Loading...
HomeMy WebLinkAbout07-281-299_TR 28214 As Builts Lake Street 1750' Radius Curve f z S TREE T ImPR vEMENT PL A N LAKE STREETm5afSITE \ - RADals� i - ,� DETENTION BASIN AL BERh'/L L RIDGE- __ .r. - TRA c r NO. 282 m LAKE I - 7 : CI T r OF L A KE EL SNORE CALIFORNIA r ( A hr \ t TREET S f �������jC ♦ �'` „. ,_ 011lwwlumagge aw2rAmP.' sets DyaN sm. TR28Z14 1 5OF j e CAS7ZE d COOKE AL8ERH/LL RANL'H AW ENGINEERS PEM GEOTECHNAW, LNG: 17WO COLLIER AVENUE, SV17r C-120 1880 COMPTON AVENUE, SUITE/100 38655 SKY CMVYON DRIVE, SLI17F A J y` ♦ _ LAKE ELSINORE, CA 925JO CAi'ON4 CA 9?861-3370 MURR/E7A CA 92563 (95> 245-0476 (951 734-212 (951) 600-9271 TACT.•M.J. 70M'TOML/N50N, P.£. ACT M/K£C. TAk1Yi, P.E. CONTACT ORAYSON WALKER, G.E. R G n vvV��_♦ o �ouNrAiiv CL G�T p E srn£Er A�E. G ��`'♦ '� �; S 64t46^f9 150' 0 150' 300" 450" ,$A ♦ COULV TY SCALE IN FE"E7 ♦ o, �Q� & Ab7E£ C♦ , cn. .� SHEET s GJ n��Ef J� 1. THE EXISTENCE AND LOG4r/ON OF ANY VNOEfiP?0 AV 11M//Y PIPES, C:ONDLN7S OR ♦ C—+ ® -�. V �'S 74 57RUC7UR£S SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE �C � f v; � RECORDS: TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING V771177ES _ : E�'/S77NG ELEVATION Q EXCEPT THOSE SHOWN ON THESE PLANS APPROVAL OF 7H£S£PLANS BY 7HE CITY n O OF LAKE ELSLNORE L70ES/VOr CONS777UTE A REPRESENTATION AS TO 7NE ACCURACY �- �,�{ PROPOSED SIDEWALK Q OR C040PIEIENESS OF THE 10C4770N, NOR THE FX/S7ENCE OR NON-EXISTENCE OF } �� ANY UNDERGROUND UTK/TY, PIPE OR S77PUC7URES W17N/N THE LIMMS OF 7NE PROTECT t�.(l 1,\R ' PROPOSED AC BERMRf 7HE CON7RAC7OR IS REQUIRED r0 OAK£ALL DUE PRECAUTIONARY MEASURES 70 fZ/7Z/ Rom, P C� PROTECT THE VhZ17Y LINES SHOWN ON THESE DRAWAVS: 7HE CONTRACTOR I-VWHERASSUMES Z STR PIE LSHOWN�L AMQ N7V/MLITY FOR 7> PLAYS��PIfiL?Y OG£D DURING b p + •5 + `'< ` , EXISTING R11w A THE PERFORWAACE OF TNf NOW SHALL LIE REPAIRED OR REPLACED 70 THE S47ISFACT70N OF THE CITY ENGINEER BY THE CON7744C70R AT HIS EXPENSE PROPOSED R/W k L 0CA TION AP C0N7R4C70R AGREES THAT HE S/NLL ASSUME SOLE AND COMPLETE RESPONS/B/LITY ^ - '``rj��, FOR✓OB SITE CON91WAS DURING rHE COURSE OF CONSTRUC7IN✓ON THIS PROJECT, 7RAFfK'S/GAWL a a,,�,�, 9 �7/�yy�� INCLUDIA4i'SOFTY OF ALL PERSONS OR PROPERTY,' rMr INS REOUIREMENT SHALL CRY IM/7S - ,�• � FUTURE STREET LIGHT �"'E.... =L(JVO� �.. APPLY WN77NUOUSLY AND NOT BE LIM17ED TO NORMAL WORK/LVG•HIX/RS,• THAT THE _ • = CONTRACTOR SHALL DEFEND, INDEMNIFY, ANO HOLD THE C/7Y, THE OWNER, AND THE L/NET f '� "' ' ENGINEER OF RECORD AORMLESS FROM ANY AND ALL [LABILITY, REAL OR ALLEGED, IN - � PROPOSED S777EET LK,F/T CONNECTION NTTH THE PERFORANNCE OF WORK ON 7N/S PROJECT. JIR£HYLJRANT ' ' GORE SHOULD BE TAKEN 70 PREVENT GRADED DITCHES AND SNAILS FROM wn ' { � UNDERMINING'STREET IMPROWMEN75 UPON INSPECTION OF THE S/T£S, 7HE a ,, �. -- WATER VALVE e,, ao�+d>Voi4Pam 9>g C17Y EL�LNEER ANY REQUIRE A50/7",W PR07tVTW MEASURES FOR 'ZOWS I �-, ^' SEIY£R ANNPHXE "'�� Ot yyrrn�ffit NMr. kING CN7MA06 OR N7fRAM MlpitO✓6N6NT5 �+- Z N47RKS(LATEST EAD/lA?N),p�AND AN1A4R0 ORAW/N�'S OF THE COUNTY Of RN�E"RS/DE. /T/S i�� I1s �TR71G16p OV 0L"/L-/D �..r^T,_ CATCH Q45YN E a l 1. ALL N40RK SINLL CONFORM TO CITY COPES SMAZAR0 SPECIF7C47IONS FOR PUBLIC Jf AS CONS 7HE CaV7RACTORS RES•PON57BlLITY 79 BE FAMILIAR W77H 7NESE STANDARDS AND COPES f, ',, i. —o o — Q4>2/5IVT LINE o ` jyly�•r. AT ALL AWES: � t EXIS77NG U77W ES y AV fa b 3. INC 00YVMC7OR SHALL A0077FY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS PRIOR ` 100-510 CFS r Y 8CR = LFGINNING OF CURB RETURN HAZER. EZS/AKA4£VALLEY ANIER LACSTRLCT 70 BEGINNING OF ANY WORK. CALL FOR/NSPECTION AT(951)574-3124 FAT 247 - O EXIS77AOG A.C. PAVEMENT 31315 CPNAEY STREET BETWEEN 7HE HOURS OF ROD AM AND 4.'00 P.M. MONPAY THROUGH FRI04Y. '• �� 1% BEGLMWNG OF WR77G4L CURVE UK£ELSM%W, 04. AMY' 4. CONTRACTOR SHALL AN/NTA/N 777AFfTC CONTiPOL /N ALOYAPa4/�'E IY/7H CALT7TANS 7i¢4FFTC •j ��% %lr,< rr"1 PAVEMENT REMOVAL CB = CA7Z'H BASIN (951J 674-3146 ANN(64L AND WATCH ANNUAL AT ALL AmES DURING CONS7RUcnav AS APPROVED BY CL = CENTFRUW SEWE'A' £LSyN5W VALLEY A&AWAW Ngr R P SIRCT C17Y ENGINEER OR HIS REPRE5•ENTATNE. FAILURE 70 DO SO SHALL REOVIRE/MMEDNTE - AtVAC/AS_l;tCn0V •T7315 LYNNEY S7*nT WORK S7OPPAOE. A� EP = EDGE!1�PAVEM£Nf LAKE ELSINORE, CA. ARWI 5. /T SHALL BE THE CONMCTORS RESPONSIbYWY TO HAVE A RESPONSIBLE RCPRESENTA71f" ,„ A.C. M C CCW PL4w A wntAY ECR =EM OF CURB RETURN (951) 674--1146 AT THE Jl1B SITE AT ALL 7TA/ES DURING CONSTRUCTION. ' y, EVC = END OF WERTICAL CU?W GAS., SIXO7NERN C4Z#OAW GAS CO. 6. /T SHALL BE THE RESP0NSI8K/rY OF THE C0N7MC7OR 70 ARR4N6E FOR THE NECESSARY `y, XXX.XX 1981 W L7•IGONN AW RELOC477ON OF ANY URLIAES THE CONTRACTOR SHILL N077FY ALL L17ZITY COMPANIES \^ TC - 70P OF CURB ELEVATION FS = FINISH SURFACE REDLANDS, GA. 92374 N INKILWED AT LEAST 48 HOURS PRIOR TO SEGINAAM;WORK. THE C:ONTMC7OR SHALL ALSO \ GB = GRADE WEAK (Wg)'M-7828 a CON XXX.XX = TOP OF PPAOWE.• SSC/PACIM BELL 0TF(t M70W) TACT UNDERGROUND SERVJCE ALERT(USA)AT 1-800-217-26�AND 08TA/N A BERM ELEYAIITN ,CPC = MIDDLE OF CURVE \ 77CKET NVAVBER AT LEAST 48 HOURS PRIOR 76 BEGINNING WORK. \ tt 1265 N. VAN BUREN 150.S ETA Sr 7. IRE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF 7HE PROPOSED WORK AREA, \\\ \ ANC = MlDOLE OF VER77GAL CURVE AAMb I, ( 7. GA. 518 O AND RELOCATION AND COST OF ALL EXISTING UTW7ES 7NE OWNER MUST INFORAIC/7Y OF IAA(£ �, 3 •S/1 r FENCE ANMlE7M, CA 91fKL7 (95l) 672-dS18 ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE 8ECINNNG OF CONSTRUCTION , NLY = N7R77VMY (714) 666-542J SAND BOGS/GRAVEL BRCS 8. ALL UNDERGROUND FAOYLL77ES WITH LATERALS SHALL BE/N PLACE PRIOR TO PAVING 7HE -II R/W =RIGHT OF WAY E2Ec7RK:• SO. CAL. £OLSON CO. A 26100 AA1Iu £E•ROAD STREET S£C770A/ INCLUDING BUT NOT LIMITED TO, SEWER, WATER, 7ELEPFIONE £LE07R/C/7Y �y y��. •' S =�R RO�yA, Gq B 585Q. GAS AND DRALN4GE FACYL177ES. Z �i 951)918-8207 g 9. ALL STREET SEC77ONS ARE TENTAIAE A0an0AAL SOIL TESTS WILL BE TAKEN AFTER I\ :, 17�i D niA. SD =STORM DR4/N (51)B?0-5498 C ROUGH GRAD/NC FOR THE GE07ECHN/CAL ENGINEER 70 DETERMINE THE EXACT SECTION -^ V �� SFM = SE7Y£R FORCE AWN y REOUIR£D. SECTION 7HA:A'NESS£S SHOWN ARE FOR BONDING PURPOSES ONLY. TALE d OVA'ANP............................................... 7 FIRE' PT/VERS/!#'CO!lN7Y TAPE"L7A/F"NT 10. ALL EXISTING'UNDERGROUND 4MLDYES AND S7RUCTVRES AFF£C1 49 BY THE WORi1'MUST BE GYAVS7RUC7IAV NOTES d SECTX.WS........................2 SLY =SOU7N£RLY RAT? LEAKNV STREET 2NO FZOY,kR 4 .. RIIERSIOE; G. 925Gi2 W - PO7TIOL£D AND£LEYAWNS WAYFIED PRIOR 70 CONSTRUCTION. THE ENGINEER OF RECORD ` r 4 a i LCTKS'••••••••••••••••••• 3 ST = S7REFT (951)955-4777 O m ............................................. SAWL BE NOTIFIED R ANY NIS-S54RY PLANS SUBMITTED MI THE APPROVED PLANS. 7NE RElAS/0/VS '� , SRWLL BE/N THE FORM OF AS-BU/Cr"PLANS SUBA/D'TEO TO TH£C17Y E7✓G/NEER FOR t_f � � LAKE ST. STA 50a'QD TO STA• 'SS'/'Gb••••••••-•••••••4 � = TA'A`�� FJ�W lAP7JC.• LfkEZ 3 CG�770NS APPROVAL PRIOR A9 THE FINAL AC6EPTA40CF OF THE PROJECT BY THE CITY ENGINEER. e" at,.8r.:+r I LAW Sr •S•TA• 55.JW M•SfA 68*-V••••••••••••••••5 Tc = rOP OF CUR8 AC700W RE20CAnONS DEPARTMENT 4y 3 f0?�LA CO 800?F3LDG I34-522 1/. ALL EXLSANG A9 07Y NTAM6 WMP DISTURBED OR DESrROR t' DURING ENGINEER CENTEN SHALL p 74°•' LAKE Sr STA 66*50 TO STA 77*50................ 6 W = WATER FIE"REPLACED TO C/lY S7ANLb9ROS AS APPROVED BY THE CITY ENG/NEER CEiVTE"RLINE Vg ,/• (720)888-5688 LAOW A AN ENCROACHMENT ARE TO BE FURNISHED TO 7HE C/IY ENGYN£ER UPON COMPLEnON OF THE PROJECT 1 N -Nall` LAKE ST STA 77V•50 7TO STA (AO................ 7 `a BEFORE ACCEPTANCE IS GRAN7E7O •;aM' �� s I S7aW/,i�i6V a''d X 1'AAN d PEKE..... B 2. OACHMENT PERMIT•WALL BE REQUIRED FOR ALL CONSTRUCTION POW DOACWNN as • AW•••••••••••••••••_• " PUBLIC!t/GNT-OF--WAY. BEFLXdE ISSLNNCE OF MID PERMIT, 7NE CONTRACTOR/DE�LOROR •?t4 ` , STAR.'i!^.f. .�+ �yp, I '} 9 MUST PROVIDE 7NF CITY E"NG/NEER WW CER77FICA7£OF INSURANCE REOVIR£D 80NDINO FOR x l' AVTf7H9/:,�q IG d SJ7 PLAN................10-12 555�ttt PUBLIC IMPROVEMENTS THE ENCR04CHMENT PERMIT MUST BE PRESENT AT INC JOB SITE D~ i 1 7rJG. p ••••••••••••••••••••••••••••••1,T )NE TOTAL 71ME FRAME OF PRO/EC7 C:iONS)RCLC770N W/7H APPROVED SET OF LAA940VEMENT PANS \ ', 90WQVW K CDYIM C PION...............14-19 13. AAIUST ACL STORM DSMV AND SEWER MWAVLES AND WATER VALVES TO FINISH SURFACE. � � y B'W LF NEAMMa 14. /r LS 7HE RESPONS18IL17Y OF 7HE"CON7RAC70R 70 CONFIRM EX/577NG GR40E5 RELA77VE TO / THE BASIS OF brARIW FOR THIS AW WAS TAKEN FROM 1Nf STATE PCAAC CAS THE PROPOSED HORIZONTAL AND VERACAL ROW ALIGNMENT 7HR0/G•H THE CONTRACTORS OWN COORO/NAIT SYSTEM, CCS 83 ZONE-6 BASED UPON NGS POWT ;VREP' '4 SURVEY. ALL FIN/SH GR40ES ARE TO BE OR40M 70 `ZWYLIGHT', AT A 2.'1 SLOPE W,, AND AND PaAlr 'WALKER; BEING N 5?7530'W 2X MIN, AS PER THE SECTIONS SHOWN �j y� V h# /0-i1-0I BENCHMARK Ikld/fgl+011l-A Sgf14011 AW MARK DATE REASKN4S APPR. DATE T7VESE PLANS/NVE BEEN R£KENFD MR SEA UNAUTHORIZED CHANGES: CAMPINNCE NTTH 7H£APPROPRN7E CONDITIONS QRof ESs/q CITY OF LAKE ELSINORE SHEET AAV DRWEN � FRM of DEVFzoPMENr AND/oR CITY AND srATE ��e .�F-c. T4� any �MC'�N11 ERS OR � T mu O �/r�• `At IW / S11A€L'7 40 AUT_Ivu"4 Asrmr LAWS AND A PERMIT CAN HE ISSUED. h �T C P[AA¢ AL OWWES W IFA�Sr P44W A947 bE APPRO4D BY //S/t{y Jr Jll L �T PLANS �'/, � + t� y' - ALOW LAKESAURF AAD 40 F£FT IQrp G ,®auwa,AVEMIE.sett iao• ._ SI ELT ' 1 ACW1LAfAt1EiPLY 10 71E pA5£LED 1-800 Q Z CMt ENfT1EA%•PVMffRS•sINNEY0R5 FlPEii4/IEA OF 7FAF'.SE P1M6 AW TI/E LY77'LTgNEF1P. 4 w No.64263 �^ ra.emet-.3sm•as�-Asa-s,m , m ^ i;wwE'AV 7w 10P or am 227-2600 X/-Q•�� LAATE•Ity y * E«P.s/sorbs * �„Ar•es sau.E s' rm' /iglt'f STREIrf — 175!I GY�4 F E9 AT 6AA KEN SEUANLO J? IVI� ��P �� AW C-95-M TRIO MORKM DAYS KFOM'YOU DID M�� ahM�o R.C.E. NO. 56915 EXP 06/30/09 gTFOF Cf�i-0�� E. ppAAWF C. T 6426J EXP. DATE 6/30/09 [DATE O7law ME & NOD � No. E1Emmw-lim45 ABC(Ism041m) DE^dGNED BY: p# T CRY LIVO/NEER, CITY OF LAKE£LSINORE - y I R/{Y R/W R/3V [G' R/W R/W R/W_. 120 VAR/ES 1 110'-127' 60' 60' YAR/ES f 60"-67" 60' 72' 6°' >Z' 48' 1NIERIA/ VAR/ES t 6'-46" 14' 12" YAR/ES.t 48,-55' 48' 12' 12' 60' 48� 12' 3 6'MEAN�RNC I I I 2'" I 6'MEANOERAK, 3 fUlURF#'-r4' K j. B H SAom S! W AI RAISED AI£DL4N FUTURE 6" J 6"MEANDER/ 2' N 2 20% J 2p% 2 FUTURE 6' 2" SIDEWALK SET84� �NT - _ ---- MEANOER/NG SIDE'WALK ME4NOERNO S/D£WALK L/NE BENCH FUTURE D4YINCHT BENCH FUTURE _ �- -- 2 RA/ MEOdN Ham L/NE Z J SEO MEOL4N ry � �HT '. Lb1YLM,HT -- -ELL .O �� 20% __ 2.0%TO 1.0 A -- 1 ZOX -- aoXtozas IVI r j F.xa'ta�c, 3• ? ry </N£ J • ,,•r. >+ .:, " , *..,-�. -_ 5 ' , ",. , . _ 2.1 MAX 2'1 h TYP H S D4YUCHT •'.. . .,.__...-.:.- / -•r•,-:. - M4X R04C E SECTION LINE ./ 41 LAKE STREET (SUPERLEW47F 70 FOLLOW ROAD SURFACE) EX/SLING w? 04YUGHT £X/STl" ROUGH GRAL.LF ROUGH GRADE SECTION GROUND 3' 2" LINE SEC770N cRouND 3• 2'� STA. 65f35.99 TO STA. 66-FOO.00 LAKE STREET 7YP LAKE STREET 7'"' T N75° I STA. 50*50.00 TO STA. 54*06.75 STA. 54*06.75 TO STA. 57*74.79 Rom, R/IY T•L=9.0 112' MAN ��I'f + a./ /�//��/T�rTV/V7S�7��r N7S v fitI77J A //N7 hOrE AND Vwy•7//7 CJ#/M47T R/W �' RIW 72' 60' � VAR/ES t 117'-130' 12' VARIES# 58-60' �ri-L�� �+ �y SEE PLAN YARIFS t 67'-70' 60' INTER/ V /ES FUR/R£STREET ( z -__"""-� `� �'`• 12' VARIES i 55=58' 48' 12' ( 6'M£4NOFRJNG 3 t 27 - 48 ✓ 6' R ( pgYLK,aMT O REMOVE EXISTING PAVEMENT. 23L7 S. I i 2' SIDE-WALK FU7UR{4'-14' 6 R �K LhW 5T, 3J EX/S77A�' TELEPHONE VAULT TO Bf RELOG:4TE0/AL1/USTED 6'MEANDER/ 1' 134YL/GHT BENCH 2 J RA/S£D MED&UV 1O LT O 20X. z 2 EA' 2' FUTURE 6' S/DEiYALKao BENCH L/NE N k _ 2.0% - OAD OTHERS N H MEAND !NG SIDEWALK -- SED O£D OX `2 2-1 MigX 2.1 4-2 1--O 3 2;0%` ::. _...MAXH GRADf'S£CTi'OW - ~ � - AL7✓UST EX/SPNC WATER YAL lg 70 NEW PAYING F7N75H SURFACE. 1 fA. 1 , ,... 00 a - ---- . AY/ HT (SU'°£RELEYATE TO FOLLOW R040 SURFACE) `---- ' 2 0X O EX/STING TELEPHONE RISER TO BE RELOC47ED BY OTHERS I i 5 I -^-`• A N 7YP _ D LG ROUGH GRADE SEC770 v O CL£WOUT£X/STING STORMOR"4/N LIVE TO RESTORE FULL FLOW CAPACITY. 130 LF DAYLLCNT J EXGROUNDISTING (SUP£R£LEVAT£TO FOLLOW ROAD SURFACE) 3• 2•� G/NE LAKE STREET LINE TYP STA. 66f00.00 TO STA. 69f50.00 COWS7R44QWN AWES ory LAKE STREE I' 7ATS° STA. 57f74.79 TO STA. 59*24.79 DAYLIGHT I �G R/ 1 CONSTRUCT 0.46'AC. OVER 1.33'A.CIYIfiL''B FERAL NOTE NO. 9246,585 SF. T L=9.0 LINE R/W 1V75 _ _ VARIES t 720=131" OR/V£RS/OE STANL34R0 NO.20J. ? CON57RUCr CONCRETE CURB& GU77£R tYPF A-8 PER C�fi10 MIA' 3,695 L.F. ,ply f R/W _T---- VARIES t 60'-72' 60' VARIES-i 130'-132' \ 12' VARIES t 48-60' 48............................ ...... 1?' OJ CONSTRUCT•P.CC. MEANDER/NC SLO{WALK PER COUNTY OF RNERSAW 14,ILT5 SF EXISTING ---}}}----�� i S)ANL.d4R0 NO. 404. S//1E-WALK W/O(N A JJD��/,fiEO TO 6: VARIES.t 70-71' 60' GROUND I\ LN7ER/M VARIfS AV7 R ST?LZT 1 O C0NS7RUCT YARm&,- 7H/CKN6SS AC. Oy�pY FE47H£R. 8,823 SF. 12' VARIES t 58-60' 49' 12' I 6'MEANOEF% J _t 18 _ 27 \ 6 ✓ PL4N l I f MW 6'AeEXAVERNG O CONSTRUCT 8"A. BERM PER CIk1AAA'OF/AY2S/°E STANL74 �{,1'. 272. SIDEWALK BENCH I,417 L.F BENCH S K FUTURE 4'-14' \ !O'ft 6'M&WOERINC _ 2' Oj CONSTRUCT COMB/NATION CATCH 8ASIN NO.1 PER COUNTY OF RIVERSIDE 1 {A. D4/E 1 S/OE-WALK H ry 2 1 RAISED £D _ - �.-,-- --M dW STANOARD A•09. 