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Home My WebLink AboutENG-2016-00019 SIP 17-014-17-037 COUNTY � Rt7FiTT,'• POSTMTLE (HILOMETER POST) Y TOTAL PROJECT IMPROVEMENTPLA /MPROV/EMENT NOTES. I?IV �� -��46�26.69 (41259�42.95� 1 NOTE TO PIPES OR STRUC CONTRACTORS TURES SH F EXISTENCE I S ENESE PLANS WERE OBTAINED NDYERROUND OFL/7Y � � STREET AT INTER S TA TE 15 [� AVAILABLERECOROS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES PRO/EC NOT CONSTITUTE A REPRESENTAT/ON AS TO THE ACCURACY OR COMPLETENESS OF SITE THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR/S REOU/RED - T Y OF L AKE EL SINORLFffl CALIFORNIA TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTE077ON OF ALL U77LI77ES, PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UT/L/7Y DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED Uf TO 7HE SA775FAC17ON OF THE GOVERNING AGENCY BY 7HE CONTRACTOR AT HIS EXPENSE. SOILS ENGI f t R.' 2. ALL WORK SHALL CONFORM TO C17Y CODES; STANDARD SPECIF/C47704S FOR PUBLIC jv� = 1 � PETRA GEOTECHN/CAL, INC. WORKS (LATEST ED/T/ON), AND STANDARD DRAWINGS OF THE COUNTY OF RAVERS/DE. /T/S m TEMEC COUNTY CENTER DRIVE THE CONTRACTORS RESPONS/B/L17Y TO BE FAM/LIAR W/TH THESE STANDARDS AND CODES TEMECULA CA 92591 Rv (951) 600-9271 15 AT ALL TIMES TR28214 CONTACT GRAYSON WALKER, G.E. 3. THE CONTRACTOR SHALL NOTIFY THE C17Y PUBLIC WORKS/NSPECTYJR 48 HOURS Ii�l� `I� i j A�I �� p 5q• Yo<<o�o PR/OR TO BEGINNING OF ANY WORK. CALL FOR INSPECT/ON AT 951 674-3124 ��l t -� ' ' �� S :.MOUNTAIN ( ) / ENGINEER.• AV£ E� :..0 EXT. 247 BETWEEN THE HOURS OF 9.00 A.M. AND 4:00 P.M. MONDAY THROUGH FR/04Y. i ; C17Y OF LAKE ELSINO_RE "V 0� P� 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL /N ACCORDANCE WITH CAL7RANS TRAFTTC \ °' _ KWC ENG/NEERS i /i j l f CALTR4NS R f 1 1880 COMPTON AVENUE, SUITE 100 MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUC7701V AS APPROVED BYu�,4 CORONA, CA. 92881-3370 p�4 ptJ sV C17Y ENGINEER OR HIS REPRESENTATIVE FAILURE TO DO SO SHALL REQUIRE IMMEDIATE �s p 4 wKER �- (951) 734-2130 WORK STOPPAGE. "� "!' - E i ,�t = NYVN RO Q��- CONTACT MIME TANG PE C� gtD R 5 /T SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A RESPONS/BLE REPRESL-NTA7VE �� ' } �, f - _ �� RIyLR / F v AT THE JOB SITE AT ALL TIMES DURING CONSTRUCT/ON r CAtTRANS „nfp OWNER �DEI�ELOPER.' �P p o LAKE 6. /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY T � � - ART, _ Gy pyq. ELSINORE RELOC4170N OF ANY UT/L/TIES THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES -�' r QIcP CASTLE& COOKE ALBERH/LL HOME s c INVOLVED AT LEAST 48 HOURS PR/OR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO ��_� ';. �� A4p ;-; BUILDING, /NC. LOCAT/ON Mf1P CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 1-800-422-4133 AND OBTAIN A TICKET 6455 ALBERH/LL RANCH ROAD µ NUMBER AT LEAST 48 HOURS PR/OR TO BEGINNING WORK. -- LL, 3--- - x '- �= LAKE ELSINORE, CA 92530 INDEX.' SHEET NO. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 77 CLEARING OF THE PROPOSED WORK _ (951) 245-0476 TITLE SHEET 1 AREA, AND RELOCA77ON AND COST OF ALL EXIS77NG UTTL/T/£S. THE OWNER MUST INFORM } CONTACT. TOM TOML/NSON, P.E. & DETAILS 2 fNTElr'ST 4 CONSTRUCTION NOTES, OUANT/17ES, C17Y OF LAKE ELS/NORE OF CONSTRUCT/ON SCHEDULE PR/OR TO THE BEGINNING OF _ _ TE 15 _ LAKE ST. STA 27t 14 TO STA. 33t50 3 CONS7RUCT/ON. `' NORTHBOUND OFF AMP STA 363*00 TO STA 373f 75.42 4 B. ALL UNDERGROUND FAC/CITIES WITH LA7�RALS SHALL BE/N PLACE PR/OR TO PAVING THE _ =77war CROSS SEC77ONS 5-8 STREET SECT/ON, /NCLUD/NG, BUT NOT L/M/7E0 TO, SEWER, WATER, IEZEPHONE, ELECTR/C/lY STORM DRAIN IMPROVEMENTS 9 _ - EROSION CONTROL DRAWINGS 10-11 GAS AND DRAINAGE FAC/LIT/ES --y I I � _ SIGNING & STRIPING PLAN 12 9. ALL STREET SECTIONS ARE 7ENTAT/VE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER TRAFFIC SIGNAL PLAN LAKE STREET AT SOUTHBOUNO RAMPS 13 ROUGH GRADING FOR THE GEOlECHN/GAL ENGINEER TO DETERMINE THE EXACT SECTION _ TRAFFIC SIGNAL PLAN LAKE STREET AT NORTHBOUND RAMPS 14 REQU/RED. SECT/ON THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. �- _ y- N-RAMP _ _ 7R4fFC CONTROL PLAN 15-19 10. ALL EXISTING UNDERGROUND U77L/T/ES AND STRUCTURES AFFECTED BY THE WORK MUST BEt� (HB�� TRAFFIC DETOUR PLAN 20-24 POTHOLED AND ELEVATIONS VERIFIED PR/OR TO CONSTRUCTION. THE ENGINEER OF RECORD _ ��" - ?AN° $RJW ` SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS THE cA[TR_q�s Rey - t X £ft. SU Rf " -- �P t UTILITY NOTES.- REY/SIONS SHALL BE/N THE FORM OF i1S-BU1LT"PLANS 5U5M/17E0 TO THE CITY ENGINEER CNy O --__ CTY 1, FOR APPROVAL PR/OR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENG/NEER. " ££S'�/ - » � �� L��`�L t< \ WATER. ELSINORE VALLEY MUNIC/PAL WATER DISTRICT F 11. ALL EXISTING MONUMENTAT/ON O67URBE0 OR DESTROYED DURING CONSTRUCT/ON SHALL 31315 CHANEY STREET BE REPLACED TO C17Y STANDARDS AS APPROVED BY THE C17Y ENG/NEER. CENTERLINE O 150' 300' LAKE ELSINORE, CA. 92331 TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLE7`10N OF THE PROJECT ' (951) 674-3146 BEFORE ACCEPTANCE/S GRANTED. � � 11 '�'' 1"= 150, SEWER. ELSINORE VALLEY MUNICIPAL WATER DISTRICT 31915 CHANEY STREET 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUC770N WORK DONE �,�`�. taKE ST Ea l /N®E-X MAP LEGEND LAKE ELSINORE, CA. 92530 WITHIN PUBLIC R/GHT-OF-WAY. BEFORE ISSUANCE OF SA/O PERMIT THE -� �r CONIRACTORR/DEVELOPER MUST PROVIDE 7HE C17Y ENG/NEER WITH CER77F/CATE OF (951) 674-3146 INSURANCE, REOU/RED BONDING FOR PUBLIC IMPROVEMENTS THE ENCROACHMENT PERMIT ® /NDICAIES STREET IMPROVEMENT GAS' SOUTHERN CAL/FORNM GAS CO. MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT PLAN SHEET NUMBER 1981 W LUGON/A AVE. CONSTRUCT/ON WITH APPROVED SET OF IMPROVEMENT PLANS CAL TRANS NOTES TO CONTRACTOR.' INDIC47FS SHEET BOUNDARY REDLANDS, CA. 92374 (909) 335-7828 >. IT/S THE PERM/TTEE/CONTRACTORS RESPONSI8/L/7Y TO NOTIFY THE UNDERGROUND SERVICE PAVING NOTES. PHONE. 1265PAC/VA BELL GTE S. 111ONJ ST ALERT/N ORDER TO CLEAR ANY POSSIBLE CONFLICTS PRIOR TO CONSTRUCTION. LI17 N. VAN BUREN 150 S. ✓A. 92ITA J SPECIAL N®TE,S.. SUITE 180 HEEET, CA. 97543 2. WHERE DAMAGE/S CAUSED BY THE CONTRACTORS OPERATION, THE CON75ACTOR SHALL, AT 1. HOT MIX ASPHALT(HMA) SHALL BE TYPE A, W17H 3/4-INCH AGG6E5A7F ANAHEIM, CA. 92807 (951) 672-6518 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY (714) 666-5423 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT/ON ON THIS PROJECT, H!S OWN EXPENSE, REPAIR OR REPLACE DAMAGED FAC/[/TIES PROMPTLY/N ACCORDANCE WITH GRADATION AND PG 64-28 M ASPHALT B/NDER, AND BE CONSIRUCTEO /N FOR 1/9 SAFETY OF ALL PERSONS OR PROPERTY THAT THIS NEON THIS ENT SHALL 2010 STA7F SPECIFICATIONS AND/OR AS D/REC7SD BY 7HE STA7E REPRESENTATIVE. LFTS BETWEEN 0.2O'AND 0.35'ACCORD/NG TO CAL7RAN5 2010 REVISED ELECTRIC- 26100 MEN/FEE ROAD. STANDARD SPECIFICATIONS SEC770N 39 AND STANDARD SPEC/AL PROWS/ON APPLY CONTINUOUSLY AND NOT BE LIM17ED TO NORMAL WORK/NO HOURS; THAT THE 3g_Z ROMOLAND, CA. 92585 CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD 7HE C17Y, THE OWNER, AND THE J. ALL WORK WITHIN STATES RIGHT— OF-WAY SHALL BE COMPLETED /N ACCORDANCE WITH 7HE (951) 928-8207 ENGINEER OF RECORD HARMLESS FROM ANY AND ALL L/ARIL17Y, REAL OR ALLEGED, 2010 STATF OF CAL/FORMA DEPARTMENT OF TRANSPORTATION STANDARD PLANS & STANDARD 2. PR/ME COAT SHALL 8E APPLIED TO THE BASE PR/OR TD PLACING THE HOT (951) 820-5498 /N CONNEC770N WITH THE PERFORMANCE OF WORK ON THIS PROJECT. SPEC/F/G4170NS, REVISED STANDARD PLANS (RSP), STANDARD SPECIAL PROVISIONS (SSP), M/X ASPHAL L PR/ME COAT SHALL CONFORM TO THE LATEST PROVISIONS/N FIRE.• RIVERS/DE COUNTY FIRE DEPARTMENT HIGHWAY DESIGN MANUAL (HDM) POST MAY 2012 ED1170N, ENCROACHMENT PERMIT MANUAL CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM STANDARD SPEC/F/CATIONS SECT/ON 93 AND THE CAL TRANS STANDARD 4080 LEMON STREET 2N0 FLOOR � UNDERMINING STREET IMPROVEMENTS: UPON INSPECTION OF THE S/TES, THE C17Y (EPM)• ENCROACHMENT PERMIT UTILITY PROVISIONS, AND CALIFORN14 MANUAL ON UN/FORM SPEC/AL PROP75ION 39-1.03C(3) RIVERS/DE, CA. 92502 ENGINEER MAY REQUIRE ADD/170NAL PROTEC77VE MEASURES'FOR FLOWS TRAFFIC CONTROL DEVICES (CA MUTCD) 2014 EDIT/ON. SHOULD A CONFLICT AR/SE BETWEEN (951) 955-4777 ENTERING OR LEAVING IMPROVEMENTS THE CON7RACT PLANS, SPEC/F/CATIONS AND/OR DETAILS PREPARED BY THE PERM/77EE, THE 3. TACK COAT SHALL BE APPLIED TO EXIS77NG PAVEMENT INCLUDING PLANED FIBER OPTIC. LEVEL 3 COMMUN/CAT/DNS STATES STANDARD PLANS, REVISED STANDARD PLAN, STANDARD SPECIFICATIONS AND STANDARD SURFACES, BETWEEN LAYERS OF HMA AND VER17CAL SURFACES OF CURBS, NETWORK RELOCATIONS DEPARTMENT o 2. ADJUST ALL STORM DRAIN AND SEWER MANHOLES; AND WATER VALVES TO SPECIAL PROVISIONS SHALL GOVERN AS DETERMINED BY THE STATES REPRESENTATIVE. G1177ERS, AND CONS7RUC17ON JOINTS TACK COAT MUST COMPLY WITH 77IE 1025 ELDORADO BLVD BLDG 33A-522 0 FINISH SURFACE. SPE-C/F1CA7TONS FOR ASPHALTIC EMULSION/N SECTION 94, ASPHALT/C BROOMRELD, CO 80021 BASIS OF BEARINGS.' 4. ALL STRIPING AND SIGN STRUCTURES SHALL BE RESTORED (IF DIS7URBED) TO EMULS/ON,"OR ASPHALT BINDER IN SECTION 92, ASPHALTS" (720) 888-5688 PRE-CONSTRUCTOW COND17701VS UPON COMPLETION OF CONSTRUCTION. "QEC/�jRAT/O/V ®F ENG/NEER OF WORK" THE BASS OF BEARING FOR THIS MAP/5 THE LINE BETWEEN THE NGS MONUMENTS 4. RELATIVE COMPAC17ON OF 95 PERCENT SHALL BE OBTAINED-FOR A '4LBER"(P/D DX3793) AND 'WALKER"(PID DX3782) BEING N522532 W 5. ALL SURVEY MONUMENTS DESTROYED DURING 7HE PERMIT CONSTRUCTION SHALL BE REPLACED MIN/MUM DEPTH OF 2.5 FEET BELOW THE FINISHED GRADE, FOR THE ACCORDING TO CURRENT STATE STANDARD PLAN A74. WIDTH OF THE TRAVELED WAY AND 3 FEET ON EACH SIDE ACCORDING TO I HEREBY DECLARE THAT THE DES/GN OF THE 1MPRovacN1S AS SHOWN ON y STANDARD SPEC/F/CATIONS SECT/ON 19, EARTHWORK': THESE PLANS COMPLIES WITH PROFESSIONAL ENGINEERING STANDARDS ANO BENCH MARK PRACTICES: AS THE ENG/NEER/N RESPON518LE CHARGE OF THE DESIGN OF h 6. CALTRANS DISTRICT TRAFFIC MANAGEMENT RECOMMEND THE PLACEMENT OF PCMS, 7 CALENDAR THESE IMPROVEMENTS. /ASSUME FULL RESPONS/BLE CHARGE fOR SUCH DESIGN. FROM THE INTERSECTION OF LAKESHORE DRIVE AND DRYDEN STREET 40 FEET DAYS PR/OR T7 REOUESTED CLOSURE DAIS TO ADVISE MOTORIST OF AN UPCOMING LANE 5. AGGREG47F BASE(AS) SHOULD BE CLASS 2 AND CONS7RUCTLD /UNDERSTAND AND ACKNOWLEDGE THAT THE SIGNATURE OF THESE PLANS BY SOUTHEASTERLY ALONG LAKESHORE AND 40 FEET NORTHEASTERLY TO THE CHISELED REDUCTION. ACCORDING TO STANDARD SPECIFICA7ONS SECT/ON 26, AGGREGATE 017YTHE CITY OF LAKE ELSINORE, AND THE F 0SN AL THE PLANS BY THE o "SQUARE"IN THE TOP OF CURB AT BCR. STA1 9A LAKE ELSYNORE, /S A MOT A MI GENERAL COOF THE 7 WITH CITY BASES". STANDARDS IH/S APPROVAL /S NOT A DETERM/NA710N OF THE 7ECHN/CAL ADEQUACY 7. THE CONTRACTOR SHALL N077FY THE TTZANSPORTAPON PERMITS OFFICE(JAY HORTON, OR ACC41R40Y OF 7HE DESIGN OF THE IMPROVEMENTS SUCH APPROVAL DOES NOT, BENCHMARK NO. C-95-93 916-322-4957) 15 DAYS IN ADVANCE OF ANY VERTICAL AND/OR HORIZONTAL CLEARANCE THEREFORE, REL/EW ME OF MY RESPONS/B/L17Y FOR 7H£DESIGN OF 7HESE o ELEV. = 1356.45 MSL (1929 DATUM) CHANCES /NCLUD/NG LANE/SHOULDER CLOSURE, LANE/SHOULDER WIDTH REDUCT/ON, AND ETC. IMPROVEMENTS 8. THE 6AL7RANS PUBLIC AFFAIRS OF776E MUST BE MADE AWARE OF THE CONSTRUC7ON ENGINEER OF WORK DATE 2 AC77V/17ES ESPECGALLY "LANE CLOSURE WITH REDUCTION OF WIDTH TO TRAFFIC LANES" TRAFFIC. o /N 7HE EVENT THE CAL TRANS PUBL/C AFFAIRS OFFICE/S ASKED TO ISSUE PRESS RELEASES;S41D INFORMA7701V 1S REQUIRED 7-D4?S PR/OR TO THE CLOSURE. E V' -OQ;,, ro �JQ 4 6 V -%/47/7 CALTRANS PERMIT NO.08-15-6-MC-0720 0 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL QROFESS/ CITY OF LAKE ELSINORE SHEET I CONDITIONS OF DEVELOPMENT AND/OR CfLY AND STATE LAWS AND A PERMIT MAY BE ISSUED. ti'v I y � � 7A.YF ENG/NEERS !7 G3 CIVIL ENGNEERS.PLANNERS.SURVEYORS ♦ 4KE STREET AT 1�15 OF 2¢ NO 64263 Z 1880 COMPION AVENUE.SURE 100.CORONA CA 92881 3370.951 R3h21J0 //J/JI CTJ! �i 2-17"l7 Z 1 T * Exp.6/30/17 * SCALE: SEE ABOVE BENCH MARK: STREL/ IMPROVEMENTS SHEETS BRAD FAGRELL, RdEO3920 DATE MIKE C. TAING DATE C-95-33 FILE No. R.C.E. No. 64263 �q�'OFCAI\FO civi �\P DATE: 02 O> 16 SEE SHEET NO. I FOR MW TITLE SHEET CITY ENGINEER R CITY OF LAKE ELSINORE 1 1 COUNTY ROUTE POSTMILE (HILOMETER POST) TOTAL PROJECT CONSTRUCT/ON NOTES AND QUANT/TY EST/MATE EST/MATED EARTNWORK QUAN17T/ES COUNTY RIV 15 26.46/2T TOTAL PROJECT 42.95;' REMOVALS & RELOCATIONS CITY CALTRANS TOTAL GRADING SUMMARY CITY 1252.TRANS TOTAL CUT(C.Y.) o 1 0 1 0 O a J[L a NJL REMOVE EXISTING PAVEMENT 0 S F. 4,380 S. 4,380 S.F. « KK '� FILL (C.Y.) MO 1210 1590 °k t ✓1'x' lit'#Y q' • t "; T 31 REMOVE EX/SANG INLET STRUCTURE 1 EA - EA 1 EA 'ABOVE ESI7MATED OL/ANI7T/ES ARE FOR C/TY PURPOSES ONLY. OUANAAES A4 4Y „".H,�' w- - ".,._^� - 'r••"-^° '°'"' "'"'' r• VARY DEPENDING ON ACTUAL 1-7ELD CONDITIONS ° O REMOVE EX/SANG PIPEAIVO CONCRETE COLLAR 1 LS. - L.S. 1 L.S. I� NOTE.• 7HE ABOVE OU 4NT7AES HAVE BEEN ESAAL47FD BY THE ENGINEER FOR O PERMIT PURPOSES'ONLY.1 THE CONTRACTOR SHALL L1E7ERM/NE HIS OWN OUANAAES �CLEAN AND REMOVE ANY OBSTRUC770NS FROM EX/SANG 1 LS - L.S. 1 L.S. AND HE IS SOLEZY RESPONSIBLE FOR 00FRMIN/NG THE AMOUNT AND COST OF „,,., .,. ,. „„A,L 4EO1'• «' °`"°°°`""°°`""'°""""'°_ � CONSTRUCT/ON NOTES CITY CAL TRANS TOTAL IMPORT/EXPORT AND OAdER GRADING OUANAAES'FOR S PROJECT. I i " � 1� 5 I��t �•^�°L °°• ,_ "�°« b�u w'li "j PROPOSED PAVEMENT EX/SRNG PAVEMINT CONSTRUCT 0.60'HOT MIX ASPHALT(HMA) CONCRETE TYPE A (AC) W/TH'j-/NCH AGGREGATE U.GROUND VARIES 2.5 4' VARIES 2'3� SF. 5,450 S.F. 5,450 S.F. WLDR (0'-10.2) THICK SHOULDER GRAOAT/ON&PG 64-28 M ASPHALT B/NDE77 OVER 0.65'AGGREGATE SUBBASE CLASS 2 g.I HH4 TYPE AAC OVERLAY " e Po JB CONSTRUCT 0.60'HOT MIX ASPHALT(HATA) CONCREl£TYPE A (AC) W/Ad -/NCH AGGREGATE - S.F. 4,6f0 S.F. 4,610 SF. �� 5x � -2.O%-1 �C7�(-2.0%) ER EP IX�GROUND GRADATION&PG 64-28 M ASPHALT BINDER OVER 1.70'AGGREGATE SUBBASE CLASS 2. O REMOV£AND REPLACE EX/SANG PAVEMENT 200 SF. 2,570 S.F. 2,770 SF. Dl.