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HomeMy WebLinkAboutLot 1-20, 24-101 - PreciseGrading I LEGEND TOP OF SLOE T5. PROJECT SITE TOP OF CURB 0000.00 BTRACT N 11 24132 � T.C. go-No FLOW LINE F.L. HIGH P❑INT H.P. B Q � 1 FINISHED GRADE F,G, A 50OWca" PRECISE GRADING P A I T N FINISHEDSURFACEA C -5j- S� C Mfg D S D F,S, MIN MIN MIN MIN GARAGE FLOOR GF 0000,0 PAD ELEVATI❑N PE 0000.0 VIA RE PAUL ' FINISHED FLOOR FF 0000.0 WATER SERVICE W SEWER SERVICE S a ��C cu AIR RELEASE VALVE FIRE HYDRANT XY TYPICAL SIDE YARD DRAINAGE ¢ P1p PifA i DRIVEWAY * DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. STREET LIGHT Ste, SHT. 6 HVY, 79 2:1 SLOPE UNLESS NOTED III , P/L BLDG. PAD ' d SLOPE 12 MIN. 8' MIN. _ oT�-��rtw�sE ABOVE PAD 5' MIN, 3' MIN. ELEV. mmEXTRA DEPTH FOOTING COMPACTED INDICATES AMOUNT OF X EXTRA DEPTH FOOTING Q BERM 6" MIN. 10 VICINITY ,SHTMAP � ►ob NOT TO SCALE ACCESS RAMP ` ,L• •: �� � ? •.. Ro,,p 12" MIN, \OS � LOT NUMBER 2:1 MAX, 2% MIN,Fx� O � x 2% MIN. SECTION A - A 21. MAX, r� s � Nt� �, /'p '� �� �� �� GRADING NOTES INDICATES MODEL FOR SIDE YARD SLOPES GREATER js 01 ' ws ° ?j s UNIT TYPE 4 THAN 5' IN VERTICAL HEIGHT 'w ° w� s s ds ws �" ' '�� w �s �w ? 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70 B s�7; ss V0 �� 8 �w 8,� ' '�° so s� s ?s AS AMENDED BY ORDINANCE 457, s " MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE " 's ss s oto s s .9O , x'q s° si s s�, �s 2� DRAINAGE SWALES SHALL BE A MINIMUM ' INDICATES ELEVATION 12 MIN, ABOVE PAD ELEV. s ? s I UM OF 0,2 DEEP AND BE CONSTRUCTED '� _ 0 ���E `� 'sr s ? ,� A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES, THIS LOT REQ '' s s, 8 � w s 8 � � '�o , 's � TORR s� , s° ? 3, MAXIMUM CUT OR FI - i VIRES A BACKWATER VALVE s r ,P w s LL SLOPES = 21. PER SECT, 409 OF U,P,C, PER APPROVED ROUND OFF TOP �o s z �9 �s s }� �3 `� �? �, �° e° a - � � 4, PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL WATER AND SEWER PLANS, (SEE INDF_X MAP ) � � '� FILL SLOPES OVER 5' HIGH, P/L 51 / �° coy -ESCo �0 9 '� �� e 1� 5 s a, �� �s ss �� �� ss s3 5, ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT �'9 S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY s Or 'q� o SHT. 9 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS s MARQUIS ° TRACT N0 . OVER 1' DEEP, w - SECTION B — �� `� ' '°� '°� '°8 ' �, 24132 b. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA B '� °0 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF C❑MPLETI❑N OF ROUGH 1O FOR REAR YARD SLOPES GREATER ? 's GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO •, oC��E ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE THAN 5' IN VERTICAL HEIGHT Gl�,�' GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES, j r 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR, Q STORM FLOWS, ALONG " MIN, 5' MIN, P/L 5' MIN. b" MIN, 5 •s� T❑P OF CUT SLOPES, 3' MIN. 1' 1' 3' MIN, 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. MUDSILL MIN. MIN, MUDSILL INDEX M 9, ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY1 • S C A L E I 1'' = 3 O 0' ; CONVERSE CONSULTANTS JANUARY 18, 1989 • •. �� TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 12' MIN, 12' MIN, — LOTS INCLUDED ENGINEERING DEPARTMENT WHICH SHALL INCLUDE F❑UNDATI❑N DESIGN RECOM-- MENDATIONS AND CERTIFICATION THAT GRADING DI G HAS BEEN DONE IN CONFORM- 2% MIN, 211 MAX, 6' TYP, 2% MIN, ANCE WITH THE RECOMMENDATI❑NS OF THE PRELIMINARY S❑ILS REPORT, 21% MAX, 21/.• MAX, 5O� 45 so 53� 10, THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING SECTION C "` C DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTI❑N FOR EACH LOT, 5' MIN. P/L ;� ® 11, CUT SLOPES EQUAL TO OR GREAT5' IN VERTICAL HEIGHT AND FILL ® . ® � ® _ ER THAN SLOPES EQUAL TO OR GREATER THAN 3, IN VERTICAL HEIGHT SHALL BE 3' MIN. 1' U) PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM MUDSILL MIN, ° EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO b MIN. THE APPROVAL OF FINAL INSPECTION, `� 12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 13, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 12' MIN, LESS