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934dd_sppR n h Ufa � t w tWO WORKING DAYS BEFIa YOU DIG `.o 1 I 4 roTc 4 f IlL It 1` : r 1 :' o t ; / v SEE / 2 ., rt EL SOBRANTE ROAD . i• y ; 4 F A MEE INDEX MAP SCALE. 1 '6100 SIGNING & STRIPING NOTES; 1. ALL REQUIRED # r i A STRIPING, *: k SIGNAGE SHALL BE PROVIDED AND INSTALLED BY THE rk" *i. 9 I w LOCATION3. THE OF ♦ SIGNS SHALL BE DETERMINED IN THE FIELI BY l 4. -DOUBLE STRIPES !. SHALL HAVE :k PAINTED A BLACK SEPARATING ! A 5. THERMOPLASTIC CROSSWALKS rt SHALL HAVE 10 FEET BETWEEN YELLOW STRIPES. GENERAL NOTES: 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 1999 EDITION OF THE PLANS AND SPECIFICIATIONS OF THE STATE OF CALIFORNIA DEPARTMENT :... TRANSPORTATION tit 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE EXACT LOCATIONS VERIFY ALL CONDITIONS ON is PRIOR COMMENCING WORK. 1► i ♦CTO is AGREES TO BE FULLY RESPONSIBLE FR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVA ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERGROUND ALERT AT (800) 227-2600. 3. SEE CALTRANS STANDARD PLANS A10A & AlOB FOR SYMBOLS AND ABBREVIATIONS. r! ! i i PRIVATELY #! A I it ■ IMPROVEMENTS Jr* PUBLIC ♦ RIGHT 1 SHALL BE ENGINEER. REVISIONS RIVERSIDE COUNTY TRANSPORTATION, DEPARTMENT ALBERT 1 i ASSOCIATES iDESCRIPTION R4Mt0E 1 OV D JUAN Q. PkREZ- M LANNINGDATE: 7, A�w 4.RLES SCOTT A a,l i rE NG DIVISION MANAGER HIGHWAY OPERATIONS."PERE■. ... a , - B r, �; s ALERT sr HUGH SMITH - CONSTR ON INSPECTION DATE� ,. � r irk r�3788 WCRA Y ST. RIVERSIDE, CA. 92506 i I CIVIL ENGINEERS!A- JPCNSON IR?CE MANAGER DATE: =1 CT ANSPORTATION FX (909) 786-1256 _WAH KHOV D TR PH. (909) 686-1070 INDEX OF SHEETS A TITLE SHEET 1 NOTES, DETAILS, QUNATITY ESTIMATES 2-3 PLAN A x PROFILE 4 SIGNING ANS STRIPING PLAN 1 REFERENCE # i s SURVEY w FIELD BOOK { I # k i) A FILENAME offrX • ti FLAa7 r r A.C. O 9? l r A B. `Gt'' ff07FaNXAL &7W (TOTAL :rr 9 ! 1400 Y) (RIV CO ✓ r:r "K r *,r.• & Fbl&F A117H r r r r =J? (701AL tM t 1000 S9 #UV CO Rrr 91) COWT. TYPE , CLM & GUTTD? PER RIV. CO. S7Z7 i -VO DELE7EV J DlkE PER RIV. CO. ST9. S4KVT EXIST FAVEMW �EAOERCUT & CMDFLAAE GFMW r DETAIL IN ShEET r COWT. .,, , RIV. k/ X POAER POLE TO 19E AELOCA TED BY OTMW J J 40 B67ALL 180 m B6TALL 48 0F CWT. &ADMALL PER CAL 7RAA6 STD. D89 R -ACE 10)(10)(2' 114 TCN RIP -RAP G70UMD SaM r M. ClaC. ClOUAR PER RMCD STO M803 53 RELOCA 7E EXISTIAG 4" 6L ON—OFF •y ,X. @— iWLWA 7E EXISTIAG 2 - AM VAC/; AM RELEASE VALVE S ADLWT KAANZEAC flAZZ[011 1. ALL MATERIAL AA19 IYOW SHALL CMF09M TO TfE ,UY 1999 EDIT16N OF hPE PLANS AAV " * D;. 000VTRY FLOOD CONTFOL AAD NATEP COAISERVAT16WDISTRICT l x.11. O ", •" lr J 'J.l ,,J f/ *1 V. "` OCA TZ° VS I T A L L t AffRGRJ 1U TIL I TIES A RF A**# J, V TR. DE759AMAE TIE EXACT LIZA T101V AAV VERIFY ALL COM)2`719W 6N T�E " SITE PRIOR TO 09*EWIAG NOW.T�E 05NTR4CT0R AGFEES J HE fiE5PWIBLE FOR ANY AAV ALL DAMAGES AHICH MI6HT BE OCCASIOA159 BY HIS' FAILIbREJ EXACTLY LOCATE AAD PRESERVE ANY AAV ALL UlM9ERGR%W UTILITIES. ALL Jx JA t" J , ADVAACE OF O CALL 1r *1, . tl SERVICE ALERT:#r227-2600. 3. SEE CALTRAAG STAAVARD PLANS ES -IA AA99 ES -18 FOR SYM90L AAV ABBREVIATION LEGEAV. 4. EXITIAG PRIVA TEL YOMED IN43OVEWNTSCN PLBLIC RIGHT -CF -WAY PROTECTED OR REPLACED IF DAMAGED, AS DIRECTED BY PE EAGIAE59. EARTHWORK QUANTITY ES"TWATE.- J cu. YDS.6,200 l ------------ A A r ' • t t *�. • It l � " � r l ', * • t * t # # 1. s l# , is%'WdW 71IMd ♦ # # rrt i. 1# i :# • +► i Js r d l d E ( l r d t r 1 r r l l d * r. •:ri t �.:.. d r.._. � s t j rrt tt i.... , l• ;# is ! * ♦* t � l l.; r t CALL UNDER&30UND SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2 WORKING IJAYS PRIOR TO EXCAVATION. THE QUANTITY * t FOR THE USE OF l * AGENCIES IN DETEPMINING BOND AMOUNTS ANDIOR FEES AND IS NOT TO BE USED FOR BID PUPPOSES. BASIS OF BEARINGS. - BEARINGS APE BASED ON THE SOUTH LIAE OF SECTION 31 T.3S., R.5W. AS SHOWN ON RECOR9 OF SURVEFY * l*/ OF RIVERSIDE COUNTY, PRO R!!! " �iI �i T VV 0 UNDERGROUND rs, L&AMAELMAG 2' M17V. .. t AP ARP x,AF EXISUNG 6 EXISTIhf& ,APPROVED # r f / of Cww dl 6+ Opp KHALED A. OTHMAN, P.E. DA TE P.C.E. 33950 I f 6-30-06 RECOMMENDED D: TE ALBERT A. WEBB ASSOCIATES CIVIL ENGINEEAS 3788 MCCPA Y ST. RIVER , 92506 *r* ..--1070 FX. (rJr788-1256 x. PPEPARED BY* P.C.E. NO. C65078 t DA TE , m m EXISTM 6RCLAD EXIST F-114TAN111-1 "Irk rllffAmgtil -1 .lam/�Jl a I ;.M /J SCALE: H NIA v.• NIA 1ki AAF,, fA �r m SECTION SECt tw"+ r " PORTION / d� "0 J fEPLACE �. ... .i ��. ", VEA ENT , ,1: EDGE OF EXIST. PAVDENT E96E OF PROP. #, AO C06TRWTIOIV ACTIVITIES SHALLPLACE BEYM TIE J "•l l l '" t ld l 41 JR 55616ITIVE HABITAT. Ili t "'n 1 ovwl2g wa f 1` EL SOBRANTE ROAD 4 1 / 'iii 0 HOPIZ.: 1'�--40' 16+00 EXIST. D19T I A WW EIMM ZiLft+t" Wr UNDERGROUND SERVICE ALERT R=l A -=-6b 'bl-47- R=35. 00 ' 05' iAP COUNTY OF PIVEPSIDE TRANWORTA TOON DEPARTUBVT APPROVED BY* fewo dr KHALED A. OTHMAN, P.E. DA TE RECOMMENDED DA TE ALBERT A. WEBB ASSOCIATES CML ENGINEERS 37BB MCCRAY ST. RIVERSIDE, CA. 92506 PH. (909) 686-1070 FX. (909) 788-1256 PREPA PED B Y- P.C.E. NO. C65078 DILESH P. SHETH - Im DA TE �lf CONSTRUCTION NOTES PLACE 0.36' AC OVER 0.50' AB PER GEO7EJCWZ4L REPORT ACIAB AEWV& D190O.W G AEPLACE WITH 039 - AC OVER 0.50 - AB COAST. TYPE A-8 CIM G GLITTER PER RIV. CO. STO M 00AST. B" AC 01AF PER RIV. CO. SZO. 212 COAST. AC OWMILE DRADV PER RIV. CO. S7D. " W14'x4)(4' COACRETE SPLASV PAD SWUT EXIST. PAWM9VT 1EALLER CLIT & COLD PLAAE 99W 021'MIN PER DETAIL ON SWET I COAST. TYPE IC- aM PER RIV. CO. STD. 202 TO BE AELOCATED BY OPERS MEM WIWED) B67ALL 2W' IF -DM 1EADER WTALL 18* CIF 42 COW T. hEADWALL P87 CAL TR4A6 S TO. D89 43 PLACE 10)(10 50 114 T6N RB2-RAP GW7EV 50tIV 44 COAST. COW C19LLAR PER RLFCO STD AW3 45 RSIVVE & D19 -TSE OF EXIST. 16* CW IrLxATE Exisnur, whaw PRoTsmav 7Esr s7A Tiav By ow. 53 RELOCA TF EXISTlAG 4" BLOW -06F ASSEW Y BY kW. RELWA TE EXISTIAG 2" AIR V4aM AAD AIR IFLEASE VALVE AS5EWY BY OW AaWT MANVOLE TO 619ALF LEGEND SA WW T, REW VE, Rt: A CE 9 DISOOSE EXIST. ACIAB PA VEW V T SAKVT LIAE hEADER CJT EDGE OF EXIST. FAVEAEAfT E17E OF PROP PA VEWN T X W7E AO COAGTRICT16N ACTIVITIES SIALL TAKE PLAt'f 6EYOAV RE LIMITS OF &94DlAG DLE TO PRESEACE OF EAVANGEWD SPECIES AACIOR SEA15ITIVE HABITAT. COUNTY OF PIVEPSIDE IP9901" wa #soom STREET MIPROVEWNT PLANS FOR EL SOBRAAME ROAD STA. 9+86.96 to STA. 19+00.00 F11201-14AW01 A TOLL FREE A PUBUC SE BY 1-800-227-2600 UNDERGROUND SEWCE ALERT I Wo Al 7m 07, f, �1- m �f 1� 115 114 4:1 SL OPE 10' PEDIBIKE PATH EGUESTRIAN rAAIL------ SEE DETAIL "A HEREON 4*1 SL ORE KU'91A M M � R 'MR Us=* rj,r TRAMPORTA TION DEPARTMENT A PPRO VED B Y' KHALED A. OTHMAN, P.E. DA TE P.C.E. 33950 EYP. 6-30-06 PECOMMENDED DA TE 4".. A I.. AI vtl �—Z�W Mi CONSTRUCTION NOTES PLACE 0.36' AC OVER 0.50' AB PER 66OWNICAL ilEPO9T COAST. TYPE A-8 CLRB & G/TAER PER RIV. CO.. STD M AC DlkE PiR RIV. CO. SID. 212 CMGT. 8 CMT. AC OWE -MME DRADV PER RIV. CO. S7D. 396 W14'x4k4' C01WETE SCLASY 8 1EADS CUT & COLD FLAAE GRIW 021' MIN PER LETAIL CW ShEET I t: RELOCA 7ED BY OTHERS (ITEM IAVICA TEW E41 IAGTALL 48 OW )- -- 42 CWT. W"ALL PER CAL TRUS S7D. D89 43 PLACE 10)dOk2' 114 AW RIP4UP GUffED SOLID CONU. CrW COLLAR PS? W0 STD M903 ADIST X4MVLE TO 694CE W-te"W/0-A KN.0. PORTION OF 1M WO V5A EN TS CW SAWCUT, iFEMOVE, fEPLACE & DI EXIST. AC/AS PA WSA ENT SAACUT LINE A. WEBB ASSOCIATES CMI, ENGINEERS 3788 MCCPAY ST. PIVEPSIDE� CA. 92506 PH. (909) 686-1070 FX. (909) 788-1256 � �" 4wdA PREPA PED B Y' DILESH P. SHETH IfADER CUT EDGE OF EXIST. PAVEWJVT EDGE CF PROP PAVEMENT A uSerr ECI& W 7 F C0AGT9WTI0W ACTIVITlES SHALL TAKE PLACE BEYOW Thf LIMITS OF GRADIAG DIE TO PfESEACE OF EAVANGUED SPECIES AND109 SEAGITIVE HABITAT. C65078 SCALE: P.C.E. NO. 1 "=40' H.