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HomeMy WebLinkAboutLot 14-84 - PreciseGrading _ _ ., ..._ .__.. _._.. .. _ .. .. .._. .._ ... ...... _ _... _. ,�.:c _._.__. _ _ ..___ ________ _ _ _._� ,-i.._ 3 -• -,rte -. - �ws rya�.cr.-4[•-^+F�-+•f-}-+-.�.,, �1 f LEGENDa Rog z 100 PROJECT SITE B RAC I \ E1 2 - 13 3 TOP OF CURB 0000.00 FLOW LINE F.L. B4 2Q HIGH P❑INT H.P. r S ' rpt �t , ADING PLAN A s A PRECISE GR I FF C 5 5' C D D FINISHED GRADE F.G. MIN M MIN MIN we[ MIN FINISHED SURFACE F.S. GARAGE FLOOR GF 0000.0 z Z Z ;e X: i z VIA RAMI x � x � PAUBA PAD ELEVATION PE 0000.0 FINISHED FLOOR FF 0000.0 g Z 8 20 1 �.� 6 �> 60o , ° 19 / 12 11 10 9 15 7 ROAD WATER SERVICE W lot 140Lo SEWER SERVICE S 17 , 1415 s 33 2 3 9 TYPICAL SIDE YAR A 15 D DRAINAGE 1 N3 A � pIDPIfA FIRE HYDRANT DISTANCE FROM FRONT PROPERTY CORNER To THE GARAGE 37 27 RD• CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. ® 38 3 40 43 4 7 S I TE �pD DRIVEWAY 9 NY 79 STREET LIGHT 0_- 12' MIN. P/L 8' MIN. BLDG, PAD 1 1 lld 70 67 9 4 SLOPE 111 ABOVE PAD 5' MIN. 3' MIN. ELEV, 1 1 6 50 TO SAN DIEM lo' oR 12' 1 117 EXTRA DEPTH FOOTING COMPACTED �, 1115 6S S1 SO 6 MIN. � VICINITY MAP BERM 73 64 52 22 INDICATES AMOUNT OF 111 110 119 EXTRA DEPTH FOOTING O °= i 109 120 5 1 NOT TO SCALE 1 :- MA1L� Iola 121 7s 6 ° p 12" MIN �nP� 7Ng ,� 1 s GRADING NOTES 2�1 MAX. 2% MIN. 107 122 n � 9 �� 2% MIN. _ 21% MAX. c -- 106 � 123 LOT NUMBER F SECTION A A s1DC ,�1< cum 715 59 57 17 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTE 70, c�u� 10S 124 AS AMENDED BY ORDINANCE 457. FOR SIDE YARD SLOPES GREATS INDICATES MODEL MAILLl�OX LOCATION-1 DETAIL. r.".2 104 - 125 79 VIA CI 16 1 THAN 5' IN VERTICAL HEIGHT N.T.S- IRI 5 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE a I%. 103 126 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE UNIT TYPE 4 151 152 14 CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES, B 12' MIN. ABOVE PAD ELEV. 102 127 4 INDICATES ELEVATI❑N 101 1215 12 3. MAXIMUM CUT OR FILL SLOPES = 211. � 1515 to, ops r2' 100 129 90 es 87815 es 11 4. PROVIDE 5' WIDE BY Y HIGH BERM OR EQUIVALENT ALONG THE TOP ALL ROUND OFF TOP FILL SLOPES OVER 5' HIGH. THIS LOT REQUIRES A BACKWATER VALVE P/L 3 �G' o VIA CESAR�O 10 PER SECT. 409 OF U.P.C. PER APPROVED - K (° 9 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION CIF A COM�ETENT 5 WATER AND SEWER PLANS. SEE INDEX MAP SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ( ) 1 Mrd' P 2 1 3 4 5 6 1 1 2 7 8 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS MAW-" 4" M1r,1• OVER 1' DEEP. CT-fP) GL 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMtCULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH SECTION B - B 1?� GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO s+r>Ew�u 1:1:7".r , GU'TTEI� ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FOR REAR YARD SLOPES GREATER INDEX M GRADE, ELEVATION AND L❑CATI❑N OF CUT / FILL SLOPES. N THAN 5' IN VERTICAL HEIGHT _ MAIL 5,0K L_OC 1-1Vre1 -r^ L. NO. 1 Ts. 