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Home My WebLink AboutR_5683_S. ' '~ ' f ' '"+ i I I I I I . ,. ! X SHEET NO I - 2 3-4 5-9 10-1 I 12-20 21-29 30-38•._.• 39-'48. 49-56_ 57·-65 • 66-73 74-78 79-80 81-89 90-112 •· '· I I 3 -. 114-120 121-1.27 I 28·-134 135-143 144-149 150-162 I 63-173. • INDEX.OF SHEETS DESCR I PT .i Ofl' TITLE SHEET KEY MAP. CONSTRUCTION NOTES TYPICAL SECTIONS STANDARD PLANS LIST SHEET IDENTIFICATION K-1 CN-1 TO CN-2 X-1 TO X-5 GRAD) NG AND.'REMOVAL PLANS EROSION CONTROL PLANS LAYOUTS .· <'' G-1 TO G-9 PROFILES ·-, CONSTRUCTION DETAILS/INTERSECTION GRIDS DRAINAGE PLANS • DRAINAGE PROF I LES ,· ' • .DRAINAGE DETAILS WATERLINE PLANS UTILITY LOCATION PLANS .. STAGE CONSTRUCTION/TRil:FFIC HANDLING PLANS CONSTRUC_T I ON AfEA SIGNS PAVEMENT DELINEATION AND SIGNING ,'LANS SIGNAL AND LIGHTING_ PLANS STREET L 1 GHT.I NG PLANS MEDIAN HARDSCAPE PLANS LANDSCAPE ELECTRICAL PLANS· HIGHWAY PLANTING PLANS IRRIGATION PLANS EC-I TO EC-9 L-1 TO L-9 P-1 TO P-10 C-1 TO C-8 D-1 TO D-9 D-10 TO D-17 D-18 TO D'-22 W-1 TO W-2 - U-I TO U-9 SC-I TO SC-23 CS-I -PD-1 • TO PD-7 TS-I TO TS-7 SL-I TO SL-7 HP-I TO HP-9 HP-10 TO HP-15 HP-16 TO HP·-28 HP-29 TO HP-39 ST A TE OF CALIFORNIA DEPARTMENT OF TRAt~SPORT A TION PROJECT PLANS FOR CONSTRUCTION ' \ . iSTA TE -HIGHW AV· IN ORANGE COUNTY IN NEWPORT BEACH ON ON _-PACIFIC COAST-HIGHWAY (SR1>. FROM •• MACARTHUR .BOULEVARD (SR78) ' > •• ,_ ' ;C ' ' - ' TO AVOCADO AVENUE AND ON MACARTHUR BOULEVARD <SR78) FROM PACIFIC COAST HIGHWAY (8R1> TO .4 MILES NORTH OF SAN JOAQUIN HILLS ROAD To be supplemented by Standard Plans dated July, 1992 DEL N RTE TR!WT-Y SHASTA HUMBOLDT TEHAMA M NOOCINO LOCATION .. • MAP 'MODOC LASSEN SIERRA V • liMla,w TULARE KERN ·, SAN;,B£RNAR0!N0 \ SANTA ....._ ' BARBARA LOS ANG£LES • '-r O"-" ~ENTURA ~------..r--,./ ,~ ......,,..-RIVERSJDE SAN DIECO 1;.~P!::RlAL ,._,,-, x---~-------11 X X ' +-,: C C a:r OE +- "'L -0 " L <1 '"" "O".::J C 00 +-'c o, L " 0 +-'l-o = +-C, u,U Q) ~ :.a+= 0 DC ~~ HARBOR VIEW DRIVE I ) 120 ROUTE 73 0 !I) E, ,::-+-L ...--.---1-0 '~ ~ w l() r-a> <( ' a a> 0 z z a::, 0 ID i='. "I" <t 0 a: r-V) l() 0 w "' .,u 0"' §o Eu L Q) o E-.! 4-L 0 CO::, 04-C \J L 0 u (I)~-c 0..(0 - 0 "'(I) w"°!-1. Q),. > -L +. 