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930tt_spp■ 1 T SHALL BE T}� OF 77-E DEVELOREFt7GWAER CONTRACTOR TO APPLY TO TIE ,IVERSILE CL NT TP.zNSrAUg7ATION LEPARTAENT PET-offf SECTI5S4 FOR AN EA;C390A0NT PERMIT G3 ALL PGk K fc �` wrTHIN PLx3LIC pj T -OF -RAY, DEDICATED AND ACU9:70 FAR Pb8LIC SE: Ar4J TO 8E , S:k�531LITY FOR SATISFACTORY CCAFLL04E FOR ALL CLAVENT ENVIF&`JlENTAL ^LATIONS D&7:, TT3 TjE LIFE OF CONSTRLCTICN ACTIVITIES FOR THIS PRMECT, ADDITIONAL _'1LLIES AACIOR �Er-NIITS AMY &" PEOUIRED. 2. ;''?-6 CONTRACTOR 'MALL LE A7ESaoLtsm-f E FOR TrE CLEARING of Tw PmvsED NA ( AREA. AAD FELO'CaTION COSTS OF Al-,., EXISTING UTILIrX3l_PEAMZTTFE MUST BFORM COUVTY OF CONSTRUCTION 30-EDLLE AT LE -.)T 46 PaM PRIOR TO BEGIIRLIZ OF C(NJSTTRirTION. pilgE. (909) 955 6"790 FOR PLOT PLAN :. 77E DEVELOPER r;IjL IrVSTALL STREET HAW SIS46 CONFOWLNG TO C07�lTY STANl7ARO NXI. 816. 4. ALL WaRK ,MALL C'L#SFOf ' 70 REGYIIRETENTS OF THE RIVERSIDE COUNTY r"RANSPORTATIAN DEPARTMENT .rn ?OVO4ENT STAZARac; A,'XJ SPECIFICATIONS LATEST EDITION, CoUvTY M.WAACE NO. 461 AND SLESEP'(W)ENT AAU NTS. 5. 4 S7tAi1 BE 71� RESPCfv6IBRITY OF 77-E DEVELOPER TO NOTIFY TME ETGIIEER TO DVSTALL STREET CElVTERLDE MOM -i NTS ;;S RF-(A'JI1:IED BY RIVERSIDE C04AITY OFODWEE AID. 461. 6. Ai L ,jFACILI TIES, WITH LATERALS SHALL BE IN PLACE PR10R TO PAVING TfE STREET INCLWDVQ BUT r101 LIMIrTED TO, TI -E FOLLOWDV_�% SEWER WATER ELECTRIC GAS, STaw !MAINS. 7. C' D IL' S' AND 4�IVEWAY APPPOAaES WILL BE INSTALL AND CONb7RUCTED TO COUNTY STANDARD NO. 266 A&DDI R AG. 207, AS DITECTED IN TTi FIELD. B. IT SHOLL BE Tr qESF_� IBIL.ITY OF TFE CONTRACTOR LR DEVELOPER TO INSTALL AAD MAINTAIN ALL (, ' STFLCT161 krc 6_LATL- Y GUIDE A/J WAFNIhv SI&S WITHIN TT -E PPMECT LIMITS AND ITS S_CRVtP4JW3 ru DIV r )E SAFE PASSAGE FOR THE TRAVELING PUBLIC AAD WORKERS UNTIL 7HE FINAL C L ETI(W AAD � "CEP r ,NX OF TIE PROTECT BY TtE COUJTY. 5 ALL STETf _IVa : TENTATIVE. ALOITID'JAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH' GRADING IS aAPLETSD rO F ; URZ THE EXACT STREET SECTION REOUbc BENTS. 