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Home My WebLink AboutTract Map 30264-9 Lot 3-77 Precise Grading TRACT NO, 30264 9 Q� GRADM NOTES 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM PRECISE GRADRVG PLAN �O BUILDING CODE, AS AMENDED BY ORDINANCE 93-04. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. � - 1g ` DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED PRODUCTION � � � � • REDHAWK PKWY A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPE. 3. MAXIMUM CUT OR FILL SLOPES = 2:1. - _ 80 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 81 � Q' �`- FILL SLOPES OVER 5' HIGH. I 76 77 7g WOLF VALLEY ROAD 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT I 65 66 67 � 69 75 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY I 70 71 72 73 74 Z g2 \ L pFC PROJECT SITE PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS 3 y,9 OVER 1' DEEP. . - N(;� TR. 30264-3 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA -ORE1 g3 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 2 .I 84 T GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO5 4 3 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 15 14 13 12 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 11 10 9 8 7 6 - RAINBOW CANYON 40 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG I '� ROAD TOP OF CUT SLOPES. I 16 17 27 28 48 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN \ 18 19 20 21 22 23 24 25 26 ONE FOOT. VK24MY Mm 4 29 47 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF NOT TO SCALE THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES - •�� DATED JANUARY 17, 2002 :' - - 46 30 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE I BAW OF W=AFWM ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- I 64 63 55 54 461 MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- I I I 37 7 C7 30 -� ` THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. _ I 56 I 53 36 35 34 33 32 44 2 MAP RECORDED IN BOOK 220 PAGES 40 THROUGH 56, INCLUSIVE 31 WOLF VALLEY ROAD SHOWN AS N51'5923"E, AS SHOWN ON A - I 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 62 _ - _ _ _ OF MAPS, RECORDS OF THE COUNTY OF RIVERSIDE, STATE OF 57 I DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 52 38 CALIFORNIA REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- I I 1 43 3 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR I 61 37 38 30 40 41 I EAC H LOT. I "♦ 58 51 TRACT 'i 3 42 3f3 I 39 1 4 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 5060 40 SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 59 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM l 36 1 BEING A SUBDIVISION OF LOT 16 OF TRACT NO. 29305 AS SHOWN BY MAP ON EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 49 41 I FILE IN BOOK 378 PAGES 36-48 INCLUSIVE, OF MAPS, THE APPROVAL OF FINAL INSPECTION. _ g RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. I 42 ( 34 21 20 1D 79 17 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT I I 