HomeMy WebLinkAboutTract Map 22627-1 Lot 1-93 Precise Grading sus
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GENERAL (VOTES
1. ALL CRA121.11C SItRLL CORPORIN TO THE 011ItORR 80=32NG CODE, CHAPTER
C T TEMECULA
70, AS AMENDED BY ORDINANCE 457.
It. MINIMUM WILDING PAD AWb DItA TW= 0ML2 SLOP!" SMALL SE E'Q'UAL TO
It IF CUT OR FILL IS LESS THAN 10 FEET, OR EC-UAL TO 2% IF CUT I;OP
Olt FILL IS GREATER THAN 10 FEET. DRAINAGE SWALES SHALL BE A FINMSMED FLMR EL. N/V�5
MINIMUM OF 0.1 FEET DEEP AND BE CONSTRUCTED A MINIMUM OF 2 FEET
FROM THE TOP OF CUT OR FILL SLOPES.
3. MAXIMUM COT AND FILL SLOPE SHALL BE 212. � `"z� ::a P-:►� �L �'`
4. PROVIDE 3' HIDE RT 1' RIGH HERR OR EQUIVALENT ALONG THE TOP OP E7�MA 0£PTIR ~ms's a !•'�' `�
ti
ALL FILL SLOPES OVER S' HIGH. FOOTING (EOFI �•�
AS SHOWN
S. ALL GRADING SMALL BE DONE UWDER THE SUPERVISIOR OF A CORPETE1Pt014 PLANS FEN. CRAOE PAELErr
1' ..
R TRACT N o• 22627- 1
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL WAS BEEN O
PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT SEE ARCH. •d ' LEGEND
FOR ALL FILLS OVER 1' DEEP.
PLANS AND b,
i. A REGISTERED CIVIL EMGIREER SHALL SUBMITTO 1'RE CITY E71b111EFRIRB SOILS REPORT
DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH `• �'�
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO PRECISE G PLAN
�-�--� "' -- "QAC'' ►
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO VICINITY MAP A IY�A D
LINE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES. EXTRA DEPTH FOOTING COMJITION FMASE
�- �OtlNDART
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100-YEAR 0 STORM AS GRADEDKTAL
FLOWS, ALONG TOP CUT OF SLOPE. r-a6 , �� �
t.. I Iia �EDETAIL ♦ � 3 R - MOM RM�1 o1F HM" Oar c0T
ALL mxux1IG =am BE mm IN IIiTR C!�
-OF THE PRELIMINARY SOILS INVESTIGATION BY SOIL TEC LAB DATED
NRY 23 X1987. TWO SETS OF THE FINAL COMPACTION REPORTHALL. N.T_S_ Q DO - LOT Nt1MRER\ ♦
E SUINITTErkO THE CITY ENGINEERING DEPARTMENT WHICH SHALL \ ♦ \
INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION \t ♦ M' `� ''
BiOPE X4:1 UIRESS OTFIEFtRISE llpTEp� . .
J `_-
THAT GRADING HAS BEEN DONE IH CONFORMANCE KITH THE
RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. I twort *rete s l s o l l s 1 e t♦go offset - "TO RED11►OOD FENCE
1t
!. THE CONTRACTOR WALL NOTIFY TITS CITT ENSINIFERTIM
' �ft•ffa�1•tt•*t�9tat••
MfFtOUGHT /ION FENCE
DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING PIRISH LOT S• �i `` \� �� �\ �� ♦f RETAtirtR
GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE .00 A ��� \ ����♦ �_ _ ••,�"-T G WALL
APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH' �� 21' ?� / j t I
Aw
/-V M/N. 1WWV AflAl ;•� `v' �� ' i i _
20. CUT SLOPES !QUAL TO OR. GREATER TIT" 5' IN VERTICAL HEIGHT AND ` \ __ ___ _ ___
FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT ✓` t �� '' `% \ •'S ! L J L� J -��r,,, 11� 22 22' I I'
SHALL BE PI WITH GRASS OR GROUND COVER TO PROTECT THE SCALE: 1:200 � ♦ � � 'r J f
SLOPE FROM EROSION AND INSTADI•,ITY IN ACCORDANCE WITH ORDINANCE { ���� J f� , �� --1--T--r- _ / \ - - �L � ' E �Afl Q �-x�t 10� 6
NO. 457 PRIOR TO APPROVAL OF FINAL' INSPECTION. . I , 1 r�
1 . 1 1 1 1 '� FOR TRACT 22e27-1
II. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF '" ��� ` '------=\ \ \ I t ( 1 \� /
:► :, pP Y I 1 , ,/� Frl�'�SHED
BPERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL __ _ _ _ 1 t _ _ _ 1 \ 1 1 I _ 1 t I_- 1 \ __ __� `^� �Q. �AQE $URFACE
1 -�- !-----'`--
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO -1 r T '1 T -1 �' r T '�'T--T--� 1 r _ _2,j' 2•�
ADJACENT PROPERTIES. a�� `j �-
AL SW ALE. SECTION I-t, � �� �- ,,., IF.t.. - Ftow LNE , s�' - .t st
12. DOST SHALL W CONTROLLED 8Y NATE'RING OR OTHER APPROVED t 1 i 1 L 1 i 1 1 1 I t i 1 1 I 1 i
t 1 I I 1 1 \-/ F.S. FINISH SURFACE
METHODS. SEE SHEET 2 N.T.S. N RTH GENE AL KEARNEY , �� Q.e. - GRADE BREAK TYPICAL SECTION
13. ALL SIIIST211G DRAINAGE COMES dR ?R'E PROJECT SITE MUST CONi'INU't' •.�
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE E '; NP' HK3H POINT NORTH GENERAL KEARNY ROAD
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO ` 1 I 1 ! j I 1 1 I I I 1 I 0
T.(w - TOP OF C(1 B
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 93 92 91 90 89 88 87 ,�, 8 7 6 g 4 3 2 1 N.T.S.
- \ \ 1 1 1 1 1 I 1 I �'
14. EXPANSION JOINTS REQUIRED AT 20-FOOT INTERVALS FOR CONCRETE •` \\ \\ ��1-`-�--�-I� -r -1i 1_T 1'i Ly-'r--I - T.S. - TOP Of SLOPE
ROADWAY. L •F l 1 1 1 I I I t I I I I 1 ' t I i I .' a�l l A/� ��
81 62 83 84 85 86 y 10' :1 1 12 13 14 15 16 17 ••
13. RIP RAP SHALL Be 6-INCH AINIMUM TO 12-TIMT PMXLMUM COVIME. RIP ' ` �\ 1� 1 i
RAP VELOCITY REDUCERS SHALL BE 10' BY 25' MINIMUM. \\ , \ ` j�L -1-1 -I_ 1-!__I_ 1 -L_ _/ _!-1-J..._t- ,. 8O 18 10 ' 20 • 4?0
19. MINIMUM PARKING LOT GRADE SR!4LL 8L 18. ` - --- - T- :♦: - "p A- • '- \
` � -NEE \ � " 6 " B � 12" 12 t9 . 4 .
1 I J r� r - , 1 I AIO QEt KO IBES
17. MINIMUM GRADE FOR RIBBON DRAINS SI(ALL BE 0.3". ���,__�- 7,�11 �'o \ �� 1 I 1 1 1 �l�• �.I�`J � � 1 � 1 1 1 � �`� 78 n 76 75 74 73 Q 8 2 7 bJS 24 23 22 21
FJNIShFV
18. IN APPROVED SOIL STE'RILItER SHALL BE USED ON ALL SO'BCRADE ���` 1 / /, �� .�- f -r L'� -1-T -rl T _ 3
URFACES PRIOR TO PLACEMENT OF PAVING. / / y , t 1 11 I I t I 1 , , I 1 I \ SU�4FACE I
`� t 1 1 1 1 ( 1 1 I I 1 1 I QAAr 2x
ODER OR CONZ'RACTcm BHALL APPLY To Tm CITY Ol � Tom♦ �_ __ ; t 1 t 1 1 1 I , ' i I 1 I 1 1 I I ; � 65 66 6768 69 7G1 71 72 a 29 3C, 1 32 33 34 35 36 37 36 ,„
TEMECULI► CITY ENOMEERNG DEPARTMENT FOR AN ENCROACHMENT PERMIT 1 -1- L-L-1 I_L_L-�_�_1_✓ \-1-L-`J-1-L_J._
FFR'ALL WORK WITHIN CITY RIGHT-OF-NAY. ' ,` - -- .
