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HomeMy WebLinkAboutR_5620_S\• ~ > I A IC E I ci i----+.....;.;=----t--'"-.:,( > ~ C • • . ..::.i.,.._..:•:u..•!20~Ac!M,!_S ___ _..:.Ac:_V!..! t-;;;-; OIANOl COASl CITY OF COSTA MESA • 0 C • • % CO ll l O l f--,---------:~7 3 w ; • • . " CJITY NEWPORT PUIBJLliC WORK§ OJF BJEACH ·-~ . ID JE JP ARTMENT ,0 r·1 ··-•-z I 19 TH . -</ \ t\ L ,___,. '\ ' ) I \- (' ,, ~ ,, C IT ................ \ ClflC \'If Ml!MOIIAl U C o ,o , A I Ii. 1 --,n;:;.V......:llc:;D=".,--\ ti 1 .... _. _ _, I, A y / SHEET INDEX 0 C f o~-~.._,,/ l 2 3 4 5 6 7 TITLE SHEET FOR EDGEWATER PLACE STREET IMPROVEMENTS FOR ADAMS STREET STREET IMPROVEMENTS FOR BAY AVENUE STREET IMPROVEMENTS FOR PALM STREET WATER MAIN FOR EAST BAY AVE. & CYPRESS STREET STREET LIGHTING FOR EDGEWATER PLACE -~ ---\ .. VICI N ITV MAP J. LOCATION ~ ) ~ . {.,t:, LANDSCAPE GRADING & DRAINAGE PLAN FOR EDGEWATER PLACE 11. 0 11, 1/2 31• 1 j -- OIIAP'HIC SCAlf IN MILU SYMBOL LEGEND -0-POWER POLE 0 MANHOLE 'CJ Fl RE HYDRANT □ METER BOX ,,_ -©-VALVE ti )\ i,.si E--POV/ER POLE ANCHOR ~ b. -x-x- Lr .L1' .b .LY MONUMENT FENCE BLOCK WALL TREE SHRUBBERY ASPHALT PAVEMENT i!,:i:;:o;;. .r:;;, ;:,; i:r!2,7..6B BRICK WALK I>: -~~j CONCRETE ~ ::I ~-'~-'id BUILDING EXISTING CONSTRUCTION NEW CONSTRUCTION -·-ft-CENTERLINE -··-S- -----w- --E- -TEI.--rv- -SP- SEWER LINE WATER LINE GAS LINE POWER LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM STREET LIGHT 'o~'( EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY C IT.Y OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION Dl'iTRICTS AVENUE SEE SHT-NO. 5 I IJ1 \fl lU !'C HARDING 0.. >-<.:) ' -::::;:: ,._ ~'-8 LANDSCAPE CONSTRUCTION DETAILS FOR EDGEWATER PLACE NEWPORT BAY -------·-~ C\J i-: . <t d (f) I-(f) 0 z z (f) I-~ ~ I-w w w <! BAY AVE. _J LL.I :c 0 <! :c °'l <! SHEET NO. 3 CL r°' ® INDEX MAP /lt?T Tt? SCALE GENERAL NOTES I. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANOAROS ANO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 198S EDITION ANO SUPPLEMENTS. 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 TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 4. CURB DATA REFERS TC FACE OF CURB. o. ALL EXPOSED CONCRETE SURFACES SHALb CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS ANO WALKS .. £. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO PAVING OF STREETS AND DRIVEl,AYS. 7. PAVEMENT SECTIONS SHOWN ARE MINIMUM ANO SUBJECT TO REVISION ANO APPROVA~ OF THE CITY' AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 8-STATIONS SHCWN lHUS l]±illlJ ARE SEWER LINE STATIONS AND ARE INDEPENDENT OF CENTERLINE OF STREET STATiONS. 9. SEWER, WATER, ANO STQRM DRAIN LINE DISTANCES SHOWN 111 PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTA~CES. 10. STATIONS SHOWN THUS (0+00) ARE STORM DRAIN STATIONS AND ARE INDEPENDEIIT OF ALL OTHER STATIONS. 11. THE CON1RACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AT644-3311AFTER PLACEMEMT OF FORMS AND PRIOR TO. PLACING ANY CONCRETE 'FOR. CURB & GUTTER SO THAT THE FORM LOCATION CAN BE CHECKED TO ASSURE ITS COMPATIBILITY WITH £XISTING CONSTRUCTION. I NUMBERS NUt'!JBER 634-0251 895-0221 999-5715 644-3011 NAME APPROV€0 FOR ScWl:R ANO WATER CON5TKIICTltJN ONLY STREET 4' 0 5 ll: ,, ll:' 9-5' I 4- IMPROVEMENTS FOR ADAMS BAY PALM 11' STREET AVENUE STREET .30' II' 9 AOAMS STReE.T 4,'2. I' 22-.' ZtJ' GI-5 1 PLANS 4' /VOTE: !"RO# STA Of-00 TO Of-.50 ~---, CONCR£Tc PAVc,Wc,,VT FOR TH~HAZ.r0rTH£STR££TON~Y. NOTE . ' SEE STD, 30G-L FOR REINFORCEMENT OF' INLET TOP AND STD. 304-L NOTE 6-FOR FRAME t COVER 12. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER "THAN (S)°FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN-DEPTH SHALL ALS~ BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 13. THE CONTRACTOR(S) SHALL OBTAI~ A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 13 ABOVE FROM CAL/OSHA. 14. ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDEJ PER CITY OF NEf/PORT BEACH STD. 106-L. 15. 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. • 03034 SDR35. ALL FITTINGS SHALL BE PREFABRICATED FULL-BODY FITTINGS. THE P.V.C. SEWER TRENCH SHALL BE BACKFILLED WITH A GRANULAR MATERIAL (SANO) TO 18" OVER TOP OF PIPE AND CONSOLIDATED BY FLOODING PRIOR TO COMPLETION OF TRENCH BACKFILL. ClJT /1/4-"<P OPENING THl10IJ6H ACCESS COVER FOIi SL/OE GATE l<EY. /1/,/!' . -'.i :··: : lll.!.