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HomeMy WebLinkAboutR_5544_SCITY OF COSTA MESA VICTOIIA . tl :'l " • > • • 0 • • • • SI 0 C E • • Cl TY n OF I NEWPOftT llEACH 0 C, C :, :: .. C q " <l 0 .... ....'\ ......... \ I 0 ~ •.i.c1,1c v, MIMOIIA U C o ,o .... . . ' (!/ 110. i --.) ti I .. _ :,s _ _, • I I I -..:::::: ---.:: ~- -04 \ '------..:; . o,. .. , VICI N ITV l\,1AP J. LOCATION ~~ ) ~-,./ "-'t, -----' ¼ 0 II• lf2 31• 1 k-0 ,_ I GU.,oHIC SCAlf IN MIUS SYMBOL LEGEND -0-PO\'JER POLE 0 MANHOLE 'Cf Fl RE HYDRANT a METER BOX --0--VALVE E-POWER POLE ANCHOR h. MONUMENT -x-x-FENCE BLOCK WALL TREE ..a.LY.b ..a ASPHALT PAVEMENT ~_n BRICKWALK 1. . . . I L::C:.C.:..c.:J CONCRETE ~ ::l 1<.<,.,.,.....,..0/d BU IL DI NG ~ -----EXISTING CONSTRUCTION NEW CONSTRUCTION -·-II· CENTERLINE ____ ,,_ SEWER LINE ---•-w-WATER LINE --r;-GAS LINE -£-POWER LINE -rr1.-TELEPHONE LINE -rv-CABLEVISION LINE -5P-SPRINKLER SYSTEM STREET LIGHT EMERGENCY TELEPHONE • AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPA!'IY PACIFIC TELEPHONE COMPANY Cf TY OF NEWPORT BEACH{PUBLIG-UTILITIES) COUNTY SANITATION Dl<;TRICTS GROUP w· CABLE OF CALIFORNIA COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT '<-'k'-:c-J, ~ ~- NUMBERS NUMBER 634-0251 895-0221 999-5715 644-3011 962-2411 EXT 222 642-326g.,.. 720-2056 1-800-422-4133 NAl'!IE CITY NJEWPORT PUJBJLIC WORK§ OF B]~ACH ID JE JP ARTMJEN1r . STREET IMPROVEMENTS FOR FERRY ACCESS RAMP PALM STREET PLANS AS 81./11..T B ElNCI-IMARK: AT BALBOA, 0.7 MILE EAST OF NEWPORT BEACH GRAMMAR SCHOOL, AT THE "T" JUNCTION OF BALBOA BOULEVARD AND ISLAND AVENUE, 44.8 FEET SOUTH OF THE CENTER wioo~ 18Jrulfumee~, llimc. CIVIL ENGINEERING•261·1199 OF THE ENTRANCE D06R TO THE NEWPORT HARBOR PUBLIC 18001 SKYPARK CJPf"'LE. • SUITE K ,, IRVINE • CA • 92714 LIBRARY, 8.2 FEET WEST OF THE WEST CURB OF ISLAND AVENUE, 5. 4 FEET NORTH OF THE NORTH CURB OF BALBOA Q BOULEVARD, FLUSH WITH THE CONCRETE SIDEWALK AND ·-A r. SET IN THE TOP OF A CONCRETE POST. ~ ,Y ~ 0-C.5. 8.M. L 782-e~E.V. 7.382 (197h) _R,_'O_B~E.-R_T_L ___ l-!-l_'O_O_O!_N_a...;s ___ R'-.c-_-l,-r_q"-3_7_0_1,,_ I I - I -'c,<;;; LJA TEi /, 30.86 /ILW LD, DATC BY 1. 2. 3. 4. 5. 6 . 7. 8. 9. 10. 11. 12. 13. 14. GENERAL NOTES THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS AND THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2985 EDITION AND SUPPLEMENTS. b STATIONING REFERS TO CENTERLINE OF STREET. ' ' EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL ELEVATION IN THE FILED PRIOR TO BEGINNING CONSTRUCTION OF FACILITIES. CURB DATA REFERS TO FACE OF CURB. RECORDS. THE LOCATIONS AND THE NEW ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS AND DRIVEWAYS. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISI0t1 AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMFLETION OF ROUGH GRADE. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AT 644-3311 AFTER PLACEMENT OF FORMS AND PRIOR TO PLACING ANY CONCRETE FOR CURB & GUT1•ER SO THAT THE FORM LOCATION CAN BE CHECKED TO ASSURE ITS COMPATIBILITY WITH EXISTING CONSTRUCTION. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEP'.'.H SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF TP::l S'.<OUND OR OTHER EQUIVALENT MEANS, TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORKS AS DESCRIBED IN NO. 9 ABOVE FROM CAL/OSHA. ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER CITY CF NEWPOR.T BEACH STD. 106-L. I THE CONTRACOTRS SHALL REQUEST INSPECTION FROM PUBLIC WORKS 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. (644-3311). THE WATER MAINS SHALL HAVE A MINIMUM OF 30" OP COVER PROM SUBGRADE. ALL CONCRETE SHALL BE 560-C-3250 CONSTRUCT/ON NOTES 0--sAWCUT l; REMOVE EXISTING CONCRETE PAVEMENT AS INDICATED, r:;:;:.,____REMOVE EXISTING WOOD RAIL FCNCING AND REPLACE IN KIND AT NEW ~ FINISHED GRADES (SEE PED. FENCE POST FOUND. DETAIL HERE.ON. QUANTITIES 2345 S.F. & ti&----PROTECT EXISTING "AUTO FERRY" SIGN AND LUMINAIRES IN PLACE, ~ ADJUST VE/IT/CAL CLEARANCE SIGN TO 9'-10 11 FROM NEW FINISHED GRADE. r::>,_/NSTALL NEW /1/4!'~PVC CONDUIT 5CHEDULE 40 W/2-#8 CU TO NEW PANEL AT V METER PEDESTAL AND CONNECT TO A 'ZOA/2P c.B. ,:::-.~REMOVE GRATE INLE~S; PLUG AND ABANDON STORM DRAIN CONDUITS ~ IN PLACE. _ . . __ (';\__CONSTRUCT 6" THICK f".C.C. PAVEMENT PER CITY OF NEWPORT BEACH V---5TD. PLAN NO, /09-L, EARTHWORK IMPORT BORROW . L.5. L.5. L.5. L.5. 2345 s.F. 14 2 C.'t: STREET IMPROVEMENT PL.ANS FOR fil:VISED NOT£ '2. ADDED MIS £J£TAIL5 6 Sf'OT ELEVATIONS. R VISED .STORM DRAIN. DESCRIPTION REVISIONS APP'O DESIGNED 5.S CHECKED s: 5. DRAWN 75 DATE 10-7-85 FERRY RAMP ACCESS • PALM STREET CITY OF NEWPORT BEACH BUILDING DEPARTMENT SSEET j OF 2 as-193 F-10 • -: . _, --· __ ,___________ - + ---· • ■ f ; --j -;-:t=_ •-. -i 1 -: . ;_ . . t· __ -., : --. -' ----i---1,'. ~--:-:-. • - + --• -- I l . ..