Loading...
HomeMy WebLinkAboutLot 70-81, 91-100 Precise Grading LEGEND HIGH POINT PROJECT SITE PAD ELEV, -,3'MIN. A TOP OF CURB 0000.00 T,C, ? ? 2 85 2 r � A � � FLOW LINE F.L. 2e15'TYP. 15'TYP, � HIGH P❑INT H.P. 1 5, P R E C I S 1i R A D I N G P (EXCEPT B 5, 5, B (EXCEPT C 5, C FINISHED GRADE FIG, MIN NOTED) MIN MIN NOTED) MIN 100 100 4V�yy 9 v`St �, FINISHED SURFACE F.S. I I S EL11 FS 70 ---- 9 ---�- 00 TDP OF SLOPE T.S. z PFO ? z PFO ) J VIA RAMI PAUBA GARAGE FLOOR GF 0000.0 PAD ELEVATION PE 0000.0 o TEMECULA) � a, z o O 1Z o ROAD FINISHED FLOOR FF 0000,0 Boz MAx 0 �o� Mix __' � aRNTSTATE OF CALIFORNIA Llt! WATER SERVICE MO NZ lFFN9 SEWER SERVICE S �� TYPICAL SIDE YARD DRAINAGE AIR RELEASE VALVE PROJECT SITE �' P10PICa �1 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE ' �14 RD. FIRE HYDRANT `OY CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. RpA� DRIVEWAY SEE ST. IMP.PLANS FOR HWY, 79 IMP. WITHIN R W STREET LIGHT 10, R W TD SAN DIEGO I � 6' 4' INSTALL 4" ROUND ; / � � E� SLOPE GRATE , -; , VICINITY MAP SIDEWALK 3" PVC / EXTRA DEPTH FOOTING INVERT OF PIPE 2" 4" P.V.C. N❑T TO SCALE' pew ABOVE GUTTER FLOW 9 RETAINING WALL LINE ,4 GRADING NOTES 7 1 7 , 7 INDICATES AMOUNT OF XX LF g� ; % ; ' i' X10 10 EXTRA DEPTH F❑❑TING .4 DF �-1 ' '� � 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIF❑RM BUILDING CODE, 1% 4"x4"x4" P.V.C. TEE SHEET 2 CHAPTER 33, AS AMENDED BY ORDINANCE 93-04, ACCESS RAMP CURB & GUTTER 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1"/., (OR ALT. 3" A.B.S. SDR.-35) �� r DRAINAGE SWALES SHALL BE A MINIMUM OF 0,2' DEEP AND SHALL BE LOT NUMBER x CURB OUTLET CONSTRUCTED A MINIMUM OF 2' FROM TOPS. OF CUT OR FILL SLOPES, CONNECTION DETAIL 3, MAXIMUM CUT OR FILL SLOPES = 211. INDICATES MODEL 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL UNIT TYPE 4 10' OR 12' cn PER CITY OF TEMECULA STD, DWG, NO, 303 FILL SLOPES OVER 5' HIGH, B (ENCROACHMENT PERMIT REQUIRED) 6' 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT � � INDICATES ELEVATION 48" 16" o S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY Of PLACED AND WHO SHALL SUBMIT A FINAL COMPACTI❑N REPORT FOR ALL FILLS BACKWATER VALVE BW I MIN. TYP. Qr OVER 1' DEEP, ,L 12 MIN, ABOVE PAD ELEV, THIS LOT REQUIRES A BACKWATER VALVE MAIL OX 12" MIN. CLR. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA PER SECT, 409 ❑F U,P,C, PER APPROVED ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH (TYP. ) (FACE OF CURB TO � OF POST) GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO WATER AND SEWER PLANS, ( SEE INDEX MAP ) OR (6" BACK OF CURB TO OF POST) ROUND OFF TOP ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, W , M �a, w r P/L GRADE, ELEVATI❑N AND L❑CATI❑N OF CUT / FILL SLOPES, IF INDICATES NONSTANDARD GARAGE 7, PR❑VIDE BROW DITCH DESIGNED P.C.C. FLOOR ELEVATION - SEE PLANS _ CURB & MIN, TOP OF CUT SLOPES, T❑ HANDLE 100 YR. Q STORM FLOWS, ALONG SIDEWALK ;- GUTTER 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN MAILBOX LOCATION ONE FOOT, 5' MIN, P/L 5' MIN, DETAIL NO . 