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909ss_sppw GENERAL NOTES: h Mi I; '. v 71 1 W L)k JN[ Y R W 60 tSUI 1 ANA ,':I_ MANDf v ILLS al I )i kF OR[ COUNTY OF RIVERSIDE1t C' AKFMON' ��- T b ELKWOUD F�L �� 14 t,t VARIES VARIES 1" 12 VAR:ES VARIE'-, N' 2 -@ 10 .kW000 10 (ELK 8 P•_ ONt Y') PL ONLY � 3 13 (MUL':VIEw 13 (MULTIVIEW ! NC a61 A f iE T MENDMEN , a' u, DP 311111 DR ONLY) SHAL_ 5L 1E 4 !v'..=. { :';h n .- � ,4 ,'k - :N`_' 'ASTREET IMPROVEMENT PLANS l -1E� -�E ., !• a' � ~ GROUND < TYPICAL SECTION -4-:4 a- f if, t N , EXIS' (f8 � CONSTRUCT DRAINAGE SWAGE AFL REVIEWED T BY GROUND': •oA, :Rr. NFN :NE -'r �A- ,• :aF^ ES, I = 5 5 AECG. - ;IUR - - . I. 11 JR wCPh ' E - III IF1 NIO . w - - _ _ - � 5 EA. E ANL ,E E sN = f q Ta * 3 vIF -°x .; I - 'NMR^. . THE EXIS'ENCE AND LOCATION OF UNDERGROUND UTILI':ES 1 EA, ...lN.^^1�.' TRIC .MY •' ME N +N. NI - w�+ :: Jl •'• SEE LIKE AIM 50 (RONELL 401 R w WERE OBTAINED FROM PUBLIC RECORDSIT SHALL BE 'HE k '., ''r4'. TYPICAL SECTION ELDERIOU 41ZEP JANSENXENOI DE'oIL HEREON OYTRACTOP S RESPONSIBILITY TO LOCATE. MAINTAIN ANO PROTECT ALL UTILITIES DURING CONSTRUCTION. ANY UTILITIES DAMAGED Ic AF TF F J( JiEF ' _2� AJ` T g ION PPCIE - JB'AIN A NA :JNAL JL__ aN' :)CHARGE F .M:NA';JN TO BE MAINTAINED BY RIVERSIDE COuN"� P w DURING THE PERFORMANCE OF WORK SHALL BE REPAIRED TO a w T I =6 5 MULTIVIEW DR ..s THE SATISFACTION OF THE UTILITY ORGANIZATION BY THE -�t T I =5 5 (ALL OTHER STREETSi 5C RE�,A :S'A _JLJI CONTRACTOR AT HIS EXPENSE NOM -COUNTY N " S 2 ALL WATER METERS IN PAVEMENT TO BE RELOCATED } MAINTAINED (ELKWOOD PL.) NON -COUNTY MAINTAINED ROAD 3 ALL WATER METERS OUT OF PAVEMENT TO BE PROTECTED TN PORTION OF PORTION OF :r �: TC JUNE r5 1 A_ , + w0 iF PLACE Aliti ADJUSTED TO GRACE R'W 100 (LAKERIDGE DR.) 4 Q'W THERE IS A MAXIMUM 4 HOUR OUT OF SERVICE 'IME `j 2x EXIST 2% 60 ( GRANDE V:STA AVE .SOMMA DR.. ONAKNOLL DR SEMI"E_ -�E 11-aN" 4 :� F WH:cr ,SAL ., to -- r- N y H z 1 s' + , ,' TO 2+64) ALVA PL., ALCOVE PL.; r "1F - # u N 4: ; 5 CONTRACTOR TO GIVE 48 HOUR NOTICE TO ,4 '}{ DFVF, JP +III. .'+F'' E `- NAME ,N' `NI FG A u STA 3`501 2 1 14- T 14+617 "f WESTERN MUNICIPAL WATER DISTRICT � i zi U _ VARIES VARIES 12 12 VARIES VARIES q�`�L ()1Vc TRUE .JN. PE L _IR` i ,f aNt I''.,,. ExIST AND THE PROPERTY OWNER PRIOR SEE 'DIKE ;-A, NI =IM:Ni ti a CALTZANS MOL'NTABL- M+^, DETKIL HEREON :NAI COMPI A4 a NI f "1E 1 { IN TYPICAL SECTION EARTHWORK QUANTITY TO SHUT DOWN SHELTON DRIVE ExIST. GROUND <" v 1T r2= —=y ExIST ' I GROUND SEE DIKE TYPICAL SECTION DETAIL HEREON TO BE MAINTAINED BY RIVERSIDE COUNTY y Q N T S M► ® iV /f WENDELL PARK DRIVE LLJ N { u > - �✓ O GADVISTA AVENUE I I 6,c 1 ! ® OF v ,g P 1 ALVA PLACE N � f r � of � F � %A y,�. yEGT/ON �4C. SEDT/OrV �►'M�v hb �EiP�N U611 oo ` GLAD Ax - J N ' . } A�]+� �1 / RAMCHITO DRIVE 2 7,A { I COUNTY OF RIvelmoe TRANSPORTATION DEPARTMENT A7ROVED 8Y ti-«rf z 5r y7 Dii E. 94RN1d42T, MR TOR OF TRANSFORTATION RATE R.G.B. 10116 � j z4 97 R6CAMMplDC Gi41� UNDERGROUND SERVICE ALERT FOR TRAFFIC CLEARANCE ALCOVE PLACE�'Ii� Q _ Ai3 WA05 A r �fb p -A- REVIEWED A- R TYPICAL SECTION -4-:4 a- f if, t N , a HAL_ 3E r Nv. = (f8 � CONSTRUCT DRAINAGE SWAGE AFL REVIEWED T BY 4 EA. WES E N MUNICIPAL WATER DISTrC)�L";i FOR NON-INTERFERENCE COMPLIANCECALL: TOLL FREE G� e W zg/g -r SHEET i THROUGH 43 11<7"N 10800 MIKE GHAHRAIMANI, R Cl 45720 DATE _ 227.2600 (�j n,o vx o des KuraKt YIN Ke THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FCR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN -A.REON IN THE EVENT OF DISCREPANCIES ARISING AFTER :�CUNTv APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLJ'ION AND REVISING THE PLANS FOR APPROVAL BY 'H -E COUNTY_ 1 JEFFREY C. SIMS R C E 46212 4TE�— CIVIL ENGINEER AT 7 2. DATE I BY MARK ENGINEER DESIGNED BY INDEX MAP SCALE: 1'-600 Omm m RM 9W MD. HE IZER C.S.A. 128 PHASE U A iR0►EL L ROAD IAMS CIRCLE \ CHRISTO COURT O ldr 131D SET ®// i f� A� rjylF� I� PARK HILL I -Cr'' = DRIVE Q�t NOTES: VICINITY MAP N.T.S 1. 0111 PLANS MUST EE SU13GTTED FOR APPADVAL PRIOR TO L9 Ma OF THE NDT ICE SECT. 10,14,15,16 21 • OF CO PLETI(>N . T.4S., R.SW. 2. ALL ORWOM EAS@EENTS, WX MEEK SCNEDULE Ff SHALL BE PRME99SED G COWLEY® F TD,ACWrANCrc OP OZOAP3• TELEPHI E RISERS 3. MR41" OMM SM I$ 15 MPH. WATER ME°TEiM 4. ALL EX. AVERTS TO R191AIN1 9VLL ME r3LOQc ENTRY ARCHWAY Q.EAA0 AMD FLUB®. POWER POLES 5. ALL SIQiIT CONTADIED CQ� UNTILANIIEMT AIR GUY ANCHI VALVES ANDAR OVDDM PSW HAS ®+ IM AIR RELEASE VALVES MAILBOXES ENVIRONMENTAL CLEARANCE 6. A lOVxW m2U Oft, 12 C.MP 114 TON RIP -OAP SWJ- eE FIRE HYDRANT PLACED AT THE DLET 6 BLOW OFF OUTLET OF ALL CULVOTTS. SIGN f - 17 7. TYPE V tEFLECTIW TREE DVED BY PLAN ON PDQ ( ROCK OUTCROPPING BLOCK WALL POLES WITHIN 8' OF UTILITY BOX THE TRAVI WAY. (315, ftf*) FENCE AT RECOMMENDED FOR SEAL C NTY SEAL APPROVAL v EssI QaoFEss, 4 EO A 0P,, � Q Hit � a tee. N033450 a NC x44762 ExP 6-30-48 EXP -31-98 APPR ;DATE CIv,� n� c'V:- ^r REVISIONS COUNTY CHECKED f OF CALI F OF CA 0 DRAWN BY CHECKED BY DATE. AILS REPORT ANC a eE �E1 ANL ,t hL _(J =ANNOT CONTRO[ ',f If �t�r ?R MEANS rE f �i Nt� :v� :NI,, 7PERA T IONS NOR FaN -IE N:NE F �- JUARANTE HE ENTIRE SITE THE ENIL.NE = 4 --,NF NC RESPOND 7N +OPk JUANTITIES THE Olv Pa, " Ha E3E RESPON y, - * A 'EaM.NItA wN ® s EARTHWORKQUANTITIES rDF tsIDD.NG, CDNTRAJ ANC :`1N _ N -1 V-4-1 E APPEARS 'HERE vii -f N =x:F;S DR SHOPT4 E JF Ii HE A. IA --f�, Ma NI TI{ ENGINEEG FRM:NE IF POSS:EiIF ;RADE ALk-US'i .N -4 MA_ME J Q ALL EES:a'E DAA C Ma z ;,c JJGJ SHOT --4G' STRIPING GENERAL NOTES: CD }� � =Q I ':;AFI IC STRIPES. PAJF'4EN" yA a '+ICS AND