(>ylOIMID p•�i / I A7 _. - ,,.,>,,,w„� ,., „,°, _' IA --- O SAWCUT COLD PLANE AND OVERLAY 0.10'AC MAI. 20P'SF. 36,ODO S.F. 36,200 S.F. NYL�IIT «,°,«.1°«,°,°°,°,°° a,°°«. NE OFF RAA/P - 44'SEC1ON 3 U4 CONSTRUCT CONCRETE CURB TYPE AI-6 PER CALTRANS STANDARD PLAN A87A - L.F. 565 L.F. 565 LF. .=heuo. i 363+60.87 TO 368t00.00 ♦O5 CONSTRUCT a45,HOT M/X ASPHALT(HMA) CONCRETE CLASS 2 AB(AC) W17H -/NCH 1,360 S.F. 6,250 S.F. 7,6t0 S.F. NOT TO SCALE AGGREC,I7F GRAOAAON&PG 64-28 M ASPHALT BINDER OVER 1.60'AGGREG47F 14 2' 21 8' ELEV_ATIon ' 5618845E(,LASS 2 _ RAIL ELEMENT SPLICE DETAIL f PROPOSED PAVEMENT EXISANO PAVEMENT O6 CONSTRUCT CONCRE7E FLARED END SECTON PER CAL STANDARD D948 1 EA - EA 1 EA VARIES 25' 4' VAR/E5 2"3 11.5' 8' +J�„ I Y I MIDWEST«ODARDRAIL SYSTEM SHLDR (0'-10.2) SHOULDER «° .°.., «°•v�«o.°°«. ME71aN A_A STANDARD RAILING SECTION O CONSTRUCT JO-RCP PIPE CLASS Al(2000D) 10 LF. - L.F. 10 LF. D; GROUND � m ° POSTAL TALL TOR (WOOD POST KWITH ) <,.«., „ w,, . 0.10'MIN THICK «m�.a .. °«« .^, .,. WOOD SL06KI gl HMA TYPE A AC OVERLAY POST INSTALLATIgtl A1T T O CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STANDARD DWG. NO. M803- f EA EA 1 EA y�.. N'sc"` \ 5% 2.0% 1 (-2.0%) EX.EP EX GROUND --- - - - .O9 CONSTRUCT 0.95'JOINTED PLAIN CONCRETE PAVEMENT(✓PCP) OVER 0.70'CLASS 2 - S.F. 6810 SF. 6810 SF. �' r - � '` � '••°°^^ -r- AGGREG47F BASE(AB). U.GROUND 10 CONSTRUCT MIDWEST GUl40FDRAIL SY57FO WITH WOOD POST W/IH WO00 BLOCK PER 118 L.F. 86 LF. 204 Z.F. -- ---"-- S4WCUT ".__ g� ,g= _ CAL TRANS STANDARD A7711. NE OFF RAMP - 44'.SEC770N /• ,"1�,MNi, TABLE A ll CONSTRUCT HOT MIX ASPHALT DIKE 7YPE A PER REVISED CAL TRANS STANLMRD P64N 145 L.F. - L.F. 145 LF. 368+00.00 TO 371*25-DO n,�gal RSP A878 NOT TO SCALE Tcwe uTNnl�eorwa ,..N3JRL. .Jet_ L-- / /� WANTITIESS -NO7E• 7HE 70TAL DEPTH OF 7HE PAVEMENT S7RUCTURE(DEP7H FROM THE SURFACE TO THE SUBGRADE)SHALL 14.2 21.8 ply �F"° - -- p MATCH OR BE 7HICKER 7H4N 771E PAVEMENT STRUCRIRE GRADING PLANE OF 7HE AL1,A4CENT TRAFFIC LANE. PROPOSED PA*WENT E(SRNG PAIEMEM LEGEND & SYMBOLS 2 3' t-� - fi / s VARIES 2.5' 4' VARIES 11.5' 8' a,...e,., d„�...,...,. r _ " m (1001.01) EXISTING ELEYAAON EYC =END OF VERT/CAL CURIE � gr,�Mg- 18 LOT NUMBERS ECR = END OF CURB RE7//RN EX GROUND SHLDR 0'-10.2'( � SHOULDER JPCP or aIIVEMuvs A > SIDEWALK FZ =FLOWL/NE 20% EX GROUND Z✓E-a STREET LIGHT FS =FINISH SURFACE �" - / s -`-�.. (( • > F/RE HYDRANT 08 = GRADE BREAK DX GROUND p•� -- � _.-. ,-_', _ •• °""- �^L«,"• '" .. 9 SAWCUT T+ taros TYPE As nws TYPE A3 CURBS v�o TYPE o toms tvrE E aAro >g a- WAIFR METER IL =LAYOUTLINE 44'SEt:nON HATER VALVE MOC =MIDDLE OF CURVE NE OFF RAMP - n I--,' -� ><• , _- , „err O SEWER MANHOLEMVC =MIDDLE OF VERACAL CURVE 371-J-25.00 TO 372t75.42 NOT TO SCALE s CATCH BASIN NZY =NOR7NERLY EXIST. EXIST. "^ i BLOW-OFF OC = ON CURVE WLY EZY mcuR9s TTPE ez euRes 9s..TYPE es tunas...,. TYPE d r�s TYPE x asg CURB b A/R VAC/AIR REZEASE- FCC =POINT COMPOUND CURVA7URE Pt 144'5-148 PL PE AVE ° -- STORM DRAIN P/P =PROTECT/N PLACE PAP 13.5'-41.5' _ .a EXFSUNG PMENT PROPOSED/MPROVfMEN15 °°"°`°`"`""•�•. `.°•`°" •°"'°•"°•�" DAYLIGHT LINE OR CUT/FILL LINE PRC =POINT OF REVERSE CURVA7UKE 20.5' 21.5 7.5'-70.7' 6' 0'-24.3' ODREs AND DRIVEWAYS -NEW CONCRETE PAVEM7VT PROP. =PROPOSED } -NEW A.C./A.B. SECAON RUE =PUBLIC UAL/TY EASEMENT VAR/ES(1'� AS7A -COLD PLANE& OVERLAY RP =RAORL POINTES HMA 7S 2 EX EOP OF SLOPE _ El.EDP EX AC Val 2 10 16-1.9% 010 MIN THICK VARIES% R/W =RIGHT OF WAY - (VARIES%) (y ) AC OVERLAY (1.3-1.6%) T� -REMOVE EXIST. AC PAVEMENT S = SEWER - OF SLOPE EX.2:t SLOPE • L XXX.XX SD = S70RM DRAIN 7 +z�a r.,: - ( = TOP OF CURB ELEYAAON � ETC SFM = SEWER FORCE MAIN . ._ �. _ - ,.. 3 IX.AC BERM 5 ro«��•..w,�� BCR =BEGINNING OF CURB RETURN S'LY =SOUTHERLY SAWCUT TO BE REMOVED BVC =BEGINNING OF VERACAL CURW - DAYLIGHT TAN = TANGENT LAKE Sn�EEr ,SEC7JON EX GROUND LIMITS OF GR40MIG CB = CATCH BASIN RM 25*26.90 TO 26+43.20 (Y = CENTERL/NE TOP BE NOT TO SCALE L'b r o TC = TOP OF CURB r�P n rrPE c r 1s 2 L �r�r r 0 h EP =EDGE OF PAVEMENT o T./. = TRAFFIC INDEX 13.5-41.5 B,KEe A W = WATER D ISDNG PAVEMENT PROPOSED/MPROIA:MEN/S s N 25.4' 21.1' 3.2'-10.7' 6' 0'-24.3' o 0 13.5'-41.5' 7' /X EXISTING PAVEMENT PROPOSED AIPROVEME0' HMA TYPE . r 0'-15.5' 25.4' 27.7' 3.2'-70.T 6' 0'-24.3' >' CLASS 2 , > PROPOSED - - EX.EDP EX.AC V7.61.9% 0.70'MIN TFNCK- ~EX fOP V cASE c-1 cA ry IMPROIFMEN75 1' (VARIES%) ( ) AC OVERLAY r 2�- e X cssE r cA w VAARIES VARIES H,�TypE i [.-. ---�R.GROUND TYPE D AM E BACKFILL DETAILS 4 NAN T1PE ..(O'-10.0) (1=10.0;),,CLASS 2 ,/ EX.GROUND � . . ._-nCLASS 2 IX.EDP 0.10'MIN THICK 0.10'MIN TFNCIf 4 ,AC OVERLAY VARIES% VARIES% AC OVERUY EX.EOP _ _ -- -- _ IX.GROUND .... - - J DAYI.IpIT 2.0% Al-EX GROUND ores LAKE STREET- SEC770N sAwcur ` LIMITS OF GRADNJG `"°°•'"`"""°°"°'° � X ASPHALT DIKES d 1A "'°•' S4WCUT- IX AC SAWCUT _ - IA 27t63 35 TO 32-/-00.00 HOT MIX A�Su XAL NOT TO SCALE . :,:.<:am� ,p� ':>✓ «ab°.T17;»�"' h LAKE SnzEET- sEcnoN . �M °""P�`:°"�� M ""'-:',p I REVISED STANDARD PLAN RSP°A57S 26*61.21 TO 27t6335 32t00.00 TO 33t54.07 ti NOT TO.SCALE ( �V 2/4/I7 CALTRANS PERMIT NO.08-15-6-MC-0720 g MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEA Q?,QFESS/D CITY OF LAKE ELSINORE SHEET 2 ° CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT �� C• T MAY BE ISSUED. h C CIVIL ENGINEERS 9 PLANNERS SURVEYORS /� ��-/r 1 ,/ Z No. 63 -0 COIN AVENUE,SUITE 1-CORONA,CA.92NN1-]3>0�951-)]I-2- a AKE STREL_/ AT /�/ �`1' '.-�-=•" Exp.6r30/17 A SCALE: BENCH MARK: LJ-1 f, OF SHEETS 2-17-17 I T * * sEF ABOVE .STREET IMPROVEMENTS C-95-33 FILE No. BRAD ENGINEER RICE 4 20 DATE MIK C. THING ATE J'T CIVI ��@ EZEVAAON. 1356.45 AISZ CONSTRUCTION NOTES, 'a CITY OF LAKE R.C.E. 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J s d 15 2616126.69 �2.591,V 95) og PV!STA. 363t50 00 TTT�- PV/ TA. 3 3 50.00 c2=-1.82q °o o �' = 4x 6,-�1.82x - R/V c,-o.d' Z v � ti� OSED FP p � a ^� ��+_ _t __ _ p { p �' _-- - ® [ .5' [r of c[ � CONSTRUCT/ON NOTES a a O g� PRO' >A CONSTRUCT 0.60'HOT M/X ASPHALT(HMG9) CONCRETE �_.. O^ -_ -. !._ -�O _h ci 00 .-_ P/=1730.23 + O 7YPE A (AC) WITH Jr-/NCH AGGREG47F GRADATION& p �� 4� _ PG 64-28 M ASPHALT B/NOER O✓ER 0.65' EX/,Sr/lVG' E -0,789 1 10� 1.05% AGGREGATE SUBBASE CLASS 2. b O ti) V q � ✓'' LT OF CL I , _ , � O O CONSTRUCT 0.60'HOT M/X ASPHHALT(HMA)CDNCRE7E � . PV/7 47 0B O O TYPE A (AC) W/TH -INCH AGGREGATE GRAOAT/ON @ .... ._.__ - - • t -- PG 64-28 M ASP�LT B/NOER O✓ER >.T AGGREGATE PVI STA. 63t5000 - 2" "�`� N �'ry' X^ d•`� iy SUBBASE CLASS 2. �- - - -O - p •--- - - -� _ - O2 REMOVE AND REPLACE EX/SANG PAVEMENT ® CL O O O COLD PLANE AND OVERLAY 0.10'AC 4 CONSTRUCT CONCRETE CURB TYPE Al-6 PER 1 3• 0 O CALTRANS STANDARD PLAN A87A J OVER O 70 CLASS 2 AGGREGATE _ Og CONSTRUCT 0.95'JOINTED PLAN CONCRETE PAVEMENT(✓PCP ' -.I ...-.- _ N BASE(AB). ilk - - 57 - f829 �'— -- - _ ^ ^ ^^ +� * - REMOVALS & RELOCAT/DNS / 1-p0.It .. - - --_._ !S, - - 0 - - - _ - 30 REMOVE EX/SANG PAVEMENT 84 2-- {r Rl R _ _ 0 9 R - - -- 0 O 4 s AO ' CAUTION - - — - PROFLLE SCALE - HORY 1"= 40' DL3L. VERT I"= 8' ,363f00 .364*00 365t00 366t00 367*00 368*00 369*00 370f00 371*00 372*00 373f00 _ — oo X� \ EX\EP ➢Z o 120' EP 7RANS/T/0NZA 8 a �� 2 v o ° °o w _. --_- --__'f N� '$ c� _ N w_' �N N EX• g'38 / o EX. FLOWUNE' � _ I L�An/cyr / Bm o � � /rNB� AMp +=vim•2 W v b "'Di.4Vi a..... LIMITS OF GRADING .. l - L ..-� �.Q. 1231.66 -r �^?�.. 4 \\ p N /" o p ^� 6 PROPOSED EP ---.y _...- .. .--y... 2 p °+ NO o—o—o� o—°—° °_.°_-° " ° c °i4,., ;� 232.62 78 EX. EP o EX. EP o� 4:P �� ` . .m,m �,am.m o_m.�� „m m.� ,m' o 0 o h _�.._. J N I .11 363 /� o 3 366 367 368 369 370 N 37> 2 - 372 � .. C \ 123248 T8 _�_ .�.m.7m. .m.m. .,.m.�,.m.. .��.,�i-=xr '—.�.�� -- � - - - - - - �,\ �'" - 4 12,31.98 F5 a (>24489J (1144.63) 1144.32 7243.88 f243.46 4 N81'49 38 E EX. PAVEMLNT h 371f25.� 9 3I.19 TC �+ 1232.35 TC �'' Sr UGHT PIP D3 �. FS A. f• fs lA SAWCUT G/NE Al OFF RA P 1B ✓O/N EX. 1 3 ry q 30 /Y,Q 1732.99 i3' 130.69 FS --`�-- _-�----�-- —�—� —� �ii.- �---�- FS o (1245.))._-£X ET .- _._ - - -. . .-. __. 113338 - _.. - Or GUARDRAIL --- - - ....__ ... EX. GC/ARORAJL - f3• _. 12LL44 FS f23L FS ._ ` _ _- -_ .--- _- / - gip// E EX. S/LIOi!,&POST TO REMAIN EX E� - -- - _._ EX. EP o Fs A. 32t 9 LAKE STREET 373t 1 NB OFF-RA OW-RAMP — --— ------ - f ......._._ ..__.__._"_-` �_.._ � ;�� ca*+z � a n �'�� '" f732.59 FS GAL Of ° 40 D -.._-- - 40 _ '----- 120 E' �o EX --...._._.� c3� v� 2i• 2C' r6Y. SIGN SCALE/N FEET -.._._-.. . ....._,._ .-._._-.-.�_. I[ � L/NE/CURVE TABLE o \ \ NO. BEAR/NG/DET TA RADIUS LENGTH TANGENT A 09'1623" 250.00' 40.18' 20.13' ZA/KE STREET /- /5 /NORTHBOUND OFF-RAMP B 097623" 250.00' 40.18' 20.>3' C 107'4>06" 25.00' 46.99' 34.21' O D N87.56 42'W - 41.53' - E 727050" 75.00' 94.70' 5384' CALTRANS PERMIT NO.08-15-8-MCA)720 v MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL � F OFESS/O ��C CITY OF LAKE ELSINORE SHEEP ¢ MAY CONDITIONS ISSUED.DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT � ,H C' 7q�ti(�Pt ENQ/NEERS l7 a G� C U ENGINEERS.P—,CNMS.SURvF'ORS LAKE STREET"AT /—>5 24 No.64263 m iaw Co_nvERuc score iro•coRORn,ca azeai-n�o.ssi-cos-ziao OF Exp.6/30/17 z SCALE: BENCH MARK: SHEETS o. . 2-17-17 z * * ,_�• STREET IMPROVEMENTS BRAD FAGRELL, RCE 439 DATE MIKE C. TAING DATE p C-9556 /-15 NB OFF—RAMP FILE No. o R.C.E. No. 64263 `rlgl CIVIL �� ELEYAAON• 1356.45 MR 1 _ CITY ENGINEER FOFCAl1F� DATE: 02/01/16 SEE SHEET ND. f FOR DESC. STA. 363t00 TO 373t 15.42 CITY OF LAKE ELSINORE COUNTY ROUTE I POSTMILE (KILOMETER TOTAL PROJECT 15 1 2646126 69 (,U 59142 95) 1255 125" -7 — — — — — — — 12507— —— --- — —— — — — — J" 4- 4 7 -4 --r ----- bogmw Gmqulvo 4---4- 4 -4 -4 T.VEMEWS P IMPRO -4 ROR ROADWAY ............. 4 ---�PROP ROADWAY —1m-nwwmE-NTs 4 -T- ...... 14.2' 15.5' 19.5' 21.8' PROP. ROADWAY 4 (0 245 OVERLAY 21.2' 19.5, 1250 4: 4250 125� 650 12-k� J CM,1111AW --62,15 124� 6U4M9RK- 74.2' 21.8' L4,2 1.0, t COWFLAIVE -Rop — P�-Rop. &OVERLAY fs + Z.O fs LO, oDxl 4" 4245 1245-� -1245 124a, 4,240 12 V all .. .......... --A 4 7 V 4cyt �2J5 12-"] [f240 1240 4-- Raw EMSnW GROUND_. + + -4- --�1230 12-U, — "2J5 1210�� -"2,10 12M�-L -75 -50 -25 0 25 50 75 -75 -50 -25 0 25 50 75 -75 -50 -25 0 25 60 75 -75 -50 -25 0 25 50 75 364*00 J65-IL50 367*00 368-YL50 SCAZf-.- H. 1 V- 1"-4' SCALE' H.- 1'�=20' V. 1"-4' SCALE.' H.- 1"=20' V- 1'�--4' SCALf.-- H.- 1'�=20' V- 1'�-4' 1255r— — --[1265 1256�— — — — — --- — — — — --- — — — —T-1"60 EAYSTIAV 6ROMD ------ -4 PROP. R040MAr J, ---------- 2.5' 142°-l-J CMD /mw &0 CL ARWO 4,� PROP. R040WAY If 7 T- t -J, �250 12-101 �6945 2 [1241 12"- ---------t- �250 124A 'N, WO, FS 4 21.8' COUPMAE At OPMAY 4-- t--qaw- 0 OP.FS OOX) L 4 1240t 1245 245 ---------- A- z N J- 4- -4 �240 12-Ul 4 -12j5 ��O 124 157iV4 60�� -Zlt ErISRNO GROUND 4- J? -4- A -T V- ------ i 12JO i 23M5 "235 12J�— -"2JO 1211[L i -50 -25 0 25 50 75 -75 -50 -25 0 25 50 75 -75 -50 -25 0 25 50 15 75 -50 -25 0 25 50 75 -75 13'65*50 365*00 366-7L50 368*00 SCALE. H. 20' V. 1 4' SCALE H.- 1"=20' V- 1'�--4' SCALE- H- "=20' V- I SC4LE- H.- 1`�=20' V- I 12 -7— i r-7 -7-�255 12557— —1 1 7 —,Z� 12n— ---7--TA955 125OT—, 11250 T 4- 7 -4 ------ J- ......... CMNO ORMAZi 4- -------- --- 2 1 "Mrs 4- �250 125� 1 OL i 14z, t PROP. fiO4OWAY COWPLAME i 12.2' &fPM*- 004a-44ME 4 1 - , - 1-1 a -11, - - �0� Ig.5 OVER/AY i 14,2' 218' Camm1w PROP.FS- w�a It i &OVERLAY PROP.Es 1-9 1-0, -4 -7245 , I - I I I � I I - 4 2 4240 1245 4245 124-5[ �FWP LS 245 1240L[ -7 OOX 4 12-15f 4 4 -J r240 -t �M 124� l!XISnAV GROUND 1240 124� N J-1 4 to i 'A 7 T V,-r-- ------------------- --412J5 12J5�— —— — — — — — — -- — --1235 12-TO 12JIL5 --�2-15 12-T5L-L Ll -50 -25 0 -75 50 75 -,75 -50 -25 0 25 50 75 -75 -50 -25 0 25 50 75 -75 -50 -25 0 25 50 75 363*00 364-1-50 366100 367*50 I A�=201 V 7'�--4' SCALE.' H,- 1'�=20' V- 1`�-4' SCALE.' H.- 1" 20' V- I 1VORTH50UND OFF-RAIVID Snllf.- H.- 1'�=20' V- 1`�-4' SCALE' H.- CROSS SZ-CTIONS =CALTRANS PERMIT NO,08-15-6-MC-0720 L 245- 240-1 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 5 MAY BE ISSUED. Cl iL ENGINEERS I PLANNERS.SURVEYORS I_Co_—E,—10-0-1,CA 92881-951-7-2130 ST ZA11ri RffT AT /-15 OF 24 17 w Exp. x Tv SCALE: BENCH MARK: STRf f T IMPROVSAff NTS SHEETS it-,4,7 P-b/ it BRAD FAGRELL, RCE 431 DATE MIKE C. TAING DATE Q, C-95-33 FILE No. CITY ENGINEER R.C.E. No. 64263 clvlx ZZEYA770)V.- I.Y56.45 YSL CROSS Sf-077ONS' CITY OF LAKE ELSINORE OF CAL%\ DATE: 02101116 SEE SllffT NO. I fOR PESO. STA. J6J*00 TO STA. J68*50 Cj I COUNTY ROUTE POSTMILE gALOMETER POST) TOTAL PROJECT 1245 — -�1245 1a45�— — r — — — — -�245 R/V 15 26.46126.69 �42.59�42.95� i I P/,17P RA9ON6PY r - t r- -- - r 20, 79.5' _ - 7.8' L T 124 !4.2 240 12 1 - CL 640 I r , 1 j-- I b OV£RUY -( 4- 4- '- -_ F- _ PROP R04E/WTY � c- -t -'i I -. 19.B' 195 -�� PROP.P5 _- i _ I I t i 2. 1 rx �" ,-..'1235 1235'�' ;... _ zo' �-1235 4..1.aaeE - �' I 2J { — — L - r — _ _ _123 t ;- * N- 1230 1230} W 30 � L r - _ _ �� ____t_ _ *GROUND 10 - --- - - -r -- - �- _ r..- _.. 122 -� L � T..�� .. .