1 SECTION A — A 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 6 3' MIN, 1' 1' 3' MIN,MIN, 6 N.T.S. FOR REAR YARD SLOPES GREATER MIN, THE PRELIMINARY SOILS INVESTIGATI❑N AND LETTER OF UPDATE BY, MUDSILL MIN, MIN, MUDSILL THAN 5' IN VERTICAL HEIGHT CONVERSE CONSULTANTS DATEDi JANUARY 7, 1999. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 40' 40' 42' ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- •• .d MENDATI❑NS AND CERTIFICATI❑N THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT, 12" MIN. 12' MIN, 10, THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING INDEX MAP DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE N REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTI❑N. THIS INSPEC- 2% MIN, 2�1 MAX, 6" TYP. 2% MIN, -- TI❑N MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTI❑N FOR • SCALE; 1" = 200' EACH LOT, 21/. MAX, MIN. 21% MAX, SECTION B — B 11, CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL LOTS INCLUDED SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 5' MIN. P/L _ _ PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM U') to U') ER❑SI❑N AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 3' MIN. 1' (0SECTI❑N 17,06 PRIOR TO THE APPROVAL OF FINAL INSPECTI❑N, MUDSILL MIN. c° `n 6 MIN. 12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, CONSTRUCTION N0TES & QUANTITY ESTIMATE 13, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT • LESS THAN 1/4' PER F❑OT F❑R A MINIMUM OF 3 FEET, CL NO. ITEM QUANTITY UNIT 12" MIN, 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 2,1 MAX, ® LOT GRADING (22 LOTS x 15 C,Y,/LOT) 330 C,Y, PAD ELEVATI❑NS, WHERE SPECIFIC ELEVATI❑NS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA- rn 2"/. MIN, 6" MIN. Ix TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 21% MAX, DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, rn SECTION C -` C 15, EROSI❑N CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE TYPICAL OVERALL FOOTPRINT DIMENSIONS PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- .� TED WITH APPROVED TREES, SHRUBS,, OR COMBINATI❑N THEREOF, SHRUBS SCALE, 1' = 20' SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- TIONS, 15 ON CENTERS, SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE o Under round Service Alert BENCH MARK U BRC ACHAPTER NENT RIGAO R ,TI❑N SYSTEMS WITH BACKFLOW PREVENTI❑N DEVICES PER Q © Robert Bein, Fillaam Frost do .4ssocidtes COUNTY IF RIVERSIDE BA NO, T-29-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR51 PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS 2 112' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST, OWNER/DEVELOPER TO COMMENCEMENT OF ANY C O N S T R U C TION/GRAD I N G. w 21555 YI�Z ROAD' ST[. �0•TIECu A Cll. 92591 AND RANCHO CALIFORNIA ROAD 1,8 MILES NL ON RANCHO CALIFORNIA ROAD w CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 WOODSIDE CHANTEMAR, INC. 