7 I LESS THAN 1/4!' PER FOOT FOR A MINIMUM OF 3 FEET. 43 I 33 i 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 32 22 -b PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 44 0 TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 23 I TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 3� DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 45 ID 24 -14 I 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 46 30 PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 26 1'3 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- t r TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 47 20 SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- 26 I _ - TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE I PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW PREVENTION DEVICES PER 48 I 28 U.P.C. CHAPTER 10.R. 27 FINISHED SURFACE FS ELECTRICAL LINE E 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR FLOW LINE FL SEWER LINE S TOP OF CURB TC WATER LINE W TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. _ FINISHED GRADE FG GAS LINE G 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE HIGH POINT HP FINISH GRADE FG THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- PERCENT % EXISTING GRADE (1234.56) RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON TYPICAL TYP. PROPOSED GRADE 1234.56 REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTEDASPHALTIC CONCRETE A.C. GRADE BREAK G.B. CONSTRUCTION NOTE NUMBER . TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. � „- CATCH BASIN CB EDGE OF PAVEMENT 18. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SCALE: 1 -120� TOP OF SLOPE T.S. BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS CUT/FILL TRANSITION DIRT ROAD MATERIAL. EXISTING CONTOUR -,(1 14� A.C. DIKE 19. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PROPOSED CONTOUR 112 - SANDBAG LINE 0000 PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL ENHANCED ELEVATION E ASPHALTIC CONCRETE A.C. SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO PROTECT IN PLACE P.I.P. ADJACENT PROPERTIES. 20. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO w09 39' 40, efVROMEmmm PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL DOES NOT IMPLY OR PROVIDE ANY AGENCY CLEARANCES FROM BE PERMITTED. STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE NS 22. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED ON TES A� T� � 2 3 SPECIES ACTSF THE CALIFORNIA OR NATIONAL ENDANGERED THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL O SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED Q INSTALL 9"x9" AREA DRAIN NDS OR EQUAL. 3 EA. n ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. 2 INSTALL 4' PVC SDR DRAIN LINE. 184 F. `" YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE O L CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE 23. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS Q INSTALL 3" PRIVATE DRAIN THROUGH CURB W/4"X3" 2 EA. DISTURBANCE OR GRADING. 