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HomeMy WebLinkAboutT_5870_Sz ~ a: D - n ' ~ ' D "' \ - ~--« II LJJ III ~ ::J ti Ii' Cl 4 0 • I I- A a. :2:: < :2:: < "' IQ .,. 0 (X) 0 EXISTING CONDUCTOR AND CONDUIT SCHEDULE AWG OR CONDUCTOR RUN ~ Ii\ & ffi & & ffi & & A A1 CABLE 01 ---- - ---3 -3 02 . --------- -- 03 --• ---" -" ,; -,; 04 - ---------- 05 --3 3 ------- 06 -' ' ' ' ---- 'il7 ----------- 08 ---' -' ' " 02P ----- #14 04P ----------- 06P ---,, ,, ? -? ~p -? -? ? '} 02PPB/BPB ----------- 04PPB -----------. 06PPB/BPB ---- - 1/--1/-1/--1/- 08PPB ------1 1 1 -1 PPB&BPB COMMON -----1 1 1 1 -1 SPARES -----3 3 3 3 -3 TOTAL #14 -----11 8 19 25 -25 12-CSC 1 N 2 N 3 N 1 N 5 N) ----1(N) 7N 3-CSC 1 N 2 N 3 N 1 N 5(N) ----1(N) 7(N) /112 IISNS -2 N 2 N 2N 2 N 2 2 2 -- TOTAL i12 2 N ~ r 2N 2 N 2 2 2 --- LUMINAIRES -2 N ~In 2N 2 N 2 2 2 --. /110 SIGNAL COMMON -----1 1 1 1 -1 N TOTAL 110 -2 NJ :l\NJ 2(NJ 2 N) 3 1 3 3 -1 N 01 DETECTORS --------1 -1 02 DETECTORS --3(N) ,fN) --3(N) 03 DETECTORS -----1(N) 1'N DLC 04 DETECTORS 2N 2 N) 2 N -2'N -----2 N TYPE B 05 DETECTORS --1 ;N 1 N ----1(N) 06 DETECTORS --------3 -3 07 DETECTORS 2(N) 2 N) 2 N) -2 N ---2 N) 08 DETECTORS ---------2 N 2, N TOTAL OLC 4(N) 4fN) 8(N) -8(N) -- - 4 3 N 15(N1 13 {f~ W/ EVP CABLE ---2(N) 2(N) - -1 1 ·-· . 4(N) 12PR 'J:'19 TWISTED, SHIELDED -1 1 -1 -----1 IN RCONNECT CABLE CONDUIT SIZE mm mm mm mm mm mm mm mm mm mm mm 53{Nl 63(N 63 78 78 53 53 53 63 53 2-78 GENERAL NOTES: (N) NEW 1. ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY 1999, ANO THE SPECIAL PROVISIONS. 2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 3. PEDESTRIAN INDICATIONS SHALL BE INTERNATIONAL SYMBOL TYPE. 4. DETECTORS LOOP SHALL BE TYPE E PER CALTRANS STANDARD. 5. ALL VEHICLE HEADS SHALL HAVE BACK PLATES WITH 300mm INDICATION. EXISTING POLE AND EQUIPMENT SCHEDULE STANDARD VEH SIG MTG PED SIG PPB LOCATION NO. Signal Lum Mast TYPE Pole MTG ~ ARROW A B MA MA Arm @ 26A-4-129 12.2 4.6 2-MAS SV-1-T SP-1-T 2 . ® 1A ---TV-1-T SP-1-T 4 © 1A (R) ---LT-2-T (R) -4 .. .. ® 19-2-129 (R} 9.1 (R) 4.6 (R) MAS (R) SV-1-T (R) SP-1-T (R) 4 1.333 1.15 © 1A (R) -TV-2-T (R1 SP-1-T (R) 6/4 A 6.979 1.15 -- ® 26A-4-129 12.2 4.6 2-MAS SV-1-T SP-1-T 6 . (G) 1A ---TV-1-T SP-1-T 8 ® 1A -LT-2-T ---8 0 3.6 . 