301, 305, 312 CASE 'B' ?' FUTURE 6' FZ .p ?.O% fUTL/RE 4'-14' LAKE STREET BENCH M {RING SIDEWALK 2 ry ;. -- ->Df7FAWON AWSS1A, CONSTRUCT CURB INLET CATCH 8AS/N ANO LOCAL DEPRESS/ON PER 00 W7Y OF I Fq _ 2 / RAISED MZ�% .O �2.'1 '1bU'�' .4pY!lf,H L,J0a00E-S;EC7XAN U8 RIVERSIDE STANLI4RD NOS 300, 3 0 c�311. LOCATE LOf"AL DEPRESSION AT /2 ` O 20X - _ - 21 � h •3j (SLAo£RELfW7E TO FLOW ROAD SU�45�"ACE) BCR/ECR JOINT WHERE APPL/CABLE. ` I - /lZICHT A U9 CONSTRUCT CURB ROMP CASE 19"PFR COUNTY OF RA�RS/OE STANDARD NO 40J. 2 Eq. SLOPE VARIES \ C/G'H GRADE SEC770N % LINE LAKE STREET 5.'1 - 2:1 MAX (SUPER£LEYATF 70 FOLLOW RD40 SURFACE) 3• 2• E STA. 69*50.00 TO STA. 73f50.00 lL? INSTALL REDWOOD HEADER FOR FUTURE CONSIRUC770N✓DINT. 215 L F- EXISTING 7YP f GROUND T L=9.0 CONSTRUCT CURB INLET FIRST FLUSH CATCH 8AS1N PER RIVERSIDE COUNTY LAKE STREET Mrs J'T STANDARD JOO&JOD4. PROVIDE FLOWG4RD FILTER INSERT, C17Y MAINTAINED. ? STA. .59*24.79 TO STA. 63t60.39 I4 CONSTRUCT 12"HDRE CONNECTOR PIPE TYPE !•"MINIMUM THICKNESS AND T./.=9.0 R/W R/W STIFFNESS PER CNIR4NS SPECS SECTION 54-1.03,' CITY MWNTALNEO 6 L.F. N75 1 n. 20"� O CONSTRUCT R15E9 INLET PER OFTA/L ON SHEET 8 SIZE PER PLAN 1 64. R/W 60�, 60• _ /32' O am 48' 12' 21 CONSTRUCT PIPE CULVERT C"HEADWALL PER GOLTRAN NO.S STD. DWG LJB9. 1 Eq, 60 \ I(USE 72' ' 12' YAR£S t /d 50' I �- 1 MVAR/ UR SIRE \ 12' 60' 48' 12, DAYLIGHT t 14 - 11 SEE PLAN P2 CONSTRUCT JS-9M. INLET 7YPE IX(CHECKERED PLATE) PER R.C.F.0 & W.C.D. I EA. _ _ LINE I XI,57/NG CA"IND FUTURE 4"-14" STD. OiYG NO. C8107 I J 6'ME4NOER/NG I __-_2.- •M{ANOE'R/NC SED MEEXAN -� 1J CONSTRUCT J6"RCP. - D LOAD PER PLAN 3O8 G.F. ? SIDEWALK .1 FUTURE 4 14 Z BENCH SIDEWALK 6 10"H ZO%BE H 2 ? N R4/SED MEOGON 0 ^ 0r Aft.. e._ ry 2 1 ?,(I% 24 CONSTRUCT 18"RC.P. - D LOAD PER PLAN 52 L-F. T.1 MAX- ?.°% 20% v `� 21X S CAL- - FL ROW 20 15 INSTALL SILT FENCE PER DETAIL ON SHEET J. 1012 L.F. .- ..`' .'.` ",: ';• .. .. -r 714YL/GHT - -ROUGH GRAOF SECTON LL4YL/GHT --- < - -- --- / - m N{ 3 (SUPERELEVATE 70 FOLLOW ROW SURFACE) ry LIVE ROUGH GR40C SEC / 2.'1 M4X. y o ® INSTALL FLOWBY C41CH 84SMI PRO7EC770N PER OETA/1 ON SHEET J 2 EA (SUPERELEVATE TO FOLLOW RO4D SURFACE) 6ROU Q T3P ?^ h � LAKE STREET p INSTALL CRAWL BAG BARRIERS PER 0£TNL ON SHEET J 611 L.F. STA. 73f50.00 TO STA. 75f60.00 , LAKE STREET Or CONSTRUCT JUNCTION STRUCIURE 12 PER R C.F.C. & W.C.D. STD. DWG NO. ✓S227. I FA. STA. 63f 60.39 TO STA. 63f8.6 92 Nn o 17 CONSTRUCT CONCRETE COLLAR PER RC.F.C. At WCO.. STO DWG. NO M 80J I EA. STA. 65-f-31.28 TO STA. 65f35.99 R/W R/W .! O T N73.0 \\ 170' 28 CDNSTR!!CT IFMPOR4RY DEPRESSED PAVEMENT/COLD PATCH 318 SF. \ R/W R/W LdA>Z/GF/T 60 60 OCONSTRUCT MANHOLE 12 PER R CF.C & W C.D. STD. OIYG NO. MH252 I EA 132' �� LINE 12• 48• qQ,• 1a• o 72' 60' EXISTING 11WERM VAR I p NOTE.' THE ABOVE QUANTITIES HAVE BEEN ESTIMATED BY THE ENGINEER FOR GROUND t B - 14 N I E PERMIT PURPOSES ONLY THE CONTRACTOR SHALL DETERMINE HIS OWN OUANI7T/ES. 12' so' 4B' 12, 1 1 FRUq/T,�U{RpE 4'-14' YARIFS g g ES77AOMV &f7h*CW OU4N7777ES � I s'MEANL�R/AC 3MED64V 6 0� ,.' �. OiV-SITE E.4fiR7/WOR'K OUANT/TI{5 k - 2 FUTURE 4'-14' p4yL.gvt / B£ Sf K y - A BENCH RA/ D M /AN Z Rs MYN �- .� _ 'Y•k `i `�`, tb.e42s3 6 7 2.0X... ' / 2 aril -- -_0 ,., .__-.__�' GRAOING SUAAWY CUT C.Y. . it Y. \ gyp,06lo-14 & 20% ?oX ,. A i' - - ---- I N ROUGH GRAZING 36,°02 1 '" FL '. .. .,' ------------------., S718aK,Y1T C.Y&taE . •� �i.,0 . .� ... .-,::•_... .. _ .,: ..... 1,--_ - � '3 2.•) MAX Ld4YLK;.YT LM� O EXPORT 19,869 rE` ` OF _ 2'1 3, ?.•1 MAY. H 7� GRADE"SECTION n L14YLK,IJT - --_ ---- - UGH CRAG£SECTION f l 1YP. (SUPfRFLf VA7F 70 FOLLOW RCLID SURFACE) IA80V£ESTIMATED OU4N77TIES ARE FOR CITY PURPOSES ONLY. OUNVn �*� •' AS-BUILT LIVE £X/57TNG�r (SUPER£LEVAT£TO FOLLOW RtW SURFACE) VARY DEPENDING ON ACTUAL FIELD CONDITIONS 7- -W. GROUND LAKE STREET j NOTE:' THE ABOVE QUANTITIES HAVE BEEN ES•77MA7E0 BY THE ENC/NEE Fofi �""`�i LAKE STREET NOTE.' STA. 75f6000 TO STA- 78f30.00 p I PERMIT PURPOSES OWLY.l 779E CONTR4CTOR SHALL OETERM/NE HIS OWN OLGONT/T/ES -- `-�^ 1 #vLto STA. 63+68.92 TO STA. 65431.28 S£CTONS TAKEN LOOKING UPSTAXW LL=9.0 AND HE/S SOLELY RESPONSIBLE FOR O£TERA//NINC THE AMOUNT AND COST OF R4.p iy�,3 gUR-/�,� T7=90 NTS IMPORT/EXPORT ANO 07HER GRID/AG W"T/7T£S FOR THIS RA21ECT.. ... .-..,, _. ,._..:.. 1V7S o BENCHMARK tirsdwwoww s & AwMARK DATE REVISIONS APPR. DATE TH{SE-PLANS NAVE BEEN REWEWED FOR SEA UNAUTHORIZED CHANCES: r FRgV 7Ag py/E,pSS'C7gy p� COYPL/ANC{WITH THE APPROPR14TE CONDITIONS �pROFESS/� CITY OF LAKE E LS I N O R E SHEET 4 L4YLTMJtPF pang AND aPnLIN OF L1E'Y£LOPMENT AND/OR C17Y AND STATE Q�' 6 C. q (� ia1.L Fib � � r ti 2 ENQlNEERS ��- n� I�7r� �xc.�r1r� 2 0 SIRft7♦B FEET Sa 7AC4STE*Y LAMS AND A PERMIT CAN BE ISSUED �" E oR Lt4B[E'FAv taow�rFAa4/aED owHr S To tneSf }�,Cr N �I� h .Y' L'• Z NAAS ALL a*A2 S V 1&Tt AAW AK.6TW Ar PR0"BY //T/7{�/ AV. �QG�� CmL Er [[rss.MNnER`+•AIfNlYpRS FR[PARER a'7M3F RAAS MO TALI 07Y£•1g'MaW apwc L.eti2xr<aec AHB so Fier pp �� [[ AtlRrlXA,SFERLY ID THE CH/SEZETI '�-V00 E P6�30Iva taco COYt•IOM P�£idK,cart t00•CQZ@U�fA 92BB1-SJ�O.&Si-]X-3t.10 ry [ 'YYK61_4 AN Y lIW G4�CURB Q�// � SMU I /A�PITV IG/�IE PM n AT aaP 227-2600 .G•- Q OATE'!lel 6ZV7 'k •/r UNDER SC/PFRNS/GbV OF- SCALE 40 � OF 1J KEN SEUAML0 Jj IVI� \<' to /. !✓7►r,L JI - /75 /iI'YAV3 CZ4 FG SHEETS B(7 AO C-95-.0 1MD WORKNG DAYS BEFORE YOU DIG M•.. w Ab Va+a R.C.C. NO. 56915 EXP. 06/30/09 41 fOF F MIKE C rAING DATE 7 FI No. O EZLlalaav>1.t5645.rar(19a9 G17W) DESIGNED B,': T DRAWN er: MB CHECKED Dr: ACT CITY ENGINEER, C17Y OF LAKE ELSINORE �\ R.C.E. NO 6(26J EXP. DATE 6/JO/09 � CVI�J//TW//VJI► AF{/JGJ & .7tl 71 AIJ �! 2 I R)7lhW i E 2"X 1'STAKE Z ROWS UNLESS FUTURE a FU7URE STAKE SPECr/!ERRWISE WLY R/lY 1 EY Y R/W m FABRIC cunoWFLAKE S7AEET 60, / U( ?' T. LACK£ ]FEET C ( f?" 6' /'SAMOCo _ GRAVEL BAG B.4RR/ERS sEc r. �AYEUENr I 3' (+') eff 2' 6' ? AW rr i-w sit T 4�h ANCHOR FABRIC M9TH U NT.S. I VARIES S' I B' 6' AtAkU 04 A-2025 STOP OR COMPACTED SOIL I JOW—RZIAYIOR APP�ED EOLNL- £OCl4C ' g4Yt/G/!7 L/Nf — f /� _2tD/FARON1 \ CLARB d l UTTER i.41R �CAy .. ?Tx j0,6x 7 --lzow 21 AWX \ I I 74 EXIST. CNP FIN/SHED GROUND FUIVRE W-L £LY�R/W _� I 3' M' f _..,� Wo' DrUr Ni dP01/ND �f EXPANSION JOINT(NP..) FRONT t9£W SIDE VIEW F7/TUR£LAKE 57REET \ N' I RJ7URE i LAKE STREET S/L T FENCE I I STA. 80f0000 N.T.S. r O ._.../ PAN i.WS EW ! i 2 BAGS HIGH s��15 tE'D I EXIST. LAKE STREET I •� --AVM.W GUTI€R FLOME#k- t . 5'/N PALED I\ IX/S-.0 GRWAV I CD4YLlGHT 11NE 4 1� SIRE£IS IS I \� I i _ i EX/S711vG GROUND V w of CURB _ FUTURE now EDGE OF GUTTER FLOW fZOW I �" I F7/TURE f � CL FUTURE' fzo' INSTALL FLoMQ".ARD-PPLLLS \ EXIST. -AwU I W'LY R/W 1 ' ELY R/1V b ^ C8 FILTER!AGENT CURS FACE FLpMgy `✓i-4—R/E-5-.f4 16' I 1 R£1lAKE S7REET P-8!Af'—STYLE) CIrCH B4S/N \ I O Y •� , 60• i 2 PER,iWNUFAC7URER SPECS. .04% /J14,S' Z' EXIST. ' ?,L M/N. SLUE R4YLK;HT LINE � )� ( '"*yam SETB4CK \ i I , ow 10'r PIPE 14 FLOWBY CATCH BAS/N"PROTECTION \ I \ EXIST. PAWMENT I i _ _ _ \ VARIES 5' Y i L PROFILE = 0 0 2,0o% o L/M/75 of ceADrNGt , - - TYPICAL CATCH BASIN/L OCAL DEPRESS/ON ° a \ LAKE STREET STA. 82foo.00 I FLOWBY CONDITI ON rL-9.0 \ \ A ° �o Nn / NorE cirr To A64/NTAAv ALL FrRsr FzuGH cArrv!94sINs ° FG LAKE STREET 2p0 STA. 79+00.00 ✓� o FG 71-9.0 S L/M/rS Aa AVTCRAM#^0l1&wxTS � �" O G NT AS CONSTRUCT"Qv 17I-/I-/0 O V�� O �W� 1.•f MAX O ° FURM RIM —� f - L,i4Al7E sWALE 1 r II' - 1E7P L ti -• ti.,,. O �.T6" _ K £XISPW LAKE 57NEET RI-V PIP OS- RffTERL/NE kn 99 cRlrbw GY/T7£R EXIs77NG C45EAi W of LAKE S7£ET� -- - O 0 � �— i. 21 go- .. N �98 o PAX4/EGMENT ; .� 0;' -1` 0�• k h �' � N Ac � �'• b — 51 ; ° 3ry k M1 k --�- ___- _. �, ���° 0.48% � f0.44%. �.�J -- �?—=-.�_.._ � OM1' � �'�. �m I$ p2, k� 9 .` -.a� . '.-` »__ �-•--�.. b - iv w o40% h (0- 1"t :°a�s) <�•oox I -- -4 s . bx' cxVM1 LAW of - _ ... (AKE G7REEr.. _ — CONTRACTORS NOTE.• �--•--�_ _ _ _ /r/S THE RESPONSl8/L/7Y OF rHE CONTRACTOR TO CONf7RM EX/ST/AY.' t1C" — —— — �——_ � E6, ��+ R/W/POpyT OF/N7iTRSEC7)ON OF FUTURE `/�i�^MJJIiW /�{J/GJ C ' GRADES RELATN£TO THE PROPoS£D HORIZONTAL AND VER7TCAC R040 � RA41E R/W /W �• b;�b EXISTJNG LAKE STREET R R MYIF/EXLS7AWG'LAKE STREET � ALIGNMENT THROUGH CONTRACTORS OM9V SURIEY. ALL F1N/SH GR4fl/NG/ � R,yp�r _ IX/S77NG£ASEME'NT R/W- EX/S77AG EASEMENT r0 L#'GRApEO 70 2HYL/GHT; AT A Z 1 SLOPE AWX ANO Z$ANN, AS PE' !1' Egr.OE~3134 E'TMOLK ° f3 COA67RUCT CU 8/N!ET FIRST FLUSH CATCH MSAV PER THE SC77ONS SHOWN HEREON. RAER.SIDf Gbl/N7Y STAN9bPD.iG�B. V84. PROVXLE FLOMC4RD i"' .F ' " /y� y�� FILTER AVSERr CITY AAAWMINEV H LEGEND ,.+L ( CON.S7RWAO 1 A07FS LYMCS7RlK:T 11"Hwc CONN£C7OR PIPE'rrPF S'ANNIA&IM o 5 /4 THK'KNESS AND SAFFA SS PER C4L7 mis SP£GS SECTION P �. y ; /!�► 6e-1.ar, clTr wvraNEO.ILT ETA "aN O CONTRUT 0.46'AC OYR 1.33'AB SE£GENERAL N07E 9. INSTALL SKr FEN^E Fm pETA/L oN Am"ov .,r.. .. SCALE 1'20' - -. w '' SEE SHEET 7 O5 CONSTRUCT YA048L£THICKNESS A.C. OVERLAY FEA7H£R. INSTALL FLC7M'BY CATLYI 84S/N PR07£G71Y PE3P DLTAK ON hEREOA 1 'A.C./A8. SEC7XkV �V!' No GRADES SHOWN ARE RADHL TO PROPOSED C£NTERUN£OF LAKE STREET. Q x G 7 Z A144<b4u.3 9w o�bol�i Oj CL7NS'7RWr CIAi/1K,M184rAW CATCH 84S/N AO.f PER COWY 6 RNERS/pE V 24 10' 40' 60' sTAN�44RD NQ 307, -w5. 312 CASE 'P: /AtS7ALL CRAPEL BAG BARRIERS PER pE7•tK LAN hWREON N A.C, IXXO PLAN£AND OVFRYAY•=e- ® h SCALE N FLBT Da V/0-24-07 BENCHMARK Undwgmu 1d Smin AWt MARK DATE _ REVISIONS APPR.DATE pVF3W PLANS HUE 8ELW RENEWED FOR S UNAUTHORIZED CHANGES: ° FAW„C 4VWR5lVMW Or C040 WCE W7H 7HE APAPaPR147F COMW70W PRLESS/a(4 �j� CITY OF LAKE E LS 1 N O R E OF DEWLOPMENT AND OR CITY AND STATE ��6 C' 71/!F (� Aim£ q�• ys.70 7P/E.SE. ! SMUT IZ �nFAWMY � �1 � LAMS; AND A PERMIT CAN BE ISSUED �` � y � ��5 j Cr l�/Q, ,��14 ^ ALfANG(.N'£SMAPE AMO 40 fEEY C y CAM.EIVEM•MOM .SUR+f M PUA6 AAD�L� � AtWlA A5.7,FRY m 7W CA45UM 1—800 - - � � Exp.4i13263 44/h � ,aeo caAna�M£NUE.su�E,w.maaw�c.ozee�-mu.�,-�3.-z,�o SMUT fJ{�AWPEME /�' PL/ -Av fee'1CJP OF crAeP % 227-260Q Af..� ,��� R4TE! GO o� * * mm AT 6C5¢ --- !l-3� PREP v THE SUPLFY1.SKbv Of.` SCALE �AW W A 6 1 7crawx�'ntt. C-95-.7.r TWO WDRKiMi OM'S(3fFOPE YDU DID �ywt4io AE-WiKt _..._. KE/V UMAL6915 EXP. 06/30/09 V �\P A44Y£C. 7A/NG s....•�- �A✓i!�? S7ARI � 17 R40 CUR SHEETS a,ew47Aiw a/.xM Aar(/A14 O4YuQ rH DESIGN 7 47r: . T C17Y ENGINEER, CITY OF LAKE U51ACRE CN'.� R.C.E. NO 642&T EXF. DA7F 6/30/09 DATE ) ,Ib7 r . -,1lla--I.I-�-1.1 r-J�:.I-IIIII I . , - ; .---1.---1�1�-L"-II�Ii.;,l�p",4�a.-P-.e I-m4i�..i.�;Ii 71�I,pIII I1II , f. ._ x , : _, 1 i _.... I - _ i .__w - �. _ ; I , : { N`Of e4 O'itC€ -. . . ....... . . .... . ._Y-._ -'' _ --_..__1 . _'-.- ._.-1_4_ __.:_ L ::-----:_ _:_._1_._;,_... -._ '___- -+_ . + .. - - a- i t : { { : ; « . i « , « r . . , , , , + , { . : 3 1 { r ; _ �' i {{ I I : . : ti 5� 4�gx 7 II e_. ._.....-... w ......-A... ....-. .. ...... ...__...... .. 8 ... ... .......... 3 .. _ ..... ..-....._ a ....-... -:. .t. . . --...x.__ .. ,._.._...-. P. x. 1. :...................I",...:._L-_1_._;-,_.,.__-_:mom._._.. ...,. x < o- r � x �.... _ _ _ _Y 1 I-.'-1-2-:_1--III1-��I—II;:IL­��IL-lLl"l.-.L,-­,,.-.,--�,J'_ bi-.-----�.�----�-.�-fA-��(...--.�----1 N.4��1-�ii�L�ii�I�iID�Ii�iiI!�Ii1�IiII�I---c.�--��-,�--��---h��"--��--"4.�-..j��t�;��i�I;III!��I�,:�L�i.��III,I.I;;l,�1-----�4W-r��--.�,-�o-.--,�--�'.�1-4��,iIlII��,z�I.1IiI,Ii�,II!iIII4:II..I.III-�--f�....4&�.-"--..m I-.�.II;I.I.'I�%ILI..I�IIIII..Iq,—�-�--�--.��-.�-p..�Jj.�7 1Ii�Ii1,i���II�,,"�1Ii�i:I�,I--�,-.y�-,---I.I.,I��;II..I,I..-..,.�.--�--�L;t�I1-I��:IIIIiI�I...I,,---.------.I-I-I.----I.----i,-��II�III�iIII��iiIiII�I,----------S,-j-I------I�,.IIi..I,II..�I.;..I.I%:�-..U.-1�.R.--,.---�8.F--i�IIII;�I'.II:..-..-..----&�-.�.��:I::.I1:..I.�_..._--I I�-I.�1I1I-1-..-.--.--�-I;.:I....q..I.1.I.:-.---.1---�-�I�:�i�I1III;,�;I�I-------�--,-­,�IqI1�.:I;,;.II.:II..;.I.I..:.IIII:IIII---�-.-1-----P-7,1���f!-:4I,�I�II--,-.-i--L,-r�--.,I k�1---1..&--e--.--.---�lIIII:���I�.:l---------4^----IZ-,--I�IL��-.�....L'Zi 1II;IiA.I.III.II..I:I:I.I.:—.L''-i..LI.-..-L.-,--.�...L-.'-..�L-....--...-..­..�,,".L--.�1.L:�.2-"�Z''I i�-'�L�ILii1�iIiI��;I�--''lLL"-1—I.-�--L,-LL-L�L'EII��1�''-'I1,LL.L,�1--�,*-'t.��;I.-I.�I:::....I:..:..I:,,4`�.�"�*-".".��L m,:%-�--�L.,-I1­�-�'�IL-l�L�lL.g-L''6,Ii,LLLI.-�`�I-�:-�'.II��I�II;I:lL-,1.:..L4Vt4,�-..?L,"-1.,:b i"21.-,:L-..-:,�,6 L---,.--.�=r LI�II3 I�;..I:I:..I:I.:I..lII;I;I:.L -..Lf.-I.'I_..1-I.-.I.....�";.-.._..'—,...L--_.4"i lL,3;I��.i�:.;.i!II,I�II,I4.Ii-0.,..-..-i.,-�._--,',.�..L�.-�'I--�..L,--./..\�-v-1L.,'AI�Iiii1L.,II1���II�1,,II iI._L-L"I�-t.�---L,­-�'A,---1Ii,I'�!��--I'4-a`'itI,�joII,iIII..:..."III 8 # E�I�-I�.R�-�:-..::.-o:��L I'=,J�,-a�-�A����.- IT.- -,7�k,-�L�;,L,-3�-1I,4�".--I-�:��II!I-�1Ii--1-�%RL,L L1L--I.'--,'4.,41I;I�I...I:.IIII...I.d -L�,r-.-p..,11-�_� -�-_�/-�L/�,.----...I�.--���,��_-,—I��I,��II1�1��I,II 11-1,9 4---_-�.1_ .1 7�-I-W%�-�I,��1z���-L.c 111f.,.�.I..III�RW.1�..-�.�-�f1�,�< Z.­ip­.,-lp.-�.I.::; r.. . a __ ---- --i_ I1 . . , _ R_... m. I... , L p . 8 b ,. € - : --y#�L-—t,/ A.-II-li-IiiII1i,II�,II III IIII IiI ;: _r « : . � M 'b * , - a r ,_ h ..... o _... < < ._ _,._ .. ....... _ ...w . . _i _ ¢ . : . , , : r �- : , . F, ; , 1_ > I r t : a;. , _•'pRtJ: art -_ _w_ - P . 