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HomeMy WebLinkAboutLot 1-15,19-21 Precise Grading LEGEND: PAD PAD ELEVATION FF FINISHED FLOOR GFF GARAGE FINISHED FLOOR UTILITY LEGEND: GRADING NOTES: FL FLOW LINE HP HIGH POINT • CATV 0 METER PAD 1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, FS FINISHED SURFACE , TELE ❑ TRANSFORMERARID0NA APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. TC TOP OF CURB ® HAND HOLE ■ CATV 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. TW TOP OF WALL DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE 22 LOT NUMBER CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF SLOPES. 3 = PLAN NUMBER 3. MAXIMUM CUT AND FILL SLOPE - 2:1. 1x A = ELEVATION R a REVERSE PLAN 4. PROVIDE 5' WIDE BY 1' HIGH BERM OF EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 0. DF DEEPENED FOOTING (DEPTH AS SHOWN) H I L L !S TRACT 23100 8 �--� STREET LIGHT 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A Dov FIRE HYDRANT �J. ����• COMPETENT SOILS ENGINEER AN WW� SHALL SHALLCERTIFY SUBMITTHAT FINAL COMPACTION (i n BEEN PROPERLY PLACED D O RETAINING WALL (BY SEPARATE PERMIT) QPa��O Q�o�� ;." LOTS 1 15 d 19 21 Q ` _ FOR ALL FILLS OVER 1' DEEP. (ALL WALLS ARE TYPE I-B, PER CITY OF � A •� ,, , C� O TEMECULA STANDARDS UNLESS NOTED 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF �� fit,• D TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF OTHERWISE ON PLANS) LQT NO, !�` �' COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED �. �/V ® ELECTRICAL VAULT N PERMIT. EL Z GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PE . SEWER LATERAL - 1X MIN, ° �` �, , , HARDONN CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION WATER LATERAL OF CUT/FILL SLOPES. INDICATES LOWERED GARAGE ..r BROW DITCH DESIGNED TO HANDLE 100 YEAR Q STORM FINISHED FLOOR o / ✓'err r 7. PROVIDE A B 0 T SLOPES. it rrr "r y rr r r'r. rrM;.rrr rrr f,"f ~' lr,,f''r.+'fr f,or .s,✓'° ✓ "f'./ . ,,', rrr r` ,r.drf✓ r,. /, r r' e'`. ! FLOWS ALONG THE TOP OF CU INDICATES BACKFLOW PREVENTER RE 'D -' + r' � r rl�dr✓/ff 11F � r r ,%rrr"°'fr/ + ,+�,f r ✓%.✓,r� r`✓✓A.,/��/'✓lr,./. " ' .f✓'r, frr�°r,,/ !' ,�'r'✓a' /�f.J f, d�.,��r/'"�✓r s✓ e'J r''rr,.'✓,✓'"',`r�+/^ , ,, � r'✓ , • ,,,,, , "�� ,.r,f 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER ' THAN ONE FOOT. A /V ^f,..,' Fr�,r''re�F° ! yr,e '~ r-✓,r'✓,J ,r''' /` r .✓'';rrA�,rd,;rr^r, ✓rr �� Jill PAD= PAD ELEVA 110N `�; '�' ✓r� ;,.', .✓ ,, ' '','r' fa " rr 9. r,sf,'�'�,r',,��', '" L.L ✓ `;;����'" ALL GRADING SHALL BE DONE IN CONFORMANCE WITH FF = FINISHED FLOORr°.• '�� „r� , RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY x �1 /�'� , �' , LEIGHTON & ASSOCIATES DATED MAY 18 2000 TWO SETS OF THE 5 MIN. GFF= GARAGE FINISHED FLOOR � ,.�� r r.