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, A ONG SCALE: 1' = 200' TOP OF CUT SLOPES. B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATEN THAN 6' MIN. 5' MIN. P/L S' MIN. 6' MIN. ONE FOOT. 3' MIN. 1' 1' 3' MIN. - LOTS INCLUDED 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATII NS OF MUDSILL MIN, MIN. MUDSILL THE PRELIMINARY S❑ILS INVESTIGATION BY, 40.00' 40.00' 40.00' CONVERSE CONSULTANTS DATED DECEMBER 23, 1988 TWO SETS OF THE FINAL COMPACTION REPORT SHALLBE SUBMITTED TO THE 3'x3' CONCRETE SHEET INDEX ENGINEERING DEPARTMENT WHICH SHALL INCLUDE-FOUNDATION DESIGN RECOM- " 3'x4' CONCRETE MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 12' MIN. 12' MIN. 3'x3' CONCRETE PAD ATC 2xPAD PAD ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT, PAD 2% MIN. 24 MAX. 6' TYP. 2% MIN. SHEET 1 - TITLE SHEET 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEIERING 21% MAX. MIN. 21% MAX. w - - L-- - - - SHEET 2 - PRECISE GRADING PLANS, DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE SECTION C - C W W LOTS 14-18 k 56-58 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- y� ~ SHEET 3 - PRECISE GRADING PLANS, TI❑N MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR LOTS 19-22 k 51-55 EACH LOT. SHEET 4 - PRECISE GRADING PLANS 11. CUT SLOPES QUAL T R RAT I 0 E 0 ❑ GREATER ER THAN S IN VERTICAL HEIGHT AND FILL cv _ U _ LOTS 23-32 k 46-50 SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE X cv N M PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 5' MIN. P/L - ^ x o $ x ao SHEET 5 - PRECISE GRADING PLANS, g EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO ''' Q n rL N LOTS 33-45 3' MIN. 1' to M � 'n SHEET 6 - PRECISE GRADING PLANS, THE APPROVAL OF FINAL INSPECTION. MUDSILL MIN, 6' MIN. LOTS 59-61 k 75-84 1 2 �3 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METH S. SHEET 7 - PRECISE GRADING PLANS, A A A LOTS 62-74 13. FINISH GRADE SHALL BE SLOPED AWAY FROM AL A L EXTERIOR R R E IO WALLS I4T NOT LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUIL�IING 12' 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. " MIN. CONSTRUCTION N O 1 E S & QU A N 1 1 1 Y E S 11 M A 1 E TI❑N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 21% MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SECTION D - D TYPICAL OVEIZALL FOOTPRINT DIMENSIONS NO. ITEM QUANTITY UNIT 15. ER❑SI❑N CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROS A ICE 1 LOT GRADING (71 LOTS x 15 C.Y./LOT) 1065 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 COMBINATI❑N THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER Under round Service Alert BENCH MARK U.P.C. CHAPTER 10.R. Robert Bei74 Filliam Frost & Associates CHTY OF RNERSIDE IIx NO. T- 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD `PRIOR o PROFESSIONAL E1CINEERS, FLAMERS t SUiVEYORS Pyr 1AtASS DISC Di CK CYLINDE LOCATED FRDI THE D4TERSECTION OF �� FRONT ST. p /pEVEI-OPER TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 27555 YIEZ RX, W. aOTE1M G. 92591 AND RANC16 CALD-IRNIA MAI 1.8 RIES kE. ON RANCID CALFORNIA ROAD 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RiLIEVE CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 TO THE DNTOUCTIN OF RNU CA IFORNIA ROAD AND MRGARITA RBA41N T1E N.V. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE C❑R- 1-800-422-4133 CORNER OF THE INTERSECTION 1' E A 7' CHAD K FENCE, 21' x 16' RECTI❑N OF ERRORS OR ❑MISSIONS DISCOVERED DURING CONSTRUCTION. UPON _ RICHMOND AMERICAN REQUEST THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED Rev. tt�v L Q1iINT s. ,'!G-3S,40 43. t AROIND SIl CALF. GAS VALVES, 40' OF PP. t1aNl) 94' K OF THE CENTDNIDE ' -?AAS R$F G I�JI 17310 REDHILL AVE. , SUITE 320 T❑ THE CITY ENGINEER FOR REVIEW AND APPROVAL. 