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HomeMy WebLinkAboutLot 1-10 Precise Grading . . , ri c' r , . ., ,.. '.,. . .. ( 4" < n n �' M. , .. d", . n . • r,n I .II....I.' .I.6.I.. I... .I.I r o. m. . I ,. .II � . GRADI INI _/ •,• NOTES1 . I1- 1 . . I I I . ..I .. I ,.I . I . I .I. I I .I�'. .I ...I I .,�. .. I.I I 1 � .I,; ..1. I.,. . I .I I .I . . I . .1. . I I I I.I. . I I . I . I . I., I I ..I ... .,I I � �, ..I . �I I . ..I. I�I .1 .. . .. I ... I... I�I I I., . ..�I I II.� `.-I. �.1.. . . . ....' ..I I . . I t , .'. ' I. 1. ��, . ,. 1. I . I. I_ .. I I 1 * ALL GRADING SHALL CONFORM TO THE UNI FORM BUILDING CODE. . AMENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. ' " PRECISE G RADING PLANS Fi . 2. MINIMUM BUILDING PAD APO DRAINAGE SWALE SLOPE SHALL BE 1% r>^+Ecu.� cfiE�rc .I . IF CUT OR FILL IS LESS THAN 10 , 2% IF CUT OR FILL IS GREATER . . A. . THAN 10' . DRAINAGE S'w1ALES SHALL BE A MINI MUM OF' 0,27 DEEP APO .. . I R /kc 0 230 5 . ' BE CONSTRUCTED A MINIMUM 4F 2' FROM THE TOP OF CUA' OR FILL SLOPES. 14 ,� I ; I �! .M 3, MAX I MVM Ct11'' APO F'LLL SLOPE 2: 1 . 11 ,� , 4'. PROVIDE 5 RIDE BY 1 HIGH BERM OR EQUIVALENT I VALENT ALONG THE TOP' . vN.ir1► . FINAL PHA %SE ERt OF ALL F I Ll SLOPES. OVER 5' HIGH. , . . . 11 I • .. . ' 5 'ALL GRADING SHALL BE DOPE UNDER THE Sll UPERVISION ,OF A _ UNY. '" "FDFORNIA 0E t b COMPETENT SOILS ENGINEER � SHALL CERTIFY THAT ALL FILL '• . KVTH , 1. HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL , ,. r _ COMPACTION REPORT FOR ALL FILL OVER 1 ' DEEP.. . • I . . - . . . . . , 6�. A� SU I TABL Y QUAL I V IED AND REGISTERED FESS I OVAL. S .L s I T TO � . - ;, .. R o JE C T r., CAL . , BUILDING AND SAFETY DEPARTMENT WRITTEN CERT I F I CATION OF COMPLETION OF I . . 1 T E . - R� GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. . SHALL INCLUDE LINE, GRADE, ELEVATION-AND LOCATION OF CUT/FILL SLOPES. , . . • .. . . , 7. , PROVIDE A BROW DITCH,, DESIGNED TO HANDLE "100 YR. Q STORM - . FLONIS, ALONG TOP GUT OF SLOPE. . �' VIE"`INITY M,I�P . . . 3, F,I NAL CC>IiPACT I ON FEPORT R TfML RE+QU I RED FOR ALL F I LLS NOT To sc ALE 6 6 i TOWNSHIP SOUTH RANM WEST SECTION • . I GREATER T- IHAN O � . ,�� NE I IFOOT TI .,. 4 S 9 ...�. ..z.. ...� , ­ . . . . .. I 1. . I . . . . I . I .� , I . yy . . I P nr ALL ( ADI NC SHALL BE DACE I N CONFORMANCE •Illy I TH• I ,_�� 3 �C'sHD" RECOMMENDATIONS OF TI-E PRELIMINARY GEOTECHNICAL INVESTIGATIONr STORM DRAIN S.D. ACCESS cAMP •.. �� I I I .