1.5 SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT310 ( ) � REDUCER PER COUNTY OF RIVERSIDE STANDARD N0. FOR CUT AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT TO Im T THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE PTYPE EAS ERNE MUNICOIPAL RDSWAT RVA DISSTR CTS ITY OR N RANCHO BY THECCALIFORN AMECULAWA ER M 0 R s E 17320 Rw&iN A". DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR Suite 3.% STANDARD PACIFIC HOMES COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND D 0 K I C M keine,CA 92614 INLAND EMP IRE Divi S 10 N UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE Voice:949-251-8821 255 East Rincon Street , Suite 200 CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO � s C IN u L T z FAX: 949-251-0516 Corona, California 92879-1330 PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. Tel No. (909) 372-8500 Fox (909) 372-8510 PLANNERS I N 0 1 N I E R S SURVEYORS � LD06-04" M LW5- 3 0 CON87RUCTION RECORD DATE BY FEW 9_0N9 DATE ACCD BENCH MARKDE�Ra� BY DRAWN BY CHECKED BY DRAWM NO. SCALE Q�OF ESS/pN RECOMMENDED BY: DATE: CrrY OF 113&CUU DE PAR'TMSRT OF PUBLIC WOWS 10 HRJ 1 REIVISEO FMNSH FLOOR ELEV., GARAa FLOOR '5/Z*/oA. RIVERSIDE COUNTY 600-62-69 1970 �� y R• /,( , le i CONTRACTOR ELEV. do DRIVEWAY GRADES ON ALL ITS. BRASS DISC SET 1' EAST OF CONCRETE POST HORIZONTAL �� LPLANS PREPARED UNDER THE SUPERVISION OF ADDED PATIO COVER AT REAR OF SEVERAL LOTS MARKER STAMPED 68 RESET, 2.9 MILES S.E. z z ACCEPTED BY: DATE: 18 Ore ALONG PALA ROAD FROM POST OFFICE AT AS NOTED No. 42324 - RONALD J. PARKS ■ '� INSPECTOR TEMECULA 29' N.E. OF THE PAVED ROAD Exp. 3-31-2006 DATE: • TRACT 9 5' N.W. OF TEL. POLE NO. 6295, C.W.T. VERTICAL * * ENR R. JI NEZ DEPUTY DIRECTOR OF PUBLIC WORKS N DATE COMPLETED 3 S.W. OF 36 CONCRETE STANDPIPE. �' CIVIL \ ....... ... LOTS 3-77 00 ELEV. 1039.378 9TF 42324 3-31-06 �''r;-= -. N/A CALIF R.C.E. N0. EXPIRES: R.C.E. N0. 19744 EXPIRES: 9-30-07 �. 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BRASS DISC SET 1' EAST OF CONCRETE POST __,___.__.____________ I--- '11�z PLANS PREPARED UNDER THE SUPERVISION OF I--,-- I ________,_,________,____ ___,_____,.__,_______,______ __-_____1--____-_,__,___ ESET, 2.9 MILES S.E. (0 -ZeA, "I -,,I- I V �T-11A __ " d / / 3Z (O , A �,Q - __ __ TF RIVERSIDE COUNTY 600--62-69 1970 -.-,,--.,--.�,-.,-,-.,--,--.-,�---.---------- �,. � �, I " i�A <<' / 11 ADDED PATIO COVER AT REM OF SEVERAL LOTS z ACCEPTED BY:_J(�,/�-) C,X/ /_w11,0�__DATE',_ � -----.---- At-ONG PALA ROAD FROM POST OFFICE AT 6 No. 42324 m �, C> AS NOTED rr'? 0 - \ �10 I N S P E C TO R--,--------,,--,, _________________'____ TEMECULA 29' N�E. OF -THE PAVED ROAD U0 -31--2006 ----.-------.,,-,-.--,--.-..----D A,rE:b__1?0___06�!__.,, RONALDJ. PARKS _: PRECISE GRADING PLAN 4 I- ------,- -",-�,---"�-,--,-----,�"---�-----�---�----,-,,------,---"-,,--,-��--�--,�---"-----,--"---�,--,--,,�-,--,.--------,--,-,-,,--,-""---","',.............