1 r .:... _. - ----- � .. c3 2� T --"' I . . ...:. _ ay ,',,,,j-1I _.. _ �__ ate, Y �� , , , r _ .. ' t� i +„ ,_. I . -- - - h -i -'-'_ _.E_....... t .. .. .............. . ..... A t_.... .........I . ...._ _...;.-...L:.. P ..........;.._- __.....-..: L- ,.-,.,.`_ ; h.. 1 • . UTy . - at ; + ; _ ,. n _ $3 + n��` _. ».._.l .,_�_.. . --+._ _..__.. _ �> _ _ . . , ;_ _.--,._ ,.._ .._�_._� -------- -=--t_-, 3 W - - �x r . { ___ 1 ^ `+-r^ I I . to F ,-. , s ~-- �:� -- _ _ - --- -J- _ --- - - ----- __v U _:. _ . -_: < -_ i , ; I . Ng I ; : - -Y - - - _ > _._ .:. _ t _€ '.;. { .--_ _a._... - _.._:__�_._._.__.._ - : : -.__.__---- 1 : , "� .. ... I , r . . _ , ..<_ ._< < < i..... I :... .. ; . . x. . $ ' _�. : _I . i....... -... , . . . , , : _t_ ti I :E - - - 1 . : I - - - i x- - 3 -- 1 - . _ _ l - _ - __. .. . .. ._ ... _ _ I : , _,. __. . <., _ -_-.... __. ....1 - -_._.._. _ ...1......: _.......... ......._ _ __r _ - - - - -- _ _ I -PROFILE SG9LE I r x « q, HORIZ. = =40 I . { Y . 1 f , i I - * !P dP�1Sf7i r _; , _ _ _, . OBI. PERT =1 =8 - -+ ., < . < 4S,FGi7 f6t(X! f7fU(? f8,ti ' �L4fG1� 5DfA0 $1 t _ Grp . < , t. 00 52*W 5y*Zv •f•010 CONSn WAON N MS I OCONSTRUCT 0 46'A.C OVER 7.JJ'A.B SEE GENERAL NOTE NO 9. LEGEND 0 CONSTRUCT CONCRETE TAN A GUTTER TYPEA-8 PER �� - PAVEMM- REMOVAL COUNTY OF RIVERSIDE STANL24R0 NO. 107. `' CONSTRUCT P.C.C. M£ANDERLNC SIDEWALK PER COUNTY OF RIVERSIDE STANWRD NO, 4W I O` /� SIDEWALK WD7H MODIRI'D TO 6' OCONSTRUCT YAR4IBLE 1N46WNESS AC OVERLAY FEAINER = - W AC. /A.B. SE•C793N Y? <x A.C. COLD PLANE AND OIERLAY ® INSTALL SILT FENCE PER DETAIL ON SHEET J. I SCAE l ® INSTALL GRAVEL LtAC B4RR/ERS PER DETAIL ON SHEET 3. x $- ...................... i ,3 REd/DI/.4LS IPEZlJCi4T?ONS _ ,- ,;., _ 30 REMOVE EX/STING PAVEMENT. �_ PACIFIC_C1AY 1N0 0 ' -' e APN 390-1 90-012 zW ` \ S hh •PERM/SSIdW"7tl"GRADE PER-LfTTl7P'S1 4 R1C#7C CLAY AV. a47W UW YJ RE-�'Y+Y91..' . 2 _... _ , PROPOSED S10RM DRNnv - ` t1FIiJ'S A°'AVT$(>M fNAR046N7s _._.. . o,�: 4C44.f iY# _ W .... W A S C,f W ftr,7t0 AN e 7 I I-/ PER 17PACT 181>4-i�� �1 V j• STORM ORA/N PLAN' • '�OZ PROPOSED R/W. _... .,---"Of'G9 ',r.., - Pkt71JOSED GW-TS FA44 &IX/>T \ <tpaq� O 5•/ — ,a � Q y _ 4 O O r o NJf'TSV-'E' / �J99, - 'b ' .. ._ ,_. _7 _ --- f".--1 1 . M (n 1 + 1 J54 --- , _. .,. .... ,•- ----t T --- It-_ -- -- -° "s _ — — - - — — — — _.� _. ` — � a .... ... ....... . ...... — - - - - — �F g z —..—: fB -.. T Ad4/NTANV aPAVEZ 5 5W'G�EL7'�$Arr� , .. E& - -- F 14 ' 5 .... �. .__ ..._ ..._ - liAG zrFc770N _.. _. _. _. _ m ...... g- _ , - - - - . - - _ :._ . - - - - .. 4 ' v -i, - .. ___ - ....... . ....... ---- - --- --' ._ - --- - I_.� ..... ._.._. I — i 1 ___ EXx/sTmv� 15'.. V s. ' , .tC a ..._ _. _ ,,: __ � , W -_ a z' \ ,._... - ;, Ti?,tICT 2L3 Td_ . IQ I .k ... _ , - y N i~ MULr�—��L�r�r sfr� W W n A� i' ^ ' \o �- I8U1LT % {{y `fs _ tii W - C`� PER COA oVI4 SAPOR75 PARC H i . -.. _ x:/,.tl,o Y' 'n � x.� S/TF)-AFC/si't iuc PLAN ;:.t lt i-+%. .,,"'. •,%l `-E R C E.0243 IW,oWs-1 N & Of�N * W�. " Q LASE STREET 8 r SR A'75 R�4 k CrJM�19UN/TY SPOh'TS PARK S/TL W _. _„ OF C, (ROBB ROAD) [By.+V r--2t-o1 m BENCHMARK WflO rq,WAW Abft MARK DATE REVISIONS APPR. DATE THESE PLANS li E BEEN RfKEWD FOR SEA. E ��. UNAUTHORIZED CHANGES: F7Yzw 77/E N7ERS£C7Kbv CY3URUANCE W/7H 7HE APPROPRIATE COND/T70W Pam S3/ CITY OF LAKE E LS I N©R E SHEET L4rtSlKdeE/IaRYE AAn[aPYlk'R Calk �. � OF DEVELOPMENT AND/OR CITY AND STATE '15, C' q, STREE/Af aO SAvfnfasYE N LAWS, AND A PERMIT CAA+BE ISSUED. 7 ! mv' l: 7ME L7�ta11EE7P F1P wn 7AE'SE' elft xlzt AnT 9E 5°A £OP LOJU)IM UYM//Aq (,YdV ES/D,hFSF 4y . yo,�, EA/Gt16ME RS MAW ALL 6YMVMS 70 nW3r RAW ixcsr e£APPYtlVt7 eY ��iT Na 2214 0 ALOAn lAFE3X WL-AAn 40 FEET p�1 Z Cwx KMphEfR4• l," AUPTIlFAS7£RYY 70 IIIE LW/.zZLD -U V Q w No.64263 m xeea caxvmn� r sxte xm•�rw ]i-1S..�€-� ,w HPEPDVPl7P AF n�PL4NS Mn 7M C17Y LJWAfZR. 'Smf4 -ev THE 7W ar CUW Exp.6/30/b9 STR££T f1�1 { PANS f 1 J� m 4r". 227-2600 &.Q..Gw..•4 - DATE-L/L/7 * * R Tr/£S&P£RWS16W a- p�/���+ dW N KEN SWAWO `rJ' ClVI �Q' ls, SCALE T'-4D' F 57WT - 17 /j/'�f,/IilJ aIR �� % I An C-9s-_V two WORM DAYS BEFORE You ac µsr ,o �►s•aa�, RC.E. NO. 569/5 EXP. 06/JO/O9 �rFOFC,woF � .,r£C TA7n�' 7 W [�T 6�1��y� 7yf rt�y� F O LLLNI7XN•a l t�C4$xla(IS29 44AW) DESIGNED BY: '..MB CH T C/Tr ENGINEER, C/IY OF LAKE£L.S/NORE R.C.E. NO 64263 EXP. DAB k'J0 09 :SU WTW /V SA �I5+W , , . +- « : < 3 d t7F PROPOSED wz Y d, J n �.' +. $ i w b w « $' lA?.... � �• g ro +. + w -r TOP t w s' a +a 1? BR40-r a M a ABV « : _ $ v 'Ac ff ' + t 1 t 41 I y A '. € ! I-.. « .t i : , -{-..<L '. I._ _ , i "T!••5 j+�.. ;...,t �' E '1 '`' a `1 T i «. -: E .. Ac , us - ...... < -....:. ......... :............ ........: ... 1. >.,._... _-..� ._.�_�_.. ...�._.-'__. w' 8E7PA/ ro T € h //✓�//��(//��L$��.)�1����}� i 1, t ' t € E ;._ • _..:_ '. -�, : i , E.. � . i � •.••�•ilf TAT--f.V/ _ pt $ H7 HOR/Z = 1 -40 w DBL. VERT i 1 4 55t00 56+X 57*010 58*010 59t00 50*010 61+w 62*00 63t01n 64+00 65+X 88*W COAS7RUC7"N ARDTES ArWVALS & Ra"77OVS aIRW 04rA OCONSTRUCT 0.46'A.C. OVER 7.JJ'A.B- SEE GENER4L NO7F NO. 9. O R£MOW£X/SANG PAWMENr NO. BF✓ hVG/DELTA RADIUS LENGTH TANGENT CONSTRUCT CONCRETE CURB&GUTTER TYPE A-8 PER IXSZWV A 252251' 1750.00 77521' 394.07 COUNTY OF RIVERS/DE STANDWD NO, 201. 37 BYO EPHONE VAULT TO BL'RELOG9TED/AD/US7E7J 06.12'19' 16BB.J9 1B1.B4' 91.51 OJ CONSTRUCT P.C.C. MEANDER/AC SIDEWALK PER COUNTY OF ftERSIDE STAN04R0 NO. 404. O ALAIUST EX/SANG WATER VALVE W£L �� € L/R/SER CI NEW PANNG 16'7042" 7798.00 50269' ?55.55 P[ CON57Sl" U WIDTH A�8ERM TO 6' FINISH SURFACE PER ELS/NGYPE VALLEY MUNICIPAL WA7FR 05.4457' 1690.00 189.58' 84.86 TRAFFIC•SAG�Y�L I'AW3wLS RL44o N O CONSTRUCT 8'AC. BERM PER COUNTY Of'R/✓ERS/DE STANLi4RD NO. 2>2. DISTRICT STD. ONG: JY->3. ," OEXIS77NG TELEPHONE RISER TO BE RELOCATED BY OTHERS 03.4357' 769D.00 7f0 10' S5.0T 40' O 40' BO" 720' OCONSTRUCT CURB INLET 04rCH 84SW AND LOC41 DEPRESS/ON PER COUNTY OF RAkFRS/LJ£ 02'1459' 1798.00 70.60' J5.30 STANDARD NO'.S 302 JODA &J1I CASE 18: LOCATE LOCAL DEPRESS/ON AT BCR/ECR 06•04:/p' 1676.19 77780' 88.99 .' ` tt z SCALE AVaZ7 J 3 q OINT WHERE APPL/C 9BLE. f9'J901' 167M800 565.73' OCONSTRUCT CURB R4MP CASE 79 PER COUNTY OF RIVERSIDE STANDARD NO. 403. / 09'495?' 7690.00 289.98'. 14A 70 INSTALL REDWOOD HEAOf"R FOR F(/IURE LbiVS757R!/L•770/V.AUNT. € 64f •S7Rf r 9 Sc PRCPa5 D R/W l3 CONSTRUCT CURB INLET FIRST FLUSf/CA7L^tl B4S/N PL7Pl -- =1Ot15.62 ,'.,, /XAM S �2 I,)ys.) & N O R/V£RS/D£COUNTY STAN04R0•!W-*'_ftk AWME nOWAW PACIFIC CLAY .1,NC' ' +� R1 TER INSERT,'CITY AAA/NT",19. CONSTRLA^T 12'HOPE CONNECTOR PIPE TYPE''S"AI/NAI//:Afr APN 390-1 90-01 - _ CATCH B4S/N}36 r e ,--7/ Jf THICKNESS ANO SAFENESS PER CAC.7R4A5 SPECS SEL7A7N - _W INLET id 9 w 1.0% p 2 = 64-7.01; CITY M4/NTMNED ♦�i To Q�Mce f "R,(E7&w%ey STORM"DoiWN LATERW 1--14 m / / m - PrMG C(AY ANG d�91F0'11AFCH 8l.,�OY7lti PER TR 28214--4 O INSTALL S/LT FENCE PER L)fTML ON SA#ET, , .�' �n��� '. ?5 INSTALL FLOWBY 000Y 84S/N�T 7XW PER'OETAa aN&Wt d i « , " < 3 1 ..O FZ.. L,wvl&of. '3.d ® /wam/w Aw,eou6M�iwr -t p .,•' .'i N Z Lawn or#Omw mwRv�ilApA/1y' c;:»` * A9 CdIvs Npeap ON D/-//-/O PAYAAIOSi.�iT A?/W `., ',.,i ., O b�$b ...mr •W + PROPOSED STORM ORA/N R/iY LA'_"D/C97ED PER rp -.,_..p _.-. o 9 •o y 1 f err PZ"R IR4cT 28274-4 _... . . J - ^"'ter F. STORM OR,1/N PLAN -.2�R _._ `•+a. 'dig y�. .. ......h 4 ?t Q :_ O Og2 ./ _ I 2 w Jim PER Q - R � - '^ s rJ ...'*.=='.:- = - - - - - t t 1 - ITS OF LXIVAIV E g �' _ 4EAf£NT REAI!'441[. � ? V `�- .- -. LAM975 OM- ` T--� sa b ... D 'IYaLE Ff1 44L� OLD R/W O+ o 2 1 ANX -..mr- - - °- `� _iyi 25 6 .73 �i "b 0 p BY OTHERS 4, £X/Sl. POWER POLE 4f3.3f32af' --: .;,, .. _ _..._. -A' � 13U � A64/NTMN GTL4VL-[ 64C O '•� V W„�'� UMY75 Of•Cs%°AaN«G c5 W M -..� PROTECTION DURING t g m u y'«ry�i Tf/��� T CY J //y u j TO SE RELOCOTED BY 07H£RS .... J.y . _-, ... -. .r ." (/ N 1 /N7ER/M CONLN770N ryg Tie H h W"S LAKT- S/ 1 1 E�/ i1A PEER 7RACY MAP h S£E..TR?B?f4-4 d•5 115 kV POWER L/NE o&1JXkV✓ -• >,�,. ' `- ,--- �' `�. )mP� O fl V :f. •,j r PRECIS£GRADING PLAN BY 07HERS ,'-':.. ,rnl7 Gf• =-� Re p +V 28314-4 $ FOR PARR'SIT(,R4a#G E. t,Va�.3 1fi!-ItI�l l IJ e c, o m a (R0,68 IL OAD) I m a ° a TRACT 28214-4 PROPOSED POWER Par _�� N1 Nib By OIHERs SEE BENCHMARK ( 1ou A Sorwi09 ANft MARK I DATE I REVISIONS APPR.DATE. A/ESE PLANS/AW SEEN REWLWED FOR SEA fss/0A,� UNAUTHORIZED CHANGES: Ifiw 77,E AvrEfi5 nav OF COVpUANCE WITH THE APPROP?AX CONO/IKWS• o PR 9l CITY OF LAKE E L S I N O R E r 4u a av„�*10 H0227-2600 - � *Q1 R OF OrWLOPUENr,0QA0R C17Y AND SrATV �`� c q S7AR7 40 fa7•.SYlWWAS7MY LAWS, ANO A PERM?CAN BE ISSUED '�4' `� T�2 FZ AWFASN "KEp z MAA'S A!L CMVWrS 7o AINF PINS ANBr LE A-FRt%W BY TRACT A10. 28214 � A*97AVtTnXY 7O THE CAC;D O1-800 w No. m ,eeo cawra+:ae'x.�c,simc€m.mAaM a fxmr-as'ro•ssa-�.a•-s>•n HPL7°.IRt7P GIB 7F 'L'PL4A(S,kW7 TILT q/Y ETfMl4"E7P. Q 34XMN!"N]h@"70P Of CC9VB / '6f E STREET!ll/f�l�i'�'IVEA/ENT PLAIDS AT&W. DATE--r 1dj.o7 * * PRL [}v-A-,�sr a�eevage• SCALE J" 4w ',y [�7���T �•�� p��,� �A� 1.9 et 7ewaw Ml C-95-U 7vro tMORKg7G mns YDU ac , f KEN S£UMALO 97 C10 �.Q �" /O�is o7 LAKE 57W T - 175 R4LV J C RW SHEETS eitkr7,rw 45.rtC(IAN Al7LYf oEslcNm er: hr oaArga ev: ATB CHECKED sr: T C/IY ENGINEER,1 CITY OF LAKE E5 Exp. �S/NORE f QF CAL1F�� R IT C. 64263 EXP. DATE_ 6/.�L7/o9 DATE rjt i STA 54*50 M SR M*50 n _ � IF f.. .....,_ _ ... ._ € , ; < 77TANSIl7ON } 1 _t. .E......... _ , 6Y LT R j..: j < , 44 — — -L g f ER3 - :_R t f � . t , sFo , S ec X�� , Tm - t .. ! L R 132$.10 �' •R , ( R" 3 4 zr SY,� -i ,- f ,...._, ....., -...' ...}... 1xESUP£hLLEii9afYQN n : E R .. ._ , -.___. -.a_ 't .. E _.... ....... -. -......... ........... d...... .. --_ ... E , i R � •� � t ;_ � PROF/LE SCALE _:.__. _ _.... HOR/Z. = 1 =40 , i ! i ' i ! , : AC BERM TRH' DM. VERT =1 8 ; FROM . _ 66*00 67+W N+010 6y+6V 70+W 71+w 72*010 73*W N+W 7:f�•010 # 17t+Or! 78 COWMW7M NMES' CONS7AVC774N AWES LATCH B4S/N/40 36'/NLET "` 5) LAIN/S 0�0, lAaq,^ 1305.75 TC IgiFG O O! CONSTRUCT O 45'A C. OVER 1 33'A 8. S£E GENERAL NOTE A CONSTRUCT CURB INLET FIRST FLUSH CATCH B 51N PER 1305.00 R O13 RN£RSIOE&buNTr STANDMD 300&3004. PRONDE FZONGARD PACIFIC CLAY INC. 1298,00/NY. AFC _ O ... 6�) (f�1`' SGILE IN FFEr... 40 6t� 120 2 CONSTRUCT CONSN{`'RETE CURB& OU7T£R TYPE A-8 P£R 0041W�'OF FKTER 1AWWT,• WY AWNTA/NED. pR� RNERS/&IE'STANDARD NO. 201. O CONSTRUCT 11"HOW,LYJNNECTOR P/PE TYPE �•"M/N/MUM ,/�J7f� 390—j gQ—•p 2 INLET SESrORV DE4/SHEET B t; - „.-- _ (3 CONSTRWr P.C.C. SIDEWALK PER COUNTY OF R/47ERS/DE 14 71NCKNESS AND ST/FFA�S'PER CAL TRANS SPECS SECTION - SUA4044D W5 404. SIDEWALK W/07H M00117ED TO 6: 64-J.0.• C17Y AN/NTA/NED. "PERMTSSA0iV 70 GRADE PER 4£71ER BY 1,10• "-ff-'- . PACYf7C CLAY NC 04)ZV ANRCH 24, 2006. O CONSTRUCT 8'A.C. BERM PER COUNTY OF R&ERSIDE STAN04R0 NO 212. O A4aSULL SU FEA4X PER LAETAK OW SHEET 3 _ Q,®A+ ( 1 25 ) O7 C0457ft CT CYAfk9MAON CATCH B4S/N NO.1 PER COUNTY OF R/4£RSIDE AYSma no my Q4RON PD4Ylrmyow PER&,TAIL LN SH Uf J. `':.-,j : t/a475 �' 44MR(h1G11�NT5 �%,z, FG 3079: O r66). m 5 STAAK74W Ah7. J01, 305, 312 C4SL- �" ®:� ; I T 4 As CO.YfTR ii�N oz-17-ta --' --g-�u • ' V1 i LAN/T5 Of",ltAA4W^ ;t R/{Y DEDKJA7ED PER O � .... C4TCH B4S/N I/ ...� ........--,'` l INSTRUMENT,d1�f3fa/13�i_. 1F3.O$.5 .� ,. ". �� 36'INLET _ - D�L[�!Q!. ,- `may-r'' r S70RM DRAIN :^, � 7 •'` '-.� "^c+�` � - 1.•1 l�,y'`' '` �� � ' 6A7FRAL 7-11" 'o TE" PER IR 28114-4 r` -.13 .4 O `tom p 1 ' „ "` i 13 .,r• 1 g Id31.05 TG 'O - .n ..0 •:ti c+� .. RM 1J30.30 FL .,�. N 21 Al4A" vV y�.� �731B6b/wv — Z * y� o;h� � � o r ; X o o o ` r F ----- ---�� 1 :. r 3> ✓ '�. -FUTURE _1A�'�� SIDEIK4LK wa F r � -"� .�.'#,„.a_..,. - � 1 --�- _ : � A.' -p1 1-'_--^•PROPOSED �� .� � f7/IURE /N' g R -1' (V ,,, <. ,.:.:•' +,,,,;. b't�---",w _-: "'' =-+--,- ,. "'+ __•-:--- - < _ -x- :} 130 / EX/StAYG G5P STORM LA24AV TO BE '-^`,r..°�= •-_. -.=, .. _ -�___--:- - - ItEPLrOCEO 1M7F/RCP PER Gb1'F Sr o i — _ LAE7EN7TOW 84S/N PLANS J _ ` ����- -_ _ � 1 3.3 � ii PY.9'NT OF/NTERSEC7XIN OF NEW l _.4 W - _-<� -`c =�� / f ' ?// /f/ EXTST7N0 LAKE STREET LIM175 �f // W%EXURAV EASEMENT fZ/TUY4E - - - IJ45 1 2'FG EXLSTJD4C LAKE STREET R/W- £X/STTNG EASEMENT h - f .4 'C/ ` .1J41. LHN15 / 1 1Jt)tTO m e " } -OfI�P T/ o ODE sneEET /, y CURT£LYITA —'' ., N!+ d'fX/TLET S7Rl�C7La/f'•( TAKJ. �; j ✓ '2 1� NO4AWc/GFA R40VUS LEACTH TiPA'ENI' B w , ry:c+• G� A J73YV5" 1150.00' 596,SJ ,�OF 06'1108" 16 Doo 1Be^.45' 91.31 T .. I ./ ti ;w ��� ,� ' .:�' 6»0&3aq 21 J874' 1696:30 640.6T J?4,20 LAKE S7REESL _ % ' 09*49:54' 1"..00 29206' 14639 L/AA75 Y1f ,._,:'' ' t ✓,,:';.. _ 'Sri ,' / ,��� � OFCAi 313828" 1771.18 JW8,41' S07.A45 - ...�� TE _ v.. , € � T'. >' -f: ,.; +• �.` /�=•-^a- is/Wito STiRFZ� I 212 BENCHMARK t� $4wtuo�/t' MARK DATE - _-- REVISIONS APPR, DATE THESE PLANS HAVE BEEN RE!'TEWED FOR $Eq UNAUTHORIZED CHANGES: AF CITY O LAKE E LS I N Q R E s4AEET sm fR w THE/HIFRSEC7kW OF (;1OMPLlANC£W/TN THE APPROPRI47F CON0177 NS QROFESS//y, - - MKF_Pro AOW At1O DRYUW � ( OF DE4�£LOPMENT AND/OR C17Y ANO STA7E Q 6 q'yE SR7EE7 4o FEz r sow m�a amr LAWS, AND A PERMIT CAV BE LSSUM.. C• a SFOA C EA fE fOR t 44V VRaZ POw MU O '% 4, �'�• � F ENCiNVEEfiS RES7E'aR/�FOR uEaulAnRrzE•a cH+Ar,Es>a n�s�E /�T �/� /J Maw W F,'WA7RE AAm 40 FEET � CML ENG NUM.PLkVt ilS•SUHJEY PIA" ALL CHAACES'10 THESE RAW MUST h'ARA9MW BY ZRA / AV. `82/4 n AtWtAC4S71M?'M 7W C//IS:V" 1—800 m remo CCurroN M'ENui..suns E CORD1K G amet-]7>o•ssi->sa-at�o RAfPA%W LF THESE'PLANS A40 ITC WY ETCHER. �' 0 � No.64263 EYIuw wv 11�'2r of cuRB ,,/ �•� 9 ;o STREET'IMPRO" ff PLAA6 Ar". 