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HomeMy WebLinkAboutBook 15 Page 726 Lot 10 Signing&Striping• ilk,tt', r,'R I t Cliff. (11Phi �__ 10 �Zz-,— ` I N, 1 / �s frill,/s, VICINITY MAP NOT M Mtf PROJECT COMPLETION DATE I NO. ., GENERAL NOTES /. rMITY 65 PAr MiAffdrArA/fAAYSi' f W✓fff IAYL`OMT AMA77id ff9 CANWAMF 1,M)Ff/6 AKAtIM 1'lANR& AW MAIMMYRAW XMDAL AND J'IANDARD M.0MIUMONd' MTNT EDIT/ON. Z. ANi JAW /D AE ANTA90 AV 161 Z' N6TAG POJT (B11/M AN09). J AU, tf)TIRNI OINr f PAfArlfr AlA�XhWt ' AAU Di AffLEGTAI IMAP. AM/r AM RAM 2`ilyf ,/IA�Pii'WO /'HAM HAZY W RAW u7f' hC//!_ 4. A6b MMU MN6 JRR/PM AND iAYf,NfNrNAffIffirJ' JXM 14 X RfMM7 If rMDA/,AallIW &NIZAVIN` MW Of MEW 1CON,41' Jf N Af /7f IfAMMA/6I1r Aff 7M X9109pflf S. TRAMY frlRIMAW AIARASd' J1 W BfAM6/ED A/1 /W XAIJ. G. Au ArIW;W AW AV SX,# CONO/T/ON ORM NE JAMAOAP AMP OfG/yfREO /D T//f 6o//A/Tr MO 7. AU d7R/P/M6 XffiY Aff AMU" OPTAW ArTA/lJ r 7yf 6 awn rmu /�!'Jmw J/6, lyi. xwAw, 0 AXORD,9" N/&4,0,/iPOYA0 AMAI 111W AM /NC,(/efM 0fT AO/fN NY IN XffIOlvfg 9. All RVI'NfNT AI,4,f //Yhr Mfl t Ar TM MOP RMP. A"pr A. i3 FRONT STREET t I zQ�P/ t via 19 �Ir �� APIrl'f j,4 1 Of AWT e0_0. u I I ) - - - INA 11 00 111IF � / ON a 10011 SOUTHiOUND(RAMR AKIIAu 4- G�1�R1A�'i)F I DF/T O o17%f �� ` l�R 0 mob i40 6 " N/DE MH/)E E. P. JrAII)w � I it /gym. v 0.6'. I SIGNING, STRIPING , MARKING LEGEND QUANTITIES ® PA/AIT © 4' A49 ff/T6 (XIM /!) /dJ0 & f. Q 4V4-00//06f M0IAM A8) (PRAP /SF) /l5 6f. Q AtIM Ni'lRAW - N. Q ' 1 /DP' a6fN0 Qr VIP AA' 1 " AW - Al. Q 'f PA-ami , raw d At. ® I - mA ff#//r - V p rw imr lffl/0 w6Aw (xmlk ji) feso i f Qt I, N/Of (romp N'A/1C 1w4 14f. Q Mr 'N' MAW ® CARS ON / TE POST / fA REVISIONS RECOMMENDATIONS REVIEWED BY I DATE DESCRIPTION APPR. I DATE �o-5 pre�. 1za R� %EXif j r Ind of Al6HM� ls9) 6l# r � Ad pER R.D. +CAGmu floT Of MAY CALTRANS NOiFS 1. AN ENCROACHMENT PERMIT IS RF_OUIRED BEFORE ANY WORK MAY BEGIN IN OR NEAR THE STATE RIGHT OF WAY. 2. ALL NOW WITHIN THE STATE RIGHT OF MAY SHALL CONFDRM TO '1W LASTEST STATE STANDARD PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS OTHER THEN STATE MUST BE PRE -APPROVED AND JUSTIFIED) . S. MO EI7VIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF MAY. 4. ALL OTSTUWD AREAS IN IM STATE RIGHT OF MAY MIST BE TREATED FOR EPOSZON CONTROL (HYDROSEEDING OR EQUIVALENT. OR AS DIRECTED BY THE STATE's AEPnESENTATIVE) . THE RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE RELEASED (AVTIL SEEDING IS WILL ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CALTRANS CLEANING ANY DRAINAGE STRUCTURES/CHANNELS WHICH HAVE BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF; OR CAUSED BY. THE CONSTRUCTION PROJECT. 5. ACCESS CONTROL ON THE FREENAY MILL BE MAINTAINED AT ALL TIMES. I. E.. THE WORK INSIDE THE STATE RIGHT OF MAY MUST BE FENCED OFF WITH NO ACCESS TO THE WORK AREA FAIN THE FREEWAY- ff. NO FREEWAY RAMPS OR FREEWAY LANES MAY OF CLOSED OR OBSTRUCTED AT ANYTIME Was SPECIFICALLY ALLOWED PER THE ENCROACHMENT PERMIT AND/OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. 