19-2-129 9.1 MAS SV-1-T SP-1-T 8 0 1A SP-1-T 2/8 A ---TV-2-T I I I CONSTRUCTION NOTES: OJ • REMOVE AND RELOCATE EXISTING POLE WITH ALL EQUIPMENT INCLUDING SIGNS AND HEADS TO NEW LOCATION TO BE 1 m CLEAR TO CRUB FACE. REMOVE EXISTING FOUNDATION. NOTE ~JT133j. ~503]. ~6;J3].6~6T 3 ~- 6 ~ 7i~;h=~~=:~~ CONDUCTOR RUNS IN CONDUIT NO. 6, 7, 8, 9 & 1:1 m / / m 1 / 4.2 AREEXISTINGJl14CABLEANDWILLBEREPLACEO· 111u I m 13.64 3.62 6 REMOVE AND RELOCATE EXISTING POLE WITH ALL EQUIPMENT INCLUDING MAST ARM, SIGNS, HEADS, • AND LUMINAIRE WITH MAST ARM TO NEW LOCATION TO BE 1 m CLEAR TO CURB FACE. REMOVE EXISTING FOUNDATION. WITH 12-CSC AND 3-CSC FOR FUTURE / m / m m RELOCATION PROJECT. 0 x I r 7 / [II PROTECT EXISTING CONDUIT AND 12PR#19 CABLE IN PLACE. [Ij REMOVE EXISTING PULLBOX (BECOMES PROPERTY OF CONTRACTOR.) [II ABANDON EXISTING CONDUIT I-...J L-( I I I ALL CONDUITS, DLC AND SIGNAL INTERCONNECT CABLE / E 11 I ARE EXISTING, UNLESS OTHERWISE NOTED. / / I I HOSP IT ROAD ----..../ 4L7 0 5r ~-- ;;: 0::: ' JI) \ So iZ \ <( 0::: ~ s <( ,o \ I I LUMINAIRE IISNS 310W NEWPORT BLVD -- -- 200W (R) HOSPITAL RD (R) -- 310W NEWPORT BLVD -- -- 200W HOSPITAL RD -- 3 lf5 XI ~ I I C~I ; 0 I I ~ n<s ~ I r 7 I .4' > I I II] JACK CONDUIT (SIZE PER TA6LE) PER CALTRANS STANDARD AND CONNECT TO EXISTING PULLBOX. l6AI TRENCH CONDUIT (SIZE PER TABLE) PER CALTRANS STANDARD. (I] CONSTRUCT NEW PULLBOX PER CALTRANS STANDARD. ~ )U L _j [Ij JACK 3" CONDUIT FOR INTERCONNECT PER CALTRANS STANDARD AND CONNECT TO EXISTING PULL BOX. I I I I ~ I I J I I I J J ' m'-1 I I ·-··· I I 10 ~ REPULL EXISTING 12PR#19 CABLE. IT§] SPLICE EXISTING CONDUCTOR. -3QQ___ .. :::_f;)~ 6P I -11 , rL ___ -{ ,c_ -!-/ --<. ---+--·'::'.":~Q½:~ _ ___. -rr---111 --.,j. l/1 _L -v-- i: [TI] PROTECT EXISTING TYPE 170 CONTROLLER. ;:,7 ¢8 'J' n( r.;;i 2 ,._ rt. O --)J-~ ,...~ ~ PROTECT EXISTING TYPE Ill-BF 120/240V SERVICE IN PLACE. I ----- ' l><. -<-.. ~ ~7 ¢2 - \ I v- ¢5 0 / C\J/ ----¢i / ~--I 1..