Loading...
HomeMy WebLinkAboutTract Map 22916 Lot 1-55, 67-74 Precise Grading I LEGEND ww PROJECT SITE CATCH BASIN C.B. --POP- B TRACT 22916 AND TRACT 22916 - 2 T.C. 0 TOP OF CURB T.C. �e� $= � � FLOW LINE F.L. PRECISE GRADING PLAN HIGH POINT H.P. rn' S• C s• s' C ® D D FINISHED GRADE F.G. MIN I MIN MIN MIN FINISHED SURFACE F.S. GARAGE FLOOR GF 0000.0 i = i - - - _ - - VIA w X X KSHEET NO.4 Pry PAD ELEVATION PE 0000.0 'a ET N0 3 S `7 FINISHED FLOOR FF 0000.0 Z -8 m z� 8 S ET _ WATER SERVICE ~ Z: I ¢ a SEWER SERVICES 10' OR 1' 4 S 6 7 8 9 1 1 12 1 15 1d 172019 AIR RELEASE VALVE -O-C I2 TYPICAL SIDE YARD DR INAGE , p I Oil. ,�� • FIRE HYDRANT �' DISTANCE FROM FRONT PROPERTY CORNER TO 1HE GARAGE CO T Cl- CORNER MEASURED PERPENDICULAR TO THE PRCPERTY LINE. MAILBOX 1 DRIVEWAY (TYP. ) I 3 2 10 20 STREET LIGHT ( �� 32 24 NI/I A I -N SLOPE I P. C. -+d�A 41 45 4d 471 49 50 S1 TD SAN Eia EXTRA DEPTH FO❑TING SIDEWALK �R r 42 VICINITY MAP INDICATES AMOUNT OF MAILBOX LOCATION '� I O 12' MIN. ABOVE PAD ELEV. 37 6 - SCO � 54 NOT TO SCALE EXTRA DEPTH FOOTING DETA I L NO . 2 - ACCESS RAMP ROUND OFF TOP N.T.S. 33 32 31 9 28 GRADING NOTES P/L I 22 23 .8 LOT NUMBER 5' 10' OR 12, S T 1 1 g 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, ff- 9 I AS AMENDED BY ORDINANCE 457. INDICATES MODEL ; 6 t6 I 1 ARA I CORTE I 7 f 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = IX 4 MIN.I TYP. I '-� CORTE BACARRO N DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE UNIT TYPE B I 71 70 i i CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES, SECTION t - B I .• MIN. L51-IEET NO.9 - 5 74 73 MA = , INDICATES ELEVATION MAIL OX t I 3. MAXIMUM CUT OR FILL SLOPES 21. FOR REAR YARD SLOPES GREATER (TYP ) CLR. WATER BLOW-OFF01 THAN 5' IN VERTICAL HEIGHT I 7 ROAD 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TDP t1F ALL - - SHEET NO. iJ FILL SLOPES OVER 5 HIGH, THIS LOT REQUIRES A BACKWATER VALVE pAVgA PER SECT, 409 OF U.P.C. PER APPROVED - I ,� 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT C P. .C. SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY WATER AND SEWER PLANS. ( SEE INDEX MAP ) CURB k SHEET N0. 10 SIDEWALK GUTTER - - - - - - PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER Y DEEP. MAILBOX LOCATION /\ 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ` DETA I L NO . 1 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO N.T.S. INDEX MAP ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT 1 FILL SLOPES, SCALES 1' = 200' 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE} 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. 3' x am. S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 5' MIN. P/L 5' MIN. STOOP LOTS INCLUDED 6' MIN. 6 MIN. ONE FOOT. 3' MIN. 1' 1' 3' MIN, 3' x 3' A.C. 3' x 3' A.C. MUDSILL MIN. MIN. MUDSILL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF - PAD 47.50' 3' x 3' CONC. 3' x 3' A.C. 3' x 3' A.C. THE PRELIMINARY SOILS INVESTIGATION BYE STOOPPAD pqp CONVERSE CONSULTANTS DATED DECEMBER 23. 1988 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 41 .00' Z41 .00, ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE MIN, WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT, 2% MIN. 24 MAX. 6' TYP, 2% MIN. _ _ SHEET INDEX 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 21% MAX, MIN. �+ 21% MAX. 'r' ''� 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- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 1 SHEET 1 - TITLE SHEET EACH LOT. SHEET 2 - PRECISE GRADING PLANS, LOTS 1-9 S SHEET 3 - PRECISE GRADING PLANS, LOTS 9-13 k 31-35 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL M N' ;r� g SHEET 4 - PRECISE GRADING PLANS, LOTS 14-21 SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE 5' MIN. P/L x t° SHEET 5 - PRECISE GRADING PLANS, LOTS 22-30 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM i SHEET 6 - PRECISE GRADING PLANS, LOTS 39-47 EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 3' MIN. 1' ''� 401 SHEET 7 - PRECISE GRADING PLANS, LOTS 30-38 THE APPROVAL OF FINAL INSPECTION. Li MUDSILL MIN, eA 402 403 SHEET 8 - PRECISE GRADING PLANS, LOTS 24-29 k 48-55 6 MIN. A SHEET 9 - PRECISE GRADING PLANS, LOTS 9-17 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. SHEET 10 - PRECISE GRADING PLANS, LOTS 1-8 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SHEET 11 - PRECISE GRADING PLANS, LOTS 18-23 k 67-74 LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET, 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING MIN. 