� - 2?5 >22 -F7225 -75 -50 25 0 25 50 75 -75 -50 -25 O 25 50 75 370f 00 371*50 SCALE H 1""=20' V 1'=4' SCALE- H. 1"=20' V 1"=4' 12It --i ;- _ .+ _- - - -_- - } _ _ 45 PROP. 4 /MPROVEMEN75 IXSRNG 6W0UN59 20.5 19.5 t >240 _ 1 . , �.._..�j 40} ',-- �- iMPROr�wis 2a. !ss' r -H240 >2 _ _ _. - - _ -. �...-,- �,-- 240 COYDPLANE OkORLAY ._+ 240 12 f I -� T" - `� F PLOP Is— Ps s;2 25.2' !g 2� r_ F , 'i t-kl-,SYG4i - - � , _. .. j- { 2 -... 4235 12 i { pp i GZ� + -) - PrwP ist t �° - I - - + - -..- - - , a N �! .1 T 3 ,_. .� ,_ -.i•. I --�230 : �1230 -4'--i1230 k + r i L i a - Ex/S77NO GROUND r --II r II _ � t GROIMQ '-t- 225 >225 -� _ �..h - - - - - "225 1225 .�_ �.:.,rt - - - �. �, -- I-1z25 �- -75 -50 -25 0 25 50 75 -75 50 -25 0 25 50 75 -75 -50 -25 0 25 50 75 369*50 371 f 00 372-k50 SCALE H.• 1=20' V.• 1"_4' SCALE- H.• 1=20' V• 1=4' SCALE.- H.• 1"=20' V.• 1=4' a n 725 _..-� �. 1-= - i.-...- -,-_..- •-._--*-._-r_.�250 12451---_,._.-_. .-.T.--...I_.,-� -,_. i_..-. -...- .-T.- �245 1240�- -,,. CL ..-�.>240 �.� �� T 7- -�.--T- - -r -----I + __. �_--- } _ t- -�.. _L _. + ,-._.-� __,.. iII 1 _ I. -- - y'- PROP. Rcwownr __ -{---III-- "-!_.__ _ _.. I _. - .-- *---1 '--'-_*_i t _ t _ _ PROYEMEN75 _19..5 ___ %—A i-_Y-_.I+- F-+-+- s•- �- -+ - ..__ r. L_,�_ PROP.ROADWAY r--, ! r -- t t 1 r f42 - - ._ /MPRDI EMEMS - h —I—J 1 * t—1--� I }— d � — I— f � Pn�,u�,vr ! 240 ! 2' k 21.3' { I JL1XOPdANE x " '-- r EX/57/NG GROUND 19.5' _. d... a.- P.17Q° 1• t - _ — �7g � � t 4- 1 _GROUND c t -- _ I T •20D (ZoOxJ i—I i t I i S1'YPPLANE __ .ram -. __ -_� __ ,_ _ -F , kA3'LQ�i ( -! . 12 -�---+- +-- ! .J ,- }.-_. ..i.. , r ,._-- 240 la +_.._-..} a -_ P.00. `ry2oOXI 35 1230f \ - - ` Nv - 30 Exrsvm� , Gnu h �__�-`r.-_ � �.--� S4NCUT._ _ -��a � j PRROP.PS - J. - �i _ I;: 4.7 SCOPE i /S77N0 OROUNO a ^ _ - a r--t i _,._ -� ._�235 1230t " --f-- - W N aN ..._1230 1225� 25 1 �2 f- � t ry � � 123 75 _?5� -"2M 1225t .�_rl� _� - - - -- y-�� `-�� 225 1220i _ _ �.�-� � r ,.��_.-_�,_ -�1220 - - 0 25 50 75 -75 -50 -25 0 25 50 75 -75 -50 -25� �0� 25 50 75 ^I' o 369f 00 370f50 3727L00 SCALE H 1"=20' V 1" 4' SCALE.• H. 1"'=20' V.• 1=4' SCALE- H.• 1=20' V.• 1=4' NORTHBOUND OFF—RAMP a .S`.S` SECTIONS _ CALTRANS PERMIT NO.08-15-6-MC-0720 g MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL QROFESS/ e _ CITY OF LAKE ELSINORE SHEET 6 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY BE ISSUED. �4i``��`EF' Tgiy t^ E/i0G//VEEfIS f7 �• G� Z CIVIL ENGINERRS•PLANNERS•SURVEYORS ZA/rE STREET e y /_15 OF 24 1880 COMPfON AVENUE.SUITE S'PIA NA,CA.SURV 33]0�951-)34-21 X1 �+ H/ __._...-._ w Exp.6/30/17 SCALE: BENCH MARK: SHEETS STREET /MPROIVEW_NTS BRAD FAGRELL, RCE 43 0 DATE ` MIKE C. TAING DATE/7 * * 1-20 0-95-33 CROSS S,E(i`j�ONs' FILE No. CITY ENGINEER R.C.E. No. 64263 91c'IVI FORA\ DATE: OZ SEESHEETNIJ5645 SI CITY OF LAKE ELSINORE 101116 STA. J69f00 TO STA. J72*50 , O COUNTY ROUTE POSTMILE (KILOMETER POST) TOTAL PROJECT 21.0'L'OLDPLANE PROP.RCdPOWAY 'Ea35 35 �.— — C R/V 15 26.46/26.69 (42.59/42.951 Ac OxE 1250T�- — - - - — — "� ems, A•OlERL1Y IMPROWXWS _- _ - - 26 e 4 �1230 a F � _ I - f m0alf : }- - 2-1 A" F- 1245-� _t i _.r T T - �_. -_�1245 - 225 f rt C - f +- - - + '- 2 { 5 ._ +_ - f� 1 � t t 401 - �1r E - - - - 1 � 1220- f I +- �, -r �- 7 � I ' — -- - - - - - - - I �a 1 I I -_----+-+._._.__.. --'-._ _i _ ._..-+- '----;- , ��__ �.. �---F - �- +- � -i--. t-�- - --' - - - --- k�- 123�j �-_-+ � • 1235 I - -.-� r - 1 �. - - CL I: - t -I'_-- - }_.�. -C"C t .._.,' S.0'COS PROP RDADWAY i - t 215 -_7- .. { H215 I -�- ,- _ .__ 12 — — —— — — — — — — — 240 Ovt�roaY 7MPRot'EMErors -- f _ 35{ �; 26.T COCOPLANE t37 �. I � � I �� '.. I .�� (290X �'•+ -_. _ :....�_.'._ i_.. _ +_..__' _ ;--_I. --._-,_-., ,_._.t__. --L.__I -} r O✓ERLAY {- - - { �--+ - r -1_.1---.- + : , " .i'00L PROP. y� -,---t t -�> /MPRO _ ( r r Y _ -.i.__.T •_-_�___ OVERLAY I-. .-- � -_� -� , .- + �- '__.„ __, -:•-_. -_ __-'--_ _._! -*_.� ! , : : :, S ' � i i r .I -t �, I _-- 1 1 i : �- SINC'VJ' L ; r CAA' R Ind .,.—_�.`�_1�,..i.. -�. s _.�_�....—..��.- ,. .._-1. l --r I---` .-'�---� M1 L2z 1_ , • ._._,. `__.'_-_• __ ' _. _ G -.._ -'r--_ `_.._- _`.. - --I--r -{.-. 2>D� -+.J- r r T -HafO , (r.72z) ( J 3 zox 12155� LPL 3� f }7235 + 1 -75 -50 -25 0 25 50 75 >230i---�- 'pm+ I 230 a-. •�. t -_. _._,t_ -- 20.7' �_-' _T ssxcUrutif --r' � I- .-_ i __._ + r +__ .0'COLOP(AN 10.5'� AY --i 1225-I-� — �,r,�. _ I-�_.�.... _� r.� —_.�.-J_:.�.- 225 ( 26-f 00 .r r - - - 5 h _ --1Y --- 75 50 as O 75 SCALE H.- 1'=20� V- 1 4 D R .. 29f50 �2 23 -T- r....—.1.a. --r_—. ---— >235 ---_ 1. t r.._ - ,_ ,o°� a - 12JOI I I _ - -- ?a /1 > 3O SCALE.• H..• 7'=20' V 1=4' WfLY; j-I CL E'LY i. -.. 225 — — ii 1I J 1225i--�-..� 125 ---r---.-, —-- —.— — —.. — — — r250; - r - —,— R -3• -"R W -75 -50 -25 O 25 50 75 ( G I PROP.RE14O Y _ ._tag• -. I _+ -__ a_ _- { - - 1.0,COLOPCANE /MPROI EMlN - N' _ I D< .4Y 8.2' =! 193' 27�50 --., - - - - + I� f1:72xJ a (>sxJ 3 rPana 2 Ac I' SCALE. H. 1"=20' V 1"=4' — — — F1 - i - 1 F _._H230 f225L-'- — — — — r — 225 - 't t + 1 �._..L- ' r4xerlr[1nE '_. � ��.,_ 12 -- - — : -'-;'T-� —r-,—— —— --- 235 -75 -50 -25 O 1.25 50� 75 12 I �>245 I ; � a f V - - - - - - �� SCALE.' H.• 1'-20' V. 1'=4' L_ - - _ -� - --- t t - + - err I +- r - - — — — - - — — —— - - - - -- - — d225 � ! �. f2 �'�— � 240 N _ 11140 _ 230 �_. �__ _ ___ - _ __ __ - - __+ 123/}� , I � -t .Lf �� -- - - ---- t---�---+---- -- 7240� , -r- y__. } � -- �-_.� �- i 'I t r i r � M , I -I 1 I � _ t ci 1 1235 - -1 i �-�y t ' 1225� �,.—__-r-��.._.�.__�..-i.—.. —_, ..r.'. L— -i. 225 - - - - 1 I '-_..` - - -- 2 _t - 235 PROP. a ?k6` -75 -50 -25 O— ZS 50� 75 _ Y-1 -..,16s• �rPROVE� -- - ! -; C� 27f 00 I _j I— fi 6'COLOPUNE PROP�RO.00/YY I SCALE. H. 7=20' V. 1=4' �* r 1 ( -� (n`s�il-�;� (s 9zJ PKtia ss ��,-�: -^' r=- - - '-�-- c ar2-Ru ...� _� _� �.'',— _f ,. ice_.. '�- 20x I fa30 - _`i.-�_ T 215� - �-r- ''-+--`-�-- -r--- 215f2 --- 'rq— — — — — — : 235f230 — -i I a 1 CL -� ✓' �" (220X PROP.FS -75 -50 -25 O 25 50 75 I Rom.-.. ._� a _ ._. t 8, ..mod' .1 4 '_- �__ s4 vJME --. r ... -1 1230{ --_'+-' 'i"=J�� z z _ �-...-{-1230 I --}- __ r LO' PROP.RO40WAY _ 25f 50 OVERLAY ,5101 V MENTS ._. G , 1 SCALE.• H. 1'-20' V 1=4 ( - _.- 11asl (issxJ �3sx aE a y } r -i -- — - � �,_� —_ - - - � m 235123 a :.__. ! T_-_-. a !1F._ 2z 230 f225i--'-' �-' 4 .�-.!. -r- — -t —, ....-"225 .,_.__i_� r�-«- ,_ i--t----l- - 1 =i I ! / •mMgva ._-. I__ -75 -50 -25 0 25 50 75 .._!;_�._' L ` ice' T a- t .jam. .j 122 : —_ � N ry —- -#>22S .. j.- , __ ,..._ r �._ 27f 75 -75 -50 -25 O 25 .50 75 1 - - , I r _ C� - SCALE. H- 1 =20 V. 7 =4 1, H.-00 SCALE-.- H.• 1"20' V 1"-4' I xl.wx ( --'--' -. __. 1_. _ I _.i. !._ —...— — — — — — — — — — --- -- — 24012 -- r —r—'-7- 1 -�?30 1225� 1 225 f2 — j 1 I ,t , 225 -H225122 +.. 7 t a _'- 4 \ -., 4 22012 -� (` « ._i.--- I - 23512 ( t2d6 C00RANE 21 COLOPLINE f o L_C' - - " / �. ..i '--... --- `�_--�_. '_"----;. __ _-_�_._'. '_'_• --_.- , - -- 6.OV£1XAY! d OVERLAY — I ' _.._.._'-_ -f--I---'-1"i_--I---"--1-_-`__� _`._-i' __._ me_.µ _._ _ : } t f _ _ _ PROP.RC140WAY I : .. . _ 14.9' /MPRO✓EMLMS _ _ r-_._ 20.7' o T a r j I Y r- ! 7 177'LbCOPLANE IPRDP.ROADWAY !. _._L - _ -.- __ - --_�-_ .-� Q•04FAfAY YEA/EN75 ,� - - - - � (ls2z) (vazJ cove ! `` ✓; I : fS� N _...._ - +- - ---- 'r_ - - __.._..... _ r- - -, --- ._. _ _.� �- + -- �...__�_.. - - -I 7230123a1 �130 0 220 r 220 f2f r �f215 f23a� � 1 - -- - �. - 1_.__, _� j 1 1 : - - - - �'-T-__.- -1._�L. t.._1_._�� t �... .._t _ �-. 1 .+ _ +-...,- , ! i -t___•.-_� � I ` , : i' I - -�--'- 1 _ - -- -+ -�- -� i 1215iI---._y+�._ 1.�_L�.�-- � ,._L.�:'..�.,_y_ � ! - ( _ f -75 50 25 O 25 50--,._...�2>5121a�.. Si '_._5O -.i_i�-�.,- 2f01225k-- -�- 75 - 0 25 50 75 -75 -50 -25 0 25 50 75 -75 -50 25 0 ^25 50 75 27f52.61 25*00 26*50 28*50 SCALE H.• 7'=20' V.' 1'=4' SCALE".- H.• >=20' V 1=4' SCALE- H..• 7=20' V 1=4' �,qKE STREET SCALE-- H..• 1=20' V 1 ' SS SE T/ g ��b b V 2/9 /)7 ONS CALTRANS PERMIT NO.08-15-6-MC-0720 g MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL eR CITY OF LAKE ELSINORE SHEET 7 OFES$/n, 23 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT :-- MAY BE ISSUED. �4,�\�E q7y 4^ ENG/NEEH3 y c CIVIL ENGINEERS PLANNERS SURVEYORS LAKE STREET AT /-15 24 18R0 COMFfON AVENUE.SUITE 100•CORONA,G.92881 33]0.951-]34-211(1 _ W N0.64263 �+ Exp.6/30/17 A SCALE: BENCHMARK: OF SHEETS 2 B7-l7 - 1 i� STREET IMPROVEMENTS .� C-95-33 FILE No. BRAD FAGRELL, RICE 4392 DATE MIKE C. TAING DATE aj. CTVIL �* 1-20 ELEYA770N.• 1356.45 MSL CROSS `SEl^'�®N`� CITY ENGINEER R.C.E. No. 64263 grfOFCA1-\EO�� DATE: 02 SEE SHEET NO. 1 FOR 19ESO CITY OF LAKE ELSINORE /01/15 STA 25f®0 TO STA 28*00 �1�'O,.-0NW COUNTY ROUTE POSTMILE (KILOMETER POST) TOTAL PROJECT RIV 15 26.46/26.69 (42.59/42.95) 3]{ 5 1255 1250E 1250 f t 123 �'—- ( -(1235 _ t AC c0WREW PA" LiWTH PER 1245� j \ - 1245 1245�r r- — — —— — T — -- — T —�1245 7237 f5)— ry�10 T -i- r -I-d ! t I '' �-r- -� + � - - � • � - j - (r.�J (2ox) J'2 { { 1230[ xcur uNE �12_10 1 - >240, -� ,--- ---j `, I �_ !. .._. T a_ J �-9740 1240� �--r F ( i_ } «.... . . F , { }--�240 j _. r. - e sa 4 _ I / f- r - - i I O -.25 25 50 75 22 r z 1235f r {--�-r- ' -T �' - �- . ;. {- --�1235 1235I , ! -1235 ✓��00 - t,` t SCALE H 1 =20 V 1=4 F _ GL _ - _ ovERurfit. ormnnnr aPw� f - — 7'� � 2 3Q{ N GL R&R C000PL.�INF COLOP[ANE R@•R - __ ___ _, _ _ _.� _ t II ,Mmvff[A3E.... �_�' � � :___Ld ._-- ,. •�� 1 .,..__I { .__., _ _ AC d OVERLAY d OVER[AY AC PROP.ROADWAY � -.__'�-- _'�___; � r-...-.._,_..a-- �.__ j : f 1 I -1� /MPROIEMEN75 j I 1 6. i '- - I PROP R21 �.. i aas.T_� J_>225 —�_�.-y- �.t _��,� �,_ �:_- -i4225 1225 :�.i i — _ ,� -"225 1230 + ay Sz - -�1230-75 -50 25 O 50 75 -75 -50 -25 O h25 50 75 _„` SUYL'OfL/NE .-a ~-- - J_'�' -.(•-_-_+ ,�..-. .- _ _- - Saxevr oAE ( Y `� 30f50 31 f50 f i W s _r 1 =I SCALE.- H.• 1=20' V.• 1"=4' SCALE. H. 1=20 V 1=4' 1255 .._. ..._.� ._ -T- _— —..-T— -r....-- —..-. .,—.-. 1255 1255 ---— — T,.� —;.� —..—._— —..—,— r 1255 1225-F i ro N _�225 1230� '~ M t...., t_--H230 -75 -50 -25`- D 25�. 50 75 - - -- - _�_. : 3 O I _ f I SG4LE.• H.• 1'=20' V.' 1=4' t tea" I t 1 1 ' 1-__ ' ,____ I - - - — — — --- — — — — — — — 235 >225-t— — r1��'�... .� �._i.� --F7225 1250- _ _. �. -._ �.. ..._._,_ s r -_. t ....I a -`- -11250 1250 -1f250 12 .— — �. t 25.3' GL ce' .O' -75 -50 -25 �O 25 50 75 — -fP Raaowar LnrDauvE" czxOPUNEae , I —4--t-• '�- `-J--{_—}��`-�-_'`r i- �^- �'- -S� j T -I__1'`.� 'TC_ I ��. T� ice"-"' -�--t ._i I 4 +/,-� � - - 1�+� 4z (� ate, 1245�---{-- --4 --1--',- ---,_-• s._.. r ;_ + 11245 12451 I Ar ' --�7245 f2301 ._.� yas� (2 - >.59 ,z•r..tta E j--t -�1230 SCALE.' H.' 1'=20' V' 1=4' MCU! �Y--t--� : +-- + I- J ti. - -+ -* h -- {-_ - - . i I_ +--- _ _ SIMGY/1 LAVE _ / - - - - - - ----- r 1240+' ' �( !- }. L . , _. }_�-1240 1240-I. -Lj??5 12 — — r -75 -50 � -25� O H 25 � 50 75 � — I i i 32f 15 I - i I 1 24.5' CC 2P2 SCALE.- H.• 1=20' V.• 1-4' COLOP ANE COLOPUAY' d OVERLAY d OVERUY' - _---1- -_.. -.._ IFT vv } f1 123 --{..__. - -__:--k-- -P .'.._-_r.._._ __ +___.t I _I_._.. F __i. L; r_.. F . r-- 235 12 ,..._'-.-._ - ! 235 f? -- —— — --— 35 123 ,�h 1 i 23 p i I I I CL 24.9 -- _ '� _,_1 - - _ 2 COLOPLAN 3 - / _.. ._._ -- 26.d OVERLAY �d LO' ...._ I + . ROADWAY d OVERLAY /MPROYEMEN751 I \ Y /MP VEMENIS 417mw sS / 3 I ,..._. -_._:__ ___` - ._... ,., _ ''S :.._. ..._ ,-._ o- _..'k :9exl (za�X ,__. „..._l_ 1 I II \ II 301 , , I (1.5s1,tJ / Ps 1 }7230 12 T \�- (� �J.g, i -l230 1230} - j a I I L. LI ..a 1 "`l ! : ( l .94X .z•7 sz�E _+,- _ j p 230 12 S4WC0l mvr I I i .I ' ,..._ .{ _ $jBGy//LAZE /�A_._' •---� y I _ I r i ; r_ +: , I i t + ILLf225 I.� r. ._-}�.i.— —+-- — u� — � — 225 >225 �..—T..I.— _ i...—. — �,. r.;_._ -r ~= — 225 1225 ..— .— �.1..�..�..— 1; -75 -50 -25 O h 25 N 50 75 -75 -50 25 O 4525 N 50 75 -75 -50 25 �0 25 50 75 -75 -50 25 �0� 25 50 75 1 30f 00 31 f 00 32f 00 33f 50 SCALE' H 1"=20' V. 1"=4' SCALE H. 1"=20' V. 1>4' SCALE. H. 1'=20' V. 1"=4' SCALE. H• 1"=20' V• 1=4' 0 LAKE STREET SS E 7 4 4- w r CALTRANS PERMIT NO.0&15-6-MC-0720 g {� m MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL QROFES$/ 8 CITY OF LAKE ELSINORE SHEET CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT FO c. __ o MAY BE ISSUED. TgYy F ENG//VEER$ !7 �' CIVIL ENGINEERS CORONpER Aye URVEYORS ♦ e�� rT/��p-y-TAT /a ./� ^S Z tEB COMPI'ON nVENUE.SURE IOR• 2881-33)U�951-134-21JR ZA/ J R {l_-� A / 2 Fxp••6/30/17 a SCALE: o BENCH MARK: OF SHE 2-17-17 T 1 * * ,_20" STREET IMPROVEMENTS BRAD FAGRELL, RICE 43 0 DATE MIKE C. TAING DATE l. �. C-9J56. CROSS SECTIONS FILE No. CITY ENGINEER R.C.E. No. 64263 ST9lFoF'CAU��\ DATE: 02 SEE SHELT NO. I TOR DESG. CITY OF LAKE ELSINORE 101116 STA. 28f50 TO ST/ J2f50 1,�' COUNTY ROUTE POSTMILE (HILOMETER POST) TOTAL PROJECT R/V 15 25,461 .59 �42.591V 95) CONSTRUCT/ON NOTES OCONSTRUCT CONCRETF TLARED END SECAON PER CAL7R4NS STANDARD 0948 HEREON O CONSTRUCT 30"RCP PIPE CLASS/V(20000) 9 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STANDARD DWG: NO. M803 REMOVALS & RELOCATIONS O REMOVE EXISANG PAVEMENT 31 REMOVE EX/STLNG INLET STRUCTURE 32 REMOVE EXISANG PIPE AND CONCRETE COLLAR O CLEAN AND REMOVE ANY 08STRUC77ONS FROM EX/SANG P/PE AND OUTLET STRUCTURE t - O ,.., t N 2 W F I I f—. CWT/ON PROF/LE SCALf H01?1Z. I"= 40' D8L. VERT 1"= 4' 9*00 10*00 11*00 12*00 O;3 N79'18"14"E ON AMP 0 AET EL � — E S/MORE- _ � �- _ CAL TRANS R�W CITY OF LA SNORE nwco c.c cw wc. 4,t ry I ; I \ W a I Z •L ar>.. Mar.,, N o W O 1 1 o u W ti^ BLAB "I €Now PL.NEM'lEa O $ N fro —El-11. �•N�9x 9 nFr a.9x ; o ( `c I !O 1\. I \/' F�t Na�� 1Y.