* DATE COUNTY OF PIVEPSIDE IP990129 Wa #800473 STMET AMMOVEbMff P"NS FOR a SOBRAME ROAD 19+00.00 to STA. 22+09.74 I 111,11111��m W,Wfg-*Am* R130MERM 8 N iq cu Iu m a Mm ss DESIGNED BY MAM gmn'j EL SOBRANTE ROALF-F Pfvmsm A.C. DIKE ■ *xxpxrll COUNTYLAWRENCE TAI, TRAFFIC WILLIAM MORGAN, TRAFFIC OPERATIONS EO `. 1 NUTEM ALL. EXISTING STRIPING WILL BE REMOVED DURING THE DEMOLITION PROCESS OF EL SOBRANTE ROAD PER THE STREET IMPROVEMENT PLANS rRf� / EXISTING. 4" hfHITE EDGELIAE 4 23 24 �, EXIST . 4" tx� E YELL+t� STRIPE W..- �—.=-.,�`y- EXI�STTI�G r✓,r�..:n-�__ ..�� ..____ .�.� � ____:..�_ ._.� .. .�....� .:_ _ � �: ALBERTA. * ASSOCIATES APPROVED iRO / �l DILESH SHETH DATE DRAWN BY: CONSTRUCTION NOTES & OUANTITIES 20 PAINT MEDIAN STRIPE PER DETAIL 29 1 PAINT 4" WHITE STRIPE PER DETAIL 12 PAINT 4" WHITE EDGELINE PER DETAIL 27B 3 PAINT " WHITE SOLID STRIPE DETAIL 38 4 APPLY THERMOPLASTIC WHITE TURN ARROW TYPE VI {R} OR (L) PER CALTRANS STD. A24A 5 APPLY THERMOPLASTIC 12" WHITE LIMIT LINE 6 APPLY THERMOPLASTIC "STOP" LEGEND PER CALTRANS STD A24D FURNISH AND INSTALL SIGN AS SHOWN 8 REMOVE EXIST. SIGN 9 REMOVE AND ADJUST TO GRADE BY CONTRACTOR 0 REMOVE AND REPLACE EXISTING SIGN BEHIND PROPOSED IMPROVEMENTS 31 PAINT 4" WHITE STRIPE PER DETAIL 37B 32 PAINT YELLOW STRIPE PER DETAIL 22 33 PROTECT EXISTING STRIPING/MARKING/SIGN IN PLACE GENERAL NOTES: F�l VICINITY MAP NTS SECTION SECTION • TOTAL QUANTITIES BY CONTRACTOR 1404 LF 1483 LF 1287 LF 735 LF 7 EA 68 LF 4 EA 1 EA 2 EA 2 EA 2 EA 150 LF 244 LF rr A STRIPES,1. TRAFFIC PAVEMENT RAISED PAVEMENT MARKERS PER CALTRANS TRAFFIC MANUAL. STANDARD PLANS Y SPECIFICATION, LATEST EDITION. 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SIGNS SHALL BE INSTALLED ON 4" x 4" WOOD POSTS WITH ANCHOR BLOCKS UNLESS OTHERWISE NOTED ON THE PLANS. 3. ALL STRIPS, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR PAVEMENT MARKINGS SHALL MATCH COUNTY STANDARD STENCILS EXACTLY. ALL STRIPING AND MARKINGS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY R OR GRINDING.-' AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL REMOVALS OR SIGNS AND MARKINGS SHALL BE THE RESPONSIBILITY O.. DEVELOPER OR APPLICANT. R.}.i 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS �F ALLOWED) SHALL BE APPLIED IN TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED IN THERMOPLASTIC FORMAT UNLESS APPR VED OTHERWISE. 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD AS DIRECTED BY THE COUNTY INSPECTOR ON THE JOB SITE. 7. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE DETAILS SHOWN THE SIGNING : STRIPING PLAN. INSTALLATION SHALL ,:.- COMPLETE WORKING OF. DAYS r.,.. , RIPINGY STRIPING. I} } RAISED ..;.. ON EMENT :. MARKERS ARE TO ♦ ROADWAYS OR"ARTERIAL"CLASSIFICATIONSONLY. GRAPHIC SCALE I"=40' 40 20 0 40 80 120 7, } SURVef NUMBER DESIGNED BY: RECOMMENDED BY: IELD OK NUMB R GEORGE A. JOHNSON DIRECTOR TRANSPORTATION RCE ♦ i SHEET NU } PROVIDEDSIGNING & STRIPING' NOTES: 1. ALL REQUIRED PAINT STRIPING, AND SlIGNAGE SHALL BE CONTRACTOR.INSTALLED BY THE I �► ; liar � ,� • -ell 42 1 104 1; 4 tiP f fi i�S*Yo R 1 =MIiYI �MII,=04' /. a-2-2-lumma TION i SEC le P. 6W. GENERAL NOTES: ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 1999 EDITION OF THE PLANS AND SPECIFICIATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 3. THE LOCATION O, 1 ALL SIGNS SHALL B: DETERMINED # BY ENGINEER. 4. DOUBLE YELLOW STRIPES SHALL HAVE A 3 INCH PAINTED BLACK LINE SEPARATING 5. THERMOPLASTIC CROSSWALKS . ( HAVE ` FEET BETWEEN YELLOW STRIPES. y i If i I tWO WORKING sDAYS BEFORE :..,YOU DIG R y SEE CALTRANS STANDARD PLANS A10A & A1013 FOR SYMBOLS ANJ ABBREVIATIONS. EXISTING PRIVATELY OWNED IMPROVEMENTS ON THE PUBLIC SHALL BE rr* #r REPLACED IF DAMAGED, 1 DIRECTED BY THE ENGINEER. A TITLE SHEET 1 NOTES, DETAILS, QUNATITY ESTIMATES 2-4 PLAN AND PROFILE SHEETS 5--6 SIGNING ANS STRIPING PLAN REVISIONS RIVERSIDE COUNTY TRNSPORITION i DEPARTMENT A # jERT t r1 ASSOCIATES � � � j STREET � � E DESCRIPTIONEF jI fr ! �i Y ■ ! �� ii �1 ��•�j■ • ■r r ENVI f ON r C.EZ-LAN NINGDATE: -.. e.MANAGER DATE.MARK BERNAS - DEPU Dn 'TOR ... HIGHWAY OPERATION SMITH CONSTFWCTION INSPECTION DAT =1 F ..:.. ..... .. i .x AH KHORASHAr)l- Af� AlE T MANAGER DATE: r CH RLES SCOTT STALEY, M w Jum C. PEREZ TRANSPORTATION F ::. :. ;. i DIRECTOR DATE: DATE: f :. ..4y y -., :... i; S '_AND }.. COLk rrr A OVEDj( d , 1 ALBERT A. WEBB ASSOCL4TES ENGINEERSHUGH CIVIL R SIERRA BETWEEN ORCHARD LANE010. CLEVELAND AVENUEa- # ORDER ! d A SURVEY NUMBER FIELD BOOK l .. :. f. �CYA CONSTRUCTION NOTES & QUANTITY ESTIMATES: ACIAB r, c ,# DISPOSE s Y' , # ' 0.50 1 AB : • / { t { { COAff. 6* AC DRE PER Y ' BY COMPANY S4MYJT EXIST. Y i �EACAR •. PER ALUET TO t''r . AELXA7E TO PRIVA7E PROPERTY READVE ,. .yP{ DIKE REMOVEP Di4AAE Y / IAGrALL STREET LI6HT PER RIV. CO. S7Z7 1000 & i%R APPROVED STREET LIG-IT RAN OWT. 21 Y r/ r OF AAV 5UWY Y CMT. * / W s r;r PB'' DOMMADV PER CAL TRAN9 07A TYPE 2 (AWIFIM PER r { TO iF ELOCA t Y99 STRPBVG PLAN COA6TRCTION AV7ES.. 39 NOT IAGrALL 18" 'C 41 lWMLL 24* RCP CMT. �EAONALL PER CALTRAA6 57V. D69 "VE & DISPOSE & DISPOSE 6F EXIST. 18- CAP FLAiT l0)d0)(2' RIP41AP .s/ SOLZ 45 =67T. W AO I _• RLF0 ST9 W 251 ARAHOLE TO GRALF GENERAL NO TES: 1. ALL M4 7ERIAL AAC kOW%ALLr; /s TO rye EDIrIOV OF PLAA6 AAC ScECIFICATIONS OF TIE STATE OF CALlFIRVIA NT OF 7R4A6P09T47I5N THE r�r� f FLOOD r ' r r , r= . ' , r DISTRICT LESIGV AAAUAL STAAGARO LRAMIAGS AAC TIE RIVERSICE#, PROV8i STAAOAROS AAO SPECIFICA TIOAS. 2 LOCA TIM OF ALL LAVERMM UTILITIES ARE �tPPR=A07E PE CONTRACTCR SHALL l ; ♦ j x}j C LOCA :.r , +:1VERIFY ALL rr t • S r? i �4.t...:SITE ! • X,•� TO SIBLE FOR ANY AAC ALL DAMAGES kHICH MIGHT BE OCCASIOAED BY HFS FAILth9E TO EXACTLY LOCATE 0 ,r M 1 r. UTILITIES. T�f CON7RACTOR SqALL NOTIFY ALL 07CERiiiiED UTILITY COWANJES AT LEAST /+i r..r IN ADVAACE OF EXCAVATION. CALL OVERGROLAC SERVICE ALERT AT (800) 227--M9. rAW STAACAAO PLAZ FOR SYAea AA0 ABBREVIATI01V LEGM. 4. EXITING PRIVATELY OMED B40ROVEWJVTS ON PU%IC RIGHT -6F -WAY SqALL BE PROTECTED OR REPLACEDr AS DlPECTED 5. COVTRACTOR D C12 REQUIRED. F'T TOLL FREE A PUBLIC SERVICE 8Y 1-800-227-2600 UNOERGROUNO SERVICE ALERT x Yf / ♦ 1. Y � t /' e 1 �a_. Sir COUNTY OF Hl S TREE T IA #PR 0 VEA #EN T PL A NS k r , f TYPSECTION J /rte 1 L.I ♦ ♦ PIPE D WNDRAIN OUTLET j N TS uNilll�.f r ♦♦ A � / AP SAWCUT l'Yf.. �. x#11 ' . M9VT DISPOSE A .Y AC OVER -A Y 021' HEA DE EDGE OF '^L' CoNst CIL CIL I STA • to 121+93.06 II MAXr r � i ,: to 0 R 101+75 / { 103+25 to 104+75 OF CONST r to 112+25 VARIES LA SERRA A VENUE ORCHARD VEW LANE to CLEVELAND AVENUE NTS j f ' • 41 vA * , A t i'' 'f / fl f♦ Y HE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY PIPES, STRUCTURES, ETC.) SHOWN ON THESE PLANS (MAIN LINES ONLY - ND SERVICE SE EMBER AGENCIES ANO AP ROXIM REVIEW OF HERDRDS Q REN THE E INEEf ASSUMES SHOHY RNSPONSIBILITY FOR UTILITIES NOT SHOWN NOT IN THE L OCA TI9 THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PGOTSC p RI THE UTILITY LINES SHOWN AND ANY 07HER LINES NOT OF RECORD OR NOT SHOWN THESE PLANS. LOCATIONS OF UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. TRANSITION CHANGE OF DEPTH WITHIN .� EACH SIDE DF PIPE CALL UNDERGROUND SERVICE ALERT (U. S.A.) 1-800-227-2600 AT LEAST 2 NORKING WITHIN DAYS PRIOR TO EXCAVATION. 