~. -:4• : : LOCATE ACCESS COVER · OVER EXISrtN6 SL/OE GATE VALVE. DRY PACK ALL AROUND POii/i 6UTTER MONOLIT!IIC W/MODIFIEO 1 INLET TOP ; 16. THE CONTRACTORS SHALL REQUEST INSPECTION FROM PUBLIC WORKS 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. (64_4-3311). 11. ALL DUCTILE IRON PIPE SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATIONS. • : ,EXIST. SLIDE '-=.f=:d!~-"-tffl:j f:JATE VALVE ,. (PROTECT IN lo ... ,,!,. i..,, .,!,,, !Ill' 3 ,, RAD. \:Git.-. -11\11;;.. !'LACE) 18. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAINS IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD-510-L. I I ! /. '2.G It. 1~. THE WATER MAill3 SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRAOE. I 20. ALL CONCRETE SHALL BE 560-C-3250. BSNCI-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 ,. CORE OR/LL IZ" MIN. 4 DRY PACK /IE/NF. STEEL INTO EXIST- STRUCTURE (TYP.)" I Wool!zey IB~rurnee~, lfmlc. CIVIL ENGINEERING•261·1199 18001 . SKYPARK CIRCLE • SUITE K • IRV\NE • CA • 92714 /. 27 It I IE\\ .. CONSTRUCTION.NOTES QUANTITY STREET IMPROVEMENTS 't SEWER IMPROVEMENTS·, @-REMOVE & DISPOSE OF EXISTING CQHCRETE PAVEMENT, 11,200 SF CURBS AND SIDEWALK • (':;\___ SAWCUT WHERE INDICATED -· 1,135 LF ~ REMOVE EXISTING STREET LIGHT PER STREET LIGHT PLAN. 1 EA ~ CONST. CONCRETE CURB (6"" OR 8"" CF PER PLANJ PER 560 LF CITY STD. -182-L, MODIFY GUTTER CROSS FALL TO 1·· @-coNST. CONCRETE SIDEWALK PER CITY STD.-180-L (¥-CONST. TREE WELL AND ENHANCED SIDEWALK PAVEMENT 4,690 SF 8 EA · r'.:\ PER ARCHITECT'S PLAN -SEE SHEET 7. . \.2_J-CONST. CONCRETE COMMERCIAL DRWY. APPROACH PER CITY STD.-160-L ©-CONST. MODIFIED FCC COMMERCIAL DRWY TYPE II PER STD.-161-L AND PLAN 142 SF 185 SF @--coNST. 6"" PCC PAVEMENT (3250 PSI) WITH WEAKENED PLANE JOINTS PER CITY STD.-109-L 9,620 SF @---ADJUST EXISTING PULLBOX, VALVE COVER OR MANHOLE · TO FINISH GRADE ~ CONST. PCC CURB ACCESS RAMP PER CITY STD. -181-L ~ CASE ""E"" MODIFIED. 3 EA 215 SF @---INSTALL 18"" RCP 2000D STORM DRAIN, BEDDING PER 36.5 LF CITY STD.-106-L @-INSTALL 12"" ACP CLASS IV STORM DRAIN, BEDDING PER CITY STD.-106-L WITH 2000 PSI (MIN.) CONCRETE ENCASEMENT ABOVE SPRINGLINE @--INSTALL 15"" ACF 3000D STORt' DRAIN, BEDDING PER • CITY STD.-106-L @---coNST. CURB INLET TYPE OL-A, W=3.5', PER CITY • STD. -305~L • @--MODIFY EXISTING CURB INLET TOP TO FINISH ELEVATION SHOWN, CONST. SOLID CURB FACE AND LOCATE ACC~SS r;;;;-._ COVER OVER EXISTING SLIDE GATE VALVE -SEE SST. 1. ~CONST. LOCAL DEPRESSION PER CITY STD.-304-L ~CONST. JUNCTION STRUCTURE NO. 1 PER CITY STD.-310-L C,;\@-REMOVE _BRICK & MORTAR PLUG AND JOIN EXISTING (15"") ~CONST. PRIVATE DRAIN THROUGH CURB PER CITY STD.-184-L QA-CONST. ALLEY APPROACH PER CITY STD. 143-L, ~ WITH X=3' & Y=3' . . . C,\@:--ABANDON SEWER IN PLACE AND FILL WITH SLURRY ~REMOVE EXISTING MANHOLE ,,;;:;... CONST. 8 .. VCP SEWER PER. CITY STD. • ~CONST. SEWER MANHOLE I PER CITY STD.-401-L ~ CORE DRILL EXISTING MANHOLE AND RECHANNEL BOTTOM ~ CONST. 6"" SEWER LATERAL AND CLEANOOT PER CITY STD. -406-L . . QA-CONST. 4"" HOOSE CONNECTION AND CLEANOUT PER CITY ~ STD.-406-L AND SEWER LATERAL CONl'iECTION PER CITY STD .. -405-L, TYPE ""A"". WATER IMPROVEMENTS • @-REMOVE EXISTING GATE VALVE AND INSTALL BLIND FLANGE r:;;;-.,v::;;-REMOVE EXISTING 8""X6'" REDUCER AND AND JOIN EXISTING • ~ 8"" TEE , tzs'I-REMOVE EXISTING DRY BARREL FIRE HYDRANT AND INSTALL ' V WET BARREL FIRE HYDRANT ASSEMBLY PER CITY . STD.-500-L (INCL. BUTTERFLY VALVE) 1@)--ABANDON WATER MAIN IN PLACE, COT AND CAP ENDS, • CONST. THRUST BLOCK PER CITY STD.-510-L ·r;;;-.@-CONST. 8"" ACP CLASS 150 WATER MAIN PER CITY STD. \:'..;/--CONST. WET BARREL FIRE HYDRANT ASSEMBLY PER , CITY STD. -500-L ( INCL. BUTTERFLY VALVE) • r:;;;-.,@-INSTALL 6"" RT BUTTERFLY VALVE PER CITY STD. -509-L ~INSTALL 6""-90 DEG. MJ BEND W/THRUST BLOCK PER CITY STD.-510-L @)-INSTALL 8"'-45 DEG. BEND W/ THRUST BLOCK PER i CITY STD. -510-L <§@ INSTALL 8"' RT BUTTERFLY VALVE PER CITY STD. 509-L 1 36 -INSTALL 8"'X8'" RT X FE TEE ------~-----•. 26 LF 18 LF 3 EA LS 3 EA 1 EA 1 EA 10 EA 56 SF LS ' LS 414 LF 3 EA LS 49 LF LS 1 EA 1 EA LS 5 EA. 328 LF 3 EA' 1 EA. 1 EA. 5 EA 6 EA 3 EA i @ INSTALL WATER SERVICE PER CITY STD. -502-L @ INSTALL WATER SERVICE PER CITY STD.-503-L . ·1' §-INSTALL WATER SERVICE PER CITY STD. -504-L (;~ 1 EA IAn\~-CONST. 4" ACP CLASS 150 WATER MAIN PER CITY STD C)(;";\_INSTALL 8""X8'"X4" DI TEE ld?