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HomeMy WebLinkAbout94-1_94-11 � . GENERAL NOTES: LEGEND OF ABREV I AT I ONS $ SYMBOLS ° 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND CITY O F LAKE E L S I N O R E UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAiLIABLE RECORDS. APPROVAL OF THESE PLANE BY THE T.C. ---- TOP OF CURB ELEVATION P.R.C. ---- POINT OF REVERSE CURVE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATIVE AS TO THE F.S. ---- FINISHED SURFACE M.O.C. ---- MIDDLE OF CURVE ACCURACY OR COMPLETENESS OF THE LOCATION. 'NOR THE EXISTING OR F.L. ---- FLOWLINE ELEVATION P.C.C. ---- POINT OF COMPOUND CURVE NON-EXISTENCE OF ANY UNDERGROUND UTILITY. PIPE OR STRUCTURES WITHIN E.P. ---- EDGE OF PAVEMENT P.O.C. ---- POINT OF CONNECTION THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL STREET IMPROVEMENT PLANS C.L. ---- CENTERLINE R. ---- RATE OF CURVE ' DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES. O.C. ---- ON CURB C.F. ---- CURB FACE PIPES OR STRUCTURES. WHETHER SHOWN ON THESE PLANS OR NOT. ANY R.W. ---- RIGHT OF WAY P.I. ---- POINT OF INTERSECTION UTILITY DAMAGED REPAIRED NOR TRACTLDACED"G THE TO TEXPERFORMANCE ENSE. ACTIONFOFHTHEOGOVERNINGRK SHALL BAGENCY MISSION T R A I L STA . 2 8+ 5 4 - 0 0 T 0 3 7+ 0 0 • 0 0 E,C. ---- -ERTICALECURVE E1 0.5 ---- PROPOSEDRELEVATION BY THE CONTRACTOR AT HIS EXPENSE. B.V.C.--- BEGIN VERTICAL CURVE I100.61---- EXISTING ELEVATION END 2 ALL WORK OFBRIVERSIDELIITTISTTHEICONTRACTORE6TRESPONSOIBILITYS, STANDARD ITOCBEEFACOUNTYMILATIONS OIAR M A E A G A ROAD STA . 9 3+ 2 9 . 5 3 T 0 1 0 4+ 37 . 6 3 CCB.C---- CURBHEBASINL CURVE R"P. ---- RADIUSE EPOINT WITH THESE STANDARDS AND CODES AT ALL TIMES. TAN. ---- TANGENT L.D. ---- LOCAL DEPRESSION S ------ STREET NAME SIGN T.B.----- TOP OF A.C. BERM 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS 30----- INDICATES STREET SHEET NUMBER PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT 1714) 674-3124 14------- INDICATES STORM DRAIN SHEET NUMBER % . 25 BETWEEN THE HOURS OF 9,00 AM TO 4,00 PM MONDAY - FRIDAY. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS /ND/CATES 96QR/AB(ETf//CAYNEBS A.C.C.ov(R/O'M/.V> TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS �- //VD/C!/TES EX/.9Twa ec. 4yeH NT APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO 60 SHALL REQUIRE IMMEDIATE WORK STOPPAGE. - F 5. IT SHALL BE THE CONTRACTORS'RESPONSIBILITY TO HAVE A RESPONSIBLE ' REPRESENTITIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 6. 1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE •., . NECCESARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT [U.S.A.) AT 1-800-422-4133 AT LEAST 45 HOURS PRIOR TO BEGINNING WORK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED - WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUB- DIVIDER MUST INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE - .,. .° PRIOR TO THE BEGINNING OF CONSTRUCTION. 6. ILL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR - - 0 PAVING THE STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER WATER, TELEPHONE, ELECTRICITY. GAS AND DRAINAGE FACILITIES. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE F • ; C TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED 4 SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. - _ - 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE IN THE FORM OF "AS BUILT" PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE FNAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION M - - SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT BEFORE ACCEPTANCE IS GRANTED. - 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT. - - THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF ISSUANCE. REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. .. - 49E ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE .TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH APPROVED SET OF - 4KPROVEMENT PLANS. 13. RF ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO. 6 OFFICE OF CALTRANS. PLEASE MAKE REFERENCE TO THIS FACT IN THE "GENERAL - NOTES" SECTION OF THE IMPROVEMENT PLANS.- J u . l AL D p °•� 4 - _ $ z S - i t�NGINEER NOTICE: CITY OF LAKE ELSINORE .t , Z COUNTY OF RIVERSIDE �5 3 > 3NT NO/ 7YT4 E'�NEET _. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON- 'b BIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF SNT.All 2 YYP/CFL 56CT/ONSO//gNT/T/E3 _ CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. \\ 6NT..U-'3 M/58/441 Tilq/L JR14 JW.C¢LtV TO'Trxt oo - y THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED Y \ t TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND. INDEMNIFY t` 3VT..v"4 .Yq(4GO A17AV 8TA• 9&o&V-53727/00+0000 AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF ((V \\\ 84TN-•6 HA(AGgROg08TA. /OOrOQ00717/O¢r3ZC3 _ ` - em•unlTs �� \ counyv uM� �. WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE t S.vTNr6 e'T.P/P/NG/CqN SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. I I N D E X MAP _ 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON 6N1.Nt 7 $T.P/P/NB PY.IN •••SYLVE57ER RD. E`t - MARIPoSA RD. PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND SCALE 1� a 200' S✓/T.A/tB �RyoFp ELSINOREfTOR/1L1PA.Ot//HPANYENENss �" '-• EXTENT, THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH ----ELOERTA RD. THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE 5NT.Nt 9 S/aAIFL PL4N 4-NTy Of RIVERSIDE -ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE UNDERGROUND SERVICE ALERT /T N'/O SEWEzE WgrE.e OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED - ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ,y SNT.Vt/ SEW_-Al IYgT6P , ..CORONA - OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE cT CALLtTOLL FREE FREEWAY PREPARED FOR: 1 i PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES. 1-800 SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE ® FFpFE6urq\, CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES 422-4133 DR STRUCTURES CONCERNED BEFORE STARTING WORK. C I TY OF LAKE ELSINORE BASIS OF BEARINGS: TWO WORKING DAYS BEFORE YOU DIG _ ;; NO. 44068 �n '� R VED BY+ DAT 1 VICINITY MAP 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR. MAP DATE IDENTIFIER S, a OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. THE BEARINGS SHOWN HEREON ARE BASED DATE OF TEST CHANGE TOTH MAP "CAUTION": REMEMBER THAT THE USA CENTER 130 SOUTH MAIN STREET _ e ow•1e/�tro7 SCALE 11'- 2000' 7= ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE ON THE GRID BEARING WAD 27 ZONE. NOTIFIES ONLY THOSE UTILITIES BELONGING TO a,, .