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Home My WebLink AboutLAKE STREET AT I-15 SIP AS BUILT = z S TREET /MPRO YEMENT POSTMILE (KILOMETER POST' C PL A N COUNTY ROUTE TOTAL PROJECT /MPROI/EMENT NOTES. - m N-'TE rC' CONTRACTORS 7yE EXISTENCE 4ND 0C47-1ON �F AN, /NDEPGPOUND Lr/L/r� / _ 4vA,L OR STRUCTURES SHOWN ON THESE PL NS WERE JBTA,N, ,EARCH OF L AICE S TREET A T INTER 4 vA/LABLER'TUIE A APPROVAL OF THESE PLANS AC THE CITY 1 S/NORE QOES STA TE 15 'VnT CONSTITUTE A REPRESENTATION AS Tr%' THE ACCURACY 4' 1/ r hF'-TS OF PRO✓EC �� aTI0N NOR 7HE Er/cTFNL'E nR t x FN F 4N ND ,:F,L T C/T Y OF LAKE ELS/N TRL/cTLIREs WITHIN jHE L,M/j F0 �E� T"E 5 RFO�/RED ORE, CALIFORNIA SITE I /!T T'Fr;aU7/ONARY MEA FC'/� K,�TECT/ON � i/T/LiT/E5; WHETHER SHOWN H OR NO b T/L/P ' HE PERFORMANCI v -F BE REPA/RED OR REPLACED <4C7 OF THE GOVEf DNTRAC OR AT H15 EXPENSE SOILS ENGINEER.• � SHALL CONFORM TO CITY CODES, ^IDARG CPEC/F,r_AT/ONS FOR PUBG�C ' T EOITION), AND STANDARD DRAA COUNT' OF RIVERSIDE IT /S PETRA GEOTECHNICAC, INC z h "JR S ''ESPON5/B/Lr r' BE r'ati� SE -TANDAR(= ANC.- LODES 40880 COUNTY CENTER ORIVE SU17F R \�i ;EMFCULA, CA 9259' 1E -'JNTRACTOR SHALL NOTIFY ITT `IJBCIC WORT NSPEC:OR 48 HOURS (951,) 600-9271 - • eT TO BEGINNING /F ICr WC, CONTACT GRAYSON WALKEq, GE 7R28214 j 7h /N N 47 .951,1 674-3124 C rT 247 BETWEEN THE HOURS If 4Nr M MONDAI THROUGH FR/DAY. ENGINEER.4 ONTR4Cr0R SHALC MAINTAIN rRAfF/C LUNTROL /N AC'COROANCE WITH CAL TRANS TRAFFIC C/TY OF CAKE ELS/NORE 9, \ MANUAL AND WATT--H MANILA[ AT ALL T1ME5 DUR/NC _�ON TRUCT'ON 45 APPROVED BY _ CALTR4NS R - - KWC ENG/VEERS b'S"vEE %SEN'i 4*:VE P4iL L L MEG/A rE 1880 COMPTON AVENUE, SUITE 700 t F A P P ^'EOUIRE CORONA, CA. 92881-337C �� D WOPI, TOPPAGE- - _ _--uL WgLKER- C _ a �HALc BE THE CONT, RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTAT/VE OF/AKF ELSINORE '4 951) 734-27.30 0 y0N 1 HE _TUB /TE 4 T A M� _ � --� READ CONTACT- MIKE THING, P E �� DURING CONSTRUCTION _ �� 2 h-1 HE THE RE I-c 151ZITY OF THE COWR4C70R "_.' ARRANGE FOR THE NECESSARY CALTRANS �jApAP 4 L) pUN_O ON— N OWNER /DEVELOPER. p z '-'Lc)r AT/GA Jf ANY 9 I-Ir/ES THE CONTRAG7',/ HALO NOTIFY ALL ✓7iLITY COMPAN/ES IORTHB - �Rj�BO p�0 EKE C OLbED A7 LEAST 48 HOURS PR/OR TO BE< w^ WORK ryf CONTRACTOR SHALL ALSO N a'- ti-FRGP 49 SERVCE aLEP0 - - �__ R��P CASTLE& COOKE ALBERH/LL HOME aMl '1BraIN a TICK£ BUILDING, /NC- r co2 LOC4T/ON MAP ci m '»MBER a .;,AST 48 HOURS PR/OR 7C L�r ,v -i.n CH' ROAD _ HE _'ON7RA�TOR SHALL BE RESPONSIBLE [FARING Jr THE PROPOSED WORK LAKE EL SNORE, CA 6455 gLBERH/tL RANCI, INDEX. m a 1'E A AND REL OCAT/ON AND COST OF ALL „V__ UT1L/T11- THE 7WNER MUST INFORM - SHEET NO. r (951) 245-0476 L4hE ELS/NORE OF CONSTRUCTION 5 'REDUCE PR/OR *I. HE BE /N✓NG i� INTERSTATE �5 CONTACT TOM TOMLINSON, PE TITLE SHEET 1 RUCTION �—A RGROUD FACILITES' W/TH m CONSTRUCTION NOT ES, QUANT/T/E-S DETALS 2JNDE , /N PLACE PRIOR vA ING IRE LAKE ST STA 27*14 TO STA. J3t50 3 F — SEL T/ON, lNCL U011W,, BUT NT CIM/T£D TJ, SEWER, WATT-R �, r'HU TRI NE t ECC/TY NORTHBOUND OFF-RAMP STA 969t00 TO STA 97Jt 15.42 LE+ ✓R4/NAME FACIc:nES- CROSS SECTIONS 4 4 m STORM DRAIN /MPRO</EMENTS g 4« 5-8 TREET SECTIONS ARE TENTATIVE ADD17101VAZ SOIL TESTS WILL BE TAKEN AFTER y EROS/ON CONTROL DRAWINGS 10_11 OOLH GRADING FOR THE GEOTECHN/CAL ENGINEER TO DETERMINE 7HE E1ACT sECT/ON EROSISIGNING & STRIPING PLAN 70 iREQ SECTION rH/CKNESSES SHOWN ARE FOR BOND/NC PURPOSES ONC✓ TRAFFIC SIGNAL PLAN LAKE STREET AT SOUTHSOUND RAMPS 172 ,T EY15TiNG UNDERGROUND UTILITIES AND STRUCTURES AFFFCr S007 -RAMP _ ED 5 THE WORK MUST BE HgO _ OUNp O _ _ E STREET AT NORTHBOUND RAMPS a 2ED AND ELEVATIONS ✓ER/F/ED PR/OR 70 CONSTRUCT/ON LvE ENG/VEER OF RECORDD OFt'�_�� -� __ - OU NB S j rJTRAFFIC S/CNAL PLAN LAK 14 TRAFFIC CONTROL PLAN 15-19 +E NOTIFIED OF ANY' NECESSARY REV/S/ONS TC TyE gPPR:� � r � R _ TRAFF7C DETOUR PLAN 20_24 P CAL rRANS VED . CAN,. HE - - y 'N E rCRM JF 'a c P R W - - 9/.vC*'• �e'aN :.Bti✓�, E. aE U'}'ENGINEER �- r- �_ R/k' GALTRAN�E ELS/NORE - Al ''-''c'AL "R/OR ?!? THE F/NHL ACCEPjgNCE OF THE PRO✓E T B� THE C/TY ENG/VEER / C/n' OF LIKE E[S/N0— ' - Cry OE U UTILITY NOTES:"INC, MONUMENTA7/ON U/S,TURBEU OR DESTROYED DUR/Nc. CO F NSTRLfEV7r SHALL r 1 WATER ELS/NORE VALLEY MUNICIPAL WATER U/STR/CT ,tillLgCEC 7 CITY STANDARDS 45 APPROVED BY THE C/rY tNGINFER 'ENTERLINE 4r.E Tr; BE FURN/SHED Tu THE CITY ENGINEER l/PO/V COMPCE7701 OF THE PRG✓EC7 T ,3>315 CHANEY STREET 300' AC E�TANCE/S GRgNTFG' % I LAKE ELSWORE, CA. 92331 � � HMENT PERM/T SHHALL BE RE FOR ALL 4 NSTRUCTiON WORk DONE - � (951) 674 3146 91(,Hr OF-WA" BEFORE S5'UANCF -)F SAIL 1-ERMI- '•+F _ -- KE Sr EK R/W 71 SEWER' ELSINORE VALLEY MUNIC/PAC WATER D/STR1C/ O k 4 n nE.EL QPER MUST PROV/DE HE '7Y c Nv/VEER W/' _E 17TiFiC I E Or T 7315 CHANEY STREET a INDEX MAP LEGEND.• LAKE ELS/NORE, '74 925_TC 4N(E, REOU,RED BONDING FOR PURL/C IMPROVEMENTS ,'hE ENCROACHMENT PERMIT J T> i` PRESENT AT THE JOB S/TE DURING 1HE r074L DIME FRNE OF PR0✓EI;r O r'951,- 674-?146 PU,TION W/TH APPROVEU SET OF IMPROVEMENT PLANS /ND/GATES STREET IMPROVEMENT GqS SOUTHERN C4uFORN/A GAc O 1 z CAL TRANS NOTES TO CONTRACTOR. PLAN SHEET NUMBER c) 1987 W cUGON/A 4VE O C INDICATES SHEET BOUNDARY REDO ANOS, CA. 92374 /j 15 THE PERM/TTEE/CONTRACTORS RESPONS/B1L/TY TO NOTIFY THE UNDERGROUND SERVICE t 9� 5 ;B28 :- L SPEC/AL NOTES.' ALERT/N ORDER TO CLEAR ANY POSSIBLE CONFLICTS PR/OR TO CONSTRUCTION. PAID/NG NOTES.' PHONE sBr BELL GTE ;'E'ER/ZON W 12t' v BUREN I 1 sc 5 ✓UANiTA sr m AGREES THAT HE SHALL ASSUME SOLE AND cOMPCETE PE`P:n/•-F/ WHERE ,DAMAGE /5 CAUSED BY THE CONTRACTORS OPERAT/ON, THE CONTRACTOR SHALL, AT H07 MU ASPHALT (HMA) SHALL BE TYPE A, WITH j 4-/NCH A "EVE T 5,4 42541 E CONDITIONS DURING THE COURSE OF CONSTRUCT/ON ✓h HIS OWN EXPENSE. REPAIR OR REPLACE DAMAGED FACIZ171ES PROMPTLY/N ACCORDANCE W/TH GRAUAT/ON ANU PG 64-ZB M ASPHALT B/NDER AND B GGREGATE CA, 92Bu7 95, F c tir UU,N 'HEFTY OF ALL PERSONS OR PROPERTY HAT h 2L STATE SPEC/F/CAT/0NS AND/OR AS DIRECTED BY THE STATE REPRESENTAT/VE LIFTS BETWEEN 0.20'AND 035'ACCORD/NG 70 CAITR TRANS REU/DFD ELECTRIC SO h EDIS2i Co. -PL Y /NUOUSL r AND NOT BE L/M/TED Tf ✓ - . . ,y NTRq�TOR SHALC DEFEND, INDEMNIFY AND H t S7ANOARO SPEC/F/CATIONS SECTION 39 AND STANDARD SPEC/AL PROv/5/ON 2670c MEN/FEE ROAD 3 ALL WORK WITH/N STATES RIGHT- OF-WAY SHALL BE COMPLE7E0 /N ACCORDANCE W/TH THE 39-2 ROMOCAND, CA 92585 ✓ /VEER OI RE c ?�D HARMLESS FROM 4 A. 411, 2010 STATE OF CAL IFORN/A DEPARTMENT OF TRANSPORTATION STANDARD PLANS & STANDARD ONNE�'T/0N ,t THE PERFORMANC SPEC/F/CATIONS, REv/SEO STANDARD PLANS (RSP), STANDARD SPEC/AL PROVISIONS (SSP� (951) 928-8207 2 PR/ME COAT SHALL BE APPLIED TO THE BASE PR/OR TO PLACING THE HOT '951; 820-5498 ARE �H I CJ 7 THEN TO PREVENT GPOLE GHWAY DESIGN MANUAL �HOMJ POST MAY 2G12 ED/7/ON ENCROACHMENT PERM/T MANUAL MIX ASPHALL PR/ME COAT SHALL CONFORM TO THE A7ESr PROb!S/L?NS /N FIRE R/D'ERS/DE :5499 F/RE P 1 ✓NUERM/N/NG STF r' !41pROVEMENTS UPON %v-� v (EPM� ENCROACHMENT PERM/T UTILITY PROV/SIGNS, AND CAL/PORN/A MANUAL ON UN/FORM SlANOARO SPEC/F/CATIONS SECT/ON 93 AND 7HE CAL TRANS STANDARG 4 DE AR7MEN ENG/VEER MA> KEOU/RE AOD/T/ONgL PROTECT E MLASURE ) ,._ TRAFFIC CONTROL DEVICES (CA MUTCD) 2014 ED/T/ON SHOULD A CONFL/CT AR/SE BETWEEN J80 LEMON STREET 2NU =C JOR SPEC/AL PRO 39-1 03C(,9� RIVERSIDE, CA. 92502 rNr%R/NG JR tEAV/NG /MPROVEMEN7S THE CONTRACT PLANS, SPECIE/C..4TIONS AND/OR DETAILS PREPARED BY THE PERM/TTEE, THE (951) 955-4777 =1 ACL STORM DRAIN ANO SEWER MANHOLES. ANU WATER �A[✓E STATESS STANDARD PLANS, REVISEU STANDARD PLAN, STANDARp SPEC/FICAT/ONS AND STANDARD 3 TACK COAT SHALL BE APPLIED TO EXISTING PAYEMENj/NCLUDING PLANED FIBER OPriC LEVEL 3 COMMUNICATIONS r,5 SURFACES, BETWEEN LACERS OF JHUAOINTS AND VCOATAL SURFACES OF CURBS, NETWORK RELOCArIONS OEPARTMENj v"� Sc/RFACE SPEC/AL RROV/S/ONS SHALL GOVERN AS DETERM/VED BY THE STATES REPRESENTAT/vE GUTTERS, AND CONSTRUCT/ON JOINTS TACk COAT MUST COMP(Y W/TH THE 1025 E'DORADO BLVD B[OG 33A-<<_ BASS OF BEAR/NGS. 4 ALL 5rR1PING AND SIGN STRUCTURES SHALC BE RESTORED (/F DISTURBED) TO SPEC/F/CATIONS FOR ASPHALT/C EMULS/ON /N SECT/ON 94. ASPHALT/C BROOMPELD, CC 800," PRE_�'ON5TRUCT1Q1V CONDITIONS JPON' COMPLIET/ON' 7F ONSTRUCT/ON. EMULS/ON, "OR ASPHA1 r B/NDER IN SECTION 9.2 '4SPHAL 75" '720! 888-5688 BASS OF BEARING E'OR THIS MAP IS THE C/NE BETWEEN THE NGS MONUMENTS tiFP" "PiD Dx 7931 ANC lNA(KER"!P/D D.x3781'. BEING NS_' ' '_?'1N 5 ALL SURVEY MONUMENTS DESTROYED DURING THE PERM/7 CONSTRUCT/ON SHALL B_REPLACED 4' RELATIVE COMPACTION OF 95 PERCENT SHALL BE OB7A/NEQ•FOR a DECLARATION OF ENG/VEER OF WORK" ACCORD/NG 70 CURRENT STATE STANCARD PLAN A74 M/N/MUM DEPTH OF 25 FEET BELOW THE FINISHED GRADE, FOR THE BENCH MARK W/OTH OF THE TRAVELED WAY ANO 3 FEET ON EACH S/DE ACCORDING TC rFREar OECCARE rrAT THE DEsiGN of E IMPROVEMC WN UN 6 CALJRANS' D/S7R/C7 7RAFFC MANAGEMENT RECOMMEND THE PLACEMENT OF PC MS, 7 CALENDAR STANDARD SPEC/FICAT/ONS SECTION 19. "EARTHWORK r�ESE �IVS COMPLIES WIry PROFE55iONAl ENGiNEERiN, ti/; of r-IF INTERSECT/ON OF C4KESHORE DRIVE 4ND DRYDEN "TREET 4c1 FEET DAYS PRIOR TO REOUESTEO CLOSURE DATE TO ADVISE MOTORIST OF AN UPCOMING CANE rS A5 FHE ENG1NEEa :N RESPONSIBLE C-HARGf f O a 'L�- 4( �Nt ,AKESHORE AND 4;' FEET NQRrHEASTERL 1 T�" 7NE ,�'-i F(F/1 MPROL'EMENTS /ASSUME FULL RE SP N IBL( f+a - j REDUCT/ON 5 AGGREGATE BASE (AS) SHOULD BE CLASS 2 AND CONSTRUCTED R0 a>c 5 /AS[EOCE THAT ,;,: a P p a T BCR ACCORDING TO STANDARD SPECIF/CA7IONS SECTION 25,, 'AaGRE^A'� LCIOV CW ANC THE T 9'L HMARK N0 a_ 3r 7 THE CONTRACTOR SHALL NOTIFY THE 7RAIVSPORTA71ON PERMITS OFFICE (✓AY HORTON BASES"' - �uT a aEdITW 1u EIv6wee�tS AS-Qul✓f NO?E: "CIS a, NGT a 35645 MSr T19�� UATUMI 916-322-4957) 15 DAYS /N ADVANCE OF ANY VERT/CAL AND/OR HORIZONTAL CLEARANCE aF THE 1MPROVEMEN' Z CHANGES INCLUDING LANE/5HOL/LDER CLOSURE, LANE/SHOULDER WIDTH REDUCTION, AND ETC N.wyo°u�•�+ay TMa'�.4r� `""�M rM Y -�' tic-, z: RELIEVE a! r a.RESPONS/B/L/T FOR T ee+..'M4 Ae+w..H �.n.svV1�ee I4.fC P.Y.epFIIS• S Q eMOFWsJNO J+14+CGS,�.io sr..+•+uw�s 5•rvJ..,,+>Mr.F h^..+e �,�op+.,w.VIC ne.,n /MPROPEMENTS �• 3 8 THE CAL TRANS PUBLIC AFFAIRS OFFICE MU57 BE MADE AWARE OF THE CONSTRUCTION pio tee p 6,"MVO v+a+aa,uMMr yew.+ ae FM w-I 7 A-1V VVMer.e, tY w,w6 !/tT:�"'--�K cOM4'4Wf\eJ N IMF VKWi<Y Y'I11��uY%�b4d+0 I L ' Z. 1 A ACTIVITIES ESPEC/ALLY "LANE CL OSURE WITH REDUCT/ON OF WIDTH TO TRAFFIC LANES" TRAFFIC pwu�.e�Ma'n.4� �+Y>.�, rMea.. NxMeror�r NVFsr ew.,oN K+MF Fx c+..e N 7HE EVENT THE CAL TR4N5 PUB,/C AFFAIRS OFFICE IS ASKED 70 ISSUE PRESS RELEASES, Aw"'�'T O�•�"a"- ��'�"�' S o.r..er ues.e.ur eti cu eF ENGINEER OF WORK q�^ H�D be 6 V Z/1/17 -OAT; oRr, R yE LIRE �i arm—nr�sF�a� CALTRANS PERMIT NO 08-15-6-MC-0720 GN PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED 8Y� SEAL CONDITIONS OF DEVELOPMENT AND/OR f,1T7 AND STATE LAWS AND A PERM' QROF ES$IO A&M AL/Y/�B/Wf ®RfNJF IWhMLf-SP I[r/t/MlAVF M�+1L LAR r.•F$Mrhe+►6f n!Y.32dIF�r�Or�U R1� 12 3 1 Mar BE ISSUEG•twrr(.rs aEI!e�..er.RN/et 1►*eMUXMwwassLppMli AW.6 A*/NeaP L� , E)VG//VEERS h� Fy1am/,.x� an .IP+. w...r sn AN w A&w n.•cw. .... u t_ No.6a263 LAKE STREET 4T /-1 J 24 a�►/��r ®tr+r t..w�e sr w�a rM„as F ar.ka e�rL-011 +AP&O IIIIII,ww, kF Iz>>I 2-!?-!? �-J��'• _ Z R � * ExP 6I30�17 * :c sef a STREET IMPROVEMENTS El/K/N MrI �,� BRAD FAGRELL, RC 43920 .}}— �_I2_2e 'l T'r ENGINEER DATE MIKE C. TANG _ ,. R.C.E No. 64263 DATE J'l CIVII'r. OF LAKE ELSINORE 4"e OF CA\0 ELEVArION 13564S MSL GnrE SEE sHEET Na TITLE SHEET Z - Z POSTMILE (KILOMETER POST) C COUNTY ROUTE TOTAL PROJECT co CONSTRUCT/ON NOTES AND QUANT/TY EST/MATE EST/MATED EARTHWORK OUANT/T/ES Y v < 4, n REMOVALS & RELOCATIONS C/TY CAL TRANS TOTAL cRADiNc sUMARr - _ C/IY CAC TRANS TOTAL lLJ' REMOVE Ek'.6T/NG P4✓EVEN r ,NC, S FCUT IC Y J O 0 OF-AltL--a L Y 380 J2J0F11410 +" REMOVE T/NG NLET STRUCTi/RE EA ABO✓E(ESTLMA TED OUAN7/T/ES ARE FOR CITY PURPOSES ONLC OLIANTIT/ES MAY "'PE 4ND -?NCRE f :O[�AR ✓ART'DEPENDING ON ACTUAL FIELD CONDITIONS -• - L NOTE THE ABOVE QUANT/TIES HAVE BEEN E5T/MATED BY THE ENGINEER FOR - .LAN AND REMOVE ANr OBSTRUCTIONS FROM EXIST/NG C S. PERM/T PURPOSES ONLY' THE CONTRACTOR SHALL OETERM/NE HIS OWN pUAN7/7/ES "<=F 4ND 9OrZ ET 5 RUC'<!RF AND HE IS SOLELY RESPONSIBLE FOR DE7ERM/N/NG THE AMOUNT AND COST OF - - - /MPORT1EXPORT AND OTHER GRADING OUANT/T/ES FOR THIS PROJECT - -- -. CONSTRUCT/ON NOTES CITY CAL TRANS TOTAL -4 _ ACTION'H"° I ._ __ _ —. _•. — — .. RAIL ELEMENT .. _ .• g k)P lyF -'A✓EMf N' i/.• t X !lN PAUfMI N' - o EX GROUND Fr9 ff. .�: 'NCRFTf TNPF A 4(""'� W/rF,JV-rNIN 4GCRF;,4 TF `,45C 5.450 SF +bER Q 65 AG'(iREG4.'E iUBBASE _LASS E 1 0+0 YIN a I .. u > o HMA TYPE A AC OVERLAY EX.EP `TRUC7 050'HOT M/,r ASPHALT HMA „NCRETE TYPE A AC WITH 4.61D SF 4,610 SE -F- 2.0% --1+�' (-2.0%) i MIDWEST GUARDRAIL SYSTEM RITN WOOD POST AND BLOCKS _ s a • ( J -INCH AGGREGATE e,k4DAT70N& PG 64-28 M ASPHALT B/NDfr JVER 1 70'AGGREGATE SUBBASE CLASS �5% r — I —-L EX.GROUND - Y -- — 1 ., .. �'FMO✓E AND REPLACE EXISTING PA✓EMENr 200 5 f 2,570 S F 2.770 S F EX GROUND 4� � z JLO PLANE AND OVERLAY 0 7G AC MIN 200 5 F 36 000 S F 36,200 S F �'DAYLIGW �9�" SAWCUT NE OFF RAMP - 44'SECTION a ->NSTRUCT CONCCRETE URB TYPE A7-6 PER ALTRANS STANDARD PLAN 48 A [.F 565 L F 565 L F ©' 9 P5 - o 363+60.87 TO J69*00 00 77 . - - - D ,iNSTPUCT HOT Mu ASPHALT(HMA/ CONCRETE CL 45S 2 45 S AC, W/rH f-INCH 7,360 5 F 6,250 S F ?670 S F NOT TO SCALE C © a6GREGATE GRADATION& PG 64-28 M ASPHALT BINDER OVER >-69;4GGREGA TE J L.�— z SUBBASE CLASS •4,- PPOPrJ fi �A✓fMEN' �AUFM(4' RAIL E EVENT SPLICE DETAIL _ONCRE7E FLARED ENO SECTION PER G4L TRANS 574NOAR0 D94B 7 L-A _ E4 J Eq _„ - :- CL t _. _ - 4 ,a_. - - .. .. _ _ C -ONS7RUCT RCP PIP, CLASS/D '20000! y - rmwEsr GUARDRAIL SYSTEM 1G LF - L F 1p L,F EX. GROUND \ AC DVERLAYHICK/n 1 If4 - "' - • ; ivy._ STANDARD RAILING SECTION (WOOD POST WITH 3 _r TYPICAL BWO LINE W000 YLOCRI co T 4.r HMA TYPE A - - - -' - - •• POST INSTALLATION A - NSTRL' T .-ONCRETE CJL CAR PER RC<C&WCD �TANOARC .JWG VI: M80x FA - EA 1 EA ,.,,., � EX EP A7 Lt 5% _I_ 0%__ -.'- _I EX GROUND 5(` CT 0.95'✓OINTEO PLAIN CONCRETE PAVEM£Nr(./PCP) OVER 0 70 CLA55 i - SF 6910 SF 6810 SF Mp7 r I .c r BASE(AS, EX.GROUND p —------ u DWESr GUARDRAIL 5r5TEV WITH WOOD P05r WITH WOOC BL JCr ER "8 L-F 86 LF 204 L.F T f Ip�� L - - 5AWCUT —_: ' :-- "•-.• .. -�h1-r NDARO 477L 7 ®- E OFF RAMP - 44'SEMON :..T HOT M/X ASPHAL r DIKE TYPE A PER REVISED i41 TRANS Sr4NDAR0 PL4N 745 L.F - L F 145 L F 368+00.00 TO 371 t25.00 - •• ------ s NOT TO SCALE '� �. -• -.-- 'TAG DEPTH Ul 7HE PA✓EVENT STRUCTURE/DEPTH FROM THE SURFACE TO rHE yuBGRAOE/ SHALL ''✓ - ' ------ ----- v �" �� OR BE THICKER THAN rHE PAVEMENT STRUCTURE GRAD/NG PLANE OF THE ADJACENT TRAFFIC LANE RgF'<iLf.'PAVE MI N' IxNRN( �AVEMFN' - j LEGEND & SYMBOLS y- EXISrING ECEVAT/ON EVC = tNC' JF VERTICAL CURVE T`.