____ .__ ~ -t +-- ---·-:r--. --• :--_ ! __ :;: ' -, : ' _, f -_ -•-. ' J 2/76 DIETERICH-POST CLEARPRlNT -... : ·-. -· -1--1 ·' ! I t r , I i l /+00 '·. FERRY ACCESS RAMP SCALE + - • ~--! .,-_ 21-00 = -T--1. ' ' CIVIL ENGINEERING•261-1199 18001 SKYPARK CIRCLE • SUITE K • IRVINE • CA • 92714 -~). .. ROBERT l. WOODINGS, R.C.(,) :!370u --I • ' .. -. ~ -, -----• ---. -- -_ ; ---_ ----• -,- •-• --. t ' --·. • ·.:. j --: • j . . ' -. .. _, j -+-I --; + • ---, ·=i ' -. = . --- ---I VERT. 5c;?tE /'L,f-' //'7RIZ. SC/l{E /'!,/tJ' --1 -----l . ,- L --' i CONSTRUC~ON NOTES __ , -;- - -· ,,.Q-~~Af D_V:_,_';..X~f!_'.l~~ET:,_ PA":3M!IIT _ AS ~:!DIC!-TElJ:_,,...-_ ·v-~ REMOVE EXISTING WOOD RAIL FENCING AND REPLACE IN KIND AT NEW ,-~ -FINISHED GIIADES (SEE PED. FENCE POST FOUND, l!ETAIL HEIIEON, -c;;;,____PIIOTECT /:XISTING "AUTO FERRY" .SIGN AND LUMINAIRES IN PLACE, / ~ ADJUST VERTICAL CLEARANCE .SIGN TO 9'-IO" FROM NEW FINISHED GRADE. __ ~INSTALL NEW I¼" ,f, PVC CON0/1/T .SCHEDULE 40 W/2·#8 C/1 TO NEW PANEL AT ( ~ METER PEDESTAL AND CONN/:CT TO A fi!OA/2P C./3, __ ,.___, ,. ,. __ / -~r.._ • ,\ . _ _,., ______ / ~--__ _,. _, --., (";\__ -REMOVE GRATE INLETS, PLUG. AND A/3ANOON STORM DRAIN CONDUITS \.:'_,,r-IN PLACE. 0-CONSTRUCT 6" THICK P. C.C. PAVEMENT PER CITY OF NEWPORT BEACH .STD. PLAN NO, ID9-L. AS 8UIL7" APPROVED ~ ·~====~===~====~R:E:V/:S:ED::M:O:TE::2:.=A:D:D:E:D:M::,s:c:.==:,c;:~{~,:;:_=~~NG/NEER l.30.BG R LW .i'.c, DETAILS 6 5POT ELEVATIONS. e/,;Y~ • R.E. NO lG. 1'J f STREET IMPROVEMENTS FOR FERRY ACCESS RAMP-PALM ST. l--'.:-='.:::'.'.+='-1----='--¼H~E~V/'?!S~'E~D~.S:gro~R,f,M~O~R.!,!A~IN'if-. '----f''-"-'=-tDAT" lf_" I - -IA /VJ}!~ DATE BY DESCRIPTION REVISIONS APP'D. DESIGNED S.S . CHECKED s.w. DRAWN r.s. DATE 9-2-85 CITY OF tJE\'JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 2 OF 2. .;,II 85-193 F )o I\) -• ADAMS CITY OF COSTA MESA 1/IClOIIA r-1 ··-•-z I " '" \ ~ "' L,\ ... ~-) I ,- (' ; . ti ~ 0 > • Av! • 0 • • • % 01.t.NOI CO.t.S l 0 • I•" f I CO lL IG I I----~'/ f-------lOIANGf C JAIi GI 51 > • • N . \ .... ,,,., "'' U C , 0 MIMOIIAl ..... I: ' ""';,£-....!!R.!!D:,_,. ..._ __ \ • I _.., _...., OF CKTY NEWPORT PUBLKC WORKS BEACH IDJEPARTMENT STREET IMPROVEMENTS ' 'FOR WASHINGTON STREET BAY AVENUE PALM STREET 26" /(7' PLANS ' .. ., / 0 ~,fil'i~~ I CJ.44 C E o. .J_,. ~ -. -----• VICINITY IVIAP ,,. 0 ,,. 1/2 3/• 1 fE--=-== Gl,t,,..IC SC.t.Lf IN MILES SYMBOL LEGEND -0- 0 'Cl □ -0- E- POWER POLE MANHOLE Fl RE HYDRANT METER BOX VALVE POWER POLE ANCHOR b, MONUMENT -><-x-FENCE BLOCK WALL C~ TREE !J'-,'M SHRUBBERY /o/ .c.A-..a.e.-ASPHALT PAVEMENT ~B BRICK WALK 1 ... •.• . I L·c:_ __ ;.J CONCRETE ~ ::I ~~-~ ... .a BUil DING -----EXISTING CONSTRUCTION NEW CONSTRUCTION -·-t-CENTERLINE ----s-SEWER LINE -···-w-WATER LINE --~-GAS LINE -E-POWER LINE -r,r,-TELEPHONE LINE -rv-CABLEVISION LINE -SP-SPRINKLER SYSTEM ;1_ STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIHC TELEPHONE COMPANY CITY OF NEWPORT BEACH(PUi:JLI C· LJT I LITI E 3) COUNTY SANITATION DISTRICTS GF<O~f-\I SA:•LE C~ilLE 0" CAL,F,JRNIA COMMUN!TY CABLEVISION UNDERGlOUND SERVICE .ALERT '·· ) l NEWPORT BAY --- C\l 0 f-= z (f) 1-. ~ w EAST w ...J ::i::: <t: U)l Cl.. BAY AVE. SHEET NO. 3 z ~ ,;t- 0 (.9 z z I-I w (f) w ~ ril5 2'.5WK CA5E#EJ/T 6 W/IS/1/,</tlTtJ,(/ STlfEET 3 EDGEWATER PLACE SEE PLAN NO. g,4y /if'EA/t/£ I ~ i--3'.5/f/,<:' E45E#£,I/T INDEX MAP ,,VOT TO .SC,4L£ CONSTRUCTION 0-sAWCUT & REMOVE EXISTING CONCRETE PAVEMENT CURB AND SIDEWALKS. EXCAVATE TO NEW SUBGRADE. ©-PROTECT IN PLACE. 0--coNSTRUCT CONCRETE CURB & GUTTER (TYPE A) PER CITY STD. DWG. NO. 180-L (6"Cr.)WITH MOOIFl/:0 6UTTl:R HIKE UP AS SHOWN PER PLAN. G)-coNSTRUCT CONCRETE SIDEWALK PER CITY STD. DWG. NO. 180-L. ©-COAl5TRtlCT #0/J/FIEO Ct7.-VCR.fT£ COMMERCIAL l7Rli"EW1Y A?PROACII TYPE f PER CITY .f'TLJ t7JV6". ,<10. /6t7-L . ©-coNSTRUCT 6" THICK CONCRETE PAVEMENT (3250 PSI) PER CITY STD. · DWG. NO. 109-L. 0---ADJUST EXISTING MANHOLE, PULLBOX AND/OR WATER VALVE BOX TO GRADE. TO BE REMOVED. • CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 181-L CASE "t.". CONSTRUCT CATCH BAS.IN, CURB INLET TYPE OL-A W = 3.5' PER CITY STD. DWG. NO. 305-L. @-coNSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 304-L. z~~NSTALL 15' A. C. P. CLASS IV STORM DRAIN PIPE BEDDING PER CITY ... STD-~ DWG. NO. ·106:.:::__r--,---------~-~ ~.,.,.-----~----~~ NUMBERS NOTES 'i',/pE-<' rl ... _ .. ·~'.