� x'y' oV•6m ttore U a O RR JI \� xr—i IV, y 8 I `l \� � . ran nre --! ry• r B rwi nx• —I r/^ q p Q ` .:..\ Y SECTION A-A .Y e e>• SECTx1N E-B u: '• I W � �'"" PRECAST CONCRETE FLARED END SECTIr. ON TYPE eA rti PRECAST CONCRETE FLARED END SECTION TYPE B 1tl I l v 40' 0 40' 80' 120' L/NE DATA TABLE ebx, a a ow. .t ek��,. _ SCALE/N FEET 30—INCH STORM DRAIN LINE LINE �! BEARING LENGTH CONCRETEnµFLARED 7T END SECTIONS O N83'34 34 E 9.55' V9b ©Y 2i-1/17 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$(O o CITY OF LAKE ELSINORE SHEET g CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT F�,�F,C MAY E SS Tq �F2 �ENCi/VEERS (7 C G5 "IL ENGINEERS•PLANNERS•SURVEYORS COM ON A N E,SURF 1oC•LOk C&92881-357C•951-7]4-2— LAKE STREET AT /-15 24 Exp.6/30/17 a SCALE: OF SHEETS 2.17_i� z ,� BENCH MARK:* * 1"=40 STORM ORA/N /MPROIiEMENTS P N, IJ573 LAKE STREET FILE No. BRAD ENGINEER RCE 4392 DATE MIKE C. . 64 DATE 11j.F CIVIC 0�� SEE SHEET NO. 6FORMDESC. CITY ENGINEER R.C.E. No. 64263 9T OFCAL\F DATE: STORM ORNN L/NE EVENS/ON �"1--�,1,�. CITY OF LAKE ELSINORE COUNTY ROUTE POSTMILE (KILOMETER POST) TOTAL PROJECT R/I/ 15 26.46/26.69 �4Z59/42.95J PROJECT SITE NPDES f STORM WATER POLL UT/ON NOTES. EPOS/ON CONTROL GENERAL NOTES• OWNER/DEVELOPER: ENGINEER/PREPARER: ALBERHILL RIDGE CASTLE&COOKE KWC ENGINEERS /. THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR/MPLEMENTATON AND MQ/N/EN41NF OF THE /.' /N CASE OF EMERGENCY, GILL: LAKE SWPPP APPROVED, PRE-OU4L/FI£D SUPS FROM THE C4L/FORNl4 STORM WATER OUAL/7Y ASS0004AV CASTLE& COOKE ALBERHILL HOME BUILDING, INC ALBERHILL HOME BUILDING, INC 1880 COMPTON AVENUE, SUITE 100 ELS/NOR (C4504)ARAD000K WEBS/TE FOR CONS7R!VTD`V TO RETAIN SEDIMENTS FROM AREAS 957ZIRbED ON617E KFWN BEALS, PHONE NUMBER• (951)285-5715 6455 ALBERHILL RANCH ROAD CORONA, Gl. 9288 1-33 70 � �, 7J730836 TO THE MAX/MUM EXTENT PRACTC4BLE. 7HE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON LAKE E 45-0 E, Gi 91530 CON) 734 IKC C. �� -S- THIS PLAN AND APPLICABLE SWPPP AS WELL AS ANY AOD177OA94L ER0,90N CONTROL MEASURES(E.G, 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVA/CABLE AT ALL TIMES DURING THE RAINY (951)245-0476 CONTACT M/KE C. TA/AG; P.E. 5 •. g�, HWROSE£D/NG, MULCHING OF STRAW, GRAl+E1-BAGGING, DEERS/ON LATd/ES RETEN770N BASINS, ETC) SEASON, OCTOBER 15 7MFOU5H APR/L 15. NECES£4RY MATERIALS SHALL BE AVAILABLE CONTACT.• TOM TOML/NSON, P.E. RD DICTA LED BY AMD COIVD/TONS TO PRfAENT EROSION AND/OR THE/NIRWI.V ON OF D/RT, MUD OR ON-S/lE AND STOCKPILED AT CONVENIENT LOCA77ONS TO FACILITATE RAPID .?P28?14.. 15 DEBRIS INTO EXIS77NG PUBLIC 57REET5'AN/OR ONTO ADLACENT PROPERAE5 DURIN ANY PHASE OF CONSTRUC7XIN OF TEMPORARY DEVICES'OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN/S AlIAMENT. 41 5 G o CON57RUCTON OPERATIONS EROSION CONTROL CONSTRUCTION NOTES: J. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MOD/RED WITHOUT THE APPROVAL OF THE C17Y S MOUNTAIN P R =• :p 2 WA7£R POLLUTION CO/✓TROL PLAN(WPCP)SHALL BE KEPT ON-97F AMD MADE AVAILABLE UPON REOVEST ENGINEER.4. OF A REPRESENTATIg OF 7HE REG/OAAL WATER"-ffY COM OL BOARD(RWOCB) -SWA AAA REGION ❑ INSTALL SILT FENCE PER DETAIL HEREON. AVE. Go ALL REMOVABLE PRO7EC7TVE DEVICES SHOWN SHALL BE/N PLACE AT ME ENO OF EACH WORK/NG DAY AND/OR COUNTY OF RNERSIOE. WHEN THE(5)DAY RAIN PROBABILITY FOREGIST EXCEEDS RF7Y PERCENT(50%) ❑ INSTALL FIBER ROLL PER DETAIL HEREON. R/ITERS/DE 9 CONSIRUCTON S/7ES SHALL BE MNNTA/NED/N SUCH A COND/TON THAT AN ANTIC/PRIED S7t7RM DOES FORECAS75 SHALL BE RECEIVED FROM BRO4DC4ST5 PROVIDED BY NATONAL OCEANIC AND ATMOSPHERIC 3 INSTALL GRAVEL BAG BARRIER PER DEML HEREON. COUNTY 0 5� 0 r ❑ ADM/N/S7RAT70N(NOA4). NOT CARRY WASTES OR POLLUTANTS OFF THE S/HE LHSCHARGES OF MATERIAL 01HER THAN STOW4 STORM GRAIN INLET PR07EC770N PER DETAIL HEREON SO WATER(NON-STORM WATER)ARE PROHIBITED EXCEPT AS AUTHOR/ZED BY AN INDIWDU41 NPDES PERMIT 5. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, SILT FENCES, 5 INSTALL BONDED FIBER MATRIX PER 2015 CALTR4NS y G RIVER UNDER THE STAMWOE GENEW.4L PERMIT- 0QV57RUC716W AC17W7Y. AND DES/LING BASINS, ETC ANY GRADED SLOPE SURFACE PR07FCTIOIV MEASURES STANDARD SPECIRCA77ON 21-2.02✓. DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMED147EZY REPAIRED.4 PoIFNIL4L POLLUTAAT7S INCLUDE BUT ARE NOT L/MT/ED 70•.SOLID OR LIQUIDCHEM/G1L SPILLS' WASTES DAMAGED � op Gy'C• FROM PAINTS, STAINS; SEALANTS, SOLVENTS, DETERGENTS LYUES L/ME, PESTC/DES, HERB/C/LDS 6. FILL SLOPES AT THE PROJECT PER/METER MUST OR4/N AWAY FROM 7NE TOP OF THE SLOPE AT THE ALL EROSION CONTROL GRAVEL BAGGING, DRAINAGE DEVICES, ETC.SHALL BE INSTALLED CONCURRENTLY WITH THE GRADING AND Gy � LOCATION MAP FER17LIZERS, WOOD PRLS£RVATVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO MP16VEMS,•FUELS, CONCLUSION OF EACH WORK/NG DAY. CONSTRUCTION OPERATIONS FOR THIS PROJECT. OILS LUSR/GWTS AND HYDAMUL/C, R401ATOR CR 847IERY FLUIDS,•CONCRETE AND RELATED CWPAV LNR CUR/N RESIDUES,•FLOATABLE WASTES• WA5,7ES FR7M ENdNE/EOUIPM£NT S7E4M CL£AN/NG OR CHEMICAL 7' THE CONTRACTOR SH41L BE RESPONSIBLE AND HAVE Po57ED ON THE 517E TO PREVENT PUBLIC 8'-0" MAX. DEGREASING•WASTES FROM STREET CLEAN/NG AN SLffR-CHLORIN4459 POTABLE WATER FROM LINE TRESPASS•IN70 ARE45 WHERE WATER/S IMPOUNDED WHENEVER THE DEPTH EXCEEDS RUSHING AND TE577AG DURING CON57RUC77ON, LXSFaW OF SUCH U47FRIALS SHOULD OCCUR IN A 7W0 FEET OR CRE47ES A HAZARDOUS CONDMON. f0 GA. WIRE 2"X 2"STAKE SPECIFIED AND CONTROLLED IEMPOR4RY AREA ON-97E PlOYC4LLY SEPARATED FROM A9751/Z4L SrOAW TES'4 EA. WA7ER RUNOFF, WITH ULTMATF DISPOSAL /N ACCORDANCE WITH LOCAL, STATE AND FEDERAL 8. TEMPORARY SOIL STABILIZA77ON MEASURES INSTALLED ON GR40ED SLOPES EXCEED A 3.1 R4770 AND/OR STAKE LEGEND REWIREMEM'S TEN(10)FEET IN HEIGHT. � m�� =GRAVEL BAGS 5. RLAVY-T FROM EOU/PM£NT AND VEHICLE WASH/N SHALL BE CONTAINED AT CONS7RU0770N 517F AND g, DES/LING FAdL/77ES AT ALL OR4/AAGE INLETS FOR THE GRADED SITE DESIGNED FOR ATWENTY-FIVE m I FABRIC --� =SILT FENCE M!/ST NOT BE D/SC/-14RGE0 TO RECE7l9NG WATERS OR LOCAL S70RM ORA/N SYSTEM. (25) YEAR, SIX(6)HOUR STORM INTENSITY. THEY MUST BE DETAILED DN 7HE PLANS DESIGN AND SPEC/FTC RECOMMENDARONS SHALL BE SUBM/77ED FOR THE FOLLOWING =FIBER ROLL 6. APPROPRIATE TO Fl FOR COR Rl/C770N 7INNS O MATERIALS, WASTES, SPILLS , RENDLES SHALL =PROPOSED SLOPE /AHPLEMEN7E0 TO EUM/HATE OR RED"TRANSPORT F770M THE S/7E"TO S7REF/S �4/N4GE FAdL/17E5 A. DES/LING B4SW VOLUME BASED ON GRAD/ENT AND AOITURE OF SOILS WOVE%J FABRIC OR AD/O/N/N PROPERTES BY WIND OR RUNOFF. B. THE REAL EXTENT OF ALL GRADED AREAS AND/DffNAFC4n0N OF ANY 7EMPORARY SOIL IS AMOCO 1389 � � �I�---- =D1REC77ON OF SHEET FLOW SILT STOP C ^i STAB/L/ZATON MEASURES - �POLL N C. SIZE OF DES/LTNG BASIN OUTLET PIPE AND OVERFLOW =MATERIAL DELIVERY AND STORAGE AREA. 7. GELS/AL STORAGE AND LZ HAV AREAS SHALL BE ESTABLISHED FUEL TANK, PORTABLE TOILETS LIQUIDS .MBA - GEZS ANO POWDERS SHALL HAVE SECONDARY LONTA/NMENT AND 8E STORED AWAY FROM ALL PRNAIE/ D. LNKE REQU/REMEN75. SHOW MINIMUM WALL W/OTH, SLOPE OF WALLS, PERCENT COMPAC770N, ETC: I , PURL/C STORM WRIER CONVEYANCE SYSTEMS S/OEW,4LKS, RIGHTS-OF-WAYS AND FLOW-ONES 10. PLACEMENT OF DEVICES TO REDUCE ERGS/ON DAMAGE W/TH/N THE TRACT MUST BE SHOWN ON THE FLOW ' 8. ALL PORTABLE MIXERS SHALL HAVE PLA577C IJNLTRS UNDERNEATH WT7H GRAVEL B4GS PLACES ON THE PLAN. D/RECTON EMA =EQUIPMENT MAINTENANCE, WASH AND FUELING AREA. DOWN-HILL S/DE OF THE L/HERS TO CONTAIN D/SCFIARGES �� _ �IIII ANCHOR FABRIC W/7H 1/ OU7ET CONDITIONS FROM THE DE5/177NG BASIN SHALL NOT EXCEED DOWNSTREAM LIMITA77ONS _ _� COMPACMD SOIL ®=WATER STORAGE AREA. - 9. CONTROLLED STREET W49MG ML ONLY LIE ALLOWED PRIOR TO THE APPUC4flOW OF ASPHALT SEAL •,� 60475 AND ONLY WHEN ALL PER77NENT OR4/N4GE INLETS ARE PRO7FUMD 12. ERGS/ON CONTROL DEVICES SHALL NOT BE REMOVED OF A/OD/F/ED W/77HOUT THE APPROVAL OF THE ,/,5' =JOBSHACK ,DIRECTOR OF PUBLIC SERVICES OR, /N AN EMERGENCY, BY ME PERSON RESPONSIBLE 6"SO. EXIST. OR FINISHED GROUND 10. ALL CONS7RUCRON CONTRACTORS AND SUSCONTR40TORS PERSONNEL ARE TO BE MAOE A{WIRE OF 7HE FOR GRAD/AG OPERATONS. ® =0NS17E SANITATION AREA (PORTABLE TOILETS). REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCA)ZO 13. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTNC FRO/VT V/EW S/DE V/EW CONS7Rl/CTON STAGING AREAS. 84SINS AND THE BASINS PUMPED DRY. ANY 624DED SLOPE-SURFACE PROTEC77ON 11. DISCHARGING CONTAM/N47ED GROUNDWATER PRODUCED BY DEWAMR/N GROUNDWATER 7H4T HAS MEASURES TO PROVIDE DURING A MAMNT70fiM HALL ALSO HT/N PEN447FLYAL 77ES REPA/RED. S/L T FENCE 1NRL7R4TFD INTO THE CONSMUCTON S17£/S PROHIS17FD. DISCMRG/N NON-CONTAM/NA7ED FAIL LIRE GROUNDWATER P"UCED BY OEWATERNG ACTWTES MAY REQUIRE A N4770N4L POLLUTANT D/SOMRGF REFER 70 PLATE SC-1 OF ATTACHMENT A"OF THE WPCP 7DT RIAMNATON 5Y57EM(NPDES)PERMIT FROM 7HE REG/ON4L WATER OW17Y CONTROL BI044RD, 14. AT LEAST ONE(1) GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER/N ANY N.T S DEVICE EXCEEDS EIGHTEEN(18)INCHES ADDITIONAL GUARDS MAY BE REQUIRED AS 12. STORM WA7FR RUNOFF SHALL NOT BE DIRE07ED OVER ANY SLOPES WITHOUT PERMANENT DOWN[TRAINS DEEiU£D NECESSARY BY THE DIRECTOR OF PUBLIC SERVICES INSTALLED EROSION AND SEDIMENT CONTROLS/NLUD/NG MAINTENANCE ARE REQUIRED ON ALL EXPG-qD RBER-ROLL SLOPES LIN& SUFFICIENT PERMANENT LANDS04PING H45 BEEN ESTABL/SHED. 100X SLOPE PROTEC710N 15. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM THE PUBLIC DRAINS AND PIPES, 8"MIN D14. MU57 IN PLACE PR/OR TO THE ISSUANCE OF 7HE N.O.T. AND FROM DRAINS AND PIPES OF ADJACENT PROPERTIES �, RBER ROLL (C' 13 VEGETATON CLEARING AND BRUSHING ACTV/TES SHALL NOT BE IN1T74W DURING THE WET SEASON ON �, A �) SLpp �j� ANY 5/7ES WH/CH ARE NOT AOEOUI42Y PROTECTED W77V DES/L 77NG BASINS OR OIHLF TEMPORARY GENERAL ERGS/ON CONTROL NOTES.• � � � 2"MIN 14 MAX Illulll DRA/AMCE OR CONTROL MEASURES: 4'MAX 4'MAX DEEP 1. 7HE/NFORMATON ON THESE OR4W/NGS ARE ACCURATE FOR WATER POLLUTON COIVTROL PURPOSES ONLY. A 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED Wl7H BMPS TO EL/M/N47£OR REDUCE SEDIMENT-;«: " 7RANSFOR7 FROM THE S17E TO STREETS, D)WMG£FACIL/TES OR ADJACENT PROPERTES M RUNOFF, 2 THE INFORM AON ON MIS PLAN/S/MENDED TO BE USED AS A GUIDELINE FOR 71E CONTRACTOR AND VEHICLE 7R4CKINC, OR W/ND. STOCKPILES 11IMCME FOR A PERIOD OF 14 DAYS OR MDR£SHALL BE SUBCONTRACTORS M INSTALL WATER POZLU17ON CONTROL DEMES AT GENERAL LCKATONS THROUGHOUT WOOD STAKE 4•I�A RBER ROLL 3/4"x 314"WOOD STAKE COVERED'AC77VE STOCKPILES SHALL 6£COVERED PR/OR 70 A FOREC457ED R4/N. THE S17F INES£DRAW/N5 ARE 70 B£USED/N CON✓UNCTON W/7H THE NARR4TVE SFOR5W OF ME �) - HG47ER POLLUTON CLLVTRYK PLAN(NPCP). AIAX 4"SPACING SECTION 'A» - 'A' 15. SPECIAL ATTENTION SHALL BE GIVEN TO PREPAR4TaV AND INSTALLATION OF THE RAIN EVENT ACTON PLAN !//EW SECT/ON A-A Jr*MIN.OPEIVING BETWEEN N.T.S. PLAN(REAP)AS REPARED 84SED ON SITE RISK LEVEL 0?AS M 10AIED BY THE SWNTA ANA REGIONAL 3. RELD COND/7XJN5 Af4Y NECESS/TA7E MOD/F/C4TLklLS 7O THESE DRAWINGS encs ION roa grow A h 80,4RD NPDES PERM/T, GENERAL PERMIT- COM57RUCTON AC7M77fS o 16. AT THE END OF EACH DAY OF CONS1Rl/C770N ACTIVITY ALL L�HS7RUCTON DEBRIS AND WA57E Ad47E7RlALS 4' ERMP4�EROWN CONTROL WIL BE ASTALLIV AS AREAS ARE DE7ERM/NED TO BE SUBSTAN7TALLY FIBER ROL L S n STORM DRAIN INLET PROTECTION SHALL EF COLLECTED AND PROPERLY 9/5P0Sm OF/N)RASH CR RECYCLED BINS. REFER 70 DETAIL H51 TYPE 1, OF THE CAL/FORN/A DEPARTMENT REFER TO PLATE 50-10 OF A77ACHMENT A"OF INC WPCP TEXT. 17. THIS SITE PlAS OBTAINED A AS477OA64L POLLUTION PRElA:7V77ON EZ/M/AL47XAV SYSTEM(NPDES)PERMIT 70 N®TE. N.7:S. a REGULATE 60ACT76CTON STORM WATER DISCHARGES • OF TRANSPORTATION 2015 STANDARD PLANS N.T S a 1. ALL WORKS PERFORMED/N CONNECTION W/7H HIGHWAY PLANING W17HIN GILTRANS RIGHT OF WAY FES INLET NPDES HD/D 4 N/A D47F MWD ISSUED.' N/A SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS/N SECT/ON 21 EROSION a 18. A OU411RED QSP AND/OR OSD TAIL[REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK CONTROL"OF 7HE 2015 STAKE OF CALIFORN14 DEPARTMENT OF 7R4NSPoR450N STANDARD TOE OF SLOPE /S/N ACCORDANCE W/TH THE APPROPED PLANS. SPECIRCA77ONS AND STANDARD PLANS 2. ALL WORK IN CONNECTON W/7H ERGS/ON CONTROL W/TH/N THE STATE•ROW SHALL CONFORM TO 3"M/N OPEN/NG BETbYEEN THE PROVISIONS IN SEC77ON 21:EROSION CONTROL, OF 7HE CAL MANS STANDARD SPECIRC477ONS rOP ROW 2 NOTES.• 2015 I A 1. EX/SING VEGETATON IS TO RED/N AS SHOWN ON PLANS LIST OF N017AVE SEEDS v VERNACULAR NAME ACCEPTED TAXON NAME 2. THERE/S LONTR/BUTORY DRAINAGE C/PSTREAM OF THIS SITE VERNACULAR YARROW ACH/LLEA M/LLEFOL/UM SUBSP. L4NULOSA (NU7T.)P/ SECTION A-A " 3. THERE ARE NO EXIS77NG OR ANTC/PATED SOURCES OF TOXIC MATERAL. CRAM/SE ADENOSTOM4 FASC/CULATUM HOOK. ET. ARN. A N rs 4 POST CON57RUCTON BMPS INCLUDE• CALIFORNIA SAGEBRUSH ARTEM/S/A 64L/FORN14 LESS -PRESE7WATON OF AXIS77NG VEGETA77ON CALIFORNIA BUCKWHEAT £RIOGONUM FASC/CULARIM BENTY CAR. FOLIOZOS41M n FLARED END SECT/ON INLET PROTECT/ON -PUBLIC STORM OR IV S)'57EM GOLDEN YARROW ER/OPHYLLUM CONFERTIFLORUM(DC)A CR4Y VAR. CONFE REFER 70 PLAIF SC-10 OF ATTACHMENT A"OF 7HE WPCP 7DrT SAW TOOTHED GOLDENBRUSH HAZARDIA SOUARR05A (HOOK ET ARN.)E.L. GREENE VAR. N.Ts. DEER LOTUS LOTUS SCOPAR/US(NU7T.) 07TLEY .