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. 6w MIN, CONSTRUCTION N O 1 E S & QUANTITY E S 11 M A Z E TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 21% MAX. - TYPICAL OVERA L FOOTPRINT NT DIMENSION DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, SECTION D D S NO, ITEM QUANTITY UNIT 1 LOT GRADING (98 LOTS x 15 C.Y./LOT) 1470 C.Y. 15. EROSION CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE O PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER EDf�1?nae L075lO,lJ,33 ? 3 CALEi 1' = 20' 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- 15-97 RDF 9'�A'__i i�L �'�' 4075 w, Na, 1 7-7-97 F ���� �,s0-1 ss3`3s. 11110* aEviSEar�v7�a¢/,SLOT � ��i TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS -24.97 RDF REv/5ED 1:WTPe/NTGOTS 25,27rz9 45, C9-97 RC'Sl� Qe�/sEoraoT nlrco75 5,G,7 SHALL BE PLANTED AT 10 ON CENTERS, TREES, 20 ON CENTER, COMBINA- e,WO 47-W, RCIIIII "roalfe- ��y. ' .� Q 17/!57&,3e. Rev i eo" E1�. y�1� 1 '�✓���o�r�L01� /J�/4,ZJZ . -b t` TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE cops 2G 4G. 4- 1121.1" 3 4 k!`V/SED 4,1Z Art". L LOTS / /7 sZ s PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER lJnderground Service Alert BENCH MARK ���� ?r"7PR/Mt�75/9-zi, Z3&L4. U.P.C. CHAPTER 10.R. IO REV/9E�D MOGLC KEv [.OTS ZZ k u. 'P Robed olein„ IFiUiam Fmst & Assoeiates COATI' IT IV= 1!I M T-29-8t 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRR o PROFESSION DCIPEI:RS, FENDERS k &REM 2 U? wdSC DI C11t C1L1NkR TO F0 1W ]IITEitSICTDII IF FM ST. OWNER/DEVELOPER T❑ COMMENCEMENT OF ANY CONSTRUCTION/GRADING. V5 W' 4M* a"G' 201 MID 01}0 CIIr1FTJII A 1110 lR eNao uLD'QINIA IIflAO 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE CALL Tal FREE (909) 676042 , FAX (909) 676-7240 1-500-422-4133 0 TW 0 IF 1114N@ STA �AM X IV. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- Cl w DF THE W11IMEM p E DF A CIIAIKM f)M 2r x W RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON -�i7 ReF V/5ED fWTPR/A/T Lops 5rt v9- RICHMOND AMERICAN REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITT ® V/ O MO/_7LwL ELEV. 1I �'► MW 2 DLF. GAS VAIVq 9 It PP. 091) W k ff 1W CU.DE 17310 REDHILL AVE. , SUITE 320 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. Z7 9�_p9B Gi?� t o-Z-9 ,e,eF ®,QEvrsE�o,a�orpa�wrcors 3z f 63. ff RMIOU GLffQIMA 18AD V[11ESS PmT S>Ei P V. ff NIIA�ENL IRVINE. CA 92714 - } TNO MWING DAYS BMW You DIG �1sLw,o A4axc ecEv cor t,.X. 10-7-% RIP Ali DATES 13-M ELEV. nage LD 9�-Ko0 GR® eD 9e.-,�GR � LD��- 052 GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD eLNNa-I MARK F E S S Ip DESIGNED BY DI�►+�N BY CHECKED BY CITY 0 F TEMECULA Drawing No. SCALE Q�� ��/ RECOMMENDED BY: DATE: r=tt-�G DEPARThENT OF RMC wws 7-Z-96 ftBF i ,PEYrSEo foaTfienVT DoT 7 d � - ���p ��E` A ! / �� JL ADEL S. CASAO JL Contractor rt--V LoT3 2-s./ 72'74 DIQh,'l�75 HORIZONTAL `�, f� I s P epored Under The Supervision Of 23 Gd FFEGEM.L�75 /- / 7z-, SEE ABOVE AS SHOWN W ' No.43040 LACCEPTED BY: DATE: TRACT 22916 AND TRACT 22916-2 Inspector GF EL_✓ AgjI '.Lon, 1-2i d PRINCIPAL ENGI ER, FOR CITY ENGINEER Exp. sn,-0o Date: STEVEN W. CRESSWELL �=• PRECISE GRADING PLAN MICHAEL TYLMAN �' 7�_74 VERTICAL sf C/11� ,��! Date Completed 9-11-n ,ems ,QEM fI40-1-LOn r4 54 45 MV. R aalEc ECEv�o7s s3 67 Le 70 7/ N/A OF C I,�\ R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-95 ��, ,' T I TLE SHEET SHEET 1 of 11 PLOT: 5-08-96 JN: 400958 PARKWAY _ / 72.72. - - - SJ. �ZG I MEADOW I — PE 1296. I PIN 164.72 5 0 0 LA N - r► l i2 , to i N I � I 192.22' 1 Ln o ' Ina w D J ra 126 't �+ N ra 41 off` / ..� J D cy �' -�; f 118• 61 .86 S N IF. -n -v -,•� r*1 21.57 -- _ /•/. `. I OUT %K 1 0D N C11 T ��• .� r S hl 1 �. -► ''0 .q PE 1296.5 .�03 'I'L 4` 5 >t� r�i v 6 Cb _ r r PE 1259.6 "� X26 N,tiro '� \ � �' ao�' a°'o , 38 _ ru D V N I N `ny 167 .96' \ ,�c2 ?1k ' �' T+ ao 9s t A -� 'L� \ �' i J 5 18' 4t t CN 18 rn -010 78 `411) ov 164.00. _n A C-) N �7 �y.l c N Tf o II o PE 1X97. 1 io.o�; ,� T► r o \ / �'• r, . . o �./ S i • 1 0 3• / v '� �� F' Q ru ru A• -0 � 136 .2 �o S . N � �, c�' Q \ G N '� � � W � I 4 \ 00 _� N 1 Q N Lw zo I N ti) LA Ln /J w I 164.00' LP 0 cr \'r' �' F— Of cLAI 1 PE 1297.7 101 p fs a r~v r~U 24 t I 8 C )O �L US CD NJ (� o 6lflf o ///x �0 - I 0 O co pyo. , Zo, oM W cD 20 10 0 20 40 60 7- _ --- Zo 1 _r �,� ��68 �� �a 5 �s GRAPHIC SCALE IN FEET T 0" 1`L '"1 F S �'� M 8` 7ooG� co q - I 164.07' PE 1260.0 s� 39 Ga.s o �' w oV PE 1298.3 F-s �, � � c� • - 9 T' rn 1 O F 1. ruV 3 ,f I �1' C o _ (DC') oti 1° c� • � tm Underground Service Alert o PE 1271.1 PE 1298.9 Robert Bein, William Frost & Associates 35 170.82 10 CALL TOLL FREE PRTMIWL ENGINM R-AN RS k WKYORS PE 1270.4 1 -800-422-4133 r55 nEz Rojo, STE. 4000 ]EW G. 951 0 (909) 676-8042 , FAX (909) 676-7240 "M WORK I NG DAYS BEFORE YOU D I G SEE SHEET N0 . 