227-2600 Y�...Q �/.a�....�.-•- LatTE:•tt�i,T1� 'k * R 7w s4#EYW_1Qm OF. SCALE 1-•gyp• [�(E �E"�+ — 17.'�� (/�.�' (r'I(f1� sNE�s 6EriLYtA/WK Atr1 C-95-3J TW6 MORVCNIC WM 9FF'OItE YIX7 DIG -CTOF EN SEUALALO 'rPT, IVI �>1>e' MIK C. UAV I e - o a10to Al-As- urtrri RCE NO. 56915 £XP 06/30/09 PpFMIFO DATE 2 FILE Nc ELEUIIXAV=I,xSQ4$.4K(7919 BAtUIIJ DESIGNED BY: T 8'l: CHECKED 9Y: AICT GTY ENGINEER, C/TY OF LAKE ELS/NOR, R.C.E. NO 64263 EXP. DATE 6�30/OY SrA ►/4r'��/{,i `y SrA /I*5 2 5 1 ` �1 k ._ I 1. 6G 7. .39 : _ P14FT.fD1.16l3i ; s. ... . :.......: ,. :. >-.... r-. ;... E ; % , S. .....} i - _ : ........... ..... , .. ..-. , 3 , f- - - ...... _....:� . .. i...... iI li , . I , -.1 ; I � ___�._ � I .... :__.. � 7W .. I. w «.. F... t t. € i p €. , . Pl/L-F"9 '59 < : U > % _;. $ . ; : ! - _-...__-lfr...._-_.. : ....... _ r.� . , , - : , - rg p .ro 1,.. .p - c Q ...-> :� x ..:... , 1........: .:...... �__­_-...-. < pp 4]_.51,Ay > :.. ._ , ... _ _.:_ t....... ._..1 y_..> ,_... 11 : 3 : M> *"� o-.:-. b10 _ E Q q V � Q I.. ! _ . *M :y, M .-3 M- -Q ` '•� < i a , n , * 1 o o Q h p pI �� IG ti U A n 8 h h w ; p h _ �.,�:. ao + �. , p o �., ':o b : -moo � : : I !, � ^.pro ro, O o H, ( _ 1� . :. p n „ _, o ._ y a g ti d } I n„ ntl n "� m„ r * .� N ... a a: "�-, o, o; r. .I r. , h >..- _ .-..w-_: ':.. , .> ,-..... .. y. ...-.. O .... h :hi o. u ..-... :........ < _.. F _- ,1 .1. _..-.. > . ! —_L. M_ f ,i s p6' ,�Q *.. ..p h,r\. r: 'n,� r, �..,..O, p t. N 4 G 'a,,. -- —'- - e 1 .....-.... y,"Qi Ky ..I`- r:.p. y.; .. : _ a q, :� p�`'4 U " .. a `° ^i ..na > t '.. -0. X i �... < _.. E. Q n OJ "' :O r O +o, r:ro O p p�r.. V !i : b ro„ ,� } SED F t m1- ro n t�li n p p h q . , :/�� �u y �n''Qry F +- : x < , +. -}....... c - ..-.. , ,........,. _"---"-A "T k.', h3� �p. _>y,,._. \ < Opp - -. ._.�._€ ___11 V/ lI !- GiV7T{ a : " , d ' . : + .-i_.. h q +' v1: p.^ .d. ...._ <.:.. _>.... Al,....-....... 4t _ 7t _.. ..- _.. , € < OF tA:` ;_ ,_ < € € + a , 1 , i + ; i { � ro ro N a g r + - r.'', ,. . . r I F.. -.h. Y « x 7' 1i9Y! , , .a..- I < t >....... , F ...,.... , t ,....._t s , } , .., ✓: t ' : ; - ,... 0.�.,� : - .,:..-. __ _ 1. i. N. % .+- ., �. :. < .-. 111.11, 31 al z - ! , : % 0 _ . 4 o , R _ _ �. , - %(c. . 0 of oo p $ p o M ... .. dt 6g €.. I I .. : ** p i _..i._ i i.-...:-i -........a.... _.:. .......-_--. .. ....:........_ ..--._..:. .. ^ n 1 U El ....... _,_-.... kt _. A :439 p { - , ,L , o a-v F Ci4 cY� �n� \ r h.. _. 0.... �..1 _ _ n..',, h. :,., :. , o y _.Q p V., C, t- Q^ ti + ti p. O U.�o __.__,__ ......i. \ ._f..�_y�,.._,-_ 1 !�.. s ( : - : :. :. Q P > O �.., O O .,of Q c-i / , +r: € 1 i I.. ?'.-. �r .. �,�:���,� ._ +- > < _ ., "� ,- .. , - a...p O-. b �.0... h.h `V -.y.. -.p V _....._. M... ..-X. .* .....-.-.1 q........._ fl ..._....,- 1 , } ........i... �.E� e o m . 'n 8 ;-.. ,- - n w N ^__J� ._ ._. .Y.:_..-..-. -:- ..._ ro _ m:,. N v- �,: . h ro h« .o -'. c� .;..� ....�_-_ __ > -........ ..,._.1-_ "� T , , , ��-__ ro�' ti3� ') .,� r71a h1": : o �; U �i t -t :- _, - *ai , i' y...:.T ... o +I� O r ` Oro �. n W \ / ^'' _._s v E 11 m ' i \ I 4 e - ,. E 2AC _OE ©N OF',r0.t7: vc: t : : _..; 0,� N v! N h:, { l € c, j :. _ : ,-- -t -" "'�Y"'- > .. r .. ;...._., ^. ro h... ti +I y.. ..`__f > -i.-- ., } +h -- R..._; _.,�.- PY/-I305 6 :. URER LEUG9:.- -.. € « _ I. : " N a:q r , .,..-. ti _ � Y �.._,__ , , ; _ r _.. , .r i ,......-. >. .� .....t-. i : : ,_ _; ..; . t r. a : : , SDP€ELEUATi4w LGYOf _RUN00T -r-. ____ - - _ _ __ i-_.r [r i.. > __ 4 __. ...... I i . I_ , r'€`F£ G T _,. --. - ,__> --, - > - ___a - t _ ; ,0 v ro i. i :- ,... . s. ! _ € E YOR..ON fJF S�O.00, ✓t _ , ,r1 ,. o p < _ _; a...... _.. .. 1 1 1 , x _ __.._. _ _..-___...__...,-_. _ ___.__._. _ _ _.�_—_ -__, ......._ _'k. +� - _.b, --g . . : , _ , i p.^. : l , Q' -.O ;sa g ti ,O;.I I -,- : v_:*-.xr a = _.€. ; . .! _ mma.-... ........ «. "� M } _ , p �N °Iq�= p' o c;ti �, �- ,ti. .� , 3 E : * m : iri : , E ? t...- .�.:-._ _ ,.-_... o A "t '<7 a ? ;..*- ,. v ! _..i ^.,� +,.ry... n , R. O cc ,n, O G +O'.`�r t. : x -.Qi.� + . __ _ I . I t ! •:f X --094 I. a j ( E -ro +I�... O.: piro .'N .h N,v.�ro fl i r p : 1:.,i ; ,$ > p ; qq 'O + ti^ ,r) +A V. O rn g an p - m _.- _I . �V t0.. ^W + - fT SOX! ,. ai _ ;:. h ,<,+ +,p +I o.--�. o .. *Ip,.+�"o- >n. O 4... pi -..ti .B9-L'. _.-y..af< ,_ _ .n^f__, ,. ._ k - -i ; , 1 :... ..i _ y W rn,� ov,:., p *p ..c, c„ hIA.:, ,q ;p O, b; t I 7. J. 1 : i , i :: , -- ro H. p q .� ,�::`� , h p n pIo- `� W .-3:2- 4s N h -! t 77 f , , } , - c. "� cy. 4�I ,....ro4^ _ :.o 1. ,.>"'�. . -.-._.> >........._ ............. > _. .: �, .. i f : . F ... , 1 , i -r N i. ty h O`n c) \ j_. : t j r , i , i 1 h ^ b b cn -o .. n ea Q^ ....E $ t r .... > i... > .. nl b * b N '. i. t , r- rT.- f x F , , < -} < ib K SA %- t�to -a_ < < _-< Y_-`-. __I.... X _ LN F ...w._.._ I I , ^ ^ .. ..._.i.. : ......_i . ..I..... 1..-... _ __. _.:. _ I : _ .. � :._ , �---�-� 2 !b" w a ,h {i-- *.h. .vI- Ail .. 1 .:. " , -t : f $> , = o .v pt t -0.a .}_. r ro T I I -.1111.1-111.11-11-11:11 ro h a __-- N a` �: ti t ao % _ :_ 4... PROF/LE SCALE , !�__.__ -.4__, , I ,. - _..,_ ._ __--_ , , i . . , F I_ _t _.-1 > ;_ , NOR/Z. _ > =40 _ T , € -...-. , .... .....x... : ........... 1 ..........I .... .i.. . .- , :k --- A _... y 48 . TO RT> 3 , ; : , : : I -' s OBL. PERT 7 8 F741�AJ B : 1. % ; % 1 : -.,-. r����lA E __ 78*00 79*w 800W 81*w A71CT(/iIF W 84*W 8.5*W 88*W 87fd? RW f _' .. 12' 48' _ s67' E.r PwdPosEo s7REEr FY/TL/RE s7R£Er � _ /MPROY£A&Ws AMP4Ot£A/EN7S ' 1oX JSJ, t ' PFYOPOSED� PACIFIC -CLAY INC, h �i -=' a i0 - Fc zoX APN 39t7-1 90-t71 2 _ �- �_. T �1 - " 7C!GRAD£PER LETTER BY p 99 i�i`U i� - PAC#r CLAY hW. L21TED AAdRCN 24, 2005. g4 J}u, /,�. 1-"" - �- -' ter' o I , SECTION 4 A" - 78TI 30.00 ""'"� � o) ��o,° UM1T5 OF~/NC f OETA/L "B" _fUnlRE - , �5 W 0 1. 1� O j 335°) LA r$ 4r AVIAVOW AWA OMAWA 5 )11 7�70' N75 `,_� CLWB H-' — i I s R OED/G97ED PER fr'�AS tAvrrXFG 'p W 0I-Ir-lO �, 2 .,-._..__��.� .' :, _•, _-.. -gB o oiroi�t®-2d �•/ o I//III::'4 '�25 0) c�z 1. I`+: i _ I �.�;-� m m FG D) ' 4 S �- �` ��� _ _ L SET g _..�' STORA%ORA/N " f O,1 y.D�f � 'i, \ -____..�,____ - FUT!/f7EA,/W�X"r.` '�^� --�� ._-88' s,� ��Ef1?� 3 CONS7RUCTlON 1S �''O -'. -}-- ' \ 1. % .+r•� ' - y_'__ E�'UKE STIPEET R/W.._ �"'.'� - 3� O _ _ E _._ ss �� . ': .. Fv h _ S __- T, k M w �° i -..:1 ..�7 Sc,AtE AV FEET .� - - - - ''' `� .; �- AwvraN cRAVEt mrc --` R �E sT �- .. - _ . - �'! Cl &t`TfE7P T. Ar W - i 1 ;' �- r % R/IV-'EXr57AMZdS£ME7vT �' _--- i '� C770N OUR/ �/� IF _ - _ _ -- s —:-- -- .- _ — - of -§ - h'� �� .1 _ ! _�_ - _ ry 2B D9 S F EX/S. t3pJ `. / - -- _ - I 3 — - .- . - -_ lataJN -- - _ 3201'S6'W �� T __-_ �.. _ — — - �_ s _- _ -_ - _ I _ -� � -_ J dE(� - �__ [r_. n_ _ _ - - - -- - E - _ _T _ _ -- - l istiN� _ 8--- - - _ _ `"s �.z k - -_»a - _. }r --_� -.�... -.--I H.101r),IN pmCE - -_-' '-_.'�� �'_� - TAME 1. G't _ - - a I _. --- - - ll/ nmtnk� �! 1 - - - _ _ _ _.. f7JTURE" ._ .. 'Zy1RC-3'-Lr'd _ - - _ .. .,_f I L _ - _ -. - Ir S/DE7WALK £STREET n/v _ IN' €�17SIANi IrPKE ""^" EX/S' le1KE STREET R lvr _. POINT OF 1NTERSECT/0N OF• ... . .--. 8 �ti�j fUrURE R/W - EASEI/£NT ��_�__��'�.:.� + ,���---... h ..... �� _... RI W/7H It EXISTING[AKE STREET t4� ^ $ b �\" P1d/NT OF INTERSECTION OF fUTI/RE R/N'- £Xl577NG EASEMENT -6 N� `SEE LiETAK V, _..� y R/W W/7N.EX/ST/NC LAKE STREET - - ..... .... - s ' 11 _.. % kb ig ._ . I CASTLE OoKE ow s/�Er 3 �W R/W- EX1STlNC EASEMENT ^ COINSTRI/G'TIO/V NOTES` r A li'ELOGAA%W E x®y m o J LAKE ELSI fi � z. "� # 1 1 m ---- �� O COrKS7RUCT 0.46'A.C. O✓ER 7.33'A.B. SEE GENERAL NOTE NO. 9. O CLEAN OUT£X/ST1N(:+STORM DIPA/N UNE TO RE3TOR£F?Xl FLOW a f : �+ M""'_• .- ., E�.0630.11 O RASE STAID Md PD7� BUTTER TYPE A-8 PER COUNTY OF CAPACT/Y � i N LEGE7Vb Ar a;si Jy O CDNSTRL/CT P.C.C. SIDEWALK PER COUNTY OF RNERS/DE 1 _� ��OFEpt STAAOM Md'S. 404, S/OEWALK 1WDTN AAnWRED TO.6: Cam- ,/�� f� — -PEA/£Nr REMOVAL O5 CONS7R!/CT{69 E 71IICKNE'SS A.C. Ol✓ERLAY F647HER. o Nd. �,R„� rA LEWN TA„ T AS-BUILT ZA4KF TTl'?ZTT o _4 A' CAMSTRUCT 8r A.0 GERM PER COUNTY OF RN£R we SrmwRD A®.iQu. —NEW A.C. Am SECTA?N A OB'1106'' f7g0irap 15D.A0' T2'.�2f �„r ,7 T � � MMTAE! 3�TT fEMGE PER DETAIL ON SHEE/3 ti 023709' 17W..A0 77.81' mot ' ' ,� �' rz/rv/ro > —A.0 COLD FLAWAA43 Ot+€RLAY 02'3609r T77T.16 B045' 4013 i it CO.Ni63 OUR,64/3-01 � ® AmALL c.)mwZ mG m4RR/ERS PER DETAIL ON SHEET 3. 3v SA' /o-xi-o'7 2B CQNSIROCT MJ#VI01RY DEPRESSED JzAWAAWICUD PAXX � (. BENCHMARK g } MARK DATE REVISIONS APPR. DATE COWL PLANS rH BEEN REl4EWED FOR aDEessL CITY O F LAKE E LS I N O R E SNEu IA'j,V, ,d SEA UNAUTHORIZED CHANGES: 7WlAr r7,r AvreRsec�w er COA/PLG4NCE W/7N THE APPROPR.fAIE CONOIT/ONS QP L.wL f D6N:"AW DAIVErvJIM OF DEY£L OPMENr AND/OR C1TY AND STATE Q� Tq"�C cA3PVAG n[E W LANE FM l#JNC AW PChW S artr eE € ti� �� '2 Fmvp:,==��:=Rs ov LsE FaR uwrmxAwzED c awes m nESE p�STREET 40 FEET SOUnA%$7ERLY LAWS, AND A PERM/T CAN B£ISSUED.kaw L4kEsvaw A40 40 FEET � ALL c7el AQM rO> AO 7 Ar-APPAMW TRACT/ 27L 14 1-800 W ,eee cwvra n��'sxr w: ORO� '�'"`0nn A?fA ER of 701Z PIAAS'AND lw cm ZAWVHR 7H£7LW lb.64263 � copaw.rw.rma3-zsro ssr-z�-z3x O AT R:R 227-2600 �=' a,,, / E�vsJ3oJro� A S lA/PROI/�11i ENT PLANS — DATE.' l!O t IY * * THE 57/PEAW A%V OF. mSN'NO C-95-3J 7Y/0 NORIBNG BAYS BEFORE YW DKi K£N SEUMALO `PP,'T, 1V11 ��P r SCALE lr+41G' L4KE JJ/iGCT 1�✓V r �Lr7i/fV {/flR IG E SHEETS �0 MCDEsIGNED Bv: M rs•wwr5 DRAWN BY: M. CHECKED Br: T C/TY ENGINEER,rC17Y OF LAKE E�NORE09 £pF 1f0� �E. NOr___AM EXP. DATE 6/30/09 DATE 7/�/b7 STA 77*50 70 S A 80*00 EI o. tzETRArAv=7J5S45 A7$(,v3s aotd) i r h7 ftME ...... AIM + 8�1 a _ P 1,320 = la e ' 140 f �- I I INLET S/ZE L ' OF -.7 a �p / � f� Ll y,.. ....q► -I GR4TE PER PACIFIC CORRUGATED VFA%VGSjr G 4.. PIPE COMPAW- METAL *VRKS 36" i._ b t CATALOG(MURRETA STYLE GAMT$ i [ I - • 4'-r 4 •; SIZE PER PLAN)OR EQUAL APPROVED _--�._;. ,:_ _.;.__ I -,_. � ' �-= -'-!- � A y k $.. _ f i� �r _, r Extsr. La4WAV SG I 9 ,ry�1rJ a C k ' `��' tiz I 11 - I ..,.. 45 E APRaa w DONcv R£eAR k i k ,,,,_. .._. 1 , I .m 10.28 LB f/ - ( W SEE Tgg HEREON OTLkI NS LE 0 FOR Z" NO L4r"�1.''7W4GS ._._ ... a ._iL r', .-.• TOP ........i.- _ I LYA1C,4f7E"B4SE" RCP ; Wi (2228 LB PG'L �D SYZ£PER PLAN a- ry 1 ., v i LAE PE/P / .....-..{ 4 t .......... * ._� '~ 1 �• Y( .... Y _ ; 1: - 3 k E ncr Av rzowzn sex K N7n/LNAYAi'[:12NCRt7F. 12,60 { k ' (20..28 LR —/FT3j I } I ! k .. t.. 1 i _ t RISER /N1,67 k _ o REMOW R M..28 f smZ11, Has PROF/LE SG1LE 1 It0'R HOR/Z. 1�40' 75I,1 zEi T6 'R.C.P. _ 'JIMA '-.. jJ PROrFILf SCALE NflH 36 R00 f"D fiw 0 HORIZ. _ f f S.D. L/NE 'X" S.D. LATERAL 'X 1 " ry PAC4 1C CLAAY INC. \` STA I3t159D APIy 330 '�90 ot2 EX/ST7NG EGYOF PERM/Snrq'V TO 6YBtlJE PER L Br I3AI2��fEiVl mare cLAr hW. DATELI AARW.2K A Y REMOVE&REPLACE£X677W M' .,. 1�A0 Aw ` 'S gE,yp/yDTELY ALA/NT D R/W 36'CMP STORM ORA/N .. , Wr7H J6"RCP �-- ��_. -� ---S:lk Ski. - ", .4 .. a ;1 " FUTLLR£CURB, GUTTER------1 -a t' s: SX3 T1te'L.$ &SIDEWALK �\ ��'T . ST. PA. f56.72 A EX/S7ANG ,... u SLOPE :......_�._: `" -- ,.,, _ f A REMOVE&REPLACE EXISRNG 21 t _ �` ; „ ; T=IL24' _ HEAOWALL W/7H NEW PIPE '-- ,,.,...- /ExrsnNG ?I RE.MOV£ REPLACE EX/SnALG - _ i .,,,, '-R=49.00' , _ `t A N .. _ ,r i CULVERT 2"HEADWALL. SLOPE AE400 LL W9TH NEW PIPE `� _ " _," 'I ' ; ...._- ( 11 I r cLu+ER 2 /+�ADWALL. :_ �..� � ,• ,' � �/iw - _1T / PROPOSED R/W-/ \SANLN14C5' 'f^ W 114 r6W R,WRAP �� ?9.1D/ 2t '- / �� R73 --WW- yo �... SD SIX. 10F010� EA' 11 rCLR• _ T fi - _ - - -- i (>194.57/NVJ `_ --t `iER�Ay 27„ - DETAIL ?+�— - — d WASMV"/V ` ,¢ .�, y. `§, 1-- - .y"r,� . S'RCP `m$Q S�f.,lfaff�7lP L,41E-'k". ` �...� �...�. .::>� �� �• Y b CONSTRUCT RISER INLET PER DETAIL HEREON. SIZE PER PMN � �� � _s � �-�SLt� J�LrfA � ��DWkL _._ B ,fir: � .- `-� �E�#StD4�ANT 21 V. CONSTRUCT PIPE CULVERT 2"HEADWALL PER CAL TRANS STD. DWG. NO. 989. r _ - += - USE W=4=10' ^` - -' _. u..__. _- CASTLE do COOKE ^ � � MENT `_._ _. _ LAKE`-)ELSINORE WEST, INC. ?1 CONSTRUCT 36"DX. INLET TYPE IX(CHECKERED PLATE) PER R.C.F.C. & W.C.O. S7D DWG NO. C8f07, 'y.a,- r .,...:- ... r q. ..--' _ ... --_ . .. - ..... ..... F AS BUIL Y ?3 CONSTRUCT J6"R.C.P. - D LOAD PER PLAN - ._E . ......_ _ - . - 24 CONSTRUCT 18"RCR.. - D LW PER PLAN i!-��4/ro � m a "J4.3 , Lw,;wr -- -- ZAKF_ STREET ® INSTALL SAND BRCS/GRAVEL E34CS PER DETAIL ON SHEET J. 17 CONSTRUCT CONCRETE COLLAR PER R.aFc.. & W.C.D. sm DWG: NO. M 803. Y v O CONS7RUCT✓UACnON S7RUCTURE/2 PER R C.F.C & W C D. STD DWC NO. ✓S217 ' 40' O 40' 80' 120' O CDASTR!/CT MANHOLE/1 PER R.C.F.C. & W.C.D. STD. DWG: NO. MH252. R.C.F.C. & W C0 — DATA 1ABLE k SCALE/N FEET LATERAL LEFT LATERAL RIGHT � O GRAkIRUCT f/4 TON RPRAP 36'7HK'K DYER 1?" DWG. NO]MAIN LINE STA. - DA D2 E F G L ELEV. R ELEV. S... GRAVEL f7L7£R BLANKET t By Ar 0-2f-07 ✓S??7 10*48.79 45•0000 18" A. 14'2.89{ 729707 1 6.97 ,�. F BENCHMARK d SNvloe AWt MARK DATE = s10Ns APPR. DATE THESE PLANS HAW SEEN REt4EW£D FOR SEA ROF ESS/ UNAUTHORIZED CHANGES: CITY O F LAKE E LS 0 R E SHEET now nee AVIE:PIC7AW or COMP<41NCE WITH THE APPR2PRL47E CONDIDONS P LAR2'S'KWE AOW AW cW4" r227-2600 ML f ( OEVEZOPMENT ANO/OR C/TY AND STALE ���``p, -° gQ,fyr_ ENC3111r4EERS �OR CA&C a94' "' b CIMAZY 70 Wsf SfRf2T 49 FLFI RN/T/#A57f7&Y LAWS AND A PERMIT CAN BE ISSUED T °Y - -_ CWWA- ME LAVNEW PAF~YG?M*3r auaS'r U AUT FE ALa1C LAW WRY'AAV 401�T7 lylA A..11 lY L � TR4CT NO. 28214 �Y ro 7//E GYfl9ELm -800 W Nb.64263 Ymn ,am m�rrar�voxrt,sort 1..cOR..k a a�x m ^ 3VU40-AV AC RM of CLW �,/ /f' [//� E .6 h^M •asY->a.