° - M 7 -b O APPROVED BY THE PREPARER OF THESE PLANS. CA 6) OF NORTH 65 42' OB" EAST THE CENTER. THERE COULD BE OTHER UTILITIES LAKE ELSINORE. CA. 92330 +,F, dr TRANSPORTATION DEPARTMENT q -.-. _ m[ �33 9-/7-94 PRESENT AT THE WORK SITE. THE CENTER WILL of F b f BETWEEN 2 1/2" BRASS DISC SET IN DAt.� RIVERSIDE COUNTY,CALIF 1t S ! D 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS- INFORM YOU OF WHOM THEY WILL NOTIFY. �14) 674-3124 �17j� f z CONCRETE. FLUSH. STAMPED "TRI STA. ti R.C.E.N- EXT:DAT O [ CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO ROME R.0.F.C." AND 3 1/2" BRASS CAP $f I a I z THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION IN 7' BY 4' BOULDER STAMPED "SEDCO REVISIONSI PREPARED BY. HUNSAKER AND ASSOCIATES-INC. CITY OF LAKE ELSINORE ! HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JURISDIC- RM 2 4975." PREPARED BYs�� I �/ Q ' z /_7 _�41 THREE HUGHES - TZ 7IONAL AGENCY. CONTRACTOR 6HAL ASSUME RESPONSIBILITY FOR ALL o I d`� CONSTRUCTION. CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND DOyGL/tS S DER R 24058 EXP. 12-31-97 IRVINE. CA. 92718 2 y I SHALL FOLLOW ALL OSHA L EPA GUIDLINES TO MINIMIZE HEALTH HAZARDS. !0- fS 17141 583-1010 = - - - STREET IMPROVEMENTS OF SOILS ENGINEER: DATEt 5. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CEOTCC.VNiCa(0EN✓iroNtiENTA( THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE CHMARK: MISSION TRAIL- STA.25+64.00 TO 37+00.00 t`f CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES ,e7¢a/ENTERPR/SE C/.Pr'(E1YiST WITH THE APPROPRIATE CONDITIONS OF DEVELOPEMENT RIVERSIDE BENCHMARK NO. BM E-3-70 1L. OD W PRIOR TO BIDDING FOR CONSTRUCTION. TEnEcucq,CA.vasso AND/OR CITY AND STATE LAWS. AND HAVE BEEN FOUND SCALE. 1 40' ELEV. 1279.829 MAL" ROAD - STA.93+29.53 TO 104+37.53 SHEETS a � CNR/6777PNER KRALL � DESCRIPTION BY APPR DATE ACCEPT BL - /�I BRASS DISC IN CONC. POST 72' NORTH Z - (�o�ss)a7t6-a3s7 DESIGNED BY. B.P. DRAWN BY: A a% ,�Q OF 'T' INTERSECTION OF CARTOON TH - <Tia 6¢/-0/�.�7x CH CKED BYt PROJECT MANAGER: A<w DATE RAyAI e' AND MISSION TRAIL. 27' EAST OF THE oU oe.wE�RCE� 26603 DATE. CENTERLINE OF MISSION TRAIL. W.O. FOR, F.B. I FILE N0. IMP. PLAN TITLE GMT. ak.LPARK L.E. - 17Ef0.44E1►F. IQYO-Q 0001 IE-FN-94 O3.10 PM/ IGEO-E-M , 1 ESTIMATE OF QUANTITIES NO DESCRIPTION OTY. UNIT STREET I CONST. 4-" A.C. OVER 10' A.B. 76,005 S.F VOo' Idw //O• R/w 2 CONST. TYPE A-8 CURB PER RIVERSIDE CO. STD PLAN NO. 201 523 L.F I O 3 CONST. 6" A.C. BERM PER RIVERSIDE CO. STD. PLAN NO. 212 L.F 50' PROP!it 60' 60' PROR 40, 4 CONST. 4" THICK CONC. SIDEWALK PER RIVERSIDE CO. STD. PLAN NO. 401. 4,003 SF 5 CONST. ACCESS RAMP PER RIVERSIDE CO. STD. PLAN NO. 403. Z EA. I 10' 33' 7' 7' 33' /O' /o' 33' 4'3 V3, 17, IO" - a _ 4 INSTALL STREET NAME SIGN PER RIVERSIDE CO. STD. PLAN N0. C16 / EA. +l7 EX. M9M1'I'IVt3' I Ex. 20, 3' 4' 4'I 20' 14 4' 4'1 7 CONST. 6"A.C.BERM PER RIVERSIDE CO.Sro..PLAN NO.212 977 L.F a Z 1 R 1 YA0. 9 CONST. A.C. BERM TRANSITION FROM B" C.F. TO 6" C.F. L.F E' 1 LEVEL 'T }_LINE _ 1 LEVEL ' / LINE _ 9 CONST. A.C. OVERSIDE DRAIN PER RIVERSIDE CO. STD. PLAN NO. 305 2 EA. $ 1.5' *. ti�} � i T-ITT=- F'L_ 1`-F Aq1 5 __ _ •�-ITS_ 10 CONST. BARRICADE PER RIVERSIDE CO. STD. PLAN N0. 810. L.F 1 `_,� I - € =--- __� ___� It CONST. LOCAL DEPRESSION PER RIVERSIDE CO. STD. PLAN NO. 311 5 EA. L-�'y- g•t I I ?"-_1 12 FEATHER OVER EXISTING FOR A SMOOTH JOIN 904 L.F - 1 15 i I 13 REMOVE EXISTING BARRICADE L.F "EXISTING 15 ACeAP FI/TURE EXISTING CAf FUTURE 14 CONST. TYPE "D" CURB PER RIVERSIDE CO. STD. PLAN NO. 204 695 L.F. IMPROVEMENTS 1 lM PROVFMENTS IMPROVEMENTS /-'ExIST.24" /MPROVEM FNT6 �Y--Exlsr 24, N Ir'ArrRUNIE I� Is CONST. VARIABLE THICKNESS A.C. CAP (0.10'MIN //,/26 $.F wATERLwE,+� 14 CONST CONC.CROSS GUTTER PER RIVERSIDE CO.STD PLAN NO. 209 AND 209A MALAGA ROAD MALAGA ROAD If NOTE.,CONTRACTOR 17 REMOVE OR RELOCATE EXISTING IMPROVEMENTS BY OTHERS /O EA. I • SHALL POT HOLE AND IB ADJUST EXISTING SEWER MANHOLE TO GRADE / EA. N.r$. T.I.•B.5' N•r.S. T.I.=B.5' VERIFYTRENCH _ 19 ADJUST EXISTING WATER VALVE TO GRADE 6 Eq. MIN,GTRUCT.SECT-i'A.C.//O"A.B. MIN.STRUCT.SECT.•4AC�/O"AA. CbMPACT/ON. SrA.93-29.53 TO GT4 JE�4Z-J7 STA.96.42.07 TO 6TA.Ice,60.00 20 CONST.CONC.DRIVEWAY APPROACH PER RIVERSIDE C0 STD. PLAN NO. 207 56'/ $.F 21 CONST 90'MEDIAN TRANSITION PER DETAIL EA.22 INSTALL STREET LIGHT PER RIVERSIDE CO STD PLAN NO./00/ 22,000 LL/M EA. , 23 INSTALL STREET L16HT PER RIVERSIDE CO.STO.PLAN NO./000 9,5-00 L,M EA _ 24 comsr.TYPE A-6 CURB PER RIVERSIDE CO.STD. PLAN NO. 200 25 CONST. CURB TRANSITION FROM 8"CF TO 6"CF+ - 2G SAWCUT AND REMOVE EXISTING A.C. PAVEMENT35,105 S.E R/W I R/w R/�,�, - ( RIW 27 SAWCUT AND REMOVE EXISTING A.C. BERM COUNTY LIMITS /00' CITY[!NITS CITY LIMITS 100' COUNTY LIMITS 28 SAWCUT AND REMOVE EXISTING CONC.CURB 77 C.F 50' So. 50' PROP¢ 50' 29 SAWCUT AND REMOVE EXISTING CONC.CROSS GUTTER VARIES - - 30 SAWCUTAND REMOVE EXI TING EOGE OFPAVEMENT 604 L.F f0' •TO2c. 1' 19' 10' to', 40' 32' 6' to' 31 INSTALL #(G PULLBOX 4 EA. IiY I 't H4'4.5' or mo~S a• 20' I , 32 CONST GO"MEDIAN TRANSITION PER DETAIL jp25 1 7 ( 33 INSTALL 3'FV.C. SCH.40 CONDUIT W PULL ROPE FOR FU77/RE TRAFFIC S/GNAC 97 l.f F 7 2y 2 -T _ LEVEL uNE 34 INSTALL 2'PVC SCH.40 CONDUIT W PULL ROPE FOR FUTURETR4M0.9/GNAL 5EIt L.E I 2i Ir--� 35 CONST.PARKWAV CULVERT PER RIVERSI E CO.6TD.PLAN NO. O I __ J -� J 1 36 PROTECT/.v PLACE tD EA --L � 97 REMOVE / EA. IS A 1 3B SAWCUT 0 REMOVE EX/ST/N6 SA95A GLA' /,//e 5.F 5 39 AD✓U5T EXISTING GAS Y4Z VE TO 604,9E / EA. i 2 40 CAUST.4AC ALCESSRANP S/OE/Y.00.F.QETURNPE.P R/L/E,PS/OE CO STO PLAN N2 403 / ER C MISSION TRAIL MALAGA ROAD 4/ RELOCATE EY/Sl8/GNAS^ /Yl/ONSTP/P/ktS iCAv s Ea N.T.9 7-1. N.r.9. r/. EA e /'I/A/Srf Wr SK'T.•41I.C//0'4.B eI/N'J'T.PUCT-.111<CT.