AN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET, 211 MAX, 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 2% MIN. CONSTRUCTION NOTES & QUANTITY ESTIMATE PAD ELEVATIONS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 21% MAX, TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA- ITEM TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL SECTION D — D N QUANTITY UNIT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, TYPICAL OVERALL FOOTPRINT DIMENSIONS 1 LOT GRADING (98 LOTS x 15 C,Y,/L❑T) 1470 C.Y. 15, ERDSI � �� ❑N CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 1..E R��seo t�Tt l- � 5�, 59-&1 PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER -4-9� �F 8 t-s',41 o �vEv. un t SCALEi 1' = 30' Alco) ,eEV/5�o f7�TAe/"rz_6rS 5 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- i��V i�.�ED i-tOusE TplZl N'r LOTS RE �S+�C� Tr I N 5 4�5 &2 -9 p,a, /¢&3¢. ,Pc✓isE,o `� TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS 4-I-97 EZBF a 53, 5•�F be gam, tvlsEt� MpnEt✓Et.e / 4-15-97 -x-97 R-PaF �IZEv ISCp MODE( �I.EV. (,O•rS Z� �] a+ 30 y Moi �Gev /5d, �o SHALL BE PLANTED AT 10' ❑N CENTERS T ' I TREES, 20 ON CENTER, COMBINA- TIONS, 15' ON CENTERS, SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE Underground Service Alert �w 11 & ' PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER BENCH MARK �o� i�� ��9��� �' U.P.C. CHAPTER 10,R, lew CZ) Robert Be in, W ill iam Frost & Associates Couf ff RIVERSIDE 1x C T-" -9- R iz /7 z6,Z. .7&4 Rev,6o M� E� LOTS re d.zo• 1 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRI❑R CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS I Y' BRASS DISC IN CK CYLINDER UDTD FRm TSE INTERSECTO IF FM ST, TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 28765 SINGLE OAKDRIVE,SUITE 250,TEMECULq, CALIFORNIA 92590 � R" CALD�NIA M1,8 IQLES NE INRA1� CALIF[RNIA ROAD 1-800-422-4133 17. APPROVAL OF THESE PLANS BY THE" CITY OR ITS AC�NTS ODES NOT RELIEVE / (909) 676-8042 TO TW INTERSECTO OFRWE CALIFT�NIA ROAD AND MARGARITA W TIE KV, THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CDR- "M MWIFTW INTERSECTMN I' E, OFA 7 OWN FW 21'x W RECTION OF ERRORS OR ❑MISSIONS DISCOVERED DURING CONSTRUCTION, UPON /-(,-97G¢, 75 7*- Re VisEo,e��r 0 R /5 [.OTS �_i3_�� AROUND SSILCALIF, GAS VALVES 40' K IF PA OILV W K IF TSE CENIERLIIIE REQUEST, THE APPROPRIATE PLAN REVISI❑NS SHALL BE PROMPTLY SUBMITTED T❑ THE CI ENGIN R_ FI REVIEW.--AN_D-_1APRR R$F MOaEL e[,w GOT �� �G 77 07,11. ff RA1� CALIFTRNIA ROAD, FIBERGLASS VITIESS POST SET I' V. IF 1�11ENT, ---114--,--- s•z7-SG Q�eEViSED FoeTipRiivf Lars �B,Li)E 7a; y-3a- �f P ADJ, DATES 9-13-9� ELEV, 11Z8,410 L D q$-p0$C� 1.Dg7-C�°13 C�� L b a1'1�- O 3 3 GR LD�9Co=/ 8 L 4 �- TWO WORKING DAYS BEFORE YOU DIG Rar REV1560 MOOEL ELEI� Ler!07 �..D�1�S-O�b CSR Lb 141 –t(aI CSR LD91–OOSGRD - / D 95-/.3��I� L �, 9 00� CONSTRUCTION RECORD DATE BY REVISI❑NS PATE ACC'D SCALE Designed By Drawn By Checked By Drawing q 1195 tzbF I REvISr_0 wxisE PLOT LOT Zp ►d-3.95 /JAI�- p .J PL. ADEL CASA❑ GTL RECOMMENDED BYE DATEi Z17 CITYOFDEPARTMENT OF PUBLIC WORKS WI No, TEMECULA Contractor 12-7-35 R� REv SED Houses PLOT. L aTs 3 9 .� OWNER/DEVELOPER Horizontal ,�'v�� �c���� T Joe e,tea, Plans Prepared Under The Supervision Of 36-'38 !00 7/ 74 77 BZ 83 BS 9/ Inspector CENTEX HOMES AS SHOWN No.48393 ACCEPTED BYi DATE, Z /107 _ Z-Z` 9 S PRINCIPAL NGINEER, FOR C ENGINEER TRACT NO. 24132--1 /s/9L� RBF IPEV/sED HOu,�EFXrPk'/nn-Z07, N 0.5 Z 2280 WARDLOW CIRCLE, STE, 150 Ex it P. 6/30/96 «1. Date RAYMOND A. CASEY Date Completed `S ,. r/0/-REY/'sE FLcV L� �`3 i'D° CORONA, CA 91720 Verttcnl Jf, �j Y 1` �� GREGORY EBLANC PRECISE GRADING PLANS � sV/SEP FaoTi°J4ilVT LOTS 47 E&8Z 1-10 �fP (909) 279-4000 N/A 'lF � `lR.C.E. No. 48393 Expires 630--96 R,C,E, No, 41880 Ex fres 3-31--96 REY/s� ELEV. 2.075 gs- F c p LOTS 1-20 ANIS 24-101 Sheet 1 of 10 PLOT: 1-18-95 J.N. 400751 DRAWING : SHEET10 \A13 pE 1217'9 � 60 30 0•zo PE 1226. 9 E:8 GN -�_ E S PE 1217.4 1215.89 T.C. cT � 'oo `a �G ' J •O•6' � � Oo 1216 � o o °°•� 'o• soW PE 1226.2 74 -� , FA a w ,6 • �•Q � � G � • rte, •n d .