-1,w SlArEr VOLE �y ,../ AT sae J�--V_.N Luz£ 11/1R1/o7 1R' 1,+W++� * PR. 7w SU imfS ly 6F /�/f+/1V ILif/C/�/ /�LlT/I'� 1,�y KEN sEUMaLD ,) clvl� — SCALE /'-+w' IAn/fCE+�fS�TREET�,r-- 17r5�f1' RAyD/ S Clr6R E SHEErs AC7M14Pt'AV. C-95-.0 1Y10 NtlRtpNC MI5 BkTL)NE YW p6 Mc7 u/r4 • As- wS R.C.E. W.. 56915 EX'P. 06/30/D9 qIE OF 14��a AAt1'E C. TAA1G' DATE 7,4* V .7.f./. 4i w /f®1 M J'LJ7I7 G6 Fll o. +I LLLkt7av a 715G45 Les?(lvae 11rnaLJ p BY: : T CITY EAWIALEER, CITY OF LAKE ELSINORE R.C.E. 6sP EXP. pprF 6/10/09 l ........ -. ._-- STREET LIGHT PLAN LAKE STREET - 1750 ' RADIUS CURIE SEE SHEET 72 FIhP A0p17701W 57REET LA;H7S OW S/CAW POLES .. • ^ 8 r 6 A j ....,. _ J :• --_-- - - -y AJ 4G 47 :. 48 a _ _ __._._W.__ a --- , r ' ------------- QWERAL NOTES 1, ALL WORK SHALL CONFORM TO THE MOST CURRENT REOVIREMEN75 OF THE COUNTY OF RN£RS/OE TRO46PORTA77ON DEPARTMENT, IMPROVEMENT STANOM.S AND S4E5'/f7GATWWS; COUNTY ORDINANCE NO. 461 AND SUB.SEDUENT AM£NOMENIS. 2 /T SHALL EIE 7HE RESPONSIW17Y OF 7HE DEVELOPER OR CONTRACTOR 70 APPLY FOR AN ENCROACHMENT PERMIT FOR ALL WOAW PERFORATED WNW THE C0UN7Y'S R/CHT—OF—WAY. -T THE CONTRACTOR SHALL CONTACT UNDERGROUND SERNCE ALERT AT(600)217-26w _ AT LEAST 48 HOURS PR/OR TO ANY EXC9VARN✓. THE CONTRACTOR ACCEP75 ALL RESPONSIBILITY FOR ANY AND ALL L"64S TO EXIS77NC U77VI ES 4. THIS PROJECT/S NOT W17HIN JO MILES OF MT. PALOMIR. t 5 THIS PROJECT/S 1OC47E0 WITH/N THE SERNCE AREA OF SOUTHERN GIL/FORN14 £D/SON. SERVICE PLANNER- . WORK ORDER NO.: 00r7 - / woo IN b t-V .� ' » i 72 `- ,� ►. 77 - , �,: 41 ,mow o ' i-ram CASTLE d'COOKE ALBER ?,. H/LLRANCH `JC\ . /� �/ <_._ / 17600 COLL/ER A✓ENUE SUIT£C-120 � °. \.�` ��C"' v LAKE It SWORE CA 925J0 o, (951)245-0476 \ ' CONTACT,tMJ `70M hV P. "TOMVNS[ , i s v y� ate\ of ES LEGEND ND OC44NTE5 rro_ snAS-BUILT 9 B , n r INSTALL 120 DOLT, 100 WA7T,• HICH PRESSURE SODIUM,*22,000 LUMEN STREET L/CHT OF } PER COUNTY OF RNERS/Df STD. 1001 6 EA. '° ` "� Ifh ~ t y FUTURE INVALLA AON OF 120 trot T,` 100 WATT;HIGH PRESSURE SODIUM,`22000 LUMEN � 60 0 60, 120' 160' ACB.6M o W e1./So/o fit^ STREET LIGHT PER COUNTY OF R4,ERSIDE STD. 1001 7 EA. SCALE/N FFET ` gV b /0.21-07 BENCHMARK VIIdNW UHd & MIM AWt MARK DATE REVISIONS JAPPRA DATE THESE PLANS H4kF BEEN REVIEWED FOR SEA OESSI UNAU7HORIZEO CHANGES: CITY OF LAKE E LS I N O R E €T 7�vAd 7.�.�r7XVV OF COMPLIANCE W17H TH£APPROPRN7E CONDITIONS QR /AKE.S/,rwE olrrt£AAn� L f OF DEVELOPMENT AND OR CI7Y AND STA7F Q� O' Tq cASPI12% tAE E?LA"�'7hE3E PO4 M�',L Ap7 BE / (y ``(. i f — RY i1C E GAP LMBLE Fp4 LAWUlAk4FY7£D G(N.A'�5 70 77$SY �wC �O /82 _ S•7R97 40 FUT Sp/7NE'A57ERLY LAWS, AND A PERMIT CAN BE ISSUED. y 7c ENt31NEERS PLANS ,�C�nrxs'70 7hEM'PINS MIST BE MAWRO BY //�/�(� /MV. `�L 1 'h ALOA.0 LwfESA/OR£AMD 4D fZET p C� m crm Er+prvccrts.PtANNEPeS.sURv£NNS RAEMMR OF 7hESE PLAAS AA®7hr C/fY Enwalk-P. p Epp AVR7AEAS7ERLY 1C ME'C/I/5'ELEO@r227-2600 1-800 � EXP 6/30/bB � tme COtlPiOH AVFNIK.5111IE 100•WBON4 G 02881-33J0.991-i30-21]e � 19 •l1 wu w-w 7 c 70P or CLAPS w N0.64263 .., THE SL9?RNS/ON 01. SCALE 1' A7' SIIT � LAIC/7/ J�L/71 F7 OF AT BLW. Cc � r—DATE N a.�T * * LAKE STR£E'T --� 1750 RADIUS CIAVW SHEETS 1I KELN SEUANLO � IVI ate? Lae p �" Bf71CAafWK AV.. C-,R5-.0 1w WORKW➢Mn YOU ' n�cT i wI•o AS-8 Jn-7 -- R.CE NO. 56915 EXP. 06/JO/09 '4lEOT `�Q' MIKE C. TA/AY/ 6�/- DATE j j FII,� ETEid7XM' LJ6643 Am(1"Dow) DEMNED Br: M T OttAWN er: M CHECKED BY, M T C/7Y ENGINEER, CITY OF LAKE ELS/NORE R.C.E. NO �?� EXP. DAiF � SMUT � �j `} SIGNING AND STRIPING GENERAL NOTES NEW SIGNS ON THIS SHEEP A. SIGNING AND STRIPING SHALL GENERALLY CONFORM TO THE CURRENT CALIFORNIA DEPARTMENT OF TRANSPORTATION C30A(CA) R2-1(35) R26(SXCA) R11-2(RD) OM-3R R14-1 (CALTRANS), STANDARD PLANS(CURRENT), STANDARD SPECIFICATIONS, CALIFORNIA MUTCD, CITY OF LAKE ELSINORE STANDARD PLANS, AND THE SPECIAL PROVISIONS. SPEED N ROAD TRUCK { B. SIGNING SHALL CONFORM TO THE CURRENT CALTRANS STANDARD SPECIFICATIONS AND CALIFORNIA MUTCD. SIGN SIZE SHALL SHOULDER LIMIT SUMAW CLOSED ROUTE i BE THE STANDARD SIZE NOTED IN THE SON SPECIFICATIONS UNLESS NOTED OTHERWISE ON THE PLAN. CLOSED 35 C. SANDBLAST CONFLICTING EXISTING STRIPING. REMOVE RAISED—PAVEMENT MARKERS WHERE NECESSARY. D. ALL STRIPING AND MARKINGS SHALL BE THERMOPLASTIC. E. ALL SIGNS SHALL BE 3M DIAMOND GRADE OR BETTER. 2� Ir�N I E STRIPING W® I 100, FUT. R/W FUT. CURB & GUTTER EX. R a ` EX EDP EX. EOP INSTALL TEMPORARY CRASH CUSHIONS 2(RD)IP' _ .....__.-: PER:_A, Y'T514 B5 - -_ _. ......... ......-- ' ABANDON EXISTING STREET R14-1 1P WI-2n(35 : �`�_.-.. -. ____ _ R2-i(35)/R26(S)(CA) { (ON BARRICADE) - R2-1(35)/R26(S)(CA C30A(CA))1p �:___ ---- -- ( BARRICADE) STREET (ON BARRICADE) _. _ .._ ,__,____ _<_ _ _ _ _ - _ EX. R/W 2--1(45) 5.� - R -------------- - ..... ...... ... ... .......... .... - ..... __ _ INSTALL TEMPORARY RAN_ING -._ ..._ - -. �" - = 6aa - -- __ __ __"_ - TYPE K AS SHOWN FUT. CURB & GUTTER '.';� '-__<__<__ ___<__«_<_.___-=-z_===__ -- ------ - FUT. R/W ----- - - -------- ------- ------' --------_-----` - _PR. EDP 7 — - - - - — - o EX. EOP -- R2-1(35)/R26(SXCA) C30A(CA) (' (ON BARRICADE}) (ON BARRICADE) X FUT. R/W Ag E. b PR. FLIT. BE M GUTTER FU T. T. RAISED MEDIAN \� /� R A�d� PR. CURB & GUTTER PR. R/W 3 \\ 4 S C30A(CA) ON BARRICADE} F@ c i it SIGNING AND STRIPING PLAN INSTALLATION NOTES LEGEND f ®REMOVE/SANDBLAST EXISTING STRIPING OR PAVEMENT MARKING SHOWN. _-t� EXISTING STRIPING & MARKINGS TO REMAIN g N REMOVE AND SALVAGE TO CITY YARD. EXISTING STRIPING & MARKINGS TO BE REMOVED IP INSTALL SIGN (AS NOTED) PER CALTRANS STD. _ �►_ PROPOSED STRIPING & MARKINGS c EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 0 EXISTING SIGN TO REMAIN x 9 Qj P SBEIB VfiIIfE HINE YWHI :FNPE- W RPM's Af 25' e.e., 2" OFFSEf FROM HNE. INSTALL TYPE "H" RPM', PFR GA6T.RANS STP PLAN A208, PETA16 26. Ih EXISTING SIGN TO BE REMOVED e • ' PROPOSED SIGN mINSTALL 4"DOUBLE YELLOW CENTER LINE PER CALTRANS STD PLAN A20A, DETAIL 22. 5 I O SIGNALIZED INTERSECTIONg IDINSTALL 4" DOUBLE YELLOW MEDIAN STRIPING PER CALTRANS STD PLAN A20B, DETAIL 29. 'IE INSTALL 4' SOLID WHITE RIGHT EDGELINE PER CALTRANS STD. PLAN A20B, DETAIL 278. .o , . • START AND END POINTS OF CURVE .� I i . TYPE III BARRICADE WITH SIGN 10. 0 M' 120' !N9fAl:k 12' SOLID WHITE eR85SWAEK OR HMIT LINE PER eAeFRANS 9fB PLAN A24E. N SDAL£/N FEET !_ BENCHMARK Underground Service Alert MW OW REVISIONS mm WE "��77 PUW/PAYE BEt7V RE'M�D FA4 SEAT UNAUTHORIZED CHANGES: N77N 7w ARrRIDPfim7F'cohpwlw CITY OF LAKE E L S I N O R E sHm7 Gall: TOLL FREE - a-An£L NT AND/OR GIP AND STA7E E9 k.^ sG 1W 8i ffi a?Qi� a0VAQU P009%W Rjew MUG mu� �.�• 1 LNRS AW A MAW CAN br a s_a...... a_ y RAAS AIL eWur2s IV MW M6Y Ar Or TM CT, NO. IV 1—800 P"^N Ar%nea�r a� 7rab eAr�7rc a7racme WTEIiItll SIGNM AND 8TIFVM PLAN '•.ter�...oa - - / No. 2219 227 2600 Q n�rE llloi,�m, `y.a06/30/08 r ° o'` SCALE 1--,a LAKE STFIEET - 17W RnuW CWVE OF DIG 6/M� t TWO WORKING DAYS BEFORE YOU FoCAO T. _ 1114 /Y4 G�4IQ1D 6R R.T.E. NO 2219 Oho. DR'rp bM/OB V DATE bb/�/Oi 1 A. /VTW 1 V STA. WNV Fl.. SIGNING AND STRIPING GENERAL NOTES NEW SIGNS ON THIS SHEET A. SIGNING AND STRIPING SHALL GENERALLY CONFORM TO THE CURRENT CALIFORNIA DEPARTMENT OF TRANSPORTATION C30A(CA) R2-1(35) R26(S)(CA) R3-7R Mn-8 W3-3 (CALTRANS), STANDARD PLANS (CURRENT), STANDARD SPECIFICATIONS, CALIFORNIA MUTCD, CITY OF LAKE ELSINORE STANDARD PLANS, AND THE SPECIAL PROVISIONS. SPEED RIGHT LNdE PROPOSED NICHDLS ROAD B. SIGNING SHALL CONFORM TO THE CURRENT CALTRANS STANDARD SPECIFICATIONS AND CALIFORNIA MUTCD. SIGN SIZE SHALL SHOULDER LIMIT y BE THE STANDARD SIZE NOTED IN THE SIGN SPEanCATIONS UNLESS NOTED OTHERWISE ON THE PLAN. CLOSED �35 ,E MUST O SEE NICHDLS RD STRIPING PLANS TURN RIGHT SHEET 6 OF 6 C. SANDBLAST CONFLICTING EXISTING STRIPING. REMOVE RAISED-PAVEMENT MARKERS WHERE NECESSARY. C30( ) OMi-3 M71-7 1 D. ALL STRIPING AND MARKINGS SHALL BE THERMOPLASTIC. R11-2(0) 1 PR. R/W E. ALL SONS SHALL BE 3M DIAMOND GRADE OR BETTER. LANE ROAD PR. CURB & GUTTER PR. R/W CLOSED <> CLOSED PR. CURB &GUTTER PR. R/W EX. R ` Q PR. CURB & GUTTER _ /�EX. R/W - `� EX. R/W 3- Wt 8 _. -8 1 W1-8 - - _ - t ______ _____ ` lP'R3 7R EX EDP 6 ------------ wo 1 5 26 t - - _____ -- -- -__ _ ---- ,W,1-8 -- -- - -- -- -- - ---� - _ - - -------- to =a 3' y nn`z54iz - ---_ - - - - ABANDON EXISTING STREET - - EX. EDP (10' CLEAR} 7 —�-- -- �,t� "_-Jam_ I-- R=2 BIB ..y w WI-8 Y w.4 �! EX. R/W PR. R/W , _ 's v i. n PR. CURB &GUTTER 1/ C30A(CA lP -' (l � �, O n" Wt-8 (ON BARE; - v� " i tlD FUT. RAISED MEDIAN 4 PR. CURB & GUTTER 4 PR. R/W Wt-8 / �; `� C30A(CA) f'.- (P R2-1(3S)/R26(S)(CA) / R2-1(35)/R26(S)(CA) / (ON BARRICADE) (C3 (ON BARRICADE) (ON BARRICADE) _ �- (10' CLEAR) lP (ON BARRICADE) C3o{GA)1P � � �R11-2(Ro) (ON BARRICADE)) ./ N (ON BARRICADE) i L Wt-8 / ^ f FUT. RAMP �1. PR. AC BERM FUT. RAMP A75 PR. R/W R11-2(RD)Ip �ry'�\,\ FUT. CURB & GUTTER G (ON BARRICADE) y./ -FUT. R/W . ��Ilk 8 Wt-7/OM7-3 F" OP /� (ON BARRICADE)1P _ ftoo �, f ON B RROICADE)IP WI-7/OM1-3 n �i { ) (ON BARRICADE)IF / FUT. R/W l�' N�Cli© �- FUT. CURB & GUTTER / �- FUT. CURB & GUTIER� P S 9 e" PR. AC BERM % D'• / 6 FUT_ R/W - IP R2-t(35)/R26(S)(CA) / (ON BARRICADE) 0 1 R / PR. CURB & GUTTER O1 i 1 ; % FUT. RAISED MEDIAN SIGNING AND STRIPING PLAN INSTALLATION NOTES i a, I ABANDON EXISTING STREET R/W REMOVE/SANDBLAST EXISTING STRIPING OR PAVEMENT MARKING SHOWN f l � f REMOVE AND SALVAGE TO CITY YARD r / g " 1 ) 4 IP INSTALL SIGN (AS NOTED) PER CALTRANS STD. I (ON BARRICADE) / / f "AHEAD" .G NSfAt± #" SKIP WHITE LANE HNE PER eAEi:RANs 9ffl PLAN A20A-,-0E+Aft7-� iP W3-3 W 4 INSTALL 4" DOUBLE YELLOW MEDIAN STRIPING PER CALTRANS STD PLAN A208, DETAIL 29. i/ 2 g "SIGNAL" (35 BARRICADE) 1P /� 'P " R2-t(35)/R26(S)(CA) /fh i o r C30(CA) LEGEND n 1P (ON BARRICADE) INSTALL 8' SOLID WHITE CHANNELIZING LINE PER CALTRANS STD PLAN A20D, DETAIL 38. , EXISTING STRIPING & MARKINGS TO REMAIN '- •INSTALL 12"SOLID WHITE CROSSWALK OR LIMIT LINE PER CALTRANS STD PLAN A24£. (ON BARRICADE) s==---_= 8 INSTALL TYPE IV _ EXISTING STRIPING & MARKINGS TO BE REMOVED Q (L) OR (R) ARROW MARKING PER CALTRANS STD PLAN A24A 9 ��•� / _ �9INSTALL PAVEMENT LEGEND AS SHOWN PER CALTRANS STD PLAN A240 AND A24E. n PROPOSED STRIPING & MARKINGS 0 EXISTING SIGN TO REMAIN y 6* BIKE LANE PER eftfRANS SfO PLAN A200, DETAIL 39/39A. i Kg 110 I EXISTING SIGN TO BE REMOVED " p 9 13,/ _ p tpx 9���. /// R2-1(35)/R'26(S){CA) h PROPOSED SIGN s n �p�p 7j• / - ON BARRICADE) O SIGNALIZED INTERSECTION INSTALL 8" SOLID WHITE CHEVRON AT 25' SPACING AS SHOWN. / NS:FAH: 4" SOLID WINE LINE AS SI011ft • START AND END POINTS OF CURVE Es WaINSTALL 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD. PLAN A206, DETAIL 27B. ' TYPE III BARRICADE WITH SIGN .IO' 0 BD' 13C7' 0 SCALE IN FEET � BENCHMARK Underground Service Alert c DATE REVISIONS APPR. DATE 7MW R W Tut!-8fZW A FMWW FGw SEAL_� e� UNAUTHORIZED CHANGES: CITY E LAKE E L S I N O R E SHEET CI uACE#YIN 77#-APPWkWW7E COtA 7VA � Call- TOLL FREE ar Agaa%VVT ANo/Ow 07Y AAW S7A7£ � `, ^ 1pow ,Um a GMNW^040NO S OWAW-7W aw��x IA93E RAW MU,ter elf' AE5 OP[/W r RIP mKIDWpe® .S owva 70 7A9 [.t#S AAn A PERDipT Gw xsvEu 4]1 Mna i PHAN ® '� NAME &I a/IA II S m DWW AAW MIST a I AIP W er TRACT Na 2$214 f 227-2 600 �; �� f * 06/30 as * ! sr�fs;w c►n �� NT1E3itN1 At+O $1 PL.MI OF M7E.• //Di 0 E � A ,l�j SCALE i' 4G � �y� RADW 1ao pKN2KINc oArs BEFORE r O1G A19V SILO R.C.E. An 5W15 EXP. 6/3D/D9 �rf iRAf}lC �� �-"— L LfV�G S/RE 1 � 1/W VYIl� E SHEETS I s wh ft alb W. a7Y DVSW4!1W,, 07Y a''LAAF EL.SIRMF � c7asf° R.T.E NO 2219 Dr.MOO s/Q0/oe DATE 0e/2o/87 8TA. �1*t� TO 8TA 73+�i0 FR6�io (.J 1 SIGNING AND STRIPING GENERAL NOTES NEW SIGNS ON THIS SHEET A. SIGNING AND STRIPING SHALL GENERALLY CONFORM TO THE CURRENT CALIFORNIA DEPARTMENT OF TRANSPORTATION C30(CA) C30A(CA) R2-1(35) R26(S)(CA) 1110-3 MB-8 R3-5R Ri-1 (CALTRANS), STANDARD PLANS(CURRENT), STANDARD SPECIFICATIONS, CALIFORNIA MUTCD, CITY OF LAKE ELSINORE STANDARD PLANS, AND THE SPECIAL PROVISIONS. SPEED B. SIGNING SHALL CONFORM TO THE CURRENT CALTRANS STANDARD SPECIFICATIONS AND CALIFORNIA MUTCD. SIGN SIZE SHALL LANE SHOULDER LIMIT slal�lc TRUCK �"' STOP BE THE STANDARD SIZE NOTED IN THE SIGN SPECIFICATIONS UNLESS NOTED OTHERWISE ON THE PLAN. CLOSED CLOSED �35 "E O CROSSING ONLY C. SANDBLAST CONFLICTING EXISTING STRIPING. REMOVE RAISED-PAVEMENT MARKERS WHERE NECESSARY. < > D. ALL STRIPING AND MARKINGS SHALL BE THERMOPLASTIC.E. ALL SIGNS SHALL BE 3M DIAMOND GRADE OR BETTER. IP R2-1(35)/R26(S)(CA) FUT. R/W "I (ON BARRICADE) SC1(CA) $ .�� LAKE . R/W "STOP' 9 PROPOSED EX. R/W B & GUTTER . CURB & GUTTER STREET C30A(CA) Rt-1 4 9 "AHEAD" W3-3 C30A(CA) . R/W R3-51� tp D 8 IP R3-7R EX. EDP { (ON BARRICADE} ON BARRICADE) 16 (QII -- - - - _ - _ (ON BARRIC�) 4- - -EOP _ 8 6 1PR. TEMP Ac BERM ' �(0?! BCARRICADE) 500' _ O w p _ TO XWALK n - - - - - - _ - _+ E-, ------------- __ ------- -- _-- -- _. --- -_ __ -- —+ —. _-..