7. ALL FENCE REL OCATIONED TO FACIL 1 TA TE THE CONSTRUCTION or THIS PROJECT rI SIDE THE STATE RIGHT OF MAY SHALL BE REPLACED WITH CL-6 FENCE AS SHOWN IN THE STATE's STANDARD PLANS OR WITH A BLOCK WALL IN ACCORDANCE WITH ACCEPTABLE LOCAL AGENCY STANDARDS. 8. M►*W TYPE CL-6 FENCE DOES NOT EXIST. THE STATE RIGHT OF NAY FENCE MUST BE LpGRADEO TO TYPE CL-6 FENCE AS SHOWN IN THE STANDARDS PLANS. 9. ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY CLEANED OF DEBRIS ANDI R SILT BY THE CONTRACTOR PRIOR TO MAKING CONNECTION. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED BY THE CONTRACTORS OPERATION SHALL BE CLEAN AND OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE. ADEQUATE CLEAN -OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN ANY CONSTRUCTION WITHIN THE STATE'S RIGHT OF MAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO THE STATE. It. W#W SURY" MWIKIMW5 EXIST, SUCH MOA0ENTS SHALL BE PROTECTED OR SHALL BE `\ REFERENCED AND RESET PURSUANT TO THE BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 0905 (LAIV SURVEYOR'S ACT) . t TO -MAC ENGINEERING C/TY OF TEMECULA REFERENCE P. M. 225/5 / C. U. P. NO. 5 W , O. 41934 MAIN STREET , APPROVED TEMECULA , CA. 92390 ROAD (714) 676 - 5715 INTERIM SIGNING a STRIPING PLAN SURVEY DOUGLAS STEWART , DEPUTY CITY ENGINEER FRONT STREET F. B. CITY OF TEMECULA �j•�.�-'2 _ _ R.C.E. N0. 37204 EXP DATE: 06-30-92 SCALE : 1' = 40' FILE NO. JN 2522/ 2517 SHEET IOF 1 DATE 4RG�. CIV_VI6ft716*FQ4*TT_NO.21914 CAL TRANr PER/Y/T N0. Od- 9/--G-CD- /74/ EX1ll' jTFlPis ` air ____ 7�`7 VI CINI T r MAP Of TO J444f PROJECT COMPLETION NZ 6,// . "ip — ` 04 ° isso. o. ,r Y/c GENERAL NOTES /. TRAff/G J'IR/PAr PAYfi MT &A/l/f'L(i6J' ! AA/J60 PAYi,Ilfif�T /1A/�i�f�(J' M MTRANJ' TRAff/6 /1ANUA; f[ANOAZO f'�ilAP NiflVTONUff XAMN AND d'TANORWO JPfC/f/C.91/ONJ' AfMrr MILA N. Z. AM dY6NJ IVAI SJTUM ON fffNGH)- J 49 JTRMIN ON? I AAf2`,If V NAMINNJ' MA6l BE /�f6EG/DA'/ZL<O. MMir f0R ?,fYZff*f ANAMAr 4W ,NATIN XTM17 d TRIM 4. & WNMWIN6 JlR/PL•J' AND AAYfafiVT /7A�P/f'/N6J Jfl9lG AE I�fI1DYf0 SY JAhP=4dT/rYN. A7Nh/GTINN J/6NJ'AMD PAYfMfil�T ,/A�PAEiPJ IHAIG el: AfAJOIfO. IfeRNA11 J/Aa Af&f n/�rei�irr JfTNi�Ji60��9 5. MAff/6 d'IP/PPJ'A#,'P XUARe MW BEAfYG/ED /N1ND GOAIJ' G. Au RESOLD J/NNd' l,Ifl SNO QKPIT/ON JY/Aa X ✓AGVAMP ANO DEGIMW /D THE 0.0/7Y Y4AD. 7. AU J7A/A/N6 SIONY XtiP APWa" MMAA IV &1714f. d. 171E 0011'fY JiM 11147,,4W J U111N`. /Yl9R N10, /N AM0,0 NGf N//JY APfil0M /!AN 1IM46 /NN(UM OfT 9,OM DY TH6 fffflOPER. i 9. All PAIIE/MiNT MAAN/NAIr rf/AI t 56- TNERIVOPIRIT/G. Alrym wr -ft• 4 FI?ONT STREET iz lP Ru MfrAcc NO PIRA'/NI- d .