6-1V97 way. roc. OF RKV CALDIRNIA ROAD, ASS WITNESS POST SET I' V. OF IOMRENT, IRVINE, CA 92714 L D 9G - 113 GR Ai TWO WORKING DAYS BEFORE YOU DIG 5 R�rs� r=te r `� 2sa� ►4�q� AU DA 19-13-82 REV. 112//410 LD96 - 041 GR CONSTRUCT ION RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARK QDp F E S S 10�, DES I GPED BY DRAWN BY CHECKED BYSCALE - Drawing Pb. �/ JL ADSL S S. CASAO JL RECOMMENDED BY:Vd DATE: CITY 0 F TEMECULA DEPARTMENT OF PUBLIC WORKS 7--/!-9G RDf REY/fF FA?TP�PiNT LOT 67 MODEL 7,25-% ��O A jr f i Contractor ELEI/. LOT 73 HORIZONTAL y \c� !f'Z �, Plans Pr ared Under The Supervision Of rj W0.% R$F R6V. FVOTPRIME LOTS, 19 55 97 10.11. � _ ACCEPTED BY -- DATE: ?-M SEE ABOVE AS SHOWN d No.43090AD PRINCIPAL GINEER, FOR CITY ENGINEER TRACT NO . 24131 -3 1 N Inspector X011 MMMMOLtLE1/. t1JT 14-. Exp. 3/31-00 Date: ►2-31-9� R.6F 3 REVr F0dFPZltdT ADT 54-a RE11sc �_ ,� VERTICAL f' f Y 1 MICHAEL A. YLMAN STEVEN W. CRESSWELL s; 0 PRECISE GRADING PLAN Date Completed MODCI. 6l,EV. t,o�6zo �23.5-21.97 RDF /FEN/A lF Of Ck``�o� R.C.E. No. 090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 �''Aas TITLE SHEET SHEE OF 7 T V/SE fDOTP/P/A/1 LOT �!i I�T 2- fLT PLOT: 4-09-96 JN: 400939 l I SEE SHEET No ` 59 60 61 PE 1207.2 PE 1207.6 PE 1207.9 A3 N 61. 12' ,,off L 41. 47.78' _ 8 8 0 + fr +r J in in � 5 H F4 1192. 1 CC! qtiU, z Ci �I� ♦r _ L r N P I I QZ.0 ♦r �...♦ I ��pp 1"I r FL,Hfp = 9 13.t 91.8 1.a S. 92G4 2.4 2.9 (n 30' - -_-- 5' 1 G 92.7 _ - _ N FG 5 W01 30 .2 20' 20' 1 �, S8 PE 1192,4 - z Mfg w kP FF 1193.1 PE 1192.9 rc PE 1191.8 1 FF 1193.6 Q FF 1192.5 ® 2 91.0 4 57 91.E Nz L A FL 56 =\ lel FL, Fc5 _ PE 1193.4 91 .8 1 91. O O 90-7 C 3 s F.G. 2 9 .0 ❑ 92.7 2R N 55 I L,Gg F 91.2 r� A __ 0 F5 4 GF 1192.0 4 GF 1192.6 .2 91 FG5 5' GF 1193.1 F B `rte 90.d 92.0 92.7 FL,b5 FG FG 1.4 91 1 45.33' v, N FL, _ - L,&B `-� 0 53.20' {�' . ao �4 h W °° ao N �Z1w 1K 53.20' � 2 4 0 ALLE o >>�e`• 3 - Q TAR MA Z 0 N � ' - - ti - W U W 49. 73' 90.2 ^ If- 49. 73' V)S � h � VW 907 49. 13%�0. 90 p FG8 5' 91.5 GB n o rn rn 49. 13' 49. 13'" rn R 13 GF 1191.4 M G - � lr.2 ^ ^ m RIW Gb 91-7 90.8 .4 _ _p 91.8 / 92.SGS FL,GB 8 nl 2 90.(, - _ 1 FG 31q s' o ® a 90. 91 1 F , 8 o OF -1192.4 - 119 S 5 A 4 - - �,9 - - nl 4 Fc 5. p Z 9r. G E 119 3.3 9b.4 9 3 N . 4 2R 91.8 N 92.5 1 L 91 4 _ a - 14 F C 2R • F� Fs a FG 5 92.7 PE 1193.8 .� P FF 1192.4 6lr.4 91.9 .4 PE 1191.2 16 3 FL 20 10 0 20 40 60 1191.9 2- FF ? 1 PE 1192.7 '6' 2.7 ❑ FL o 4 15 4 ? N FF 1193.4 N. PE 1192.2 GRAPHIC SCALE IN FEET FG2 97.2 FG 97. 7 FF 1192.9 ? 17 PE 1193.1 FF 1193.8 ry 1r 90.9 Fc 1191.4 Fc 92. 7 =C,1{P F '* 92.2 2.2 FG 92. 7 1- // o / - 1191. ,, +' 119-2-♦ 93. 1 93. 1 52..g4, C. 9 FL H P G F 1� 1 7.9 53.05' \ 52.68' G $ c N FL, H P 52.68' G >� - 16A 0 9 53.05' .* 8 OPEN SPACE LOT 92 Underground Service Alert 0 CALL TOLL FREE Robert Bein, William Frost & Associates MTESSIUVL OCIhEERS, PL WRS It SURVEYORS 1 -800-422-4133 17555 YU gyp, STE. 400eTpFaU G. 92591 (909) 676-8042 , FAX (909) 676-7240 LD 9G -/&¢ GR TWO WORKING DAYS BMW YOU DIG L D 9(0 - 041 G N CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK pilss1p DESIGNED BY DRAWN BY CHECKED BY Drawing No. SCALEQ� "'� JOHN LeSAGE ADEL S. CASAO JL RECOMMENDED BY:>1 DATE: CITY OF T E M E C U L A DEPARTMENT of PUBLIC WORKS io 23 q RBF Rev- FGbTPRI�J7 L_07 57 �� O Contractor � j`lii �= P I ans epar ed Under The Supervision Of M E��- LOT 14. 