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HomeMy WebLinkAboutT_5431_SPOLE SCHEDULE STANDARD NO. TYPE HEIGHT TYPE 15 30' 2 I-A 13 19 -2-70 30' r---... 4 PPB 31 10" 5 TYPE 15 17-3-70 30' 0 I-A 10' H.P.S.V LUM IN AIRE SIG M A LUM M.A 90°WT-OFF TYP-E 12' 200W 25' 12' 2OOW 121 2OOW 20' 12' 200W ISNS PALM ST SEE l!I e BICYCLE PUSH BUTTON AND SIGN P~D TRAFFIC SIGNAL POLE © LOCATION INSTALL 6' PED.. REMOVE EXJS,: a.RB AND BARRICADE PER TIO. a: 1/ACCESS RAMP PLAN ES-SA WITH',. o R49 SIGN ',/fl ------·::-'• .· ''::::11:· ::::;:-':,.-.-,,~;SAWCUT EXIST. PCC -:-:-:-· ••• -.:-,:1:,,!!l. AND REMOVE CURB :;:;,::,.;:::::::\!fifii'I Sl>EWALK AND ACCESS :-:fil':'tit:I\ \ RAMP. ----- SAWCUT EXIST. PCC SPANDREL AND REMOVE l'TYP. a: + fil ~POLE@ II"------- SIG M. T.G VEHICLE PED SV-1-T TV·l·T S P-1-CS MAS SV-1-T SP-I-CS SV·l-'I" SP-e-c MAS TV-1-T S~ -TV·I-T SP-1-C. CONSTRUCT MOOIFIED -ACCESS RAMP =::::,:,:~""-"•:• :=:t ( T'/1? t1ti1:r ~R CONSTRUCT SPANDREL AND MONOLITHIC CURB CONSTRUCT MOOIFIED ACCESS RAMP AS DIRECTED BY ENGINEER AS DIRECTED ENGINEER BY I I f l_z •-I POLE(D I L , DETAIL 8 ~ (5) i -·i----__ ------~ ;:. ,o= 1 I ------...:; ~ 24" PARKING a PB__., .)11'1011.1 °'""'-FERRY -. INSTAIJ_ Slt::N - 1 96" • POLE 0 I f I DETAIL C PPB REMARKS POLE LOCATION PHASE ICIUAO A B C 4 4 E w w .1 j--s A ECR ' cfl • I POLE ~~- 2.5't 7.0' - C 7At=- ~1" ... -a:=-"1, --'( g LOCATION 5.0' 2.5' 4.d• '5.0' 2.0' 2.0' 2.0' 4.d 4.0' BALBOA /EX. STREET LIGHT CONDUIT t-;;.:::::::::::h~====.:-:.:-. , -. . w CONSTRUCT AC RAMP TO JOIN v EXISTING AS DIRECTED BY ENGINEER. ~ •ffftt)Jl~T ,:::::::::,:::::::::::::•:-, --CONSTRUCT MODIFIED ACCESS RAMP POLE(3}__ :}f;,t;.,_,;::::, ,t AS DIRECTED BY ENGINEER. -•i~:::i EXWTONG pee, POLE~ I AND REMOVE. I ; CONSTRUCT SPANDREL AND t; ~ MONOLltHIC CURB. -... X ... z 5 ., ,_ l.,J l.,J Q: ,_ Cl) 1-....., I EX. ASPHALT -l.._,._ DRIVE f ~ 9 DETAIL D 13' 04-P·I [l I , 17' !j • 17' -r--........:. ' a' 1--c__ 21' I IA I j ' ' I , I I GENERAL NOTES I ALL W~K, MATERIAL AND EQUIPMENT SHALL CONFORM TO Tl£ REQUIREMENTS OF THE STATE OF CALIF, DEPT OF TRANSPORTATION,STANDARD PLANS AND STANDARD SPECIFICATIONS D4TEDJUIYl984, AND THE SPECIAL PROVISIONS OF THIS PROJECT. 2 UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXT.ENT OF A',AILABLE RECORDS AND KNOWLEDGE THE CONTRACTOR,HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DA MAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERI/ICE 3 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONS T'1 UCTION IT SH l).LL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALt PHASES OF CONSTRUCTION WITH Tl£ VARIOUS UTILITY COMPANIES INVOLVED 4 THE ENCINEER SHALL APPROVE THE EXACT LOCATION -OF ALL PULLBOXES, CONDUITS, DETECTORS, AND POLES l'I THE FIELD 5 ALL NEW PJLLBOXES SHALL BE No.5 6. PEDESTRIAN SIGNALS SHALL BE TYPE C. 7. ALL VEHICLE INDICATIONS SHALL BE 12" WITH GLASS LENSES. BOULEVARO 8. ALL LOOPS SHALL BE 61&61 WITH 101 SPACING IN THE DIRECTION OF TRAVEL UNLESS SHOWN OTHERWISE. 