� �/ N •rp ,� •G. Ta �� ` rP •Oa •q9 � S �j � p N ,� a ��, c 0 Z .38' • y •`�a •0� 1216.61 -� c�' c oOD a tit T � •- ti J -� .. . 'O ��I• - o o° c. s °' � •• �°�• � �-0 102.57 TRACT R � � a ,,,,1 :�I N zz�• ACT p': t •G• BOUNDARY I ` j • •�, cp �?` 1217. c'' T.C. CP • C� moo 10 Ox 1 �O a 12• N o • N 00 r -G r V p r � � 20 lJ� r 8 a 2Z ± N N N 6 ' � o S' •S �, =c d" s o ± 1p� �� � 0 , cP � � � - '�, 9 0 � `°N :" � , 3 105 . ��. Sao � 18 ' 18 1 •G, CP .� _ PE 122G.4 CA on Unr '� •o'cPG s N �' 0 J 217.25 1217 N •� T.C .67 cr T.C• ?s,� q- 8 At r '14 ?s lop, 82.43 �'I� �'� �~ ' �� °- cr 83.91CP be • %K 00 LAX ALLE ,� G• 0 66 �p• G. o s � C �`� �• �• � - MARQUIS �`�L 6 ! cibi Ile, g, -A %9 } s em , !f• 1ti1 05 G, 1 Ir _ o• b1b 1> 2,4.E O co G�' 'p � io, �,�� •S rCie ^ry �• I tO '�° e' d', A S Fs. F s 21.3 y gyp' .� `ode \�. 1. •s8, ^ � � // � p WG' �S. 38•g4 , 17.87' 55. 16 D ?, ,� 8 `� _ _ 2. 1 75.00 _ r Jq y c�j / .A • I/ / OJ I N 27 w � 22.0 •�.16.$. N �, •� N Cn v 19..4 12'- F G. 22.ra N v F�.,G p I GF 1222.2 26. 2z.3 3.5 9.4 20.6 FL.G.� F.c..�C,. F.G. �15 F.G. 15 22.0 `15F GF 1223.7 I 't C. GF 1220.8 2 F G. 1b 8 F.G. 13' t •. � � '���, - 3 • , 106 ?09�, 9 �• e I PE 1225.0 0o Q PE 1223.5 PE 1220.6 1 FF 1224.2 9 FF 12 0 TRACT NO . 24132 21 .3 m i9 9� PE 1222.0 23.5 23.5 F- �'R io FF 1222.7 F.G. 1z23.Z F.G. Q > 22.0 r.L. H.F'. S _ 22.0 F. GZo. F.G. F.G. +, w F.G. (22(.'7 +� FL., H.P. + U9 . PO w Under Lound Service Alert �. �zzo. 3 4.1 � o � �ely 47.50 ` PORobert Aero,, Filliam frost do Associates 92.42' - ��C`"'' � � PROFESSIONAL ENGIt�ERS, PLANERS k SURVEYORS 75.03 75.03 2M SIRI.E W DRIVE, SIE. 250e1E]ECLU CA. 92W3R1 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 1-800-422-4133 EXISTING WALL OPEN SPACE TWO WORKING DAYS BEFORE YOU DIG I03 L D 95- 136 6,P& L D95 - 00G GV2R CONSTRUCTION RECORD DATE BY REVISIONS DA rE ACC'D 13E NG I+ M ARi4 : SCALE oV E S S 1 p DESIGNED BY DRAWN BY CHECKED BY /7 Drawing No. N'�! J P L D C RECOMMENDED BY:�- • DATE: 7�9OFDEPARTMENT OF PUBLIC WORKS 12-7�5 RIC I= REvrsED MousE Foor�,e/,VT LOT z.,t o A EL ASAO �T� CITY Contractor Z�-•9 )ebF 9 REvIs670 gauss M07_/-¢/NT L-07-S 9 'l• HORIZONTAL ��� �� I• fop ``% . c .� Plans Prepared Under The Supervision Of � s1t�z8. ,evis�aa�� g�E SH�eT L10 I ACCEPTED BY: ATE: Z� �jif Inspector t�Ts Z a17. 1 = 20 W No.48393 m _ TRACT NO . 24132- 1 PRINCIPA ENGINEER, FOR ITY ENGINEER � �p. e���sa '� REGORY T. LEBLANC Date Z Z RAYMOND A. CASEY Date Comp I eted VERTICAL �''l ���, PRECISE GRADING PLANS N/A F o F �A`��o R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 1 -7 & 28 29 & 6 2 SHEET 2 OF 10 PLOT: 1-16-95 JN: 400751 DRAW I NG: SHEET 12 54 PE 1230.2 55 PE 1229.8 6 7 PE 1229.2 98j PE 1230.4 47.92' 24. 12' 48.23' 29.0 , PE 1228. 59 29.46' 8 4 - 58.47 36.05' Iwo 44. 15' PE 1227.6 60 w `n° 32. PE 1 • 87' 226.9 OD o� T v 73.68' +, cef _ +� N 72. 12. +1 +1 .- _+� .� h] \ A a) CO�g k +1 �� t� �� 1Z.1(�.2 +i Dc +i 12 IS.S ~ 16.4 p e16.4 r 121(. .9 I ~N lZl •- Ft. 1214 (% FL ,H P-\ F.G. F.G. N _ F 9 F H p 0 ��• �. 0 15. 1 p �� 17' � N f• .4 t5.� I 15.7 0 15.7 PE 1216.4 17' 17 F.G. 17.9 14.4 0 14 ��. F.G. f=C�• F.G. F.G. FF 1217. 1 F•G• F.G1 F.G. �_� FG•. /3.9 � 11 � F.G. F PE 1215.7 PE 1217. 1 pE Iz15. 1 PE 1217.9 3 7 PE 12141 F F 12- (5.4� FF 12164 FF 1217.8 FF 1218.5 FF 1215. . PE 1213.8 PE /,7/3 9 fc F /4 (o � R 3 1 E�O ' R /O ` R to 't 9 PE 1218.6 10'+ 33 15 + ` 10' 17. 1 • F.G* 14.4 32 F.G. 5. 1 34 15. GF 1215.9 16.4 I� .1 3 10' - 35 14� F.G. 12 F. FL F G G g 1 . o ► F.G. FL.,G.B. 15.7 GF 121fi.8 1 /3. FL.,6.5. F�-r 6P� GF 1215.3 12': F.G. 12 I`L.,G.F3. GF 12 3 0 17.9 1fi.4 17.3 12� /Z.g Fes. 6 GF 1214.6 12. 15 1 14.5 F.G. 17. 1 12# GF 1218. 1 (` S O FL.GB 14.4 F.G. N FL.IG.b Ln F.G. • 1214, 1 F•G I3. v r. N v Is.0 w I�F.G. 17.9 1=t_., 6. O 12 13.4 w o N LO N v F .,G.13. N cy •1 �/� 13.9 I~1r.►�'V' N I^L.��.I�. i N M IrL. G� w w F.G. F.G. "'. V. o °' 70.50' `~! 70.44' W 0 o o � w n N 72.03 _ 14.1 14.4 14.C, 14 9 17.43' 54.63' cv o N � FL.,G.ps 0 90.60' F" ,G�. 