10-�. HORIZONTAL A � - - TRACT NO . 24131 - 3 CCEPTED BY. DATE: Inspector SEE SHEET NO. 1 " 20' d No.43090 Date: 4 PRINCIPAL EN NEER, FOR CITY ENGINEER N P Exp. 3/31-00 �} MICHAEL T YLMAN STEVEN W. CRESSWELL PRECISE GRADING PLANS Date Completed VERT ACS TIF OF v �l�E���`! R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 _ _ N LOTS 14- 18 AND 56-58 SHEET 2 OF 7 b PLOT: 03-20-96 JN: 400939 a PE 1207,9 61 PE 1208.2 62 PE 1208.5 PE 64 08.9 PE 120 PE 1209.8 47.74- 63 9,2 66 65 8 47-74' g - 48.92 8 49• 49.33' +4 n k - q « ti7 ti 20 10 0 20 40 60 _ F93'( /. +1 HQ I +I 1147 1 GRAPHIC SCALE IN FEET �,� .t �'� �tP � I 95.4 � P �,. �� .4 � � 95.3 �'-� -- -201. I 9(r.5 I :I 11 rr.o FL C-7& O 6•* G F FL, H P 97. 97.4 1 56 .3 96. G G �1 4.1 1 54 FG 3 I Z PE 1195.3 - -- - - � 55 •1 _ FF 1196.0 52 I - PE 1197.4 ? 2.C. X 3 PE 1194.2 + 3 FF 11981 �' ® FL - 3 I FF 1194.9 2 �I - W x FL I I 53 94.5 �l PE 1196.3 •1 - p 5 I = bi .2 1 93.0 FF 1197,0 0+ lv 9r,.i 51 �.4 50 (n I FL 95.& Fc L Z -3 FS - _ 9F-7 1R 1 ( rL FL �. S A 1`G 95.3 3 PE 1198.5 W GF 1193.6 94.9 1 FG 8 FS - 1 96.0 9 .7 2R W 5 GF 3.3 94 0 QQ ?C 96.2 G. FS - - S A (n s3. 119 •`} N � 0o 9 -4 FGO 93.7 4.4 �, Gg Ft-, GF 1195.5 94- .3 � N 2 , s J•� F�.9 Z F<< GF 1196.5 GF 1197.6 53 20, 1 +C+B , 9 94.9 96.0 96.7 n1 N c, FG FG FG S / m 94. 5.4 9 5A 9 `' FL,Gg�3 20' s4.s o� 4 Fc.,G8 Ft,GP� 9 P J h ao ao 1- i qb 54.93• \ ,�+ o .,N. `o otiFN u 5 u 67 N PO Li N X lb MATARO h 49- 13 �% n•� u O Vl r, •� 49. 13' 93 3, te Gg �rD $; rn •��` 49. 13 1 44.95 G I N 93.5 ^ ^ !o % S' - I r% A FL 94.0 r GF 1194,0 ' 1 94.8'G6 l.G 0 5. , N 5 '9 93 z 5 GF 1194,6 93.3 2 , FL, - S .e1R .3 _ - GF 1195,5 9 .,+ _ 4 1196,4 95.2 F 5 , A 94. 1 94.8 3 b � Fes/G 9z.'7 1 PE 1193.1 F� N A 95. 95.8 FG 17 O 4 g' FS 8 I Z 3 19 s' 3.7 - Mw. ' ® PE 1194.4 F� 0 94-Z 3 95.2 �N< p FF 1195,1 .1 = `t PE 1196.2 I 111 W PE 1193 8 - A - 21 D W 1 3 FF 1196,9 = FF 1194,5 � X• PE 1195,3 4 I 7 e 1196.0 22 FG 3.8 FU_ 94.4 c 5 FF 35' 35' W rG G ) 96.2 96.2 I 25' 1 U) 93.5 11L, 1 25' Ir *� - �� FL, 95.3 Fc Fc 0. 95.3 ►•95 I o FLS H P _N ... 1.� F $ °►,�.� 4 qk 1195 0 FLS H P * +� F FL, H P L 53-16' •"/ ",� 52-75' �y y 16Z g I N 53.08• OPEN SPACE LOT 92 Fjw 101 RIw Under round Service Alert o� o � CALL TOLL FREE Robert Bein, William Frost & Associates PRTESSIONk ENGINEERS, R_k*I Ir SJKYM AY 1 -800-422-4133 Tft YC RX, SR. Io eMEW a. 991 (909) 676-8042 , FAX ON) 676-7240 PARKWAY MEADOWS 9� Two WORKING DAYS BEFORE YOU DIG - - - - L D 96•D 4 GR N CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALEDESIGNED BY DRAWN BY CHECKED BY = QRpF E S S l pN�l JOHN LeSAGE ADEL S. CASAO JL RECOMMENDED BY: " DATE: CITY OF T E M E C U L A DEPARTMENT OF PLIC WORKS �°Ming No. RBF ) -Z 2 IZeV. F�PILI STT c arS t Sr.SS W14O A !� f Contractor It-51-9&1 ftaFs R61/- tWTM IN1 t-D7 �aeL R /. HORIZONTAL .�' `� lig P I on Pr or ed Under The Supervision Of n OML, Eu v. LD-f 20• 1 " = 20' W a No.43090 A . . ACCEPTED BY. DATE: s j-�LTRACT N0 . 24131 - 3Inspector SEE SHEET NO. "it '� AllDote: PRINCIPAL EN INEER, FOR CI Y ENGINEER N VERTICAL , D�jVj\_ �, MICHAEL A. YLMAN STEVEN W. CRESSWELL PRECISE GRADING PLANS In Date Completed NSA OF CA �OQ R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 -Expires 12-31-99 LOTS 19-22 AND 51 -55 SHEET 3 of 7 % b PLO1: 03-20-96 JN: 400939 F6_6_1 SEE SHEET N0 . 