• BY PETRA GEOTECI�V I GAL. DATED SEPTEMBER 21 , 2001 . TWO SETS OF TII•E $ 2 - s. .F I NAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING2SH L Ow POINT ---- L.P. LOT NL�u4f3ER X APO SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION - . y„ DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS , rm TOP OF SLOPE �-------- T.S. . BEEN DONE I N CONFORMANCE WITH THE RECOMMENDATIONS I ONS OF THE � . wmmmm.m...m.lL,I I GRADE BREAK ---- G.B. INDICA TES LOT NUMBER /32\ j. . SITE INVESTIGATION REPORT. � �___.__. _� - INDICATES l/N I T T YF'E 1L • crIIIIIII'llo , I LANDSCAPE DEVEt..OPMENT L.D.Z. (LLEET GARAGE, R=RIGHT GARAGE) $ VINE "I RIGHT OF WAY - R/w ND I AT F N FDR V T FF* t . - . _ 10 THE CONTRACTOR SHALL NOTIFY THE 6 I STR I CT' BUILDING Atm SAFETY Y c Es I �sH L o EtE A I oN � �3.aI 1.,.�l '-, . .• DEPARTMENT AT LEAST 24 HOURS I N ADVANCE REQUESTING F'I N I SH LOT � - � EDGE OF PAVEMENT ------ E.O.P. INDICATES PAD ELEVATION PE=1172.5 ..- ` • ' GRADE AND DRAINAGE INSPECTION. THIS� INSPECTION MUST BE APPROVEfl I WATER BLOW-ol~I'" . PRIOR TO BUILDING PERMIT FINAL INSPECTION 'FOR EACH LOT. oom-00 I 0I] . ., - . .1 I TOP OF CURB T C. THIS LOT REQUIRES A BACKWATER VAZVE �r 11 .., CUT SLOPES. EQUAL TO OR�GREATER ,.THAN 3' ''IN VERTICAL HEIGHT 1 PER SECT. 409 OF' U..P.C. PER APPROVED 14 F'L.OW l._INE F.L. �� • AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL - .g' `' / . WATER AND SEWER PLANS. ( SEE INDEX MAP ) HEIGHT SHALL F'LANTE.I] WITH GRASS OR GROIJItiD DOVER TO HIGH POINT H.P. TRACT BOUNDARY �. _ _ � , PROTECT THE SLOPE-FROM EROSION AND INSTABILITY IN . ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL � � / F I N I SHED GRADE F.G. EXISTING CONTOUR _ ----�(l4 30)-�--" OF FINAL INSPECTION. N q I . . ' . . �.� ` � FINISHED SURFAeE F.S. STOf�M DRAIN & CATCH BASIN . w I.A.Z. NO F I LI. SHALL F ..ACED ON EX I 5T I NG GROt11�D LINT LL T1 GROUND ��; 2: 1 SL op E . HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL., AND OTHER IIIIIIII i�lGARAGE FLOOR GF 0000.0 ' DELETERIOUS MATERIAL. � .. , . �� :;j . `° . _ _ , 1 I . 4. � F I N I SHED FLOOR FF 0000.0 CUT-FILL ter- -. --a�-- �-- 13. IF �STEEP SLOP ING�TERRAIN OCCURS UPON 1NHI CH F ILL IS Ta' BE , MjkCED, IT MUST BE CLEARM, KEYED, AND BENCHED INTO FIRM -�. I ,_ -- -- . - AIR RELEASE VALVE WATER SERVICE W �� �; NATURAL SOIL FOR f'ULL SUPPORT PREPARAT ION SHALL BE a 1 �.1 MVE' MAP . . APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT : • - - --- FIRE HYDRANT �� . SEWER SERVICE S 11 , OF FILL MATERIAL 1. I . . , . 