�� - - - - - "'•� "V o IB LOT NUMBERS ECR = LN6 GF CURB RETURN' EX GROUND "I¢e-v� JPCP DRIVEWAY 'WL•NE S - S,DEWAL K - - - i iz 5TREEr 41G1111 FS = IN/SH SURFACE MP/r EX. GROUND M- F/RE HYDRANT 68 = GRAD£BREAK EX.GROUND p ' WATER METER u = 4✓Obr L/NE S4WCUT ,•^c. - ac a— ••. •Pc.�"cu_es =L o cure3 ,•e L,u.e 'h DAYLIGHT NE OFF RAMP - 44'SECTION WATER VA✓E Vol, = M/ODL[ OF CURVE - - SEWER MANHOLE M✓C = M/DOLE OF ✓ERTICA[ -'URVE 3.71*25.00 TO .J,72f 1542 • - _. j> CJ NOT TO SCALE ^ CATCH BASIN NL° = Nr,%RrHEPL` EXIST EXIST •- • J CD ELY nE B'CURBS "^E IL _5 '!°1 B3:UR85 —k P zq@e • BLOW-OFF UC = DN CUPVE WL✓ ,. r PL 'ae- '49 Pt .. ... ... - 4/R VAC - All?RELEASE PCC = POINT COMPOUND CURVq TORE .� _ _.. _ _ -. Guggi I Q � 4_ 4 ... ... .... STORM DRAIN P/P = PROTECT IN PLACE -- --- --- —__ _ _. - -, „_ •, - -_ - z x^�'rNG�A✓EMFN' PPOP%'SFO MPaOUFMFNT° OArL/GHT LINE OR CUr/Fi[[ LINE PRC = PU/N'JF REVERSE CUR✓q TORE _ �' •: `a .-' :'- ... '.. . .-- ' ^_ T. I . I—NEW CONCRETE PAVEMENT PROP = PROPOS£L' -- ---- - --- i"' __�r-,-r-T--- --' :-_ - -,.,_ "' CURse AND DRIVEWAYS W 77 —NEW A_- A.B SEC rION EASEMEN' 77 SOLD PLANE& OVERLAY RP = RADIA[ P(WNT L 11 �� rA HMA TYPE JF WA EX EDP EX,AC VARIES CIATY 2 TO - - - REMOVE EXIST 4C PAVEMENT yE4YEp y,�- - (VARIES%) - __--_ __(1 6-T9%) 0 10'MIN THICK- '�. 0. VA31E1 6%J'' '� `TOP OF 5 PE =1 �- 1" -- EX. 29 SLOPE - -- - --- VT'-' - kk;X YX - TOP OF CURB ELEVATION >L = '[JRM DRAIN ♦ �r -- � �?,4, Q $EWER FORCE MAIN BC F = BEGINNING OF CURB RETI/RN _ D EX.AC BERM > UryERL�HVL = BEGINNING -,A ✓ERT'CAL LUAVE /TAN = rANCENr LAKE STREET - SECTKJN TO BE REMOVED S4WCUT AYLIGHT CB = CATCH BASIN EN. GROUND ® LIMITS OF GRADING TB Toll OF BERM 25*25.90 TO 26+4.20 CL = CENTERLINE NOT TO SCALE TC - TOP OF CURB <"p - c DGE OF PAVEMEN" A TRAFFIC INOEx A L; _. O Of = wq r£P �,N: �Avr Mf 4' c,. M✓ti UtMrv- ¢ HMA TYPE _ I CLASS 2 - •Y�n= , EX.EDP EX.AC VARI£5 0.10'MI HICK- t- i z u• _._ I - (VARIES%) - 1 - (1.6-1,9%) -AC OVERLAY ; + EX EDP 1.0% a HMA TYPE - :... HMIAAS P� _ EX.GROUND V - --- -- -- -- --_ ---- ___j -1♦ E GROUND .. .• z - O CLASS 2 EX EOP 0.'0 MIN'HICK 0 10'MIN THICK _ 4 1 A -- APE �rc4 E Da�� ILA�E �� D 1 AL 'MIN" VARIES% VARIES% AC(7 RLAY 1 EX SOP _ I J x UNc �/---- --- ------- J`r- --- ----- -- ---- - Ex ceoulvDcZi RD � LAKE STREET- SECAON sawcu ® DAYLIGHT Z r,•µY fX AC -•_r LIMITS OF GRADING .•• ' SAWCUT :1rV� 27+6,J.35 TO 32f00.00 - HOT ANX ASPHALT DIRER 3 NOT TO SCALE -- '• LAKE STREET sEcnON AI ., o REVISED STANDARD PLAN R8P A878 11 OV z/q/17 .YDvq3DI2 a CALTRANS PERMIT NO 08-15-6-MC-0720 - N- AF'PR, DATE "LSE PLANS HAVE BEEN REVIEWED FOR COMPLIAN_I NIIH THE APPROPRIA'I PREPARED BY SEAL paOF ESS/0 e M11a,.„ RE�IcI �, w _INDITIONS OF DEVELOPMENT AND/OR LIT• ANF aW'S AN[ A I-FRM',- 0 N9 SHEET MAT BE ISSUED ce/7/I9 Mc. tEwae ceAOA S� a REfiaF 4-*cwRM sr Ab sa o..Aw.w PPe f er.sro��e_-N x 12-3- '� �e��Z 'y �ENG/NEERS �.«► A AV"l•.MS,AAI AWe rw*oN A nOpm .,w a reBr+. « sAM».Ru�IPWc wwewt � !x-3-19 /{ � � 64263 m LAKE STREET AT /-15 24 n kt sweez o— or wwm ADNf1!!•sRK so wf AGn Avffv-AIRIRHWN Na Z_S_I 'C 2 K C n.r, �/� _ �(, EYP 6/30/"��) NcH MARk L IT I * STREET IMPROVEMENTS sf li 7lne/ AS Mwlt �" P.�� 7 BRAD FAGRELL, RCE 4f120 UAIL MIK C TAING DATE CITY ENGINEER R.C,E No. 64263 J> CIVIV R�\P ELEVATIONS JJ5645 MSL CONSTRUCT/ON NOTES; CITV OF LAKE ELSINORE £0F CAl-NFO _ 5EE SHEET NO I FOR D£sC OUAN7117E5 & DETAILS ,-O" POSTMILE (KILOMETER POST) =1 COUNTY RUU'T'E', TOTAL PROJECT �P/=�1230�418 R/V �6.46/26.69 �42.59/42.95j 1240 EXISTING EP-� m c,� °^ �� °soh 1240 CONSTRUCTION NOTES h� hl� orn o0 00 00 � o;��o'��-ti ® 26.00' L T OF CL O O O h h O O O ^^ ^^ ^^ ^ry `�N N`� `�`��``�ry O CONSTRUCT 0.60'HOT M/X ASPHALT(HMA) CONCRETE QO^gd'OoihOoi TYPE A (AC) W17H'j-/NCH AGGREGATE GRADATION& PG 64-28 M ASPHALT BINDER OVER 0 65' \' h N N. 3 1 p% AGGREGATE SUBBASE CLASS 2^ ^ 2.63% `�.222% 0REMOVE AND REPLACE EX/STING PAVEMENT PROPOSED TC O COLG PLANE AND OI/ERLAY O.10'AC ® 32.00' Zr OF CL 0 h 4 CONSTRUCT CONCRETE CURB TYPE Al-6 PER EXISTING FS ® CL �1 O CALTRANS STANDARD PLAN ABTA PV/=1229.00 V 0o O O o h CONSTRUCT 0.55'HOT M/X ASPHALT(HAM) CONCRETE 1240 Cl- V, m y 5n �i o O O y ry 1240 Cl- CLASS Z AB(AC) W/rH J-/NCH AGGREGATE O O O O O O O �i O v� O b. GRADATION&PG 64-28 M ASPHALT BINDER OVER pv� I 00 O q O Dry Oh ox h� d.ti "T 0.35'AGGREGATE SUBBASE CLASS? 121 O O O O O ON 00 Oe _--- 0 h0 00 h0 00 h0 00 O O O I __- y,I") .��"') X + h^'1 O h of O�j y�o, p� O aq O of .* N^ � -.-- CONSTRUCr 0.95'JOINTED PLAIN CONCRETE ^� �^� H^ ti^ �� N rn� hry N zs6x) - 9 ( ) o^ o o� N h ^ ^ PAVEMENT JPCP OVER 0.70'CLASS 2 AGGREGATE (0,70X) (0.20%) (0.22%) (0.14%)_-®-_(0.10%)_-0- (0.002%)_ _--__-,_-_ (-0.30%) ,1 ___ - --- BASE(AS _--- ----- ---O- CONSTRUCT MIDWEST GUARORA/L SYSTEM W17H WOOD ------o- - _o- ---- --------- - -o- - 10 POST W/rH WOOD BLOCK PER CALTRANS STANDARD = 8 9" 9' A77L 7, P/=1229.64 0/=1230,18 P / OF 200, 441 44 a41 "4 44 ZW 4$ o4 19� PV/=1228.40 R£V/SED CAL TRANS STANDARD PLAN RSP A878 R 1240 mm� ��'�m� �m� �� mU �� k arna m ~fie 11 1240 O ^h h'n W b'O V V.... Ocp`oOrno, Ohh O 00 �� .F.�O Oh�00 ry IZ O� O I O� pp4 O� b� . r-j^co 40'.c0 ^� co^�O..cp ON^ �00 tp� O-1) O O O Oh O� 00 O.. O � O^ Onl OQi OOoi OQiOoiOQi NO�ihOoi OOQi "6"'�O h0 `�O ^cVN �410.1Ocph0 O� 00 00 Or\ oivT O� O N�^ F=1.49%*"�ti�ti�N (2.08%) (1.67%) 0.12% 0.00' -0.30% ^ ^ r=9.30 i PROPOSED E2 Y AC DIKE/ PROPOSED E"L Y TC'l m � \1-- PROPOSED TC -PROPOSED EP ® 37.00 RT OF CL ® 30.00' RT OF CL CAUTION HORY 1"= 40' l 24 44' 1229.67 40 25*00 26f00 27*00 28*00 29*00 JO*00 31*00 32*00 .3. *OO 34t00 35f00 ,CALF IN FEET �- Q� L a EX EP Z I1J211) 2 1 EX EP- 373+7P.9 al 12 O STA. 27t 14.99 LAKE STREET Q O EX. EP 123E 9B) =STA. 371t39.42 SB OFF RAMP J I/ � � 729zD2 rc ( g m =STA. 371t97.04 SB ON RAMP 13f2/ 1Z 1[� j3>2+77'31 '. /12307>Fx5JI `CJ r £X CONC. EMBANKMENT 11it66 �I j �fEX ST LIGHT TO BE REMOVED B 11J1.23 TC EX SIGN& i / J7J+50� 1290.71 FS POST TO REMA/N 13' 1232.94 7C EX LAKE STREET R/W - _ CR®7527 L 123E 16 fN ` EX. SIGN - T2309/TC EX VAULT-- \ 779L70 TC -- 113LB4 fS STA. 92f99.99 LAKE STREET REMOVE EX \ EX CONC £M511VAMENT r0 REMq/N� 119041 As EX. sr. ucf r& 123070 Fs N 12J248 rc =STA. 372t97.29 NB ON-R4MP SIGN&POST '-\ +; 4 REMOVE EX. PB TO B£REMOVED L M f297.98 Es .=STA. 373t 15.42 NB OFF-RAMP EX, ST LIGHT TO \ - SIGN&POST 1 EX SIGN& 1290.75 TC RG EX SIGN& POST/ BE REMOVED 1 30 66TC K �-EX INLET P/P I POST TO REMAIN��j 1219 65 f3' 4 E.°Z �TO REMA/N EX SIGN 4 r�EX. SIGN r0 - '� i° 1.928..98 fS ° I/ J�Ex FH l.. 1130.76f3j + 77J1. TC 0 EX, BERM EX BERM TO REMA/N� REMAIN "{X S/CN TO REMAIN 1190.50 FSREMOVE TO REMA/N P/P �-� �-vr- ) T71- �- �- -'1 5 12J0.33 TC PoRT/ON OF i -n.- (122919)/ (1228 ( sl) �( (f22BB9) sAwcur EX EP RELO�TE/REPLACE >23: 7 EX EPA EX. AV&BOLLARY3 5 (1130.49 TBJ 1 722971 fS �- EX. Al FS 'o iS 1229,,83 f5 EX. C7ER 1131.4 .fB ✓ J /?29.97 f5 26 >230.07 fs) 2' v 7230.52 7C 8 19 3 31 N 517 - JJl54.07 12JZJ4 FS 34� _ CR®2_0 4BCT _ J '.�i + - - - _ N06 24 00 _ L/NE_2 3 _ _ EX SIGN Q-� 1230171 T9 ) 'RJR 59 9J r,26+6f.27 N r� 27+6J35 Sg4YCUT L/NE ex: /1'ra'Rcs 9 } 3 + -� - 9 �) J3 12J219 FS 71 u71 T� 1 J I.28 7B r%- 1 a - JOIN EX..- 2 '� I (7134/7J � (111979 FS) 1190 07- l2J0 J0 TB C �, EX EP- 1729.60 FS_ 5 1 0 1228..56 FS p (1126:90) 72J7.90 f3 132.61 FS-EX EP 179070 )B (1129.B4 f$) ( ^ �f3 !G • "779.80 fS I 7229.66 fS REMOVE EX BERM BCR9.71.B6R I�^ Ex ar&r FD _ -^ - - � ECR928.90'Rr '�h - - Er 76'Rca--s - - -. _--�\62 - `71J24?e,r EL _ F /?9016 \ y\ EX Sr LIGHT TO (113011 7B) / �o� - \ --fX. VAULT /-` 5 • REMOVED F 29 , � `-' 1129.58 f3' \PROP. EP 5 PIP r 71196G'fS £X. vgULT!0 °�� EX Sr L/GHT 7 BE J 1229.E fS �,° H F� �`. 1 ��EX PP EX STORM ORN/N MANH E EX PP EX B 0. P/1� r r \ P/P9CR REMOVE ANO REPLACE EX SIGN&PoS ° gC '\\REMOVED I MOD/FY SD MANHOLE COVER 0 P/P �© J '-EX. PP P/P P/P 0 _ TORN_ n'.4/N PER SHEET C ��R£LOCATE REPLACE_EX S/GN& U-K-�I� , EX. SIGN& EX /NLEr P/P I V-1X SIGN&POST LAKE STREET R W ^ I 4 J �EX. AV& BOLLARD CALlRANS STD @'AGT/UST TO 'C c T ° ° , I \ POSTS TO \ \ POST TO REM R J OCA.F£X PB BE RELOCATED / / Re MOVE AND REPLACE EX 11\\y �'� < ( i •.�7291.94 TC MSKT ENO TREATMENT PER- SIGN&POST °� N - 5 100.69 EX /NLEr PIP I I 4 NNN REMAIN REMOVE ANO REPLACE 2078 CAL TRANS STANDARD t\ 1 fS Q EY. SIGN TO 1 ° `' Q' / SIGN&POST '` l 1131.44 fs (7130 770,179.58 REMAIN -EX cONc. EMBANKMENT � BCR Q Q ^O��(113248 fsJ �I h EX CONC EMBANKMENT Q H`� £?: S/.� -STRENGTHENED MGS I !1 STA. 372t35.12 INTERSTATE 15 \ o �usvr ro BE 1NsrgccED 2 METAL STA. 30.00 LAKE STREET �� l x GP Rlg REMOVED POSTS, 1 BEFORE (f2Jf 49 TC)J�` I V ANO /AFTER PER 02J099 IS) `a RSP A77R2 EX FLONUNE LINE/CURVE TABLE ECR I T'I4 NO- @E4R/NG/DELTA RADIUS LENGTH TANGENT ,`\\V ; F 622654" 26.50' 28..89' 76.07' AS-BUILT G N04 56 281W - 115..34' - 2 r EX. PAVEMENT ��Jf H 8474'77" 6000" 68.39' 54.41' ~TI ' 69'2947" 62.00' 7520' 43.01' ) / R.C.E. 64763 EXP. 6-JO-2/ DATE J 70'00 27" 20. 'DO ?4,44' 74.01' SEE SHEET 4 MCC ENG/NELRS K 88'4603" 0.00 7 00' 7B.59' 77.75 L 4T50'44" 20. ' LAKE STiQEET FOR RAMP IMPROVEMENTS ' 6.70' 8.87' M 1V544338" - 6.76' - N 402754" 24.00 7695' B.85' n1 0 47'50'44" 6000' 49.50' 8.87' U Q b 0 V 1./4 /1 7 CALTRANS PERMIT NO 08-15-6-M2-0720 THESE PLANS HAVE BEEN REVIEWED FOR CORM STA WITH THE APPROPRIATE PREPARED B1': P p�, CITY OF LAKE ELSINORE SHEET MARK REVISIONS APPR. DATE SEAL goFESs/ CONDITIONS OF DEVELOPMENT AND/OR CTIO'Aft STATE LAWS AND A PERMIT LSO C, q MAY BE ISSUED. h4,Q' TgiyVc^y ENG/NEEAS 06/7/18 MCT A RE✓/SE GRAO/NG ALONG 58 ONRAMP DUE TO EXIS771VG S40PZ CONDITION ON CENT PROPERTY 12-y- t� L� C'v'�ENGwE1RS.P NERS.5URV ORS a C°MPr°N. E.9 TE �.G°R, A2aal-a37G.M,-7R-,13o LAKE STREET AT /-15 OF 24 06 JF/7B ACT ®IDENTIFY UNDERGROUND ORY UTJL/TY LINES;A[3/UST EX/577NC SD MH AND RENSE PA✓EMENT SECTION 1?-1- W N0.64263 m 09/16/19 NCI ®AS-eu275 ESP.6/30/17 o SCALE: BENCH MARK: SHEETS If 12-3-19 2.17-17 4hl? * * 1~40' STREET IMPROVEMENTS BRAD FAGREII• RICE 43M DATE MIKE C. TANG DATE s p C-95-33 L4KE STREET FILE No. CITY ENGINEER R.C.E. No. 64263 TgTEOFI CAU_\ � DATE: 02/01/16 ELEVATfON 7fO MSL STA. 27t 14 TO •33t50 Cfll' OF LAKE ELSINORE SEE SHEET NO. 1 FOR OESC 17-016 z� c TRANS/T/ON EP COUNTY ROUTE POSTMILE (KILOMETER POST) 3 PORTION QF 7pp QQ' (/� PORTL0Lt/-OF 70aX"YC TOTAL PROJECT W P71=1247 0-2 P�1=1246.80 m PVl S'TA. 369450 00 �Vl STA 363t50.00 =0.B4%01=-1.B2% O O W WW 6,=0.84%Gp=-1.82% �,� O PROPOSED EP o ° �'b W ph �'b �' °` o'� o '� CONSTRUCT/ON NOTES *� ° o� o a 16.5, LT OF CL s2`Q<QP"yam L=46 9,Q /,:•I CONSTRUCT 0 60*H01 M/x ASPHAL'%HMA) CONCRETE r.Y.^ bic� co q. b y, O OIL p ply �V/=12.j1.r P/=123023 `j TYPE A (AC) W17H J-/NCH 46GREGATE GRADATION.4 EXLSTINC EP T R% N b b NO hlV O) °i O j C --4 4q PC 64-28 M ASPHALT 8/NDER OVER 0.65• '`' - "y- ti ^'rOj b �,b Oh ° p pj 0 �,�t AGGREGATE SUBBASE LL45. 2 ® 3 Lr OF CL �� ti �I^^'Y b h p"'1 ° OW °"� °I� b °!�Wi VW CONSTRUCT 0 60-HOT MLY ASPHALT(HMA) CONCRETE 1?40 1240 e y 7xJ.�' tiles b O 4 y h j,e} 4j o b h h ,ti h ti TYPE A (AC) W/TH f-/NCH AGGREGATE G'RgOgTION& I Pui=124706 , �^ bN o^T �v °� o!prno I AZq "�`� �ry O"'1 +r.� "�� +.� O d'10O bb 00 O bbb� PG 64-28 M ASPHALT B/HOER OVER 1 '•AGGREGATE oo,a}'^ry b Q SUB84SE CLASS 2 PVl STA, 36Jt50.00 O p p O o p o G,=0.84%P1=-1.82% ry^ REMOVE AND REPLACE EX/STING P4VEMENr 0 0,h EX/S7NO FS (0CL "'� °> C Oln q IN W OIL - - 7-_ n COLD PLANE AND OVERLAY 0 1.?-AC )NS rRUCJ CONCRETE CURB 'YPE 41 6 "LIP ,- -,z TRANS STANDARD PLAN A874 PROPOSED TC � 0E � 1 �p PVEMENT(JPCPJ OVER O S1 AGGREGATE V. O'� O 'tij h BASE ,48' O O,� O O W %� 1240 CL PURnUN OF 7PP.PP'✓C -- - `� o w v^s o v s o- a �r 1240 CL " h o ti p^ pI� �� PV/=124708 132a., PL I 5TA T63+50 00 ^ N ry +M, + N ^ ^ ^ REMOVALS & RELOCATIONS EX 'INC C/o ® -- - - - - _,� _ �I�� , t,�,',� z b O °O pp O W - - _ .E._ 1 F IJ REMOVE EXISTING PAVEMENT 'n 19.5" RT OF CL - z �� C P1=123122 W ^ m�- 'p pry ° °W ti uA " uy p'O - - ''�� b.. b�, �h h b O v C� O C� �,�V c,,<,'•n..,'�i W W - �- H2% �� ^ o h � � o ✓^a�mv" aveho�e^pW 1240 N �'^ ry ^N^ ^NINti'ti NN�iO CAUTION ✓—/�—�" ''�' _ PROFILE SCALE HOR/I 1" = 40" 7B[ VERJ 1" = 9' 363t00 364t00 365t00 366*O0 .367t00 368f00 369t00 370t00 371+00 372t00 373t00 X � O � v (f228 13) k O o m F, o > xv ~ x EP a� D E o a v J v o 1� O Cz a� �1 ok o J CI 1 � 3 mx g - �. EP "E ryg az tiu�aNN ti E� •b93� P FLOWL/NE +�" $m •rn � `6 0"l+��" �=� ► N f M O b O + a DAYLIGHT o �n" LIMITS OF GRADING - - �'a /1J266 y! ^ N� . `�a PROPOSED EP ' - - - ._FS ,J.. • o -- ~ f1J161 �BN B O N �} t � .. � J� � __>•_._ `� -i 1. - 1� e' , ` � �`~�`. 1231 11,„F.S E-x EP EX EP _ (SrA 12J74B 7H 366 J67 36 369 J70 �d 371 • I1J/98 FS '1144.89) _ 12JI 19 TCExSTLIGHTP/P (12446J/ 7244.J2 J24J 8B /14J 81.49.38E -EX PAVEMENT 37>f1500 i rC 2J1J5 TCf yIs 1S FS ,,4�6 SAWCUT L/ /8 Iq -✓IN EX J2 2 113069 F5' NBOFFRA1�PJ 99 FS J1JJB5 FS -1 - -. 11JJJ8 12J194 TC(1145J4) EX EP 12J1 44 FS K EX GUARDRA/C f3 12JI.90 F5 BCR SIGN 8• P057 r0 REMAIN O 1232n 2t99.99 LAKE STREET J72t97.29 NB ON-RAMP J7J+15.42 NB OFF-RA FS 17 TB)4c 3 v A �. EPa y59 FS) GAL OFo XEX SIGN _ C7 L/NE/CURVE TABLE_ o c NU BEARING/DELTA T RADIUS LENGTH TANCENT ' DO _ 0.•167J" 25000' 40.18 20 Ows23` 250oD' ao.IB, 201J'3' �AffE STi ?EET /- 15 NORTH50UND OFJ�RAMP (=;-• 107'41 D6' 25.00' 46 99' 5421 CALTRANS PERMIT NO 08.15-6-MC-0720 MARk REVISIONS APPFR DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL QgOFESS/ON CITY OF LAKE ELSINORE SHEET 4 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT ES' C T 4! /f-Mw J.VK*• o.4AAI rtW AWF C&LOV'r,AWISe/�✓l+h+/�t�w,w Cll.a strnws*W' a11�AAME �• 12..3_Iq MAY BE ISSUED p/5a/n.Mct As-6��Ks ��• ?'3-� ( �' , , No 64263 6/30L17c SNAIL' L4KE STREET AT /-15 -94 2-I'-!? a - BENCH MARK STREET /MPROI/EMENTS °F SHEET' BRAD FAGRELL. RICE 439 0 DATE MIKE C TAING DATE * * 95 J3 /-15 NB OFF-RAMP Fll� N,:, -- CITY ENGINEER R.C.E No, 64263 rgrEOFLCAI.�FO��\ DATE SEE 5HEE7 N0ARON J56-MOSC STA. .36,jtO0 TO .37,3t 15.42 --- CIIY OF LAKE ELSINORE - g G_ z Z COUNTY ROUTE POSTMILE (KILOMETER POSTI C TOTAL PROJECT - A W �. �.`*�. ' -lam.✓J/`tL �✓/ - 7J 1255 -1255 1255- --1255 1250 - -- - -7250 7250- -'250 EV577NG GROUND CL PROP. RQ40WAY /MPROVFML7J7S CL ' 19-5' PROP ROAOWiIY 19.7 _ _ /MPROV£MEN75 � �-- 155 '9 5' PROP R[W WAY CL 7 5 141' 21.6' PROP ROAOWA�c+150 4 0' -- 11.B' 1250 1150- - -t' COLDPUNE 'IZ50 7245' /MPROVEMEN /MPROVEMEN75 COLOPLANE -7245 7245 124 &OVERLAY _ 1B5___ _ 19.5'_ O �Y-, 27.7' EX/ST/NC GROUNp _ 4,3' 25' 14.2' 21.8'- 7.0' _ 10 EXIS77W GROUND --- COLOPLANE - -� \ IXLSAN6 CU4RDRC/L 75 747 21.8' EX/577NC CROUNO P� F5- ._ 4\ Ee1SnNC GUARDRAIL R OVEA(AY PROP FS p01 F5 / _ - COCOP(ANE - o✓ERur- "° l PROP F5, '0' (Taos) 1745 (1.o0sJ �I 'X15R1VG cua9ORA1[ 7245 1240 - 12a0 �1a0 9 124C 5yy 1 1245 1245 I 1 �- 1039ACL/7 w £X/snNG 0(IARORI/[ 4,sLRE s4wor uNE �? �� 4/S[RE-' - PROP Is �y1 ..os z_oasJ /�20os; 4-1 suwE x 12-OOX - a xcuT4&r 8 4.1 uaE ' Sixcu unr i W �W b W a EXIS77NG GROUND p g '-N EX15nNG GROUND 2aJ t 1240 1240- 1240 1235• H 235 7235 2J5 >h h 2 EX/5r/NG GROUNO EX/S77NC GROUND +1235 /235� - - - -1235 1230» -- - - - - --- - - - •1230 1230- .1tJ0 z -. -50 -25 0 15 50 75 -75 -50 -25 0 25 50 75 -75 -50 -25 0 25 50 75 -75 -50 -15 0 25 50 2 364 f 00 365 f 50 367f DO 368 f 50 == 3 -4�c r,' 1 •_,,.' -4 ALE H- 7"__..r ,"_a' ,GALE N 7' °,7. ,..