5 PE 1209,5 6 1 1 33 67 PE 1209.7 68 45 30• 30' PE 1206.7 q PE 1209.8 t32.Z0' PE 1206.6 0' 20' 20' 1 49.50' _ 09' 48.24 L� I _ a 2.50' 55.63' 90.30' 18'� N 1p ♦d * w o ,� 04.0 02,19 ^ `� Z iZ 4I $►� WL U-� � 3.9 c c J N =_ o o .l Q F S cu Cu - L .6 59 - o LL. � o� cu .., 4 20 10 0 20 40 60 - - - - „�, - - - Zp•• - to J 13.2',6 LO N m a a 36't ow ie 119 .� �,'' �� o o [�] wCu S3 0 � .I a r 03.4 - GRAPHIC SCALE I N FEET I +� +, 0 0 h• jp' LJ ® V 13-3•. FS Q 03.4 ° a `` IL 0& 1;98�, �.� 2�� I d Fs o Com' I /z _$; 9 .I TF $ 19 2D moo , 1•� G 131.55' PE 17-ICO- 0 FL, H P 96.4 I I�Qv.-t 1% - -- LL 98.5 98. 99.3 99.6 FL,LG& H o g pIL /�i .�L W O� �• i° ,I ; FG FGFG I 1--- 7 � I --- -_ -- --- - 1.0 89.74\_ ..- _ � I �ZO'<<' J � N� � 4 � C. 4 G _j 03.1 � �� m �. c 31 - - - - - - • I PE 1198,5 4 48 - 18 Q F v `° M c-- O PE 1199.6 I 3 q9•- rF c� - p .t a 03.0 r O N V < N _ - 8 Z FF 1199.2 FF 1200,3 I g J p t N o� `` FS U '� c cru $ CN I PE 1201.0 t L o o U- - �e• � IL 2 G ~ 51 ZCu W I 50 97.7 FF 1201.7 00.2 e - do o m n OZ.S 20226 OZ a F,5 117•f: U 96.2 49 9. I FL N IL : � 12-sr ti + N o Q PE 1197.4 Fc 3 t0� m N = Z I F� FL (00 of'0 °f 0- L_ �' w 96-1 98' I s N 0- L_ 3 ss.5 3 5 FS 2R 2 I 'S 1 J 122"81' �- IN o0.7 W I Fc g q _ I ���" -- W 4 q 99 4 5' I 97.2 S FL,6B GF 1198.7 I ` F�, GF 1201.2 t3' 25' f a`i " ra !� '. :5, GF 1199.8 00.9 vV f o 202E o• 0 29.1 a 5 + 02. 4 T034 I 98.1 98.8 FG 0 -1 T 04.v� .. w �� 02 4j f F FG AO O F-- - �t X215.G - 97'59 A N FL,GB eo a' RAW N °° FL,(�B ,lsb \ I� 6691• o \ . tq \ 111 N 55.45' 58.10'� OZ-4 54.93' 54.93' u SV7 tp 5 h Q �y ba 120 V n r OO II CN q!� o` �'�. ti� b� .tit '� g 12�C en AP O( 0 fT z a 9 _ M AT A 120 s� ,o, •. ,� CALLE Q 2 0°,`�,• �°o oma' � °�•� v_ �r I o'N'�U1 (� r J 26.67' 15. 3'\8. 12' 32.9 15.47' \ Cr titl ° ��p�Op 6 \ • j 'ti 'ti 49.52' 49.5 42.50 m pyo.'; m Q QQ tJ� t Ito .�rl: oo �e FL, e F b� 2032 0 �'� cci 41 .0 0, 915.5 N1 FL�00 6 t. 02.3 5• GF �� , 1 _ 5 V 0 2� FG 5 99G3 120 1 OF 1202,0 F Gb GF 1202'7 2 3 P 0 °h�° >>°I�` G GF 1199. - - GF 1200.2 9 -1 3 5 3 01 .5 5, � D IR 01.E q C �•„ ►'7 Q V'( I F-, b 8 ® FG 6' ! 8 GD'4 c, -- _00 6, FG p� O�b Za O 3 Q�. g Fs _ - 2 qp.z oo ', Fl. p3A 99.0 8L 3 25 � =: F 26 PE 1202.5 � PE I' 9 FL PE 1200,0 l _ 3 I o _ FF 1203,2 FF o WN ' FF 1200.7 _ 03 'o N W 7 ' I ° : PE 1200.9 PE 1201.8 = 35' 35' PE 1199.0 -7 I FF 1201.6 FF 1202,5 27 0 (n I 2 02. 13 3• ,ZO'L FF 1199.7 f . 00' .8 FG FG 25' 1 01 1 � NP o o' 3 25' - 5 1 ,• 00-0 W I 99.7 w 01 ,8 FG FG FG PG © IZCl9.li FG 1201.5 121 ✓ / 87.49' 0 9. 99.1 �-� FL-,FG FG N+ i FL, • / 0 1199.7 g �� 56-00' aaDq 1115-7-7 5V& 50.03' 60.60' LF ,HP 53.09' j� 53.33' 000 >>� G Q qk 10 OPEN SPACE LOT 91 RAW I � N O - Underground Service Alert PARKWAY MEADOWS - CALL TOLL FREE Robert Bein, William Frost & Associates PROFESSIONAL D C I NEfRS, R APIC6 t SURVEYORS - 1-800-422-4133 27555 nEZ LVID, SIE. 1006ME01A G. 94591 (909) 676-8042 , FAX (909) 676-7240 TWO WORKING DAYS BEFORE YOU DIG LD .96 04016R N CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKSCALE QRpFESSIp DESIGNED BY DRAWN BY CHECKED BY C Drawing No. ('2 51-9` � 5 Rte- mooeC, euEV. L4T 23 _. j �O A j "'r� JOHN LeSAGE ADEL 5. CASAO JL RECOMMENDED BY:! DATE: CITY OF T E M E C U A FART ENT OF PLIC WORKS Contractor -tz RDF 4 RE✓1E /�ooTPRmir LO 22 HORIZONTAL h� `�`Z`� `l��i �6, 0PI ons re ed Under The Supervision Of -K-97 � 5 RcvisE Foo,-PRI"7 L4TS 2s&50. 4 1 s ACCEPTED BY: DATE: S'Z�( TRACT NO . 