-4..//O'I./. STA.40--"0/ TO ETA.li-lS.00 irA.IOo°oo.oO TO m L04 N7163 90 INSTALL /B".PCFL - 00 L.F Be /NSLOLL 24�?Co 62 L.F. I 84 /N$l4zz 30 1PCR 46 L." 96 INSTALL 56'APrf /6 L.F � INSTALL 42",PLR 832 GF 90 00N97'CB.0/.1?CFCEW.CO.STO.OIY6 A/r C29 A" 5 EA. 9Z COAST.✓SN-°2�P.CFC E'WCO.STO O/YG..GL°%5.227 3 EA. I � _ 93 COAST.7.S.N!.3.?CF.0 E K'C'O•STD.O/W, !T.S 303 94 CONSL COAIC..COLL.O.P VC,-Ce lVr,9 Sr,9 9W6.Vr M60.3 LQ EA. I rF - 95 CDA/ST.CDA/C.BUC•C.I/E,40R.CF.C-E/YCO.STRO.fI�'.U!MB/6' 3 EA. 9G 00AI$Tf/SV9/W4-C PE;, C/JL-T.P.ON5.4r,9 AE-OA 97 -OA/ST. .PiP.P.4P PE•eOETA/L OA/,S//TN-'B / EA. -4 COA/ST INLET TYIW V RCFC.E/YC.49 57P D/W AC C. ./45- ! EA i 1 � d I I 1 , fpOFEe6f'9 C y� r APPROVEO BYE 04T - N ENW0.12/31//997 r F TRANS ORTAT N DEPARTMENT - 4- OF CALlf RIVERSIDE C UNTY,CALIF b X RC.E.N=Zg(tjr�0 ECP OATE`�Q• p J PREPARED BY: Q m R EVISIONS: PREPARED HUNSAKER AND ASSOCIATES INC. 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MI M =M MEEE M_M _MMM =MEMmMEE M MM MMMM = _—Mm __M-MMM MMMMMM= —MM=MEE E — ------- MMMMMl MMMMMM womm====-=MM Z UNDER MEMMMM M M==m mmmm—E- =MM= MMMM =M MEE.— MEE ------ =MM= MMM =—M MMM=MMMMC MM__M_M= __mm_ 9=1 ==Mmmmmm�- ---- - - - - - - M LLe M =MMMMNMM= =M=M =ME — = M M MmMM — M M MM ----= MM=M= M mom ==MM==MMMM MEE MMMMMM _ M =M=MM = no MM ME _M EM =—M=-- ME ==M= _MMMMMMM ME ------MM==M =M ==MMMMM=M CCeCM=M =MMMMMMMMM EME -------- _MMMMEm==M== M=MM ===M M OEM M ME MMMMEM=�M = M MI== M= OEM MMM__mM cMM EMEM==MMMM M = MEE ===Mi ------M.M. MORE mm=ME==MM WE MEMMEMM MMMMMI _cEE = ti O M Mcccc= M M M==M— —= ==MMWM — = MM ==M=M--M-UMMOM ==MMMM—:.M—MMm M =EMOM M EM MNmmmmM E =MMMM= ---- MMMMMMM mom -Ce E ME ----- M I E M MM __MMMW_ N M = E MMEMM MME MEMMMMMMMMMM MEE = = M MM MM_= o M — M M EEEEM M MM E==MMEM MMMMM _MM= M ME MM = MEMME Nil im 0 6WK14§t:% V U3 ME�lp ;Vdlw�w SIGNING AND STRIPING CONSTRUCTION NOTES I PI PAINT 4`SKIP WHIrE STRIPE PER CALTRANC TRAFFIC MANUAL DETAIL 9,5TD.fKgNA[O,0 i E2—PAINT4'SOLID WHITE STRIPE �PAINT 4"DOUSLE YELLOW STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 29,1r0.RAm4ety + Gl —PAINT B"SOLID WHITE STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 3B,S7D RAMwL00 i Z E C �PAINT 12'SOLID WHITE STRIPE � E-PAINT WHtrE TURN ARROWS)TYPEZYPERCALreANS STGrIA os" --PAINT WHITE 'STOP"LEGEND,PER C44 rRA (S SMA A,ANO -PAINT 4"sot ID WHITE STRIPE PER CAL TRAN4i TRAFFIC MANUAL DETAIL 270,ST0.011AVAW0 SI INSTALL RI 'STOP'SIGN f�I 92 INSTALL R2&S-NO STOPPING ANY TIME'SIGN 1 39 -INSrALL R7,TYPE N•I MARKER ®—INSTALL Wf/ 5/6.V WAWW SIiN�VL.-/S/vsr4 w *VP �rerE wiT .ucnr._ _ _ .. 57 INSTALL RIB 'RIGHTLANE MUST TORN Rf6HT'SfGN 1 _ ®—INSTALL R41 SIGN MODIFIED AS SHOWN_I ONLY t/r ®-INSTALL W17"STOP AHEAD"SYMBOL SIGN 0--INSTALL WICLT.) SIGN • fB-SANDBLAST EXISTING STRIPING�LEGENDS I • II r RH 2 \64Cn 9m p -1 K OZ� 4 m G W GENERAL. NOTES ZY2 O [ C 1. ALL SIGNING AND STRIPING SHALL CONFORM TO THE CALIFORNIA DEPARTMENT OF rRANSR7RrlON(CALTRANS)DOCUMENTS+TRAFFIC MANUAL,MAINTENANCE MANUAL,STANDARD PLANS,AND STANDARD SPECIFICATIONS,JULY,IS92 AND AS MOST RECENTLY REVISED. _Z 2 2. REFLECrORIZE ALL STRIPES AND LEGENDS.PAVEMENT LEGENDS O p 4 PI PER CALTRANS STANDARDS. p4,...,..... O 3. PAINTING PROCEDURES FOR STRIPING AND MARKINGS PER STANDARD �- -- _ 41� a Lam...,.,.,.,.. - ..a•"5 i v �3 i w / AND SPECIAL FOR PUBLIC WORKS CONSTRUCTION (A PWAIAGC) - """•"" N,,, "'" P 5' AND 6PECIAL PROVISIONS. � 9 4. ALL CONFLICTING LINES,MARKINGS AND RAISED PAVEMENT MARKERS e� _ — Wl f N P ` SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED. I METHOD PRIOR TO INSTALLATION OF NEW STRIPING. S. NEW SIGN POSTS SHALL BE GALVANIZED STEEL PER PROJECT --,�� SPECIFICATIONS. SIGNS SHALL BE MOUNrEO ON SSREE ,, " TL/GNT / '� POLES WHENEVER FEASIBLE. _ '7® - -- - b m 'd Si G. MARKINGS TO SE THERMOPLASTIC IF SrREEr IS CONSTRUCTED =jNtgz, S7 Z ti ��KNEE TO FINAL GRADE,ElCEPT FoR'�STeP"LEGE.YO• /N5Ti9LL n•I>3 THERAyoPlAST/G "S/LNALHNEAD"/l7ORCbYG W,(/ENS/(iyAL_-_ a2�g /5IN5rALLS0_14/ ALL th-Rtnl y o g b2�© IS - i^y y+ O 5 1^ M A L A G AtFDPEBa ROAD '• N0. 24068 APPROVED BV� DATE3•zxia EX- V31n7 //1 (� IP 40 1^I0 0 30 120 &C ZflA{.�M(� g 11 i TRANSPORTATION DEPARTMENT 5 f1 o 20 6 15 50 GAL%f RIVERSIDE COUNrY CALIF. R.CE.NE EXP DATE REVISIONS. PREPARED BY. z PREPARED a HUNSAKEIt AND ASSOCIATES INC. CITY OF LAKE ELSINORE G) THREE HUGHES F Z DO L S DER RCE 4068 EXP. 12-31-97 IRVINE. CA. 92719 DATE. 17141 583-1010 CD BY. .W1 SIGNING 0 STRIPING PLAN of S SCALE. 1'� 40' �. nnRx DEKRIPTIDN BY nPPR DnrE SEE SHEET 1 SHEET " '"- --- -- DESIGNED BY.R.J.GULLEDGE DRAWN BYR.J.GULLEDGE 3_�P-'I�• DATE. _ - ' CHECKED BY, PROJECT AANAGER.DOUG SNYDER DATE. W.O. FOR, F.B. FILE NO. STRIPING PLAN MV.PR-1 U.2.3J - I7610.4461PF. 1226-2 13021 25-Ar1-93 09,50 AM/ 1229-2-M SIGNING AND STRIPING CONSTRUCTION NOTES PI PAINT 4"SKIP WiIITE STRIPE PER CALTRANS TRAFFIC MANUAL QETAIL 9,SMPUMA GVA f2}--PAINT 4`WHITE STRIPE iRu'- •!2 ®--PAINT t`DOUBLE YELLOW STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 29,6170.PLAN AZ08 �� CA r �--PAINT B"SOLID WHITE STRIPE PER CALTRANS TRAFFIC MANUAL oETAIL 39 6T0.oLINAPOD Z�Z� ®---PAINT 12"6'OLID WHITE STRIPE 61 ®-PAINT WHITE TURN ARROW�l5)TYPE lz,CAL TRgNS 5TD.PL AN A P4,4 -o PAINT WHITE "STOP-LEGEND,PER CALTRANS STO.PLAN AZLA n PI a Q P2 ^'u u, I "' —PAINT 4"SOLID WHITE STRIPE PER CALTRANS TRAFF'lC MANUAL DETAIL 276 STO AAN.iZOp to - - - - --- ,°y C I�PAINT/Z-saLID WHITE STRIPE - Or rE N . GOI/MTY LIM/Ti S Q - 10 - _ Y1 Ham In P 52 I b o 32 i ' SI INSTALL R•I -STOP-SION II INSTALL TYPE N-4 YELLOW MARKER _------ 1 —INSTALL RGf S/6N MODfF/FO AS bHOWN M A L A SA ROAD • ONLY Y I. __f�_--INSTACL R24S-NO STOPPING ANY T/ME"SIGN MISS10 TRAIL _ E�-INSrALL WILT.) SIGN SEE BELOW HEREON E�-INSTALL W 17-STOP AHEAD-SYMBOL SIGN II ®-7NSTAGL-W41 SIGN(4PCS•)ANO REMOv�IKlZ S/GN$_SV/IEH_SIGKAL.I_S-CcwSTW<tEO._� i P&-MATCH AND REPAINT EXLSTLN6 STRIP/NG O �N'4 v.I ek ( 1 SEE ABOVE HEREONRt MALAGA ROAD EXISTING oelTo !ZW SYLVESTER ROAD 1 i � bfMltU �S , --�/J tiM I Q was dEls �Z�— o• ( 1 ` m GI z N 0} ` � - N i Ll _m........._. - _ ._..._. .„..'^........................