��/° �,��:'r�� �,'-�,✓r. , DGF= DROP GARAGE FLOOR ,r, , '''''` ' ✓y , r FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING bit ,r',r,f' , A f..,,.. DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN •- BACK FLOW -9 r;; r'✓'", °f-f,✓. ^. r, 'r;r 3' 2' BF4iVENTION ✓ /�:90;'✓ � •�,r' ' RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN MIN. MINELEV. IS EQUAL TO OR GREATER E� VALVE " THAN BLDG. PAD ELEV. E LLf r ✓ry, /�r rr, DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE 6" MIN �' s ✓ff; :.� ,;` ;r . >r ` ✓r,s✓Ar �,�rr .r",,; rte r, r';' ✓ PRELIMINARY SOILS REPORT. �/ r,'' r,.,v�F ",,rrd. •r,✓i f, .r,,j/✓rr,,''r,>: f. r.i °" ^" ' ' �o"'r r'r'Fi�+ r',!/,'r' �.r✓r `� .r6 %r`r ,f'' `f r,,✓, ff frf ,r""r'%r �r� '.r' fir✓ r ✓r r"" `,/� ,r'°''✓ r"f' ,rrr rr r �' r''�f✓ ✓�.r�'✓/,,f r'✓f ,,Ff.,r''��,r/` '",r' ''�'°✓,r',r+ +`✓rr:', �V f✓,: f✓f// f a .r% r r. 'f ✓✓f r dr F/✓ r ' /nrr''Pr,Y° f� MIN, '� �;;;. r, . ,.. r a,• . ,; ,,r ,' ✓, 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT ✓✓""'° -,°''° �`'r '`✓ '✓'' ' IN FINISH LOT GRADE AND PAD ELEV. ✓,� ,/� LEAST 24 HOURS IN ADVANCE REQUESTING - ,r , ;✓✓. /+ r ,r`` 1'r',,r"•y, 2:1 MAX. r`% 'xf.� " y,� F' DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO 12" MIN. ✓'f�! ~ r , .,,r'',,;r' r ,� ;' ✓ f r i rr ', 3� f f ;fr r ✓� , ,,.r'r ;.r� , ''.J; BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694 6411.MIN.- 2% 641 MIN. ,, 1. 2X MIN. ti ,,�. r'r � , ," ✓. .. .��; ,, .,.r,;,:r" ,�.���� FOOTING - A. z �, v ✓ ✓r r '°r 'r! r� ✓. /✓'. ., ir•:'✓`r''r ✓ r WHEN 21 MAX. ,• '�, � f, �''` a " ;'�r' 11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND REQUIRED MIN. J. A ✓ .' f'%.; �'F'/r'r- , :,✓ ,r ✓ ; " �;;% , FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL PAD ELEV. �c•��,c, s� ' '' f` "i�ir;/✓r'"r' ;' i '� , BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE -- - R/IiY `�" / � ,r,r � ✓✓, °^` =r., FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT r , ., r ,✓r r ✓ r'r".•r'e" °,'r� r'✓,a,,,rf,• /,,r,yr'."'',✓'''° 'r",J'.+'f,s r ✓N ,'Pr'r,,��`r ;✓rr r >r '. Ar,rr� CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 27� MIN. SIDEWALK M M 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND SECTION -A 21 x MAX. 12' MIN. CURB FACE ;�� HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER N.T.S. (SEE FOUNDATION PLAN) ',`,;°p' ";fj�' '��%!'',` 'r, DELETERIOUS MATERIAL. '00e ,,..�'•"• ,,✓;r'r� r'°•` .. rrr ''r'" rrr✓ f TYPICA LOT INIS GRADIN - -T i �.%r � ✓'' ° 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, ''' f. ' :;^ "`I THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM LINO = UNLESS NOTED OTHERWISEr''' NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. NOT TO SCALE ~---_ r ,� ',, ✓ AFTER FINE ,,,�,✓/// , R VrLI GRADE P 0 DE °'`'f;:'�, r,�,r�."r•;�'�.;�,.�.�. ;:� ,,f; �� .,, 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 10 MIN. PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL 5 WIDE BY 1 5 ,,��✓ ✓ >✓ ,,; �,.r,; , .' f,•✓r � fir_,•° +r•"r r r n' ✓ HIGH BERM ;;rrr ✓'' ✓ A'�✓ SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO OR EQUIV. MUD SILL ,✓ a' °✓ �`'/ `; 'r ✓r rrr ; ,f vADJACENT PROPERTIES. 