1 2' THE QUANTITY ESTIMATE SHOWN HEREON IS FOR THE USE OF GOVERNING AGENCIES 1' 1' IN DETERMINING BOND AMOUNTS ANDIOR FEES AND IS NOT TO BE USED FOR BID PURPOSES. BASIS OF BEARINGS. BEARINGS ARE BASED ON THE SOUTH LINE OF SECTION 31 T.3S., R.5W, AS 4 " GUNI TE ti �¢ ©� BEING N. 88 *43'15 "W. AS SHOWN ON RECORD OF SURVEY 105/11-15, RECORDS EXIST. OF RIVERSIDE C TY, CALIFORNIA. GROUNDVICITY MAP e _ �'Q`�' 1 ' or 1.5'* l NTS PER PLAN SECTION 25 C AV COA6T TION ACTIVITIES SHALL T PLACE BEYOAV TIE T.35., R. 6W. LIMITS OF 6RADIAG DtE TO PFESEACE 6F EAVANGERED CIES �0ta��1�r15 23 12" PVC AA010R SENSITIVE HABITAT. COUNTY OF "' / T)?AWJWVffA TMr' APPROVED .AN AV cc ds Ar KHALED IOTHMAN i c TE wm ALBERT `. A. WEB ASSOCIATES CIM ENGINEERS 8 ♦ ! Y ST. RIVERSIDE, • 92506 788-1256 t1„ t 'IiiWWI Jr., ,Y SCALE H.' NIA V• NIA COUNTY OF RIVERSIDE IP990129 WO. #800473 Ts 9J-4 -DD =f 1! A NOTE., CON TPA C TOP IS PESPONSIBL E FOP THE PEMOVAL 9 DISPOSAL OF ALL EXISTING TEES NOT SPECIFICALLY COUT ONPALLED THESE PLANS, AS NECESSAPY TO PROPEPLY CONSTRUCT THE PPOPOSED IMPPOVEMENTS. TOLL FREE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT fflEci& w7F Cl0AGTRXTb6Al ACTIVITIES WALL TAKE PLACE BEYOW TW LIMITS 6F GRADIAG DUE TO fff59WE OF EAVAN6ERED SPECIES AA491OR SSAGITIVE HABITAT. rJg,V.*A p'l yj I Ulm# RA10-7M 7RANSPORTA WN DEPARTMMT APPPOVED BY* qo� fro 0) KHALED A. OTHMAN, P.E. DA TEF P.C.E. 33950 EXP. 6-30-06 ALBERT A. WEBB ASSOCIATES CML ENGINEERS 3788 MCCRA Y ST. RIVEqSIDE, CA. 92506 PH. (909) 686-1070 FX. (909) 788-1256 a2mil(Mor, - - -0 PPEPA RED B Y: P.C.E. NO. C65078 DILESH P. SHETH DATE SW" SCALE: H.' F TO=O f • A lEADER aff 06E OF EXIST. FAVEAENT 1h EDGE OF PROP FAVEWNT A& 0 CONSTRUCTION NOTES I PLACE 0.42' AC OVER 0.50' AB P87 GE07ELIWICAL PBRCRT 2 ACIAB REWVE, DISW & �EaACE WITH 0.42 * AC OVER OM' AB 3 O*RA Y EXIST. PA ffilfWT 021 5 COW. 6* AC DM PER RIV. CO. SRI. 212 D7 (�— SAAWT EXIST P4*91ENT *- 8 1EA1ER CUT AAD COLD RLAAE 6RlAV 021' MIN PER LETAIL ON ShEET I 10 AROWE EXIST. ROMER P19LE AACIVR AWOR BY WISOV @Y�*- 11 FELXA7E TO PRIWE PROPERTY 12 R9VVE RSOVE & DISPO�W EXIST A.C. DME COW. 4 " GWITF "V " DITai PER DETAIL 01V 5�ff T I COAST 12- PVC (MR 35) PIPE MOMIN Pig? t -AL MAAS STD D87A TYPE 2 AWIFIED PER LETAIL ON 5hfET 1) COAST. PlPE DWOMIN OUTLET PER DETAIL hffEW COUNTY OF RIVERSIDE ovwt29 W. #00047,7 SnMEr MWOMEW PLAW IA $AMA A MEE ORCHAW VEW LAAE to CLEVE" A B, t': STA 93+70.01 to STA 102#00.00 ss K 102000 1103+00 104+00 AN =173AN In WOT-0 =if 0 HHAM VIANW-11WEVILMM V X �' F#7-3 i 5 COUNTY OF RIVERSIDE 7RANSPORTA 77ON DEPARTMENT APPPOVED BY* A KHALED A. OTHMAN, P.E. DA TE P.C.E. 33950 E)(P. 6-30-06 0 NONE =## ALBERT A. WEBB ASSOCIATES CML ENGINEERS 3788 MCCPA Y ST. RIVERSIDE, CA. 92506 PH. (909) 686-1070 FX. (909) 788-1256 IF12 Ml--1l)mWAljE-"hdA -- PPEPA PED B Y* P.C.E. NO. C65078 DILESH P. SHETH D,6- TE *hlot SCALE: H: V* RON �EADER CUT EDGE 6 F EXIST. PA WJEN T EDGE OF PMP PJ MS/T I -It id 11j,10RAlle Istylolum�u ' AC OWR 0.0?' AB X-910' f�07ECMCAL ArMT k'VE, DIgUE & fEPL&E WITH 0.4,� AC OVER O -W' Ad 1ST. PAV04EVT 021'MIN 1C ME x RIV CO SW 212 ST. PA 6QVT & COLD RLAAE GRIAD 021 * MIN PFJ? DETAIL ON SlaFT -1 MADE XIST. POWR POLE AAVIOR AM209 BY EVISM FO PRIVATF PRatERTY ISPOSE EXIST. A.C. ME PL A CE XW17E 'V' DITal P57 DETAIL DIV XVC (WR 35) PIPE DaVW9AIN R -T tALTNAS 4PE 2 #WIFIW f ON SWET 1) FORMORADV OUTLET PER DETAIL WEON �AMD PER SrWB6 & SrRPIW R.AN MN m Ham SHEET NO., 3 NFmorol.-MA, o UNMO ;M TRUE LENG7H = 11719 L.F. 10 L.F. 113+00 114+00 115+00• a- - 121+00 1224600 24" RCP aAlSS IV -11 24" Pcp aASS IV I -COAC. 7RAA15. A -MW@ @ S-0.0100 (MIN) NOTE: CONTPACTOP IS PESPONSIBLE FOP THE PEMOVAL & DISPOSAL OF ALL EXIST2,-NG TPEES NOT SPECIFICALLY CALLED OUT ON THESE PLANS, AS NECESSAPY TO PPOPEPLY CONSTPUCT THE PPOPOSED IMPPOVEMENTS. TOLL FREE A PUBLIC SERVICE BY 1-800-227--261 UNDERGROUND SERVICE ALERT Foll,= AMAV�Z7zff:�:.::� 191 11 rf , 4,:io,'.7,#4 U.1i'viii WOOL 0 AL; ll-LCAR-1 AlF. UP. Wl'. dZ' ARDWE BY GAS COWANY (7 SAAWT EXIST. PAWAS(T N �-- - 10JUR CUT & CaB PLAAE 02A0 0-21' MIN PER DEWIL CYV ADLWT TO GRADsI rE 10 -A[-LOrArE EXIST. FOWR POLE AA491OR ANCHORS BY E0150V 13 -R50kE & DISOMW EXIST. A.C. DD(E W�- &-AEW14 VE & DISCWxr EXIST. A.C. CHANWEL 16 -COWT. 6" CtFB & GUT7ER IER RIV CO S7V M &- CWT. AC OWMIW DRABV R RIV C19 S7V 306 PON TRANSPORTA 77ON DEPARTMENT Arare VED BY" KHALED A. OTHMAN, P.E. DA TE .C.E. 33950 EXP. 6-30-06 CWT, 4' GMI7E "V" DITCH PS? DETA 77 ON 9ff. T 1 25 RW & DISROSE OF EXIST. ACIAB TO BE ARCCA TO P&7 SIGVIW & SMrPM PLAN 40 1ASTALL 18" RCP g �k8)—WTALL 24' RUR 42 CMGT. hEADWALL PER CAL TRANS ST9 D69 WVE & DISW OF EXIST. 18" OF (44�4PLAOF 10 X110 52 - 114 TON RIP -RAP GWW SaM 45 CMT. W AV. I PD? R6FC0 S7Z7 W .051 45 PB-XA 7E BY 7a&�" COAFANY AaWT AW AXE TO 6PADE CL E VEL A ND SOECI& A 0 TE A VENUE MNSTRUCTION ACTIVITIES SHALL TAKE PLACE BROW M LIMITS OF GRADIAG DLE TO PIES -FACE OF EkOAA6970 SPECIES AA0109 SEAGITIVE HABITAT. GRAPHIC SCALE I"=40' --m- 40 20 0 40 80 20 ALBERT A. WEBB ASSOCIATES CML ENGINEERS 3788 MCCRAY ST. PIVERSIDE, CA. 92506 PH. it 686-1070 FX. (909) 788-1256 PPEPA RED 8 Y' C65078 DILESH P. SHETH DA TE osy um 0 AF SAWCUT LINE �EADER CUT E06E OF EXIST. FAVEMW EDGE OF PROP. FAVEAENT COUN T Y OF PI VEPSIDE ovwt29 WO. #000473 SnEET AMMOU PL40 LA $AMA A MWE .R VEW LAAE to CLEMAW A VBWE STA W+00.00 to STA 122#27.87 RWRA-film n rim !Wt '11 ! it '' IIIL" ' -AlllllL I i •'1NSUr DOLELE YEELLONr 1E" GALTROIS aET41L 2? G)— PAINT 4" WITE S77?IPE PER CAL 777ANS DETAIL 12 < REAVVE G 1 0rAI IIx POST 3 I,. IASTALLAEW SIGV ff ff PER PLAN) '7 APPLY " %ix PER x s ,: 6-37 38 1, 8' SOLID x PER TRW fr APPLY@ 39 x, ;Ix W 99I;. 11 CAL TRAAG LETAIL TYPE IV PAINT .I r. PER CAL 7RAAGDETAIL 42 PADVT 4'14' YELLOW S7771PFE PER CAL TAAW DETAIL 29 PAINT 9XID 4 WHITE STRff STRIPING GENERAL NOTES: 1. TRAFFIC STRIPES, PAVEMENT NARKINGS AND DELINEATORS PER CALTRANS TRAFFIC MANUAL, MAINTENENCE MANUAL, i PLANS AND 57D.EDITION. 2. ALL SIGNS I BE INSTALLED t i POSTS.r SIZE UALESS OTHERWISE I I ON PLANS. MARKINGS3. ALL STRIPES SIGNS AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR PAVEMENT MARKINGS SHALL MATCH COUNTY STENCILS EXACTLY. ALL STRIPING AND R,NS STANDARD PLANS DETAILS. CONFLICTING4. ALL 1 1 AND PAVEMENT MARKINGSBE REMOVED Y SANDBLASTING. CONFLICTINGREMOVED. REMOVALS ,,, OF SIGNS AND MARKINGS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. us f ,1 . r# IR Ir xrsl I I f. ALL REMOVED i AND DELIVERED TO THE COUNTYYARD AS DIRECTED BY COUNTYTHE l '' ON THE JOB SITE. MEMO' /28 r 1� �Y+�T�.Zflfli r r BE REMOVED ORCHA RD VIE W OF STREET DEMO PER SPEET IMPROVEMENT PLANS FOR 1 SIERRA AVE.. rj VIEW LANE TO CLEVELAND AVENUE w VERA L NO TES: t L WORK SHALL CONFORM TO THE CURRENT REQUIREMENTS OF THE COUNTY OF IVERSIDE TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND wECIFICATIONS,COUNTYORDINANCE O 46 D SUBSEQUENTAMENDMENTS. RESPONSIBILITYT SHALL BE THE OF DEVELOPER OR CONTRACTOR TO, fR AN ENCROACHMENT PERMIT FOR ALL WORK PREFORMED WITHIN THE COUNTY IGHT-OF-WAY. GRAPHICA A AT mb 40 20 0 40 80 120 r j 0 m ?26A -104 60( TAPEP C 3 OF -WAY ECT THE um �rif pIC44T- _::�_ ---- 3 A�r NOT FEFk q 08493 V) IN PLIACE- IT 01 py_!�.I I's EXIST0 - SEQ 11 _0I , WAY EX SIG PIGH-T-OF 31 �g �91T 1�11 Yom 10 r MATCH TO EXISTING EX RIW 4 EDGE S TRIPE 3 Eo' 6A 00000, lu !x lu 110 SURVEY CA lam 106 COAGTCIL 107 109 198 7% o X p26A EX DIKE r3 PAW DNE R26A 3 EX. SIGN pz 3 31 30 o EX. 4" WHITE EDGE STRIPE W7A WILL BE REMOVED AS PART o OF .STREET DEMO PER SKEET IMPROVEMENT PLANS FOR LA SIERRA AVE. -ORCHARD VIEW LANE TO CLEVELAND AVENUE LA S%IERRA VENUE Ac;SMO pRa00SE9 pROVEWNTS By TR 28493 ARE IN PLACE. THE R16HT-OF-WAY 910A'�� EX STOP BAR 6 "STOP" LEGEND WILL BE IS EXISTI16. IT DOES NOTRF RFLCT TW REMOVED AS PART OF STREET DEMO PER RIGHT-OF-WAy pp6poSED BY TR -784-93. 