53.63 w 5 13.5 13� 1=5. r.S. �s. S. S 15.5 N N r- 72.06' / V o; 13.o FS. F.s. 5.7 Rlw mac/ r1, W S 27.93 W y 12.777 S. s 1 .0 1(0 .2 W w g �� z Iz.3 �s. �°` M ^� Ips r`s. N A., ALHAMA �• �• o <v �,. ���' VIA CO 141 AI C05 w o 0 Li LTJ ,��'V• �`ti�A,G. w 14.2. 14.5, iso '`ry�A,. X ��. Oo '`ry'�• 13 2 13.5 Fs W FS. W FS. 15s. 12(. 12.9 F S. F. . � 76.48' ;,0 69.84' � IS 7 15.9 G CB s F 5. _ 76.89 co 6.25 HJ 5 Ll.l u' 12.2 12.4 F , Lo N ,t o LO 14.9 0 : -, 72.00 •w 1=s. I`S. , 48.70 W V 0 N •l. �. w 1 4• 57.78' 00 22.40 C14N �, > ) C) I3, 15.9 N 15.7 . w 0 6� O7 ��-,G F.G 12' FL.,GB FL.GAN N o ,��. >� _ t, �3 Z j ,aJ.1 14.8 17.4 PE 1213.7 �� . 1Z.9 o Cr)r N r, GF 1216. 1 F rn F��;��c•� F-L�C�� l2• l5-� PL,bPs � IS.C. G• 14.0 14•G• 12� CSF IZ Iq,.l Iia Fl. G. . GF 1216.9 F� G.P. GF 1217.6 2 F ► . F.G. i32 Ib � 10 yea 17.4 Q- z.9 GF 12142 145. • F�•�G.P' GF 12 . 1 � 14.3 lg•I F.G. L. F.G lot-+ 14.0 1 20 't F.G. G. 13 0 � f 4 7 010 PE 1 a PE 1216.7 218.2 4 1217.4 C Q FF 12- IS.9 ` PE 1214.3 PE 1215.1 .0 FF 1215.8 8 ; FF 1215 , - 15qx (SIM (F2 P ISIM oo7� • D . w o PE 121871L 14.3 + .. 4 10 /b.7 , FF 12114.3 7 GF.G. /6.7 F. FG' PE 1214.0 4, o % 35' 35' �•�. •• W 0 ►z171 FF 1214.717.4p HFS• F,G.N P\F� F 1 I ( ^� .oov oG. 5214.0 14.0 7071' 70. o � N0 LH � G. H-P ti 71 . o F.G. o m 72.00' CID 74.25 o (213 - �+ FL., H.P o SEN SPA CIS LOTI O5 \40* 0• ' 87 .71 RIW rlOh C) WAY o�•G• AMARITA Under round Service Alert Robert Reis,, #'illiam Frost & Associates PROFESSIONAL ENGIN ERS, FLAMERS k SURVEYORS 211165 SIMf OAK[RIVE, STE. 250ehIECU.A CA. 9259 X21 CALL TOLL FREE (9W) 676-8042 , FAX (909) 676-7240 1-800-422-4133 L D 95- �3�GRA Lb9 5 - OOG GR 0 WOK YS ORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D 5E NGH MAF2-14- SCALE tro I E S s In DESIGNED BY DRAWN BY CHECKED BY .s.• Drawing No. 12-�-95 R8F REVISED Hod.SE Foar,01mr T • ? :•�t• p J FL ADEL CASAO RECOMMENDED BY: DATE: 2< C I TY 0F TEMECULADEPARTMENT OF PUBLIC WORKS T. �,� Contractor 97 4ar LTVISED "OWL- EL-UV CST 30, 11 HORIZONTAL '�� �c•� °�l� `y, Plans Prepared Under The Supervision Of ,eeV/5 E_!_97 G iO �rhqZ�JT (07 /di3LL GEE ACCEPTEDBY: �" ' c Inspector 34- e s�0 noa� cv. r • 1 20 04 No.48�9� Date: Z' Z-9S PRINCIPA ENGINEER, FOR CITY ENGINEER TRACT NO . 24132- 1 Go 7- 39. �` P 6/ / '"'� GREGORY T. LE13LANC RAYMOND A. CASEY Date Completed eted VERTICAL sr cI v j� ,��� PRECISE GRADING PLANS p N/A �lF p F C I►��F�� R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 -- 30-36LOTS 8 13 & SHEET 3 of 10 PLOT: 1-16-95 JN: 400751 DRAW I NG: SHEET 13 OPEN SPACE LOT 102 /001� .. 85.0472.31 0 112.73' 88.82 �!li -� 1214.G 0 72.31 ' ��y. _ �'�? - • 61 p 14.8N ,+ FL, o .9 co F' 0 . C-0 •� 14 - .. �"' W li 15 9 c.r CD uIll F G' F Fb. 16.2 PE (Z►5, 5 F.G. 16.2 der.2 PE 1214.8 FF 12 1 F.GA. F ,G• 124.2 . FF 1215.5 �.Z 9 PE 1216.2 2�� \�' ,y.� P F 1214• I FF 1216.9 Ln E 1216.5 . G . 10'4 F 1 1s 19 cor 3 •� 1 12 1 12' GF 121.5 14 S G. 15.O C) o 4.5 f Ar F� •13. co ry4j + 1214• IV�7. 15.5 GF 16.4 .\ Gf f3.7 o pD o F.G. 12, - 16 o O L I 4.Z .2 Ce 7 ,��•g ' N Gb � 14 � U.1 .66' co 15.1 f.L &p, 63.67 6 N h 13•G. GF 12 13.1 f o cD W 5 I3z I3.4 I3.(0 72.00' F.L ,G.8. � h cD cT F .G' N w Vis. Fs. 3.9 S W 54.44 �.P�• 01 6 o .--I 12.E _ r7s. F S. w 17.6,5 ` cp. \2.5 �.5 �' 4'S 14.8 o aj j 1~S LAq o \'L? N A W N VIA O -9 �2. CD z# 5 gL-HAM O r � N � 0 o vo o -'' w. A N W .o NLLJ . N 013 A _LLJ , n �LQ+ l 13.0 C/) v I-z�- � � 5 13. 14.► �Z.y• 12 18.00' W `� �S. 1=s N N 83.28' W o_ , F`� a' w o 13 V N W 13 o w PE 1214.0 ' cv 14.8 �, Cn X3,7 144 N N Is•9 12' 215.0 g'G G- GF 1 '�G_ 15.6 13.8 12' (4. F.G. 16' GF 1215.8 1 X2'9 0 0 15•� GF 1214• Fb• S � 1-3. 8 ' 3 -Z-01 7 JZ 14 .B P� 14'±' PE � 40 .5 � IZ15 1215.6 1.4.$ FF 1216.3 PE 1217.7 /�� PE 1213.8 �G- 'I 1� FF 1214'5 0 13 9 - 14'$ . 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JPL ADEL CASAO GTL CITY OFr TEMECULA Contractor -6-97 /z8F 10 ,e�vis�� �rbvSE �r�ei�vT nor p g � HORIZONTAL W4 ��� �°B!•� may, Plans Prepared Under The Supervision Of .