_. E o I )" RP ► h sz N __ -- 52 -- -- 2 -- -_ -• - I M 1SS10N TRA1 L MALAGA ROAD SEE SHEET NX 4 j - .. �o Rf,Of ElBION,I �f. /• _ I. u N0Ex.. 2406E APPROV BY: Q1TE'�•/�'�S� 40 10 0 30 120 I -i N'rf op CAl1f9�r� TRANSPORTATIO J DEPARTMENT F � ' 20 6. 16 60 RIVERSIDE COUNTY,CALIF. 0 RCE.N= EXP.DATE REVISIONSI PREPARED BY, CITY OF LAKE ELSINORE @ 1 PREPARED � HUNSAKER AND ASSOCIATES INC. h THREE HUGHES ° CD iA e h IRVINE. CA. 92719 c z DO LA DER RCE O6B EXP. 12-31-97 ' fl- STRIPING `� ,•. 1 + ° DATE: 1714I 583-1010 APPROVED BY I ^o�� B N SIGNING F STRIPING PLAN.-O&Am"L e.e.mv,Z«py SCALE: 1 40'DESCRIPTION BT APPR DATE SEE SHEET I DESIGNED BY,B,,P. DRAWN BYI R.J.GUL-EDGEBY, PROJECT MANAGER:DOUG SNYDER DATE.Z. DATE, N.O. FOR: F.B. FILE N0 PLAN MISSION TRAIL (1) -3E61U.44E1Pf, 122E-2 13024 27-Aug-93 02,39 PM/ 122E-2-EE0 _ - _ _ _ - - _. . ON RAC - - TOR_. SHALL - R1FY I.00AT'19 ___ ;.___.... _ _ .:. _ `�' _..... _.:..__ ' - _ - _ ACE -_LEV TI _._.. .. . . :.: - _ Z _ _N 0 EXISTI G =1=ACILITIES AND 3EPART - - _ _ _ -_..:.. :........ :.-. __„ ._...,.W. .. ........ _.._. _.... __.. ..__._ _..._... i/ ..0 J_ .. _ ... _.__ .................... ... .__ ...,.... ......... _. __...T -. .....::- ......_:-- ...._.. .:: .....__ _ _. .... ...... ....::.:: _......._ - -.. _- -^ NY ' ESCREP CI - AN ES TO`-THE- N I __._ _ _ _..._ �s _ - 0-+T ART' F -G NSTRU - i ,� _ -..:. . ......._ .......__ .. ........... -- GTIQN _ .: _ - -- �,. - - _ .__. 7. -.. ::::... .. _tom.__ - - _. __ m -, - --. .. _ ..._ _ ..... ____. ..... _.... - _._.__ _.. - __ T..... - ...... ::..... .. 11 "0.02 C ......... _ ........ ............. ...... ............. .._ ....... ... .._- ._ ........::..._.. _ 5 __ _... .. .. ...... f _....: _ ...... _ t4t. q °L _ _. 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CLASS'I NIS ED-SURFACE:: - _ D 2" _ _ -_.. � -�---t - - - _....... _.........__.._:...._. ..__ UNE S c _ . .._ _... _...._ _... _ 1 �. _... y G ?_... _: ry �. f �-�- .-..._ ..... _ ...... . _.... ._ ,.._._._ _ � . �_ - t.. _ _ -. a_ d L� SURFACE w _ - ........__. � 'L . -1 t _.,.__�+ _ ,2 _ s_ FINISHED A10E WISHED SURF ...._ -}- , _ - _1_ t............. 30 __ z 1 r S P ry L .G, - - Iv � #� ....._ ... �!A-4 to - - w _{ -.. -.-... ...... ......___..._ - ...._ _.. ----- 6 _. - - _. _.._ _-_ IN - TIMATE: ff � _ a _.: .. � ........ a - .�: .t• da....._..._. .._.:.... ).1L a�3_ L1LTfdATE_. _: � -;:-y - ,. r, fi71TE Ll:'.- 'L -. '...... f ..- ......._ ..... .. ......... ._... _ f ..::. ..._.-._. ......::.... .. :.: __...:_.. ...... �. .-. �n .._..; _: .__:::....._. -..:.: 13.1. saw _ 1.::::::::... PP 6f _ ...... - 39. 111, 1 �• :... INTERIM. .. .... - ..... ..._.. � : _._....:. B.Of .0 II - - 44 cL +._ + f 3f _ _..._..... _....: Y a _ a_. wt�dl5eS 1 1 o _ _:__ ....,_.._- + +.� �. + _ .. ...... .---.. ._.....:-- --:.. _...._ .: 12.4f. .. z _.-- z .-_. - ....-.- ,..-_.. 4ti0.4f •P..: _ 6.0E a. INST.. D Z.1F _ ^ - ._. -..:: _.: - _ .. + t o . V P - 4Y NSL.16.00. INST_.-A69Z_.i F..a m BOOM ,_: _� .C.P. 15 D _.: ...._ f _ INST_.ISE.'S4 L.E � $NSf_-2'Z.B2 LF mFNSTw25.9S i.f'� - R.C:P. 1750-0 :. _. 4 R.C.P. CLASS R.C.P. CLASS 10 11 12 13 PROFILE SCA UNE "D-1" UNE "D-4' NST. 16.0o LF. UNE "D-5" 5.10' UNE "D-6" 40, 18 R.C.P. (CLASS IV 3.70' N I I vERT.: 1"=8' INST. 16.00 CL.F. CONSTRUCTION NOTES i SEE CHANNEL DETAIL HEREON 10' 24' R.C.P. (CLASS N) b• of ^ _ UNLESS SHOWN OTHERWISE NI iN I 80 INST. 18' R.C.P. (CLASS IV) FINISHED OR b M MALAGA DRIVE EXIST. SURFACE 82 INST. 24- R.C.P. (CLASS N) w m ��. 84 INST. 30' R.C.P, (SEE PROFILE FOR D-LOAD) z °i 86 INST. 36- R.C.P. (SEE PROFILE FOR D-LOAD) z + M b 88 INST. 42" R.C.P. (SEE PROFILE FOR D-LOAD) 7w o aQ, n� ma 3 �. ^J ^~ g w m m o I SURVEY 90 CONST. C.B. NO. 1 R.C.F.C. & W.C.D. STD. DWG. NO. CB 100 z o+g ,j� IX. 21" SEWER 91 CONST. M.H. NO. 4 R.C.F.C. & W.C.D. STD. DWG. NO. MH 254 ' I ^ nl + ^ca W $0 to U 92 CONST. J.S. NO. 2 R.C.F.C. & W.C.D. STD. DWG. NO. JS 227 9 I II Z n II Z, '�' 93 CONST. T.S. NO. 3 R.C.F.C. & W.C.D. STD. DWG. NO. TS 303 :3 AukIX. 24' WATER 94 CONST. CONCRETE COLLAR R.C.F.C. & W.C.D. STD. DWG. N0. M 803 ' Z ci PROPOSED OR EXIST. N 71°02'13 E / N m DRAINAGE STRUCTURE + EX. TELE. 95 CONST. CONCRETE BULKHEAD R.C.F.C. & W.C.D. STD, DWG. NO. M 816 BRIC PER PROJECT FILTER ASP CIFICATIONS STONE GRADATION 96 CONST. HEADWALL PER CAL-TRANS STD. PLAN D89 84 UNE "D-1"--B_°_____ A __ _____________ __ _ _ ___ UNE "D-4" 97 CONST. RIP-RAP PER DETAIL ON SHEET NO. HEREON D 7 SIZE 7. LARGER THAN ?• o-- CONST. INLET TYPE X R.C.F.C. & W.C.D. STD. DWG. NO. CB 108 W/48' RISER N 81°02'1 � 1+1 --- --- ------ET-TD'31'4T11r---- -- -- --- 82 4rti � 1/2 TON 0 - 5 4=55°00'00" B.B.C. - - - N 3°42'21" W o^ d � Z C n tz s I �=60°00'0(r n 1/4 TON 50 - 100 G7 200# 95 - 100 I I I I Z MISSION �>}i°ET. cv 131NTERe I REMOVE EX. 2,C I I I _jI I I ti C TRAIT 1 I R.C.P. & IX. C.B. -------- -- ------------�3++OSY.G .Z- 8 UNE -D-S" 82 RIP-RAP DETAIL -NO - ------- 13+1 o.zs I e, I N 18°19'08" E N.T.S.WITH C.S P. RI R __ __ _ E.C. I I 4=49°24'05" ST. STA. 28+82.48 I I f I I $ EX. 3' GAS _ a p UNE "D-2" 80 I (E CATCH BASIN 90 - I I I I = N 41°02'13" E I ST. STA. 29+22.99 90 L=21' H=4' I I I I vi CATCH BASIN C.B. NO. 2 EX. 6" WATER + +vi T=60°0OT(r ST. STA. 29+40.65 L=2g• H=7• M o Lo o t9 5 86 I B.C.R. C.B. NO. 2A I I I I a I 13+40.40 S-0.002 _ _ _ - _f75 'I 180 I q INTER. __�T I - - - 2:1 1270 t 13+42.90 __ _ �r LINE D m I I M.H. NO. 4 91 Qy��i• -- /�, ----- -- ----2:1 1270 !I t I ST. STA. 100+77.44 he G F w - - - B.C.R. ry6 E z UNE "D-6" a 80 I ST. STA. 100+83.11 8z N 37°16'47` W °+° I CATCH BASIN 90 I I I 4=75'00'00" 1 n 221 I I L=4' H=7' I I Z I I C.B. NO. iB essi I QI I m I I ' ST' STa 101+11.61 I CATCH BASIN Z m O FUTUTRE CURB & GUTTER I L=21' H=5' APPROVED BY: D No. SDate I C,B. N0. 1A E.ys,M I I N I I I I sT. sra 101+48.61 � ' I I I I ULTIMATE RIGHT OF WAY I I _ 90 GRADED CHANNEL DETAIL � CATCH BASIN TRANSPOFj7ATION D T. RIVERSIDE COUNTY, CALIF. � cl�€1. - IX. LCB1 N0.41 R.C.E. NO.,lul � EXP. DATE�fO•Q� rF��L1Fdc+ I I I I n�i : D ATA REVISIONS: ^ °°.SZ� APPROVED BY: PREPARED BY: HUNSAKER do ASSOCIATES CITY OF LAKE ELSINORE �•�-••Z DELTA RADIUS LENCRi TANGENT ` D 45°°°00' 22'S° '7.67 s•32 MAP DATE IDENTIFIER MARTIN R.C.E. 50318 EXP. 6/30/97 3 HUGHES IRVINE, CA. 92718 m z B 86-41'00' 45.00 68.08 42.47 DATE OF LATEST CHANGE TO THIS MAP (714) 583-1010 8 N DATE: I STORM DRAIN IMPROVEMENTS of N c 29°17'24" 45.00 23.00 11.76 02/21/94 BY: M.M. APPROVED BY: __ 1�z DATE OF THIS PLOT /,,per °� (l�m.,._,W� a wBK DESOMPnON In � DATE RAYffAso&'owvn.