\V=--INSTALL 4"' GATE VALVE V/4'.l\-INSTALL PRIVATE FIRE SERVICE PER CITY STD.-512-L :@o-'='--INSTALL s:· AC X DI TRANSITION COUPLING STREET LIGHTING IMPROVEMENTS @-EXISTING 5-KV CITY STREET LIGHT CIRCUIT TO REMAIN IN· 34 LF 1 EA 1 EA' 1 EA 1 EA SERVICE AT ALL TIMES. • @-REMOVE EXISTING PULLBOX AND ·PROVIDE NEW QOICKSET PULLBOX, 1 •• ED-17 (BOLT DOWN LID). - ~INSTALL NEW CONDUIT AND CABLES TO MATCH EXISTING 5-KV SYSTEM. • • ~REMOVE EXISTING ORNAMENTAL LIGHT ·sTANDARD AND SALVAGE TO CITY OF NEWPORT BEACH UTILITIES DEPARTMENT. ~REMOVE EXISTING LUMINAIRE HEAD AND BALLAST ASSEMBLY, '0-REPLACE WITH NEW 240V· 70 WATT H.P.S. LAMP AND BALLAST • PER CITY STANDARDS (GE OR EQUAL\. REMOVE EXISTING-5-KV ' • CIRCUIT IN POLE. • • 2 EA. J,6 L.F. I EA. 2 EA. @--INSTALL 1-1/4" CONDUIT WITH 3-118 CU TO NEW PANEL AT METER 500 L.F, . PEDESTAL AND CONNECT-TO A-20A/2P C,B. • @-INSTALL NEW PULLBOX FOR 240V SYSTEM. : ~ INSTALL MARBELITE TYPE 500 ORNAMENTAL LIGHT STANDARD WITH • 4'X 2.5'X 2.5' FOOTING OR APPROVED EQUAL. • • @-INSTALL LIGHTING STANDARD , TYPE I, PUMCO • CAT. NO. 42 D4, PER CITY STD.-200-L. • • . @---INSTALL·NEW STREET LIGHT METER AND PANEL PEDESTAL PER CITY ' STD. -206-L. NOT/;: 5 EA. 2 EA. EA. EA. ✓- • THIS PLAN IS SIGNED BY CITY FOR CONCEPT 4 ADHEIIENCE-To CITY STANDARDS ONLY. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCIJRAC:(, __ RESUBDIV/510N 191 7/TJ.E SHEET STREET IMPRO/IEM£NT PLAlVS EDGEWATER PLACE P.M. NO 85-28/ DATE BY DESCRIPTION APP'D GROUP w· CABLE OF CALIFORNIA COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT 962-2 411 EXT 222 642-3260 720-2056 1-800-422-4133 Q.af (Jpf_ (i1;'l~S ClrY ENGINEER R.C,E, /{p?.91 DAT£ . OF THE ENTRANCE DOOR TO THE NEWPORT HARBOR PUBLIC · LIBRP,.RY, 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 ANO SET. IN THE TOP OF A CONCRETE POST. 0C.S.5.M. L 782. ELEV. 7.38'l.U97~) 8.-l'J-1985 " 01/Te 01lJNED DA;.~N I CITY OF NEWPORT BEACH ll--.L--..L...---=R:-E-:-:-V:-:-1 s-:--:-,o::-c-N:-s=-------'--i!-,c"'H;;,EC"'K"'°ED,,..--t-,D,.,AT"'E------11 S:5 /0-7·85 BUILDING DEPARTMENT SHEET 1 OF 8 J ~ ::r z ,.., I, i C: !:-: C . c' ~-, "'-----' -,, ~ "" .G i; c;o g ~ ~ C'.' > -~ ~ ~ ,..::::._ '-- -f ' ' I': '. --------- - ----------===~--. -----·---- -------------_-_-_-_----- ------ ----------------- -------------- . ------------ -,----_, ____ _ ------------,-:-===----_ ------_,_ _ ____ , __ , ___ _ -=-;c===== -,-----. --1-------· --------------- ----. ----- ------,--- ----------·-------------------------------_-_ -------------------------., ------__ -----=-=-.---- ·--·--------------- ---· -•--·- --------------· --------··--------·--- ----_, ----------------------------------- - -----L;t:J.C. ~i?/.ZI' 0+00 EAST BA y Ave. SEE 5/IEETAJtJ. 5 ' - - - __ • _--_ -----------=----------------- - ---------·-··--- ---__ ---=_--___ =_=_~=-,_~-= __ =--- --------------- ------·---------------- E,.l'/ST /M?A"OVEMENTS --- 71J /FEA1A'/AI ?/f'OTECT ,W ?L,4CE. I I j " l t L.--,--,,...---.-, - f A.s'f,_.41,1s,,/11z,f',=L.";=cr=-8'W'-4r.7:~~~I 7_ ~~~~;-:;_:::;_;:;-:;~;-~~~~~~~~8 "IY- K/W \ /,4. v '"vv. vv , VA!VES AS !JEQ.D ,I0/1\1 t'X 3/ IIP 15 -- ------- A"/IV ==----_ -_ -_ --==~--------,- . ------ -------- - -------------------------------------------------·---.-------~---_ -_-_-_····_-_--_------=--=-= -=---_--::__ __ --··--=·---::·---- ' ---------------------_ _:: ______ -----== #ORIZ' /"" /0' :_-_:: _ :__:= -_ -==--~--=-=-== -_----- ---·--·-,--------------------------------------···· ---------_ '-cc------VElf'T.-/"; 4' --- 2+00 I ,.••: ••.:•- .~ ... :. .... l I : :. : :•: :· .•. • .• ------------------------------ /0+00 CONSTRUCTION NOTES STREET IMPROVEMENTS @-REMOVE & DISPOSE OF EXISTING CONCRETE PAVEMENT, CURBS AND SIDEWALK ®--SAWCUT WHERE INDICATED 17\©-REMOVE EXISTING STREET LIGHT peR. $TRBE.T u!GHT. PLAN, ~ CONST. CONCRETE CURB i6" OR 8" CF PER PLAN! PER -CITY STD. -162-L, MODIFY GUTTER CROSS FALL TO 1" • r.;"\@--coNST. CONCRETE SIDEWALK PER CITY STD.-180-L ~CONST. CONCRETE COMMERCIAL DRWY. APPROACH PER CITY STD. -160-L -· @--coNST. MODIFIED FCC COMHERCIAL DRWY TYPE II PER CITY STD.-161-L AND PLAN @------coNST. 6'" PCC PAVEMENT (3250 PSI), WEAKENED PLANE JOINTS PER CITY STD.-109-L @-ADJUST EXISTING PULLBOX, VALVE COVER OR MANHOLE TO 1-,_----i=- -----,_ --------- £ LJA y AJ/E!Vb'E "-... k, !!? , FOIi TRENCH Exc. 67:.r.' (3.?Brt.J STA OrClaa:J "-j' :::::: (TYP.J i ~ ~ '---'©-__ J---11-+-L-I.._-:;::::;:-_-=.