� s /6D.0 , 0. G. —-ft"llft� _�z WA SIGNING, STRIPING. MARKING LEGEND QUANTITIES ® PAINT 0 4DAJH WN/T6 (XIM /If 1860 G.f. rP /NJW JYM fWr �+ 00 ���y//��///lE - G.f` ivmv ® 4V 4- DDUA6f Yf G IN Zbft 18) (�fR A. D. /S9) I M Cf. sQ AW# NilRA'NW - M. © ' ITOP' G6mw QQ /1- aw /ula Qe '07,v A1161D' WSW - N. 9Q 8#0 /A nw , Iraw ® I - d/U/ N'H/TE /1 TN'0 #AY LffT MH MW (OT41k JI) 1880 L.f. REVISIONS RECOMMENDATIONS REVIEWED BY I DATE QKpF ESSION4l QUO pNY J . •��`' �'r 9i y Q) 5-1 2 �' p Q No- 21914 \�j4r C_ 1 V _\ TO -MAC ENGEERING 41934 MAIN STREET , TEMECULA CA. 92390 (714) 676 - 5715 fpvf bQ6YER A/. IS9 7 �, 'Qq/Of BAY7 fXKI. fD6f lob - Ezr�T p c isq) - SOUTHBOUND oN . �R - (RAM N UI�0 ifr� H � IMPRO���T ' IJMIT( 0 PER - CAGTNAW R/6HlOf #AY CAL TRANS NOTES 1. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN OR NEAR THE STATE RIGHT OF WAY. 2. ALL WORK WITHIN THE STATE RIGHT OF MAY SHALL CONFORM TO VE LISTEST STATE STANDARD PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE STATES AEPAESEJgTATIVE (STANDARDS OTHER THEN STATE MUST BE PRE -APPROVED ANO JUSTIFIED) . 3. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. 4. ALL DISTURBED AREAS IN THE STATE RIANT OF WAY MUST BE TREATED FOR EROSION CONTROL (HYDROSEEDIN6 OR EQUIVALENT, OR AS DIRECTED BY THE STATE'S REPRESENTATIVE]. THE RESPONSIBILITY FOR MAIMAINING EROSION CONTROL WILL NOT BE RELEASED UNTIL SEEDING IS WILL ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CALTRANS CLEANING ANY DRAINAGE STRUCTURES/CHANNELS WHICH HAVE BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF, OR CAUSED BY, THE CONSTRUCTION PROJECT. 5. ACCESS CONTROL ON THE FREEWAY WILL BE MAINTAINED AT ALL TIMES, I.E., THE WORK INSIDE THE STATE RIGHT OF WAY MUST BE FENCED OFF WITH NO ACCESS TO THE WORK AREA FROM THE FREEWAY. 6. NO FREEWAY RAMPS OR FREEWAY LANES MAY BE CLOSED OR OBSTRUCTED AT ANYTIME UNLESS SPECIFICALLY ALLOWED PER THE ENCROACHMENT PERMIT AND/OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. 7. ALL FENCE RELOCATIONED TO FACILITATE THE CONSTRUCTION OF THIS PROJECT INSIDE THE STATE RIGHT OF WAY SHALL BE REPLACED WITH CL-6 FENCE AS SHOWN IN THE STATE'S STANDARD PLANS OR WITH A BLOCK WALL IN ACCORDANCE WITH ACCEPTABLE LOCAL AGENCY STANDARDS. B. WHERE TYPE CL-6 FENCE DOES NOT EXIST. THE STATE RIGHT OF WAY FENCE MUST BE UPGRADED TO TYPE CL-6 FENCE, AS SHOWN IN THE STANDARDS PLANS. 9. ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY CLEANED OF DEBRIS AAVIOR SILT BY THE CONTRACTOR PRIOR TO MAKING COWECTIOIN. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED BY THE CONTRACTORS OPERATION SHALL BE CLEAN AND OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE. ADEQUATE CLEAN -OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN ANY CONSTRUCTION WITHIN THE STATE'S RIGHT OF WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO THE STATE. 11. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO THE BUSINESS AND PROFESSIONS CODE. SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT) . APPROVED DOUGLASUM. STEWART, DEPUTY CITY ENGINEER CITY OF TEMECULA R. C-E. NO. 37254 EXP DATE: 06 -30-92 ary Of TEMECULA REFERENCE P M. 22515 / C. U. P, NO. 5 W' O. SIGNING a STRIPING PLAN ROAD SURVEY FRONT STREET F. B. SCALE : I" ■ 40' I FILE NO. JN 2522 / 2517 1 SHEET I OF ■ m DATE I NO. DESCRIPTION APPR. L DATE DATE RE . C L G R. NO. 21914 C4 TRANr Pf-Rtf1T N0. 09-9I--G-CO- /74/