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Lot 1-5, 17-66, 70-122 - PreciseGrading
LEGEND PROJECT SITE PAD ELEV, V Ill B TOP OF CURB 0000,00 _4111* z A C 133 5 T.C. •�z CATCH BASIN C.B. Rte ROAD 15'TV. 15'17P, FLOW LINE F.L. PRECISE GRADING PLAN 5' XPi C 5' 5' C T D 5' D HIGH P❑INT H.P. MIN Nf� MIN MIN MIN IeIED 9 VAS` H FINISHED GRADE F.G. Z 4 FINISHED SURFACE F.S. z � VIA RAMI 94 • X: 9�0 z z N • � PAUBA GARAGE FLOOR GF 0000.0 PROJECT 67 b PAD ELEVATION PE 0000.0 SITE m Z � g�E mX g g � ROAD FINISHED FLOOR FF 0000.0 1px M �0; �Mx N • $ WATER SERVICE W a • 87 2 SEWER SERVICE TYPICAL SIDE YARD DRAINAGE S °+ '6 7z " s �' PID P1C0 �q� AIR RELEASE VALVE DISTANCE FROM FRONT PROPERTY CORNER TO HE GARAGE " n n 79 + RA CORNER MEASURED PERPENDICULAR TO THE PR PERTY LINE. °0 FIRE HYDRANT ` Y • " 117 w °, in e .� • ,+ 11e WY. 79 DRIVEWAY .. M •' ,,: , � 1° 7 I's 000 STREET LIGHT 0-� �' �� �+ 16 ° To SM Di£m SLOPE II n ' n VICINITY MAP +o EXTRA DEPTH FOOTING �i Ml T'( . � �� � T 43 f7 13 - �.00x `� 107 NOT TO SCALE INDICATES AMOUNT OF O CMA<� (NP) • ' +• • �� EXTRA DEPTH F❑❑TING rbc. P�-�• 1 .o � • `� " • • n f• � IRNIS GRADING N ACCESS RAMP StwA.w y�7EWA�1 _ � buTftR36uT?gR 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, • ' AS AMENDED BY ORDINANCE 457, MAIt_CdX LpC,ATION DETAILP0.1 I�OX ON OETA1l., NO. 2 37 LOT NUMBER X❑ NA T,4. M-T S. s a ' 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. 36 " n DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE INDICATES MODEL CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. 12' MIN, ABOVE PAD ELEV. UNIT TYPE 4 3. MAXIMUM CUT OR FILL SLOPES = 211. B INDEX MAP © 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL INDICATES ELEVATION ROUND OFF TOP SCALE 1' = 200' FILL SLOPES OVER 5' HIGH. WATER BLOW-OFF P/L 5ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 5' SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY. THIS LOT REQUIRES A BACKWATER VALVE 01PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS ' PER SECT. 409 OF U.P.C. PER APPROVED — ® LOTS INCLUDED OVER 1' DEEP, WATER AND SEWER PLANS. ( NON REQUIRED ) T I} 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH SECTION B — B GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FOR REAR YARD SLOPES GREATER GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. THAN 5' IN VERTICAL HEIGHT 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. VARIES/ VARIES/ 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 6' MIN. 5' MIN. P/L 5' MIN. 6' MIN. ONE FOOT. 3' MIN. 1' 1' 3' MIN. 36"x36" MUDSILL MIN, MIN, MUDSILL 35.00' A.C. PAD 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS ❑F ` V THE PRELIMINARY SOILS INVESTIGATION BY, 36 x36" 37.00' TWO SETS NOFRS HECFINALTCOMPACT ONANTS EDREPORETABSHALLER 23, BE 88SUBMITTED TO THE ••': •;.. _ A.C. PAD • ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 12' MIN. 12' MIN. 37.00' MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 36"x36"" ANCE WITH THE REC❑MMENDATI❑NS OF THE PRELIMINARY S❑ILS REPORT,2% MIN, 24 MAX. 6' TYP. 2% MIN. A.C. PAD SHEET INDEX 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 21% MAX. MIN. 21% MAX. Lj DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE S E C T I❑N C — C REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, THIS INSPEC- o SHEET 1 - TITLE SHEET TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR SHEET 2 - PRECISE GRADING PLANS, LOTS 3-5, 121 k 122 EACH LOT, g M SHEET 3 - PRECISE GRADING PLANS, LOTS 17-25 & 97-102 