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HomeMy WebLinkAboutLot 1-45, 79-113 - PreciseGrading i i i LEGEND PROJECT SITE TOP OF SLOPE T 0000.00 B IIE�r TOP OF CURB T.C. 24132 FLOW LINE F.L. NO , L*,BZ HIGH P❑INT H.P. If 1*. Q IT. FINISHED GRADE F.G. FINISHED SURFACE F.S. A IN A [Myl am PRECISE GRADING PLAN VlaC N N C D IND II IeID '� GARAGE FLOOR GF 0000.0 PAD ELEVATION PE 0000.0 i X: i = VN(tAfQ x �• .� PM . •+ FINISHED FLOOR FF 0000.0 _ WATER SERVICEAj (BAD SEWER SERVICE S b i AIR RELEASE VALVE -O-ca, FIRE HYDRANT `O' TYPICAL SIDE YARD DRAINAGE DRIVEWAY DISTANCE_ 'rROM FRONT FWP6F_1%f COFZHe.12 To cogweg- OF&ARA6C MEA SUR-Eo PERPC-N DI CULON ^11-0,409 P;45F-r=RT`( STREET LIGHT LIME T`(PICAL SLOPE (2'I SLOPE UN ESS NOTED OTHERW ISE) I 12' MIN. P/L 8' MIN. BLDG. PAD NY. 71 EXTRA DEPTH FOOTING ABOVE PAD 5' MIN, 3' MIN. ELEV. TD SMETB INDICATES AMOUNT OF COMPACTEDVICINITY M 6 MIN, SHE_ � EXTRA DEPTH FO❑TING 'X BERM NO.1 SHF�T tVO.9 2;1 ���ao•'' /�IN►EG� � N❑T TO SCALE ACCESS RAMP FM • ' p•2 u 12' MIN. hN�f�-t ,7.0 I • �+ a ; • ♦ pb LOT NUMBER ❑X 2 : - i MIN, xP • GRADING NOTES % MIN .SECTION A INDICATES MODEL lob • • �► ,, ♦ * +FOR SIDE YARD SLOPES GREA ER , • •u ♦ ♦ 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, '' • • ♦ • • AS AMENDED BY ORDINANCE 457, . + UNIT TYPE 4B THAN 5' IN VERTICAL HEIGHT '� �� � LLA ' • y ,� �, • ,� ,, • • a �. Not e • 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 12. INDICATES ELEVATION 12' MIN. ABOVE PAD ELEV. ►. ♦ •, ♦ •► • 3 L& • DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE TRACT NO . '� ,� '� '► • • o • ♦ CONSTRUCTED A MINIMUM OF 2 FROM TOPS OF CUT OR FILL SLOPES. WATER BLOW-OFF 014 '' • ♦ � • ~ 4 ♦ '� � • 4 3. MAXIMUM CUT OR FILL SLOPES = 24.. THIS LOT REQUIRES A BACKWATER VALVE 2- 1 '• + • ft • PER SECT. 409 OF U.P.C. PER APPROVED - � ROUND OFF TOP ,• ♦ ♦ • • 4. PROVIDE 5' WIDE BY 1' HIGH BERM VALENT ALONG THE TDP DF ALL WATER AND SEWER PLANS. (NONE REQUIRED) P/L 0 � � ♦ ` • " FILL SLOPES OVER 5' HIGH. + •, '� p 5. ALL GRADING SHALL BE DONE UER THE SUPERVISION OF A COMPETENT ire ; ♦' • ♦ Pb '� • • / ? TRACT NDSOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 2. ,, • PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS ': ++ ♦• $ • A • n ~ 24132 D OVER F DEEP. '► + • 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA SECTION B - B • a ~ ® ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH • • •' ,• �► • GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO FOR REAR YARD SLOPES GREATER • ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, THAN 5' IN VERTICAL HEIGHT ►. • • wA°` GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. • • "'� 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG I • , orrl� TOP OF CUT SL❑PES, 6' MIN. 5 MIN. P/L 5 MIN. 6' MIN, 0 8. FINAL COMPACTION REPORT WILL BE REGIUIRED FOR ALL FILLS GREATER THAN 3' MIN. 1' 1' 3' MIN. 6 ONE FOOT. MUDSILL MIN. MIN, MUDSILL .Np'` S�,►EE't 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BYt CONVERSE OOtVSIJt.IT S ' MY J^NuA 1 •' TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 12' MIN, 12' MIN. I NSD E /� MAP y ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 2% MIN. 2�1 MAX. 6' TYP. 2% MIN. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. SCALE, 1 = 300 21% MAX. 21% MAX. �, 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE SECTION C T C 53. �- LOTS INCLUDED `�� INSPEC- TIONREQUESTING FINISH GRADE MUSTBEAPPROVEDPRE INSPECTION. ❑R T❑ BUILDING PERMIT NAL INSPECTION EACH LOT. 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 5' MIN. P/L ® _ ® ® SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 3' MIN, 1' �, v ER❑SION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO MUDSILL MIN. 6 MIN, S 1 THE APPROVAL OF FINAL INSPECTION. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. �a 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. 12' MIN. 24 MAX, 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 2% MIN. CONSTRUCTION NOTES & QUANTITY ESTIMATE TI N E WITH T RESPECT TO MEAN ISEA LEVEL)TIELEVrSHALL BE GIIVEN.S AREDIF ANE EVA- 21% MAX. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL SECTION D - D NO. ITEM QUANTITY UNIT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE I,;IVEN. TYPICAL OVERALL FIOOTPRINT DIMENSIONS 1 OT GRADING (80 LOTS x 15 C.Y./LOT) 1200 C.Y. 15. EROSION CONTROLi ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA WE PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- F- ViSED HOUS'6 ?MTPk1A17S Lars /OZ,/ba, SCALES = 30' TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS 4-97 f 105-A77&116- )WV1JC0 "OVar_ env 1N� SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE Underground Service Alert PERMANENT IRRIGATI❑N SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER BENCH MARK U.P.C. CHAPTER 10.R. Robert Rein, William Frost & AS ociateS Mwy ff UvERSIDE IR X T-" 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS & SURV Y❑RS I V2' W � D1 COQ MM UDTO F0 Tf BIiERSQM IF Egli 1T, TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 1-800-422-4133 28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIF13RN 92590 AN tWO CwlFUN 01 1A RB KE IN RWE C&FII D SAD 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE (909) 676-8042 TU TIE QlIERSECTIQI OF RWE CALIFTM WU AIS NA GWITA IDA M TIE KV. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- fDtIER IF TIE Dl1ER190 I' L F A r OYNIIQI( FENCE, 21' x 16' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON AMM Sa CALF. GAS VANES, 4 K OF PP. KA) W K OF THE BULK REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED WC&O lAr ss iii 03. �f _ ,�v�scr� �occ eccV• L/T9799. �i� d1 OF ��� &L F►SS V[TIESS POST SIT 1 V. OF IOl>IEMi. E CITY ENGINEER F 13E IE P ❑V Q ,PEV/ ED FDOTP/r/.vT 1 75 / 3 L4- ALL IAT6 913-P ELEV. M41 , �(-�� s"'- --V-rx_q - � � 5�0-070 G/? �4�y-`-��- TW❑ WORKING DAYS BEFORE YOU DIGt;9' `�97 0i6G ® - L O 9 -1356Rj� eEV/sED ,Heap a co>s r!a ae 1.0°J7-0006►R 9 G- z �-- L D q 5 - oos C��z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D CVq F Designed B DrnMn B Checked B � � � /3ily CITY ❑ TEMECULA DrawingNo. SCALE �V T RECOMMENDED BY• DATEDEPARTMENT OF PUBLIC WORKS /3/95 I REV/SED AWSEFGorP1PWS LO73/7 PD 2A 2! t�,� 04 L°� 'y JL ADEL CASA❑ Contractor /Z,frSS /PdF REVISED NOLZfE FDOTPR/Nis I TS 0/G Z/¢3 OWNER/DEVELOPER Horizontal s.1 DC7 4,Z y Plans Prepared Under The Supervision Of Inspector BS 94 /07 CENTEX HOMES LUrn C� Date _ - r Vn ACCEPTED PRINCIPAL NGINEER. FDR C ENGINEERE' �/' �� TRACT Ng, 24132 AS SHOWN HM `s, ! ZG 9 -&-Wo A21 F AtY/SED HoLd6 FIOTIR/NTS/DT.S � // Be If 2280 WARDLDW CIR„ SUITE 150 * 6���so * GRE T. l.Et3l.ANC RAYMOND A. CASEY PRECISE GRADING PLANS REY/SED MODEL ELEV. LOTS 9 /O f g7 CORONA, CA 91720 Vertical ,q� Date Completed Z/_*0 RA&r REViSID.rI�UiE�TPA�/r LOTDJ a MFSETd 5 (909) 279-4000 N/A ',r ' \� R.C.E. No. 46's93 Expires 4-30-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 1-45 Sc 79-113 Q oT ,woDEL E16V. LOTS 5 745 OF C�' Sham of 7 J.N. 400750 i OPEN PgCE � N-o? o NQS R T IZQ TRACT Z4132- 1 ` 3 -9 76. 78- /� A / ,w W V1 q � 3� 01 ' 0 �, �+ F� N.P F 6- r 71 .69 to w S P w Tse PE 1223.9 oP�' 29. 1 29. 1 33.4 PE 1230.4 F - 3/. 2'r + J� F.G. F.G. FF 1231 . 1 FG. F.G. 33.4 to /234-5 °v° A, PE 1229. 1 �U FF 1229.8 PE 1233.4 1231 .9 r FF 1234. 1 ' ,S 10 ' FF 1232.6 NZ .lo s g• oi -_ 34.8 34.8 10 t F.G. ® ® ® F.C. PE 1234.8 -0 9 + q• FF 1235.5 29. 1 /O - .<. � F.G. a FG- 9 9�• � � 49"t r G GF 1230.6 F.L. -�i 9 FL• G a GF 1229.3 17' 30.4 ` ' �y ,tial�.`\',•h�. -��Gs' � �,2SSS, Qs F.G. S . 1 B' ; F3 3 •.4 5 F.G. F.G. j i 'or, 78 v 33.4 B' 348 '61 o ]F[ GF 1233.6 1 © 7FG 5 :3` . 