6' MIN .r+r,� /r r' ��rrr"f �r✓,r r^P''`✓Fr'�rr'�'d��+p� �.✓�r'`f"�'"'''"i''rr'",�..'PfJ r .",✓"✓ ✓ ,r+`fi ,f r J,e.Jri„"f ✓"✓ r 'a r"rr, ✓f°'• ,''rr,' ° ' '�° ✓ r ✓ "� 15 DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPT�'O'VED � rrr,✓ ' �r`er�J r `✓"F/p r ,r � METHODS. .+'✓' 1 ,.✓ Jr rrrr � ✓',s rrP'✓ .� r^r.r�rr A r rf"rr'. M PAQ LSV r r'r 'pr rr 'rrJ °° '',d P'rd ✓"�✓' / r .p',+',•✓',,r/r ✓ �✓'rr✓' ✓� ✓ rr",�°rd'„r•✓ �� ^"��� �` ,,r,r ° r rrr ,,f',r" r,✓�✓r�, d`�' I ... �r1'}f�' "���jN`;r��'`�,r"��� ����'�r�����r'����>�,✓�f��'fy / �,''r�" PROJECT S� MUST J A,�' 16. ALL EXISTING DRAINAGE COURSES ON THE 1� MIN. � � "y"�' fr�r , ,�,,�F�f•.rrr✓ err 2% MIN. 12' MIN. r , ✓ ° CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. 21 X MAX. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST ' `' � " ' ° ✓ rr; r BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING a 'sr` OPERATIONS. SECTION __" B,8:_ r, ��rr; ;.r ✓^r,,r s �,, ,,�, yr„�rr,�> :' r .rn,+r��r' � er/r`���IWY r+r'.I'r'✓,'�A'�'d'a rr F"P f N.T.S. r-.; ✓ '.°✓, .','r. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- " ��, TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ff`r✓r d �' " "✓ r ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 60.00' , ` �� ✓ / �' ° r�' VERTICALHEIGHT. 48.00' , r res rr'r° ✓''rr ' rrrr °°/ +s°r'•..• r.�..�,,+✓°✓,,�',,°,r fat'"",'' r". 55.00, , °° ''��",",�.`r✓ ,,+,r,"r` ',,;,r,°"`'r �, �*� , � 18. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE PLEASE REFER TO ;f ;, "r V,n r ✓ , REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL ARCHITECTURAL PLANS ;✓ , ` ,, ;.. BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND ' THE ACTUAL DISTANCE ABOVE THE ADJACENT IX FOR ADDITIONAL 2X ',a�� �r'r�'yr✓ SURFACE IS REQUIRED, ELEVATION ENHANCEMENTSix " GROUND SHALL BE GIVEN. ON PLAN 1 CORNER LOCATIONS. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND o PROJECT COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND �n o COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR SITE COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON g SCALE: 1" 100' TREES 20' ON CENTERS; COMBINATIONS 15' ON CENTERS. CENTERS; , L ; SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.r. DUANTITIES; �� E� 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4!p PER FOOT FOR A MINIMUM OF 3 FEET. Cut: 350 CY � R 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES Fill : 350 CY v SHALL BE PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CHARDONNAY ILLSE40DEL-FOOTPRINTS ~ 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY d►�' FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING g CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: PRIVATE ENGINEERS-NO °E H� �Y SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW -, THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 5T�►� AND APPROVAL. Call: TOLL FREE LENNAR HOMES ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. IN THE EVENT OF DESCREPANCIES ARISING AFTER CITY APPROVAL OR 4 - DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE &LIP011 8003934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., SITE. 200 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS VICINITY MAP -oe�s,� 422-4133 SUITE B 205 PLANMNG • ENGIN�TG • G MISSION VIEJO, CA 92691 FOR APPROVAL BY THE CITY. N.T.S. LDO 1 �--017GR SAN DIEGO, CA 92123 W40 Lusk Boulevard• suite C-M * inn Diego, CA 92121 (949) 598-8500 ©t poi- oil elle 619 292-8030 619 550-9901 TWO WORKING DAYS BEFORE YOU DIG ( ) ( ) Nils AT REVISIONS ACC'D DATE BENCH MARK SEAL: Designed B Drawn By Checked By Drawing No. CONSTRUCTION RECORD BY DATE SCALE 9 y RECOMMENDED BY: DATE: /_Z CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS MAY 0114101 CO"TRUC110N CRANGE-•CMANSE DIMEN3►ON ON ALL PLA ,x.61 CO. of RIVERSIDE B.M. No. T_�_� A. y Ethel Parrena thel Parrenaa Marwan Younis Contractor 2�8, APD Wk.1 YF/TN (TYPICAL. ALL LOIS). 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM Morizontd h THE INT. OF FRONT ST. & RANCHO CALIF. RD., 1.8 _ N Plans Prepared Under Supervision Of L Z c a "Y *114/01 IEVISE LOCAT1W of l� ge,LOT TO.0486 T 53 .��L MI.'S N.E. ON RANCHO CALIF. RD. TO INT. WITH v 1� ACCEPTED BY: DATE- "Y � � PRECISE GRADING PLANS. I - 7 6 G R � MARGARITA RD., IN THE N.W. CORNER OF THE INT. N/A �• � DEPUTY DIRECTOR OF PUBLIC WORKS ``D00 Inapectar MAY 0���9 IZ�y1S>r L�GA-flarl M t'tp1dSE Rhg-b1111-T,WTI'F,�w 4 1' E. OF A 7' CHAINLINK FENCE, 21' x 16' AROUND EXP. 3/31/04 IZ�f'� SO. CALIF. GAS VALVES, 40' N. OF P.P. (No• , 94' Date RONALD J. PARKS CHARD 0 N N AY HILLS, TRACT 23100-8 PRECISE GRADING PLANS FOR C N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER- Vertical � c v �r M AR WAN A. OU N I S Dote Completed GLASS WITNESS POST SET 1 W. OF MONUMENT. LOTS 1 th ru 15 & 19 th ru 21 Sheet 1 of 5 N A March 31 004 R.C.E. No. 19744 Expires SEPTEMBER 30, 2001 ADJ. DATE 9-13-8'l ELEV. 1128.410 / R.C.E. N o. 43217 Expires 0\ � IIIIIIIIIIIIIIIIIIIIIllilillllllI a a 92-511111 — - 4 l Ire Q � <�= 72.27' � . - rIlloollilllllllliiiiiiiiiiii'lljlllllllllll1111 71.90 .- fir\ • ' - . . .�, 49 73.75 " �,. SLOPE co .� .i�• 2sL 1 OP ` S�0PE E 16• p � HP I cT c7` G7 OCN UP � G 36.10 1315.1 .�, g•7 f� �6.I 0 0 `Q h TW 1521.5 6 qp YF t319• � � `Vw � ,�?��, X31 �G ` 1 r`p.� �o •• Illilljllllllll ?D �- �0 g X319 9 r 13221 4i � W A3Z lap � 'a* � 322 6 N �. P ,3220 ' '2 1321.6 �P • CA ffio� C%k 9 1312 '10 FL 2Z60 3100 W2.8 ti N FI. P ��3322' P �13Z 2 6 Fc 'zr IA 2.•r , �E �' •� PP .�3 2�. 3C �,�21 ��3 3215 ,rQ�0 X13232 c� � FF �f�32 35.01 1 1 a, 4 ,,rte' 0 V 1320•� N ^' k 6 id 54 bt Errs � ►� �. Q10 I w* ,. 