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL V* SHEET 4 - PRECISE GRADING PLANS, LOTS 26-35 k 92-96 SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE P/L 1 3 SHEET 5 - PRECISE GRADING PLANS, LOTS 36-44 & 86-91 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 5' MIN. 2 SHEET 6 - PRECISE GRADING PLANS, LOTS 45-54 & 80-85 EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO - - 3' MIN. 1' SHEET 7 - PRECISE GRADING PLANS, LOTS 1 ,2, 55-58 & 71 79 THE APPROVAL OF FINAL INSPECTION. MUDSILL 6' MIN. SHEET 8 - PRECISE GRADING PLANS, LOTS 59-65 & 70 MIN. SHEET 9 - PRECISE GRADING PLANS, LOTS 103-120 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 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. 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 211 MAX. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 2% MIN. 6" MIN. CUNSIKUCIION NODES & QUAN111Y ESTIMATE TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 21% MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SECTION D D TYPICAL OVERA L FOOTPRINT DIMENSIONS NO. ITEM QUANTITY UNIT 15. ER❑SI❑N CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE l0 LOT GRADING (107 LOTS x 15 C,Y,/LOT) 1605 C.Y. PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER SCALE 1' = 20' 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS 10.00 SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- A 9/22/97 RaF 7Yiae Tp4ors (v0-G� Pcor 1r co7 -a/fig ,G3-3- ECEv. �� TIONS, 15' ON CENTERS, SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE G5- �0�11 PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER Under round Service Alert BENCH MARK U.P.C. CHAPTER 10.R. Robert Rein, IFilliam Frost & Associates MMTY IF RIVERSIDE 8X Na T-29-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR PROFESSIONAL ENGINEERS, FLAMERS t SURVEYORS 2 1/2' RtASS DISC DV CONG CYLINDER U CATED FROM THE DVTERSECTIDIV OF FRONT ST. OWNER/DEVELOPER TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 27555 YC RN, STE. 40DOTRM G. 92591 MID RANCHO CALffTRNIA ROAD, 18 MD-ES ON RANCHO CALD IRNIA ROAD 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE TOLL T CALL LL FREE (909) 676-8042 , FAX (909) 676-7240 1-8TOLL-4133 TO THE 1NTERSECTHN OF RANCHO CAL IA ROAD AND MARGARITA RGA41N THE kV. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CDR- CORNER IF TIE INTERSECTION 1' E IF A T DAPIIN( FENCE, 21' x 16' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON RICHMOND AMERICAN REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED,- MUD M LkF. GAS VALVES, 40' k PP. On) 94' It or TIE CENTER K 17310 REDHILL AVE. , SUITE 320 TO THE CITY ENGINEER F R REVIEW AND APPROVAL. : 114 Q� as OF RAKHO DLMIA ROAD. FIMWXSS POST SET I' V. OF RMT. IRVINE, CA 92714 .I- Two WOFtt'C I NG DAYS BEFORE YOU DIG AU DATE11 13-82 ELEV. u2&410 ® �-D- 9��7E�&KTPD6 — 03 GR' Uj CONSTRUCT ION RECORD DATE BY REVISIONS DATE CC'D BENCH MARK SCALE QRpE E S S loy DES I GrED BY DRAWN BY CHECKED BY CITY 0 E TEMECULA Drawing No. � / t ROF REV/SED FDOTPIP/N7 LOTS 4.3Fg9 • -� �o ` A. JL ADEL S. CASAO JL RECOMMENDED BY: DATE: 4�-� DEPART��ENT OF PUBLIC WORKS � •��"� i� Ir�f'= �= P an repared Under The Supervision Of - rr j Contractor MODEL ELEV LOTS 40 �4 HORIZONTALS � ACCEPTED BY: _ DATE: SEE ABOVE AS SHOWN W No.43090 TRACT NO 24133-5 N Inspector t-�'!Ir R8f iR*�m1wr LOT ID2, Rev. w1epE ,z d 'e PR I NC I PAL E G I NEER, FOR C TY ENG I NEER ELEV• LOM 0, 19 wl Uy-1•se . Exp. 3/31-00 ! M I CHAE A. T YLMAN Date: S STEVEN W. CRESSWELL r7 VERTICAL sf c j�,� . PRECISE GRADING PLAN Date Completed 2-r9-97 R$F Rev.Hot ; .ctt&v-tolS ae �3-�c. (00,10 �lF OF C A�� R.C.E. No. 43090 Expires 3-31-00 R. o.C.E. N47180 Ei12-31-99 TITLE TLE SHEET dos-tog to ^"rn at . NSA —Expires SHEET 1 OF 9 o PLOT: 4-16-96 JN: 400966 17 SEE SHEET NO, 9 PE 1200.5 9,I 6 1 53.34 F1-2]0 6 -400 30' 30' PE 1199.5 20 10 0 20 40 60 _ 10' 20' 20' 1 110.32' F7_21 GRAPHIC SCALE IN FEET PE 1208,0 't • 8 �t.,,, �N v N .