,-
f T. ,_7 ,.._'_ r'-r-I- T -, - 1-i- r -E ' T r-71 - 'T- -�-T s i� a
T= C0RrML*= SHALL Bffi IMPONSIBLZ PVR TIM CL8ARING OT TM
UNUSED WORK AREA AND ]RELOCATION AND COST OF ALL EXISTING t I ' 1 I 1 1 1 I 1 I I 1 1 1 1 I I I ' I S a 43
PROPOSED , 1 , I I 1 t I I I 1 1 1 T 1 I 1
TYPICAL SECTION
.UTILITIES. THE CITY SHALL BE INFORMED. 48 HOURS PRIOR TO I t 1 1 I 1 I I 1 I ( 1 1 I I 1 I 1 1 I I 63 b2 1 60 59 5857 56.55'S4 53 S? S1 5C1 •?9 48: 7 4b
BEGINNING OF CONSTRUCTION, AT (714) 694-6400_ 1 1
. ----------------------- ............. .. ��A
- . .. .� PLACE, SIERRA MADRE DR.,.AND PAUMA VALLEY RD.
21. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER _
TITAN ONE FOOT. N.T.S-
22. 00 FILL SHALL 8E PLACED ON ZXTSTTMG GRMM UNTIL THE GROUND SANTA GERTRUDI S CREEK I /
HAS BEEN CLEARED OF WEEDS, DEBRIS,' TOPSOIL, AND OTHER ,
N(COLAS ROAD
DELETERIOUS MATERIAL.
23. IF STEEP SLOPING TERRAIN OCCDRS UWW WHICH FILL IS TO 92 \
C PLACED, I? MUST BE CLEARED, KEYED, t`ID BE[IdIED INTO FIRM --- r] r] f J i _ J jr � jr
FrEARTH WORK C�UAIVTITIES
NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED I, , pj JJ lrAY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMEIIT OF FILL / JJ J rJ �� � � M � 1J �!
MATERIAL. I I I JJ
� UT: 750 CY
.24. STABILITY CALCULATIONS WITH A TACTOR OF AT LEAST ONE ARD FIVE '
TENTH (1.5) SHALL BE SUBMITTED 13Y INDE Y A SOILS ENGINEER TO THE IMAP FILL* 150 CY
BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER ���J C/�
30' IN VERTICAL HEIGHT.
23. A REGISTERED CIVIL ENGINEER OR LICE[ISIM LAND J;URVElOR SHALL
SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE
SPECIFIC ELEVATIONS ARE REQUIRED, TIIE ELEVATION (WITH RESPECT
TO MEAN SEA LEVEL) 3(IALL BE GIVEN. HMO HAR10ESS AND trV MFtCATtOW CLAUSE EXISTI'M6 UMLRUKOUM SIKUL;ItIRtS VM S
29. EROSION wNTRbL: ALL GRADED SLOPES SMALL BE PLRWM MITA CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORVAIaC'E W ITM CENEMLY ALL UNDERGROUND UT I L t T I ES OR STRUCTVRIES REPORTED BY TW OIIY4tR OR
ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTIIER APPROVED GROUND ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED ELECTRIC :SOUTHERN CALM�7FNA Eb1SON COMPANY-(710657-5151
COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO
GROUND COVER, SHALL BE PLANTED IIITH APPROVED TREES, SHRUBS, OR OWNER APPLICANT . REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE WITH THEIR APPROXIMATE LOCAT 1 ON AND EXTENT. THE OWNER, BY ACCEPT t Nt SEWER: EASTERN MUNICIPAL WATER DISTRICT -(714)925-7676
COMBINATION THEREOF.OSHRUBS N CENTER; SHALL
LINA'1'I011PLANTED ON CENTERS.10' ON CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES WATER : RANCHO CALIFORNIA WATER DISTRICT-(714)676-4101
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY♦ THAT THIS REOUIREINENT TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANI' DAMAGES
SLOPES OVER 4' IN VERTICAL MIGHT SHALL HAVE PERMANENT
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES - PER LYON COMMUNITIES' INC. SHALL- BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL RESULTING FROM THE EX 1 STENCE OF UNDERGROUND UTILITIES OR STRUCTURES GAS : SOUTHERN CALIFORNIA GAS COMPANY-(714)739-2686