-a. _4 H 1 -O, 71 - fn - Z7 zI < 1255 1255- -1255 1250- - -- -- -7250 1250- 125C - EXURNG GROUND _PROP RO4DWAYCL /MPROV£MEN75 CL _ 728' _19.5' _ 25' 74.2' 21,8' _PROP Ra4OWAY_CL COLOPLANE EX/SnNG GROUND PROP. RLMDWAY CL /MPROVEMEN75 S•OVERLAr IMPROVEMENJS <'^0 !250 1?SC• 1250 7245- - 7245 7245 _ 238' ,vs' _ ','4' ' 7s' 14z' 27 PROP Fs 0 EX/577NG G(L4RORNL zs: 14z' - 27.8' CIXOPlALANE - COLOPLANE &OVERLAY_ y\ F5 I i &Ot'ERLIY EX/SnNG GROUND {X/SPNC GU4RORA/( EX/SnNO GROUND 41 SCOPE- \ (2_OO,T) � r M,7 i PROP FS, '0. ExisnNc cU4RORa/[ ' X �� tS VV74�' E 1. X15nNC GUARDRAIL +1�o01<J I � - - 0 7245 / -- ' 7245 1245 I t,��f`7 ',`� 1245 12461 1240 1240 PROP Fs 9� 72000 114"' 4 F AW ' S((AE3dMCU7 LINE S40CU7 Off C am. a q EXISRAIC GROUND EX/577NC GROUND >^ N 2C V N '240 -11ac 17ao- ry 1240 1235 •1235 1235 h 12.ds EXISTING GROUND h` b >♦ h , 2 ry £X/SRNC GROUND hh ` A ` � A J D �23.5• - •1235 1235- - - - H235 1230• - - - •12JO 1230 .1Z7C, O -75 -50 -25 0 2550 75 -75 -50 -25 0 25 50 75 -75 -50 -25 0 25 50 75 -75 -50 -25 O 2550 _. 1 z 363f 50 365 f 00 366 f 50 369 f 00 °0 3 --4 ,-ALE H 1'_170' , •-a _ m - A - - .1255 1255 -- -1255 /255- -1255 1250- 125C CC ExrsnNc cRouND CL PROP. R04OWAY PROP ROADWAY _ CL ' IMPPO✓EMEN73' r95' /MPROV AAM75 -..�. -1250 1250 _-- 11,9` 19.5' •7250 7245 ?5' u2' _- 12a, �1250 1250 CL 2/8' 7B' �22' 11.8' PROP. ROADWAY - OCYDPLANE CO[OPLANE %VPRD�- 4.OVERLAI &OVERLAY EX/S77NG GROUN29 _ _74g' EX/SnNO CUARDRVL EX/SnNG GROUND --------- - 25' 14.7' - -71,8' 1 p EXIS77NG GROUND /Ild,1�10.1) PROP FS +1.0' - C(XOPLANE fXl571NG GLWRO.PA/L EX1577NG GUARDRAIL dOVERLAY PROP FSjj- 17a5 7245 vtiL 72OosJ �I�� 7245 7245 PROP Fs. 1.0__ + ;�• 17.pOX - £Y1S77NG GLL4RDR!/L 7245 1240 \1 LX1X r2 twsJ 240 4.r SLR E ' 4/S(OPE -s4ilc(n ue� I � � zOasJ la W x IZ.00x v a y ExrsnNc cRouND -1240 1240- $ •1240 1240• •1240 1235• q h h .1235 3 0 w h CXIS77NG GROUND F„ h 2 E"..SnNG GROUND Hh _ O h >h EX/SnNC GROUND C3_. -1235 1235-- - - - -- -- - - - --1235 7135-•. - - {- - - - - - - -- - - ---1235 1230- - - - -1230 ' ,n -50 -25 0 25 50 75 -7.5 -50 -25 0 25 50 75 -75 -50 -25 0 25 50 75 -7.5 -50 -25 O 25 50 75 z 363f00 364f50 -X . 366 f 00 67f 50 l I[E /. I„ ,�. 4' NORTHBOUND OFF-RAMP - REO )° .� V� INV. I 4 s� n C/ 1 OSS 5f-C/ /O/ Y S a >Tr CALTRANS PERMIT NO 08-15-6-MC-0720 t MARK RE'yI'S10N APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL Q ROFESS/ CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT �p C r04'q� - ----- -- CITY OF LAKE ELSINORE SHEET 5 12- MAr BE ISSUED 4�\�E 4Yyy ENGINEERS oc/a 1a ® RAISE E- ,sA NOfQL�u.Wt RlWSE iA✓t�PNTficlr4v M Cmss s[atws Me.Ic OfFAAwr. 3-l 09/fG/11 ACT AS-6olUTS .u• (L�3-) c, c 7- `,li �•� - w EXp s%3n 1 2 SCALE L4KE STREET AT /-15 OF 24 �.'�7'�� f1�(� L .L I I * * BENCH MARK STREET /MPROI/EMENTS SHEETS BRAD FAGRELL, RCE 43 20 DATE MIKE C. TAING DATE C-95-33 CROSS SECTIONS FILE NoCITY . CITY ENGINEER' ELSINORE R.C.E. No, 64263 �TgrF FI CAL\FO��\P GATE OZ/Ole lti ELEVAT70N' 135645 MSL OF SEE SNEE7 N0. 7 FOR OESC STA. JU400 70 STA. J58-Y'50 + R z - z c COUNTY ROUTE POSTMILE AL POST) _ �24' 245 1245 T .7245 TO AL PROJECT m m PROP.RO4DW4Y CL R/v I5 r ��-:-�'h.by =� :y;- � .�� _ m IMAPOIEMEEN,S '- -I 20.7' 19.5' EXIS77NG GROUND -- - - 21.6' 7240 1240 CL COLOP44NE PROP ROADWAY •1240 &OVERLAY- 1MPROVEMEN7S 7 ryb EX/S77NG GUARORA/L .5 14_1' PROP IS ' }5'� I' I 71.8' 2 OOP , (1.Oax) EW PAVEMENT 7 7.; S EXIS77,VG GROUND - - c1 xOPE ' ��iIICYi7UA1E 7295 1235 � 1.a' _ 1233 PROP N 4'1 SC[bE V'K EX/ST/NC GROUND q >h 'r'3/• a h 2C ' -1230 7230 p~ �" EX/57/N _G GROUND 1230 N q ' ry hh � 2� O - - -7225 /225--50 -15 0 15 m 50 75 -75 -50 -15 O - -7225 _ D 25 50 75 G 370 f 00 J71 f 50 c 4" 7245 445 -7245 - m PROP ROADWAY CL 7MPROV£MENIS ' -- -1 CXIS77NC GROUND _ 103"_ __ 195 _ __ . 5' 14.2' 7240 COLOPLANE PROP ROADWAY &OVERLAY- -1240 1240 iMPROVFdlEN75 - •1240 1240• -1Q. - 116' -- I9.3" -EX/$nNG GUARDRAIL 1240 PROP f3 15� 141'- Z/B' CC COLDPLANE _ _ N136(.7 OL1x) ' EXISTING GROUND B.OPERLAY_ A15.ZDtMSY_ 79.5' 4-1 SLOPE 10' _ 7J 7' 135'_- 7�.f,- 1235 1235 PROP F5 ��- NEW PAVEMENT a I y3 F5 7235 1235' W 6X 7 oox 7_UD><) 1 O' W h ExlsnNC GROUND *1 SLOE `S4-malr 4/1E PROP FS I N1 CURB 4 `ry3 L64X) EX/ST7N6 GROUND '_�r? hro I` •J230 1230 W -1230 1 230- 4:1 SLOPE 1230 ry EX/SnNG GROUND 0. Q r b EX/SRN;GROUND r4 h h A -7225 1225- `�' s -1-725 7225- D J -50 -25 O 15 50 L5 -75 -50 -25 O 75 50 75 -75 -50 -15 O 25 50 75725 • I Z O c 369 f 50 J71 f 00 37F 50 s� z 4 d .r 4LF H - - 1..-4. 4-1 m -,,- m < - 7250 7245 -1245 1240- -7240 m PROP RLi40WAY CL /MPROVEMENIS 2J6' 9.5" PROP. ROADWAY CL - lf.?' 145 218' PROP ROAPi CL 7245 1240 NEW PAVEMENT u 3' 14.2 '7240 1235- GROUND EX/STING GROU iMPaOFt',EN Exlsnvc ND 1235 1/B 1/J' 19.3' COCOPLANE 1.0' - q 14 Z''--. A'OVERLAY_ PROP FS COLOPLANE EX/SRNG GL/ARORA/L I % .0031 (?OOl) R OVERLAY_ PROP FS j X - 114u /O. 1240 1235 �1 1.oOs) ��• C1 szc+� 0$ EXISTING GUARDRAIL z �Z,OOx' ( 17,j$ J1.j0' _- __ EX/577NG GROUND /230 PROP FS 1 SLOPE ' SANCUI LIbE `. % W `ZOOx % (?DOT) EXIS77NG GROUND W n 41 SLOPE ' `S4MCUTi/Nf y b o qq >h ry 'ry = W ^ EX/577NIG GROUND �- -- � 1135 /730• � m � r '>230 1725� 1 ry W n EXISTING GROUNDh0 v =`h 225 I7 h G .`130 - 1130 7225• __- Z - -50 -25 0 25 50 75 -75 -50 -25 0 2_` SG 75175 /72075 -50 -25 0 15 50 75 369 f 00 J70 f 50 z C .372f 00 3 NORTHBOUND OFF-RAMP CROSS SECTIONS ` IVIPR!^ REVISIONS APPR. SATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL CALTRANS PERMIT NO 08-15-6-MC-0720 py� CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT ?�pFESS/ C 7G+bq� I;IT� 'jF LAKE ELSNORE SHEET 6 �/8/8 AICT Rfl1st;c.ncrtXlau Abrk CM�,oUr,AM Se pwE.ae,•�►str�rsN n+t/ex ttcyK,vs Awb 1-7-3-11 MAY BE ISSUED p 01/&/m My ®ps-Soars f 2-3_i a l• q c L -- ENGINEERS ( �_ . � E%a 6/3017 ,(,ALE LAKE STREET AT /-15 OF 24 BRAD FAGRELL, RCE 43 0 DATE MIKE C TING DATE * * -Zo BENCHMAR" STREET IMPROVEMENTS SHEETS CITY ENGINEER R.0 E No. 64263 Jp f pFI V I�- �P C-95-33 FILE No CITY OF LAKE ELSINORE qT (i� ELEYA770N J35645 MSL CROSS SECTIONS C DATE, OZ/01176 SEE SHEET NO 1 FOR OESC STA. .�69f00 TO STA. J72t50 -O _ z c COUNTY ROUTE POSTMILE (HILOMETER POST) TOTAL PROJECT pm - a tb'�,6 125a• �'G J.(7' =COLOPlAN�_ PROP ROADWAY _ OVERLAY IMPROVEMENTS \JI 9.7_6.0'- 18 6' _ P S (2 709) �I /18SX/ AC LNXE �JC t134x'-,.1 -1730 s4wrur LAYS ' ,MIX 245 24 ro i ti � 1225 � h 1240 1240 221 1220 1240- -- •1240 1235 12 rG CXIS77NC GROUND CL ° 50'COLOPLA _PROP. Ra4OWA CD 12,5 CL 1240- -1140 '� I oVERLAY NPROVEMEN75 _ '1 r,5- 7735 _S, ` Z 7130• �` /240X .a,o PM7P -1230 >,' 0 f167'COLOPULVE__ I #372' _ J J OVERLAY �.- COLOPLAN€�_ _ _ PROP RGLOOWA_Y - _ R OVERLAY 15.1' IMPROWEMEN75 120% C _ _ z4scvr LLnE� 3 .� 2,, - •1210 crAee 1tiM19 .72XJ J (I.2z/'O` r2X i cuRR 7735• CL `1,�}��G 12J5 D -75 -5C -25 0 15 50 75 1230�- _ H230 \:� M0- .O'CO(17P[AN „�PROP ROAD AY l a. a $ -7225 S4NCUT:/M1E ' -d•OVERLAY QRR-VEMEN7S 71- h ,'r + _ 105_ -TS -50 -ZS 0 h 25 50 75 4 \� 2 f 50 9xJ�(I_e ) 3 c nvR 20x' -11J0 2J5, -7735 o q 1230- - - - 1115 - - Wtil 1250-• WLr CC EZY N225 saxcur LSYE ' 1250 t74,4' __ t¢',Q�" RlW -75 -50 -2.5 0 �25 50 75 btig fG O'cOLOP[ANE�- PROP. RPAOMwr iMPFOVFML7Vrs ` n Y 01,6�Ar 82' 6_,- 193' _ 2i7T 5(�' q o �D O r 7aJ a /�sx/\� r 15R �xac Dorf ._ 1225- - -- -- -- - q - - *7175 _ - -12JO 54#nff aNE ' P4 AW /235, -1235 -75 -50 -25 0 `15 50 75 1245 1245 c` o✓VERLA Y 28 f 00 - f49.J'COLDPLANE 5595' ANE _ V W r LAr -- -- tr EPU .,._-ALE- OWER - a e 1225 �' (¢O%/ \� !o.%J - �`\ 1140- 12JO 1240 1140 EX/STING GROUND EX/5NNG GROUND J21G CL 20 6 7735 - m ` 735- ° 12s- -75 -50 -75 0 75 50 75225 0'Col ,I€_ _• PROP ROAOWAY 773'S 72_�5I _ C _ R OVERLAY 16 4- /MPROWE4EN75 G 2C7f - 245 __. � 4 blz 6'COLOPUNE PROP ROr7OWAY 5 Q Z -`)LL H ' . •.. 4. (1.9>tJ "0`� (79XJ'-�� POP fS♦.CMFB 4.OVERLAY ._ _-. IMPROVEMENTS - N 120X 5 5'r5 4' -1215 11J5 CL •7735>1J0: _ __ - - - -- - 7230 \ /110% :l PROP rs W 2 Y E'L Y SABCUT UhE 7 r W -5G -25 i 25 50 75 R/`y 1130 ' '], rz0% `11.-0 = m R/�'ti' t774 ;59.0' C �5 f SO 70'COLOPLA ,_ PROP ROAOWAY I a 54MCUr LMOE � N� OVERW IMPROVEMENTS 277' V W PROP♦5' AC DA'E �^ !1 J3XJ"� '�SSXj a' ♦ �'. � W W -11J5 7730, _1230 1225 - - -- -- - h - -l225 R S46CL1T LM/E -75 -50 -25 0 25 50 7.5 7225- - h - h �' •1715 -7.5 -50 -25 0 2 75 27f 75 _ 2af 1r1WY .-� AaX) V,1M1/ 1730 1125 a 1225 1240- - - •1140 1240- M y -7240 1 EX/SPNG GROUND I �I CL I 1225 1220 1220 1235- 72J5 12J5- 72J5 I f26 5'CO(OP[ANE 2.1'COGOPLANE &OVERLAY dt OVERLAY _ PROP R040WAr CL - -,- 149. !MPRROVEAIEN7S - 20.7' 7'COLOPUNE __ _ PROP ROAOWAY ♦ `'„ro ;,� - PV£R[AY /MPRO✓EMEN75 EX/SI7NC GROUND .AMP FS ��',o B 3' -ate .O.Y�' craaR -0,." Oar) P 0 � 7215 1230� -J230 1230- - 120X •1230 '3 p 1220 1215 S401507 Ulf ' D W W W Z "� C7 z q -1216 1210, - - - *1270 1225� - - -7225 1225 - H •7125 - c -50 -25 0 25 50 75 -75 -50 -25 O 25 50 75 -75 -50 -25 0 25 50 75 -75 -50 -25 0 -25 5,' 75 = 3 27f 52. 61 i W 25 f 00 26 f 50 28 f 50 - a,. _4. LAKE STREET � - n 1//11 T "��CJ� •9/r�I19 � fb 2/9 /17 CROSS .,SE-C IONS - R.C.E.642t3 c•r:'�.�xli,_._..._4P1f._ CALTRANS PERMIT NO 08-15-6-MC-0720 MARK REVISIONS APRR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL QgOFESS/O,y CITY OF LAKE ELSINORE SHEET 7 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT C 7, q! ry MAY BE ISSUED Oi r r caA11.w ' sa M4•Aeo,dc IA{MF A./f 56 cw<MI iu[fo tll v!nMwiro.+, u- 12.-3-1 y c+ c+ - LAKE 1 w ii 10 AC 1 1 0 Um 'NM es .4J&V E.Is1/�c So Aft,wi[iJttf i r sirne,4. - - 1 Z. g : _ w z' " '�` �� /—" OF �Y 1 / rc Ezp.6/30/17 z, SCALE HLN,,H Mqn N.. SHEETS .�u ilcr As- .ars -�.VL -`�Q c !7-(? ' _ _ i 7 STREET /MPROI/EMENTS * �*% -1C C-95-JJ FILE No BRAD FAGRELL, RCE 4392 DATE MIKE C. TAING DATE J'l CIV1� �P ELEYAAON /35645 MS( CROSS SECTIONS CITY ENGINEER R C E No 64263 gTEOFCAUFO�� DATE. 02101176 SEE SHEET NO. 1 FOR 913C STA. 25*00 TO STA. 28*00 CITY OF LAKE ELSINORE POSTMILE (IULOMETER POST)COUNTY ROUTE TOTAL PROJECT hl(' LeT.46TI _ •, 115C 1235- CL_ 16,T 9:D' -1235 t726'CCYOPLANE COLOPLANE R&R CD OVERLAY &OVERLAY AC CONCRETE PAVING(LENGTH PER PLAN) _ m1245 1245 1245 (23/) - T��SJ -'_�� _ _ D I': C (f;*) -g,$ (2OX) /zO-sJ�" �1 !r+ `rs ''ai C 7240 1240- -1240 b h _ m a m m 122s- - 1zz -75 -50 -25 0 25 50 75 1235 1235 1235 33f 00 'AZT H - -4 CL_ T43' _ CL_ 1J.a- _ 7 COLOPUNE�___ PROP-R(911'AY 1 I'COLO.Al_-,-_ PROP_RRQQ44OWAY &OVERLAY - IMPROVEMEN75 &OVERLAY IMPROVE FV75 FRO'Ts I23C 1130- -a`� /r 97,tj' �, 1" -1230 1235- go, 16.4' CC 22 J' 40, -1235 1240 1240 - R&R COLLIPLANE COLOPUNE R&R 0L S4#VUT LAC! �LMnR�4/ PROP R340WAY _ AC I&OVERLAY_ &_OVERLAY_A_C PROP ROADWAY S4NCU7 LINE /MPROWMEN75 �� ' 61." 1MPROVEMEN77 {�I�� CIM 1 pOO.T 100,}`J+`r r 41 SLLWE - -1725 1225- - - .1225 1230� J.1 .6` f5 - 1230 1235- -O\ 17_i5 - -sr -15 O h?5 h SC 75 -75 -50 -75 .. h ZS h 50 75 S4 'U7 r+ecu7 LLW ' ;5)6Xl b ti _ _ 1255 1255 1255 1225- h h 7225 1230 ` 'I` 1230 cl cl -75 -50 -25� 0 25ry- 50 75 -_ D 32f50 '* A,� H a z C z •1250 1250, 1250 1735- -7135 1225- - - .1225 N C - 23J' CL 16.8, 9O' -75 -50 -25 0 25 50 75 =' PROP Ra40WAY•___ COCDPLANE _ COLDPLANE R&R_ _ PROP. ROADWAY '-K W /MRROVEMENIS 67'I &OVERLAY CT✓FRL41�-�AC /MPROYEIRtW75 = m J.O.T '"•'�* .F1 SLORE `-S4#Wr LMf 54MCUT LAVE- 1 a1YL.G//T W V o�o 1<4, 1240 1240 1240 1225- - a h -1225 1240- 1240 -75 -50 h -75h 0 25 1 50 75 32 f 1 9 5 145' CC ?Z 1' 5LACE. H. ? - =41 COLOPLANE COLOPLANE - &OVERLAY &OVERLAY PROPOSED R040WAY/MPROVEMENIS, r� .1235 1235 1235 1235- -1235 1235. y 1235 CL hh CL_ 249' _ (:•L y, 16.2'CLXDPLWE 3.3'COLDPL4N4�_�,PROP- R040WAY 24!_T (36 �� ' 10'COLOPLAN PROP ROADWAY _ _ T75" _ - &OVERLAY &oWf BYO, <7 /MPROVEMEN75 (- J ?®' f. �- !0'COLOP4A1V,1___-- PROP ROADWAY &,oVmAr 1MPPOVEA/ENlS �.'.� R&R ..a &OVERLAY 1MPROVEMFWS /259,$) ! '' 1230 1730• (1s5zJ � 7RROP rs �7130 1130• l�M1M1B�29ex) J AC (zLbzJ'3?s '6.ys J!SLaE -1230 1730- '130 O S40VU7 LAVE ' S4MCUr LMY 1 I = Dan,r✓Lr -Wrtff LAVE D aanlpR - h •1275 7225 -1225 1215- ° a -1225 1225- ' z 75 -5C -2.5 O h 75 h 50 75 -75 -56, -25 O ti 25 h 50 75 -75 5[' -25 0 h 25 h 50 75 -75 -50 -25 0 75- 5" 75 _ z 30f00 31 f00 32f00 3.3f50 ,•. _.. ,..-4' ;r-a.F H ,.•- ••_Q• "r"AlE. H: ,•.-_ ' '-4 - -- - D LAKE STREET REc7 ®®RAwlm� r— _ a►1:�I14 C,RoS.S. SE�1T//� 1 R.GE647Je3 EXP.dlso)al //�V/ / /V//►Y/J CALTRANS PERMIT NO 08-15-8-MC-0720 b1ARk. REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL 9<kOFESS/ON CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT �0 C T q� TY OF LAKE ELjINORE SHEET 8 OWN 18 m6f K.MW u u.o ocv Tut w s ez4s ti n n. ,. R 14. If 11 MAY BE ISSUED �4� y J /,V 11V_=_=RS 05 + is,'4'r ® svwvs u. 17-3 _ w No 64263 " LAKE STREET AT /-15 24 t 2-1T-17 211117 * Eza 6/3oh * scALE BENCH MARK STREET IMPROVEMENTS °F SHEETs BRAD FAGRELL. RCE 43� DATE MIKE C TAING DATE C-95-33 FILE No sT CIVIC P ILEV47rON 135545 MsL CROSS SECTIONS CITY ENGINEER R,C-E No. 64263 gJEOF CAUF�� SE£SHEET NO 1 FOR DESC 1�� 1 CITY OF LAKE ELSINORE DATE 02/01/>6 STA. 78f50 TO STA. .32f50 ^I COUNTY ROUTE POSTMILE (KILOMETER POST) TOTAL PROJECT R/V 15 26 4612669 /425914295) CONSTRUCT/ON NOTES O6 CONSTRUCT CONCRETE FLARED ENO SECT/ON PER CALTRANS STANDARD 9948 HEREON EXIST SURFACE O1 CONSTRUCT 30"RCP PIPE CLASS/V(20000) AT PIPE CL O CONSTRUCT CONCRETE COLLAR PER RCFC&WCD 7230 n STANOARD DWG NO. M803 I �\ PROP FS REMOVALS & RELOCATIONS 30 REMOVE EXISTING PAVEMENT REMOVE EXISTING INLET STRUCTURE 7220 I �1 31 REMOVE EXISTING P/PE AND CONCRETE COLLAR I Q O CLEAN AND REMOVE ANY OSSTRUC77ONS FROM EXIS77NC 1 PIPE AND OUTLET STRUCTURE (5_0.0106) — S_0.0142 0 o 0 1210 oorn �zv ¢CDN ¢OCDh cQ1 O1W� �m� V1W�N V142i�N CONSL 18.20 LF JO"RCP CLASS IV (2000 O-LOAD) CAUTION PROFILE SCALE HORIZ. 7" = 40' DBL. VERT 1"= 4' 9f00 10*00 11f00 12*00 W of Y w 9 N79'78'14'E Sy ON—RAMP W Ir C� -E,'Zs LS/i 5IR I jT C/1Y OF L4 S/NORE o --� _ E L bl F o 7 i°1J� - o I pp ie �^�W�ti ^,+:N� - ENB vEN N= AS—BUILT ENO VW PLAN u19 EXP- 6-30—Z/ DATE AW ENOLNEERS B ISEC,IJN 4.4 `SECTION B-B G n m WPRECAST CONCRETE FLARED END SECTION TYPE A PRECAST CONCRETE FLARED END SECTION TYPE B I -. 