600' TAPERSTREET IMPROVEMENT PLANS FOR LA SIERRA EX SIGN) VE. - ORCHARD VIEW LANE TO CLEVELAND AVE. W7A ___ --- 116+00- I EX i ?YM 3 �_6A 31 7:Z 423' TAPER n3l A VENUE EX SIGN RI EX SIGN P5 EX SIGN W7A j(;2Av v 3 R \T\, 3 RT 3 RIB co 41 GN WZ TYPE N RIB -X SIGN (CL E VEL A ND A VE) EX. 4" WHITE EDGE STRIPE WILL BE REMOVED AS PART OF STREET DEMO PER SPEET IMPROVEMENT PLANS FORLA SIERRA ORCHARD VIEW I - A VENUE CONS, TRUCTION NOTES PROP. u ;Z i�_ 29 WMVE & AELOCATE EXIST, SINN & AETAL �FOLE 30 ( PAINT 4" SOLID DME YELLOW STRIPE PER CALTR DETAIL 22 PAINT 4"14" YaLOW ST91PE PER CAL TRANS DETAIL 2Y X (31— PA.DVT 4" W17E STRIPE PEE CAL TRANS DETAIL 12 32 PAINT 4" SOLID kHI7E E06alAE PER CALTR466 OETAlL 278 R9VVE & fELOCATE OfV AEW 4'7x4- AM POST 34 54AIXAST EXIST 1W STRIPIM 35 INSTALL AEN SbGV (TYPE PER PLAN) 36 APPLY 7MA01ASTIC "STOP' L566V PER CAL TRANS FIGLFE 6-40 37 PAINT 12' NHI7E LIMIT LlAE PER CALTRAAS FIRAE &-37 38 PAINT 8' SCLID WH17E STRIP PER CAL NS DETAIL 39 (24-- APPLY niSWILASTIC 7ZM'ARWN FER CAL7R06 DETAIL TYFE IV GRAPHIC SCALE I"=40' 40 PAINT TA59-NAY LEFT nM LAAE FER CAL TAAAG DETAIL 32 41 PAINT LAAE a9OP M*KIW PER CAL MAAG DETAIL 378 40 20 0 40 80 120 REVISIONS APPR DATE REVIEWED/CONCURRED ALBERT A. *WEBB ASSOCIATES APPROVED LAWRENCE TAI, COUNTY TRAFFIC ENGINEER DATE obd444 &<01K 51121bel DILESH R. SHETH DATE DRAWN BY CHECKED BY WILLIAM MORGAN, TRAFFIC OPERATIONS DATE DESIGNED BY: DRAWN BY. DBY: SIGN LACE RECOMMENDED BY: DATE: GEORGE A. JOHNSON DIRECTOR OF TRANSPORTATION RCE No.42328 I 101MV 1 WORK ORDER # B00473 SHEET NUMBER 6 OF f zC-4-all ...... . ..... 0 LAKE- CPEST L)PIVE jill SHEE T 6 '4 a i --'".. Sly T 4 SHEET SHEETINDEX MAP SCALE* 11=400' 'S p PPOPCSED c d BLACKBUPN cr3 ct POAU W �4 i { i i SIGNING & STRIPING 1. ALL REQUIRED PAINT STRIPING, AND SIGNAGE SHALL BE PROVIDED AND INSTALLED BY THE: CONTRACTOR. r . ALL STRIPING AND PAVEMENT MARKING REMOVALS SHOWN ON `THE PLAN SHALL BE REMOVED BY SANDBLASTING OR GRINDING BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER. 3. THE LOCATION OF ALL SIGNS SHALL BE DETERMINED I 'THE FIELD BY THE ENGINEER.. I 4. DOUBLE YELLOW STRIPES SHALL HAVE A 3 INCH PAINTED BLACK LINE SEPARATING YELLOW LINES. 5. THERMOPLASTIC CROSSWALKS SHALL HAVE 10 FEET BETWEEN '12 INCH YELLOW STRIPES. i 5. TURN ARROWS SHALL BE LOCATED AT THE BEGINNING OF THE TURN POCKET AND AS SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER. i 7. SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON THE PLAN. SALVAGED SIGNS SHALL BE DELIVERED TO THE RIVERSIDE COUNTY MAINTENANCE YARD, 2950 WASHINGTON STREET, RIVERSIDE, CA„ { S. ALL STRIPING AND SINNING SHALL BE CONFORM TO CALTRANS TRAFFIC MANUAL D CALTRANS STANDARD PLANS. Ar �leTfC3t��'t?rte Wi1WWWY 1 „��� Ii1MWYY 1 1 WORKING l` i �■ ,,DAYS BEFORE 1 YOU DIG r ♦ X IM ! i � f OPCHA PD VIEW GENERAL 1. ALL MATERIAL iy. X <° i SHALL . CONFORM 1999 *- . D# OF THE PLANS AND SPECIFICIATIONS OF THE STATE OF CALIFORNIA ELOCATIONS A #TRANSPORTATION 2. R , #.. ALL UNDERGROUND i !#.., ♦ i APPROXIMATE. Mfr.. ii THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY ♦ R ALL UNDERGROUND THE CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERGROUND ALERT AT (800) 227-2600. 3. SEE CALTRANS STANDARD PLANS A10A & A108 FOR SYMBOLS AND ABBREVIATIONS. ii' rii♦ t PRIVATELY 1r:: . ♦ E OWNED IMPROVEMENTS t PUBLIC M: a !, OF ,♦ SHALL BE PROCTECTED OR REPLACED IF DAMAGED, AS DIRECTED BY THE 5. CONTRACTOR LICENSE CLASS A OR C12 IS REQUIRED. RECOM TENDED: KNTX • X CHARLES .i X LEY, DATE: d. ♦ 1GER MIt 71 o DATE: - ii ����� # ! 7 # Y.. Ik 1111 � r0 ECT MANAGER DATE: DIRECTOR 0 TRANSPORTATION Ar i / APPROVED *:at l 1. .ALBERTA. WEB *` ASSOCLITES CIWL ENGINEERS 3 788 y * y • f* 686-1070 *I*788-1256 m 1 "" A TITLE SHEET NOTES, QUNATITY ESTIMATES RETAINING 4 PROFILE AND R r A STREET SECTIONS .. is LAN , PROFILE » i 0 STORM DRAINPROFILE 11-14 SIGNING , STRIPING ::t PLAN 15 LAKE CREST TRAFFIC SIGNAL PLAN 16 BLACKBURN TRAFFIC i --fly i iVEY Ir! FIELD BOOK i! r A it CAD FILENAME 901 gnomon I x__ I i _ � ♦ SERCRAL MOTES: 1. ALL M4 7ERIALAAV AOI SHALL COAFORM J sws EDITIOV OF M PLANS AAC SPECIFIC4 TIMOF 6F CALIFORNIADSDARTAEVTOF TRANSPORTATION J. RIVER51DE COUNTRYJJaJ COI AND w CONSERVAJ DIS7RICr J, J<w Jw; w w J wJ,J wwJ /,.f� AAO PSECIFICA Jl i S. 2. LXATION5 J,. tAWRGROLM UTILITIES AFEs "J # w • /'" SqALL LE7EWILOCATION J VERIFYJ J J ON /. SITE PRIOR TO COA06ACING WORK. 77E CONTRACTOR AG�EES TO BE RLLY RESPOAGIBLE FOR ANY J ALL DAMAGES WHICH MIGHT 6E OCCAS10069 BY HIS FAILLW TO EXACTLY LOCATE ALL 00AI9 COWANZES AT LEAST 48 hOURS ADVANCEOF EXCAVATION. CALL LNEWROIAO SERVICE ALERT A T (800) 227-a500. 3. SEE CAL w` t STAAVARO PLANSJ w" FOR SYN90L AA19 ABBREVIATIOVl 4. EXITING PRIVA TEL Y OMAED I*ROVEWJV7S OW RBLIC ' J PROTECMD OR �EPLACED 1F DAMAGED, AS D1RECTED i x 5. CONTRACTOR L It C12 REGLIffED. J•" �� J w•w J �, i :' J,w J • sJ +J IY'YI�jY1�� ■ I YM�InY��I, PPOPOSED BLACKBUPN sO,j EARTHWORK sO# QUANTITY A / 44,700 CU. YDS.JJJ SOILSTHE ABOVE OUANTITIES DO NOT REFLECT ANY SHREWAGE, SWELLING, SU!9SIDENCE, OVER EXCAVATION OR ANY SPECIAL CONDITIONS THAT MAY BE. SPECIFIED IN THE PRELIMINARY AEPORT AND / ,. aw FOP REFERENCE AND PURPOSES :.. RESPONSIBILITYCANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR DU91AIG GRADIA4 OPERATIONS, NOR CAN THE ENGIAEEP GUARANTEE THE EXACT SOIL CONDITION OVEP ThE ENTIPE SITE, THE ENGINEER ASSUMES NO QUANTITIES. THE COVTRACTOR SHALL BE RESPONSIBLE FOP DETERMINIA6 HIS OWN EARTHWORK OUANTITIEs Fop 81901 CONTRACT NQ CONSTRUCTION PLIRPOSES. IF IT APPEARS 1i w A w fP Ho w ,GE t MATERIAL, w a .w a f; F. '. NOTIFY THE ENGINEER # + I yy w 1GRADE ADJUSTMENTS CAN BE MADE TO ALLEVIATE / MATERIAL EXCESS OP SHORT4GE. NOTICE TO CONTRACTOR- /LOCATIONSPi /UTILITIESPIPES, / / / SERVICE a +r.� Yr a s a E/ BY a REVIEW j t w.... xI Ys/ /:.. / BY MEMBER AGENCIES1 ARE APPROXIMATEw OWAER /s s ASSLAIES ANY RESPONSIBILITY FOR UTILITIES Ak7T SHCQN OP NOT IN f[ -IE OCA / SHOWN. THE CGIVTPACTOP IS PEOUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECCRO OR NOT SHOWN ON THESE PLANS. LOCATIONS OF UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR♦ COMMENCEWNT OF CONSTRUCTION. CALL UNDEPGROUND SERVICE# .. j .J♦ AT LEAST 2 WORKING DAYS PRIOR TO EXCAVATION. THE QUANTITY ESTIMATE SHOWN HEREON IS FOP THE USE OF GOVERNING AGENCIES IN DETEPMINING BOA49 AMOUNTS / tP FEES AND IS NOTBE / FOR BID PURPOSES. Y /, BASIS OF BEARINGS: BEARINGS APE BASED ON THE SOUTH LIAE OF SECTION 31 T.3S., P.5W. AS BEING N. 88 *43'15 "N. AS SHOWV ON RECOPD OF SUPVEY 105111-15, PECORDS OF RIVERSIDE /CALIFORNIA. ACTUAL SPACM & LOCATIOV► gp DEPEAVIM 01V ACTUAL COAVITZOI`6 r f'" OF OPE P�ESTAESSING STEEL 'J J" < StWACE HARDWAiF PER REC0*F_A(DATI01V BY LEIGHTOYV AND ASSOCIATES i J kTOE OF SLOPE ROCK SOL TING OF SLOPE FACE DETAIL .. *' > TO 53+75� STA. x.. +25 TO 57+00 M MIMI t I I �k t ` + j , s r x /� rf . 1. .'i" � R � r I ` ,t ". :. r x .... � • � a 4 � > / / 1 e / s J X 41715 ENTERPRISE CIRCLE-... 'f PH. 909-2.96-0539, FAX 909-296-0534 PER06EOTECHVICAL EVALUATI61V PLAN w wRJwJ / WIL006 J w w wx J : ' , ROAD l / Af/ A " '",ti /,' 1 COI, CALIFORIPROLECT A10. 