3 LD96- 052 CR CONSTRUCT ION RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARK SCALE Q�p 4 E S S!pH' DES I GRED BY DRAWN BY CHECKED BY RECOMMENDED BY: DATE: 5_'W CITY 0 F T E M E C U L A DEPARTMENT OF PUBLIC WORKS Dr aw l n 9 No• JOHN LeSAGE ADEL S. CASAO JL V-9 9l R IF Revi sc-o FooTPizI►�f Lois 3 5,v 8+7 23 ��o E` jr N Contractor RteHOVCal-F.L+EV �' 1.2,4 V 8 - HORIZONTAL ,`� ��`� !` �, Plans repar ed Under The Supervision Of L 1 " = 20' W a No.43090 r-9 ACCEPTED BY: DATE:,�t1-96 TRACT NO . 22916 - 2 Inspector SEE SHEET NO. 1 '` Exp. 3/31-M Dote: 4 PRINCIPAL ENGIN ER, FOR CITY ENGINEER � 41 '� MIC AEL . TYLMAN STEVEN W. CRESSWELL �'=• PRECISE GRADING PLANS Dote Completed VERTICAL sf'l C� y 1V `! �4 lee9 � N le E R.C.E. No./ 43090 Expires 3-31-00 R.C.E. No. 47180 Ex ires 12-31-99 2 OF N/A �F C��� p p ��•! LOTS 1 — 8 SHEET 0 PLOT: 04- 1 1-96 JN: 400958 1264.21 SEE SHEET NO . 2 T.C. VIq N PE 1270.1 I 66 4 �luL ❑ 05 PE 1260.0 \ \ / 4 � 126a• •0 8 I 39 ' 2 v Ic +' I 20 10 0 20 40 60 �ry � 8� • °� `+ � D) 18• i° 4t! I 170.82, GRAPHIC SCALE IN FEET ^ �` ^ N, PE 1298.9 V ICv \ 1265.26 I - 0T .C. ^ �' ^ cu o - 4,Co t I ago. CID m ru Q '" ti o a o ^ /=9��• 8 8 Q 1268.66 "-' IL 127.00, /a 0 h o PE 1258.5 zo ^ �- 99 Q /�j,� c� 'C� /•° - • ` 18' F ^ �0 a n M�� 't, 183.45' NOW 77.9,8 ♦ v� a o F6 I 1269.22 �* T.C. 6 � F ^ I PE 1299.3 521t0' mI 11 _ _ 9 _ _ �O N cl l 4 N N 0 18' 1 o �` �' 'SC't I I to 't ni 07 LAJ PE 1255.7 a /Z b 55 \' °1 I ►� 9 1269 .1 ? i I 41 CD .119 d a �f S S •C' z F � � ov' ti o � *' I ►''� LL- 729.93' ` � 189.82 ' I 129.93' /•/. rn 10, N �O 20' ii.9e 1270.06 h _ N � '' a T.C. ►,� N W = Go L -N18' om I N N ILh 0 c� 13 3 X 10 f.5 �'• I PE 1253,6 �y PE 1300.2 U 4 2 coo U R1 a, v� m n 12 Q ti NC1. .� \ - a to t9 ' N C I Q' !(�/ W 1! Mi cv c*i .i V 1 p rII, ILL ® s a � N - h V 1270.47 18.03' --- /•/. N T.C. 18.06 I - � \0o � --- /•% 140.00' 56.55' Lo �Z. 105 13.3'1. o Q � f 1270.7 f �? G8•� PE 1252.7 139.91 ' _ +i T.C. a0 N Ci Ci 125 - A n n n a CU CU LID LL Lj CL M h U- i 8 I PE 1301 . 1 n LL m I 13 -► Ci Ci Lb P • n nFCU-1 7 C4 o N N LJ T cam► N I W o n+LA­ r Q }' 201 .34' Irl Q ut� or LL- �` ��.s. tia 9 19 PE 1251,9 \ /.�, -�Ln 118:50 N`L Ln 0 .15 ro s L \' N en U; 117 126.29 - v N - 1 mr f 0/009't NI IAt v V, I r, Noa a 1\� . c9IIIPE 1302. 1 LD 10.9 y. i I 59.25 14 N c 140.00 CU CU L6 l- N 0- Li LO �� 5 V o / I/' PE 1251.2 0't � � - � �`Z�� • F• _ I M M U- v 4 5 r- La- +, r /'/• ,I.\ 99 PE 1274,4 --- �`L G• 14 . Under round Service Alert �' ❑ w 4 119 EE SHEET g6 CMD PE 1274.2 S CALL TOLL FREE Robert Bein, William Frost & Associates 30 PRTM I M& EMG I H RS, FLAMERS t S &MORS 5 1 -800-422-4133 2155 YU ROAD, STE. 40091FaM CA. TS1 Svc -� (909) 676-8042 , FAX (909) 676-7240 NO�cc TW WOWING DAYS AFORE YOU DIG LD96- 052 GR CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARK SCALE F E S S 104, DESIGNED BY DRAWN BY CHECKED BY CITY 0 F T E M E C U L A Drawing No. � E -9-97 REVISp F00-rF1Z1t T- L-OT 9 , G 1'J p A / JOHN Le SAGE ADEL S. CASAO JL RECOMMENDED BY: DATE: �C DEPART OF PLIC �<S Contractor -9� R-bF Rev1sem 1m"R101 T L.o115 to210DIonHORIZONTAL y`� 1 h `c, P I ons pored Under The Supervision Of w r-eviscD Mopeu eLev- LOT'S �jz'-20+ 136. 1 „ _ 2O ' '' A ,� sNti ,; _- __ ACCEPTED BY: DATE: r-9L TRACT NO . 22916 - 2 Inspector SEE SHEET NO. 1 °` No• /31- 'ORA Date: FOR CITY ENGINEER cn 6 PRINCIPAL ENG EER, E�cp. 3/31-00 STEVEN W. CRESSWELL VERTICAL s ,� MIC AE TYLMAN i PRECISE GRADING PLANS Date Completed r'lF OIY1 `\\o�� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 IN N/A F c p • n LOTS 9 - 13 AND 31 - 35 SHEET 3 OF 11 1 b PLOT: 04- 11-96 JN: 400966 TRACT 22915-3 PE 304.5 PE 1304.5 PE 1304.0 17 18 PE 1303.7 PE 1303. 1 16 4 PE 1297.4 20 10 0 20 40 60 PE 1302. 1 15 73 PE 1297.4 14 20 28.91 ' GKA��, LALE IN FEE 1 _ 51 .40 79.90' 72.04' 70.06 15. 16 ',, 59 .77' _ Q0 Ln cn rn LLA 00 49.32' � r- rn 16.08, LO 00 Lc LO`v 44 rQ'y PE 1290.3 LO 19 'b - - _ - FG• I S 15-0 - _ _ 57.37 _ - _ - - - ?� ,� - - - FG _ - - - - - 14b6 cp �, FG N N n Ch o nb_ i !Z 73.3 FL L" * PE 1282.3 1276. 5 AI• - 18 / �► 1Z-14. 7 /'/e - 1W 775 / e 76. 1 76. 1 1.114- l'/s S.b 7F F.G. 01• '77`.� /6' 8 75.0 76 . / 75.6 F.19 ' G 8 76. L,l�} 77 Z ��• �'S' G. FG• PE 1276.1 4. FF 1276.8 - 14.4 PE /Z 5,0 Z F I7�• � . PE 1276.8 •i � 14 4 F .G F 1275. 