30ASt,HALTIC #UL _:N ,f u SEAL) 97t4Lc. B-PPLIED NOT LESS THAN FObRTEEN DAYS FOLLOWING F .coew of i, -c- A4 LT S ACING FOG SEAL AND PAINT B17CER SHALL' BE APPLIED Ar A FATE OF O.ja C L_C;v .J 0.03 PER SWAFE YARD RESPECTIVELY. ASPHALTIC E74,CSION SHALL Cu�FL7�7 TO SECrj. ,N 39 AAD 94 C- 17E STATE STANYIARD SPECIFICATIONS_ I NST41L. S7PEET !,LEE IN ACCORDANCE WITH LROXNANCE NO. 460 AND 499. MAGiZIJA GRAADILFLC ^, PODOCAIPUS GRACILIOR OLERCUS REX) 12. STRE T LIGHTS &`-ALL c;E INSTALLED IN ACCORDANCE WITH THE APRI?OVED STREET LIGHTING PLAN. 13. .AS DETERNIAEO BY TtE 7RANSPORTATION DIRECTO 77£ DEVELOPER IS RESPONSIBLE AS A MR` 4UR Ffh'? :-LOAD TO CENTERLINE; AAD MAY BE PcGU ED TO RF.Ca6TRUCT F.XISTM PAVEAENT, .DV0_ jV 1VG BASE AAD A;: TC7-IDJG OVERLAY REOUIRED TO MEET TFE STRUCTURAL STAWAROS FOR TT E CL "NT ASSIGN' TP,4r-Fic DZEX. OF GRASS ABE ALLED ND PAWWAYS ON 0 14. KCi-OCAL FESI JvTjALCSTtEETS NI77VUi Sr7AR4TEARKWLA GSCAPEPF PLANS. ALL OTHER TYS MAY INST PES OF LANQSCAPING G 'N T7ESE A,iE>{i.� 3N? L LAAOSCk0Zl*GG LI'd ALL OrrER STREET$ SFAU AiSaM:TE SEPARATE LANDSCAPE ,IANS. ALL ",, LSCAPa-w 5AMAC7 NTS SHALL COAFOAM TO RIVERSIDE COUNTY 19TAAMFW RELATING TO ACHINISTROTI.rN OF LANDSCAPE ENCROAaLAIENTS' DATED ,X/NE 1990- 13, ANY PRIVATE &:=4,-NALZ FACILITIES ShOWN ON TtESE PLANS ARE FOR IAFO WATIOY ONLY. BY SIGNING TRESS B40ROVEt�&T:T PL,�NS. NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILIT. a3 IS D4+ LIED OR IN7Et D 8Y T1 F RIVE ?SIDE COUNTY TRANSPORTATION DFdARTAPff. 16. rV�STRUCTIDIJ ff- ,.vj'c.T ` THAT DISTLR3 M� THAN FIVE ACRES AAJST OBTAIN A NATIONAL POLLUTANT DISCNARv^E r11�d"T SYSTEM (NPDES) PEWIT. G RSIZEVELCPc-- ARE FEOU.TPED TO FILE A VOTI E OF LN 1; (v 1 WITH 7HT STATE WATER 1 =SL LAS CCkJ77 :drJAf J d T31 AM PREPARE A STORM ?IA 7En POLLJTIal FR r rJI01 PLAN (SI P) AND mWITO RG PLAN Fry! 77-E SITE. 17. 77-E LEVELCrER S; -+AL E RESPGNSIBLt FOR T7E 'kISTALLATION OF ADDITIONAL SIGNS ANS MAFGCBVGS NOT L�YCLL(ZO IN Tom= SIL" _ ^ AND ST7?IPIM PLAN WITHIN TrE PR&ECT AREAS OR OIV ROADWAYS ADJACENT To rE PPG_k_ 1 �_trfIE_d L ON WOVST OF TrE DMCT07 OF TRANSPOR TA TIEN OR HIS DESIGNEE TC Dr4 ROVE TRJi =7c. ; _ E7Y ON 77-6 ROADS 0DER THE .1FII DICTION OF THE OEVELOPER+ .