° FOOTHILL 1V£EDLEGR4S4 IVASSELLA LEP/DA (A.S. HITCHC.)BARKWORTI 2 81-40K SALE SALVIA MELL/FERA E.L. GREENE 2,4 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 QROFE$$/n, CITY OF LAKE ELSINORE SHEET '® CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT C. MAY BE ISSUED. ,4,�``\�F- qYy Fy ENG//VEEfTS T �9 ,/ o Gj G� CML ENGINEERS•PW�BA,-SURVEYORS LAKE .STREET A/ /-1, 27 '`�� V, Z 1880 COMPI'ON AVENUE,SUITE ERl*lRONh S lUll]}lp"g5-31-2130 2 17- a® o' P.6/3�7 SSE BENCH MARK: STREET /MPROVfMENTS OF SHEETS BRAD FAGRELL, RCE 439 DATE MIKE C. TAING ✓ DATE * * C-95-33 FILE No. a CITY ENGINEER R.C.E. No. 64263 'eOFCAL\FO��\P DATE: SEE SHEET NO I FOR DESC. 1 z CITY OF LAKE ELSINORE ERGS/ON CONTROL PLAN 1 SEE BELO COUNTY ROUTE POSTMI TOTAL PROJECT POST) NB ON—RAMP I "�".. R��, RIGHT EROSION CONTROL CONSTRUCTION NOTES: EX, INLET PIP 2 N "---- \�� \ �j INSTALL SILT FENCE PER DETAIL ON SHEET 1. INSTALL FIBER ROLL PER DETAIL ON SHEET 1. \ ��'�, ,I t; P T \._ \ ❑3 INSTALL GRAVEL BAG BARRIER PER DETAIL ON SHEET 1. "'��: \�\ ` _ '` - ' '♦ 4 \ \ - 2 ® STORM DRAIN INLET PROTECTION PER DETAIL ON SHEET 1. INSTALL BONDED FIBER MATRIX PER 2015 CALTRANS �•�.__.` �, I. EX INLET PIP STANDARDSPECIFICATION 21-2.02J. y I _ 1 _ I i NORTHBOUND /NTERST ATE-15 'v 2 SOUTh'Bp(/Np � t a F , W I 1 -- __ _ - ® I1 ---- - B �1, I SB ON-AM z I ELSINORE K�Cl7 --- Al TRANS Rl* C4CTRA / �-- CAL TRANS R IW OF�K ECS/NpRE. CAL IRAN'S RIW� s i - - - / �� G r _ C/A E ELS/NORE -'+ —�� EX. -TO RC x 11j , 0 rrr�� I i /�.%..-�'- \.�-✓ `'��_ • ` \ JX 40' 0 40' BO' 720' 2 I I 'IJ 10 b 1511 1/9 /17 SCALE/N FEET r777LTRANS PERMIT NO.08-15.6-MC-0720 g MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W THE APPROPRIATE PREPARED BY: SEAL QROFESS/0 CITY OF LAKE ELSINORE SHEEP J MAY O EONS OF SSUED,DEVELOPMENi AND/OR CITY AND STATE LAWS AND A PERMIT h��E C. lyl�y ENGINEERS CIVIL ENGINEERS°PLWNERS.—1-33 LAKE STREET AT /-15 24 W Z 1880 64263 C°AW�ON AVENUE,SURE 100�CORONA,S.928R1 GR°�951-)3{-2130 Ez�6/30/17 mo SCALE: OF 19 Ma TW& 2 17 l7 j' 1 * p * BENCH MARK: STREET IMPROVEMENTS SHEETS BRAD FAGRELL, RCE 4392 DATE MIKE C. TAING DATE LEVATION IJ5645 3 FILE No. CITY ENSL GINEER R.C.E. No. 64263 �'4TFQF �FpFt�\P DATE: SEE SHEET NO I fORMDESC. EROSION CONTROL PLAN CITY OF LAKE ELSINORE COUNTY ROUTE KILOMEMR POST TOTAL PROJECT SIGNING AND STRIPING GENERAL NOTES R/V 15 26,46/26.69 A. SIGNING AND STRIPING SHALL CONFORM TO THE 2015 CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS), j_ NEW SIGNS ON THIS SHEET LEGEND STANDARD PLANS, STANDARD SPECIFICATIONS, 2014 CA MUTCD, THE CITY OF LAKE ELSINORE STANDARD PLANS, THESE PLANS AND THE SPECIAL PROVISIONS. B OFF p14�p B. SIGNING SHALL CONFORM TO THE 2015 REVISED CALTRANS STANDARD SPECIFICATIONS, 2014 CA MUTCD. SIGN SIZE SHALL 1 / W3-3 R5-1 R5-1° R61-7(CA) - _ EXISTING STRIPING & MARKINGS TO REMAIN. F PROPOSED SIGN. BE THE STANDARD SIZE NOTED IN THE SIGN SPECIFICATIONS UNLESS NOTED OTHERWISE ON THE PLAN. - WRONG EXISTING STRIPING & MARKINGS TO BE REMOVED. SIGNALIZED INTERSECTION. C. SANDBLAST CONFLICTING EXISTING STRIPING. REMOVE RAISED-PAVEMENT MARKERS WHERE NECESSARY. W3-1 2 DO NOT _ �_ O WAY -►D. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. W3-3 3 / / t PROPOSED STRIPING & MARKINGS. J EX. EOP 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 / NO RIGHT LANE CNE VJAY MUST STOPPING EX. EOP / TURN RIGHT R-9(MOD) Rp1-7(CA) 33 TIME ONLY - X. EOP NO R9-3 ON TS POLE PEDESTRIAN R61-7(CA) ACCESS - R9-3 ON TS POLE I-15 NB ON RAMP IRS ,, PR. CURB STREET TEMESCAL CANYON RD LAKE R5 '° E 15 1 1 Gv E EX. ST. LIGHT FUT. CURB & GUTTER TO BE IMPROVEMEN 3 R6-1 11 EX. ST. LIGHT TO BE REMOVED R9-3 ON TS POLE - - / ,1 _ 2 R7-1 PR. CURB, SEE ST. I P. PLAN i 2 15 FUT. BACK OF SIDEWALK 3 W3-3, R26A(S)(CA) 1X !! , ON TS POLE -_�� - E RS-i, FUT. CURB & GUTTER I-15 FREEWAY E G20 19 '1 /%/ 1 E G27 -\ 3 R9(MOD) i R5-1 E R3-1 /ra EX. EOP t2 / EX. AC BERM AT INTERSECTION OF EX ST.LIGHT TO BE REMOVED �a•, - — — — — — - WALK- CANYON EX. AC BERM � �- R2SA(S)(CA) _ _ _— -_� i_ ____ +- LLL _ 19 RD) R9-3 ON TS P41LE --- ao .. 1 85' LI IT LIN 0 1 TA �z OS N 34 ---- __- ----' -- PER - - - - -—� ----- F ---- N LIMI LINE --'---J------.- EX. OP19 : __ __ _- ___ _ — — — — —3 _== PR. ClJ_RB '= .h 2 R7 1�:,:::RCURB X. ST. LIGHT R9(MOD) 720' = = T 15 PR. EOP 8 I — — — — — --- — -r- — T S T—OISTS WOLF- (AT INTERSECTION OF 3 .- ------__'___ --� �Qs 1 !J 8 11 PR. EDP R3-1 E R6-1 3 3 R6-1 - R9 3E ON REMOVED S PO TEMESCAL CANYON RD) TO SB RAMP BCR _ _ R3 3 O. R26A(S)(CA) 3 9-3 ON TS POLE FUT. MEDIAN \ EX. ST. LIGHT E p2p 15 R1-1 _ _ _ _ _ -R9- 0 POLE V E G27 TO BE REMOVED R6-1 2 3 R5-1, R5-la / 11 G27 E �� W3-3, 3 FUT. CURB & GUTTER - R5-1, R5-1a 3 FUT. CURB &GUTTER I PR. CURB R26A(S)(CA) I FUT. BACK OF SIDEWALK i R3-7 3 PR. CURB fll R9-3 ON TS POLE R5-1, R5-la 2 E ST LIGHT 9 3 R61-5(CA) CALTRANS NOTES TO CONTRACTOR: TO BE REMOVED1-15 SB ON RAMP 1?•8, 15 I 4• �2 1 11 IT IS THE PERMITTEE/CONTRACTOR'S RESPONSIBILITY TOATL'$ NOTIFY THE UNDERGROUND SERVICE ALERT IN ORDER TOCLEAR ANY S,�iLy+LI�►7Ly, Ex. EOP 2 CONSTRUCTION.SSIBLE CONFLICTS PRIOR TO 1 '6' or L ��-A 1 50 I WHERE DAMAGE IS CAUSED BY THE CONTRACTOR'S 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 O a REPRESENTATIVE. k _ 3.ALL WORK WITHIN STATE'S RIGHT-OF-WAY SHALL BE E,^ 5 2 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION W3-1 0 COMPLETED IN ACCORDANCE WITH THE REVISED 2 RE j�>5 NB OFF RAMP EX EDP y—_ 3 R61-5(CA)J——' - J— EX. --` W3-3 1 11 STANDARD PLANS & STANDARD SPECIFICATIONS, REVISED '� .: STANDARD PLANS (RSP), STANDARD SPECIAL PROVISIONS �il —"—y (SSP)� HIGHWAY DESIGN MANUAL(HDM) 2015 EDITION: Eti ---- - ------------------------------- --- oo --------'--------------------------- --------------------- ENCROACHMENT PERMIT MANUAL(EPM); ENCROACHMENT w `r 120_ PENING y - - ____-_____ __-__==-__-_-=__=__________________-__________ ------------ --______---------------__________________- _______` —_=�-_ _..— PERMIT UTILITY PROVISIONS; AND CALIFORNIA MANUAL ON -------- ------------------------------------ - _------------------- N IL£ OLf _ _ BBL B� __________%_____ 99£ N UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) 2014 W 1 1 EDITION. SHOULD A CONFLICT ARISE BETWEEN THE m CONTRACT PLANS, SPECIFICATIONS AND/OR DETAILS �'~' 9 EX. EOP TO a PREPARED BY THE PERMiTTEE, THE STATE'S STANDARD w N BE REMOVED 3 R61-5(CA) PLANS, REVISED STANDARD PLAN, STANDARD V PR. EOP - SPECIFICATIONS AND STANDARD SPECIAL PROVISIONS SHALL GOVERN AS DETERMINED BY THE STATE'S H REPRESENTATIVE. 4. ALL STRIPING AND SIGN STRUCTURES SHALL BE RESTORED (IF DISTURBED) TO PRE-CONSTRUCTION CONDITIONS UPON - COMPLETION of CONSTRUCTION. SIGNING AND STRIPING PLAN CONSTRUCTION NOTES - 5. ALL SURVEY MONUMENTS DESTROYED DURING THE PERMIT E❑ EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 15 "INSTALL 8 SOLID WHITE CHANNELIZING LINE PER CALTRANS STD PLAN A20D, DETAIL 38. ' CONSTRUCTION SHALL BE REPLACED ACCORDING TO - CURRENT STATE STANDARD PLAN A74. INSTALL THERMOPLASTIC. 19 INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK (10' CLEAR) OR LIMIT LINE PER CALTRANS STD PLAN A24E. 6.CALTRANS DISTRICT TRAFFIC MANAGEMENT RECOMMEND �•�a REMOVE/SANDBLAST EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN. THE PLACEMENT OF OF PCMS, 7 CALENDAR DAYS PRIOR ❑ REMOVE EXISTING PAVEMENT MARKERS AS NECESSARY. INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CALTRANS STD PLAN A24A, A24D AND A24E. TO REQUESTED CLOSURE DATE TO ADVISE MOTORIST OF 2❑ REMOVE EXISTING SIGN AND/OR POST, AS SHOWN. 2❑ INSTALL TYPE IV(L) OR (R) ARROW MARKING PER CALTRANS ST) PLAN A24A. 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. 7.THE CONTRACTOR SHALL NOTIFY THE TRANSPORTATION PERMITS OFFICE (JAY HORTON, 916-322-4957) 15 DAYS 8❑ INSTALL 4" DOUBLE YELLOW CENTER LINE PER CALTRANS STD PLAN A20A, DETAIL 22. 2❑4 INSTALL TYPE II (L) OR (R) ARROW MARKING PER CALTRANS STD PLAN A24B. RM� OH-15-B-MC-O7ZO IN ADVANCE OF ANY VERTICAL AND/OR HORIZONTAL 9 INSTALL 4" SOLID YELLOW LEFT EDGELINE PER CALTRANS STD PLAN A20B, DETAIL 25. INSTALL TYPE I ARROW MARKING 10' LENGTH PER CALTRANS STD PLAN A24A. " CLEARANCE CHANGES INCLUDING LANE/SHOULDER ❑ ( ) CALTRANS TRAFFIC " CLOSURE, LANE/SHOULDER WIDTH REDUCTION, AND ETC. 11 INSTALL 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD PLAN A20B, DETAIL 27B. INSTALL TYPE V ARROW MARKING PER CALTRANS STD PLAN A24A. SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE 8.THE CALTRANS PUBLIC AFFAIRS OFFICE MUST BE MADE 1 INSTALL 4" DOUBLE YELLOW MEDIAN STRIPING PER CALTRANS STD PLAN A20B, DETAIL 29. 2�7 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 LANES" TRAFFIC. IN THE EVENT THE CALTRANS PUBLIC AFFAIRS OFFICE SCALE IN FEET ASKED TO ISSUE PRESS RELEASES, 1 inch = 40 ft. SAID INFORMATIONN IS REQUIRED 7-DAYS PRIOR TO THE CLOSURE. p rL CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REVISIONS APPR. DATE THESE PLANS H*E BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY .SEA[ LINSCOTT,LAW&GREENSPAN, ENGINEERS CITY OF LAKE ELS/NORE sNEEr APPROPRIATE COND DE/77ONS OF VELOPMENT AND/OR CITY AND STA7E pROFESSi / mANSPORTARON PLANNING - MAFFIC ENGINEERING - PARKING LAWS AND APERM/T MAY BE ISSUED. .five— M.A..,u",s w am.Posa ,Ca anon (626)796-2322 12 •2 Executive Circle.SURe 250.Mn0.Ca 92614 (949)82 ` 4542 Ru!(nv Street,SUM1e 1W,SIN 8ie CA 92111 1—)300-8800 TRACT 28214 24 P6/30/18 5-6175 m SC4LE• OF _ 2-17-l7 0%19•l7 * � �^'cH S/GNU/NG AND STIR/P//1/G PLAN SHEE's' SR40 FACREL4 RC D47E K2C D. MABERRY D47E s TRAFFIC �P 0-95-33 LAKE STREET 1-7LE No. 07Y ENC/NEZ"R R.T.E. No. 1802 f OF OpUFOa' ELEVA7mN I35�t5 A/SL © /-15 NB & SB RAMPS C/7Y OF LAKE ELS/MORE DATE; .AE SHEET NO. 1 RAN DESG CONSTRUCTION NOTES COUNTYROUTE TOTAL fER POST TOTAL PROJECT CONTRACTOR TO PURCHASE NEW STATE-FURNISHED (PURCHASE FROM STATE) MODEL 2070E R/V 15 26.46126.69 '••�SIGNAL CONTROLLER WITH A 2070-61) 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 SIZE AND RUN _ MULTI-STAGE RECEPTACLE PROTECTION, RATED (15A, 125 VOLT-60HZ TYPE 3 SUPPRESSED AING IZE 0 _______ NOT USED POLE DATA L.E.D. SIGNAL HEADS AND MOUNTINGS �k POLE LOC. PHASE I SIGNAL VOLTAGE), 400V(LINE TO NEUTRAL), 500 VOLTS (LINE TO GROUND),'400 VOLTS (NEUTRAL TO CABLE NPE L NO. TYPE HEIGHT M.A. M.A. WATTS VEHICULAR M.A. PEDESTRIAN "B" "E" "C" R.S.N.S. GROUND). FURNISH AND INSTALL NEW VIDEO DETECTION UNIT NTHREMOTE ACCESS CARD WITH E 3 • 7 01 0 03 MULTI DISPLAY PORT, 17-INCH RACKED MOUNTED LCD MONITOR DRAWER AND CABLING AND2-MAS _ OTHER EQUIPMENT NECESSARY FOR INTENDED OPERATION. FURNISH AND INSTALL NEW NO.14 CABLE A 01,04,06 2 _2,,-2_ _ - _ - 2 _ O 26-4-100� 30' 30' 15� 165 SV-2-TA - 22' 4' 1-15 SB CC ETHERNET FIBER SWITCH (COMPATIBLE WITH CALTRANS D8 TMC NETWORK), ETHERNET TO 0 CIF 04 - i 1*i 1* - - - 1 1* ---__--- OB 1-A 10' - - - TV-1-T - - - 15' 5' - 2 0 _ 1 _ i NOT USED NOT USED NOT USED SERIAL TERMINAL CONVERTER (FSK-NO FIBER), ETHERNET ROUTER (NO FIBER), AND PATCH N 06 - 1* - - 1* OC 15TS• 30, - 154 165 SV-1-T - - 10' - 14' - CABLES& CONNECTORS. TERMINATE 12 SMFO (CALTRANS TYPE D FIBER) ON FIBER OPTIC D 02,04 - - - - - - 2 1* ITU/FDU WITH SPLICE TRAY(19" 1U RACK MOUNTED WITH SC CONNECTORS HOUSING MODULE). 0 T 04 - - - - 1 _1 _1 _ 05 06 07 08 OD 19-4-100 30' 25' 15' 165 SV-2-TA MAS - - 4' 11' -15 SB INSTALLATION OF CABINET SHALL BE INSTALLED AS PER CALTRANS STANDARD PLANS 2015. R 3 0 R 01,02 - - - 1 _1 _1 _1 _ E 17-3-100 30' 20' 15' 165 SV-1-T MAS - - 23' 3' Lake Street 20 CONTRACTOR 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 _8 F 15TS 30' - 15' 165 SV-2-TA - - 33' - 3' - BY PERMITTEE. CONTRACTOR TO FURNISH AND INSTALL BATTERY AND EXTERNAL CABINET g GROUND 1 1 1 i 1 1 1 ENCLOSURE. INSTALL STATE-FURNISHED BATTERY BACK-UP SYSTEM IN EXTERNAL CABINET # ALL EQUIPMENT 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. FURNISH AND INSTALL 120V/240V TYPE III-CF SERVICE ENCLOSURE AND FOUNDATION AS - - DETAILED IN 2015 STD PLAN ES-2F AND ES-2C AND WITH TYPE V PEC. 04 2 2 2 - 2 T �� TYPE "B" 1 DLC 06 - - 1 - - - 1 �� METER A CTID)0(-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 3 120� 20A,1P E VIDEO POWER CABLE 1 1 1 - 1 1 3 (2 LOOPS) 6 v 10 METER B C11D XX-XX-XXX-O-XX.XX: 24OV,100A,21, MAIN CB [lEl 1 1 1 - 1 1 3 v •[ Ell SERVICE ADDRESS: XXXXXXXXXXXX 12OV 33QQq�,,1P, LTG CB(METERED) No,c MR•e,"E-u0 C 120�,15A,1P,LTG CONTROL CI3 13% 18%23% 5% 13% 13% 23% #5T - rn.NNEW 2"C., 2 DLC W14,ae as MMOW (INCHES) 4" 4"1 4"1 4" 4" 4" -4' �R er crvOmecrs 4�INSTALL 3" CONDUIT WITH PULLROPE 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. ;O; OY O FURNISH AND INSTALL ITERIS OR CALTRANS APPROVED EQUAL VIDEO DETECTION CAMERA ON 11 SIGNAL MAST ARM/LUMINAIRE ARM PER MANUFACTURER'S RECOMMENDATIONS, DETECTION G 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 CONTROLLER CABINET AND TERMINATE EACH CAMERA TO AN INDIVIDUAL CIRCUIT BREAKER. DETAIL"A' /7/ , • POLE LOCATION DETAIL � J l�J INSTALL DETECTOR LOOPS AS SHOWN ON PLAN PER CALTRANS STD. tio � 12". 3-SECTION VEHICLE HEAD 7❑FURNISH AND INSTALL TRAFFIC SIGNAL MAST ARM MOUNTED OR POLE MOUNTED SIGN AS NOTED NO SCALE PER CALTRANS STANDARD PLAN RS4 OR ES-7N (DETAIL"U"). � NEW 2"C., 2 DEC F1 FURNISH AND INSTALL OPTICOM MODEL 721 EMERGENCY VEHICLE PREEMPTION SENSOR ON VEHICLE HEAD AS SHOWN, PHASE AS NOTED. FINAL LOCATION TO BE DETERMINED BY ENGINEER IN THE FIELD. CONTRACTOR SHALL ARRANGE TO HAVE A QUALIFIED SIGNAL TECHNICIAN OR R/W REPRESENTATIVE FROM MANUFACTURER OF THE EVP UNIT PRESENT AT THE TIME OF EQUIPMENT"- _ — — / / d �'04 TURN ON. ------- —" -" — _ _ / I 7 R9-3 L.IINSTALL TYPE 15-SB WITH SUP BASE AND 165 WATT LUMINAIRE PER CALTRANS _ — -__._ 8 STD. PLAN ES-6A AND ES-6F. _._. _ _— — r', °�' a o FUT. BACK OF SIDEWALK — "- "- — — — — — — — -PR. CURB N3 �- #6 2 FUT. CURB-& GUTTER — — — — — -- `' PR. CURB EX. EDP NEW SIGNS ON THIS SHEET 1 / LAKE NEW 2REET(35 MPH) c _ _ R9-3 7 O 04 DETAIL"A"_ 2 DECDLC— _ NEW 2"C.