24131 - 3 Inspector SEE SHEET NO. 1 20 09 EDo /31-M ,o Dote: PRINCIPAL ENGINEER, FOR CITY ENGINEER i VERTICAL � MICHAEL A. MAN STEVEN W. CRESSWELL PRECISE GRADING PLANS Date Completed eted /,�l 1 V 1� �� p F l�0 R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 N N/A o1- cl►` LOTS 23-32 AND 46-50 SHEET 4 of 7 b PLO1: 03-20-96 JN: 400939 PE 1217.7 PE 1216.9 PE 1216.5 PE 12185 _ 52.00' N 45.55 8 C N M r 20 10 0 20 40 60 PE 1219.1 GRAPHIC SCALE IN FEET K U +I C Iz 11� F OHr HP/ ... I r�• % a 9 1 ,H FLI Cr- •% FLlb siZ 1211. 4 7. I D•5� 12.2 Ft_, HP 1 . F.4 G 07. G fL�CID PE 1219.4 # FG - -- - - - - - - - 7 06 G -- 36 4 PE 1209.4 .-Z I 2 PE 1207.8 -7 0 1 4 FF 1210.1 I: FF 1208.5 33 4 PE 1212.2 I_ FF 1212.9 2 2 - I 32 112 5'' PE 1206.7 '5' L , I 35 9. NI 34 S Iv I FF 1207.4 PE 1205.7 •�O 3 O ,V F� FG I.� 4 cfr-s FL - O F L .6 h a 1 092 ob.t 5'' 11 .9Q A .1 p FS 2R 4 07.4 3 Fs _ Fs 1R o6. 218,9 FG A 1 I o I .3 0 . 3 PE 1 / 11. AGF 1211.65 5' N 4 F 7 I F�' FL, d GF 1208.0 11 .4 GF 1209.6 � I GF 1206.9 L, � FG 9 5 11.0 09.0 07.1 06.4 FL CAPS FG FG 06 ♦ n FL,06 1 Rlw �► o, N to 50.00' 91.77' N 54.04' 24.38' 27.62' 5 o ti W W S `0 0 "� K o . 0 ek OLOT 3134E � G \ G t �� 51 O CA -1(0ZOrO G ,ZpQ� �Zp� N Z S Z _ LLE �2 -� Fs 5a AVELLA w _ oi �(o , o'lot Ao�O Zp3 G _ �' is 8 C � 13� 3 pg. ,Zo Lv o. s ( S �2 ,� ti2p'<<'• %_� .2 G, Lv oe �'' ��h °► Ib - ,a9, g 14.45' C v C zle_ U _U-9.59 - '0 38.97 49.40' 5 0 O 50.00' o� v, 17.36' 32.59' �I i 0 Oi _ • I M 49.40' 48.96' °0 13. v 12-4 o rf1 ` ao- rn - - co os.2 '`�.�� O ? •� FL, S - FL,Gg 07. Ob.v 14.6 13.4 l ,&5 oz.s 4 9 FL, e' N r 1 05.0 •� / IS. c'I 11.7 L, 07.2 . 7 , ! , - \ �,► 6- /S� G 1215.0 _o _ 5 EG - --- r GF 1206.55 �Z s 3 OF 1213.7 I •� 4 GF 1212.0 .a n. � _--_ - -- - ___ o UF -1209.1 _ GF 1207,7 I s \ i o _ 2 1 G \5, c /s.q C a g 2 F e I 3 G F 1210,7 ♦ - 13. 1 L 4 ,� :e ,2 a�.2 I N 3 1 ® 1R a o - _ �s C 7' A FS A G 5. ILS LD 1 O OLZ B A 10.1 F 3 14-o5' ps 8 - p g• O PE 1205.6 4 Ir.o Ob fL Ps A f FL '� 7. 40 Ft- .8 o .� .4 1 q p : g PE 1206.6 J I •� El FI_ FL PE 1207.5 ss FF 12 X5,2 2 \ 11 2 Q PE 1210.5 \ 43 Q I FF 1208.2 - FF 1207.3 �- 0 - Ft- 2 FF 1211.2 06.3 �� .4 .2 L 1214.8 PE 1213.5 .2 PE 1211.8 -6 - 'Z ' Ft_ PE 1208.9 4 44 45 2 Fo F 1215.5 _ 's FF 1214.2 .I FF 1212.5 .5 6 .0 8 /Z�S 42 2 FF 1209.6 07.2 06.6 L ob a ��- /yP FC 1 14.8 14 13.5 13 7.5 +. FG .8 .5 FG IZGYi G �� . ' F FG 9 4 �.� F�.,iib - FL k R ft'64 12 5 - IZt3.2 i I2tr.s low_ 1210.2 , fv �.G / N 2./. --T G �► Ft_ - - �= Ft E,g .�. ;'_ FL,�+ . _ K oB.� �� - °�s o) ISG O Q�' N r7 , PN FL,I{P �N 'r '�PL'�P � • �`v �' `\ F I•�� Z� CID - �s ,� r/• /�S N R\ $ r �- • _ T 50.00' So.96' r 3 n ° 6 / 51.83 51.64' G 52.18' G 15.52' 38.05' �\ T-F 10. 52.55' 52.38' T-W. 11.0 TF. 07.0 68 OPEN SPACE LOT 134 69 PE 1209.8 PE 1209.8 NOTE * Underground Service Alert SEE SHEET N0 . 7 GARAGE FLOOR IS LOWER THAN NORMAL. 0 CALL TOLL FREE Robert Bein, William Frost & Associates PROFESSIONAL ENGINEERS, PLANNERS t WKYORS 1 -800-422-4133 tFA nQ RX, SIE. 4000TEEau G• T51 (909) 676-8042 , FAX (909) 676-7240 o TWO WORKING DAYS BEFORE YOU DIG _ LD 96.041 GR i N CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MURKDESIGNED BY DRAWN BY CHECKED BY `- SCALE �pFESS/p CITY 0� TEMECULA °r°wl"9 No. Q �� RECOMMENDED BY:�1� DATE: DEPARTMENT OF PUBLIC WORKS -Z4•97 R-6F Co RE�isED Fcx�TPRlr.1T MTs 41 &,q5. � 30 �p ` � � JOHN LeSAGE ADEL S. CASAO JL z � Contractor y�iv� I/�i'y �s Plans Pr4AAe red Under The Supervision Of RSV. Mo��FI�v. LpTtS 33 3(r�8 HORIZONTAL .