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HomeMy WebLinkAboutLot 1-13, 86-92 Precise Grading GRADING NTract 1 . AGRADING ALL SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING 9418 / CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGEARIANNA SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . recise ding a e III VIA RAM 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL PADA FILL SLOPES OVER 5' HIGH. 9 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT LEGEND ots nd a SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 0000.00 Sid �; w PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TOP OF CURB TCIn ROAD $ OVER 1 ' DEEP. FLOW LINE Cityecute a a a � 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA v ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO �♦ ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG PYO PICA GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TRACT �. FINISHED SURFACE FS 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG _ 24 188 ROS TOP OF CUT SLOPES. GARAGE FLOOR GF 0000.0 Hwy. _ 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. PAD ELEVATION PE 0000.0 26 25 24 r 23 22 _ r ; 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF FINISHED FLOOR FF 0000.0 27 I� � 21 r 20 ' - -`- �o � TO SAN D I EGO PROJECT SITE THE PRELIMINARY SOILS INVESTIGATION BY: CONVERSE CONSULTANTS DATED T BER 14 99 `�-- � �9 14 `, 12 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ` ` 11 8 R WATER SERVICE W •� � - Ia 17 I �g I t5 I �� .--- ♦ 24186-2 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- SEWER SERVICES �= 93 VIC INITY MAP MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- , � - - ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 0 r NOT TO SCALE DRIVEWAY 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 10 �"� ' �, s DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE SLOPE / 5 s7 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- I I TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 45 EACH LOT. LOT NUMBER 2 / �'' 68 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL UNIT TYPE/ELEVATION \ZA ti'` / a7 06 65 04 6362 SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE INVERT ELEVATION IE - .00 _ FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT -� _ ` a ` E:7 -.� - _ `-,_� _ �� HIGH POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. BACKWATER VALVES BW =-=-___ � \ %71 j PAD ELEV. -0. MIN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS TRA - - _ A BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 24 187-272 75 MATERIAL. �-- z z 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN - MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. - - _ -ter % PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF TRACT -= _-- -' FILL MATERIAL. 