}MC 7-0 'k 0710.. TTS CGNTP,40'0:? I i_EWlr L7 TO TAKE OLE PRECAUTIONARY AEASFES TO PROTECT TrE UTILITY LII�Ez `hOMV AhV ANY OTTER LINES NOT OF FELL'*7 OR NOT ShGWN ON 77-E55E PLANS. LOCAT®LV6 Cf UTILITIES SHALL BE VERIFIED BY TI -E C'ONTRACT07 PRI -'P TJ CC avak?dT Of- CL3'JSTRUCTIAN. CALL L1'�..TvD SERVICE ALERT (U.S.A.) i-800-227-2600 AT LEAST 2 WORKING DAY5 FDIC? TO E,c N VAT IC -J. THE QUANT -77Y ESr _N 7JE SrioWN tE EQN IS FOR TiE L' CF GOVERNIriG AGENCIES L'd. Xj4INLv- L, ' u A,rS ANDIOR FEES AND IS AVT TO 8E USED FAR 97D PlLhZ ; `SFS. a M OF a �VJT \gj r m [IFf, L TWO WORKRNG FJRDAYc. BEFOREou DIC \ / YOU OIC; T 1 race- xar-aeu A r^ A Se.vr a:7 In NOTA:;.. 0 Q MJGt;•< COhTAINE'D nTI;HIi�I THESE PLANSSf-A L .GT CO ,ME CE UN 1� AN w EhCGACCh 1EN1T PERT AN" OR A o GRA <.NG PERMIT HAS SEE -IN ISSUED.. `-� THE PFNxTE, EroCiNsx"R SiCAW.,G r E^,E P vaS is RESPONSIBLE FOR ni A.SSURIAC TAE AeClvi4iCY AND A E T,�Z "e 09 THE OESICN HERE( o IN THE E c J Ci DISCREPANCI t i' *TER COUNTY APPR„ AL DURING .�FiS'fnUc.TIGN. T>`sE 1 .TE t. ;.ER 5_HAILL BE RESPOAS1 N FOR Dj-cRP,INAC .' ACi'LzRrr; SGLUI .;N k4l) REVISING THE PLA FOR APPd4JAL BY THE C UKIY 8=,SIS OF BEARING IS THE SOUTHWESTERLY LINE OF ''RK LA RUE, TAKEN AS NORTH 58D 55' 00• »'ESr PER ,NAP ON FILE IN BOOK 37, OF MAPS, PAGE 74. RECOROS OF RIVLFREIVE COUNTY CALIFORNIA. LIME � - CONSTRUCT 4- P.C.C. SIDEWALK �- REMOVE EXISTING A.C. PAVEALN! - a'POPOSED STREET LIGHT EXISTING STREET LIGHT - STREET LIGHTS BY OTTERS ENGiNEEFr REVISIONS LA RUE STREET .- - - --� _ wI ::moi VISSION� BOULEVARD SEAL -COUNTY = 12.4 lt" TRAP GRAPHIC SCALE 1°=100' SCALE.' I "=100' 0 100 200 300 FUTURE PWIROSED __. WIN I& 6XA11t AC 2 11117 -PER FOOT 3V4•GV FI �y pp am FOOT SUPE BASE COLCSE _ - �CL*PACTED SUMIRAVE TYPICAL SECTION COLLECTOR S7REE7 STD. No. 103A LA RUE ST. NTS 1 4 Ir. . • -30-06 r � �IPAs a• �• FAI C4lN 7MXTM MOTES AW QUAAffffY ESTAWES:� 1 PROTECT EXISTING IAPROVEAENT (AS AVTEM IN PLACE SNEE a� 2 CONSTRUCT 4' THICK SIAEVALK PER RIV. CO. SIO. AA). 400 6 '101) 3 240 SF 3 CONSTRUCT 4' THICK P.C.C. ACCESS RAMP PER PER CO. STD. 4G3.