�R.C.E.2Kos SCALE: 1'=40' » » F SEE SHEET 1 LINE D SHEETS 03 08 94 DESIGNED B: MARTIN MILLER DRAWN BY: MARTIN MILLER li 3 CHECKED BY: GARY MARTIN PROJECT MANAGER: DOUG SNYDER DATE:B-fit'°� DATE. JUNE 1993 W.O. FOR: F.B. FILE N0. K:\OA1228\3\SD\D 15 GENERAL NOTES: I. ALL WORK SHALL CONFORM TO THE DESIGN AND 20. A STEEL ROD OR STAKE 6' ABOVE THE GROUND OR 10 GAGE qo WATER A N D SEWER PLANS MUNICIPAL STANDARDS OF EVMWDI E VALLEY COPPER MIRE WITH B' COPPER TIE SHALL BE INSTALLED D MUNICIPAL WATER DISTRICT [EVMWD] FOR WATER AND AT THE END OF EACH SEWER LATERAL TO ASSIST IN i SANITARY SEWER FACILITIES. LOCATING AT A LATER DATE. ° < F 0 R 2. CONSTRUCTION MATERIALS TESTING AND INSPECTION 21. ALL SEWERS SHALL BE BALLED AND AIR TESTED PRIOR TO z SHALL COMPLY WITH EVMWD STANDARDS AND ACCEPTANCE BY THE DISTRICT PER REQUIREMENTS OF ° SPECIFICATIONS AND SHALL MEET OR EXCEED THE SECTION 305-1.4.4 OF THE STANDARD SPECIFICATIONS s crr c/MIrs REQUIREMENTS OF RIVERSIDE COUNTY C"GREEN BOOK"] FOR PUBLIC WORKS CONSTRUCTION. G7 3 MALAGA ROAD CouNTY uMln AND, THE AMERICAN SOCIETY FOR TESTING AND MATERIALS USTM] STANDARDS. FAILURE TO MEET ANY OF THE 23. PIPE SHALL BE HANDLED 60 A6 TO PROTECT PIPE. ABOVE REQUIREMENTS WILL BE CAUSE FOR REJECTION. JOINTS. LINING AND COATING. AND BE CAREFULLY = "'•SY<VESTER RD BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT ----MARIroSA RG. 3. THE CONTRACTOR SHALL NOTIFY EVMWD TWO UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED -pi1 RO. WORKING DAYS PRIOR TO BEGINNING AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF Cm OF LAKE FtsrNGRE WORK (909) 574-3146. INSTALLED SEWER PIPE SHALL BE SEALED AT ALL I + \ GUYNi'Y OF RIVERSIDE TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 4. DEPTH AND LOCATION OF EXISTING UNDERGROUND +° �\ FACILITIES SHALL BE DETERMINED BY THE CONTRACTOR 24. PIPE JOINTS SHALL NOT BE DEFLECTED AT ANY ANGLE -.CORONA BY POTHOLING PRIOR TO TRENCHING. THE CONTRACTOR GREATER THAN THAT MAXIMUM ANGLE RECOMMENDED BY THE '- FREEWAY SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT PIPE MANUFACTURER. 1800) 422-4133 PRIOR TO ANY EXCAVATION. 25. SEWER PIPE TRENCH BACKFILL SHALL BE IN ACCORDANCE f 5. ALL CONSTRUCTION AND OPERATIONS BY THE CONTRACTOR WITH EVMWD STANDARDS S-1 d W-3. SHALL BE IN ACCORDANCE WITH CAL-OSHA REQUIREMENTS. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT V ICI N I T Y MAP 6. THE CONTRACTOR SHALL KEEP A COMPLETE RECORD OF ANGLES TO THE MAIN UNLESS OTHERWISE INDICATED ON I ANY CONSTRUCTION CHANGES AND SHALL MAKE THE PLANS AND APPROVED BY EVMWD. THE MATERIALS - INFORMATION AVAILABLE TO THE PRIVATE ENGINEER FOR FOR LATERALS SHALL MEET EVMWD SPECIFICATIONS. SCALE 1.. 2000" PREPARATION OF "AS-BUILT" DRAWINGS. THE "AS BUILT" SEWER ELEVATIONS SHOWN ARE FLOWLINE (CONDUIT DRAWINGS SHALL BE SUBMITTED TO EVMWD FOR APPROVAL INVERT.) �I PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. CONSTRUCTION NOTES 27. MINIMUM COVER FOR ALL WATER MAINS SHALL BE 3 FEET 7. WHERE THE WATER MAIN AND SEWER CROSSES STORM DRAINS. MAXIMUM 8 FEET UNLESS APPROVED BY THE EVMWD OTHER PIPELINES, TELEPHONE AND ELECTRIC DUCTS, OR GENERAL MANAGER. SIMILAR INSTALLATIONS. A MINIMUM OF 12 INCHES OF SEWER IMPROVEMNTS QUANTITY I CLEARANCE SHALL BE PROVIDED BETWEEN THE MAIN OR 28. WHEREVER VALVES ARE TO BE INSTALLED. THE INVERT II I SEWER AND OTHER INSTALLATIONS. SLOPE OF THE MAIN SHALL NOT EXCEED SIX PERCENT. B. SEPARATION OF SEWER AND WATER LINES MUST COMPLY VALVES SHALL BE LOCATED 60 THAT THERE WILL BE A 10 HEAL CONSTRUCT 8" PVC CSDR-35) SEWER LINE PER STD S-1 450 LF --I�,.. 0STANDARDSTHE TOP WITH THERRSIDE ASESHOWN ONUNTY RIVERSIDEHCOUNTYTMENT STANDARD THE,MUM VALVEL AND ATHE BOTTOMOF 6NOFETHEETWEEN VALVE BOX COVERF PLAN 609 AND EVMWD STANDARD PLAN W-2 AND SHALL AT STREET SECTIONS. y f1 CONSTRUCT 8" SEWER LATERAL PER STD 5-18 30 LF MEET OR EXCEED THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF HEALTH. 29. THE MINIMUM CLEARANCE BETWEEN FIRE HYDRANTS AND 12 CONSTRUCT 5' DIAMETER MANHOLE PER STD S-5 2 EA I 4,I UTILITY POLES, LIGHT STANDARDS AND SIGN POSTS II 9 9. CONNECTIONS TO EXISTING EVMWD SEWER OR WATER LINES SHALL BE 3 FEET. I� CONSTRUCT DEAD END CLEANOUT PER STD S-12 I EA SHALL BE IN ACCORDANCE WITH STANDARD EVMWD �I e o e hl PROCEDURES AND SHALL NOT BE ACCOMPLISHED UNLESS 30. PVC WATER METER BOXES SHALL NOT BE INSTALLED IN I D 14 CONSTRUCT 5'. 8" PVC CSDR-357 STUB OUT PER STD S-I I EA _4 EVMWD INSPECTOR IS PRESENT. DRIVEWAYS OR SIDEWALKS. METER BOXES SHALL BE SET AT HIGH GRADE TO ELIMINATE WATER RUNOFF. 16 CONSTRUCT 8" PLUG PER STD 5-12 I EA I; _ y e. y 10. UNLESS WAIVED BY THE DISTRICT AN INSULATED INSTALL PRESSURE REDUCING STATION IF THE PRESSURE 4 COPPER SOLID CORE 10 GAGE TRACER WIRE OR A 2' I6 OVER 80 PSI. gg HAY ll AV B WIDE METALLIC LOCATOR TAPE SHALL BE PLACED WITH II MISSION TRAIL EACH SEWER AND SERVICE LATERAL TO ASSIST WITH 31. AT ANY CHANGE IN FLOW DIRECTION (ELBOWS. FIRE m _ _ FUTURE LOCATION. TAPE SHALL BE PLACED AT LEAST HYDRANTS. ETC.) THRUST BLOCKS SHALL BE CONSTRUCTED f� z =w7m 6' ABOVE THE PIPE. BUT NOT DEEPER THAN 24" PER EVMWD STANDARD DRAWING W-4, W-8 AND W-I6. WATER IMPROVEMENTS QUANTITY --FXt4t�- - BELOW THE EXISTING FINISHED GRADE. WATER MAINS IF USING CML 6 C PLACE WELDED JOINTS AND �I AND SERVICES SHALL ALSO HAVE TRACER WIRE OR TAPE FLANGED CONNECTIONS AT VALVES. E 31 CONSTRUCT 12" PVC C-900 CLASS 150 WATERLINE PER INSTALLED IN THE TRENCH. 