40' 0 40' 80" 120" UNE DATA 1 A 3L G e SCALE/N FEET 30-INCH STORM DRA/N LINE LINE BEARING LENGTH l CONCRETE FLARED END SECTIONS O 1V54'4656'E 1820' DB6B T CALTRANS PERMIT NO 08-15-6-MC-0720 'U4b 6v 2�9i L� - - MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL QROFEss/oN CITY OF LAKE ELSINORE SHEET 9CONDITIONS OF DEVELOPMENT AND/OR CRY AND STATE LAWS AND A PERMIT MAY BE ISSUED. �4��y-F'C Tq�y<<^y ENGINEERS 0617119 MCT ®RENSE GR9011VG SO PLAN&PROFILE ALONG LAKE ST AT 59 ONR9MP DUE TO EX SLOPE CONDITION crvN._NciNECPs•Pu pENs•wWve,oas 09/?6/19 A/CT ®As-eurLTs 12-3-1°� CD No.64263 m ��aNPTaN.VENUB.Sp�TE,Be.COPON.�,. LAKE STREET AT /-15 OF 24 `7—,� // Exp.6/30/17 z SCALE: BENCH MARK: SHEETS z/ ,� * * ,., ,�,. STORM OR4/N /MPROI/EMENTS BRAD FAGRELL, RCE 4392 DATE MIKE C. TANG DATE S) CIVIC ��R ELEVATION.'9/35645 MSC LAKE STREET FILE No. CITY ENGINEER R.C.E. No. 64263 4leOFCNO'i DATE: SEE SHEET NO. 1 FOR DESC STORM ORA/N LINE EXTENS/ON 17-022 CITY OF LAKE ELSIN IRE C i POSTMILE KILOMETER POST) = m COUNTY ROUTE TOTAL PROJECT S7 Jr2. PROJEC � SITE NPDES l STORM WATER POLL UT/ON NOTES- EROS/ON CONTROL GENERAL NOTES.• OWNER/DEVELOPER:- ENGINEER/PREPARER: AL C R/OGE- -- - - - HEPH _ :HE DEin JPJ^' 4NL MS ;LWW 'O/P'o f �l,F')h �7P' MPLLME NL4"ON a'. t� %44' ''+t h .4-'i + ,Mr hr.t ti� A,I, :� s- •W' L I✓r°` r 4HE __ I SWPPP-APPROVE[ PRE-OUAUF/Ei:'SUP FROM Tt "1,r/7)RN/A J70RM WATFF- ,Aj ALE S �UOKE 4L BERH/LC ✓/OME BUILD/NG, rN< ALHIPHILC NUME HU/LUWG; 'NL. "Nr:' IMP r(JN Al'ZNUL. 507,E EL EIM?RE ('450A HANDBOOK WEBS/TE FOR CONSTRUCT/ON ' '4/N SEO/VENTS FROM 4'-, ^'--TE KI /N BEACS PHONE NUMBER )'95/ 285-5775 6455 ALBERH/CC RANCH ROAD '✓•':'ANTI �.;4. .91B87-,d,)70 LAKE El SNORE, CA 925J0 ? k'?17B zE " 'L THE MAX/MUM EX'7ENT PRACT/CABLE THE ERCti 'h`a,/ 41f a•'PF 1 . .. It' N NT4i T MLkF - T4LNG `•� -wl .PLAN 4NE APRLILABLE SWPPF a_ WE- 45 -4N:P' PEW =?P FMERr,f-W. WGak S-,AL: 9E 4PA/L4Z,r - =: 'V, Orin/NG *H£ PAIN, (957) 245-04T6 - HYDROSEEDING, MULCH/NG OF STRAIN, GRAVEL-B4G�/✓. �r,.[/'/h ,'..tit L N!rr t ,.:%h 5EA50N J[70BER 15 THROUGH APR/L 75. NECESSARr MATERIALS _t"AlL BE AVAILABLE CONTACT TOM TOML/NSON, PE D/CTA7E0 BY F/ELO CONDITIONS TO PRE✓ENT L-RO5/ON AACIOF THE W7R0006T/ON L'! PIRA, Mb0 OF ON-SITE AND STOCKP4ED 4T CONVENIENT LOCATIONS TO FAC4/ATE RAPID R�'8�'!4 DEBRIS INTO EX/STING PUBLIC STREETS AND,OR ONTO AD✓ACENr PROPERr7E5 DURING 4Nr PHASE OF CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL 9 MEASURE5 WHEN RAIN /5 IMMINENT .DNS RucTIDN oPERAT/0Ns ' EROSION UNTROL DEV/CEO SHALL NOT BE MOVED OR MOD/PIED W/TROUT THE APPROVAL OF THE C/T EROSION CONTROL CONSTRUCTION NOTES: Y WATFR POLLUTION ^JNrROI PLAN(WPCP) SHALL BE KEPT JN-5/TE AND MADE AVALLABLB UPON REOUESI ENGINEER 4 REPRESENTATIVE OF THE REG10N4L WATER QUALITY;.0NI-ROL BOARD(PWOCB/ - SA/VrA 4N4 REG/ON 4 ALL REMOVABLE �i INSTALL SILT FENCE PER DETAIL HEREON ,P4 D PR07f "'.E DEY/CEO ,v wh �,4LL B£ THE/N PLACE AT ENO OF EACH WORK/NG DAr aNG'0R ^OUNTY OF RIVERS/DE WHEN THE ;5; DAr NA rHARII t+'CEEDS 9F77 P£RCEN7(50X, INSTALL FIBER ROLL PER DETAIL HEREON, RIVERSIDE y�`� _ FORECAS'S SHALL BE ar .. r rS PROV/DEC; Br NAIIONAi OCEANIC ANC ATMOSPHERIC 3 INSTALL JRAVEL BAG BARRIER PER JE'AK HERfOh - NT' r�'-��- ' SONS%RUCTION 5/7ES SHALL BE MA/N7A/NEC!N SUCH 4 CONDITION %HAT AN ANTiL7PA,E.: J.'ORM DOES - A107"TARRY WA57ES 09 PCXLCI7ANT5 OFF THE SITE DISCHARGES OF MATERIAL OTHER rHAN STORM 40M/N/STRAT/ON(NOAA. - y� z ® STORM GRAIN INLET PROTECTION PER DETAIL HEREON WATER,'NON-STORM W47ERf ARE PROHIBITED EXCEPT 4S 4UTHOR/ZED BY AN/NDLWDUA, NPDES PERMIT C /NOEF HE STATEWIDE GENERAL PERM/T - CONSTRUCTION 4CDN7�' S. AFTER A RAINSTORM, ALL S/L7 AND DEBRIS SHALL BE REMOVi'O FROM CHECK BERMS, S/LT FENCES, �5 INSTALL BONDED FIBER MATRIX PER 2015 CALTRANS AND DE5/L,%NG BASINS, ETC ANY GRADED SLOPE SURFACE PROTECTION MEASURES STANDARD SPECIFICATION 21-2.02J. - -i--�' DAMAGED DURING A R4/N57OR M SHALL 4L SO BE IMMEDIATE[Y REPAIRED NOTE. W �)7ENTIAL POCLIJ7ANT5 NCLL-1OE BUT ARE NOT 0M/TE 'J , L, '- . Pq, WA;TES '7�nV PAINTS, STAINS SEALANTS, SOLVENTS, O TT ENTS, ;L DIES U _ 5. F/La SL ORES A7 THE PRO,/EC7 PER/METER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE ALL EROSION CONTROL GRAVEL BAGGING, DRAINAGE DEVICES, E p�,' rF+%CrZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS. PAINT FUELS. rONCCUSION OF EACH WORKING DAr SHALL BE INSTALLED CONCURRENTLY WITH THE GRADING AND ";;_� A' EOCA 710n,- ,Yqr<. 'IL5 LUBR/CANTS. 4ND HYDRAULIC, RADIATOR OR 54PTRr%(UiDS, -^J' 'R CONSTRUCTION OPERATIONS FOR TH15 PROJECT -,RING RESiDh'FS Q A74BLE WAS FS: &4.= pr7M ENGINE.EV,r"11 - -t+ .� 'Ht :N'YAK.'�iR :HA- BE 4r11L yA✓E `05�L JN 'HE :11E _ PRE.EN' PUBLIC B-C" MAx. DEGREASING, WASTES FROM STREET CLEANING, 4ND SUPEF-CH[JRiN� .. ., TRESPASS INTO AREAS WHERE WATER lS IMPOUNDED WHENEVER THE DEPTH EXCEEDS FLUSH/NG AND 7E5771V6 DURING CONSTRUCTION, DISPOSAL OF yUt 1.I- - TWO FEET JR CREATES A HAZAR0005 CONDITION 10 G4. WIRE 57AKE� SPEC/PIED AND CONTROLLED 7EMP0R4RY AREA ON-SITE Pr'YSiCALL . 'L'M TIES 4 EA. WATER RUNOFF WITH UL T/MAT£DISPOSAL IN 4CL'OR941vCE N9L4 L Or,A, STAKE LEGEND REQUIREMENTS 8. TEMPORARY S011 STASILIZAT/ON ME45URES 1N5TALLED ON GRADED SLOPES E,r"GEED A "3 1 RATIO AND/OR _ TEN (1Q. FEET IN HEIGHI 1 xirstz>_ .,=4 �Aa RUNOFF FROM EDUIPUI15CHAENT 4ND VEHICLE WASHING SHALL BE:'OBTAINED A CON57RUC 710h SITE 4N0 .9 DES/LT/NG F400T/ES A7 ALL DRAINAGE INLETS FOR TH£GRADED SITE, DESIGNED FOR 4 TWENTY-FIVE '0� p FABRIC -m T /NCL ML.'S' NOT BE DISCHARGED TO RECEN/NG WATERS JR LOCAL STORM ORA/N 5>'S'T£M "� } 25i YEAR S/X '6' HOUR STORM INTENSITY IHEr MUST BE DETAILED ON THE PLANS m Z -FBEP 4PPROPRIATF BMP`. RJR .ONS*RL'L'T'ON-REtA.TD MATR/ALS. WASTE`. .PIL.= %F DESIGN 4Nr SPP"'/FIi RECOMMFNDArIONS SHALL BE SUBM77f-D FOR rHf- FOCI?WING IMPLEMENTED TO ELIMINATE OR REDUCE rRANSP0197 NPOM 7HE SITE 70 5rREE'S. 01,?4/1VAGE F46/L;71ES, 4. 9E5/[TIN6 BASIN VOLUME BASED GN GRAD/E11/7 AND NATURE OF 501L5 . WOVEN FABRIC - 'JP 4D,10/N/NG PROPER77E5 BY W/NO OR RUNOFF B THE REAL EXTENT OF ALL GRADED AREAS' AND /DENT/F/CAT/ON OF ANY TEMPORARY SOIL /S AMOCO 7380 STABILIZATION MEASURE5 S/L T STOP a ry j MATERNAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANK PORTABLE PR u C SIZE OF DESILTING BASIN OU7LE7 PIPE-AND OVERFLOW OR EOUAL 0U/OS, o MSA =MATERIAL DELIVERY ANC STORA, 7E[S ANC POWDERS SHALL NAVE SECONDARY.:'ONTA/NMENT AND BE STORFC AWAY FROM Al,'4[ PRIVATE ' D DIKE REQUIREMENTS SHOW MINIMUM WALL WIDTH. SLOPE OF WALLS,. PERCENT COMPACT/ON ETC ' PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS P/GHTS-OF-WAYS ANL' r_I,)W- lvfS _ } FLOW 7G. PLACEMENT Jf DEVICES 70 REDUCE EROSION OHMAGE W/7H/N 'HE TRACT MU57 BE SHOWN ON THE �'-`'T- DIRECTION E'Mq =E 9UIPMENT MAINTENANCL". WAJH aN0 �-L E;-+NI: -' ALL PORTABLE MIXERS SHALL H4✓E PL45776 LINERS UNDF91VfATH W/TH .SRA✓EL 8.46S PLACE'". ON THE PLAN I �—� T(IWAI ML. 5/DE 49F NE LINERS TO _^01\17A/N J/SCHARGES -IIIII =11III=IIII I ANCHOR FABRIC W/TH :1 E' :'%NOr'IJNS FROM 'HE OF'IL TINT: BASIN ;HALL NC%T E+'/'EE^ D17WNSTRE4M LIVr TKJNS - - � r,TMPA^rr ;D/L ,SSA' =W4 FR :mR4,7E APrA '✓'E ET WASHING W/LL JNL r BE A"JWED PR/OR rO 7HE 4PPL/CA Ru/v d 4_v'K4L' SE4L 1 -. WHEN ALL PERTINENT DR4/N4CE INLETS ARE PROTECTED 72 EROS10h' CONTROL DEVICES SHALL NOT BE REMOVED OF MOO/FIFO W/TROUT THE APPROVAL OF THE V I �� =✓OBSHACK DIRECTOR OF PUBLIC SERVICES OR, IN 4N EMERGENCY, Br THE PERSON RESPONS/BC£ 6"SO P r;.-r10N CONTRACTORS AND SUBCONTRACTORS PERSONNEL ARE TO BE MAOE AWARE OF HE FOR GRADING OPERATIONS EX/SL OR F/N/SHED GROUND- WC =ONSITE SANIT47i0N AREA IPOR748c: 7 �t HMF'S AND GOOD HOUSEKEEPING MEASURE5 FOR THE PAtUf T :ATE AMC' ANY 4550C/A7ED 13 AFTER A RAINSTORM ALL 5/L r AND DEBRIS 5HALC BE REMO✓EO FROM ,"HECK BERMS AND DESIL TING RpolyT VIEW )/LIE ✓�E VY 7J N'. JN STAGING AREAS BASINS AN,' THE BASINS PUMPED DRr ANr GRADED SLOPE SURFACE PROTECTION D -75✓hARG/NG CONIAMIAl'<. IINOW4 I- PRODUCED BY Of ATERING GROUNDWATER TH4! ri4i MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE/MMEO/ATECr REPA/RED. � T FfNIff Nr1C'4A7EJ INTC HF �/v '> P H/P1£" ')15CHR61Nr NON-(ONI4M/NA rL. F4/L LIRE rC PROVIDE EFFECTIVE MAINTENANCE MAr RESULT IN PENAL TIES / Z Ilr.I/NGW4TER PP,' IY ✓1T7f W - ',.IRE 4 1071'.rVAt r'L%i-,.44 _✓S'-H4RGE _ AFTER TO PLATE 5C-7 OF 47T4CHMENT ':I _-- -i- WF-c Tc,T 0 1,1MINARON S"r;.'r �n +,' HE '-'L ,{4ZR rJOALITY CONTROL BUAAi 14 AT LEAST INJ I71 GUARD SHALL BE POSTED JN rHE 5%TE WHENEVER THE DEPTH OF WATER IN ANY N.rs N Z DEVICE EXCEEDS£IGHrEEN(18) INCHES ADDITIONAL GUARDS MAr BE REOUIRED 45 C JR'M WATER RUNOFr SHALL NO BE )PAS WITHOUT PERMANENT OOWN OR4IN5 DEEMED NECESSARY BY THE DIRECTOR OF PUBLIC SERVICES N,'4 -LC EROSION AND SEDIMENT 6, Ica/NTENANCE ARE/7EOUIREO JN Al, EXPOSED FIBER ROLL 07 Wt J1VTIL SUF77ClEN7 PERMANENT uA L :4PMVN 4- -JL V ESTABLISHED '00� ZOPE PROTECTION 7"5. AFTER A RA1NSTORM, ALL 51LT AND DEBRIS SHALL BE REMO✓EO ROM 7HE PUBLIC DRAINS 4ND PIPES, ✓n n &"MIN D/A. , -mp b! 5' N 'I ACE PR/OR TO HE ISSUANCE JF 7HE IV ANC FROM DRAINS AND PIPES OF 4D✓ACEA17 PROPERTIES. W y FIBER ROLL (7YP/ z eLSE ✓E ttT4T1Lh LLEARWG AND BRUSHING ACT/Vl7YE5 SHALL NOI BE/N/TIATED JL/RINE THE WE'- f a �n �n h cow N✓ E WHICH ARE NOT AD£DU4TEL r PRQTET w/T ED £sIL TING E a4sIN5 aR /TI EM!',,�a GENERA[ EROS/ON CONTROL NOTES. 4 MAX r MIN/4" Lo ,fs VA J VIA. _ _ 'vf INFORMAT/ON ON THESE DRAWIN,'. 1P1 ACCURATE FOR WATER POL,U7701V CONTROL PURPOSES ONLY 2 S 70CkPILES JF SOIL SHALL BE PROPER[r SECURED W/7H BMP'S TO ELIMINATE OR REDUCE 5E5/VENT te a • q ' T24NSPOR7 FROM rHE 517E TO STREETS, DRAINAGE 14CIL/T/E5 OR 401ACENT PROPERT/ES ✓/A RUNOFF THE/NFORM4770N ON TH/5 PLAN l5 INTENDED TO BE USED AS 4 GUIDE[/NE FOR THE CONTRACTOR AND ✓EH/C(E TRACK/NG, OR W/ND STOCKPILES INACTIVE FOP A PERIOD OF 14 DAYS OR MORE SHALL BE � SUBCONTRACTOR5 TO INSTALL WATER POLLUTION CONTROL DEVICES 47 GENERA[ LOC477ON5 THROUGHOUT WOOD STAKE y, L.� � � ^I �j' -- n A n f7,5ER ROLL -OP£REc- 4CTIVE STOCKPILES SHALL BE COVERED PP/OR T 4 FORECASrFD RAIN (TYP) '9/4": J%"4"WOCC SAKE - - THE SIT£ 7HESE DRAW/NCS 4RE 7O BE uSEO IN CON✓UNCTION W1H SVE WIFR4T/VE SETT/ON OF THE MAI,r 4' SPACING SPEUAL AP,ENT/ON 5hALL BE GIVEN TO'PREPARAT/ON AND INSTALLATION OF THE RAIN EVEN'4r.-T/ON WATER PO<i U710N CONTRO( PLAN(WPCP✓ I '.ti a 7E RISK LEVEL OR 45 MANDATED BY THE SANTA 4N4 REG/DIAL PLAN VIEW 'SE(`rIUN a-q 3'RAGS N 10P BETIfEfN PLAN iRE4R)AS REOU/RED 84SED ON Sl RIS N-. 50AR0 NPDES PERMIT `ENER4Z PERM/T- CONS'Rl1CTA)N 4CTIVIT/ES .3 FIELD CONOITONS MAr NECESS/TOTE MOD/F7G4710N5 7b THESE DRAWINGS BAG.-ON OP a0w �-A 4' HE END OF EACH DAY OF CONSTRUCTION AC77W?7.' ALL CONSTRUCTION DEBRIS AND WASTE MArER/AC5 4 COUPLET" [�5/Gh L'ONTROL WILL BE IN5TAz4tL 4S AREAS ARE LIETERM/NED TO BE SUBSTANTIALLY 11 FIBER ROLLS �q I STORM DRAIN INLET PROTECT/ON >HALC BE COLLECTED ANO PA'QPERLr DISPOSED OF IN TRASH OR PEC✓COED BINS FL REFER TO DETAIL H51 TYPE 1, OF THE L'AL/FORN/A DEPARTMENT REFER TO PLATE 5C-10 OF ATTACHMENT'a"OF THE WPCP TExr HIS SITE HAS OBTAINED A NATIONAL POLLUTION PRfl SIVRON ELIMINATION 5r57£M(NPDES,: PERMIT 70 NOTE.• of rRANSPORTARON 2015 STANOARO PL4N5 REGULATF :0N57RUC710N STORM WATER DISCHARGES 'v r S. 7 ALL WOPR4 P"' ,.ti N CON ✓V +16HWAY PLANrINr h -IN', RIGHT OF WAY FES INLET S NPDES WD/C 41 N i 4 DATE WDIO ISSUED _- N, A t-- „r PROVSIONS Iv "JS/ON 'FPARrVENr Of -� 'I)N ST4NOAR0 ,T,: a JUAL'F7E[" :SP 4NL,OR JSU W/L -L..,y :MEN✓JF ER05/ON -JNrROL ANL NS IRE 710 WORK - , ` �"�} �TLDE 7F N a apANLt wr'� 'Hr APPP .B_ L4N ALL WORK N <.1NNE 1L4 A 4 A ;HALL CONFORM TO F MlN_7PENlNG BETWEEN THE PROVISIONS IN SEC71 a l , - ,'4N04RC SPEC/F/CATIONS PA(-.^ IN-� Aj}w - O NOTES: 2015 - rA =_ m ^Nc. �EGETA%Oh S " REMAIN a, SHOWN _w PUNS LIST OF/G4T/l7E SEEDS VERNACULAR NAME ACCEPTED '4' NAME _�( z 'HE RF 5 CGNTR/BI ITURr LSKAINAGE UPS.REAM 1F THIS �'ITT - -- __ WESTERN (ARROW 4CH/LLEA Mil V n - 4NULOSA (NOTT) P/ L�"T/ rti A-A _ 0 •;•/Rr ARF NF 4N'1",RA F ..('IrPif- 11 -1/1" MATFRIA; HAM'SE 4GEN05r9w - _ i> ---_ +'' ARP✓ LA ' .. - C J �, rONSTRUCT/ON gyp INCLUDE CALIFORNIA SAGEBRUSH ARTEM/SiA CA[IFORNiA LESS. - PPE5ER✓4r101V OF EXIST/NG ✓EGETAT/GN CAL1FGRN/A BUCKWHEAT ERIDGONLIM 41 1I ,L4TUM B£N7H LIAR F01/01OSLIM n FLARED END SECTION INLET PROTECTION WING mSTORM ORA/N SYSTEM GOLDEN ✓ARROW ER/OP/+'' n.1 n �i%rF DRUM DC/A CRA✓VAR CONFE REFER TO PLATE SC-70 OF ATTACHMENT Al OF THE WPCP TEAT [�R=Ko o926�r5 SAW 7G�07HE' ,;0ZDENBRL/SH HA.a', k F' 4-'N C.i GREENE VAR /1!r �pTEo _ . R.. _ FOO rML t NE£OL ECRAS 5 - "WORTH - 2.%q / CALTRANS PERMIT NO 08-15-6-MC-0720 i M -'" REVISION APG JAT� "ESE PANS "AvE BEEN REVIEWED FOR '.OMPUA m APPROPRIATE PREPARED BY SEAL PROF ESSr0 CONDITIONS OF DEVELOPMENT AND IOR -.ITY ANC 'A AND A PERMIT ,,O��'VW. C41611b Aiet ®ikr�sr cwsrtwun. rwkow esu sE r �} . n_y_ MAY BE — ENGINEERS wE'�"'Fv7 fiCT..r 1N twss SF iro.+s µo.rc .F- w/z11w As-a.,�Ts ++. „-s- LAKE STREET AT /-15 OF 24 ` � N�hA F l 17 * * Alr M STREET IMPROVEMENTS "E� BRAD FAGRELL, RCE 439 © ,l4iL MIKE C TAING DATE C �ILE No CITY ENGINEER R C E NC 64263 �)qr I�I�RN tLtVATTON 1-0645 MSc CITY OF LAKE ELSINORE FOF cg-\ DATE. SEE 5HEE7 NO 1 FOR DES[ ERGS/ON CONTROL PLAN ` r G m SEEBtcLO TorAL JlR0JE( D �� R�Gfi�T ('Ul N'PY ROL�TI: I'��'TM L'.F KILUME'.'CFR POST) m NB-ON—RAMP Nh z EROSION CONTROL CONSTRUCTION NOTES: LL G �•�m,e w co m NO v R , Tiy _. B OUND � — -— -- /NTERSTATE SOUTyBOUNp , :: � _ /i1/TERSTA7,F 15 — o D 2 W ' O 2 _ L ti �O "90 RAMP _ SB ON—RAMP Rq ` S R%W z-4K ,AL TRANS - - 0 r f Z � Z + SEE ABO/iE LEFj m m REC9111)DRAWING D R.C.E,b4µi up,•�/JN ar DATE aO' 0 ao' -- "NO d Ov Z/cr /17 SCALE iN FEET CALTRANS PERMIT NO 08-15-6-MC-072C SEAL ATE hl. nn .. N,rH 'HL n..s !i.op�l, P� RpF ESS, AWS AND nAIN oc/Eq{ !s:nM.i r..,n. t.+ wtG cwrwt,Aan•4 r.v..wt:•...:�_,w..1t✓+w•c e Ir.S_�q U �e,+ qENGINEERS Noti4zfi: L4KE STREET AT /-15 24 rc, EaP 6/TL/' ABC HN - �s _ _ G•�7-!? E t l r *' * STREET IMPROVEMENTS y ,kAb FA,kL�� w'..E T3 2 — DATE M L 'AIN� DOE _ • ENGINEER "` E NO 64263 '� F oAU E«H '� EROSION CONTROL PLAN r� OF LAKE ELSINORE " COUNTY ROUTE KWMMR POST TOTAL PROJECT SIGNING AND STRIPING GENERAL NOTES R/V 15 26.46126.69 A STANING DARDNPLANSI, STANDARD SPECIFIPING SHALL CATIONS,A IONS, 201041 CA MUTOCD,I THE M TO THE 25 CALIFRNA CITY OF LAKE ELSINORE STANDARD PLANS,TMENT OF TRANSPORTATION )THESE 1�J� NEW SIGNS ON THIS SHEET LEGEND PLANS AND THE SPECIAL PROVISIONS, S'g DF A, B. SIGNING SHALL CONFORM TO THE 2015 REVISED CALTRANS STANDARD SPECIFICATIONS, 2014 CA MUTCD. SIGN SIZE SHALL j p W3-3 R5-1 R5-la R61-7(CA) _ _ EXISTING STRIPING & MARKINGS TO REMAIN. 0 PROPOSED SIGN, BE THE STANDARD SIZE NOTED IN THE SIGN SPECIFICATIONS UNLESS NOTED OTHERWISE ON THE PLAN, EXISTING STRIPING & MARKINGS TO BE REMOVED. _ SIGNALIZED INTERSECTION b WRONG _ _C. SANDBLAST CONFLICTING EXISTING STRIPING. REMOVE RAISED-PAVEMENT MARKERS WHERE NECESSARY, W3-1 DOM OT WAY 0. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC- W3-3 < >® ENTER _ -0- STRIPING & MARKINGS ----EX. EDP QN�Y EXISTING SIGN TO REMAIN. 