-1 DLC R73-3(CA) R3-18 R61-7(CA) R9-3 EX. ST. LIGHT TO BE REMOVED �i 06__ — — _ _ N IV — — — — — — — — — — — — — — ——OHL OHL OHL OHL FUT.OR�ISED MEDIA — HL ----OHL OHL- - -- --OHL OHL OHL— 6 (1 LOOP) EX. EOP I 06 DETAIL "A" R9-3 7 5 (01+m6) DETAIL "A" 6J4U iv 95' TO 185' TO 6J2U "-' — — — — 8 (01+06) LIMIT LINE 6J3U LIMIT LINE — _06 29 LEGEND —z3-_._--_ - - _ -2s - - - - - 7 R73-3(C ) I ,1 , 19 - - {- 01 - - — I- - I - ® 185' TO — — — '� 27EX. ST. IGHT TO BE REMOVED VIDEO DETECTION ZONE 212U LIMIT LINE 213U it — — — - 3 61' TO LIMIT LINE 214U o LIMIT LINE - VIDEO DETECTION CAMERA (02) 8 02 5 (m2) a s (1 LOOP) B ® -�---__------_--` -------- m 214E I NEW 2"C.. 210 -`---- a 12 SMF CABLE a o 11 GENERAL NOTES: = d' - - - - PRsAc BERM' W mz — — — _ O — — � _ _ — — — g J - 02 = 04\ 5 m4 R9_3 /,� 7 4 PR, CURB PR. EDP � NEW 3" 12 SMFO CABLE 1. TRAFFIC SIGNAL WORK SHALL CONFORM TO THE PROVISIONS OF SECTION 86 OF THE 2015 — — -•- — 04 I / O 3 SCE HAND HOLE ( TO NB RAMP CONTROLLER R9-3 7 FUT. CURB & GUTTER INSTALL PULL BOX ®200' SPACING CALTRANS STANDARD SPECIFICATIONS. THE STANDARD PLANS: BOTH PUBLISHED BY 2 FUT. CURB & GUTTER O 9 CALTRANS, APPLICABLE CITY OF LAKE ELSINORE'S SPECIAL REVISIONS. '"- — ----._.__ _ _ � 4 O � � �6 1 NEW 2"C., 3#6 FUT. BACK OF SIDEWALK 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL E - DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITION ON THE JOB SITE. HAND �_ _ _ _ _ _ i �IQL' DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT R/W R9-3 7 # 5 E (800) 227-2600. 11 b 3.CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. R61-7(CA) 7 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. C NOTE: THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY NEW 2" ., 2#10 AWG m 5. ALL VEHICLE INDICATIONS SHALL BE 12" WITH FULL TUNNEL VISORS. ALL SIGNAL HEADS EX. ST. LIGHT TO BE REMOVED-/' 9 i AND HARDWARE SHALL BE METAL. ALL RED, YELLOW, GREEN & PEDESTRIAN (HAND, I FLASHING HAND, WALKING PED) INDICATIONS SHALL BE LED. STA371+80 -a 6. EXACT POLE LOCATION SHALL BE DETERMINED BY ENGINEER IN THE FIELD AND SHALL BE POTHOLED PRIOR TO INSTALLATION. UNDERGROUND STRUCTURES PERMIT#08-15-6-MC-0720 _� 7. ALL NEW CONDUITS SHALL BE TYPE 3, SCHEDULE 80. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND R ON RAMP CALTRANS TRAFFIC 8. ALL NEW 1-A POLE FOUNDATIONS SHALL HAVE ANCHOR BOLTS WITH SLEEVE NUTS AS THOANDE SHOWN ON THE EXTENT. THE OWNER BE PROCEEDING DS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION THESE PLANS OR OCEEDING NTH IMPROVEMENTS I-1 5 �•'-� SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE PER CALTRANS STD PLAN ES-76. PURSUANT THERETO AGRESS TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR 20 10 0 20 40 2 ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGOUND UTILITIES OR STRUCTURES NOT m 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 10. ALL SALVAGED ELECTRICAL EQUIPMENT SHALL REMAIN THE PROPERTY OF THE STATE OF CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT UTITUES OR SCALE IN FEETTl CALIFORNIA AND SHALL BE DELIVERED TO THE DEPARTMENT YARD AT 175 CLUSTER STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR nch = 20 ft. STREET, SAN BERN'ARDINO, CA 92408. ]P�L STRUCTURES CONCERNED BEFORE STARTING WORK. CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REV/S/ONS APPR. DATE 7H�PLANS M E BEEN RENEWED fW COMPL/ANCE W/TH THE �EPARED BY SEA LINSCOTT, LAW&GREENSPAN, ENGINEERS C/TY OF LAKE ELS/NORE SHEET APPROPRIATE COND/AONS OF DEMIOPMENT AND/OR 0/7Y AND STA7F ES Ipy� 1RANSPORiAl10N PLANNING - 1"r.AFFlC ENGINEERING - PAWING �� LAKS AND A PERM/T AIAY BE ISSUED. F " a."".�n Soo,"�dam".c 9„os Iszs>>ss 2 Z75 0 �a,R l� =t,. �, ,00 s", w 92111 30 .. TRACT 28214 24 ,N1HN P.N NG m " C43595 A SCALE BENCH MARK. TRAFF/C S/GN4L /iVSTALLAT/ON Pl 4N �_'E� [� -17-1 261h * iz/31/1s BRAD FAGRELL, RCE 920 DALE N DA r P ew C-'�-' LAKE STREET FILE No. C/7Y ENGINEER . .E. No. 595 F of cnU�O EI IXIN.• f,75QI5 A/SL ® /-15 SB RAMPS CDY OF LAKE ELSINORE O47E• SEE SHED 7 fO?DES'G -1_011`(p COUNTY ROUTE EnDMEPER POST TOTAL PROJECT INTERIM SIGNAL PHASE DIAGRAM R/V 15 26.46/26.69 CONDUCTOR SCHEDULE LEGEND P CONDUIT SIZE AND RUN EQUIPMENT SCHEDULE AWG SIZE 0 OR L PHASE NOT USED NOT USED NOT USED - VIDEO DETECTION ZONE POLE DATA SIGNAL L.E.D. SIGNAL HEADS AND MOUNTINGS *POLE LOC. R.S.N.S. Q ----"---� CABLE TYPE E t 2Q 3 4 b b 7 QQQe N0, TYPE HEIGHT M.A. M.A. WATTS VEHICULAR M.A. PEDESTRIAN "B" "E" "C" C0.14 CABLES A 06,08 - - - - - - 2 1 2 1« - VIDEO DETECTION CAMERA 01 0 03 04 A 26-4-1009 30' 35' 15'• 165 SV-2-TA MAS - -12 - 12' -15 NB-� C _ _ _ 08 D 12 N C 05,06 - - - - 1 _ -------� B 19-4-100 30' 25' 15' 165 SV-1-T - T - 5' Lake Street 1 _1 _1 _ - 1 _ NOT USED U U - - - 1 1 _1 _t _1 _ ' C 1-A 10' - - - TV-2-T - - - 22' 5' - D 02,05 T 3 - - - - 1- 1 1 1 2-MAS _ - F-1-15 NB 0 E 08 - - - - 05 06 07 08 OD 19-4-100 30' 25 15' 165 SV-1-T 10' 5' F-12' F 02 1 1*1 1«1 1+ - - - - - - - TOTAL CABLES - 12 CON / 3 CON 1-A 10' TV-1-T 13' S' #8 GROUND 1 1 1 1 1 1 1. 1 F 15TS 30, - 15' 765 SV-1-T - - 11' - 8' - #10 LUMINAIRES - 2 2 2 2 2 - I- 15 NB ON RAMP OR ALL EQUIPMENT IS NEW. 1 02 - - - - - 1 1 1 •INSTALL STRAIGHT/FLAT LUMINAIRE ARM. * EXACT POLE LOCATION TO BE DETERMINED BY ENGINEER IN THE FIELD. 05 - - - - - 1 1 1 9 -POTHOLE POLE FOUNDATION LOCATIONS PRIOR TO INSTALLING POLES. TYPE "B" 06 2 2 2 - - - - 2 STA 374+72 OY DLC 08 - - - - 2 2 2 2 SCE HAND HOLE #5T TOTAL 2 2 2 - 2 4 4 6 4 NEW 2"C., 2#10 AWG VIDEO VIDEO COAXIAL CABLE - 1 1 1 1 1 2 3 3 ©O NEW SIGNS ON THIS SHEET VIDEO POWER CABLE - 1 1 1 1 1 2 3 NEW 2"C., 3 R73- CA R3-18 w EVPE - 1 1 1 1 1 2. 3 NEW 2' 2#10 1 DETAIL 11A11 R61-5(CA) R9-3 PERCENT FILL 6% 14% 14% 9% 13% 19% 15% 197 3 -� EX. ST. LIGHT � ECR 12". 3—SECTION VEHICLE HEAD NOIEF0.4 B'E ANO c TO BE REMOVED w DINE wms;sEE v E CONDUIT SIZES (INCHES) 4" 4" 4" 4" 4" 4" -4 -4 2 B #6 ,� 2 NO SCALE DNLY� As arrEcrEo ALL CONDUIT AND CONDUCTORS ARE NEW. ANOU * 00 FOR FUTURE USE. 7 R61-5(CA)NEW LAKE 12 SMFO CABLE , 7 '9-3 #6 O 7 R9-3 FUT. BACK OF SIDEWALK i E ' _.q FUT. CURB & GUTTER �- 7 `//6 �� CURB PR. CURB - cT__,_, 1 7 R9-3 STREET(35 MPH) cF PR. EDP (-A #6- 06 V NEW 2'0., 2 DLC — —oH� GHQ oHr ==_ ! 1 08-cl_ —OHL off �6 NL L OHL o L— —OH OHI PALE LOCATION DETAIL EX. EDP --- ----- -- (08) $ (08) 5 05 0= EX. EOP - #5 6 (2 LOOPS) EX. ST. LIGHT 0 BE REM D - a R3-18 7 08 5 (06) 95' To ; , ,�� 185' TO 6J2L CONSTRUCTION NOTES LIMIT LINE ' 1'o LIMIT LINE s 31 61� TO 32 6 6J4U N 34 10 CONTRACTOR TO PURCHASE NEW STATE-FURNISHED (PURCHASE FROM STATE) MODEL 2070E 3 6J2U SIGNAL CONTROLLER AND A MASTER SIGNAL CONTROLLER WITH A 2070-6D MODEM ON EACH LIMIT LINE - _ _ - - - -�- - —� 2070E CONTROLLERS AND INSTALL IN NEW TYPE 332 CONTROLLER CABINET PER CALTRANS STD $ (0g) OS PLAN ES-3C. FURNISH AND INSTALL NEW GPS TIME SOURCE AND ANTENNA, TWO (2) SIERRA SJ9U 5J1U r 7 R73-3(CA) WIRELESS AIRLINK GX440 MODEM AND IT'S COMPONENTS INCLUDING ALL CABLES, POWER (2 LOOPS) $ nM (02+05) $ SUPPLY AND TWO (2) ANTENNAS. FURNISH AND INSTALL RACKPRO SERIES MULTI-STAGE ` 5 (02+05) a0 RECEPTACLE PROTECTION, RATED (15A, 125 VOLT-60HZ TYPE 3 SUPPRESSED VOLTAGE), 400V 212U 185' TO 213U 'U`�i-95 TO N 214U - '- (LINE TO NEUTRAL), 500 VOLTS (LINE TO GROUND), 400 VOLTS (NEUTRAL TO GROUND). - LIMIT LINE E LIMIT LINE_ ! 7 R9-3 DETAIL"A" 02 FURNISH AND INSTALL NEW VIDEO DETECTION UNIT WITH REMOTE ACCESS CARD WITH MULTI ---------- DISPLAY PORT, 17-INCH RACKED MOUNTED LCD MONITOR DRAWER AND CABLING AND OTHER � R9-3 7, 02 -� EX. EOP EQUIPMENT NECESSARY FOR INTENDED OPERATION. FURNISH AND INSTALL NEW ETHERNET FIBER 7, _ — — _ — — _ _ — _ _ _ _ _ _ O BE REMOVED CONVERTER SWITCH (COMPATIBLE WITH ER), ETHERNETANS B TMC ROUTERE(NO FIBBER, ANDEPATOCH CABLES &IAL TERMINAL E . LIGHT o 7TR9-3 02 CONNECTORS. TERMINATE 12 SMFO (CALTRANS TYPE D FIBER) ON FIBER OPTIC ITU/FDU WITH � a O#6 D SPLICE TRAY(19" 1U RACK MOUNTED WITH SC CONNECTORS HOUSING MODULE). INSTALLATION T NEW 3"C., PR. EOP OF CABINET SHALL BE INSTALLED AS PER CALTRANS STANDARD PLANS 2015. EX. EOP FUT. CURB & GUTTER / 12 SMFO CABLE 6 �. 4 PR. CURB NEW 3"C., 12 SMFO CABLE FUT. BACK OF SIDEWALK) F 6 O 2 CONTRACTOR TO PURCHASE NEW STATE-FURNISHED BATTERY BACK-UP SYSTEM TO BE PAID TO SB RAMP CONTROLLER NEW 2 C., 2 DLC O 5 BY PERMITTEE. CONTRACTOR TO FURNISH AND INSTALL BATTERY AND EXTERNAL CABINET (INSTALL PULL BOX 0200' SPACING) . NEW 2"C., 2 DLC - 08 ENCLOSURE. INSTALL STATE-FURNISHED BATTERY BACK-UP SYSTEM IN EXTERNAL CABINET PR. CURB ENCLOSURE. EX. EDP .O FURNISH AND INSTALL 120V/240V TYPE III-CF SERVICE ENCLOSURE AND FOUNDATION AS q 72 / f • DETAILED IN 2050 STD PLAN ES-21F AND ES-2C AND WITH TYPE V PEC. PR. EOP 12, METER A CiID XX-XX-XXX-O-XX.XX: 240V, 100A,2P,MAIN CB g NEW 2"C., 2 DLC SERVICE ADDRESS: XXXXXXXXXXX 12OV,50A, 1P SIGNALS CB(METERED) 12OV, 20A, 1P E i METER B CIDXX-XX-XXX-O-XX.XX: 24GV,100A,2P,MAIN CB Q GENERAL NOTES: ~ SERVO ADDRESS: XXXXXXXXXXXX 12OV,30A,1P,LTG CB(METERED) - !2 12OV,15A,1P, LTG CONTROL CB 's 1. TRAFFIC SIGNAL WORK SHALL CONFORM TO THE PROVSIONS OF SECTION 86 OF THE Zi CALTRANS 2015 STANDARD SPECIFICATIONS. THE STANDARD PLANS: BOTH PUBLISHED BY - 4❑INSTALL 3" CONDUIT WITH PULLROPE PER SCE REQUIREMENTS. SERVICE CONDUCTORS TO BE CALTRANS, APPLICABLE CITY OF LAKE ELSINORE'S SPECIAL REVISIONS. �EW 2"C., 2 DLC PROVIDED BY SCE. AT LEAST 48 HOURS ADVANCE NOTICE SHALL BE GIVEN TO SOUTHERN m CALIFORNIA EDISON COMPANY BY CONTACTING DALE NELSON AT(954) 219-3493. h 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITION ON THE JOB SITE. HAND FURNISH AND INSTALL ITERIS OR CALTRANS APPROVED EQUAL VIDEO DETECTION CAMERA ON DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT - SIGNAL MAST ARM/LUMINAIRE ARM PER MANUFACTURER'S RECOMMENDATIONS, DETECTION - (800) 227-2600, h / PHASE(S) AS NOTED. INSTALL ALL NECESSARY HARDWARE AND SOFTWARE IN CONTROLLER FOR - i INTENDED OPERATION. PROVIDE SURGE PROTECTION PANEL WITH 7 AMP BREAKERS IN THE 332 3. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 1 CONTROLLER CABINET AND TERMINATE EACH CAMERA TO AN INDIVIDUAL CIRCUIT BREAKER. _ 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. M // 6a INSTALL DETECTOR LOOPS AS SHOWN ON PLAN PER CALTRANS STD. Q i NEW 2"C., 2 DLC a 5. ALL VEHICLE INDICATIONS SHALL BE 12" WITH TUNNEL VISORS, ALL SIGNAL HEADS AND 7�FURNISH AND INSTALL TRAFFIC SIGNAL MAST ARM MOUNTED OR POLE MOUNTED SIGN AS NOTED 71 HARDWARE SHALL BE METAL. ALL RED, YELLOW, GREEN & PEDESTRIAN (HAND, FLASHING J @JgU #5T PER CALTRANS STANDARD PLAN RS4 OR ES-7N (DETAIL "U"). HAND, WALKING PED) INDICATIONS SHALL BE LED. @�6� 6 (2 LOOPS) a FURNISH AND INSTALL OPTICOM MODEL 721 EMERGENCY VEHICLE PREEMPTION-SENSOR ON E 6.EXACT POLE LOCATION SHALL BE DETERMINED BY ENGINEER IN THE FIELD AND SHALL BE .N,B NOTE: THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY VEHICLE HEAD AS SHOWN, PHASE AS NOTED. FINAL LOCATION TO BE DETERMINED BY ENGINEER 2 POTHOLED PRIOR TO INSTALLATION. OFF n� � IN THE FIELD. CONTRACTOR SHALL ARRANGE TO HAVE A QUALIFIED SIGNAL TECHNICIAN OR E REPRESENTATIVE FROM MANUFACTURER OF THE EVP UNIT PRESENT AT THE TIME OF EQUIPMENT - 7.ALL NEW CONDUITS SHALL BE TYPE 3, SCHEDULE 80. TURN ON. B.ALL NEW 1-A POLE FOUNDATIONS SHALL HAVE ANCHOR BOLTS WITH SLEEVE NUTS AS aINSTALL TYPE 15-SB WITH SLIP BASE AND 165 WATT LUMINAIRE PER CALTRANS STD. PLAN PER CALTRANS STD PLAN ES-7B. UNDERGROUND STRUCTURES PERMIT#08-15-6-MC-0720 ES-6A AND ES-61F. 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 CALTRANS TRAFFIC —� THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SUBMITTED REVIEWED BY1 APPR/RECOMMENDED BY DATE 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 'a 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 UTITLIES OR SCALE IN FEET STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL 1 inch = 20 ft. BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR NQ L STRUCTURES CONCERNED BEFORE STARTING WORK. CALTRANS PERMIT NO.08-15-&MC-0720 MARK REVISIONS APPR.0 DATE 7HE5E-PLANS H4kE BEEN REVETYED FOR COMPLMNCE WITH ME PREPARED BY.• 9EAG LINSCOTT, LAW&GREENSPAN, ENGINEERS C/ry OF LAKE ELS/MORE SY4EET APPROPR147F CVN917701VS OF DY£L EOPMENT AND/OR C17Y AND STA7F s7 iRANSPOR1AMN PLANNING - mAFric ENGmLeiNG - PARKiNc LAWS AND A PERAOr&4Y BE ISSUED. o.,�b (sNol�96-2s2 14 AI 825 = TRACT 28214 24 N P. 95 a A e. ( a7 aoo-eeao No. C43595 SCALE.• «� .o cA 7-! t3 2<1 o iz/31/16 * BENCH MARK TRAFFIC SIGNAL INSTALL4770N PLAN 9HEF/5 LAKE STREET 1E Nam• BRAD FAGRELC. 920 LJATF JOH K G D47F cmL ! SEE SHE F L I_15 /VB RAMPS CITY ENGINEER R. .E. No. C43595 OF cn�foe� ETEVAMN..� 7356.45 M3Y .CITY OF LAKE ELSINORE DA7E' .. COUNTY ROUTE IOLO2[ETER POST WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES CONSTRUCTION SIGNS ON THIS SHEET ONLY TOTAL PROJECT 7. 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(Ln R/V 15 26.46126.69 LATEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD 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 J 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. 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 SAFETY OF TRAFFIC DURING CONSTRUCTION. -S. 