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Home My WebLink AboutTR 28214 Lake Street at I-15 SIP As-Built COUNTY ROUTELl POSTMILE KILOMETER POST) TREE /MPRo /EMEvT PL A PROJECT IMPROVEMENT NOTES: R/V 15 26.�6/26.69 (42.59/42.95) 1 PIPES OR STRUCTURESNOTE TO SSHOWN O/NEHSE PLANS WERE OBTAINED BYNCE AND LOCATION OF ANY A SEARCH OFOUND L/7Y L A/wE STREET ,4 T INTERS TA TE 1,� AVAILABLERECORDS. APPROVAL OF THESE PLANS BY HE CITY OF LAKE ELSINORE DOES PRO IEC NOT CONSTITUTE A REPRESENTATION IT TO THE ACCURACY OR COMPLETENESS OF C/T Y OF L A/�CE ELSINORE. CALIFORNIA SITE HE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN HE LIMITS OF THE PROJECT. THE('ONTRACTOR/S REQUIRED TO TAKE ALL DU PRECAUTIONARY MEASURES FOR THE PROTECT/ON OF ALL UTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN ON HESE PLANS OR NOT. ANY UTILITY DAMAGED DURING THE PERFORMANCE OF HE WORK SHALL BE REPA/RED OR REPLACED TO HE SA775FACT7ON OF HE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE. SOILS ENGINEER.• 2 ALL WORK SHALL CONFORM TO CITY CODES, STAMDARD SPECIRCA77ONS FOR PUBLIC PETRA GEOTECHN/CAL, INC. �� y WORKS (LATEST EDITION), AND STANDARD DRAWINGS OF HE COUNTY OF R/VERS/DE. /T IS 40880 CO61N7Y CENTER DRIVE SUITE R THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH HESE STANDARDS AND CODES TEMECULA, CA 92591 9 n Rv AT ALL RUES. , (951) 600-9271 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPEC70R 48 HOURS CONTACT• GRAYSON WALKER, G.E. TR28214 .`.. 15 PR/OR TO BEGINNING OF ANY WORK. CALL FOR INSPECT/ON AT(951) 674-3124 EXL 247 BETWEEN THE HOURS OF R-00 A.M. AND 4:00 P.M. MONDAY THROUGH FR/DAY. ' ENGINEER.' "Mai�NTA1N GE ;u\�`Poyv CITY of LAKE EzsiNORE KWC ENG/NEERS A� GDP 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL N ACCORDANCE l4 A CALTRANS TRAFFIC I_ CA[TRgNs R --- - �_ ffWC NGINEEN AVENUE, SUITE 100 MANUAL AND WATCH MANUAL AT ALL T/MS DURING CON57RUC770M AS APPROVED BY �� CITY ENGINEER OR HIS REPRESENTATIVE. FA/LURE TO DO SO SHALL REQUIRE IMMEDIATE' ��-�- CORONA, CA. 92881-3370 �1 s WORK STOPPAGE. ELSINLN2E �� w�KE, CANrUN ROgQ r CON A 734-2130 CT MIKE TANG, P.E.5. /T SHALL BE HE CONTRACTORS RESPONS/B/L/lY TO HAVE A RESFONS/BLE REPRESENTATNE aTY OF IMF _.- -�' R' AT THE JOB SITE AT ALL TIMES DURING CONSTRUCT/ON. r r----ALT yo pt' RI RgDE 4 CRANI�' ` ` `-�- � OWNER /DEVELOPER.• �`� LAKE I 6. /T SHALL BE THE RSPONS/B/L/7Y OF HE CONTRACTOR TO ARRANGE FOR THE NECESS4RY �Q QI�-� �� mB = �^ Q(1L ril4. �?' ELSINORE- INVOLVED OF ANY UT/L/T/ES THE CONTRACTOR SHALL NOTIFY ALC UTILITY COMPANIES' j+IOR �-y-_�.-- INVOLVED AT LEAST 48 HOURS PR/OR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO n--`_'r-� " "m-,."_ FF-�� F 04S7ZE& COOKE ALBERH/LL HOME 5 CONTACT UNDERGROUND SERVICE ALERT(U.S.A.J AT 1-BOO-422-4133 AND OBTAIN A TICKET T BUILDING INC. LOCATION MAP NUMBER AT LEAST 48 HOURS PR/OR TO BEGINNING WORK. 6455 ALBERH/LL RANCH ROAD v"=zaoo' 7. HE CONTRACTOR SHALL SE RESPONS/BLE FOR THE CLEARING OF HE PROPOSED WORK tiJ LAKE ELSINORE, CA 92530 INDEX. SH£Er NO. 1 (951) 245-0476 TITLE SHEET 1 AREA, AND RELOCATION AND COST OF ALL EXISTING U77L/77S THE OWNER MUST INFORM IN ! CONTACT. TOM TOML/NSON, P.E. TITLE SUC770N NOTES, QUSINT/T/ES, & DETAILS 2 CITY TR LAKE ELSINORE OF CONSTRUC770N SCHEDULE PR/OR 10 i7/E BEGINNING OF _ LAKE ST. STA 27tT TO STA. 33t50 2 CONSTRUCT/OM ---_ I � L 8. - ------__ALL UNDERGROUND FAC/L/17ES W/H LATERALS SHALL BE/N PLACE PR/OR TO PAVING THE � � NORTHBOUND OFF-RAMP S'TA 363t00 TO STA 373t 15.42 4 -STREET SECT/ON, INCLUDING, BUT NOT LIM17FD TO, SEWER, WATER, TELEPHONE, ELECTRIC17Y, CROSS CROSS SECTIONS 5-8 GAS AND DRAINAGE DRAIN IMPROVEMENTS g FACILITIES CONTROL DRAWINGS 10-11 9. ALL STREET SEC7701VS ARE TENTA77VE. ADDITIONAL SOIL TESTS WILL. BE TAKEN AF7FR I I SIGNING & STRIPING PLAN 12 ROUGH GRADING FOR THE GEOTECHN/CAL ENGINEER TO DETERM/NE' HE EXACT SECTION TRAFFIC SIGNAL. PLAN LAKE STREET AT SOUTHBOUND RAMPS 13 REQUIRED. SEC770N THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. _ TRAFFIC SIGNAL PLAN LAKE'STREET AT NORTHBOUND RAMPS >4 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES AFFEC7FD BY THE WORK MUST BE EOONS, --� BQLINQ ON-RAMP - - TRAFFIC CONTROL PLAN 15-19 POTHOLED AND ELEVATIONS VERIFIED PR/OR TO CONSTRUCTION THE ENGINEER OF RECORD Ott _ - �SO TH TRAFFIC DETOUR PLAN 20_24 SHALL RE To THE `�� RIP - - REV/SI NS SHALL/EBE/NATHE FORM OFY;45--BU7N5 PLANS SUBM/7TEDD TO�THE-CITY ENG/NEER /- _CALTRANS R_,W ��` w CAL tA E tS Rf FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF HE PRO✓EC'T BY HE 017Y ENGINEER. Gm OF - _ _ �Lf7Y UTILITY NOTES:•LAKE ELS/Np/,E 11, ALL EXIS77NG MONUMENTAT/ON DIS71IRSED OR DESTROYED DURING CONSTRUCTION SHALL I WATER ELS/NGRE VALLEY MUNICIPAL WATER D/STRICT SE REPLACED TO C17Y STANDARDS AS APPROVED BY HE C17Y ENGINEER. CENTERLINE /" / 31315 CHANEY STREET T/ES ARE TO BE F7/RN/SHED TO HE C17Y ENGINEER UPON COMPLL770N OF THE PROJECT 1 150, o 150, 300' LAKE ELS/NORE, CA. 92331 BEFORE ACCEPTANCE/S GRANTED. / 1 1 (951) 674-3146 12 AN ENCROACHMENT PERMIT SHALL BE REOU/RED FOR ALL CONSTRUCT/ON WORK DONE 1 N= 150' SEWER- ELSINORE VALLEY MUNICIPAL WATER DISTRICT WITHIN PUBLIC RIGHT-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT THE LAKE ST EX. R/IF INDEX MAP LEGEND. i 1 1 E sAN E STREET CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF \ \ \ _ (951) 674-3146 INSURANCE, REQU/RED BOND OE FOR PUBLIC IMPROVEMENTS TO AZ TIME THE ENCROACHMENT PERMIT INDICATES STREET IMPROVEMENT GAS- SOUTHERN CALIFORNIA GAS CO. MUST BE PRESENT APRT THE JOB ST DURING THE TOTAL T/ME FRAME OF PROJECT ® PLAN SHEET NUMBER 1961 W LUGON/A AVE. CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. CAL TRANS NOTES 70 CONTRACTOR.' _ INDICATES SHEET BOUNDARY' R981 W S, CA. 92374 (909) 335-7828 1. /T/S' THE PERM/77EE/CON7RACTORS RESPONSIBILITY TO NOTIFY THE UNDERGROUND SERVICE PAVING NOTES' PHONE. 58CIPACIRO BELL GTE(VERIZON) _SPECIAL NOTES.• ALERT IN ORDER TO CLEAR ANY POSS/BLE CONFLICTS PR/OR TO CONS7RUCTION. 1265 N. VAN BUREN 150 S ✓UAN/TA ST. SUITE 180 HEMET, CA. 92543 I. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON51SIZ17Y 2• WHERE DAMAGE/S 04USED BY HE CONTRACTORS Off-RATION THE CONTRACTOR SHALL, AT 1. HOT MIX ASPHALT(HMA) SHALL BE TYPE A, WITH 3/4-INCH AGGREGATE ANAHEIM, CA. 92807 (951) 672-6518 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ON THIS PROJECT, H/S OWN EXPENSE, REPAIR OR REPLACE DAMAGED FACILITIES PROMPTLY/N ACCORDANCE WITH GRADATION AND PG 64-28 M ASPHALT BINDER, AND SE CONSTRUCMD /N (714) 666-5423 INCLUDING SAFETY OF ALL PERSONS OR PROPERTY THAT H/S REQU/REMENT SHALL 2010 STATE SPECIRC477ONS AND/OR AS DIRE07FD BY HE SITE REPRESENTATIVE. LIFTS BETWEEN 0.20'AND 0.35'ACCORD/NG TO CALTRANS 2010 REVISED ELECrRIC.• SO. CAL. ED/SON CO. APPLY CONTINUOUSLY AND NOT BE LIM17ED TO NORMAL WORKING HOURS,• THAT THE STANDARD SPECIFICATIONS SECTION 39 AND STANDARD SPEC/AL PROMS/ON 26100 MEN/FEE ROAD CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE OWNER, AND HE J. ALL WORK WITHIN STATESS RIGHT- OF-WAY SHALL SE COMPLETS0 IN ACCORDANCE WITH THE 39-2. ROMOLAND, CA. 92585 ENGINEER OF RECORD HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, 2010 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS & STANDARD (951) 928-8207 /N CONNECT/ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT. SPECIFICA77ONS, REUSED STANDARD PLANS (RSP) STANDARD SPEC/AL PROVISIONS (SSP)• 2 PR/ME COAT SHALL BE APPLIED TO THE BASE PR/OR TO PLACING THE HOT (951) 820-5498 CARE SHOULD BE TAKEN TO PREVENT GRADED D/TCAS AND SWALf',FROM HIGHWAY OES/GN MANUAL (HOM) POST MAY 2012 ED/170N,• ENCROACHMENT PERMIT MANUAL M/X ASPHALT. PR/ME COAT SHALL CONFORM TO HE LATEST PROVISIONS IN FIRE.• RIVERSIDE COUNTY FIRE DEPARTMENT UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE 51IFS, HE CITY (EPM)• ENCROACHMENT PERMIT UTILITY PROVISIONS, AND CALIFORNIA MANUAL ON UNIFORM STANDARD SPEC/F/CATIONS SECT/ON 93 AND THE CAL TRANS STAN04RD 4080 LEMON STREET 2ND FLOOR or ENGINEER MAY REQUIRE ADD117ONAZ PROTECT/VE MEASURES FOR FLOWS, TRAFFIC CONTROL DEVICES (CA MUTCD) 2014 EDIT/ON. SHOULD A CONFLICT AR/SE 8E7WEEN SPEC/AL PROVISION 39-1.03C(3). RIVERS/DE, CA. 92502 0 ENTERING OR LEAVING IMPROVEMENTS: THE CONTRACT PLANS, SPECIFICATIONS AND/OR DETAILS PREPARED BY THE PERM/TTEE, THE (951) 955-4777 w 3 TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT INCLUDING PLANED FIBER OPTIC.• LEVEL 3 COMMON/CATIONS 2. ADJUST ALL STORM DRAIN AND SEWER MANHOLES, AND WATER VALVE 5 STANDARD PLANS, REVISED STANDARD PLAN STANDARD SPEC/F/CATIONS AND S TO STATES , STANDARD SURFACES, BE7WEEN LAYERS OF HMA AND VERTICAL SURFACES OF CURBS, NE7WORK RELOCATIONS DEPARTMENT FINISH SURFACE. SPEC/AL PROVISIONS SHALL GOVERN AS DETERMINED BY THE STATES REPRESENTATVE. GU77ER5 AND CONSTRUCTION JOINTS TACK COAT MUST COMPLY WITH THE 1025 ELDORADO BLVD SLOG 334-522 Z . SPECIFICATIONS FOR ASPHALTIC EMULSION IN SEC17ON 94, ASPHALT/C BROOMF/ELD, CO 80021 BASIS OF BEARINGS' 4. ALL STRIPING AND CO STRUCTURES SHALL L E RSTORED (/F DISTURBED) TO EMULSION,"OR ASPHALT BINDER /N SECT/ON 92, ASPHALTS." (720) 888-5688 e PRE-CONSTRUCT/ON CONDITIONS UPON COMPLETION OF CONSTRUCTON "DECLARAT/ON OF ENG/NEER OF WORK" t THE BASS OF BEARING FOR THIS MAP /S THE LINE BETWEEN THE NGS MONUMENTS 4. RELATIVE COMPACTION OF 95 PERCENT SHALL BE OBTA/RED FOR A ALBER"(P/D OX3793)AND '1NALKER"(P/D OX3782� BEING N527LS32'1N 5. ALL SURVEY MONUMENTS DESTROYED DURING THE PERMIT CONSTRUCTON SHALL BE REPLACED MIN/MUM DEPTH OF 2.5 FEET BELOW THE FIN/SHED GRADE, FOR THE ACCORDING TO CURRENT STATE STANDARD PLAN A74. WIDTH OF HE TRAVELED WAY AND 3 FEET ON EACH SIDE ACCORDING TO HEREBY DECLARE THAT THE DESIGN OF THE/MPROI�EMENTs'AS SHOWN ON BENCH MARK STANDARD SPECIFICATIONS SECT/ON 19, "EARHWORK". THESE PLANS COMPLIES WITH PROFESSIONAL ENGINEERING STANLa4ROS ANO g 6 CAL TRANS DISTRICT TRAFFIC MANAGEMENT RECOMMEND THE PLACEMENT OF PCMS, 7 CALENDAR PRAC176 S AS THE ENG/NEER IN RESPONSIBLE CHARGE OF THE DESIGN OF FROM THE/NTERSEC770N OF LAKESHORE DRIVE AND DRYDEN STREET 40 FEET DAYS PR/OR TO REOUES7FD CLOSURE DATE TO ADVISE MOTORIST OF AN UPCOMING LANE THESE IMPROVEMENTS /ASSUME FULL RESPONSIBLE CHARGE FOR SUCH DESIGN. \ SOUTHEASTERLY ALONG LAKESHORE AND 40 FEET NORTHEASTERLY TO THE CHISELED REDUCTION. 5AGGREGATE BASE(AB) SHOULD BE CLASS 2 AND CONSTRUCTED /UNDERSTAND AND ACKNOWLEDGE 7MT THE S/GAW7VRE OF THESE PLANS BY SQUARE"/N THE TOP OF CURB AT BCR. ACCORDING TO STANDARD SPEC/F/CA770NS SECT/ON 26, "AGGREGATF THE C17Y OF LAKE RSINORE, ANO THE REVIEW OF THE PLANS BY THE `o BASEST' C17Y OF LAKE ELS/NORE, /S A REVIEW OF GENERAL COMPLIANCE W177.1 017Y 7. THE CONTRACTOR SHALL NOTIFY THE 7NANSPORTAT/ON PERMITS OFFICE ✓AY HORTON, '� STANDARDS. THIS APPROVAL IS NOT A DETERMII✓A77ON of THE 7ECHN104L ADEQUACY BENCHMARK NO. C-95-33 ( *N4omeeA!S 11AS-QW✓r No?B: OR ACCUR4CY OF THE DESIGN OF 7HE IMPROVEMENT'S SUCH APPROVAL DOES NOT, �916-322-4957 15 DAYS /N ADVANCE OF ANY VERT/CAL AND OR HORIZONTAL CLEARANCE 9Mf a,,r"w9wv aeaw .M•oM T o«e wwrwt�w +�Y Y••-)se. 7HEROMORE, RELIEVE ME OF MY RESPONS/B217Y FOR THE DESIGN OF 7HE5'E ELEV = >356.45 MSL (>929 DATUM) CHANGES INCLUDING LANE SHOULDER CLOSURE, LANE SHOULDER WIDTH REDUCT/ON, AND ETC. �•'T "'4 TMf c°"�' / / �et,•raus a•.9an•••u.+o on..+�•s w.le x+otir•sMw+N�„T9•••hM+e✓~.6, w66 TWA /MPROVEMEH75. F�6t0 Ftce� M^*�'p�u us_ rMl}p.P•a+ra.+�weV c•.w.+B•i1M WWA•e. - 8. THE CAL TRANS PUBLIC AFFAIRS OFFICE MUST BE MADE AWARE OF THE CONSTRUCT/ON ,,�cysawn••��)w&or.+l<y N"MN►o•ec•s.+w•d �.�� Li/1�A 7 L. fw.a.T, •y ".at :Y TMw-a"w.� •.syls�+.eo....�rc,c.l„c T ACTIVITIES ESPECIALLY "LANE CLOSURE W/H REDUCT/ON OF W/OTH TO TRAFFIC LANES" 77Z4FRC 14� �� " "��i o.o,.or wwN+e, ��«rwa ENGINEER OF WORK vA7E as cw9.�w,Iwo• r•A•/N•9M+M'^• IN THE EVENT HE CALTRANS PURL/C AFFAIRS OFFICE IS ASKED TO ISSUE PRESS RELEASES 'As-wEu►! -� SAID INFORMATION IS REQUIRED 7-DAYS PR/OR TO THE CLOSURE. Wi b ®V 1/4 7 l7 `P•"dsE.3 �++•a./s•I+9-" CALTRANS PERMIT NO.O&16.6-MC-0720 0 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL �oQaocEssTo� CITY OF LAKE ELSINORE SHEET CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT gc/yii.Ml•f ANva Qwvw �Ak,:,,i t/NyprE Aa w� s 4r - p,i MAY BE ISSUED. ENQ/NEERS ) T' CI•M•.D A. a�I,�C*%Iw� P� it-3�1 - C7�i\�� T c+F� CINL ENGINEERS•PLANNERS.SURVEYORS LAKE STREET AT /-/ 27 A ~ ��l �� kf �I��6 �;�� 1L';' W No.64263 fam•'1 1559 COMPTON AVENUE•SURE 100.CORONA.C 92551-MIO.951-1N-21�0 /1r.MIM M UI�srMMb t1+�K AMM�r�i0�AD 40 A.~&�'�W. 4+ t-5-4 � � ExP.6/30/17 2 SCALE: BENCH MARK: S//TEET/MPROI�EMENTS OF SHEETS w*/~ ®�r'uW�rt f A�ft"�4�jg'�•MR��5_ I2�� BRAD FAGRELL, RC 3920 DATE MIKE C. TAING Zpq•I•E, * * '�ABOW C-95-33 d►Al//99wa' As.N//S CITY ENGINEER R.C.E. No. 64263 `TqI. CIVIC ��1*Q" ELEYA770k IJ56.45 MSL FILE No. CITY OF LAKE ELSINORE FOF CW\F r DATE: 02101116 SEE SHEET NO. I FOR DESC. ME SHEET COUNTY ROUTE POSTMILE (HILOMETER POST) TOTAL PROJECT CONSTRUCT/ON NOTES AND QUANTITY EST/MATE_ EST/MATED EARTHWORK OUANT/T/ES R/V 15 26.46/2T O AL PROTCC/42.95) REMOVALS & RELOCATIONS CITY CAL TRANS TOTAL GRADING SUMMARY _ c�lr 041 AANS rOrAL ... REMOVE L-XI577NG PAVEMENT 0 S.F. 4,380 S.F. 4,380 S F. CUT(C.Y.) 0 0 O x•MD,.•II p FILL (C.Y� 380 1 1210 1590 tiI,t�V' 01 REMOVE EXISTING INLET S7RUC77lRE 1 EA - EA 1 EA 'ABOVE ES77MA7ED OUANT/TYS ARE FOR C17Y PURPOSES ONLY. OUIN7777ES MAY .,,,,,,x i� - - „,,, re ` *• .11 REMOVE EX/S77NG PIPE AND CONCRETE COLLAR 1 L.S. - L.S. 1 I.S. VARY DEPENDING ON ACTUAL FIELD COND177ONS NONE.• THE ABOVE-OL4N7777ES HAVE BEEN E3'77MA7F0 BY THE ENGINEER FOR (uD CLEAN AND REMOVE ANY OB57RI1077ONS FROM EXISTING > L.S. - L.S. 1 1.5. PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL 00FRM/NE HIS OWN 011AN7777ES � ARE AND OUTLET S7)PUC7URE AND H£/S SOLELY RESPONSIBLE FOR DETERMINING THE AMOUNT AND COST OF IMPORT/EXPORT AND OTHER GRADING OU4N7717ES FOR THIS PROJECT. -- SECTION TIWII `'i�..'w'°a.."m+°4nn i eaw•w.e»°o.«.uc. CONSTRUCTION NOTES CITY CAL TRANS TOTAL 14'2 21.8' 1 RAIL ELEMENT -i»+«»a rw,p a..w.• w PROPOSED PAVEMENT �• EXISTING PAVEMENT -- _ VARIES 25' 4' VAR/ES AA 2.3" 11.5 ' 8' "'"'re'"-I`"` .{.� TMl='�'•'�+W'»"'"'""°""° s ' CONSTRUCT 0.60'HOT MIX ASPHALT(HAA7) CONCRETE TYPE A (AC) W/77r'j-/NCH AGGREC47F - S.F. 5,450 S.F. 5,450 S.F. EX GROUND 0.f0'MIN THICK u ��"^' '��+ '"^"••' o ..7»T, .^• GRADAT/01✓&PG 64-28 M ASPHALT B/NDER OVER 0.65'AGGREG47F 54,88A.5E CLASS 2. 4/ HMp 10.2) AC OVERLAY SHOULDER n�„•° IX.EP aMIDWEST GUARDRAILSYSTEM WITH NXV POST AND BLOCKELEr1Tld .a..,,"».w. /m-...,E.,.° W(rD8 CONSTRUCT 0.60'HOT MIX ASPHALT(HMA) CONCRETE TYPE (AC) W/lh'j-INCH AOGREN47E' - S.F. 4,6f0 S.F. 4,6f0 SF. 6R 22OR 1 (-2.OX) IX.GROUND r v°`.., • "�»•« ~»ram^»• GRADATION&PC 64-28 M ASPHALT B/NDO OVER 1.70'AGGREGATE SUBHA.SE CLASS 2. --1------ "•""'^"'° /w•" •'•«�' � _=•"�>:°�"'• (:2) REMOVE ___ ,-- C`_J REMOVE AND REPLACE EXISTING PAVEMENT 200 S.F. 2,570 S.F. 2,770 S.F. EX.GROUND A:� -------__ w�-. ±°KK �w - g- �, �M»�,,•• COLD PLANE AND OVERLAY a 10'AC MIN. 200 S.F. 36,000 S.F. 36,200 S.F. 0 S4WCUT Ilia `"°`�v 4`�� "„"°°'"'°'�«^"•'_"'°°°'" D4YUGHT NE OFF RAMP - 44 SECRON �� CONSTRUCT CONCRETE CURB TYPE Al-6 PER CAL7RANS STANDARD PLAN A8'7A - L.F. 565 L.F. 565 L.F. © re pre ��" 363+60.87 TO 368+00.00 PM. „(5 CONSTRUCT 'HOT MIX ASPHALT(HAM) CONCRETE CLASS 2 AB(ACf W17Yf -/NCH 1,360 S.F. 6,250 S.F. 7,6f0 S.F. NOT 70 SCALE AGGREGATE GRADATION&PG 64-28 M ASPHALT BINDER OVER ir69,AGGRE('4TE 1 2' 21 8• ELEVATION SUBBASE CLASS 2. °' RAIL EI EIsNT SPLICE DETAIL � PROPOSED PAWME19 EX/SBNG PAVEMENT «�.V?-'.� ^��«...,+..,« ,00e „"re C:J CONSTRUCT CONCRETE FLARED END SECTION PER CALMAIS STANDARD D94E7 1 EA - FA 1 EA VARIES 2.5' 4' VARIES 2'3 11.5' 8' '^'^'^'^^'^•+'^s°"'•'�::'+:°w:,... -LJ ._... °...,."