32. AIR VALVES SHALL BE INSTALLED AT HIGH POINTS AND STD W-3 584 LF 60 11. OPEN TRENCH AT ANYONE TIME SHALL BE LIMITED TO BLOWOFFS AT ALL LOW POINTS ON THE LINE AS PER 32 CONSTRUCT B" D.I. CL-150 WATERLINE PER STD W-3 8 LF e /, 600 FEET ALONG ROAD RIGHT-OF-WAY UNLESS OTHERWISE EVMWD STANDARD DRAWING W-8, W-I6 AND W-16. APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL -I 33 2IT 4OTWATERLINEL STEEL WRAP CONNECTION TO EXIST. I EA BE OF EACHFDAYED AND COMPACTED AT THE CONCLUSION 33. IF ACONSTRBLE,UCTI APPRN OF VAL6OFON- IT THESERPLANS IOVERS 34 INSTALL 12" RESILIENT WEDGE GATE VALVE PER STD W-14 7 EA FOR THIS TRACT BUT ADDITIONAL WATER FACILITIES 12. SURFACE IMPROVEMENTS DAMAGED OR REMOVED AS A RESULT CONSISTING OF A RESERVOIR AND BOOSTER PUMP 36 CONSTRUCT 2" IRRIGATION WATERLINE AND METER PER OF THE CONTRACTOR'S OPERATIONS SHALL BE RECON- STATION WILL HAVE TO BE CONSTRUCTED AND IN STD W-9 1 EA STRUCTED BY THE CONTRACTOR TO THE LOCAL GOVERNING SERVICE BEFORE DOMESTIC WATER SERVICE CAN 38 INSTALL 2" RPP BACKFLOW PREVENTER PER STD W-18 I EA AGENCY'S REQUIREMENTS. BE PROVIDED TO THE SINGLE FAMILY HOMES SCALE FEET CONSTRUCTED WITHIN THIS SUBDIVISION. 37 INSTALL 6" SUPER FIRE HYDRANT ASSEMBLY PER STD W-8 I EA 13. ALL REVISIONS TO THESE DRAWINGS MUST BE APPROVED 200 too 0 200 400 600 BY EVMWD GENERAL MANAGER. 34. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL 38 INSTALL 12" % 12" D.I. TEE PER STD W-4 3 EA BE IN PLACE PRIOR TO PAVING THE STREET SECTION. 14. IT IS THE PRIVATE ENGINEER'S RESPONSIBILITY TO INCLUDING BUT NOT LIMITED TO SEWER. WATER. 38 INSTALL 12" % B" REDUCER PER STD W-4 1 EA I N D E X MAP TIE OUT ANY EXISTING STREET MONUMENTATION EITHER TELEPHONE, ELECTRICITY, GAS AND DRAINAGE INSTALL 12" X B" REDUCER PER STD W-4 "� - VISIBLE OR BURIED. PRIOR TO CONSTRUCTION. FACILITIES. 40 1 EA 15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT 35. PADS THAT ARE LOWER THAN THE UP STREAM RIM 41 INSTALL 12" X 4" REDUCER PER STD W-4 I EA ANY STREET MONUMENTATION IN PLACE. IF ANY ELEVATION SHALL BE EQUIPPED WITH BACK FLOW � MONUMENT IS DISTURBED OR DESTROYED, THE CONTRACTOR DEVICES. THE DESIGNER SHALL INDICATE ON FACE 42 INSTALL 8" X 45' RESTRAINED JOINT PER STD W-3 2 EA WILL BE REQUIRED TO CONTRACT WITH A REGISTERED OF DRAWING OR BY CHART WHAT LOTS ARE INVOLVED. LAND SURVEYOR FOR THE RE-ESTABLISHMENT AND 43 INSTALL 6" X 45' RESTRAINED JOINT PER STD W-3 2 EA MAPPING OF THE DESTROYED MONUMENT. 36. PRIOR TO THE CONSTRUCTION OF ANY BACK FLOW ICI PROTECTION DEVICE. THE CONTRACTOR SHALL NOTIFY II 44 INSTALL 12" D.I. BLIND FLANGE PER STD W-4 I EA UTILITIES: 16. QUANTITIES AS SHOWN HEREON ARE FOR BOND ESTIMATE THE DISTRICT BACK FLOW ASSEMBLY INSPECTOR 24 - k' PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER HOURS PRIOR TO THE CONSTRUCTION OF ASSEMBLY 46 REMOVE EXIST. 8" RWGV AND INSTALL 8" D.I. BLIND SIGNING THESE PLANS NOR EVMWD GUARANTEE THEIR THE DISTRICT BACK FLOW INSPECTOR MUST BE FLANGE PER STD W-4 1 EA NO WORK WHATSOEVER SHALL BE DONE ON THIS SITE UNTIL THE ACCURACY OR COMPLETENESS. PRESENT DURING THE CONSTRUCTION OF ASSEMBLY. 48 INSTALL 4" D.I. BLIND FLANGE PER STD W-4 I EA K/W FOLLOWING UTILITY COMPANIES HAVE FIRST BEEN GIVEN AT LEAST TWO WORKING DAYS ADVANCE NOTICE OF INTENTION TO 17. NOTICE TO CONTRACTOR, THE E%ISTANCE AND LOCATION 47 CONSTRUCT CONCRETE THRUST BLOCK 19 CF fie, ? �, GRADE OR EXCAVATE; OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH D 48 INSTALL 4" D.I. TEE PER STD W-4 1 EA 15, ELSINORE VALLEY M.W.D. (SEWER AND WATER) OF THE AVAILABLE RECORDS. TO THE BEST OF OUR 31315 CHANEY STREET KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT 49 CONSTRUCT 8" D.I. CL-150 WATERLINE PER STD W-3 13 LF 1 LAKE ELSINORE, CA 92530 AS SHOWN ON THESE PLANS. THE CONTRACTOR IS [909] 674-3146 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO �-•' / IMPORTANT NOTICE PROTECT THE UTILITY LINES SHOWN ON ANY OTHER SO. CAL. GAS COMPANY SECTION 421V 217 OF THE GOVDINE,R LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 3700 CENTRAL AVENUE CODE REOOIREB A DIG ALERT IDENTIFIrATIO, z /Rl M,F ,T RIVERSIDE. CA 92606 PERKINT TKO UCBE�V�IILL BCE VALID. 18. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER : C (9091 369-0580 FOR TOUT DIG ALERT ID NUMBER CALL OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY [i O,maROIM SERVICE ALERT ROAD DEPARTMENT. PERMIT SECTION. FOR AN 4, //' S0. CAL. EDISON TOLL FREE 1-1900-422-4133 ENCROACHMENT PERMIT, FOR ALL WORK ON EXISTING 26fO0 MENIFEE ROAD TWO WORKING DAY)WFOPE YOU DIG COUNTY MAINTAINED ROADS. OR CITY OF LAKE ELSINORE LEGEND: Fr.e'KouulE ROMOLAND, CA 92580 FOR ALL WORK ON CITY STREETS. CANYON LAKE P.O.A. /' 19093 943-8270 AND CALIFORNIA TRANSPORTATION. (CALTRANS). WATER l/A! lZ'M7f,TLM'F GENERAL TELEPHONE COMPANY 19. AN "S" SHALL BE STAMPED ON THE CURB FACE AT -W- PROPOSED WATER 120 E. THIRD STREET EACH LATERAL. LOCATIONS SHALL BE THE RESPONSIBILITY U FIRE HYDRANT ASSEMBLY PERRIS, CA 92570 OF THE CONTRACTOR. ® THRUST BLOCK 19091 667-7511 ® GATE VALVE 1 SiPI ❑ IRRIGATION SERVICE W/ METER MS /1!1'e�lElVff KING VIDEOCABLE COMPANY 0 RPP BACKFLOW PREVENTER 555 BIRCH STREET AP OVE LAKE ELSINORE, CA 92530 1909) 674-7741 " SEWER FOR'rRARMTRTATI E ARTMENT RIVERSIDE COUNTY. CA FORNU -S- PROPOSED SEWER / 7Ii/PAl MOSS IFOT/ON-AJVA4 /PD. R.C.E.�fTZ1_ EXP( DATE: 0 SEWER MANHOLE ' Nze APPROVED BY: 'C"y WATER CERTIFICATION SEWER CERTIFICATION .-DATE 3 6 a� l I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN MALAGA ROAD IS IN R.C.E. 3 EXP ;T -9 f ACCORDANCE WITH THE WATER SYSTEM MASTER PLANS OF ELSINORE'VALLEY I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN MALAGA ROAD IS IN Zb G o ACCORDANCE WITH THE SEWER MASTER PLANS OF RE VALLEY MUNICIPAL WATER / SEWER APPROVAL BY: MUNICIPAL WATER DISTRICT OF RIVERSIDE COUNTY, AND THAT THE WATER SYSTEM. WATER DISTRICT OF RIVERSIDE COUNTY, AND THATAT THE THE DISTRICT HAS PROGRAMED ELSINORE VALLEY MUNICIPAL WATER DISTRICT NOTE: STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER TO ADEQUATE CAPACITY TO TREAT THE ANTICIPATED WASTES. SUCH AREA. THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT 1 CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN CONNECTION INTO EXISTING LINE CS) SHALL BE MADE AT NIGHT (LOW FLOWS). WILL PROVIDE WATER TO SUCH TRACT AT ANY SPECIFIC QUANTITIES, FLOW OR ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED BY THE EXISTING LINE(6) SHALL BE EXPOSED AT LEAST 24 HOURS PRIOR TO CON- PRESSURES FOR FIRE PR TECTION OR ANY OTHER PURPOSE. RIVERSIDE COUNTY FIRE Ilj_PARTMENT. STRUCTION IN ORDER TO VERIFY EXISTING CONDITIONS AND ALLOW FOR ANY GE AL MANAGER _ DA FIELD CHANGES. D. JAMES LAI�FiLI DISTRICT SHALL BE NOTIFIED AT LEAST 21 DAYS PRIOR TO CONSTRUCTION TO tab �,J -�7_9u // v 3-/7-�� 'I��� 3„I'�-q L+- ALLOW FOR CUSTOMER NOTIFICATION. 