-"'" G] REPLACE R34 WITH R73-6. I k----------- -~I ¢7//1 f-~ -"----0) I I/I II I I I 8J7L ~ E 1/1 - - . lO I //'£=~------- N 55· 14' 05" W ---- -.,/1 ~ / f 'l '~ I _1 8J7U ~ E I<-~-~ t_::--"""-------- ----A I\ LIJ -_,- I \ I \ I I I I 5'<+----+-l¢7-JI •t I _I I _I ~ El _1 3I5U 1¢41:B N : <-'LI ...J 13 r-. E ~-~ --J[' ~ .t----------- 1 Ir { ..... ¢4p ..... ,-<. :..: o~ n IO E -/a-------,_._ ' y ¢2P I ¢4 '-._,t,p, ~-:-1..,1----------- A I O I\ ---I -i- __J ---X I ...J 01 3 1 I Q_ I s X 51 /8 0 I- n {,.,@ .... -wi1 ,'1.,,..-- -~'f --r -4 9 J WARNING HIGH AND LOW RISK UTILITIES CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AND MUST POSITIVELY IDENTIFY ALL HGIH AND LOW RISK UTILITIES BY POT HOLING AND FIELD VERIFICATION OF UTILITY DEPTH AND LOCATION PRIOR TO CONSTRUCTION PHASE DIAGRAM ¢BP <::J---t::>- CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ¢BP ---=:J c:---zI 13. 5.78 I 4.28 I 13.6013. . \_!51 ¢SP \_!51 ¢7 ¢8 m m I 0 \ m \ =>+ r-:>._ I -- -----.:::-----I _I I ,_,1,_11 I I I 2I2U I 2I2LI 2I3U ¢~ I ! Er(IST 41C, 1-12P #!19 S16 TO NORTH Wj::ST RAMP. SCALE 1 :200 . ¢6 ¢SP OR ¢6 ¢2 ¢~ ¢2 ¢2P . PROJECT: r _) ¢3 ¢7 r OR _)¢4 ¢2p ¢3 <::J---t::>- ¢4p HOSP IT AL ROAD AT NEWPORT BLVD RIGHT TURN LANE TITLE: ¢8 ¢4 ---=:J c:--- ¢4p ALL EQUIPMENT ARE EXISTING UNLESS OTHERWISE NOTED A BICYCLE PUSH BUTTON (R) RELOCATED PUBLIC WORKS DEPT 1--TH-IS_P_l.AN_IS_S_IG-NED_BV_TH_E_CllY_O_l'_N_EWPO_RT_BEAC_H__, SIGNAL &: LIGHTING l'OR CONCEPT AND ADHERENCE TO CITY STANDARD ANO REQUIREMENTS. THE CITY IS NOT RESPONSIBLE l'OR DESIGN ASSUMPTIONS AND ACCURACY. PROJECT NO. NB 993001 DRAWING NO. (!) z ~ l:r: 0 ~ !I w Q.. ID ~ :::J z (!) • .... ~z .<\. <! .... a~ - 0: w ro ~ -, ti\ 4 z ~ D ~ ' ~ u ui I • 2 g 11 0 1 ~ 0 u 0 ~ 0 -z 5 ,. " s "' ,. 0 " n , 0 z > 0 " ~ ~ I I •/ , • • C .. j :i I• i [ a 2 a ~ ~ a " ! i -" ' ~ .. • . ,; ... :.,.··· < ' ' • ; • ., ',_ ' ~ . . I- A 0.. ::.: ,c:t ::.: < 0 I() -I() --... 0 ' ..o· ... ' I() 0 co ;::: E: M (\J ~ r---O'.) E: ru M J 0 0 0 (\J + (J'\ 0 (\J + (J', Lf) (\J + (J'\ OSPITAL SCALE 1 :200 EXIST TC I ------1--- ROAD 1 - ij /, -r---'° + (J'\ - :3 a:: (/) z <[ Q:'. t- _j <[ u . O'.) E: ~ M CONSTRUCTION NOTES: 0 0 0 0 ® 9 @ I 100MM \./IDE PAINT DOUBLE YELL □\./ LINES AND INSTALL RAISED PAVEMENT MARKERS PER CALTRANS STANDARD PLANS, A20B, DETAIL 22. 100MM \./IDE PAINT \./HITE LANE LINE AND INSTALL RAISED PAVEMENT MARKERS PER CAL TRANS STANDARD PL17NS, A20A, DETAIL 9. 