14. DURING ROUGH GRADI`1VG DRAT hONS A FR I vR TO CONSTRl1�CT I I ND i GATES AM(7UNT oF� 0 . '': . DRIVEWAY EXTRA DEPTH FOOTING OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONSTRUCT T ON NOTES QUANT I TY EST MATE 40 0 40 60 120 STREET LIGHT CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND � lI 0__-):( . . 11 DAMAGE TO ADJACENT PROPERTIES. - SLOPE . NO. QUANTITY UNIT EXTRA DEPTH FOOTING Y GRAPHIC SCALE . • . 15. DUSK' S .L BE CMTROLL.ED BY MATER ING OR'OTHER APPROVED , � ( LOT GRADING (10 LOTS x 50 C if. ) 500 CY , METHOD'S AS DEFINED IN COUNTY" ORDINANCE 484. 1 AND 742 (PM-10) . 40' 40' 40' 4O' . - 1 .. r 1. a ;' ry 16. ALL: EX I S'I:I NG� DRA I IMAGE COURSES ON T1-E PR OJECT SITE MUST � . CONT I NUE TO FUNCTION,ION, ESPECIALLY I ALLY DURING STORM CONDITIONS. .I T I ONS. . PROTECTIVEf�lJ i y 1 V v 1 E S C vN 1 . .. �,1� 4 tnAStJFtES AND TEMPORARY DRAINAGE PRoV Z S I ONS MUST BE USED To PROTECT PLAN 3 PLAN 4 PLAN J� 24. EROS ION CONTROL: ALL"GRADED SLOPES SHALL BE PLANTED WITH pl. ADJOINING PROPERTIES DURING GRADING OPERATIONS. ROSEA ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED .. 00 Lo .rn rn >�I GROUT COVER. SLOPES OVER 15' I N VERTICAL HEIGHT I N ADDITION I T I ON o v- c '�' V-- 1'7. STABILITY CALCULATIONS X ONS W I TH A FACTOR OF AT LEAST O AND FIVE TO GROUND COVER, SHALL PLANTED WITH APPROVED �� P �+T R �` co _' TENTH (1 .5) SHALL BE SUBM I TTEt] BY A So I LS ENG I ICER TO THE TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL. BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES Swt1W1+1 ON THESE BUILDING AND SAFETY DEPARTMENT F'OR CUT AN? FILL SLOPES OVER � PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE � 3O' I N VERTICAL HE I DHT. PLANTEQ AT 10 ON CENTERS; TREES, 20 ON CENTER; lb ,a . COMBINATIONS, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED 12" MIN, ABOVE PAD ELEV. . 1 . 15 ON CENTERS SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTTUTIES SHOWN AND ANY OTHER LINES OR - --- 2 1 S. A REGISTERED CIVIL Eta I I+EER OR L I CENSER LAND SURVEYOR SHALL .. PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION STRUCTURES NOT SHOWN ON THESE PLANS, AND tS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE � „ _ SUBMIT CERT I F I OAT I aN OF BUILDING PAD ELEVATION. WHERE DEVICES PER U.P.C. CHAPTER 1 Q.R. TO THESE LINES OR STRUCTURES. ROUND OFF TOP ��� SPECIFIC ELEVATIONS ARE REQIlI RED. THS ELEVATION (WITH 25. CONSTRUCTION I OF BASIN, T A AN) PER I ITER CONSTRUCTION CONTRACTOR AGREES THAT 11M ACCORDANCE HATH GENERALLY ACCEPTED CONSTRUCTION P/L ' MIN. TYMAL OVERALL FOU�(VT DIMENSIONS UC �T I ON B S I , CONCRE E CHANNEL PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE 4 " 0 0 RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION SCALE 1 40 YM TH T TO A ! C GR SURFA R BROW DITCH SHALL BE INT PLACE UPON COMPLETION ON OF PROPOSED GRADING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. . I RESPEC D A ENT OUND CE I S REQU I ED, THE APPROPR I ATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRA I NAGE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY N ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FROM INSTALLED FACILITIES TO PERI METER STREETS UNTIL CURB OUTLET AND NOT BE LIMITED TO NORMAL. WORKING HOURS, AND CONSTRUCTION CONTRACTOR F JRn�ER AGREES To, �t�t . DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY. Pb E1_', -0.2'MIM. 2d. FINISH GRADE SHALL, BE SLOPED AWAY ER0�1 ALL EXTERIOR wALL,S STRUCTURES ARE IN PLACE PRIOR TO COMPLETION OF THE PROPOSED REAL OR ALLEGED, LIV CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. COUNTY OF RIVERSIDE /� ul * w . " , . STREET I MPROVE1i+ENTS THE -CONTRACTOR SMALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS ,. DEPARTMENT OF '"' ¢ AT NOT LESS THAN 1/2 PER FOOT FOR A MINIMUM OF 3 FEET. � �;' 1 IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TD CONSTRUCTION AND SHALL BE RESPONSIBLE BUILDING &SAFETY Q ' . . M - 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE - ` FOR DISCREPANCfES NOT SO REPORTED AND RESOLVED. � SEC11ON A -- A BU`LD w APPROVED t*e z ? W . 21 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL DATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. 71-E SWPPP �'( I Y__ - r m � 2 � . . SHALL BE BERM I TIED" . SHALL ADHERE TO CURRENT NPDES GUIDELINES. CAU'"ON: 7HE ENGINEER PREPARING THESE PLANS MALL NOT RESPONSWE FOR. OR UABLE FOR, UNAUTHOMZEO FOR REAR YARD SLOPES GREATER REVIEWED er �. . -- z . . . CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED THAN 5' I N VERTICAL HEIGHT not be construed be r .. `� � .. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELT DATED I N THE BY THE PREPARER OF THESE PLANS Approval of these plans s violation of a ofJ 15 TIP. { T'� r. FIELD PR I vR TO T 0 ' ANY CONSTRUCT I oN GRADING. - BASIS OF' BEARING, p - pew��Q�� yrs�t 4�county laws.This � 0VT � (Dlt1PT M :0 f ' / I I THE BEAR I NGS FOR THIS SURVEY' ARE BASED ON THE LINE BETWEEN STAT I ONS"TRAK* . plans must be kept on the job until oomplet+or>- 5 � g 5 5 � (; 5 C J I. 5' MIN.VAR. P� MIN NDTED) MIN MIN We) MI z i. ' 23.