24187-2 5' ;� B 5' 5' B I C 5' C 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF MIN MIN MIN MI ; PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SCALE: I•=150' SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO PAD PAD ADJACENT PROPERTIES. I FF z z FF z I 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED 16 K 16 BY THE DIRECTOR OF LI WORKS. �� ; r MIN. � � MIN. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE SCALE: 1 = 150 TO FUNCTION ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE z z MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO LOTS INCLUDED fie _ O z ; o � N PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. t Mak V_ � �Mx - ; M0 WITH A OF AT v n 17 STABILITY ENGINEER TO THELENGINEERINGDDEP RTMENTHFORICUT INDEX MAP R W 0 0 AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. o v 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING TYPICAL SIDE YARD DRAINAGE c' a n PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- -�E DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE o TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. $ TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL o DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. n rn 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE R w PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS fi" MIN. 5' MIN. 5' MIN. 6" MIN. SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 3' MIN. 1 ' 1 ' 3' MIN. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT MUDSILL MIN. MIN. MUDSILL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT d: LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. -•. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 12" MIN. 12" MIN. 45' 45' 45' a 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 2% MIN. : 1 MAX. 6" TYP, n TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 12" MIN. ABOVE PAD ELEV. 1% MA MIN. 2% MIN. P6 2 X. 21% MAX. APPROVAL N23. THEROHAHINEG I �STHELE Plan 1 Plan 2 OFF TOP THE APPLICANT HIS FROM THE RESPONSIBILITY THE an SECTION B- B o RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON P/L REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 5'ko o TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. to ...........................1 0 0111111110 5' MIN. P/L o 3' MIN. 1 ' a rn TYPICAL FOOTPRINT SECTION A- A MUDSILL MIN. 6" MIN. N.T.S. FOR REAR YARD SLOPES GREATER THAN 5 IN VERTICAL HEIGHT 12" MIN. Cn UNDERGROUND SERVICE BENCH ,,,ARK TOPOG OWER DEVELOPER 2: 1 MAX. LU X ALERT PLANNING ■ DESIGN ■ CONSTRUCTION COUNTY OF RIVERSIDE B.M. N0. T-1-81 EL=1026.428 BASIS OF BEARING NOTE 2% MIN. 6" MIN. 2 1/2 to BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 ROBERT BE I N, WILLIAM FROST k ASSOCIATES BU I E COMMUNITIES THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21% MAX. z FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET 27555 INEZ ROAD, SUITE 400 11260 EL CAMINO REAL CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. a CALL TOLL FREE 27■ ■ ■ YNEZ ROAD,SWE,00 IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE TEMECULA, CA 92591 SUITE 200 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF PARCEL SECTION C- C 1-800-422-4133 CONSULTING .