- IV 25 0 44 zo Q - _ 108.47' 52 t 71 G 16' ' 16 �' _9 w 31 PE 1208.4 ❑ . ro ru T1 -v PE 1194,4 W rN ~ �D co n N N o U 8 ;. 779 '1 �� /0/10 92.7b O w RIW r0 o- r o �T �G , RIA — 101 N ALMSo C❑RTE — — �`�• `' � Z V F 51 .80' o 53.80' N 9B3 C14OG 10 1204.8F �o ' F I � 99G1 10• 1202 2 2R A �2 GF 1199.5 .0 .Z o 10't FG 1R 04.6 0 PE 1206.3 .Z - 3R FG SO � A ^w -- 1 t g9. A 1204.6 FG31 EE 1205.3 © �, PE 12020 � 04.6 PE 1196.9 V PE 1199.3 FF 1202'7 FG FF 1200.0 = FG 02.0 91 •% 99.3 FG Fc 99.3 F •,//.P FG 02.0 FG cn //'9.0 l « A F.L. p.P 12,o17 g Q Otr�p 57.03. 57.03' � 9.23' 59.23' �IYJ rn Under round Service Alert p N — CALL TOLL FREE Robert Bein, William Frost & Associates MONTELEGR❑� _ PROFESSIONAL ENGINEERS, FLAMERS t SURVEYORS — 1 -800-422-4133 2755511fZ RDAD, STE. 4Wo I]EW G. 92591 (909) 676-8042 , FAX (909) 676-7240 LD96– 037 GRco Two WORKING DAYS BEFORE YOU DIG _ w CONSTRU,r.'T ION RECORD DATE BY REVISIONS DATE ACC'D eENa-i IrU►RK SCALE O Z F E S S 1 pH l OSNGLe�SABE ADEL S CY DRAWN BASAO CHECKED BY �' CITY 0 F T E M E C U L A Drawing No. _ _ O RECOMMENDED BY: DATE: 4'� DEPARn'mT OF PUBLIC FORKS Ln Contractor HORIZONTAL � jrli�y �= Plans Prepared Under The Supervision Of M W No.43090 T ACCEPTED BY. DATE. Y-X•- ?'f TRACT NO . 24133 – 5 Inspector SEE SHEET NO. 1 1 20 °G 'e Dote: L PRINCIPAL ENGINEER, FOR CITY ENGINEER N P Exp. 3/31-00 STEVEN W. CRESSWELL Date Completed VERTICAL sl'l Cl v I\- ,� MICHAEL FYLMAN PRECISE GRADING PLANS d N/A F OF CAV.X R.C.E. No . 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 i LOTS 3 — 5 , 121 AND 122 SHEET 2 OF 9 b PLO-i . 03-04-96 JN: 400966 104 `O PE 1202.8 �V CP 20 10 0 20 40 60 96 GRAPH 1 C SCALE IN FEET PE 1195.1 �"s S\(j 1199-63 d'. _y ho 114 PE 1201,4 �c p PE 1202.4 09• 1199.68 A 9� ,x, 8 T.C. �O .cJJ, r'19a, 6, ,rC,9 ,lc � a'• 03' l 1 199.40 9B9 38- S O \ T.C. c FG t� �,A 115 VV 0 98 •� . 1193.61 s� ,44 � �, � PE 1201,1 V N � 6' �� 119 �c 9 7 S \ rt0 , i 99 O, ,yp F.L N- c 97 FIG 94.7 /O' q 98. - 1 • \ y 97.9 , 7. 8.9 -- FC 101 99. T.C. 10` ,2QQ S 10 61t t FG 100 -- FG Pf �201•Z 116 ❑ op PE 1200.4 1 '"c c 9 198 S _ 1194.7 \ -_�' � ❑ PE 1198.7 PE 1199. fv 'pFF 1200. I c c,� Fc e F F 1199.4 .Z F� 02 O 9 , 4. T.C. 9 7199A C• 119 6� `� '� 3R Fc 1R GF 1198 8 3 T. C. 1b 94.5 93 50, F�8 10 14 ' GF 1198.9 .1 GF 119 .9 qq.i No �g Zg' 1198. 7 8.7 ' S' FL, 3�i�' T.C. 117 132 t. 99. 1194.95 1185 �,�' Fc 97.B FG PE 1200.6 7 \ rn PF 1195.4 T . . 9' 9`� ' Ff-G.8 FL,(�6 � 00. 6350 -�pp C,c� ,� C •• "� � 119 � .5 1 6� 63.50' Bch r 9 64 C35 •� �`9s 95.71�g6 00-p 11 96 c g sI 96 O r` s 1g6 . ^ ^ 118 cP O G,r V v c' c - -- % J1 ,S. •� a •.�' ,tPE 1200.2 \� •\� .\� FC9 �R 2 ' 9` a3• \10k6 �9 BALLENTINE 00 FG- �/9 �6 p A c'4 ,�0 . � G/' 1 a3 00• �s. b 9 .��°��,� G• .�o,�o G- "` � 9 ' ��y �'e ��-��, JI �� G st 9 • - 4� �e 5� � d ss� � F6.e � II9�S � I ,a• '� 9)i co `�, � 9 f 5 �� . b� e�y• °�h. • � � F9�3 Y 43.00 9 9 43.00 40.50 6.0 0-4 •/ 9�/ �iF FC 98.?f 7 A �_ ,96.8 .\` *•t. 1198.1 FC 95-1 � r' u•; ° 9e.G 12 6 � .'� , � '�- 119 c \ pF o0 9G.g .