7 cr B FL 6.0 PE 125 5.9 L 1222. 37Q 76 77. o GF 1235.0 1 . T• C. � - �, 0 27.9 .5 FL_, G.6t N34.8 c�Q 69.6 s Z .S 0 .S. s. w F G. I S. CAI N F- 77.00 P N (o 53 42 �2j S s g Fc:G BLn w •sem 63.50' at T 17 sem- �{ �?��, A _ •� •�� �� S. FS. a � s 17. 19 Rlw -C O O 32. 33 i M .0 •� � FS T / O 1 1222. 92 T. C. 1223. 8 ,9. 78, �,�95 1225. 35 BQ N I LL 'V .c•�, �, A` T.C. T. C. •� •C s� (!� • l ,gyp ]' .�, 27.E 2g.Z � •C' 9 F s. Fs. •� •OS �� (TI �C� 1224. 59 � -------- f Tl {s 9 2 - -, . A� T. C- 2V N o V 76.00, �. 10& 1225. 35 y w �. s s. F S •c 80 _ �'1 - a+ ZB, g N 72.0o' d 32- •�' �X Z 0 T. C. 5 66 0� FZ FS O -� 1,41 0 30.0 F G w $ 0 N 72 00. S 3 S FS F.G. 31.6 \ o (� 24. 91 ao. N ZB--9 GF 1230.2- •� ' 4 -_ F.G. 1S 3 o 1. N / __ j C- [7 FLAG. F[31 G GF 1231 .8 ' L2. ti �t • 60.01 ' .6 �.a N 1W r � 9 28. [ ,c � w 166i5t �F.G. G - ; 80 _ 34.3 �g o 1 F. ---- ❑ FC_ GF 1233 --- F GF 1228.5-- _ , �- .G- 1 35.3 3 28.3 --------- - �� F.G. ---- `•�2 GF 1234.5-- 2 F. Qi• 82 r __ r ; GF 1235.5 1225. 49 �, /o FL �a T C ------ ®© \ F 83 e' PE 1230.0 \ 3.4 /O 10't FF 1230.7 : FF 1234. 1 30.0 e 30.0 1225. 6 9 1 FF 1232.3 33.4 ' F. 1 '+ Fc F 4 1234.3 R T. C. 31 .6 4� PE 1228.3 F.G• -31 !; - 8 ± 3 0 85 FF 1229.0 /229. 7 F.G /'/. 34.3 PE !235.3 PE 1X3`.2 6 28.3 FL &A /233. / F.G G. 34.3 - FF /,7,74.O F.G. 28.3 1 , F.G. N J5-'3 /0 , N 35,3 1+ 1+ F.C- //P F.G_ 41 Z� W _ Ln ... N VI 10' la' /2JK 9,SO v 1+ A-Z- 1226 . 99 71 .67- 74.04' '►7 uNi T C• 76• '� �(1 - a� 72.059 � 0 " m 72-04" C 1227. 13.75' �0 101 TRACT BOUNDARY 59.69' •20' 34 s3 T. C. PE 1232.2 PE 1232.9 PE 1233.6 Un er round Service Alert PE 1234.3 PE 1235.1 - Robert gein, !/illiam Frost & Associates PE 1235.9 PE 1236.4 PRTMIM& D C91M. R-ANNM : SLWvEYai.4 TRACT 24132 - I 2M SME ori IRK, SIE. 2NOMMU a_ 250-321 CALL TOLL FREE (909) 676-0042 , FAX (909) 676-7240 1-800-422-4133 CL D 9=-//; TWO WORKING DAYS BEFORE YOU DIG L D 9fo-070 GR LC)95 - ooS&rL CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D SCALE pfESSlp DESIGNED BY DRAWN BY CHECKED BY �1/1 CITY OF TEMECULA hawing No. -Zf9l. F REY/SEl7 HoUSEFODTPR/NT LOT B¢ p Q� �� ADEL CASAO GTL RECOMMENDED BY: a-- DATE:DATE: Z / DEPARTMENT OF PUBLIC WORKS Contractor REv/SED MfODEL ELEV. Lar 5 HORIZONTAL � o� 1 la�l �s FOR. BENCH /?749-k c�, s+ Plans Prepared Under The Supervision Of 7�6-f6 RBI A Y/SM NOOSEFAOTAP/n/T lD73 1.3 4 - -! ,. _ `� ACCEPTED BY: DATE: Inspector ,PE✓/.SE�MR76L f1FY_ LOTS Z 79 r8o SEE SffEET l 1 20 cot No•4WQ3 Date: /- 2L-9S PRINCIP ENGINEER, F CITY ENGINEER TRACT NO . 24132 Exp- 6/30/96 RAYMOND A. CASEY VERTICAL s, �..��`` �� GREGORY T. LEBLANC PRECISE GRADING PLANS Date Completed N/A #F C A``i R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 1 -6 Be 79-84 SHEET 2 OF 9 PLOT: 12-22-94 JN: 400750 DRAWING: SHEET2 OPEN SPACE LO-C 120 ��-- 91 .83' /2.3 7. Z �9? FL ,//P s 93- 79- 71 .59' 3. 79.71 .59' 3 V 80.61 F.L. --- /�/o 0 ?' f ''S_ - / �D 37.5 1235-6 c 3b•7 37.5 3 34,.7 C FL., P F FG- F.G. - F.G. 1+ ,1 PE 1237 .5 38,2 � 5cl.9 35.9 FF 1238.2 35.9 1 F.G. F.G. ^ Q o ---- ------ PE 12 .2 -G. FF 1236.6 PE 1236.7 • FF 1237.4 / 9 17 ' Az IR 16'+ +® - D 31 .5 3 F.G. 8 2 ® 36-5 G \� GF 1237.7 F.G, 35 to GF 1236.9 �� 'c 10 12381' �F'6 /3 F1_G8- F.G. 36.0 PE 1234.6 7 35.9 36. 7 N F[.�G•� C ' '238 I, F.G. -4 J5. IF r.� + '4 Q.9 FL., 9 GF 1236. 1 FL- G B _ +r 38.2 12 =� a 3�• S ZZ 9 2' Q1_ 74.97' co , G 3FW• 3 35.9 be 56• 69.98' F.G. g4.4 35.5 3S.8 ry L. � S �_ „ 5.23' RIw RFaiorP"� X0.7' •�' ��' T S 9 \1 39• a 9 `� VIA - �ti moo. C4 34.E 1 _ O- rs � `�� �_ __,� , - ,� �� �• 6• •sem •�, • �� �� T •6, 381 236.86 T . 2 � s . 0p Z - -CO, .'° 0& 18.77' w <<,q _ 75.88 100 F s •C' 6 \ 237. 49 V) .0 8A 5 89, S T. C. s 1237. 57 O� ati o N T. C. �Lvll W w 3 . 1 W 69 .90o w 12' .G .��z / 1237. 