4-· ID = .CU) Q O ·, BEGIN CONSTRUCTION (ROUTE 73) STA 100+80 PM 0. I NEWPORT BEACH o-+-t-t---1 4-"' C Lo _, <t > 0 er: :c CL Q_ <( :c ,-Vl :c "' >-V, er: ~ w > 0 -, z Q "' w D <D ~ ±: +·o :::i 0 "' • +--C Vl O 0 c~u:: O..c I.U 0 +-(]) oO 0+-· 0 .,: 0.+- E O C : ...... .c.:: 0 EMERGENCY TELEPHONE NUMBERS _g~i UNDERGRO.UND SERVI CE ALERT (USAl 265 SOUTHERN CAL 1FORNIA EDISON COMPANY (TRANSMISSION) " j:~ SOUTHERN CALIFORNIA EDISON COMPANY (DISTRIBUTION) t¥2 SOUTHERN CALIFORNIA GAS COMPANY L Or- ~24-PACIFIC BELL TELEPHONE COMPANY 1--+----<I <( LL 0 N CITY OF NEWPORT BEACH (UTILITIES) (800) 422-4!33 ( 7 I 4) 939--4736 ( 7 i 4) 895-0246 ( 7 I 4l 634-3049 ( 7 I 4l 259-4476 ( 71 4) 644-30 I I ( 7 14) 962-241 I END CONSTRUCTION (ROUTE 731 STA 158+25 PM I. I 160 BOULE.YARD. 0 170 SCALE 400 IN FEET 800 1200 BASIS OF BEARINGS/COORDINATES THE BEARINGS AND COORDINATES SHOWN HEREON ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 (1991,3Sl,BASED LOCALLY UPON THE ORANGE COUNTY SURVEYOR'S 1992 ADJUSTMENT FOR GPS CONTROL STATIONS 4225 AND 5126. BENCHMARK , 5 i COUNTY SANITATION DISTRICTS ':!;I 00 . COMCAST CABLEVISION ORANGE COUNTY SURVEYOR. BENCHMARK 3S 20 70 ELEV= 181. 575 ~ , DI MENS I ON CABLE SERVICES YEAR ADJ= 1 Gfo ( 7 14) 285-2055 W ·, The Contractor shall''.posse.3S the Class (or Classes) of licen·se 0.5 MILE NORTHERLY ALONG MACARTHUR BOULEVARD, FROM THE INTERSECTION OF ( 7 14) 721-6230 Director of Public Works C!ty of Newpor+ Beach Re9!&tered Civil Engineer Dote 9/15/95 -note ,_I W_J . .. .., ·.. SAN JOAQ~IN HILLS ROAD ANO MACARTHUR BOULEVARD, 70 FEET EAST OF THE ~1 ':i_· as Specified in the "Notice to Contractors". CENTER LINE .OF THE BOULEVARD, ABOUT MIDPOINT BETWEEN AN END OF CURVE Plans Apprc,ai Date 7 I ,. I • J . ., .1 'C -J -· L.J • _, "-' ', w _J .. -,,; -, .. I- f"-•" t0' -,/4 ro (0. (l) ·,N u.,.·, ·.m er; "' I";' "' •u. I. a_ ,-, • • IN A CONCRETE HEADWALL FOR A 6 FOOT DI A•IETER CONCR~TE GULVLRT, SET IN THE 1Li_o u AND BEG.INNING OF A CURVE FROM THE SOUTH, 12 FEET LOWER THAN n:E BOULEVARD; r: . ·' ::i;:.i, .. ~·_ .. ~· ......... ~.;"". _--_ •• ---:---...------...--:--------------------:.---------------------...