�ear • F "67a.7 ►r (GT 2453) 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 676-8042 SAN D I EGO, CA. 92130-2647 MAPS I N THE OFFICE OF THE COUNTY RECORDER OF R I VERS I DE > P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. k S. SET FIBERGLASS DATE 3-24-99 FIELD SURVEY DATA (858) 794-2400 EXT. 255 COUNTY, CALIFORNIA, BEING NORTH 16°56'06" WEST. o TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. ATTN: RICK SCOTT LD02- 020 G R z Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY SCALE QRO I S S IpN� RECOMMENDED BY: DATE: DOFDEPARTMENT OF PUBL I C WORKS Drawing No. o A. l� 't/ A. J I MENEZ A. J I MENEZ M. TYLMAN CITY Contractor HORIZONTAL ,�`� �c� ��� yah Plans Pre r d Under The Supervision Of y ACCEPTED �v �q �L o 1" = 20' No.43090 BY. DATE. MAR I ANNA o Inspector � Exp. 3/31/04 Date: � /4,5L DEPUTY RONALD J. CTOR PARKS� PUBLIC WORKS TRACT 24187 J, ICH EL A. LMAN Q VERTICAL f C 1 I �� LOTS 1 ". 13 Ss .` 92 ~ Date Completed 1lF pF A`lE�� R.C.E. No. 090 Expires 3-31-04 R.C.E. No. 19744 Exp i res 9-30-05 �'r1 -.9B9= a N/A PRECISE GRADING PLANS PHASE III SHEET 1 OF 3 78 79 80 81 82 83 84 IN I N 52-- 3&-6E)2- 85 1 _ I I ;n 2: 1 SLOPE 06.3 n G 03. * -� * FG _ 1 o► 04.4 05.5 n 04.1 ;n 04.7 FG r' 41 FIG t FIG 44 01.4 cv FIG _ * A as as \ rn r 44 C14 C4 I - \ 03.2 FL r N FL 04.7 N _ - _ FL-Ff' / /02.2 r I "� - - * 1 1 I o - - - - - - - 04.7 FG 6.5 •/ - I 1 FG o ` / 04.1 N= 6.5 / • // �� /1 / I ' FL I � I \1 5 02.9 03 / 6.5 _ 05.5 06.3 06.3 05.9 FGFG 02.9 02.4 1 - .1 88 FG I / 01.4 .5, FG 6.5 •4 04 z 05.5 6, FG FG FL / � r FIG FG 1 91 G I FG 03.6 I�.. 3A I 8.79 B- 02. 03.5 FL I "� 1 04.8 05.0 z 05.5 - O / I z FL FG 02.8 04.1 z _ ©02 FF=1205.2 Z FL 87 z FL 86 00.7 01.4 FF=1203.4 1 I z ' FL FG �1lz 1 C-R FL FG B_ PE=1204.7 1A-R 92 _ - I n �l �I 00.7 PE-,202.9 � 1 I I aK 1 ,A FL z 1 Iz 0 ie o0 FF=1204.0 I � 1 0 - o EFF-1206.0 ' FF=1206.8 ? r I 0 z FF=1204.6 I - OPEN SPACE FF=1201.9 �e1 0 •1 .r PE=1203.5 «� 1 _ 1 _ 1 PE=1205.5 PE-1206.3 / K O z . PE-,204., s l, M 0 '`a _ .2 LOT 1 PE=,201 .4 I - I15' / >� O 1 �O 0 0 .4 FG02.9 2 G rI15, - I 8.62 14' 1 O � I 3 1 O 01.9 I�. o O 1 1 03.5 n I . 05.2 I � 1 O FL-GB • o o FL c 00 FG I - 1 o N FG• 03.9 1 3.0% 04.4 •4 I I O6.3 11.67' �h 0 3.0% / 1 4 03.1 03• I Q 1 u ( FG 06.3 0 .1 6' F. 1.2 .2 5' 1 I r -� O O FG 03.0 FG 04.50 O FL FG FL-GB 00.2 01.4 G 0 - I .5 II 02.70 �! 5, FG =1 3. \FLAB =1204.1 0 1 FS •5 0 6.5 6 FG GF-1 . -- - IFL-M FG GF=1201.4 8. 9 o FG .� ___ -- --- ---.._. ---- -6.5 -� 6.5 -- �"i--- K 04.4 k 05 1 - r 10 4 16111' - 5 M - - - 02.3 --:-- t3- , 1t 02.9 03.4 "• OD FL `� _ c,� FL-G8 FLS / r FL-GB In / _ 0 \ ao 1. 