- /SL --- ACCEPTED BY: ATE: Z Se E si 4 e e T t-A c • I 1" 20' No.48393 �� _Z„ s PR I NC I P ENGINEER, FO CITY ENGINEER TRACT N24132- 1 Inspector 1-14-98 RAF 11 � CV r06t0 floos� �TrRJQTL.oTr �� 4 e�3o�9e Date: - RAYMOND A. CASEY ICO 138 Re a9. VERTICAL 1 ` �� GREGORY T. LEBLANC PRECISE GRADING PLANS r CIYI � Date Comp I eted Z-9-98 R F z V►� Hods• rWTM(NT WT 17 Z i3 N A �lF ��. E A`l�o� R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 14 18 gC 37-39 SHEET 4 OF Q fTCVrSeD Mo17e(. EL�V. I•dT IB. PLOT: 1-16-95 JN: 400751 DRAW I NG: SHEET 14 LOT 10 OPEN SPACE II I Iz� 81 .40' ��3R 91 .46' .......... j =0 75.02' �S to s 42.48 122.93' 84.58 72.00 1•� � •� .B _ � zzo- o 4-1 /Z 0 1 t � r 1•�s M Cn 21 . 1 ��� HIG V,`� -- o F.G. � 21 . 1 F.G. 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N N 58.61 o g *q ago 18 7 ,n cv 21 . `- 7 �- 1&q-G - o N - ao FL•, F.G. \ • N N N IT3 19.9 \ 22 o 1� c� Cn ° �; Ik as 17.7 1 .6 FL.,G.F�• F.G. 16 GF 1221 .9 Z - L �o �I C) 27't aQ 8 "5'�• F.G. 9 32� .G. (7� tai 19.9 GF 1220. 1 .(# 1214 $ GF 1217.9 GF 1218.8 F F ' �,�� F.G. 21 .7 43 11 1�•U 17.7 0 18•` 14' ± 15�+ _ :14't 4.43 a F.G. 40 41 42 / 0 . 5 28 27.64, 1214.6 L `o N • , 44 PE 1219.9 + PE 1224.4 1Z PE 1221 .7 - FF 1220.6 , FF 1222.4 PE 1218.6 16 ' PE 1216.2 o FF 1219.3 21 .7 21 .7 0 19 9 F.G.+� j. z.zi.4 F.G. 8 ^ PE 1217.7 19 9 �,. -� % ' ( :] � ^ FF 1218.4 I 17.7 1214 11 17.7• o F.G. 1% �o�q P' (� �+ coo IIIA 411 Ul) �Cb N 1217. S \�V�• p l., �' �� ., co Fl. rn 100.00 68.96' SEE SHEETNO . Q So•99 4 PE 1215.6 29.94• 52.51' 39 PE 1230.5 PE 1231 . 1 5 52 a Under round Service Alert Robert Beim Filliam Frost do Associates PROFESSIONAL ENGINEERS, PLANERS k SURVEYORS 26`/65 SINGLE ON(DRIVE, SIE. 250 e1E]ECU.A G. 92 W3621 - CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 1-800-422-4133 •� TWO WORKING DAYS BEFORE YOU DIG LQ 9 5 - OOCo G tR CONSTRUCTION RECORD DATE BY REVISIONS DATC- ACC'D PSENCH MAP-W-- •• DESIGNED BY DRAWN BY CHECKED BY Drawing SCALE QUO I E S S 1 pH'! J PL RECOMMENDED BY: �� DATE: 2`��� DEPARTMENT OF PUBLIC WORKS No. 9-11-95 RBi� , REVISE HOUSE PLOT �zrr . I'o_r.fS p ADEL CASAO GTL CITY OF T Contractor I-14-99 RAF (1 RZEVISE flOUSF FMTf717*1T WT +2. �� g� HORIZONTAL ,1� � 't T ! may, Plans Prepared Under The Supervision Of Z-qqe 8.131~ z REvleA,=o House FOOTPRIN.IT LOTS 2 i 2 is g O• 1" = 0' `° '�, ACCEPTED BY: d6DATE: 1 - Inspector v1 v Moves v. DoT zo. SEE sH� T K 2 N�o.48393 TRACT NO . 24132- 1 Date: _ Z-Z-f S PR I NC I PA ENG I NEER, FO I TY ENG I NEER o,l�, p ski l� � Oi � E"P' ai�iN GREGORY T. LEBLANC RAYMOND A. CASEY PRECISE GRADING PLANS Date Completed VERTICAL J111 C 1 V I` ~! N/A F OF CA`1F R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 96 LOTS 1 9 9 209 24-26 & 40-43 SHEET 5 OF 10 PLOT: 1-16-95 JN: 400751 DRAW I NG: SHEET 15 SE SH EE T NO TRACT N0 . 24132 r -- --.., .. n o 110 07 pw `� >r' N VSA S. s30 �; N 19 97' ° 20, o - ,A PE 1228.3 ca ^� o b � V 79 � ^� O SOS UCl-I ¢ ti Q��:�b � .yPE 1225.3 v7 9.s� cn . v . . ,, x q to _ 4' s! R 1 WIn V` ' �`•V 82.73' ��i C1' � ,CI D ni r7 ry �A» N 97.54, ./. `, �" co �,`�o '�,;'a• L, 00 1� Y F �,�`� h• v o°' °° '�' 25CS .38' - N ,• ��,' V ; / 110, L CV ` 1 �� G• 1:6 Nry,`• �� � A40LN - 3 �s AR � k los V Nry ~• .'8 :1 - / 0) O � titi• e7 � � m tL C.) 9.5 N N � N 2 F.S. 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N M U- M 0 1W 0 r-1 -K + I C; LO goo.98 LW � � � 78.94' r 228.43 •, ... 65.87 79.01 ' 228.4 •C N I r 9 24.48 ... 3� + 21 -21 N I'/ • 00 N co VCb O to 00 0 49 9.7 N ` ) 0 N O PE 12 T00 Nm � V- w PE 1230.2 N N 4 - w 9� 0- 1230.4 W PEu� W N I20' oLL ao I v rn W N� W till Lo Go Vco S8 5EE 5HEF-7 NO . 7 , � . , s 86.60 � Under round Service Alert 111 110 COC Robert Beii; hill iam Frost do Associates ►.`' T �, e N PROFESSIONAL ENME M, FLAMERS k SURVEYORS °� ONDE 26165 SINGLE ON DRIVE, SIE. 250 e1F]EC1�A CA. 92590-3621 '� h 1 Ci CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 1--800-422--4133 •� ^� PLLF L,D 9Co- /¢S GR® to V SEE SHEET NO , $ -r LDr 95 1346 R TWO WORKING DAYS BEFORE YOU DIG L D 4 5 -OO Cn GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D C3ENC H MARK SCALE �p F E S S 1 p DESIGNED BY DRAWN BY CHECKED BY /7 / Drawing No. Q �! RECOMMENDED BY: DATE: !7 DEPARTMENT OF PUBLIC WORKS I Z-7-55 RDF REY/SED HOII�E FaOTI°R/Nr LOTS B X 83 t�� p JPL ADEL CASAO GTL CITY OF T Contractor .5.90 R[3F REv/SED � og5g FDDTPRIAlr L0T /0/ �i HORIZONTAL ,'��� ce� 1• ldBl may, Plans Prepared Under The Supervision Of r QEV/SE ELEV. LOT 83 N ` Se E 81-1 E E T NO • 1 ACCEPTED BY: DATE: Z[C5/4 � 1 20 W No.4s393 _ TRACT NO . 