- . A SUITABLY QUALIFIED �APO REGISTERED PROFESSIONAL SHALL SUBMIT AND "MATH" (POSITIONS PER NATIONAL GEODETIC S�URRVEY, NAD83 EPOCH 1995.5) AS 5' MIN. VAR. P/L 5' MIN. VAR.. 6" 1NiN. � r a TO TFC BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION SHOWN ON THE MAP FILED IN BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF 6 MIN: 3 MIN. 2 OF ACCORDANCE WITH � 3 MIN. 1 1 3 MIN. ISS ILL VAR. * " � `� 41 COMPLETION OF FINAL GRADING IN ACC D NCE I THE APPROVER . SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE MUDSILL ` VAR. * * VAR. MUDSILL MU 6 MIN. -� - c° PLANS• FOR ALL GRADING DES T GNATEt AS "ENG I PEERED GRADING" COUNTY,CAL I FORN I A, BE I NG N 52'49'02.84" E. �.--.-- - ./ ? ? � � R 1'i lNGMIEERs .. . I � J . I � � .-oll , NOTE: OWNER BMs LEGAL DEsclaww '1pN. . w_"-*%vm-_-­w"� - .. . . - - . 1 . .F � .. . 1 . . I D10 RT 1 1. . . THE PRIVATE ENGINEER S IGT ING 'SE PLANS IS CENT`" HC S PETRA GEOTECHNIC& A PORTION OF PARCEL. 22 -- PARCEL 12 MIN. PER . . •' `�'' R'ES`I'ONS I BLE FOR ASSURING THE ACCURACY OF DESIGN C�fV 12" MIN. 12' MIN. ��,N © � V) V cn W ci y . WARDLOR CIRCLE, SUITE 150 , 27620 CENTER DR. MAP 27387 -- r.• sz 04 " '� o sx " o r• W DjA,j..TOLL FM AND ACCEPTABILITY OF THE WORK HEREON. I N THE CORONA,CA. 91720 SIJ I TE 103 " � M I N. 6 MIN. "+Ax 4,4 � � . 1--$.--227-�� EVENT OF DISCREPANCIES ARISING AFTER COUNTY TEL 909.279.4000 TEMECULA, CA 92590-51561 MIN. _2. 1 MAX s TYP. 1% MIN, - � yr APPROVAL OR DURING CONSTRUCTION,. THE PRIVATE FAX 909.273.2100 (909) 699x-6193 2016 MAX. MIN. 20% MAX. 2Q� MAX. 2: 1 MAX. s I DE�rALK ENG I PIEER SHALL BE RESPONSIBLE FOR DETERMINING 909 699-f 197 FAX * - UNLESS OTHERWISE I SE NOTED * - UNLESS OTl-ERW I SE NOTED cuRB AT LEIS 'r1AIC DAYS AN ACCEPTABLE SOLUTION APO REVISING THE PLANS ( ) �, . , . .I .. . 13EFORE YOU DIG . - FOR APPROVAL BY THE COUNTY. � - ' C N B �' d """ ** D I STANCE, FROM RIGHT OF WAY TO THE GARAGE CORNER Z • - - . 8E � MEASURED PERPENDICULAR To THE PROPERTY LINE . 1 :11 tFtlIVD SERVICE ALfAT OF S+DUTHEfIN CALIF�IIA . . �. SEAL-COUNTY SEAT_-ENGINEER L7 . I. . . .'. NEE_ , , . . .. . I � ____ ..", I . COUNTY OF RIVERSIDE11 . Pa�ANNrNst ■ oveaaeN ■ CoNotmuc"D" BENCHMARK: T--1-81, ELEV. 1026.428 DRAWN JLF-/�E TRACT N0.23Ca6�-� FINAL PHASE IP -� SHEET NO. 4 WORK coNTA I Ivy w THIN rl-�Es PIA. . , T PORTATION DEPAR T QRoF s s 1 o,y� 2 1/2" BRASS DISK IN CQNC. CYLINDER 2.4 ESIONED I SHALL NOT COMMENCE UNTIL AN . ; b MILES SOUTHEAST CIN HIGHWAY 79 FROM EL/�G COUNTY � RIVERSIDE . ,, �n R ED p ENCROACHMENT PERM I T A /4R A _ ``, �����H (p`� �y� 279M YNEZ ROAD,SWM 40o TIN CHECKED APP DV BY - - w°" INTERSECTION OF MAIN AND FRONT STREET :,w n ��.--.. -.. . ,,. ■ ■ ■ TEMCcuL.A,CAuFoWA 92591-*M JT GRADING PERMIT HA5 BEEN ISSUED •, r SC�_E A The r i vats en i neer s i i r� these IRs i s I _ I - -- -- - ,�' rl" TEMECULA, 53.5 SOUTH OF C/L HIGHWAY .