��9G FF 11193 % s7 9 3R •/ � GF 1198.7 `' 9C.3 L' 9G0 9FG41.c. \ GF .Z � - A �' ; O PE 1199,9 -c ,�,•s 198 Fc q o 3 9 3R 7.7 c. - - - GF 1 99.9 9e.J 99 •�• , A GF 1199.399.1 98.5 FG -- 1R •/ ' � d 99.7 7 7t = � PE ' � '� FF 1197 9 � 0 •/ C 8 19 8 'c c 11986 1-* A"' 0 PE II 98 g7.3 �y \ • 2 2 F 5 FG• �ig� 9j F 11992 PE 1199.7 F 9� 9 7t 7i s8 6PE 1199.1 FF 1200.4 F 2 '\ 0 FC FG5 FF 1199.8 18 FG ,� ,`G �i� 120 `, 98.5 ❑ PE 1199.5 99.7 99.7 ��• 7, .y, FG FG FIG FG ❑ t.l. IZpO �'` A\ -P w + h 30 1 r 99.1 t�+ N fG. O FG d F.L !<<'� O�G 53.34' in UIII. -71 O�. 50.76' 1 4.7B'AC �1( 55.87' 16 2 Underground Service Alert 6.54, 50.05 15 PE 1194.4 ND' PE 1191.2 c S 0 14 S�C 13 PE 1186.9 CALL TOLL FREE Robert Bein, Williom Frost & Associates PE 1184.9 PROFESSIONAL ENGINEERS, RAN ERS k WNEYORS 1 -800-422-4133 275 YU Imp, FE. 4M*TM A CA. 9NI (909) 676-8042 , FAX (909) 676-7240 QLD9Co - 173GFZ LD96- 037 GR Two WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKUj SC Quo 4 E S S 1 pH DESIGNED BY DRAWN BY CHECKED BY CITY 0 E T E M E C U L A Drawing No. � JOHN LeSAGE ADSL S. CASAO JL RECOMMENDED BY: amt DATE: 4-�1-?� DEPARTMENT OF PUBLIC WORKS Ln HORIZONTAL � moi\\ A [ I `- Ln Contractor h mac, Plans P epored Under The Supervision Of M r-1ACCEPTED BY: DATE: 4 Jb 744 TRACT NO . 24133 - 5 ' W No.43090 Inspector SEE SHEET NO. 1 1 20 Exp- 3/31-00 -40 111 1L . Date: I PRINCIPAL GINEER, FOR CITY ENGINEER i _19.97 I Irv- mop-=L roLzv. urns 2a23-zs2iloo VERTICAL f �, 1` \ MICHAEL TYLMAN STEVEN W. CRESSWELL rn PRECISE GRADING PLANS Date Completed It-f-9& "r r v. P4PT W4T LOT lot MOVeL 12 q(, NSA OF C A�\ � R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 LOTS 17-25 AND 97- 102 SHEET 3 OF g 61�N, l.o TS I1b, 19 lei . b PLOT: 03-04-96 JN: 400966 SEE SHEET N0, 9 l� 06 \ o`' PE 1203.2 PE 1203.0 20 10 0 20 40 60 GRAPH 1 C SCALE IN FEET 33•s� . 10 33-09 33 >< f 33.09' f V PE 1190,6 •W $ - • 41 Ln O' • • Sr � N 9�-� • 119 I,s �•i o ,} l 9', 9Z l/93, 't 101 �J Cl 4 CD ,� 9� fj 9, ii93o v B 94. 1119931 4 6t 93.3 ------------ � 95.1 g'�. G ' �$' FG 'sPE 1196.0 9 ? 4 O 3.3 r 95 95.1 S�V f FC 8't Fc f G ge s 9, P - 195a F • ��•� � 1193,3 � PE 1 5.a '� pE 1194.2 FF 1194.9 1 Or" S G,r 94 g fG 1188. 17 \ 119c?6 i 93.3 q6 2R Fc T .C. sj. 4V1 92 70, % 1189. 1 '� Y 1 G 1 �c �c 0 G!` 1193 S 4. 3 q 195.3 Or" 93.3 94.2 0 gg FG 9Z S 2 FG GF 1 94,4 10, 10 g5G1 o, - ;Z' j.O 94.2 94.1 63,50 e� PE 1189,6 ,s rf W, ) 9 o 63. O 2 0 So• � � � 9 g��9• ° o' rn / v- v \� I O� 11 90• g f 63.50' p- �� F� � T .C• h �° S 1189 42 'L ,3 I 100 9�0 �,� c-c �o .� '`� �,°� .S 9p 0 90 04 ° - BALLENTINE 90 s 190 I 6Gj R3 �i E 9 DCb 90 0 �'�'� 90 \ � q �� ; . 3-oo, 5 ��°,� G• ti6 $ ���,�v .,,,• �� 43• GF >> 3 N _ 25 c- o �4 G 43 c G' �v P PE 1196.0 S`S, i" .�. � �F 1190 , `V S 1914 � • 9�5 � � ��t . � �_'`'' 6'��'F• 93 V 9'3 9 4 F 4�6- 'Zb o O �• � � �� - 9 .s 1191 6 '� � 90 •9/o ca �� E• \� 0 AN � ��$, 4�., , ,\ Q ,c-�iG.B ^i wi co 9 F F 43.00 A 43.00 43.00 :L L•,G 95 0 44.1 4 6 8 F 1 - 9 �� f 90'� 9> >• B GF C 5'' 92. 1 ; ;9 GF .6 A ? FO 119 L-GAL 94.A 83.2" GF 1\ .( 4 P � OF 1193.8 °` 9r-a g3 � I• 3 3 91 7 G F 119 .6 93. 1 •j .¢ 2 s ��• Pe \ ; �� A 2 7 h - - 1R cv �' '°' 93.5 7 7 r fG pE �, 8 9� FF 1191,8 0 4 29 FG Ff '_C4 z IIg2s / 3 -- -- 1 94.2 9F.G- / �c8 FF 1192,4 , I I � Z PE 1193,6 : Ff 194 9 NIL 11931 e PE 1193.4 . FF 1194.3 O `' FF 1194. 28 g FG S_ 1 � l•� g4.8 o N 114•` °��. FG 6 93.6 9FG6 fG I•I& 4 FL ' 93 r .4 FG g4' o •/q __ 92.4 �' FG 30 fG 512 1� /•�• ❑ --- /•1• -- 1194.1 �b s LA .4. cy g /191. -++ 1 .74 s5 //9.?3 . �'?' '<<�y Z N 93.4 >tL.