DELINEA-OP�_ ;,I _ALcy I� MA:N'ENENCE MANUAL aN AND STD SPE :F:i A ._tA! -4" r'. CIN �l --f A=te SIGNS 70 BE 'N`® JN NEw 4"X4 WOOD PITS,- :IF .INLFSS OTI{RW'_V`vl JN PLANS MUL'IwIEw DRIVE PIPES. SIGNS NC =MEN" III :NI A _ 3t I : MARKINGS " f. OWFLiC"NC AK PavEMEN' MAar-"IG STa� 3E REM,; Ni /8C a 4i 4Vcn = MF :L'ING SIGNS y �. gEMOvEE,z� aC"DR I \® EiLIRRC _ANE RA FIF E'R PF- ANC M^_4 Nr- A3E a.' F 'N 0i DA REMI AS v A#_ ANL iFLI�ERE: 'HE _'I,I .A ALL STRIPING SHOWN w.. 3 : A 'PANE DE �I KENOAK 4 PLACE Ti COUNT �1 A L :N ,N.NI • : c NiE DE_:NEa :CN ANC PEGI �tE: "IND IN J I ACCORDANCE MI?I~ '-# _r., _ AN A SHA 3E ' HE RE 5P iNr :.E : F -+ DE, F OPG = L 8 CONSTRUCTION NOTES AND /D- QUANTITY ESTIMATE: NOTICE TO CONTRACTOR I L-— CONSTRUCT 3' Af. PAYING OVFP a E aF 2 CONSTRUC- 4' A C PAVING CvE� THE EXISTENCE AND LOCATIONS OF ALL UPOERGROUND UTILITIES (UTILITY PIPES. r 3 } COPISTRUC 5" A C DIKE NOI 9F. Iw 60,E 1S . STRUCTURES. ETC.) SHOWN ON THESE PLANS (MAIN LINES ONL* - NC SERVICE LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE 4 �- INSTALL METAL BEAM GUARORA: -N 4+l.itr M aN[ w x 6.40e MEMBER AGENCIES AND ARE APPROXIMATE NEITHER T+E OWNER NOR THE ENGINEER GUARDRAIL DELINEATORS PER -A �4E .EtPE�E' �%ES wHIE :NC �_ oe8 �1 ASSLIES ANY RESPONSIBILITY FOR UTILI?iE5 NC? 5110YRv 7F NO' IN ?HE 5 EkIS?IMGCTEC' :N °i_A LOCATION SHOWN (6�r=— GRADED SHOULDEP iWIC? a1- THE CONTRACTOR I5 REQUIRED TO TAKE DUE PRECAu?IDINAP� MEASURES TO PROTECT — I OCATE BEHIND PROP_SE ^•,. v, 2,191L.F 5< THE UTILITY LINES SHOWN AND ANY OTHER LINES NO- JF AECORD OR NOT SHOWN ON +e RE GRADE 2 1.54 THESE PLANS LOCATIONS OF UTILITIES SHALL BE VERIFIED BY 'FIE CONTRACTOR ? INS?ALL E?ANDARD 2: --Er. NFw ,. i^ w AN[ r,= k ;i ST NAME 29�,s PRIOR TO COMMENCEMENT OF CONSTRUCTION X10 4C QST "' GRADE 57 - CALL UNDERGROUND SERVICE ALERT IA,i 1-800 22' 2500 AT LEAST 2 WOWING11 APPLY 'STOP PAVEMEN' 4A4 :N -: ITN .A, =•Ar, �'," THEfZMGP ASt+ BY OJ?IZAGTOK PAIN' DO_�L-E ELOW Z7 _ N E - DAYS PRIOR TO EXCAVATION (f2 THE QUANTITY ESTIMATE SHOWN ,£PEON IS FDP THE JSE JF GOVERNING AGENCIES i? ALV 1E WI-I'F MI NE THF2MoPLAh71G BY GUIJH�TOrZ Z7 IN DETERMINING BOND AMOUNTS AND OR FEES AND IS I BE USED FOR BID '14 PAINT 10C �EL_OW FAG -:N PURPOSES OETAI: STD A20A 15CONSTRUC ? PIPE LVE�I:E JRA: _- v 1 5 (16 PLACE LIGHT CLASS RIP RAF :x w. Ih . c;c µ 1 253 25BY THE ENGINEER (0=2a 1�'— INSTALL NEW 30 SP 577D. 3 EA TYPICAL SECTION -4-:4 a- f if, t N , a HAL_ 3E r Nv. = (f8 � CONSTRUCT DRAINAGE SWAGE AFL NOT TO BE MAINTAINED E^ F�DIDE GOI NTS 4 EA. •oA, :Rr. NFN :NE -'r �A- ,• :aF^ 04 N _...^. I = 5 5 AECG. - ;IUR - - . I. 11 JR wCPh ' E - III IF1 - w - - _ _ - 'VON COUN' , M- ; N' � : NF u71AL 5 EA. E ANL ,E E sN = f q Ta * 3 vIF -°x .; I - 'NMR^. . 1 EA, ...lN.^^1�.' TRIC .MY •' ME N +N. NI - w�+ :: Jl •'• r : -iN AIM 50 (RONELL 401 R w :MP :t C N'=NLH' f rrN ,ntFrl[- k '., ''r4'. 60 tOLPAO BUSHTON, DUNSMUIR, ELDERIOU 41ZEP JANSENXENOI K IMOALE KNE. MACHETA MUSTANG. OAKVIEw. PARK HILL. RONEL SHE TON. STRAW VILLA KNOLL MENDELL PARK 6 WILLIAMS), NON—COUNTY MAINTAINED Ic AF TF F J( JiEF ' _2� AJ` T g ION PPCIE - JB'AIN A NA :JNAL JL__ aN' :)CHARGE F .M:NA';JN RE V wl1 N M ,M NI'"k I.� IPS P w 13 EA. a w � a.. _INL�E-a,RLr�_+N[. � :.: n - _ =-_ ..s -. ,• :. -�t — f0 2 B 5C RE�,A :S'A _JLJI NOM -COUNTY NON -COUNT, �, --M w00D PLACE ,PADIN6 ANC +wrl�k a _ AL_ AP ^ A, BE JOKE :N I` I N': w * � N :'IN- T } MAINTAINED ,ARIES 2 1E _.!0 2 VAPIES - PORTION OF PORTION OF :r �: TC JUNE r5 1 A_ , + w0 iF t _Nw ii r, ELDERIGOE FROM nitF STA �' p } `}F -c I IN )HA,_, `j 2x EXIST 2% - SEMI"E_ -�E 11-aN" 4 :� F WH:cr ,SAL ., to -- r- N y H z 1 s' + , ,' TO 2+64) SAS BEEN DONE :N 4) aMANt - � . - � -F 4SMF a[ . r "1F - # u N 4: ; 1 W ,4 '}{ DFVF, JP +III. .'+F'' E `- NAME ,N' `NI FG A u STA 3`501 2 1 14- T 14+617 "f � i zi U _ 6 20 q�`�L ()1Vc TRUE .JN. PE L _IR` i ,f aNt I''.,,. ExIST zi r SEE 'DIKE ;-A, NI =IM:Ni ti a CALTZANS MOL'NTABL- M+^, DETKIL HEREON :NAI COMPI A4 a NI f "1E 1 { IN TYPICAL SECTION EARTHWORK QUANTITY ESTIMATE: TO BE MAINTAINED BY RIVERSIDE COUNTY TI I = 5 5 eF'G CO Pc. APPROV BY XCESS MATERIA ,"A K =: IF -{F .... N. T S. E — -- L) APE •Ari( ',-'c 4 . _'l, I sb+ ■ OMISSION OR USE OF BERM AS INDICATED PER RAN® EXCAVATION OR ANY li- M - 1 ANCARE ,pc % ®// i f� A� rjylF� I� PARK HILL I -Cr'' = DRIVE Q�t NOTES: VICINITY MAP N.T.S 1. 0111 PLANS MUST EE SU13GTTED FOR APPADVAL PRIOR TO L9 Ma OF THE NDT ICE SECT. 10,14,15,16 21 • OF CO PLETI(>N . T.4S., R.SW. 2. ALL ORWOM EAS@EENTS, WX MEEK SCNEDULE Ff SHALL BE PRME99SED G COWLEY® F TD,ACWrANCrc OP OZOAP3• TELEPHI E RISERS 3. MR41" OMM SM I$ 15 MPH. WATER ME°TEiM 4. ALL EX. AVERTS TO R191AIN1 9VLL ME r3LOQc ENTRY ARCHWAY Q.EAA0 AMD FLUB®. POWER POLES 5. ALL SIQiIT CONTADIED CQ� UNTILANIIEMT AIR GUY ANCHI VALVES ANDAR OVDDM PSW HAS ®+ IM AIR RELEASE VALVES MAILBOXES ENVIRONMENTAL CLEARANCE 6. A lOVxW m2U Oft, 12 C.MP 114 TON RIP -OAP SWJ- eE FIRE HYDRANT PLACED AT THE DLET 6 BLOW OFF OUTLET OF ALL CULVOTTS. SIGN f - 17 7. TYPE V tEFLECTIW TREE DVED BY PLAN ON PDQ ( ROCK OUTCROPPING BLOCK WALL POLES WITHIN 8' OF UTILITY BOX THE TRAVI WAY. (315, ftf*) FENCE AT RECOMMENDED FOR SEAL C NTY SEAL APPROVAL v EssI QaoFEss, 4 EO A 0P,, � Q Hit � a tee. N033450 a NC x44762 ExP 6-30-48 EXP -31-98 APPR ;DATE CIv,� n� c'V:- ^r REVISIONS COUNTY CHECKED f OF CALI F OF CA 0 DRAWN BY CHECKED BY DATE. AILS REPORT ANC a eE �E1 ANL ,t hL _(J =ANNOT CONTRO[ ',f If �t�r ?R MEANS rE f �i Nt� :v� :NI,, 7PERA T IONS NOR FaN -IE N:NE F �- JUARANTE HE ENTIRE SITE THE ENIL.NE = 4 --,NF NC RESPOND 7N +OPk JUANTITIES THE Olv Pa, " Ha E3E RESPON