01. 04.35 F -GB FLAB �� w ,. 8 g N 03.87 / S 1 10 FL-W , \FLAB g 01.68 1 N 02.49 02.84 1 C�' 0 o �+ /FSN \ FS - + \\ a r - 0 01 1 FS - I FS cV `~ 99.43 / \� N FS• / N FS \ - N 04.1 N 04.55 �, T I \ - FS 1 01.44 01.84 / 02.67 03.04 �S I \ 99.81 ,i �, _ .� 6 'sa' 56.50' 56.50 41 .77' I I FS 1 .2� 56.50 5fi� 42.6 w S � w S A N w s -- w s �---, w s / I s / w S .., ,.T:. �. r t .. \04.04 I.01.98 .55 in 03.24 cp TCN Qo �. 99.92 ccoo o OC'40 • so TC V- fD TC o TC O n ± N r ID M ly N ]i (V ; / 98.87 o rc ,� �, �, II TC + c t cv 21+00 - - 21+9 .52 as 19+00 20+00 w� - � �- - _... - . -I - pqk IV%X !VC C-* ...._ :._. .. _ a _. _._._. . - _. o, �o 02.45 so ro 03.84 01.90 1.30 0 + it . . r WA II 03.10 N Nc + _.. .m... + II 6 F.H. + II C ; m _.....-_ C+ �, 55.25 5 .25 S w S w 17.8 C . 51 .54 S w 38' S w -� S w - -0 _ - - - - - - - - S TIC -� - - _ k 03.73 - - _ 5 2�- -6 . +' 01.60 ,�•3x" 02.73 FS .20 • 1 M agogoo / 00.95 / FS 02.41 '� " $ 02.92 . / 03.96 I FS _ FS ni. 01.78 g 1.t $ �e $ n 41* - 99.1 S - _ 1.35 FS \ - �o- 02.8 FS 1 O/ M FS \ ''d'/ `N`' FS 04.2 c�i ci FS \ r.�.= o a' 1�•y to O FS ! 1 `'' S / N �?' 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I 2 M 3 oO Qo A 18 o01 OPEN SPACE 3 f "� 1�-R I C- 4 z 1 z _ 1 �e l In LOT 91 OF $ I 1 - - FF-1205.1 1 FF=1205.9 o I `� TRACT 24187-1 I 1 I - FF=1203.9 10 f PE=1204.6 - z l r FF-1203.3 101 0 � 04.0 _ 3A 01I PE-1205.4 ~" PE=1202.8 1 PE=1203.4 •8 FF=1204.5 •0 FL 1 11 K o I - 1 i _ of r I`� FF=1201 .7 I � � � '7 z 3B-R 1 .� �• PE-1204.0 I I • I PE=1201.2 G FG•8 .6 Q3• 04. 04.6 1 fi.2 0 I 1 03.4 1 04.0 FG G FF=1206.7 00.3 - FG 03.4 FG z 05.4 .4 _ I I " FL N-02.1 02.1 5 FG 5 Nl; / " FG �e = G PE 1206.2 r I`" I 01.210.9' FL I_ 02.8 - _ 04.0 * o c•� FL•7 _ 06.2 1 I F 01.2 1 0 •I s FG / - FGPO $ G � * / - FL - � �"1 � o z ` - is �. � 4 FG t FG \ - / c) V 1s -FP . / 04.4 `� 6.4 P6 I � g �� 1 � V-05:17 z - - FL-+P 06.4 \05.6 .9 � / .5 $ 04.4�+ .2 ,0 05.6 TS FLAP FL 9 Z 05.7 0 I - * 03.5 �-P r TS TS 55.25' * N�� FL 0 TS 55.51 ' 55.25' 55.25 �' - - - - N r 77 S7• TS 06.0 0 2: 1 SLOPE V FL v 02. TS -- cryo 0 a, a W U U.1 X fl UNDERGROUND SERVICE O ALERT t•LANNINa ■ DEDION ■ CONSTRUCTION 20 0 20 40 6 z Q Ir C7 CALL TML �E 2�s"z ROA,WM 400 GRAPHIC SCALE > 1-800422-4133 ' T�'LA'CAUF *M -*M CONSULTING SM.e°r�AM • FAx sos.676.7240 - www.FW.cam o LD02-020(;R z Q TWO WORKING DAYS BEFORE YOU DIG DES I GIBED BY DRAWN BY CHECKED BY Drawing No. o CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE Q�0 F S S 1p�,� MAN RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS A. JIMENEZ A. JIMENEZ 0 M. TYL HORIZONTAL `���D c� jr�f ��a� I ans Prepar der The Supervision v i s i on Of ¢ Contractor a 'y =_ P P ACCEPTED BY: DATE: G /'0L MAR I ANA 2 0 ' 1" = 20' W No.43090 ^� Date: �"•�,� L DEPUTY DIRECTOR OF PUBLIC WORKS - Exp. 3/31/04 RONALD J. PARKS R TRACT 24187 Q Inspector �x VERT I CAL sf C 1 `` ti� M I AE A. jCN �_= LOTS 1 - 7 k 86 - 92 0� �f,.;:=.