2 �Occ ' , r C> en 1nIN / 18. It 1 >>., O '�' `� .,�► ���"`� X90 � - �3Z2' �p '` �, �� 13232$p �o � o � ti 5:1 22.0 O 1Pr7 N � TC � . -ft � _ 1.17 ' �` fi.Off' 1320.4 1320 8CA 17 —� ?1 TC FS 13Z �1x 4 �~ 121+55.74TC �, CL 12' DWY1•; •6•I . OMEN SP, CE L OT 1320 6,_ 134 2.'1 .SLOPE - L7 ?ry IS to�•f° �tff-& S N . � eft ��• F- C� �, 04 0 I. dip av I 0 0 • r, I 0 oD I g Underground Service Alert ILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: LENNAR HOMES g, Call: TOLL FREE LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. pmol-II7G1r- 04 _ 1 -800 LD01;—Oi TGR 422-4133 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE 200 SUITE B 205 PLANNING MISSION VIEJO, CA 92691 SAN DIEGO, CA 92123949 TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 0 L> s i sso- i 225 s� °�°' cs 92121 ( ) 598-8500 -.————— c � g U a CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By SCALE i RECOMMENDED BY: DATE:—.Z CITY OF TEM ECU LA DEPARTMENT OF PUBLIC woRKS Drawing No. MA►Y of/t4/01 1) COrISTRUGTIoN Cw�,K6E—CNAN6E OIr�E ION ON ASL P4.gr► M*1 Co. OF RIVERSIDE B.M. NO. T-2s-e1 A. y Ethel Parrenas Ethel Parrenas Marwan Younis Contractor 219, ADD WALL TF/" (TYPICAL ALL LOTS), 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM Horizontal �i G THE INT. OF FRONT ST. & RANCHO CALIF. RD., 1.8 Plans Prepared Under Supervision Of N MCS N.E. ON RANCHO CALIF. RD. TO INT. WITH L / MAY 8/23/0l Con15TRUG71ort Ct�A6lCaE -lort 1, CNAtJ�� pu4N 'IYI� .27.01 N � �-/ D� Inspector MARGARITA RD., IN THE N.W. CORNER OF THE INT. I = 20 � �• 43217 � ACCEPTED BY. DATE: P o DEPUTY DIRECTOR of PUBLIC WORKS R E C I S E GRADING PLANS. LDOO-176GR - 1 E. OFA 7 CHAINLINK FENCE, 21 x 16 AROUND � EXP. 3/31/04 � Date l�f '61 O SO. CALIF. GAS VALVES 40 N. OF P.P. (NO.#)� 94 RONALD J. PARKS Q Dae Completed N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER— Vertical ��7 ,V ,t MAR WAN A. OU N I s CHARD 0 N N A Y HILLS-TRACT 23100-8 GLASS WITNESS POST SET 1 W. OF MONUMENT. N/A �► � 4 ADJ. DATE 9--13-82 acv 1128.410 R.C.E. No. 3217 Expires March 31 2004 R.C.E. No. 19744 Expires SEPTEMBER 30, 2001 LOTS 1 thru 8 Sheet 2 of 5 0 3 An b �s- 41�p• 5124, SCALE- 1"= 20' 28.98' 82.01' 110.18' 6, !mss SL C�oE IA Ir CIA 12 ^ �1 [+ J PAD=1254.8126 FF =1 255 JO �� •� GFF--1254.50 F� ,� � � Drop Gar. = 4c lu •0 3� 1 12 '� •4 '`� 1r�59 � DAD=1264.4 � N C 176-0 FF =1264.90 F �, GFF=126J 7 PAD=1259.5 Drop Gor = .7 5 FF =1260.10 � 1A 5 -� OFF=1259.60 h 6 7 126 I N h a •"' FL PAD=1271.9 253.6 rJa`�� 5 '� �,� PAD=1268.5 � '� FF =1272.40 1258' w FF =1269.00 FF= 1 1.4 63.3 / 1 • �' GFF=1268.50 Drop Gor.