- P 9 9n 9 p p I Q> C C N!63 U LTI N® »bo.e�e.aa�2 • FAx 9o9.e7g72ao • www.t�f F.corn - ' LAJ No.64540 „� 79, 3.2 EAST OF GT POLE (GT 2453). 300 scA+-E aF 2 - SHEETS .w ,,. . respons'rbi,e -Lor assumning the accvrae and KHALEfl A. OTH AN DATE: `� Exp s/ oto .. I WAY TW . As SHOWN .. PRECI$E GRADING PLAN � �' . acceptgb i i i t y af. the cies I gn hereon. �n the event. R.C.E. NO. 33950 � PREPARED BY: ELIZABETH D. �OVSYED R.0-C NO. ��454� LAST � PRODUCE STAND M D BE EEN FILE NO. �_ ' 11 . 1. of Discrepancies or isir► ofter c,oun#y apprr,val 1 EXP. DATE: 6- 2 'f.�� C)V 1� ��� EXP. DATE,: 6--30-0x3 P.P. 75580 AND P.P. 75581 ON LINE WITH ULD °B NUMBER I,.�T$ � � � < , Our nq consf ruct ion, th private engineer shot f be • • . • j{ �a�` w,..- ` FENCE LINE RUNNING N, & �S. SET FIBERGLASS 15-TD0455 a resporrs i b l e for determining Orr t�ccEptab l e so l rat ion MARK BY DATE . . • - - aF C��� - 43 DATE Foix: W. COUNTY � anfl rev i ewi n the I Ons far pp rvva I b the Count RR. DATE MM N Y fN l f�T DATE: DATE: _ WITNESSPCIS T 1 SOUTH 4F. MONUMENT. F!l_F rvo. . IIIIIIIIII . 9 P P YI � . . . , y on- . ENaTNE E V I S I 0 N S. . .ICOUNTY - MENDED B �aYI E ENG E_ NG1.Iff � ``: . F . I , . .1 � � - ,� 1. . . - . I I � " . I - . -rI . .1 I I I . . � " 1.11 � �� ,� F. . I . ... . , . . .. . .I , . . � 1� . 1 �. � I I I .. . I . . I � I I I . . I - - I I I I I I . . . . 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FFW1182.4 f 4 N 2R �1 .co r t •' . �L;Iii �' Cr 3 -4.55 FFA t 184.2 9 •cnD FF 1 Mo.3 .rn FF=1188.4 FFA 1192.5 4• PES 1194.4 1 PE=1181 .9S 1192.0 gj 'K • , �• � �5.�y2 � ` , '� � � • �.:,, 2R •� PE=1183.7 PE=1185.8 5 Cr) PE=1187.9 FF=1140.4 • T» � ` � •C4 1 ' 1 � �, �(�• O � p O � PE=1169.9 _ � q"' IAF a 2 �, I BW �W16� 1.N . '� --� M r I B W 2% 1 11 . 0 6 5.�1 ' �� PE=1180.7 0 81.7 I 6 •1 I 1�I 9i ' w Fa � � •� FG R0 . , _ . M •g • T0 i . I I .11, ,;,� . I I . � I . >10 Nd - It . . if'FN . � � . . 11 I LL. 1 12 -V-� I a .5 it M t .rr-) 1� I I �� �S x . - 1� CD p n 1 6 0 1 O& G aR 1 � .M G FS �, ,� 5, 0 d '� 2 12 G FS ! - •5 2 - G °' C *1 i 98.9 T ' 1"78 s 5 v \ -� o rn •5 ( a 1 F a 1 3' 94.1 92.8 TF �1 .. � G'�F�11 B3. g • ,a 192 . EF -f .3 ` • A C3 a I, - -9 9. •5 1185.8 , '' • 9 FS � o' .. . I C) . -1 Ab E'O11 rn .69 9. 1 5.05 K z z C ' 1189. 4.44 h ! .. �1 i8D• FG = 85.54!q , V 19 g1 , to . �, 0 ; � � , qt. I 0 �_ IIIII ' *V C1 , a T_ 1� P , FS \ . %-- . . -.00 I I � ,I I . 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I, . 6 .I I . .I. .I.I .I I .I . . . . . �� ���. I . .