y, - * A 'EaM.NItA wN ® s EARTHWORKQUANTITIES rDF tsIDD.NG, CDNTRAJ ANC :`1N _ N -1 V-4-1 E APPEARS 'HERE vii -f N =x:F;S DR SHOPT4 E JF Ii HE A. IA --f�, Ma NI TI{ ENGINEEG FRM:NE IF POSS:EiIF ;RADE ALk-US'i .N -4 MA_ME J Q ALL EES:a'E DAA C Ma z ;,c JJGJ SHOT --4G' STRIPING GENERAL NOTES: CD }� � =Q I ':;AFI IC STRIPES. PAJF'4EN" yA a '+ICS AND DELINEA-OP�_ ;,I _ALcy I� MA:N'ENENCE MANUAL aN AND STD SPE :F:i A ._tA! -4" r'. CIN �l --f A=te SIGNS 70 BE 'N`® JN NEw 4"X4 WOOD PITS,- :IF .INLFSS OTI{RW'_V`vl JN PLANS MUL'IwIEw DRIVE PIPES. SIGNS NC =MEN" III :NI A _ 3t I : MARKINGS " f. OWFLiC"NC AK PavEMEN' MAar-"IG STa� 3E REM,; Ni /8C a 4i 4Vcn = MF :L'ING SIGNS y �. gEMOvEE,z� aC"DR I \® EiLIRRC _ANE RA FIF E'R PF- ANC M^_4 Nr- A3E a.' F 'N 0i DA REMI AS v A#_ ANL iFLI�ERE: 'HE _'I,I .A ALL STRIPING SHOWN w.. 3 : A 'PANE DE �I KENOAK 4 PLACE Ti COUNT �1 A L :N ,N.NI • : c NiE DE_:NEa :CN ANC PEGI �tE: "IND IN J I ACCORDANCE MI?I~ '-# _r., _ AN A SHA 3E ' HE RE 5P iNr :.E : F -+ DE, F OPG = L 8 CONSTRUCTION NOTES AND /D- QUANTITY ESTIMATE: NOTICE TO CONTRACTOR I L-— CONSTRUCT 3' Af. PAYING OVFP a E aF 2 CONSTRUC- 4' A C PAVING CvE� THE EXISTENCE AND LOCATIONS OF ALL UPOERGROUND UTILITIES (UTILITY PIPES. r 3 } COPISTRUC 5" A C DIKE NOI 9F. Iw 60,E 1S . STRUCTURES. ETC.) SHOWN ON THESE PLANS (MAIN LINES ONL* - NC SERVICE LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE 4 �- INSTALL METAL BEAM GUARORA: -N 4+l.itr M aN[ w x 6.40e MEMBER AGENCIES AND ARE APPROXIMATE NEITHER T+E OWNER NOR THE ENGINEER GUARDRAIL DELINEATORS PER -A �4E .EtPE�E' �%ES wHIE :NC �_ oe8 �1 ASSLIES ANY RESPONSIBILITY FOR UTILI?iE5 NC? 5110YRv 7F NO' IN ?HE 5 EkIS?IMGCTEC' :N °i_A LOCATION SHOWN (6�r=— GRADED SHOULDEP iWIC? a1- THE CONTRACTOR I5 REQUIRED TO TAKE DUE PRECAu?IDINAP� MEASURES TO PROTECT — I OCATE BEHIND PROP_SE ^•,. v, 2,191L.F 5< THE UTILITY LINES SHOWN AND ANY OTHER LINES NO- JF AECORD OR NOT SHOWN ON +e RE GRADE 2 1.54 THESE PLANS LOCATIONS OF UTILITIES SHALL BE VERIFIED BY 'FIE CONTRACTOR ? INS?ALL E?ANDARD 2: --Er. NFw ,. i^ w AN[ r,= k ;i ST NAME 29�,s PRIOR TO COMMENCEMENT OF CONSTRUCTION X10 4C QST "' GRADE 57 - CALL UNDERGROUND SERVICE ALERT IA,i 1-800 22' 2500 AT LEAST 2 WOWING11 APPLY 'STOP PAVEMEN' 4A4 :N -: ITN .A, =•Ar, �'," THEfZMGP ASt+ BY OJ?IZAGTOK PAIN' DO_�L-E ELOW Z7 _ N E - DAYS PRIOR TO EXCAVATION (f2 THE QUANTITY ESTIMATE SHOWN ,£PEON IS FDP THE JSE JF GOVERNING AGENCIES i? ALV 1E WI-I'F MI NE THF2MoPLAh71G BY GUIJH�TOrZ Z7 IN DETERMINING BOND AMOUNTS AND OR FEES AND IS I BE USED FOR BID '14 PAINT 10C �EL_OW FAG -:N PURPOSES OETAI: STD A20A 15CONSTRUC ? PIPE LVE�I:E JRA: _- v 1 5 (16 PLACE LIGHT CLASS RIP RAF :x w. Ih . c;c µ 1 253 25BY THE ENGINEER (0=2a 1�'— INSTALL NEW 30 SP 577D. 3 EA TYPICAL SECTION -4-:4 a- f if, t N , (f8 � CONSTRUCT DRAINAGE SWAGE AFL NOT TO BE MAINTAINED E^ F�DIDE GOI NTS DE �+:NEI :,%,4 ;c. 4 EA. •oA, :Rr. NFN :NE -'r �A- ,• :aF^ NI I = 5 5 AECG. - ;IUR - - . I. 11 - 20— UONSTRUC` 3' a ;_ PnvING �aF4- - - _ _ - 'VON COUN' , M- ; N' � : NF u71AL 5 EA. Ta * 3 ^ 2r. ' :ONSTRUI SAFIPIFADE PER F., 1 EA, ...lN.^^1�.' TRIC .MY •' ME N +N. NI - w�+ :: Jl •'• r : -iN AIM 50 (RONELL 401 R w :MP :t C N'=NLH' f rrN ,ntFrl[- k '., ''r4'. 60 tOLPAO BUSHTON, DUNSMUIR, ELDERIOU 41ZEP JANSENXENOI K IMOALE KNE. MACHETA MUSTANG. OAKVIEw. PARK HILL. RONEL SHE TON. STRAW VILLA KNOLL MENDELL PARK 6 WILLIAMS), NON—COUNTY MAINTAINED Ic AF TF F J( JiEF ' _2� AJ` T g ION PPCIE - JB'AIN A NA :JNAL JL__ aN' :)CHARGE F .M:NA';JN RE V wl1 N M ,M NI'"k I.� IPS 13 EA. a _4 Ni IEvE.JPERS � REJ, PE_ :: a NcTI�E :N , - VARIES VARIES 12 12 VARIES VARIES ROADS RFSO(Ili-,rN'PO( -3ti AND PRE='ARE ii INA 2 -B f0 — f0 2 B Di- AN SWPPP 411 41 NOM -COUNTY NON -COUNT, �, --M w00D PLACE ,PADIN6 ANC +wrl�k a _ AL_ AP ^ A, BE JOKE :N I` I N': w * � N :'IN- T } MAINTAINED MAINTAINED * + w, A_ v I A CDURT � _ E T E ELIMINAP :N:- A':fjN PPEPAREL L, ' 14 -NC IN[,- ^4 ^,h :4 :N( PORTION OF PORTION OF :r �: TC JUNE r5 1 A_ , + w0 iF t _Nw ii r, ELDERIGOE ELDERIGOE I` - COURT ;4TF2 �E'� )HA,_, `j 2x EXIST 2% NOL 2X 2x __�A DRIVE SEMI"E_ -�E 11-aN" 4 :� F WH:cr ,SAL N LIF I � RALI:NL C�ROUNO _y �— -- r- N y H z 1 s' + , ,' TO 2+64) SAS BEEN DONE :N 4) aMANt - � . - � -F 4SMF a[ . r "1F - # u N 4: ; 1 y ,PouNE' DRIDGE DRIVE I L ,4 '}{ DFVF, JP +III. .'+F'' E `- NAME ,N' `NI FG A u wr �,. MIN(: w 4 2 1 14- T 14+617 "f Io SHAD BE 1E 4�'n_:� nr A d F Fc�. L; w �N'�:N 6 20 q�`�L ()1Vc TRUE .JN. PE L _IR` i ,f aNt I''.,,. 1 EA— SEE 'DIKE �UF�OIJPCING`_ �gi Y a^ jA,fE CALTZANS MOL'NTABL- 31 iNc'A _: '` G' T FZI91 DETKIL HEREON :NAI COMPI A4 a NI f "1E 1 { IN TYPICAL SECTION EARTHWORK QUANTITY ESTIMATE: TO BE MAINTAINED BY RIVERSIDE COUNTY TI I = 5 5 eF'G CO Pc. APPROV BY XCESS MATERIA ,"A K =: N. T S. SHEET Kw�ED _JALBERT -HE ABOVE OL)AN : • .. A 'V F _ AN, 4,,N- - III Ni k'a ■ OMISSION OR USE OF BERM AS INDICATED PER RAN® EXCAVATION OR ANY li- M .u. N ®// i f� A� rjylF� I� PARK HILL I -Cr'' = DRIVE Q�t NOTES: VICINITY MAP N.T.S 1. 