124 �� • 17 FF 1277.5 �s q, F ,G /Q'� PE 1277.2 �5 ,� e► \ / TG./ 18 �• FF 1277 9 p PE 1276.2 12' 4 4 � Q � _ 76.6 E PE 127 15 74 d .i• 7� 1277 5 F 12151 _ �o 19 FF 1278 2 � 17 F . 40 Z 76. 1 - AR 14.4 F.G. 403 0 7' 66, 6.8 - 14 74.8 X B •2 � � 402 G. r+ N •¢ e •4 A R 75.� ; 77 2 �,' 41 6 : •��•� �, PE 1273'8 14 1 4 73.7 I. CF /27 .d 6.s S FZ.,6- c W - c -14 . G FL GF 1275'2 g 5' 75 75. 7 GF 1277.0 I RO* -° 77.9 13 F 3 76.o �D� , /4 /6- 4 40 �► F .G. 74• oo 75./F.G. F .G. 7s. �� AX ®RL• F .G. F 2 _ _ � '' - oQ 60.74' 60.74' o m N �7♦ .6 •T S � a► .� c � f 3 7 5' 77 ^�y. 11 - S S �f 5 1 a 5 w w ,I`1 9 60. 74 ' e'.2 F G 1 6 F � 736 60 1 21 .40 o. • �, ^ M �, 41 .87 1 o 36.10 5 �• .,ti .�'L� W 1 8. 74 • rN' Ole CARMELA ti v �9 c' p Ilk rV f=Tl "ry \`L�5 �, PE 1278.1 ti 72-61 ' 25 '��� G 22 N „ •61 3,3 0 PE 1275.8 59 •L4 PE 1275.0 28 PE 1276.5 -15'96 29 27 S G' PE 1274.2 h• /. S 30 PE 1277.0 C' PE 1273.7 31 26 SEE SHEET N0 . 5 PE 1277.5 PE 1278.123 2s Under round Service Alert PE 1277.9 0 24 CALL TOLL FREE Robert Bein, William Frost & Associates PROFESSIONAL ENC IrEERS, PLANERS t SUiVEYORS 1 -800-422-4133 27555 YKZ RN, STE. 40D•1OECIIA G. Ml (909) 676-8042 , FAX (909) 676-7240 TWO WORK ING DAYS BEFORE YOU DIG LD96- 052 GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MURK pFESS/p DESIGNED BY DRAWN BY CHECKED BY DrawingNo. Q� ��� JOHN Le SAGE ADEL S. CASAO JL RECOMMENDED BY: �� DATE: �-M- CITY 0 E T E M E C U L A DO:-wm rr of RaL I C WORKS SCALE B-//-t7 Rc3F REY/3ED FObT7�i4/NT3 LOTS /5 s/G �p � ` A• j`l �s Contractor �ZE✓-feD MODEL ECFV_ [.013 /4 ; /7 tl HORIZONTAL H `�, f�� �, P1 ons r epor ed Under The Supervision Of W /1/11/47 R.eF / ,�vis�o /40071-/Z/w7 c.oTs i9-zi t% 1 " = 20' W a No,a3090 ACCEPTED BY: l✓ DATE: .�?I"IL TRACT NO . 22916 - 2 Inspector SEE SHEET NO. 1 Ex 3/31-0o Date: PRINCIPAL ENGI ER, FOR CITY ENGINEER VERTICALJj MICHAEL TYLMAN STEVEN W. CRESSWELL PRECISE GRADING PLANS rn Date Completed 'lF N/A A R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 � �••w N LOTS 14 - 21 SHEET 4 OF 11 b PLO1. 04-11-96 JN: 400958 SEE SHEET N0 . 4 20 10 0 20 40 60 GRAPHIC SCALE IN FEET PE 1275.6 PE 1276.1 PE 1275.0 16 17 PE 1276.8 15 18 _ PE 1277.2 PE 1274.4 19 PE 1277.5 A9, 20 14 ,RO• PE 1271 .3 PE 1277.9 16 21 �9 o `1� �,lG 0.•� CID ..ry CORTE - CARMEL _ A ��� r' 7 PE 1267.8 moo, CID '`' ,la' ,�`L ,� • 15 F � v 13 y W1k 5 1° TT1 4l b ^4 5• 5 72.61 g � '� m co `� 7 Z h�� ��' .� G• 18' � � c�a N J ,�• ^ 74• Q _ 2.61 ' s 15' �'\ G �' rn � -� Ci 1 m 5- •8 25.61 f 4 '�' Y.Z•�' as �' ao `b �• V vJ - 12.61 •is 76. 'Iy' >G•2 �� c) F 'c F.G. 3.3 s $ 4 �4, f c g+. CID -r4.r &F IZ7v.0 o GF 1 6.7 W cr_ N 75.0 FL,cab •) 96 oo ,moo 55.7a 73 Z F .G G. 73.l0 8 8' 402 75.3 i��:9 .l G• 9. 7S.y G. 2 8, Sp FS• h'G• lis s '\ /9\ G fY �• GF 1277.2 5 ' B ��' �' � FIG off I 12.9 4 28 t F.G 8403 7G. O s ! 11• +. s 9 01. �j PE 1261 .7 PE 1275,8 PE 1276.5 0 2 F.G 6q . 40 F = �✓� 59 7 0 29 X5.9 FF 1276.5 FF 1277.2 ti „ 9Q-19FG N ,S GF 1277.7 � \ F " �� d., -80. PE 1275 76.5 9 26 �b g 6 a 30 12 7 7-.g 401 7G.3 I FL. a 77 G o FF 75 P6 F.G. F.G PE 1277.0 A "97. �7 F ' 2 ` �• O ^� 14,2 t �.. p '• FF 1277.7 •0 77.5 GF X278.1 0 ` �d 75• F. i- G ,3 21 FL, H /Z 710.2 F 8 7 40'1- \ � SO'� I2�4• F G F 1¢ 2 FL- , 25 74.2 *i +1 .� .� \ F9 �4� 1•�� h m o, PE 1273.7 ?� � D Q � � PE 1260.6 IZ N - qt.•� _ f� 1.9 0 rn 77.5 PE 127 58 c�+ ca _ -7g.6 2 � Coll F.G. 1 7 57.43' fib' . 70.02 53.45' 'ID'S �•�. 7, G• o F FG ^ IZ77Z 51 .81 • 1. o� FL; 0r.0 +j M Cn 1zTt P � PE 1250.6 60.04 ' 1� a 9� - PE 1250.0 FG 47 PE 1249.4 G 48 . 9053' PE 1248.8 5.16 49 PE 1248.4 SEE SHEET N0 . 6 So PE 1247.8 PE 1247.8 51 57 SEE SHEET N0 . 8 Under round Service Alert 0 CALL TOLL FREE LP Robert Bein, William Frost & Associates PROFESSIONAL ENGINEERS, PUNTERS t SURVEYORS 1 -800-422-4133 27555 YNEZ ROAD, SIE. 40DOTBM G. 011 (SIN) 676-8042 , FAX (909) 676-7240 Two WORKING DAYS BUORE YOU DIG LD96- 052 GR CONSTRUCT ION RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARK SCALE Q�p f E S S 1 pH' DES I GRED BY DRAWN BY CHECKED BY RECOMMENDED BY: ve DATE: X_-W`�r CITY 0 F T E M E C U L A �� P I ►► 5 Dr ow'"9 No. 8-/I-47 RBF �Y/SED Foo TPRwr Lo r-5 ZB-3e �p � � 1 JOHN LeSAGE ADEL S. CASAO JL Contractor �Y/5iED MODEL ELEV. Lar,?7 isit 7 � HORIZONTAL H� a��� I`li'= �s Plans epar ed Under The Supervision Of !� 9 zz/97 A^F o ft-vtsiffo rb6TP2/IV 7' &o7- ;Z8. to �1r-, ACCEPTED BY- DATE: -Z? PIC TRACT NO . 