`>,.,".a.".x. '°". '. "<«:.'4ra'"�"" MIDWEST GUARDRAIL SYSTEM SHLOR (0'-10.2) SHOULDERaI^,.,7a».:<'f.«'^'°.+'Y'r."°'°""°00'°'"'» sEcrmx A-A STANDARD RAILING SECTION �� CONSTRUCT 30-RCP PIPE CLASS/V(2000D) f0 L.F. - L.F. f0 L.F. IX �U yI� tNrWOO DOLT tK17N ' 0.f0'MIN THICK •^ x•'«»"„,•••^• pD T II�IS�ALLA�IS WOOD BLOCK) br:a." (� CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STANDARD OWG. NO. M803 1 £A _ £A f EA +!•� H'� E A AC OVERLAY w w_ T r5X 2.OX 1 (-2.OX) IX.EP IX.GROUND O - --=-- „ R CONSTRUCT 8ASE✓O/N7F0 PLAN CONCRETE PAVEMENT(✓PCP) OVER 0.70'L'LASS? - S.F. 68f0 S.F. 68f0 S.F. -------- ... -_. AGGREG47F BASE(AB). IX.GROUND 4•�� IA - - SAWCUT it w a w.•. x..x,r , 10 CONSTRUCT M/OW£ST GUARDRAIL SYSTEM WITH N1900 POST W/7H WOOD BLOCK PER 118 L.F. 86 L.F. 204 L.F. C C4L7RANS STANDARD A77L 1. E OFF RAMP - 44'SEC77ON - r° » «•n=• - y;q� :� "� I,uuu TABLE A .,^.•.,., 368+00.00 TO J71-I-25.00 0 CONSTRUCT HOT MIX ASPA/.4LT D/KE TYPED PER REVISED G4L7RANS STAND4l?D PCAN 145 L.F. - L.F. >45 L.F. _ -•° +,.,.. ':,.•."+..... •� ' RSP A878 NOT TO sc4LE to yBw r,a,iLL w Y - -__ BDANTtTIES 'NOTE.• THE TOTAL DEPTH OF THE PAVEMENT STRUCTURE(DEPTH FROM THE SURFiICE W THE SUSGRADE)SHALL 14.2' 21.8' ""� ELM 1 MATCH OR BE IT//CKER THAN TITS PAVEMENT STRUCTURE GRADING PLANE OF IH£AD✓ACENT 777AFF/C LANE. PROPOSED PAVEMENT fX/SBNG PAVEMENT �•«t• - ,, •, . LEGEND & SYMBOLS 2.3' "°"" VARIES 25' 4' VARIES 11.5' 8' i4 . : • eASE e� w r _ EXISTING ELEVAT/ON EYC =END OF VERTICAL CURVE ( ) E SHLDR 0'-10.2' SHOULDER E'... .. - nrY 4-I r,¢ Y IX.GROUND f DRIVEWAYS I. y IQ LOr NUMBERS ECR =END OF CURB RETURN ¢'TA, 20% (- ) _ '�" .D •'-p;-- P iv 0-- WATER METER LL = LAYOUT L/NE SIDEWALK FL = FLOWL/NE �� 1 2.OR IX.GROUND #� "'" i "STREET L/CHT FS =F/N/SH SURFACErro NR € 1 r `A L E--�- F/RE HYDRANT GB = GRADE BREAK IX.GROUND R� _ .., '""-- ""°p`re'M` `- 9 -------- SAWCUT TwE AN cults TrPE AE°Neas rrPe As claws Tree a nwa TYPE E Euee = DAYLIGHT NE OFF RAMP - 44'werl N ,D• ��--��-- -a WATER VALVE MOC =M/DOLE OF CURVE " € ' O SEWER MANHOLE MVC =M/ODLE OF VER7T04 371425.00 TO 372*15.42L CURVE NOT TO SCALE .- T^ CATCH BASIN N2Y = NORTHERLY EX/sr £X/Sr. -L ""' '""-- """"""r •-P L ` TrPE al clues Erne BB news rrPE«evcuees Trx u cuww TYPE x wew 3 BLOW-OFF OC = ON CURVE WLY FLY ,••", ,••,�•• " AIR VAC/AIR RELEASE PCC =POINT COMPOUND CURVA7URE PL i 44.5'-149' PL yes, Lg�M..�. - 42.0' 13.5'-41.5' r Al°i!"°......w.•.,.>.,...°" =PROTECT/N PLACE ^«-»•^-a^•+- _..._::... STORM DRAIN IXISRNG PAIEMLWT PROPOSED IMPROVEMENTS .,. ,,,-, w•,-? =•=".!==+=%1"°•"' DAYLIGHT LINE OR CUT/FILL LINE PRO = POINT OF REVERSE CURVA7URE 20.5' 21.5 75'_10.7' 6' O'-24.3' "+-' -" _�a;ga�""'^A"•a•^�'«' ^"°' "°°°""T�`"'"'"""°" CURES AND DRIVEWAY• NEW CONCRETE PAVEMENT PROP. =PROPOSED 1 �1' .„..,«.°•, w scALE _ -NEW A.C. /A.B. 5EC77ON RUE =PUBLIC U77L/7Y EASEMENT VARIES(1'-J A A li -COLD PLANE& OVERLAY RP =RADIAL POINT VAIRES IX.EOP H MA 2 R/W =RIGHT OF WAY �IX.EDP(VARIESR) IX.AC (1.6-1.9X) 0.f0'MIN THICK VARIESX 10 -� ---- AC OVERLA (1.3-1.6X) TOP OF -REMOVE EXIST. AC PAVEMENT S = SEWER -- L- `°'• TOP OF CURB ELEYAPON u SD = SR7RM DRAIN EX.2:1 SLOPE _ \2\ ®.` T 5 BCR = BEGINN/NG OF CURB RE77lRN SFM = SEWER FORCE MAIN ---' �'��Y « 3 IX.AC BERM S'LY = SO✓THERLY TO BE REMOVED "� c `� �- -,•lt w n BVC =BEGINN/NG OF VERTICAL CURVE I WE STREET• - SECT)/ �� Y11CNf E ""' I n A'.I- : TAN = TANGENT IX.GROUND I "•'' 1 w LIMITS OF GRADING F 25*26.90 TO 26+43.20 ® CB - C47L'N BASIN ` TB 70P OF BERM NOT TO SCALE wre' L =•` CL = CENTERLINE - _ re = TOP OF CURB rYPc A TWI c w rrca o IYrE E E F ri EP =EDGE OF PAVEMENT +•• + T1.. = TRAFFIC INDEX 13.5'-41.5' C15ES If = WATER EXISTING PAVEMENT PROPOSED IMPROVEMENTS `p^ 25.4' 21.1' 3.2'-10.7' 6' 0'-24.3' N 13.5'-41.5• A. N r , EXISTING PAVEMENT PROPOSED IMPROVEMENTS 1 HMA TYPE 0'-156' 25.4' 21.1' _ 3?'-)0.T 6' 0'-24.3' EX.EDP EX.AC VARIES 0.10'M ( ~EX EOP //SfD �7' (VARIESX) (1.6-1.9%) AC oVERUY 2.OX CASECASE c-2 N 8 IMP +• -• VARIES VAR, HM4 ME � � -' ---� .GROUND TYPE D AND E BACKFILL DETAILS I ' (0'-10.0) i EX GROUND 1 4 HMA TYPE (1'-�10.17;f,CIASS 2 / ---- ! CLASS 2 IX.EDP - WAY E: 0.10'MIN THICK VARIES$ VARIESX 0.10'MIN THICK... rIX.FOR 4 / ,I, 0 Ali AC OVERLAY AC RLAY \ L - / --'-- S ,» EX GROUND - ---- -- EX.GROUND ® \ 'LAKE STREET- S£G'IAON7 SAWCUT -DAYLIGHT W"'"M»11°»"�""•t°0�"'»•"•^"«•�•,- :. x rx.Aa".•«r.°»W.e+...,..r.,ea..r•^.aerm.m»r".•,^ n•Dxcn raxu o 1: S ------ EX AC T5f 27463.35 TO 32400.00 LIMITS OF GRADING T NOT MIX ASPHALT DIKES ` S4WCUT SAWCUT ---- No scALE 1 Nor TO SCALE a'°P':M'"LAKE STREET- SECT]•ON VI/,� Atftl w.REVILOp tTANDAR PLAN RLD AL126461.21 TO 27+63.35 32*00.00 TO 33454.07NOT TO SCALE UZ II,�p Ov Z/4/17 .4/ r7770UNS PERMIT NO.08-154-M"720 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SIX• QROFESS/O ffovArNORIETEM CITY OF LAKE ELSINORE SHEET 2 CONDITIONS OF DEVELOPMENT AND/OR CffY AND STATE LAWS AND A PERMR `� CoG/7/i8.w1 RewsE6RnvA�' so i IZ�3� MAY BE ISSUED. �4Q�y� qi4 F Q ROyA��A"1 14M SF.M SE eWAAA*°A•e 10 eY_ROPP CAAA/Wmro CIVIL ENGINEERS-PLANNERS SURVEYORS LAKE STREET AT /-15 24 fNFVAte C.N5^x*-a Awe CAAo° xftm -e+,•ArmpA,W w•eA wt s lEo-Is 40"N► 9 Z 1990 CgAPIGN AVENUE,SURE 100-COflOxA,CA 92881-JJ)(1•f151-TJI-21J8 _ „1A•/ (2-3-1 w ND.64263 rn mwewft-" am APjwfeUsmw s ow Avae~ww ,.,"I Zr1-) � EKP•6/30/17 a SCALE: BENCH MARK: OF SHEETS 2-r?-n N,_ * * SZEA80vE STREET IMPROVEMENTS sf n yAlof 1M4S _ BRAD FAGRELL, RCE 4N20 DATE MIK 33 C. TAING DATE 1V1` �Q C-95- CONSTRUCTION NOTES, FILE ND. o CITY ENGINEER R.C.E. No. 64263 gTFOFCAL\FO�� DATE: 02 � 6�M�G ,-0�5 ? - CITY OF LAKE ELSINORE /O1/>6 QL641VT/T/ES c�' DETAILS I ETER 1__ °P 230 18° V UTE POSTMIL TOTAL MROSECT POST W C R1V Ro15 26461, ..69 (42.5912.95) L , w _ 1 h- _ CONSTRUCTION NOTES _ 12 - t§� 26.00LTIOFC� -00 0 0 �h � �� ^�� .. .._1 _ _ _ I O p h b O^O� "� ry ry ry O CONSTRUCT 0.60'HOT MIX ASPHALT(HMA) CONCRETE "�^^'")^^"� fA A (AC) WITH -/NC R T/ON& N PG 64-29 M ASPHALT BINDER OVER 0.65' _.- _ -r.._ti AGGREGATE SUBBASE CLASS 2 `�^ p.63% O2 REMOVE AND REPLACE EX/S7/NC.AVEMENT 1 1 2.22% 1 -- --- - - - - To GOLD PLANE AND OVERLAY O.10"AC f -�- 7ss% _ ® 32 00E�T O FS ® CL F CL (� �.. CONSTRUCT CONCRETE CURB TYPE Al-6 PER - Jul' O m 0 CALTRANS STANDARD PLAN A87A n h - PV/=1229.00 p p O o CONSTRUCT 0.55'HOT M/X ASPHALT(HMA) CONCRETE �._ 4, k -. .. Da _.-. 1240 -0L_, CLASS 2 AB(AC) WITH 44-INCH AGGREGATE 4240 CL - _ _ m O O O O O d N GRADATION&PG 64-28 M ASPHALT BINDER OVER d' 0 0 - - O^ p 0 p v� O p O O O o, O O ry O a ^ ^ 0.35'AGGREGATE SUBBASE CLASS 2. 00 O^ O-N O"� - O� 01.E --- -CONSTRUCT 0,95'JOINTED PLAIN CONCRETE PAVEMENT(✓PCP) OVER D 70'CLASS 2 AGGREGATE BAS (AB).l - -- (0_70%)- (0.20%) (0.22%) (0.149)- (0.70%) -(0.002%) -----------T-(-0.30%) __ - E . __-- ------e.---- p.--- = -e--------0------ ------.-- ---o- CONSTRUCT M/OWEST GUARDRAIL SYSTEM WITH WOOD ----- --------------- ------0---- $-" 10 POST WITH WOOD BLOCK PER CALTRANS STANDARD L=29..89' L- 8. A77L1. P/-1229.64 %1230 18 PORTION O 00.00' VC / _ CONSTRUCT HOT MIX ASPHALT DIKE TYPE A PER °FR °/4'. °,� °/4 % % % % W _ PV/-1228 40 REVISED CALTRANS STANDARD PLAN RSP A87B 1240- �� ON �� 12E3 d•^^ O OOp Ohh __O 00 �� y- O O p N •.^cp a�� co�00•.tp OcV r\ �'00 ^^ N'") O'")'") O~� O O Ooi Ooi 0o 'Soi NOo h p "i"pro h0 O N C�gl O oaiO y"O�N �Ooi O0 O) NN '")^,� ^Oh O� h�� NN NN �NNN^� N�� NN. �ti •�. T-1.49%^ N ^^ ^^ ^ ^ 1120% N ^^ (2.08%) 1 6 9 0.12% _ 0.00% -0.30% T=0.70%1 T=9.30% PROPOSED E2 Y AC D/KE� PROPOSED E'L Y TC m� r=-1.38% m m PROPOSED TC PROPOSED EP a 37 00' RT OF CL ® 30.00' RT OF CL NON CAUT/ONh� PROf/LE SCALE ° c HOR/Z 1"= 40' /74 44' 41' 0 40' 80' 710, DBL. VERT 1" = 8' P/=1229.67 .25*00 26*00 27*00 28*00 29*00 30*00 31*00 32f00 33f00 34t00 35*00 SCALE IN FEET W za• ,dam-I j O '��Il r•\, EX. 373+7261� (123212)Qs A STA. 27f 14.99 LAKE STREET t EX EP O 1 123198 ' =STA. 371 f39.42 SB OFF RAMP 1 EX. EP IL 1232D2 TC ( J m =STA. 371f97.04 SB ON ROMP >2'7.2>To /372t1t3> W 123L52 To '112-277 FS l 723L23 TC EX CONC. EMBANKMENT EX ST LIGHT TO BE REMOVED l 1231.66 TC ll '\ EX SIGN& 373f5G.00 t7L'Q5.212 J731.15 FS EX LAKE STREET R/W - - - - 123D 73 FS POST TO REMAT 23' 123734 TC EX. SIGN 1230.91 TC EX VAULT 11312D rc -- 123LB4 Fs STA, 32f99.99 LAKE STREET REMOVE EX TO REi1/A/N7 ti EX CONC EM9A1VKMENT EX ST. L/GHT& 1230.70 FS N 123z4B TG =STA. 372t97.29 NB ON-RAMP /' f23D 41 FS SIGN&POST h 4 REMOVE EX. P9 TO BE REMOVE,- L M (1 J23L98 FS .=STA. 373t 15.42 NB OFF-RAMP SIGN&POST EX. SIGN& 123D 15 TC :RG 4 EX SIGN&POST EX ST LIGHT TO --EX. INLET PP �� 42 BE REMOVED \ J23066TC K I re rt I r rr r POST TO REMAIN i 89865 FS 4 E. �TO REMAIN E, S/GN 4 123016F5 ��--EX. SIGN TO EX. SIGN TO REMAIN '111898 FS 123E D TC 0 EX BERM ��EX. FH EX BERM TO REMA/N y,�° REMAIN4--EX 123D50FSREMOVE �TO REMAIN P/P �LO�ATE/REPLACE123043 TB) f23007 FSJ 27 - 113.17 ( -� (1 J -�- (j61J �� '�-j�1228.89) 5 723033 TC PORADN OF EX. AV&BOLLARDS ( 1229.71 TC 1229 19 ryfs 1129B3 FS EX. BE?T3t54.07 1131.4 TC/18 D 5 3 (1729.97 fS)26 `^ AC �O SAWCUT `� 6 � EX EP CR®20.48'LT _ 02 + �__ -. _ N06.24 DO'l'Y 2 2 173234 FS 34 EX. SIGN 35 123. 3 h�i 3 31 + .31 L/NE 3 -- - 1229.71 EXI -- - +- -- - -.r - �- - t- - - -�-I- EX. EP 1 -�-- -I- -- + - ( J 33 >23Z 19 FS I f23312 T 0 >7 t027..TB p „ �3�0�y1��) 16r61.1 h^ 77f6335 54WCUT L/NE- Ex 72x6 Rc6 3 El - 972 (123417) �. Q11 27228 TB) t 1 o JOIN Y. 7126:90 2 '� 723L90 FS EX EP v ( J \ 123007 FS L23D 30 TB C "�ry EX EP 1229.60 FS- _ ,� ECR 62 �J22979 FS 1 l 5 >22856 FS p ( �. �.f7301o'TB (1229B4 FS) J � � 3� 1229 66 FS 1. . Ex Ah@T ro --- (72 FS) J734.1_2 REMOVE EX BERM 6CR031.B6R r,r\ ( J ECR®28.90RT 'o - - _- EA'E�Ec C`. G X ST LIGHT O m EX. PP F'/P o - -. IT„� Ex,7s"Rcv r fX. VAULT d13016 T \ \ / FS Io o - >2;O.OB TC Ex rE[ --_,._- -_-•�= 5 / /�" BE REMOVED T o 7 112966 fs P/P EX. PP ry (1230.11 7Bf / ro 2•J 1 122958 FS PROP EP 5 PIP �-� EX VAULT \ 1229 61 FS F 10 �'� H I EX ST L/GHT TO BE EX. PP / REMOVED aII EX. PP EX STORM DR9/N MANH[E I P/P �Q EX. BO. P/P l EX. PP P!P P/P PO� REMOR_ANO REP(CE ER /GN&POS'J 5TORM R_4/N PER SH_EET_7 g I MOD/FY SD MANHOLE COIrER O EX INLET PP- ' O o r c ° n `EX S/GN& EX. SIGN& EX. SJGN&POST / _ _ _ _ C RELOCATE/REPLACE CALTRANS STD &AO✓US7 TOG DE IF LAKE STREET R W 4 POSTS TO POST TO REMAIN h'ELOCA,. EX P9 o p Q BE RELOCATED / RcM01/-AND REPLACE EX. EX. AV&BOLLARD r 12W.W TC n ° >23069 EX. INLET P/P REMA/N - REMOVE AND REPLACE EX A ' 3 MS,YT ENO TREATMENT PER � •. n SIGN&POST a _ -_ SIGN&POST I I 123J 44 FS' -.2078 CALTRANS STANDARD 2 y LLL FS EX SIGN TO / �' \\ 7958��REMAIN J EX. CONC EMBANKMENT �� 0 Q ,,,,Zz(1230(8 F,S) ± 1 EX. CONC EMBANKMENT Q Y L-0 O STRENGTHENED MGS I STA. 772-h35.12 INTERSTATE 15O INSTALLED 2 METAL STA. 30.00 LAKE STREET O POSTS, f BEFORE113E AND 7 AFTER PER( ! RSP A77R2 EX FLOWL/NE y c� %123D:79 FS) I I V�0 / LINE/CURVE TABLE NO. BEAR/NG/DELTA RADIUS LENGTH TANGENT Ir o -BUILT � F622654" 26.50' 28.89, 16.07' �1'1 EX. PAVEMENT / / 27 , /" /` - ` ��1f 13 N04562B'1N 115..34' I_�� - 8424'17" 6000' 88.39" 54,47' I J / �✓ R.C.E. 64263 EXP. 5-30-21 DATE CI 692947 62,00' 7520' 43.01' (�- 705021" 20.00" 24.44' 14.07' SEE SHEET 4 K{YC ENGINEERS O (1< 88'4603" 12.00' 78.59' 11.75' I /(///-� T //�� FOR RAMP IMPROVEMENTS m OL -- 47.5044" 20.00' 76.70' 887' L/ 1/ \L s/ REL r e 402754'" 24,00' 16.95' p� (6 47.5044'" 60.00' 49.50' 8.87' )ab OV 1/4/17 CALTRANS PERMIT NO.08-15-6-MC-07201117 - a o THESE PLANS HAVE BEEN REVIEWED FOR L900APUVW WITH THE APPROPRIATE PREPARED BY: ROFESS/ y AMP, ,3MARK REVISIONS APPR. DATE SEAL CITY OF LAKE ELSINORE SHEETCONDITIONS OF dEVEU1PNENT AND/OftCITY AND STATE tAWS AND A PERMIT �� C. r 9�MAY'BE ISSUED. �� q y Fy NEERS 0617118 MOT LL REY/SE GRADING ALONG SB ONRAMP DUE TO EXJSTING SLOPE CONDITION ON ADJACENT PROPERTY �2-3- Go C CAL ENGINEERS•PLANNERS•SURVEYORS �,qKE STREET AT /-15 24 W Z 1880 COMPTON AVENUE,SURE 100•CORONA,CA 9288E 3370•951 734 2130 //�� No.64263 r+ 06/f4/>8 MCT (,u/DEN77fY UNDERGROUND DRY UTILITY LINES,ADJUST EXISTING SD MH AND RENSE.AI EA�ENT SECTJON. ��L-�-lot _ OF 09/26/IS'MCT ®AS-SU/L 75 12-3-111 Z-17-17 t * Exp.6�30�17 * SCALE 7=40' BENCH MARK: SHE STREET /MPROlVEMENTS _ BRAD FAGRELI,RCE 43920 DATE MIKE C. TAING DATE CIVIV P ELEVATION IJ5645 MSL LAKE STREET FILE No. CITY ENGINEER- R.C.E. No. 84263 gTFOF CAUF�� DATE: 02101116 SEE SHEET NO 1 FOR DES-- SR 27t 14 TO 33t50 ,7�016 CITY OF LAKE ELSINORE PORT/GN OF 7 0 DO' VC TRANS/T10N EP ; PORTION OF 70O I COUNTY ROUTE POSTMII.E (HILOPROJE POST) 1'V/=1247 2 Ft9-12 6.80 TO AL PROJECT PVl STA. 363t50.00 PV1 STA. 3 3f50.00 c,=o �4 c2=-1.82% q" o c,=o.ea 15 26.4612969 r4259142.95) o rn t N o ro oo o o PROf�OSEO EP I a d av° o 0 0 o W qq o ® 1c 5' LT OF CZ CONSTRUCT/ON NOTES X O CONSTRUCT O 60'HOT MIX ASPHALT(HAM) CONCRETE ^ N�;V i ^ O N O •^ O 00 O ; 17/=7 31. 4 P/=723L7.23 I TYPE A (ACJ WITH -INCH AGGREGATE GR4D4T/0N& 0789 t,tpq ^�^ �N � O 'O`h O^ Oh Ocq C� I C� -4 -/4 '/ �/ PG 64 2B M ASPH"4L T BINDER OVER O.65' EXIST,%1/G EP - -1.057 �^ �� + oh o o a �-- "�^ ^ ^Oi O O r AGGREGATE SUBBASE CLASS 2. 0 3' GT OF CL o� oy o o W bm._ p�N .<. -._..-i, ..-._. O o3 �. O N _ -• - L� O O O 1B CONSTRUCT O 60'HOT MIX ASPHALT(HAM) CONCRETE V O a. ti N TYPE A AC WITH s-INCH AGGREGATE GR40477ON& Pt -147 OB PG 64-28 M ASPH LT BINDER Ot ER 1 7 AGGREGATE PL7 SiA. 6If5o.00 _ ^�^ �^ �N ^� � R0 0-1,82% �^ ^ ^ ^N� �-.� N� qV• ^ry. ^to.'� SUBBASE CLASS 2.A c-oB1r - lezx I *moo .o O - O2 REMOVE AND REPLACE EXISTING PAVEMENT � Nry NN NN O EX/SIX/UC FS 0 CL > O O O ^. . O. O ; ) -.. -. -. _. -- �"�^ `I,^,. O COLD PLANE`AND OVERLAY 0.10'AC ^ ^^ ^^ k• q, X a 0 h O O� 00^ O I S -7,32% T=-7.B5,9 cep W^ d. y, X O O h O O O O (•> -_ VC 4 CONSTRUCT CONCRETE CURB TYPE Al-6 PER O O O Q O O c0 I V/=131.62 PROPO.'E`D TC O CAL TRANS STANDARD PLAN A87A �^ �^ ------�-- _ - __ `� ^ N b-�?. O _ O^ 00 - O 0 O CONSTRUCT 0.95'JOINTED PLAIN CONCRETE -- - ----- 'I- O^ O O tq h cq PAVEMENT(✓PCP) OVER 0.70"CLASS 2 AGGREGATE BASE .._.... - PV`=f 4708 O O PD7 A. 363-t5O,00 I - ------ 3^ h *� o s Z=-LB29 ---__ ^� ^� ^ REMOI/ALS & RELOCATIONS EX/S1pNC EP ® --- _ »,^ - REMOVE EXISTING PAVEMENT -. h o oa o o 19.5'RT OF CL -------- ¢ Q _ _ "� `� N ry O L6 of -_.. Qs`y. O. o o O� P/41 V-14 ----- --- - 2 _ �^ Imo,. ^ � V/ 1� ''�^ O % O O ---- NMN O I I -- 6= ' RE G® ®Rp�►ITIG C UT/ON s - PROFELE SCALE HOR - 3 I a.c e,lu3 acc.c61 oATe � I , 1"= 40' € I i 3 363400 364t00 T65f00 366*00 367f00 368f00 369*00 370*00 371f00 372*00 373t00 � w F (1228.73) ymc Ex\ Z Z z G• \ 26N ✓ my � Az 720" 3 _ �� m• x EP TRANS/LIONA- N N Cr�IY n b O O~ rn Z o t-,A ro ww v w - W Ex 38 c o EX. FLOWL/NE �m i OO a a r B 1 t/ �Q DAYLICHT nQ 1232.66 m`- �X \ \N`�` o° �o�cw'i" 7, 1"- R MP "�a LIMITS OF GRADING �" N b Zi^WQ "�iW D "gym B PROPOSED EP - ;,.. - - chi 1� oN °- -° 000 oo� °, o- o---o o o-�o_ `�bl�-°.. o ~° °%v \ 1 \� N132 2 O EX. EP 363 f EX. EP o�'O 3 366 367 _ 36 369 370 -'°`�'t- 72 71 372 _�-q/ C '$r \1 123246 1B _ - �.�.� t= _ - .�.m.�=--- . ��t! . ,m.- --l- _ _ �• ..m - - - - 1 =- - w� a�.fie 113198 FS (1244.8 (1244.6 1244"32 1243,88 ,'243. N81 49 38 E EX. PAVEM N 71f25.00 �-, 9 I23119 7S w EX. STLIGHTPIPFS q Ls SAWCUT L/ iB�q ✓IN EX. 3 FS OFF RAP � 2 '231 TG £S 13' i5 2 N32.. I3' 7230 69 I3' �- PRE-- _�_-�� ,A -`�_ -_�- �-- - ��--�_ _ �� _ ECR --� 1231&5 f3• c \12- 12JI.94 TO -._-(7245.3 E( EP A_GUARDRAIL ® �EX. GUARLN7AJL 3.38 1231.44 IS w rs ® 1131. FS `\ gC/T E EX S/GM.&POST TO REMAIN � EX. EP \-� EX. EP GQ 1232 FS- STA. 32t99.99 LAKE STREET 372t9729 N8 ON-RAMP =STA, 373t 154,2 NB OFF-R!