-_-M-.--tf _s1-- --- -- - �r - - - - - �W Mco bt --- _ —— -- — W --- - - -- --- --- ----- -- {1 -- _ En C30A(CA) 4 IF c30A(cA)C30 (ON(BA) (ON BARRICADE) (ON BARRICADE) ON BARRICADE) C30A(CA(ON BARRICADE) FUT. RAISED MEDIAN IP ( (ON BARRICADE IP (ON BARRICADE) EX. R/W EX. EDP PR. LOP PR. CURB & GUTTER EX. R/W PR. R/W FUT. CURB & GUTTER FUT. R/W FUT. R/W FUT. CURB& GUTTER EX. R/W O EX. EDP 0 FUT. RAISED MEDIAN W8-6,C30A(CA) + . ..._ (ON BARRICADE) . w -- -- A o a b E. PR. EOP � m f EX. R/W E STRIPING 1 FUT. CURB & GUTTER o FUT. R/W �n m z m III z N SIGNING AND STRIPING PLAN INSTALLATION NOTES LEGEND W I���INSTALL TYPE IV (L) OR (R) ARROW MARKING PER CALTRANS STD PLAN A24A. _ EXISTING STRIPING & MARKINGS TO REMAIN g 'f ®REMOVE AND SALVAGE TO CITY YARD. INSTALL PAVEMENT LEGEND AS SHOWN! PER CALTRANS STD PLAN A24D AND A24E. - --_-__-- �mM - EXISTING STRIPING & MARKINGS TO BE REMOVED s IP +w►_ PROPOSED STRIPING &MARKINGS INSTALL SIGN (AS NOTED) PER CALTRANS STD. � 4 x EXISTING TO REMAIN UNLESS NeifD e:RIERWISE: Q. P EXISTING SIGN TO REMAINiNSfAt±4" sei,:&B MITE FINE Will :PfPE "6" RPM's AT-2s' e.e., 2" E)FFSEi:PRem LINE. NSTALL 4YPE "a'" RPM's PER GA6TRANG 6;9 P1=AN A208, DETA16 26. 'Y I^ EXISTING SON TO BE REMOVEDNSTAtt: 4* SKIP WHITE LANE HNE PER eAtfRAP49 STO PFAN A20A, BEfAII: 9. 1NSTA66 4* SOLID WHRE GIIEVRON AT 26' SPAG40IG AS SHOWN. � h PROPOSED SIGN a QINSTALL 4" DOUBLE YELLOW CENTER LINE PER CALTRANS STD PLAN A20A, DETAIL 22. 'c O m 4❑INSTALL 4' DOUBLE YELLOW MEDIAN STRIPING PER CALTRANS STD PLAN A206, DETAIL 29. INSTALL 4" SOLID WRITE RIGHT EOGEU SIGNALIZED INTERSECTION PER CALTRANS STD. PLAN A20B, DETAIL 278. � • START AND END POINTS OF CURVE ' INSTALL 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD PLAN A200, DETAIL 38. TYPE III BARRICADE WITH SIGN s0' p W. 7?O' � INSTALL 12' SOLID WHITE CROSSWALK OR UMIT LINE PER CALTRANS STD PLAN A24E. SG4LE iN FEET i BENCHMARK Underground Service Alert MAIW ANTE APPR. DATE P*Mr PLAN MW 8ZVp A7EWNW FtW SEAL UNAUTHORIZED CHANGES: camcuwcr»r7N 7w14094b1°,46N7E'CO/4%7xw °FESSI CITY OF LAKE E LS I N O R E sHELT Colt: TOLL FREE Lol L�AW A A9i aimC4,V W U sr� /> � v t AN4 a creels aeamm ifW,, e= uys +A'ERM7/T Gw Assume o__„eY. ,,.�,. PYAMS nu a12'm AiMf NAVP lasr Ar OY TRACT Na 2NU 12 MINI N'l NHAN m - P1iE1%W CM'flAW FLOW AiV 111E LWY A MM _ 227-2600 OF IV, cs.•G� d�.... — No. 2219 �" Ni YI�aT�f iVtT3 AND > TF�NQ PLAN40 a4m: L! Ol o7 Exo��8# .�Y�----�mpm � V 1�i - VW RAM (MME SHEETS TWO WORKNG DAYS BEFORE YOU DIG AZ7N O R.C.E. A42 5&915 FXP. 6/NO F SCALE 1"a�• o sr DO W/en CHEM F9 W. � cr» �[.NK£EtSNH0PE °� � R.T.E.MI 219 EXP. OATF e/JD/DB DATE 1e/20/07 STA. 44+00 TO STA. Si#00 • r I CONDUCTOR SCHEDULE CONSTRUCTION NOTES Q EQUIPMENT SCHEDULE p CONDUIT SIZE AND RUN FURNISH AND INSTALL ECONOLITE ASC/2S-2100 TS2 TYPE 2 SYSTEM CONTROLLER -- AWG SIZE O WITH FULLY WIRED 8-PHASE NEMA TS2 TYPE 2, "P" CABINET, EMERGENCY VEHICLE POLE DATA SIGNAL M.P.S. SIGNAL HEADS AND MOUNTINGS PET).PUSH BUTTON p 11 S.N S. OR L PHASE PRE-EMPTION SYSTEM, ITERIS VANTAGE EDGE 2 VIDEO DETECTION SYSTEM, AND NO. TYPE HEIGHT M-A- M.A. WATTS VEHICULAR M.A. SMAN TYPE PHASE QUAD. CABLE TYPE PROVIDE ANCILLARY EQUIPMENT AS NECESSARY FOR INTENDED OPERATION WITH 7]�� T //'�/ T {\'`/ __ r• MAS SP-1-CS B 03 S 10' 3' • Nichols Rd E BATTERY BACK-UP SYSTEM PER CITY SPECIAL PROVISIONS. �l CHI!lJ f...J R©AD A 61A-5-100 35' ®40' 15' - 2`s0 - - - Cc 14 CABLES A 02106,02P 03PPB 1 1 O B 15TS 30' - 15' 250 SV-1-T - SP-1-CS B 02 W 10' 3' - •• ••• - --- FURNISH AND INSTALL 120/240V TYPE III-CF SERVICE WITH 120V 50A METERED SIGNAL' 0 C 8 03 03P 02PPB 1 1 i CIRCUIT, 120V 15A I.I.S.N.S. CIRCUIT, AND SEPARATE METERED 120V 30A LIGHTING _ N 12 0 C 03P 02PPB 1 1 CIRCUIT. I C 29A-5-100 3g' - 15' 250 - - SP-i-CS B 02 W 10' 3' O NID01,02,o2�03PP8 1 - 1 I! ) LE61A-5-100 5T5 30' - 15' 250 SV-2-TA - SP-1-CS B 03 N 12' 3'U D 3 INSTALL 3"C. AND PULLROPE FROM SERVICE ENCLOSURE TO SERVICE POINT AS _C U01,02,06,06P 03PPB 1 2 2 1 DETERMINED BY LES SPEAKMAN OF CASTLE & COOK - (951) 285-5409. 3 65', 15' 250 _1 r•F=2i SP-i-CS B 03 N 17' 3' Nichols Rd CO3,03P 06PP8 5TS 30' - 15' 250 SV-1-T - SP-1-CS B 06(FUT) E 14R 3o3,03P 06PPB i 1 1 1 1 4 INSTALL NEW ITERIS VANTAGE EDGE 2 CAMERAS ON LUMINAIRE MAST ARM.R02,06,06P 03PPB 1 1 1 1 1 1 a INSTALL TRAFFIC SIGNAL MAST MOUNTED SIGN AS NOTED PER CALTRANS STANDARD r I -5-100 35' 55' 15' 250 SV-1-T F3 M�pS, Sp-1-CSB06(FUT) E13 3' + Lake St TOTAL CABLES - 12 CON / 3 CON 1 1 2 PLAN ES-7N (DETAIL "U"). i �1 5TS 30' - 15' 250 SV-2-TA - SP-1-CS B 03 S 16' 3 - 16 SIGNAL SERVICE - - - - - - - - y 10 LUMINAIRES 2 2 2 2 2 2 2 _ © INSTALL 3M OpT'fCOIA DETECTOR MODEL 721 OR 722 ON SIGNAL MAST ARM. SEE -_.j„ i I ) ALL EQUIPMENT IS NEW UNLESS 01H£RN15E NOTED • - CITY LOGO DETAIL A'. EXACT POLE LOCATION DETERMINED BY ENGINEER IN THE FIELD. POTHOLE POLE 12 IISNS 2 2 1 2 - 2 1 2 1 2 1 - I - FOUNDA11ON LOCATIONS PRIOR TO INSTALLING POLES. ECONOLITE CABLE 1 t i - 1 1 1 2 3 Q PROVIDE AND CAP TENON FOR FUTURE USE. CS-CLAM SHELL MOUNT AS SHOWN IN 1992 CALTRANS STD. PLAN ES-3B. AUTOSCOPE - - - - - - - - 8� INSTALL SURFACE MOUNT WEATHERPROOF ALUMINUM NEMA TYPE 3R ENCLOSURE ON � � �._i ***- MOUNT AT 17 HEIGHT. TOTAL 1 1 1 - 1 1 2 3 THE SIDE OF THE CONTROLLER CABINET FOR TELEPHONE INTERFACE ACCESS PER -� n- PROVIDE ALL NECESSARY MODIFICATIONS TO ACCOMODATE SHORTER MAST ARM. m _ _ _ _ _ _ 2 DETAIL"B". MINIMUM ENCLOSURE DIMENSIONS SHALL BE 11"X11"X4" WITH 3/4" I-1 02 - PLYWOOD BACKBOARD. ! I I NEW 2"C., 12PRIf22 SIC WITH /5P8 EVERY t350' 1 `03 - 2 2 - - - - 2 - ,i II TO ALBERHILL RANCH RD CONTROLLER TYPE DLCB. 2 2 2 2 2 PR. CURB &GUTTER �� - - � �-. (APPROX. 1700') INTERIM SIGNAL PHASE DIAGRAM TOTAL - 2 2 2 2 2 2 6 3M MODEL 138 EVPE - - - - 1 1 3 3 PR. R/W �'>.D' 12' 1 �...-1 PR. R/W — ` OR I 12' 11' EX. CURB & GUTTER ! } PERCENT FILL 76) 129. 13% t 7% 1 1% 139L 19R 14% 237 -- /'� 28' t I ! < CIE 0s1[ GY pF Ag 13' � � � NEW 2"C., 2 DLC (FUT.) NOT SED cur a"rp n PULL ROPE 1 1 1 1 1 1 t 1 O (APPROX. 300' TO XWALK) ,II �I EX. LAKE STREET TO BE ABANDONED /�y 12PR 22 SIC - - - - - - - - CONDUIT SIZES INCHES 3" 4" 4" 3" 4" 4" -4 -4 I { ALL CONDUIT AND CONDUCTORS ARE NEW. MAST ARM MAST ARM MOUNTING i r''�'I NOT SED NOT SED NOT SED" = FUTURE USE CLAMP(PEUCO NO. e AB OR EOOAL) I N � ' NEW 2"C., 12PR,#22 SIC(FUT.) , 08 3M_OPTICOM MODAL 7211Z22 I �I DETAIL "A f _ POE LfYr MON DET'�t1L LAKE i NO SCIALE EMERGENCY VEHICLE PRE-EMPTIIJN - j C 3 2 NEW 2'C., 2I10,2I12 [ y� DETECTOR ASSEMDLY i - \/ -� NEW 2"c., 2,�6 NO SCALE PR. CURB & GUTTER O 1 0 Is # PR. R/W A 1 FLIT. R/W �\ NEW 3"C., 2-12PRy22 SIC 1 FUT. CURB & GUTTER �-"""" — & 2 DEC(FUT.) D PR. CURB & GUTTER 6 PR. R/W NEW 2"C., 12PRI122 SIC & 2 DL ( ) HEW 2"C 12PR,22 SIC 1MTH /5P8 EVERY t350' 2 - - TO ALBSR HILL RANCH RD CONTROLLER - - -- MOUNT AT 1T HEIGHT (ApPROX. 3100') - -- - - +...�_� 4 02 —*" IOU . .._.. _._ -GUTTER'""^.....:,",:,� & CURB 5 R3-18 M 02 2-02 01 65 ,. R73-5(CA) 5 - 1+ _ 021I - FUT. RAISED MEDIAN '^ 2-46 06 FUT. RAISED M€DXAN X-WALK ,-Or, TO n 01+06 4 e o 4 r3 7 02 -'-- - Z, EW 3"C., 12PR/22 SIC (FUT.) 03 03 -Y 03 NEW 2 C., 12PR1(N22 SIC (FUT.} PR. R/W NEW 2"C., 2 DLC (FUT.) 03 PR. CURB & GUTTER t f'1 - - NEW 2'C., 12PRg22 SIC (FUT) WITH I15PB EVERY t350' E MOUNT AT 1T HEIGHT _ GENERAL_ NOTES TO TEMESCAL CANYON RD CtM7TROL 0 LER (APPROX. 6400') 4 6 FUT.T. RAMP RAMP 06P'(FUT.) O R73-2(CA) 5 ' i� 6 FUT. RAMP PR. R/W - ..... 1. TRAFFIC SIGNAL WORK SHALL CONFORM TO THE PROVISIONS OF SECTION 86 OF THE I i PR. CURB & GUTTER �"`�`-',�` �6 MOST CURRENT STANDARD SPECIFICATIONS. THE STANDARD PLANS: BOTH PUBLISHED BY NEMA 3R - CALTRANS, APPLICABLE CITY OF LAKE ELSINORE'S SPECIAL REVISIONS. ENCLOSURE FUT. R/W j ------_- UNDERGROUND STRUCTURES 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL 1.5"C. THROUGH CUR B RB & GUTTER DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITION ON THE JOB SITE. HAND CABINET WALLi I; I ALL UNDERGROUND UII.I'DES q7 STRUCTURES REPORTED BY THE OWNER OR OTHERS AND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALET THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION PR. CURB & GUTTER E 800 227-2600. NEMA 3R ! AND EXTENT. THE OWNER BE ACCEPTING THESE PLANS OR PROt IG WITH mPRQWEMENTS PR. R/W ) , ( ) ABINE CABINET I PURSUANT THERETO AGIRM TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR - ENCLOSURE � 4 3. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 1.5"C. THROUGH ANY DAMOES RESULTING FROM THE EXISTENCE OF UNDERGOUND UTILITIES OR STRUCTURES NOT CABINET WALL REPORTED TO THE lNi NOT IiCATED ON THE PUBLIC RECORDS EXAMIPED THE a 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT UTITUES OR 2" C. W/PULLROPE TO I STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL 5. ALL VEHICLE INDICATIONS SHALL BE 12" WITH FULL CIRCLE VISORS, PULLBOXES SHALL BE TELEPHONE SERVICE I BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR � NO. 6 AND CONDUIT SHALL BE 2" RIGID METAIL EXCEPT AS SHOWN. ALL SIGNAL HEADS POINT. CONTRACTOR TO I STRUCTURES CONCERNED BEFORE STARTING WORK. AND HARDWARE SHALL BE METAL. ALL RED, YELLOW, GREEN & PEDESTRIAN (HAND, OBTAIN SERVICE PANT FLASHING HAND, WALKING PED) INDICATIONS SHALL BE LED. LOCATION FROM TEL. CO. FUT. R/W ,? 6.EXACT POLE LOCATION SHALL BE DETERMINED BY ENGINEER IN THE FIELD AND SHALL BE : FUT. CURB & GUTTER yp• 0 gp' 4p, dr, POTHOLED PRIOR TO INSTALLATION. DETAL +B+ -- T 1! 4 7. ALL NEW SIGNS SHALL BE 3M DIAMOND GRADE OR EQUIVALENT. NO SCALE SCAL:€11V FEET SENCHMAW Underground Service Alert MARK DATE REVIISIGINS APPR. DATE 7AE3W pLW MK_BEER,UPJET*WW RW SEA. "WAIIIIIIIIII't UNAUTHORIZED CHANGES: caACE�7WAPPAOAY47Ecnw � CITY OF LAKE ELSINORE SNEET 0227-2600 — uIN: TOLL FREE !4�QE14Za /EVr AWIOY 07Y AAV STATE tPoeMssrap*r t�(7tYI N uw A t Ai4 SNt?>03Is CWMVL-)W aWWMV'A VI MAW AOc Arn Af LAM3i AAV A PEFAdr CAN BE K5Z$f . .�r�a �yF Fyc +..++.� ^ M++� A93FOOMr we LOW/AP 4ORM42SW CdNMtY3')V MEW �p��/� x &o,lug 36 2005 " RAA& ALL 6a1VIMt 'YO PWW ft4 /ISM AF AY I MC 1 Na rr....ro..or w.w A EPAWP QI`7h�ACAS'AW)W*7Y AA101 t p 1-800 6'3t1 m, «-- M'EM '�A11"C 91(�111t. MTALLA" VILM Q mN� IL�O17 * �1 nw�a- SCALE t,, OF �f a /.,, �r„�., LAKE STFMT AT W OLS ISOSA TWO WORKING DAYS 13EFORE YOU DIG AV StTA"o RC.E. /W W. 54W7S ENR 81-VICS 'hF'�pu M.KNW L I>�W. ONIiRN W. CHOOKIC or: arY L7W04FM l.Y7Y a-LAKE LT..S waw R.C.E.N O SIM t CEP. DAT�I�/Q➢ OATS t10Ji3/b7 F No; �_'g %7 1 CONSTRUCTION SIGNS ON THIS SHEET ONLY WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES POSTED SPEED — 45 MPH EXPECTED DURATION: WORKING DAYS G20-2 W20-1 W21-5(RT) MR-5A(25) 0►11-3 EXISTING TO REMAIN UNLESS NOTED OTHERWISE. • END PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, ROAD WORK ROAD RIGHT 2g MpI{ CONES, SIGN, FLASHING ARROW SIGN, OR HIGH LEVEL WARNING DEVICE AS NOTED. i WORK SHOULDER SPEED ZONE S NOTED. WORK AHEAD <> COVER EXISTING SIGN AS NOTED. AHEAD C17(25)(CA) C17(35XCA) R14-1 INSTALL CHANGEABLE MESSAGE SIGN (CMS). COORDINATE WITH EDWARD BASUBAS - ROW WORK ADD M11R1( TRUCK w1 CITY TRAFFIC ENGINEER AT(951)674-3124 FOR EXACT LOCATION AND WORDING. i 2 5 3 5 ROUTE G20-2 1 550• ... _ 550 200' iv @ FfR s ��� i 1-3 ` ^N (} ...... G17(35)(CA) - ---- ---. _ __ FUT R W3-5A(25).R74-1 1 " _ `--`�„�-�_ . .. ... 1 OM1-3 EXT.RC/CURB &GUTTER W21-5(RT)/ 1 C17(25)(GA) 1 C17(25�)((CA - _ - _ EX. EDP 20' O.C. (TYP.) 1 ... DELINEATORS WI-2•(35) E 17(25)(CA) 0 BE RELOCATED (COVER #35 ONLY) 3 10, O.C. (TYP.) 1 - _,� � � �p� - Y OTHERS tJ l��.Cs 1 OM 1-3 1 -3 -.. _. ..... ........ ..... ....... - __ ....._.. DE - _ - 1-3 - - LINEATf7RS `` --- _ _.... � :::. -.. - - - _ - __ _ _ y N — X. EDP 1 D7(25)(CA) 1 OM 2 1(4$) --- --- - - - - r 10 11 FUT. R/WJ EX. EDP PR. AC BERM •. _ '� FUT. CURB Qc GUTTER `� - , t 1 20' D.C. (TYP.) EX. EOP E STRIPING # - DELINEATORS f FUT. R/W rit FUT. CURB &GUTTER k3 i PR. AC BERM X 4 1 . �., Kam' FUT. RAISED MEDIAN *:.- PR. CURB & GUTTER ` '4 - `�'b rs n WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES LEGEND V��V 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, LATEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. ® FLASHING ARROW SIGN (FRS) •. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD - _ G- a CHANGEABLE MESSAGE SIGN CMS .- v 9 PLAN A-20, DETAILS ® (CMS) 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. Y HIGH LEVEL WARNING DEVICE 4. FLASHING YELLOW BEACONS, TYPE "8", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA P EXISTING SIGN TO REMAM OVERNIGHT. M NEW SIGN 5. ALL SIGNS SHALL 8E REFLECTORIZEO AND STANDARD SIZE. 6-^ EXISTING STREET LIGHT � - 6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 36" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT 0-d INSTALL SIGN ON EXISTING STREET LIGHT i ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL TYPE II BARRICADE WITH SIGN INCLUDE A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. TYPE III BARRICADE WITH SIGN � 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND ffi PORTABLE DELINEATOR/CONE/SURFACE SAFETY OF TRAFFIC DURING CONSTRUCTION. • MOUNTED CHANNELIZER V 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. CONSTRUCTION WORK ZONE ggg 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING LANE CLOSURE PROPERTY OWNERS 10. AD0111ONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REWIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE - �- EXISTING STRIPING h MARKINGS TO REMAIN 2 m FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. -'�'- -" EXISTING STRIPING & MARKINGS TO BE REMOVED 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. 