200MM 'v/IDE PAINT 'v/HITE CHANNELIZING LINE AND INSTALL RAISED PAVEMENT MARKERS PER CAL TRANS STANPARD PLANS, A20D, DETAIL 38. 300MM 'v/IDE THERMOPLASTIC \./HITE LIMIT LINE OR CROSSWALK LINE PER CAL TRANS STANDARD PLANS, A24E. 'v/HITE THERMOPLASTIC • .:J" • MARKING PER CAL TRANS STANDARD PLANS, A24A, TYPE IV (L). 'v/HITE THERMOPLASTIC • )It • MARKING PER CAL TRANS STANDARD PLANS, A24A, TYPE I (3.05M), 'v/HITE THERMOPLASTIC • + • MARKING PER CAL TRANS STANDARD PLANS, A24A, TYPE IV CR). 'v/HITE THERMOPLASTIC • □NL Y • MARKING PER CAL TRANS STANDARD PLANS, A24E. 100MM \./IDE PAINT \./HITE LANE LINE EXTENSION PER CAL TRANS STANDARD PLANS, A24D, DETAIL 40. 200MM 'v/IDE PAINT \./HITE LANEDROP LINE AND INSTALL RAISED PAVEMENT MARKERS PER CAL TRANS STANDARD PLANS, A20C, DETAIL 37B . \ u... □ a::w <I:z w ....... _j _j u t-£ ....... (Y)~ ci-1 -- I I I I I_/ ----;-- - EXIST CROSS\./ALK I l EXIST TC lo I ----EXIST STRIPING r~ / 1- , N 86" 14' 05" W--~--• ' ' Qf-----1---~ __-~10+00.00 HOSPITAL RD -----+i1-(J--f=====~---+- 4 t-l Q- -I 40+16.268 NEWPORT BLVD I ' \ 'f"- \ I I I ~ I I I I I I i i I I I ' - I I ' I I ' I I f I i i NOTES: I _--,. EXIST CROSS\./ ALK---... I I I +a ,0 I ' -i I ,-- I ' I ' ! I i ' I I ' ' I ' I i I ' ' I I I ' I ,-' I I ' ' I I ' I i I I I ' I i 1. REMOVE ALL EXISTING STRIPING AND PAVEMENT MARKINGS THAT ARE IN CONFLICT \./ITH NE\./ ST.RIPING AND PAVEMENT MARKINGS LAYOUT . 2. ALL STRIPING DETAILS, MARKINGS, ETC., SHALL BE PER CAL TRANS STANDARD PLANS JULY, 1999. 3. ALL 300MM \./HITE DR YELL □\./ · STRIPING SHALL BE THERMOPLASTIC, UNLESS OTHER\./ISE INDICATED. 4. ALL PAVEMENT MARKINGS, INCLUDING ARRD\./S, LEGENDS AND LANE LINE EXTENSION THROUGH INTERSECTION SHALL BE THERMOPLASTIC, UNLESS OTHERWISE INDICATED. 5. ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TD SLURRY. 6. ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS COVERED REFLECTIVE FACES DR BE 3M SERIES 290 MARKERS. 7. ALL NON-REFLECTIVE PAVEMENT MARKERS SHALL BE CERAMIC. 8. ALL STOP BARS TO BE 300MM \./HITE AT 1/2 DELTA UNLESS OTHER'v/ISE NOTED. PROJECT: HOSPITAL RO [fLTRANSPERMITPLANS AT· NEWPORT B V~AY 172001 ATT.ACHEDTO RIGHT TURN L..AJt'4_'E''TNOD0-QJ l(.. • PUBLIC WORKS DEPT • TITLE: STRIPING PLAN SHE:l;:T 6 of.:: 1 7 T-5S7o-5 ~'Z... _J