-::;:-_ --::,!;i:-_....::J.~4--1--l--@_-z ____ .,.---_-_ ---!..r~ ~___,~::;,;.,--=t;i';i-"~-=:..,,/-=-·--___ :::----;.!-~~~-~-----+-+ -+-11J1------1 lATl:RAL "A" 3.98 ES. . FINISH GRADE @-------CONST. FCC CURB ACCESS RAMP PER CITY STD. -181-L CASE "E" MOOlFIBD. @-INSTALL 18" RCP 2oqon STORM DRAIN, BEDDING PER I A~~~ h.. \I) ~. I I I I I ©--: • VAIi/ES AS REG/1./IREO .FOR TRENCH EXCAVATION (TYR) a' G e2' 14'1 8' -EAST 8AY AVErsEE SIIEET#o. 3J 2/76 DIETERICH-POST CLEARPRINT * 5.74 FS. B NOTE: 9 I PE0£STRIAN ACCESS EASEMENT ADAMS SEE PRECISE GRADING PLAN FORADDITIONAL RN/SJ/ SUJ:FAC£ ELEVATIONS AT tiA.i!AGE £!,/TRANCE. Cb'IFV.E IJ,4 T ,4 , @-.Li• .90'a::J'//" ;f'•/3ff' L.•ZI.Z/' T,/3.!fO' @--LJ = .!10°00'00" ,,p; /5.!J' L =l'I.Z/' r~ /3. fitJ' -.. .. --·.: :-: { ~ :·:· :.• .. ST4. 0 i-9"7,S 4,.55,ej~ /. 131£. j STREET :"'"" \ .• ;'-.·\ ;.... .. '. \ Ii ~ ·EXIST. l2"ACP ~ '\. . P.ROT€C.T IN PLACE ~ VARll:S -• ~ /B' r JOIN E:I/Sl 8U{J(llt:Ab\ ", . ..':;"·:·' jJ(ER; OET:4__:L~BEL~/¥ )/ ~~~~~-\.: • • •• CITY S'fD. 106°L • @---rns°TALL JS" ACPCLASSlll'.STO!lM DRAIN, BEDDING PER CITY STD.106-L WITH ~000 PSI (MIN, l CONCRETE ENCASEMENT ilBOVE SPRINGLINE @-coNST. CURB INLEi TYPE OL-A, W=3.5', PER CITY • STD.-305-L igA--MODIFY EXISTING CURB INLET TOP TO FINJ'SH ELEVATION SHOWN, CONST. SOLID CURB FACE AND LOCATE ACCESS I,'"";\ COVER OVER EXISTING SLIDE GATE VALVE. SEE DETAIL SHEE'i' i• =-CONST. LOCAL DEPRESSION PER CITY STD.-304-L ~ CONST. JUNCTION STRUCTURE NO, 1 FER CITY STD.-310-L @A-CDN$1. -,LLEY APPROACH PER CITY STD. l+~·L, WlTH X = 31 ik Y ~ 3'. SEHER IMPROVEMENTS TABANDON SEWER IN PLACE AND FILL WITH SLURRY 22 CONST. 8" VCP SEWER PliJl CITY STD. G",p PVC DRAIN PIPE PER EOGEWAT£/I PLACE GIIAOING PLAN ___ ,,-------------~.,___~ , _ SIIJEMIALK OETAIL ,(NT5) _______,.3_ @ CONST. SEWER MANHOLE I PER CITY STD.-401-L rn";;\@--coRE DRILL EXISTING MANHOLE AND RECHANNEL BOTTOM l;:jl--CONST. 6"' SEWER LATERAL AND CLEANOUT PER CITY .-·· • I • • !··· l _,._ ! .•···· t:/ t/ / .. ~ .. ::' . ..: / ... \/ :..:: ZJ-0" "- NEW co;;c SIPEWl/lK _ I 1,_0,, ~ ,#-4 D0/1/Ef..5 @ 18" O/c --t " ---9• 3/4" CIIAMFf3R ST/<_ GRAOE V . ------ .-: . ~:-· :·':"' " . . . . . • • . l i7i" / ~ • STD.-406-L • WATER IMPROVEMENTS ~REMOVE EXISTING GATE VALVE AND INS~ALL BLIND FLANGE -:--~ REMOV~ EXISTING -mrIEARRELFTRE -HYDltANT -AND-INSTAlL ---· --•• 11ET BARREL FIRE HYDRANT ASSEMBLY PER CITY STD. -500"L -(INCL. BUTTERFLY VALVE). • _ @--ABANDON WATER MAIN IN PLACE; CUT AND CAP ENDS, • ( 1 COMPACT!:~ 1/, 50IL (TYP.) 3 -# 4 CONT. ~: ._ •. ~ l --. ---- "·,,~,,:1/J:: ~ ,':: -+-SAWCl/T ef R8MOl'E '.- CONST. THRUST BLOCK PER CITY STD.510-L ~CONST. 8" ACP-CLASS 150 WATER MAIN PER CITY STD. ~ CONST. WCT BARREL FIRE HYDRANT ASSEMBLY PER CITY STD.-500-L CINCL. BUTTERFLY VALVE) Y/ , . • a ,,; INTERFEl!/Nv PORTIIJN • ___ // .... :·" ' ·I 'C ;;, Of' E,(IST. Bl/Ll<IIEAO ,I _ EXIST. !J(/1./(flEAO -• •• -~"-,w,i JOIN. _ ____.,. No T £ : NOTE: SEE SHEET NO. 6 FOR 51 L!GIIT /MPROtlE/IIE;VTS / NOTES. ( / 1/4" 9 PREORILLED J.IOLES "\. • • ) 1 THIS PLAN IS Sl&NED l3Y CITY. FOR CONCEPT l! \. w/ # 4 f3M8f30Df30 I/./ POR. RiJk' I ,,,,--1 / ADHERENCE TO CITY STANDARDS ONLY. Cl7Y IS NOT " _ , __ SECTION A-A • · RESPONSIE3LE FOR DESleN ASSUMPTIONS l; ACCI.IRACY. A PP!eO VED" F'OR : SEWER AND WATEK CONSTRUCT/ON ONL.'/ .• ,ofrsfe,; DATE '1flooll§ey JEn~furnee~, me. CIVIL ENGINEERING•261-1199 18001 SKYPARK CIRCLE • SUITE K • IRVINE • CA • 92714 de~~ 1z-G-8~ C4Llll;V c. JYOOL~ 0,4Tc ff.CE. 3/t:J/3 DATE BY APPROVED DESCRIPTION APP'D. DESIGNED B.W. REVISIONS CHECKED B.W. DATE l?·,;-,!',f STREET IMPROVEMENTS' FOR ADAMS STREET CITY OF NE\VPORT BEACH PUBLIC WORKS DEPARTMENT SHEET Z OF 8 JN. B4-107 ~ ~ ' ' I I I \ 1--, ' .. "J. ~- "',JC_: --L-.-C .