-re 4 - ti a f233B4 TC /RE v; ( mw w a`0 12J2.34 I3' R L51NU e. _ mmk v mX ANw �' (>233.1778JN5 40 O 40 80 720 mZ -"'\ w '-(1232.591S) GAL OF ° SCALE/N FEFT ~;O� EP Ex, EP 01� - o y 2� VEX. 5/6N LINE/CURVE TABLE o !y o NO BEARING/DELTA RAD/US LENGTH TANGENT \ 09.1623" 250,00: 40.1B' 2013' 09.1623" 25 4699' 20 13' L AKf STREET /- 15 NORTHBOUND OFF-F?AMP f0T41 06" 25.00' 4699' 34.21' D NB -56 42'W - 41.53' E 727050" 7500' 94.70' 53 84' - _ CALTRANS PERMIT NO.08-15.6-MC-0720 = MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL QROFESS/0' c CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT �9 CITY OF LAKE ELSINORE SHEET ¢ 4nvsr ft~ o svxnw AUM tAU.a-f MhseF*.T-F+f u.0 Slcnaos*wY. e/ia4wp• t2�3_tE� MAY BE ISSUED. 4� lF T9i��(^y �ENC3/NEE/9S CIVIL ENGINEERS.PUNNERS�SURVEYORS LAKE' STREET AT /-15 24 IR80 COMMN AVENUE,NGIN 100.CORONA,CA.92881-33)0-951-J34-2130 19/7L//9 Ab/ AS-6�1�f5 IT.•3-1 l• /� No.64263 m S_,a/ I ,4//� 2.17.17 Z, * Exp.6/30/17 * SCALE: 1-40 BENCH MARK: STREET IMPROVEMENTS OF SHEETS _ BRAD FFAAGGRELKL, RCEE 4439*b DATE MIKE C. TAING DATE C-95-33 FILE No, CIN ENGINEER R.C.E. No. 64263 �gTEOf CALLF��\P DATE: OZ/0>/16 £LEYA770N. 1356 O MSL STAS 36B OFF-RAMP00 TO 373t 15.42 CIN OF LAKE ELSINORE SEE SHEET N0. >FOR OESC. , a 5 COUNTY ROUTE POSTMILE KAAMETER POST) TO PROJECT RIV 15 26,46/26.69 (4259/4295) 1255- -- - - - - -.- - -- - - - - - - - - -- - -1255 1255� - - - - - - - - - -rf255 1250T- - - - - - - - - - - - - - �150 1250'- - - - - - - - - -71250 h / IXrsnNc PRCA? Rg00WAY CL I I I ICL C\ I PROY£AIENU P,roP~WAYI I I9r f95' I I I 7A/PRO ^£ f.J05'.5' A_1MC1 9!/.y_5'Rt)- nMG .IIII II \kl SLLRE PROP RA0WA.Y CL__-- 2-�- \ - (IIII �IIII s' 14z• � 21.8�' hYA O.WA 1250 .D 21.8' 250 1250 250 1245 aoPLAroE 2.5 >245 CON VEME L - I61 245 DPLA &OVE 16.5' 19.5' OEY 21.2' 19.5' 21.8'LAAE. I 43 142' GX4dRK .5 142 21.8 fIFX517AV GROUND A O�Y COWIZANE �EX/5nN0 6R04W PROP. GYl4RDL R7. d OER4Y ( P 1.0' J, cuRvaa 124I E \ 1245 1245 11 k7.f 1-1 4 f240 IX/SNG 0 {1I GROUND EXf\ nW GROUND $ x^ \ 1240 ti a r 1240 g \ N 240 1235 \� �235 12-151 _ \ 12- EX/SnNG GROUND ( \ I T 1235�-- - - - - - - - - - - -�- T -- - -H 235 72.35 i- - - - - - - - - - - -�- - -- - -"235 1230� - - - - - - - - - - - � T - -H230 1230-- - - - - - - - - - - -� -,- - -H 230 : -75 -50 -25 O 25 50 75 -75 -50 -25 O 25 50 75 -75 -50 -25 0 25 50 75 -75 -50 -25 0 25 50 75 1 t 364 f 00 365f50 367f 00 368f 50 SCALE H.., 1'=20' V.' 1=4' SCALE-.- H.- 1"=20' V.• 1"=4' SCALE H.• 1=20' V.' 1"-4' SCALE H.- 1=20' V.• 1"=4' 1255T-- - - - - - - - - - - - - - - - - -- - -Tl255 1255T- - -- - - - - - - - - - -r7255 12501- - ex/sm�'cRnuNo- - - C[ - - - --FIZW 12501- - - - - - - - - - - - - - - -.- - - --�250 CL I I � >SY 19.5' i I I CL I I AUPRa .5' 14.2' 21.8' EX677NG GROND P CE3.0' 19.5' �WA 1250 250 1250 s 250 >245 \ OERAY 2A5 12 /MPRO23.VRE.DBM4E'D MxaS aYCL 19.5' (•>245 74?' 21.8' I \\ RWR?f5 !'01 IIAG LYlW0RA2 I \ 1.' ARLANE CLYDPL�INE 14.2' IX/SnAK,'GH7uva /SING CLf4R0/Z9/G _ h OVERLAY -- \ DVDPAAY axsnNc cRnuNo � 10 I � � ( G> I I Al SLAY I 1 , > G 1245I - FJG I1245 124S. �� .fy I fARS 1240-I _ �\ _ 7240 124o-I \ � � ES 17240 --- - - . GROUND - t 1240� :� =N \ -HM 1240{ , \ IXrsnNG LWOUR/D �240 1235{. y \ �235 1235{ _.._. . - \ r 235 fi \ I III \�IX/SONG GROUND { I \\ I y^ \ II II \ II I y" \ 1235-f-- - - - - - -r - -- - r - � -T - "2-u 1235� - - �- T - - - - - � -r - - -N 235 f 230 f- - - - - - - - - - - -- - � -r - - -H 230 121 a- - - - - - - - - - - - - -75 -50 -25 O 25 5d 75 -75 -50 -25 0 25 50 75 -75 -50 -25 0 25 50 75 -75 -50 -25 0 25 50 75 - s 363f50 365*00 3667L50 368f 00 SCALE.• H..- 1"=20' V.• 1=4' SCALE. H 1"=20' V.• 1=4' SCALE- H.- 1=20' V.' 1777 SCALE H.• 1=20' V.' 1"=4' 1255--- - - - - - - - -- - - - - - -- - ---F4255 1255r- - - -.- - - - - - - - - - - - --1-1255 1255T- - - - - - - - - - - - - - - ---1255 125OT- - -T7250 CL _I _.. _ I I _.. I I EX/SING GROUND CL � CL PROP.R04OWAY ,EO' _19.5' _ I /MPR- I I I TL9' /95' I 21.9' 19.5' 21.8' I 1250� I7250 125� &OVE&4Y 21,8, I7250 >250� PROP RaaawArC[ �1150 7245� ��,E N24L5 B l2.2' COWPLANE PROVEN \\ I &OVERLAY I I EX/SnNG GROUND 24.8' 195' I I I cesnw GY?~ ( h .': 142' CO21.8'E nNG GYL4RD/d0/L 1.0.. LSnNG araaPORac IXRS7ING GROUND •�j H40P. X/S71NC GUARDRAIL &OVERUY \ pg0p �• AA,, h 1'245�- - - - - � -` r.. I7245 1241I � � I � I7245 f2451 \� aroP Fs I7245 ,24o-) 2, 7140 R•13Q'E _. ! -\ I ( \I x/snNc cur7RD29/L I I 4.1 SYAY`' -.\. I I 1240 nNG Rom C 240 12401 $ \ EX/SnNC GROUND �240 1240I �\ �240 7235j I N ,.�g - �1235 .ham. 2 \/ I \� I i �- N 2�. .,� IXLSnNC GRC71/AY) o \ I h•N• IX/SnNG GROUND I \ I I I v t 1235�- - - T- - - - - - - r - �- � -- - �235 1235-I-- - - T - - T - - -�- - r - -`- - - -H235 12351- - r- - - - - ---�- - - T_�- - � - - "235 123� - - r - - - - - - r - -`- -r - - -H230 -50 -ZS 0 25 50 75 -,�5 -50 -25 0 25 50 75 -75 -50 -25 0 25 50 75 -75 -50 -25 O 25 50 75 -6 I` f 363f 00 364f50 366f 00 367*50 SCALE.- H.- 1=20' V.• 1'=4' SCALE.• H.- 1=20' V.• 1=4' NORTHBOUND OFF-RAMP SCALE.• H..- 1"=20' V.• >"=4' RECOIRD DRAWING SCALE.• H..- 1"=20' V. 1'=4' b CROSS SECTIONS R.C.E.64243 EXP.04/I021 DATE CALTRANS PERMIT NO.OS-15$MC-0720 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL QROFESS/ CITY OF LAKE ELSINORE SHEET m CONDITIONS OF DEVELOPMENT AND/OR CRYLA AND STATE LAWS AND A PERMITS e�0 0, T a j eG /B a - MAY BE ISSUED. 4� fF 4R ENOINFERS - 9 ® AfWSB L �M NO CAupH AFhsE PiW�rteYTfi(C(/LVJ M ft095 Se.'9KYJS 4toaG aFiMwY. ��3- ~ �' -�i 4 f7 �' C CIVIL ENOMEERS•P-,C IMI-33 LAI(F STREET AT /-15 24 f 09�yLL(11NLT A{S-60At/Y 'L•�3-1 � Z 1E00 CO-No. 4263 •VENUE,SUI1E IOO*WROHA,CA.92881-33'ro�Bit-'lShY130 Exp.6/30/17 a SCALE: BENCH MARK: OF SHEETS / * tit 1=20' STREET IMPROVEMENTS C-95-33 FILE No. o BRAD ENGINEER RICE 43 20 DATE MIKE C. TAI64 DATE ,�• CIV1� �� 45 AM CROSS SECTIONS CITY ENGINEER R.C.E. No. 64263 grFOF CAL\O DATE: 01/01/,6' 'SEE St''EE!A� 6FOR Ot3'C ,STi� .3 'ff'� TO .STi� �r 'f'�CITY OF LAKE ELSINORE R COUNTY ROUTE POST1[3LE KII.OMETER P03T) ): >245� - - - - - - - -- - - - - - - - - - - -�1245 >245-� - - - - - - - - - - - - - - - - - - -12� T AL PROJECT R/V 15 26.46/26.69 (42.59/42.95) � P.AOP.RO40WAY CL I 20.7' 19.5' I I EX/SnNG GROUND 1240� ~14.2' 2G0 1.8'NE 14240 124a PROP.Raww,ar 1 CL [ i 1240 PU &OWNAY I I /MP VEMEn75 I 1 I9.8' 79.5' \ 1.0, fA2' i \ PROP i3' 71NG GU4RORA2 I I 21.8' _ I EX/SANG GROUND I i 12351 _ _ I z ? _ 4235 1275� 1•G' 1235 I4230 12301 \ 1- 3" I II txrsnroc cRGUNa 1 ry II 1225� — — — — — — — -- — — — — r — — —- — —H 225 1225-I— — — -, — — — �- — -, -T — — "225 -75 -50 -25 0 25 50 75 -75 -50 -25 0 25 50 75 370f00 371 f50 SCALE.- H.• 1"=20' V.• 1=4' SC LE. H. 1'=20' V 1"'=4' 1245T--.— — — — — — — -- — — — — — — — — — — —T1245 124--— — — — — — — — — — — — — — — — — — — —F 1245 I PROP.R040WAY CL 5'2 ROV£MEN75 fX/SANG GROUND 15' 15' CL . 142' 12301iI \ .—PROP. FS 27�8' 1Ii�235 I�I P GROU�ND Y � �COCO�P`LA—OO X I IIII1III 1240IIII- - — — — —I ?5—.1" — —t 7P9�A=—.j5tE'U EJN— I' — — --— — --�1II RUME 7240o AY 14240 12401 228' 19.5,1240 tt2l_]] A 0' GKROnA/ MW 142' 27.8' Y CL F OVERLAY 2.15' LO' new Ar 1235 fit fG°E PRIOR 1235 142-15 2 �SGf PR .FS , GROUND I 1 ( 6N s 13" Exls7mv GRON e 5Z II7230 123011230 >?30{ -'11230\�EXSMV GRIMM I I I \ I ^" \ 1 II \\ II I txrsnNc cRouNo �- N '• 1225+— — — - - — - -H225 1225-- — -r - - "225 1225- - - - - �— ` -- - `-r - - - - -F215 -75 -50 -25 0 25 50 75 -75 -50 -?5 0 25 50 75 -75 -50 -25 O ?5 50 75 369*50 371 f00 372f50 ,-CALL-.- H..• 1"=20' V.• 1 =4' SCALE.• H..• 1=20' V.• 1=4' SCALE.- H.• 1"=20' V.• 1'=4' 1250T— — — — — — — — - - -T1250 1245T- - - - - - - - - - - - - - - - - - - -T120 124O- - - - - - - -/MPROVFMENIS .Rdw—c4 — — — — —T1240 I I I I 11d8' 19.5' I _ CL 14.2' I I 1A#W�RaWWA 1 I 21.8 1245 L 14245 12401 4240 123-� NEw MkElifflfl -1235 ' 14.2' 2L8' L0' I I� EX/SANG GROUND I X/SANG GROUND 21.3' J9.5" I PROP.�. E 2 GYURORAK \ [� � 21.8' — CVLOPlA \ NE R•!.IId£ 1 R OVERLAY I I \ PROP. f5 (<7 1 1 \ I \\ EX/SnNG GROUND 12401 9240 1235 ( (? I -1235 1250- �- _ — — -- — _ �� \ 1.0' 7bYG'GWRPRIIK \ T y o 1 \\ PIMP (;2001J 1 why \ 9 0 GROUND EX/SANG h N � � 142-15 12-1 1 I-123o 1225-I `1 r225 \�E"ISMG GROUND II g M II �. I I I I 1230E— - - - - - T - - - -- -\- -T - - "230 1225� - - - - - - - - -;- - T - - -r - - -H225 1220i-- - - -;- -.— - - .. . .. - - - - - - -H220 -75 -50 -25 0 25 50 75 -75 -50 -25 0 25 50 75 -75 -50 -25 —0— 25 50 75 3697L 00 37071-50 372f 00 SCALE. H. 1=20' V 1"'=4' SCALE. H. 1'""=20' V. 1'-4' SCALE H 1"=20' V• 1"=4' -•--• ": RECO D DRAWRIG 0 NORTHBOUND OFF—RAMP I DATE ......., _....................CROSS SECT/ONS CALTRANS PERMIT NO.08-75-6-MG0720 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL e CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT C T QROFESS/- - CITY OF LAKE ELSINORE SHEET 6 0G/8/S/"wT ® RE�IsE Lswc+tac�la.�.uo1&EM..00r,Rnt se Fs�+IF••t�a�cneN M Qex spcy,oas Aw_ 6 M�arN �2�3��g MAY BE ISSUED. �4,��(-F' qiy F` ENG/VEERS CIVIL ENGINEERS•PLANNERS•SURVEYORS oi,livm nci ®4s-goats. I2-3-141 w No. C m 1880 COMPIOp AVENUE,SUITE 100*CORONA G 8 28 81-3 310*931-734-2130 LAKE STREET AT /-7�15 OF 24 2-17-t J l7 * EXP•6/30/17 * SCALE: 1 =20 BENCH MARK: .STREET /MPROVEMENT SHEETS _ C-95-33 FILE No. a BRAD FAGRELL, RCE 43 0 DATE MIKE C. TAING DATE • C1V1� �P CROSS SWRONS CITY ENGINEER R.C.E. No. 64263 gIFOFCAL�FO�� DATE: 02101115 � NO FOR MOB STAB -M9t00 TO SR J72t50 � �p — CITY OF LAKE ELSINORE COUNTY ROUTE POSTMII E (I(IIAMETER POST TO PROJECT 2T5--µ,L y— — — — — — — — CL— — — — — -- -- — ELY 235 Rrw R/W� RI V 15 26.461 ..69 (,V59/42.95� ao'co M WAY I 1250-7 — — — — — — — — — — — — — — — — — t oYERur ivEMEN7s 23o- (27-I 230 -- I .sswcrr 16tf I /l 2.1 mt' i 1245� \\. / I-1245 \ I _J I 225 l p Y225 124P' \ l �240 1 220- i \ / ExrsnNcceouvo-�/ II I - - - - - - - - - - - - - - - - - - ---�1240 723�I I I /I \ CL 275- I� J �1715 124 - - - - - - - - - - 140 CL I .0' PROP. ROADWAY 12,�5{ 1235 � _ � I \ � �OY£RIA� 1 IAIPRO✓EMEN7s 26�cD[oPUNe - 7230{ .3, +1130 ot2xt yr ,'cntDP PROP R04OWAY — — J&OWMAY 15..1' ,MAW£AIEN7S vxcr7 aw -�- — — — — — --- -� -- — �f2f0 ---f7230 12� "`� 2R7' 1, 210r-- _.+ — -- — -- — — T- — CL ,,�,5• f' F72-15 --75 -50 -25 0 25 50 75 1270� _ — -- 26f00 1 5,wf�� -I P Y — 1 1225-- - - - - - - - - - - qT� — � - - �>225 i � .\ o fos' -75 -50 -25 O ^25 50 75 SCALE. H. 1=20' 1`--4' 29f50 2-W- — — — — — — — — CL — — — — — — — E2Y 235 12301 — - 1 6.10 SCALE.- H.• 1'-20' V• 1�- - - - - - - - - - - - - -�1 R t7dt' R 122 — — T — — — — — — — — -r- — — — — 225 I �Nf SIwalTLAli. I 125 — — — — — A 250 ~101Y I -75 -50 -25 0L ^25 50 75 �9• II1•R Ob£R�.IY 27T 50fas I h ISCALE. H.- 1"=20, V, 1'=4, 230i1 — a+Ac[wE i 6,Y0 1225+— — — - — — — — — — r — — — — — 25 \ II j arkr7l[a PIMP 1 -I 1235� - - - - - - - - - - - - - - - - - - -�1135 -75 -50 -25 O ^ 25 50 75 12. \ I2� CL I Q "`1 P t59.6' I 2U 00 \ / &omm4y &OkERAY y SCALE- H..• 1'=20' V 1`4' \ 225 / ? I I f225 I a t* (o.arJ a (a IX) a G� I 124 40 1I �l �1230 � - - - - - - - - - - - - - - - - - - �2 >24d \ / Y240 I 1x I I I I I \\ 220�1 EXIS1riVG cRar,Nv EXUAW GROUND \ I [1220 12 CL 1235 II I s' \ l 235 .. ---F1225 I 12 I 1215 -75 -50 -15 0 25 50 75 .0'CO PROP.~NlY27f00 &OVENAY \ CL246' rSCALE.• H..• 1=20' V 1'=4' �, — s' PROP RaaDWAr (1.9X) p;5- - 220] c"— � s o�vr ar ,MPROWXNIs1>5 — - T - - - - - -,- - - T - - - — 12357 - - - - - - - - - - - - — — 235>230i _ 72J0 q, s475 -50 -25 0 25 50 75 �'LY EZY — �(2.zpxj R � 1230 � � — 225*50 LD';.a d�OIkRLAY Il.l' 6' 27.T S9wEY/1 UriE"SCALE.• H..• 1'"=20' V 1 =4 �, —N225 2x �230122 - - -� - - - - - --75 -50 -25 0 50 75 1225- - - - - - - - - -�- - v - - "125 � I � SIMCY/l u�E' I -75 -50 -25 0 1 27*75 2 50 75 29f00 SCALE.• H• 1=20' V• 1" 4'ISCALE.• H.• 1"=20' V 1"=4" 230� — -- _ [1210122� ' Y225124 - - - - - - -- - - - - - - - - - - - 24012 - - - - - - 1240 CL225- i-12251220� �f210 12351 tea. CaAlMAIF 2�oOW AM �23512- 112M 2Q7'AW.AS \ W9OY27PLAYr220 f21� - [1215 f230� _ (,.92X) (,�,J 6M 123a _ =J �(� _ 230 0 Lw II 1 I 1 215-- — — - — — -T — — — r — — — — — —H215121d- � — — — �-- — — — — — — — — — - 72101225— — — — — — — — — — — — — - -- -- -- 251225— — — — — — — — — — — — — -�1225 y -75 -50 -25 0 25 50 75 -75 -50 -25 0 25 50 75 -75 -50 -25 0 ^25 50 75 -75 -50 -25 O ^25 50 75 25f 00 26*50 27*52.61 29*50 SCALE-.- H., 1=20' V 1'--T SCALE. H 1'""=20' V. 1"'=4' SCALE.• H..• 1=20' V.• 1'=4' REC WING SCALE.- H., 1"=20' V- 1"'=4' o LAKE STREET e9ING N 0 d 6V 2/'1 /17 CROSS SECTIONS f' .R.C.E.61,174,3 EXP. � CALTRANS PERMIT N0.08-15$MC-0720 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL OFES�/ �� 7 o CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT �OQF C, �' CITY OF LAKE ELSINORE SHEET w MAY BE ISSUED. �e Q� qi ENO/=--Rs oc ,s act oKe cataac ' so ko+b uwF sx a cw us 10 ow+ona.r, }} IZ-3-1 ^ y _ ` �• CIVIL ENGINEERS 1 PLANNERS s SURVEYORS 4i/4/o wi7 / AY U Y.W / ,+oa AaW fY/S7M6 50 AJO Rwt//f 0 ICI mriM. I L-3-1g .... - ,eeo COMPfON-.pYENUE,SUI,E,OO�CORONA,CA 82ES1-3310�85,-'/�4-2I�o 0 I w No.84283 � LAKE STREET AT /-15 24 ro cc Mtf �5 As rnfS z Exp.6/30/17 a SCALE: BENCH MARK: OF SHEETS 2-17- 1 ? STREET IMPROIVEMENTS �— * * 1'=20' � = BRAD FAGRELL, RICE 4392(o DATE MIKE C. TAING DATE J), cm\. �Q. C-95-33 CROSS SWAM' FILE No. o CITY ENGINEER R.C.E. No. 64263 q OFCN.\EO�� SEE SNAPa NO.JU6FOR�'S'C. CITY OF LAKE ELSINORE DATE: 02101116 STA 25*00 TO STA 28*010 COUNTY ROUTE POSTMILE (HILOMETER POST) TOTAL PROJECT RIV 15 26.'46/26.6q (42.59/42.95) E 7255I— -- - - - - - — - - 1255 1250�- 1250 _ I �_ I 1235T— — — COCOPLANE— cL�axo OVFRIAY &OWX4Y PL4V� 1245 \ // 11245 1245�— — — — — — — — — — — — -71245 I t q3t FS r`'r ��sa, LY.WCL`RE7E PANNG(LENGTH PER FS 1,T I � 05 fs —1 1 _\\ I \ 1 1230i nnwcvr LAC �1230 II W 121, \ l I9240 124a 14240 I \\ -75 -50 -25— -- —O — —25 — — 50— — —F7225 11351 \ l [1235 1235-I \ / 1235 33f 00 3 I II CL 24.r / I \ CL 2J.J' / I SCALE. H. >=20' V. 1=4' 4 \I z ' R120M)' { 49' r OVERLAY A/PHOVEMEN75 I OVERLAY LNfWO 1 II yy - 1230i \ ��2? yzzya ftxwfs� 1i230 11301 \ 3� (iy7J a frfs/ 130 12 - - -- - - - - - - - - — 235 124 - - - - - - - - - - - - 1 r 2 ...J I \ y,o• IG4' CL 21.J' L0' —�7 R&R COLOPIANE CcUp Aw R&R SIMC/ff LWE I.... S#Vff LAE Olnb7f/ I I /PROP. A &OYfAL4Y &OVERLAY A F R1240MY I I CL 8J 1225- - - r - - T - - --- — — - -,- - - --L215 f225+- - - T - - � — T — - - -H225 fa3Oi .zlsta� .7, a�' �230 12-Ul f•12 !• —75 —50 —25 0 25 50 75 —75 —50 —25 O M 15 50 75 \ S4wera[me•s4xcvr lmr � (J'!30f50 31*50SCALE.• H.• 1=20' V.• 1=4' SCALE.- H.• 1'"=20' V• 1=4' lotox 1255� - - - -- - - - - - - - - - - - — 71255 1255� - - - - - - - - - — �1255 1225� N F7225 1230� f2 -75 -50 -25^ 0 25,-- 50 75 I I I I 32f50 SCALE- H..• 1'=20' V.• 1'=4" (_ 12501 1250 12501 11250 12 — — — — — — — — — — — — — — — — 235 1225- - - T- — — — 25.J' CL 188' 90' _ -75 -50 -25 0 25 50 75 AW.~WAY cYRmmw CLYOPtAAE Aw..R1910WAY 1MPROY WWS 67, R OVERLAYOWMrAC . �.w I, 34 f 00 \\ 1245 \ l 11245 12451 \ / 11245 1230{� \ fs\ , (2,r4X (2�3. ,.. P 1 � \ / I Jox ' J•/SYLl9� 23a SCALE- H.• 1"=20' V• 1`--4' ` I —I � s LAYLGHT I h 1240-� \ � 17140 1240-I \ l 11240 1125-F— — — -,— —HZZS 12 240 -75 -50 -25h 0 `25 50 75 -. I I 32f 15 I 24.5' CL 222' SCALE H.• 1=20' V.• 1=4' 1 C&Dpmw COWPUNE I &OVEAZAY t OVERMY PROPOSED ROADWAY/MPRO✓EMENIS 12,Y1 \\ / 14235 12351 \ ll 112.35 12 - - - - - - - - - - - - - - - - - 235 12351 f2 CL 26.2'COLOPL4V CL J3'COLOP PROP.RO40WAY wp PRq?fS 1 N ?4.9' / I CL I I (2.41X (J, ! a PROP. V0A9WA) \ �5 \ R OVERLAY &OVER[A.1 /MP.N�VEMEN75 I ---J �'T 1--�IM 1.0' P.4OP. RO40M'AY \ 2O' 4.7 / - ( � d OVERLAY �_.!-J• / 1MPROVEM=NTS 1 -\. d�04£RLAY '7 YEI/EN7S li Fs 14230 >1301 '0�' r.,55X ' ffR7Pfs Id230 >230i ��M11� :veX1 (2c�sj,3, 7.s�zaaE _ —+1230 11301 / }.; 630 1.I � L LH I — — — St#aff[Lw LAi1NYR I i \ — MOMITLMF OIYLkYR N _ 122 - - - - � T�- - � - - 225 122 - - - - - -r - - - - r� — � - - 225 1225i- - - � -- - � - -- - - � �—�r T - - -H225 122 - - - - - - - - T -75 -50 -25 0 h 25 50 75 -75 -50 -25 O ¢s 25 50 75 -75 -50 -25 0 h 15 �7 50 75 -75 -50 -25 O 15. 