2 1 R3-7 R6-1 R26A(S)(CA) R61-5(CA) ' EXISTING SIGN TO BE REMOVED. EX. EDP-\ ONE WAY NO RIGHT LANE MUST STOPPING ' EX. EOP TURN RIGHT ANY R-9(MOO) TIME ONLY R61-7(CA) 3 �- x. EDP NO _ PEDESTRIAN 'jR61-7(CA) PR CURB TS POLE ACCESS R9-3 ON TS POLE-1 R5 1, l JJJ/ STREET 1—15 NB ON RAMP TEMESCAL CANYON RD FUT. cuB & curTER,, LAKE Rs#1° E 15 1 is c27 E 2 Ex sr ucrlr 3 R6-1 11 EX. ST- LIGHT TO BE REMOVED ` PR.BCURB,RE E ST P PLAN - - - - - - - - R1-1�1 2 1 2 RI Y i- f R9-3 ON TS POLE �j 15 FUT. BACK OF SIDEWALK 3 W3-3, R26A(5)(CA) I R9-3 ON TS POLES DER,5-1, FUT. CURB &GUTTER I-15 FREEWAY E G27 R9(MOD) S E B3_i EX.. EOP 12 E G20 19 \ EX AC BERM $ (AT INTERSECTION OF EX ST- GHT TO BE REMOVED / R26A(S)(CA) I A 19 WALKER CANYON RD) - EX. AC BERM� III 44..L../// - —- - - - -- - -- W3-3 E iii '' _ a R9-3 ON TS POLE CO n N 115 9� z9 �Blll- LI IT LINE 6300' TAPERSzm52' cv 90300'NON ry EX, EOP ---- - - 19 �'� _ . 'F 2 R1� PR CURB M 15 PR EOP �' $ I PR. CURB EX ST LIGHT R9(MO F 71 20' - � n _ / R9-3 ON TS POLE - ' (AT INTERSECTION OF 3 L� �� $ 17 �L(�--' PR. EOP R3-'�E�-1! / IrS�1--'� 3 R6-1 TO 3 REMOVED TEMESCAL CANYON RD) TO SB RAMP BCR - - - - R3. ,-. so. � R26A(S)(CA)l it R6 // �R9-3 ON TS PORE-3 ON TS PO FUT. MEDIAN _ 1 EX. ST. LIGHTG20 LJ�UJJ R1-1,12� 1 _ _ R9-3 ON POLE G27 TO BE REMOVED��JJJ 2� R6-14J 3 R5-1, R5-1a L W3-3, FUT. CURB & GUTTER 1 tl FUT CURB & GUTTER G27 E RS-1, RS- ° 3 PR. CURB R26A(S)(CA) 3 FUT, BACK OF SIDEWALK 1 R3-7 3 P .EX. ST LIGHT B� - R9-3 ON TS POLE R5-1, R5-1 D� 9 3 R61-5(GA) CALTRANS NOTES TO CONTRACTOR: TO BE REMOVED N 1-15 SIB RAMP 15 '2 IIJ T IT IS THE PERM ITTEE/CONTRACTOR'S RESPONSIBILITY TO `9TPCht 71id NOTIFY THE UNDERGROUND SERVICE ALERT IN ORDER TO if EX. EDP $ CLEAR ANY POSSIBLE CONFLICTS T PRIOR CONSTRUCTION. 2 WHERE IS CAUSEDBYTHECONTRACTOR'S ISMS A LOPPzfFT17c50 I OPERATION, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR OR REPLACE DAMAGED FACILITIES —� PROMPTLY IN ACCORDANCE WITH 2O10 STATE SPECIFICATIONS AND/OR AS DIRECTED BY THE STATE REPRESENTATIVE. 3. ALL WORK WITHIN STATE'S RIGHT-OF-WAY SHALL BE (r + lrJ 2 W3-1 - COMPLETED IN ACCORDANCE WITH THE REVISED 2015 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CO t 11 -,12a I- 15 NB OFF RAMP EX. EDP 3 R61-5(CA) EX. EDP �W3-3 STANDARD PLANS & STANDARD SPECIFICATIONS, REVISED 'r �1 STANDARD PLANS (RSP), STANDARD SPECIAL PROVISIONS ai -- — - - -- - - ---- -- - — ---- ----- - - -- - -- ----- -3— - (SSP); HIGHWAY DESIGN MANUAL (HDM) 2015 EDITION; Cti ENCROACHMENT PERMIT MANUAL EPM; ENCROACHMENT w Cq " - ( ) 'J - -- 800' 120' OPENING •� _ PERMIT UTILITY PROVISIONS AND CALIFORNIA MANUAL ON - - - --- _ -- - - - --- - - -- -- Q ,Gf OLC 69L B9f _9f Svf f9f UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) 2014 EDITION. SHOULD A CONFLICT ARISE BETWEEN THE 'c� - CONTRACT PLANS, SPECIFICATIONS AND/OR DETAILS �' a 9 E%. EOP TO 'a PREPARED BY THE PERMITTEE, THE STATE'S STANDARD BE REMOVED 3 R61-5(C4) PLANS, REVISED STANDARD PLAN, STANDARD SPECIFICATIONS AND STANDARD SPECIAL PROVISIONS V PR. EOP 23 SHALL GOVERN AS DETERMINED BY THE STATE'S REPRESENTATIVE. C ALL STRIPING AND SIGN STRUCTURES SHALL BE RESTORED (IF DISTURBED) TO PRE-CONSTRUCTION CONDITIONS UPON RECORD DRAWING COMPLETION OF CONSTRUCTION. SIGNING AND STRIPING PLAN CONSTRUCTION NOTES THIS SET OF RECORD DRAWINGS HAS BEEN PREPARED BASED ON VERIFICATION OF ACTUAL FIELD CONDITIONS. 5. ALL SURVEY MONUMENTS DESTROYED DURING THE PERMIT THE ENGINEER CERTIFIES THAT ON STREET CONDITIONS CONSTRUCTION SHALL BE REPLACED ACCORDING TO I� _ - +- PEMAIN JNLESS NOTED OTHERWISE tS INSTALL 8" SOLID WHITE CH ANNELI ZING LINE PER CALTRANS STD PAN A20D, DETAIL 38. ARE ACCEPTABLE PER APPLICABLE TRAFFIC DESIGN GUIDELINES(I.E.CALIFORNIA MUTCDICALTRANS CURRENT STATE STANDARD PLAN A74_ INSTALL r-. 19 INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK (10' CLEAR) OR LIMIT LINE PER CALTRANS STD PLAN A24E. STANDARD PLANS,ETC.)AND ARE ACCEPTABLE IN MY 0PROFESSIONAL OPINION AS A REGISTERED TRAFFIC 6. CALTRANS DISTRICT TRAFFIC MANAGEMENT RECOMMEND REMOVE/S,4,N-LA_- E��ST�NU STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN. INSTALL THERMOPLASTIC PA'✓EVENT MARKING AS SHOWN PER CALTRANS STD PLAN A24A, A24D AND A24E. ENGINEER IN THE STATE OF CALIFORNIA. THE PLACEMENT OF OF PCMS, 7 CALENDAR DAYS PRIOR �J REMOVE EKISTING PAVEMENT MARKERS AS NECESSARY TO REQUESTED CLOSURE DATE TO ADVISE MOTORIST OF AN UPCOMING LANE REDUCTION. I-. I:EMOVE EXISTING SIGN. AND/OR POST, AS SHOWN. INSTALL TYPE IV (U OR (R) ARROW MARKING PER CALTRANS STD PLAN A24A. � 3 ,_;TALL NEW SIGN ONTO POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN, INSTALL TYPE III W OR (R) ARROW MARKING PER CALTRANS STD PLAN A24B caurGtmaKLGsleanaN 1e 2833 7, THE CONTRACTOR SHALL NOTIFY THE TRANSPORTATION PERMITS OFFICE (GAY HORTON, 916-322-4957) 15 DAYS ".---- _ - E7�BLE zELLOW CENTER SINE PER CALTRANS STD PLAN A22A, DETAIL 22 � NS-A�L TYPE II lL OR (R AA=_,v MARKING PER CALTRANS STD PLAN A248- IN ADVANCE OF ANY VERTICAL AND/OR HORIZONTAL CLEARANCE CHANGES INCLUDING LANE/SHOULDER 9a INSTAL, 4 SOLID YELLOW LEFT EDGELINE PER CALTRANS STD PLAN A206, DETAIL 25. INSTALL TrPE I ARROW MARhI -. -.'-I PER CALTRANS STD PLAN A24A, CLOSURE, LANE/SHOULDER WIDTH REDUCTION, AND ETC 11 INSTALL 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD PLAN A209, DETAIL 278, 2�6 INSTALL TYPE a ARROW MARKII = _.._'a ANS STD PAN A24A- = 8. THE CALTRANS PUBLIC AFFAIRS OFFICE MUST BE MADE 12 °t>TALL 4" DOUBLE YELLOW MEDIAN STRIPING PER CALTRANS STD PLAN A206. DETAIL 29- INSTALL 12" SOLID WHITE STRIPE ® 45' AT 10' O.C. - _ !AWARE OF THE CONSTRUCTION ACTIVITIES ESPECIALLY ai 40 80 "LANE CLOSURE WITH REDUCTION OF WIDTH TO TRAFFIC LANES" TRAFFIC. IN THE EVENT THE CALTRANS PUBLIC AFFAIRS OFFICE IS ASKED TO ISSUE PRESS RELEASES. SAID INFORMATION IS REQUIRED 7-DAYS PRIOR TO THE --E IN FEET 40 CLOSURE. L CALTRANS PERMFT#08-15-6-MC-0720 NR CALTRANS PERMIT N0.08-15-6-MC-0720 MARK REV/S/ONS APPR. DATE ESE PLANS HALE BEEN RENEWED FOR COMPLANCE W/JN THE PREPARED BY L UNSCOTT,LAW&.GREENSPAN,ENGINEERS OFESSIO* RANSPORTATN)N PWlNING TANNC ENGNUM PaRNNG APPROPRGITE CONO/IIONS OF DEVELOPMENT AND/OR CITY AND SJAJE PR of CITY OF Lt1KE ELS/MORE SHEET 1 RECORD DRAWING UPDATES. O ,g LAWS AND A PERMIT ALLY BE ISSUED. y�6� OEUN�P�y �'` sin A...b w,.soq n.=ass o vrnu -1».:. 12 \ z 4eome 4ee Sue isq M1,ne 4 sibH 19w1 aua - - �� 1 P�,�=� m.y�,4 a�N, a.I TRACT 29214 24 2-17-17 /� 11/20/19 a No 2833 SCALE 61ew FAlaAEiL E 3/31/20U/ BENCH AAARK. S/GN/NG A/1/D STRIPING PLAN °FEE's DOE K�H. PREAP DAJE ��9rFYPTRAFFIC Q?/ LAKE STREET f7LE No. C-95-J3 CyJy P R.T.E. No. 2833 or CpuFD ELEYA7XJN 7956I5 AII 1 FaR OESC.DAI EZ 01 /_15 N5 & 59 RAMPS 1-1-pi s C/JY QF'CAA'£ .SA4g5i� E.• SEE SHEEJ No CONSTRUCTION NOTES COUNTY ROUTE KW POST TOTAL PROJECT CONTRACTOR O PURCHASE NEW207 STATE-FURNISH€c STALL IN FROM STATE; MODEL 2rEP INTERIM SIGNAL PHASE DIAGRAM Rol/ 75 26.46126.69 SIGNAL CONTROLLER WITH A 2070-6D MODEM AND INSTALL IN NEW TYPE 332 CONTROLLER CABINET PER CALTRANS STD PLAN ES-3C. FURNISH AND INSTALL NEW GPS TIME SOURCE AND CONDUCTOR SCHEDULE ANTENNA, TWO (2) SIERRA WIRELESS AIRLINK GX440 MODEM AND IT'S COMPONENTS INCLu DING ALL CABLES, POWER SUPPLY AND TWO (2) ANTENNAS FURNISH AND INSTALL RACKPRO SERIES P JIT SIZE AND RUN EQUIPMENT SCHEDULE MULTI-STAGE RECEPTACLE PROTECTIDN, RATED '15A- 12 �GLT-6.7H� TYaE _ PaRE_SEJ CABLESTYPE IZE C Y VOLTAGE, 400V LINE TO NEUTRAL, 500 VOLTS LINE C GROUND), 400 VOLT ' PHASE NOT USED GROUND) FURNISH AND INSTALL NEW VIDEO DETECTION JNIT WITH REMOTE AL ESS -ARC G OR L POLE DATA 'SIGNAL LE.D- SIGNAL HEADS AND MOUNTINGS *POLE LOC. ) ( ) ( R.S.N.S. �S -ARC WITH E Q, 2Q, 3Q' 4QI 55 BQ 7Q 01 0 03 04 NO. TYPE I HEIGHT M.A. M.A. WATTS VEHICULAR M.A. PEDESTRIAN "B" "E" "C MULTI DISPLAY PORT, 17-INCH RACKED MOUNTED LCD MONITOR DRAWER AND ':ABLWG AND _ _ OTHER EQUIPMENT NECESSARY FOR INTENDED OPERATION FURNISH AND INSTALL NEW NO 14 CABLE :' A) 01,04.06 _ - - - 2 _ �A 26-4-t 00 30' 30 ,5'• -�A _'-VAS - - 4' -15 SB ETHERNET FIBER SWITCH (COMPATIBLE WITH C4LTR ANS D8 7MC N€TWORK), ETHERNET 'C; B'1 04 - - - 11 • �g t-A iq' - - r�_1_r 'S 5 SERIAL TERMINAL CONVERTER (FSK-NO FIBER), ETHERNET ROUTER (Nn FIBER), AND PATCH p �� N C1 m6 -�1 1. _ _ _ 1 1° NOT usm NDT uSED Nor uSED - - - - CABLES & CONNECTORS. TERMINATE 12 5MFO (CALTRANS TYPE D FIBER) ON FIBER OPTIC U D 15TS 30' - t5'• 165 5.-,-'' - t0' 14' T U D 02,04 - - - - - - 2 1 _ ITUTALL/FDU WITH SPLICE TRAY (19" IU RACK MOUNTED WITH Sr L-ONNECTORS HOu51NG MODULE) 1 , t 05 06 07 08 OD i9-4-100• 30' 25` t5'• 165 5v-2-TA MAS 4' 11' -15 SB INSTALLATION OF CABINET SHALL BE INSTALLED A5 PFP rALTPAN5 STANDARD PLANS 2015 R w 3 �. E) ma - - - - _ _ _ _ _ R `F 01.02 �E n-3-tOG 30' 'S' '65 5�-1-" MAS 23' 3' Lake St a CONTRACTOR . PURCHASE NEW STATE-FURNISHED BATTERY BACK-UP SYSTEM TO BE PAIL - - BY PERMITTEE. CONTRACTOR TO FURNISH AND INSTALL BATTERY AND EXTERNAL CABWE' TOTAL CABLES - 12 CON 3 CON 2 _3 t.4 t _ _2 _8 _ ENCLOSURE. INSTALL STATE-FURNISHED BATTERY BACK-UP SYSTEM IN EXTERNAL CABINET #8 GROUND 1 ' L+ 1 F 'STS• 30' - S'• '55 �_TA - _ 33' - 3' ENCLOSURE. #IC LUMINAIRES 2 2 Z - ALL EQUIPMENT _- NEW •INSTALL STRAIGHT/FLAT LUMINAIRE ARM. _ *-EXACT POLE LOCATION TO BE DETERMINED Br ENGINEER IN THE FIELD_ FURNISH AND INSTALL 120V/240V TYPE III-CF SERVICE ENCLOSURE AND FOUNDATION AS m� - - , 1 1 1 POTHOLE POLE FOUNDATION LOCATIONS PRIOR TrI INSTALLING POLES, DETAILED IN 2015 STD PLAN ES-2F AND ES-2C AND WITH TYPE v PEC 04 2 2 2 - - - TYPE "B" METER A CTID XX XX XXX 0-XXXX: 240V 1DOA, 2P, MAIN CS TOTAL 1 2 2 4 I 1 5 A O� SERVICE ADDRESS- XXXXXXXXXXX 12 SOA, IP SIGNALS CB(METERED) VIDEO COAXIAL CABLE 1 , , - I t 3 t� P 120V4V 20A, IP VIDEO VIDEO POWER CABLE 1 1 1 - 1 -� METER 9 CTID XX XX XXX-0 XX XX, 240V 100A, 2P,MAIN C�BM1 E'JPE I SERVICE ADDRESS: XXXXXXXXXXxx 120V, 3:°a 1P, �rcG CONTROL PERCENT FILL t3% ,B R 1 E % 23% 5% 13%I 1 3% 23% #5T _ LC BE NOtE Eoa•e•.'I allo•c• I_ONDUIT SIZES (INCHES) 4' 4" 4 NEW 2"C.. 2 DLC 4a INSTALL 3" CONDUIT WITH PULLROPE PER SCE REQUIREMENTS. SERVICE CONDI I- ' a" a 4 2 a' R owENsovs,sec vow \w scNEoucE cw as aIREc1Ea PROVIDED By SCE. AT LEAST 48 HOURS ADVANCE NOTICE SHALL BE GIVEN rC -LPN ALL CCONDUITe.ENWNEa7 AND CONDUCTORS ARE NEW CALIFORNIA EDISON COMPANY BY CONTACTING DALE NELSON A (9541 _ FQR F'L LJRE USE FURNISH AND INSTALL ITERIS OR CALTRANS APPROVED EQUAL SIDE LF y _ DN ry/g ��I r \ III SIGNAL MAST ARM/LUMINAIRE ARM PER MANUFACTURER'S RECOM ME _ PHASE(S) AS NOTED INSTALL ALL NECESSARYHARDWARE W SOF =R FOR ° ,T 1 INTENDED OPERATION. PROVIDE SURGE PROTECTION E PAN WITIT H 7 A NEW 2 2 DLC cF MF � - - CONTROLLER CABINET AND TERMINATE EACH CAMERA TO AN INDIVIDUAL DETAIL"A" POLE LOCATION DETAIL a INSTALL DETECTOR LOOPS AS SHOWN ON PLAN PER CALTRANS STD. 12 3-SECTION 'VEHICLE HEAD 71 FURNISH AND INSTALL TRAFFIC SIGNAL MAST ARM MOUNTED OR POLE MOUN'E PER CALTRANS STANDARD PLAN RS4 OR ES-7N (DETAIL "u"), NEW 2"C 2 DL_� 1 � '-' NO SCALE C �� 8�FURNISH AND INSTALL OPTICOM MODEL 721 EMERGENCY VEHICLE PREEMPTION SENSOR ON VEHICLE HEAD AS SHOWN, PHASE AS NOTED FINAL LOCATION TO BE DETERMINED BY ENGINEER IN THE FIELD, CONTRACTOR SHALL ARRANGE TO HAVE A QUALIFIED SIGNAL TECHNICIAN OR P;W REPRESENTATIVE FROM MANUFACTURER OF THE EVP UNIT PRESENT AT THE TIME OF EOUIPMENT— — TURN ON, — 04 ry i R9-3 a INSTALL TYPE 15-SB WITH SLIP BASE AND 165 WATT LUMINAIRE PER CALTRANS If r I'3 TD. PLAN ES-5A AND ES-6F B FAT BACK OF SIDEWALK- NEW SMF. ABLE PR CURB o-i/ #6 2 _PR- CURB LAKE FUT -URB & GETT R-. STREET"35 MPH) `G NB RAMP __NTRULLER / (INSTALS PULL B.;X ®206' SPALIN.,I- NEW SIGNS ON THIS SHEETED j 1 R73-3(CA) R3-18 R61-7(CA) R9-3 R9-3 7 �ma # #6 — _ —�!-- --�� Ez ST LIGHT TO BE REMOVED- L DETAIL "A" -NEW - I DL_ •-1 Lois)] O, 06 ONLY — — — - 8 — - — — --- - -_ FU' RAISED MEDIAN I I NEW 2%_ 2 DLC ry p�(1 LOOP) I tir NOUTURN �EX EOP 1 DETAIL "A" 06 5 (01+06) R9 3a m E ��' ( 185 TO 6J2U� 6J4U r l�- _ aC 8 (01+06) 3 _ LEGEND 7 R73-3(CA) I -- m, 44 VIDEO DETECTION ZONE i 5 _ LIMIT LINE1 Ez, $T LIGHT TO BE REMOVED _MI` ENE - ��4�_i 61 T VIDEO DETECTION CAMERA _IMIT LINE tea (.I LOOP) _ RI-7(02)I 02 /_mW) s r-. a aL� NEW 3°C„ 12 SMFO CABLE - �- Z APR CURB R3-t8 7 04 / /-NEW 'C. 2#10 v --- - - #6 - - 1 (04) PR AC BERM wlQ ♦ 8 I - — -- — — _ GENERAL NOTES: NEA L I DL,_ r'� 5 ( ) m #6 I gla 02 L I R9-3 7 PR CURB 1. TRAFFIC SIGNAL WORK SHALL CONFORM TO THE PROVISIONS DF SECTION 86 OF'�+E 2015 o 04 0a / D 7 4 - SCE HAND HOLE PR CALTRANS STANDARD SPECIFICATIONS THE STANDARD PLANS. BOTH PUBLISHED BY R9-3 7 �. ,, FUT CURB & CALTRANS, APPLICABLE CITY OF LAKE ELSINORE'S SPECIAL REVISIONS, _ _ `-' -�'R6 s='TER-I �O #6 O 3 - _ u ,T• I1� NEW.2".0 3#6 FUT BACI*. GF SIUr 2 LOCATION Of ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL O �" �1 DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITION ON THE JOB SITE HAND _ II�� DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT R,W R9-3,.1-ur. /� ) RECORD DRAWING (800) 227-2600. THIS SET OF RECORD DRAWINGS HAS BEEN PREPARED _ --J BASED ON VERIFICATION T ACTUAL FIELD CONDITIONS. 3. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES �: BASHE E ONVERFICATI N OF UALON FIELD CONDITIONS R61-7'_ 7 ARE ACCEPTABLE PER APPLICABLE TRAFFIC DESIGN 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT, r \ GUIDELINES(E.CALIFORNIAMUTCD/CALTRANS 1I Y NEW 2 Z#1D AWG STANDARD PLANS ETC.)AND ARE ACCEPTABLE IN MY 5. ALL VEHICLE INDICATIONS SHALL BE 12" WITH FULL TUNNEL VISORS. ALL SIGNAL HEADS V / TANDAPROFE DPLANS,ET .) ASA REGISTEREDACCPTABLE INM EX ST LIGHT TO BE REMOVED ENGINEER IN AS E TR AND HARDWARE SHALL BE METAL. ALL RED, YELLOW, GREEN & PEDESTRIAN (HAND, ----( .x -_ FFIC FLASHING HAND, WALKING RED) INDICATIONS SHALL BE LED. =T W 371+80 - 6. EXACT POLE LOCATION SHALL BE DETERMINED BY ENGINEER IN THE FIELD AND SHALL BE ;AOLORNIA�D 4� 350 POTHOLED PRIOR To INSTALLATION UNDERGROUND STRUCTURES 7. ALL NEW CONDUITS SHALL BE TYPE 3, SCHEDULE 80 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND �N RAMP 8. ALL NEW T-A POLE FOUNDATIONS SHALL HAVE ANCHOR BOLTS WITH SLEEVE NUTS AS THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION I- 15 SB PER CALTRANS STD PLAN ES-713. AND EXTENT. THE OWNER BE ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS - PURSUANT THERETO AGRESS TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR 0 9- ALL NEW PULL BOXES SHALL BE NO 5 EXCEPT AS SHOWN ON PLANS ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGOUND UTILITIES OR STRUCTURES NO NOTE- THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY tc _70 40 - REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE 1D. ALL SALVAGED ELECTRICAL EQUIPMENT SHALL REMAIN THE PPDPERT+ OF THE STATE _r CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT UTITUES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL SCALE IN FEET STREET. S AND SHALL O, DELIVERED TO THE DEPARTMENT YgRD AT 175 CLUSTER eL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR CALTRANS PERMff#08-15-6-MC-0720 I nch = 20 It STREET, SAN BERNARDINO, CA 92a08. 