24132-- 1 Inspector -9-/0-f4 q,&F REVISED FM7PRImr Lo 75 47 c&42 f-18- � a/�/� 'a Date: Z Z '�S PR I NC I P ENGINEER. FOR CITY ENG I NEER Exp. GREGORY T. LEBLANC RAYMOND A. CASEY PRECISE GRADING PLANS REV/SED ,E"LEV. GDT 45 s'4� VERTICAL �f C 1 Y 1� �� Date Completed 1-14-98 RZF / R&V/SEONays,E WMr 1-07-4¢ �� a N �fF `1�0�� R.C.E. No. 48393 Exp i res 6-30-96 R.C.E. No. 41880 Expires 3-31-96 LOIS 27 44--47 80-83 8c 101 It-q-98 RZF / REV�v t1oc�?V rMVA1r' co'r Z7. 2 /A F C t► s SHEET 6 OF 10 PLOT: 1-16-95 JN: 400751 DRAW I NG: SHEET 16 45 ' 44 i PE 1227.2 PE 1224.4 46 PE 1228.8 71.43. ��• rt, 47 �230V\P N b( PE 1230.4 F�-•� 0• 0 73.4 SEE S'�CET No ,�5 ,� N o F •G• 0 3►.z ti - Ar1229.9 00 / PE 1221 .7 3)•G. p•A FL•, H-P f' N 78-94 `' FF FL., H.P 302 30.2 N �? �? Q - �y ��� '' �Ir• �o � .�, 9 I •c• • �` Q• �Z• c�' F.G. F.G. 29.7 D 29.7 tit7o, �. �.. 0 20' F.G. F.G. 0 , PE 1230.2 `V '�'• 0.4 FF 1230.9 ' PE 1229.7 � 24.48 � '` 21 ' A FF 1230.4 P0 •21 k/ x00 GO 7 c C/) �v '�043 G Q�� 6 30.4 1 0' %, 1129 4 3 F .�• PE 1219.9 V,c�7 F.L 30.2 3 1 ' 18' 18' 1 N 9-t F.G. • �o �o� o G• II, � 10 49 � �� �ry �� •tK39.88' 29.2 0 Ua FL.,G.e Q z 80 T GF 1230.4 12 15'+ I < ,gyp•G. .s$ 0� 29.0 28.9 3 •SS' 30.2 48 29.7 < Of PE 1229.8 6 'S�• a� F5. sw .87 • . w F.G. F.G. 14- U L1J L0 '1- W a0 .9 GF 1229.9 q o �, •4S' �L G.13. �7' �. ,n 00 1n c)• �"� C6 29.7 • 11 F.G. 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FL H P F.G«+�CY) A av F ► o o �' 3r•s9 �y 77.38 72.35' �'Cy' 73.23' 94.52 � 37 PE 1213.8 34 Under round Service Alert 35 33 32 36 PE 1214.4 PE 1215. 1 PE 1215.7 PE 1216.4 � Robert Beier )Filliam Prost do Associates PE 1213.9 PROFESSIONAL ENGINEERS, FLAMERS k SURVEYORS f 28765 SINGLE OINK DRIVE, SIE. 250 eTEIEGU.A CII. 92W3621 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 1--800-422-4133 SEE. sHEeT NO • 3 TWO WORKING DAYS BEFORE YOU DIG LD915 - 00(p GR CONSTRUCTION RECORD DATE BY REVISIONS ACC'D �NC FJ MAR 1� : SCALE Rp F E S S�p DESIGNED BY DRAWN BY CHECKED BY Drawing No. -i-97 fz�F R>wlsEp Houma [.bTprZWT t_oT 3 �'�! JF'L RECOMMENDED BY. 4 F s 5 ,54 p T Ld ADEL CASAO �L DATE: 2 C I TY O TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor &�. KevisreP MoveL ELEv. IATs�$-rvZ X54 HORIZONTAL ��v e,� dl'y �, Plans Prepared Under The Supervision Of & 55. S E O . 1" 20' � No.48393 � ACCEPTED BY: Q DATE: Z 8 7� Inspector 6-4--97 R-6F REVISED tiO066 r-oaTPRi�� UOr 5 SEE N ET lu - �. Date: - Z- PRINCIPA ENGINEER, FOR TY ENGINEER TRACT NO . 24132- 1 VERTICAL s � /�. GREGORY T. LEBLANC RAYMOND A. CASEY PRECISE GRADING PLANS Date Completed r71� �l Y l\- o��~ 48393 6--30--96 - N/A OF CAME R.C.E. No. Expires R.C.E. No. 41880 Expires 3 31-96 LOTS 48-57 SHEET 7 OF 10 PLOT: 1-16-95 JN: 400751 DRAW I NG: SHEET 17 SEE SHEET NO . 9 77 1226.80 4 PE 1228.3 r ,c. 65 08 ' �4 r p• s PE 1229. 1 �4 ± 308+ 18• m �4 VL 44j b N ,� �,�� ,c'r' 8 4 _ rye• cIN Ny Co PE 1230.8 Cni N N �9 V' N l� 2`3•�s, ,ry .�y NCN N 4� N LA' I N �0 00' g� �h• 0 105.07• 20 N /0' ... �. 4A m nj l b PE 1227.4 O � N � v N• �. (o � 8 � 8 ryry d�••2 . cv 24.800 • rx ^'� 4 • e` N 2y 2D ' 6,+ 0. tj J .�I-' _ o� h N N � � N L `L �' j � •• �' � �• � N 8 0 N N n #" a-,- [c• ^ryNN NN PE 1229.8 7. 1% Lo N ILL co ca ` 30' t N N tl1 �� SEE SHEET NO . 6 N� (101 ACII4 J � 40 . PE 1226.4 0000 N �. 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F.G. 27• ZZ(..G 228.I z�.co I Z FC H P• + F v. �C�• FL' HP � Pte? r w � r +- lV iZ21.3 e Q I22S FF-U, H P +1 to i 10/0 0 - k C14 V v� o y 4' y• '�' 66.34' 73.52 '� 73.21 '� 72.51 Under round Service Alert © Roberf Bei ,, llillzam Frost & Associates 30 29 28 PROFESSIONAL EWIN RS, PLANERS k SURVEYORS 32 31 ME SME 09 DRIVE, SIE. 250•MEOU.A CA. 9259 MI PE 1220.0 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 PE 1216.4 PE 1217. 1 PE 1217.9 PE 1218.6 1--800-422-4133 . SEE SHEET No. Z SE� SHEET NO . 