0111 PLANS MUST EE SU13GTTED FOR APPADVAL PRIOR TO L9 Ma OF THE NDT ICE SECT. 10,14,15,16 21 • OF CO PLETI(>N . T.4S., R.SW. 2. ALL ORWOM EAS@EENTS, WX MEEK SCNEDULE Ff SHALL BE PRME99SED G COWLEY® F TD,ACWrANCrc OP OZOAP3• TELEPHI E RISERS 3. MR41" OMM SM I$ 15 MPH. WATER ME°TEiM 4. ALL EX. AVERTS TO R191AIN1 9VLL ME r3LOQc ENTRY ARCHWAY Q.EAA0 AMD FLUB®. POWER POLES 5. ALL SIQiIT CONTADIED CQ� UNTILANIIEMT AIR GUY ANCHI VALVES ANDAR OVDDM PSW HAS ®+ IM AIR RELEASE VALVES MAILBOXES ENVIRONMENTAL CLEARANCE 6. A lOVxW m2U Oft, 12 C.MP 114 TON RIP -OAP SWJ- eE FIRE HYDRANT PLACED AT THE DLET 6 BLOW OFF OUTLET OF ALL CULVOTTS. SIGN f - 17 7. TYPE V tEFLECTIW TREE DVED BY PLAN ON PDQ ( ROCK OUTCROPPING BLOCK WALL POLES WITHIN 8' OF UTILITY BOX THE TRAVI WAY. (315, ftf*) FENCE AT RECOMMENDED FOR SEAL C NTY SEAL APPROVAL v EssI QaoFEss, 4 EO A 0P,, � Q Hit � a tee. N033450 a NC x44762 ExP 6-30-48 EXP -31-98 APPR ;DATE CIv,� n� c'V:- ^r REVISIONS COUNTY CHECKED f OF CALI F OF CA 0 DRAWN BY CHECKED BY DATE. AILS REPORT ANC a eE �E1 ANL ,t hL _(J =ANNOT CONTRO[ ',f If �t�r ?R MEANS rE f �i Nt� :v� :NI,, 7PERA T IONS NOR FaN -IE N:NE F �- JUARANTE HE ENTIRE SITE THE ENIL.NE = 4 --,NF NC RESPOND 7N +OPk JUANTITIES THE Olv Pa, " Ha E3E RESPON y, - * A 'EaM.NItA wN ® s EARTHWORKQUANTITIES rDF tsIDD.NG, CDNTRAJ ANC :`1N _ N -1 V-4-1 E APPEARS 'HERE vii -f N =x:F;S DR SHOPT4 E JF Ii HE A. IA --f�, Ma NI TI{ ENGINEEG FRM:NE IF POSS:EiIF ;RADE ALk-US'i .N -4 MA_ME J Q ALL EES:a'E DAA C Ma z ;,c JJGJ SHOT --4G' STRIPING GENERAL NOTES: CD }� � =Q I ':;AFI IC STRIPES. PAJF'4EN" yA a '+ICS AND DELINEA-OP�_ ;,I _ALcy I� MA:N'ENENCE MANUAL aN AND STD SPE :F:i A ._tA! -4" r'. CIN �l --f A=te SIGNS 70 BE 'N`® JN NEw 4"X4 WOOD PITS,- :IF .INLFSS OTI{RW'_V`vl JN PLANS MUL'IwIEw DRIVE PIPES. SIGNS NC =MEN" III :NI A _ 3t I : MARKINGS " f. OWFLiC"NC AK PavEMEN' MAar-"IG STa� 3E REM,; Ni /8C a 4i 4Vcn = MF :L'ING SIGNS y �. gEMOvEE,z� aC"DR I \® EiLIRRC _ANE RA FIF E'R PF- ANC M^_4 Nr- A3E a.' F 'N 0i DA REMI AS v A#_ ANL iFLI�ERE: 'HE _'I,I .A ALL STRIPING SHOWN w.. 3 : A 'PANE DE �I KENOAK 4 PLACE Ti COUNT �1 A L :N ,N.NI • : c NiE DE_:NEa :CN ANC PEGI �tE: "IND IN J I ACCORDANCE MI?I~ '-# _r., _ AN A SHA 3E ' HE RE 5P iNr :.E : F -+ DE, F OPG = L 8 CONSTRUCTION NOTES AND /D- QUANTITY ESTIMATE: NOTICE TO CONTRACTOR I L-— CONSTRUCT 3' Af. PAYING OVFP a E aF 2 CONSTRUC- 4' A C PAVING CvE� THE EXISTENCE AND LOCATIONS OF ALL UPOERGROUND UTILITIES (UTILITY PIPES. r 3 } COPISTRUC 5" A C DIKE NOI 9F. Iw 60,E 1S . STRUCTURES. ETC.) SHOWN ON THESE PLANS (MAIN LINES ONL* - NC SERVICE LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE 4 �- INSTALL METAL BEAM GUARORA: -N 4+l.itr M aN[ w x 6.40e MEMBER AGENCIES AND ARE APPROXIMATE NEITHER T+E OWNER NOR THE ENGINEER GUARDRAIL DELINEATORS PER -A �4E .EtPE�E' �%ES wHIE :NC �_ oe8 �1 ASSLIES ANY RESPONSIBILITY FOR UTILI?iE5 NC? 5110YRv 7F NO' IN ?HE 5 EkIS?IMGCTEC' :N °i_A LOCATION SHOWN (6�r=— GRADED SHOULDEP iWIC? a1- THE CONTRACTOR I5 REQUIRED TO TAKE DUE PRECAu?IDINAP� MEASURES TO PROTECT — I OCATE BEHIND PROP_SE ^•,. v, 2,191L.F 5< THE UTILITY LINES SHOWN AND ANY OTHER LINES NO- JF AECORD OR NOT SHOWN ON +e RE GRADE 2 1.54 THESE PLANS LOCATIONS OF UTILITIES SHALL BE VERIFIED BY 'FIE CONTRACTOR ? INS?ALL E?ANDARD 2: --Er. NFw ,. i^ w AN[ r,= k ;i ST NAME 29�,s PRIOR TO COMMENCEMENT OF CONSTRUCTION X10 4C QST "' GRADE 57 - CALL UNDERGROUND SERVICE ALERT IA,i 1-800 22' 2500 AT LEAST 2 WOWING11 APPLY 'STOP PAVEMEN' 4A4 :N -: ITN .A, =•Ar, �'," THEfZMGP ASt+ BY OJ?IZAGTOK PAIN' DO_�L-E ELOW Z7 _ N E - DAYS PRIOR TO EXCAVATION (f2 THE QUANTITY ESTIMATE SHOWN ,£PEON IS FDP THE JSE JF GOVERNING AGENCIES i? ALV 1E WI-I'F MI NE THF2MoPLAh71G BY GUIJH�TOrZ Z7 IN DETERMINING BOND AMOUNTS AND OR FEES AND IS I BE USED FOR BID '14 PAINT 10C �EL_OW FAG -:N PURPOSES OETAI: STD A20A 15CONSTRUC ? PIPE LVE�I:E JRA: _- v 1 5 (16 PLACE LIGHT CLASS RIP RAF :x w. Ih . c;c µ 1 253 25BY THE ENGINEER (0=2a 1�'— INSTALL NEW 30 SP 577D. 3 EA (f8 � CONSTRUCT DRAINAGE SWAGE AFL 4 EA. -- - — J 19 I-- OvEFCAY EXIS' D4gE4EN' w:'- NI I EA - 20— UONSTRUC` 3' a ;_ PnvING �aF4- - - _ _ - 5 EA. Ta * 3 ^ 2r. ' :ONSTRUI SAFIPIFADE PER F., 1 EA, ► 22 t = REMOVE 6 EA. �CAL'RANC aE- - 23 - _ONSTgCIC' a LtERSIDE JRA"N 13 EA. 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Si iii ii ii iii iiS mi S ii iii iii i ii-- - mm En �SSa_ M_a S_-_ S_mm__i� _ �ii i- • •ii Siii iiiiiiii _i_i___ii_i_i i • ii ii ii- wl N iii S ii iii -ilii iii ii•�i-moi iii i�-ii��i SSI_-i__i_ii_S�-Nidi i•�i� �iliiiiiii i_i_�� i_i_i_ii__i i_ii_i_i_ili_i_ii__i_i_ ii i ��-- iiiiiii / 1 1 s` \�'k \ �NL, F 4, I � LqON§T . 4" F1* LA T_- 40; 3 UNDERGROUND SERVICE ALERT FOR TRAFFIC C EARANCE CALL: TOLL FREE -2/ Zl/'r 1.8W MWE GHAHRAM NI, R C.E. 45720 DATE 227.2600 -7/26/97 M •ooc an BUM YM W RECOMMENDED BY: DTE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE OR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPRC.A OR DURING CONSTRUCTION, THE PRIVATE ENGINEER DATE BY MARK SHALL 9E RESPONSIBLE FOR DETERMINING AN ACCEPTABLE ENGINEER SO�LTI'N AND REVISING 'HE PANS FOR APPROVAL BY THE ,�_uN-, DESIGNED 55 ' k • - • - i�• \ \\fin \�\ yam\ '\` • / / w • Ldw Fir", amp R=300. 00 w� i� C, • • 1 r � _ 1� V. Qj.. ' ' R �' �{__- ----•/moi J �� ` r CONSTRUCTION NOTES: Ex MAILBOX 1DUJI CO X 33 CONSTRUCT 6" A.0 DIKE (MODIFIED PER DETAIL SHEET I) ( 4)-- INSTALL METAL BEAM GUARDRAIL PER CALTRAINS STD A77A THROUGH A77K, lIV67#6l 01#17 TY� F O `;l 1. t$g SI.oPE 12 U �( f EXISTING - PROTECT IN PLACE ErU�Pi20P�D✓L oEG/{/F97Des c�G%29✓5 �_ 5�- GRADED SHO LOER (WIDTH PER PLANT 5�!O pcAN f773G (lf RE -GRADE EX. D/W � � 4,�_° Ex. FES J 99 INSTALL STMIDARD SIZE SIGN AS INDICATED ON NEW 4 •4 WOOD POST W ANCHOR BLOCKS 10 MDJIfT TO GRADE �a V 12 PAINT DOUBLE YELLOW STIPE PER CALTRANS DETAIL ?1 STD 420A 15 CONSTRUCT PIPE OYERSIDE DRAIN PER CALTRANS STC Je-A JYPF ' f6 PLACE LIGHT CLASS RIP -RAP SLOPE PROTECTION ON FLJL, 'EIGHT )F SLOPE DP AS LIRE 'ED By THE ENGINEER (D=24 26 FEOONSTRLICT Ex D/W WITH A C / COM67- 9!/GT 4 "A. C, 10.94/MG &PleQ N.9Ti/�67 �— AVIA(r /m ' YeUOW '16"P /v 570 �9Z41� MULTIVIE DRIVE RECOMMENDED FOR SEAL COUNTY SEAL APPROVED Y : ®Y DATEy APPROVAL KHALED A. OTHMAN / AMEN A. WEBB ASSOCIATES ,,qtof Egsoa oPµpFESSI ,� p�( Hi FOR TRANSPORTATIp` PT R RSIDE COUNTY, CA. CIVIL ENGINEERS R.C.E. N0. 