__,__ __,____,___,_____,__,____,_ 0(, Exp. 3 .. DEPUTY DIRECTOR OF PUBLIC WORKS _ k 5' N.W, OF TEL. POLE NO. 6295, C�W.T. X . . R � JI N �'Z 9 , - 11 �,�'12" / " ` /I F 11�V � VERTICAL p, #� TRACT 30264- 9 c� b, I *-- " / 4� I � / 7 [ , / /', ",--"--,-,-----,--,-----"-,----,--,---------------,----,-"------",""-"---,"--,"-"--------,-----,--,---,-- 3' S,W� OF 36' CONCRETE STANDPIPE, --------,-------,----- 11�1,��/V��_, , � .... __ I � .%%,:01" .. �'s D AT E C 0 M P L ET E Q-,�,�,,---�,-------.-.--�,-,---�--,-.---- I ,�-------,--,--,---------,---�----�--�'--�---�l---�--------,------- _____________ ELEV. 1039.378 e ---", � R.C.E. N 0. 4-2324- EXPIRES: 3---31--06 R.C.E. N 0. 'I 9744 EXPIRES: 9-30--07 e., 0 _'_'�9 - 2 0 F 6 OF CAk,, -_____1________ _____1___.__--__-1____ __.___ __ ______________ �-, Lr) -r--------"---- N/A _zz- I- - LOTS 3-9 � 72-77 SHEEi ' -1__=:�,;_ - _*I !;iiiii,ii�i:�il!:!i�!il:�il�iv�A�,��,111�;i��ii! 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SCALE ,4�,W E�s s/ .11-----,--------�---,�-----,-----------..-.�,----,-,-��"-,--�-,--�-,-,�,---,--��,�-,�-,--"-�......--"-,-----�--l-�--.,-,.-�--,--------��-��l-.�-- - <�� RECOMMENDED BY:._____-__DATE:___ DEPARI'MEN"T OF PUBLIC WORKS ____ R VjJO06 HRJ- 1 REVISED FINISH FLOOR ELEV, GARAGE FL T/o,7**-4.-/ F TY 600-62-69 <<�) ,- . — , I C1 TY OF TEMECULA R , A —__ A ___�___ RIVERSIDE COUN 1970 -----,-�--,-------.-,-------,--------- I(�' k�, J4 <0 "",��, Q, 7 I , C 0 N TR A CTO R FLEV. & DRIVEWAY GRAD BRASS DISC SET 1' EAST' OF CONCRETE POST 110RIZONTAL 44,1 NZ, ` �` PLANS PREPARED UNDER THE SUPERVISION OF .— __ — co I I FS ON ALL UNIT$. I , ---------—-------------. ____________________ ---------_1---_____--______ ----------__________________-______ �_ 444 � 1� ,�"_- - _2 �_� -ED B ,� 0 ,� 'j, -"', -_ ADDE A OF SEVERAL LOTS ESET, 2.9 MILES S.E. 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I I ,:1--,,,,,,. M 0 R S E 17320 Redhill Ave. I "I Suite 350 LEGEND D 0 K I C H Irvine, CA 92614 III Voice: 949-251-8821 @ ENHANCED ELEVA'FION ,�s S C H U L T Z FAX: 949-251-0516 11-1 :i!I I III!!!!Ili,11 III!;!;Iiii ill ill lillil lljli,;!1 illi!illlillliiilil:il'!iliili:iiiiiii1i:iii;lii,�;ilii;lilili;, i R I I I II !I ii I i i l : I i 1 Ill _�,�_ Ill __ ,��LD0604JGR r--) P L A N N E R S ENGINEERS SURVEYORS LD05--- 180GR W ____ — I MMMI ::__�_ _�__, w w" No " momf$WMNNNMRNNNM WwWwagnpowl C'� CONSTRIJICTION RECORD DATE BY REVISIONS DATE ACC'D DESIGNED BY 0-11ECKED BY DRAWING NO. 4 - ___ SCALE �)v I-s 3/� 1, 'i --,-----.--,----,----------,-,---".',-----------"---,-----.,------------,--"-----,--�--,---,,-,��----.-,-,--,�,--,-,-,.-,-,"------,,.,"-",-,-,�-�,--,---.-,---,----�"--,�------______ �OMIVIENDED BY'. _E: __ ... V ______ 8 I" - , I . . REC _________ D A"I C1 TY OF TEMECULA DEPARTMENT OF PUBLIC WORKS � WX__ HRJ 1 RFVI$ED FINISH FLOOR FLEV, QARAQF FLOOR 3 <-4 ---- RIVERSIDE COUNTY 600-62-69 1970 ,---,---------�-,------------,-,----------- <,) --?,, " ,,,,�,,, FLEV. & DRIVFWAY GRADES ON ALL UNITS. '_ BRASS DISC SET 1' EAS-r OF' CONCRETE POST HORIZONTAL (il:� 1, I I\ (<1, LN NDER THE SUPERVISION OF - — Im --,----------- ____,_________---.