• ~-"' . ' -' ,_ ! ., ' ---.: - F ,_ i '; ---------------------- ·--------------------------------------------- - L./J.C. =2/RI_' t--======-===c-'"'1' , ___ -_--__ -_____ -_-=-------------- -__ -__ -----------------------------------·---------------------------------------------- ----------------------------------------------------------------------- ---------- - ---------------------- -------------------- ----- ----------•--------- ---·----------------- -__ -__ -__ ---~~~ --- ·==~~~~~~~= ------------------------- -----------_________ -------- ------------------ ---------- --., . - ' I -: --- --' ' ----. - --t- ------___ -___ -----------------·-------------------------------------------- --- ----------------------·---··-------------··--. - ----------------------------------- ----------- ----=-------- --·------------·---- c-------------------------,--;--1 ----- -------- ---------- --- ---·--=· ==-=------== ,,----~---===·· -------~ ·------------------------------------------------=----~---------------------------· --------- --------------- CURVE OAT/I CtlRl'E@ L1 = 90°00(:lf' R = 15.50' L = 21.f!I' T = /!I.50' STREET IMPROVEMENTS CONSTRUCTION NOTES @-REMOVE & DISPOSE OF EXISTING CONCRETE PAVEMENT, CURBS AND SIDEWALK - . , ~ SAWCUT WHERE INDICATED • • @-REMOVE EXISTING STREET LIGHT • ~ CONST. CONCRETE CURB (6" OR 8" CF PER PLAN) PER CITY STD.-182-L, MODIFY GUTTER CROSS FALL TO 1" f?\@-coNST. CONCRETE SIDEWALK PER CITY STD.-180-L ~ CONST. TREE WELL AND ENHANCED SIDEWALK PAVEMENT ~ PER ARCHITECT'S PLAN ~ CONST. CONCRETE COMMERCIAL DRWY. APPROACH PER CITY _ STD. -160-L 0---CONST. 6" FCC PAVEMENT (3250 PSI) WITH WEAKENED PLANE JOINTS PER CITY STD.-109-L · ~CONST. FCC CURB ACCESS RAMP PER CITY STD.-181-L --------. ---------------------- - ---------------- NOTE: FOR STREET LIGHTS SEE SHEET 6 SEWER IMPROVEMENTS -_ @--CONST. 8" VCP SEWER PER C-I'!'Y STD. ~CONST. SEWER MANHOLE I PER CITY STD.-401-L .. eA-CONST, 4" HOUSE CONNECTION AND C1EAIJOUT PER CITY _ -STD. -406-L AND SEWER LATERAL CONNECTION PER CITY _ STD.-405-L, TYPE "A", WATER IMPROVEMENTS --- @-,ABANDON WATER MAIN IN PLACE, CUT AN!) CAP ENDS, ~ CONST. THRUST BLOCK PER CITY S'!'D.510-~ ~ CONST. 8" ACP CLASS 150 WATER MAIN PER c:'.::Y ST:'.l. ~ INSTALL WATER SERVICE PER CITY STD. -502-L ~ • CASE "E" • ~CONST. PRIVATE DRAIN THROUGH CURB PER CITY STD.-184-L 2/76 DIETERICH-POST CLEARPRINT ------------- -------------------------------- ---------------------· /-1-00 ,EAST BAY 5CALc: ----------------- \ NOTE: ill ~ ····-,--~ -----------~----~- CONTRACTOR TO INST/Ill CITY FllRNISIIEO PARA:'/;f/(J \ !METER I/SSEIIJBLlc5 OH THE NORTH SIDE OF EAST j BIIY Av'E., PER CITY STO. -912 -L, AT TIie ./· FOLL0/1'/tV& ST/ITIONS : ) Ot-48.0 1 Ot-94.01 /+43.5 {l:.=NEfl/ tl1ETE.e) / / _ _,--__ . _ _____./' AVENUE APPROVED J:OR: SEWER AND WA,TER CONSTRUCT/ON ONLY fJ!)J2uJill c,ry 6Nu/N£6R R.C.E'. /(;,79/ NOTE: I I \\ ~ ~------~------ ---;-8'' s ------·--! THIS Pl.AN IS Sl5NEO BY CITY FOR CONCEPT[! ADHERENCE ro CITY STANDARDS ONLY, CITY JS NOT RESPONSIBLE FOR DESIGN ASSUMPTION. t; ACCVRACY, Wg'oo]gey IE~furnee~, fume. APPROVED (; [' 1-+----t------t---JUwJ;Ji, STREET IMPROVEMENTS FOR CIVIL ENGINEERING•261-1199 18001 SKYPARK CIRCLE • SUITE K • IRVINE • CA • 92714 lfZret LJ? - C4L /7;// E. lf/t?t?LSEY _ / /2:'Cc. .3'/t?h' , 3·27-86 DATE ffi DESCRIPTION APP'D. REVISIONS GITY EN<ilNEf,~ R.E. NO 167'I. DAT" Feb. '2.,/ 19&& DESIGN~/i. CHECKE~ '( 'If. DRAWN If.Ii. BAY AVENUE· CITY OF NEV/PORT BEACH PUBLIC WORKS DEPARTMENT SHEET .3 OF tJ· ✓v - I ~ ~ JC! 0 > ~ 0 !i :o,, CD m JJ '.S~--- ( : I, \ I ---·-·------ . --· ---·-·--•----- • ' --------.. -----·----··· --·------ -r------ ------------------====---------·--·------------ - -------------- -·--- --· ---- ----,----·---·-->-·-• --1 ' •--------------=::::: -_----= == :===1==/r----+---== i -==--__ -._,_~ ===--==· •· ==-_---_. - = __ -·_: ~--- ---------------------------------·------ ==------ ---------------======== _-__ -_. ,c. -------. 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'¼ .~·~ ~ t~·. ···~ ~-_· --• .. -. ------~..--_ ·~ -==-·---.• , ~:_ ~.::_fE-~~=~=~~=~.=:.=-~-.=:·=-~-====·-__ ----·-,= -=-. -=-_-=- •-.--.-.=:-=_= __ =-=~----=--==-=---=-=· -==,-· - -.. -== = -='--tl ~ -=--•=.:::-:-=• - ----~ =-·--: ---· .-. === -· =·""--',:7,~,-"c:~._-1 .• -'=·=·. ~=..--.:•• -'"" ~,= ===:,=--== ==== ==== =====· = =-= == =---= -=---·~~~g~~~~:::::::~===------=_==-== -=·cc.;= ---•••• --==~~_,--_-_-·_· _-_--=:=--·_---_=_.----:: ==--· ··• , : 0== --• -==-. ·-_.,=,!_,_'?J.=-c.~=f;..76, ••• 1 •• =·· • -••• =-•---= = =: = •-:~ ~~ ~=-~: ___ ~-:._ .. _·· ·.-•·· :. • ·=-. =., = ~if:J~ .. ~ •• :_:-•= .~~ •~ ~= ._-._-·•· -· -= ~=-:: ·:_ -__ ~:_ ._· ··-~-~ ~~ -~~ == ~=·: = = = ~ =-• --::-= j= ___ ~=• ~ ~ !~-=s~~c=----= ==.-== ._ ·= .-~ ___ . :_:. _ _cc __ _ FtJTUffe £/IJ"TERLY TtJP cuRg_._ -----1~ -=.-~~ •• ,::,,~-=---~ --=~~=-====-···=~ ., ·=-== .•=-.