9. CONTRACTOR SHALL INSTALL NEW OR REMARK ALL STRIPING, PAVEMENT MARKINGS, CROSSWALKS ETC. AND SHALL BE THERMOPLASTIC FOR A DISTANCE OF 100' IN ALL DIRECTIONS FROM THE INTERSECTION . IO. POLE MANUFACTURER SHALL SUBMIT CERTIFICATION THAT POLE IS DESIGNED TO ACCOMMODATE THE LDADS SHOWN . I 0 r--- • - --, , 02Pfs\ \.::..) /EX. STREET LIGHT CONDUIT ...... _______ .,.. __________ ..., •. tl2P -- 02~ n=-1-~ 102 I 10 II I -02 __J - .... ,_ __ --------.r"-- 1"4p ",n ai w ~• =:-::=::-:==-==-:===r=== 12" CIP WATER I ._J " LJ ~ 0 0 ~ ---- i 24"\3on . ' 800 U.C. LETTERS ---s ---------------/_ , , n ~ --,2s· To x-WALK A n ~ .,. / ,' bJ--~ ---= --S --'.""l>-::::':::-::==-==-:=!!::=-t1:~= ----_ _.:! I --15" SEWER DETAIL A POLE@ ISNS INSTALLATION ( NT. S.) I CDND, ICTOR SCHEDULE 0 14 3 3 04 02P 2 2 04P - 2 02PPB 04PPB 3 3 2 2 3 6 6 2 4 4 -2 I 2 ~s 3 3 3 3 6 IS N.S 2 2 2 2 2 ~~ I I I I 2 OTAL I" I::, 18 12 34 D2-C-l 02-P·I 02-C-2 I I I I I D.L.C.r----,--+-;---t--;--r--i---t--r---1 TuTAL I 3 2 -'5 INTERCONNECT CONDUIT SIZE 2" 2" 2" 2" 2-3' , . ,. / 1 qH~:,.....ccl2~5_'T~O~S_T~O_P_B_A_R __ -= -- ---.:~ .. ---- ISi r--, I j . EX. STREET LIGHT CONDUIT PHASE DIAGRAM 2 3 4 ♦-----► . ♦-----► ... •+t "'I I iii I I + ... 5 6 7 8 DETECTOR SCHEDULE• SENSOR CHANNEL =• ECroR I 02-P-I 2 02-C-i 3 02-P-2 4 02-C-2 2 I 04-P-I 2 SPARE • RACK MOUNT DETECTORS WITH ADJUSTABLE TIMING. CALL HOLD 0-5 SEC MIN I CALL DELAY 0-50 SEC MIN. --' -- \1112" C AND I D.LC. REVISIONS, _ Qs_'Builrs-.~--. -------- --~~ ----~-- ------ r-------- ---~-·--------- :E ...J <t a. I I - ---I/ #&PB I I 18.5 1 I 12.5 I ,-L, ' ' ' ' e' 15,5' . I 15.5' I ----,-------. - -,-----,----, 'I 2 "o -----------------;-----------.r~~--- .• .. ,•,· 6_/4\ \~~ I~ ",n ai --'11/211 C., 7#14 AND I D.L.C. I I " ,.-ll'z C AND 3'1t8 B' I FROM EDISON VAULT TO SERVICE. " lj. PLANS ~REPARED BY 0 Iii D 3190 C·I AIRPORT ~OOP DRIVE ~ BASMACIYAN ·DARNELL, INC I COSTA MESA CA 92626 (714) 557-5780 • - '---EX. STREET LIGHT CONDUIT CONSTRUCTION NOTES INSTALL MULTISONICS 820-20 CONTROLLER WITH AUXILIARY EQUIPMENT IN A TYPE "M" CABINET (SEE SPECIAL PROVISIONS) ISOLATION RELAY(S) ,LOGIC AND ADJUSTABLE DELAY TIMERS TO BE PROVIDED FOR INTERCONNECT OPERATION . INSTALL MODIFIED TYPEn 120/240 VOLT SIGNAL AND LIGHTING SERVICE EQUIPPED WITH A 40 AMP SIGNAL BREAKER, 30 AMP LIGHTING BREAKER AND 15 AMP LS.N.S. BREAKER. CONTACT JOHN AT (714) 895-0044 WITH SOUTHERN CALIFORNiA EDISON CO~PANY. -Mc MANN EXISTING CONCRETE STREET LIGHT POLE AND LUMINAIRE. CONTRACTOR SHALL MODIFY EXISTING STREET LIGHT CONDUITS TO PERMIT INSTALLATION OF POLE @ OR @) . EXISTING POLE FOUNDATION TO BE REMOVED COMPLETELY, CONDUITS REVISED AND. •s PULLBOX INSTALLED. EXISTING STREET LIGHT CONDUCTORS SHALL BE REMOVED AND REPLACED TO NEXT STREET LIGHT IN EACH DIRECTION FROM POLE TO BE REMOVED. INSTALL ILLUMINATED STREET SIGN PER DETAIL "A': INSTALL 11/2" C. AND 7 •14 TO CONTROLLER AT SOUTHWEST CORNER BALBOA BLVD AND MAIN ST. (APPROX. 510'). INSTALL WIRING AND FUSE IN CABINET FOR INTERCONNECT OPERATION. REMOVE AND CONSTRUCT PCC ACCESS RAMP PER DETAIL "B". CONCRETE COi.DR TO MATCH EXISTING. REMOVE EXIST. PCC PAVEMENT, CURB RETURN, AND SIDEWALK AND CONSTRUCT ACCESS RAMP, CURB ·RETURN AND PCC WALK PER DETAIL "c''. REMOV~ EXIST. PCC WALK AND RAMP CONSTRUCT NEW ACCESS RAMP AND SIDEWALK PER DETAIL 11 D11• SANDBLAST STOP MESSAGE AND REMOVE STOP SIGN INSTALL s" PED. BARRICADE PER STD. PLAN ES-GA WITH R49 SIGN . "APPROVED FOR CONCEPT & ADHERENCE TO CITY STANDARDS AND REOUIRE- ·MENTS ONLY. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY." APPRC7,/ED ~~fl~£-, "IRAFFI ENGINEER R.E. NO. 22045 DATE di@_ ;27, /991 ; DESl6NED DRAWN CHEa<ED DATE CITY OF NEWPORT BEACH TRAFFIC SIGNAL PLAN BALBOA BOULEVARD AT PALM STREET " T-5431-1 I '\