-• .a•··· 4 -~~_,~f = ,PAL# .5'7.REET @-coNSTRUCT VARIABLE A.C. CAP OVERLY. @-INSTALL 6" V.C.P. SEWER LATERALL & CLEANOUT PER CITY STD. DWG. NO. 406-L. CONSTRUCT SADDLE CONNECTION PER CITY STD. DWG. NO. 405-L. 15 REMOVE EXISTING 12" DRAIN AND PLUG PIPE. CONSTRUCT CONCRETE CURB TYPE "B" PER CITY STD. DWG. NO. 182-L. 'CONSTRUCT MODIFIED INLET TYPE OL-A P/:R DETAIL, SHl:ET 4-. 18 INSTALL GATE VALVE (TIDE GATE) /1/ATER#A,I/ Mt7.0EL P-30 OR .4?/"ROYE.0 E(l. Z. 19 CONST. PIPE OUTLET THRU EXIST. HEADWALL PER DETAIL SHEET 4. PLUG 15" A.C.P. STORM DRAIN PIPE WITH BRICK & MORTAR. @-co,<15,: l"IRE f/YORAJIT A55E#BLY ?ER CITY i?J1'C. J/0 -!iOO-L. ~IN_STALL I" WATER SERVICE i METE/i:l"EI?. CITY OWG. NO. 502-l ~o/N~T. ,JVNCTIOIV STRtlC!f!RE_,VO.'l_f'_ER CIT'!_!7D. 3IO~L, 4 ~El~IL 11_'=!!!5?!:_j /.{Jf~:::. G0/15!... COtl'C:..,A!ICIIOI<' PER _!)c_TAIL _OIi 51/EjT' ,1., -• ---TIOE GATE /IVSTALLAT/tJN NtJTES • @ CUT ll,/'<P OPENING THROUGH ACCESS COVER FOR SLIDE GATE KEY. ' 15" CAST IRON SLIDE GATE, WATERMAN P. 30F, FLAT BACK, NON RISING STEM W/BRONZE SEAT. JNSTALL FOAM GASKET. @) BENCHMARK AS NUM 8 ER NAME O.C.S. L 782 ELEV. 7.382 (1976) / 634-0251 895-0221 . 999-5715 644-301/ Al BALBOA, 0,7 MILE EAST OF NEWPORT BEACH GRAMMAR SCHOOL. AT THE "T" JUNCTION OF BALBOA BOULEVARD Woolsey lEngmeeriruJ, Inc. 962-2 411 EXT 22 2. 642-3260 720 -2vcC 1-8U0-422·4133 AND ISLAND AVENUE. 44.8 FEET SOUTH OF THE CENTER bF THE ENTRANCE DOOR TO THE NEWPORT HARBOR PUBLIC LIBRARY. 8.2 FEET WEST OF THE WEST CURB OF ISLAND AVENUE. 5.4 FEET NORTH OF THE NORTH CURB OF BALBOA BOULEVARD. FLUSH WITH THE CONCRETE SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST. CIVIL ENGINEERING•261-1199 , 1 IRVINE • CA • 92714 t2ar: .V, 19/JS PATc 5'-4'' .... GEll[RAL IIOTES I. TIIE COIISTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL COMFORM TO THE REQUIREMENTS OF THE IIEWPORT BEACH COMSTRUCTIOII STAIIOARDS AND TIIE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1905 EDITION AND SUPPLEMErlTS. 2. STATIONING REFERS TO CENTERLINE OF STREET . 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR-· SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION ANO ELEVATION IN THE FIELD PRIOR TD BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 4. CURB DATA REFERS TO FACE OF CURO . . ' 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHALL DE COMPLETE PRIOR TD PAVING OF STREETS AND0DRIVEWAYS. 7. PAVEMENT SECTIONS SHOWN ARE MINIMUM ANO SUBJECT TO REVISION ANO APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 8. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE ANO BROUGHT TO FINISH GRADE AFTER PAVEMEIIT IS Ill PLACE. 9. STATIONS SHOWN THUS [1mijfJ ARE SEWER LINE STATIONS AND ARE INDEPENDENT OF CENTERLINE OF STREET STATIONS. 10. SEWER, WATER, AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 11. STATIONS SHOWN THUS (0+00) ARE STORM DRAIN STATIONS AND ARE INDEPEIIDEIIT OF ALL OTHER STATIONS. • 12. THE CON1RACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AT644-3311AFTER PLACEMENT OF FORMS ANO PRIOR TO PLACING ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORM LOCATION CAN BE CHECKED TO ASSURE ITS COMPATIBILITY WITH EXISTING CONSTRUCTION. 13. THE WALLS ANO FACES OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES DR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 14. TIIE CONTRACTOR(S) SHALL OBTAib A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 13 ABOVE FROM CAL/OSHA. 15. ALL STORM DRAIN, SEWER ANO WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L. 16. P.V.C. SEWER MAY BE USED IN LIEU OF V.C,P. THE P.V.C. PIPE MUST BE MANUFACTURED PER A.S.T.M,'D3034 SDR35. ALL FITTINGS SHALL BE PREFABRICATED FULL-BODY FITTINGS. THE P.V.C. SEWER TRENCWSHALL BE BACKFILLED WITH A GRANULAR MATERIAL (SAND) TO 18" OVER TOP OF PIPE AND CONSOLIDATED BY FLOODING PRIOR TO COMPLETION OF TRENCH BACKFILL. 17. THE CONTRACTORS SHALL REQUEST rnsPECTION FROM PUBLIC WORKS 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. (644-3'.lll). 18. ALL DUCTILE IRON PIPE SHALL HAVE ANO MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATIONS. 19. THRUST BLOCKS SHALL OE INSTALLED ON ALL WATER MAINS IN ACCORDANCE WITH CITY OF NEWPORT BEACH ST0-510-L. 20. THE WATER MAIIIS SHALL HAVE A MIIIIMUM OF 30" OF COVER FROM SUBGRADE. 