� . . . ., ., I . . .1 . I .. I I � . . I . . . . . ­ 2 . ��! . I 144 ' `]{ n - . . . . I , . 6 1 . . . I . 6 A - . . . V 'i .. . 11 . , 0• tiw . I r. . "I ." 7', . n n .. - "�^'" _ . W , 4 •' . `Y" I . . f1. O ' . F' : ..i . 2D O 2O 4p 6D �+ . s „ . GOON M . DEPAR OF RIVERSIDE . 'n a 11 SENT OF GRAPHIC SCALEto 1 . . . � BUILE)ING SSE R j'�'; . . . . APPRpVE� N y.f, . e . - I . . of t�►eee 41 I' the far,or an app e1af,sh&�not aeConstrued to �'M :" • �&IERT . . . , - dans Of any viola a a' plans he state or tion of an / 1. 1. 0o 0 f1,/ `� must be kept on thalob�unril�laws This se off • DM TOLL t'�CG[�3 Aletian. Q p. 1--$CW-227--2W . . - • 1 6 ` °. A` LEA�`MDA" -' . . . '01 �C» YC]V DIO I I .. I - r � � I' . ' / 'kiI'lt . 8 •d SLAL-COUNTY SEAL---ENGINEER DRAWN (� `° COUNTY OP RIVERSIDE p��h��� ■ Dc■��, r coHaTRu�TION • T-1--81, ELEV. 1026.428 �F � Y`RACT N0. 23465-- F•�NAL �''HASE IP -010094 SHEET N0. _.. , BENCHMARK. / - _ -' t" waRK CONT A I NFI W T THI N ThtESF PLANS T PORTATI�N DEPART 'f" Quo F s s t0�, 2 1/2" BRASS DISK IN CONC. CYLANDER 2.4 �9(;NED t'. SHALL NOT C©MMENCE UNTIL AN a� j . . � ` I I I . MI E SOUTHEAST ON HIGHWAY 79 FROM EL/JG COUNTY OF RIVERSIDE , 1. 8 " I !r ENCRQAC{ NT PERM I T AND/OR A APPROVED QY ��4, ����N fl hod e� i XM5 YNEZ ROAD,StJl'1'E 404 MIL �ti s� �. ■ r � � INTERSECTION OF MAIN AND FRONT STREET IN HECKED , ` W) � GRADING PERMIT NAS k EEN ISSUED.. S"CHEDULE A -•� w TEMECUI�A 5 .5' SOUTt•i flF C/t HIGHWAY '"' , „, The pr i vat engineer signing these p I anS i s -.^=� :..�. ' No.6454© C71V 8 U LTI N C3 po9.076.atx� • FAX 909.8767240 • wwwRAF.com SCALE Q 2 1-#EFTS 4 79 3.2 EAST Off" GT POLE (GT 2453} 300 . . respar►s'ible dor assuming the accuracy and t7A7E- - Exp 6/30/03 AS SHOWN PRECISE G`iRAWkiQ PA • . �-^ " Y EAST OF PRQDUCI; STAND MIDWAY QETWEEN accept ab i 1 i ty of the des I gtt hereon In the event, �, PREPARED 8�': EUZABEI*H D LOVSTED R.C.E. NO. a4� M R FILE Na. ; of discrepancies or i s i n of ter cart apprflvtt{ �� c l Y��- �� ExP. O TE: s�-30-'03 "' -. 75580 Ah3D P.p. 75581 ON LINE WITH OLD off Nu gE �.� � Darin constructipn th rivote en rneer c�l1 De - f _ 4Q' -_ 15-100455 p 9 F 4F ���� rl// f~ENGE t_PNE RUNNING N. & S. SET FIBERGLASS DATE FOR: W.0. COUNTY re�pnnsible fcx determining an acceptable solut�On _ - . _ DATE: WITNESSPQ'ST 1' SOUTH OF MONUMENT. HA'X r ��E No. �AAFkMC gY DAT' APPR,, OATS �. V�__ and rev i awl i ng the plans far approva I by the county r�r R E V 1 S ! b N c TYLperMMENDED DATE. . , 0j 4 j !��W 14 }a a . ' L �' '� r . 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