990118—", /;.Wi. of x+71 LACE WREST f SHEET 7 SHEET 8 ~` DRIVE '..... SHEET 9 OPCNAPD VIEW cn - SHEET 6 LANE SHEET 5 INDEX MAP NT SCALE 1'=400' WIDTH OF AEDGE PLAAE GRIAD �jc 8't 021' MZNc g OVERLAY `` HEAL`ER CUT tw DEPTH J TRANSITION J DEPTHJ J' EACH SIDE l' / EXIST. PLAN 4 " GG UNIT TE _ EXIST. GROUND or 1.5 ` 12 " PVC PER PLAN 25 DETAIL YA -10 2 24 NTS STA. 2.2+00 TO 23+50, STA. 29+50 TO 33+75 STA. 45+75 TO 50+25, STA, 63+25 TO 67+00 STA® 74+75 TO 77+.25, .STA. 77+25 TO 79+25 STA. 80+00 TO 81+50 0.67' 1-#4 BAR 1-#4 BAR EACH SIDE OF PIPE S MIN FROM' EDGE ry 3, ... FINISH 4 ` ` S=0,0100 MIN SURFACE =° F _e- a -- CONC. PIPE Y COLLAR CLASS °B °d CCNG. 1-#4 BAR {MIN TYP SECTION -qyA`q-fpAfy NTS ELBLI � 10, P� ;�STRA16 GRADE BREAK {0, COUNTY OF P s l TRAASPOWATM DWAWA99ff r.. l / KHALED A. OTHMAN, P.E. 1A TE xFOR DEPTH OF 1.5' TRANSITION TO DEPTH OF 1 '$ 10 ' EACH SIDE OF PIPE 1 1F2°1° 4 " GUNI TE EXIST. GROUND I' or 1.5'# 1E" PVC PER PLAN riwl • w , a RESPONSIBIUTY IN THE AREA OF ` FACLITES SUPERVISION1. CONTRACTOR SHALL POTHOLE MWD PIPELINE UNDER METROPOLITANS O VERIFY THE ACTUAL ELEVATIONOF THE OF PIPELINE BASEDON PROJECT DATUMAHEN POTHOLING OR E)(CAVATING, NO POWER EGUIPMENT (INCLUDINGB'x i ;: USED WITHIN 2 FEET OF PIPE. ONLY HAND EQUIPMENT MAY BE USED. 2. ANY CONSTRUCTION EQUIPMENT THAT WTI L IMPOSE LOADS GREATER THAN AASHTO H-20 WILL NO BE ALLOWED TO OPERATE WITHIN 30 FEET OF THE CENTERLINE OF OUR PIPELINE. METROPOLITAN WILL NOT PERMIT PROCEDURES THAT COULD SUBJECTTHE PIPE TO EXCESSIVE IMPACT OR VIBRATOR LOADS. 3. THE CONTRACTOR SHALL NOTIFY MR. JOE MIRONE OF MWD WATER SYSTEM CPERATION GROUP:, TEL64CW (909) 776-2664, AT LEAST TWO WORKING 13AYS PRIOR TO STARTING ANY WORK IN THE AREA OF MWD FACILITIES. S09 35 in DffECTION OF FLOW DETAIL r ' 062-D PLAAEMEDGE PRLEXIST. BE GRID —' OR S 021 ' --- MIN. --- EXIST .CURB & GUTTER CUT OR COLD PLANE ASG tNA NTS % R. 6W. SECTION w T,3S, "" Yr SECTION 31 T.3S, R.5W. SECTION I T.4S: NTS MS 4 ALBERT A. WEBB A�'_YSOCIATES w a W COUNTY OF RIVERSME CIVIL ENGINEERS w' J w J; s w, w J, J TOP l !! J ♦ OF CUIAT Pf • w' • • • t i / J J J: : . J Yrre J w w COMER J J �,� J.. I s , STREET r'OVEMENT PLANS' of PREPa l NIA NIA J /a TE I III .:: I I ■ I I _ wi i i Iii � I A. NOTE VIII : i I ■II J:COUNTY OF s sSIDE ALBERT £: ASSOCIATES COUNTY OF PIVEPSIDESHEET NO. PLANS r c s # s: ri< OCONTAINED Ill. Wa #800473 SHALL NOT COMMENCE UNTIL ANr SEE SHEET NO. I APPPOVED BY* 3788 MCCPAY 92506 STREET .... MENT PLANS i :ENCi'PERMITNT ii A IN m i MIT 4ISSUED. —1256i r sr FOR 2 --A L � t LA MMA A { x :KHALED A. OThMAN, P.E. f w ■DRORLE a f i l ii i PED B Y' C65078 SCALE' l Jr r I>~ PECOMMENDED _.._, .t;7,. it ... TE .. :. TOLL FREE A PUBLIC SEVICE BY 1-800-227-261 UNDERGROUND SERVICE ALERT "41 M Rjff-1 TA Fj&fjCMZ9ZjZJ F8Mj No man P192zm F=f t 10=10 =1 MMIQLI I 9-= NOTE: INSTALL ROCK AA0JOW PER LEIGHTON AAV ASSX. RECOOCAVA TIM BETWEDV STA. 26+50 TO 29+50, PER ROCK ANalOR DETAIL ON Shff T A10. I NOTE: CONST. GNITE 7" DITCH PER DETAIL 'A" ON SfEET A10. 1, BETAFEW STA. 22+00 TO 23+50. TNANSPORTA TOM DEPARTMEW APPPOVED BY* 4$c&w aPwror *A* KHALED A. OTHMAN, P.E. DA TE R.C.E. 33950 EXP. 6-30-06 RECOMMENDED D1 TE CONSTRUCTION NOTES PLACE 0.42' AC OVER 0.50AB 97 6ErWICAL P006PT 3 Gy2 — ACIAB R91OVE- DISq95E & R5RACE NITH 0.42 * AC OVER 0.50' AB — 0*7LA Y EXIST. PA WAENT 021 5 — COAGT AC DRIVEWAY APPROACH PER AIV CO STO " 0207H PER PLAN 7 MT. 6' AC DNE PER RIV. CO. S7V. 212 (D* 12 (28 — COAGT. AC OVEMIDE DRADV PER RIV. CO. STD. 306 t 5AAUff EXIST. P4*7fNT 13 — �EADER CUT CR CMD FLAAE 6RM 021' MIN PER DETAlL ON &EET 1 AOWT TO C4KE Fa0CA7E TO BEHBO EEre: ICLRB FACE WITHIN RIM BY CONTRACTOR REMOVE EXISTlAG P4*7fNr AND BASE KA7WAL, 6RADE, PLACE 0.42 AC OWR 0.50' A6 ALBERT A. WEBB AiSSOCIATES CIVIL ENGINEERS SEE SHEET NO. 1 3788 MCCRAY ST. RIVERSIDE, CA. 92506 PH. (909) 686-1070 FX. (909) 786-1256 A40W. A9% PREPA PED BY' P.C.E., NO. C65078 SCALE: DA TE REMOVE & DISF09E EXlST. A.C. DIRE CM6T. 4" GLAT7E *V* DITOV PER LETAIL OV 9iff T I CM6T 12 " PW (SLR 35) Pff F Rt r' PER CAL TAAW S7V D87A TYPE 2 (AWlTIED PER DETAIL OV 9-EET 1) COA6T. PIPE DONCRAIJV a17LET PER DETAIL OV ShEET 1) 0 39 WTALL STFkET LIGHT PER RIV CV SU 1000 & PER APPROVEE S7PUT L16HT PLAN — BSTALL 36' OF (SEEE PROFILE 5HT AV. 10) qf y— 6T IF"ALL PER CALTRA'AS SU D89 43 CLWT COAC CCLLAR PER RCFCD S7V NW3 AMVE & DISq95F CF EXIST. 18*136"148" CAP 45 PLACE JO)dO%?' 114 T6VV AD:'-R4P GRX70 SaM 51 BASTALL AETAL BEAN GU7AIL FS CAL7RAG O R ASTA77A Th26Y A77N D— AR9 55 �ELOCAhF TO BEHM 9N1UFB FACE NITH2N RIV BY 7FL6%W-:' COPANY 56 RELOCATE TO BENZW 89NIaM FACE MITHIN RIW BY *W rt A&WT AfAAFaE TO 6RALE MS 3774 COUNTY OF RIVERSIDE "901" wa #soo473 STREET MPROVEMENT PLANS FOR LA SERRA AVENE STA 14#39.32 TO STA 27#W00 Wffmr�� HORIZ : 1 "=40' A ZM+l%;L OT UNDERGROUND SERVICE ALERT MM W47LO On 40, 1 MUMMM 1� ffm�� NOTE: MAU. GWI7E "V" DITCH PER DETAIL W 6N S4EET A10. 1, BETWEN STA. 29+50 TO 33+75. NOTE: INSTALL ROCK AACHMS PER LEI6HTON AAC ASSOC R0044EAVATRW BETNEEN26+50 TO 29+50, PER RXK AAChUR DETAIL ON SI-EET MO. I COUNTY OF PIVEPSIDE 7RANSPORITA 77ON DEPARTMEW APPPOVED BY* 4b KHALED A. OTHMAN, P.E. DA TE om AP M FLACE 0 -42' AC OVER 0.50' AB FER 6MEMCAL P49709T ACIAB �VVVF, 09�OW & FSOLACE MI774 0.4,2' AC OVER 0.50' AB 3 -,-rf --Y EXIST. FA*-WNT 021'MDV COAST. TYPE A-6 aM G SMER PD7 RIV. CO. SM M (AWIFIED CUR kEIGHTS A07ED r /, iai M6" AC ME PER RIV. CO. SM. 212 0 8 G� — COWT. AC OVERSIDE DRADV PER RIV. CO. STD. 12 &11 — SANCUT, FOOVE & DISPOW OF EXIST. am &GUT7ER — SAhWT EXIST. FAVEWNT 15 &13 — �EADER alT OR COf-D FLAAE 6RM9 021' MIN PER DETAIL ON ff T 1 — PR07ECT lJV FLACE 6 — RELIZVE EXIST. PO)VER POLE BY MISOV F6WVE EWISTIAG FA*-Al9VT M9 845E AMTERIAL. GRALE FLACE 0.42' AC OVER 0.50'AB ALBERT A. � ClWL ENGINEERS 3788 MCCRA Y ST. RIVERSIDE: CA. 92506 PH. 1 (909) 686-1070 FX. (909) 788-1256 F -1111 -IMM., owok 04% PPEPA PED 8Y.' P.C.E. NO. 055078 SCALE: DATE A1121011 I H.' 1" 40; V, 2? REMW & DI -910,W EXIST. A.C. DME 24 COAST. 4" GNITE W DIMH PER LETAIL OV S�ff`T I COAST 12" PVC (5OR 35) PIPE DaWMAIN PS? CALTRAW SW D67A TYPE 2 #WlFIW FER LLFTAIL 6Af SI-EET 1) COAST. PffF DOMM11V aflLET PER LFTAIL M SWEET 1) 39 INSTALL SMEET L16HT PER RIV. CO SM. 1000 & PER APPAMO SMEET LMqT PLAN WTALL 46" CAP (SEE PROFILE SHT. A10. 10) ( 42 �� COAGT HEADWALL FER CALMANS SM. D89 43 COAST CM COLLAR PER RMCD SM AW3 44 RSWVE & DISROSE OF EXIST. 18"136"148' aP 45 PLACE 10)(10)(2' 114 TM RIP -RAP OWED SOLID 51 AGTALL AETAL BEW GUMML PER C40AWAG SM. A77A ThRX16H A77N 55 AEOWE 70 rYBC rWMM FACE NITH17V RIW BY 7ELMOE COAFANY I 1�1 al RELOWE TO BEHM WWIUM FACE t/IrHlAf RIW BY EDISON 50 AaWT AWAHZE TO pr. ADE MS 3774 PIVEPSIDSHEET NO. COUNTY OF E IP990129 WO. #800473 sTREEr mwRovEww PLAms FOR LA SEMA A MW A STA 27#W00 TO STA 39#W.00 Q� 14z-f--Toj 53#00 54#001 F No 507N A A alvals 0 NOTE: IAGTALL ROCK AACHORS PER LEIGHTON AAO AS50C. lFC0*00ATION BE7WEEN STA. 50+25 TO 53+75 6 STA. 54+25 TO 57+00, PER ROO( DETAIL ON ShffTW. I COUNTY OF PIVEPSIDE TRA A WOR TA 7 70M DEPA R 7 A fE N T APPPOVED BY* KHALED A. OTHMAN, P.E. DA TE R.C.E. 33950 EXP. 6-30-06 RECOMMENDED D4 TE PLACE 0.42' AC OVER O -W * AB PER GEOWWWAL REFORT (2)-- ACIAB FBVW- DEWSE G W-FLACE WITH 0.42' AC OVER 0.50' AB OW7LAY E-XIST. PA*7ENT 021' MIN 8 Q—7 COAST. 6" AC DB(E PS7 RIV. CO. S7V. 212 COAST. AC O*-RSZF DRABV PD? RIV. CO STO. SAWCUr EXIST. PAVSWNT (,L3� WALER alT OR COLD FLAAE GRIAO 021 - MBV PER LETAIL ON &EET J WMVE EXISTING PAW91&ff AAD BASE MWERIAL, Gq4DE, PLACE 0,42' AC OVER 0.50 AB @— Mr. 1EADWALL PS? CAURANS S7V D99 43 COAST MW COLLAR PER PEF0 S7Z7 A903 4.FDVVE & DlST5E OF EXIST. 18*136'14•:.s' ' OF 4PLACE 10)(10k?' t14 70V 07 -RAP 90MED SaM COAST. DRP Bi�ff TYPE X PS9 RCRU SW R. &*47 — ASTALL 18' OF (SEE PRWILE 5HT. AV. 10) (51)= WTALL *7AL QEAq 6YJAMCMlL PQ CALTRUS WMW & DISPOSE EXIST. A.C. DlKE STD. A77A THUAW A77N COAST. 