�N. r+ rrr 92,4 FG L+ 55- 12' g � �/9J./ g $ A• 55.12• 34 c. - f 5 55.12' 5.12' Underground Service Alert CM OPEN SPACE CALL TOLL FREE Robert Bein, Williom Frost & Associates PROFESSIONAL ENGINEERS, FLAMERS t SURVEYORS 1 -800-422-4133 27556 YNE7 RK, STE. 400*TDEUA G. 92591 (909) 676-8042 , FAX (909) 676-7240 LD96- 037 GR 010 711110 WOWING DAYS BEFORE YOU DIG Lj w CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC D BENCH MARK SCALE o' F E S S I p , DESIGNED BY DRAWN BY C!-Ea(ED BY CITY 0 F T E M E C U L A Drawing No. o ! JOHN LeSAGE ADEL S. CASAO JL DEPARTmNT OF PUBLIC WORKS Ln / RECOMMENDED BY: DATE: Contractor HORIZONTAL y �� A I`!i'y �`� Plas nrepored Under the Supervision Of i Inspector 1 20 Dote: ACCEPTED BY: DATE: TRACT NO . 24133 - 5 p SEE SHEET NO. 1 d No. e PRINCIPAL EN NEER, FOR CITY ENGINEER N i� Exp. 3/31-00 STEVEN W. CRESSWELL VERTICAL s, �IYI` ,� MICHAEL TYLMAN PRECISE GRADING PLANS Date Completed N/A 0` OA`1E0�� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 i / LOTS 26-35 AND 92-96 SHEET 4 of 9 0 PLOT: 03-04-96 JN: 400966 55.12' C/G 55. 12/9/. .Q �B FLS 8 c 55. 12. -G 55.12 f.L•, rn N w • o, F.G. F.6- �•% . N i 90.0 7 o G FG 92.4 92.4 $_ 90•a - - 7 r G -� 99 f� 41 FG �42 44 F.G. .-;fit 2 • '��► I 9 G t PE 1190.8 41192.3 1191.6 '/ PE 1192.4 f G 1190 0 ❑ FF 1191.5 FF 1193.1 r F F 1190.7 S h PG I•'1�891� �` . �, � I 9oG 6� � � 43 s2.4 20 10 0 20 40 60 SQ �O, f EG ®FG O 4 - "� ' 3R Fc >>69 9 3R 4 a 8 0 q 7 GRAPHIC SCALE I N FEET _ ,� I PE >>�0�D 1 � � F[�� � I h S 9/.G ,,r ,3cj FF ,� p, ` -9/4 GF 1191.8 GF F�%Ga % 45 4,, I O Sg 9 1 .5 \ l` GF 1191.0 1192.6 ❑ FG9e.4 91 .3 g PE 1193.3 190.2 5 0 3 f ,mac.G 90.7 FG w.FG / `, �„ •3 , 8�'�p. �; i 9 89•� FG .e rn -�;�• � � x,t,1. OQ \,gip o. _ R _ �' D ! 0 ti 43.00' 43.00' 43.00 45.00to , h 3 6�. �� 45°° '` .���' c. 1,69 C' rAL oma. a 0 8 f C. BALLENTINE x '? 1187.45 7788 r'C• lc 8g 1189 G' � q, <v F E' � v 4-41 It` E 1187. 14 6. 63.50' T.C. 87 �7 67 T. .50' 04 4,j �\,'.'�`•\' � �C+ o" "� P qO �• ^j��/ !` � 6 � 90•G - � 9 L W \ � 'ti •y� f!/. ` � � F.�-11 .3 1 9' FG _ \ 9 0 " 1187.06 GF 1192,4 9/.4 FG RAW 19u6 qq. q G 64 T•C. L GF 2 F�;a 1193 3 13 A �°'Fv Q<v '� n�1 h ►.M 0 3R 92. 3R QQ 2 P qP } ®v T.C. 6�`p .� f• "� 9p.2 A i\ 87 - FG A C-4 e\G' 1187.21 470 - FF 1192.9 f- 11931 •�. �.�. 4009 ,� 4 T.C. g �• � \�b �., � • , �• �• -�_ h�; 6 E 119 7' 93.8 �F�` �• m 6 FF 11920 . z 92.2 7' 8 691 3 7 - FG f� r5 ��o►�o ��4�' �� �� \6 �` ` - P� \1\696 /-/. N FG PC10 t 3 0 a 0 � 4 3� � ,.� 9 FG .p F.L. H-P 93.� /� +�► F/9P8 PE 1194.6 .00- o,-c, Q �' 1187.21 6 3 /91.9 t+ 187 .60 / T .C P I , O Q 0j- 14 .Ip J ,t Cb ,/ •,, � f.1.� FFG ��°J'� A � �I CD o 10,ti Q� ti\,gyp. ,.y7 _ • PE 1190.0 C. 3 .3 � \�� fix, EG I.1• ��_ 0 61 0 •� o- � 4 ,' Ste, 0 1188.06 10 B S .0 '• �4 ~ P o `It\ ^4� Qs. y�'' PE 1203.3 NO 0 20, 4�• 00451 JL SEE SHEET ND. 9 _ PE 1203.3 PE 1191.5 e Under round Service Alert 0 CALL TOLL FREE Robert Bein, William Frost & Associates PROFESSIONAL ENGINEERS, PLANERS t SURVEYORS 1 -800-422-4133 2M YC RX, SIE. aeIElM G. 92591 L D 96 - / 7 GR zL (909) 676-8042 , FAX (909) 676-7240 CID LD96- 037 GR 1---- W W TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D �H MARK SCALE Q F l S s loH oES I GNED DRAWN BY E BY - CITY OF T E M E C U L A Drawing No. '/l JOHN LeSAGE ADEL S. CASAO JL RECOMMENDED BY: DATE: 4-L'�r°Xo DEPARTMENT OF PUBLIC WORKS .9_/1,77,777 REV/SED FLbTPRiNT L073 43 �B9• 9 dB-91L ��`�����1\, A• J/�` �� MOLL f1.FV. LPlS 40 �4Z HORIZONTAL Plans Pre red Under The Supervision Of - �s = ACCEPTED BY- -_ DATE: �'�► '�� N Contractor TRACT N0 . 