222916 - 2 Tr 1 = 20 No.43090 a &14 PRINCIPAL ENGIN R, FOR CITY ENGINEER w5UP I�x'rPE(t- T lars Z3 V Z-4 . %I P. -- STEVEN W. CRESSWELL co Inspector �� u(97 Q.6F II � 9 SEE SHEET N0. 1 Er 3/31-0o Date: i rrs-VlscD moDEt env. �-rs za �C2G . VERTICAL sf CI Y\` \! MI AEL TYLMAN E PRECISE GRADING PLANS CD N Date Completed E��� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Ex ares ' 'wo N/A pF C A�� p 12-31-99 p ����'•�' LOTS 22 - 30 SHEET 5 OF 11 % b PL01: 04-10-96 JN: 400956 SEE SHEET NO . 5 PE 1270.5 '�, 20 10 0 20 40 60 ❑1 1264.21 T .C. GRAPHIC SCALE IN FEET PE 12 SEE SHEET NO . 3 71,1 CP `'b• 3529 1274.2 PE 1275.0 PE- 30 PE 1275.8 a�O 89 28 PE 1271.9 31 6 / 34 PE 1273.7 2 63. 72, P Ch / / 32 6-7 .55' 7 55 00 V cp a, rys 33 PE 1273.1 0 (0/�/ 1•I° 00 FE 1272.5 r 1g' `r n 4 N, 3. 76 . 1260.43 •o /'�O tih F` 43. 97' T .C• � a �6'p r� , 6p .18 _ f P �9 Ngo-0 c D 101, 1.44 'X ,' 16.87, 28 27 Go --- ��`r - - o I _ _ - - - - o - - -s •['� N 5� � N fy, 1255.59 ON - T .0 � 10 loe / G, c v rN �o / 55• _ 6 �• �• a�� w � �1 _ .► FG- Jit -c_ '``c. Nr ,rs -o �, T•oto / 0 / c3� J G cr cD 10 l3 N rL � 1249 4D OD 1 / A i 6 h 1257 .04 G• s s� �► � � Q 49.9 '`-•s' •�° '``sd' I � / 3/ ` � 50 6 50.6 3 , � ung / a,�'' . ( / A �S ) / 1•!• ..- --... Ft.�f/. /•% lot. F •G• pE 1250.0 O 9 ;\� F C / I 1252.4 1� �'Z 1250'7 FL,Ht- Z 50.6 1250.6 FF 9 51 .9 FG FF 1251.3 / 47 t PE 12494 / q 1•A g2.7 FG 11` 51 . F .G S ❑ 48 ;� F •G' ,• � 12512 •1 n .D & s / 18- / -53.c' 1251.9 I FF 1251• ❑ 50•_ F-L. �o.v F` f PE � 1252'6 Q ,; .3 Fh 48 t'E 1253.x, PE 1252.7D 44 3/S D ! 403 -7 - FF 1253.4 50 . r s�G 42 X o .Z 4 F F .G• 5 I ' 1254.2 .6 ® 43 - - �!R I k49 5 GF 1250. s2.7 5 49.3 7, o (J1 FL, 0 -43.4 / 91 Co51 0 GF 1252.1 5 5 SZ.(0 402 40R 0. 1 FL '� Ft- G- 1 .3 5 .G. r.� G. �s 60• y W f GF 1253.8 T• 1252.9 O O f[•r 5 y aIL�5, h� °` 53.6 97'3g' Fes. Ft�• �► .00. 60'0 5 � S A + � � 43 - O O r► M1 0 31 .46' S a w Co SENECO �y�� IHSS rT c' N pE 1249,7 N0 27 � PE 1250.3 - 28 Under round Service A I ert P f PE 1290.9 12S4 PE 1251.6 ❑ a o �4 30 NO • CALL TOLL FREE Robert Bein, William Frost & Associates PE 1253,3 PE 1252,7 PE 1252.2 SEE SHEET PROFESSIONAL ENGINEERS, PLANERS ! SUZVEM 1 -800-422-4133 ire rNEz 00, 51. 400019EW a. MI 33 32 31 (909) 676-8042 , FAX (909) 676-7240 LD96- 052 GR Two WMING DAYS BUDW YOU DIG CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARK SCALE o0 F E S S%pHA DES I G!`ED BY DRAWN BY CHECKED BY RECOMMENDED BY:�• DATE: T-�■�-x• CITY 0 F T E M E C U L A ���T OF Ply I C IMOFtKS Drow i ng No. 2 24137 weF 5 WOV?5a✓1) FoQTPIZIKI LOTS 458,47- S.X P7 ��p �` A jr JOHN LeSAGE ADEL S. CASAO JL Contractor EevI�D M0015L EI V. LOT 44 , HORIZONTAL H w�� lf'= 6, Plans Prep ed Under The Super v i s i on Of j -rS,9T RBF REVISED T00TPR1Krr LOTS 42 43. i = ACCEPTED BY: DATE: 1I-l6 TRACT NO . 22916 ISED MODeI, F,l�/• LOTS 40 314.1- 1 " = 20' W No.43090 0 PRINCIPAL ENGINE FOR CITY ENGINEER ' Inspector SEE SHEET NO. 1 Exp. 3/31-00 Dote: � , ►ZE1/19ED rnopEL 6�v. L4T 13 VERTICAL J �1 1` MICHA L A. MAN STEVEN W. CRESSWELL PRECISE GRADING PLANS Ch g ' Date Completed �fF y `1��� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 N N/A of c�� P p ''��::. LOTS 39 - 47 SHEET 6 of 11 % b PLOT: 04-10-96 JN: 400966 3 IF r l '85 O o c 99 V � 125 19 o 20 10 0 20 40 60 3 � / ' isle G •C GRAPHIC SCALE IN FEET liq <9 da JSZ ^"'• t 55�= � '�� s� do ` mos � , 54-7 • '0ar10 FS b, \ �, •� 1 -v,. rte, \ .6 1 \ /• ,� / �� �� �� � 55.22 dr �o \ i PE 1251.2 1251.9 34.5 PE 1253.6 � pE 1252.7 \ 0 G,' all i - I3k s 15 y 1253• 0 t all V -!e 12� G i `Po, 5$ , O / 25 `O - F - � __,_§ENEC�0 If Ink sem i• ,c`` ' NO�G h °�. �� 60.00 �Q 0 \ �4� 5.3.6 7 N- 7 6p. ,S 5 S� 5�E 5 53 71 ! 5� 5 �O o 60.00' 6.29' No 0-6 51 .1 Ike / s?i \ / 4�3 * N 7. E / F1 G 5' F �F i25t a 6o V pE 1250.9 52.2 1 55 t•� 54 F.G. 1252 4 5 402 1. 51 / �2 '9 /� F ? F.G. �F o � Q i ` G 137 �' G / TLp r,F rz53. v 4 1252.9 5/.3 �/.0 .5 5 \ / - �� -� � 3cc_ _ ,Et 401 M - / 2 / 34 63.3 40 f 403 .�.�2 qR / 7 0 �. f .♦ AR Z 52.7 52 3� Q / �) f � 4 FG. � g � I � \ � F� 254.2 Jl.3 � FL. •v ' 30 r S4 .3 • PE 1251.6 So t pE 1 ' \ 32 0 1 1252.3 51 �1252.2 \ tea/ � // f''G'.2 FF 1254.0 \ \ • FF 12529 . ( .Co• i2s� ,• PE 1252.7 `� FF 1253.4 F G 52.7 52. 52.2 \ 55 +I dF.G. F.G. y FG• 63.3 . F .G. .L•,�• - � -/ 993' 8 1261.p / , y g / • /252.6 I r1_1R �, N �+ FL.,N- g 60.00 • -c % � o _ PE 1244.5 Z2 CV -7191 V 62.29' f'c. 12 C PE 1244.2 �sl, N .SI 7 PE 1240.8 83.05 16 Under round Service A I ert PE 1243.9 50.61 • s33 PE 1241.4 11 3'4.9e 15 PE 1242.7 Robert Bein, Vlliom Frost dr Associates PE 1243.4 CALL TOLL FREE P4iTMIM& EXIWM, PLANERS t WNEYQi.S 1-800-422-4133 7W YU MO, STE. a*T0M G. M1 12 PE 1242.7 (909) 676-8042 , FAX (909) 676-7240 13 SEE SHEET NO . 