1, D. AMES LAUGHLIN DATE D. APES LAUGHLIN' DATE -��=+� CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION AND INVERT ELEVATIONS AT GENERAL MANAGER GENERAL MANAGER DAVID LI-WEN SHEN RCE N 44374 DALE DATE ALL TIE-IN LOCATIONS. - O ENGINEERING WATER OPERATIONS W W ER COLLECTION D NOTE, THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENGINEERS NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND REVISIONS: SCALES E Aw ELSINORE VALLEY D PERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE COR- PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS R•C APPROVED BY: ,,,.,,�,,,, RECTIVE GRADING. IF REGUIRED. REFER TO SOILS REPORT. AVAILABLE RECORD INFORMATION. THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION OF THIS PRO- Q -DAVID LI-WEN SHEN f�`�(.r�taw AS SHOWN � KEITH MUNICIPAL WATER DISTRICT SHEET -I z THE ESTIMATED EARTHWORK QUANTITIES SHALL NOT BE USED IN SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- JECT INCLUDING SAFETY OF ALL PERSONS AND PRO- W `Y IN THE COUNTY OF RIVERSIDE. CALIFORNIA +n ANY WAY FOR BIDDING OR CONSTRUCTION. IT SHALL !E THE FELTING THIS WORK AND ANY DAMAGE OR PROTECTION pERTY. THAT THIS REQUIREMENT SHALL APPLY CON- V�W- EH s R.C.E. NO.44374 p DATE, COMPANIES ME � I I z CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR HI6 OWE TO THESE LINES. PRIOR TO STARTING CONSTRUCTION TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING P 'Y 6-30-97 R �`s ' QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. OF THIS PROJECT THE CONTRACTOR SHALL VERIFY THE h o ' EXP. DATE, -��' 4 WATER AND SEWER PLANS ! � HOURS AND THAT THE CONTRACTOR SHALL DEFEND. IN- 3/94 EXISTING ELEVATIONS OF THE EXISTING MAINS WHEN (7 �.^`t ♦ I 4w,n�4�,44Y RN.r� u ,EFEA11 DEMNIFY AND HOLD THE OWNER. THE CONSULTING EN- UNAUTHORIZED CHANGES 4 USES KAKI NO CONNECTIONS AND UNCOVERING ALL EXISTING GINEER AND ALL PUBLIC AGENCIES HARMLESS FROM FOR I/ . UTILITY LINES AFFECTING THIS WORK. IF A CON- µy A�ALL LIABILITY REAL OR ALLEGED IN CON- BENCH MARK, RIVERSIDE BENCHMARK Na. E-3-70 OF 93 CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT FLICT IN LOCATION I6 NOTED. THE ENGINEER MUST NECTION WITH THE PERFORMANCE OF ALLEGED ON THIS BRASS DISC IN CONC. POST 72' NORTH OF "T' INTERSECTION 111�'111' BE RESPONSIBLE FOR. OR LIABLE FOR. UNAUTHORIZED BE NOTIFIED BEFORE PROCEEDING. PROJECT EXCEPTING FOR LIABILITY ARISING FRd1 * OF CORYDON 6T. AND MISSION TRAIL. 27' EAST OF THE MALAGA ROAD FILE N0. CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE CONTRACTOR 6HALL VERIFY ALL CONDITIONS AND DI- THE BOLE NEGLIGENCE OF THE OYNFJ(. THE CONSULT- CENTERLINE OF MISSION TRAIL. ELEVATION, 1279.829 PLANS MIST BE IN WRITING AND MUST BE APPROVED BY THE MEN610NI AND SHALL REPORT ALL DIBCREPANCIEB TO 1.ENO1EER OR ANY PUBLIC AGENCY. <PI. CfVIL �� W.O. FOR, CAMELOT p,Z,1434 30499 1 PREPARER OF THESE PUNS. THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 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C GG■GG■■G■CG■■■Lm■■■■CLLL■ s■■ ■ ■■■ N■■ ■ mom■■ ■o■!■■■■m ■■■NE■ G■o■■■■e■■ m■■■mm■■■o■ ■■■■■E ONE ■ ■ ■■■e■■■■■ ■■■ ■■■ ■ ■■■■■■■■ e■■■■■■e■■■■■■■■■■m ■■■■■■■ ■■■■see■ .. ■■■■■■■■■ m■■■■■■■■■■ G C■■■m■■L■■■ � ■L■CLGLGL� L� CCL LLLL■■■■■■■■■G■■■L■■■L■LL■■■■■■m■Lm■■■mm■m■m■■■■m■■■■L■■■■■■■L■■e■■■■■ IMMENSE No GG mmG G mommoomo ^ CGGC ' GG: GiGGGon IIIL2mI mmmi G■G MEMO MOM ■■■■■■mm■so ■ OEM 2UT■■ N■ ■■■■ ■■ l bus'■'GGGLGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGLGGGGGGGG � s■!■■■■■■■Es■■ ©�me ■■■m■■■■■■■■■■■N■■■■■■■■■■■■■■■■■■■■■■■■■■Oss■■■■■ mommm■■■■■m■mmm■■■■■■■■■■■ONES■■■■mm■■■■■■■■m■■m■■■■m ■■ ■ ■■■■■o■■■■■m■■ z ■■m■mu■■ ■osell 0 of be as 4. 14 ■N■■■■■■■■■■■sN■■®o■m■■■■oNN■■■moms■■ m Ulb OEM BE m - 3 EQUIPMENT SCHEDULE W CONDUCTOR SCHEDULE PLACEMENT a, I Y -, CONSTRUCTION NOTES P CONDUIT SIZE AND RUN . STANDARD SIGNAL MOUNTING & PLACEMENT PPB I.I.S.N.S. DIMENSIONS a: I o I a I I AWC SIZE H 2- 3" 3- 3" 2" 3" 3" 2-S 2-3' REMARKS 12 1 v X 11 < a INSTALL ER CONTROLLER ROLLER (2 O 170 CONTROLLER SOFTW SOFTWARE) WITH MODEM,WITH BAUD HA ES CABLE TYPES CIRCUIT LOC. LUMINAIRE LEGEND VEHICLE 8J6U oI Q Q Q Q Q Q Q TYPE I1CHT. SIC.LUM. B. E. C. PIED. PHASE I _i- Of 1 2 3 4 5 6 7 8 9 0 MAST ARM POLE LLL w DIAL UP MODEM, TWO 562 EVP DISCRIMINATOR CARDS AND DETECTOR E a 1 2 m �� SYSTEM MODEL 222C DETECTORS IN TYPE 332. CABINET. POLE SHALL a: j�14?' �' 1 > 1 SIGNAL 3 3 3 3 3 3 3 6 6 !�26-4-80 30' 30' 15, 250W HPSV Mission Trail - 0' 3• MAS MAS SV-1-T - 02 ACCEPT FUTURE 40' 411 1 I a 2� INSTALL 120/240V DUAL METER TYPE 111-CF 2 SIGNAL 3 3 3 3 3 s 1 x SERVICE EQUIPMENT ENCLOSURE. INSTALL El SIGNAL MAST ARM 1 12 CW 1 THE FOLLOWING CIRCUIT BREAKERS: 3 SIGNAL 3 3 3 3 3 3% t I t I I j 1 ETER 1 �jER 2 4 SIGNAL 3 3 3 3 3 6 6 C © 1-A 10' - - - 15' - 8' - - N-2-T SP-1-CS 100A MAIN 1ODA MAIN 5 SIGNAL 3 3 3 y w I� Z 50 A SIGNAL 30 A LIGHTING 6 SIGNAL 3 3 3 3 1 3 3 I g [v I I< 20 A IISNS 15 A PEU 7 SIGNAL 3 3 1 3 3 of©26-4-80 30' 40' 15' 250W HPSV Malaga Rd. - 13' 3' MAS MAS SV-1-7 SP-1-CS - n 1 I >- N I I� 1.:1 SIGN MOUNTING OETAIL ES-6T. SIGN TYPE. AS NOTED ON PLAN. 14 B SIGNAL 3 3 3 6 6 U � 2 PIED SIGNAL 2 2 2 2 2 I F 1 w � � `� I w ICJ INSTALL PEDESTRIAN BARRICADE ES-SF, TYPE II. INSTALL 2 SIGN PANELS I o Ln -4 PED SIGNAL 2 2 2 2 2 4 4 Ln R49 BACK TO BACK). O 1-A 10' - - - - 15' - 3' - - TV-2-T - 06 I y ( ) 6 PED SIGNAL 2 2 2 2 2 2 Ln z REMOVE, BY WET SANDBLASTING, ALL CONFLICTING STRIPING ANDI' 3 I G o7 I I� PAVEMENT LEGENDS. PED NAL 2 2 2 4 4 O26-4-80 30, 40' 15' 25OW HPSV Mission Trail - 12' 3' WAS MAS SV-1-T SP-1-CS 06 �' 1 4 1 4 0 315U I I 1 1 1 1 m INSTALL 3M OPTICOM DETECTOR MODEL 251 ON MAST ARM (SEE DETAIL"K) 1 I I 1 < INSTALL 2-2" CONDUITS WITH PULL ROPE FOR FUTURE CABLE N USE. 1 1 1 1 1 -- Ot-A 10' - - - - 15' - 3' - - N-2-T SP-t-CS 08 4I�1 E II 8W INSTALL 2'' (SCHEDULE BID) COMMUNICATION CONDUIT WITH PULL ROPE FROM 1 2 2 20' 12' 1115. 10' CONTROLLER CABINET TO EXISTING TELEPHONE RISER FOR FUTURE MMON 1 1 1 1 1 1 1 2 2 INSTALL DUAL TYPE i I II I TELEPHONE SERVICE. 