUBLIC WORKS
Inland Empire Division PROFILE SCALE
Inspector SEE SHEET 1 0 � 53613 22690 Cochn Acerae, Sure 300 plbn m VhNey, CSI 9255,3-9024 (909) 653-0234 �' V21,03 ruACCEPTED BY: DATE. PRECISE GRADING PLANS 0
exp. n4/3a/o7ti
Date Pla Pr ed Under Supervision Of RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS23143-8
N,
Completed J'J,9 CIVIL �P Date d�'" " 6 3 DRAWN BY: Ks PHASE E 4 TRACT N 0. 2 3143-8
or
DESIGN BY: MM
R.C.E No. 53 3 4-1
Expires _._ 06-30-07„ R.C.E No. 197"4'4 Expires 9/30/DS LOTS 6 - 33 Sheet of o
CHECKED BY: MWS 2 2
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