2 $ PROPOSED STRIPING 8c MARKINGS $ ,® 12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. a,z 13. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS REMOVE BARRICADES ETC. FROM TRAVEL LANE. X I SEE NOTE #11. 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. 15. ALL CONFLICTING LIDS, EXISTING CURB PANT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD o PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. 16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIRECTION SIGNS SHALL BE PLACED TO DIRECT TRAFFIC FROM THE CLOSER r? DRIVEWAY TO THE OPEN ONE. SGIL£/N AZ27 � BENCHMARK Underground Service Alert MIRK DATE TE fft-W MW M*V SaN AFWE71EU F6W SEAL plll� UNAUTHORIZED CHANGES: COAV #"N 7W AR)lA0WA7E COAPWAfS OFES.V CITY OF LAKE E L S I N O R E SHEET QD227-2600 all: TOLL FREE OF DE1 EZOP.MEIVZ'A&VIOR MY AAm.STATE �4� lam=LAW A Gunfr^B1Fl�s cam-nt"E Ic ff6W gwrs MU AVr AW tAlk$ AAA A A'f7PAHl CW BE 657/ED +S acnao.�wwc r csdre. roc RES BIE Av/I1�F RAP[iW bsNt3�5')b MO ♦yam .,..,•... ..++..m,.. RAi6. All A� 40 7D AI w Abw msrdrA94i om or � NO 1' 1-800 09Wft4WAW Neo7rCVMWe WOW ZONE TRAFM CON :ML PLAN i - DB 30 r8 ' Aset»11 tFs owmavcr � �y� L1F 9 lAl7E f1 27 �, .- ��� SCN.E 1"a/0' SHEETS QL TM WOMM DAYS BEFORE YOU ING A21V_1L1N O R.C.E AO. 5MY5 EXP. 4/310/W irF YNN T. �a.� - /TA/� L W - II W r V WIY17 CY�M - 1"f ' I � a®Io1�sn o7r EAK.mm arr a-LAKE amow °F `� R.T.E. No Al EXP. DATE VMAS DATE on/�/m 3TA. 7'3+$0 TO STA 88+00 F NO i • 1 s° CONSTRUCTION SIGNS ON THIS SHEET ONLY WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES POSTED SPEED — 45 MPH aEXISTING TO REMAIN UNLESS NOTED OTHERWISE. EXPECTED DURATION: WORKING DAYS "(2'�°A� ..._ ppj)�( 1�PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, % CONES, SIGN, FLASHING ARROW SIGN, OR HIGH LEVEL WARNING DEVICE AS NOTED. 25 PROPOSED i L,REMOVE EXISTING SIGN, STRIPING, AND/OR PAVEMENT MARKING AS NOTED. PR. R/W NICHOLS ROAD v 1 I PR. CURB & GUTTER - ,` ++ ®PAINT TEMPORARY STRIPING AND/OR PAVEMENT MARKINGS AS SHOWN. COGROINA4 OVA4 DETAIL 278 1 I 4 DETAIL 276 1 , 4 DETAIL 22 ,N €X. EDP WI-2a(35) E , 1�PR. R/W PR. R/W 2 E Wi-6 E Wt-8 E W7-8 LAKE' 4 DETAIL 22 EX. R/W \ �` F72. CURB GUTTER PR. CURB & GUTTER _ `+ 1 C17(25)(CA) EX. R/W STR Ej EX. EDP E Wt-8 _ - - - - - EX. EDP 0 EX W1-8 E --- ---- - _ '°-- 15 ' TAP R ®37.5,1 h __- _..._ ...-- -- - ____. .... __-_ .._.. - .- - - N a If W1-8 E // 10' O.C. (TYP.) 1 2 ... ..._ - - E4 } OM 1 )( ) - x-. ,>K 1 ClC17 CA 25 DELINEATORS - ---' �'- INSTALL CRASH CUSHIONS W1-8 E ARRAY'TS14' €X. EOP �� `; �•.^ ,� "'�. EX. EOP INSTALL TEMPORARY RAILING E STRIPING 2 TYPE K AS SHOWN - a PR. R/W ZI PR. CURB & GUTTER / N I f WI-6 E _ r � -r ys• EX. EOP Z � V) / X � EX. R/W - w W7-8 E / - - - - PR.CURB & GUTTER / LL 1R. R/W / FUT. CURB & GUTTER -< -• PR. R/W PR. EOPFLIT. RAMP 77 - � / -r �. „ PR. AC BERM FUT. CURB &GUTTER W1-8 ELPL _�„ \___- -'-FUT. R/W � ) t FUT. RAMP �^�•� ROA� --BAY, .,,T`' ' FUT. CURB &UGUT7 ,. O�� I T. WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES I Y� y PR. CURB & GUTTER 1. ALL WOK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, - ' PR. R/W LATEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. J 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICA110NS, INCLUDIIG STANDARD rn 1 PLAN A-20, DETAILS. - / 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. - i r i 4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA m I _ OVERNIGHT. I 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. a 6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 36" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT +r ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL b `-�C17(25)(CA) �fT r / INCLUDE A 12'HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. - y o z%r LEGEND 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND t _ Z� SAFETY OF TRAFFIC DURING CONSTRUCTION. / x, FLASHING ARROW SIGN (FAS) B. ON CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING •, 7 x , r CHANGEABLE MESSAGE SIGN (CMS) s I 9, CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING r PROPERTY OWNERS.y I t / I HIGH LEVEL WARNING DEVICE $ 10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE p EXISTING SIGN TO REMAIN FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLICAT ALL TIMES DURING CONSTRUCTION. I >t �•� / ► NEW SIGN 11, EXACT LOCATION AND TYPE OF CONSTRUC71ON SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. v �/,i • / �-° EXISTING STREET LIGHT e INSTALL SIGN ON EXISTING SIRE€T LIGHT 72. NO LANE CLOSURES WILL 8E PERMITTED BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. r q i TYPE II BARRICADE WITH SIGN 13. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. g '�,��,�• ' "t TYPE III BARRICADE WITH SVGA! SEE NOTE /11. i i# s1�• - `+� - / • PORTABLE DELINEATOR/CONE/SURFACE 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. ^��• y `, / MOUNTED CHANNELIZER . 15. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD CONSTRUCTION WORK ZONE PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT �; •/ IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. �"� " �"• LANE CLOSURE 3 3 / 16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIRECTION SIGNS SHALL BE: PLACED TO DIRECT TRAFFIC FROM THE CLOSED O��Xir EXISTING STRIPING & MARKINGS TO REMAIN DRIVEWAY TO THE OPEN ONE. EXISTING STRIPING& MARKINGS TO BE REMOVED I ,'•�'/ -► PROPOSED STRIPING &MARKINGS 40' 0 f0' Im, � SERGE NV fEZT BDCHkVM Underground Service Alert MARK ME Room 1APM.]DATE THEM£PLAN H4W HZZ7r RE]FINW AC* SEAL rm�•e UNAUTHORIZED (HMG : LHAC£NIBS'THE APPR04HINIr 11 {6 OFEsSY CITY OF LAKE E L S I N O R E SHEET G AAA tb Coll: TOLL FREE OF AE1fZA*A/EHT ANlI/GR C/I)AAYl SJ NIA MM9O'LAW&GR MI a"m avllma L_/x a arAm?RNJ9~"mr RAMS'Alit wr er ♦� LAI{m AAA A PERArIT CW BE bSAO • •�� RAW W t/SS11E RJr L#99004=CAIGN 4 V VAMF 15 PHANo s..".........�,,..�o,s AtN/S4aES TIEM'AL4W Mbr&' M6 O I' TRACT AC 1 NO. 282 R 1-800 W0F*( ZONE TRAFFIC CONTROL PLAN W227-2600 �- +4 Lm Iz�ro�� o. �t sr vHmav a SCALE1•_ LW SLIT - TW CM ' � � I _ IRwm �. l/ As c L v/off A Two WORKM GAYS SEMRE YOU MG cYlr aucAVEf1e LYTY cM LAA1` EISJiMa4E e CA�� R.T.E. No rVY4 DIP. DATE a/ DATE oi/ /8i STA. 8i+W TO STA. 73+5V IL No o®lalm tm 0ftVm ft. tom®or: _ {II WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES I POSTED SPEED - 45 MPH CONSTRUCTION SIGNS ON THIS SHEET ONLY EXPECTED DURATION: _ WORKING DAYS G20-2 C17(25XCA) C17(35XCA) 0"4-1 w20-1 W21-5(LT) W3-5A(25) LOEXISTING TO REMAIN UNLESS NOTED OTHERWISE. RmDMDIri( AGIDMAAC TRUCK .-.PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELI2ER, PORTABLE DELINEATOR, END m IOW 3151 ROUTE CONES, SIGN, FLASHING ARROW SIGN, OR HIGH LEVEL WARNING DEVICE AS NOTED. ROAD WORK 2 5 3 5 ROAD LEFT 25 MPH Q REMOVE EXISTING SIGN, STRIPING, AND/OR PAVEMENT MARKING AS NOTED. WORK SHOULDER SPEED ZONE } WORK AHEAD { PAINT TEMPORARY STRIPING AND/OR PAVEMENT MARKINGS AS MOWN. I INSTALL CHANGEABLE MESSAGE SIGN (CMS). COORDINATE WITH EDWARD BASUBAS - CITY TRAFFIC ENGINEER AT(951)674-3124 FOR EXACT LOCATION AND WORDING. I I mo� a PR. R/W FUT. R/W I TT 4 DETAIL 278 PR. CURB &GUTTER FUT. CURB &GUTTER 1 C17(25)(CA) E SC15(GA) E 1 C17(25xCA) 2 4 DETAIL 22 EX. R/W PROPOS�'D Ex. R/W EX. EDP 1 17(25)(CA) DDY PR. AC BERM STREET OEX. EOP FLIT. RAISED MEDIAN --- -- -- -- — --- --- O p) - - - - - r- -. ..... ____ __ ._. to O it Ey -_- -- �- --- _ - �j_____ bt _- _ __. -: _ - __ ___ __ _ 02 rn - r — y r �.x En Er W INSTALL TEMPORARY RAILING EX. R/W S PR_ NEW PAVEMENT R. NEW TEMP. PAVEMENT v TYPE K AS SHOWN PR. CURB & GUTTER PR. R/W I 4 550' 550, 550' I N� FLIT. R/W FUT. CURB & GUTTER 275' v LAKE 4 TAH_27B EX. R/W eraZt r�1T W3=-5A(25) 1 ---/— - ...... FUT. RAISED MEDIAN 2 EX. EDP 4-1,C17(25)(CA) 1 W20-1, 4 DETAIL 22 W( )(LA) ( A) 1 Ch -- _ C17 2: C C17(3S)(C 0 ......... WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES LEGEND 1. ALL WORK AND MATERIALS SHALL COMPLY PITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, LATEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. FLASHING ARROW SIGN (FAS) 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD CHANGEABLE MESSAGE SIGN (CMS) W - $ PLAN A-20, DETAILS. ___ _ - -- - - w S - 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. r _ - - -- -- ------------ 4. - - -- - - - Y HIGH LEVEL WARNING DEVICE ',� --- - _ _ FLASHING YELLOW BEACONS, TYPE W. SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE 1I BARRICADES GUARDING THE WORK AREA 0 EXISTING SIGN TO REMAIN OVERNIGHT. ► NEW SIGN - -- - - I }- 0' TAP v 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. [-_ EXISTING STREET LIGHT V W L AND CONES SHALL BE 36= MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT �� INSTALL SIGN ON EXISTING STREET LIGHT - --- - - -= - --- -- _ 6. ALL TUBULAR DELINEATORS - ........_ _ ....._ - -ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL _ -- _-- - TYPE II BARRICADE WI1H SIGN -_.............--- -- "- - -_-- --. INCLUDE A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. ✓- INSTALL TEMPORARY RAILING _ -...-......._.. _ -- -- - o § TYPE III BARRICADE WITH SIGN PR. AC BERM fX. R/W LL 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND TYPE K AS SHOWN 10' O.C. (TYP.) z SAFETY TRAFFIC DURING CONSTRUCTION. • PORTABLE DELINEATOR/CONE/SURFACE FUT. CURB & GUTTER 1 G20-2 1 MOUNTED CHANNELIZER FUT. R/W DELINEATORS 6-6 oar STRIPING E T I 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTI0IN WIOftK ZONE N;h; CONSTRUCTION. gg x 9 9, CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING LANE CLOSURE < ! a ai_ o � � PROPERTY OWNERS. .�_ EXISTING STRIPING& MARKINGS TO REMAIN 10 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. "' EXISTING STRIPING&MARKINGS TO BE REMOVED 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. i4l._ PROPOSED STRIPING &MARKINGS s 12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. I n 13. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. s t SEE NOTE #11. ! 14, REMOVE OR TURN SIGNS DURING NON-WORK HOURS. G 15. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT - IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. 1 7?O' '" E a 16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIRECTION SIGNS SHALL BE PLACED TO DIRECT TRAFFIC FROM THE CLOSED DRIVEWAY TO THE OPEN ONE. SZ^AZE/1V FEET BENICHMARK Underground Service Alert MARK DATE REVISKM APPIL DATE I 7AE3'E PUN H4W AaW AETtIP D FGi4 SEAL UNAUTHORIZED CHANGES: C00L ,EI„)W 7E 1f6� CITY OF LAKE ELSINORE SHEET can: TOLL FREE a-MMORM£11r ANO/AP C/7Y AAYJ STATE A`� lNK3D1T UWv a ammm.Roam A93F4%-7W crawKE Ala MINIfl CHIR OV RM A is a�llserc ov�me rwwmosan aawlts m»�' iA)M ANO A PDMT GIN Of S=ED. ° R.aa AU m r�sF�rrnr Ar AAA MW BY TRACT N0. .�F4 16 PHW __ ,4eOMW 01 Ar AL4W AID AF 07Y 011IME e W1-800r�cc ,e�/ N�. 22190FC ' ' •"':.".- 11N,CJW ZOW ITtAFM OONTWX PLAN 1 227-GV©0 !s. �____.�- 4N7E Tt�ro�o] �6p. C...=L- • p 1" �0 LW � � W iM' 19 sHEmi TWO WORKING DAYS BEFORE YOU DIG Aa N S (/.W'I�o R.GE. M0. 5MI5 EVP 4/310/tV F of cA��° ' 'T. DATE oo/m/07 STA. 43+W TO STA. 6*100 OElIA!®!Y: 6111MM WA W. E7rfG9Y£ER, Q7Y ill LAKE 9r,aW R.T.E NO a_ 2Y+ EXP. DQE fdM0 0 EZ 64 o7 I I POSTED SPEED 45 MPH CONSTRUCTION SIGNS ON THIS SHEET ONLY WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES — EXPECTED DURATION: _ WORKING DAYS G20-2 W20-1 W21-5 R11-2 I END ROAD ROAD Ij PLACE DR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, ROAD WORK CLOSED CONES, SIGN, FLASHING ARROW SIGN, OR HIGH LEVEL WARNING DEVICE AS NOTED. WORK SHOULDER ®REMOVE EXISTING SIGN, STRIPING, AND/OR PAVEMENT MARKING AS NOTED. WORK EAD COVER EXISTING SIGN AS NOTED. Znt C17(25)(CA) R26(S 01111-3 O-3R W3-5A(35) PAINT TEMPORARY STRIPING AND/OR PAVEMENT MARKINGS AS SHOWN. N a INSTALL CHANGEABLE MESSAGE SIGN (CMS). COORDINATE WITH EDWARD BASUBAS - uir 25 AWfi CITY TRAFFIC ENGINEER AT(951)674-3124 FOR EXACT LOCATION AND WORDING. 70 y 5 1 SPEED ZOlM AHEAD SgO, 4 ®550. R14-1 32 STRIPING E ?�5• 550, ROUTE 100. n a R 1 G20-2 �! 1 OM1-3 '... - UT. R/W 5, W 5)(CA ry `'�\ _. C17(35)(CA) �. p FLIT. CURB & GUTTER - W21- 5/ `-- W3-SA(25} 1 C77(25)(CA�-1 -_.� -- EX EDP W 4 DETAIL 27B 10'-0 C (TYP) 1 DETAIL 276n - —��„� --. ,. 4 DETAIL 22 DELINEATORS NEATES YP.) T OM-3R 1 1 R26(S)(CA) INSTALL TEMPORARY CRASH CUSHION `•�� ..� ._... _PER_ARffA.Y.'TS14.--_-.__ _....__. ..._._ xr �\ - -- _ 1 R11-2 - . ........ .. ........... ... ... _. --__ -- - _ 2 Rio-t - _--Wl-2o 3M} --- - - _- '----+_, _. ' -___ - _ ABANDON EXISTING STREET �Y (ON BSTREET fEX EDP-ARRICADE)IP ��-__.`l _ _ "'-��U-a=a- _•x ---- — `�:::: _ .._. _.. __.__ ___ ___.-.. - - - - - - -- -- -- -- --' x =x=x: x PR. EDP (TEMPORARY FOR CONSTRUC11Oi) __- -=,,,,�"a".axxxx._-xa==_-�_-_ a� --- - -- -- zzxexx-_aoa x_az¢zss_:azx a-aas_zazazz__- -" _zazaxz= INSTALL TEMPORARY RAILING - ---._._ _ -_ --_.� -_�,. ---- _. _-_ _s__r_ -- TYPE K AS�IdWN �- - � --- -. _---------'- --'------------- UT. CURB& GUTTER ._� _- -. .