- --"--"--'---'---'-----'------------.--,�-�-- �__ N `� I I ,_____'___'____'___ ESET, 2.9 MILES S.E,. V) "Q �' I W" � , """". el�_____Z�, ,__� �_ -1 " "', ADDED PATIO CQVFR AT REAR OF SEVERAL LOT) - No. 42324 Z % : DATE: I I'� ,ex�,� A -_/� -_!i1i IV -0 G 1 " T " ________,_______,___,___ _____._._..______._._ ROM POST OFFICE AT AS NOTED � � I �, C> INSPECTOR � Vrj �... 11 TE 05 . ()(0 RONALD J. PARKS — � _'d�_-��rn:%%-\,x PRECISE GRADING PLAN ev ff') 'T1 ,,--------�,,-,---,-,---,,--,-,,--,,,-,..........---.-,-,---- ---____________-----------,�,,�,,�,-��-��,�,-�,-,--------------,---,----�,---,-,-"--,-,�-�,-��----------------,�--,- FEMECULA 29' N�E. OF THE PAVED ROAD --"""---,--,---�--�---------",---,.�11-1.11.1- y- Exp. 3--31--2006 -�--------------�.-..-,,-,-----D A :- _- NO _ DEPUTY DIRECTOR OF PUBLIC WORKS ,It, 5' N.W. OF' TEL. POLE NO. 6295, C.WJ� * IE IN. 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BRASS DISC SET 1' FEAST OF CONCRETE POST HORIZONTAL �t_tj DER 1_. �- -q- C0 NT R A CTO R-,----,-.,--,�,-----,,-,�,-,�"---.------,--,�"--",",--- �-.1--,--,.�--l-�-----"-"-,-"-.�.....- - -______1___-1_.-__- ESET, 2.9 MILES S,E, ____ "___________ �0 - �_A __ ACCEPTED BY-- �,� ,�_4�1,41"L_-.. -DATE-_jj/USIPC7 11 I-' I �q z k C� -.-.--,-,-----,----------___.___., ADDED PATIO COVER.AT REAR OF SEVERAL LOTS _____________.1_ M POST OFFICE AT AS NOTED _5 No� 42324 m -'-'-- PRECISE GRADING PLAN <01 (I-,-) T'OR THE PAVED ROAD '-'-' -,--------.,---,--��--,-,---�--------------D AT E::��Zo 11 ()(O RONALD J. PARKS �� __ I I— - _T __ ';�_:x- INSPEC _,___,________,__,_---__,____,.__,______ ------_.__,__,_,___"_,________,�---.-.,-,--.------,�1-1-11----,--�--�.�1-11-�.--------��-,----,-----------�---------______,____ TEMECULA 29' N.E. OF' �,� Exp. 3-31-2006 -�7 DEPUTY DIRECTOR OF PUBLIC WORKS n ,_ � �F - - I - III _ , �, �_ I A I I ""', " , � � � , I I I ...... "74� 1 � T� � I 11 i � � I %(` 11 I I I I IS I Ir I ` I , I " I I "I I I - w � "' I � , --- , ,*� , , , , �, I � - I 11 - I I , �, _, ,7, r, ", ,, I -1 , �T � 1�1`111 "",�""",� (*,,,, , , 1,0___T1 1 5' N.W, OF TEI,_ POI._E NO, 6295, C.WJ. 1.11--�-1.1.1---.--",---..-,-11-11�-...-�------ * U\mpr H, ME EZ __ 111"� VERTICAL J� , 1 � TRACT 30264- 9 'y _ � - �0_ . - R, _____,___................___ - .. _________.. _______,_,_-�,.,-----,--,-"-�----,-.------,--"-"--,�,-----,-,.,�...___._________,__ 3' S,W, OF 36' CONCRETE STANDPIPE, ----�-�---�l----,��-�---.-,��l-l�----..--,-- CM\_ N I.,."'.1 1'.%7:_:__,_ "" I p,""".ii�6.`_1 I DATE COMPL.ETEI)-.-,--,--,-,-,--,,---,-,-,,-,,-,,-"-. ELEV. 1039,378 42324 EXPIRES.- 3-31-06 R.C,E. NO.-----.--- '1974.4 ---___EXPIRES:____9-3�0-07 - . ---,-��--------,----"--,---�----�--,---,-"-.---,-�-"--�,,�-.---.----�------,--------�---,-,----�--------,---,------.- R.C.E. 