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE a 1-800-422-4133 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- ACORNER OF THE INTERSECTION 1' E, OF A 7' CHAINLIW FENCE, 21' x 16' CALIFORNIA CORPORATION RECTI❑N OF ERRORS OR OMISSIONS DISCOVERED DURING C❑NSTRUCTI❑N, UPON z AROUND SO, CALIF, GAS VALVES, 40' N, OF P.P. (IVO.#) 94' N. OF THE CENTERLINE 23121 ANTONIO PARKWAY REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED a SUITE 120 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL, OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT, RANCHO SANTA MARGARITA, i TWO WORKING DAYS BEFORE YOU DIG ADJ, DATE: 9-13-82 ELEV, 1128.410 CA. 92688 LD99- 168GR o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE IRWESSIODESIGNED BY DRAWN BY CHECKED BY Drawing No. o A CW CW MT RECOMMENDED BY: DATE: 9 I/ CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS o HORIZONTAL Iy LO Contractor a� !may P I ans epa a Under The Supervision OfLO SEE ABOVE AS SHOWN No.43090 r_" ACCEPTED BY. DATE: 4 Z/ 97 TRACT N 0 . 24185-2 DEPUTY 1 Inspector Exp. 3/31-00 Date. RONALD JR PARKS WORKS, FOR CITY ENGINEER A' PRECISE GRADING PLAN PHASE 1 MICHAEL A. (7MAN Y` ,ti, a VERTICAL Jam' C I Y 1�, � A :.:, Date Completed jF Eos 4 3-31-00 _ rrr:::19::: LOTS 70-81t 91 100 N/A OF CN�I R.C.E. No. Expires R.C.E. No. 19744 Expires 9 30-01 .•„8, T I TLE SHEET SHEET 1 of 3 TF-iACT 24-1P.5 °s 7 '9 �? > � TRACT BOUNDARY ?� T`S �9 S $> S 48.87 �' s 50.02' 19.96 D 50.02 50.02 •� 50.02 50.02 50.02 _ 50.02' _ - 2: 1 SLOPE o Cn LO Q' R on to - �i N PE 1198.4 00 - _ - __ - _. _ - � - - -- - --�� _ - �. g�� FG O Z 6 �i 91 . N o O Zro ph' Cr N ME OD © -- C� M 5) 5 . r-' z � BGG- aet Z o zN96.9 F FG o FG FG ~ FG FG FG � N � N M FF 1195.6 16 N M FG 3 FF 1193.7 Ad- PO _ N fi 3 FF 1197.fi � z 5 I 4. FF 1200.6 PE 119 9 � I n I I PE 1196.9 � � FG PE 1193.0 LL_ PE 1 199.9 Z FG z Z G FG o N N z FG FF 1194.6 N • � o -� FG FG z FF 1198.fi ,_, o1-4 FF 1196.6 0 T- ? Z PARK SITE z o N o FF 1199.6 � MI ® PE 1193.9 M ~ PE 1197.9 I ® o U_ PE 1195.9 0 _.. o N 9 Z I o im Oo Jh z O I o ® M PE 1198.9 0 �� z J LL_ o N o 401 ® oo r o /403k ® J /401 J N 402 ® ? �$ /4036\ - /401( J� 401 � _J O Z JO ® r0 NON NN X NO X NN M O ONS X � o z ( IjW ) NO, X I X ►� � � BW 5 X •N `..� X z O� ON „ O I N N O a, n .f• _! : �. I y.� �p a 1''x:.1 FG q,. V'F ..,/ , ... J 7., ..[..: .... '........a. .. �, .,. ..._... :.. r.' ::, ',. �.rY. Y Ori• t.a rrr: .+4 �9. , ... ._ .. • ^'isr .. , I r � , ..,. 402 , . .., , I. 1 ,p, r . 4 yyy� �l, J L4 n �. .. .,.... .t. I i....... .. ... ..: ,:,. ,.K.: .. , r r.. 1.,.... 'i ,4 PE 1194.0 X - r .. 4 Vii" N.r , N .. w. . F` �. .. , , F 1199. 1 r� _ � 1 5 8 , de �► 5 5 ?k; --I L0 00 0 5 F o to 1� O �, r7 N 1� r4ei N1'� °' X11 as �`�. r- , cb oak' , '� �� G�• 50 �, 50' r °A.`' 63.82' R/W 50' 50' 50 50A \ 50 FCh yl�b /��j 19 A OF 31: C�7AQ 10 � � No CD C-4 � 0 n0 � o � 8" SEWER � ON o rn o 0 o - O'k- -- - o am o rn � ,nom rnco oVco Oo_ aoco 00 eco � o co 00 �,- 0 0 _ co tcn o co c� - o - ee - cOr� � r• � c� nn � � � c� o 'er c� ED o � G � �LN 2% c o � �n a . + � ALCOBA DRIVE 0 0 r- + 00 ro pip o � Nc° Nco NN 8 WATER NN NN NN ---- GV -- I k ey ._ N N N N N C C3� N N gam. �, g�. �, �� �, ��,,;� �, ��;��, �, �,• ®�, ;� Gv �c' �a',t / M 26 ZC6 O 1 � 50' 1 � °� �° 38.87 5b" JOK '� � � �O 0 50' ,�°' 50' 0�6•� 6, 50' �� 50 A�•� Q, �e 50 ok'c, 6 FH 50 ��,�� 0��� R/W _ 50 �p�� 6, .