40 ro RIW y w w 1C1237.3 -C:1 & 4 ry- /C,b 9 T. C. �,6 •G .1� 35•/ '�' 37. 1 FL�6--B 36.2 t2' F.G. G GF 1236.4 13' � ' � • { 85 ZZ ® ,3 lb' 1238.20 � 12't VF7 '"� 12�. \• 1238. 09 T. C. P� 1 �e � o •G• • 1 1 Qn � � PE 1236.2 PE 1237. 1 FF 1236.9 FF 1237.8 , `9 •0' �y�• 9j F G4 , 84 sot PE 12353 37 1 37. 1 J F.G. F.G. - � h O 36.Z .36,Z N '� ni 6 i��9 vv F. - o F.G. ._ /•/. � � I+ - �o .6 ,� /23/0.0 60.98' �jA�D 1.1• \ F--I. N P `+ N 34.77' <.c' 'n`9 I��� � co 3 to 1-7 3 6 . m rX . 408 8.20 9 9 FCS. `-iv a O 1239 . 29 T . C . TRACT BOUNDARY PE 1236.7 PE 1236.9 PE 1236.4 •e'er. l,l. NO • Under round Service Alert 3h'�� sx o Robert Beim, Filliam Frost & Associates TRACT NO. 24132-I ,�o, ,� oo' O S� PROFESSIONAL ENGIPM. R.A#M t WNEmis PE 1241.7 2M Sua.E OX ORM, SIE. 30*ME u a. 951s -3t1 92 CALL TOLL FREE (909) 676-8042 . FAX (909) 676-7240 1-800-422-4133 PE 1236.9 LD 9(o-070 GR p � • o cot GR TWO WORKING DAYS BEFORE YOU DIG1 Lp 5 -005 CONSTRUCTION RECORD DATE BY REVISIONS DA TE ACC'D DESIGNED BY DRAWN BY CHECKED BY CITY 0 F T E ME C UL A SCALE p f E S S/p l App CASAO GTL 12-6-55 RBF 2EV/SED 11,0115E FOOTPRiVrS LOTS 8,r o e� � RECOMMENDED BY: 1 --�� DATE: DEPARTMENT OF PUBLIC WORKS Drawing No- Contractor -tZ- 'emis REV/SED FooTPRin/TS LOTS // 8D r89 FOR $ENCI'/ /Y1 HORIZONTAL yc.00.r 1 �sB!'s c'f, Plans Prepared Under The Supervision Of REV/SED MODEL EZE✓ LOTS 9 /0 !rB7L0T5 7 M _ v " ' ACCEPTED BY: DANE: z 7/1-9 TRACT NO . 24132 Inspector -2/-9Po APB= v/SED HOI,ISES/Ll� SETBACK LOTS - Mfr. / SEE S#E E -r / 1 20 a EXP N+o.4/9393 A Q. A,64...c Date: /-ZL-9 S PR INC I PAL ENG I NEER. FOR TY ENGINEER WEVSED MODEL ELEV. f B5 a/3o/� GREGORY T. LEBLANC RAYMOND A. CASEY VERTICAL s,'r �,�,,, �.�, - PRECISE GRADING PLANS Dote Comp I et ed N A F o f �A�\E� R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-M LOTS 7-� � 85-89 � sHEEr 3 of 9 PLOT: 12-22-94 JN: 400750 DRAWING: SHEET3 pF / 69 G 9 705.88. 'IL X236 9 . •3�2 �G � 3 �, 3)•g r►i TRACT 24132- 1 FC � 782.15. � F�•9 ` C� ' 9� 7258 1 39 0 /2� Ig /Z 9 0 LO ab hk ` F C2 12. 72, \° 1?-G ry 0 d '�' 38 72.38 1258 0 Z -i w C7 3 N• C5 N �� .-'''6 � 8.•7 20'f 1S`f � 39 �.,� ,��39 6 97 W S �' 3 j , 5g dt't7 0 T-Z. W 123C'- 9 moo;' 92- )5 TR'Ic N n LOAoo' 9S '210 6 Fo 8 `y D"try W •c ��• o0 0 � FCO 72� 9 \� '' ��'77?�0 8 40 8 -S.Gi• 6 i•¢I �. C .6 i2. Sf 247•S o -,� ?6 0/0 4A 9 A � 58.48' � F .C+- of b �O N � J'9 2�a N o C aD . LA . O .� 3 3 / . ® ; i 64. 11 ,411!!�� ""�� 0 '_� + 41.9 �� • 'mac. -� . . Cr OCAN .Q \ '`' 1. G Q g c o r ,+ • 1Z42 0 � - S 7� > r � 2124 13'_ o F .G. i ® 1 F .Z cA \\ �o S _ •0 242.9 40.8 , p 4 � � F� G.8- � gyp- � )•G 72• 2 \: F _G. fNel 4 gp 2kA 'v' o O.p ,yry `, GE 42,4 12 41 • ac ND- Q 1 ry s 41.4 Q 4-,c N w �y ,. TRACT 24132 W W -� 93 R 1W F5 �- (n 102.43 ' CP W oI r=s F s T40. 40 0 o W c• V) C S � Ql� N l -c - gam 1240 4 r• C. R/Vy Under round Service Alert Abbert Bei?„ hilliam frost do Associates 240. 61 PR(FE4IONAL E?GI NfIIZS, PLANERS ! SiRVEVOFtS • C 2M SIMV W ORRE. SIE. 211e1E1EL11A 01. 92MIS21 3 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 1 -800-422-4133 18' �8' ENE GA�-A LD 95- /33GR ® WORKINGTWO LD95 -005&W- CONSTRUCTION Cb5&W-CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D SCALE DESIGNED BY DRAWN BY CHECKED BY CITY OF TEMECULA Drawing No. ! RECOMMENDED BY: Lam• DATE: DEPARTMENT OF PUBLIC WORKS 2-f�.ZS iPBF REY/SED HOUSE FOOTPIP/NT LOT 34" -IL O �,f T. s ADEL CASAO GTL� Contractor 2-;74-97 9& k'evrsW iwroTTR/NT c�075 95 ,4rvo 97. zt 97 HORIZONTAL ,\4. w� B!� Plana Prepared Under The Supervision Of FoR &EVC# n4 k 1" = 20' W No.48393 ACCEPTED BY: An!�n�jf DATE: Z ��7 �� Inspector SEE Sf�L`E7' / d UP. 6730796 ' j • Date: l-ZL-'/S PRINCIP ENGINEER. FOR ..ITY ENGINEER TRACT NO . 