=-:·~:;: ·--~~=-·-~:=-== ··=-·=·=··'·~--·-._ ~=•-··· --=--=~===•=-= -------------- ------------------- -----,-·-- ----·---- 2/76 DIETERICH-POST CLEARPR!NT tJftJO SEE SA'EET ,fZ' -U.:7. .3 /4' i VARIES AS REGO rOR · J TRENCH EXC, ~ J £ PALU 8T.R£cT S?:4; tJ ft)tJ. Oil 1 I I • I I 1 I I iz ··· · · ·-· ____ ::.:: =· ....-:-·· = --· ·--~ -· :-·-=-·-. =·• -= -_ =--· =· -'-··-==--== = --· SCALES /fELCJCATE STtlP SIGN Ttl 8C.R. _ £XIST.8" • tJN~ TO BE REMOVED NOT£, 4 FOR STREET LIGHTS SEE SHEET 6 PALM SCAL.E Cl//f // E ,r;,4 U R=20,(?0' --------/f(JO •~.- 5€€ PROFILE 'A" IIEREON I~ //OT&: ....____ ------:::::---.....::::::-.. 4 NtJTe: ---FER'RY ,1/CCESS RAMP ANO AO✓AC£NT PL/BL.IC R/W IMPROVEMENTS. S:ee STReET IMPR'OVGM£NT PLJJN --r----1,/12,_ • I -- 1 STRE£T /MPR'OVeM£NT.S FtJR TIie 54ST SI06 OF PALM STREET PER 5TR'6ET IMPROVEME'.NT ?LAN NO. ®-::---CONST. 4" ACP CLASS 15 0 WATER MAIN PER CITY STD ®-INSTALL_ 8" X 8" X 4" DI TEE ~INSTALL-4" GATE VALVE -• @-INSTALL PRIVATE FIRE SERVICE PER CITY STD. -512-L ®--=INSTALL 8" AC X DI TRANSITION COUPLING STREET IMPROVEMENTS @-REMOVE & DISPOSE OF EXISTING CONCRETE PAVEMENT, CURBS AND SIDEWALK ~SAWCUT WHERE INDICATED 0-coNST. CONCRETE CURB (6" OR 8" CF PER PLAN) PER _ CITY STD. -182-L, _MODIFY GUTTER CROSS FALL TO 1" ~ CONST. CONCRETE SIDEWALK PER CITY STD. -180-L ··©-CONST. TREE WELL, AND ENHANCED SIDEWALK PAVEMENT PER ARCHITECT'S PLAN (SEE SHEET 7 ). ®-coNST. 6" PCC PAVEMENT (3250 PSI), WEAKENED PLANE JOINTS PER CITY STD.-109-L r,'.;\__CONST. FCC CURB ACCESS RAMP PER CITY STD.-181-L ~ CASE "E" MODIFIED. @--c---INSTALL 15" ACP 3,,000D STORM DRAIN, BEDDING PER CITY STD. -106-L , •· . . . @-CONST. CURB INLET. TYPE OL-A, W=3.5', PER CITY -• STD. -305-L • ~CONST. LOCAL DEPRESSION PER CITY STD:-304-L @-REMOVE BRICK & MORTAR PLUG AND JOIN EXISTING ( 15") SEWER IMPROVEMENTS ~ABANDON SEWER IN PLACE AND FILL WITH SLCRRY @-REMOVE EXISTING MANHOLE @1--=-CONST. 8" VCP SEWER PER CITY STD. @--coNST. SEWER MANHOLE I PER CITY STD.-401-L (§)2--coNST, 6" SEWER LATERAL AND CLEANOUT PER CITY .STD.-406-L • WATER IMPROVEMENTS • f,;;\_REMOVE EXISTING 8"X6" REDUCER AND AND JOIN EXISTING-V-8" TEE @----c.--ABANDON WATER MAIN IN PLACE, CUT AND CAP ENDS, CONST. THRUST BLOCK PER CITY STD.-510-L @-coNST, 8" ACF CLASS 150 WATER MAIN PER CITY STD. @1---CONST. WET BARREL FIRE HYDRANT ASSEMBLY PER CITY STD.-500-L (INCL. BUTTERFLY VALVE) (§-INSTALL 8"-45 DEG. BEND W/ THRUST BLOCK PER CITY STD.-510-L ~INSTALL 8" RT BUTTERFLY VALVE PER CITY STD. 509-L ~INSTALL WATER SERVICE PER CITY STD.-502-L ~INSTALL WATER SERVICE PER CITY STD.-503-L @--INSTALL WATER SERVICE PER CITY STD.-504-L NOTE:- rHis PLAN IS SIIJNED BY CITY rOR CONCEPT [1 ADHERENCE TO CITY STANDARDS ONLY. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS lf ACCURACY. STREET Woollzey IB~mee~, llirnc. 1---l---+--+------------t--l Acm wfiL STREET IMPROVEMENTS APPROVED FOR: SEW£!? AND WATER CONSTRUCT/ON ONLY -9~,rY=6-~-G-IN=E-wm-R-~R~.C-.E-_-!(-,?-9_! _ ' i.~~~f, ·c IV IL ENGINEERING• 2 6 1 - 1 1 9 9 18001 SKYPARK CIRCLE • SUITE K • IRVINE • CA • 92714 8·/9-/985 CA'T£ 4-!J-86 RLW 3·27·86 RLW DATE BY fil J/00 2" WATER SERIIICe 11110 PRO/I/PE Z" TYPE 'K' COP!m' f'JP8 l?J BtJAT PPCK. ,f!E//ISE A/'t.Y 7.'C. PROFILE c. 8/IY -A//.6'. ( RT>'/. Et.El/.@ PAL,/! ST. DESCRIPTION REVISIONS CITY f.lJ()/Ne~~ R.E. NO I 6I91 .. DAT Felo. '-<..I APP"D. DESIGNED :5.:5. CHECKED. 5.5 DRAWN 75. DATE ICJ-7-.fJS FOR PALM STREET CITY OF NE\~JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 4 OF 8 ::J z ~ OJ rn .JJ _m n > !:_;: 0 ;I: "-'----..! ( I -I :· I ~I ' __ - I ~ c..:: c· ;:L__ ___ J .<:. (j) ,7 C $_ co rn JJ ;,,------, ;:: r. C : s-· C s: ~ -I ~ ,_ - C ~ ~ -- ! __ II i i .• i , --- ---. cc ---. --. I i --- _J CT ----'. -., ,-- ' __ , ---. --_ ·-_,. - l ' - --< 7,/0 SCALe -;-- ... -- I I i -' ;m11 . ---- I I : -· . ' . .. --I- \ L _____ _ ,----'---··------·· ------ 1 . 2/76 DIETERICH-POST CLEARPRINT --1 i , I I ! : I • ---------1 , I q-i I I i , I i , =---~-- - ,., , .. --- - ---- I I ' : -, -' I , 1- 0 ADAMS STReET See 51/EE:TN/J.Z !xa "fo!'.J, ~&, , ·-..I~ ~IN.8.J:4LE 8':-7< l!V.;_/JN S'LY"B" l.7Nc') --' ------ _, cl'i. en ,Jcf_°eRF,ZZ;WCv. {~ ~m.r.tJUTTel(ElY. VAL.Ve ' ---1 I ==, =·. r=c -a, IJ.7. f' ~; . .. . ' --'fJ·H'ilfE. ~C~EllJN ~: '.B'.' . ------j ~ . --. . -. . . - - •. : CONSTRUCTION NOTES STREET IMPROVEMENTS @-REMOVE & DISPOSE OF EXISTING CONCRETE PAVEMENT, CURBS AND SIDEWALK ~SAWCUT WHERE INDICATED 0-CONST. 6" FCC PAVEMENT (3250.PSI), WEAKENED PLANE JOINTS PER CITY STD.