9 LD96- 052 GR TWO wORKINC DAY'S BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Quo F E s S I py' DES I Gran 9Y DRAWN BY CHECKED BY RECOMMENDED BY: DATE: �� CITY 0 F T E M E C U L A oEPART>�NT �• P'III�.I C TORICS Drawing No. 4-16-07 RAF Co Revr5ED FaoTPRr►.►15 LOTS 30,'"5& 4 - ��p �` A I JOHN LeSAGE ADSL S. CASAO JL Contractor Rt:vr�r MOOED eLEV. L01-5, '.S4,3Z 34HORIZONTAL H `��`� lj� f' Plans Pr aced Under The Supervision Of �i � ►- G-9-97 MF RevrseD FOOT l IM-r LOT'S 's7 & 38. 234)"1 : s ACCEPTED BY: J✓ DATE: -Tj"f` 1 " = 20' i No.43090 , d,444PRINCIPAL ENGI ER, TRACT NO . 2291fi Inspector SEE SHEET NO. 1 Up. 3/31-M Dote. FOR CITY ENGINEERSTEVEN W. CRESSWELL o vERTICAI. sr� C r`` ��`� MIC AEL A YLMAN PRECISE GRADING PLANS Date Completed lF E� R.C.E. No. 43090 Ex Tres 3-31-00 R.C.E. No. 47180 Ex ryes 12-31-99 N/A OF C A�1 p p ��°�'• LOTS 30 - 38 SHEET 7 OF 11 C*4 ti PLOT: 04-10-96 JN: 400966 2726 25 24 PE 1277.9 28 PE 1275.8 ❑ PE 1276,6 SEE ❑ PE 1277.0 SHEET ❑ PE 12775 N0 . 5 ❑ 72.55' 80.24' 88.39 ' 62. 19' rn to LOLn LO sp �.9. PE 1258.9 57 0000 20 10 0 20 40 60 —Now Ve 01-0 +1 GRAPHIC SCALE IN FEET }� +i F7Li HP • � 8_ � _ 1 A � _ c 'f z� F� H P 4b 48.4 ' \ 249 A a FG 4s.4 FG. ,��• PE 1248.8 PF-12+6.4 v. ' =t 47i \ ..1 FF 1249.5 FF 1249 .1 s' , 49.4 i .r'�G \ PE 1256.8 .4 PE 1250.1 49 � r 50 : �� /�7 S ': �� � � q,'`' \ �'' 6 S6 44 FF r 12'�t 1X48..,r- i• '� \ "�' ? O 8 *f 4 48. 5 o 402 4 -CO 73 �' 403 •Z f G s AR FL �' F�,G�� XA 4 D t + �� • GF 1249.0 GF 1248•• o � ,b, r _ Z 444 � - o 47e * � s� �s, /y \ (� PE 1250 0 5 GF 1249 6 F G 62 _ F 4G 41 48.9 ` a7 N �� tp F,L O X10 • ` T \ 0 60. G O f iG d N ca 60. 0 p o N ^ 2'1 1 1ev 6 a 32,16. �h�. F aOv a bfs• e0.Op• �121�3� S`2 �/ ��� �"`� � \ �/ O �o V ry ryas~ 60 ry 46•s ,S / � /� '_ \ ryas•,`. CAMI�1� - S het .\• > s� V � Q �o o `�O`Vo •��' �� �• "'`���? 61> � N, ` \� 62.44' R�> �V 5 S•92' 1 i o N rya '` FS. ryas V' �� vJ 2� •4 0 0 4� 6• � ` oCD c FG •G Jr 1 48 Ir ^ryas• 6G• G FL4 2 ' F •G• 2493 •�-•� � `�O.CO 7 �; 41 � Q, � •\O A •� 9 \ ' , ,`rr I��SS� h 49 F � 49 • Cif _G. 's. � � • �p g '' G, 9 a r .9 ,dry � 'y• .S 403 O'� - /; � B/ �`� •� -c GF �24q,9.S . 5 � o_ 49'•8 3 Fti-•cam. P 48- 26 An 60. 4'ell = Q�.S O \ •.`�' '` "� . ��'s l ? •,5p. �E �2 ; F� a 1249•1 _ 9,4 G. 2 , . •C st �'2 0 124 F \ 5 4 � Ff 1249$ PFF 1249, 3 = PE 1241 Oil � fF _ X1.7`Z49 • -t F 4 ,1 40t 0 250.4 F .G• f .- FC'• '. W Fs- *01 A9 2$ 2 A9� aA� :. .. !./. 1 4, � t•�, 134. 5 PE 1243.6 v / 2�PP 4 23 �- �� 4 / © y P F 12514 �e �' 1 42 Z 42. , ,2 .0 •2� 2 9 �" C, � 1?E1� 516 FF - �• 9\ mss, o� 2 3 1241.6 PE 20 �ry '� �,• t,0-9HP a� `• F-�• F� � No 1 rya��'. rya�',�. 0 9 $ �� 00' 9 6 1.6 F�. �'� 1240 Underground Service AI ert +� 60 SN No E 1240 5 SEE CALL TOLL FREE Robert Bern, fllram Frost & Associates P 1a PROFESSIONAL DC I PJEERS PLAMERS t 9 XVEYORS $_ 60 DO 1 -800-422-4133 27555 la IXa r , STE. 4MOT MU . 931 0912 -160 GR vI (909) 676-8042 , FAX (909) 676-7240 hp's• PE .12404 LD 9Co' 146 GR ®) - TWO WORKING DAYS BEFORE You DIG LD96— 052 GR CONSTRUCTION RECORD DATE BY REVISIONS DATE 'D BENCH MARK SCALE QRp f E S S/pN' DESIGNED BY DRAWN 9Y CHECKEDBY RECOMMENDED BY: DATE: 'r-e&7%o CITY 0 F T E M E C U L A oEPARTwENT of �I C WORKSDrawing Nc• 9-/7-96 RDF REY/SED rW07P,P1NTL05Zy541S5• 1-11 1 9,TP p l JOHN LeSAGE ADEL S. CASAO JL Contractor ,eZV697 MODEL ELEKLOT53 HORIZONTAL .�` ��\ �l� `�, Pla Pr red Under The Supervision Of , r ��- O-Z-% ,- RewsE0 �-ipRiwT 0075 52 5,3. Li �_ r ACCEPTED BY: f(/ DATE: TRACT NO . 22916 ac 2b — A. Inspector REv1seo nfoo�L E[.El/ wr tif. 10-7-46 RTP SEE SHEET NO. 1 1 ' = 20 UP. /09� #LLAO Date: PRINCIPAL ENGIN ER, FOR CITY ENGINEER 1�4-97 R8F ��s� T VERTICAL f' f 1\ �� MICHAEL A. YLMAN STEVEN W. CRESSWELL PRECISE GRADING PLANS ch Dote Completed f7 5 '� Bio _ ,e�r�sEol'rs��Z - Z_s_ N l� E� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 8 OF N ZG - N/A or c k`� p F LOTS 24-29 AND 48-55 SHEET b PLOT: 04-10-96 JN: 400958 20 10 0 20 40 60 GORAPH I C SCALE IN FEET PE 1256.9 36 PE 1255.2 SEE SHEET N0 . 7 PE 1250.9 35 PE 1251.6 29 17.06 ' 30 PE 1254.2 PE 1252.2 ' 31 � f a2 54 95 11 , 34 PE 1252.7 60.00 to N 32 60.00 PE 1253.3 _ $ - - �kG _ - _ 68 18 , 60• - - - - _ R _ Un A,0 _ C%460.25' $ - F G 61.39 , - - _ - aFP /240. 1 60.06 - - o, L- /•% 1�' PE 1240.5 V'r - _ - - - - -61 2 3-G D \ F1 e 1243 �' N' _ _ - 1 `r �p f.L.