24132 VERTICAL GREGORY T. LEBLANC RAYMOND A. CASEY Date Completed fr �� �� � PRECISE GRADING PLANS N/A F OF C A``E� R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 90-97 SHEET 4 of 9 PLOT: 12-22-94 JN: 400750 DRAWING: SHEET 4 TRACT 24132- 1 PE I2-31 .1 PC- 6B E68 69 M 67 66 TRACT BOUNDARY 65 PE 1�z9.6 .4 57.56' 15.72' 59. 9' 19.06' // 58.44' PE 1229 .1 3z 76.62' S , 3/ 76.72 3 69.94' 4 3 F .00 FG F - 2, 3 7 75.81 s o �� � -- / / No � 72.6 fo\\4 Iz30-1 rt N/ 'F FL.�NP 1+ g F_L.,HP �►' / 75.00' u� N �1 31 .4 31 .4 c --- g ,+ o f90 1zZ8:7 0 low-�' �,/ g: F.G. - F.G. 33 4 FL P 15' •4 FZ" 1 - 'V 1 0 -- - - P� HP 4 30.4 F� 14 '� PE 1231 .4 32.4 32.4 F.G. 33.4 C. ti� 79 o� F.G. ------ 1234 . FF 1232. 1 F.G. _ F.G. 3S•4 T C ------------ Z9 0 12,33.4 PE 1232.4 � , FF 1233. 1 ' 1 1 6 C�F ® 3 pE 1229 FF 1231 . 1 ® 1 FF 12X9'1 1 ® \ • e ® / 9 33 4 15 ± .G. 22 . O2 4 31 .4 � 0 � 2.4 32. Z 99 1 � F.G. 2' GF 1232.6 F.G. Fz. 1 0.Z (,'F 1231 .6 32.4 /.5 GF ' 4 GF 1230.6 Z9 3 FL.,G 14 31.2 F.G. F.t.G 8 1233.6 7 104 '1� 2• 31 .4 � 1235-6 F. g •p •4 F.G. ►� � 35. IZ21 4- ', 2 30 127io 1 4 3Q Fw- F.G. GF 1229.2 1 ,z F G. Fl.,1&.�. O cc A rn ft) G• F[.B .�= F� F 7G 29 0 I �' N o to w I °� N rn FS. . FS- 9.86 73.73' 69.8No r 8.970 h • 15' 1 12-33-90 FL 00 17' T .C.55. 2l. -s. F S � 9 2.2 28.4 '"� 75.00' S. 3 CID �• O• n F.S. ry V ^5 V - Cb ryCt)•O ^ry ^ry�• �^� � 125 N V QUIS^ ,� ARO.O. �h ^ry,�• W • c ry v _ • rn _ ry ryry V 30• 31.z wry' fJ Cp• V Z 2 N/ 32,p ^ • C) ryry W *. 2-1.2 2 8 37' 81 .64' a^, O 83 39 74 . 71 ' 23.42 O Z s Fs. _ 0 ' c 0 N N N N 0 0.22 f O Ln 10 • 0 30.CD - 75.00 a N o_ g FL,C75 _ F.G. 1 33. 1 34. N N o FG. GF 1232. 1 12 12 F.G *• 29 F .G. 5 30'7 D GF 1233.3 - I - 1 Z 2' -- 9 Z •� � � � �� ^ GF 1234.2 .�Z,9 0 9.5 GF 1230. F�_,C�6 'h 4' ce FL.,6'.B. i V -L-, GF 122 N •� 1 v ,�3 34.0 Vi 3 29.3 G. Q OC © F.c. J F.G. 1 A L Q 10'± B PE 1231. 9 ;! _----- Q IF 1232.& N, ® z 7 10� 1'l@+_ p'E 1221.8 PE 1230.7 31.9 31.9 \ 35 r PE 1233. 1 1 35 ' FF 1233.8 PE 25 FL;H� 33. 1 15'i- Ff 1234.7 6 ; 1 , . PE 1229-3 F.C.F �'�• .G. F.G.F33340 12' 3°.� , /Z3z. a F G. 34-0 FF 1230.0 30 F-6 o $ .�� / A L., - N FG. 29 .3 1233.7 29 ,3 . F`, � N I'r/•F- n ra $ /2 73.20' 75.04' C) F.G. . 1iC7,o F�, ►+ ��1 74. 15' y. .r, t,. 76.21 41 , 75.00 OPEN SPACE O TRACT 24132 DoT 115 ,�� z 30 RIw ITS Q V N N Under round Service Alert MC CABE - DR I VE Robert Beira, FiUiam frust do Associates PRTMIQIAL ENCIPEFRS, RA K% t SIRYEI'OM 1M SDU OAK DUK. SIE. 1MGMEt211A CA. 930-311 - CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 1-800-422-4133 LD 35- /356'R � TWO WORKING DAYS BEFORE YOU D G LD95 - 005 GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D DESIGNED BY DRAWN BY CHECKED BY SCALE QUO f E S S/0�,' Drawing No. RECOMMENDED BY: C'1 12-..-.� DATE: CITY OF T E ME CUL A DEPARTMENT OF PUBLIC WORKS 2-(.95 BF i?EI//SED HOUSE fDOTPR/A/T LDT/// -R �p � T• l ADE/ CASAO GTL -T R��//SED F0' 0r, 1A17-GOTS /// AMO /0. z 2 HORIZONTAL 4� o�� �OB� �t Contractor 2-24-97 RBF 4 FpR $ENGff /►9�{ � ' �. •� � Plans Prepared Under The Super v 1 s i on Of ✓/ AL r,-✓. LOT 99. c�yi '� ACCEPTED BY: DATE: TRACT NO . 24132 Inspector -0-97 /tBf REVISED P�TFP-/A/TS [DTS /02 /0-4& //D. SEE SIf�EET / 1 20 � N°'48393 ..cam,..{ n_ Date: �-L� -�S PRINCIP E NCIPEFR, F ITY ENGINEER VERTICAL s �vC V I V �- GREGORY T. LEBLANC RAYMOND A. CASEY PRECISE GRADING PLANS Date Completed N/A r�7f OF C`A�Eo��` R-C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 98-103 & 109-113 SHEET 5 9 --] PLOT: 12-22-94 JN: 400750 DRAWING: SHEET5 32' 1 6 6 5 9. 1 241 4 PE i �RAC� ►'E (220.3 63 ,, .9e PE 122-7.4 75.00 w 9.50 � CD TRCAT BOUNDARY 61 6 4.63 v -( . �,HP N FL.,N _ F.v 27.4 27.4 F.G. TRACT 24132 '� �'rL G• F .G. ------ --- ' pE 1227 .4 1 pE 1226.4 ' FF 1228.1 FF 1227.1 /�. ® _. o, 3 � [� � 103 18 18 1 18 pE 1229.0 � 6' 16'± 26 .4 7 6 ' F .G. .G. GF 1227 .6 Z6 62 C0 14' 12, 27 .4 z5_2 1226.6 �2 F .G. �T 26 .4 .