33950 EXP DATE 6-30-98 -a- �,n, <::• --,r =�-� - 2 a PRePA ErD Y DATE: NO 33950 NO C4476� APPR. DATE EXP 6-30-98 EXP 3-31-98 CHECKED: c �l cr'P f —���iG./ _i�.G c REVISIONS COUNTY - o - a,' - r _ E = F ` A M N �.. f �c0 a Cit - _ DRAWN BY: C� NO 044762 Exp -,cTE�t�KED BY DATE: - COUNTY OF RIVERSIDE SHEET STREET IMPROVEMENT PLANS 4 MS 3696 MULTIVIEW DRIVE 909 -SS (R) ,RIZ 1-_4(1' vTRT 1--m 341, 35 U W 01) 0 r. .co 0 ZN - WLij Q Cn � W -W W H L> tr-- Q I i CONSTRUCTION NOTES:' ■ •■vim ■ ■ • ■ w w v I 'aI v i SEE . SHEET NO. 13 i - fa— CONSTRUCT 3' A C PAVING OVER 6' CLASS 2 A,8 �3-- SEAL COUNTY SEAL APPROVED BY CONSTRUCT 6 A C DIKE (MODIFIED PER DETAIL SHEET I ) I ♦ s-. (4 r INSTALS METAL BEAM GUARDRAIL PER CALTRANS STD A77A THROLK3H A77K, li*T^A. N NrM T*V- F r ♦ , ♦ ALBERT A. , _ : PµpF 1 . 1 I ♦ I FOR TRANSPORTATION E PT R IDE COUNTY. CA- 9�— INSTAL_ STANDARD SIZE SIGN AS INDICATED ON NEW 4"x4" WOOD POST W/ANCHOR BLOCKS 10 ADJUST TO GRACE E ti G I N E E RS 12 PAINT DOLE YEL,_OW STIPE PER CALTRANS DETAIL 21, STD. A20A 14 R C.E. N0, 33950 ♦ W Z " 33 V, _ a♦ � a PREFl, D 15 CONSTRUCT PIPE OVERSIOE DRAIN PER CALTRANS STC. D67A (TYPE 1) Exp 5-300-9-9 8 t, Ex❑ i • .. 08 16 RACE LIGHT CLASS RIP -RAP SLOPE PROTECTION ON FULL HEIGHT OF SLOPE OR AS DIRECTED BY THE ENGINEER (D-24-) 23 CONSTRUC'A.C. OVERSIDE DRAIN PER CALTRANS STD. D87B Fn F� — RECONSTRUCT Ex D/W WITH A C _A 4,-_ V1 ^e G CONSTQUGT 4"A 6 PAVING OVER NATIVE N 447F — ♦ /NSMZ,- GL�U.VEg7D25 �`e CAGrt?�iVS A73G t UNDERGROUND SERVICE ALERT FOR TRAFFIC CLEARANCE , i CONSTRUCTION NOTES:' ■ •■vim ■ ■ • ■ w w v I 'aI v i SEE . SHEET NO. 13 i - fa— CONSTRUCT 3' A C PAVING OVER 6' CLASS 2 A,8 �3-- SEAL COUNTY SEAL APPROVED BY CONSTRUCT 6 A C DIKE (MODIFIED PER DETAIL SHEET I ) I ♦ s-. (4 r INSTALS METAL BEAM GUARDRAIL PER CALTRANS STD A77A THROLK3H A77K, li*T^A. N NrM T*V- F r ♦ , ♦ ALBERT A. , _ : PµpF GRADED SHOULDER (WIDTH PER PLAN) . : , 8� RE -GRADE EX Dw H 4 Df�i FOR TRANSPORTATION E PT R IDE COUNTY. CA- 9�— INSTAL_ STANDARD SIZE SIGN AS INDICATED ON NEW 4"x4" WOOD POST W/ANCHOR BLOCKS 10 ADJUST TO GRACE E ti G I N E E RS 12 PAINT DOLE YEL,_OW STIPE PER CALTRANS DETAIL 21, STD. A20A 14 R C.E. N0, 33950 W Z " 33 V, _ a♦ � a PREFl, D 15 CONSTRUCT PIPE OVERSIOE DRAIN PER CALTRANS STC. D67A (TYPE 1) Exp 5-300-9-9 8 t, Ex❑ i • .. 08 16 RACE LIGHT CLASS RIP -RAP SLOPE PROTECTION ON FULL HEIGHT OF SLOPE OR AS DIRECTED BY THE ENGINEER (D-24-) 23 CONSTRUC'A.C. OVERSIDE DRAIN PER CALTRANS STD. D87B Fn F� — RECONSTRUCT Ex D/W WITH A C _A 4,-_ V1 ^e G CONSTQUGT 4"A 6 PAVING OVER NATIVE N 447F — ♦ /NSMZ,- GL�U.VEg7D25 �`e CAGrt?�iVS A73G t UNDERGROUND SERVICE ALERT FOR TRAFFIC CLEARANCE , : , -7/z4� i CONSTRUCTION NOTES:' ■ •■vim ■ ■ • ■ w w v I 'aI v } SEE . SHEET NO. 13 i - fa— CONSTRUCT 3' A C PAVING OVER 6' CLASS 2 A,8 �3-- SEAL COUNTY SEAL APPROVED BY CONSTRUCT 6 A C DIKE (MODIFIED PER DETAIL SHEET I ) I ♦ s-. (4 r INSTALS METAL BEAM GUARDRAIL PER CALTRANS STD A77A THROLK3H A77K, li*T^A. N NrM T*V- F r ♦ , ♦ ALBERT A. , _ : PµpF GRADED SHOULDER (WIDTH PER PLAN) . : , 8� RE -GRADE EX Dw H 4 Df�i FOR TRANSPORTATION E PT _ _ -• - _ f - , =4 + ♦ ♦ 2 + _ a - I - - : j r♦+ :. . . . . .. . . ♦ ♦ r - - - - 7_1 + t ♦ , + - - - - Ytj I ♦ + ♦ A + + + + * j : - - _- - - : 2 4 _i7 cr + + - - -- + - - - - 2 _ S , I y I 7I I I I i r ♦ 1 ♦ { , _ ♦ ♦ ♦ r ♦ I I , f I♦< I I : i I # j: t I i } t} I i I' j ui + f I t p. :0 f ♦ f 36 37 38 39 40 41 42 43 44 THE PPNATE ENGINEEP SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCUPAC� AND ACCEPTABILITY OF THE DESIGN HEREON IN '"E EvENT OF DISCREPANCIES ARISING AFTER COUNTY APPPOVA, OP DUPING 1.ONSTPUCTION THE PRIVATE ENGINEER ,HALL BE RE cFnNSIBLE FOR=IETERVINING AN AC('EPTABLE ,CILI_'T�r �N ANF RE`v'SINC. THF F`LANS "OP APPROVAL BY THE ( Oi INT. r RECOMMENDED FOR APPROVAL CA PY MAPI, APPR I DATE ENGINEER REVISIONS �OUNTY CHECKED. E %t I' aY "RAwN HY CHECKED PY I DATE. P 24" GIP AN 6 FLUSH. A WT FLARED ENL SEC' y� /P INLET PER CALTRANS _ > STD. D94A 11 1 ✓ (N= 9 i 0\ �tiSKQfi Gd1�i9/Nr96E Eq Y16VT 1.vsrfZ44,5vr /fro 0 t CONSTRUCTION NOTES:' ■ •■vim ■ ■ • ■ w w v I 'aI v SEE . SHEET NO. 13 1840 R#A fa— CONSTRUCT 3' A C PAVING OVER 6' CLASS 2 A,8 �3-- SEAL COUNTY SEAL APPROVED BY CONSTRUCT 6 A C DIKE (MODIFIED PER DETAIL SHEET I ) I ESS (4 r INSTALS METAL BEAM GUARDRAIL PER CALTRANS STD A77A THROLK3H A77K, li*T^A. N NrM T*V- F 600sewRI(. ALBERT A. 5 EXISTING - PROTECT IN PLACE CeUMEI TUatLS P15f Co9l,70*w,4 +_ STV. PLAN A73C. PµpF GRADED SHOULDER (WIDTH PER PLAN) gam} - - 8� RE -GRADE EX Dw H 4 Df�i FOR TRANSPORTATION E PT R IDE COUNTY. CA- 9�— INSTAL_ STANDARD SIZE SIGN AS INDICATED ON NEW 4"x4" WOOD POST W/ANCHOR BLOCKS 10 ADJUST TO GRACE E ti G I N E E RS 12 PAINT DOLE YEL,_OW STIPE PER CALTRANS DETAIL 21, STD. A20A 14 R C.E. N0, 33950 W Z " 33 V, _ a♦ � a PREFl, D 15 CONSTRUCT PIPE OVERSIOE DRAIN PER CALTRANS STC. D67A (TYPE 1) Exp 5-300-9-9 8 t, Ex❑ i • .. 08 16 RACE LIGHT CLASS RIP -RAP SLOPE PROTECTION ON FULL HEIGHT OF SLOPE OR AS DIRECTED BY THE ENGINEER (D-24-) 23 CONSTRUC'A.C. OVERSIDE DRAIN PER CALTRANS STD. D87B Fn F� — RECONSTRUCT Ex D/W WITH A C _A 4,-_ V1 ^e G CONSTQUGT 4"A 6 PAVING OVER NATIVE N 447F — /NSMZ,- GL�U.VEg7D25 �`e CAGrt?