21. ALL CONCRITE SHALL OE 560-C-3250. GENERAL NOTES: STREET LIGHT GENERAL NOTES 1. ALL STATIONING IS BASED ON CENTER LINE OF ROAD 2. CONDUIT LOCATION TD BE PER STD 101-L. 3. CONDUIT SHALL BE 1-1/4" N□MiNAL DIAMETER P.V.C. CONDUCTORS SHALL BE NO. 8 AWG TYPE TW COPPER #8 AWG. 4. CONDUCTORS FROM PULLBOX AT BASE OF STANDARD TO THE LUMINAIRE SHALL BE NO. 8 AWG TYPE TW•C□PPER PER STD 204-L & 205-L. ,. CONNECT A NO. 8 AWG COPPER WIRE FROM EACH LUMINAIRE TO A GROUND ROD IN THE PULLBOX AT THE BASE OF EACH STANDARD PER STD 205-L G. SPLICES SHALL BE MADE'IN PULLBOXES BY MEANS OF END-TO-END CRIMP TYPE CONNECTORS PER STD 204-L. '7. PULLBOXES SHALL BE NO. 3-1/2 BROOKS PRODUCTS OR EQUAL, PER STD 205-L. 8. INSTALL A PAIR OF IN-LINE.FUSES IN THE BASE OF POLE PER STD 205-L. :J.. CONDUIT ENDS SHALL BE SEALED PER STD 204-L. /0. ALL CONDUIT, WIRING, CRIMPS, FITTINGS, PULLBOXES, LUMINAIRES, POLES ETC. USED ON THIS PROJECT SHALL BE U.L. LISTED AND APPROVED FOR APPLICATION USED, 11. ALL cLECTRICAL WORK SHALL COMPLY WITH THE LATEST AMMENOED EDITION OF THE NATIONAL ELECTRICAL CODE, ALL STATE AND LOCAL CODES, AND.,OITY STANDARDS. /Z. SUCCESSFUL BIDDIIIG ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS. TIDE GATE DETAIL 13.· LUMINAIRES FDR TYPE II AND TYPE IV INSTALLATIONS SHALL HAVE ENCLOSED, REGULATOR TYPE BALLASTS WIRED FOR 240V OPERATION. 4-10·86 l?LW ~ -Z-7-86 RLW & 1-30-86 RtW £, !!l-3· R.W. ill DATE BY 6 N. T.S. /4. STREET LIGHT POWER TYPE SHALL BE PER STD·'204-L .. /ff. THI: t/T/LITIE5 i?EPARTHEA/T Sf/ALL BE MJT/fiEt7 4'$ f/t7tlR.5 PR/OR TO WORK/,1/G OJI EA'l5T/,l/o STREET LIG/ITS SYSTEM. EXTEND STORM IJRAIN tl/JTFALL -/4 WA5II/NuTIJ/J 5T ,¢ 11/JIJ OGTAILS 7:,/% STREET IMPROVEMENTS PAVEMENT LIMITS !JAY WASHINGTON-SHEETS 1,.3 t; 4- DESCRIPTION REVISIONS APP'D. DESIGNED DRAWN R.1/. T, ,4.5. CHECKED DATE S.E.S. MAY/. tJG FUN ZONE P. M. NO. 82-?06 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET / OF 7 . I ----------------------- ------------. -·-•--------------------··------------------------·------------------------------------· ----==-----~------------------------------------------·------------ ---------------------- ------------- -·-·-----------1--· --·---· ----' -----·------------__ -_-------·-. ·-----·------------- ---: -------- 1---1----·--l ---------· .. --·---------- --- ------------•------ ----- -1---:-:::::-__ --' ----+----- -------•-------== --·------- -----------___ --·-·--------------- ---· '---·------·-------------. ---------·-•-----·------·-------------------------- ---------- - --------. --·-----·------------- _· --• -_---->--, ____ . ---·-----------. --' -------------------------___ -__ -=~ ==== ------!---+----------- -----------I==~==------------------· _-4- I I _J PAlM STA't:'.!=T STA. (J-l-(7CJ.00 STA. t?>'t?t?-t?t?" L:.dAY A//GNVG --14" o+oo 40' EAST B4Y .4//£ .5EE SIIEET A/0. 5 2/16 DIETERICH-POST CLEARPRINT --------------------- ------------------------------ 0+50 I II I Z'SWK----t EASM'T NOTE' ' 6T/fEET /MPKOYEMEAITS ,F,:?,K TIIE ft/EST$/Pe Or /;ifL,ff S?lf'EET ?.EK S'TKEET /Af?,,f'tJYEA1EAIT /"L.411 Al-" -- 6'/IT Al~--- ' " ' ------l-~t---+----8fftt----;:I---+--'--- NOTE: St;E: ARCH-Pl.ANS _SIIEET 4A FOR SIDEWALK. PAVINu AND TIUiEWEll D£TAILS PALM SCALE SEE PROFILE HEREON____., to JO ffi ® STREfT C&'A"VL' l?ATA ~ SEE DET/11 L ON Sf.IT. I FOR ADDl770NAL TIDE GATE NOTES. ©--,t. ~o. a:J' (J(J" @--d= !XJ•co·c.o· .R•-!.tl1 L 0 G.24' T:?,O' .R: 1.5.0' t.: .ZS.%' ~ /§.d' -...:.-i=-=--=- ---------------------- -· ------ ______ , • ' ----------------.. -----------------------, ------------· -------------• -• • . ---------_---__ -_--_---·------= ::---== --------------_-· __ _ __ ,_ =-------~--- - ---------------------__ , ______ - -. -• ___ --_, _______ -----------· -----------------------·----·--------------------------------~- -. --------------------------- I ' I I 3.ff' I Pi.JBLJC ACCESS EA5£MliNT I I I! If ----- ----------------~-----~------- 8t.llLT -------- ---. --= __ =_,= ___ = __ =_=c=.c '1"0'0011.§ey lEngmee~, I!Imc. 1--+---t---+-------------t----lA~()l STREET IMPROVEMENTS FOR CIVIL ENGINEERING•261-1199 , 18001 SKYPARK CIRCLE • SUITE K • IRVINE • CA • 92714 5-1-1985 PATc '2,Z-86 RLW l,30.86 RLW. DATE BY /?EV. 5lJ Al/6,V., //OD. J!J,J: "'/Tia' -1/./ ·c/TI' EJ/6/#EE.-f' ,7.•n'I 6A1t AOO ELc/". RAMP RATc' a,,'-,,,,4'>: R.E. N0~""-"/6=-'J'-'-'- REVISED STORM /JRAIN PLAN< PROF! DAT 2, / D C CLASS. ta,;..-. -s-r-L-r: L=>c"--r,o,-J -¼7',n; • "DESIGNED DESCRIPTION APP'D. REVISIONS . R,/-1. CHECKED -SGS DRAWN T,A-S. PALM STREET CITY OF NE\"JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET Z OF 7 I \ ----- i?.?. .? 6, t?. _c. ------ ----· 1=-=:-=~= -=~=~ ..• ·----==-==-==-~=····= --- -----·-·-··--- ----------- -!-----+-------------- - ---- ,--------, _---; ----____ - - - --------------------·---,---· ---:= , ____ ·_ '' ._,_---------=. =.===-c_ -----------= _--~:::,::~ --•==-,-.. -.-----_ =· -=--=~ _--= _--=-_:_ __ ':i ---. -I . 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J _J / -/ / :/' PALN ST.. 25' /7' ----·---------------- '/+00 17' I I co 1-----6, _____ -----------'---' <J -- ... 2 fl,~ ~. 