3 LD 95- 136 G R TWO WORKING DAYS BEFORE YOU DIG L095 00CI21 CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D FSENCH MAP V, : IDESIGNED BY DRAWN BY CHECKED BY Drawing No. SCALE Q�� SS 1 0N' RECOMMENDED BY: C..• '4- DATE:ZI� DEPARTMENT OF PUBLIC WORKS -7- RSF EI//5ED #&1,SE FDi91'PR1A1r 407191 - p J FL. ADEL CASAO GTL CITY OF TEMECULA /Z ,21s �_ ��, �,� 1, [! � Contractor 1-6-97 /zF G REvts�o FcnTP #QT Lar &4, HORIZONTAL y'� �� Bl�y �, Plans Prepared Under The Supervision Of A MorL-L Ecev cors 43 ,d ACCEPTED BY: ENGINEER ATE: SHEET N© . 1 20 No.48393 PRIW L ENGINEER, FOR TY T RACT NO . 24132 Inspector 617 45F REVISED fos� � 7PRi TW775 s,� Exp. e/30 Date: � 2 - 1 GREGORY T. LEBLANC RAYMOND A. CASEY PRECISE GRADING PLANS g9 �og1�/. R�eti! MovEG �L / CAT VERT I CAL �/�, el V 11, � Date Completed NSA F cA`l�o� R.C.E. No. 48393 Expires 6--30.96 R.C.E. No. 41880 Expires 3-31-96 LOTS 58-611 63 , 649 78 & 79 SHEET 8 OF 10 PLOT: 1-17-94 JN: 400751 DRAW I NG: SHEET 18 SEE SHEET No. io • PE 1236.5 PE 1236. 1 89 i PE 1235.4 8� PE 1233.2 PE 1234.6 8 7 4 PE 1233.9 8 PE 1236.7 , PE 1231 .7 83 85 73. 12' 90 82 pE 1232.4 NJ I 26'43, -A 45.97 s• o 27.02 73.65' 73.74 72.08 i) 11 � 35.59 73.63 -- o 78.86' -� �• .t►< is 31.Co 7 L11 0 1��9 4 �°' ^' Cr) ^�' 230.8 �j`�C� v } F�., H P. + �� •., S o + to /230 / �( - �+ Fc. P\ /C - �g as W �� �' �- F(., k-F I� ��„ �' '� F.L. ly + H - o _._ 0 31 .2 31 .2 , fit F.G IZZS.T /' �' /•% 31 .0 p 31 .0 F.G. F. , t AF i it / F G• 21 1 --- FL' HP 1+ Z97 2q�/ ! .G. F.G. r?�1.S orO .X/ B.3 8.3 1•� FCy FGF FFPE 1231 .0 �+ `32 S �'u*. ,�r FG. FG. FG. FG• PE 1231 .0 FF 1231 .7 Q ; 29.o Z9.0 FF 1231 .7 �.6 .R ,� ��� 31.9 FG ' • FG ; F.(7 AV PE 1228.3 G I'E 122 9.7 PE 1230.4 o pE (zz9.o IZ34.4 �. ; . 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" w �ry f•' ryry Q `0�, Q X00 �� 0).Q Off` 1 0 27.4 27.Co 21.9 Z8.I O Z6.9 29. I 9.� 3i � 29.4 2 r•� N 77.22' 77.22' Fs. FS. S W Z9. 30 0 S� G �� �� j 74.86 co o co co N N F S. •S � rzlw � � �, � 5 N N � 29.4 o u' .� 77.22 N 55. �s. � e�9 66 3 �� � i N p �i N N C p to 01 f. 29 1 F ., .�. �L.,Cs t3. Ln G r F.c. 1 29.8 30.6 29.-8 u o 30. 3 N n 2 0 12' F.G. F.G. 1 -�.,Com.g. Fc- G.0'. 0 ' \/ 8 3 31 . 1 F�..•,G• . GF 1229. GF 1230.0 GF 1230.8 12' 12' F G F�. �• � 29. 1 � 2b.a 29.5 F.G. - 30.6 �- GF 1231 .8 •3/!v F.G. 65 I'L.,C-7.B. F�•,�5. F.G. 67 CV ` GF 1231 .3 30.3 F 6429.8 �G • PE 1228.3 . o 0 © Q / G \LLY PE 1231 . 1 PE /Z 3/ • • PE 1229.8 o� FF-1 230.5 FF 1231 .8 FF /Z 32 3 PE 1229. 1 14' t PE 1230.6 �Oh Iry FF 1229.8 29,8 29.8 FF 1231 .3 F6 Il'+ F.G. F.G. �3 + /¢'t �G• ��� �ry 29. 1 29. 1 (2c2 9H � 30.6 30.6 0 3�/ 1 3J• J '/. 33� �" F.G. (2za 6 F.G. F - P . - CD 00 F.G. 0 , F.G. 0 F - FG / -- ton FL., H.h o 1°/ (+ 0 u �� oN W 6- N - '/• o w r �. N /Z34. -9 fig F.L. • 00 75.00Ln ' 5.72 L. , H P 59.29' 17:43' F.L. HP �? . 72.62' 57-_Q. 19.06' 69.20' 71.98 ^ PE 1231 .4 PE 1227.4 1230.4 1227.4 PE 1229.0 10 TRACT BOUNDARY 10 10 10 2 PE 1233.4 PE 1235.4 100 99 98 4 TRACT N0 . 24132 Under round Service Alert Robert Keir; Ell zam Fmst do Associates PROFESSIONAL DCINM, PLANERS k SURVEYORS 28165 SINGLE ON(DRIVE, SIE. 250 9MEW CA. 92590-3621 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 1-800--422-•4133 CD 96 -/SB S.9- LD 1.36 GR TWO WORKING DAYS BEFORE YOU DIG L'D9 5 ^ LOCO C CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D 5EW OH M14\FRKCA I E S S Jv DESIGNED BY DRAWN BY CHECKED BY , ~ Drawing No. SCALE QR N� RECOMMENDED BY: DATE: G�7� CITY OF T DEPARTMENT OF PUBLIC WORKS ! ISL ADEL CASAO GTL 12-7-55 RBF �PEY/SE #005C FOOTI°K/NT L07;51/ 7 s.�t �c�0 �� T, /e c^ Contractor -27.% RBF REV/.5EHeuSFAA07PRAn5 L/T5(09 b9 F70- HORIZONTAL h cs0 �ls Plans Prepared Under The Supervision Of T Va/qyp�. ACCEPTED BY: DA E TRACT NO . 24132-- 1 RF✓a�E Me vEc �t�v. LGT G7 9- o-�G 1" = 20' W No.48393PR I NC i PAL ENG i NEER, FOR C Y ENG i NEER Inspector I-co-97 RAW REV GED �QOTPR1^1T LOTS 73 � 7&. SES SHEET N EEO. 1 � Exp. 6/30/96 ,� Date: 2- Z_7719 ROV1560 MOC*L eLF,\/ LOIS cos C&(* 77. VERTICAL ,r GREGORY T. LEBLANC RAYMOND A. CASEY PREC I SE GRAD I NG PLANS Date Comp I at ed 4,P � 1E� R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3•-31-96 LOTS 6 5-7 7 SHEET 9 OF �Q N/A F C A` PLOT: 1-17-95 JN: 400751 DRAW I NG: SHEET 19 TRACT N0 . 