4GthVI7E 'V" DITCH P07 DETAIL DIV S4EET I @)--FROWE To B&lw Bair 1aM FACE NITHR RIW BY 7aEPHOAE COWANY COAST. 12* PVC (MR 35) PPE DWMI?V PER CALTRANS @�— AaWT WHOLE TO GRADE COAST PIPE DWORA17V GRLET PER DETAIL 6W 5�ffT I IWALL STREEET LIGHT P89 RIV. 09 ST9. 1000 & PER APPR%EV ShEET LIGHT PLAI ALBERT A. WEBB ASSOCIATES CIM ENGINEERS 3788 MCCRA Y ST. RIVERSZDE, CA. 92506 PH. (909) 686-1070 FX. (1909) 788-1256 PREPARE_) BY.' P.C.E. NO. 065078 DA TE SCALE' COUNTY OF RIVERSIDE P990129 Wa #800473 STREET AVROVEMENT PLAAW FOR LA SAWRA A VEAW SrA 50#50.00 TO STA 62OW00 TOLL FREE A PUBLIC SEVICE BY 1-800-227--261 UNDERGROUND SERVICE ALERT r."T"RUNT31 r T-NAM mr - I m IST.- mrmr ."Eff m Ell BERM COW. GNITE "V" DITCH P59 DETAIL "A OV SWET AV. 4 BENEEN C STA. 77+25 TO 19 -ti AASTA. 80+00 TO B1+50. COUNTY OF PIVEPSIDE TRAMPORTA TION DEPARTUBVT APPPOVED BY* A Is A% KHALED A. OTHMAN,1.: TE M'.C.E. 33950 EXP. 6-30-06 RECOMMENDED DA TE 1.1 �_ 4 -, �_, �� kRIGHT DIKE L OF H Y&PA L) GER G 10 13 #05 28" TA L L A TION PER L EIGH TON ID ASS0C. REC6WENDA Emu L=2W.87* -006 T=134. AO' pRul-7. W. 11990118 4,d V, CONSTRUCTION NOTES D I PLACE 0.42' AC OVLW 0.50' AB PER 0070hWICAL POPORT 7 ACIAB FBOVE. DISDOW & REPLACE WITH 0.42' AC OVER 0.50' AB 3 &_ OWALAY EXIST. P4*7,ENT 02f' KDV G_ CMST TYPE A-6 CtFR & Gt/T TER PER RIV CO S7V M AW.FlEg ClLiR9 kEIGHTS AOTED ON PLAN) 07 7 COAST. 6" AC DIKE P57 RIV. CO. ST9. 212 MT. AC 0VER5ME BRAD PER RIV. CO. STD. 306 @q- 12 SAAU/T EXIST. PAVEMENT AD,,WT TO CRADE 15 — PROTECT IN PLACE @7 �– FaOCA 7E TO a9lIAV BERVIaM FACE IVITHN R1W BY 0NTRACTOR ASWVE EXISTIAG PAWEAEW AA19 845E MWERIAL, GWE aACE 0.42'AC OVXP- �--AB— ALBERT A. WEBB ASSOCIATES BEM OWL ENGINEERS DESEE SHEET NO. 1 3788 MCCRA Y ST PIVERSI, CA. 92506 PH. (909) 686-1070 FX (909) 788-1256 o%d9.A< SK6A PREPARED BY' P.C.E. NO. C65078 SCALE: 1"=40 DA TE -1-7 & V! ?-I— H: V, COWT. LXAL D50AESSION FER RIV. CO. SA9. 311 05F V7 RENOW & DPY0,5E EXIST. A.C. DIKE 24 WNST. 4" GLOV17E W DITOV P67 LETAIL OV S�CE*T I CMGT. 12" PVC (SW 35) PIPE DOWMBV PER CAL 7RANS SW D87A TYPE 2 AWYM PS? tL ON Slf ET V MT. PIPE rWMDV OUR -E7 PiR LETAB_ ON S�EET 1 39 IWALL STREET LI6HT PSR RIV CO STO 1000 & P87 APPROlU STREET LIGHT PLAN 42 CMGT. 1EADWALL PER CAURANS STD. D89 @ 43 COWT COAC COLLAR PER FtTW STD. M903 ) FOOVE & DISCVW OF EXIST. 18-13,6-148- OF e�45 PLACE 10)(10k?' 114 701V *• x* GRW7W SOLM _X_ COW. DcXP BtET TYPE X PER PZFCD 57V C8108 (Fy- 7 B67ALL 18* OF (SEE PWlLE 9ir. AO. 10) 40- COW. C8 PS? RCFCD SA9. C8100 @)4 CONST, W NO. I P07 RCFCD STD. MI -2,51 50 1AISTALL .30" aP INSTALL METAL BEAN GIJA%9A]7 PER CAL TRANS S7D. A77A T40" A77N RLI-XA TF TO BEHIAV BEWCUB FACE NITHIN RIM BY TBLEWZE ClOWANY 60 ADLWT MAAWE TO GRADE MS 3774 AmMwl I i I'll Ili COUNTY OF RIVERSIDE "90129 WO. #800473 STREET MIPROVEWNT PLANS FOR LA SERRA A VEMN STA 73#W.00 TO STA a4#OO.00 M 2 ro. 1;=$ f 1*10�z mol!j FW Ap TO-TTow AMW♦I 4w M� r� C Offi? 0.50' AB PER 607ENVICAL aTMT DISREE & &STLACE WITH 0.42 ' AC OVER OM"' AB tl� PAVEM9VT 021' MDV ME fER ATV CO SM 212 PA VEMENT COLD R -AAE 6RM 021 ' MTV PER DETAIL IN -9iRT I 1DE �AX F,T GRAPHIC SCALE �Em Ap"A!:,oAp A A4 APPPOVED BY* rp KHALED A. OTHMAN,DA TE R.C.E. 33950 EXP. 6-30-06 olk ALBERT A. WEBB ASSOCIATES CML ENGINEERS 3788 MCCRA Y ST. RIVERSIDE, CA. 92506 PH. (909) 686-1070 FX (909) 788-1256 9ug4z A404A PREPARED BY* P.C.E. NO. C65078 DA TE S1121clef UX EXIST. A.C. DNE TIE "V" Mal PER DETAIL CN 9ffT I I? EMAL-10 P31r—IMM §&-L78FA Mi 2 WMED P&? DETAIL ON &&L71 26 MT. r f DWMAM aaET PM DETAIL ON S�ff T I 39 WTALL STAEET LMT P!W RIV. CV SM 1000 & PER APPROVED STAEET LI6HT PLAN 42 COWT. �EAOWALL PER CAURAW SM. D89 43 COW. 1W. CMLAR FER R090 SM AW3 44 RMVE & DISROSE CF EXIST. 18"136'W 0F 45 PLACE IOX10)(2' 114 710W RDII-W M/70 5OLM 47 INSTALL 18" CW (SEE PRWILE 5HT. A10. 10) 51 INSTALL AETAL 6EAM GUMORAIL PER CALTRANS SM A77A nMM A771V 56 �ELOWE TO BEHM BERICUB FACEMITHM R1W BY ADWST MAAHZE TO &9ALF SCALE` H.' 11=40' V. 11=4 COUNTY OF RIVERSIDE "90129 wo. #800473 STREET AVROVENFAff P"MS FOR L A SERRA A VEN M STA 84#00.00 TO STA 92#W54 El 0 0 !lf NVA Mms 7-'Y!Z, U 0 CONSTRUCTION NOTES.° QUANTITY ESTIMA PAINT 4* YELLOW ! , PER CAL NUNS LETAIL f PAINT r r PER CAL M4AS OETAIL 12 PAINT 4' SOLIO DRUE YELLOW S7RV:F PER CAL 7RAN5 DETAIL 22 " *S#,, M WITE ELWLAEPER CALMAN5 DETAIL►' 34 PAINT / r MITE LlAE 3 AFPLY r .rr i PER M STO r r 36 fr MWOPLASTIC TYPE IV 19 VI rr/' PER CAL 7RAAG i/°rr, PLAN A24A 3 MTALL SAGV OfV NEW , WOOD POST PER FLAN "VE AnXATE 1.N NEW 4*x4' MXig POST STRIPING A P & SIGNING NOTES: 1. TRAFFIC Ir r PAVEMENT MARKINUS MARK AND RAISED PAVEMENT MARKERS w r CAL TRANS TRAFFIC MANUAL, t t,i r# PLANS t Y SPECIFICATIONS, EDITION. 2. ALL SIGVS SHALL BE /<r# SIZE, UNLESS OTHERWISE / E ON PLANS. SHALLBE • # ON w w # POSTS WITH ANCHOP BLOCKS UAiLESS OTHERWISE NOTED ON PLANS. 3. ALL STRIPES, SIGNS AND PAVEMENT MARKINGS SHALL SE REFLECTORIZED. STENCILS FOR PAVEMENT * FEDERAL w STANDARD STENCILS EXACTLY. ALL STRIPING i MARKING t is MATCH CAL7RANS STANDARD PLANS DETAILS. 4. ALL CONFLICTING STRIPES AAC PAVEMENT MARKINGS SHALL BE PEMOVED BY SANDBLASTING OR GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL REMOVALS OF # MARKINGS SHALL BE THE PESPONSIBILITY OF DEVELOPER #p APPLICANT. 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MAPKING (IF ALLOWED) SHALL BE APPLIED # COATS.a, s SHALL APPLIED IN THERMOPLASTIC FORMAT UNLESS APPROVED OTHERWISE. COUNTY6. ALL PEMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YAAD AS DIRECTED BY THE " #'r ON THE JOB 7. RAISED PAVEMENT MARKERS SHALL BE FUPNISHED AND INSTALLED BY THE CONTRACTOP IN ACCORDANCE w DETAILS SHOWNON AND STRIPING w 1 INSTALLATION SHALL BE COMPLETE KITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. RAI EA TO BE INSTALLED ON ROADWAYS WITH 'EXPRESSWAY" OR .w .# ONLY. ONO" 4awn, m NO, w # s MI► 31 33 75'EL SOBRANTE ROAD 1� Sa,t OPCHAPD LANE I QMLMUI�- - NTS {yV (308 y kc —" Vd cp+� r r r , 31 •if 120' i( d f� STRIPING A P & SIGNING NOTES: 1. TRAFFIC Ir r PAVEMENT MARKINUS MARK AND RAISED PAVEMENT MARKERS w r CAL TRANS TRAFFIC MANUAL, t t,i r# PLANS t Y SPECIFICATIONS, EDITION. 2. ALL SIGVS SHALL BE /<r# SIZE, UNLESS OTHERWISE / E ON PLANS. SHALLBE • # ON w w # POSTS WITH ANCHOP BLOCKS UAiLESS OTHERWISE NOTED ON PLANS. 3. ALL STRIPES, SIGNS AND PAVEMENT MARKINGS SHALL SE REFLECTORIZED. STENCILS FOR PAVEMENT * FEDERAL w STANDARD STENCILS EXACTLY. ALL STRIPING i MARKING t is MATCH CAL7RANS STANDARD PLANS DETAILS. 4. ALL CONFLICTING STRIPES AAC PAVEMENT MARKINGS SHALL BE PEMOVED BY SANDBLASTING OR GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL REMOVALS OF # MARKINGS SHALL BE THE PESPONSIBILITY OF DEVELOPER #p APPLICANT. 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MAPKING (IF ALLOWED) SHALL BE APPLIED # COATS.a, s SHALL APPLIED IN THERMOPLASTIC FORMAT UNLESS APPROVED OTHERWISE. COUNTY6. ALL PEMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YAAD AS DIRECTED BY THE " #'r ON THE JOB 7. RAISED PAVEMENT MARKERS SHALL BE FUPNISHED AND INSTALLED BY THE CONTRACTOP IN ACCORDANCE w DETAILS SHOWNON AND STRIPING w 1 INSTALLATION SHALL BE COMPLETE KITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. RAI EA TO BE INSTALLED ON ROADWAYS WITH 'EXPRESSWAY" OR .w .# ONLY. ONO" 4awn, m NO, w # s MI► 31 33 75'EL SOBRANTE ROAD 1� Sa,t OPCHAPD LANE I QMLMUI�- - NTS {yV 31 @—29 PAINT 4" NHITE S7RffF P57 CAL 7RAN5 DETAIL 12 PAINT 4" SaID DaLBE YELLOW S7RIPE PER CAL TRAN5 DETAIL 22 3 PAINT a SIRIPE PER CAL TRAN5 DETAIL 37 BiSTALL SIGV DIV AEAf 4*x4" N= POST M? PLAN • (308 y kc —" Vd cp+� 31 120' i( d f� eA2. ® 23 COAGTRXTrON CIL ° _.