50 75 30f00 31 f00 h 32f00 ,33f50 SCALE. H. 1"'=20' V. SCALE.• H..• 1=20' V.• 1' 4' SCALE H.• 1=20" V.- 1"=4" SCALE.- H 1=20' V.• 1'=4' LAKE STREET RECORD DRAWING e1►w1�9 4 CROSS SECT/ONS ILC.Lw2s .al;*. DATE CALTRANS PERMIT NO.O&15-6-MC-0720 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL QROFESS/ ffffF C CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT �O O, Ti CITY OF LAKE ELSINORE SHEET CJ o adla 1$r"�t xw w o o�w vwv { 1+ MAY BE ISSUED. ��Q \�E q�y c^ ENC3/VEERS 't•�`;_ • y `� C CIVIL PILANNE -SUWMRS 80 O AE. E 100100 RONA,X 3-1-33 951-/34-21]0 LAKE STREET AT 1-15 24 ZI.18 e�LY Ar8q�T5 (Z-S- W No.64263 r^ w EXD. 0/17 a SCALE: BENCH MARK: OF SHEETS 2-17-r7 I STREET IMPROVEMENTS' Y�� 7 * 7"20' _ BRAD FAGRELL" RCE 43990 DATE MIKE C. TAING DATE 0-95-JJ FlLE No. CITY ENGINEER R.C.E. No. 64263 0 CIIIglFOFCAL\FO��\P DATE: 02101116 �ELE�ET� 6 �C SM 28 50CT0 STA. J2f50 CITY OF LAKE ELSINORE ,� - COUNTY ROUTE POSTMILE !KILOMETER POST) TO AL PROJECT RIV 15 26.46/26.69 �42.59/42.95) CONSTRUCTION NOTES O6 CONSTRUCT CONCRETE FLARED END SECT/ON PER CAL TRANS STANDARD D948 HEREON EXIST. SURFACE O CONSTRUCT 30"RCP PIPE CLASS/V(2000D) AT PIPE C CONSTRUCT ONSTRU CO N MB03 RO. LAR PER RCFC&WCO I PROP FS REMOVALS & RELOCATIONS 1 � I 30 REMOVE EXISTING PAVEMENT I .11 31 REMOVE EXISTING INLET STRUCTURE - - 1220 -I __ ------ 32 REMOVE EXISTING PIPE AND CONCRETE COLLAR . I 0 33 CLEAN AND REMOVE ANY OBSTRUCTIONS FROM EXISTING — — — _ P/PE AND OUTLET STRUCTURE S=0.0142 0 0 0 I2 tO W� v 4�1� nWmN �W�N CONST. 18.20 Lf- JO"RCP CLASS/V (2000 D—LOAD) CAUT/ON PR01'7LE SCALE HOR/Z I" = 40' DBL. VL-RT I" = 4' 9*00 10*00 11 f00 12*00 a I jl w W S� OFFER N79'18'14'E P — I __ ___ —_ SB ON—RAMP -T W f' f Qry7 of-40I, E ELSiNp� CALTRANS CITY OF ltl SINO/7E �� 33 0 I �I E JJ E 9I rl ^ Qs Z O ��O�I va L I �r O \ END VIEW s A BUILT D END VIEW O �4269 EXP. 6-30-21 DATEp KWC ENGINEERS \ r I i / L.. Z y i ,y O SECTION A-A SECTION B-B ,y _ W WPRECAST CONCRETE FLARED END SECTION TYPE A PRECAST CONCRETE FLARED END SECTION TYPE B o 7 I g 40' 0 40• 80, 120' 30-INCH STORM OR4/l1/ LINE L//VE DATA i�B!c_T_— SCALE/N FEET O L/NE 6EAR/NG LENGTH CONCRE�TEpLFLARED ~ END SECTIONS j OP N5446 56'E 18.20' D94B p� � IWO4 bV .7 !-1/1 7 CALTRANS PERMIT NO.08-15-6-MC-0720 v MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN WAEWED FOR COMPI.*XE WITH THE APPROPRWE PREPARED W* SEAL PR OFESS/O CONDITIONS OF MtLOPMENY AND/OR CRY AND STATE CAWS AND A P RAiff �O C. T �q! CITY OF LAKE ELSINORE SHEET 9 MAY BE ISSLIE6. �� E A. F ENGINEERS 06/7/18.1/CT m REY/SE GRAD/NC&SO PL9N&PROFILE ALONC LAKE ST AT SB ONRAMP DUE TO EX.SLOPE COND/T/ON. IZ— —I C C IHuE,SU rEEE0S PLANNERS•92881i037D ,I 09/18 79 MOT As-euals 1e K-3—I°I w No.64263 m ,B A A CA. .Bs,„«z,3o LAKE STREET AT /—>5 OF 27 Exp.6/30/17 SCALE: BENCH MARK: SHEETS s i '7' * * 1-40 STORM 9RAIN IMPROVEMENTS BRAD ENGINEER RCS 4392 DATE MHC. C. .64 DATE J, Cin- P ELEVATION IJ563 LAKE STREET FILE No. CITY OF LASER - R.C.E. No. s4263 TgTFOF CAUFOR�\ DATE: SEE SHEEET N0316FOR 45 Msz DESC STORM OR4/N LINE EXTENSION 17 022 — CRY OF CAKE WIN ORE z COUNTY ROUTE P03TYII.E (IM OMETER POST) TOTAL.PROJECT /?1V 75 26,466/26.69 (2.591429,5 s i PROJEC SITE 9 NPDES / STORM WATER POLL UT/ON NOTES. EROSION CONTROL GENERAL NOTES.• OWNER/DEVELOPER: ENGINEER/PREPARER: - ALBERHILL R/OGE A THE DEVELOPER AND HIS CnWR4CTOR ARE RESPONSIBLE FOR/MPLEMENTAT{ON AND MAINTENANCE OF THE 1. /N CASE OF EMERGENCY CALL: CASTE&COOKE KWC ENGINEERS LAKE SWPPP APPROVED, PRE-QUALIFIED BMPS FROM THE CAL/FORNA STORM WATER QLLAL/7Y ASSOCM770NLBERHILL HOME BUILDING, INC 1880 COMPTON AVENUE, SUITE 100 CASTLE& COOKE ALBERHILL HOME BUILDING, INC/NC (� ELSINORE (01504)HGWDBOOK 9E65/7E FOR CQN57R4CT101V TO RETAIN 5ETJ/M1N75 FROM AREAS 9157ZIRBfD OA69E KEWN BOOS, PHONE NUMBER.- (951)285-5715 6455 ALBERHILL RANCH ROAD CORONA, CA. 92881-3370 TO THE MAXIMUM EA751vT PRACTICABLE. THE EPOS/ON CONTROL MEASURES INCLUDE 77-10Sf SHOWW ON LAKE ELSINORE, C4 92530 (951)734-2130 �' TR30836 TILE PLAN AND APPLIC4BLE SMPPP AS WELL AS ANY ADD/770NAL EROSION CONTROL MEASURES(E.G., 2. A STANDBY CREW FOR EMERGENCY M•(0RK SHALL BE AVAILABLE AT ALL TIMES DUR/NG THE RAINY (951)245-0476 CONTACT M/KE C. TANNG, P.E. RD g HY,JROS£ED/NG, MULCHING OF SMW, GRAVEL-B409NG, DIVERS/ON DITCHES Rf7bVTOOW B45INS, ETC.) SEASON, OCT08ER 15 THROUGH APRIL 15. NECESSARY MATERIALS SMLL BE AVAILABLE CONTACT 70M TOML/NSON, P.E. ' DICTATED BY F7EZD COND/RO/✓S TO PREVENT EROSION AND/OR THE INTRODUCTION OF D.NRT, MUD OR ON-SITE AND S7OCKPILED AT CONVEN/ENT LOC477ONS TO FAC/LITATE RAPID .TR28.14.. 15 9 DEBRIS INTO 1XIS77N6 PUBLIC STREETS AND/OR ONTO AaM6,fNT PROPERDES DURING ANY PHASE OF CONSTRUCDON OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL CON67RUCTON OPERATONS. MEASURES WHEN R4/N IS IMMINENT. tM J EROSION CON7ROL DEVICES'SHALL NOT BE MOVED OR MOO/PIED WITHOUT TIdE APPROVAL OF 7T{E C17Y EROSION CONTROL CONSTRUCTION NOTES: 2 WATER POZZONOV CONTROL PLAN(HPCP)SHALL BE KEPT ON-S/7F AND M40E AVAILABLE UPON REQUEST ENGINEER. S MO!/NTAIiV O,�P OF A REFRfSENTATV£OF THE REGIONAL WATER 04ML/7Y CONTROL BOARD(RW") -54A?A ANA REGION . ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE!N PLACE AT 7Hf END OF EACH WORMING DAY 7❑ INSTALL SILT FENCE PER DETAIL HEREON. M'D/OR COUNTY OF R/VERS/DE q A �O WHEN TIE(5)LAY RAINPROB4B/L/7Y FORECAST EXCEEDS FIFTY PERCENT(50;r) ❑ INSTALL FIBER ROLL PER DETAIL HEREON. 3. CON57R(/0776N S/lES SHALL BE MAINTAINED/N SUCH A CONaTON THAT AN A4,77C/PgT_-7.STORM DOES FOREC4575 SHALL Bf-RECENED FROM BR04DCASIS PROVIDED BY NATONAL OCEAN/C AND ATMOSPHERIC 3 INSTALL GRAVEL BAG BARRIER PER DETAIL HEREON.NOT CARRY amsms OR COUNTY y - ❑ ADMINISTRA77ON(NOAA). WAIFR(AU STORM WAS AREYPROHZI7ED EXCEPT AS AUTHORIZED BY A/V Av Da4L NPDES FL ulT ® STORM DRAIN INLET PROTECT/ON PER DETAIL HEREON. F CL RSIDE R UNLJER 7HE STAMMMOE GENERAL PE7RM/T- CCNSTROCTON ACTV/TY. 5. AFTER A RANG B4,U, ALL SILT ANO DEBRIS SHALL U REMOVED FROM CHECK BERMS, SILT FENCES; ❑5 INSTALL BONDED FIBER MATRIX PER 2015 CALTRANS ,yo G RI AND OESKRNG E24SINS ETC. ANY GRADED SLOPE SURFACE PR07E0770N MEASURES STANDARD SPECIFlC4710N 27-2.02J. O PF DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMED/A7FLY REPAIRED. NOTE., 0 1 4. PolEN77AL PIXLUTANIS INCLUDE BUT ARE NOT C/MRED 70•SOLID OR L/OU/D CHEMICAL SPILLS, WASTES' FROM PAINTS STA/AIS; SEALANTS, SOLl4-N7S, DETERGENTS, GLUES LIME, PESRCIDES HERB'CIDES, 6. FILL SLOPES AT THE PROJECT PER/METER MUST DR41N AWAY FROM THE TOP OF THE SLOPE AT 7HE ALL EROSION CONTROL GRAVEL BAGGING, DRAINAGE DEVICES, ETC. G G y'(• IZERS, {MOOD PRESERVATVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STU500 FRAGMENTS FUELS, SHALL INSTALLED CONCURRENTLY WITH THE GRADING AND 2 CONCLUSION OF EACH WORKING DAY. CONSTRUC770N OPERATIONS FOR THIS PROJECT. sue' fIRM co LOCAT/ON Mf�P 06/5 LUBRICANTS AND HYOR4UL4 RADIATOR OR 8477ERY FLUIDS,-CONCRE7F AND RELATED CUTTING OR ly 1=2000' CURING RESIDUES RO4TABZE WASTES• WA57S FROM ENG/NE/EOU/PMENT STEAM CLEAVING OR CHEMICAL 7 THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO PREVENT PUBLIC 8'-0" MAX. LTEUREA51AV W457ES FROM 57REET CLEANW AND SUPER-CHLOR/NA7ED NOTABLE WATER FROM LINE TRL-PASS INTO AREAS WHERE WATER/S IMPOUNDED WHENEVER THE DEPTH EXCEEDS AZU517YNG AND 7ES77NG: DURING CO0157RUC770N, DISPOSAL OF SUCH MATERIALS ShOULD OCCUR/N A 7WO FEET OR CRE47ES A HAZARDOUS COIVD/T/ON. f0 G4. {Y/RE 2"X 2"STAKE SPECIFIED AND CONTROLLED 7EMPORARY AREA ON-51IF PHYSICALLY SEPARATED FROM cOZENIRL STORM TES STAKE LEGEND WATER RUNOFF, WTH ULMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STA7F AND rMAAL 8. TEMPORARY SOIL STAB/UZ477ON MEASURES INSTALLED ON GRADED SLOPES EXCEED A 3.'1 RATO AND/OR REQUREMEN7S TEN(10)FEET/N HEIGHT. ® =GRAVEL BAGS 5 RUNOFF FROM EQUIPMENT AND VEHICLE WA.SHN9 SHALL BE CONTAINED AT CONS7RUCTON 5f F AND g DES/LT/NG FAC/L/TES AT ALL DRAINAGE/NLE/5 FOR THE GRADED SITE, DESIGNED FOR ATWENTY-FIVE m FABRIC ti o o =SILT FENCE MUST NOT BE D/SCHLARGED TO RECE/NNG WAT 77S OR LOCAL STORM OR4/N SYSTEM. (25) YEAR, SIX(6)HOUR STORM/N1EN517Y. THEY MUST BE DETAILED ON THE PLANS. 0=FIBER ROLL 6. AF'PROPR/ATF AMPS FOR C01VSIRUC77L7N-RE/A7ED M47ER/ALS, WASTES SPILLS OR RE3IDL/ES SHALL BE DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBM/77E0 FOR THE FOLLOWING U � >C A. DESIL TNG 545IN VOLUME EASED ON GRADIENT AND IVA7URE OF SOILS. WOVEN FABRIC W = =PROPOSED SLOPE /M{ EMENTED TO EUMIN47F OR REDUCE TRANSPORT FROM THE SITE TO STREETS, OR4/N4GE FACIL/TES B. THE REAL EXTENT OF ALL GRADED AREAS AND IDENRF7C4TON OF ANY TEMPORARY SOIL /S AMOCO 1380 -a�---�► =DIRECTION OF SHEET FLOW OR ALi/O/N/NG PROPERTES BY WINO OR RUNOFF. I 5 STAB/L/Z4770N MEASURES: O/R EQUAL � ry 7 407FRIAL STORAGE AND STAGING ARE45'SHALL BE ESTABL/SHED. FUEL TANK, PORTABLE TOILETS L/OU/DS, C. SIZE OF DESZTNG 84SIN OU7ZET PIPE AND OVERFLOW FU_q,7il =MATERIAL DELIVERY AND STORAGE AREA. GETS AND POKERS SHALL HAVE SEOONLWY CONTAINUfNT AND BE STORED AWAY FROM ALL PRNATE/ D DIKE REOUIREMEN75 SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS, PERCENT COMPACT/ON, ETC. I PU FLOW 6L1C STORM WATER CONVEYANCE SYS7EMS S/OFINOLKS, Al16H7S--OF-WAYS AND FLOW-L/NES f0. PLACEMENT OF DEVICES TO REDUCE EROSION OHMAGE W/TH{N THE TRACT MUST BE SHOWN ON THE FLOW ON EMA =EQUIPMENT MAINTENANCE, WASH AND FUELING AREA. 8. ALL PORTABLE MIXERS SHALL HAVE RYAST7C LINERS UNLIRNEATH Hf N GRAVEL B465 PLACES ON 7HE PLAN DOHN-HILL SIDE OF THE LINERS TO CONTAIN D/SCAMRGES 111E _ JIIII ANCHOR FABRIC WITH 77 0U7ZET CONDITIONS FROM THE DESILRNG BASIN SHALL NOT EXCEED DOWNSTREAM LIMITA77ONS ip -� COMPACTED SOIL WSA =WATER STORAGE AREA. ® 9. CONTROLLED STREET WA-WING MMLL ONLY BE-ALLOM£D PAYO R TO THE APPLIC477ON fJF sLSPH4LT SEAL •I ® C04TS AND ONLY MMIEN ALL fE'RRNENT L7R4/N4GE INLETS ARE PR071C7E7T. 12. EROSION CONTROL DEVICES SHALL NOT BE REMOVED OF MODIFIED WITHOUT 7HE APPROVAL OF THE DIRECTOR OF PUBLIC SERVICES OR, /N AN EMERGENCY, BY THE PERSON RESPONSIBLE EXIST. OR f7N/SHED GROUND IL. 6��SO. 10. ALL CONSMU CTON CONTRACTORS AND 5UBCONIR4CMR5 PERSONNEZ ARE M BE MADE AWARE OF THE FOR GRADING OPERATONS. FWC N 7E SANITATION AREA (PORTABLE TOILETS): REQUIRED VN STAGING AREAS.AND GOOD HOUSEXEEP//✓G MEASCRES FOR THE PROJECT STF ANO ANY'ASSOCL47ED CONSIIRUC770N I3. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESIL77NG FRO/VT V/EW SIDE VIEW BASINS AND THE BASINS PUMPED DRY. ANY GRAOfD SLOPE SURFACE PR07FC77ON MEASUR11. ?15ZH4fiGAG CONTAYINWED GROUNDWATER PRODUCED BY DEWAMPING GROUNDW47ER TI AT H45 FA URE170 FROV/ODE EFFECRVE MA DURING A �NT7ENANCE MAY RESU�T 1N PENALnESREPA/RED. - n S/L T FENCE 1N17L7RA7ED INTO THE CONSIRUCRON S/TE IS PROH/B/7F0. 915CH4fG/AG NON-CONfAW1,AIEO I I L _ GROUNDWATER PRODUCED BY DEWATERNG AC7MAFS AMY R£OU/RE A N477ON4L PM 6TAN7 DISCHARGE REFER TO PLATE SC-1 OF ATTACHMENT A4 OF 7HE-WPOP TEXT. EZIMN4770N SY57EM(NPDES)PERMIT FROM 7H£REGIONAL N07ER QUALITY CONTROL B04RD. 14. AT LEAST ONE(1) GUARD SHALL BE POSTED ON 7HE 5/7F WHENEVER THE D£P7H OF WATER/N ANY N.T S - DEVICE EXCEEDS EIGH71FN(18)INCHES ADD1770AML GU41?95 MAY BE REQUIRED AS _ 12 STORM WA7ER RUNOFF SH4LL NOT BE D/RECZED OVER ANY SLOPES WITHOUT PERMANENT DOWV ORMNS DEEMED NECESSARY BY THE DIRECTOR OF PUBLIC SERVICES. IM-'TALLED EROSION AND SEDIMENT CONTROLS INCLUDING MI1N7FlMN5F ARE REQUIRED ON ALL EXPOSED RBE7R ROLL SLOPES UN77L SUFROIENT PERMANENT LANDSCAPING HAS B£EV ESTABLISHED. 100V SLOPE PR07EC77ON 75.. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM THE PUBLIC DRAINS AND PIPES, B"ON 914. MUST IN PLACE PR/OR TO 77YE ISSUANCE OF 7HE N.O.T. ANO FROM DRAINS AND PIPES OF ADJACENT PROPERTIES FIBER ROLL 1,3 VR fTARON CLEARING AND BRUSHNNG ACrWfS SIOU. NOT BE/1W7L17ED DURING THE WFf SEASON ON rA (7yP) S[OpE. QROWA ANY SITES WHICH ARE NOT ADEO6MMY PROTECTED W77H/DESIL77NG 84511C OR OTlER 7EMPOR4RY GENERAL EROSION CONTROL NOTES.' �. 2"'"/N 4"'TEAT' -�'E, DRAINAGE OR CONTROL MEASURES 4'MAX 4'M4X DEEP 1. THE INFORM�RON ON THESE DRIMMNG5 ARE ACCUR47F FOR WA7FR POLZURON CONTROL PURPOSES ONLY. 74. ST2L'KP/LES OF SOIL SHALL BE PROPERLY SECURE7J MMTH EmIPS TO ELIMINATE OR REDUCE SEDIMENT <�.;;,�„ �;.K;.•.>,. �TR,WSROR7 fROM 7HE 517F TO STREETS, DR IV4GE FACIZ17YS'OR AQIACENT PROPERTE5 l4A RUNOFF, 2. THE/NFORM4TON ON THIS PLAN/S/N7E%✓DED TO BE USED AS A GUIDELINE FTM THE CONTRACTOR AND VEf{/CLE 7/RACK/NG OR MMNO. STOCKPILES//�lAC7IV£FOR APER/OD OF f4 Q4Y5 MORE SHL4LL BE SUBCOMRAC70RS TO INSTALL WATER POLLUTION CONTROL DEVICES AT GENERAL LOCARON5 THROUGHOUT WOOD STAKE ly ��A f7B£R ROLL 3/4"x 3 4 WDOO STAKE COVERED,•AC7TVF 57OCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RNN. 771E SSE. THESE DRAWINGS ARE 70 BE USED/N COMJUNCTON WTH,HE NARRATIE SECTON OF THEMAX 4'SqCNG75. SPECIAL A7TENRON SHALL BE GIVEN 70 PREPAR4TON AND/NSTA"77ON OF 7HE R411V ET ENT ACTON WATER fOLLUTON CON77ROL PLAN(WPCPJ. SECTION ';4" - ':4" PLAN V/EW SECT/ON A3'MIN.oPENfNxrs. PLAN(REAP)AS REQURED ANSM ON SIT£R/5K LEVE OR AS AmD,1IFD BY THE SIN7.4 ANA REGONAL 3 F7EL0 CONa71,ONS MAY NECESSITATE MOD/FICARONS 70 RlE3'E DRAMMNGS eats aN 7oN BOARD NPDES PERMIT, GENERAL P£RM/T- CONS7M CWN ACRV!TES o 16. AT 7HE fN0 OF EACH DAY OF CON57IRU070N ACIIl47)'ALL CONS77RUC77ON DEBRIS AND WASTE M47ERL4LS 4 fEROWENT EROSION 09017ROL WLL BE INSTALLED AS AREAS ARE DETERMINED 70 BE SUBSTAN64LLY FIBER ROLL S CQWYE7E 2 F4 STORM DRAIN INLET PROTECTION i SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLED B/i15: REFER TO DETAIL H51 TYPE 1, OF THE CAL/FORNL4 DEPARTMENT REFER TO PLATE SC-10 OF ATTACHMENT A"OF THE WPCP TEXT. 17. THIS 517F H45 OBTAINED A IV4770AW POLL077ON PiFkEN770N RUM/N47701V 567EM(NPDES)PERMIT 70 OF MANSPORTARON 2015 STANDARD PLANS. N.T.S. REGULATE CONS7RU0770N STORM WATER D/SCH4RGES. NOTE.• N T S. o 7. ALL WORKS PERFORMED IN CONNECTION WITH HIGHWAY PZAN77NO W/THIN C&IRANS RIGHT OF WAY FES INLET NPDES WDID W N/A D47E OLYD ISSUED, IV/A SHALL BE INSTALLED/N ACCORDANCE WITH THE PROVISIONS IN SEC77ON 21 EROSION CONTROL"OF THE 2015 STA7F OF CAL/FORNL4 OEPAR7MENT OF 7RANSPORATON STANDARD 18 A QL64L/fIED QSP AND/OR OM MMLL REVIEW PLACEMENT OF ERGS/ON CONTROLAND INSURE TIAT WORK TOE OF SLOPE /S AN ACCORDANCE W/7H 7HE APPROVED PLANS SPEC/FICA BONS AND STANDARD PLANS. 2. ALL WORK/N CONNECTTON WIT{EROSION CONTROL WITHIN 7HE STATE ROW SHALL CONFORM TO 3"M/N OPENING BETWEEN - - 7HE PROWS{ONS IN SECTION 21: EROSION CONTROL, OF 7HE 04L7RANS STANDARD SPECIFICATIONS BAGS /N TOP ROW o NOTES: 2015 rA o 1. EX/SRNG VEGETARON/S TO REMAIN AS SHOWN ON PLANS. LIST OF lI14T/VE SEEDS VERNACULAR NAME ACCEPTED TAXON NAME 2. THERE/S CON7R/8UT0RY DRAINAGE UP57RE4M OF THIS 517F g WE57ERN YARROW ACH/LLEA M/LLEFOL/UM SUBSP. LANUL054 (NUTT.)P/ SECT/ON A A9- 3. T{1RE ARE NO EXISRNG OR ANTCIPATED SOURCES OF TOXIC MATERIAL. CRAM/SE ADENOSTOMA FA5CICULA7UM HOOK. ET. ARN. A Ars €' 4 POST COIVSTRUCTON BMP'S INCLUDE CALIFORNA SAGEBRUSH AR7EM/SGA C&IFORNM LESS -PRESERVARON OF EXISThIAG SYSTEM VECETA7TON /N-PUBLIC STORM ORA C4LIFORN T L4 BUCKWHEA ER/OGONUM FASC/CULARIM BENTH. CAR. FOL/OLOSUM n FLARED END SECT/ON INLET PROTECT/ON C 'p p�y1(ING i RECO GOLDEN YARROW ER/OPHYLLUM CONFER?/FLORUM(ZC.)A GRAY VAR. CONFE REFER TO PLATE SC-70 OF ATTACHMENT A"OF THE*PCP TEXT. SAW TOOTHED GOLDENBRUSH NAZARDLA SOUARROSA (HOOK. ET ARN.)E.L. GREENE VAR. N.T.S. ` 264.E>W c6/2e al DATE c OEER LOTUS L07US SCOPARIUS(NIT.) OTTZEY RS.