�iVS A73G UNDERGROUND SERVICE ALERT FOR TRAFFIC CLEARANCE CALL: TOLL FREE, -7/z4� MIKE GHAHRAMA I R.C.E 45720 DATE r 1.800 227.2600 -- ,.o.a , wrsKmwymore ' 44 +e 7/78/97 RECOlomENDED BY n TA F ' THE PPNATE ENGINEEP SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCUPAC� AND ACCEPTABILITY OF THE DESIGN HEREON IN '"E EvENT OF DISCREPANCIES ARISING AFTER COUNTY APPPOVA, OP DUPING 1.ONSTPUCTION THE PRIVATE ENGINEER ,HALL BE RE cFnNSIBLE FOR=IETERVINING AN AC('EPTABLE ,CILI_'T�r �N ANF RE`v'SINC. THF F`LANS "OP APPROVAL BY THE ( Oi INT. r RECOMMENDED FOR APPROVAL CA PY MAPI, APPR I DATE ENGINEER REVISIONS �OUNTY CHECKED. E %t I' aY "RAwN HY CHECKED PY I DATE. P 24" GIP AN 6 FLUSH. A WT FLARED ENL SEC' y� /P INLET PER CALTRANS _ > STD. D94A 11 1 ✓ (N= 9 i 0\ �tiSKQfi Gd1�i9/Nr96E Eq Y16VT 1.vsrfZ44,5vr /fro 0 t COUNTY OF RIVERSIDE STREET IMPROVEMENT PLANS MS 3696 MULTIV LW DRIVE 909-SS(R) LAKEMONT CT ■ •■vim ■ ■ • ■ w w v I 'aI v SEE . SHEET NO. 13 1840 R#A , SEAL COUNTY SEAL APPROVED BY DATE: W ESS E SSTp KHALED A. oTHMA ,_Ly � _ ALBERT A. WEBB ASSOCIATES Pppf PµpF '�� gam} - - H 4 Df�i FOR TRANSPORTATION E PT R IDE COUNTY. CA- CIVIL E ti G I N E E RS R C.E. N0, 33950 W Z " 33 V, _ a♦ � a PREFl, D Exp 5-300-9-9 8 t, Ex❑ i • .. 08 %/1 /'J-----�---- Fn F� _A 4,-_ V1 ^e G N 447F — COUNTY OF RIVERSIDE STREET IMPROVEMENT PLANS MS 3696 MULTIV LW DRIVE 909-SS(R) 1000 1 t . 1840 W , y W { 1820 • Uu I gam} - - X800 i COUNTY OF RIVERSIDE STREET IMPROVEMENT PLANS MS 3696 MULTIV LW DRIVE 909-SS(R) . . - . - - : - - : - - - - _ - : t - _ : i - _ _ Y : - T - - �- - - - : } _ _ _ _ tI - - : _ i . - + : r _ - . . - r_ - - - e _ t - - - - - - _ _ { k _ - - _ __ _ r - + _ __ _ ' ' T • + +-_ _ +.. ♦ _ _ _ r ♦ _ r - - __ f _ _ + - ♦ w n + a T - a n . _ a a t + - - - + + - - - - - - a a + - r affla :- , + - - _ - - - - - - - - _ _i _ - - - Y - #__7 - + +- i s - - _ - - - Y ♦ _ -+- '_ + -_ -_ + _ +_ - -_ - - - ♦ +- 4 1 }- i : I .* : . - i f - - - _ _ a . _ _ - -. - ♦ _ __ _ _ _ _ _ _ . _ _ _ -- -. 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VERT. ,' 45 46 47 48 . 49 50 51 52 53 54 -7 - - � {- - -" � --- �l = ._� ' _ G __ t� _sem - 'r� o 3&' - _ -t - - - -__.L-_A,_ - UNDERGROUND SERVICE ALERT FOR TRAFFIC CLEARANCE / CALL- TOLL FREE ,_-3,;�,-, . j f 1.800 MIKE GHAHRAMANI, R.0 E 4 227.2600 1-_ REC ENDED B� -HE: PRrvATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FON ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON N THE EVENT OF DISCREPANCIES ARISING AFTER COJN^ APPp_)':Al DR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHAT Eli PESO:%NSIBLE FOR DETERMINING AN ACCEPTABLE SLI_•_TICN ANC RF 'SING -HE PLAN'S FOR APPRO'.AL B`' THE I N CONSTRUCTION NOTES: / ' 3- CQrSTgICT 6• A.0 DIKE (MWFIED PER DETAIL SKEET I ) 4 INSTALL METAL BEAN GIMFCRAIL PER CALTAANS STD. A77A THROUGH A77K, IWfp'rA{_l WHM TYft FMULTIVI 5 (� EXISTING - PFgTECT IN PLACE 6u 1L- PeukleRTD25 EEP_ CA[- K"6' 610. RE-GRA6 GRADED S►EX.OER WIDTH PER PLAN) P! �N R�3G � � e RE -GRADE Ex, o/W 9id � INSTALL STANDARD SIZE SIGH AS INDICATED ON NEW 4-x4- WOOD POST II/ANCHOR BLOCKS , q iC ADJUST TO (;RADE DAT,,/�� /R� 12 PAINT DOLE YELLOW STRIPE PER CALTWIA6 DETAIL 21, STD A20A ]5 CONSTRUCT PIPf ON/ERSDJE DRAIN PER CALTTiAN6 STD 087A (TYPE 1) 16 PLACE LIGHT CLASS RIP -RAP SLOPE PROTECTION ON FULL HEIGHT OF SLOPE OR AS DIRECTED BY THE ENGINEER (0=241 �7 '2 ; 9_ �7 ]8 CONSTRUCT ORAINAGE SHALE PER DETAIL HEREON DO TA E � INSTALL W 36'CSP 7 RELOCATE BEHIND PROPOSED IMPROVEMENTS O C_a"; p�cr ¢"QC ,-AI//A/G gr�F,Q 4147-1,�X_-- RECOMMENDED FOR SEAL COUNTY SEAL APPROVAL q, Q{t0i E SSt gRoF E SSl ° O,4 j) A. A. 0;,,e * a Hlt6f � ,- 1 a' t�, + o t U W W N O- n N0 33950 L a NO C44762 A DLTF ' E" MARK APPR. DATE EYP 6-30-98 ExP 3-3'-98 EN , NEEP K ISI;_;NS COUNTY CHECKED ;. v« .9 cIv L ,p �� ,N " =PAAN -'- CHECKEC R� DATE. Fa �LFO F x 7A F0� C/L CONST. 06'16 46 000 1 -.'n _ J V V V Lid 83 T=2?-Z� �.- //'/0JGE 'A_- 1A167.e 7ZI47EVT ,4/O .PEz'b,POE,O D/1/ . D - D'�� _. C�NST. , I .�= 50 '05 50 v a=215.00 >nI , =407 nn x , XIS_. 36csp EA716�', C-�USH EXTEND 25 6 InLET ' -DNS- FLARED Eno SEC1 M y7xw11'p_z%p PEP CALTPANS STD NAA'w %- \ 1V Dfd�l/N,�1Gf S!y/,�CE �9/N96E E,9.56_V,-VT �`� , n.,q� rj ` n NTS.- t/O _ 0 APPROVED DATE: -, z 4 , KHALED A OTH��� - / ( FOR TRANSPORTATIO EPT, RN489DE COUNTY, CA. R C.E. N0, 33950 EXP. DATE 6-30-98 PRL=PAiCED ,y J , jpATE..- zc • q 'Vf.-4476: ECO,POE� fit/ ALBERT_ A. WEBB ASSOCIATES CIVIL F GItiEERS '�-1 M_ it c^ _Rcl:_i- -A gC5,__,F Z�:- a;y, hqz-,- �'--1 4.. _. % -_•p,k�r=k. F .!E' 'p ,F _ q .,A. M N.JME% 4 MA H.A'^ DP MARhE-. -, R.c--.P -X" -IAT• �'• - E 9EN' — MAPF c c -'c:+91 1'�i- AC:• 1��'�.. le i . _� 1-, -� COUNTY OF RIVERSIDE SHEET STREET IMPROVEMENT PLANS 6 MS 3696 - MULTIVIEW DRIVE �c A - - ` _ - .- i •_ - 7 _ — 909 -SS (R) _ _ _ - a _ _ - _ _ - t ,I} . - }f - - : t I _ _ + * t L . ♦ F s : - : - - = - - - - - - I - _ ; : . . ♦ . . : + T + - - - - - - - : ♦ ♦ t - :_ I I- I - + ♦ ♦ • ♦ ♦ :. + y 4 - - - - -1. - _ s : i z t : _ ,_ ; T 11 Y i i 2 t S I - . I i ; : ; i I ♦ : I r I . , : _ r S T _ • - _ - - - : : }} ! I + r I S i I w- I -; - I - 2 _ - - - - : - - - : - - - ♦ : _ _ _ ♦ - } . - - - _ _ - $ - _ + - - : s I i z s z . # _ ` ♦ + I r t # + r . . . , 3 - - - — - - _ + + - - ♦ . . _ . . . . . . . . . . . ♦ . + L I : ♦ : : I. I 2 4 _._. _}. ~ ♦ - - ; _ _ T -� _ .:fix- - - - _ _ _ - __ 1-- - _--. _ _- - _--- -- _ -+-_- —~- z . . - - A I + i- - ' .' . - .. ♦ : : - : ♦ + + - - -* - - « : -+�rtT + t - _ : : _ . - - . . . : _ ---- �- _ - - _ - - .. 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VERT I•=8' CONSTRUCTION NOTES: O C/L CONST . CCNSTRUC 3 a E PAVING pvER 6 CLASS 2 A-8. O Q 0= 12 •56 22., -ONSTRLICT 6 A - C:KE (MODIFIED PER DETAIL SHEET I ) `V L = 00. 