24133 5 1 " = 20' `� No.43090 PRINCIPAL ENGI ER, AOR CITY ENGINEER Inspector SEE SHEET N 1 41 Exp. 3/31-00 Ma Dote: STEVEN W. CRESSWELL � f \\'_ MICHAEL A. LMAN PRECISE GRADING PLANS v Dote Completed VERTICAL r�lF r7FyC1A11R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 N/A LOTS 36-44 AND 86-91 SHEE I 5 OF g PLOT: 03-04-96 JN: 400966 9,.l F& 45.00' P �u � 45.00' Fn ' r53.52' .i FL, Iq w °► rn FL,HP °p o+ N 00.2 P� n FL, SQ FL 9 N 8 11g7.V J �d FG d Z•i� /� ►% WL' HP M - -- 99.5 _�9•b 515.12` V.0 No �► I% FG - 99.7 .5 00.6 .5 20 10 0 20 40 60 2 1} $' gFG 97.8 S2.0G- 20 _ 3 53 FG FG - - FG �� 6• 7' 97.9 g .3 .3 GRAFH I C SCALE IN FE-El O q fG g7 0 FG - FG ❑ 2 2 \ PE 1199.7 PE 1200.6 4 k FG 50 _ PE 1198.8 FF 1200,4 ,2 55 �2 $• 49 0 PE 1197.9 - ; N _ FF 1201.3 w 1197 FF 1198.6 _ � ;F 1199.5 \ 5 I \ 12 7 4 _ � 4 - PE 1201,5 FF 1197' _ 'a I - r` t 99.2 3 i 5 54 �� 11gg. �, 1•�• 1196,2 96 a 97.9 51 3 _ 5 1R 4 5N. 9a-4 3 Q %I% 2R - �S FG A IV FL,68 F P 9 6 o 6. • 9 EG _ FF 1196 o" i .� F 9V 1 .9 A N N A 98.4 , 1, F�'�6 GF 1200,8 4 k• - 3R rsb FL, GF 1199.9 ��• v 4 � A FLS GF 1198.1 : ' wGF 1198. ~ oo. i �- F � j, 99.4 FG N �''�F3 FG��? \°�• \ 9 F' �� 97.6 98.3 -7- (0 R -s i 1 �, GF 1197 2 + Ft oCsB - F 97.5 d1 Ft r 6 rn I IZl W 6 a >> A 1 6 1196' FG , Q 6- � cD � G GF _ r ,� .FL bb 45.00' 45.00' '�► 45.00 Ur Qj J1 F f 9 _ , 15.87 : \ tK g5• 29.41 <n � (C a g qk too ,6 g-1 f 43.00 a h ae a�Qy G y d,• `c !( � _ Z CID Y -CP ^ ARG �, �- ^ W ^ Lj tiles. Fv�� F �• P \ F � 4 �� ��� - o o e.lL 9� •qh'��� � \,# �� � �� 9 EG ��� �c� � � 1193 s '� � BALLENTINE �1 �.�G. N \'• 0' �9 Q F� - W �"'�`G F"v N 11 92' 78 71 4_ 9 �Cy m t R� 13T•C / T C 2 ^ h C A 45.oo' a5.oo' Rl W ah �v• '}l o Z�Q` , ,c 53.50' 50. u'oo' o F993 �• o► _ cv �9'► 9 to \ C) gyp" CQ P�-� 9v FG 5 a� 1192.0 �! h a �, ''_ 1" 951 F 9� \ 51 FG �.4 ` ,4 9,1 N c� 1 / d. a �,[� -'_�. GF 1200 ti� ;• h F qti' r.C. at �_ 9 FG S FL,Gb Q �� \, - GF 1199.5 1� 99.0 2R A g :' 10 GF 1198,0 F pp ` I FL,G6 1192- 75 \� 5 15 GF 1197.1 9` � q�.a N 1 -- - w1N P h �o e• o,U_ T.C. g5 4 Fes,C"� L,GD 2R 99.8 A �A 97. 1\ .I 4 PE 1201,1 82 .4 ti GF 1 191 .23 � � 3 - - _ 4 PE 12002 PE 119FF 1200.9 0 � _ 9.3 ,i °`�.•� 9 FG P E 1196'9 PE 1197.8 F 1198.5 FF 1200,0 A Z El a F F 1197.6 t - 00.0FG F 00.2 1 PE 1192.4 p�cP % 83 ,{ 7 97 8 97.8 .2 99 1199-9 1191 .35 '3 ,�O .�\95� 7 " Fc FG 81 FG 2• ' Ft., H P / 9 io PE Cj62 9 g 96.9 1197.5 1x 1190.42 T C. ,�h F FF >> FG FG t<L,HP 99.-A3 +1 ♦, T.C. �o �a G �Q� G IY• FG ��I• �, d m 2 119V C' '► > g, ^b �_ N CV 1199.0 $, ry \ Ae g� �3 95'G FL,HP g °+tU r� FL, HP InpoLn - Irk 4 ,h \y 45.02' �I• \`��e �� ,i 50.02' c r 31 16. 112 113 S Y sk PE 1201,8 86 .1 111 PE 1202,3 �� cb 40.5s 110 PE 1202.6 PE 1193,1 PE 1203.0 J o 10 SEE SHEET N0. 9 PE 1203.2 Under round Service Alert 0 CALL TOLL FREE Robert Bein, William Frost & Associates PROFESSIONAL EW I WI_RS, FLAMERS t SURVEYORS 1 -800-422-4133 21555 YEZ ROAD, STE. 400@TEiEW G. 92591 (909) 676-8042 , FAX (909) 676-7240 LD96- 037 GR TWO WORKING DAYS BEFORE YOU DIG _ CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARK SCALE F E S S 10* DES I GRED BY DRAWN BY CHECKED w D BY Drawing No. Li .k/ JOHN LeSAGE ADEL S. CASAO JL RECOMMENDED BY: _ DATE: 4'G?-X. CITY OF T E M E C U L A �ARTeT OF K�IC WORKS IS4Ln Contractor HORIZONTAL y \C. i� i Plans P pored Under The Supervision Of M y T _ ACCEPTED BY. -- DATE- -� - TRACT NO . 