3 3 3 3 . 3 3 3 6 6 ©26-4-80 30' 40' 15' 250W HPSV Malaga Rd. - 13' 5' MAS MAS SV-1-T SP-1-CS 08 III PER DETAIL"B" 1k"C, I I I I I TOTAL 13 22 27 31 13 22 27 59 59 1 DLC I I 319L 101 tD ✓#STALL ~SIGNAL AN690" 7W.-".4L ^*ST/C M,0AK1*/CS (Lems•) 12 LLS.N.S. 1 1 1 1 1 1 2 H 1-A 10' - - - - 12' - 3' - - N-2-T SP-1-CS 02 STA. ^ ND REA?OYE W/7 S/(dAf/ZAPS)'/VSl�7LG Wfl SlG/VS�4ftCS•) O i 2 li l I BJBU /LEyS6-ALSO RE TEAR JOSS/GN/ C¢-STe/1/A!G Pl1iW� _ LUMINAIRES 2 2 2 2 2 2 4 100+88 114' 12' 11' I I I 10 SIGNAL COM. 1 1 1 1 1 1 2 2 1 BACK OF TOTAL 3 3 3 3 3 3 6 2 SIDEWALK I I I II 6 SERVICE 2"C, 4#10, 2#12 6 COIL 25' OF ALL 1 LOOP 2 2 2 3"C, 306 0 CONDUCTORS IN PULLBOX p PHASE DIAGRAM ;0 -1s 6EI I TYPE"B" Dlc z LooP 2 2 2 2 2 STA. 29+20 - _ A Q 3 LOOP 2 2 2 MISS/ON l ACK OF SIDEWALK O 7 O T/ /AIL \ _- - I 8 6 1 T-14 \\ 55 4 LOOP 3 3 3 3 3 ~- I ro \/ 1" FUTURE CURB 5 LOOP 2 2 2 2 2 y t� R/W I G_ j-_' i I 7 1�C, S DLC _ AND GUTTER EXISTING R/W E �Z R _ _-- 07 6 LOOP 3 3 3 ------ 01 02 03 04 '- ---------Vic- -- -- ---" _ P 1 04 04 2P B lk"C, 1 DLC 7 LOOP 2 2 2 2 2 6E , 0 I 5 II - 6 EV4+7 _ 8 LOOP 2 2 2 F _ I I I R73-2 3 -_--'---_ _ ----- TOTAL 5 5 10 4 4 8 18 18 -I I I 1 �`=-02-- ____ - +---+ �-Tom- I r. ID ------------ ---_____ OPTICOM CABLE #138 EVPE 1 1 2 2 1 1 4 4 5 6 7 08 r1 1 9 B 4 II 6 02 IL` li J I I _ ' 3� TOTAL CONDUCTORS / CABLES 18 32 38 47 17 31 40 89 83 -�J 7 6 EV +5 ,1TII1 �- TO BE REMOVED 1 ~ 4 r' 7 AC BERM6-PAIR #22 INTERCONNECT CABLE 1 1 1 ---------- -----1 -----r----- ------------------- PULL ROPE- --- ---- 2 tt-- --- ------- - -- - - --- --G a----------- ---- - 41 R73-2 3 ` ` BY EDISON--- 214U > -- _ 85' TO � 100+00 MALAGA11 CONDUCTOR AREA .38 .85 1.00 1.63 .47 .78 1.12 2.84 2.69 . X-WALK 27�'j __ r RAISED MEQAN—__— I 05 �\�J 30+20.03 MISSION _ _ 5J9U_ 5J1U COUNTY_OF RIVERSIDE FOR FUTURE USE I I T 111U 29119U- I- �` \ �1- —31 5'S, LAKE ELSINORE CITY LIMITS 5.5 I 11 I _ 3 - - PAINTED l 285' TO 6J4U -- f1 - R7S3_-- _ 15 ------------- ---- MEDIAN �UMITLINE ----- ----------------- - Y---- --------------- ---- ------------- T ECR 11' 6J2U I-- -- --- -- - - --- --- --- � - EV6+1 6 ---- - -W--------,--- - AL 1 18' TO BE REMOVED I T t 05 AC BERM 1� �E—'{ L FREE "- --- - ——————— 6� —— 06 I BY EDIOSSN R73-I 3 3 4 --------RISER f/67�6 -------- 1-600-422-4133 \POLE 0 _ - - 6 I 06 ---- ---- TELEPHONE --------- DIAEA TOT o 413 ;BC; � C 6J4L 1 1 —----—_— IT, - -_-___- _ J_ ___-------_-----_-_ -__-_-_____ _______- ._-_--_ _ BEFORE YOU DIGMAST ARM � —— ` 6 016 EV8�8 I 031 03 — _� UNDERGROUND SERVICE ALERT Of SOUTNEAN CAUFORNIA R/W -w -- 0 � 5 06 R/W LOOP DETAIL " " 'EXISTING 1k"C, 1 DLC. 1k C,1 DLC, 6 PR /22 LC CABLE FO I O 9 AND GUTTER DETECTORS €MERGENCY VEHICLE PRE-EMPTION INSTALL 6 PR. #22 CABLE a 15' 6 POLE LOCATION DETAIL DETECTOR ASSEMBLY TO CONTROLLER CABINET(300t) 2"C,4 DLC 6 TO STO STO 4 m UTURE No SCALE } 6 PR. /22 I.C. CABLE � 3 � z (1; Ln Q r — 1 6 ao 175' GENERAL NOTES P u q9i I I 2 8 I •" R)� 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 1992 STANDARD PLANS AND $� 5 5' F4 1 (I 1!�C, 1 DLC SCq SPECIFICATIONS OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION. PE Units - mark I I Sockets "S" for Signs I t I �I • "L' for Luminaires I 1 1 ,18 ?D• 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL 1 DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. i 120 VOLT SERVICE o 120 VOLT SERVICE 99 I I II HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE 22 qq 3 'Q" 1 I I I 21' I 12' �11' 11' 14' I I I a ALERT AT (800)422-4133 PRIOR TO ANY EXCAVATION. 1 CIRCUMT BREAKER WAP � CIRCUIT BREAKER ` 1 7J9L 418U M8L it I i 11 a 3. OBTAIN ENGINEER APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. O TO 4SNS o I� TO LUMINNRES 1 14 I I I In I PERFORM STRIPING REVISIONS PRIOR TO LOOP DETECTOR LAYOUT. "T" Conduit \ I Outlet Body 15 AMP 1 __ 5 AMP I I I 4. PEDESTRIAN HEADS SHALL BE TYPE G. ALL SIGNAL HEADS AND PEDESTRIAN PUSH- CIRCUIT BREAKER CIRCUIT BREAKER Slip Fitter to Match CONTACTOR CONTACTOR .� I f I oz I I�I 13UTTON ASSEMBLIES SHALL BE METAL. ALL LENSES SHALL BE GLASS. J Top of Signal Standard 30 AMP. MERCURY 60 AMP. MERCURY o 1 DUAL PE UNIT TES S � SW ;zw Li I I I 5. ALL LOOPS SHALL BE 6' X 6'. SPACING FOR LEFT TURN LANE SHALL BE 10' -15' -30' DUAL PEU WIRING DIAGRAM 7J5U GO +I I PoeEsslp (4 LOOPS). FOR THROUGH MOVEMENTS, SPACING SHALL BE 10' (2 LOOPS). ALL LOOPS SHALL BE COUNTING DETAIL F oQ Na/ CENTERED IN LINE EXCEPT AS SHOWN. THE FRONT LOOP WILL EXTEND 2' BEYOND CROSSWALK AIL "� GCsyy�y OR LIMIT LINE. DUAL TYPE III PEU a l 11 f1,5•j B // wn4az�p m 6. CONDUIT SHALL BE RIGID METAL. MINIMUM CONDUIT SIZE SHALL BE 2 INCH UNLESS BENCHMARK: RIVERSIDE CO. BENCH MARK NO sc" 2" PVC SCH. 40 CONDUIT �` n Eyy lYJL95 OTHERWISE SPECIFIED. WITH PULL ROP FOR FUTURE 1 I 7. ALL PULL BOXES TO BE #5 UNLESS OTHERWISE NOTED. U.S.C. &G.S. B.M. E-3-70 TRAFFIC SIGNAL SEE STREET AO Y I sr BRASS DISC IN CONCRETE POST 72'NORTH of IMPROVEMENT P S) Q 3/2 1,I�.C, 1 DLC arl-DFCAUi�., B. ENCROACHMENT PERMIT FROM THE COUNTY IS REQUIRED. T•INTERSECnON OF CORDON STREET AND h 3 MISSION TRAM,17•EAST OF THE CENTERLINE OF l l 9. INTERCONNECT CABLE SHALL BE REA PE 22 WITH #22 AWG CONDUCTORS RA ELEVATION: 1279 B29 h 416U !1 FUTURE CURB AND GUTTER AND SHALL BE INSTALLED CONTINUOUSLY BETWEEN CONTROLLER CABINETS. PLANNING/ENVIROMENTAL COUNTY OF RIVERSIDE APPROVED BY: Cityof Lake Elsinore � TRANSPORTATION DEPARTMENT �/l// LINSCOTT, LAW & GREENSPAN, ENGINEERS ✓ SHEET e. APPROVED -tifs - 1580 CORPORATE DRIVE, SUITE 122 PUDLI r WORKS '" ENGINEERING w..U� DATE: REGISTERED CIVIL ENGINE 47482 EXPIRES 72 J1 95 130 S. Main Street, Lake Elsinore, California, 92330 (909) 674-3124 •�y t = COSTA MESA, CA 92626 OFILSHEETS .��• Traffic Signal Installation Plan for: � Z - COUNTY OF RIVERSI CALIFORNIA DATE *These PI-S haul been.e i—d for compliance with 1-946044.1 03/17/94 C6044S1.DWG � MISSION TRAIL � ( G� DATE the opp•.p•;.t4 Pondtons of de-lopment and/o and i as city and state b..,bad a permit cm n.Lwe��n � ^1^ � PROJECT ENGR: JCK DRAWNOY: JMD MALAGA ROAD c RECOMMENDED DATE D //'' (y[J REVISION DATE APPROVED 3-/o-94 AMA-/0*00-rcr__ RCEp2,6603 DESIGNED BY: REB SCALE: 1' 20 �a3