-3 0 5 127 0� F� o• 12 Fl, o T` Qn V) V k 1267 FL �► � �+ N J Sl tT 8J.85Nor � � ,�• 6 o �, o 1270.8 W S - FL _ 80, N N N 4 N ❑ W S 75 L %Y N 00 13 ----------------- A\ 4�• ,> S ------ 8 N S _ ` � Z _ m I C7 a I 8 CO I Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: "7 Call: TOLL FREE LENNAR HOMES LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. _ 1 -800 422--4133 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 LD 0 1 X 01 TGR SUITE B 205 PLANKING • izon • SURVEYING MISSION VIEJO, CA 92691 SAN DIEGO, CA 92123 OW L,,,� sera. _ (949) 598--8500 a TWO WORKING DAYS BEFORE YOU DIG 619 292-8030 suit. cs sen Diego, cs 92121 ( ) (dig) 5W-99oi LD00--129GR � a CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: Designed By Drawn By Checked By Drawing No. x MAY 01/14/01 G5'rRUCTIdN r.E+ANGCe-GHANfiE D�MfKbioN oN ALL pLMl ,e1 . Ethel Parrenas h P RECOMMENDED BY: DATE: - /• /�� CITY OF TEMECULA DEPARTMENT of PUBLIC WORKS tt co. of RIVERSIDE B.M.9MNo. r 2>a-01 � Ethel arrenas Marwan Younis 2 Controctor ED 1.5" BRASS DISC IN CONC. CYLINDER LOCATFROM U03. ADD WALL TF/TN (TYPICAL ALL LOTS). THE INT. OF FRONT ST. a RANCHO CALIF. RD., 1.0 Horizontal h _ Plans Prepared Under Supervision Of N ML'S N.E. ON RANCHO CALIF. RD. TO INT. WITH 140 X17 ACCEPTED BY: DATE: L z PRECISE GRADING PLANS:DEPUTY DIRECTOR of PUBLIC WORKS ��o0 17fiGR Inspector MARGARITA RD., IN THE N.W. CORNER of THE INT: 1 = 20 -- 1 E. OFA 7 CHAINLINK FENCE, 21 x 16 AROUND � EXP. 3/31/04 � � Dote I=,.�.� O So. CALIF. GAS VALVES, 40' N. OF P.P. (NO.f), li4' - .. _ RONALD J. PARKS CHARD 0 N N A Y HILLS-TRACT 23100-8 0 N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER- vw ticd � �� MAR WAN A. UNI S Date Completed GLASS WITNESS POST SET 1 W. OF MONUMENT. N/A Expires _ - .__ -_ R.C.E. No. 19744 Expires SEPTEMBER..3�, _.01 LOTS 9 th ru 1 3 Sheet 3 of 5 O ADJ. DATE 9-13-02 ELEV. 112&410 R.C.E. No. 43217 Murch 31, 2004 20_ 1 L 262.6 HP 1282'2 61.7 Ft PAD:12.8 1 :1263 V F� � FF 1262.80 GF'rOOki P 14 ik. I or LOT 7 6 <1 _'2 95 ...... PAD 126) C :010 A.9 • r � U o ,.c�d 1Z XALE.• 1=20' `•' . � cr PAD=1262.4 fF =1262.w � 40000 cTs12s2.40 SO j. ��• �4 s � . so+ `•r..-- ,� =,3216. 25 alp. � 12 ti � *-Oki 1 0 �. S z CL v 0 i 00 l 00 I Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: i Call: TOLL FREE LENNAR HOMES Cr7I K i LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. ®WV& � k 1 -800 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 LDO I `"01 7VR 422--4141 33 SUITE B 205 PLANKING • INGMRIMG SUR'VICYMISSION VIEJO, CA 92691 SAN DIEGO, CA 921230 Le.�a• s>�te c- • san Diego, cs e2121 (949) 598-8500 TWO WORKING DAYS BEFORE YOU DIG (619) 292--8030 LDOO-129GR (dig) 550-9901 a CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: �4 Designed By Drawn By Checked By /t/� Drawing No. x MAY CONSTRUGTION CHARGE-COAAGE 0t9E*4tON ON ALIPLAN .61 A. RECOMMENDED BY: DATE: �� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Y o�J14/at = CO. OF RIVERSIDE B.M. No. T-29--81 y Ethel Parrenas Ethel Parrenas Marwan Younis LO Contractor 2 3, App WALK.TF/T4 (TYPICAL. ALL. LOTS). 