- REYIS>rt� rWrPKjA W L,ochT,ort LOM 1 „ - 20 ACCEPTED B DATE:Sl tf Inspector Qa ZfS - SEE SHEET NO. E"° ��� � Date: � t PRINCIPAL E WEER, FOR CITY ENGINEER TRACT NO .. 24131 - 3 .0STEVEN W. CRESSWELL Date cam Ieted VERTICAL - C,1V�� ���� MICHAEL A. 6fLMAN PRECISE GRADING PLANS p fz N/A F OF CA���� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 LOTS 33-45 SHEET 5 OF 7 b PLUT: 03- 19-96 JN: 400939 96.08' PE 1185.4 1204.0/ a $ 90 FL, H F N 04.344 FG FG 14' c 4 op PE 1204.3 FF 1205.0 s F�o;� PE 1186.2 79 1 ♦ FF 1205 0 / ab OT ' 4� 89 ° Jf S 43.4 06•a �►�o` 01.0 L S �, Ir°) Qac• ti FG os , - 00• E F °.y ti 03.1 G F ! _ GF 1204.5 2 �,GB S .? E, c° /z C, \ 04. 1 8 B F 1 200 '�L o ((.f - 4 \•�. 1 EG ti ZP ? ° 1 �t,Gg � 'AGF 12os � � � -4 s. o� s Z) s0 . o .4 4 s• )) �� s os •Z 1 PE 1186.9 ` o VF oZ va .58 ' 35.s t' �` `� a Fc 4 z o� s F4, h r, 0-k 9 P f 9 f F •- o 24.02 �9 b �ncF S c 82 1200.90 p~,`L. '� 106, �p 0?s O 4, C. o ?e p 9 1199.89 32 S F� -6 0 .G 7 C U � �Zo�G• � a e o o GF 1 o p oti / �� � ' f 1 �• �` S �� ,� �c� -•1 o> 9 070 C8 FC F� �4 94.85' +i // /• Z r � C �. PE 1187.4 cp� �� 3 o> 9 8 7 /1OI LOD 1198.88 \I. �T �1 20, ao T.C. 2 � 1 � O � G• ti 8 ILe 8 2 tO N u w _ P 98.8 9 F Qi � to o � N FS � � cru G8 .r cU oo --• o ru V 0 O� M41 vY c a .� s3. pA � �20,\G. O m � 132% 98.0 39 01• \� S, X20,\L• � bi oto �/w 20 10 0 20 40 60 PE 1187.9 Fs 1198,66 O J�00 1197.49 � u1 ti m T.C. �. / `r 05 GRAPHIC SCALE IN FEET " .P o:L, yr ,\• ? CT - of � ��' N to s>' 1196.55 1197.16 S $ r_ _ .r 00Zo' T.C. 1R 5 O) 92 49 �* 0�9 T l ►.- - � ' n� 120 / OCR IAJ � Cv � C 4n o •vm m -3 �8 � 4G •� ,Q, � 3 FF 12p) Fc, 2t•,� �, IT 0 120 2 ,� ,� PE 1189.8 ,� CL s � �9 85 90' 14j- 00' 0) ti Fc S9 �,• � � � F. »�� /z-G:G 94. � $, •3 ./ 60 � _ s : rr� 1208'1 3 11983 /� 122p)6 s ., ° 9 X83 ? � P °7 'ON, h/o Fc e Ff 12u�9 C pf 1 12 2�8, hry a o, 1193.14 62 ca �i 22, T.C. G� �' c °>•s O 'y o"'��'A o• Jo. s ?o o► ,y Fc 3 � 7 3 �� Rs G 20 p f ` o g� 2° 1% ' � G 3 �� P f .• p �ry f 1192 9 „� S6 2A 35 1189.85 T.C. pf 9 11 3 4 SEE SHEET N0 . 2 ss Under round Service Alert NOTE GARAGE FLOOR IS LOWER THAN NORMAL. CALL TOLL FREE Robert Bein, William Frost & Associates PROFESSIONAL ENGINEERS, PLANERS k SURVEYORS O 1 -500-422-4133 2M rNEZ MC, SIE. O•TUM a. 9N1 (909) 676-8042 , FAX (909) 676-7240 TWO WORKING DAYS BEFORE YOU DIG k L D 910-Doi s/P N CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY Drawing No. JOHN LeSAGE ADEL S. CASAO JL RECOMMENDED BY: DATE: CITY O E T E M E C U E A DEPARTMENTPUBLIC WORKS M Contractor HORIZONTAL y� `c�� `l��i �� PI o s Pr par Under The Supervision Of 1 " = 20' ' ' No.43090 T ACCEPTED BY: __ DATE: S Z"4� TRACT NO . 24131 - 3 Inspector SEE SHEET NO. 1 d Exp. 3/37-00 Dote: 4 PRINCIPAL E GINEER, FOR CITY ENGINEER i VERTICAL ✓' � � MICHAEL A. T�AN STEVEN W. CRESSWELL PRECISE GRADING PLANS Date Completed r'lF Cko\ p�� R.C.E. No. 430 Expires 3-31-00 R.C.E. No. 47180 Ex ires 12-31-99 i N/A �F C��� p p LOTS 59-61 AND 75-84 SHEET 6 OF 7 b PLOT: 02--05-96 JN: 400939 OPEN SPACE LOT 134 50.45. 50.46' V _ 50.01 ' ^ 50.98' 49.30' �.� - 51.10. Oyu 44.36' I•/ (��� I;[ 1209.4 �F , ��� PE 213.5 �U *► 120 . � N FL,H r / 09.7 09.7 FG F t In fZp f2o 09.6 " - FL,H C "' TW FL, f fP - F�. ss F PE 1209.7 .2 08.5 TF I•� f/ 71 FF 1210.4 1209.5 14.5 7, .I FL,Hr od S TF s' OB13 5 6 / 1 o PE 1209�13 1 8 09.8 13. 