�.• . • _ f F .G• � ,.1 RI�N Z5.1 N N N i� v' w v' 5.00 (� rL G R �9 a' 7 • 1 � g b ,�r�'1,�L U . s �1 G' 67.46 25 0� .Z F S S W_ (,v UIS ^ry~ - �i cr) • ,��,�. MARQ In � E ry LL a' 0) NN V zs.3 s F CTS -s. K� - cV•G �.2 24s. RhN F.s. 75.00 ,.ryryb C�` w .s. •S 75.00 / N � 67 . 11 27 .8 7.89 N _ Cil Z , 12 GF 1228.0 w 2 75.00 o F .G. 25? _ 09 _ N 25.0 FL2&3 GF 1226 .5 0 1 PE 1229.3 ---------- --- FL.,G FCS• -- - -- GF 1225.2 25.0 15�t ' G. 10 w 106 _ PE 1227 .8 ® ? pE 1226.3 F 1228.5 TRACT 2 132- 1 FF 1227• 27 .8 pe: 1225 0 2c.•3 27 .8 F .G- F.G. .G- F.G. FF iz25.7 , 2G3 G 2 IZZ15 1223.5 zs o F.G- PE FG• _ - 17Z4:7 F�,NP� ��ti 75•x, • g 1% _ 75.17. $ to�c 115 hU y 75.17' CT 24132 75.03' dPESPACE CT govND p,RY R Iw/ N 1RA L0� `p3 RIVE M CABS Under round Service Alert o Robert Beim, Filliam Frost do Associates PRffES5IM& EXIIEf ' PLAPIERS ! S11RVE1'ORS NE SMILE W RINE, SIE. 2M OMM CA. OZW3621 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 1-800-422-4133 LD 95- /356R® TWO WORKING DAYS BEFORE YOU DIG L095 - 005 GFZ CONSTRUCTION RECORD DATE BY REVISIONS MITE ACC'D DESIGNED BY DRAWN BY CHECKED BY SCALE Q1,pFESS/p�,� RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. 12495 Bf QEY/SED ,yoUSEF,0XPfR/NT ZdT /07.,s :.R p T / ADEL CASAO GTL Contractor -4-97 Oe.ev'SCOWSE FOOTM/AT L4TS Bei,-/07. HORIZONTAL ,�. �c.0 (1�1� ', Plans Prepared Under The Supervision Of FoR BEivc#InAe ACCEPTED BY: a ATE: TRACT NO . 24132 RSV/SEQ Mt�AEC. �LE'1/ LOT /O¢. � c� � i Inspector SEE sHcET / 1 = 20' PIo.4t Exp. Q4> � Date: 1-74-15 PRINCIP ENGINEER. F CITY ENGINEER VERTICAL .rf� �I�1` ��� GREGORY T. LEBLANC RAYMOND A. CASEY PRECISE GRADING PLANS Date Completed NSA lF OF EA��Eo� R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 104-108 SHEET 6 OF 9 PLOT: 12-22-94 JN: 400750 DRAWING: SHEET 6 r L +s OPEN SPACE LO-T IZO 89.50 0 83.80' 0 N ti 73.31 ' u 1% --•�' N �'�� � m /Z35-G �+ 0- g I2�CI.9 + + r23G•3 �� 77. 11 CA 0 1231_�i r.1.., H-P 37.2 36.6 �.' H.P ,W /'• -- `'"' U� 37.2 F.G. F.G-- --- --- - 36.6 F.C. w /23x( 6 h. 20 9 0, 1 / F.G - ------ ------ --- ---- ► 35.9 93.9 u, F� • 37 .8 PE 1237.2 1236.6 ; FG. 37 .8 F.C. FF 1237 .9 FF 1237.3 I 35-1 � F.G. ------ --- i F� PE 1237 8 FG `��' \f�' G• FF \A7 1238.5 �.• F'E 1235.9 12t o_ g, FE 1235. 1 3 F .f L-,&.5- FF �336.6 ❑ �G. ® Ag'} GF 1237.4 15 8 37 .8 GF 1238.0 12 i 2 3s.G.G G. E G• F.G. 37 .S 37 .2 B. GF 1236.8 12' GF 1236. 17.7 335•/ F .G. F. � •, 36.6 12 35.9 FG. E21 - 18 F.G. F.G. 347 + f PE 1234. o _ F�.,G.t3 N U F .VAR �G.g J F�; GF 1235.3 3 � rn 49.26' 16.94' 71 .47' o 6 A c 35 1 12. as m ,\1 ,��'�$ 35.5 5 FL�GBF G. r3 � 64 44 o Fs. S. 34. 76. o '�' -7 78 p N 9 = 5 .3 F S s. r<s. 75.03 to CIO ►., • y. Q� �ti ,,i • ti ,� 64 44 F �^ Oho ' 40 p s. 3 s� W S OD R/ (� W , S �4)- • N 123624 _ h� 00 • '� CARMONA 236 � GOR �`� �• �AI T. C. 1236 F 5. s. 34. ti LAJ �- . 41 F Fs. FS. '� • T• C. 89.50 1412' 78.72 w S Fs F!5 18.77' J • (� Co K D N pN 33.c 33 3 W 1237. 0 N' j � 34 g 0 78-53' 74.87' s F S F's 49 h - 354 N .87 (1J (11 1237. 57 T. C f .p �- 37'9 3b. IF36.0 4 .�► COf 23 GF 1238 37.9 35.7 GF iZ3 . ----- ��„ �e p RAW C^''�3g"9 ,0 C.7 FG" F.C.,6� _ GF 1236.2 - 34 0 V 123 0. G. FA '34.2e- Z T 7. 40 E • :� 0 43 9 F�.�6g• 35.2 0 • C. 6 39 G. 42 FL. E3- 35. g'� 17- F•G- 12. • l� _L� C,F -- F.G CF 1235-4 LA C� g Az A- 4 PE 1237.9 C e 40 12,3 FF 1238.6 /Z PE 1236.0 PE 1 2.34.4 8 �0 � 1235,2 PE /236. 8 FF 1236.7 12`38. 09 T• C• 1'I L FG9 / •t FF /23 7. S �._: 15't FF 123 S 36.0 36.0 15 3S. 5.9 9 10i �L N F.G. 2 f 3�.e ti Z,3$ 9 6 �•% F� FG F.G. F.G• 35.2 �� ;00111129 6 �8 9 2'�7 1236.5 �• F.G •moo. FF `�' - � F�-� H•P- /"- ___ /./, &'f 1�3s.7 I•i g UP .Q rc + c F� H.P rJ,O 61 -79' w c c' �z 76.35� 33-20 ��,0 �► 4• - 42.99' a. w • '12�' 33- 15' \ A, 3,9•56. 1241 . 