6' ~ ~~1 ~ \ti //~-=======~"'=======~4 =~=la:a=========P.=.r=#=l7=s~a=B,=3=D=E ====II~\ 7 ( ' ' ~' NOTE: ~ SEE ARCH. PLANS SIIT. 4A FOR SIDEWALK PAVING ANO TREEWELL lJETAILS. I COAISTRt/CTIOA/ 0-$.IIWCLIT i_ RE#O//E EJ'l$T/tl/t: COA/CRETE r'A//EHEU,7:,, Cl/1?8 AUD SltlEWALl(.J'. EJC/1//ATE TO AIEW .S't/,!/6,f'AuE. @--P£'<1TECT I# PLACE. @-coAISTRLICT Ci?A/CRETE CLI.R'B ,f 61/TTER I' T/"?E ,4) /'ER CITY STtl. OW6. #17, ltft?-L H,10/F/Ell WIT/I 0.0I' II//(',£ -t/,P l"R(J,'f !"LOW LIAIE TO LIP. (8"C,E) ®--ct1AIST,,f'(ICT CP#CRETE S/OElf/ALK ,PER C/TY STP. Of4/t:. A/P. l6'P-L. 0--Ct',</STRVCT Htltl!FIEP Cl7A/CRET£ CtJ#ERCIAL llRI//EWAY AP?RllACh' • TYPE I PER CITY 5TP. ow~ ..va 16'0-L. @--COAIST,,f'L/CT G" T#/CI( CtJA/C/fETE P,4//ENE,</T (:!IZfiO ,PJ/) PER CITY STO. PW6 . .VO. /09-L. 2/76 DIETERICH-POST CLEARPRINT #OTES ®--A0./1/J'T E.rl5T. ,</,4,<//IOL£ /. ?LILLBtl,/' AA/P /OR WATER ML//E Btl..r TO 6RJ1P£. ©-ro BE' RENO//E/7. @-1,VSTALL G" 1/.C:?. SEWE,e' LATERAL ¢ CLEAI/Ot/T ?ER C/Tr STO. Pl-1'6', ,Vt?. ,;!06 -L, CO.VSTRt✓CT J'APPLE COA/A/EC/70.(I PER CIT/" STP. PW$. PO. 405-L. EAST BAY ------------ - -------- - -----G-------------------------- /:.r. = (6. 87) <---· #OT£: PRl7TECT E,1'/STl,1/C STREET 1#.P&?Kc'#E..VTS IA/ PL.4Cc ALO,V,5' EA'ST 8,4Y J'T,f'EET_ AVENUE WO'oo]§ey IB~m.ee~, lirmc. CIVIL ENGINEERING•261-1199 18001 SKYPARK CIRCLE • SUITE K • IRVINE • • CA • 92714' "/ ,c-:::1 -ca:~ C~:;:;;-E. ;.,,,t?OL~ .YltJ/.P 5-7-(985" P4T£ AS BUILT 1-----+----+----+--------+----t 7:JJQJi(t c1rr £;;r;1l/E£R ·~ 7,Q R.E. NO /~ J'/ l-,n-3-8"-I-R-W.-l--li\-,-+R-£_V_I_S_ED--PA_V_£_M_E_N_T_L/_M_I_TS-+-=,r/CCV~. DATFfr+ 3D.\9/?,\ '" -,. ' • SOUTHERLY 510£ 1/¢/.<r -~ • ~ -- DATE BY DESCRIPTION REVISIONS APP'D, DESIGNED .e.H CHECKED 5.E.S. DRAWN T.A.5 . DATE M,4Y I, l'78S- == I ----_ j --------------' --,--• • 7---' ----~ ' t -__ 1----i-- '7 = -·--_____ ---------=--~~-I --------- - - -------------------------------------- SCALE STREET IMPROVEMENTS FOR EAST BAY AVENUE CITY OF NE\l'JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 3 OF 7 J..V. 6'3-.:5Z ·• L __ _ I . 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I ( .ff -4 r,) 1:2" £.W. ~---~-- MOOIF/£D CURB INLET TYPE OL-A =-------------------- -------,. PLAN VIEW -- E4ST 8AY ,4//E. .STA .!irClt:?/4 -JY,4S/l/ll6TC1.I/ ./IYE. STA. thtJJ&t:Jt7 ) ' I ' ~ PIPE Ot/TLET t7£TAIL ) -~ A/t?T Tt' $CAL£ ________ _..,, ____ _ 2/76 DlETERJCH-POST CLEARPRlNT •=------,e,r~; t1.SC1¾ ------------.'d\:.,.......¢~ ----·· -----------==---=--·-=-~ _____ == = -=====-----c:;,_,r---:------:~r==-----===="7===~r~;_,,,,..~~~=r==,,;;;;-,,..,;;--~--:d>--...:..:.--~--~ -----,,,--- ~ --~ ~ -------~ ----= ----=----------_ -~--~.~ _ .-•-•-; ~c_vfr. c(J/r'c.e1ft!<J1Mo=•~-2i:~-;;-_-=: :::___r-_=;;_ __ =~~-=-~-· ~ -== = ~ ----·· --~--_ ~ -_----== .--_.--=-= ~ ===--__ =·--____ --_ ~~ -=-:: - --~. ·-_ -~1~· =-~ --_ 0t-00 /4 ;?(7' ---- ------ ---'-----£,(1.f T £.£ @ Cc,.(ITERL/AIE =-==---:::: =:~--'ii~== ___ -==I!)_.,_ -i--" •• _ • ------· .~~~~~-==-Eta __ .--=--= c.rt~OG@{su.-..--,--.-, .~J -=---, ·"<=------------...,;c_---~-c:c_---::::_;_-::;-"~-s::-_---~ __ : _ --_ = _ _ _ _ _ = c;-:c _::_ ---.-=--:__~ = 1/>EE=c/8./:21--~ ,;::, <:) "< CtJA/ST. 33.8/ 'L.£~/~~.4.C.-r.'3tJtl(l.tJ= ~,iiisi::2"1JO~tE =coNslt,.ooZF.-=_ -• --.- ---c= ==-c-_· ·-___ ---------:_: 0===-===-;,i:',•(:;)tJ.~/_% ---__ --=l5_'AGf>__-.-3000D _ .STtJKlf-PR.4/,11_,f"'/,D,e_· _;,' _ _/5'"A_<;P.=-.1QOOQ-c----==t15"A.C.P._ .10000 !':i-:-- R --(-) ~_34•✓--------- -------------------~==-,R~-t"-~c/;;_~"'"~~%,;,,~~ ----=== . --· ---------·--------c--------_.., --v. ,. ---= = = = 71= (010.-34;:,= =...:: -=--=c_;;:-..::--v. ,3 --·----·----,------ (A~~?~ ---~-~-=~ ~5 ~ ~~~ -==-·=- • _j -=-•--· ;_ ~--~~ ~ =-~ ;; =~ ;= = ------- " ---------__ ,__ ------------------------ - ------------------------------------·------------·---------------NEW EASTERLY TIJE'Ct/RB •== -··---·· -==~:~: ~~--"'~ .;::'-1'-=--= ··-. lc\i ---~~ --•~-_c -_·•-· -•~--·.:_: _= ~::_~ -;---=~ =~~ ~-~;;; ~ =~ ~=_,~= •-;i~~• ~--.. -__ ---=-~-~~~-~~-~c.~-r-=-~-~•~-=-~-~-= .. -·~--.~=~~~-=======_= __ ==_=_~.~=--- -=:. =• 1~-1-.00~ ---------------------------- ------- ----· ---------- SC'.4LES h't'R/?. /":/t7' //ERT "/":4-' 1--Z' SWK EASEMEI/T G' 6 lb. \\ ' ~ .• . ) . . '"'\,,,, .• _ : .. ~11 ':!a/ PROTECT E,/'/ST!NG (!-' CURB tj WALK WASHINGTON STREET if SEE OEl'All OJI SHT. I FOR 1/0f)(T/ONAL 7/0E GI/TE NOTES: i Wv'ooll£ey IEn~fumee~, me.· CIVIL ENGINEERING•261-1199 18001 SKYPARK CIRCLE • SUITE K • IRVINE • CA • 92714 45 8t.JILT @-Ll-= $g0 ?.9' ~.fl", R=/0' L.•IS.7/1 (~)'-..d = g()Q Ot'' Clt?", R~ 4.0' L.: 6.