� �Ol�c? "� 50.42 1110 - •cp rn co a,E "--a �. ao R ae,,�• % ae oo °D ao 9 oo F`' '- ` (t/ _ °°T_ oo 9100 9 as'�G �' °° h rn 9 op S \ n A.;a' , !�L 1 (:l: f -, .r, �ty�;: ..�t,'.'i' , � V \i V_ , r.. n L,. _. }), 7 .: „ '...•., r,. .r.,.. .. .. Y... 4 r ,4. t, .. 5119 j 5 ... .., i � �. � .... :.t .. Y .... .... � .. .. a ... , ., �' az .. 194.6 J. I f ., F 119LL. . G <v M 7,. Y f N �"•1 N 1 00.6 , r.,.A ,. r„ 1 GF 2 � 4 s , ,1 ! Ln • ., .s.. ....r,. i.l 1 4, Iryx / d , , 7 9 ,r a ;r. 1 J a. • 9 I . 1: , ti I: :, I ,. ,. r 4LL. FG 03 ,.. . i� �•� r ,. . , . � .., ROS. O , .-- F N 0 403 � N 2 ::., ,. ....: ..... Wyly' .... ..... ,..,. r \_X ... I I G .. ... • .. ... .. I..I:, .�: O X r 1,-� 71M2:... r:,: L L c;,., J O J o Z .,' � z LL_LL '6' 90.7 N ® p J ter': p Z z o z 401 5' B W L_ z O N 401 z �Cy z o "� a. -�r� --i 1 B W � B UV 402 �` 'T' B W N O 402 r ��` �u_ ~ N ,--1 5 B W A02k T 401 0 401 L.L. ® Z Z J ©J O .N J 0 D Z J Z - PE 1201 .4 o LL_Ll- ,� X � o 0 o o X O X O X �, z z ON N 0 o�-- ® X N N o ® X N O o Ncv FF 1197. 1 O 0 N o o FF 1195. 1 0 1- X o N FF 1201 . 1 r O Z •N PE 1196.4 r- PE 1194.4 FF 1194. 1 •� o O FF 1200. 1 r o t.-, O ® ". I o FF 1192.2 � o FG PE 1200.4 T I ® FF 1198. 1 I � T I PE 119 0 U PE 1193.4 © 1 .5 PE 1189.5 PE 1199.4 � ae PE 1197.4 o 00.4 00.4 FF 1 199. 1 I FG FG 6' I FF 1196. 1 FG FG 6 G FG BW .�o 5 FG FG •"' FG FG � FG FG I � � I FF 1193. 1 FG FG 5' 6 I PE 1198.4 5 PE 1195.4 5 , _ at Z 5 ,� o z >� Z ., .� o z •� �. o z PE 1 192.4 5 I 71 _z o rn �C" �' �' f,, �' in ae Z OZ . �vo � 98-4 T_ ^' cNN � N � � �o' FG FG 5 c� � �' - °� N 7' FG FG 6' .-- o , ��" �'' N 5 FG FG ° N '`ry 'n - - o`n n `0 .0 ,1► at Z r,,.� o _ r� o z f N �', FF 1191 .2 0 � 00 o 0 Tr_ 9�• rn "� o"O o0) 0 "n c� o a,, a; �� cv cr) °� F�' - r. n PE 1190.5 N N r _ o E 50.08' 1's 49,92 �`�' 49.92' �s• 50' �S 5p' �S50' lS 50.08' s CL . 1 FG FG 5 0 52, 7 , 9� �' R T • 90.3 o Z - N MW CD Cy) rn 0 O r 0 O C9 i� n BACKWATER VALVE - LOTS 71 , 74-75 , 78-819 91 -93 , 97 W En Underground Service Alert BENCH MARK 9 a Robert Baia, hill zam Frost do Associates COUNTY OF RIVERSIDE BA NO. T-29-81 Uj PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS 2 112' BRASS DISC IN CIS, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST, OWNER DEVELOPER � 27555 YNEZ RQAO, STE. 400•TOEUA CII. 92591 / ca 909 676-8042 FAX 909 676-7240 AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD 20 0 20 40 60 a CALL TOLL FREE � TO THE INTERSECTION IF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N,W, WOODS I DE CHANTEMAR, INC. 1-800-422-4133 A CALIFORNIA CORPORATION CORNER OF THE INTERSECTION 1' E. OF A 1' CHAIILIW FENCE, 21' x 16' z 4 ' Nr [ P.P. (NO.