18 PE 1243.4 A9 T c. PE 1242.7 PE 1244.1 PE 1244.7 SO 1239 . 29 PE 1245.4 T. C . No . Under round Service Alert SH Robert Rein, Jrzlham �'ivst do Associates C=3 SES PRTMIONAL ENGIPE>RS, R-MMM t SUtVEM 2M S09U K DRIVE, SIE. 29DOMM a. 990-321 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 1-800-422-4133 L D 95 -/356R© 1'1-071 GSR. TWO WORKING DAYS BEFORE YOU DIG LD95-005&9, CONSTRUCTION RECORD DATE BY REVISIONS IWEACC'D SCALE OESS10 DESIGNED BY DRAWN BY CHECKED BY /7 CITY OF TEMECULA Drawing No. Q� R'�l ADEL CASAO GTL RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS 715195 RBF EIS/SED HOUSE FDOTFR/NT5 LOTS/ �c�o �� T• �„ HORIZONTAL 4. ��.� B!� �, Plans Prepared Under The Supervision Of Contractor l2-i-�S SF /ZEV/sEO HeU3E FG10TP,4/.YTS L013/6! -ls �O� .� BENcH nI ,ek - v ACCEPTED eY: DATE: Zl shy TRACT N0 . 24132 Inspector SEE SHE 1 20 ' p. 6/393 ' . Z PRINCIPAL ENGINEER, F CITY ENGINEER ET / �P. a/ao/� ...r. �. �tdG,..� Date: /- L -95 s47 f REGORY T. LEBLANC RAYMOND A. CASEY Date Comp I eted VERTICAL ll Cl� r 1� - PRECISE GRADING PLANS N/A F OF CA��ER.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3 31-96 LOTS 12-17 & 41 -45 SHEET 7 OF 9 PLOT: 12-22-94 JN: 400 750 DRAWING; SHEET? i EN SPACE LO-1 I20 F4 0 72.75' b< 01 75. �- �, �� 1231-2 y'- Sy 75.41 ' �'h' q- .-•, 3/. 9 e 'h //1 +1 H•P °ag 76.53' (y 'r? - N ° 0 7 ' 1h --- _ 74.68 +� 1232.� N ''' I/• 31 • I ��� I /• . �--•_N Fl..� HP _- � � I � F.G.1N � F.G. 12't 74 35 35 `$ _ 32•Z 32.Z 0 Z5' 25' -JC ' PL -_- ? 32. 94133.6 32.9 - FG � w � PE 1231 .4 N.P 33.6 --- G FG FF 1232. 1 6. �+ F .G. 6. 34.3 34.3 NIS F.G. PE 1233.6 Ec oo Q F .G. - FF 1234.3 PE 1232.2 ----- FF 1232.9 0 0 ---- 1234.3 Q FF 1235.0 fiz,* 23 Z PE 1 Z32.9 0 3/. 2 \ 22 31 .4 32.9 F.G. 13'± 20 Fes- f F GF 1232.4 Q 12 : GF 1231 .6 Fes;4 19 32.2 2' C.a- ,�8 34 33.6 12, GF 1233. 1 FL.�G. 30 8 F.G. 31 .4 F F.G. , �17 3 .2 `3L.9 Fl-.,G.b. be F.G. GF 1233.8 12' pE 1235. 1 F .,G.B. F.G. v 34.5 33.6 _ �S- be Co N rn rn N ,G.g. 0) ti� ry N R/W GF 12 31 � � 12' F.G. o _ - N t_.,G.�. r� - _ N �' 7.49' V cy V 34. CID ryN 0) F.G- o - F•t_.Com.B. �•, N Co rn � 73.44' 73.44 5 � �- �. o � N ,�. 5 0 Z . 33 3 I- N w w PL.,G• . A s 30.6 FS. F 5. • N _ 74.44' FS F S' _ d 0 72.68 S 31.6 31.z 3Z.O 31.E F.S. F `' �Q► (IVZ ,n 1W CDCD 2 3 s 0) CARMONA w Fs. N o �32 �. CORTE _ ,� _ CO 1-0\0C �� �� w 2 _ 'ry n7 _ o, Ar) • n/ - 30 4 30. 1 2 2 -1G8 F S. t` W A N MjN V FS. FS. S. s. - I.z w S T _ _ 31. S Z ^�Y �- FZS. ►�/ 3F a o cn 76.80' 77.57' - IO N W =s b N 77.57 30.2 o 10 S L- B N - , F -3 vo 30.3 31 .5 FS- S ' N 32 1 . 77 .57F.G. 1 31 .3 30 3 GF 1231 .7 32.3 - J No cn N N L i� 12 3F.G. GF 1232.3 a 12 5 31 . '�3 31 .5 B. RIW N 33.2 -� 6 GF 1233. 1 31.2 GF 1231 . F�•,� e .c. 35 12'! 32.9 31."► F.C.. G•�. - - - 37 33.6 - GF 1233.8 32. 1 - 1234.6 G L , 36 F ., � .ts. F •� -_ - - - _- - - =� ;� _ r - - - - 34 40 39 ® P E 1233.? a F .G. 4 ---- PE 1231 .3 (- � FF PE 1235 2 �,, 1232.0 't� ® :14'+ PE 11232.232. 1 31 .3 18PE 1231 .5 31 . � FF 1234.3 32. 1 32. 1 F.G. N,� FF 1232.2 19,tOWN PE 1232.9 PE 1234.4 33.6 FF 1233.6 F.G. F.G. 1%�- 1235.1 141 33.6 F.G. 14- IZ'�1.8 1231. 1 31 -5 31 .5 FF �' F.G. F.G. F.G. 12 33.3 32.9 FL-� ih Fl.., H P 'r5 F� H P 32.9 F.G. 34.4 F .G. F.G. 7-(a F .G. 12 P tn '`--c L - +i _ LO01 _ - f rn rn M 74. 13 74.86' 36.58' 38.80' 5.28' 75.08' 74.95' 50 51 52 53 54 55 56 PE 1245.4 PE 1246.1 PE 1246.8 PE 1247.6 PE 1248.3 PE 1249.0 PE 1249.7 der round Service Alert - Robert Beira, hill iam Frost do Associates PROFESSIONAL ENCIPEFRS, PLAN EFtS Rt 9RVEM 2M SIra.E K DRIVE, SIE. 2MOI lM a. 22M-3621 CALL TOLL FREE (909) 676-W42 , FAX (909) 676-7240 1-800-422-4133 LD 95-/,?5GR eogo57-wfi Ge$ TWO WORKING DAYS BEFORE YOU DIG LD 95 -005 GP., CONSTRUCTION RECORD DATE BY REVISIONS DA7E ACC'D SCALE pFESSIp DESIGNED BY DRAWN BY CHECKED BY /�� CITY OF TEMECULA Drawing No. G/5/95 eF REV/SED HOUSE FOoTP� IMr LOT 2D �p �� T �'/� ADEL CASAO GTL RECOMMENDED BY: L; �^ DATE: DEPARTMENT OF PUBLIC WORKS Contractor tZ-A,M� sFi REV/SED HOUSE FODTPR/NT LOT Z/ le HORIZONTAL ,4� �c.