£'8'. T• 10.00 T•4.C1(1 CAL///,{/ E.W~ 5-7--1985 £7,47,E - --'----> -•-,----, -. --:-----+ --·-------------- -------------===--- - -----------------=· = ---_-~-=------':==-cc-=·==-====· -==-•=~cc= --==-ccc---------- CONSTRUCTION NOTES 0--SAWCUT & REMOVE EXISTING CONCRETE PAVEMENT, CURB,SIDEWALK AND EXCAVATE TO NEW SUBGRADE. 0-PROTECT IN PLACE. ©-CONSTRUCT CONCRETE CURB & GUTTER CTYPE Al PER CITY STD. DWG. NO. 182-L. (8" C. F. WITH 2" HIKE UP) 0-CONSTRUCT CONCRETE SIDEWALK PER CITY STD. DWG. NO, . 180-L. ©-CONSTRUCT 6"THICK CONCRETE PAVEMENT (3250 PSI) PER CITY STD. DWG. ND. 109-L. • 0-ADJUST EXISTING MANHOLE, PULLBOX AND/OR WATER VALVE·BOX TO GRADE. 0-TO BE REMOVED . & CONSTRUCT CURB ACCESS RAMP 181-L, CASE 11E11 , MODIFIED. PER CITY STD. DWG. NO. @--coNSTRUCT CATCH BASIN, CURB INLET TYPE OL-A, W=3,5' PER CITY STD. DWG. NO. 305-L. <M.H. TO BE LOCATED ADJACENT TD TIDE GATE PER DETAIL ON SHT. 1) @-coNSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 304-L. @-INSTALL 15" A. C. P. 3000-D STORM DRAIN PIPE WIYH BEDDING PER CITY STD. DWG. NO. 106-L. @-REMOVE EXISTING 12" DRAIN AND PLUG PIPE. @-CONSTRUCT MODIFIED CURB INLET TYP~ OL-A PER CITY STD. DWG. NO. 305-L AND DETAIL AT LEFT HEREON. @-INSTALL TIDE GATE VALVE, WATERMAN MODEL P-30 OR APPROVED EQUAL. - @-CONSTRUCT PIPE OUTLET THROUGH EXISTING BULKHEAD PER DETAIL AT LEFT HEREON. @-CONSTRUCT FIRE HYDRANT ASSEMBLY PER CITY STD. DWG. NO. 500-L. @-INSTALL 1" METER SERVICE & METER PER CITY STD. DWG. NO. 502-L. ~ I I ' I .. ::"t·• i .. , .. ~ I ' i I I 2 1 -611 PER DETAIL AT RIGHT i 15°? A.C.P. I 6" I IM/11. , .. •• . ·-· .-;.-. ; I ! ---1/s",r 3•55 ORt;ALII. STMf' -w/¼" ti lliJLES CENTERED 2" FRO,l.,f ENLJ. #4(TYP.) 3" CL/?. (Tl'P.) • ·~ :-.. -•. '. ) \ ) j '"'/ACONt'IIETE ANCHOR DETAIL (1.1rs) .__/ _ _____,..., STREET -IMPROilEMENTS FOR WASHINGTON STREET .,_ POLE SCHEDULE ____ -:;::-_-_-_-----~--=-=··:;::·-=-c=--~-=-====;=::::====------=- STANCARC : H.P.S.V • SIG MTG PPB f-1 -~----=--.----.:.._,----,-----,[ , UM IN A IR t S ~ 5 f--:----.----=--+---'---'-----, , POLE LOCATION REMARKS >---·-, L_::!.Q_ I ,YPE i HEIGHT [s1G M_A~[=u_M_M~A~ocf'_arroFFT~PE_.l_ _____ ___L_✓EHtCcE ' PEC PHASE QUAD -------~_A_ -' 8 I l TYPE 15 ! 30' I -I 12° 10° -I 2 l·A I -' - 3 1 19 -2-70 30° 25' I 12' -------L PPB 31 1011 --I -----+------------- TYPE!5 301 . 121 - 20 OW ---,---------r---~ - SV-!-T ----+--------+---~ -----+----- 20 0 \'/ - ------+ 20 TV-1-T. SP-I-CS . +-. ---,.--~ - PALM ST MAS SV-1-T SP-I-CS ------+--- ----+----------+ ' 40 --1----- SV-1-T SP-2-'CS 4 E w -, ! t 6.d +---• 4.0 ' -------t-- - --r- 7.0 ' I~: : I . -01:/ ow + -- @] --·--- - - ... -+-- : (6) 17-3-70 30° 20° 12° 20 I +-10 1-A 10° I --' t---L SEE MAS TV-1-T SP•2-CS 4 .,----- . ---TV-1-T' SP-I-CS + t + \'I i-· I _L__ -' J_ l 1 1.' " t - !._ o BICYCLE PUSH BUTTON AND SIGN PROPOSED TRAFFIC SIGNAL POLE @ LOCATION INSTALL 6° PED .. BARRICADE PER STD a: PLAN ES-6A l'IITH"·. o R49 SIGN • •• ID ------ ·101zis REMOVE EXIST CURB AND ACCESS RAMP SAWCUT EXIST. PCC AND REMOVE CURB SIDEWALK AND ACCESS RAMP. CONSTRUCT MODIFIED ACCESS RAMP ::r: }(i :\ ( ,"(I? -I BC CONSTRUCT SPANDREL AND MONOLITHIC CURB AS DIRECTED BY ENGINEER i DETAIL B B' 12' 0 --i-----POLE 0 I ' I POLE 7 ~Fi=::::~~---12' ~rn ~Ii@ i 0 ~-r->--~----1 24" P~:(11\!G C. 1'31 BALBOA FERRY l 96" l INSTALL SJr.N 7 ·( 24"•30n e"u.c. LETTERS SAWCUT EXIST PCC SPANDREL AND REMOVE 0 l0TYP. I I I a: u w °'--POLE® CONSTRUCT MODIFIED ACCESS RAMP AS DIRECTED BY ENGINEER DETAIL C -a l O A ECR L 27 0 L POLE --------s - 125° TO STOP BAR ---+--- -- - C -At 0 5 \ m LOCAT'.ON ~ ----- - 2.s· 2.51 4.Q'+ 2.0° 2.0' 2.0' 2.0' C 5.0° - 5.0' - - 4.d ' 4.o' -------- I c, z I-(C "' u -w X w z 0 ., C= PsM PsM @: C= ~ I EX. ASPHALT -k_ DRIVE 4 -----ci..-~~-+-l ' I CONSTRUCT AC RAMP TO JOIN EXISTING AS DIRECTED BY ENGINEER. CONSTRUCT MODIFIED ACCESS RAMP AS DIRECTED BY ENGINEER . -BCR CONSTRUCT SPANDREL AND MONOLITHIC CURB. DETAIL D 17' I I I e' GENERAL NOTES A .. ,'i'.llK, MATERIA_ ANC EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIF, DEPT OF TRANSPORTATION,STANDARD PLANS AND STANDARD SP' ,FCATONSDATEDJULYI984,ANCTHE SPECIAL PROVISIONS OF THIS PROJECT :2 JTIL•TIES S'"IOW~ ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXT[~' ,'F AVAILABLE RECORDS ANC <NO,'/cEDGE THE CONTRACTOR,HOl'IEVER, IS REQU•f.FD TC' ASCERTAIN THE EXACT LOCATION Of UNDERGROUND FACILITIES PR10R TO OOING WORK THAT MAY DAMAGE SUCH FACII ITIES OR INTERFERE 1-, >• THE R SERV•CE 3 THE :~NTRA:TOR SHALc OBTAIN ALL NECESSARY PERMITS AND NOTIFY A .. _ TIL ,y COMPANIES ~ MIN1MUM OF 48 HOURS PRIOR TO START OF :ONST~J.TION IT SHtL. BE To-,E RESPONSIBILITY OF THE CONTRACTOR TO :OORC1NATE Act.