1,� STRUCTURES CONCERNED BEFORE STARTING WORK. _ CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REV/S/ONS APPR. DATE m'EYE PLANS HALE SEEN RENEWLD RJR CO,UPU er W/7N 7NE PREPARED BY, 'SEAL UNSCOTT,LAW&allINSPAN,EWNM APPROPRII COND/77ON5 OF DEVELOPMENT AND/OR C17Y AND STA7E �OF€SSI lltAN omanoN vuNNwc taunt ENGN a c FWNc CITY OF LAKE ELS/NORE syEEr LA95 AND A PERMIT MAY BE ISSUED,1 RECORD DRAWING UPDATES. I o 1l/20/19 JOHN P.KEATING m 'H`wIM11 S°"`s""0q""°in^`-'""" I°vr, N TRACT 26274 24 ---- -- Z_ _! No. C43595 n 'a �L ig� „/20/,9 012/31/2O scAL� BENCH MARK TRAFFIC S/ONAZ /NSTALIAT/0N PLAN °F SHEE7s BRAD FA67PELL, ?0 0I7F JOH P. KEATIN a4rE , CIVIL �,' ,A u LAKE STREET C17Y E)Y LAff7P R.C.E. No. C43595 rF OF Gn� /-15 SB RAMPS R�No. C?Y OF LAKE ELS/MpPE L247E.' .SEE SHEET AA7. 1 h7N7 OE3G: COUNTY ROUTE KELD)MER POST TOTAL PROJECT INTERIM SIGNAL PHASE DIAGRAM R1V 15 26.46/26.69 CONDUCTOR SCHEDULE LEGEND JE CONDUIT SIZE AND RUN EQUIPMENT SCHEDULE AWG SIZE NOT USED NOT USED NOT USED POLE DATA L.E.D. SIGNAL HEADS AND MOUNTINGS *POLE LOC. OR PHASE -� SIGNAL AAL R.S.N.S. CABLE TYPE 1 3 Q S�Q�, e� L. —., N0. TYPE HEIGHT M.A. WATTS VEHICULAR M.A. PEDESTRIAN "B" °E" "C" N0.14 C BLES 06,08 - - - - - - 2 t:= t. 4 01 0 03 04 A 26-4-100• 30' 3`' `_• '65 Sv-2-TA MAS - -12 - 12' -15 NBC p 08 - t -t - - - - - 't - B 19-4-t00 30' 25' 15' 165 Sv-t-r - T - 5' Laue St p 1 2 N 05,06 1 _1 _1 _ _ _ - - 1 _ NOT USED - - - - -U O 02,05 - 1 _t _1 _1 _ _ C 1-4 10' Tv-2-T 22' 5'T 3 Tp 08 - - - - _1 _1 _1 05 06 07 08 D 19-4-100 30' 25 15' 165 'Sv-1-T 2 F12S - 10' S' E— -15 NB R 02 - - - - - 1 1.' L' 1. E 1-A 10' - - - Tv-t-T - - 13' - 5' - TOTAL CABLES - 12 CON / 3—CON ' _2 _ _1 _ _3 1,5 7 _ _ _ _ _ F' 15T5• 30' '�5'• I 165 Sv-t-T 11` 8' #8 GROUND t t 1 1 t t t t -- #10 LUMINAIRES - 2 Z 2 2 2 - - 1- 15 NB ON RAMP �R •NSTALLALL UIP STRAIGNT HT/FLAT AIT LUMINAIRE ARM, 02 - - - - - 1 t t `�/ 05 - - 1 I 9� *-EXACT POLE LOCATION TO BE DETERMINED 8r ENGINEER IN THE FIELD. POTHOLE POLE FOUNDATION LOCATIONS PRIOR TO INSTALLING POLES. TYPE "B" 06 2 2 - - - - 2 OY DLC 08 2 1 2 2 2NI - TOTAL 2 2 2 - 2 4 4 6 VIDEO COAXIAL GABLE - 1 1 1 1 1 2 3 AWG ©ca NEW SIGNS ON THIS SHEET a VIDEO VIDEO ROWER CABLE - 1 1 + 1 t 2 3 r R73-3 CA R3-18 EVPE - NEW 3"C DETAIL NA" ( R61-5(CA) R9-3 1 1 1 i 1 2 3 12 SMFO CABLE A PERCENT FILL 6% t4% ta% 9% 13% 19% 15% 19% NEW 2"C., 2#10 A3 j Ex- ST LIGHT ECR .W NOTE.FOP'B',•E".E 12" 3—SECTION VEHICLE HEAD BYEN50.NS.:EE ROE TO BE REMOVED scr+EBulc ae as BwEc1EB NEW 2 C OLE- II I`/ \J By ENGINEER CONDUIT SIZES (INCHES) 4" 4" 4" 4" 4" 4"2-4'2-4' #6 I f NO SCALE ONLr ALL CONDUIT AND CONDUCTORS ARE NEW. vt) SCE HAND HOLE" /� `_ 2 Y �-y NOUTURN ,c �, R61-5(GA) FOR FUTURE USE Lly •-y i� , LAKE 7 R9-3 #6 0 7 R9-3 NEW 3"C, 12 SMFO CABLE FUT. BACK OF SIDEWALK TO S RAMP CONTROLLER PUT. CURB & GuTTER� Ef PR. CURB- PR CURB (INSTALL PULL BOX 0 200' SPACING) _ 7 6 � 1 �1 7 R9-3 STREET(35 MPH) cF AA #6 C NEW 2'C, 2 DEC POLE LOCATION DETAI EX FOR L _ 1 v v ' I�1_� ON NEW 2'C„ 2 DLC m5 #6 06 Ex_ EDP EX ST LIGHT 0 BE REM ED I _ R3-18 7 l]�061 ----- -1 95' TO 200 Tc CONSTRUCTION NOTES 06 I N LIMIT LINE rp LIMIT LNE - -- b U i / 8 (m61 ' of _6J4U __._-_-.-- 34 __-- _--_____�5d2U �F �.I hL-PINS SIGNAL PTIME OSr)VORCEI OANDR ANTENNA,P� MODEL 2070E 1' T-, 6 3' r LIMIT LINE : MODEM ON EACH - PER CALTRANS STD TWO (2) SIERRA _1v 7 R73-3(CA) A ,MPONENTS INCLUDING ALL CABLES POWER 5J9U � - - _ INT7 PA PP- SERIF MULT ','AGE n N (2 LOOPS) 6 Im2tm5, $ - - ��(02+05) °� RE � �� _ PPRE�SE vDL'AGE), 400v TRAL 0 -ROUND 185' TJ --a 7v A4u �� - -- / J En5 FARD WITH MULTI AND CABLING AND OTHER 212U 'NE - 7 R9-3 DETAIL „A.,^ LIMIT LINE �--J _ �Ex EDP ^,-TALL NEW ETHERNET FIBER _ - a -,__,r•y- 02 -Ex. i LIGHT , .'I•. A "A ETHERNE' TO ',ERiAL TERMINAL #6 TO BE REMOVED HER), AND PATCH CABLES & - L�BER) ON FIBER OPTIC ITU/FDU WITH i 7 R9-�' "CRS HOUSING MODULE). INSTALLATION #6 _ _ .. _-l-N >'ANDARD PLANS 2015. EX. EDP-/ FUT CURB & GU aR h �TTER E"A" 6 6 O U PR CURB 11-r.e F. , _ DETAIL 'a"- h 2 A •-FURNISHED BATTERY BACK-UP SYSTEM TO BE PAID RUT BACK OF SIDEWALK NEW 2 =. 2 DL�� O / ( C 5 �B PERMI EE 'I •- IuRNrSH AND INSTALL BATTERY AND Ex TERNAL CABINET NEW 2'C, DEC ENCLOSURE INSTAL'_ 1URNISHED BATTERY BACK-UP SYSTEM IN EXTERNAL CABINET PR '_-URB m8 EN'_L 'SURE It � /-EX FOR �FUk'r,',IaNC �N`STAL ,'4Gv TrPE III-CF SERVICE ENCLOSURE AND FOUNDATION AS i4. DET,'_E_ N ES-2F AND ES-2C AND WITH TYPE v PEC PR FOR METER A _nL r^-.. ••• -•' +Y. 240V, IDDA, 2P, MAIN`B _ -NEW 2"C., 2 DLC SERVICE ADDRES`_ • 120v, 50A, 1P SIGNALS CB(METERED) 120v, 20A, 1P GENERAL NOTES: a RECORD DRAWING METER B C1D XS XxxXXXOXXxXX 24OV, t0A, 2P. MAIN CB SERVICE ADDRESS. xxx*+Yxxx.xXx 120v, 30A, 1P, LTG CB(METERED) �w 120V, 15A, 1P, LTG CONTROL CB ?/ THIS SET OF RECORD DRAWINGS HAS BEEN PREPARED 1. TRAFFIC SIGNAL WORK SHALL CONFORM TO THE PROVISIONS OF SECTION 86 OF THE BASED ON VERIFICATION OF ACTUAL FIELD CONDITIONS. � CALTRANS 2015 STANDARD SPECIFICATIONS THE STANDARD PLANS BOTH PUBLISHED Bi THE ENGINEER CERTIFIES THAT ON STREET CONDITIONS .•INSTALL A ,_LROPE PER SCE REQUIREMENTS. SERVICE CONDUCTORS TO BE '� -NEW C ARE ACCEPTABLE PER APPLICABLE TRAFFIC DESIGN PROVICE - 48 HOURS 4CVANCE NL TE _"AL_ BE -, FN '0 COL THERN CALTRANS, APPLICABLE CITY OF LAKE ELSINORE'S SPECIAL REVISIONS GUI DELINES(I.E.CALIFORWAMUTCOICALTRANS '_aUFORNIA EE' 'r., pF qNr BY '..DIN TACTNG GALE NE'''_N a a54', 2'9 3493 g✓A STANDARD PLANS,ETC.(AND ARE ACCEPTABLE IN MY 2, LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, THE CONTRACTOR SHALL 8,; PROFESSIONAL OPINION AS A REGISTERED TRAFFIC S�F,IRNISH AND NS LR.:, 'R -AL-PANS APPRnd 'E, c,DUA_ DE'C DE'EC'ON CAMERA ON DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITION ON THE JOB SITE, HAND ENGINEER IN THE STATE OF CALIFORNIA.DIG MAST ARM "1� PER MANUF 4,_T�RER'S AEC OMMENp A'ONS DETECTION _ DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT o12 .1 PH4SE,S'I 45 NOTEC 'r � NE"ESSAP* HARDWARE AND SOFTWARE IN CONTROLLER FOR (800) 227-2600. _ i INTENDED OPERATION PROVIDE SURGE PROTECTION PANEL WITH 7 AMP BREAKERS IN THE 332 3. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES, wvC a1NU lrcasmnRON CE 43595 'ONTROLLER CABINET AND TERMINATE EACH CAMERA TO AN INDIVIDUAL CIRCUIT BREAKER. 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 6� TALL DETECTOR LOOPS AS SHOWN ON PLAN PER CALTRANS STD 5. ALL VEHICLE INDICATIONS SHALL BE 12" WITH TUNNEL VISORS, ALL SIGNAL HEADS AND " - - - 7❑ -', ',S`4LL TRAFFIC SIGNAL MAST ARM MOUNTED OR POLE MOUNTED SIGN AS NOTED HARDWARE SHALL BE METAL. ALL RED, YELLOW, GREEN & PEDESTRIAN (HAND, PLASHING 'aNC ARC PLAN RS4 OR ES-7N (DETAIL "U")- HAND, WALKING RED) INDICATIONS SHALL BE LED I� _ �T 8❑ • � LM MODEL 721 EMERGENCY VEHICLE PREEMPTION SENSOR ON 6.EXACT POLE LOCATION SHALL BE DETERMINED BY ENGINEER IN THE FIELD AND SHALL BE N.B O r�� -� P NOTE: THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY - A "SHAL4SE AS NOTED FINAL LOCATION FI BE SIGNDETEAL TECHNICIAN BY ENGINEER _ 1+'. �R SHALL ARRANGE TO HAVE A QUALIFIED SIGNAL TECHNICIAN OR POTHOLED PRIOR TO INSTALLATION. AjU - ,�I k :I • M MANUFACTURER OF THE EVP UNIT PRESENT AT THE TIME OF EQUIPMENT _ 7.ALL NEW CONDUITS SHALL BE TYPE 3, SCHEDULE 80. 1T D �.S. ALL NEW 1-A POLE FOUNDATIONS SHALL HAVE ANCHOR BOLTS WITH SLEEVE NUTS A- l a ' AND 15-=.e r+'`H S��c BASE AND 165 WATT LUMINAIRE PER CALTRANS STD. PLAN PER CALTRANS STD PLAN ES-73. UNDERGROUND STRUCTURES -b4 AND ES-6F 9, ALL NEW PULL BOXES SHALL BE N0. 5 EXCEPT AS SHOWN ON PLAN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION �• 10. ALL SALVAGED ELECTRICAL EQUIPMENT SHALL REMAIN THE PROPERTr OF THE STATE OF AND EXTENT. THE OWNER BE ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS 2n 1,j 20 40 CALIFORNIA AND SHALL BE DELIVERED TO THE DEPARTMENT LARD AT 175 CLUSTER PURSUANT THERETO AGRESS TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR STREET, SAN BERNARDINO, CA 9240& ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGOUND UTILITIES OR STRUCTURES NO REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT UTITUES OR SCALE IN FEET p STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL I ,,_I = rt STRTHE COSCONCERNEDESEOO IIBILITY STARTIO NWORK.OTIFY TME OWNERS OF THE UTILITIES OR CALTRANS PERMIT#08-15-6—MC-0720 I CALTRANS PERMIT NO.08-15-6-MC-0720 7HESE PLANS HAVE BEEN RENEWED FOR CLWPLLANCE WITH THE PREPARED SY- SEAL UNSCOTT,LAW&GREENSPAN,ENGINEERS MARK RE!//S/DNS APPR. DATE OFESSI 1z,<.svaxtnTIONI'"Kc TWIRClNor 1K PWINc CITY OF LAKE ELS/NORE sHEt7 APPROPRL47E COND/710N5 OF DEVELOPMEiVT AND/OR CITY ANO STALE �pa °Nq� 1 RECORD DRAWING UPDATES. it 20/19 LAWS AND A PERMIT MAY SE ISSUED. 1' w n.wa P.a.-u ,um,%m 14 ,aNN P.KEATING t na s"aaa a""' u5B11°0B0°° TRACT CT 28214 24 L No. C43595 scALe BEWH MARK.• TRAFFIC S/CNAL /NSTALLAT/ON PLAN SHEErs -( -/ 4�;9 ,o 11/20/19 D47F JOH P. KEATIN DA7F 'rxv12/�3` 18 % C-95-M RLE No. Aw FAaW71 P FOQ aiVA DN IJ55.45 A& LAKE STREET R.C.E. No. C43595 ar w� DA7F p /-15 NB RAMPS C17Y EZS/ACWE SEE SPIFFY A4� 1 FG14 OESL: Vi.,d,A:7 COUNTY ROUTE ImONETER POST TOTAL PROJECT WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES CONSTRUCTION SIGNS ON THIS SHEET ONLY R/V 15 26.46/26.69 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, G20-2 W20-1 W4-2(L) W20-5(LT) LATEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD END PLAN A-20, DETAILS. ROAD WORK ROAD LEFT LANE WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. WORK I CLOSED AHEAD I AHEAD EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA � OVERNIGHT. L:1 PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR. CONES, SIGN, FLASHING ARROW SIGN, OR HIGH LEVEL WARNING DEVICE AS NOTED. 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE, B. ALL TUBULAR DELINEATORS AND CONES SHALL BE 36" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. B. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. LEGEND _- 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS. FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE 10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE ® _ FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. Q CHANGEABLE MESSAGE SIGN (CMS) LANE CLOSURE z 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. 1 SIB OFF Y _z b EXISTING STRIPING & MARKINGS TO REMAIN � p, HIGH LEVEL WARNING DEVICE 12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. I � � 4 P 0 EXISTING SIGN TO REMAIN - - GGG / EXISTING STRIPING & MARKINGS TO BE REMOVED 13. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. ' / 0 1 W20-1 h NEW SIGN SEE NOTE #it. o-�- -► PROPOSED STRIPING & MARKINGS n � N EXISTING STREET LIGHT 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. / le//(/Alvt o-� INSTALL SIGN ON EXISTING STREET LIGHT I EX. EDP 15. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD 1 W20-5(LT) $1 TYPE II BARRICADE WITH SIGN PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT TYPE III BARRICADE WITH SIGN IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. I • PORTABLE DELINEATOR/CONE/SURFACE 16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIRECTION SIGNS SHALL BE PLACED TO DIRECT TRAFFIC FROM THE CLOSED FAS 1 / / h 1 W4-2(L) MOUNTED CHANNELIZER DRIVEWAY TO THE OPEN ONE. • N ip' O.C.(TYP.) I-15 NB ON RAM tlELINEATORS 1 / b W �#nl I 10' O.C.(TYP.) I R5 r1 E G20-2 1 + T 1 DELINEATORS LAKE R5 io STREET(45 MPH) �:1 • -�- _ 6-1 E I� - - - - - _ /Jp•r' /-PR. AC BERM G27 E _ 10' O.C.(TYP.) ��---yyyy • E R5-i R3-la a E I—>5 FREEWAY 1 DELINEATORS n G20 •� •\ �E G27 Z50' 1 W20-1 G20-21� 1 _ +QQgq' • •\ � '�+ • • • • • • • • • • • • • • • • • • • • • • • • • • ♦ • • • • • • • • • • • • • • • • • • • • • • 34 N 18 pJ. 4 - —1- - T i •� (r45• i • • • r G20-2 ° f sDW20-1 --�` TER - • 1 10' O.C.(TYP.) A •• • I R3-ic 1 r •i DELINEATORS 'Jb�� - •. - - - - • • G27 ��G20 } /i I�RS-1, RS-la - /• � - - �- - - - - I•��PR. AC BERM • # I•I • • ' "I� F, �•1� 1 DELINEATORS I I • • v� I♦ 1 1 ' oc.(TYP.TORS) ATC�� DE0LINEA I t I �5 Ng pF L�PF' -ASO - II Illczo-z A44p � o I-15 SB ON RAMP E, 300' TAPER 250' 1 W21-5(LT) - >` I- 15 NB OFF RAMP �EX. EOP 1 1D'1 0 EA. NTORS Qti-i-• •i• • • • • • • • • • • • • • • i i i i• • • i i • • • •i • • • • i t i• • •-•i i • • i• •i i•i i i • • • • • •i i i i•i i• •i,i• i i• • •, • _ 0 l[[ Bx.S 6K tiK Nf NE 99[ —yam• 49C a= -...-_-�_� __--_�._._...-- ��.,_�-.-....__ _..•.- -.�.- _._- -� --- _+^^' 1 10' O.C.(TYP.) E }z EX. EOP TO DELINEATORS a BE REMOVEDpq E PR. EOP _ U 3� F PERMIT ii 08-15-6-MC-0720 CALTRANS TRAFFIC _ SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE - 40 20 0 40 80 ; SCALE IN FEET 1 inch = 40 ft. AI CALTRANS PERMIT NO.08-15-6-MC-0720 �/ I THE--,-PLANS 84W bRW REWEND fOR CaMWJWff µ17H 7HE PREPARED BY, � LINSCOTT, LAW& GREENSPAN, ENGINEERS �/ A MARK REVISIONS APPR. DATE O-noFES slp IItAN$Ppt,ATION PLANNING TRAFFIC ENGINEERING - PARKING C/// OF tl1KE EL SNORE .SNE-ET 15 AFPROPR[47E CONO/7AONS OF OEVELOPA/ENT ANO/A4 LYfY AND STA7F Y < LA#S AM A PEMff ANY BE ISSUED. e4 M } „fioa s" ....A—,III.so0,oe..a."e.L.9n06 I-)me-x3xx xV Q' •x Eaecu,re L„c,e.Su,le 250.Irvine,Cu 926tA (9A9)Bx5-Et,6 \ ia5A2 Itulfner 5tree.S,Ite 00.San OIe9o.L4 9'x„ (B58)3011-BBOa TRACT 29214 or 24 2 I7 17 /y917 "°• 'e°Z m* sr'°`E eEA'cN u�Rir' TEMPORARY TRAFFIC CONTROL PLAN SHEEM RCI7920 5/30/18 BRAD FACREZL, [147E KEIL MABERRY DATE s�Exp. F C-93-JJ L gKE STREET — PHASE 1 fuE Nc. CITY E7VC/NE1rR R.T.E. No. 1802 qrf O� CA-' ELE 5 YAJION 1J36.fC5 A/SL 15 NB & SB RAMPS C/lY OF LAKE EZS/NORE Ll4TE• SEE SHEET AV. 1 FOR DESC. /— T COUNTY ROUTE RII.OMEPER POST WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES CONSTRUCTION SIGNS ON THIS SHEET ONLY TOTAL PROJECT 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, G20-2 W20-1 W20-3 TYPE N(CA) RIV 15 26.46126.69 LATEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD END PLAN A-20, DETAILS. ROAD WORK ROAD ROAD 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. WORK CLOSED WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES 4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA AHEAD AHEAD Ea EXISTING TO REMAIN UNLESS NOTED OTHERWISE. OVERNIGHT. <> PLACE 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. R3-1 R11-2(RD) R3-2 CONES,O SIGN,SFLASHING TALL R ARROW SIGN, OR HIGH LEICADE, SURFACE VEL HWARNING DEVICE ASNOTED. NEATOR, 6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 36" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL ROAD O INCLUDE A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE,. IF USED DURING NIGHT-TIME HOURS. 