-MDDIFTEO PER 2 EA DETAIL SHEET 2 686 SF �4 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. 209 175 LF SAMCUT AND REMOVE INTERFERING PORTION OF CUFR AAV GUTTER PER DETAIL SH49WN ORELOCATE EXISTING TRAFFIC SIGN - REMOVE EXISTING NOOD POST INSTALL AEW NOOO POST AAV PLACE PER FIXED 08„ECT PU EAlE7 2 EA PER RIV. CO. SIO. W. 820 0 _ CONSmBUCT TYPE 'A-8' CURB 6 GUTTER PER RIV. CO. STD. AV. 200 '80 LF F�8 CONSTRUCT A. C. OVERLAY 9 0.1' MIN. THICKNESS 242 SF ® CONSTRUCT LOWER SIDEWALK GRAIN PER RIV. CO. STD. AV. 3779 i EA STREET LINT 1 EA V' ZNS►Aa l�.S' D rM. W190 PA FW177 VXr t A r► Aa Euro vtesrivr. aEAwta" t fAT <�V�\ SECONDARY ACCESS PRIMARY ACCESS Q J�Q, QQJ+ Qti oQ'� J�ti Q SITE Mj's5•rOrV 44 rr� r Vh_O.. / / MAP NTS SECTION 0. T.2S. R.51111 #VEX OF SfEETS SHT NO. (S) DESCRIPTION 1 TITLE SHEET 2 PLAN 6 PROFILE i i © RUBim* e8iill wm SERVICES WSiRi RIVERSIDE CUTY FIRE DEPARTMENT' AIRPROW" at pisTRl S+7Eut APAFaEO BY Dpf; �J ' 6.�• a� PP N 1,7d80 T P Mn VIOM A27 NO ALBERT A. WEBB ASSOCIATES CIVIL ENGINEERS 3788 McCR1Y ST. RIVERSIDE, CA. 92506 PH. (909) 686-1070 FX. (909) 788-1256 R � f41tAL N.L. B -I -A 3982 BiY. ' 799.E a St+• AtuNtw�N DI Sw�u •atrrasmE cum am Hua I L a -i -A 3982 AT NORTtANST SRR61 DOERM TTCN w NS IQV BWEYAiD AM 83YEAYId STR VW C 8F C.L. � �Y CA FIX OF pU YFAT �1. EpYY OF 916H X15* vY9CSm cum FLOW A"n olsTucT WJmE Lm. SNEE a� COUNTY OF RIVERSIDE .y �SCi'lEOULE A STIMT i �V LA , N7GG i R 3� STREET 81VG STA 21+45.23 TO 26+84.52 OF -2 saT _ PREPA D BY: A.C.E. NO. 5/2VO-C DATE TLl -a.3 EXP. DATE 2• d SCALE: AS SHOWN NIA - v_ FOR: PALM msurr W.O. OEIIELOPlENi' FILpEVTN0� i .._)• i _.. I i i I ' i I ._ 1. I I -..1 I .'... i... ,` 1 �. i + i , I 1 i 1 I I I I : 1 a J ,- I a .t 1 I i . I 1 I i i I i ' y I , ! 1 1 + I I I r T I L1 i I }j 3r 1 i I I 1 , , 1 I� + I r L.. I i .. ._. _ ._ r -�- I v , 0' ~:. • +. -_._ ..r 4 : i , .- _, '� if Rl •� .._ J .18¢'�3�j(� • ! m.