-109-L WATER IMPROVEMENTS ~CONST. 8" ACF CLASS 150 WATER MAIN PER CITY STD. ~-CONST. 1%:T BARREL FIRE HYDRANT ASSEMBLY PER CITY STD.-500-L (INCL. BUTTERFLY VALVE) ~ INSTALL 6" RT BUTTERFLY VALVE PER CITY STD. -509-L 'Cl-INSTALL 6 "-90 DEG. MJ BEND W/THRUST BLOCK PER CITY STD.-510-L @-INSTALL 8"-45 DEG. BEND W/ THRUST BLOCK PER CITY STD. -510-L ,c-,@-INSTALL 8" RT BUTTERFLY VALVE PER CITY STD. -509-L ~~INSTALL 8"X8" RT X FE TEE • ~--INSTALL 8" AC X DI TRANSITION COUPLING NOTE, _J __ _ rHIS PL.AN IS SIGNED BY CITY FOR CONCEPT e ADHERENCE TO CITY STANDARDS ONLY, CITY IS NOT RESPONS18LE FOR OESluN ASSUMPTIONS f1 ACCURACY. I ----, j _ _:______; APPROVED FOR : SEWER. AND WATER CONSTRUCTION ONLY WO'oo]sey JE~fumee~, limlc. l-----+---+--------------1---l AP~ .WATER MAIN FOR CIVIL ENGINEERING•261-1199 18001 SKYPARK CIRCLE • SUITE K • IRVINE • CA • 92714 DATE BY DESCRIPTION REVISIONS CITY cfN6IN6'.iR16971 R.E.NO•~~~- DAT" ~ 2,( it/!Nc. APP'D. DESIGNED S.5. CHECKED 5'.5: DRAWN 7.'5. DATE /,>-7.,55' EAST BAY AVE. 8 CYPRESS ST. CITY OF NEl!'JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 5 OF 8 JN. 84-107 -,, ~ ~ ~ ~--:· " S::· r'' C ,, ' < z C C " :J '.": C "' r. > ~ C l.". ;:c_ '"'------' NOTE, CITY OF NEWPORT BEACH UTILITY DEPARTMENT TO INSTALL NEW 11/4" CONDUIT FOR FUTURE 240V SYSTEM PRIOR TO. SIDE.WALK CONST.\ (§-• 54 ' • 55 l ~: I I/@ I r-- 1 I I I ! -"1 t l -!!_) 1@ - ,_r----_ _J_ I j l§> ' ' I , ,_ ' 5' - ' ' li-----------1 ---___j I I I I I ~ I ®1 I --- @~;@ 56 ., 'r-- J / I "' -"o0.;+,,;2'--'7.'i-. sT?,,---,,.,,.+--t----+-~-5G-71l~s ,@,_ ,g-5 0/S 14.5' RT. , • ~ -------_ ~~ '--,_l-"'""',-____ -=;,,.P._a_.c_._T,_()_E_O_IS_O_N_S_E_R_v'._1_C_E ______________________________ __, @T <iJ'®0 @ . ' != w ' w ' . oc I= CJ) ' ' ~ @) O+ 8Z.i'l ST. ll6HT / / ___ .,, l' •• EXISTING PULL BOX PER ' P.M. 82-706 (FUN ZONE) @ IMPROVEMENT PLANS. ~ ' ' ' ~ <:::t ~ '------------ / ------------,,I-------,' ---+--l------------------------------------------------------➔::----------------- 0+00.00 BAY / /✓ 1B AV AV IE~ u IE ---------"--'2:,_+__::_S=0•.:::.._07:..___,;::.BA:,:..:Y_ o+oo.oo ADAMS .._ ..., o+oo.oo PALM / ~ ~ .... ~ NOTE, /.. i-: §l ~~~=~ ~ ~ JA~t'1/t:A1iRiffr;&!T / METER ANO PANEL .• PEDESTAL.----------../ / . > / - Woolsey E~ineering, Inc. CIVIL ENGINEERING a LAND SURVEYING 150 Paularlno, Sutte 132 Costa Mesa. CA 92626 ~D~33706 (714) 540-0221 1~·'3=-e,'S DATE 1. 2. -3. 4_ -• 5. ' 6. 7. 8. 9. 10. 11. 12. . 13. 14. 15. NOTE, STREET LIGHTING GENERAL NOTES ALL STATIONING REFERS TO CENTERLINE OF STREET. CONDUIT LOCATIONS SHALL BE PER CITY STD.-101-L. CONDUITS SHALL BE 1-1/4" NOMINAL DIAMETER PVC SCHD.40, CONDUCTORS SHALL BE NO. 8 AWG TYPE TW COPPER. CONDUCTORS FROM PULLBOX AT BASE OF STANDARD TO LUMINAIRE SHALL BE NO. 8 AWG TYPE TW COPPER PER CITY 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,CITY STD.-205-L. ' SPLICES SHALL BE MADE IN THE PULLBOXES BY MEANS OF END-TO-END CRIMP TYPE CONNECTORS PER CITY STD.-204-L. PULLBOXES SHALL BE NO. 3-1/2 BROOKS PRODUCTS OR EQUAL PER CITY STD.-205-L, UNLESS NOTED OTHERWISE. INSTALL A PAIR OF IN-LINE FUSES IN THE BASE OF STANDARDS PER CITY STD.-205-L. CONDUIT ENDS SHALL BE SEALED PER CITY STD.-204-L. ALL CONDUIT, WIRING, CRIMPS, FITTINGS, PULLBOXES, LUMINAIRES, POLES, ETC. USED ON THIS PROJECT SHALL BE U.L. LISTED AND APPROVED FOR APPLICATION USED. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST AMENDED EDITION OF THE NATIONAL ELECTRICAL CODE, ALL STATE AND LOCAL CODES, AND CITY STANDARDS. SUCCESSFUL BIDDING CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME FAMILIAR WITH THE-EXISTING CONDITIONS. STREET LIGHT POWER SHALL CONFORM TO CITY-OWNED MULTIPLE CIRCUIT (240 VOLT) PER CITY STD.-204-L. EXISTING SERIES CIRCUIT STREET LIGHTS SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES. CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO PERFORMING ANY WORK ON THE STREET LIGHTING SYSTEM. CONTACT MR. GLEN STANDAGE, ELECTRICAL FOREMAM AT (714) 644-3011. STREET LIGHTING CONSTRUCTION NOTES "EXISTING 5-KV CITY STREET LIGHT CIRCUIT TO REMAIN IN SERYICE AT ALL TIMES. REMOVE EXISTING PULLBOX AND PROVIDE NEW QUICKSET PULLBOX, ED-17 (BOLT DOWN LID). INSTALL NEW CONDUIT AND CABLES TO MATCH EXISTING 5-KV SYSTEM, REMOVE EXISTING ORNAMENTAL LIGHT STANDARD AND SALVAGE TO CITY OF NEWPORT BEACH UTILITIES DEPARTMEN'r. REMOVE EXISTING LUMINAIRE HEAD AND BALLAST ASSEMBLY, REPLACE WITH NEW 240V, 100 WATT H.P,S, LAMP AND BALLAST (GE CHANGE OUT KIT NO. 35-961520-06 OR EQUAL). REMOVE EXISTING 5-KV CIRCUIT IN POLE. INSTALL 1-1/4" CONDUIT WITH 3-ieS CU TO NEW PANEL AT METER PEDESTAL AND CONNECT TO A 20A/2P C.B. INSTALL NEW PULLBOX FOR 240V SYSTEM. INSTALL MARBELITE TYPE 500 ORNAMENTAL LIGHT STANDARD WITH 240V, 100 WATT H.P.S. LAMP AND BALLAST AND 4'X2.5'X2.5' FOOTING OR APPROVED EQUAL. INSTALL LIGHTING STANDARD TYPE I, PUMCO CAT. NO. 42 D4, PER CITY STD,-200-L. INSTALL NEW STREET LIGHT METER AND PANEL PEDESTAL PER CITY STD.