1 TW 08. f - �.6 09. 1 :\ i - FG F 6.9 FG 6•± LFFF 1210 70 4a7.S TF 3 4 GMs' G v 7� 10 2 6 9 75 PE 1208.6 3 PE 1209.1 5• 3 4�G 09.4 5' PE 12Q7,9 °7.4 FF 08,3 \ ? F 1209.3 FF 1209,8 ► . 09.3 1 Fs oGPE 1209.8C ? N -3 GFF 1210,5 09.1PE 12118 ro 726 GF 1209,8 S GF 1209,9 F , 8 FL 0.34 •IZrLF 09.4 5' . RETAINING WALL TO BE 1 FS CONSTRUCTED UNDER A FG 09.4SEPARATE PERMIT 2R oo -a A 7. c39cb 3 B _� LF-,&dD I2. TWGF 1208 ° °? q S j 3m - �� �L,Cs GF 1210,0 Ob.r, TF 08 3 �, B rl, wo .: cG GF1209.3 FL18 DO ��' U9 b-,, 7.9 11.7- TW BIW oCID ��z GF 1208,8 FGe ,\ 08 9 Ob.S TF ?� �IV Cg 08 5 p �, 60 o 0^�y q ��L� }� FL, 3 FLS 20 10 0 20 40 60 O �\ 07 FFG .� �- o' O 0 o • Al -3 FL I�d N �fj A (0'1 `{^ �N 47 5 es' 49.86' v - o: �ZO,�G `�• 42 GRAPHIC SCALE IN FEET °�O° Oy�N 5 N 50 62' ,Z°'11 D PE 1210.5 ,IAJ � 3� �� ��y ^o� 0^�H �3h pA 1 • COR T 0 3 Z° �2 G' '�G °(p G 5.5-95' ASTORGq I IO G�' nti �,� rD� c7 O �W p Fh °(� �Zo,�L. RS Z .o ;D ` OU y �2°�G �� a� s'4% 4 3 07 6 49. 14' 49. 15 F ��b .4 �2 �L' �Zki PE 1208.9 W G 9 8 tlj Ov�h OAC � o h ti �, �' Lij _ L 6r o N y D^ n 01 h �` U �.e d 07. ► r� a^o 49. 14' f y D^�( _ �!(� �00. 8,, N 3 F 12Q8.4 L'6 �7. 49. 14' S -- - LL..I •� OF 1210.0 W ❑ Lbg �► �i �i .O 46.97' 0 61 O7 9 A 8 G7.2 GF FG 5. F .7 ,� 08.100 - G ao ao-6-96' , fi 12os. ,bb 2R PE 1207.9 _ L, 1 FL,bb 1 C o9 o °� .3 os.o ¢ •� \ GF 1209, os.8 09.2' Og.4 6 FG 3R _ 2 Fs 1 62 07. -v D 06.1 1 F G o o OF 1209.4 OF 1209.7 - NGF 1209.9 - - 09.8 A • F s • - a L FG 5 �s� Fc s• 08.8 •¢ \ -3 � 3 r 68 • PE 120 07.7 c 6. 3R _ 2 FL aQ a FF 120 82 _ 63 FL L.► 4 o _ C od 9 og.z g 09.4 R44 8.9 I PE 1208.9 N N Fs 3 FS 2 �� PE 1209.8 PE 1207.5 .2 - a PE FF 1209,6 �� .4 oe.3 _ o� o FF 1210,5 G 1208,5 ot•e 65 FL o FL FL 67 FF 1209,2 _Z � N °-2 4 64 _2 ! 1 tt'f 9 8 - 09.8 U P� oGs G o8.9 PE 1209.2 PE 1209.5 .3 PE 1209.7 k *, os-s F 08.9 FF 1209,9 41, FF 1210.2 FrL, H FG FG v 12oa.2 12.08 C, _ , lot. ,NP +1 09.2 9. G F - - 55 23.20' Gw CT Ir•� ►zos.9 �•/�' 45 s1 ' PE 1193.4 N �_FL,H P \*+ FL,N2 ?� ilk - PE 1206.6 53.66' D4� t% y N r/ o 14.04' . 39.67' 54 Fd Ln '1 PE 1194,2 53 61.25' N ft d ooe5 PE 1195 0.74'.3 52 s5.s3' PE 1196.3 51 PE 1197,4 50 48 46 PE 1198.,5 49 PE 1201,0 PE 1205.6 SEE SHEET NO . 3 PE 1199.6 Under round Service Alert ` SEE SHEET NO . 4 0 CALL TOLL FREE Robert Bein, William Frost & Associates PROFESSIONAL ENGINEERS, PLMWM II: %MYM 1 -800-422-4133 2M r1Ez RN, SIE. 0•110 A G. rel (909) 676-8042 , FAX (909) 676-7240 L D 9&- 141SR Two N waw I NG DAYS BEFORE YOU DIG LD 56-04/GR 1 i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC DI BENCH MARK DESIGNED 8Y DRAWN BY CHECKED BY ~ SCALE Quo F E S S 10 Dr ow I n g No. "'�� JOHN LeSAGE ADEL S. CASAO JL RECOMMENDED BY:> DATE: CITY O E T E M E C U L A o�ARTwENT PLIC woRxS i 74 9/r RDF i ,2E�tSE FoDTP.Q/,VT 1-,07-,&7 ,., Contractor rL.E✓ LDT 73 HORIZONTAL ,� \��`� l`' �, Plan Pr red Under The Supervision Of > T ACCEPTED BY: DATE: TRACT NO 24131 1 " = 20' No.43090 ^� - • - Inspector SEE SHEET N0. 1 Ex 3/31-00 -- Date: PRINCIPAL GINEER, FOR CITY ENGINEER i VERTICALl clyl� �� MICHA L A. LMAN STEVEN W. CRESSwELL ! PRECISE GRADING PLANS Dote Completed 4e, ��o� R.C.E. No. 43090 Ex ires 3-31-00 R.C.E. No. 47180 Ex gyres 12-31-99 LOTS 62-74 SHEET 7 OF 7 � N/A 0� C A� P P• b PLOT: 03-19-96 JN: 400939