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND CLOSED SAFETY OF TRAFFIC DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING LEGEND PROPERTY OWNERS. 10_ ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE ® FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE d e_FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. CHANGEABLE MESSAGE SIGN (CMS) LANE CLOSURE _ 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. ' HIGH LEVEL WARNING DEVICE � EXISTING STRIPING & MARKINGS TO REMAIN _- 12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. Y I_15 0 EXISTING SIGN TO REMAIN - Sg ____ _ EXISTING STRIPING & MARKINGS TO BE REMOVED 13.. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. ' W20-1 E F.Ja' 0 NEW SIGN SEE NOTE #11. ti+ \}¢ p �o EXISTING STREET LIGHT -► PROPOSED STRIPING & MARKINGS 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. / 1 W20-1 INSTALL SIGN ON EXISTING STREET LIGHT 15. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD TYPE II BARRICADE WITH SIGN PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT W20-3 E TYPE III BARRICADE WITH SIGN IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. • PORTABLE DELINEATOR/CONE/SURFACE 16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIRECTION SIGNS SHALL BE PLACED TO DIRECT TRAFFIC FROM THE CLOSED �W20-3 MOUNTED CHANNELIZER DRIVEWAY TO THE OPEN ONE. R61-19((7A) E N LAKE R5 118 E / STREET I-15 N9 ON RAMP — — 6-1 E Gro—z 1�---� — - - 1 R3-2 G E E R5 � fff G27 I RS- C20 2 2G-1- \ _2J_ _ _ G20-2 1 F— _1. —• —_ -- I 1 9 — 1_...— a ---- — 29 — J I - --- - 1 --_ ]2 - I — • 1—15 FREE WA Y n �AC N BERM 24 3< 27 ---- �i ' _- - -- 10' O.C.(TYP.) 1 20-2 W20-1 1 DELINEATORS R3-1 1 I R3-lc 1 • ; E R6-1 R DELINEATORS) /' / 5-1, R5-1a 3 -- - -�- /- - - - - R 1 4 I S1F'FT"37iL�EAwT2/A�7f l 0�. 10' O.C.(TYP.) - / - _ DELINEATORS I - I-15 59 ON RAMP g lit % AS' -[A,,.,' EX. EDP ale - L�'' I 15 NB FLfFT/'`so - - o E�, + 1- 15 NB OFF RAMP °' DC.(TYP.) ti M DELINEATORS - CIO ,y • • •�-•h• • ♦ • • •-♦---•-• �•-•-fry ♦ 8f♦l-♦-�-r ram+•-•-f--•-•-1-•-f i-f-�-I• ��r H+-+--�-+�+• --•-+-Ir•-�-�Ir+-•-•_-�-Fa�-♦-+ r+•-r-W -rt+!_-+�--•---_� -- n; ry� G9C. 99C' 99f f9f _ "V — _--_— ---- _---- —_—_---- -. — -- -- --- -- ----- -- W20-1 - wN t C30(CA) , C30(CA) , C30(CA) 250' - E. PERMff#08-15-6—MC-0720 CALTRANS TRAFFIC EXPECTED DURATION: 2 WORKING DAYS SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE CONSTRUCTION ALLOWS FOR WEEKEND 40 20 ° 40 BG WORK ONLY SCALE IN FEET ,I 1 inch = 40 ft. N�^ CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REV/S/ONS APPR. DATE THEsc PUNS HOE BEEN REVIEWED FOR COMPLANCE W/7H 7NE PREPARED BY.• SIM LINSCOTT, LAW& GREENSPAN, ENGINEERS APPROPRMiF CONO/AONS OF OEMOPMENT ANO/OR CITY AND STATE- ?,0FESSIO/v TRANSPORTATION PLANNING - IRArnr,ENGINEERING - aAIMM CITY OF LAKE ELS/MORE SHEET LAWS ANO A PERMIT MAY BE ISSUED. oQ�� nRy P o 606 ."w.A.. ,e soo, ca 9„oc MIT 196-1aa, 16 / w v J� A oasaa aurme.s,,..,�srzesou.sa�o.yo.ca 9x,n lase)]no-eaoo 71ACT 29214 24 / No. 1802 m SCILE OF t -17-1- !� O/.29•/7 s 30/18 * BENCH" TEMPORARY TRAFFIC CONTROL PLAN sHEETs eRAo FACRELL Rc 43920 LUTE IL D. MABERRYj LL97E �q Pftt/AFFlC eP C-95-J1T L4ffE STREET — PHASE 2 f7LE NoC17Y ENGINEER . C17Y Of*L4KE ELSMRE R.T.E. No. 18 f of cAVFO� L 47E. ELEYA7ET I 45 MSL 9 /-15 N5 & 59 RAMPS �'�..Olq SEE SHEET Aft 1 FOR L'ESC. F L COUNTY ROUTE KIlOWETER POST CONSTRUCTION SIGNS ON THIS SHEET• ONLY TOTAL PROJECT WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES '/ 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, R1-1 G20-2 W20-1 TYPE N(CA) R11-2(RD) �/V 15 26.46/26.69 LATEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. - 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD STOP END ROAD PLAN A-20, DETAILS. ROAD WORK ROAD CLOSED 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. woRK WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES 4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA AHEAD E❑EXISTING TO REMAIN UNLESS NOTED OTHERWISE. OVERNIGHT. <> la PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, 5. ALL SIGNS SHALL BE T AND STANDARD SIZE. R4-7a(R) WI W8-3 Wl-4(L) wl-4(R) CONES, SIGN, FLASHING ARROW SIGN, OR HIGH LEVEL WARNING DEVICE AS NOTED. 6. ALL TUBULAR DELINEATTORSORS ANDD C COONES SHALL BE 36" MINIMUM HEIGHT, REfLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL KEEP INCLUDE A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. � • 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND RIGHT SAFETY OF TRAFFIC DURING CONSTRUCTION. > > < > 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS. LEGEND 10, ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. ®11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE 0 12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. CHANGEABLE MESSAGE SIGN (CM5) LANE CLOSURE Y HIGH LEVEL WARNING DEVICE EXISTING STRIPING & MARKINGS TO REMAIN �__ 13, MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. --- SEE NOTE #11. 0 EXISTING SIGN TO REMAIN EXISTING STRIPING & MARKINGS TO BE REMOVED 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. M NEW SIGN -"�- - ALL CONFLICTING LINES, EXISTING CURB PAINT, AND 6_ EXISTING STREET LIGHT �► PROPOSED STRIPING & MARKINGS PRIOR 15 S DAMAGED INSTALLATION DUE TO REMOVAL OF MAROKERS STRIPING.EARELLLACONDFLICCTI TO TME SATISFACTION PAVEMENT VE OF HE RKINGS SHALL BE REMOVED BY WET SANDBLASTING MARKERS ENGINEERS OTHER EMOVED, PAVEMENT TOHAT I\7S Sg OF.g 2-'y- INSTALL SIGN ON EXISTING STREET LIGHT Mp TYPE II BARRICADE WITH SIGN 16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIRECTION SIGNS SHALL BE PLACED TO DIRECT TRAFFIC FROM THE�LOSED TYPE III B ARRICADE WITH SIGN DRIVEWAY TO THE OPEN ONE. / • PORTABLE DELINEATOR/CONE/SURFACE 1❑W20-1 MOUNTED CHANNELIZER � N LAKE R5 1'o E / STREET I-15 NB ON RAMP 8_1 E G20-2 1 — — — — — — / PR. AC BERM G27 E I E G27 1 R4-7a(R� E R5-1a I-15 FREEWAY C;20 W1-4(L) 1 RI-1 {11w3= 1 w20-1 ��----yyyy pp � '--'R3-ia — 1 / '"' / 50' 24 za 4- 7 n ) �• ♦ + • • • •3• • • •®li .+ • •'�i;• • • ! __ - - - - - - - - --------------- - - r • + --- - • • • • • • • I • i =�' a -- - -- - ------ - _ --- -- ( — Ly -EX. EDP \ 3_ y W20-1 1 250" A,'� �I R3-10 E ! f 1 W1-4(R) 1 DELINEATOR ) G20-2 z _ - - - �� E G27 � R1-1 1 I ( / i' - - - - _ _ - W1-4(L) 1 W3-1 10' O.C.(TYP.) 1 R11-2 RD p / R6-1 DELINEATORS TYPE N(CA 1 ` PR. AC BERM W6-3 1 ( ) ;/ / %R5-1, R5-la I-15 SB ON RAMP / IEX. EDP I 15 ggLO S'P4 3 j Ng o FL�FP��To 0 ko MI— 1 S NB OFF RAMP �sr072z 11124 EX EDP EDP F6W R41IP crate aw O w is &c. es2 - -- e3s -- Ac _ .�.�ded ---- _.�--- w _ _ EX.EDP TO BE REMOVED 011 V PR. EDP PERMIT#08-15-6-MC-0720 CALTRANS TRAFFIC EXPECTED DURATION: 2 WORKING DAYS SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE CONSTRUCTION ALLOWS FOR WEEKEND 40 20 D 40 80 WORK ONLY SCALE IN FEET -1 inch = 40 ft. NR� CALTRANS PERMIT NO.08-15-8-MC-0720 MARK REVISIONS APPR. DATE 7HESE PLANS H4VE BEEN RENEWED FOR CL7MPU4NL'E w77H 7HE PREPARED BY.• SEA[ LINSCOTi, LAW&GREENSPAN, ENGINEERS APPROPRA47E CON,91n0NS OF DEYEZOPAIEHr AAV Cm'AND SrA7E �P OFESSIo - c c - CITY OF LAKE EL SWORE- SHEET LAWS AND A PEMff M Ar BE ISSUED /� R TRANSPORTATION PLANNING wnrr, NciNeeRwe anRKmu 17 e 2 Eae.."uve Ci,.-,e,Viu ne 251J.mine,C"9261a C—)025-6t?5 a4591 k�,,t��„5✓e.t.Su�le 00.Son Diego Ca 92111 (050J 100—BBoO TRACT 28214 24 2 / _I / S� No. 1802 !^A SCALE. OF SNEE/S 7 7D /.29./7 ,� a eENCN~. ExP6/30/18 TEMPORARY TR,9FF/C CONTROL PLAN BRIO FACREZL, kG'E 2D LL17E D. MABER si. Q CITY ENGINEER .T.E. No. 18 �� 9rF TRAFFIC �? C-'5 L4KE STREET - PHASE ✓' ALE No. LYIY OF LAKE EZS/NORE OF cAJFo EZEYAI,gN• 7,T5C I5 A/SY D1TF• •t-• 7 hV I fW a'= ® /-75 N,6 & SB RAMPS I-)-p COUNTY ROUTE EMOMEPER POST WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES CONSTRUCTION SIGNS ON THIS SHEET ONLY TOTAL PROJECT 1. ALL WORK AND MATERIALS SHALL COMPLY WITHTHE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, G20-2 W20-1 W20-3 TYPE N(CA) R11-2(RD) R/V 15 26.46126.69 LATEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD ENO ROAD PLAN A-20, DETAILS. ROAD WORK ROAD ROAD CLOSED 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. WORK CLOSED WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES 4. FLASHING YELLOW BEACONS, TYPE "B SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA AHEAD AHEAD EXISTING TO REMAIN UNLESS NOTED OTHERWISE. OVERNIGHT. i�PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. R3-1 R3-2 R71-2(RD) R4-7a(R) W20-3 C9A CONES, SIGN, FLASHING ARROW SIGN, OR HIGH LEVEL WARNING DEVICE AS NOTED. 6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 36" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE HEIR APPEARANCE AND CONTINUITY, AND SHALL It ROAD KEEP BE INCLUDE A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. CLOSED � PREPARED. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND RIGHT TO STOP SAFETY OF TRAFFIC DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED. PRIOR TO COMMENCING c CONSTRUCTION. W3-1 C30(CA) WI-4(R) 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING LEGEND PROPERTY OWNERS. 10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE • C OSED ® FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. CHANGEABLE MESSAGE SIGN (CMS) LANE CLOSURE S� 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. Y HIGH LEVEL WARNING DEVICE 12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. .._. EXISTING STRIPING & MARKINGS TO REMAIN p EXISTING SIGN TO REMAIN _ EXISTING STRIPING & MARKINGS TO BE REMOVED 13. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. h NEW SIGN SEE NOTE #11. EXISTING STREET LIGHT -w PROPOSED STRIPING & MARKINGS 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. INSTALL SIGN ON EXISTING STREET LIGHT 15. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD / I��S S TYPE h BARRICADE WITH SIGN PRIOR 15 DAMA°GED INSTALLATION TO REMOVAL OFNEW/TEMPORARY MARKERS SHALLSTRIPING. BE REPAIRED CONFLICTING T E SATISFACTION PAVEMENT OF HEMARKERS Y ENGINEERE REMOVED, PAVEMENT THAT B 0�-r� A, TYPE III BARRICADE WITH SIGN 16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIRECTION SIGNS SHALL BE PLACED TO DIRECT TRAFFIC FROM THE CLOSED ' Ir j 4HMp • MOUNTEDE DEAN EUZER CONE/SURFACE 1-15 NB ON RAMP DRIVEWAY TO THE OPEN ONE. J FLAGGER .SEE57/EF723G1'2s 1 o /W RMIP aosvgf LAKE LY7aR RAN R5 E 6-1 STREET Rl-1, WI-4(R) 1 G27 E PR, AC BERM 1 R3-1 I E R5-1a E 1—15 FREEWAY n C 1G20 ,` E G27 EX. AC BERM/I�w3-4 q q I 1 TYPE 2, 50' 50' I 1 c9A __ �_ - —_. _. _._- I ,ice i _— � • • • • • • • 1 • m - =T Amp za za ---- - �,_ ___ .. ze ze „KYI T,42Y • • s-a • • 0 = -- _ _ i �• 7AXI AY� EX. EOP R3-1,G E • I,� R6-1 - E G27 1 GO E G20 1 R4-7a 1 W3-4 1 W3-1. R3-2 1 R5-1, R5-1❑ 10' 0.C.(TYPL) R4-7a(R) 1 PR. AC BERM 1 DELINEATORS FL41M 6W 41(f - / TRIATK'L4V IM'E SMUT 1-15 SB ON RAMP / / / I As�LIj,TE EX. EOPIt a 116 gE O FTC T� Ng LgF f5a h + 1 C9A — �� 1 W3-4 W20-3 1 ---- -- - I— 15 NB OFF RAMP -- 1 oE�LINEATORS) — ------ -- -- -- --- -- - r�i 7 -�f•t♦-f•-t-•-•-H-•--•-• i�-F♦ f•--f--•- ♦-�f�-•ft•-f-�--F ��t-♦--♦-•-H-�! � :- --- ------- - -_--- ----- W20-1 =z w1 C30(CA) 1 C30(TA) 1 C30(CA) 250' E :3 PERMIT#08-15-6-MC-0720 CALTRANS TRAFFIC EXPECTED DURATION: 2 WORKING DAYS SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE 4G 2G ° 4G BD CONSTRUCTION ALLOWS FOR WEEKEND 0 WORK ONLY SCALE IN FEET 1 Inch _- 40 ft. IYRL CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REVISIONS APPR. DATE THESE PLAAS HAVE BEEN RENEWED FOR COAOPU44CE WDH 7HE PREPARED BY SE1[ LINSCOTT, LAW&GREENSPAN, ENGINEERS APAWPAY47E COND/AOAS OF DEYELOPMEW AND/OR WY AND STA7E Q�oFEss�ory� o ANSPDRrAMN PLANNING mar Nc CITY-Of LAKE EZS/NORE SHEET 1-4#5 AND A PERM?MAY BE ISSUED. ��° y F - 18 TRACT 29214 24 "�na� 42Q l - 7 1802 scuE TEMPORARY RMFFLC CONTROZ PLAN 2- r� ` ✓� O�2SJ./ 9ENCH MARK OF SHEE75 s BRAG FADREZL, RCE 920 L347E KFJLv Exp.6/30I18 D. MABERRY DATE ql TRAFFIC C-95-J7 LAKE STREET — PHASE 4 TILE NoCflY . D CDY OFGL4KE EZSINORE INEER R.T.E. No. 1802/ P of cA�-lFo� a4� SEE TEYA71- 1J5NO J 6.t,5 MSC 9 1-15 N8 & SB RAMPS SE SHEET FOR E3'G r1 COUNTY ROUTE TOTIOTPEOC'1S WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES CONSTRUCTION SIGNS ON THIS SHEET ONLY R/V 15 26e 46/26.69 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, RI-1 G20-2 W20-1 C30(CA) TYPE N(CA) R11-2(RD) LATEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD END ROAD ROAD PLAN A-20, DETAILS. STOP Roao WORK LANE CLOSED WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. WORK CLOSED 4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA AHEAD EXISTING TO REMAIN UNLESS NOTED OTHERWISE. OVERNIGHT. <> PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, 5- ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. R4-7o(R) W3-1 W6-3 WI-4(R) Wi-4(L) CONES, SIGN, FLASHING ARROW SIGN, OR HIGH LEVEL WARNING DEVICE AS NOTED, 6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 36" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL KEEP INCLUDE A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND - SAFETY OF TRAFFIC DURING CONSTRUCTION. • _ OU 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING e- GDG CONSTRUCTION. LEGEND G 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING z PROPERTY OWNERS. - G] 10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE ® FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. CHANGEABLE MESSAGE SIGN (CMS) LANE CLOSURE - 3 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. - W Y HIGH LEVEL WARNING DEVICE EXISTING STRIPING & MARKINGS TO REMAIN - TJ 12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. 0 EXISTING SIGN TO REMAIN EXISTING STRIPING & MARKINGS TO BE REMOVED 13. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE, F NEW SIGN - SEE NOTE #11. o--� EXISTING STREET LIGHT PROPOSED STRIPING &MARKINGS 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. INSTALL SIGN ON EXISTING STREET LIGHT 15 ALL PRIOR°TO LINSTALLATION OFS EW/TEMPOR RYTING CURB TS RIPING. ALL AND C ONFLICTIS SHALL NG RAISE EDEPABVEMENT MARKY WET ERS SMALL°BE OTHER REMOVED, PAVEMENTHTTHAT I SB TYPE II BARRICADE WITH SIGN IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. OA'F TYPE III BARRICADE WITH SIGN / lh'•9+7p • PORTABLE DELINEATOR/CONE/SURFACE j-15 NB ON RAMP 16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIRECTION SIGNS SHALL BE PLACED TO DIRECT TRAFFIC FROM THE CLOSED / MOUNTED CHANNELIZER DRIVEWAY TO THE OPEN ONE. .SEE.9St'El1I Ar1f I fw m w aoszw / G20-2 1 _ LAKE R5 16 E / STREET s-1E — - - - - G27 E PR. AC BERM E R5-1, 1 R,-1 10' o.c.