� • —}— _ - ( ,g 1 , y (Q — - I 4 : f 1 I :.. _ _L .. i ._ ... _. t ' 1 ' I , Y' m x AGSE\�% ( ':k UVD i1 21+3710 M x J +OD WTTs I i , evvvtTI?i 'm SMf/.L PBrha_— iuP E.v'oSF. C lm'rpyF )VAW t/A'f ?leiO-t T3 . ;grOfAVY ��NST,t°4t°9t0/I/. %h`£ t'GSIrdA rDf /s 70 C;// YY Y&,, /k/j'4 To :.irIJ�X✓C1laU AJFIFJ T+7 /tr7ieT f z e fes - ¢ z/r&_�eyZMA10 A0 Irdivu &V;W/1P&W 1 bJ l� DIAL f TWO WORKING BEFORE DAYS BEFORE Y:..s 010 � YOU [7iG O 3 1OL_ FALZ R „ EtiSs", a.. 9- 00-727-2%OO NOTE: ti t WORK CONTAINED W! Ff-,IN HnESE PLANS SHALL NOT COMMENCE UNTIL AN o ENCROACHMENT PERMIT ANG/CR A GRADING PERMIT H u BEEF, ISSUED. '+ k� THE PRIMA F:GShEER ptCrINC 17-,:sE Pt,vnS IS RESPONSIBLE FOR ASSLRING +lit ACCUR/,CY 4 0 A,.CE 4ABIU Y OF THE DESIGN ;IMLO IN THE EVC14R OF DISCREPkZ15 A�i-SING =.i_IER COUNTY APPROVAL a OURI;,'G THE nfVAtr_ ENGINE R SHALL BE RESPONSIE ti I FOR DETER Ir IND ,; 7J4 ACCEPTASILZ SOLUTICN AND REVISING THE PLA! FOR RPPR&4L BY THE COUNTY. ENGINEER a CLIP VE DATA I& C WcfIZ470 44KUF JIZ-? d V7W.VP9 7D Ardr71V .Z,,V & jllharSJe to10 avZ#iw)Aeow-or". Corr #xAm 3 D.tff fRIAC To $90011I/.V6 WWA V RAD 2' MDV S ' 0 �' 19 �r00" _ A GRAPHIC SCALE 1"=40' 0 40 80 120 REVISIONS EY'IST. ;r f, STt SEAL—CIOUN1Y i 425 ' avf T/10LAAT/E SIXEE'r a CCAJiAfCrOR reHar7w ?Nrl' -X• FI JVAMA k+rrN RGSD xwf eme 4N.rirt: ['4yr?CrR6J03 vwr-$ liP/O,C 7D-fWfbW44 ' "At 0 : , + I y t t l ! , , .t + I I 1 ! I i t i f I , , A. i 1 4 i , ! {I I y i 1 l i -- i , ! I i f T I + ,r t ! 4 4- ! I I I I i l i I J i -- -� ! 1 I ! 4_L' t , T 7 i _•_.'� I' PROFILE 5CALES 1 — _.. ORIZ 1 — 4 _ H . VERT. ? ' 4' 27 28 x4v ^of' R ©HANWAP RAMP DETAIL VTs COUNTY OF RIVEiRSIDE SEAL—ENGINEER TRANSPORTATION O�ARTtiI�NT i VED 9Y: H r0AN. P.P.E. GATEE3 6-3. 0_�_ ECOl4emED WILIDAN ATE L=6• I L=5' y cm7aw7m NOW 01 PROTEL7 EXISTDVG DFMV04WT (AS A07EU1 IN PLACE 02 CONSTRUCT 4" THICK SIDEWALK PER RIV. CO, STD. AD. 400 6 401) 0=67 OCONSTRUCT 4" THICK P.C.C. ACCESS RAW PER PER CO. STD. 403L MODIFIED PER DETAIL THIS SKEET O4 CONSTRUCT 10' NICE CROSS GUTTER PER CHANTY OF RIVE'R5ME STD. 209 O PER DETAIL FOOVE I ERDW PORTION OF CL8'IB AAt7 GUTTER ®RELOCATE EXISTD6 TRAFFIC SIGN - REMOVE DUSTDLIG WOOD POST, INSTALL AEN WOOD POST AW PLACE PER FIXED OBJECT PLACENT PER RIV. CO. STD. NO. 820 O7 CONSTRUCT TYPE A-6- CURB & GUTTER PER RIV. CO. STD. AXT. 200 O CONSTRUCT A.C. OVERLAY @ 0.1' MIN. THICKNESS PER