-206-L. SYMBOL □ A ·LEGEND DESCRIPTION EXISTING STREET LIGHT NEW STREETLIGHT EXISTING PULL BOX NEW PULL BOX EXISTING STREET LIGHT CONDUIT & WIRE NEW STREET LIGHT CONDUIT & WIRE NEW STREET LIGHT METER & PANEL PEDESTAL THIS PL.AN IS SIGNED 8Y CITY FOR CONCEPT 6 ADHERENCE. 70 CITY. STANDARDS ONLY-CITY IS NOT RESPONSle,LE FOR DESIGN ASS(IMPT/ONS-• t{ ACCURACY . RESUBDIV/5/0N 797 l----t---+------------+---tA~}f_1(}_0/. STREET LIGHTING PLAN FOR DATE BY DESCRIPTION APP'O. REVISIONS CITY ENGINEER R.E. NO. 19791 DAT" c.PA,Z. ( I tjP,, DESIGNED :R.L.W. CHECKED .R.L.W. DRAWN J.J.5 DATE 12·.30-8S EDGEWATER PLACE P.M .• NO. 85 -281 CITY OF ~JE\'lf PORT BEACH PUBLIC WORKS DEPARTMENT SHEET 6 OF 8 84-107 ,c" T 'z "' ~ •. I J:(/ . I ' C C cc ~ ~ a z rn • C 's :?; T ;:::_ c" ,C: ;.;-,___ ___ __, I ! • ! r, C 8 Q ' f: I .. < ,_ t: ~I ::J .,&:J~. 'it,l '\ , _r.,.J_ ~ ' -,• :. ::.-~.J..L :..,. 0 g RESTAURANT ELEV. EQUJP. :,z.>-:0 Nb • 7?I' 1'1/'i£'c:. 7 J> N ~}:C7~ i-o 0Q:'.'n..v1 ~.~=: A ~rr IJ,v':L-S"'.0~ ~;..,,.,.,l); -?f:::::e.~ 10 v:✓ :....0 cr~L,-4 ;-;_ ~ >-.,.._ /2>:J:NL, _q/:;-:-~,.::.'./, -:). ? ~(:? ~--:-e, SERVICE VARD i j I RETAIL . ffi.=-c,:,,--io I. ConlrOl:'lot V><lll ~ ,.,spons,ble tor tn0<in1 ,-.;m..,.U !<mil,..-wrth oil unciH,:iround ut,1,11<"'-, piP"""1 end Slruct,,.-..,_ C<7>trncl,:,, .,..,II 1.;,., .,,1,- r<"'!)Ol"1Sibih1y for =•1 in:utr.-d duo-lo~ ,s-.d rl!'Ploc..........,t of -d Jtilili...._ 2. 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All r,k>nl,r,;i ar~ sholl drn,n a rnirnmi.rn of;,,._ R, All~ surloc,., <hall dl'o,n o mlnlmi.rn of I'\.. 9. All drainlm,.S shol! drain a mimlT>JITl al 1','>C,, IO, I~ dro,N,~ VIOII be irutolll'<I pm,, 1o tr...-inslollot,on. 11. Drc,nlin,, IOVC>J! is d1<>0rO'YIIT>Olac. IIl e.A. T,W. F.'i,. '-C. o.c. ,.c. 11.W. Ii.I"'. 1100.00' 100.00 -) CL l .S. B.C. T.C. F oni,~ floor Pion!""} Ar~a loPoF \l,'ol! Finisl"l,-d~ E.~.,1,c,gEl.'<llr<71 Pr~ Grc~ E.1.,.....,1,on FiowL,.,.. Top of (,rat~ R1mEl,e,vol1on l oP cf Curl> 1...-,1 -AVIE.- KIOSK .b J I P.f.~. (p."10 □ 0 ~IJ CY / (I] • • • • ., " :1 :I • FAST FOOD 0 [D , ,' , C ,--• • • • • : 0 • • • • -P~ i~~:::7--Y-(2. ..:~---I l:,t,2 ,... -::,;;..-:-2.::= -,.,.-5;_.;.:.,..-;:;:-;-.· :.;.'.-2...,~Z:;: .,~.:>.~:=,. -:::-;::. ~~~ f:i "'2 ~ ;::_.:_ CMAl\!NEL DRAIN !■■■■■■■■■■■■ NDS 243 (BY NATIONAL DIVERSIFIED SALES, INC. (818)991-§000) EB .. 4" P.V.C. PIPING SCH. 200 '7~ 1/!V:L E'0..'.i ~Q'2. 7;?,t-t~ ;._~- ~ ::i'i. ~~•-:;,_, 9x9 GRATE NDS 970-BLACK .(BY NDS, inc_ PHQNE: (BOS 498-3656) .INSTALLED P~R MANUP,ACTURERS SPECS. . I ,. I v~· J .. J 'I GRATE DRAIN D TAIL . I " ii .' ~!YI ',{:]: ,,. ! "' I I - I - .:r 0 0 Nc;t,., 0c.e oV 1.- c,,9',:;> '-G? 0 • F ffi I 00 c,..:u.,,. ~ c.,-;y 01CE>i.-+"'-i..."-, 0 0 0 0 ,..,_, -~' ~ :i j: © I I I 0 j .-.,--~--.·--· V, ·. Shttt Number or 8 • Sheets co co co co I © N. • ''¢ □ □ □ □ • u C: - Jt.J 84---107 .,·_, ....._ __ ··--·-·-. -.. -~= .L.._________L:...:._ .. -_,,,fl n ~ ,-"ij D ~ \ l, I z ►<-----~ -c. t ~ ._ • 1 C i ,_ :::; j > '.:- 2 -' c- " .. , ,.__ C ; -• ~ l -',- ' PAVING AT BULKHEAD 4" TO 6" CONCRETE TRANSITION +·-----1 ']. t... ----"f,-1/,-. ( V:-'.~>-_-::-;;."7 :.-,1~7 ...,~:,,.,:.~ l@]l BRICK STEPS AT PLANTER I ® \ Ii-; ,_ ,! (p i ,, .J~ ~ ";;("'~ C, -;' "".:,s,..tc_::. -W;;t>-\/Y ~ ~ '-.; <&-'. {;,?~ ;::::,~ ,",.~ ,,-.,-""-__.. 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' l D ~ FLASHW ALL AT REST AU RANT J A 1============·======~ J~l PAVER LAYOUT ( TYP. 8'X8' SQUARE) 111[] -==========================='===:=:'..=~ c/-G,11 ' I ~ T l I ,=A_i; , I 1/,;, • , . c ------• ----• -==-- 0 5 6" PLANTER WALL l : co co ' co co I © r--~ -,. ~-· --r--- □ ! I, 0 c.o I ~=== (0 i C\I CD ·a: 0 (.) ' ! C1) ! ,( <C () ~ ! .c C.) co (!) ' cc (/) ' ,_ (!) C: C: co C:" "C ' C: ' (IJ ,o Shttt Number 8 Of 8 Sheets , 5 ;.: I, ~ > ,; I r , ·-G') 7