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM Horizontal � G _ N THE INT. OF FRONT ST. & RANCHO CALIF. RD., 1.8 - Plans Prepared Under Supervision Of _ M►h► Ob �� ; VISE �Kn�of�� ��A5.6+►l�T•�l'f' • '� MI.'S N.E. ON RANCHO CALIF. RD. TO INT. MATH v � � ACCEPTED BY• DATE: � PRECISE GRADING PLANS' 6 Inspector MARGARITA 7'RD.. HH THE KNFE CORNER x 6'TMAERODUND 1~ 20, Poo. 43217 EXP. 3/31/04 r& .� •DEPUTY DIRECTOR OF PUBLIC WORKS LD00-176GR O SO. CALIF. GAS VALVES, 40' N. OF P.P. (No. , 94' Date RONALD J. PARKS CHARD 0 N N A Y HILLS-TRACT 23100-8 0 N. OF CENTERLINE OF RANCHO CALIF. RD. Fl R— verticil qty► �� 1 ��r M AR WAN A. N I S Date Completed GLASS WITNESS POST SET 1' W. OF MONUMENT. `� ADJ. DATE 9-13-82 ELEV. 1128.410 NSA R.C.E. No. 43217 Expires March 31, 2004 R.C.E. No. 19744 Expires SEPTEMBER 30, 2001 LOTS 14 AND 15 Sheet 4 of 5 0 3 I v V S � �I4b ' --� db LOT 78 -1------ s PAD1c� �^ ", 'a 5 00 25 D0' o s. PAD=12621 1261.0 M V 1261.5 FL .60 ' A 1= FL FF !1262 �Q SCALE.' 20 GFF-1262.10 •$ �� .. • ti Nr PAD=1267.0 FF :1267.50 GFF 126. ,00 61 g tai IV 262 T� p --�-- 0776 16 CL DWY '400' 21 0 soh 5 o° 64 ,2 s 1 216 7 PAD-_1275.7 �� FF m 1276.20 GFF-1274.9 C/ _ 1275.1 *DROP GAR.- 0.8 s � Ch � �• FL � X10 N II Z V i m � a / - 0 00 0 C9 OD Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: Call. TOLL FREE LENNAR HOMES LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. . ® L bo t_ o �r� . zN 1 -800 LD01 --0 7GR 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 '422"-4� 3� SUITE B 205 PLANNING • zrv,GmzrAmmmn • SURVEYING MISSION VIEJO, CA 92691 SAN DIEGO, CA 92123 OW Luk Boulevard* Suite C-225 • Sen Diego, CA 92121 (949) 598-8500 LD 00-12 9 GR TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (619) 550-9901 CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCHMARK SEAL: ESS, Designed By Drawn By Checked By Drawing No. X SCALE RECOMMENDED BY. DATE: A' V/'* � CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS MAY 02114/01 � COISTRUCTION CHANfaE--CHANQE DimEmSWA Ohl ALL PLAN ?Xt.p CO. OF RIVERSIDE B.M. NO. T-29-81 � A• Y Ethel Parrenas Ethel Parrenas Marwon Younis � Contractor 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM N Z. 3. APD WALL TV/TU (TYPICAL ALL Wrb). THE INT. OF FRONT ST. & RANCHO CALIF. RD., 1.8 Horizontal - Plans Prepared Under Supervision Of Oa I UAqa revLW �oo,'rloo OF 140640•Lot 0 MI.'S N.E. ON RANCHO CALIF. RD. TO INT.IN THE NX CORNER OF HE N N0. 43217 ACCEPTED BY.. DATE: L PRECISE GRADING PLANS. — aInsector M EGOF A 7'ARITA CHAINLIK FENCE, 21' x 6' AROUND 1 20 EXP. 3/31/04Ara Is z.f-a� DEPUTY DIRECTOR OF PUBLIC WORKSLD00 176GR 0 So. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#). 94' Date RONALD J. PARKS CHARD 0 N N A Y HILLS—TRACT 23100-8 0 N. OF CENTERLINE OF RANCHO CALIF. RD. FIBER— Vertical , V MARWAN A. OUNIS Dote Qx"ploted GLASS WITNESS POST SET 1 W. OF MONUMENT. LOTS I S 1 9 t h ru 21 Sheet f o ADJ. DATE 9-13-82 �v 1128.410 NSA R.C.E. No. 4321 Expires March 31 004 R.C.E. No. 19744 SEPTEMBER 30� 2001 S t 5 o S 3 1