- ._. -- "- �`� ....\ 1 17(25)(CA UT. R/W26(S)(CA) 4 ETAIL 27B - - - - R26(S}(CA) 1 ^^, a \ EX. EDP E m 10' O.C. (TYP.) \ �.:r- EX. R/W " � ` \DELINEATORS ` � _.... ... �,. �O �•� ` _. .. UT CURB �FUT R/W X ... & GUTTER o DETAIL 22 4 ,..;� '`'c �PR. AC BERM c _ DETAIL 27B 4 �:, 4 TAIL 272 ���OT o n C17(25#CA)/ 1 �..._ .. 0 R26(S)(CA) \ �.. PR. CURB &GUTTER WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES LEGEND PR. R/W 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES. LATEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. FLASHING ARROW SIGN (FAS) 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD V� o PLAN A-20, DETAILS. IJ CHANGEABLE MESSAGE SIGN (CMS) 35' O.C. (TYP.) 1 \•' \ _ 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. DELINEATORS Y HIGH LEVEL WARNING DEVICE DETAIL 22 4 4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA 11 EXISTING SIGN TO REMAIN OVERNIGHT. K NEW SIGN DETAIL 27B 4 i 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. >}-^ EXISTING STREET LIGHT ��•� �� 6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 36" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT M- INSTALL SIGN ON EXISTING STREET LIGHT 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. TYPE It BARRICADE WITH SIGN TYPE III BARRICADE WITH SIGN 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND _PORTABLE DELINEATOR/CONE/SURFACE 2 SAFETY OF TRAFFIC DURING CONSTRUCTION. MOUNTED CHANNELIZER I 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. CONSTRUCTION WORK ZONE s 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING LANE CLOSURE I E PROPERTY OWNERS. _91 EXISTING STRIPING & MARKINGS TO REMAIN 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. '�" " EXISTING STRIPING & MARKINGS TO BE REMOVED - - 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED 8Y THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS _ �►_ PROPOSED STRIPING & MARKINGS a & 12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. 2 `3 13. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. SEE NOTE #11. 5 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. 15. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD e PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT v IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. 40, a • 1. 16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIRECTION SIGNS SHALL BE PLACED TO DIRECT TRAFFIC FROM THE CLOSED DRIVEWAY TO THE OPEN ONE. SG4LE tN BENCHMARK Underground Service Alert MAW DATE RL APPR.DATE 7AESE pZ W MW gory�SAP SEAL r�Im UNAUTHORIZED CHANGES: CL"1t "ACE WW ThIE AP A%47E COAW AY66' _OFaS1 �. CITY OF LAKE E LS I N O R E SHEET Call: TOLL FREE OF AFMOWUEW AAIO/OW LWY AAt7 S A?E ��6 V � tlBlJ01G IMM t Biti�t5 LAMS, AAO A PIJ411//T CAN 6E-L55!/Etl. C •••�� .,..c.o.c-«ems 9IM-aT 414WX Rw 1#^4Me�a aMMY rn 09ME1 �„•,,. •,_m,• AM& AB rn�MAW roar ME Amen er TRACT Na 282M 17 qq 1-800 —! '—" o� .,,�.,:,r— w. � AAABA1G Orr WORK ZONE TRAFFIC CONTRM RAN 1 / No. 2{219 227-2600 , /{ L347E P1 oa * Env /ad a # �cr �y� �/y ��y� ��{ �y 7,,U� _ SCALE t•-a' L.w - 7 17lIDUSON - fTYLa�: SHEETS ! TWO WORKING DAYS BEFORE YOU OIG ADV O RC-1 An 56YI5 EXP. 6/30/a9 off 71�FFIC �e NON T' BesleKen ec 9wNlrg er dn1�or air a-44OW S-gWOW OF G� P-m NO 2219 t*. DATc "_.1 B DATE °°/20/0/ STA. 73'+80 TO STA" 88+00 2 8 3 CONSTRUCTION SIGNS ON THIS SHEET ONLY WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES POSTED SPEED 45 MPH C17(25XCA) R11-2 R20(SXCA) OMI-3 W11-7 DEXISTING TO REMAIN UNLESS NOTED OTHERWSE. PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, EXPECTED DURATION: WORKING DAYS wx M CONES, SIGN, FLASHING ARROW SIGN, OR HIGH LEVEL WARNING DEVICE AS NOTED. MDW I 25 cL ROsAD PROPOSWOD REMOVE EXISTING SIGN AND/OR PAVEMENT MARKING AS NOTED. I �A gMA. NICHOLS 0" -Tak- PR. R/W PAINT TEMPORARY STRIPING AND/OR PAVEMENT MARKINGS AS SHOWN, PR. CURB &GUTTER INSTALL CHANGEABLE MESSAGE SIGN (CMS). COORDINATE WITH EDWARD HASUBAS - CITY TRAFFIC ENGINEER AT(951)674-3124 FOR EXACT LOCATION AND WORDING. PIR, R/W EX R/W 17(25)(CA)/ LAKE (EXTS TINC) f-MDETAIL 2713 EX. R/W W1-2a(35) PR. CURB & GUTTER EX'* EDP R26(S)(CA) X. EOP 10' O.C. (TYP.) E wi-a W1_8 W1 STREET PR R/W DELINEATORS 0 E wi-s PR CURB &GUTTER EX. R/W 7#- 35' C. (TYP.) EX, EOP 4 DETAIL 278 DELINEATORS ------ q0 C14 -------------- WI-8 E ...... ----------------- ------------a-, --------------- ------------ EX. I U4EX- Win. x W1_8 FE 2/OW-3 E" A ABANDON EXISTING STREET ABANDON EXISTING STREET 67- 2 DETAIL 22 W1_8 2 DETAIL 278 EX. EDP EX. R/W 64 WI-8 DETAIL 278 4 65 EX. R/W PR CURB X", IA2% 4P GUTTER FUT R/W CCA)/ S CA) PUT. CURB & "R 4 DETAIL 22 PR. R/W 10' O.C. (TYP.) , AC BERM W1-8�E 4 PR. AC,,, / C17(2 FUT. RAMP 4 DETAIL 276 UNEATORS R26(S)(CA) PR. AC BERM PR. CURB & GUTTER _— PR. R/W PR. R/W y FUT. CURB & GUTTER 45 D.C. (TYP.) '61 FUT. R/W[� W1_8 E DELINEATORS 11-2 / %/ ��` / / // i ,�i i/ FUT. RAMP j -7/OM1-3 R -2 jjT.) 45 D.C. (TYP.) ItOAD DIEUNEATORS FUT. CURB C1 7,2%A)/ & GUTTER FUT. R/W tiC110 R CA) 'lop WORK ZONE TMLFIC CONTRQL PLAN GENERA 4 NOIESjj 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, LATEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. INCLUDING STANDARD PR CURB &GUTTER 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, AND PLAN A-20, DETAILS,46 PR. R/W 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. ERES.4. FLASHING YELLOW BEACONS, TYPE W, SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA OVERNIGHT. 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 6. ALL TUBULAR DELINEATORS AND CONES SMALL BE 36' MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT DETAIL 27B DETAIL 22 4 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. C17550A) x CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND R CA) LEGEND 7. THE CONTRACTOR SHALL MAINTAIN, ON A SAFETY OF TRAFFIC DURING CONSTRUCTION. FLASHING ARROW SIGN (FAS) 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. CHANGEABLE MESSAGE SIGN (CMS) 9. CONSTRUCTION OPERATIONS SHALL HE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING 45' D.C. (TYP.) y HIGH LEVEL WARNING DEVICE PROPERTY OWNERS. DELINEATORS 10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE I, EXISTING SIGN TO REMAIN FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. ETAIL 278 0 NEW SIGN 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. EXISTING STREET LIGHT INSTALL SIGN ON EXISTING STREET LIGHT 12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. TYPE 11 BARRICADE NTH SIGN 13. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. C1 7 25��CA)/ TYPE III BARRICADE WITH SIGN SEE NOTE #11. 26-M A) 0 PORTABLE DELINEATOR/CONE/SURFACE 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. MOUNTED CHAN14EUZER 15. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD CONSTRUCTION WORK ZONE PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL.BE REMOVED. PAVEMENT THAT 2 IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. LANE CLOSURE EXISTING STRIPING & MARKINGS TO REMAIN 16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIRECTION SIGNS SHALL BE PLACED TO DIRECT TRAFFIC FROM THE CLOSED DRIVEWAY TO THE OPEN ONE. EXISTING STRIPING & MARKINGS TO BE REMOVED PROPOSED STRIPING&MARKINGS 4p' 1-?0 16Mh-y TU BENCHMARK Underground Service A_Wwt MARK AAR APPRJ DATE 7MW RAV MW AaW&-W*W fW SEAL UNAUTHORIZED CHANGES: COA#19ACE 017H MC,44MOP"7F COWWKIS 003st CITY OF LAKE ELSINORE or&qu OAkfLN7-AAQ10R OTT AAV Sr917F umpan um a GUBGP^911511,11m aunty-ME aww"IF mw:j~mm^4w su nor ar Call: TOLL FREE A93FORMIlItt d#LIG".AW 0OWYA16M CANAW ip akEw 18 L"S AND A -�6W ar 55UT. PLO& Ai 0WVff M MEW,110M AW AF A#AfAff W TMCT M 2WH P009%WV a�#93U RAW AW Mr 01Y 1911IMMe 03% wow Zom TRAFM CONTWX FLm 1-800 OF 19 227-2600 tp Ev.06/30 I'-4W LW $TfM - 17W RIM CM - RM 11 SHEETS TPAFM =41MI— SZEUM&O R.C.-C A(O� 5MI5 Drp. 8/m/tv MINIf T. IF TWO WORKING DAYS BEFM YOU EA42MZR, C17Y OF LAME aS)M OF R.T.E. NO-0-9 EKP- WZE—GAMM [�TE 09/20/07 STA. &OW TO STA. 73+60 2,,��2� I Demo=9A W. 0111111100 VIA POSTED SPEED -" 45 MPH CONSTRUCTION SIGNS ON THIS SHEET ONLY WORK ZONE TRAFFIC CONTROL..PLAN INSTALLATfpN NOTES EXPECTED DURATION: WORKING DAYS C17(25XCA) C17(35)(CA) G20-2 W20-1 W21-5(RT) W3-5A(25) P 0NSTAYL B t RON WOW END O CONE O I INSTALL BARRICADE, SURFACE MOUNTED L WARNING D PORTABLE DELINEATOR. � � CONES, SIGN, FLASHING ARROW SIGN, OR HIGH LEVEL WARNING DEVICE AS NOTED. ROAD WORK <1> RIGHT 25 MPHD REMOVE EXISTING SIGN, STRIPING, AND/OR PAVEMENT MARKING AS NOTED. 5 3 5 SHOULDER SPEED ZONE WORK AHEAD OM®3R R14-1 PAINT TEMPORARY STRIPING AND/OR PAVEMENT MARKINGS AS SHOWN TRUCK INSTALL CHANGEABLE MESSAGE SIGN (CMS). CCWVINATE WITH EDWARD BASUBAS - ROUTE CITY TRAFFIC ENGINEER AT(951)674-3124 FOR EXACT LOCATION AND WORDING. I INSTALL TEMPORARY RAILING 1 10' O.C. (TYP.) - PR. R/W PR. AC BERM TYPE K AS SHOWN UNEATORS 4 - TA(L 27B FUT. CURB & GUTTER PR. CURB &GUTTER INSTALL TEMPORARY CRASH CUSHIONS ABANDON EXISTING STREET �,�p♦ FUT. R/W PER ARRAY'TS14' 1 C17(25XCA) LAKE EX. EDP PROPOSED X. R/W -3R STREET�(>,��, .�_-�a .. <;� DP •.� X k'. ,., EX. RAISED MEDk�tiFl 1`D' O.C. (IYP.) y, ..r ,.' '' LINEATORS 7. „. to O < - _ ...�- -s Er 50 aW — -7q— — — — — — -- " _ ^Y Tn - - - - - - - - - -._ TAP ---- — _- — - iY f _ r — 1 EX- R/W EX- R/W y r « O.C. (TYP.) 4 TAIL 278 4 DETAIL 22 DEUNNEATORS 1 C17(25)(CA) PR. CURB &GUTTER PR. CURB &GUTTER #.� • DETATL 22 PR. R/W PR. R/W �, ,,.pax DETAIL 27B 4 � ; • PR. m nZir LAKE FLIT. CURB"& GUTTER 5' FLIT. R/WA'- W3-5A(25) 1'.. STREET 1 WB-it(MOD), 1 10 D.C. (TYP-) EX. R/W R77¢¢--i W21-5(RT) 1 W20-i. 1 a O - _........ - -_- C17(25)(CA) DEUNEATORS EX. EDP C17(25)(CAj 1 - C17(25XCA) Cl7(35)(CA) 5., a WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES LEGEND c� -- - + E, - 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, LATEST EDITION- WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. ® FLASHING ARROW SION (FAS) - 2. 'ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CAUFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD ® CHANGEABLE MESSAGE SIGN (CMS) ' PLAN A-20, DETAILS- 3. THE CONTRACTOR MALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. Y HIGH LEVEL WARNING DEVICE D) - awn f ,� / ✓ -<::� �'� i ' Ar 4- FLASHING YELLOW BEACONS, TYPE "B', SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE XI BARRICADES GUARDING THE WORK AREA P EXISTING SIGN TO REMAIN w Q �' _`. '�' - -- ->'' - T-=- - --,�.-t- .'.=;T-'!�i -- _ ... .......... a¢ OVERNIGHT. - M NEW SIGN M - -_ 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. a-^ EXISTING STREET LIGHT "a 500 TAPER D 23=1 8. ALL TUBULAR DELINEATORS AND CONES SHALL BE 36" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT g-s INSTALL SIGN ON EXISTING STREET LIGHT "�+W - -- -"- "- __ - ._. _. --- -- -'ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL � - - - - - -- s INCLUDE A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. TYPE IT BARRICADE WITH SIGN TYPE III BARRICADE WITH SIGN 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DEUNEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND -- • PORTABLE DELINEATOR/CONE/SURFACE - ---_-- - _ ---- -- - SAFETY OF TRAFFIC DURING CONSTRUCTION. MOUNTED CHANNELIZER DETAIL 22 4 � jr A 2 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC_ PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION WORK ZONE DETAIL 27B 4 EX. EDP 20-2 E 'STRIPING +� CONSTRUCTION. _ PR. EDP _ LANE CLOSURE FUT. RAISED MEDIAN EX. RCU ° 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING Ng FUT CURB &GUTTER m PROPERTY OWNERS. EXISTING STRIPING & MARKINGS TO REMAIN 9� FUT. R/W a 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. EXISTING STRIPING&MARKINGS TO BE REMOVED ' m 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. PROPOSED STRIPING &MARKINGS n 12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. O u 13. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. I SEE NOTE #11. 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. 15. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING, ALL CONFUCTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. 40' © 4Y1' BCI' 120' 16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIRECTION SIGNS SHALL BE PLACED TO DIRECT TRAFFIC FROM THE CLOSED DRIVEWAY TO THE OPEN ONE. Stet£WV qZ7 BENCHMARK Underground Service Alert MARK DATE APPPLI JDATE I n*3r aM MW aaN R£N MV 17 P SEAL >�tm Br UNAUTHORIZED CHANGES: ,�,,,,,,E ,F� cFFsx CITY OF LAKE ELSINORE sHm Call: TOLL FREE !a-DET aa-m VT AND/OR GY7Y AA41 STA7£ � D RAIN Nt 41�PAI113K� GMtlfipM-rr E?imu 11wA%V La"Lo f" RAW IKt ecr er [An AAm A PERM?CAA B£ISSUED. ® '".°.'"`°" Wit'ae 12M) YA�r AF AFS Vi 716E ' o.,.. r.....o..,� _ R'.D% At fY/CW Nn 116E nW YV BE M°N171FD NiY 1N{V, �R/. iViIT / + y -` a o«.r ..`.°o+i -- A�'ANL�7P f-7fESE PCM6 M6 11L G77't71GI11EtR WOW ZOW � O „'!OL PI L�� 1-800 #No. 19 # LK a8 I " 11 W 1VY�Wa~i C!W'LJYWi�YMr II � T3 Q9227-2600 � �.®�- aim." ,,�E,�.�08 a ae®!a 0 sc� 1•`,c1 Two wox+ciNc DAYS BEroae you - TRWFIC AVV SZZAM O R-C-E: NO. 5M15 aP 6/M/W �fe Eo t T.PH AN � �07 �T q,..� /� �t..M Np„ D13oEn IM NNkMN a en a7Y DO WVEER• CYIY fF LhtF ELSRtW R.T.E. NO 2211 EXP. DATE E/30/DE ATl A. 43#W TO STA. OOW - ' ! eb 67 t