� l°Bl� ��, Plans Prepared Under The Supervision Of FOR BENCH AIA91C � is ACCEPTED BY: DATE: Inspector 1" = 20' 09 No.48393 �: Date: /- LLr -9? PRINcIP ENGINEER, F CITY ENGINEER TRACT NO . 24132 SEE SMEET / Exp. 6/30/9e VERTICAL sREGORY T. LEBLANC RAYMOND A. CASEY Date Completed f,,f Cl� V I� ��� PRECISE GRADING PLANS N/A f or C k\A R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Exp I res 3-31-96 LOTS 18-22 & 35-40 SHEET 8 OF 9 PLOT: 12-22-94 JN: 400750 DRAWING: SHEET8 OPEN SPACE 75.36 DoT 119 ' T 9 r� 78.41 ' +� 9 �'s• 77.390 !t Z -!e N aas ---�11FL. P. ♦ /2j7./ ��s c' 77.44' rim 72.05' Q N N +i - _ �, 4 42.66 W 6'3 32.9 32.9 S ---- Fc., N /% �►.� Q F.G. F.G. 35.2 35 2 ►� / '�' / - �.r s OPEN SF'AGE _- - 238. 9 oN �� /2f0.3 0, - - F.G. 39.2 FL HP. a co LOT ��� F.G. F_L.�/'►�.P . PE 1232.9 V 37.4 a3 F.G. 39.2 o r' - - - - O F.G. 37.4 FF 1233.6 PE 1235.2 ; ---- - - - - -- - -- F.G. g FF 1235.9 � -- -- - / -- - - PE 1239.2 40.6 Z PE 1237.4 FF 1239.9 2 } F.G. 40.6 G Q FF 1238. 1 F.G. Z. INIt 37.4 � � ® -��s • 35.2 4 F.G. 11 '+ \ 32.s 23 F.G. � 3 , F.G. 39.-9 36.Z Fc.,c.e GF 12 5.4 16. F_[. 6'B 39.2 F.L. GB GF 1233. 1 1 35.2 GF 1237.6 1s. F.G. 40.6 27 �.\ /2�1c S c / F G ./ F G 37.4 F GF 1239 Zp 1 F.G. .4 2 1 �n FL. G- _ O N C.B P,� r7 N oaMi N N ^ N F39.2 GF 1240.8 04 7 00 .1-V 00 81 -57' 3 76.41 ' °1 , F_[-,Ga _ F 6 11" ry 75.44 _ K 8 • O s. ¢ G 4 w 3 N 75.4 N FZ 6 q cv , . Y• sr" 1� . O F.S. s. 34.9 60-51 ' Z a 'p _ s 37/ 376 N vg F- _ CORTE �^��. Q C o 1 = ARMONA ry _ N• V O nj. Q O Aja 0) V „ V) - 0 12 W to 0.9 a/. 3 .9 3. 38 W � S FS. F 79.51 ' 77.57' 77.57' S Z o (N /^ 77.57' t.5 c U') N I N 4 N k �32.Z Nk .34.4 `� _ � �N \ 5.58' 4g s �� er s ' 35.5 I N N 4 ^'� n 33.2 �" 36. 9 V, p�' V d 3/.9 c B. V F.G. 17' 36.7 F.G. 7' 37.9 •��• CV .N 1 TG }' F 33.2 F-L. C. GF 1233.4 � 34.3 GF 1235.7 � ' 37. 3 ��'J9 ^ '�E5• Q .G - - F. 1. 1238 c GF Y F5- �ry � U --- by cc PE 1231.5 -- - - e GF 1240,0 16 d Fs. �� %A. PE1233.2 ® ' \ ® 54.61 - `A� �. ' z 40.0 _ W FF 1233.9 E117 ^ 1 \ �� �[�•� a- - O PE 1237.9 14' PE 1235.5 k 41 6 'h 33.2 33.2 g'+ FF 1236.2 15'± 1238.6 - . -&Z.,4.03 N & F.G. F.G. 37.9 6'-� 41 _ 12 35.5 35.S F.G. 37.9 41. F G ^ GF 1241 .8 �•/' F.G. F.G. F.G. ® F•G GF 1241 .8 - 12 0 /237. fi Q R --- !0 11 .+ � 1239,8 FF 3� 5 FL H.P. 9 39 8 1240.5 \ 30 r GG. 9.8Nei F G PE 12 N\ Q 19 t 41.6 \ • 1242.3 41 .6 124 (D 1.6 39 � ` F[ ,yP F.G 1242.3 ' 24 � 41 .6 � � . 74.90' 74.99' 1 40.760 ` MAP- / ��- 4G 56 57 58 PE 1250.4 PE 1251.1 59 30. 70. PE 1249.7 PE 1251.7 45 37. TRACT N0. 24132 0 t12-20 Under round Service Alert PE 1252.3 Robert Beim, FiUiam Frost do Associates 9� PRffMIMI& ENGIIEM, PLANERS t SJtVEM 61 2M SM arc ME. SIE. ZO OMM d. 22WX21 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 PE 1252.4 I 1-800-422-4133 Lo95 -oTV CA- �D95 -005GR TWO WORKING DAYS BEFORE YOU DIG � CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D DESIGNED BY DRAWN BY CHECKED BY C.f, -•4-.. DATE: DEPARTA�IENT OF PUBLIC WORKS SCALE 11,pfESS10,y41 GTL ADSL CASAO GTL RECOMMENDED BY: CITY OF TEMECULA Drawing No. /1/95 BF REY/SED HOUSE FOOTPRINTS LATS 29 Z9 34 O 1 Contractor HORIZONTAL ,'�� �c.� / Bl� �, Plans Prepared Under The Supervision Of Fog BENc# InIWA, w - e-2ACCEPTEDBY: DATE: 21f?t� Inspector 1 20 No.48393 Date: l- ZL- 9S PRINCIPA ENGINEER, F CITY ENGINEER TRACT NO . 24132 SEE S/fEET / 4c UP. 6/30/" i! GREGORY T. LEBLANC RAYMOND A. CASEY PRECISE GRADING PLANS VERTICAL Jf. C1 V 1V �� Date Completed VERTICAL 'lE OF CAI.� R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 23-34 SHEET 9 OF 9 PLOT: 12-27-94 JN: 400750 DRAWING: SHEET9