£ y - ••.. A F0077-I/LL NEEDLEGR4SS A4ISSELLA LEP/DA (A.S. H/TCHC.)BARKWOR7F/ E BLACK SAGE SALVIA MELL/FER4 E.Z. GREENE 9-111 / CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL QROFES$/D CONDITIONS OF DEVELOPMENT AND/OR'CITY AND STATE LAWS AND A PERMIT FO C. T'tiMY CITY OF LAKE ELSINORE SHEET 10 K- l MAY BE ISSUED. �� CFE q� F ENG/NEE/9S v DG-161t$a+c-T a RCv\SE eaefrtw cpea AbvE C-c-Vv,IKV�SE f"&-F-?f[tnw iN ewn Se-O"S ~ A' 'y E7 •� C CML ENGINEERS"PIANA, aSURVEYORS oa- fu�p "cY AS_BnA�ts o; 2 1880 COMPON A UE,SURE 100.caeodq cn 9E881-d3)0.951-134-21]0 LAKE STREET AT /-15 24 No.64263 m �p �7 ,t 7�+ Z_17.►7 t' 6/30/17 * SCALE: BENCH MARK: S/IIEG/ IMPROVEMEN/J OF SHEETS BRAD FAGRELL, RCE 439 DATE MIKE C. TAING DATE Q. C-95-Ju FILE No. g CITY ENGINEER R.C.E. No. 64263 lFOF LFOR�� DATE 5tf-SOFT M9 I FOR MS C A CITY OF LAKE ELSINORE EROSION CONTROL PLAN _SEEBELO�,A�GHT COUNTY ROUTE POSTMILTOfAL PROJECTOST) 'f R/V /5 26.46/26.69 (42.59/42.95) I F4 EX. INLET P/P— 4 I �W \ �; �� \�\ EROSION CONTROL CONSTRUCTION NOTES: 2 �'= -� - �� ❑j INSTALL SILT FENCE PER DETAIL ON SHEET 1. ` \ INSTALL FIBER ROLL PER DETAIL ON SHEET 1. INSTALL GRAVEL BAG BARRIER PER DETAIL ON SHEET 1. -F4] \"\ 2 \ ® STORM DRAIN INLET PROTECTION PER DETAIL ON SHEET 1. INSTALL BONDED FIBER MATRIX PER 2015 CALTRANS T r ,�X. /NLET P/P \, \�____ �,\ STANDARD SPECIFICATION 21-2.02J. 2 �\ I 1 J - I � `�— — 2 7� -- .SOUTHBOUND /NT:RSTATE I WI E I I i s I 58 ON-14imP —�-- — --- LAKE ELSINORE g CAL TRANS R/W \ � Cl7Y OF U1 ELSINORE - _ �K ❑ a >n" --�_ CAL TRANS R/W OF � E ELSLNO/�E __ CALTRANS C/ KE ELSINO, pp� / X U I Ex 30"rzc N I � i 2 I •d. } 2 i w I o SEE ABO�• + \_ ICE LEFT u 5 � RECQRD DRAWING Rt-L bM21E2 W.a as DATE 4 i 40' 0 40' BO' 120' -- 2 j I IU O I 0'1 2. /17 SCALE IN FEET CALTRANS PERMIT NO.OS-15-"C-0720 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL QROFESS/ON �� CITY OF LAKE ELSINORE SHEET CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT �� C. T "9! „ o MAY BE ISSUED. F��y-F' qi C` ENGINEERS 04/��I+If( 0 0.MLt cersA+htr+M�f(i1 crKwr,Aows4 7rNfv'i.rr srocu. r cNac craw,w�G F- L� 1 �• ti Z C CML ENGINEERS•PLANNERS•SURVEYORS LAKE STREET AT /-15 24 rQ 1 I.wc Ai-tr\vtc iL—$—� „", No.64263 m 1880 CONPION AVENUE,SURE 1p0�LORONA,CA.92P81-}}]0�9}i-]30-21}p OF 2�17-17 L 1 1 * Exp.6/30/17 * SCALE: BENCH MARK: STREET IMPROVEMENTS SHEETS _ BRAD FAGRELL, RICE 4392 DATE MIKE C. TAING DATE C-95-33 FILE No. CITY ENGINEER R.C.E. No. 64263 STgTF FICA,�F��a\e DATE: SEEL SHEET hO BFOR�DESC CITY OF LAKE ELSINORE EROS/ON CONTROL PLAN I COUNTY ROUTE KOIDMETER POST TOTAL PROJECT SIGNING AND STRIPING GENERAL NOTES RIV 15 26.46126.69 A. SIGNIIJG AND STRIPING SHALL CONFORM TO THE 2015 CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS), NEW SIGNS ON THIS SHEET STANDARD PLANS, STANDARD SPECIFICATIONS, 2014 CA MUTCD, THE CITY OF LAKE EL.SINORE STANDARD PLANS, THESE /S LEGEND PLANS AND THE SPECIAL PROVISIONS. 'SB OF,� p� - B- SIGNING SHALL CONFORM TO THE 2015 REVISED CALTRANS STANDARD SPECIFICATIONS, 2014 CA MUTCD. SIGN SIZE SHALL / p W3-3 R5-1 R5-la R61-7(CA) - - EXISTING STRIPING & MARKINGS TO REMAIN. M PROPOSED SIGN. BE THE STANDARD SIZE NOTED IN THE SIGN SPECIFICATIONS UNLESS NOTED OTHERWISE ON THE PLAN. 1 / • p WRONG _ �_ EXISTING STRIPING & MARKINGS TO BE REMOVED. SIGNALIZED INTERSECTION. C. SANDBLAST CONFLICTING EXISTING STRIPING. REMOVE RAISED-PAVEMENT MARKERS WHERE NECESSARY. W3-1 2 WAY -D. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. W3-3 3 ► PROPOSED STRIPING & MARKINGS.® / EX. EDP ONLY b EXISTING SIGN TO REMAIN. 1 / R3-7 R6-1 R26A(S)(CA) R61-5(CA) I' EXISTING SIGN TO BE REMOVED. EX. EOP / ONE WAY NO ' RIGHT LANE STOPPIN G MUST' EX. EOP / TURN RIGHT ffffff��YY R-9(MOD) TIME ONLY RPI-7(CA) 3 X. EOP NO PEDESTRIAN I / �R61-7(CA) R9-3 ON TS POLE ACCESS R9-3 ON TS POLE R5 11a E 15 1 PR. CURB I-15 NB ON RAMP TEMESCAL CANYON RD -\ LAKE 19 STREET G27 E EX. ST. LIGHT FUT. CURB & GUTTER 6-1 3 // 3 R6-1 t1 EX. ST. LIGHT TO BE REMOVED �I'� TO BE IMPROVEMEN / 'I PR. CURB, SEE ST. I P. PLAN 2 R1-1 / R9-3 ON TS POLE -__---- _ z FUT. BACK OF SIDEWALK 3 W3-3, R26A(S)(CA) // ---c=__,c;=_R9_3 ON TS POLE- -may%� - E ' E FUT. CURB & GUTTER I-15 FREEWAY 12 — — — E G20 19 //�/ i 19 G27 \ 3 R9(MOD) E%.ST.LIGHT TO 6E REMOVED �. R3-1 ��"�7 EX. EOP i EX. AC BERM (AT INTERSECTION 0, 4y W3-3 E EX. AC BERM ° �� - - ___-- -- - - ------ __— _ - I WALKER CANYON Jx; 2�(S ) ---� --- -- --- --------- ----- R9-3 ON TS PROLE � i� -- ---- - - -----_ o] ------------ f p' xe 300' TAPER N s _ -N I ti. w a 29 300. 0 6 - ---- --- — _ pR CURB OP — 19 % ---- -- ----- -- ---- -- — — — -- -- -- — __— R9(MOD) 720' _ = _ 15 PR. EOP g I - __ -- - _-- - _- _-- --- ---- ---- -- — — — — -- - _ _----- _ _ — t - PR. CURB 9R l 2 R1 1 EX. E LIGHT (AT INTERSECTION OF 3 _ I /� g 11 PR. EDP R3-1 E �N TS POLE ? 3 R6-7\ T BE REMOVED TEMESCAL CANYON RD) TO SB RAMP BCR - - - - R3 3 • O. R26A(S)(CA) 3 �/ R6-1� °` �R9-3 ON TS PORE-3 ON Ts PO .-. EX. E LIGHT E G20 1 R1-1 FUT. MEDIAN _ _ _ _ _ _ -R - ON POLE E G27 TO BE REMOVED �5- R6-1 2 / 11 G27 E �� W3-3, 3 FUT. CURB & GUTTER 3 R5-7, RS-la FUT. CURB & GUTTER t1 p I PR. CURB R26A(S)(CA) R5-1, R5-ta 3 R3-7Vd PR. CURB III R9-3 ON TS POLE FUT. BACK OF SIDEWALK 1 EX. ST LIGHT I �' RS-1, R5-la 2 9 3 R61-5(CA) CALTRANS NOTES TO CONTRACTOR: TO BE REMOVED I I-15 SB ON .RAMP �'? 15 )� a IT IS THE PERMITTEE/CONTRACTOR'S RESPONSIBILITY TO +f7A'j+GvLr 11 NOTIFY THE UNDERGROUND SERVICE ALERT IN ORDER TO S'� LLy�, EX. EOP a o 2 CONSTRUCTION.CLEAR ANY POSSIBLE CONFLICTS PRIOR TO 115 N�LOTL 371 I S® WHERE DAMAGE IS CAUSED BY THE CONTRACTOR'S I OPERATION, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR OR REPLACE DAMAGED FACILITIES PROMPTLY IN ACCORDANCE WITH 2O10 STATE SPECIFICATIONS AND/OR AS DIRECTED BY THE STATE - - REPRESENTATIVE. q 3. ALL WORK WITHIN STATE'S RIGHT-OF-WAY SHALL BE EMI n 15 Jm 2 W3-1 'e COMPLETED IN ACCORDANCE WITH THE REVISED 2015 I�'I EX. EOP 3 W3-3 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION +� 1 11 1-15 NB OFF RAMP 3 R61-s(CA) EX. EDP STANDARD PLANS & STANDARD SPECIFICATIONS, REVISED STANDARD PLANS (RSP), STANDARD SPECIAL PROVISIONS ho —'- --y—� — —--` �— --` (SSP); HIGHWAY DESIGN MANUAL (HDM) 2015 EDITION; °?---- --- ---------------------------- ---- ---------- ------------------'- H ENCROACHMENT PERMIT MANUAL(EPM); ENCROACHMENT � g�- p ' `r 120' OPENING_�9BC_ c< PERMIT UTILITY PROVISIONS; ACALIFORNIA A --- ----------___ ---------------------- ------------- --------------- ------------------- - — _ ---- -- — SON AND MANUAL ON — ----------------------------- ------------ -- -----_- N___________ILC___________________________—_0Le______________—_______________69£____________ ____ B�______________________________L9f _________9�_ _________________________N=_.__________________ Ca I UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) 2014 W EDITION. SHOULD A CONFLICT ARISE BETWEEN THE — 1 1 m CONTRACT PLANS, SPECIFICATIONS AND/OR DETAILS a' 9 EX. EOP TO PREPARED BY THE PERMITTEE, THE STATE'S STANDARD Cra N BE REMOVED R61-5(CA) PLANS, REVISED STANDARD PLAN, STANDARD V PR. EDP - SPECIFICATIONS AND STANDARD SPECIAL PROVISIONS SHALL GOVERN AS DETERMINED BY THE STATE'S Eti REPRESENTATIVE. �I 4. ALL STRIPING AND SIGN STRUCTURES SHALL BE RESTORED RECORD DRAWING (IF DISTURBED) TO PRE—CONSTRUCTION CONDITIONS UPON COMPLETION of CONSTRUCTION. THIS SET F BEEN PREPARED SIGNING AND STRIPING PLAN CONSTRUCTION NOTES BASED ONVERFCICATON OF ATUAL FIELD CONDITIONS. 5. ALL SURVEY MONUMENTS DESTROYED DURING THE PERMIT THE ENGINEER CERTIFIES THAT ON STREET CONDITIONS a CONSTRUCTION SHALL BE REPLACED ACCORDING TO FEJ EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 15 INSTALL 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD PLAN A20D, DETAIL 38. ARE ACCEPTABLE PER APPLICABLE TRAFFIC DESIGN a CURRENT STATE STANDARD PLAN A74. �—y GUIDELINES D.E.CALIFORNIA MUTCDICALTRANs MY h Ta INSTALL THERMOPLASTIC. 19 INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK (10' CLEAR) OR LIMIT LINE PER CALTRANS STD PLAN A24E. STANDARDNS,INTO AND ARE ISTEPTABLEF IC �1 PROFESSIONAL OPINIONTA EREGISTERED TRAFFIC 6. CALTRANS DISTRICT TRAFFIC MANAGEMENT RECOMMEND cl REMOVE/SANDBLAST EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN. 2a INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CALTRANS STD PLAN A24A, A24D AND A24E. ENGINEER IN THE STATE OF CALIFORNIA. THE PLACEMENT OF Of PCMS, 7 CALENDAR DAYS PRIOR S.J REMOVE EXISTING PAVEMENT MARKERS AS NECESSARY. � TO REQUESTED CLOSURE DATE TO ADVISE MOTORIST OF 22 REMOVE EXISTING SIGN AND/OR POST, AS SHOWN. Za INSTALL TYPE IV(L) OR (R) ARROW MARKING PER CALTRANS STD PLAN A24A. NN € AN UPCOMING LANE REDUCTION. 3 INSTALL NEW SIGN ONTO POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN. INSTALL TYPE III (L) OR (R) ARROW MARKING PER CALTRANS STD PLAN A24B. CMIFOR11A FEUSTRUGN 1R 20 7. THE CONTRACTOR SHALL NOTIFY THE TRANSPORTATION PERMITS OFFICE (JAY HORTON, 916-322-4957) 15 DAYS 8a INSTALL 4" DOUBLE YELLOW CENTER LINE PER CALTRANS STD PLAN A20A, DETAIL 22. a INSTALL TYPE II (L) OR (R) ARROW MARKING PER CALTRANS STD PLAN A24B. - IN ADVANCE OF ANY VERTICAL AND/OR HORIZONTAL 9 INSTALL 4" SOLID YELLOW LEFT EDGELINE PER CALTRANS STD PLAN A20B, DETAIL 25. 2 INSTALL TYPE I ARROW MARKING 10' LENGTH PER CALTRANS STD PLAN A24A. CLEARANCE CHANGES INCLUDING LANE/SHOULDER ( ) CLOSURE, LANE/SHOULDER WIDTH REDUCTION, AND ETC. 11 INSTALL 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD PLAN A20B, DETAIL 27B. 2a6 INSTALL TYPE V ARROW MARKING PER CALTRANS STD PLAN A24A. 8. THE CALTRANS PUBLIC AFFAIRS OFFICE MUST BE MADE 12 INSTALL 4" DOUBLE YELLOW MEDIAN STRIPING PER CALTRANS STD PLAN A206, DETAIL 29, 2a INSTALL 12" SOLID WHITE STRIPE 0 45' AT 10' O.C. 40 20 0 40 80 ' AWARE OF THE CONSTRUCTION ACTIVITIES ESPECIALLY "LANE CLOSURE WITH REDUCTION OF WIDTH TO TRAFFIC i LANES" TRAFFIC. IN THE EVENT THE CALTRANS PUBLIC AFFAIRS OFFICE IS ASKED TO ISSUE PRESS RELEASES, SCALE IN FEET zo SAID INFORMATION IS REQUIRED 7—DAYS PRIOR TO THE 1 inch = 40 ft. CLOSURE. A CALTRANS PERMIT#08-15-6-MC-0720 �RL CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REV/S/GINS APPR. DATE rH�PUNS NAVE BEEN RENEWED FOR COA U4,VCE#PH 7HE PREPARED 9Y.• LINscOTG LAW&GREENSPAN,ENGINEERS APPROPRLAW CONDIAONS OF DEkZZOPMENT AND/OR 07Y AND SUIF �ypFESSIpy� "sroxin Fw ING m C ENQNHING PMMNG CITY OF LAKE ELS/NORE SfIEE7' 1 RECORD DRAWING UPDATES. _ 11/20/19 LAWSAMDA PERMIr MAY BE/SSUED. �pEUN A�� mawm,I.w.m9.,e,w,.waF.+.ma.uy,roa I�er",b.nu 12 r..",we neo sdce un wp,c.nsu ts.v usarrs Y v Ia" 1�•x :�.s:re,w,s�aea cA�, Fa:al wo-eeoo TRACT 28214 24 � 47 11/20/19 * . 1 * SG1LE.• BENCH JLARK.• 57lEE75 D 4 ac 7/7 KIMWH. PREAP DATE 9 P RAFFIC 0 r LAKE STREET TR/P/NG PLAN RLE & c-sRs-,u pry AWaAM - R.T.E. No. 2833 P OF CAUFO ELt7�MW IJM45 A& cm aF LAKE&-%V0W a4TF SEE 99FT Al2 I lW aX 9 /-15 NB & 59 RAMPS 1''1-Oil' POS CONSTRUCTION NOTES COTJNTY ROUTE TTOTAL P A ZCTT y TOTAL PAOdSCT CONTRACTOR TO PURCHASE NEW STATE-FURNISHED (PURCHASE FROM STATE) MODEL 2.070E /R/V /5 26.46126.69 SIGNAL CONTROLLER WITH A 2070-6D MODEM AND INSTALL IN NEW TYPE 332 CONTROLLER INTERIM SIGNAL PHASE DIAGRAM CABINET PER CALTRANS STD PLAN ES-3C. FURNISH AND INSTALL NEW GPS TIME SOURCE AND CONDUCTOR SCHEDULE ANTENNA, TWO (2) SIERRA WIRELESS AIRLINK GX440 MODEM AND IT'S COMPONENTS INCLUDING EQUIPMENT SCHEDULE ALL CABLES, POWER SUPPLY AND TWO (2) ANTENNAS. FURNISH AND INSTALL RACKPRO SERIES P CONDUIT SITE AND RUN AWG SIZE p NOT useo POLE DATA L.E.D. SIGNAL HEADS AND MOUNTINGS *POLE LOC. MULTI-STAGE RECEPTACLE PROTECTION, RATED (15A, 725 VOLT-60HZ TYPE 3 SUPPRESSED OR PHASE - + SIGNAL R.S.N.S. VOLTAGE), 400V(LINE TO NEUTRAL), 500 VOLTS (LINE TO GROUND), 400 VOLTS (NEUTRAL TO CABLE TYPE L NO. TYPE HEIGHT M.A. M.A. WATTS VEHICULAR M.A. PEDESTRIAN "B" "E" "C" GROUND). FURNISH AND INSTALL NEW VIDEO DETECTION UNIT WITH REMOTE ACCESS CARD WITH E 1 ®© + E 7 01 02 03 04 MULTI DISPLAY PORT, 17-INCH RACKED MOUNTED LCD MONITOR DRAWER AND CABLING AND 2 2 2 - - - jol"i A 26-4-100 30' 30' 15,0 165 SV-2-TA 2FMzAS _ _ 22' 4' 1-15 SB OTHER EQUIPMENT NECESSARY FOR INTENDED OPERATION. FURNISH AND INSTALL NEW NO.14 CABLE A 01,04,06 - - -ETHERNET FIBER SWITCH (COMPATIBLE WITH CALTRANS D8 TMC NETWORK), ETHERNET TO p CB 04 - i t*i 1* - - - w --- 1-A 10' - - - TV-1-T - - 75' S' N Z O _ 1 _ _ NOT USED NOT USED NO7 USED SERIAL TERMINAL CONVERTER (FSK-NO FIBER), ETHERNET ROUTER (NO FIBER), AND PATCH 7 O NDC06 - 1* - - C 15TS 30' - 15• 165 SV-1-T - - 10' - 14'CABLES& CONNECTORS. TERMINATE 12 SMFO (CALTRANS TYPE D FIBER) ON FIBER OPTIC T UO2.04 - - - - - _ _TU/FDU WITH SPLICE TRAY (19" tU RACK MOUNTED WITH SC CONNECTORS HOUSING MODULE). E 04 - - - _ - 0 06 07 08 D 19-4-100 1 30, 25' 15'• 165 SV-2-TA MAS 4' 11' -15 SB NSTALLATION OF CABINET SHALL BE INSTALLED AS PER CALTRANS STANDARD PLANS 2015. R 3 0 _ 1 _1 _1 _ _ R F 01,02 - - E 17-3-100 30' 20' 75' 165 SV-1-T MAS 23' 3' LakStCONTRACTOR TO PURCHASE NEW STATE-FURNISHED BATTERY BACK-UP SYSTEM TO BE PAID TOTAL CABLES - 12 CON / 3 CON 2 _3 1*4 1 _2 _2 _ _ _ - BY PERMITTEE. CONTRACTOR TO FURNISH AND INSTALL BATTERY AND EXTERNAL CABINET F i5T5• 30' 15'� 165 SV-2-TA 33' 3' ENCLOSURE. INSTALL STATE-FURNISHED BATTERY BACK-UP SYSTEM IN EXTERNAL CABINET #8 GROUND 1 1 1 1 1 1 i ALL EQUI IS NEW. ENCLOSURE. #10 LUMINAIRES 2 2 2 2 2 2 - •INSTALL STRAIGHT/FLAT LUMINAIRE ARM. 01 - - 1 - - - 1 *-EXACT POLE LOCATION TO BE DETERMINED BY ENGINEER IN THE FIELD. 02 1 1 1 1 POTHOLE POLE FOUNDATION LOCATIONS PRIOR TO INSTALLING POLES. Q FURNISH AND INSTALL 120V/240V TYPE III-CF SERVICE ENCLOSURE AND FOUNDATION AS 04 2 2 2 - - - 2 DETAILED IN 2015 STD PLAN ES-2F AND ES-2C AND WITH TYPE V PEC. TYDEC"B 06 - - 1 - - - 1 METER A CTID XX-XX-XXX-O-XX.XX: 24OV, 100A, 2P,MAIN CB TOTAL 2 2 4 1 1 1 5 SERVICE ADDRESS: XXXXXXXXXXX 120V 50A, 1P SIGNALS CB(METERED) VIDEO COAXIAL CABLE 1 1 1 - 1 1 3 O,� 120� 20A, 1P VIDEO _ (2 LOOPS) 6 `D F RA.�jp w VIDEO POWER CABLE 1 1 1 1 1 3 v _(o METER B CTID XX-XX-XXX-O-XX.XX: 24OV, 100A, 2P, MAIN CB EVPE 1 1 1 - 1 1 3 v 1 *CF SERVICE ADDRESS: XXXXXXXXXXXX 120V 30A, IR LTG CB�MEERED) 13% 18% 23% 5% 13% 13%23% #5T �� ' 120�I, iSA, iP,LTG CIXd'I KKOL CB PERCENT FILL NEW 2"C., 2 DLC CONDUIT SIZES (INCHES) 4" 4" 4" 4" 4" 4" -4 OR 0cINSTALL 3" CONDUIT WITH PULLRGPE PER SCE REQUIREMENTS. SERVICE CONDUCTORS TO BE ALL CONDUIT AND CONDUCTORS ARE NEW. ?PROVIDED BY SCE: AT LEAST 48 HOURS ADVANCE NOTICE SHALL BE GIVEN TO SOUTHERN CALIFORNIA EDISON COMPANY BY CONTACTING DALE NELSON. AT(954) 219-3493. FOR FUTURE USE. DY I=FURNISH AND INSTALL ITERIS OR CALTRANS APPROVED EQUAL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM/LUMINAIRE ARM PER MANUFACTURER'S RECOMMENDATIONS, DETECTION ©GA PHASE(S) AS NOTED. INSTALL ALL NECESSARY HARDWARE AND SOFTWARE IN CONTROLLER FOR NEW 2"C., 2 DLC / INTENDED OPERATION. PROVIDE SURGE PROTECTION PANEL WITH 7 AMP BREAKERS IN THE 332 POLE LOCATION DETA J/ CONTROLLER CABINET AND TERMINATE EACH CAMERA TO AN INDIVIDUAL CIRCUIT BREAKER. DETAIL"A" L / o � OINSTALL DETECTOR LOOPS AS SHOWN ON PLAN PER CALTRANS STD. 12" 3-SECTION VEHICLE HEAD ti 70 FURNISH AND INSTALL TRAFFIC SIGNAL MAST ARM MOUNTED OR POLE MOUNTED SIGN AS NOTED g NO SCALE PER CALTRANS STANDARD PLAN RS4 OR ES-7N (DETAIL "U"). NEW 2"C., 2 DLC FURNISH AND INSTALL OPTICOM MODEL 721 EMERGENCY VEHICLE PREEMPTION SENSOR ON VEHICLE HEAD AS SHOWN, PHASE AS NOTED, FINAL LOCATION TO BE DETERMINED BY ENGINEER R/W IN THE FIELD. CONTRACTOR SHALL ARRANGE TO HAVE A QUALIFIED SIGNAL TECHNICIAN OR — — �� REPRESENTATIVE FROM MANUFACTURER OF THE EVP UNIT PRESENT AT THE TIME OF EQUIPMENT-- _ TURN ON. — — — 04 7 R9-3 INSTALL TYPE 15-SB WITH.SLIP BASE AND 165 WATT LUMINAIRE PER CALTRANS _ — — — — // v BB FUT. BACK OF SIDEWALK NEW SC., 12 SMFO CABLE LLER STD. PLAN ES-6A AND ES-6F. — — — _ _-_- — — _ — — — — — —� / #6 2 PR. CURB FUT. CURB & GUTTER STREET(35 MPH) (INSTALL PULL BOX ®200' SPA NB'RAMP CING) - - - - - - - - - - �- PR. CURB T�K �"�•``E EX. EDP NEW SIGNS ON THIS SHEET R73-3(CA) R3-16 R61-7(CA O04) R9-3 R9-3 7 / \\ 6 06 DETAIL "A" NEW , EX. ST. LIGHT TO BE REMOVED i FUT. RAISED MEDIAN I 6 O I NEW 2"C., 2 DLC 6 (1 LOOP) NOUTURN 'ONLY EX. EDP 06 DETAIL "A" / -- �_ 5 (01+06) Tk R9-3 7 185' TO 6 (01+06) 3 6J4U N LIM T91' L NE 6J3U EM 29 LIMIT LINE 6J2U 11 2r� --- 26 a 7 R73-3(C ) - 1144 — — LEGEND - - - }- 01 - - + 185 TO — — -- — — 'SQ 27 EX. T. LIGHT TO BE REMOVED Jf VIDEO DETECTION ZONE 212U LIMIT LINE 213U — — — 67' T - 1Y��1 LIMIT LINE 214U o LIMIT LINE P VIDEO DETECTION CAMERA 5 (02) (1 LOOP) 6a - I (02) 6 02 _ o s __s-----------------=====c3----------- ---NEW 3C 12 SN1F0 CABLE ---------------- v m 214E — r PR. CURB R3-18 7. NEW -C., 2#10 a o 0 _ _ — — ---- --' PR. AC BERM GENERAL NOTES: __ _ — —_ _— TNT�_�LC — PR._ _ _ _ g 02 R9-3 PR. CURB 1. TRAFFIC SIGNAL WORK SHALL CONFORM TO THE PROVISIONS OF SECTION 86 OF THE 2015 ® — 04 �\ 04 �/ D 4 SCE HAND HOLE PR. EOP (T R9-3 7 I 2 3 FUT. CURB & GUTTER CALTRANS STANDARD SPECIFICATIONS. THE STANDARD PLANS: BOTH PUBLISHED BY — - �_ O 6 CALTRANS, APPLICABLE CITY OF LAKE ELSINORE'S SPECIAL REVISIONS. _ _ FUT. CURB & GUTTER 4 O # — — E 6 NEW 2"C., 3#6 FUT. BACK OF SIDEWALK 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL. T DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITION ON THE JOB SITE. HAND �_ _ _ — — — 1 - RECORD DRAWING DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT R/W R9-3 7 # y\ 5 THIS SET OF RECORD DRAWINGS HAS BEEN PREPARED (800) 227-2600. (� I s BASED ON VERIFICATION OF ACTUAL FIELD CONDITIONS. o 3. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. THEEACCEPTABLEER PER PHATGNBTRRAFFICEET umGNs R61-7(CA) 7 I ARE ACCEPTABLE PER APPLICABLE TRAFFIC DESIGN � 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. J NDARDNLANS,E ETC.)AND N STANDARD PLANS,ETC.)AND ARE ACCEPTABLE IN MY / NEW 2"C., 2#10 AWG PROFESSIONAL OPINION AS A REGISTERED TRAFFIC 5. ALL VEHICLE INDICATIONS SHALL BE 12" WITH FULL TUNNEL VISORS. ALL SIGNAL HEADS EX. ST. LIGHT TO BE REMOVED— ENGINEER IN THE STATE OF CALIFORNIA. AND HARDWARE SHALL BE METAL. ALL RED, YELLOW, GREEN & PEDESTRIAN (HAND, 9 N FLASHING HAND, WALKING PED) INDICATIONS SHALL BE LED. I _ STA 371+80 N e a 6..EXACT POLE LOCATION SHALL BE DETERMINED BY ENGINEER IN THE FIELD AND SHALL BE uxaeaAREDstAA aaxsss POTHOLED PRIOR TO INSTALLATION. UNDERGROUND STRUCTURES I 7. ALL NEW CONDUITS SHALL BE TYPE 3, SCHEDULE 80. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND ON� G SB RAMP _ - -�- i THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION iJ 8. ALL NEW I-A POLE FOUNDATIONS SHALL HAVE ANCHOR BOLTS WITH SLEEVE NUTS AS AND EXTENT. THE OWNER BE ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS .o PER CALTRANS STD PLAN ES-76. PURSUANT THERETO AGRESS TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR NOTE: THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY 20 10 20 40 ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGOUND UTILITIES OR STRUCTURES NO 9. ALL NEW PULL BOXES SHALL BE NO. 5 EXCEPT AS SHOWN ON PLANS. REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT UTITUES OR SCALE IN FEET o 10. ALL SALVAGED ELECTRICAL EQUIPMENT SHALL REMAIN THE PROPERTY OF THE STATE OF STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL 1 inch = 20 ft. i CALIFORNIA AND SHALL BE DELIVERED TO THE DEPARTMENT YARD AT 175 CLUSTER pp BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR CALTRANS PERMIT#08-15--6-MC-0720 STREET, SAN BERNARDINO, CA 92405. �1�1' STRUCTURES CONCERNED BEFORE STARTING WORK. CALTRANS PERMIT NO.08 15 6-MC-0720 MARK REVISIONS APPR. DATE m'ESE'PLANS mw BEEN REY/EWED FOR couPL4WCE wm 7NE PREPARED BY. SEA[ SI uAWRMAT,LAW At-ReeN�AN'BBC- Pff N CITY OF LAKE ELSINORE- .9VEET APAWPAY47E cavolpoNS OF DEVELOPMENT WPIOR C17Y AND STA7F �� Es oy� > PacuiaN narmNG >auNc D+aNBNc P,waNG ,3 LA#5 ANO A PERAOT AM BE ISSUED 11 20 19 �am wa e a sx m r ma a mos �a>ss ss 1 RECORD DRAWING UPDATES. Cy zvw�wexx wa�Okwumn eel oaaeaa Ode.Brirt]50,e„ie„O 9lbtf (04)025b115 JOHN TRACT 28214 OF 24 _ 2•17 i7 4�M_ o "°. c4/i595 SCALE, eENCN"i°RK fiNFF/C 5101 L INSTALLATION PLAN sNEE7s Li17E JOH P. KEATIN 11�2 19 9 .12C13311/20g C- �� Iwo fog ELLM70V, 7JM,u Aat LAKE STREET GY�Y R.C.E. No. C43595 OF cA0 �7E, SEE SHEET NO. I FOR DE= ® /-75 59 RAMPS my ar LAKE i S1WO ��-Y� COUNTY ROUTE EnowLrPER FOR TOTAL PROJECT _ INTERIM SIGNAL PHASE DIAGRAM RIV 15 26.46/26.69 CONDUCTOR SCHEDULE LEGEND P CONDUIT SIZE AND RUN EQUIPMENT SCHEDULE AW ORSIZE 0 PHASE NOT usEn _ NOT USED NOT useD POLE DATA SIGNAL L.E.D. SIGNAL HEADS AND MOUNTINGS *POLE LOC. CABLE TYPE E Q® Q S QQ 8 ® - VIDEO DETECTION ZONE M q R.S.N.S. NO. TYPE HEIGHT M.A. WATTS VEHICULAR M.A. PEDESTRIAN "B" "E" "C" - VIDEO DETECTION CAMERA 04 �0.14 CABLES q 08,0g - - - - - - 2 1*2 ,* A 26-4-100• 30' 35' 15'• 165 SV-2-TA MASS - -12 - 12' -15 NB 0 0 B 48 - i -i - - - - - 1 . - - D 12 0 C 05,+'6 1 _1 _1 _ - - - - 1 _ NOT USED B 19-4-100 30, 25' 15' 165 SV-1-T 7' 5 Lake St U U _ - - 1 _1 _i _1 _1 C 1-A 10' - - - TV-2-T - - - 22' 5 - D 02.05 2-MAS T 3 To E 08 - - - - 1 _1 _1 _1 _ 05 0 08 D 19-4-100 30' 25' 15' 165 SV-1-T FM - - 10' 5' �—1-15 NB R F 02 - - - - - 1 1.1 1*i 1* E 1-A 10' - - - TV-1-T - - 13, - 5' - TOTAL CABLES - 12 CON / 3 CON 1 _2 _2 _1 _2 _3 i*5 2+7 #8 GROUND 1 i 1 1 1 1 1 1 F 15T5• 30' - 15'• 165 SV-1-T - - 11 - 8' - #10 LUMINAIRES - 2 2 2 2 2 2 - I- 9 5 NB ON RAMP OR *INSTALALL LEQUIPMENT STRAIGHIS NEW. T/FL T LUMINAIRE ARM. 02 1 1 1 *-EXACT POLE LOCATION TO BE DETERMINED BY ENGINEER IN THE FIELD. 05 - - - - - 1 1 1 9 O POTHOLE POLE FOUNDATION LOCATIONS PRIOR TO INSTALLING POLES. TYPE "B" 06 2 2 2 - - - - 2 STA 374+72 I Y DLC 08 - _ _ - 2 2 2 2 #5T TOTAL 2 2 2 - 2 4 4 6 NEW 2"C., 2#10 AWG ©�A NEW SIGNS ON THIS SHEET 0 VIDEO COAXIAL CABLE - 1 1 1 1 1 2 3 VIDEO VIDEO POWER CABLE - 1 1 1 1 1 2 3 NEW 3"C., 1 R73-3(CA) R3-18 R81-5 CA R9-3 w EVPE - 1 1 1 1 1 2 3 12 SMFO CABLE I DETAIL"A" ( ) .I Q 3 ' EX. ST. LIGHT ECR PERCENT FILL 6% 14% 14% 9% 13% 19% 15% 19% NEW 2"C., 2#10 I 12". 3—SECTION VEHICLE HEAD NmE:mR•e;E"'AND•r CONDUIT SIZES INCHES 4" 4" 4" 4" 4" 4" -4'2-4' NEW 2"C., 3#6 TO BE REMOVED SCHEME CR AS BIRECI SCE HAND HOLE 2 ' NO SCALE ONLY BY ENgNEER ALL CONDUIT AND CONDUCTORS ARE NEW.FOR FUTURE USE. ¢ 8 7 R61-5(CA) NOUTURN �`' "e" m-'•e•'* NEW 3"C., 12 SMFO CABLE FUT. BACK OF SIDEWALK LAKE 3 7 /-3 #6 Q 7 R9-3 0 TO S ,RAMP CONTROLLER FUT. CURB & GUTTER E CURB PR. CURB (INST LL PULL BOX Q 200' $PACING) . 1 7 R9-3 PR. EOP STREET(35 MPH) CF _ _ - C 06 NEW 2' APOLE LOCATION DETAIL -- - -- -- - - - - - - 08 -�-— — — — — — — — — — - -- — 8 08 NEW 2'C., 2 D L C EX. EOP --- —--- (,8) $ (08) 56 ms EX. EDP _ /> 05 (2 LOOPS) EX. ST. LIGHT 0 BE REM EDP R3-18 7 d6 5 (06) 95' TO nE CONSTRUCTION NOTES 61' TO 32 6J4U cMv 34 LIMIT LINE1❑CONTRACTOR TO PURCHASE NEW STATE-FURNISHED (PURCHASE FROM STATE) MODEL 2070E 31 8 3 U SIGNAL CONTROLLER AND A MASTER SIGNAL CONTROLLER WITH A 2070-6D MODEM ON EACH LIMIT LINE - - - - - �- -�*15 2070E CONTROLLERS AND INSTALL IN NEW TYPE 332 CONTROLLER CABINET PER CALTRANS STD $ (06) 05 PLAN ES-3C. FURNISH AND INSTALL NEW GPS TIME SOURCE AND ANTENNA, TWO (2) SIERRA 7 R73-3(CA) WIRELESS AIRLINK GX440 MODEM AND IT'S COMPONENTS INCLUDING ALL CABLES, POWER ES MULTI-STAGE (2 LOOPS) 6 5J9U 5J1U (02+05) 8 5 (02+05) a0 / / RECEPTACLE PROTECTION, RATED (15ASUPPLY AND TWO (2) ANTENNAS. N125 VOLT-60HZ TYPE ISH AND INSTALL K3RSUPPRIE SUPPRESSED VOLTAGE), 400V 185' TO 95' TO N _ --y-- (LINE TO NEUTRAL), 500 VOLTS (LINE TO GROUND), 400 VOLTS (NEUTRAL TO GROUND). 212U 213U LIMIT LINE 214U 7 R9-3 DETAIL "A" 0 / FURNISH AND INSTALL NEW VIDEO DETECTION UNIT WITH REMOTE ACCESS CARD WITH MULTI LIMIT LINE --___.__.____ _ _ DISPLAY PORT, 17-INCH RACKED MOUNTED LCD MONITOR DRAWER AND CABLING AND OTHER _ - --------- ------ - EX. EOP ---------- 02 - EQUIPMENT NECESSARY FOR INTENDED OPERATION. FURNISH AND INSTALL NEW ETHERNET FIBER R9-3 7 TO BE REMOVED SWITCH (COMPATIBLE WITH CALTRANS D8 TMC NETWORK), ETHERNET TO SERIAL TERMINAL _ - — — -- — —_ CONVERTER (FSK-NO FIBER), ETHERNET ROUTER (NO FIBER), AND PATCH CABLES & a 7 R9-3 CONNECTORS TERMINATE 12 SMFO (CALTRANS TYPE D FIBER) ON FIBER OPTIC ITU/FDU WITH o \ SPLICE TRAY(19" 1U RACK MOUNTED WITH SC CONNECTORS HOUSING MODULE). INSTALLATION R EOP ^ OF CABINET SHALL BE INSTALLED AS PER CALTRANS STANDARD PLANS 2015. EX. EDP- FUT. CURB & GUTTER DEPTAIL "A" \ /4 PR. CURB FUT. BACK OF SIDEWALK NEW 2"C., 2 DLC O \ 5 6 O 2❑CONTRACTOR TO PURCHASE NEW STATE-FURNISHED BATTERY BACK-UP SYSTEM TO BE PAID NEW 2"C., 2 DLC I BY PERMITTEE. CONTRACTOR TO FURNISH AND INSTALL BATTERY AND EXTERNAL CABINET ENCLOSURE. INSTALL STATE-FURNISHED BATTERY BACK-UP SYSTEM IN EXTERNAL CABINET 08 ENCLOSURE. PR. CURB EX. EDP 3❑FURNISH AND INSTALL 120V/240V TYPE III-CF SERVICE ENCLOSURE AND FOUNDATION AS o DETAILED IN 2050 STD PLAN ES-2F AND ES-2C AND WITH TYPE V PEC. 9 72 PR. EDP / /p• METER A CTID XX-XX-XXX-O-XX.XX: 240V, 100A,2P, MAIN CB a @• NEW 2"C., 2 DLC SERVICE ADDRESS: XXXXXXXXXXX 120V, 50A, 1P SIGNALS CB(METERED) 120V, 20A, 1P E o / METER B CT1D XX-XX-XXX-O-XX.XX: 24OV, 100A, 2P,MAIN CB GENERAL NOTES: RECORD DRAWING SERVICE ADDRESS: XXXXXXXXXXXX 12OV, 30A, 1P,LTG CB(METERED) LTG CONTROL CB 1.15A,1P, THIS SET OF RECORD DRAWINGS HAS BEEN PREPARED 12OV, x 1. TRAFFIC SIGNAL WORK SHALL CONFORM NS THE PROVISIONS PLANS: SECTION 86 B THE Z/ /� THEENGNEERBASED ON ICERTIFl SOF ACTUAL FIELD HATONSTREETCONDITONS ®INSTALL 3" CONDUIT WITH PULLROPE PER SCE REQUIREMENTS. SERVICE CONDUCTORS TO BE 1 CALRANS 2015 STANDARD SPECIFICATIONS. THE STANDARD PLANS: BOTH PUBLISHED BY NEW 2"C., 2 DLC ARE ACCEPTABLE PER APPLICABLE TRAFFIC DESIGN PROVIDED BY SCE. AT LEAST 48 HOURS ADVANCE NOTICE SHALL BE GIVEN TO SOUTHERN 1. CALTRANS, APPLICABLE CITY OF LAKE ELSINORE'S SPECIAL REVISIONS. @ GUIDELINES(I.E.CALIFORNIA MUTCD/CALTRANS CALIFORNIA EDISON COMPANY BY CONTACTING DALE NELSON AT (954) 219-3493. STANDARD PLANS,ETC.)AND ARE ACCEPTABLE IN MY � 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL l l @U��l / PROFESSIONAL OPINION AS A REGISTERED TRAFFIC I:.1 FURNISH AND INSTALL ITERIS OR CALTRANS APPROVED EQUAL VIDEO DETECTION CAMERA ON DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITION ON THE JOB SITE. HAND ENGINEER IN THE STATE OF CALIFORNIA. DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT o 2 SIGNAL MAST ARM/LUMINAIRE ARM PER MANUFACTURER'S RECOMMENDATIONS, DETECTION - (800) 22-7-2600. /`J / PHASE(S) AS NOTED. INSTALL ALL NECESSARY HARDWARE AND SOFTWARE IN CONTROLLER FOR - ;O / INTENDED OPERATION. PROVIDE SURGE PROTECTION PANEL WITH 7 AMP BREAKERS IN THE 332 _ 3. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. N�' ^ i /// AREpSIRA¶R+CE4M CONTROLLER CABINET AND TERMINATE EACH CAMERA TO AN INDIVIDUAL CIRCUIT BREAKER. 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. M/ 6❑INSTALL DETECTOR LOOPS AS SHOWN ON PLAN PER CALTRANS STD. ° i 5. ALL VEHICLE INDICATIONS SHALL BE 12" WITH TUNNEL VISORS, ALL SIGNAL HEADS AND / NEW 2"C., 2 DLC 7 FURNISH AND INSTALL TRAFFIC SIGNAL MAST ARM MOUNTED OR POLE MOUNTED SIGN AS NOTED ; HARDWARE SHALL BE METAL. ALL RED, YELLOW, GREEN & PEDESTRIAN (HAND, FLASHING @�@�/ #5T ❑PER CALTRANS STANDARD PLAN RS4 OR ES-7N (DETAIL"U"). HAND, WALKING PED) INDICATIONS SHALL BE LED. ,j"� @U6 8 FURNISH AND INSTALL OPTICOM MODEL 721 EMERGENCY VEHICLE PREEMPTION SENSOR ON E ' < 6 (2 LOOPS) ❑ o 6.EXACT POLE LOCATION SHALL BE DETERMINED BY ENGINEER IN THE FIELD AND SHALL BE NOTE: THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY VEHICLE HEAD AS SHOWN, PHASE AS NOTED. FINAL LOCATION TO BE DETERMINED 8Y ENGINEER POTHOLED PRIOR TO INSTALLATION. T4fp IN THE FIELD. CONTRACTOR SHALL ARRANGE TO HAVE A QUALIFIED SIGNAL TECHNICIAN OR E R, REPRESENTATIVE FROM MANUFACTURER OF THE EVP UNIT PRESENT AT THE TIME OF EQUIPMENT 7.ALL NEW CONDUITS SHALL BE TYPE 3, SCHEDULE 80. _"�"aa1Vl,(� TURN ON. - 1. 8.ALL NEW 1-A POLE FOUNDATIONS SHALL HAVE ANCHOR BOLTS WITH SLEEVE NUTS AS [DIN STALLBTYPE 15-SB WITH SLIP BASE AND 165 WATT LUMINAIRE PER CALTRANS STD. PLAN PER CALTRANS STD PLAN ES-76. UNDERGROUND STRUCTURES ES-6A AND ES-6F. 9.ALL NEW PULL BOXES SHALL BE NO. 5 EXCEPT AS SHOWN ON PLAN. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND - THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED NTH THEIR APPROXIMATE LOCATION 10.ALL SALVAGED ELECTRICAL EQUIPMENT SHALL REMAIN THE PROPERTY OF THE STATE OF AND EXTENT. THE OWNER BE ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS 20 10 0 20 40 .o CALIFORNIA AND SHALL BE DELIVERED TO THE DEPARTMENT YARD AT 175 CLUSTER PURSUANT THERETO AGRESS TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR STREET, SAN BERNARDINO, CA 92408. ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGOUND UTILITIES OR STRUCTURES NO i REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT U'nTLIES OR SCALE IN FEET STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL 1 inch = 20 Pt. Rl' SBE TRUCTURES CONTRACTCONCOR'S RESPONSIBILITY STARTING NOTIFY( THE OWNERS OF THE UTILITIES OR CALTRANS PERMIT#08-15-6-MC-0720 CALTRANS PERMIT NO.08-15-6-MC-0720 MARK RE!//S/ONS APPR. DATE TN�E PLANS NAVE BEEN REVIEWED fDR COMPL4WCE W/Ti/7HE PREPARED BY- 'SEAL UNSCOTT,LAW&GREENSPAN,ENGINEERS APPROPRLATE CONOIAONS OF DEVELOPMENT AND/OR C/IYAND STA7E �o�a�ar� voA7AwNwANNINo w�NCDGGN�Hc Pu�Nc C/TY OF LAKE ELS/NORE s�lEEr 1 RECORD DRAWING UPDATES. - 11 20/19 LAW5'AND A PERMIT MAY BE ISSUED. ,¢ a JWN P.VanND �.w wxro w.+.sw"+ou.s."o�,a rm� Ieui 3aoeeoo TRACT 26214 24 OF -/ 11/20/19 No. C43595 * SCALE.• 2. 7 7 1�r ,o E, ,2/3,/,e " TRAFF/C S104Z /NSTALL4T/ON PLAN SNEETs AO FA&W4 La1JF JOH P. KEATIN L7ATE ;2 P CML �g C-95-U LAKE STREET RLE M. Ets/NORF R.C.E. No. C43595 cN�° OAS* sT Sys fm mm 0 /-15 NB RAMPS COUNTY ROUTE KII.OwETm POST WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES CONSTRUCTION SIGNS ON THIS SHEET ONLY TOTAL. PROJECT 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, G20-2 W20-1 W4'2(L) W20-5(LT) R/V 15 26.46/26.69 LATEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD END PLAN A-20, DETAILS. ROAD WORK ROAD LEFT LANE WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. WORK I CLOSED 4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA AHEAD I AHEAD D EXISTING TO REMAIN UNLESS NOTED OTHERWISE. OVERNIGHT. PLACE CONES,OR INSTALL FLASHING ARROW OW SURACEIGN, OR HIGH LEVELCH WARNING DEPORTVICE ABLE DELINEATOR, 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 36" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. LEGEND 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS. 10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE ® FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. ' 1 > CHANGEABLE MESSAGE SIGN (CMS) LANE CLOSURE 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. 17B OPP Y HIGH LEVEL WARNING DEVICE �_ EXISTING STRIPING & MARKINGS TO REMAIN 12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. /l ryry 4jfp p EXISTING SIGN TO REMAIN - - / EXISTING STRIPING & MARKINGS TO BE REMOVED 13. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. / W20-1 0 NEW SIGN SEE NOTE 11. o _ # 9 �° EXISTING STREET LIGHT -;► PROPOSED STRIPING & MARKINGS 14. REMOVE: OR TURN SIGNS DURING NON-WORK HOURS. EX. EOP G_ INSTALL SIGN ON EXISTING STREET LIGHT 15. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD I VNY r.YW20-5(LT) #I TYPE II BARRICADE WITH SIGN PRIOR 'TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT 1 TYPE III BARRICADE WITH SIGN IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. • PORTABLE DELINEATOR/CONE/SURFACE 16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIRECTION SIGNS SHALL BE PLACED TO DIRECT TRAFFIC FROM THE CLOSED FAS / N W4-2(L) MOUNTED CHANNELIZER DRIVEWAY TO THE OPEN ONE. O.C.