�ee�_= SHEET OF 3Date CompIeted N A Fp�- `�� R.C.E. No. 4 Expires 3-31--04 R.C.E. No. 19744 Expires 9-30-05 ,,� PRECISE GRADING PLANS PHASE III 2 � I � r r r ago r do' dop 5 +00400 �~ �. .� fjP0 DRIVE y CA TC 9e w . aoNk, � 09.67 00 TC -r 07.87 r ..-. TC r r s '�'3 � � � 11.73 r � 400w r � 11.13 O FS ►"M - 06.45 ,� 0 6 7 r - o ao \ TC s r r 09.32 N - 12.0 S r 09 04 FS \' ro 13.0 FL-GB C101. 7 N �' s r 1 "' O9.e \ N / - 10 4 ^� 07.74 I ,��A/ t° FL / , �rO �� 11y Zr 07.4 K Fs \ / 10.8 11.9 5 .10 05.07 aD I 1 FG I 1 .9% - o,' TC f 06.1 9' _ 10.9 0 3• Oo �►' - a TC 00 2 9 �o N 1 13• GE`12 <-)l %- S.9 FG0. I o_- �7.e 06.9 FS w .41 c`'',� FL-B 09.6 10.9 FG � 1 I I FS S FS \' 08.8 \. FL-M FG I 'o \`�►I� F 1Z 05.9 -s• s w 06.6 c� 3.C'� '44 16 06UD \ � �' 00.1 \ .� I 13 05.7 .3,5 �► a \ 6 b FL o, o FL `�' 05.30 �0�`3 07.6 N 1 rc) I FG FS `ti 1•5 •�- >�eFF=1213.7• - 1 06 - t C 08.1 - 13.2PE 1213.2 9 �`� FL- C G =12 - 1 g2R 06.7 \ 06.6 ` \` FG - I FL ' FG G 07.3 FILa, 1 I 5 13.2 06.3 8 0,\p S. FG \ 0 .1 EFF:=1211.4 10.9 7• FG 07,g FL G o GFS 120 $ Z 1 PE=1210.9 FG 12.3 .4- \-L \ 7.4 ,� 10.9 F 1 FF=1207.4 •� ' 14 5 2 I FG L F \ / S• .4' 07.4 �, z car 11 1 10.3 v 0 C.;� I - PE=1206.9 FG $, 07.7 ,� •� 3C ,1 FL - n� � • / h �► `. . 10 O` 10.1 /1 2.9FF=1210.6 1+ ,�� , - � 2A - _1209.1 09.1 FL `-". ci1� FL-FP I \ \ -� �1 ewh � Tc � PE- FG 1I06.9 Q) ►-' ;n 9• F , -/ ? / r � FF=1208.2 07.2 r © � --� - r 10.6 I G - I \ / 1 C v PE=1207.7 FL ` 1 09.1 08.5 N °'. FL-+F . No� - \ FIL fG .7 07.7 _ FG *0� 1 0 FG 6, N* 1 '�' �p 06.7 I FF=1207.9 _ 1 qgi •f \ ?�• FL-+P ,;- 07.4 PE=1207.4 I .2 9' ` 06.5 0- ��• \ FG - j FL 08.9 .3 ^ 07.4 07.0 ,\ ` ` - FL-F�P \r \ b 07.0 /FG FL C-4 07.5 06.7 moo• _ �� \ k� 07.2 - . � � - FL o \ e' \ •� o \ z� \ Z►OZ� a \ �6` W \ Zro E CL N O 0 C14 O ca 3 v rri 0 c� CL rn w 1"=20', '^ a W cn U UNI)ERGROUND SERVICE w O ALERT PLANNING ■ DEsr1AN ■ CONSTRUCTION a 20 0 20 40 60 Z CALL TOLL FREE ■ ■ ■ 2"M 1,� sura 400 su400 1-&M-422-4133 A,CAS 92501--46N GRAPHIC SCALE CONSULTING 9.e7eAM • FAX 909.676.7240 - www.RBF.can J O TWO WORKING DAYS BEFORE YOU DIG LD42-020G R Z CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK p F E S S Jp DESIGNED BY DRAWN BY CHECKED BY i SCALE QR " RECOMMENDED BY: DATE: �� CITY O TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No.A. jA. JIMENEZ A. JIMENEZ M. TYLMAN o Contractor HORIZONTAL ,�`� `��� ���� �� Ions Pre ored er The Supervision Of ~' y ACCEPTED BY: DATE: 1 z MAR I ANA '� � �, No.43090 11A - 0 Inspector 1 _ 20DEPUTY D I RECTOR OF PUBLIC WORKS Exp. 3/31/04 Date: �Z- RONALD J. PARKS TRACT 24187 VERTICAL Jf ClI � 3 A A. TY A s Date Completed 41 _---....__ LOTS 8 13 F �� R.C.E. No. 43 Ex res 3-31-04 R.C.E. No. 19744 f�, �98e o N/A 4F C 1►�� P i Expires 9-30-05 ,,� PRECISE GRADING PLANS PHASE III SHEET 3 OF 3