24132 PE 1236.2 PE 1237. 1 PE 1238.4 PE 1230.0 PE 1231 .6 84 �S 86 87 8 g PE 1233.4 PE 1234.3 PE 1235.3 � � 2s•z1 ' 9.6 8� 8� 3 PE 123 � 4.77 -'. Y 57 .7$ 88 3 59 .06 ' 15 . 40 ' ? 74 . 4 T BOUND A 12'5C.•7 G 9 .G 9 �3 4 � TAC ,� G 3 74 G .L., H•P o o G 3 • 52 �s _ � r 75 .96 .X� x 69 . 53 • '* G 3S 67. 89 ' 0 36.9 0 36.9 rY� ' 6% 12 32 .6 G' ^' Z.j`3..3 � F.G. G. ` 1234.0 1234 g G H.P V H ,� o PE 1236.7 I / o r+ +. ��- P �* /Z,jS.G -� 12.30..2 FF 1237.4 vj 32.9 32. 33,4 /10/0 I•� F.�. - �+ F�., H �' �` •p F.G. F.G. 33.G 34.3 --- ... •� 0 � -G- F.G. 34.3 35. 1 _ F.G. 10t F.G. 35. 1 36.4 6 36.4 1L < 6 EFF 1232.9 E /�33. !o FG ' F.G. F.G. %yA PE 1240.8 1233.6 FF /Z34. 3 PE 1234.3 rn 8 9 EG• FG'9 ,� N FF 1235.0 PE 1235. 1 /O PE 1236.4 N FF 1235.8 • FF 1237. 1 7, �uj�9 .-- t •c` \3-L7 _ cp • • C 10,4 0 0 a 10 t PE 1235.9 3 9 4 36.7 ��;9 � 1rL0' w FF 1235.6 . � o F.G. I 2.9 •� 10 • 2 GF 1235.9 F� G•e. !� 34.3 12' GF 1233. 1 F.G. 33'6 99 � � 9 F.G. 3 8 36.7 F.G. 32.9 3i •�2.sG' F.G. 8 35.9 _... 96 - 3s.� 3S.G o 'S17 l~ GF 1233.8 12' GF 1234.!i FL. F.G. N FI..,C�.g. 12 • ��. F�. G.13. (Ln 33,6 34.3 35. 1 9 7 ._ _ 32.4 F.G. F % F.G. 34.8 GF 1236.6 12'± W 30.69' L N .G. 33.0 33 12' GF 1236. 1 Fc.,G.�r 36.4 .� W 39,p8. ��' O• ,�9 0, r�i .4 `° o ry w CC) ��.,G.E3 F�. • GF 1235.3 3 35.3 F.G.,, 5 ryp 6' . rn CD CA 12 5.9 % lr ao p ru 31.o g 3 71 .08 ` V v 35. 1 F.G °,y 'G,� , . 0 4 6'1 2 F 3S �Sg 6�, \o/ �•, FS. 1=S. g w 3� " ��(/ F.G. 34.(0 �/ n �, �G>. S ,•1 W FS 32.� - 71 .Q CLA33.9 �, FL.,G. �5,�3 �,�`e� �� , �, 35.8 .n wi (� F S 3Z.4 3Z 7 9 19• ` F G' rn 6 - ryh ,� O• �$\�. - �•t. •0 .p FS 5 8-7 _ I 3fl S 9 -n N z o O PS �- 57.36' N 5.50 2 350 • G• �I moo• V• ,�. O, r- � � 33 - 80.06' 22.95 33 4 �4 9 c� -n"o CP 1 FS 33.9 34.2 c� yV S `�• Oh Zp' \d Cj AID CALAevIr �• CP ICY h 'N' GERONA Ld _ ;0 A V'2 JK (I) W t`S _ 2(� + 74.55 h, FS. S 1q/ A. '<' cn 3 G• ,5� �•�,nA 1 N ,N "�° 47 CD N oN cn 32.1 w 74.54 S 3.0 33.2 � G g. 00 �' �S• �S. 33.5 33. 34. 35.0 > �• �� � _ 0 33.2 0 N 52.99 �g � S 34.3 34 G F.S. FS. 5 ��� 'S� ���� � . � V F.G G. 3�G u" co 19.02, F S. w VY 5 F=S. F 5. 2.43' 28.38' F"'' 32 1 12' " r`.,G g �.1`� 0 33.4- N'; ry �, 69.32 72.09' ,�, 5.50 26. W S 35.4 �`�• �:, ._--- �S.94 ' GF 1233.4 12' 33.9 .\1, �� . a --' �" Iv 33 z FSS, S 5 �' e 3. Z F.G. 34.6 � zV ° �' � N o 35.o N w N .v //• 3.67' F � 'CP \ � �'� 1 �' FG' 84 GF 1234. 1 33.C. F.G. 1 - " F34.2 �;' F:(..,C,.g aNt 35.3 �� 31 .01 ' �. �' �L • GF 1234,g �2� 35.4 •� ��. ,y,� 36. 1 ". 36.5 34.6 F•G. F.G G. 12' • , aS5.5 'c,' - 0� Qj .x Ori 12� F.G - � \ (� , 3�.8 GF 1236.3 I j F;L' �'� -•�Z a �o°�co C 8� F.G• GF 1235.6 .�., G.P,,. 36.5 PE 1232.4 33.9 10'± 86 34.2 36.4 GF 1236.7 \C� /° ,��, ,►'\ .�'. 1. Fes. Z_ F.G. .0 G• \ \ Q /2,33.2 g 10 ± 71 F.G 88 � � 6 �- R � :7i►: 8 9 12� /!o It F'F /2.3.3. 911 1 GF PE 1233 • FF IL::31 •N �• 9 2 33.2 33.Z FF 123 .9 4.6 PE 1241 .7 E R G 75 r F i /0/' --- 3R PE 1236.5 11 ' (�w FF 1237.2 35'+ /232. 9 33,9 1 3 PE 1235. PE /Z3G,. l f cr) o ''� 339 4 F.G FF 1235.3 36.5 36.5 F[. H.R FG FF 1235, �. � o ,� /233./a 1 F /Z36.S o y. 34.6 35 4 F.G. F.G. Day /0/0_ v F.G. 0 34.6 F.G. 35.4 3(o.1 36./ "� ti' , o q - )•� F.G. 1�3 F.G. FG. F.G. co w ••, CA 71 . 12 o F�., H,p. `�• � 1� 123Co.2 ,�Z�6 � 9 �._ 71 . 12' ��C0, �� H.(� �"' r" aNn o --- /'/o �.+ rl.., H.P. co QE 12�� �6 •G Ilk ! 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Contractor -S-9G RC3F REV�S�DH4USEFODTi°R/NT LOTS�fB59 4., HORIZDNTAL ,14• �c�4 /°Bl �6, Plans Prepared Under The Supervision Of REV/SED ELEI/, LOT me T ACCEPTED BY: � DATE: Inspector c t or 'I�ErT Iva• 1 1 = 20 No.48393 - _ •, s PR I NC I P ENG I NEER, FOR CA ENG I NEER TRACT NO . 24132 1 p Up. 8/30/96 GREGORY T. LEBLANC Date. RAYMOND A. CASEY VERTICAL sf C1YI � PRECISE GRADING PLANS Date Comp I eted �lF � � R.C.E. No. 48393 N/A 0 F C i,�l Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 84- 100 SHEET 10 OF 10 PLOT: 1-17-95 JN: 400751 DRAWING: SHEET20 r