#) 94' Nr OF THE CENTERLINE 23121 ANTONIO PARKWAY GRAPHIC SCALE CC AROUND SO, CALIF, GAS VALVES, 0 SUITE 120 OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. RANCHO SANTA MARGARITA, _ LD99 168GR � TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9-13-82 ELEV, 1128.410 CA. 92688 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK �FESSI DESIGNED BY DRAWN BY CHECKED BY Drawing No. 0 SCALE QR ON�� CW CW MT RECOMMENDED BY: DATE: ?� C I TY O TEMECULA DEPARTMENT of PUBLIC WORKS o Contractor - HORIZONTAL � �y` ��'y y� Plan Pr are nder The Supervision Of DATE: �-� 1� TRACT NO . 24185-2 Q ,�, ACCEPTED BY: Q SEE ABOVE AS SHOWN w No.43090 � r DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER Inspector P. .AY., , . PRECISE GRADING PLAN PHASE 1 Date: p 31-w x} RONALD J. PARKS "A'' '-'''"s 0 MICHAEL A. T A �. AY!Y" A!-��A•/-ti:�'� VERTICAL '1t �1 V l�- �! LOTS 71 -81 , 91 -98 a Date Completed eted �jF o�� 43 3-31-00 FR.C.E. Expires r es R.C.E. No. 19744 Ex i r es 9-30-01 frf�ieae:- � P N/A OF C A`t No. p P SHEET 2 OF 3 i rS \ N R A �' r 2 4 18)J 9301 '` P19C \ \ CVSyl 0 i PE 1192. 1 9 \ � � \ GO 8.5.3 •� \ e AN F 86 ® s G' o TS \ (�► �o�� O \ Da. 'o o GE 1189. 7 •o'er 'S 61° Vo \ 0 89.5 \ \ -�Z�.1"9 RE 1190.5 - be X \ ��FG 0,3 lb bt $'S FS .75% ro • , \ T� ;n 2.1 1 r FF 1190.2LO PE 1189.5 89. 8 0 � 6• FG FG k 10 N 00 0 Ar cs 2 I 77.56' >J••L -- 101 � •35 TC PE 1180.6 E v 0 Cb 0 0 _N O C� 3 0 . r•-i 0 c� * BACKWATER VALVE —LOT 99 0 20 0 20 40 60 Underground Service Alert BENCH MARK W Q o .Robert Agin, llill$am Fmst do associates COUNTY OF RIVERSIDE B,M, NO. T-29-81 GRAPH I C SCALE :, Li PROFESSIONAL ENGINEERS, PLANNERS t SURVEYORS 2 112' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST, OWNER/DEVELOPER V) 275.55 YN17 ROAD, STE. 400•TEIEM CA. 92591 0 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 AND RANCHO CALIFORNIA ROAD, 1.8 MILES NEON RANCHO CALIFORNIA ROAD a 1-800-422-4133 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. WOODS I DE CHANTEMAR, INC. CORNER OF THE INTERSECTION 1' E. OFA 7' CHAINLINK FENCE, 21' x 16' A CALIFORNIA CORPORATION z 23121 ANTONIO PARKWAY LD0 �"0�9GR o AROUND SO, CALIF. GAS VALVES, 40 N. [ P.P. (NO.#) 94 N. OF THE CENTERLINE SUITE 120 0 1 V of OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET Y W. OF MONUMENT, RANCHO SANTA MARGARITA, Two WORKING DAYS BEFORE YOU DIG ADJ, DATE; 9-13-82 ELEV, 1128,410 CA. 92688 LD99- 168GR CD o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q%OFESSIO DESIGNED BY DRAWN BY CHECKED BY Drawing No. no /21/o RBF 1 LOT 100 CHANGE FROM 4030 TO 4010 0 � EWS EWS MT RECOMMENDED BY: DATE: '¢ C I TY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS o Contractor HORIZONTAL `�� !�'y d Ian Prep ed XJ der The Supervision Of W 43090 I ACCEPTED BY: DATE: �f l� TRACT N 0 . 24185-2 Q SEE ABOVE AS SHOWN d Date: DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER a Inspector Exp. 3�3,-� = PRECISE GRADING PLAN a 'AY.Y .Ywv.. {x RONALD J. PARKS R MI AE A. TY N LOTS 70 79 OG 100 o Date Completed VERTICAL sf'r 1 Y 1�- o�~ 43090 3-31-04 _ _ frf ::.wea:.: ' E of CA`1F R.C.E. No. Expires R.C.E. No. 19744 Expires 9 30 01 � c, N/A SHEET 3 OF 3 