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 CONSTRUCTIONSIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. >S S' B OFF 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. ,�/lyy I "' P 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. I / F NEW SIGN W20-1 SEE NOTE #11. - Jl ,� a--^ EXISTING STREET LIGHT PROPOSED STRIPING & MARKINGS 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. /1' N EX. EOP te-a 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 W20-5(LT) TYPE II BARRICADE WITH SIGN PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT "^' TYPE III BARRICADE WITH SIGN IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. • 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 PAS 1 N 1 W4-2(L) MOUNTED CHANNELIZER DRIVEWAY TO THE OPEN ONE. - I-15 NB ON RAMP ELINEATORS 10' 0 C(TYP.) M ti DELINEATORS LAKE R51'a1 E E E STRT(45 MPH) 6 G2°-2 APR. AC BERM G 2 7 E�,///10, ER5-1a E R3-ta I-15 FREEWAY EUNEATORS) UE4G20 /` « E G27 1 W20-1 G20-2 1 - 7+I ,r �![ — �_wr•7T G2D-2 x ° x�; Y Xk k. ! f • Rif ;M1 x x --tea l� Y1 ti �� x 150 W20-1 --25a_ ER Y' 10' O.C.TYP. \ '< ,x x ~`�- -- r I /' E R6-i DELINEATORS G20 G27 .v � � E R5-1, R5-1 a PR. AC BERM F K /0 10' O.C.(TYP.) y*J DELINEATORS 1 DELINEATORS) AS�LIArEfJ l I I >5 NBL� LFF7>,�SO FF p� T I G20-2 o I-15 SB ON RAMP I / H+ 1 W21-5(LT) - ^ 300' TAPER 250 f- B x 1—15 NB OFF RAMP EX. EDP , 10' O.C.(TYP.) DELINEATORS �1[� � �7� i • f .f. f:• ,•,� f + f •1 ;•-++f--►rt.f,.••� ,�, �r-mot f,+,�,+-•--�-;� — — — O�W x x - / X njrr {, xZ rxylY J w BE REMOVED DELINEATORS E PR. EOPcj - (ti PEFiaUT#08-15-6-MC-0720 CALTRANS TRAFFIC SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE 40 20 0 40 80 SCALE IN FEET zo 1 inch = 40 ft. N CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REVS/ONS APPR. DATE PLANS HAkE BEEN REYJEWED FOR COMPLLANCE#nH 7HE PREPARED SY.• �L LINSCOTT, LAW & GREENSPAN, ENGINEERS APPROPR647F COND7AO415 OF DEVELOPMENT AND/OR C/7Y ANO STATE OFESSIpy� mANSPORTAT;ON PLANNING - TRAMC ENGNECRING - PARKING C/TY OF LAKE ELSINORE- SIAMT LAWS AND A PENMT MAY BE ISSUED �e``p } P c62) 15 asotlena Ca 91106 6 >96— . � 926 a I a>36175 TRACT 29214 24 OF 2.17-17404 /,�Q>7 * B�'""'' ^' TEMPOR r T R76'CONTROL PLAN BRAG FACREZL, RC f3920 L197E KEIL MABERRY a47E 'I'q pTRgFFlC ?P C-'5-'U LAKE STREET — PHASE 1 Fw N- C77Y INCINEER RZZ E RC64E R.T.E. No. 1802 F OF OpUFOR' a47E ELEVvLu 1356'45 Ax Q /-15 NB & SB RAMPS sFE sHEEr No 1 Fav L COUNTY ROUTE IOLOhI 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) 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 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 [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 O ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL ROAD INCLUDE A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. t 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) EEM CONSTRUCTION WORK ZONE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. Q CHANGEABLE MESSAGE SIGN (CMS) LANE CLOSURE 11. EXACT LOCA11ON AND TYPE OF C(*STRUCTION 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. EXISTING SIGN TO REMAIN �9. MOVE 6ELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. ' W20-1 E , F NEW SIGN EXISTING STRIPING & MARKINGS TO BE REMOVED SEE NOTE #11. '� \!• P �--= EXISTING STREET LIGHT PROPOSED STRIPING & MARKINGS 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. / 1 W20-1 rr INSTALL SIGN ON EXISTING STREET LIGHT 15. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD TYPE II BARRICADE WITH SIGN PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT W20-3 E o TYPE III BARRICADE WITH SIGN IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. / N #��jj�... • 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 / 1�W20-3 MOUNTED CHANNELIZER DRIVEWAY TO THE OPEN ONE. j R61-19(gA) E LAKE R5 a E ry STREET I->5 NB ON RAMP R5 1a 6-1 E G20-2F1 -� \ - - - - / G27 E E G27 1 R3-2— - - - E R5-1, I-15 FREEWAY E G20 1 W20-1 / R5-1a E R3-1a / +�1 :.. � - -• . EX. AC BERM G20-2' I� - � y.. — ---- ----- d 23 24 —'--- 26 8 —'�— + ' Hg 27 • ,r — (20-2�R6-1 x W20-1 1 - DELINEATORS 1 R3-1 1 'x h•rN"}:7 .,.., R3-1 a N l ' 10 O.C.(TYP.) E o i 0 R5-1, DELINEATORS �j'' R5-la o — — TYPE R11-2 N(CA 1 r`Y`� 1�• .SEE.S1IEEJ?f 4°'24 fm CLOUhr / a9vvR FYAN „ ' - 1 10' O.C.(TYP.) DELINEATORS I ' I o I-15 SB ON RAMP SE LINE EX. EDP I >5 N8L0 TY LEF��'`50 o FF R4�p o / h + - x 1-15 NB OFF RAMP 1 1D' D G(TYP.) c'J DELINEATORS Imo,E � ^ ._� — ___.. ` —__ — 49C 3 e i2i W20-1la � N 1 C30(CA) 1 C3O(CA) 1 C30(CA) 250' u _ 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 40 20 ° 4D 60 IF WORK ONLY SCALE IN FEET > 1 inch = 40 ft. CALTRANS PERMIT NO.08-15-6-MC-0720 MARK RL_wsloNS APPR. DATE 7NESE PANS'H4W BEEN RENEWED FOR COMPU4NCE MI7t/7NE PREPARED BY SEA[ LINSCOTT, LAW&GREENSPAN, ENGINEERS CITY OF LAKE ELS/MORE sNEEr APPROPR/47E CONA91WAIS OF DEVELOPMENT AND/OR CITY AND STATE QROFEssl ;aANSNOR�ATION PLANNING - munc ENGIN¢RING - PARKING '6 LAMS AND A PERMIT MAY BE ISSUED. e� ARP F -��«".P-d-C.91- (626)796-2 22 `� O' Oa 92611 - Ls<n1 6,6;5 � s;2n° a� =ae.o.,o. <921„ �613o�666A TRACT 28214 0, 24 No.1802 m v SCALE.' —17—t7 0 Z9-/7 &WCN "' TEMPORARY TRAFFIC CONTROL PLAN BRAG FACREL4 RC 920 LM7E IL D. MABER ZATE C2A/30/18 c C-95- Rm,N. Nj• TRAFFlC ` HEVA7KIN• I356.45 AM LAKE STREET — PHASE 2 C/7Y OFCILAKE EZS/PORE EER R.T.E. No. 18 F OF cnUF� ��, ® /-15 NB & SB RAMPS SEE Sf1EET NO. I FOR DE3'C COUNTY ROUTE E3LOMEPER 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, R1-1 G20-2 W20-1 TYPE N(CA) Rit-2(RD) R1V 15 26.46126.69 LATEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. <> 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD END ROAD ROAD PLAN A-20, DETAILS. STOP ROAD WORK 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 EXISTING TO REMAIN UNLESS NOTED OTHERWISE. OVERNIGHT. 1a PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. R4-7o(R) W3-1 WS-3 W1-4(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 11MES 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. Y HIGH LEVEL WARNING DEVICE EXISTING STRIPING & MARKINGS TO REMAIN 13, MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. p EXISTING SIGN TO REMAIN SEE NOTE #11. NEW SIGN EXISTING STRIPING & MARKINGS TO BE REMOVED - h 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. ❑--a 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 1>5 a— INSTALL SIGN ON EXISTING STREET LIGHT PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT Sg IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. I Of P TYPE II BARRICADE WITH SIGN 16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIREC11ON SIGNS SHALL BE PLACED TO DIRECT TRAFFIC FROM THE/_OSED .P TYPE III BARRICADE WITH SIGN DRIVEWAY TO THE OPEN ONE. • PORTABLE DELINEATOR/CONE/SURFACE 1 W20-1 MOUNTED CHANNELIZER I N R5 i, I-15 NB ON RAMP LAKE R5 s E STREET C20-2 , PR. AC BERM G27 I E G27 Rs-,, —1 FREEWAY �-y w,- L / 1 1 R4-7c(R� E R5-ic— R3-la 'I 5 G201 L �) 1 1 R1-1 1 W3-1� 1 W20-1 G20-2 1 eskv — — — — — — '-{(c\1" — — — .,. � �0 50' ------------- er ,� a32 -• h 10"K la W1-4(R) 1 DELINEA 10' TOR G20-2 N 250' II �— T ... `_ R3-10 E Ri-1 1 x W20-1 1 .-. E G27 W7-4(L) i W3-1 1 10' D.C.('YP.) < E R6-1 1 R11-2(RD), 1 y ? DELINEATORS TYPE N(CA) E R. AC BERM W6-3 1 R. RS-la I / G20-21 I-15 SB ON RAMP , EX. EDP �Ix I>S NgL0 %3j SO OFF ko - ti + SEE S/#ET 22 012s 1—15 NB OFF RAMJ EX. EGP �CQ f >r4 v h a w BE REMOVED PA PA U PR. EOP F PERMff#08-15-6—MC-0720 CALTRANS TRAFFIC EXPECTED DURATION: 2 WORKING DAYS SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE CONSTRUCTION ALLOWS FOR WEEKEND ao 20 0 40 60 a WORK ONLY SCALE IN FEET 1 inch = 40 ft. o NR� CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REVISIONS APPR. DATE � E PLANS NAVE BEEN REVIEWED FOR COA/PL64NCE Wi7N 7NE PREPARED Br SQL uNscoTT,LAW&g2EEN�AN, ENGINEERS C/IY OF LAKE ELS/NORE syvEFr APPROPRL4TE COND/TONS OF DEIgLOPMENT AND/OR C17Y AND STATE pROFEs�o TRANSPORTATN#1 PLANNING - 1RAFflC ENGINEERING - PAWING LAWS AND A PERMIT MAY BE/SSUED. �� F 9„os cs:s�»s-z3zz 17 ° � TRACT 28214 24 AKD. -I -G "°' ,/1 m SCALE ��e BENCH MaRK TEMPORARY TR9FF/C CONTROL PLAN °FsHEE�s6/30/18BR10 FAGRELL, RCE 920 L347E ABER L34TE s TRAFFlC ° C-'95� L�4KE STREET — PH,4S - 3 ALE NoCDY OF LLAKE ELS/NORE . . . 180 F L'W7£ ELEYAIKAY 735�c of ® /-15 NL5 & SB RAMPS OF CAVF� SEE SHEET AM12 I R7R DESG 1-)-0-30 COUNTY ROUTE KMOM TOTAL PETEROJECT R POST WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES 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) 126.6,9 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 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. WORK CLOSED WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES 4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA AHEAD AHEAD �EXISTING TO REMAIN UNLESS NOTED OTHERWISE. OVERNIGHT. 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) R4-7o(R) W20-3 COA 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 �j.� ROAD KEEP BE . INCLUDE A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. lf/U� CLOSED PREPARED 7. THE CONTRACTOR SHALL MAINTAIN, ON ACONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER-FLOW AND" . RIGHT TO STOP SAFETY OF TRAFFIC DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING W3-1 C30(CA) W7-4(R) CONSTRUCTION. 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. Q 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. b EXISTING SIGN TO REMAIN --_- EXISTING STRIPING & MARKINGS TO BE REMOVED 13. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. F NEW SIGN SEE NOTE #11. , EXISTING STREET LIGHT PROPOSED STRIPING & MARKINGS 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. INSTALL SIGN ON EXISTING STREET LIGHT _ 15. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD I>5 �1 TYPE II BARRICADE WITH SIGN PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT SB OFF TYPE III BARRICADE WITH SIGN IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. / pp��,,��"'"i+l�j0 • 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 J / MOUNTED CHANNELIZER I-15 NB ON RAMP DRIVEWAY TO THE OPEN ONE. ] / QO- � FLAGGER SEE.A'#ET13L124 1 1 L 7affl PLAN 1 LAKE R5 ,, R5 1a E STREET _ --- - - 6-1 E / - - - - - - - - - - - W1-4(R) 1 G27 E PR. AC BERM 1 R3-1' - - - ^1 E R5-ta E I-15 FREEWAY ?E4G20 E G27 x RM 3-4 / E AC EZ WR3-1 Rii-2, C9A ty TYPE N(C ,1 f.R zJ a '-s-----—------ 1 zL, a • � o +. -+. � RAaW ID CaVM —� 7R49W aV LAKE STREET o R3-1a — — — E R6-1 - �G27 1 C9A E G20 `1 R4-7a 1 W3-4 1 W3-1 R3-2 1 ' E R5-1, R5-la o - - /- - `PR. AC BERM 1 10' O.C.(TYP.) R4-7a(R) 1 f DELINEATORS � RAGIl4N RI CaVM 7R1 W aV LAdE 57AM7 I III 4: I-15 SB ON RAMP I 3 EX. EDP N8 OFFL?FT O 1 o / % tr! 1 W3-4 W20-3 1 l 10A0 C.(TYP.) - ti CV) I-15 NB OFF RAMP DELINEATORS Y - O W20-1 £ w N 1 C30(CA) 1 C30(CA) 1 C30(CA) 250' Z3.1 -a EL, PERMIT#08-15-6-MC-0720 CALTRANS TRAFRC EXPECTED DURATION: 2 WORKING DAYS SUBMITTED REVIEWED BY1 APPR/RECOMMENDED BY DATE CONSTRUCTION ALLOWS FOR WEEKEND 40 zo ° 40 BQ WORK ONLY SCALE IN FEET 1 inch = 40 ft. I1RL CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REI//S/pNS APPR. DATE 7HESE PLANS HAKE BEEN REVIEWED FOR COMPL14NOE HVH THE PREPARED BY SEAL LINSCOTT, LAW&GREENSPAN, ENGINEERS APPROPRIATE CON2177ONS OF DEVELOPMENT AND/OR CITY AND STA7E pROFEss�gy� ;RANSPORIArioN PLANNING - ,RAMC ENON¢RING - PAWING 017Y OF LAKE ELSINORE Sh'EET LAWS AND A PERM?MAY BE ISSUED. - mend,Ca 9„06 (626)796-2322 18 ,CA 9aP,925 015 TRACT 28274 24 56.-n� OF y; „e 166.�,�0�90.�A 92111 �6�6)366 6666 No.1802 m" SCALE.• 2 17-17 d'" o%Z9.17 ,� BENCH MARK' IZYI2ORARY TR MC COMM PLAN sHEE7s BR40 FAGREL4 RCE 920 L317E KE D. MABERRY DA7E Exps/30/18 g C-95 nu No CITY ENGINEER R.T.E. No. 1802 'lF T 7CFo�� REVA77alt IJ5545� LAKE STREET — PHASE 4 CI7Y OF LAKE ELSINORE OF cnV 0A7F- .SEE SHEET Av 1 Fcw LI= ® /-15 N8 & 59 RAMPS O�' COUNTY ROUTE KMDMETER POST WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES CONSTRUCTION SIGNS ON THIS SHEET ONLY TOTAL PROJECT R/V 15 26.46/26.69 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, R1-i G20-2 W20-1 C30(CA) TYPE N(CA) R11-2(RD) LATEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD' IY END ROAD ROAD PLAN A-20, DETAILS. S I OP 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. R4-7o(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 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. 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) L CONSTRUCTION WORK ZONE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. F-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. 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. N EXISTING SIGN TO REMAIN EXISTING STRIPING & MARKINGS TO BE REMOVED 13. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. F NEW SIGN SEE NOTE #11. >s EXISTING STREET LIGHT -► PROPOSED STRIPING & MARKINGS 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. -�- INSTALL SIGN ON EXISTING STREET LIGHT 15, ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD 1-;F, TYPE II BARRICADE WITH SIGN PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED, PAVEMENT THAT ' 'sg OF F TYPE III BARRICADE NTH SIGN IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. / TYPE • 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-1 5 NB ON RAMP DRIVEWAY TO THE OPEN ONE. ] , .SE£.S/#ET NaF24 I fa?RIA'aasw 1 If DEILXAP PLAN i 1 IRS 1, G20-2 1, LAKE R5 s E STREET --' - _ - - - - k G27 E / I PR. AC BERM - - - - - - - - - - X .. 1 RI-1 E R5-1, 1 10 O C(TYP) I-15 FREEWAY 1 W3 1 E G20 / 1 W20-1 R5-10 E R3-10 DELINEATORS — �. E G27 \ R1,-2(RD). 1 —. _. — -- — — ---•-"`z'-c`- '. —I— ',-ac ...-�-rj;... — — — — — — 2 EX. AC BERM 020-2 1 TYPE N(CA) �raf W6-3 1 Wi-4(R) 1 I70'DIF1P 34 as 24 - ,al' 107 TATR - �� a 250' pbpy 0 RI-1 1 --- EOP 20-2 1 Wt-4 / E G27 G20 R3-I E �R6-1 W20-1 1 - �'-. _. 