50 a - :rte ems_ METAS BEAN 5LAF�FAIL PER CALTRANS ST() A77A TFflpUGr A "6 IN- T, LA)4( NPE F GU14�2 ASL I TSB. QA F ERIE':NC PI�OTEi_T :n PLACE G�EUNE�4-M25 FL2 � CN[,TTtAus yTD GLA-�1 A?3G ,�R. x2 - __ _ � •! ti ' \ _ G1P.Q,I(fibE !: , 9 ,� AL ANGOR( ;.iE IuN AS INDICATEC ON NEW 4 K4 MOOC w w aNl +CP BL OO 5 < �� Y kE4:q,o� AV 0 E � - oLAd _IG, _ ASSP:'-� P SLOPE PRC " ON JN FJLL THEIG--' 1 x � JP AC -IREC-FE 3r HE ENGINED- C' 4 r�N- „J �. ' �� � `. C � gECDr6TRUC' Ex C w w:' a.0 C,3 J , 't ----17 Ir Tr�L NE* ae SP V ��\/ > , � j� '1 \�� 4 - 1 �{t C�N�1� . I �P•, i ' 31 IN'5TAU. DEUNEATDIZ5 PER CALT"W-7 STD A73G C -A` I �I �j T T I Lot ST,P'✓C? 4 ", f'9!%i1/� O!/�P N4Ti!/E a, •, -.a. . _` - mss_ � �* 0 5 p - - � 4 R- 00 01' 1 g. (� 2 : t L 9 la . ' T=d Mf► Eo ISL y#C1L N__ r'A- I�` Sok.e �tB 8-245. - L='t8? 94' UNDERGROUND SERVICE ALERT FOR TRAFFIC 'CLEARANCE CALL; TOLL FREE �/z �/� 1.800 MIKE GHAHR MAN . R C E 45720 DATE 227.2600 ,_,_e -_ 7 !Z F/9 7 TVIp •pApIG W'fS KFOIIE YOU DIG REC MENDEC B'I DTE 1 _. �_r, - �-" _E °gi,ATE ENGINEER SIGNING THESE PLANS IS RESPONS BL F ASS-jP NG -HE ACCURACr AND 4CCEP7ABIUTY OF THE DES :•N E-'- 3N N THE E,/ENT OF DISCREPANCIES ARISING AFTER _LsUN-1 AFGR'I,AL OR DiRING CONSTRUCTION, 'HE PRIVATE ENGINEIP AL BE RESP NS,BLE P ",,ElERMINiNG AN ACCEPTABLE ' ;'N 4NC RE S N.`_ E °LAN na APPROVAL 8' TH= VNT' -4 .-_ � I Rik ..j� : + \y t 4 \ I I � ­ - �11 lll� \ - -- -_ 4 — - - - , ENGINEER - - _,NE °` MULTIVIEW v I RIV , - - - _r____ fir. /,!f v `` '& 0 3 4al/ld Q ,Z -yam. - 4b ,F Z � ConaT C ON CV L' a w -_ \ --> - /� �9tflPF - ' ' f U- a (VAX.) : � p v TZ { r;U+- Qto e' Yf t ^ 2 x `,- \ I 11 . , - tLI ``+ �f / r(^�S i !rl �w ,e . rss;, 4Zq WF E4si5w-417- 1 1A1_47.�UA-&WT A/O AKLI� QV J RECOMMENDED FOR SEAL COUNT-- SEAL APPROVED 6Y DATE: e_ g � COUNTY OF RIVERSIDE SKEET MHALEO A. OTHMAN ALBERT A. WEBB ASSOCIATES APPRovAL6011 ESS. STREET IMPROVEMENT PLANS 7 990 Ess, , aye` ±! -f y _Zz— - - o,�ry °i�� o CoR TRANSPORTATION eEPT RI of COUNTY, CA- CI`'IL ENC,INEERS Y �D p OT , �Z. �. P ~ `GFS f - - - - _ t � o v s E NO 33950 EXP DATE b -3G-98 aG M �'�. G Q -- c -` MS 3696 W _ - a � RI_ ..7E r PREP ED Y, TE `J,4 F MULTIVIEW DRIVE z i Ir NC's 33950 _ _ APPR DATE Ezc F- 30-98 EY° 7 98 �.+ / + - s'• �I -- - :F - N,44p� E -E, 'F'r08 -Dr rF A •d 'l �I'-♦`- _A u ^ _, PP -0' -IONS COUNTY' CHUi^ E:_ . . � - - _ v AK MA''at,h 3` MAR- :EG -•E � c - r - EXP AT - ti �`n�-4FM �4 ♦-- H �� V. 0 nRAwn o'"HECKEC B' DATE �� ` ti --da - - D L �� - +. �F� 90 9 -SS (R) OFILE SCALE: Z '_=+Q VERT I-=8• ash a ®' € i , I _ r sAcs a t . >GRAW AT CENST. f_IE1950 .190 � � > lee � �� > id a g 19 L " w f Q! al du ul T ads 's10 - uj lot 14 igMiBl6 : EXISTING AT tiN ST:; CVL_ C . 450 i : . - i ; : I i I _ : : • : - : : i I 2 - : _ i 0 1 2 3 4 5 6 7 19AC CIET _ -. EX. VALVE 0*00.00 C/L CONST. ELOERIDCA 40 0 1 A.C. OVERLAY (MIN FEATHER TO MATCH EXI' UNDERGROUND SERVICE ALERT FOR TRAFFIC CLEARANCE CALL TOLL FREE 1.804 MIKE GHAHRAMA R C.E. 45720 DATE 227.2600 RECOMMENDED BY: DATE -❑ t"E ENGINEER StGWNC. T,EIE -ANS IS RESPONSIBLE -E 4i; - CA;', ANF a F r ARIL TTY OF THE DESIGN ' F rN•AP-INC, AFTER COUNT ,ATE ENGINEER DATE Rv 141APk. �c 4 ,, A, a THE EN(_;INEEq EX. IS- C ELDERIDGE DRIVE ANON -COUNTY MAINTAINED ROAD =1 rtt• 8 'M4 r . ` A ,01Vf3B 1- CUCIny.. ISTING GRG3 ND AT MN�T. CIE i 9 M tiLh_ % •P 41 �` 'q �,J�ry r � 10 i 19#0 G7 1920 Q STA 8+50.00 •TO STA 10+20.00) RECOMMENDED FOR SEAL COUNTY SEAL APPRP/EDDATE: ALBERT A. 1►EBB ASSOCIATES - APPROVALrly PROFESS/ p,PROFESsia. 0 ,, �° a Micaf'IFOR SPIDRT 10 DEPT. RIVERSIDE COUNTY, CA. CIVIL ENGINEERS r 4cy L� ti o Z Z R.C.E. NO. 33950 EXP. DATE 6-30-98 a C y y v cr NO 33950 a No c44762 a -ZO • �. --- EXP 3-31-9e " APPR- DATE EXP 6-30-98 :: _ COUNTY CHECKED F R \ 4 A M- N. Mr `RF�i'CIV1- -_-- S"ALE 4L'_Ev 16C a OF �` tA�JF ar t,.,_AK� M4THEWSFktG RAF, F DRAWN P� NE,_kEF) R� DATE. - 44?6L EvMARSP 33_ - - - - A(;p 491 - ,LF COUNTY OF RIVERSIDE SHEET STREET MOPROVE 194T PLANS MS 3696 ELDERIDGE DRIVE - A 9 OF X - 3WG Ni_ 4n Q_Cc [RI R 50. 0 rn 0 =98.3 + 0 4 T=49. O t J , 0 • �-' 0 ni w 40' NAW+Irti ':' 1950 �► 31 , 4 CD Lu 4 N zU) _ C/L CON x 8 0= 34 •29 19" * 1.5: OPE C/L CO= R=250. 00 m (MAX w - W L=150.48 4, •3. 7 U(n Q8A CONSTRUCT16W - MOTES: Q DIRT RIVE 0__ CONSTRLCT 4" AL. PAVING OVER 4" NATIVE TCONSTRLCT 6" A -C. DIKE ( MODIFIED PER DETAIL SFfET 1) �. (4 }— INSTALL METAL BEAM GUARDRAIL PEP CALTRANS STD. A77A THROUCfi A77KJ IW,14L- WRIT✓ TYPE F C -LII R -IL, PeUMERTqt,, 5�-- EXISTING - PROTECT IN PLACE Mlle CgGT112)4*15 6v p"Q �?3G GRADED SHOULDER (WIDTH PER PLAN) RE -GRADE Ex. D/W 9[� INSTALL STANDARD SIZE SIGN AS INDICATED ON NEW 4'x4- MOOD POST WANCHOR BLOCKS 11 ,4,012 -STOP�i �T�� .io^ PAVEMENT MARKING AS SHOWN PEP CALTRANS STC A240 �'"'^�%;4 /C �y �� 4•TP4�,T^Q 13 4"ZY12 WHITE LIMIT LINE STRIPE 'N��MO,�L�ST/C 8✓ �ti'T�A� roQ 14 4 A;l PA41EAN AMtl PAIN;4F61:0111 IcF nodi; anTPE AT IYTC�CL!'T 7(Y.J oCo !'A 7�A►Jc CY'ATl 1 CTP A'�'JA 15 CONSTRLICT A.C. OVERSIDE DRAIN PER CALTRANS STD D87A 'TvPE 1) 16 PLACE LIGHT CLASS RIP -AAP SLOPE PROTECTION ON FULL_ HEIGHT OF SLOPE OR AS DIRECTEC' BY THE ENGINEER ;D=241 31 INSTALL DELINEATORS PEA CALTRANS STD A73C CASE I �J OG LqY EX/5T Ogi lE�/T /r�/TN p- /D ',9 C. "Wk'1AIS STA 8+50.00 •TO STA 10+20.00) RECOMMENDED FOR SEAL COUNTY SEAL APPRP/EDDATE: ALBERT A. 1►EBB ASSOCIATES - APPROVALrly PROFESS/ p,PROFESsia. 