24133 - 5 W No.43090 -yo A Date: Inspector SEE SHEET NO. 1 20 ce_ Exp. 3/31-00 16� PRINCIPAL INEER, FOR CITY ENGINEER i Dote Completed MICHAEL A TYLMAN STEVEN W. CRESSWELL p VERTICAL sfrF Cl V 1� \0 ^! R.C.E. No. 43090 Expires-res 3-31-00 R. - N 47180 12-31-99 PRECISE GRADING PLANS N N/A OF At\ P C E o Expires LOTS 45-54 AND 80-85 SHEE 1 6 of 9 i b PLOT: 03-04-96 JN: 400966 SPACE 60.4,' PEN s 2 49 56 _ N 03.3 45.21 g G 12o'J•9 0 45.21 c`On �G $ • FL, I% tS / `� // 6 1201.2 \ t° 1203.o 04.2 H 01-9 FL H P FG N � 01 -4� FL,&5 /•/• 03.3 03-S 11 ' FG •-- -- - 'j' • 2. 1201 , FG 03.3 DI.S FL P - FG 04.0 58 55 �,tea o2.4 57�- FG . 01.4 022 FG 3 F FG 20 10 0 20 40 60 -- PE 1203.3 3 ,4 PE 1204.2 5 PE 1202.4 FF 1204.9 GRAPH I- .� _ FF 1204.0 - PE 1201, SCALE 1N FEET FF 1202.20 = FF 1203.1 N •2 I = 59 h . 2 0 1 �, PE 1206,5 4 3. .3 • g: 6't FG .5 pp 'S .4 (, 56 OFC o2 .1 A Q N 1 r: 54 N 1 2R o17 Mi L,C75 N 03.6 A 0.6 -5' A N N FL,C�B 03.5 FG C PE 120 MSN 01 .0 GF 12 _ FG OF 1202.6 5%. 02 8 GF 1204.4 GF 1201.7 15, '5' 03.0 �- 9 n /�V, 00 2 Q G \FL,66 03, C.40 , O FL, FG 01 . 1 FG oL0 FL,CB �.s FG W FL, m - . �, � 45.00' 29.20' 48.00 45\ - n cJ ,� � o� N per•�y 0�.� 0\.,.01 ��t7 Z O'er, F7 0 ���G ��0� G. •�`1��' '�1' �' '��''�' ,5�'G. PE 1208.2 All �-- _ w CALLS OW YC'. R/W ti Cb, � W n �1<� W °q1< 56.00' N ,, 7' o ' O rn - •� O G ' 45.00' 45.00' �, 5.98' 0- D2. � o r vl '��''�' A�� O� G • 01. N FL, y EN TIN �� CO O 101.1 o m L, 03. \ F"y 56.00 F pPK 130L = F�,GB N I 02.4 0' ^ C+B 'C 0 .0 04j �4� 00.6 OFC .5,. 5' FG FLI GF 1204,0 6 FC N o5 p ('h H� �.`ti',<<' Oh G FG _ GF 1203.1 6 • OF o5 GF 1201.3 GF 1202.2 - 5 2.6 o2.-r -3R-\ ;e 1205,2 0 - .cg 3R FL 'P`O FLS p 5 00-S 6 2R4 3. O G. N 3 FL.,C�B 5, 5. FL,6Ps A 3 �i � - 7 05.0 FG A 01.6 0 GF t 00 9 N'.MIN. 78 3 Fc 1 1 GF 80 FG _ I _ a' R O a. PE 1203.8 A 12073 .� i��h pU 99. 1 99 31. PE 1200.2 3 2 N - 4 - PE 1202.0 PE 1202.9 FF 1204.5 FE 1205.0 3 '�► ,� _ PE 1201.1 V 1203.6 FF 1205.7 �+` FLGg ,� ^ s.0°' 1201.8 FF 1202.7 _ FF 5 FF Z 76 Bi C 1206. ' FG 7' 7 Ge 's. o 1 79 1. 02. ) O I OFC9 7'f 03.g 03.8 5' FCO 05.0 10± g•+ FF 1206.9 1 12•i 10 * GF 1208 2 Fc9 g )Cq) o 05 3 of .o FG 77 rzo4.7 os.2 pF 1 �� .�• 2R GF 1208,4 Oh w ,2 0 FG 01 1 �. 1203. 5 F� FG FF 201 o q - 3 $/ 36 - FG FL,CSB 2% FL, H P , 1207 FG N 3 �Oh �.D ... 02.9 // +, 74 8 72 072 _ LD ILI.{� 1201.7 FG 1% p 0/ 1 -P 120=� - �r �3 F A ��' �B 16''- , 13- N v r _ 1207.0 W HP 8 ° s• O E 120 08.2 o ❑ O �- FO NP 17'• _ FL, +► `.�• 8 06. FF 12 8.Q Fc �►c N W "''� `�-- N g O g 0 1 mos 9 FG 07 08.7 1 Ok y N v 3 O / o + 0 P I F 21 0 moo, 46.14' (J pCP R� H 8 FCO E 1223,2 2p - ID' 114.04' G Z 0\� C1 45.02' 45.02 46.54' Fv // N N le p 08 p FF 1208.9 20.99' Vi 45.02' 46.54, S� 120 7' FG 9 ,3 9 f � ...N � FL,Np oe.z 71 �`�� G. 21 ' ^ 20' W. -- ❑ ,� FG 0 O ,1 G� c> ❑ 116 ❑ 114 115 117 " •- '' 113 PE 1201.1 PE 1200.4 PE 1200,6 52 15 °' 0 1•/ oa " ❑ PE 1201,4 n 08.2 �h i?w w Z - 44' �v PE 1201.8 118 • FG � � a A � � PE 1200.2 1207 9 d''y 13.C.'/. °� M F P u� 61.23. $ N FLr P LA r u Iry a ,' 119 - �ti le .. g � m w PE 1199.9 F� 6�' o 65.96. 30 3o' ,$ o 120 10' 20' 20' 1 ' w NO, p PE 1199.5 T 7 os.Z 4 SEE SHE 121 X202 FL,f�B I•/. .3 PE 1199.2 114.04' 12 p[ N G. PE 1198.9 Under round Service Alert " _ CORTE ALMERIADc D SEE SHEET Np, 2 PE 1204,6 0 CALL TOLL FREE Robert Bein, William Frost & Associates PUTSS I OM& OC I rERS, PLANNERS t SURVEYORS 1 -800-422-4133 2M YC RX, STL. 1006TOCUA a. 091 (909) 676-8042 , FAX (909) 676-7240 LD96- 037 GR00 I Two WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARK DES I GrED BY DRAWN BY CHECKED BY CITY O E T E M E C U L A DI-o w i n g No. V) SCALEJOHN LeSAGE ADEL S. CASAO JL RECOMMENDED BY: DATE: �-Z5-16 C I DEPARnag OF PISLIC WORKS U-) Contractor HORIZONTAL y� c�C Plans Pre red Under The Supervision Uf 1 '_ ACCEPTED BY: -DATE: '� -�� TRACT NO . 