U.P.C.,, CHAPTER 10.R. 4330 LA JOLLA VI AG E DR. WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, NIT REPORTED TO THE UNDERSIGNED, NOT 1 ND I CATED ON THE PUBL 1 C RECORDS TELEPHONE ; GENERAL TELEPHONE-(714)925-2248
INDEMNIFY AND HOLD DESIGN PROFESSIONAL• HARMLESS FROM ANY AND ALL E .AMINED, LOCATED AT VARIANCE WITH THOSE REPORTED. OR SHOWN ON RECORDS
27.' FINISH GRADE SHALL 8E SLOPED AM'AY FRAM ALL EXTERIOR MALLS AT SUITE 130 LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF E)'AM I NED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUT 1 OVARY
NOT LESS THAN 1/2' PER FOOT FOR A MINIMUM OF 3 FEET. SAN DIEGO, CA. 9 122 WORK ON THIS PROJECT, EXCEPTING LIABILITY AR I S 1 NG FROM THE SOLE &ZASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FESSIQNq
28. • "110 OBSTRUCTION OF FLOOD PLANS OR NATURAL NATER COURSES SHALLNEGLIGENCE OF DESIGN PROFESSIONAL. UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE QR�
BE PERMITTED." (619) 546-1200 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR ��`�0��,G. Shy
29. ALL PROPERTY CORNERS SHALL BE CLEARLY OELINEkM IN Tttt FIELD STRUCTURES CONCERNED BEFORE STARTING WORK.
_-PRIQR__TO COMMENCEMENT OF ANY CONSTRUCT TON/GRADING.
N0. 1843
20. •PURSDANT TO THE CITY OF TEMECULi1 ORDINANCE N0. 90-12, TIIE. �41 lxp
�
DEVELOPER SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES-' SOILS ER ENGINEER
fGI r MT 1 CE TO CMMACTOR
t IV 'IBJ C COY
11, NAPPRpVAL of THESE PLANS ST THE CITY OR ITS AGENTS DOES NOT CONTRACTOR SHALL VERIFY ALL COM ITTOM AM &I ERSTONS AM SPIRCL Itt"R,
RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY CAUTION: THE ENG I NEER PREPARING THESE FLIMS ALL D 1 SCREPENC I ES TO THE ENG 1 NEER PRIOR TO THE COMMENCEMENT OF WORK. OFC
FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING SOL TEC LAB WILL NOT BE RESPONSIBLE FOR, OR L I ABLE FOR,
CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS
NOTE: SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW P.O. BOX 1568 UNAUTHORIZED t ZED CHANGES TO OR USES OF THESE NOTE: THIS PRECISE GRADING PLRN SHOWS THE "AS-GRADED" LOTS. THE
AND APPROVAL." TEMECULA, CALIMRW 92'390 PLANS. ALL CHANGES TO THE PLANS MUST BE EXISTING TOPOGRAPHY WAS SHOWN ON THE ROUGH GRADING PLANS PREPARED
IN WRITING AND MUST BE APPROVED BY THE BY RANPAC ENGINEERING DATED 4/23/90 CONSISTING OF 7 SHEETS.
D
RETAINING WALLS UNDER (714) 676-2745 _
SEPARATE PERMIT
PREPARER OF THESE PLANS.
APPROVED BY : R E V I S 1 0 N S
BENCHMARK NO. DESCRIPTION SHT. APPR'D. DATE CITY OF T E M E C U L A
DATE DOUGLAS . STEWART R.C.E. 37254
ELEVATION : 1091D'74 T-48-S1 DEPLTY CITY ENGINEER EXP6-30-92 Gie TRACT No. 426211
CITY OF TEMECULA PRECISE GRADING PLAN
IN CONCRETE WALL, 8TAMPED ON A 2--1/2' BRASS DW, FROM T4E NTERSEC 11ON OF RANCHO C JFOMA ROAD lbalme. Ilse. PLANS PREPARED UNDER HE DCT JOB NO. DESIGNED SHEET
AND FRONT- STREET 1.7 MILES N.W. ON FRONT STREET - JEFFERSON AVE. TO THE PMRSECTION - 5225 Canyon Cr*0 D*m � 6967504 V.T.