·PHASES c,F CONSTRJCTION l'IITH THE VARIOUS UTILITY- :OMPANIES INVOLVED 4 To-,[ E"IGINEER SHALL APPROVE THE EXACT LOCATIO."l OF ALL F'ULLBOXES, :o~c J TS' DETECTORS, ANc PD: EC THE FIELD • •~--• '<Ell ''J_, 80)([5 SHA_, BE No5 6. PEDESTRIAN SIGNALS SHALL BE TYPE C . 7. ALL VEHICLE INDICATIONS SHALL BE 12" l'/ITH ClLASS LENSES. 8. ALL LOOPS SHALL BE 6°x61 \'/ITH 10 1 SPACING IN THE DIRECTION OF TRAVEL UNLESS SHO\'/N OTHER\'/ISE. 9. CONTRACTOR SHALL INSTALL NEW OR REMARK ALL STRIPING, PAVEMENT MARKINGS, CROSSWALKS ETC. AND SHALL BE THERMOPLASTIC FOR A DISTAl\!CE Or 100° IN ALL DIRECTIONS FROM THE INTERSECTION . 10. POLE" MANUFACTURER SHALL SUBMIT CERTIFICATION THAT POLE IS DESIGNED TO ACCOMMODATE THE LOADS SHOWN . ~ \scALE : 1"= 20' BOULlEVA~lO ·Ex. STREET LIGHT CONDUIT ________ ..,,.....;.. __________ ......, ------------ 1--=--102 I I / __ N ' a. ' ----on--VI ai -Qj N .,, --l2"CIP \'/ATER 125' TO X-WALK ~ ,J -= ---S --=>--'====-.::__....:.:..:__:-"~_=:-_,i_-_--+I -----_<t 1 --15" SEVIER IJ-.c=--' -----------~-1-+1----H---++------~+---~-1-➔r1---------- DETAIL A POLE@lSNS INSTALLATION (NT S ) I COND, ICTOR SCHEDULE I AWG l QRCUIT !&1£ l&l~i&I ! ''" 3 3 3 3 6 I 04 -3 -6 02P 2 2 2 2 4 • 14 04P -2 2 -4 02PP8 I I I -2 04PP8 -I I I 2 SPARES 3 3 3 3 6 IS N.S 2 2 2 2 2 1-1-:ll',. ... , I I I I 2 TOTAL I, 15 18 12 34 , 02-C-I I I 02-P-I I I 02-C-2 I I 2°12 02-P-2 I I 04-P-I I I I D.L.C. TOTAL I 3 2 -5 INTERCONNECT CONDUIT SIZE 2" 2" 2" 2" 2-3° EX. STREET LIGHT CONDUIT PHASE DIAGRAM 2 3 4 ❖-----!> 1~6 \';!1 J : ffi I I ❖-----!> v -,:; 5 6 7 8 DETECTOR SCHEDULE O SEfJSOil CHANNEL DETECTOR I 02-P-1 I 2 02-C-I ., 3 02-P-2 4 02-C-2 2 I 04-P-I 2 SPARE O RACK MOUNT DETECTORS WITH ADJUSTABLE TIMING. CALL HOLD 0-5 SEC l'JIN, CALL DELAY 0-30 SEC MIN. -- I 112°' C AND I D.LC. 0 8 c:s 6;;; d ~ ~ I I a' 18.51 15,5° ~6PB I 1 I 12.5 ' ' ' ' ' l __ -- 15.5° 5 i --El . I ,1,--.-2"c AND 3,et5 1 FROM EDISON VAULT TO SERVICE. a' . l;' , , . - ' ,, ' • ~ C-211 C., 7;',!14 AND I D.L.C. 0 @ 0 0 ~ ~ BASMACIYA'l ·DARNELL, INC . 'I)' 3I90C·I f.lRPORT _c('P DRIVE IJVII :OSTA MESA CA 92626 (714: 557-5780 -.,. Q t c:::::: EX. STREET LIGHT COND:IT CONSTRUCTION NOTES INSTALL MULTISONICS 820-20 CONTROLLER l'IITH AUXILIARY EQUIPMENT JN A TYPE "t.1" CABltJET (SEE SPECIAL PROVISIONS) ISOLATION RELAY(SJ, LOGIC AND ADJUSTABLE DELAY TIMERS TO BE PROVIDED FOR INTERCONNECT OPERATION . INSTALL MODIFIED TYPE n 120/240 VOLT SIGNAL AND LIGHTIUG SERVICE EQUIPPED \'/ITH A 40 AMP SIGNAL BREAKER, 30 AMP LIGHTING BREAltER AND 15 Al.1P LS.N.S. BREAltER. CONTACT JOHN AT (714) 895-0244 \'IITH SOUTHERN CALIFORNiA EDISON cor~PANY. - Mc r.1ANN EXISTING CONCRETE STREET LIGHT POLE AND LUIJINAIRE. COIJTRACTOR SHALL !.10DIFY EltlSTlrJG STREET LIGHT CONDUITS TO PERl.11T INSTALLATIOIJ OF POLE @ on @ . EltlSTl!JG POLE FOU!JDATIOIJ TO BE REl.10VED COMPLETELY, CONDUITS REVISED AND. <>5 PULLBOlt ltJSTALLED. EltlSTl!JG STREET LIGHT CONDUCTORS SHALL BE REMOVED AIJO REPLACED TO NEXT STREET LIGHT IN EACH DIRECTION FROM POLE TO BE REl.10VED. INSTALL ILLUMINATED STREET SIGN PER DETAIL "A''. INSTALL 11/2" C. AND 7 C::14 TO CONTROLLER AT SOUTlll:/EST CORNER DALDOA DLVD AllO l.1AIN ST. (APPROX. 510°). INSTALL \:/IRING AND FUSE tel CAOIIJET FOti ltJTERCO:-JtJECT o~nATIOtJ, REMOVE AND CONSTRUCT PCC ACCESS RAMP PER DETAIL "s". CO:IICRETE ODLOR TO r.1ATCH EltlSTIIJG, ' REMOVE EXIST. PCC PAVEl.1ENT, CURB RETURN, AND SIDE\'IALK AND CONSTRUCT ACCESS flAl.1P, CURB RETURN AIJD PCC \'/ALK PER DETAIL "c''. REMOVI! EXIST. PCC \'/ALK AIJO RAl.1P CONSTRUCT·NE\'/ ACCESS RAMP AND SIDE\'/ALI( PER DETAIL 110 11• SANDBLAST STOP 1.1ESSAGE AND REI.IOVE STOP SIGN . INSTALL 6" PED. BARRICADE PER STD. Pl.AN ES-6A l'IITH R49 SIGN . "APPROVED FOR CONCEPT a ADHERENCE TO CITY STANDARDS AND REOUIRE- -l.1ENTS OIILY. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIO:--JS AND ACCURACY." ~d,1;M..,,..,,4- TRAFFIC ENGINEER R.E.r:o. 22045 ~TE /4?'.a,, ,<4 (981 , OES::mEO ORAt"/N CHE~ED DATE l\'v {4 I PALrv~ STREET s11e1=-r t,A OF 7 ' i ' \ \ . ' / -!~----------------------Pli'tli"IPE ('/) RtlA/.P.'P I -----------C.8. rtl.R #Eif/ STREET I,~ -·---------____________ Llt7IIT.5 A#P,JJ 2t7A/IP / /UEW s,REET LIG'IIT METER I/ C.8.S. $PARE C:8. S. 6 .f PAMEL PEPEJ'l.:i L, . ---------A 6t7A /£1"' h'.41.V 8.K.LJ. (' . • .. -. _ _ ---------.!.A:'.':_..v._:e._w_.n;_;e._~_c._T_L°t,T.-::.1'?-::.¾,l-::.!t--_J..t• ::::=±-----I #EW TR.4MSrClRNEI? £";flCLClStlRE -~"f.:j-..:====L_Jj=:==:::=====-- '-'-f,]--------;.__ ®') 4-1 --£--.... --I ~RE,';'OYE • fJ:I 13' REMO//E. Pt/LL .8(l,!' l I I _3 ~Ji ; . . r><:::; t!_ • @ :Ll_J j ~,~---£--l E,r1sT1MG "OLP sTrLE ---------' Cro I \I C/TY $TREET L/61/T: -----£-~ □ ~ ,./.