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Suite 350 _1 �,_�, ��l:""":, : � I I'� �" I,I ': ��:�11�1�� 0 - 11 �, I I 11 � '' , I 1,� 7�, 11, �� I D 0 K I C H Irvine,CA 92614 / 11 ,,,, I I SCALE 1� ==20' r Voice: 949-251-8821 10 I _ S C H U L T Z FAX: 949-251-0516 &`1 SEE SHEET 4 GR -�,, 1'-) P L A N N E R S ENGINEERS SURVEYORS I....D 05--- I 8 0 C7 f? w , __—— MWWONVANWARM MWONFRNAMMONWOM ANNOMMOROMMOMM wmmmmmwmmwm" """Now -:�,=�--_-_-_-,�, $m m" m" -— mmmm C� 11�_, CONS1RUCT]ON RECORD DATE BY REVISIONS DATE ACC'D '5�� ,^ "_ DESIGNED BY DRAWING NO, (�6 — SCA1.1 , rv�,ssl�j -----------,.,--�.-��---,.-------,----,.-'--�--'--'---'---Ir-----�---�------��---�-1-1-��----.-�.-.�---,--�-�---,------�-,�-��--l-�-------�--------------,�-�- �'�,O,1_' RECOMMENDED BY: ---,----,- _.D ATE:___ DEPARTMEN"r OF PUBL�C WORKS — R -iF L�EV�, - — - I � � CITY OF TEMECULA R., ——__:��R EV 5 D F�I N�15 �I�LQ(�R�� __��Ar��LOI��LO� ��X� <) ,--,- �",,/ 1 V�LQI , _�7, �11 �6_ HRJ RIVERSIDE COUNTY 600-62----(59 1970 ----�,---,-------------�,,-,-�---------�----- 111. IR. ji <<\ / /� - - — m ELEV. & DRIVEWAY GRADES ON ALL UNITS. BRASS DISC SET 1' EAST OF CONCRETE POST HORIZONTAL I 4_'A PLANS PREPARED UNDER THE SUPERVISION OF I C 0 N T R A C TO R____________.______,___ _.11--______-__-___ --�,-."�,--,-"",�,----,--�,-,----,--"---,��--,. '_______ k- �, � -- -4- , ESET, 2,9 MILES S.E, (/) _z- r� __ w L ) - I r<:? 11 If � � Y: /� i4:A DATE: / Z�/'Z' �0 - _)� J� C114 ADDED PATIO COVER AT REAR OF SEVERAL LOTS ;4 11 -----.-- 11 < > ------, No. 42324 m . C_ ____________ .1_.1-__---__ ALONG PALA ROAD FROM POST OFFICE AT AS NOTED � -,-- r1r) INSF)ECTOR f'EMECULA 2W N.E. OF THE PAVED ROAD -31-2006 '-7-' 1 1 ..- ---,--"-.-�-,-.--��ll.�,�-,�-�-��-��-1-��l-l�ll-l�--,-------"-------�--l-.DA'I-E:, '3 .,e(e RONALD J. PARKS I 1�� PRECISE GRADING PLAN <1 _ \\ "�' / / / � , 4 _* " 41w 1 1 I�1 I I � � \ ij L � L L � -,- �- , " - �,-O-__� I � — I 7�L� � I I T,��a I /I / " 'z,��41�/ `-1 I I � 1� I ,I � � I I r� � 5 , � , � 11, I I I 7"t I I 14 i 19& - ____ I I 1 131) '� I I 16 I I __ __I _,I S C_� I --_ I S I ( - � I I i - -_____1__1-__-____-__ . __ __��z DEPUTY DIRECTOR OF PUBLIC WORKS c. _ 1�' -,---,-�-----,�,-,�,,,--�--,---�......--------- ___,__.____------__-�..........................----."-"--,----,-"--,-�,---"--,---,�--------------,----�-��---.��---,�---,�-----,-�---�.,-----��,----,----,-�-,------�,,� Exp, 3 _�o .0 I __-__1.--._ 5' N.W� Of'" TEL, POLE NO. 6295, C,W.T. _x * HENR R, #VENEZ 9 ` M -�,�.-��--�-.----�.------��-----,-,-------,--�----�--�---,�---�---�,-,-..-.�-,-----,-----,-,--.---�.......__________ 3' S,W, OF 36' CONCRETE STANDPIPE. VERTICAL � C/V�\I,,. � 14 � TRACT 30264- 9 �� I.-I-1---, _______,____,_______. �b 1.7,1:1 I — Nc _.. DATE C0MPL.E-rED___,-------________,____,.______ ELEV. 1039�378 331---0 6 R.C.E. N 0. 19744 EXPIRES' 9-30-07 ov - R.C.E. N 0, 42324 I—--------,----EXPIRES:--,-----,,-,-----,-.--,.- � .---- ----,-,----, n !,�� I"-----"---- I 0 - 110 - ......-,-----"-,-,-, ........i N/A 1-11--l", LOTS 39 -51 SHEET 6 OF 6 " F-------,—,------,""----,",--,"---,--------,_ 1-1 11; Mi :MWNL___L_��_- __��