� N F .G 1 \ rn r1'' g / , o 43.9 � - _ _ - - - N 4/ aF �° �} - 4 43.9 F .G. S _ - K l L Ah 43. f �+ 40.8 • 44.G PE 1243'9 /24'3 I 4t.4 , 4 F 1244 4 L. N N. 40.8 F .G• PE 1240'4 %;- FF F F _ +� FL -�� cr 42. 1 F 'G - 1240.! \ L I•1• 44.2 ca /' � �+ - F .G. 41 .4 FF \ RR 5 PE 4 43 7 /•/� ��'? 4F .G. /' 4} .4 F •G _ 40.4 PE 1240.8 7 ( 2 0 1 G ' \ F ' 444 FF I _ F 4 '� � 42.7 F •G• e FG FF 1241.3 0 1 - RR 5 F6' _ 4 42.7 O F .G. 43.4 F .G. F -G- 42./e PE 1241.4 � 4 1 � 39-4 7 - 12R 403 � PE 1242.7 _ 1242.b - ro •� FG- 4 F .G• fF D o 2 43.9 G PE 1243'4 124 15 FF 1 15 FZ o s. 401 t 9. \ 9 44• 40 .G. 1 ¢ FF 12 = 12 t . O o •3 4 ��.� 5 � • 14 4/.0 Z 7' FL'1 GF 12 2 0 43 309 0 , N •Z 41.I 1 �{ 2 403 ¢ 2,►0.4 ' r, \ ,L 43 Z 43.5 Q F G- _ ' G 5 7 � FZ' 10 4GF401q3 �6' w R C� R No�.Qw . N J , � 42• 4} .9 40.5 F .G D . 3. 402 0 R G F G N 0 39 Z \ q - 27 61 ?� ;1 F . 3 4 4/. 0 3 GF 124►•4 47•3 L. \ Gf 12 h Kti y S W 46 F , GF 1243, 5' 1242.1 40 9 6f, 4 3 . 1 GF 4 \ R4 . S4• ?s G• ' . t., 60.00 G 0�• h F.S. 42 0 _ m 42 Fz FO 6 �, • ' 6 .00 W 5 39 'S F p L.G. o f tK bL CV 6 22. O (� \ 30.86' �� 0 0.52' 37 .72 5 FS• 50 1 \ W S tK N B ACC AR \ ur) o � �G CORTE � \ L 57 -0 \ 1 85, �o � •s� � 9 0�• 60.00' J f \ - 38.00 { \\ PE 1244,5 23.63 28.89' 21 . 11 19.97 19.83 61 .00' 82.23' \ ® PE 1240.7 /0 \ PE 1241.3 a PE 1244.0 PE 1243.7 PE 1241.9 \ PE 1242.5 \ ❑7 © RJ PE 12543.1 ® ❑ \ ❑ SEE SHEET N0 . 10 Under round Service Alert 0 CALL TOLL FREE Robert Bein, William Frost & Associates PROFESSIONAL ENGINEERS, PJOUS k SURVEYORS 1 -800-422-4133 21555 YIEI ADHD, STE. 100•TEIEQLA G. 9NI (909) 676-8042 , FAX (909) 676-7240 LD9lo- 09BSRA ��9s- 052 GR MWORKING DAYS WFORE YOU DIC CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SCALEQc�pFESS/p y4 RECOMMENDED BY:"�� DATE: -aC-�s CITY OF TEMECULA DEPwm rr OF PIIBLIc Wows or°w1�9 No. 2 9� RQF SPEY/SED FF E[EV. LOTS 9/.7 n.7o�L JOHN LeSAGE ADEL S S. CASAO JL � ELEK G.F. ELEY CDR/iE •/@ LOTS 9-/7 - HORIZONTAL `�� � J�7 �s Contractor h mac, i� Plans Prep ed Under The Supervision Of W i = _ ACCEPTED BY: DATE: S-tI-t6 Inspector SEE SHEET NO , 1 - 20 W 41 E"° ,309 TRACT NO . 22916 X d " Date: S PRINCIPAL ENGI ER, FOR CITY ENGINEER VERTICAL f D�/y l� �` MICHAEL A. T MAN 14 STEVEN W. CRESSWELL PRECISE GRADING PLANS Date Completed N/A OF C AExpires p R.C.E. No43090 Ex 3-31-00 R.C.E. No. 47180 Expires 12-31-99 LOTS 8 - 7 SHEET 9 OF 11�\ . b PLOT: 04-10-96 JN: 400958 SEE SHEET N0 . 9 PE 1240.5 E 1244 2 P 1243.9 pE 1240 4 18 p 11 17 10 pE 1240.81 16 1� PE 1241.4 PE 1243,4 15 12 PE 1242.7 PE 1242.1 13 14 (rl - p 5 o B AC ARR_ \ Pry v a c Ct po• �'?�� �9�5 / OO' �,�.\ G ` Fs. ^ry � �ti �.• ��°`,�• moo•�' �ry �.' �9- �• �o s '� �- G ALl b- Asti. I�tiS A1•I0. Q1� k0'b �� 5 8.00 L. 4 - 5 • F• � �� S F .G• 1 \\ ,� 21 . 11 19.97' 1 3 , N FS 0 1 40 G _ 23 28.S o 61 .00 82. 0 v► F - 5 1 w 1 1 ao d 1 GF j 9. � .9. �° 0 4 _ No 4 GF lza Q Ft.,G 1 (j. \ �� \ .c• N Fc.�G 4/.' N4{.4 . .5 (0 401 40 7 1 ,�+ �• \ ,y 43 43.4 .c.,6• � X2.1 6 f y. ; 40-j 403 F .G• 1 5 h F G. F .G t 1 A 6 4 I CR F .G• .5 [�FIZ41 9 X119 40.5 40 ! 1 33' \ 6� Iti4 'G 1 GF 12 3 7 GF 12 '¢/G GF 1242 5 ' F G • ' \ � 3 F["� l 4 ¢ ' 4� M•9 } 41.0 0 N 39•� `;1 I 33 22, 1 ' 5 t 402 4 403 M.4 E' Y_ _ 22 43.0 - [.. �,W41 F .G. 42.0IL X R - \ 42• 1 F ' 1240'7 1 \ F b 3 F 12 41 Z 0 4Za ❑ E 1241.3 2 F I GF 1244P ,5 i4 ` � � _ FL 1241.9 FF 1241.0 1Sr+ 1242 3 7 ❑ D �; - 4❑ 1 FF , QLD 40 1 07 ❑ �- Iv 41 . 244 PE 1243 Z 0 PE 1243.1 3 PE 1242 5 4F .G F .G 40.7 F .G 1 rOro Q _ pE 1 \ , 3 FF 124 44 5 1 "J FF 1243 FF 124 0 F •G S q3.0 F F 12 � � � N �`L�G• JI S \ ❑ 3 1 T fb 1 � e 43.7 0 .2 42 5 t •/• 0 42.5 F •G• 1 9 - b p c.+ _ 5a \ � pE 12 45 0 3 � ♦ F ,G. 4 . 1 F .G. f• N,� g !Za G P M � 1240.4 r 4 OO �" � x245 _- , F .G / /• /Z4Z F. H co Ft N 1+ - U144 - - - Vol 5a, /Z fit•8_ � ,+ ,'rc S - - 47 .00' Z v' - - - - - - - - - - g 6000' \ FL N N - - o - - - - - 18 60.00 60,00 Q - 30 00 _ \ 30.00, 41. 08 - N C��vgLL 60. ROA a �p 8 46- O� �`v�' wry Cj - �O _ �� P AVBA h � ' N Under round Service Alert 20 10 0 20 40 60 o CALL TOLL FREE Robert Bein, William Frost & Associates GRAPHIC SCALE IN FEET PROFESSIONAL ENGINEERS, PL MERS k RR EYORS 1 -800-422-4133 27555 YU IIID, STE. a*Txau a. 92591 (909) 676-8042 , FAX (909) 676-7240 LD 909,8 6R 4& LD96- 052 CR TWO WORKING DAYS 917-ORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK � oES S/lpry � DESIGNED GPED BY DRAWN BY CHECKED BY Drawing No. u ' RECOMMENDED BY: DATE: s•� 7-z-9G RBF PES/SED FOoTPR/ /T L0�5 7d MnvcC. JOHN LeSAGE ADEL S. CASAO JL CITY 0F TEMECULA DERTENT OF PUBLIC wORS o Contractor ELEKGF.EI-EV [DRIVE /o L07-5 HORIZONTAL PlansPrered Under The Supervision Of w FF AP EV L07-5 /-B • 1 " = 20' W a No.43090 // ACCEPTED BY: lrDATE: s- - TRACT NO . 