ABOVE DETAIL O CONSTRUCT LACER SIDENALK GRAIN PER RIV. CO. STD. AD. 309 Q10 SA/STALL Rt3p sv. wim fits NYD,rwr T 0 SNIwcELI* It x0/FIYErairB<W6AtR16frx ALBERT A. WEBB ASSOCIATES BENCHMARK: PP No. 17080 I.P. No. 020142 CMLENGINEERSCOUNTY OF RIVERSIDE 3788 McCRAY ST. RIVERSIDE, CA. 92506 SEE SHEET N0.1 SwHEf'dv.E +A• PH. (909) 686--1070 FX. (909) 788-1256 *PjdWJ'==?��R.C.E. RED BY: NO. SCALE: DATE /` /3-03 EXP. DATE - o -e H: 1"=40' STREET IM PROVE MENT PLANS LA RIDE STREET STA 21+45.23 TO 26+84.52 FOR: PADAT W. COUNTY V: 1_4 DE ERI FILE N '1 SHEET N 2 OF 2 C1�.d pn�s 2' MDV S ' �tvc PETS OR AS AlIN I-fo,�: 003KAY EX. PAVETENT 0.10' MDV. THD]1A M EX. D+FROVEt6NT — J am - SAWCUr AAD MOVE EX. EDGE PAVD6 1 • MIN. /� // �e /� WC SA WCUT i)E'TAL REPLACE IN KBV (0.25' A.C_ A.3.; 0_�' O -W' 5 NTS x4v ^of' R ©HANWAP RAMP DETAIL VTs COUNTY OF RIVEiRSIDE SEAL—ENGINEER TRANSPORTATION O�ARTtiI�NT i VED 9Y: H r0AN. P.P.E. GATEE3 6-3. 0_�_ ECOl4emED WILIDAN ATE L=6• I L=5' y cm7aw7m NOW 01 PROTEL7 EXISTDVG DFMV04WT (AS A07EU1 IN PLACE 02 CONSTRUCT 4" THICK SIDEWALK PER RIV. CO, STD. AD. 400 6 401) 0=67 OCONSTRUCT 4" THICK P.C.C. ACCESS RAW PER PER CO. STD. 403L MODIFIED PER DETAIL THIS SKEET O4 CONSTRUCT 10' NICE CROSS GUTTER PER CHANTY OF RIVE'R5ME STD. 209 O PER DETAIL FOOVE I ERDW PORTION OF CL8'IB AAt7 GUTTER ®RELOCATE EXISTD6 TRAFFIC SIGN - REMOVE DUSTDLIG WOOD POST, INSTALL AEN WOOD POST AW PLACE PER FIXED OBJECT PLACENT PER RIV. CO. STD. NO. 820 O7 CONSTRUCT TYPE A-6- CURB & GUTTER PER RIV. CO. STD. AXT. 200 O CONSTRUCT A.C. OVERLAY @ 0.1' MIN. THICKNESS PER ABOVE DETAIL O CONSTRUCT LACER SIDENALK GRAIN PER RIV. CO. STD. AD. 309 Q10 SA/STALL Rt3p sv. wim fits NYD,rwr T 0 SNIwcELI* It x0/FIYErairB<W6AtR16frx ALBERT A. WEBB ASSOCIATES BENCHMARK: PP No. 17080 I.P. No. 020142 CMLENGINEERSCOUNTY OF RIVERSIDE 3788 McCRAY ST. RIVERSIDE, CA. 92506 SEE SHEET N0.1 SwHEf'dv.E +A• PH. (909) 686--1070 FX. (909) 788-1256 *PjdWJ'==?��R.C.E. RED BY: NO. SCALE: DATE /` /3-03 EXP. DATE - o -e H: 1"=40' STREET IM PROVE MENT PLANS LA RIDE STREET STA 21+45.23 TO 26+84.52 FOR: PADAT W. COUNTY V: 1_4 DE ERI FILE N '1 SHEET N 2 OF 2