1 W3-1 (R) .. _ \.. — — — — — — 1 W6-3 E R5-1, R5-t0 R4-70(R) G20-2�5 �A; / 1 DELINEATORS Ii 3 I-15 SB ON RAMP MA,sr LIAr�, EX. EOP It a I >5 BA'L0; 37� i y Ng OCFF 50 1 + _ I—15 NB OFF RAMP 1 10.DELINEATORS � ORS__ ow w f � , W20-1 w 1 C30(CA) 1 C30(CA) 1 C30(CA) 250' E PERMIT#08-15-6—MC-0720 CALTRANS TRAFFIC EXPECTED DURATION: 2 WORKING DAYS SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE CONSTRUCTION ALLOWS FOR WEEKEND 40 zo 0 40 Bo WORK ONLY r` SCALE IN FEET ZD / 1 inch = 40 ft. NRL CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REV/S/ONS APPR. DATE THESE PLANS Haves BEEN REwEWED)`W COMAZA roCE#97H 7HE PREPARED BY, sE& LINSCOTT, LAW&GREENSPAN, ENGINEERS CITY OF LAKE ELS/NORE si+EEr APPR0PRM7E 06WD17"IVY OF DEkELOPMENT AND/OR C17Y ANO STATE QROVEpS�Slyp3 IMPORTATION PLANNING - manic ENGINEERING - PAranc LA#S AND A PERMIT AMY BE ISSUED. �� try'y.( 060 Swm I_-A— 500,P-d-C,91IN (626)J96-2322 19 h Q . 2 E—ti,Circle.S�Ra 250.Irvine,Ca 92614 (949)625-81 JS 2 N.—I—,— sal Diego.CA 92111 (856)W—= TRACT 28214 24 — -17—l 01 •17 * s so/,6 m* sC4LE BENCH A/ARK. TEMPOR4RY TRAFFIC CONTROL PLAN of sHEErs BRAG FACRET4 RC 920 047E K D. MABERRY DATE y v'fR TRAFFIC dP C-95-33 LAKE STREET - PHASE 5 �ZE Ab C/7Y OFGINEZR LAKE ELS/MORE R..E. No. 1802 f OF CAy�FO� L47E. SEE SHEET M? I fOR L7ESC. /-15 NB & SB RAMPS 11.031i COUNTY ROUTE KMOMETER POST CONSTRUCTION SIGNS USED ON THIS SHEET SIGN INSTALLATION DETAIL I TOTAL PROJECT MS-t(L)* M8-1(R)* M8-3* G27-1 R/V 15 26.46/26.69 a ® TRUCK TRUCK TRUCK J'' 15 DETOUR DETOUR DETOUR WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES M4-8o " END E EXISTING TO REMAIN. PROTECT IN PLACE. 0 0 15 15 15 DETOUR 0 END DETOUR TRUCK , 1 PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, DETOUR '' 41111111111111 15 *NOTE : BLACK ON ORANGE BACKGROUND **NOTE : MITE ON GREEN BACKGROUND DETAIL 0 DETAIL DETAIL DETAIL LEGEND -M FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE HIGH LEVEL WARNING DEVICE ® LANE CLOSURE O SIGNALIZED INTERSECTION TYPE II BARRICADE WITH SIGN TYPE III BARRICADE WITH SIGN ALIGNMENT OF CONE DELINEATOR WITH YELLOW REFLECTIVE TAPE ® PORTABLE CHANGEABLE MESSAGE SIGN �FMFS CANYON SCREEN 1 �Q MIR 15 SCREEN 1 MTRUIT SCREEN 2 EXIT AT NICHOLS RD SCREEN 2 DATE SCREEN 3 �lP TO1 USE DATE IDETOUR PCMS MESSAGE PCMS MESSAGE NTS NTS (INSTALL 1 WEEK IN (LEAVE IN PLACE ADVANCE OF CONSTRUCTION) DURING CONSTRUCTION) o i G27$1 O o M4-4, M4-8 G27-1, M6-1(R) � ®M4-4, M4-4,® SCREENMATAT 1 M4-8, M4-8 G27-1 _M6-1(Rj � %o J A SCREEN 1 M4-4,O ©M4-8o, kE. TRUCK SCREEN 2 C M4-8, G27-1 T AT EXIT ATi2iG27-1,o M6-3 E ST NICHOLS RD m SCREEN 1 SCREEN 1 -1 = SCREEN 2 NO TRUCK MAMI ON RAMP Z RDC0 SC USEEEN 3 AT LAKE ST �� 0, PCMS MESSAGE DATE DETOUR DATE 2 ¢ NTS NTS F—USEG 'p PCMS MESSAGE V SCREEN 2 EK IN (LEAVE IN PLACE DETOUR DATE ~ Q�� .9� AIDVANCENSTALL F CONSTRUCTION) DURING CONSTRUCTION) ` PCMS MESSAGE PCMS MESSAGE 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. - PERMF If 08-15-6-MC-0720 CALTRANS TRAFFIC SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE _ i i RI CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REVISIONS APPR. DATE 7HESE PLANS NAME BEEN RENEWED FOR COMPLMOUE HVH THE PREPARED BY, .� LINSCOTT, LAW&GREENSPAN, ENGINEERS APPROPRL47E CONO/770NS OF OEWLOPMENT AND/OR CRY ANO STA7E �lo�F EBS�p01��.� t�ANSPORTAi1011 PLANNMG - TRAFFIC FN(MNEERING - PARKING C/TY OF 1AKE ELS/MORE SNEE! LAWS AND A PERM/T MAY BE/SSUEO. � ^"'ta(�y s00 SauN Lake Avenue,Suite 300.PmoEena Co 9i106 (626>>s6-2a22 20 Exawtive Giwie,Selte 250,1=Co 62614 (9sa9)62� 5-6I]5�2 WW; 04542 Runner Str t,Suite t�,Son aega,�-11 (ss)aaa-— TRACT 29214 24 �Y No. 1802 �^� SCACE.• � 2-17-17 d. /T 6/30/18 * BENCH AL4RK. MTOUR PLAN SHEETS BRAD FACRELL, RC 920 DA7E KEIL D. MABERRY D47E �9r%PTRAFFIC dP C-'95-JU LAKE STREET — PHASE > RLE Va C OFOILAKE ELSINORE R.T.E. No. 1802 F of �UFo? a4lF, F SIfu 735645 MSL ® /-15 N9 & 55 RAMPS SEE SHEET NO. ,�� — 033 COUNTY ROUTE KILOMETER POST CONSTRUCTION SIGNS USED ON THIS SHEET SIGN INSTALLATION DETAIL TOTAL PROJECT M6-1(L)* M6-1(R)* M6-3* G27-1 SC8-4(CA) R/V 15 26.46126.69 AT SB ON RAMP DETOUR DETOUR f i*ni15 CLOSED SOUTH SOUTH END WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES ** xx xx xx ® DETOUR M4-8o M3-4 M4-8 THRU NT E EXISTING TO REMAIN. PROTECT IN PLACE. SOUTH DETOUR xx xX xx 15 15 SOUTH END PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, DETOUR TIME—TIME NreRsrA — — 15 NOTE CK ON ORANGE **NOTE : WHATE ON GREEN BACKGROU DND DETAIL DETAIL ® DETAIL DETAIL LEGEND -M FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE Y HIGH LEVEL WARNING DEVICE ® LANE CLOSURE SO$1 TYPE II BARRICADE WITH SIGN SIGNALIZED INTERSECTION TYPE III BARRICADE WITH SIGN ALIGNMENT OF CONE DELINEATOR - WITH YELLOW REFLECTIVE TAPE © PORTABLE CHANGEABLE MESSAGE SIGN TF��Sc Ilk SC6-4(CA) 10 CANYON 1 DIAYSALL PRIOR TTOSINESS CLOSURE) SCREEN 1 SCREEN 1 1 O ML%EMD MLONRA,.P M4-8, 15 1 G274. ®M4_8 M6-3 SCREEN 2 SCREEN 2 M3-4, 1 DETOUR F USEG27-1 DOTE M6-1(Rj DATE PCMS MESSAGE SCREEN 1 SCREEN 1 NTS PCMS MESSAGE � MILNED RLISREIP Mp (LEAVE IN PLACE NTS Pq�s DURING CONSTRUCTION) (INSTALL 1 WEEK INADVANCE OF CONSTRUCTION) SCREEN 2 DATE SCREEN 2 TO USE DATE IDETOUR a PCMS MESSAGE PCMS MESSAGE D b OM4-6, NTS NTS M3-4, 1 (INSTALL 1 WEEK IN (LEAVE IN PLACE a G27-1, ADVANCE OF CONSTRUCTION) DURING CONSTRUCTION) MG-3 &4-8 M3-4, 1 a G27-1 C ' M6-1(Lj (rJ yC�S � C =1 OM4-8% 2 M3-4, 1 lif W � G27—T m = z RD - Q p O o A M4-8, F-- I— p M3-4, 1 O a G27-1, C) F M6-3 E NOTE: THIS RAMP DETOUR PLAN IS TO BE IMPLEMENTED DURING PHASE 2 CONSTRUCTION. - PERMIT#08-15-6-MC-0720 CALTRANS TRAFFIC SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE i NRL CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REVISIONS APPR. DATE 7NESE PLANS NAVE BEEN RENEWED FOR COMPL6INCE W77H 7HE PREPARED BY, LINSCOTT, LAW&GREENSPAN, ENGINEERS APPROPRL47E COND/770NS OF DEPEZOPMENT AND/OR C17Y AND STATE QROFESSI �. '�RANSPoRTATION PLANNING - 1RAFFIC ENGINEERING - PARKING CITY OF LAKE ELS/NORE SHEET LAWS AND A PERMIT MAY BE 7SSUE9. �B �+'}Y 60o s�tn Eaue n.e��e,s,r�fioo,ra„a�a ca 9no 6za1�9�z3ez 21 Q' •2 Executi9e�Circ'ee5ultuite�'OMna Ca 92614 9Z9rt 6 (9a5)s2a-aeoa TRACT 29214 24 U No. 1802 m SG9LE.• OF * ,> N K DETOUR PUN sNEErs BRAG FAGRELL, RCE 920 Q47E KEIL . MABERRY 0A7E Exp.6/30/18 c G_ys_ FILE No. q, TRAFFIC �a �,AMV 7J5645 LAKE STREET — PHASE 2 C7Y OFGLL"E'ELSINORE ViTR R.T.E. No. 9802 P of ppJ`'0 �71. © /-15 NB & SB RAMPS (SEE SNEE!ADO. !FOP L7ESG `,"b 4 COUNTY ROUTE TaLOMETER POST CONSTRUCTION SIGNS USED ON THIS SHEET SIGN INSTALLATION DETAIL TOTAL PROJECT MB-1(L)* M6-1(R)* M6-3* G27-1 SC6-4(CA) RIV 15 26.46126.69 NB OFF RAMP DETOUR DETOUR DETOUR 15 CLOSED NORTH NORTH NORTH END WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES TT XX XX XX INTERSTATE NTERSTAT M A DETOUR M4-8a M3-4 M4-8 THRU Ea XX XX XX NORTH EXISTING TO REMAIN. PROTECT IN PLACE. NORTH DETOUR 15 15 15 END 1�PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, DETOUR TIME—TIME I N ERsrA 15 *NOTE : BLACK ON ORANGE BACKGROUND **NOTE : WHITE ON GREEN BACKGROUND DETAIL ® DETAIL ® DETAIL DETAIL LEGEND M FLASHING ARROW SIGN (FAS) ® CONSTRUCTION WORK ZONE HIGH LEVEL WARNING DEVICE ® LANE CLOSURE TYPE II BARRICADE WITH SIGN OS SIGNALIZED INTERSECTION TYPE III BARRICADE WITH SIGN _ 0 ALIGNMENT OF CONE DELINEATOR WITH YELLOW REFLECTIVE TAPE ® PORTABLE CHANGEABLE MESSAGE SIGN TF��SC SC6-4(CA) (INSTALL 10 BUSINESS DAYS PRIOR TO CLOSURE) CAN YON REFER TO CALTRANS STD. PLAN RSP TS14 FOR RAMP CLOSURE DETAIL 15 i M I M4-8aO a C SCREEN REEN 1 9 y0 OSED AT �S LAKE ST J SCREEN 1 J O M4-8 RAMP SCREEN 2 W M3-4, CLOSED AT EXIT AT G27-1, LAKE ST NICHOLS RD M6-3 03 p SCREEN 2 _ 1M4-8, BL DATE SCREEN 3 M27-1 Q RO 0, 1 M671(L) TE DE OUR _ Q �� PCMS MESSAGE G PCMS MESSAGE V I-- \� (INSTATS LLN WEEK IN (LEAVETS N N PLACE o ADVANCE OF CONSTRUCTION) DURING CONSTRUCTION) 2 A Ma-B, 0 G27-1, C) F M6-3 01 `E w E E 'NOTE: THIS RAMP DETOUR PLAN IS TO BE IMPLEMENTED DURING PHASE 3 CONSTRUCTION. Gn PERMff#08-15-6—MC-0720 CALTRANS TRAFFIC SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE 3 a N NRI CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REVISIONS APPR. GATE THESE PLANS HAW BEEN REVIEWED FOR COMPLAWCE W/TN THE PREPARED BY � LINSCOTT, LAW&GREENSPAN, ENGINEERS APPWPRI47F COND/AOAS OF DEVLZOPMENT AND/OR C/TY AND STATE QROFEsS/0,yq —NSPURTAi Pu NING - TRn ENGINEERING - Pu IK CITY OF LAKE ELS/NORE SHEET LAWS AND A PERM?MAY BE 15541EJ. �¢� Ry F oboo seem Lake A, ...sm,e—.Pasm�a.ca snob (—)796-2322 22 1a 926t4 (949)625-6175 Rut,e s,ree1 s., 9R,,, a�) a�bboo TRACT 29214 24 1802 2 1� r No. m SG9LE.° !� 0.Z9./7 BENCH MARK° DETOUR PLAN BR40 sus FAGREL4 RC F3920 D47F KEIL . MABERRY DQ47F ,D,Exps/3O/18 Q C-95�3 FR/T ENG/NEER R.T.E. No. 1502 qTF flO a 5"A7Kl�y,. L35645 AM L/aKE STREET — PHASE 3 E Ma C/7Y OF LAKE ELS/MORE OF CAVF� D47F SEE SHEET Av 1 F a?LAG © /-15 NB & 59 RAMPS ri+ COUNW ROUTE KELOM INER POST CONSTRUCTION SIGNS USED ON THIS SHEET SIGN INSTALLATION DETAIL TOTAL PROJECT M6-1(L)'k MIS-1(R)* M6-3* G27-1 S08-4(CA) R/V 15 26.46126.69 NB ON RAMP DETOUR DETOUR f 15 CLOSED NORTH NORTH END WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES INTER A A DETOUR �ft'M4-8o M3-4 M4-8 THRU E❑ EXISTING TO REMAIN. PROTECT IN PLACE. NORTH DETOUR xx xx xx Tf 15 NORTH END a PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNEUZER, PORTABLE DELINEATOR, DETOUR TIME-TIME 15 ** ND NOT EK ONaEENGB�GROUD WHI O BACKGROUNDDETAIL 0 A DETAIL (0 DETAIL T DETAIL LEGEND M FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE HIGH LEVEL WARNING DEVICE ® LANE CLOSURE M4-80© OS SIGNALIZED INTERSECTION 1 M3-4, �I TYPE II BARRICADE WITH SIGN G27-1 TYPE III BARRICADE WITH SIGN ALIGNMENT OF CONE DELINEATOR NTH YELLOW REFLECTIVE TAPE _ ® PORTABLE CHANGEABLE MESSAGE SIGN M3-4, I�IG27-1, M 4-8,O 1 M3-4, OF G27-1, A M6-3 q/Mq R� w M 4-8, z O - o FSC 1 G2�4i, SC6-4(CA) M6-3 1 (INSTALL 10 BUSINESS DAYS PRIOR TO CLOSURE) CAN IN 15 M 4-8,® 1 M3-4, G27-1, a M6-1(L) SCREEN 1 RAMP SCREEN 1 Y� ecMs CBLOSED NB RAMP CLOSED SCREEN 2 pgTE SCREEN 2 1 TO USE DATE DETOUR 1 PCMS MESSAGE PCMS MESSAGE D NTS (INSTALLN1 SWEEK IN (LEAVE N PLACE ADVANCE OF CONSTRUCTION) DURING CONSTRUCTION) - i i a �jcy E. S E `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 _ �R(• CALTRANS PERMIT NO.08-1"-MC-0720 MARK REV/S/ONS APPR. DATE ESE PMNS NAME BEEN RENEWED FOR C0MP000E WH 7HE PREPARED BY* � ��S LINSCOTT, LAW&GREENSPAN, ENGINEERS C/TY OF LAKE ELS/MORE 7 APPROPRIATE CONDIWNS OF DEI�ELOPMEWT AND/OR CRY AND STATE p8 DY TRANSPORTATION PLANNING - TRAMC ENGINEERING - PAWING LAWS AM?A PERMIT MAY BE ISSUED. CFO P} Pasoa.aa.co snos cs2s>>ss-zazz 2J O' ce,co u (sas>ers-sys —2z R„T,��s,.aa_-1. S., 9zaCA 92111 (858)300 TRACT 28214 24 r ( �' �-`7 O� ^�7 *`� No.1802 !^ SGiLE. BENCH MARK.• DETOUR PLAN SHEETS BRAD FAGRa4 43920 DA7E K D. MABERRY LI4TE Ezp 6/3FIC Q C-95-33 C/7Y ENGINEER ..E. No. 1802 "rF TRAFFIC ETEVA7XA1h I35$45 MSL LAKE STREET - PHASE 4 ��'A'� CI7Y OF LAKE ET.SINORE OF cAVp8 DA7F SEE SHEET NO. 1 f0R mm 9 /-75 NF & 55 RAMPS ,� COUNTY ROUTE IOS.OMETER POST CONSTRUCTION SIGNS USED ON THIS SHEET SIGN INSTALLATION DETAIL I TOTAL PROJECT M6-1(L)* M6-1(R)* M6-3* G27-1 $Cg-{(Cq) RN 15 26.46/26.69 a ® DETOUR DETOUR DETOUR SB OFF RAMP 15 CLOSED SOUTH SOUTH SOUTH END WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES xx xx xx DETOUR M4-8a M3-4** M4-8 THRU NIERSTATE -A 1 � EXISTING TO REMAIN. PROTECT IN PLACE. SCUTH DETOUR xx xx xx 15 15 15 SOUTH END TIME-TIME �PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, DETOUR - - �♦ *NOTE: BLACK ON ORANGE BACKGROUND 15 **NOTE: WHITE ON GREEN BACKGROUND DETAIL DETAIL © DETAIL ® DETAIL LEGEND M FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE HIGH LEVEL WARNING DEVICE LANE CLOSURE �S J _ �I TYPE II BARRICADE WITH SIGN SIGNALIZED INTERSECTION TYPE III BARRICADE WITH SIGN f ALIGNMENT O CONE OLECTIVLI OR WITH TAPE P� PCM PORTABLE CHANGEABLE MESSAGE SIGN 4\Q M4-8,® M3-4, MB 1(R) SCREEN 1 RAMP OSED AT LAKE ST SCREEN 2 SCREEN 1 MRAMEXIT AT CIDAN FUCK FA L OF M4-8,O ©M4-8, A•q - M3-4, SCREEN 2 SCREEN 3 M3-4,DATE G27-1 < '9 M6_31 USE TO M6-1(L3 DETOUR DATE PCMS MESSAGE PCMS MESSAGENTS RQ (LEAVE IN PLACE (INSTALLN1SWEEK IN ' DURING CONSTRUCTION) ADVANCE OF CONSTRUCTION) W 0_ TFM o FScgC CANYON O M4-8, M3-4. i GM6- 11 REFER TO CALTRANS STD. PLAN /�b 6®ul RSP TS14FOR RAMP CLOSURE DETAIL 18 SC6-4(CA) _ ^ (INSTALL 10 BUSINESS DAPS PRIOR TO CLOSURE) o v ©M4-Sa, M3-4, G27-1 �1J1 'a i 0 i 3 Q� tiicy0, v S � "NOTE: THIS RAMP DETOUR PLAN IS TO BE IMPLEMENTED DURING PHASE 3 CONSTRUCTION. - PERMIT#08-15-6-MC-0720 CALTRANS TRAFFIC SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE i 'r ryR�- CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REV/S/ONS APPR. DATE 7HES-F DNS NAME'BEEN AWHFK0 FOR COMPLIANCE W/TN THE PREPARED BY.' SFAL LINSCOTT, LAW&GREENSPAN, ENGINEERS C/TY OF L 4KE ELS/MORE SYJEPT APPROPRIATE CONO/AONS OF DEVELOPMENT AND/OR C17Y ANO STA7£ QROFESSIO 1RANSPORTAWN PLANN94G - —RC ENGINEEMUG - PAR-C LAWS AND A PERMIT MAY BE/SSUED.. �B 2py o OM S-6 2oea Avenue.Svi�a sob.P�aa,a.c ana (626)>96-2azz 24 A� Q Ex<u<ie Crtle,Suite 250.trnnc Ca 926'la (5as)a2Y6t25 oa=.2eR�,,,a.i=,e.,.$,,e 106 so 11.9 Cl 92,�, �6>3N6_8800 TRACT 28214 24 N.. 1802 m SCALE.' -17-!7 O/•29.r 7 * * BENCH A°' DETOUR PLAN BR90 FACREZL, RC 43920 L747E KEI D. MABERRY Exp6/30/18 Q C-�- 9T rRAFFlo LAKE STREET - PHASE 5 fu£ C17Y ENGINEER R..E. No. 1802 F �` ELEVA7KhY 135545 A/SL C17Y OF LAKE ELSINORE OF �UfO DA7E' �' T Av 1 fw asC ® /-15 N8 & 59 RAMPS %'J-(j-