22916 Inspector SEE SHEET NO. 1 °` Up. 3/31-00 Date: S PRINCIPAL ENGI ER, FOR CITY ENGINEER � VERTICALl cl y l� MICHAEL A. LMAN STEVEN W. CRESSWELL e"'" PRECISE GRADING PLANSto Date Completed If 1E�� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Ex ires 12-31-99 p N N/A OF C A\ p p �f�°► : LOTS 1 - 8 SHEET 1 0 OF 11 N b PLOT: 04-09-96 JN: 400958 PE 1249.7 SEE SHEET N0 . 8 PE 1250.3 PE 1249.1 PE 1248.4 28 27 26 25 60.00' 60.00' 1 60.23' `, 60-21 ' N PE 1247.7 M • 8 � 24 8 $ g - - - - - - - - - - N 67.00' 67.85 - - - - - - - - - - - - „�. - 20 10 0 20 40 60 N f G 6 +r G +' f' rn - - - - - - - - - - - - - - - - - - - - - - - ¢• N /z¢/� +1 1, aZ.9 N 4 q3G �� GRAPHIC SCALE IN FEET _-- +r 1240.G /1/0 \ •_ 3 N /% Z•� 0 i [. �! FL.i #-P,0) 410. ' /'/• L'~ /'/• 41 .6 41 .6 43.6 43.6 Z Q. � /'/• F.G. F.G. % - F.G. G. � Q 40. 40.5 40.9 40.9 42.2 42.2 42.9 42.9 _ PE 1245.2 F.G. 1 j F.G. F.G. F.G. F.G 3 LLJ Z.- 4o.L PE 1243.6 _ - PE 1240.9 FG' ' FF 12416 E 1242.2 PE 1242.9 FF 1244.3 s. .•3 PE 1240.5 FF 1243,6 p FF 1241.0 FF 1241.4 3 , F 124 0 B' N 1 20 . 23 1W i 5 18 I -.,-% 19 � 40.6 1 21 2 \ 22 5 ' 4a 3 - FL. j47 42.d 42. 41.4 � 5 Fes. •5 �, 7'+ F_S. 45..640. , 41 .6 401 42.0 13�* 43.6PE 1240.4 F S 40.4F.G. 403 Q C G. 42.9 403 R 17 ,3 pQ F.G. 40.4 1 •Z R 4/.4 i F.G. 99. d r 'S c. 417 Z ' F_L. it GF 1241.6 Ft,G' GF 1243.8 GF 1244.S 5 GF 124M i ' 6, GF 1242.2 1243,1 5 7, _ 40. 1 40. 7 41 . 41 . 1 42 .6 43.5 ?43.59 F.G. F.G. F. F.G. 1 F.G. F.G. ry TC 0' 99 7 =L 40.4 _ 40.9 4t to 0 42.5 G [- G- N L fL- G• O N F� G• FL-G - O N iR -L; O N N4 Qil °'I 6 .21 ' 67.00 30$ DO74.98 60.00 6 00 60.2 '. S W ID ti S W S 5 S W S W \ Or V S W 1242 46 9,L F I PY461 N M 7- 14� �h �- 1242 9B "1 EXISTING HOUSE _ t C Q' PE 12446.2 CORTE BACARRO _ - '� , 3 66 Va h� 70h�` oh '`h e 41 ` Or 60' L 'AA y .3 A0�► _ B' I I N p�1. k W 48 - CIO o� S W 3�5 �9Fy F5 39 5 S s W ,�, tiF`' 0 2aa8 W60.00' 62.00' 62.0 _ 2.00 45.00' 25.87c° rA VF •4 LL ' O C4 h N `O O Ao2 ` 45 Z O 0 4o Z o 4/.Z 4/IF4/.3 - 42-7F�• ZAg3 O F_L.�G. _L.IF9, � fL. G. .L. O 1 / 40.5 41 .0 Q 41 .8 42`6 F.G. 7 j G. o Z - QFF 12 1� Q F.G. F.G. F.G. F.G. GF 1244.2 A5' G. "3 GF 1241,5 GF 124 .3 " GF 1243.0 GF 1243,6 0 ' AA• F GF 1240.7 40.5 Z 0 FL O -L. CG- 4/ 1 4/.339.7 41.7 3 S. 0 Ft . 403 41 .4 Gd 402 403 402 33' 'o 401 X13 F.G. 8' 42. AR B F-G 7' AR �: AA6 1•I" I CR 4Ct7 ! F.G r W 22 1 1 � t F.G. + F. I © G QF- , ZRy3 ti = I LLJ 39.7 ; 01 Z ./ Fs_ 2 v _ 8• F /• 4S. 3 - 69 �` Fs- V) I 77F.C. 72 N 70 \ s / to I ' 74 73 1 Z-11 71 tee, PE 1244.0 AA G 44 3 / W 8 PE 1242.3 F ' 2 I PE 1241.5 I PE 1242.8 PE 1243,4 FF 1244.7 I•I� �� FF 12 FF 1244.1 / + � - PE 1240.7 FF 124 D FF 1243.5 $. '' I F F 1 41.2 b.6�• 44.° W Q I Qj 43.4 ' F6 I 41 .5 41 .5 42.3 42.3 42.8 42.8 4 .4 fG 1Z 43'1 F.G. F.G. F.G. F .G. rt F.G. F.G. F.G. F.G. CP A_ LP 40.7 40. 7 /% /lb n� F•G• �� /24t. / a• f N \ 42' / /• /24/.t FL. H R /24z 5 - F_L. N- • .� �'r 9 _ /260.5 0) - +� FL-1 f1 P , Lr, 0 rn I \ M \ W - - 0 80.07 8 v� g 00 >- 84.89 d ,tih ,�G 50.00' 62.00' - - - - - - IT - 62.00' - - - - - - - 12. 16' 68.85 K, 62.00 h soh rya°',�G ,°/, %K1 G Under round Service Alert PAUBA ROAD 0 Robert Bein, William Frost & Associates L D 96 - /46 SR CALL TOLL FREE PRUMIM& EMINERS, RQ#0S k SJMYMS 1-800-422-4133 7755 nEZ W, S1. aOMEW G. MI 0. (909) 676-8042 , FAX (909) 676-7240 LD9le - 098 GRD M WIMING DAYS BEFORE YOU DIG LD96- 052 GR CONSTRUCT I ON RECORD DATE 9Y REV I S I ONS DATE ACC'D BENCH MARK SCALE QRp F E S S I pH( DESIGNED ES I G EEDSABE DEL AWN CBY ��® BY !' _ DATE- 'S=u-x CITY 0 F T E M E C U L A I ,I, Drawing No. 7-2-9ry RDF- 77-fED MODEL ELEv_ LOTS /,8-Z/• -M-'Xe �p ` ' RECOMMENDED BY: Contractor t 72-7.0Lewy LOTS I3 [bg•FF ELEV. HORIZONTAL ��� a��� r/lf� �6, Plans Pre red Under The Supervision Of OTS /8 2/ 72-74.;,,,F EL" c DR/W _ ACCEPTED BY: f(/1 DATE: T?-AC ~ No.43090 PRINCIPAL ENGI R, FOR CITY ENGINEER TRACT NO . 229 1 6 Inspector e LOTS /B-2/ 4 7Z-7y SEE SHEET NO. 1 20 Exp- 3/31-W Z.s -/7-S RBF AimsED Fdorpi4/NT Lar &I& V. 4- 14 I?SP VERTICAL f �1V1` MICHAEL A YLMAN STEVEN W. CRESSWELL co PRECISE GRADING PLANS Date Completed MODAL EZFV LOT5 22 23 G7 6 S 70 s7/ �j k1-47 RdF ,ftwxv �ar�lll ' 4dr G9• ► 1� •r1 N/A F OF C A``�0 R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 LOTS 18-23 AND 6 7-74 SHEET 11 of b PLOT: 04-07-96 JN: 400958