.JEFFERSON AND WINCHESTER (HWY. 79) ROAD, 2.0 MILES N.E. ON WINCHESTER (HWY. 79) ROAD, T A BRIDGE A ver200,
ae.Calfo2ma 925071
MERLE SC LZE DWG. No. DRAWN
OVER THE TUCULOTA CREEK AND THE `ANTA GERTRUDIS CREEK FORK, NV THE SE. WING WALL, 6' SE_ OF (714)351-81nA.S. OF
CORNER OF BRIDGE ABUTMENT, 3' E (714)789 7746 OF STEEL GUARDRAIL, 19' N. OF TELEPHONE SERVICE BOX. R.C.E. No. 184§1 DATE 1 SCALE JDATE CHECKED 8
EXPIRATION DATE:JK
AS 8FIOWNI I Auctusroo S. R.
1
NORTH GENERAL KEARNY ROAD
nrs•rt �a-E•
t�.art•
445.00
I 496-32-
!!F 95141c.Z.
96-32-525FL. F.L. if 74a 2 FL 399bF-L. 369Fz.
4.P/sy f P �y 5 ��. P J �' `Z r _ 1
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400.00 �i �i 472.64•
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SCALE TH FEET
Q 20 40 60 80 I'10. 18411
4K f.o"19) �F
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• �qjf OF CA�����
NOTE: SEE SHEET 1 FOR BENCH' MARK LYON COMMUNITIES INC. Np. oESCRIPTVoSHT. APPR 'D. DATE 1 s 1 0 N S
4330 LA JOLLA VILLAGE DRIVE SUITE 130 CITY OF TEMECULA
S 1kN1 DIEGO, CA. 92122 Gle TRACT No. 2262'1- 1
(619) 546- 1200
PRECISE GRADING PLAN
d
APPROVED BY :
0641-00 In. PLANS PREPARED LWOER THE DIRECTI JOB NO. DESIGNED SHEET
5225 Canyon crest Drn1a WuL� 6967504
Bldg 200. Suite 253 MERLE SCHOLZE 2
Riverside.Ca1�towrna 92507 DWG. NO. DRAWN
D T : DOUGLAS M. STEWART R.C.E.3T254 471`1 351 eZ'e 17+417eR ;a6 A.S. OF
DEPUTY CITY ENGINEER EXP.6-309 ; R.C.E. me. 18451 DATE
CITY OF TEMECULA �•�{A Lf�� SCALE DATE CHECKED 8
M • t'= 20 8-90 * S. R.
1
NORTH GENERAL KEARNY ROAD
496.32•
-
00 4691cL. 3J.4/F.L• 3� izF.L. 32.8 TL' �►
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SEE SHEET 5
• MATCH LINE
NO
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P
D SCALE rM FEET [IF4f** Q
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O 20 40 60 80
OF CA������\
NOTE: SEE SHEET 1 FOR BENCH 'MARK L oN COMMUNITIES INC. R E V I S 1 0 N S
4330 LA JOL A VILLAGE DRIVE SUITE 130 �' DESCRIPTION SMT. APPR 'D. GATE CITY OF TEMECULA
SAN DIEGO, CA. 82122 TRACT No. 22623- t
(619) 546-1200 PRECISE GRADING PLAN
APPROVED BY: ar.tr•w PLANS PREPARED UNDER THE DIRECTION JOB NO. DESIGNED SHEET
6225 Canyon Crest erne W 6967504 V T
BIC% 200- Suite 253
• Gl4
DOUGLAS M. RT R•1*i.E_3�254 RwersiCr.California 92507 MERLE SCHl.1LZ DWG, N0. DRAWN OF
4714 351 774A
17141 78R 7;46 f.
DEPUTY CITY ENGINEER EXP.6-309 R.C.V. M. 18451 DAn SCALE JDATE CHECKED
CITY OF TEMECULA 20' 8-90 , S.R.
1 SCALE M FEET
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NOTE: SEE SHEET 1 FOR BENCH MARK L ON COMMUNITIES INC. R E v I S 1 0 N S
4330 LA JO LA VILLAGE DRIVE SUITE 130 �• DESCRIPTION SMT- APPR 'D. DATE CITY -OF TEMECU LA
SAN DIEGO, CA. 92122 r3
- TRACT No. 22827- 1
(619)- 546-1200
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T Dou"S M. STEWART R.C.E.37254 4714)35)-8198 A.S OF
1714178F; 77,46 18451
DEPUTY CITY ENGINEER EXP. 6-30-9 CHECKED 8
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LYONCOMMUNITIES INC. R E V I S 1 0 N S
NOTE: SEE SHEET 1 FOR BENCH MARK 4330 LA JOLLA VILLAGE DRIVE SUITE 130 NO• DESCRIPTION SMT. JAPPR•D. DATE CITY OF TEMECULA
SAN DIEGO, CA. 92122 r3le TRACT No. 22623- 1
619) 646- 1200 PRECISE GRADING PLAN
APPROVED BY: All PLANS PREPARED UNDER THE DIRECTION Oi JOB N0.