• I _r-r"/"~-------------RE#(l//£ r/,/'Tt/RE ,4.(/t) -----~-, :t I Ft" '.IJ,AT/t" '-.. ~-.c ___ L --------= v'VM" v'U. :l:J r,48ClYE 6tf'.4i7E) "-. £.•-..._~ E.(/STltlltJ 'tlL.tl~ I ' , ··------------RE#OYE Pt/LL ' "- . ' SJ;{;f;;'%J:7ET I 11 1' ••• .. -----------------------.8{1.(. II @)_,,A£ ,~n '3GI:;/--~ R..t7t/RE ,4P.tl I ,------------... -------.:...___ f'... ·, ;' ~ rtlt1t110;1770,11 lJ : I ------r-:_-:_-:_-:_-:_-:_-:_-:_-:-:_::.=====:;-----38 -, i-.,._,,,..,.r~, .,.,.1--E.r1sT/R6' ''t?tt7 sTrLE" 7 _ _ -~tr C/ff $TREET L/CIIT- . I .. ~ REHt?YE rlA'Tt/RE AM"P 1 . -~ IL _ _:__::=.:-.:-.=======,..l__ , __ -"7--+-il---+"""'~1:. 11/SMLL #EM' TYl"'E •T~ -,,-._, . . '\ j ('£~Y) I ¾ f ;(! I ' • • I I ,,,)OYIPE /4'£.W"T/z,_t L I I RrT/1/RE (e40//) ~ ®I I [@] I I E I S I I I 16---1 '--- - I I/ " I '-+-'---,_..,/ I . ;iDI . I '"~ I I £ I I I ®\ --. @"' ...,j I I I I I I I I I I I E r--<:-, I I ') I I . I , _____ ,,,, I I I -. ~ I : : ~ I l~H I I I I: I I &i 1· ~ I 1 ___,_,-1 I ~ ' - - -- '~~,---------+3~------~/~--· --/_£ ______ ~ ~ 1, L PLAN NOTES COORDINATE WITH CITY FOR FOOTING SIZE, ANCHOR BOLT REQUIREMENTS & EXACT LOCATION. CHANGE OUT EXISTING LUMINAIRE HEAD AND BALLAST ASSEMBLY WITH NEW 240V 70 WATT H,P,S. LAMP AND BALLAST PER CITY STANDARDS (CE OR EQUAL). REMOVE EXISTING 5 I,V CIRCUITS IN POLE CONTACT MR. GLENN STANDAGE/CITY 714/644-3011 FOR EXACT REQUIREMENTS. EXISTING STREET LIGHTING PULLBOX WITH OLD 5 KV SERIES (#8 WIRE) CABLE STREET LIGHT CIRCUIT. ELECTRICAL CONTRACTOR TO PROVIDE 1 1/4" c. PVC SCH 80 UNDER STREET FOR NEW STREET LIGHTING 240V SYSTEM. EXISTING 5 KV STREET LIGHTING DISCONNECT AND REMOVE CABLE AS REQUIRED BY CITY. ABANDON AFTER INSTALLATION OF NEW SYSTEM. PROVIDE NEW QUICKSET ED-17 (BOLT DOWN LID) AT INTERCEPTION POINT TO KEEP EXISTING 5 KV CIRCUIT IN SERVICE. EXISTING 5 KV CITY STREET LIGHT CIRCUIT TO REMAIN. 1 1/4" c,-3 #8 CU TO NEW PANEL AT METER PEDESTAL. CONNECT TO A 20A/2P C,B, INSTALL NEW PULLBOX FOR 240V SYSTEM, INSTALL NEW PULLBOX. INSTALL NEW CONDUIT & CABLES TO MATCH EXISTING 5 KV SYST!lM TO CONTINUE 5 KV SYSTEM, NEW l 1/4" CONDUIT INSTALLED BY.CITY FOR FUTURE 240V SYSTEM. CONTACT GLEN STANDAGE, N.B. UTILITIES, 714/644-3011 ONE WEEK PRIOR TO TIME OF INSTALLATION, I L ""' '--------------------+-----------------------·------R/w·-------------+--+--------+-----1-1__, /_,k ...,...,,,, r--;;g -E i-- ' /4~ ---£-------.. -. -------~---E-----------------)../.( ....... ---E-------------+-/---'-£-------\----[.lJ-=:::•-V'.1/ G >~ ~,-\ . REMOVE ~i.....-------)>f'1~1•3~"':::::;::==============.:.:.:-============~\~=.::-·::..:· =======:.::··:.:...· ====-@1-fI,'f''<'h= ·====================. ============:::z:i================='\:~==+==.~;r.,......., .' K. . lj '-- J/CJT 1/./ -v:::; ~ .. \ ' . (jJJ , ,., t.___E.r1sr1.<1t£. wr sTREEr , 38 /f/E/4' Ct/RB L/A/E·-----• I / r.;, ,_Ex1sr1116 c1rr STREET_ Litlh'T RELOCAT£ 5ERN.:.. ---'<-----------J-11----------_____ ---"'"---• Llt7IIT (,2Y311 ________________ ---W _______ E-_;rl._'STl,</C Ct/RB L/,(le/ /--1_1f!=.IJ_-1-J11 TO#EW PtJ$/T/tJ,f/ SJIIJW,1/ ~ $CALE ~ , <i!J RELOCATE P#LL BCU T(l ,4 .PP/.</T ,> :J4 I I /,</ PEW .5'/t7El4{tlLI<' .4,</0 E%TE.</t7 , , , I I CIT!' $T. L/t7h'T CIRCt//T. (:,KV) EAST BAY AVENUE I (35) AS 8l!ILT .> -! i -~-----j't.','----------------------------· ___________ ., ____________ ------Jr-t,'-...,'1---t--+----~ t---J---+--------------1---IA~f?/ ~/'JfJJ 0,---1--11----'fr------s-----------------s-----------------------s WO'oollsey IEn~mee~, llirilc. ~_W!Yl_ y · C I V I L E N G I N E E R I N G • 2 6 1 -1 1 9 9 • CIT'/ ENGINEiE~ ' R.E.NO. • 1"791 18001 SKYPARK CIRCLE • SUITE K • IRVINE • CA • 92714 DA-/1../. 30. J'?,£), ( DATE BY DESCRIPTION REVISIONS APP'O. DESIGNED R.H. CHECKED :s.~.s. DRAWN r.A.5. DATE MAY I, /9BS STREET LIGHTING PLAN CITY OF tJE\"JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET ff OF 7 "'7'"TE1..E[l'fl-:;: NATIONAL TRIC:'.lQ A\F'ER 811 f'.JIDE' • I l"-L.-LlGI-I cot-Jc., !':>ANO--'-:--I -, = NO. l8SA•24X360lm ll1 / 'FERRIS W I ,-. , / - ;" / , ,/ ,/ll-/. , , c / '~/ / / // / / t:.$) , / ·¾i, 1// // ./ 1/ ;-'' / / -// / / / • 7/-0 , ,-,, • _, / / / / _ /.~4 ~vi'/,;:::. /< / / //_// 1/ H/. / /' / , / , ,, . '/ / , ./·_.\/' -/ . // /-,-,-, / _/ ;' / - BLDG. A BLDG. B J (· ' l:,J f'-l=! r'-.ACJ<. T'(p, 3 ~ II Tf/e> 1'-1e,e,ci-! /"-Ac),<. Ii 13'( !,f+,~.Jb/f<. F-:::N1E=P-/'°P..1ve-s✓ 1Nc. ~ r fLU<2-H '2.:>o fr'f'-./'-Ave,, <;;LJ ire-"70&1= !::>ANo Nt!:KI '(Of'.,:. 1 N,y, loc,17 I N10Tfi ('Z./'2-) S-05-c,:,soo I C01']c. ! NEWPORT· B_A Y: 51=,e. S HT A-I fof:. ~r,.,,,,1 - s.s-e. ;::.1-i:s,c. e>r1-c,,;;,. /=Pf'-. 'T'-J'F E "f 1-'! 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