(TYP.) 1-15 NB ON RAMP 1p dELINEATORS o )#_ I M Q ^I DELINEATOR S ' LAKE RS 1ia G20-2 E STREET(45 MPH) ' — — 111' /,-PR. AC BERM G27 E E R5-1, I-15 FREEWAY 10' oC.(TYP.) E (320 R5-1a E R3-1a DELINEATORS o / E G27 1 W20-1 250' G20-2 IIIIIIa I 1 32 2B �_— ______ ..------_ _____- -_ —Y� r l n a w yG, h o Qy _ C �_______ G20-2 a 50 105 I R3-1 E. . . b E R6-1 DELINEATORS E E 027 G20 E R5-1, R5-la I R. AC BERM DELINEATORS I � 10' 0 C.(TYP.) *44 l I `J I DELINEATORS LI T I S�S Ng® TL `'7>� II I II G20-2 o I-15 SB ON RAMP / Eti+ 1 W21-5(LT) - x I-15 NB OFF RAMP �EX. EDP 10 DE' 0 C.(TYP.) 300' TAPER 250�'- LINEATORS .� + _�_=�..-tip• •:._�__t—•_ h i 10 O.C.(TYP.) a DELINEATORS w BE REMOVED 76 PERMIT#08-15-6—MC-0720 CALTRANS TRAFRC SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE 40 20 0 40 80 0 mmm�� SCALE IN FEET 1 inch = 40 ft. N CALTRANS PERMIT NO.O&15-6-MC-0720 MARK REVISIONS APPR. DATE 7NE5'E PLANS HAW BEEN REVIEWED FOR COMPLAWCE W/TN 7NE PREPARED BY SEAL LINSCOTT, LAW&GREENSPAN, ENGINEERS C17Y OF LAKE ELSINORE- SAfET APPROPRG97E DEVELOPMENT CONOn7ONS OF DEOPMENT AND/OR C/7Y AND STA7E QVyOfES$/ON� TRANSPORTATION PUNNING - TRAARC ENGINEERING - PARKING . — LAWS AND A PERM?MAY BE ISSUED, ¢ } 6DD S. aye A. s,Ic"soo,oa,mtta.Da 9,iD6 (62b1�96- 2 15 •2 Exttutive Cmcle,Suite 25D.IMne.Ca 92614 (949)625-61'l5 w 4.100.San Dl gq CA 9211, TRACT 29214 o. 24 _ m _ 2-17-17 /29/7 &P6/301 Sc =542 Ra„a 5,. �A '" 'Y TEMPORARY IRMFF/C CONTROL PLAN BRAD FAORELL, RC 439T0 DATE KEIL MABERRY DA7E s 7RAFFlC mod` ELEYA>J .�SQM DIKE STREET — PHASE 1 C/7Y ENC/NEE77 R.T.E. No. 1802 F C17Y OF LAKE ELS/NORE aF CAVFa pgTE SEE.STET ACL J fAR LL'S 9 /-15 N,6 & SB RAMPS 1'' b COUNTY ROUTE ICILON TER POST WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES CONSTRUCTION SIGNS ON THIS SHEET ONLY R/V 15 26.46 TOTAL PROJECT ROJECT 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, G20-2 W20-1 W20-3 TYPE N(CA) 26.69 LATEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD END PLAN A-20, DETAILS. ROAD WORK ROAD ROAD 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. WORK CLOSED WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES 4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA AHEAD AHEAD E❑EXISTING TO REMAIN UNLESS NOTED OTHERWISE. OVERNIGHT. 1❑PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. R3-1 R11-2(RD) R3-2 CONES, SIGN, FLASHING ARROW SIGN, OR HIGH LEVEL WARNING DEVICE AS NOTED. 6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 36" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL ROAD E�* INCLUDE: A 12" HIGH—INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT—TIME HOURS. CLOSED 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. LEGEND 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS. 10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE ® FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. CHANGEABLE MESSAGE SIGN (CMS) LANE CLOSURE 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. Y HIGH LEVEL WARNING DEVICE _._ �' _ EXISTING STRIPING & MARKINGS TO REMAIN 12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. I I_�5 p EXISTING SIGN TO REMAIN Sg ___ _ 13. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON—WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. ' W20—i1E -. O�'',�y+ p, M NEW SIGN EXISTING STRIPING & MARKINGS TO BE REMOVED , SEE NOTE #11. '-_� �' �p E—P EXISTING STREET LIGHT —► PROPOSED STRIPING & MARKINGS 14. REMOVE OR TURN SIGNS DURING NON—WORK HOURS. I � 1 W20-1 INSTALL SIGN ON EXISTING STREET LIGHT 15. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD TYPE 11 BARRICADE WITH SIGN PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT W20-3iE / o TYPE III BARRICADE 'NTH SIGN IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. N • PORTABLE DELINEATOR/CONE/SURFACE 16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIRECTION SIGNS SHALL BE PLACED TO DIRECT TRAFFIC FROM THE CLOSED ' W20-3 MOUNTED CHANNELIZER DRIVEWAY TO THE OPEN ONE. R61-19(QA) E N LAKE R5 ' RS 1a ' E STREW;T 1—15 NB ON RAMP _ s-1 E � - - / G27 E fi E R5-1 R3-2 I-15 FREEWAY _ E G20 — E G27 1 W20-1� I R5-1a E R3-1a G20-2 1 ` '� � ' + EX. AC BERM ---- — ---- --- 23 20 _——�� — -- --. 21 ZB 2 i 32 + —� -- —2 ----------- -- a Ile 20-2 v W20-1 1 DELINEATORS 1 R3-1 1 _, ,.` R3-ia E \ R6-1 - /b�\ 1 :DELINEATORS) / `1JR5-1, RS-ia Rit 1 2F90721Or24 / TYPE N(CA IAPi9w aoAff AF7GXPP64N / 1 10' O.C.(TYP.) DELINEATORS I I--15 SB ON RAMP SAT I S�ZZAQ41 EX. EDP • � S n I>S Bg O PPL �tp m Lo x 1- 15 NB OFF RAMP 1 O.C.(TYP.) Crj DELINEATORS H 5 _ 1 W20-1 Et. s w 1 C30(CA) 1 C30(CA) 1 C30(CA) 250 E h - PERMIT#08-15-6-MC-0720 CALTRANS TRAFFIC EXPECTED DURATION: 2 WORKING DAYS SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE CONSTRUCTION ALLOWS FOR WEEKEND 410�20 ° 40 80 WORK ONLY SCALE IN FEET 1 inch = 40 ft. AY� CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REVISIONS APPR. DATE 7H=PLANS hAI PF BEEN RENEWED FOR COMPLbWCE WITH 77VE PREPARED BY.' SEAL LINSCOTT, LAW&GREENSPAN, ENGINEERS APPROPRI17E CONDIAONS OF DEW4OPMENr ANO/OR C17Y ANO STA7E QRO�F�pE{S�SI�oy� TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING C/7Y OF LAKE ELS/NORE .SK/EL`7 L4W5 AND A PERMIT MAY BE ISS41EO. �� 1`•-"w s" a ao5 swu w..A..,"..smt.wo.Paeaamc,c.enoa (aza>T98-2322 16 Q xecullw circle,9 ite 250.Wine.Cc 92614 (949)825-a175 n%2__St_' t.1w,S.oie9P.1A 92111 (a�1 35a—aaoa TRACT 28214 24 I No. 1802 m A SCALE.' � -17-I? 0/29•>7 * E 8/30/18 * E>E�H A1i K, TEMPORARY TR4FF/C CONTROL PLAN _ BRAD A4&WZ4 RC 920 L147F IL D. MABER D4TE �9T 2PTRAFFlC dP C-95-'V LAKE STREET — PHASE 2 RLE^Ob. CI7Y EiNOIAEER R.T.E. No. 18 P ov OpUF°� AIR EZE AtW 1J15GC4I5 CI7Y OF L ffE EZSINORE DA7E' .SSE S`lI AV I fP� 0 /-15 NB & SB RAMPS 0 A ! — I COUNTY ROUTE 1M.OMMR POST WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES TOTAL PROJECT _ CONSTRUCTION SIGNS ON THIS SHEET ONLY R/l� 15 26.46ROJECT 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC; CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, R1-1 G20-2 W20-1 TYPE N(CA) R11-2(RD) 126.69 LATEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD END ROAD ROAD PLAN A-20, DETAILS. STOP ROAD W()R < > CLOSED WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. WORK 4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA AHEAD E❑EXISTING TO REMAIN UNLESS NOTED OTHERWISE. OVERNIGHT. a PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. R4-7o(R) W3-1 W6-3 W7-4(L) W1-4(R) CONES, SIGN, FLASHING ARROW SIGN, OR HIGH LEVEL WARNING DEVICE AS NOTED. 6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 36" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE: A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. • 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND RIGHT SAFETY OF TRAFFIC DURING CONSTRUCTION. > > 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS. LEGEND 10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. ® FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. CHANGEABLE MESSAGE SIGN (CMS) LANE CLOSURE 12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. v HIGH LEVEL WARNING DEVICE EXISTING STRIPING & MARKINGS TO REMAIN 13, MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. 1, EXISTING SIGN TO REMAIN SEE NOTE #11. 10 NEW SIGN EXISTING STRIPING & MARKINGS TO BE REMOVED ---- - 14. REMOVE: OR TURN SIGNS DURING NON-WORK HOURS. �e EXISTING STREET LIGHT PROPOSED STRIPING & MARKINGS 15. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD INSTALL SIGN ON EXISTING STREET LIGHT PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT OF'SB IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. 1 F A, TYPE II BARRICADE WITH SIGN 16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIRECTION SIGNS SHALL BE PLACED TO DIRECT TRAFFIC FROM THE�OSED TYPE III BARRICADE WITH SIGN DRIVEWAY TO THE OPEN ONE. • PORTABLE DELINEATOR/CONE/SURFACE 1 W20-1 MOUNTED CHANNELIZER � N R5 1, I-15 NB ON RAMP LAKE R5 18 a, E STREET G20-2 1 PR. AC BERM '-- - - -�- -- - - - / G27 I E G27 1 R4-7a(R� E R5-1a E 1—15 FREEWAY G20 E Wi-4(L) 1 -1 —1— 20-1 G20-2 1 �`' — — R3-1a — — — — ......:..; —I— .-a._..5.--•; --r - _._ — — — / 50'i �503 1 W 23 24 .--25--—� 26 P - 37 i -� ---- 1 ------------ - ------ - - - -- - - - - -- -- t_ -TMX_7- _ - - _ - - ' - - -- - _ _ EX. EDP -� 10' o — — — — 1 Wi-4(R) DELINEATOR O. TO — — — — — — — 'E- DELINEAATOR G20-2 1 / W20-1 I R3-la E Rt-1 1 E G27 WI-4(L) 1 W3-1 1 10' O.C.(TYP.) 1 - R11-2(RD), 1 E R6-1 PR. AC BERM W6-3 DELINEATORS TYPE N(CA) E R5-1, R5-1a 1 / / o J G20-2 1 � a I-15 SB ON RAMP ,s Ll�r EX. EDP I>5 g�L0#T 37 Ng Opfy,L�';T '`50 a / - k - C� cc SEF_9W7T 22 a'24 M 1— 15 NB OFF RAMP EX. EDP C4El }- P wIn) ; E 44 BE REMOVED PR. EDP ci F PERMff i 08-15-6-MC-0720 CALTRANS TRAFRC EXPECTED DURATION: 2 WORKING DAYS SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE CONSTRUCTION ALLOWS FOR WEEKEND 40 20 0 40 ao WORK ONLY SCALE IN FEET 1 inch = 40 ft. _ NRL CALTRANS PERMIT NO.W15-6-MC-0720 MARK REW/S/ONS APPR. DATE THESE PLAAS N4W BEEN REKEHED FOR COMPLIANCE MPH 7NE PREPARED BY- SEAL LINSCOTT, LAW&GREENSPAN, ENGINEERS APPROPRMTE CONDIAONS OF DEWLOPMENT ANO/OR CRY AND STATE pc>,ofEBSS11 TRANSPORTATION PUNNING - TRAFFIC ENGINEERING - PARKING 0/7Y OF LAKE ELS/NORE .SYIEET —. CANS AND A PERMIT MAY BE/SS'UED. �F -— ek.A..,".�,11.-P"..d",.Ce 91, 17 2 oe faze)�9e-z3z2 O .2 ExecutiwgCiStle.u-.SO,)tine,-.CA 92111 (e59)](10-8900 No. 1802 S 2 14 a 9t t ,e9= 9 CA TRACT 28214 24 OF -I -t D/29.�a ,F EKP6/30/18 * eENcy uaRlr TEMPDRARY MfRC CONTROL PLAN sv'EE's BRAD FACRELL RICE 11920 Q47E D. MABE:R PATE �9i TRAFFIC d` C-�- L�4KE STREET — PHASE 3 �� CITY ENGINEERR.T.E. No. 18 of cnUF0� ELEH4AOY.• IJ5GI5 A03Z 6Y7Y OF LAKE EZSIAOW DATE.• SEE ShEZ7 NO I�� ® /-15 NB & SB RAMPS "- 0 COUNTY ROUTE P=mmI'ER POST WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES TOTAL PROJECT CONSTRUCTION SIGNS ON THIS SHEET ONLY R/V 15 26.46ROJECT 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC: CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, G20-2 W20-1 W20-3 TYPE N(CA) R11-2(RD) 126.69 LATEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD END ROAD ROAD ROAD PLAN A-20, DETAILS. ROAD WORK CLOSED WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. WORK CLOSED 4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA AHEAD AHEAD E❑EXISTING TO REMAIN UNLESS NOTED OTHERWISE. OVERNIGHT. a PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER PORTABLE DELINEATOR, 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. R3-1 R3-2 R11-2(RD) R4-7a(R) W20-3 C9A CONES, SIGN, FLASHING ARROW SIGN, OR HIGH LEVEL WARNING DEVICE AS NOTED. 6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 36" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT PREPARED ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL ROAD KEEP gE . • INCLUDE: A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. It a CLOSED 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND • RIGHT To STOP SAFETY OF TRAFFIC DURING CONSTRUCTION. & THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. W3-1 C30(CA) W1-4(R) LEGEND 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING * PROPERTY OWNERS. LANE 10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE • CLOSED ® FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. CHANGEABLE MESSAGE SIGN (CMS) LANE CLOSURE 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. ' Y HIGH LEVEL WARNING DEVICE EXISTING STRIPING & MARKINGS TO REMAIN 12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. p EXISTING SIGN TO REMAIN � EXISTING STRIPING & MARKINGS TO BE REMOVED 13. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. h NEW SIGN ---- - SEE NOTE #11. O--° EXISTING STREET LIGHT ->► PROPOSED STRIPING & MARKINGS 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. INSTALL SIGN ON EXISTING STREET LIGHT 15 ALL PRIOROTO LINS ALLATION OFICTING LINES, ISIING NEW/TEMPORARY CURB PAINT,STRIPI G. ALL CONFLICTING RAISED PAVAND MARKINGS SHALL BE REMOVED EMENT MARKERS WET S SHALL BEnNG OR OTREMOVED HER RPAVEMENTOVED H THAT I I`'S So TYPE II BARRICADE WITH SIGN IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. / on, TYPE III BARRICADE.WITH SIGN "' p • PORTABLE DELINEATOR/CONE/SURFACE 16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIRECTION SIGNS SHALL BE PLACED TO DIRECT TRAFFIC FROM THE CLOSED / / MOUNTED CHANNELIZER I-15 NB ON RAMP DRIVEWAY TO THE OPEN ONE. / ] / / FLAGGER I SJ2-9'$ET13 14 iwmwaaszw LAKE R5 E STREET —_ _ _ - - - - 6-1 E G27 E PR. AC BERM 1 R3-l' -- -- - '-' - - - W1-4(R) 1 E R5_;a I-15 FREEWAY r E G27 W3-4 E R3_1a E G20 / EX. AC'bER�M 1- — -- — — — — — -�.-�.. ..._, —'— -..:��.- •-•-"` -- — — J 1 R71-2. 1...__50' 5tN0��.1 1 C9A TYPE N(C � ., .. i ! I e]4 24 �-— � 2B 2B fig{ 1 _T T — --- — fLIG�IW R1 LYd171itiS: o IRA<}x'pV IAYE SIl@�F! a R3-)a E E R6-1 / E G27 1 C9A E G20 .``1 R4-7a' 1 W3 4 1 W3-1 R3-2 1 I E R5-1, R5-la � 1 10' O.C.(TYP.) R4-7a(R) PR. AC BERM 1 DELINEATORS fAaw m(.12vm 7fiM LW UT 57ART I-15 SB ON RAMP LIATE `EX. EOPIs AS a I >S Ng zfp i 50it OPP W / E,+ 1 C9A 1 W3 4 W20-_3 I— 15 NB OFF RAMP DELINEATORS DE 63 N ,ham >9c s O _ _ _ 1 _ _ _ _ _ _ _ _ C _ B _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ __ 17 77/7 .�( F-•-^f•—•-I 1 W20-1 E w N C3D(CA) 1 C30(CA) 1 C30(CA) 250' E - PERMIT#08-15-6—MC-0720 r� CALTRANS TRAFRC L EXPECTED DURATION: WORKING DAYS SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE CONSTRUCTION ALLOWS FOR WEEKEND 40 zo ° ao 60 WORK ONLY SCALE IN FEET 1 inch = 40 ft. o �RL CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REVISIONS APPR. DATE 7HESE PLANS S*F BEEN RENEWED FOR COMPCLWCE W77H 7HE PREPARED 9Y' SEAL LINSCOTT, LAW&GREENSPAN, ENGINEERS APPROPRI47F CVN91770AIS OF OEM OPMENT AND/OR C17Y ANO STA7F QRON� MANSPORTA110N PLANNING - TRAFFIC ENGINEERING - PARKING C17Y OF LAKE ,CLSINORE .HEET LAWS AND A PERMIT MAY 9E ISSUED. �Fo R} 0800 Swte Lake A.n S .5M Pasadena.C.911% (Sze)29e-2522 18 0 2 Ede e<i� Ptk 5 Ke 21 ,�, CA TRACT 28274 � 24 ` 02 E.Rvffnee Street.v 25C.I San Diego,CA 921,t (BSB)1(10—eB00 _ �; , No. 1802 m z SCALE.' 2 i7-n 0%29./7 " TEMPOR9RY TRAFFIC CONTROL PLAN _ BRAD FAGREL4 RCE 920 D47E K D. MABER DATE ,(� p6/30/18 P C ALE No. C17Y ENGINEER R.T.E. No. 1802 9rL. TRAFFIC EQ EIETd17AW. 7�,5 A02 LAKE STREET — PHASE 4 LY7Y OF LAKE ELSINORE of cAV A47F' .STEP swaT A42 1 fm am 9 /-15 NB & SB RAMPS O�' COUNTY ROUTE KILOMETER POST WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTE TOTAL PROJECT S CONSTRUCTION SIGNS ON THIS SHEET ONLY R/V 15 26.46ROJECT 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSRUCTION AND MAINTENANCE ZONES, R1-1 G20-2 W20-1 C30(CA) TYPE N(CA) R71-2(RD) 126.69 L.AEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD END ROAD ROAD PLAN R, DETAILS. STOP ROAD WORK LANE CLOSED WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. WORK CLOSED 4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA AHEAD E❑EXISTING TO REMAIN UNLESS NOTED OTHERWISE. OVERNIGHT. <> PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER PORTABLE DELINEATOR, 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. R4-7a(R) W3-1 W6-3 W1-4(R) W1-4(L) CONES, SIGN, FLASHING ARROW SIGN, OR HIGH LEVEL WARNING DEVICE AS NOTED. 6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 36" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL 7 AND SHALL BE REPAIRED, REPLACED, CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL KEEP • �� INCLUDE DE A A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND RIGHT SAFETY OF TRAFFIC DURING CONSTRUCTION. > < > S. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING LEGEND PROPERTY OWNERS. 10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE ® FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. CHANGEABLE MESSAGE SIGN (CMS) LANE CLOSURE 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE: ENGINEER BASED UPON CONSTRUCTION CONDITIONS. Y HIGH LEVEL WARNING DEVICE EXISTING STRIPING & MARKINGS TO REMAIN 12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. I, EXISTING SIGN TO REMAIN EXISTING STRIPING & MARKINGS TO BE REMOVED 13. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. h NEW SIGN SEE NOTE #11. o-- EXISTING STREET LIGHT -> PROPOSED STRIPING & MARKINGS 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. - INSTALL SIGN ON EXISTING STREET LIGHT 15 ALL PRIOR TO LICTING LINES,INS INSTALLATION OFSTING CURB NEW/TEMPORARYTS STRIPING.GA ALL CONFLICTING RAISRKINGS SHALL BE EDEPABVEMENT MARKERS SANDBLASTING BE RHER EMOVED.EMOVED RPAVEMENOVED TiTHAT IT'S SB TYPE II BARRICADE WITH SIGN IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. OI'F A.))�` TYPE III BARRICADE WITH SIGN <4.P • PORTABLE DELINEATOR/CONE/SURFACE 16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIRECTION SIGNS SHALL BE PLACED TO DIRECT TRAFFIC FROM THE CLOSED / MOUNTED CHANNELIZER I—15 NB ON RAMP DRIVEWAY TO THE OPEN ONE. .ssEE.SJ4E714 a'?4 1 / 10v R4W a E OE/a4P PG4Y ,l G20-2 1 LAKE R5 E (STREET - - - - - - - - 1 Ri-1 � G27 E / PR. AC BERM E R5-1, II��1F 1 10 0 C(TYP) I-15 FREEWAY 1 W3 1G20 / 1 W20-1 RS-iaR3-1a DELINEATORS R11-2(RD). 1 — `{j" -- - — — •-'r '-.+_ ._:.=.-.>, —f— •.-4- -`�- r --._ _._. — -- — — G27250' EX. AC BERM \ G20-2 1 W6-3 1 TYPE N(CA)I Wt-4(L) Wi-4(R) 1 4f0'LWt7P - - � H 1 32 34 1 -—- - - n 1QY 19 ,T19.9R I / _ -T 1 W3-1 — — -- — — — — — — --� E R6-1 1 20-2 0 � ^ T R3-la E W20-1 1 - - - 1 WI-4(R) R1-1 1 ' / -'G20 1 W6 3 \ E R5-1, R5-la G27 � j/� R4-7a(R) 1 I I JZ l DELINEATORS) I G20-2 t[J j 5 SB ON RAMP I EX. EOP o / 1-15 NB OFF RAMP 10' o C.(TYP.) M 1 DELINEATORS f8 _ _ — __ __ __ _ _ _ _ _ _ _ _ f_ _ _ _ _.. _ __ _ ___ ____ __ ti Y' 1 W20-1 N N C30(CA) 1 C30(CA) 430(CA) 2501F Cxi h PERMIT#08-15-6-MC-0720 CALTRANS TRAFFIC EXPECTED DURATION: 2 WORKING DAYS SUBMITTED REVIEWED BYJ APPR/RECOMMENDED BY DATE CONSTRUCTION ALLOWS FOR WEEKEND 40 21 480 WORK ONLY SCALE IN FEET / 1 inch = 40 ft. NKL CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REVISIONS APPR. DATE THESE PLANS H41,11F BEEN REYLEIW£D FOR COMPLLANCE HnH 77VE PREPARED BY SE/L LINSCOTT, LAW& GREENSPAN, ENGINEERS C/TY OF LAKE ELS/MORE syEEr APPROPRL47F COND070NS OF DEYELOPMLW AND/OR C17Y AND STA7 �L FES SS/�O 1RANSPa2TATlad PLANNING - TRAFFIC ENGINEERING - PAWING o L4#S AND A PERMIT MAY BE ISSUED. o 600 Sau1M1 Lake A—.5u�te 500,Pos d—Ca 91106 (626)796-2322 1✓ Q 2 E...V..Circle.Suite 250.1 W 1 Ca 92614 (949)825-6175 m0 a a 2 R.—Street.—100.—PIe CA 92111 (656) �9-66�9 TRACT 29214 0, 24 6/3802 tn A SCALE• _ -l7-l o% •/7 " TEMPOR4RY TRAFFIC CONTROL PLAN �" ISM FAOREZ( 20 DA7F K D. MABERRY DATE sir P7RAFFlC �a` C-'�'� LAKE STREET — PHASE 5 �� CDY E7VGNYEER RE. No. 1802 F of caVFo aEVAMN.• L.75G45 MSL Cm aF LIKE EZS%Vff Ld47E sEE sw nv. 1 fa?mm 9 /-15 NB & 58 RAMPS 1 p3y COUNTY ROUTE XnOMETER POST CON STRUCTION SIGNS USED ON THIS SHEET SIGN INSTALLATION DETAIL TOTAL PROJECT M6--1(L)* M6-1(R)* M6-3* 027-1 RIV 15 26.46126.69 C� ® � ,NTERSTAT TRUCK TRUCK TRUCK 't' 15 DETOUR DETOUR DETOUR WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES N R /lfllG��l916� IMERSTATE M4-Sa #U/ E EXISTING TO REMAIN. PROTECT IN PLACE. M4-8 M4-4 15 15 15 ❑ END DETOUR TRUCK 1❑PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, ETO U R **NOTE : BLACK ON ORANGE BACKGROUND A NOTE : WHITE ON GREEN BACKGROUND DETAIL O DETAIL : ® DETAIL BL DETAIL LEGEND _ M FLASHING ARROW SIGN (FAS) �, s x y y CONSTRUCTION WORK ZONE HIGH LEVEL WARNING DEVICE LANE LANE CLOSURE O TYPE II BARRICADE WITH SIGN SIGNALIZED INTERSECTION TYPE III BARRICADE WITH SIGN ALIGNMENT OF CONE DELINEATOR WITH YELLOW REFLECTIVE TAPE PCMS PORTABLE CHANGEABLE MESSAGE SIGN TF�Fsc CA N YON SCREEN 1 1�Q MTAT 15 SCREEN i M SCREEN 2 NICHOLS RD SCREEN 2 DATE SCREEN 3 TO USE DATE IDETOUR T PCMS MESSAGE PCMS MESSAGE NTS NTS (INSTALL 1 WEEK IN (LEAVE IN PLACE ADVANCE OF CONSTRUCTION) DURING CONSTRUCTION) M4-80© G27-1 M4-4, M4-8, G27-1, M6-1(R) �% �'0 ®M4-4, M4-4,© SCREEN ORTRUCKI is G27-$ EXIT AT M 6-1 , 1 G27 81, LAKE ST J (R) M6-1(L) J A , T SCREEN 1 M4-$O ©M4-80 NO TRUCK SCREEN 2 Q G27-1 EXIT AT EXIT AT W � 1 G27-1, LAKE ST a m M6-3 NICHOLS RD SCREEN 1 SCREEN 1 J = SCREEN 2 ENNTUMI'K a' SCREEN 3NO TRUCK Q U ON RAMP Q RD '� �Q DATE DEUSE TOUR AT LAKE ST SCREEN 2 � G�C7 llj� PCMS�GE SCREEN 2 DATE Q 1 PCMS MESSAGE NTS DE OUR DATE Q\�� (INSTALLN1 SWEEK IN (LEAVE IN PLACE -9 ADVANCE OF CONSTRUCTION) DURING CONSTRUCTION) PCMS MESSAGE PCMS MESSAGE 1 U NTS NTS (LEAVE IN PLACE (INSTALL 1 WEEK IN E DURING CONSTRUCTION) ADVANCE OF CONSTRUCTION) 'NOTE: THIS TRUCK DETOUR PLAN IS TO BE E IMPLEMENTED DURING PHASE 1 CONSTRUCTION- - PERMIT#08-15-6-MC-0720 CALTRANS TRAFFIC - SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE _ i i CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REVISIONS APRR. DATE 7Hf`PYANS HAW SECN REwtmv f'cOMPLINVCE#77H THE PREPARED 8X- LINSCOTT, LAW& GREENSPAN, ENGINEERS APPROPRA47F CONW701116 OF DEYFLOPMENT AND/OR CITY AND STATE QROfESSlpnq TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING CITY OF LAKE ELSINORE- SHEET — LAIYS AND A PERMIT AMY LTE ISSUED- y oo,aod as C9246a)l 195-23 z5 20 _ ae9A s ,, a=9 TRACT 29214 L, 24 Soo-aaoo No. 1802 !'� SG9LE.• BENCH AARI! SHEE75 2-17-17 d -/? E 6/30/18 DE70UR PLAN BRAO FAGREL4 RC J920 D47F KEIL D- MABERRY L147Z- �vr XPTRAFFIC �` C-95-33 L rE_ STREET — PHASE 1 FILE No. CITY ENGINEER R.T.E. No. 1802 F Fo`E R"A70V 1356.45 Kq — CDY OF LAKE ELSIAbRE of cn� D47F, SEF SHL£T Ab 1 F'4 DEw 0) /-15 NB & S8 RAMPS _ 033 COUNTY ROUTE EMOMEfER POST CONSTRUCTION SIGNS USED ON THIS SHEET SIGN INSTALLATION DETAIL TOTAL PROJECT 15 M6--1(L)* M8-1(R)* MG-3'k G27-1 SC8-4(CA) R/V 26.46/26.69--- ER C� DETOUR DETOUR TO)UR SB ON RAMP 15 CLOSED SOUTH SOUTH S�O^UT�H END WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES XX Ix— XX RSTATE A NRRSIA DETOUR Ea EXISTING TO REMAIN. PROTECT IN PLACE. M4-8a M3-4** M4-8 THRU END SOUTH DETOUR xx xx xx 15 15 15 SOUTH � TIME-TIME 1 12 PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, DETOUR - 15 NOTE BLACK ON **NOTE WHITE ON GREENGBACKGRO NDND DETAIL O DETAIL ® DETAIL © DETAIL LEGEND FLASHING ARROW SIGN (FAS) ��77777��77�� CONSTRUCTION WORK ZONE HIGH LEVEL WARNING DEVICE 'CL1/11J LANE CLOSURE OS TYPE II BARRICADE WITH SIGN SIGNALIZED INTERSECTION TYPE III BARRICADE WITH SIGN ALIGNMENT OF CONE DELINEATOR WITH YELLOW REFLECTIVE TAPE PCM PORTABLE CHANGEABLE MESSAGE SIGN \ TF MFSc SC6-4(CA) 10 CANYON 1 DAYSALL PRIOR TTOSINESS CLOSURE) SCREEN 1 SCREEN 1 O RNR MONRA'Mp M4-8, 15 M3-4, G27-1, ®M4-8, M6-3 SCREEN 2 SCREEN 2 M3-4, USE DATE G27-1, DETOUR TO M6-1(R) DATE SCREEN 1 PCMS MESSAGE �� ON RAMP NTS PCMS MESSAGE SCREEN 1 (LEAVE IN PLACE NTS CLOSED RLSREIP DURING CONSTRUCTION) (INSTALL 1 WEEK IN PG' T LAKE ADVANCE OF CONSTRUCTION) SCREEN 2 DATE SCREEN 2 TO USE DATE IDETOUR PCMS MESSAGE PCMS MESSAGE D o OM4-8, NTS NTS M3-4, (INSTALL 1 WEEK IN (LEAVE IN PLACE G27-1, ADVANCE OF CONSTRUCTION) DURING CONSTRUCTION) M6-3 &4-8, 27 4. M6-1(Q �CV �C OC ti s J p1 J ©M4-8c, G27 41 1 W � m = i Q z RD - OM4-8 i M3-4 O G27-1, U F M6-3 E E "NOTE: THIS RAMP DETOUR PLAN IS TO BE IMPLEMENTED DURING PHASE 2 CONSTRUCTION. PERMff#08-15-6-MC-0720 CALTRANS TRAFFIC SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE c p i 0 NRI. CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REVISIONS AP,-R. DATE XNS HAkE BEEN RENEWED FOR COMRLMWi'OffH MIF PREPARW BY SE& LINSCOTT, LAW&GREENSPAN, ENGINEERS C/TY OF LAKE ELS/NORE SHEET APPROPR417E CONMVAIS OF OEM -MENT AMP/OR CRY AND STATE �V'OFESSIpN� TRANSPORTAMNt PLANNING - TRAFFIC ENGINEERING - PARKING 2� LAWS ANO A PERMIT MAY BE ISSUED. �P} 00 Sa ake Awnua,Sint.600.Pomae Ca 91106 h O 42SEa"' CIrcl4 S9 2N,IrAn Ca 92614 (919J 620-8000 w; 1; 0 42 A,mar S,ra.1,sal,.-,—ol.9a..92„1 656,' TRACT 28214 24 No. 1802 ^ SCALE. 2-17-17 0/a9.17 # # �^'cH" DETOUR PLANshffm BRAD FAGRELL, RCE 920 Ll4TE KEIL . MABERRY DATE EKp6/30 C r C-95 ql TRAFFIC LAKE STREET — PHASE 2 -- CITY ENGINEER R.T.E. No. 1802 F Fo`F ELEYATibilt 7356.415 MSL -- CITY OF LAKE EIS/MORE OF cAU DAB, SEE SHEET Aft I FW L1EM p /-15 NB & 59 RAMPS COUNTY ROUTE XHDMMR POST CONSTRUCTION SIGNS USED ON THIS SHEET SIGN INSTALLATION DETAIL TOTAL PROJECT MB--7(L)* M8-1(R)* M6-3* 027-1 SC8-4(CA) R/V 15 26.46126.69 C�-� DETOUR DETOUR DETOUR NB OFF RAMP 15 CLOSED NORTH NORTH NORTH END WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES *# XX XX XX AT INTERSTATE DETOUR M4-Sa M3-4 M4-8 THRU EXISTING TO REMAIN. PROTECT IN PLACE. NORTH DETOUR XX XX XX 15 15 15 NORTH a END PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, DETOUR TIME-TIME R A 15 NOTE BLACK ON ORANGE **NOTE : WHITE ON GREEN BACKGROU DND DETAIL �A DETAIL ® DETAIL ® DETAIL LEGEND _ -M FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE HIGH LEVEL WARNING DEVICE LANE CLOSURE O TYPE II BARRICADE WITH SIGN SIGNALIZED INTERSECTION TYPE III BARRICADE WITH SIGN _♦_ ALIGNMENT OF CONE DELINEATOR WITH YELLOW REFLECTIVE TAPE ® PORTABLE CHANGEABLE MESSAGE SIGN T FMFSC SC6-4(CA) 1 (INSTALL 10 BUSINESS DAYS PRIOR TO CLOSURE) CANYON REFER TO CALTRANS STD. PLAN RSP TS14 FOR RAMP CLOSURE DETAIL 15 i i 0 M4-8aO 1 M3-4, G27-1 0 SCREEN 1 a MRAEMDp SCREEN 1 J O MLIAT SCREEN 2 M4-8,M3-4 1 G27-1, NICHOLS RD a M6-3 SCREEN 2 m = M4-8,® DATE SCREEN 3 M3-4, F USE _ RD CO t M671(L) DATE DETOUR - Q G�CJ l � PCMS MESSAGE pCMS MESSAGE cl� 'STALLNi S Q (I WEEK IN (LEAVEN N PLACE o A M4-8, I' I— ADVANCE OF CONSTRUCTION) DURING CONSTRUCTION) ° i M3-4, 0 G27-1, F M6-3 E E NOTE: THIS RAMP DETOUR PLAN IS TO BE IMPLEMENTED DURING PHASE 3 CONSTRUCTION. PERMIT#08-15-6—MC-0720 CALTRANS TRAFFIC SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE _ i i NRL CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REVISIONS APPR DATE 7HESE PLANS HAVE BEEN RENEWED FOR A7MPL6WCE#77H 7HE PREPARED BY- SEAL LINSCOTT, LAW&GREENSPAN, ENGINEERS APPROPRL47E COND177ONS OF DEVELOPMENT AND/OR a7Y AND STA7E QR0-�F�pEpS�S-Iy� TRANSPORTATION PLANNING TRAFFlC ENGINEERING - PAPo(INC C/7Y OF L�4KE ELS/NORE S vaT 22 LAWS AND A PERAfJT MAY BE ISSUED. ^'—"A'1'} ake Avenue,S.ile 300,1-1—1.91103 (.N).7 3-23xs O' rK�c.ei<,1 z30,k�.<,C.9z 4 (sae)a_175 4542 R.I,ne,s,.e.1.3.,1<1 ._..o,.,.,CA 92111 �e)3oa—a�0 TRACT 29214 24 INC. 1802 !'1 SCALE.' L>F 2-17-174 0 e Z9.17 * * BENCH'�' DETOUR PLAN S'H= �P 6/30/18 _ BRAD FAGRELL, RC ✓J920 DA7E KEIL MABERRY DATE of TRAFFlC A`P C-95-U LAKE STREET — PHASE J RLE ft C17Y OF JLAKE ELS/NORE R.T.E. No. 1802 F fog a47F EZEYART JJf1 �5 aF ® /—75 NB & 59 RAMPS OF cA� SEE SHEET Ab J f7M OESC. COUNTY ROUTE I{D.OHSPER POST CONSTRUCTION SIGNS USED ON THIS SHEET SIGN INSTALLATION DETAIL — TOTAL PROJECT M8-1(L)* MS-1(R)* M8-3* G27-1 SC6-4(CA) R/V 15 26.46126.69 N C�-� ® � B ON RAMP DETOUR DETOUR DETOUR a 15 CLOSED NORTH NORTH NORTH END WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES ** xx xx Xx RSAE DETOUR M4-80 M3-4 M4-8 THRU E❑ EXISTING TO REMAIN. PROTECT IN PLACE. NORTH DETOUR xx xx xx 15 15 15 NORTH END 1❑PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, DETOUR TIME-TIME 15 *NOTE : BLACK ON ORANGE BACKGROUND **NOTE : WHITE ON GREEN BACKGROUND DETAIL : (2S) DETAIL ® DETAIL ® DETAIL LEGEND -M FLASHING ARROW SIGN (FAS) X X X X CONSTRUCTION WORK ZONE HIGH LEVEL WARNING DEVICE LAG'///� LANE CLOSURE M4-80 © _ OS SIGNALIZED INTERSECTION 'I M3-4, �i TYPE II BARRICADE WITH SIGN G27-1 TYPE III BARRICADE WITH SIGN ALIGNMENT OF CONE DELINEATOR WITH YELLOW REFLECTIVE TAPE M4-8 ® PORTABLE CHANGEABLE MESSAGE SIGN M3-4, aye/ �IG27-1, M4-8,O M3-4, D G27-1, F A M6-3 Rp w O_ TF M4-8,O T- MFScgC ' M67 3 1, (INSTAL )LAO BUSINESS DAYS PRIOR TO CLOSURE) CANYON 1�10 15 M4-80 M3-4, G27-1, M6-1(L) SCREEN 1 ~� NB RAMP SCREEN 1 ecMs CLOSED NB RAMP CLOSED SCREEN 2 v DATE SCREEN 2 TO USE DATE DETOUR PCMS MESSAGE PCMS MESSAGE D i NTS NTS PLACE ADVANCE OFNSTALL 1W CONSTRUCTION) DURING EEK IN (LEAVEIN - 2 3 j /cy0, s NOTE: THIS RAMP DETOUR PLAN IS TO BE IMPLEMENTED DURING PHASE 4 CONSTRUCTION. - PERMIT#08-15-6-MC-0720 CALTRANS TRAFFIC SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE o I i NR� CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REIi/SIGNS APPR. DATE THESE PLAMS HAPF BEEN RENEWED FOR COMPLGWCE H?7H 7NE PREPARED BY* ��5 LINSCOTT, LAW&GREENSPAN, ENGINEERS CITY OF LAKE ELS/MORE r APPROPRL47F CONDIWNS OF DEVEZOPMEW AND/OR 07Y AND STA7F Q ,� TRANSPORTATION PUNNING - TRAFFIC ENGINEERING - PARKING LAWS AND A PEJPN/T MAY EE ISSUED. �� Qy OM Swa��ra.Tie is.C. We.Ca d9 Co 91— Is<si ez`s-sns 23 -- �, o<ssz a rm,.S—t.s,il.100,—-91 CA 92111 1—)wo_aeoo TRACT 28214 24 -- No. 1802 rt A SC4LE• I 2 _ 2-17-o 0%19•17 '} Ex 6/30/18 * N DETOUR PLAN ' _ bW FACREZ4 4JY20 LWAF KEC D. MABERRY DA)E q TRAFFIO ��` SAC- LAKE STREET — PHASE 4 �� CITY ENGINEER E. No. 1802 F of CAVfO CY7Y OF LAKE ELSINORE zwlr sEE shnT No 7 foR aw ® 1-15 A6 & SB RAMPS 1—d W ; j i s I KMOMET5R POST COUNTY ROUTE CONSTRUCTION SIGNS USED ON THIS SHEET SIGN INSTALLATION DETAIL TOTAL PPMCT MB-1(L)* M8-1(R)* Ms-3* G27-1 SCB-4(CA) R1V 15 26.46126.69 C�-� M DETOUR DETOUR DETOUR SB OFF RAMP CLOSED SOUTH SOUTH SOUTH END WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES xx xx .x N ERS A E� M4-8a M3-4** M4-8 THRU DETOUR EXISTING TO REMAIN. PROTECT IN PLACE. N STATE END SOUTH DETOUR XX XX XX 15 15 15 SOUTH 1❑PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, DETOUR TIME—TIME 4 15 NOTE BLACK ON **NOTE WHITE ON GREENGBACKGROUNDND DETAIL DETAIL DETAIL ® DETAIL LEGEND = -M FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE HIGH LEVEL WARNING DEVICE LANE CLOSURE SO J TYPE II BARRICADE WITH SIGN SIGNALIZED INTERSECTION TYPE III BARRICADE WITH SIGN ALIGNMENT OF CONE DELINEATOR WITH YELLOW REFLECTIVE TAPE ® PORTABLE CHANGEABLE MESSAGE SIGN Q�PQ� M4-8, M3-4, M671(k) SCREEN 1 J�MRA SCREEN 2 SCREEN 1 RAMP EXIT AT CLOSED AT xoral�a wyL AKE ST p� QF p M4-8,O �y M4-8, .q M3-4, SCREEN 3 SCREEN 2 M3-4, �/LJ G27-1, DATE G27-1 q M6-3 USE TO M6-1(L3 DETOUR DATE PCMS MESSAGE PCMS MESSAGENTS RQ (LEAVE IN PLACE (INSTALLN1 SWEEK IN ' DURING CONSTRUCTION) ADVANCE OF CONSTRUCTION) LE1 o TF�FSCgC CANYpN M4 8 M3-4, o G27-1, M6-3 REFER TO CALTRANS STD. PLAN �Q RSP TS14 FOR RAMP CLOSURE DETAIL 15 0 SC6-4(CA) (INSTALL 10 BUSINESS 1 DAYS PRIOR TO CLOSURE) M3-4©M4—Sa, G27 1 �P I O a / L `NOTE: THIS RAMP DETOUR PLAN IS TO BE IMPLEMENTED DURING PHASE 3 CONSTRUCTION. PERMIT#08-15-6-MC-0720 CALTRANS TRAFFIC SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE - i F CALTRANS PERMIT NO.08-15-6-MC-0720 APPR. DATE THESE PLANS NAVE BEEN RENEWED FOR COMPLANCE WITH 7HE PREPARED BY.• -qr& ® UNSCOTT, LAW&GREENSPAN, ENGINEERS C/TY OF LAKE ELSINORE' SNEET MARK REVISIONS (OFESS O/P TRANSPORTOON PLANNING - TRAMC ENGINEERING - PARKING APPROPRL97E CONOR7ONS OF DEVELOPMENT AND/OR C/IY AND STA7E P q� ,! LAI{5 ANO A PEiPM/T MAY E>E"ISSUED. �� y e0a sWa,Lw1.A.��.,s�Ra soo,Po.oe.Ao,co anaa (aza)Ts- 27 O' z c.<weK a.aazso,vim..co azsu (s+9)az ` fn oassz Rorma si.�i,R.H.ioo,So weao,cA a 11 (e58)30o aeon TRACT 28214 D a71 A a 4 -17-t7 O/Z 9.t 7 #� No. 1802 m* SCALE BENCH MgRK' /D//l1�ff0771UR/PLACNJL IF�E7 E.P.6/30/18 _ BR4O FAGREL4 RC 43920 A47E KEI D. MABERRY DATE �qT TRAf'FlC P C-95—u LAKE STREET - PHASE 5 HLE Na CI7Y ENGINEER R..E. No. 1802 F fob ELEVA770,V IJ5545 MSL CI7Y OF LAKE EZSINORE OF �^" DA7E. SEE SHEET No. I FOR DESG 9 /-15 A6 & SB RAMPS