__.. _.__.._ SURVEY CIL CNIJ ' 4somp 4mmmm- fammumm Q 31 �MMOOMMMAUNOW 3 3 31 @—29 PAINT 4" NHITE S7RffF P57 CAL 7RAN5 DETAIL 12 PAINT 4" SaID DaLBE YELLOW S7RIPE PER CAL TRAN5 DETAIL 22 3 PAINT a SIRIPE PER CAL TRAN5 DETAIL 37 BiSTALL SIGV DIV AEAf 4*x4" N= POST M? PLAN • rld Rr=1j1/IF PAINT 4' YELLOW S7R]PE PM CAL ThAAG DETAIL -V PAINT STRIPE PER CAL MUS GETAIL 12 PAINT 5MID DURE YELLOW SlRIPE SCAL TA 4 DETAIL PAINT 4* SOLID DMME YaLOW.. PER CAL w, * LETAIL , PAINT SOLIDAHVE s x PER TRANS DETAIL 39 34 PAINT ' 5M 3 APPLYx w, , AHITE r LIAE PER CAL TRAAG SM A24E 36 APPLY w / wt t, w , w. OR VI , MPER MUSSMAVARD PLAN A04A WW POST / x PLAN "VE & RELOrATE 61V hEW 4"x4" M" POSTs p, I L4 9 EXISTIAV R1W a S clid MNMMWMNWN EXISTING MINIM A. C. DIKE =MEN " � NEW__ W Wl 4 I PAINT 4 - YELLOW S7RlPF PER CAL 7RAAG LETAIL 32 PAINT 4 * WITE S7RlPF PER CAL MANS LETAIL 12 PAINT 4' SOLID DQUILE YELLDW STRlPF PER CAL TRAAG DETAIL -rP PAINT 4" SalD DUBLE YELLOW WRIPE P197 CAL TAAAG DETAIL 29 PAINT 4" SOLID AHITE EgGELIAE PER CAL MANS BETAIL 278 PAINT 8' 500V WITE STRIPE P57 CAL 7RUS DETAIL 39 PAINT 4" SaID W17E LIAF APR- Y T&7i�MASTIC 12" AHVE 50LID LIAE FER CAL M4W SM A24E APPLY 7WR4UPLASTIC TYPE IV M VI MMM PER CALTAWAG STAAVAR9 PLAN A24A IAGTALL SIGV ON AEN 4 * x 4 ' M70D POST PER PLAN NO"M 0 PAINTPAINT 4' MHITF STRIPE PER CAL 7R4A6 DETAIL 12 t AHVE 06ELIAE PER CAL TRANS LE INSTALL 01V WW POST PER P SOC SIGNING 6 STRIPING STSIpING TRIPING i _ INSTALL ALL N CONDUCTORS, i LOOP DETECTORS. m UNDERGROUND� 1N • --Ai A3 Ifflaatj[#W w -offlIw'n r , i I..... .. .. . fi R It J if Ali • t } i SERVICE POINT t49 K,' --f ■ •.. :EXISTING I.l. } 4 /t + j s ,0 Y 1* # • ■ �r SOME MODIFICATION REQUIRE ..OXAMMAM PEDESTRIAN Drr CIRCUITCONDUCTOR SCHEDULE } POLE B I= mi ..:.., VT-li= MOVEMENTS PER FUNCTION GENERAL NO .� ` TYP . I TYPE P CABINET. INSTALL TYPE 170 CONTROLLER IN NEW 332 CABINET. INSTALL 1 ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS w NEW FOUNDATION. ALSO INSTALL TYPE 170 MASTER CONTROLLER AND INSTALL OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) EQUIPMENTS SPECIFIED IN SPECIAL PROVISION TO PROVIDE FULLY FUNCTIONAL r STANDARD FLANS AND SPECIFICATION DATED JULY 1999, AND THE SPECIAL COMMUNICATION BETWEEN LA SIERRA/LAKE CREST AND LA SIERRA/BLACKBURN. PROVISIONS. REMOVE EXISTING FLASHING BEACON COMPLETELY AND INSTALL ON NEW 2. THE LOCATION OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE FOUNDATION AS SHOWN. WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL Q RELOCATE EXISTING SIGNAL HEADS AND IISNS TO NEW POLE. 10 RELOCATE EXISTING PED PUSH BUTTON TO NEW POLE. EXISTING UTILITIES PRIOR TO COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY RELOCATE EXISTING PED HEAD. 11 1 1/2-C & 6 PAIR #19 INTERCONNECT CABLE PER CONSTRUCTION HIS FAILURE TO EXACTLY LOCATE AND PRESERVE NAY AND ALL UNDERGROUND NOTE #12 ON LA SIERRA AVENUE AT BLACKBURN TRAFFIC SIGNAL UTILITIES. ® REMOVE EXISTING POLE FOUNDATION COMPLETELY AND BACKFILL MODIFICATION 'PIAN (INSTALL 2"C FOR ROADWAY CROSSINGS) 3. SEE CALTRANS STANDARD PLAN ES -1A AND ES -1B FOR SYMBOL AND ABBREVIATION TO 95% COMPACTION WITH CLASS II BASE. LEGEND, 12 RELOCATE EXISTING SIGNAL HEAD TO NEW POLE. [�]6 INSTALL NEW CONDUCTORS AND CABLE IN EXISTING CONDUIT, 4. ALL NEW CONDUIT SHALL BE 2■ UNLESS SHOWN OTHERWISE. 1 � FURNISH AND INSTALL 3M MODEL 722 OPTICOM DETECTOR PER ® INSTALL NEW CONDUIT, CONDUCTORS, AND CABLE. MANUFACTURER'S SPECIFICATIONS. 5. ALL PULL BOXES SHALL BE # 5 UNLESS SHOWN OTHERWISE. EXISTING TO REMAIN. 6. DETECTOR LOOPS LOCATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO SAWCUTTING. ALL LOOPS SHALL BE 6' DIAMETER UNLESS OTHERWISE SHOWN. LOOPS SHALL BE TESTED ®INSTALL SIGN AS SHOWN. AND APPROVED BEFORE FILLING SAWCUTS. REVIEWED/CONCURRED',�A T DVDrP A WL7DD , 7. ALL SALVAGE MATERIAL SHALL BE DELIVERED TO THE COUNTY YARD AS DIRECTED BY #14- B ■� 'm 12w #� MOON, U ulf U11019all m Am mmm mm _ m 4 m'm mmm mmmmmmr r r mmm` mm mmm I f i r mmm mmmm mmmm` ����� mmmm EMERGENCY PRE—EMpnON (4#20) mmm ONDUIT SIZE (INCH) INSTALL ALL N CONDUCTORS, i LOOP DETECTORS. m UNDERGROUND� 1N • --Ai A3 Ifflaatj[#W w -offlIw'n r , i I..... .. .. . fi R It J if Ali • t } i SERVICE POINT t49 K,' --f ■ •.. :EXISTING I.l. } 4 /t + j s ,0 Y 1* # • ■ �r SOME MODIFICATION REQUIRE ..OXAMMAM PEDESTRIAN Drr CONS m I= mi ..:.., VT-li= MOVEMENTS PER FUNCTION GENERAL NO .� ` TYP . I TYPE P CABINET. INSTALL TYPE 170 CONTROLLER IN NEW 332 CABINET. INSTALL 1 ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS w NEW FOUNDATION. ALSO INSTALL TYPE 170 MASTER CONTROLLER AND INSTALL OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) EQUIPMENTS SPECIFIED IN SPECIAL PROVISION TO PROVIDE FULLY FUNCTIONAL r STANDARD FLANS AND SPECIFICATION DATED JULY 1999, AND THE SPECIAL COMMUNICATION BETWEEN LA SIERRA/LAKE CREST AND LA SIERRA/BLACKBURN. PROVISIONS. *INSTALL IISN ON SHAFT N40UNTING PER DETAIL oo anew ommmFLASHING DEACON 46f�' TO LIMIT UNE LAWRENCE TAI, COUNTY TRAFFIC ENGINEER DATE WILLIAM MORGAN, TRAFFIC OPE ATIONS DATE 11DESIGNED I MI • THE ENGINEER. APPROVED 4 09 DILESH R. SHETH DATE = *lid .�. >•... ■� 0 m1 2' THIRD TAB FOR 6' ISNS Ali :! DIA # : ■' 1 HOLE IN CLAMP (N) INSTALL NEW s EW MOUNTNG BRACKET 7/16" DIA HOLE IN CLAMP SUPPLIED WITH , TYPE 3/6"-16UNC:BLUNT POINT TAPPING SCREW (PILOT HOLE TO BE FIELD DRILLED) 1`— 1" DIA HOLE W/GROMMET IN POLE (FIELD DRILLED) CLAMP DETAIL NOT TO SCALE ■ • w# ♦ /AMP'yy 1 SURVEY NUMBER I # • } IFIELD x OOK NUMBER RECOMMENDED #:. D # i"DATE:r GEORGE t JOHNSON 7DIRECTOR OF TRANSPORTATION RCE No.42328 SHEET NUMBER OF 16 3 CONS TRUC TION NO TES t.oVIN r rfH� I vn �rl/ALL Vts l AIIN ArrMkJVAL r KUM 'rit LoW N t T TRAFFIC OPERATIONS BEFORE ORDERING EQUIPMENTS. '`� EXISTING R/W ■ GENERAL NO .� ` TYP . SALVAGE EXISTING 8 -PHASE TRACONEX MODEL TMP -390 CONTROLLER AND TYPE P CABINET. INSTALL TYPE 170 CONTROLLER IN NEW 332 CABINET. INSTALL 1 ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS NEW FOUNDATION. ALSO INSTALL TYPE 170 MASTER CONTROLLER AND INSTALL OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) EQUIPMENTS SPECIFIED IN SPECIAL PROVISION TO PROVIDE FULLY FUNCTIONAL STANDARD FLANS AND SPECIFICATION DATED JULY 1999, AND THE SPECIAL COMMUNICATION BETWEEN LA SIERRA/LAKE CREST AND LA SIERRA/BLACKBURN. PROVISIONS. REMOVE EXISTING FLASHING BEACON COMPLETELY AND INSTALL ON NEW 2. THE LOCATION OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE FOUNDATION AS SHOWN. WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL Q RELOCATE EXISTING SIGNAL HEADS AND IISNS TO NEW POLE. 10 RELOCATE EXISTING PED PUSH BUTTON TO NEW POLE. EXISTING UTILITIES PRIOR TO COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY RELOCATE EXISTING PED HEAD. 11 1 1/2-C & 6 PAIR #19 INTERCONNECT CABLE PER CONSTRUCTION HIS FAILURE TO EXACTLY LOCATE AND PRESERVE NAY AND ALL UNDERGROUND NOTE #12 ON LA SIERRA AVENUE AT BLACKBURN TRAFFIC SIGNAL UTILITIES. ® REMOVE EXISTING POLE FOUNDATION COMPLETELY AND BACKFILL MODIFICATION 'PIAN (INSTALL 2"C FOR ROADWAY CROSSINGS) 3. SEE CALTRANS STANDARD PLAN ES -1A AND ES -1B FOR SYMBOL AND ABBREVIATION TO 95% COMPACTION WITH CLASS II BASE. LEGEND, 12 RELOCATE EXISTING SIGNAL HEAD TO NEW POLE. [�]6 INSTALL NEW CONDUCTORS AND CABLE IN EXISTING CONDUIT, 4. ALL NEW CONDUIT SHALL BE 2■ UNLESS SHOWN OTHERWISE. 1 � FURNISH AND INSTALL 3M MODEL 722 OPTICOM DETECTOR PER ® INSTALL NEW CONDUIT, CONDUCTORS, AND CABLE. MANUFACTURER'S SPECIFICATIONS. 