(rw.) 1—15 FREEWAY �lW3_1 E c2o 1 W211-1 RS-ia E R3-ia DELINEATORSE G27 R11-2(RD), 1 / I I \ 250' EX. A_ BERM \ 320 TYPE N(CA) - W6-3 1 W1-4(L) 1 W1-4(R) 23 21 2r'— _ 28 28 • ♦ • ♦ ♦ • iy 3 �1 — 32— _ — — — !L{J•TAc� • • • �• • ♦� ��• • ♦ ♦ • • • • • 19�7AF�N S+ __ - (� L7 C - - 250' b ---- - %♦ `3`�aIM'� �EX. EDP N W _ - _ I �♦ / 1 20-2 m W20-1 1 - - 1 W3-1 , Wi-4(R) R3-ia E 1 - �E R6-1 - ]7 _ R1-1 1 G27 G20 1 W6-3 % r R5-1, R5-lc - - - - - - - - _ - - - R4-7a(R) {��.!1,,' G20-2 1❑-� S DELINEATORS I I-15 SB ON RAMP MIAs LIArLy, /`�EX. EOP I >5 Ng Opp LEFT0 - 0 a I—15 NB OFF RAMP , Q.C.(TYP.) coDELINEATORS - - -- D -- BB _-- -- -- D 0 �'� ------ ---------------- occ---------__---_-----_------- --------_-_------ 2Be--_--_---__--___--------------- 1 W20-1 E z 44 C30(CA) , C30(CA) , C30(CA) 250 F W 50 U = h PERMF#08-15-6-MC-0720 CALTRANS TRAFFIC EXPECTED DURATION: 2 WORKING DAYS SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE CONSTRUCTION ALLOWS FOR WEEKEND 40 zo ° 40 so WORK ONLY SCALE IN FEET 1 inch = 40 ft. NRL CALTRANS PERMIT NO.08-15-6-MC-0720 MARK 1?fVISIONS APPR. DATE 7NESE PLANS HAkE BEEN RENEWED RJR CONPLLWCE W>7N 7P/£ PREPARED BY.• SEAL LINSCOTT, LAW& GREENSPAN, ENGINEERS CITY OF LAKE ELS/MORE SNEE!OFESSIO TR—PORTATION P�ANNIK - MAMC ENGINEERINI: ,nW'iNr. APPROPRL97E CChY0070N5 OF DEI�ECPPMENT AND/CM C/7Y ANO STA 7F PR LAWS AND A PERMIT MAY BE ISSUED. 2� ��R'}F' "coo s"wN 1"Ne"e. 1 v"eooe"",c.e'o 1-'"F,- -, 19 e 2 Evecu Nve n,'..5u Iry 11 25a, ine Ga—1n 9491 025-"" m os 2-1—s1..e1 w„e 5e„ "11 1B 13„0_3„' TRACT 28214 24 /J / o/ /7 No 1802 SCALE �`" '" a TEMPORARY TRAFFIC CONTROL PLAN OF sNEE7s BRAG FAGRELL, RC41 4UY20 a4TE K D. MAKER" DA7E E 6/30/18 s�f`PTRAFFIC 2P C-95-..0 L,gKE STREET — PHASE 5 nLE No. Cry OFG/NEER LAKE ELS/MORE R..E. No. 1802 F or cA3F�� . A PON 1 6� © /-15 /UB & SB R/aMPS z .SEE SNE£T An. 1 mR OfSC = o M s COUNTY ROUTE En.Om RER POST TOTAL PROJECT CONSTRUCTION SIGNS USED ON THIS SHEET SIGN INSTALLATION DETAIL R/V 15 26.46/26.69 M6-1(L)* M6-1(R)* M6-3* G27-1 IMERSTATE, f1t TRUCK I F 15 DETOUR WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES M4-Ba EN D M4-8 M4-4 ® DETOUR E❑ EXISTING TO REMAIN. PROTECT IN PLACE. END DETOUR TRUCK ® PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, DETOUR 1 5 *NOTE BLACK ON ORANGE BACKGROUND **N DETAIL DETAIL (3 DETAIL DETAIL_ NOTE WHITE ON GREEN BACKGROUND © ° A D LEGEND z - cT M FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE Z HIGH LEVEL WARNING DEVICE LANE CLOSURE C (.J SIGNALIZED INTERSECTION GO 1 W TYPE II BARRICADE WITH SIGN 7] TYPE III BARRICADE WITH SIGN ALIGNMENT OF CONE DELINEATOR WITH YELLOW REFLECTIVE TAPE FPCM4 PORTABLE CHANGEABLE MESSAGE SIGN TF� Fsc CANYON SCREEN 1 M 15 SCREEN 1 p SCREEN 2 ME D � EXIT AT NICHOLS RD z SCREEN 2 LT DATE SCREEN 3 �� 6 Z TOI USE (_ DATE IDETOUR r Lai PCMS MESSAGE PCMS MESSAGE _ W NTS NTS D PLACE ADVANCE OF CONSTRUCTION) DURING NG(CONSTRUCTION) - M4-8a© G27-1 - M4-4, 1 M4-8, G27-1, M6-1(R) SCREEN 1 IN /C�'O ®M4-4, M4-48 NO TRUCK 1 M4-8, EXIT AT v s G27-1 G27-1, M6-1 R LAKE ST ( j M6-1(L) J AO /O� NO TR CKEEN 1 SCREEN 2 M4-4, C G27-1 EXIT AT 0- p 1 G27- G27-1 EXIT AT G6-3 LAKE ST L'-T � M6-3 NICHOLS RD SCREEN 1 co = SCREEN 2 SCREEN 1 NO TRUCK �" Q U RD DATE SCREEN 3 a AT MAKE ON RAMP Z c TO USE AT LAKE ST p �� 0� DATE DETOUR - p SCREEN 2 G� `/�,�,1 PCMS MESSAGE PCMS MESSAGE _ y SCREEN 2 DATE Q NTS NTS Fu �Cv� (INSTALL 1 WEEK IN (LEAVE IN PLACEUSE '- DETOUR DOE CD Q -4�� ADVANCE OF CONSTRUCTION) DURING CONSTRUCTION) - - PCMS MESSAGE PCMS MESSAGE NTS NTS C (LEAVE IN PLACE (INSTALL 1 WEEK IN DURING CONSTRUCTION) ADVANCE OF CONSTRUCTION) _ W NOTE: THIS TRUCK DETOUR PLAN IS TO BE - IMPLEMENTED DURING PHASE 1 CONSTRUCTION. PERMF#08-15-6—MC-0720 CALTRANS TRAFFIC SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE _ NR� CALTRANS PERMIT NO.08-15-6-MC-0720 7HE5E PLANS MW BEEN RENEWED FAR COMPLNNCE NVN 7W PREPARED BY SEAL UNSCOTT, LAW& GREENSPAN, ENGINEERS MARK REV/5/ONS APPR. DATE ,OF ESSIOry ANSPORTAnON PLANNING - TRAFFIC ENGINEERING - PARKING CITY OF L4KE ELS/NORE SHEET APPROPRL4TE G10NLUTh7NS OF OEVE[oPMENT AAD/AR WY AND STA7E aQ �qi 20 11ABER� C� �M leAe Armue,O' Su�u 600,vomEena,Ca AD 9i166 (6Yfi)"/96-1122 LAWS A A PERA/?MAY BE LSSC/EQ A� r 2 J .ze _ z R.„ ,..e..s, ,-,e =m o1.9e Cl 92111 ,666,Soo_e6aN TRACT 28214 0, 24 G-r7-r� 4 �i19-/� No. 1802 m SCALE.• BENCH MARK.• SHEETS E,Rs/3o/16 DETOUR PLAN BRAG FACRELL, Rc 910 LW7F KEIL D. MABERRY DATE �9r .6/30/ tP LAKE STREET — PHASE 1 Rur No. BRA ENGINEER R.T.E. No. 1802 P OF TRA FIC 0� LZEYAAON.- 7356.45 MSL CCITY17Y OF LAKE ELSYNORE R47F SEE SHEET NO. 1 fAP&I= 9 /-15 NB & SB RAMPS 1 p1y3 D _- g COUNTY ROUTE KMOMMR POST CONSTRUCTION SIGNS USED ON THIS SHEET SIGN INSTALLATION DETAIL TOTAL PROJECT M6-1(L)* MS-1(R)* M6-3* G27-1 SC6-4(CA) 1?1V 15 26.46/26.69 "' SB ON RAMP DETOUR DETOUR DETOUR 15 CLOSED SOUTH SOUTH SOUTH END WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES xx xx xx DETOUR M4-8a M3-4** M4-8 THRU N T N " /iNrEasT1 E❑ EXISTING TO REMAIN. PROTECT IN PLACE. SOUTH DETOUR xx xx xx 15 15 15 SOUTH END a PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, DETOUR TIME-TIME 15 *NOTE : BLACK ON ORANGE BACKGROUND **NOTE : WHITE ON GREEN BACKGROUND DETAIL Q DETAIL DETAIL © DETAIL © -- D LEGEND z -M FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE Z HIGH LEVEL WARNING DEVICE LANE CLOSURE �I SIGNALIZED INTERSECTION W TYPE II BARRICADE WITH SIGN _ D TYPE III BARRICADE WITH SIGN ALIGNMENT OF CONE DELINEATOR WITH YELLOW REFLECTIVE TAPE FPCMJ PORTABLE CHANGEABLE MESSAGE SIGN TF�FSc SC6-4(CA) 10 CANYON ' DAYSALL PRIOR TTOSINESS CLOSURE) SCREEN 1 SCREEN 1 O SB ON RAMP RCL04ED M4-8, 15 CLOSED M3-4, AT LAKE G27-1, ®M4-8, M6-3 - SCREEN 2 SCREEN 2 M3-1 D A USE T DETOUR M6-1(R) J DATE SCREEN 1 PCMS MESSAGE �� SB ON RAMP SCREEN 1 Q 6Z7 NIN PCMS MESSAGE CLOSED SB ON RAMP yJ (LEAVE IN PLACE NTS Pq�s T LAKE CLOSED _ DURING CONSTRUCTION) (INSTALL 1 WEEK IN T LAKE ADVANCE OF CONSTRUCTION) SCREEN 2 07 DATE SCREEN 2 D TOI USE DATE IDETOUR _ PCMS MESSAGE PCMS MESSAGE D OM4-8, NTS NTS M3-4, (INSTALL 1 WEEK IN (LEAVE IN PLACE G27-1, ADVANCE OF CONSTRUCTION) DURING CONSTRUCTION) - M6-3 ®M4-8, M3-4, --•%l, 7-1 6M �I �CV �c/y, v S J - = M3-4, 1 G27-1 W co J R D C o Q D OM4-8, M3-4, G27-1, C� - z M6-3 C E 3 co F m "NOTE: THIS RAMP DETOUR PLAN IS TO BE IMPLEMENTED DURING PHASE 2 CONSTRUCTION. - PERMff III 08-15-6-MC-0720 CALTRANS TRAFFIC - SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE _ NRL CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REVISIONS APPR. DATE THESE PLANS HOVE BEEN RENEWED FOR COMPLL4NCE WITH THE PREPARED BY S£AL LINSCOTT, LAW& GREENSPAN, ENGINEERS I CITY OF LAKE ELS/MORE SHEET APPROPRA47E CONDITIONS OF OEMELOPMENT AND/OR CITY ANO STALE QSOFESSIOry9 rRANSPORrATION PLANNING - ,r FF ENGINEEairvG - P—INc L4W5 AND A PERMIT MAY BE IS511E0. ��a NA`BER,p}f awe A�.� 1—,ao, a,aae -,t,os ;1. ?9a-2— 21 N o5tiveLCrcie,wne 250.vine Cn 925tp' f949)025-9t?4 42=N�t,��st..a._�,.,to�.=o�o,e9o. le,a,,aN_aaoo TRACT 28214 24 l No. 1802 m A SCALE.• BENCH M4RK.• OF SHEE75 Q1 1917 * 6/30/18 # DETOUR P�N BRAG FAGREL4 RCE( 920 a41E KEIL . MABERRY L147F �qi TRAFPIC �P C-95-M LAKE STREET — PHASE 2 A7LE No. C/1Y ENGINEER R.T.E. No. 1802 f � ZZEVA77ON.• 13U$45 MSC C/lY OF LAKE ELS/MORE OF CA�FO ��. SEE SHEET mo 1 fUR QESC. Q /-15 N6 & SB RAMPS 1,�b D Z G) COUNTY ROUTE �e0 POST CONSTRUCTION SIGNS USED ON THIS SHEET SIGN INSTALLATION DETAIL TOTAL PROJECT M6-1(L)* M6-1(R)* M6-3* G27-1 SC6-4(CA) R/v 15 26.46126.69 r4mmilD HEFSIAE\ NB OFF RAMP DETOTR DETOUR 15 CLOSED NORTHUR N DEORT OUH NORTH WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES xx xx xx END ** SIA NTERSTAT ERSEA M4-8a M3�-4 MI THRU 1 5 5 15 DETOUR E❑ EXISTING TO REMAIN. PROTECT IN PLACE. END NORTH DETOUR xx xx xx NORTH la PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, DETOUR TIME—TIME � � � NiERSFA *NOTE : BLACK ON ORANGE BACKGROUND 1 5 U **NOTE : WHITE ON GREEN BACKGROUND DETAIL AO DETAIL ® DETAIL ® DETAIL © _= D LEGEND _ -M FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE z C HIGH LEVEL WARNING DEVICE LANE CLOSURE W m �) SIGNALIZED INTERSECTION - m TYPE II BARRICADE WITH SIGN TYPE III BARRICADE WITH SIGN ALIGNMENT OF CONE DELINEATOR WITH YELLOW REFLECTIVE TAPE PCMS PORTABLE CHANGEABLE MESSAGE SIGN TF�FSc q� 1 scs-4(CA) (INSTALL 10 BUSINESS DAYS PRIOR TO CLOSURE) CgNYON REFER TO CALTRANS STD. PLAN RSP TS14 FOR RAMP CLOSURE DETAIL 15 O A . � Z Q 0 LA 3 m C M4-80O 1 M3-4, a G27-1 SCREEN 1 /yO< RAMP v Is, MID)AT LAKE ST J SCREEN 1 -I O M4-8, RAMP SCREEN 2 = M3-4, CLOSED AT EXIT AT L GM6-3 LAKE ST - 0 = M4-8 ® SCREEN 2 NICHOLS RD Q U RD G27- DOTE FUSESCREEN 3 M67�(�) DATE DETOUR - m PCMS MESSAGE D 0: (� PCMS MESSAGE - - Q ��G TS (INSTALLNI SWEEK IN (LEAVEN N PLACE OM4-8 Q�� 9 ADVANCE OF CONSTRUCTION) DURING CONSTRUCTION) _ m M3-4, L G27-1, U (n C M6-3 q� W m m "NOTE: THIS RAMP DETOUR PLAN IS TO BE IMPLEMENTED DURING PHASE 3 CONSTRUCTION. - PERMff#08-15-6-MC-0720 CALTRANS TRAFFIC SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE r�RL CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REVISIONS APPR. DATE 7HESE PUNS N4111E BEEN REVIEKV FOR COA/PLMNCE NTH THE PREPARED BY.• SAC LINSCOTT, LAW&GREENSPAN, ENGINEERS APPROPRIATE COND/710NS OF DEVELOPMENT AND/OR C/7Y AND STATE QµOFESSI TRANSPORTATION PLANNING - mnFFIC ENGINEERING - 'ARIA, CITY OF LAKE EZ.SINC7RE SHEET LANS AND A PERMIT MAY BE ISSUED. CFO R4}Fy ..soy, axe A m,+.sot Pa.aae c.qI o (a ) 22 n y m :z E.e-1-1M„e�ne. q,N„ )qaq)"as_6„s TRACT 28214 24 w o2 eu++ner 5<,eet,sun.0.11-n Ci 9 cA qR+l, (M)500-9900 4 � "� No. 1802 " SGILE: BENCH MARK.• OF SHEE75 2.17-l7 O.Z9.i7 ExP6/30/18 DETOUR PLAN BRAG FAGREL4 RC 4J920 DA7E KEIL . MABERRY A4TE �Nj TRAFFIC AP C-95—' L4KE STREET — PHASE 3 FILE No. o CITY ENGINEER R.T.E. No. 1802 f Fob` ETEYA77ON. IJ56.45 AM CITY OF LAKE ELSINORE of CAU Lk7£ sEE sHEEr nb ,FDR DESc 9 /-15 NB & SB RAMPS �. S z cT COUNTY ROUTE Em010A..R'ER POST CONSTRUCTION SIGNS USED ON THIS SHEET SIGN INSTALLATION DETAIL TOTAL PROJECT M6-1(L)* M6-1(R)* M6-3* G27-1 SC6-4(CA) R/I/ 15 26.46126.69 ® NB ON RAMP DETOUR DETOUR DETOUR 1 5 CLOSED NORTH NORTH NORTH END WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES XX XX XX ^ M4-6a MI MI DETOUR ** THRU 71t N a ar INrERnA E\ EEXISTING TO REMAIN. PROTECT IN PLACE. NORTH DETOUR XX XX XX 15 15 NORTHENDPLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, DETOUR TIME—TIME Rsa *NOTE : BLACK ON ORANGE BACKGROUND 15 m **NOTE : WHITE ON GREEN BACKGROUND DETAIL ® DETAIL ® DETAIL ® DETAIL LEGEND czi z FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE C 0 HIGH LEVEL WARNING DEVICE LANE CLOSURE M4-8aO - 3 SIGNALIZED INTERSECTION 1 M3-4• - 0) TYPE II BARRICADE NTH SIGN G27-1 TYPE III BARRICADE WITH SIGN • ALIGNMWITH YEL OF COLECTVENE DIELITEAAPTOR PCM PORTABLE CHANGEABLE MESSAGE SIGN M3-4, G27-1, M6-1(L) M4-8,O M3-4, G27-1, QF p M6-3 Rp 0 O T�A'F t M3-4, 2 sC G27-1. SC6-4(CA) C M6-3 (INSTALL 10 BUSINESS ,.0 z DAYS PRIOR TO CLOSURE) C 6 co rt1 CANYON 15 M4-e M3-4, G27-1, M6-1(L) SCREEN 1 YtP NB RAMP SCREEN 1 CLOSED NB RAMP CLOSED SCREEN 2 DATE SCREEN 2 TOI USE DATE DETOUR PCMS MESSAGE PCMS MESSAGE 0 N TS NITS (INSTALL 1 WEEK IN (LEAVE IN PLACE - O ADVANCE OF CONSTRUCTION) DURING CONSTRUCTION) G - Z O) Z C co �� /Cyr 77 Q CS E `NOTE: THIS RAMP DETOUR PLAN IS TO BE IMPLEMENTED DURING PHASE 4 CONSTRUCTION. - PERMff#08-15-6-MC-0720 CALTRANS TRAFFIC - SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE NRI' CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REV/S/ONS APPR. DATE MESE PLANS MPF BEEN RENEWED FOR COMPLAWCE WTH ME PREPARED BY SFAL LINSCOTT, LAW & GREENSPAN, ENGINEERS APPROPRMF CVN0/770N5 OF DEVELOPMENT AM/OR CITY ANO STA7F ?,OFESSIONq TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING CITY OF LAKE ELSINORE SHEET LAWS AND A PERMIT MAY BE ISSUED. a soma a..,�e sin@F� ^'—"Wy�" •1 E•e<ufi.etG r,le,y5urte 250.a I=P .ce 9— f1692a59)8vu5--6 T2552 2✓ 1 eCP S6 `� � as.z Rwme,so-eee.ane oa,soy oeeo,ce smu laser aoo-seoo TRACT 28214 OF 24 � No. 1902 .f^s SL'ACE.• 2-17-l7 07.19•17 * BENCH AG1 DETOUR PLAN SHED Exp630/18 8R00 FAGREL4 RCtl4J920 447E K D. MABERRY a47F s9r TRAFFIC ?P C-'�-' LAKE STREET - PHASE 4 f7LE N°- O CITY ENGINEER . .E. No. 1802 F o�' ELE✓A77ON' IJ5445 MSL - CI7Y OF LAKE EZS'INORE Or F 447F.' SEF SHEET w T Fw rise Q /-15 NB & SB RAMPS I 3(o = > z 0 i COUNTY ROUTE KII UrM POST CONSTRUCTION SIGNS USED ON THIS SHEET SIGN INSTALLATION DETAIL TOTAL PROJECT M6-1(L)* M6-1(R)* M6-3* G27-1 SC6-4(CA) /RSV 15 26.46/26.69 ® SB OFF RAMP DETOUR DETOUR CLOSED DETOUR 15 CSD SOUTH SOUTH SOUTH END WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES ** THRU N R� St"' DETOUR M4—eo M3-4 M4-8 END SOUTH DETOUR SOUTH �E EXISTING TO REMAIN. PROTECT IN PLACE. xx xx xx 15 15 15 ❑ DETOUR TIME—TIME ERSI" 1❑ PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, 15 **NOTE WHITE ON GREEN NOTE BLACK ON GBACKGRO ND BACKGROUND DETAIL AO D DETAIL (8 DETAIL DETAIL =� : © � LEGEND z L) FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE Z C HIGH LEVEL WARNING DEVICE LANE CLOSURE (S) SIGNALIZED INTERSECTION m TYPE II BARRICADE WITH SIGN R�5 �Jv _ m TYPE III BARRICADE WITH SIGN ALIGNMPE WITH ENT OF COLNE EC DVEI TEAATOR PCMS PORTABLE CHANGEABLE MESSAGE SIGN B Q M4-8. M3-4, M67 1(f�) SCREEN i RAMP CLOSED AT LAKE ST SCREEN 2 SCREEN 1 RAMP EXIT AT CLOSED AT NDMN TRICK 1RAL LAKE ST B OF A M4—B,O SCREEN 3 SCREEN DATE 2 O M3-4, 1 �C/Lj 1 G27 4, G27-1, '4 M6-3 USE TO M6-1(L) DETOUR DATE PCMS MESSAGE PCMS MESSAGEINTS RD N (LEAVE IN PLACE LL 1 WEEK IN 1 DURING CONSTRUCTION) ADVANCE OF CONSTRUCTION) 0 D W D Of TF J = MFSC 0 q� c W � J Lv OA CANYO M4 N —8 M3-4, 1 0 G27-1, M6-3 REFER TO CALTRANS STD. PLAN -- RSP TS14 FOR RAMP CLOSURE DETAIL 15 SC6-4(CA) q (INSTALL 10 BUSINESS 1 DAYS PRIOR TO CLOSURE) $ ©M4-8a, M3-4, 1 G27-1 pi n Z 0 - Z C co Cy0. s NOTE: THIS RAMP DETOUR PLAN IS TO BE IMPLEMENTED DURING PHASE 3 CONSTRUCTION. PERMIT#08-15-6—MC-0720 CALTRANS TRAFFIC SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE I�kL CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REV/S/ONS APPR. DATE O/ESE PLANS H41E BEEN REVIEWED FOR COMPLANCE#PH 7HE PREPARED BY- SO& LINSCOTT, LAW& GREENSPAN, ENGINEERS APPROPRI47F CONO/AONS OF DEVELOPMENT AND/OR C17Y ANO STATE (iO 51oNq TRANSPORTATION PUNNING - wnrric ENcweePiNC - PAWING CITY OF LAKE ELS/NORE SHEET LAWS ANO A PERMIT MAY BE LSSUEO. y F boa sa�,n�a.e A.e oae , z„o6 r6z6i 96_z3zz 24 �� Q •t EcecuG've Cuce,su Co 9R61a f949)825-6,]5 w m m o«az °,e 90 rA P.,, ase Soo-eeoa TRACT 2L9214 24 e'17—17 Q/.Z9.i7 e No. 1802 * SCALE.' ,y1ne BENCH MARK.• OF SHEE75 s,E P6/30/1a z9L 0UR PLAN BRAD FACRECL, RC 43910 L347E KEI D. MABERRY LY17E qT TRAFFlC ?P C—'5—' LAKE STREET — PHASE 5 R- No. C/7Y ENC/NEER R. E.. No. 1802 P o� ELEVA90N• l.U5.�Ur AOYL D 6/7Y OF LAKE ELS/MORE of cA�"NF D47E• SEE SHEET AV I FA4 gESC © /—/5 NB & SB RAMPS 1,-0'S'7 _ > Z G]