24133 5 1 = 20' W No.43090 :ft PRINCIPAL E INEER, FOR CITY ENGINEER `V 411ijj%, Inspector SEE SHEET NO. 1 d Exp. 3/31-00 Dote: STEVEN W. cREsswELL PRECISE GRADING PLANS VERTICAL MICHA A. LMAN s �� Q Date Completed N/A r'rF OF vCA����� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 L�TS 2 55-58 AND 71 -79 SHEET 7 OF 9 0 PLOT: 03- 11-96 JN: 400966 1 NP N FV 8 60 17' 0 4� ,�, °I• .s °` �� �0 64 01 ro PE 12�� 5 'o ,�42, 63 �o N 11.0 14 ,* e, A• p0 20 10 0 20 40 60 F° A GRAPHIC SCALE IN FEET 1 Q�b. � ro o •�• 0 f G O'b� C,c '�0 V \ V \ ;L35.00' �•1•:' \'�• Q 1'I• �` 8'.�O Q4' �'F C� oeff 1208.58 $A C. 120$: C v�Q �y ZAP ti°� 1208. 18 aq ° tiZ' 15 't T .C. 4 ce rr) loRc?.0 &)o°' s 0 s 1207 .38 J 20 !I C. �/ / { 8 �`V 2oe C. to.10 S PE 1210.8 N G ^"• 1207.83 T.C �5 �o �L p0 V1 h GG •,, ti o^ v °` ,� 38 v 1207. 41 55 T C 3�. g �' m oc�• �..1`�'� `p o - ?o ,�2i 1206 58 a°i . 19. 6 8 ' Al h s' o, V ,� �' T . v PE 1210.4 1 Vs rL SQ �L � to S • � '� 0 10 00 os 4 \. ��' PE 1209.5 PE 1204.2 27'+ X44 Fz 16 Z91r. ,o 9_h - �� �a0 3 �'I-��•G' � � 2 � ''s 60, h F i 13 20, 01 "' 0 G 1 +ti^ 12 1 04 �9 �\,.� N o9.4 RN`i F z o G 2s.2e• 11.00'- o ,�0 �G. 90.a6' G W ALLE °h `' RA L Li NT INE Under round Service Alert CALL TOLL FREE Robert Bein, William Frost & Associates SEE SHEET N❑, 7 PROFESSIONAL ENGINEERS, PLAMERS k SURVEYORS R/W 1 -800-422-4133 17555 17Ez RK STE. 4009TEWMA u. 951 (909) 676-8042 , FAX (909) 676-7240 A L M E R I A CARTE � � TWO INORI<I NG DAYS BEFORE YOU DIG SEE SHEET N LD96- 057 GR00 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH NARK — DESIGNED BY DRAWN BY CHECKED BY w SCALE Q�flFISS/OH' RECOMMENDED BY: DATE: -�-x CITY OF TEMECULA �AR� OF PI�LIC WORKS Drawing No. ��p ` ` JOHN LeSAGE ADEL S S. CASAO JL11*1 lu/97 R.BF Rev. ►�cp�� Env cors s9-v T Contractor Co3-&S AV 70 . ^00 PLOT -a LOT HORIZONTAL h `�`t` lig Plans Pr pared Under The Supervision Of M - T ACCEPTED BY: DATE: �� -� TRACT NO 24133 - 5 1 " = 20 W NO.43090 ^� - Inspector SEE SHEET NO. 1 °L Exp. 3/31-00 "Its Date: I PRINCIPAL E INEER, FOR CITY ENGINEER i VERTICAL s C ` MICHAEL A YLMAN STEVEN W. CRESSWELL PRECISE GRADING PLANS Dote Completed / I Y l� 4 �r N/A F OF C h\0l R.C.E. No . 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 LOTS 59-65 AND 70 SHEET 8 OF 9 CN 0 PLO-i : 0.3-11-96 JN: 400966 _ _ _..___ _ ___._._ _. __. t __. 1. S1SZ77 -. 83 82 81 80 79 78 77 76 84 PE 1196.9 PE 11972 PE 1199.3 PE 1200.2 PE 1201.1 PE 1202.0 PE 1202.9 PE 1203.8 75 PE 1195.5 PE 1205.0 19 69• 25.51 0 45. 11 45. 10' ,n 48.75' 50.42 50.88' 9.35 74 Izol. PE 1206.2 / D,L 0� 41.92' 85 o�ti °F� 0 0 k� �� �� FL-.f l �� OFA _ S 4�.30- PE 1194.6 58.64' F� �o S 12vz-3 +, o !; ^ . 3.46' F G 00•� 73 1202.'f l., H P g (.�• N ... 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CASAO JL RECOMMENDED BY: DATE: 4'as-x CITY 0 E T E M E C U L A DEPARTMENT OF PI)BL IC WORKS Contractor HORIZONTAL y`� /ice= `^= PIcm.: P pored Under The Supervision Of = W No.43090 r' % ACCEPTED BY: DATE: •¢-T.- T� TRACT NO . 24133 - 5 Inspector SEE SHEET NO. 1 1 20' Exp. 3/31-0o Dote: 1 PC •e4 PRINCIPAL ENGI ER, FOR CITY ENGINEER cV 2-19-97 1.6F UV- Hoft1. fA-ZV• Low IDS, 109-log 11111 Z. VERTICALJ'j CI V IN, ` MICHAEL A TYLMAN STEVEN W. CRESSWELL PRECISE GRADING PLANS Date Completed It-t-%, ar A RN. MODEL. fLev. LOTS 114 -124 N/A '/11 OF C A\A� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 9 LOTS 103 - 120 SHEET 9 OF b PLO1: 03- 1 1-96 JN: 400966 i i