A OA 6225 CenyM CrM01%1.. DES 1 GPED SHEET
Mos 200.Suite 253 6967504 V. T. G
Riverside.California 92307 MERLES LZV• 5
DWG. NO. DRAWN
T DOUGLAS M. STEWART R.C.E.37234 1141351-8878 A S of
DEPUTY CITY ENGINEER EXP.6-30� (714)788-77466-30l
R.C.E. m. 18451 SA?t SCALE DATECHECKED 8
CITY OF TEMECULA
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NOTE: SEE SHEET 1 FOR BENCH MARK LYON COMMUNITIES INC. NO. DESCRIPTION SHT. APPR 'D. DATE CITY OF TEMECUL
4330 LA JOLLAVILLAGE DRIVE SUITE 130 A
AN DIEGO, CA. 92122 Gle TRACT No. 2262 - 1
(619) 546-1200 PRECISE GRADING PLAN
APPROVED BY : qc 01611.0 5225
PLANS PREPARED UNDER THE DIRECT] JOB NO. DESIGNED SHEET
5225 Canyon Crest Or"* 6967504
Vdq 200. Suite 253
Riverside.Cal,tolnta92507 MERLE SCHUqE DWG. NO. DRAWN 6
Da DOUGLAS M. STEWART R.C.E.37254 17141 35 t 7 746
` DEPUTY CITY ENGINEER EXP.6-302J 1714j78R ��46 A.S. OF
CITY Y CITY
EN LA R,C,E, m, 18451 DAA t I SCALE DATE CHECKED 8
i% = 20' 8-90 S. R.
J .
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No. 1845 '�
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LYO COMMUNITIES INC.
NOTE: SEE SHEET 1 FOR BENCH MARK No. DESCRIPTION SHT. APPR'D. DATE
4330 LA JOLLA VILLAGE DRIVE SUITE 130 rile CITY -OF TEMECULA
SAN DIEGO, CA. 92122 TRACT No. 2262' - 1
(619) 546- 1200 PRECISE GRADING PLAN
APPROVED BY: — 41811161 Me. PLANS PREPARED UNDER THE DIRECTION OF JOB NO. DESIGNED SHEET
ob 5225 Canyon Crest Orme 69671504
e1e>; zoo. suite 253 '�j��.1,
Riverside.Cdhforma 92507 MERLE SCHLI Zt P41 DWG. NO. DRAWN
DA DOUGLAS M. STEVrART RC.E_37254 (714,35 1-81Nk
or
Af 4[All DEPUTY CITY ENGINEER EXP.6-30.9 17141 78F 7746 18451 A g. 8
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� No. 1845
ry i J}qj CIVI Ot �Q
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LYON COMMUNITIES INC.
NOTE: SEE SHEET 1 FOR BENCH MARK R E V I S 1 0 N SCST
4330 LA OLLA VILLAGE DRIVE - SUITE 130 No. DESCRIPTION SHT. APPR •D. DATE Y -OF TEMECULA
SAN DIEGO, CA. 92122 Gm TRACT No. 2262 - 1
(619) 546-1200 PRECISE GRADING PLAN
APPROVED BY: PLANS PREPARED UNDER THE D I RECT I JOB N0. DESIGNED SHEET
S225 Gannon Cwt F1.+.e 6967504 V.T.
94ag wo. Su-te 253
DATE DOUGLAS M. STEWART37254 R'14135p `d'''°'nia925a7 MERLE SC E DWG. No. DRAWN
R.C.E.R. (7141 786 2 46 ? I
A.S.
4111 DEPUTY CITY ENGINEER EXP.6-309 oATE14 ��/ SCALE DATE ]CHECKED
CITY OF TEMECULA pt. No. `51 t•= 20' a-90 S.R.