5. ALL PULL BOXES SHALL BE # 5 UNLESS SHOWN OTHERWISE. EXISTING TO REMAIN. 6. DETECTOR LOOPS LOCATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO SAWCUTTING. ALL LOOPS SHALL BE 6' DIAMETER UNLESS OTHERWISE SHOWN. LOOPS SHALL BE TESTED ®INSTALL SIGN AS SHOWN. AND APPROVED BEFORE FILLING SAWCUTS. REVIEWED/CONCURRED',�A T DVDrP A WL7DD , 7. ALL SALVAGE MATERIAL SHALL BE DELIVERED TO THE COUNTY YARD AS DIRECTED BY LAWRENCE TAI, COUNTY TRAFFIC ENGINEER DATE WILLIAM MORGAN, TRAFFIC OPE ATIONS DATE 11DESIGNED I MI • THE ENGINEER. APPROVED 4 09 DILESH R. SHETH DATE = *lid .�. >•... ■� 0 m1 2' THIRD TAB FOR 6' ISNS Ali :! DIA # : ■' 1 HOLE IN CLAMP (N) INSTALL NEW s EW MOUNTNG BRACKET 7/16" DIA HOLE IN CLAMP SUPPLIED WITH , TYPE 3/6"-16UNC:BLUNT POINT TAPPING SCREW (PILOT HOLE TO BE FIELD DRILLED) 1`— 1" DIA HOLE W/GROMMET IN POLE (FIELD DRILLED) CLAMP DETAIL NOT TO SCALE ■ • w# ♦ /AMP'yy 1 SURVEY NUMBER I # • } IFIELD x OOK NUMBER RECOMMENDED #:. D # i"DATE:r GEORGE t JOHNSON 7DIRECTOR OF TRANSPORTATION RCE No.42328 SHEET NUMBER OF 16 3 PHASE DIAGRAM MAST -ARM MOUNTING CLAMP FOR MODEL 721 OPTICAL DETECTOR 3T EXISTING 1.5"C, 1 DLC, 2#8 m ir AP' AP 4 LIMIT LINE TYPICAL LOOPS LAYOUT EXISTING POLE SCHEDULE EXISTING CONDUCTOR SCHEDULE MAST ARM LENGTH SIGNAL MOUNTING PPB A.W.G. CIRCUIT REMARKS CIRCUIT TYPE RUNS SIGNAL — LUMINAIRE A ' L AA 1l' A A 3\' 4'� 5 A 6� A CA) POLE A 9.1M(30') 10.7M(35') 4.6M(15') 2 -MAS SV -2-T (PROP) 02 VEHICLE - - 200 W 2.5' POLE B Blackburn SEE PLAN FOR LOCATION 06 VEHICLE 3 3 POLE C 3 12 08 VEHICLE 3 17-3-129(80) 3 POLE D 4.6M(15') MAS SV -2-T - - 200 W** 5' CSC POLE E POLE F TOTAL 6 6 ROTATE LUMINAIREARM 99 C) 17-3-129(80) 9.1M(30') 6.1 M(20') 4.6M(150 TOTAL SV -1-T SP -1-T - - 2 2 1 SHAFT MOUNT IISNS D) POLE A 9.1 M(30') 1 1 1 1 2 1 200 W 2.5' POLE B 1 1 1 [::TOTAL POLE C 2 2 1 `E) PPB POST 12 POLE D - - - 1 1 2.5' 10.4' CSC POLE F 1 POLE H 1 1 1 i 1 1-A 3M(10') TOTAL 1 2 3 3 6 2 1 1 �G) LUMINAIRE 2 2 2 - 2 2 10 TOTAL 2 2 2 2 2 SIGNAL COMMON 1 1 1 1 2 1 1 1 FLASHING BEACON '111 0 T 2 2 2 TOTAL 1 1 1 1 2 3 3 3 01 DETECTOR 2 2 DLC 02 DETECTOR 2 2 2 2 06 DETECTOR 2 1 08 DETECTOR 4 4 1 TOTAL 4 10 6 2 2 MODEL 138 OPTICOM CABLE 1 2 2 3 CONDUIT SIZE (INCH) 1.5$01 (AB) 301 (E) 3„ (N) 31) (E) 2-31' (E) 3s$ (E) 3" (E) 3" (E) TYPICAL LOOPS LAYOUT EXISTING POLE SCHEDULE I POLE MAST ARM LENGTH SIGNAL MOUNTING PPB H.P.S.V. I LOCATION I LUMINAIREJ A B I.I.S.N.S. LEGEND REMARKS CIRCUIT TYPE HEIGHT SIGNAL — LUMINAIRE MA POLE PED 0 1 QUAD CA) 24--4-129(80) 9.1M(30') 10.7M(35') 4.6M(15') 2 -MAS SV -2-T (PROP) 02 VEHICLE - - 200 W 2.5' Blackburn SEE PLAN FOR LOCATION 06 VEHICLE 3 3 3 12 08 VEHICLE 3 17-3-129(80) 9.1M(30') 6.1 M(20') 4.6M(15') MAS SV -2-T - - 200 W** 5' La Sierra SINGLE FACE IISNS {SHAFT MOUNT) TOTAL 6 6 ROTATE LUMINAIREARM 99 C) 17-3-129(80) 9.1M(30') 6.1 M(20') 4.6M(150 MAS SV -1-T SP -1-T - - 200 W 2.5' 13.3. Blackburn SHAFT MOUNT IISNS D) 15 9.1 M(30') 4.6M(150 SV -1-T 2 1 200 W 2.5' 12.3' [::TOTAL 2 2 `E) PPB POST 31-10 -10" - - - - 2 1 2.5' 10.4' le, F) 1-A 3M(10') TV -2-T SP -1-T - - 2.5' 10.4' �G) TYPE 9 - /-U. 1 A '111 0 T REMOVE AND SALVAGE TYPE 1 -A SHALL BE SPUN ALUMINUM ALL POLE AND EQUIPMENT SHALL CONFORM TO 1999 STANDARD PLANS, THE IS IMPERIAL UNIT FOR REFERENCE ONLY. C2 LA SCE POLE IfOSIERRRA AVENUT TO BE RELOCATED BY ERS 2 OTHCONSTRUCTION NOTES R/W 7 INSTALL 1.5"C -- 3 DLCREMOVE EXISTING SIGNAL HEAD AND INSTALL ON POLE A. (A; 5T 5 INSTALL 1.5"C, 5T --------------- 6 PROPOSED AC DIKE # 6 INSTALL 1.5"C I DLC 12 REMOVE EXISTING R96/R96A SIGN AND INSTALL ON POLE A. 1 DLC 'I A, 4)± 1V 4'± 6 3 REMOVE AND SALVAGE EXISTING 1-A POLE TO COUNTY YARD. 081 4 11 06 ) <D� � 181 8 REMOVE EXISTING TRAFFIC BEARING PULL BOX. 5 4 08 131 5 4 12' 5 31�z �\ (DETAIL A) - 12' �61 U5 INSTALL SIGNAL HEAD REMOVED FROM POLE H. 13 10 _T 6J3U INSTALL PULL BOX AS SHOWN. 3 10 C1q ROPOSED C-4 +,:,,x 22 12' 08 n (o C DIKE 10 119U :D I INSTALL #6 PULL BOX. 0 06 4051 _77 BACK INSTALL 3" CONDUIT BETWEEN EXISTING CONDUIT AND THE _.- _r, _ PROPOSED PULL BOX. ro rd LT 9 EXISTING SIGNAL CABLE SCHEDULE AND TYPE V DUAL, PEU IN THE SERVICE CABINET PER COUNTY SPECIFICATIONS. C:3j EXISTING A.W.G. CIRCUIT A � T)CB Uj POLES 2"C-3#6 (SERVICE, GFCI) kill EXISTING to 1 VEHICLE 3 EXISTING R34 SIGN C:8j EXISTING 3 C:9j EXISTING 02 VEHICLE C16' j EXISTING 3 06 VEHICLE 3 3 3 12 08 VEHICLE 3 3 3 CSC 02 PED 2 2 TOTAL 6 6 5 3 8 6 02 PPB 1 3 Csr, PPB COMMON [::TOTAL 2 2 (N) INSTALL NEW (AB) ABANDON (E) EXISTING TO REMAIN F. 0 ff N raTm ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 1999 EDITION OF THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SEE CALTRANS STANDARD PLANS ES -1A AND ES -1B FOR SYMBOL AND ABBREVIATION LEGEND. APPROVAL FOR EXACT EQUIPMENT LOCATIONS BY THE ENGINEER SHALL BE OBTAINED PRIOR TO FINAL PLACEMENT. PERFORM STRIPING REVISIONS PRIOR TO LOOP DETECTOR LAYOUT. ALL VEHICLE SIGNAL INDICATIONS SHALL BE 12" WITH LOUVERED BACK PLATE. RED AND GREEN INDICATIONS SHALL BE ZEDS AND ALL LENS SHALL BE GLASS. LEFT TURN SIGNAL INDICATIONS SHALL HAVE 3 SECTIONS LEFT TURN ARROW. DETECTOR LOOPS SHALL BE VERIFIED IN THE 9ELD PRIOR TO SAWCUTTING. ALL LOOPS SHALL BE 6' DIAMETER TYPE "E" LOOP UNLESS OTHERWISE SHOWN. LOOPS SHALL BE TESTED AND APPROVED BEFORE FILLING SAWCUTS. ALL CONDUIT SHALL BE 2" RIGID METAL UNLESS OTHERWISE NOTED. ALL PULL BOXES SHALL BE #5 EXCEPT AS SHOWN OTHERWISE OR APPROVED BY THE ENGINEER. I f U DETECTOR CURB TERMINATION SHALL BE TYPE "A" PER STANDARD ONLY ONLY PLAN ES -5E. EXISTING R61 (SPECIAL) (DETAIL B) j - EXISTING P.C.C. FOUNDATION FOR TYPE 332 CABINET PER STANDARD PLAN ES -38 FURNISH AND INSTALL TYPE 170 CONTROLLER ASSEMBLY AND 332 CABINET PER COUNTY SPECIFICATIONS. I :2 j EXISTING TYPE III -CF SERVICE CABINET WITH DUAL METER 120/240 VOLT SERVICE AND TYPE V DUAL, PEU IN THE SERVICE CABINET PER COUNTY SPECIFICATIONS. C:3j EXISTING 3M MODEL 721 PRE-EMPTION DETECTOR PER COUNTY SPECIFICATIONS. C :4j EXISTING DUAL 3M MODEL 762 PHASE SELECTOR PER COUNTY SPECIFICATIONS. Uj EXISTING 2"C-3#6 (SERVICE, GFCI) U6 j EXISTING 2"C- 2#8 (FLASHING BEACON) 4#10 (LUMINARIE), 4#12 (IISNS) C:7j EXISTING R34 SIGN C:8j EXISTING R96/R96A SIGN C:9j EXISTING TYPE 9 FLASHING BEACONS AND EQUIPMENT AS POLE_ G. C16' j EXISTING R73-3 SIGN EXISTING SIGN AS SHOWN PER NETAIL 6 I -lag • ItNE a K. a Fix"23'y' ABANDON EXISTING LOOP DETECTOR AND INSTALL TYPE E LOOP DETECTOR AND CONNECT TO LOOP DETECTOR CABLE PER CALTRANS STD. PLAN ES -5B. INSTALL TYPE E LOOP DETECTOR AND CONNECT TO LOOP DETECTOR CABLE PER CALTRANS STD. PLAN ES -5B. ABANDON EXISTING CONDUIT. 0�INSTALL 1 1/2"C, 6 PAIR #19 INTERCONNECT CABLE BETWEEN TRAFFIC CONTROLLERS AT THE INTERSECTIONS OF LA SIERRA/BLACKBURN AND LA SIERRA/LAKE CREST. (INSTALL 2"C FOR ROADWAY CROSSINGS). OJI INSTALL EQUIPMENTS SPECIFIED IN RIVERSIDE COUNTY SPECIFICATION TO PROVIDE FULLY FUNCTIONAL COMMUNICATION SYSTEM BETWEEN INTERSECTIONS OF LA SIERRA/BLACKBURN AND LA SIERRA/LAKE CREST. 0 REMOVE EXISTING FOUNDATION AND BACKIFILL TO 95% COMPACTION WITH 31 CLASS 11 BASE BACK CLAMP W/4 BOLTS (ASTM A-307) SPECIF 1.5" DIA DEBUT HOLE IN CLAMP 1/4"PL. CLAMP NOTCH OR DRI FOR DRAINAGE a mitff= 0 �' IN QUADRANT PEDESTRIAN PUSH BUTTON LOCATION (TOP VIEW) DIA HOLE IN CLAMF2 SUPPLIED WITH A TYPE 3/8"-16UNC BLUNT POINT TAPPING SCREW (PILOT HOLE TO BE FIELD DRILLED) (TYPICAL FOR 8' ISNS) 12 6' -24 REMOVABLE ---4.,—, CAP 4' FROM POLE BASE L APPROVED WATER TIGHT ELECTRICAL BOX EXISTING IISNS MOUNTING DETAIL NOT TO SCALE 9.3A4 ,Z.N-.) If '% D �