0 ,, �° a Micaf'IFOR SPIDRT 10 DEPT. RIVERSIDE COUNTY, CA. CIVIL ENGINEERS r 4cy L� ti o Z Z R.C.E. NO. 33950 EXP. DATE 6-30-98 a C y y v cr NO 33950 a No c44762 a -ZO • �. --- EXP 3-31-9e " APPR- DATE EXP 6-30-98 :: _ COUNTY CHECKED F R \ 4 A M- N. Mr `RF�i'CIV1- -_-- S"ALE 4L'_Ev 16C a OF �` tA�JF ar t,.,_AK� M4THEWSFktG RAF, F DRAWN P� NE,_kEF) R� DATE. - 44?6L EvMARSP 33_ - - - - A(;p 491 - ,LF COUNTY OF RIVERSIDE SHEET STREET MOPROVE 194T PLANS MS 3696 ELDERIDGE DRIVE - A 9 OF X - 3WG Ni_ 4n Q_Cc [RI O 0 o 1910 �o Q ria v.L, � J - P.I. - mobo tAi H + _ U _ 1890 = IB PROFILE SCALE 11 - 4477.75 1990 U M w Lo • •i N t MNVAMYP:w° Yp sse ~: � i. ii i• �i : - 4477.75 1990 1970 _ PRCF05E0 GFIAEIE kT -C0*5T. C/L 1 I - I 1 1 � . i • - Z t 12 13 14 15 0 1 2 3 STRAW ROAD SEE SHEET NO. 40 9 Sf AME. SA6,N w 5 X FENCE _ ' r L CONST RELOCATE EX FENCE (Zl r v 2 1 SLOPE p Y A,- ��- �R 000900 ] . , MAXI 0 -6 .87 a.1 A.C. OVERLAY IN.)® l =]4.3] 5 Ex. P.P. 6 DONw GUY �} - T -G . 4 7 ' tlf40-), THER TO MATCki EXIST I T = 7. 15 R W OPE 6 _ _ .00 C/L CONST.' LN. - EXIST A.C. 0+12.00 C/L CONST. STFAAw FC _ PAVEMENT CONSTRUCTION C/I CtL T. MONUMENTED C,'L 6 3 e- 22'W ' 1-7 Fl- 17S:A0' -69.15' Q T • r -►i va &ncgw#m ELDERIDGE DRIVE NON—COUNTY MAINTAINED ROAD vT� 10+20.00 TO STA 14+60.27 ALcr L ea BY ,elk'40. Co- 7WA15 . G*159'T ^,R 'RAF �iC EL 000 UNDERGROUND SERVICE ALERT � U M w Lo • •i N MNVAMYP:w° Yp sse 44 � i. ii i• �i 1970 _ PRCF05E0 GFIAEIE kT -C0*5T. C/L 1 I - I 1 1 � . i • - Z t 12 13 14 15 0 1 2 3 STRAW ROAD SEE SHEET NO. 40 9 Sf AME. SA6,N w 5 X FENCE _ ' r L CONST RELOCATE EX FENCE (Zl r v 2 1 SLOPE p Y A,- ��- �R 000900 ] . , MAXI 0 -6 .87 a.1 A.C. OVERLAY IN.)® l =]4.3] 5 Ex. P.P. 6 DONw GUY �} - T -G . 4 7 ' tlf40-), THER TO MATCki EXIST I T = 7. 15 R W OPE 6 _ _ .00 C/L CONST.' LN. - EXIST A.C. 0+12.00 C/L CONST. STFAAw FC _ PAVEMENT CONSTRUCTION C/I CtL T. MONUMENTED C,'L 6 3 e- 22'W ' 1-7 Fl- 17S:A0' -69.15' Q T • r -►i va &ncgw#m ELDERIDGE DRIVE NON—COUNTY MAINTAINED ROAD vT� 10+20.00 TO STA 14+60.27 ALcr L ea BY ,elk'40. Co- 7WA15 . G*159'T ^,R 'RAF �iC EL 000 UNDERGROUND SERVICE ALERT � ++ 0 CONSTRUCTION NOTES: 2 CONSTRUCT 4- A.C. PAVING OVER NATIVE 3 CONSTRUCT 6- A.C. DIKE PER AIV. CO. STD. 212 (MODIFIED PER DETAIL HEREON) INSTALL NEIAL BEAM W49MIL PER CALTRANS STD. A77A THROUGH A77K, 1961 J- y4Ht76- 1MPry F 55 EXISTING - PROTECT IN PLACE &JW_vKWL. DEuA1E14T7)e6 FSR 6---- GRA(IED 910LJLDER (WIDTH PER PLAN) GAr�RXFAI�i `� FLRN A -73G- 77 FE -LOCATE BEHIND PROPOSED IWROVEWNTS 88 RE -GUM 6 RECONSTRUCT D/W TO MATCH CONSTRUCTION 9o- INSTALL STANDARD SIZE SIGN AS INDICATED ON NEW 4"x4" MOOD POST N/ANCHOR BLOCKS 20 CONSTRUCT 3 0 PAVING OVER 8"' CLASS 2 AB. C7('iE,+e1_RY et'/b7- Fwi6,6#6vr 071 -Al D /D ,4GW/,/6 vd4QK2 SECT/ON 1.5:1 SLOPE' (MAX d BURRO LANE NmImro F Ptm�% rA4 o�a DEX . FENCE -�Ex. UTIL. BOx 5 DONw Jy DIRT DRIVE B CALL. TOQLL FREE 1-00 MIKE SHAH4',-20 DATE .r it 227.2600 - • N .Owwe DAYS KFOW •a do 97 V E;_- OwtMENDEE D RECOMMENDED FOR SEAL COUNTY SEAL APPR ED BY DATE: -� 'Z rfz- COMITY OF RIVERSIDE SHEET APPROVAL ,J _ ALBERT A. WEBB ASSOCIATES -----+- -�---- QROF E SSi Pam E S S/p,,. 0r°YV*< FOFt Tg/WSPORTA )ft EPT RIVERSIDE COUNTY. CA CIVIL ENGINEERS STREET 111111iPROVEMENT PLANS MS r-1� A �ti R P(1 — N p Z .... — — - ,S!^� ^ R' - E EN N N N N_ T ES NE �6E_. m w r Pr?EPA o p 95Y , Ar 6 30 _ �F - - ELDERIDGE DRIVE Y Z _ a t r — • - NO ' 3950 NO u 6: EXP _, A F El/ %C - M F ^ F T . T - u, T a 4k.: ..'v. L" A — DF Q - r 4+FC- - : ti aN 4p Swe A�TEe �_ _ - - - PP E ExP 6 J30 -9e EYP -_ -9e- +l , BURRO LANE »l tiE - —__~. .Ff;,. .. - - ----- A R. DAT ,i Civ , i .� '"- -_J ---- ---.— - _„^_ C -G. ',iF rjF 1" h U R ,n� ,J� i.' ENGINE : v' r ( - ' F. jT:. _ y t_ TA E- F N ti Nti ti CHECKED ,>,� ,rF Y F�a� - w R E » - - � ..� aC EPTABI • ^v "v E COUNTY - F w = " R .'iS ONS COU _ E , ti�� � "^c 9 J e'v —v - .. .^.iC [. �.Al B'` - F iiA��.i_ l•�. _ -,FSI M ' :•. + �G ^�cwn Q HECkED E` _SATE - - Al-- as r,� : �. - ;- _ 9/w) c?., c co ( R ) U M w Lo Ln N ++ 0 CONSTRUCTION NOTES: 2 CONSTRUCT 4- A.C. PAVING OVER NATIVE 3 CONSTRUCT 6- A.C. DIKE PER AIV. CO. STD. 212 (MODIFIED PER DETAIL HEREON) INSTALL NEIAL BEAM W49MIL PER CALTRANS STD. A77A THROUGH A77K, 1961 J- y4Ht76- 1MPry F 55 EXISTING - PROTECT IN PLACE &JW_vKWL. DEuA1E14T7)e6 FSR 6---- GRA(IED 910LJLDER (WIDTH PER PLAN) GAr�RXFAI�i `� FLRN A -73G- 77 FE -LOCATE BEHIND PROPOSED IWROVEWNTS 88 RE -GUM 6 RECONSTRUCT D/W TO MATCH CONSTRUCTION 9o- INSTALL STANDARD SIZE SIGN AS INDICATED ON NEW 4"x4" MOOD POST N/ANCHOR BLOCKS 20 CONSTRUCT 3 0 PAVING OVER 8"' CLASS 2 AB. C7('iE,+e1_RY et'/b7- Fwi6,6#6vr 071 -Al D /D ,4GW/,/6 vd4QK2 SECT/ON 1.5:1 SLOPE' (MAX d BURRO LANE NmImro F Ptm�% rA4 o�a DEX . FENCE -�Ex. UTIL. BOx 5 DONw Jy DIRT DRIVE B CALL. TOQLL FREE 1-00 MIKE SHAH4',-20 DATE .r it 227.2600 - • N .Owwe DAYS KFOW •a do 97 V E;_- OwtMENDEE D RECOMMENDED FOR SEAL COUNTY SEAL APPR ED BY DATE: -� 'Z rfz- COMITY OF RIVERSIDE SHEET APPROVAL ,J _ ALBERT A. WEBB ASSOCIATES -----+- -�---- QROF E SSi Pam E S S/p,,. 0r°YV*< FOFt Tg/WSPORTA )ft EPT RIVERSIDE COUNTY. CA CIVIL ENGINEERS STREET 111111iPROVEMENT PLANS MS r-1� A �ti R P(1 — N p Z .... — — - ,S!^� ^ R' - E EN N N N N_ T ES NE �6E_. m w r Pr?EPA o p 95Y , Ar 6 30 _ �F - - ELDERIDGE DRIVE Y Z _ a t r — • - NO ' 3950 NO u 6: EXP _, A F El/ %C - M F ^ F T . T - u, T a 4k.: ..'v. L" A — DF Q - r 4+FC- - : ti aN 4p Swe A�TEe �_ _ - - - PP E ExP 6 J30 -9e EYP -_ -9e- +l , BURRO LANE »l tiE - —__~. .Ff;,. .. - - ----- A R. DAT ,i Civ , i .� '"- -_J ---- ---.— - _„^_ C -G. ',iF rjF 1" h U R ,n� ,J� i.' ENGINE : v' r ( - ' F. jT:. _ y t_ TA E- F N ti Nti ti CHECKED ,>,� ,rF Y F�a� - w R E » - - � ..� aC EPTABI • ^v "v E COUNTY - F w = " R .'iS ONS COU _ E , ti�� � "^c 9 J e'v —v - .. .^.iC [. �.Al B'` - F iiA��.i_ l•�. _ -,FSI M ' :•. + �G ^�cwn Q HECkED E` _SATE - - Al-- as r,� : �. - ;- _ 9/w) c?., c co ( R )