--.,,.. ..... .,,.. ..................... _ ..... ______________________ , _ _J_T;.:O.:.P..;O.:.F_T;;.H,;;.E.,;E;.:AS;;.T_;;;HE;;.A,;;.DW,;;.A,;;.Ll:.:.,...:..I .;.F.:.00;.:T_s:,:o;.:,u;.:TH...:.Of_-.;,TH.,;E_;;;NO;;.R;.:Tl.:.i .:.EN~D;,;,. ______ ..., ________ ....J1..c ... o_n+_r_a_o ... t ... N_o_.J.. __ ..;:_ ________ .J § l ,' ' ·' ' .. .. r,, FOR REDUCED PLANS o . I 2 3 " .. ~---,.---,.....:_FO::R:::M:._·::DC;:::..:•oE:_. ~.:Q:.3".:_P;.;.F.::,<:_::RE::Y~-•-~· ·.:·J:,_/8::8::_l --------,-----'----------------c=----L--_:.::,. _________ O::R.::,.IG:::l:.:_N:_A;..:::_:S::_:C:_:A:,::L::E_:.:IS~IN:_.::.IN,:_:C::_H:::E::c;._~l==:l=::::l==:==:l==:=::,..J:_ _____________ ..c... ________________ _i_::C:_::U:__:_:12::_::2_:0_:::8:__ ______ .:,..'.:E::_A__:005331 ;; CI TY OF NEWPORT-. _B_E_A_C_H _ __,. ., 1 .f: DWG. NO. R-5683-S _c_,.._ _ _,.._;___J ' ,,,._,,,,_ -'•' -,_,_·, ,'. ~-',;,, . . • I ·---------·' --_. -~--~·--· -, __ , ·---~---·· ______ ,,_,_L~--· __ -__ .::_ . ....,_ _____ ·-····-·-'' ----_____ .-.. ' _....:,.,;. .. '-"".-c.'....'....·:·· ": ___ -~-_,_,_ .. '· ___ ...,;;_. __________ ·,-_._;;ct" -~· ... __ ._., ~ --__ .,,_,..., ___ '..>,-·_ '"~-~,--, • • :'~-,:,.,,._s.:..,::·:s,~S-:::'.C""·"---'·:.0c . .::..•i ; .. ,., cc~~~.;::.:: ___ '-' ______ -Ji __ -•• -.. , -~·-·----¾,._ ... _,-,-:::.~-'-• .·. - X 0 w >-(/) O'.l > 0 w w 0:: (/) w > I-w <( 0:: 0 X w I.I"> I.I"> I-(1l (1l <( '-'-(1l (1l --__ _, 1/l co ~ ..., ::E ---'\ ,, O>->-WOJ OJ 1-0 <tw 0 _Jz w =it:) :,,<'.'. u_ u 1>-,g ,ii -I ::r: I _J(/) w <CW ::r: uo u I-::c :I: x-(.!) -/ -Vl ::c a:: V) LLJ > 0 >- z ~ (.!) Vl -LLJ -:, Cl X 15 ,c i 0 i X II. 0 IU s Cl) t FORM DC-OE-92-PF <REV. 3/88l . ~ . 1 . •. ~ ________ , __ , __ . ·--.. ,_ .c:~• -•> . -L--------·,·-·. ----------------- HARBOR VIEW DRIVE L-2 MACARTHUR L-3 (/) )> z FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES L-5 I L-8 2 3 DIST COUNTY ROUTE TOTAL PROJECT 12 Ora I • 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH. CA 92658 16.25/16.40 0.011. 0 2 DA TE 11'-ofESSJo,v4( MICHAEL J. BRUZ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 KEY MAP SCALE I"= 300' K-1 cu 12208 EA 005331 173 CITY OF NEWPORT BEACH 1DWG. NO. R-5683-S -0 ~ - - 0 ~ re, ro ro (J) N z :::, ::a; (!) w.. =" n.. . a 0 ::, .. st 0 -... " w ' ' ,, ' i ; :r 0 6 I 8 ~ !ll i I i X X x- X X GRADING ANO REMOVAL DRAINAGE 0-PROTECT IN PLACE @-CONSTRUCT 18" RCP 0-LOAD PER @-REMOVE PROFILE @-SALVAGE @-CONSTRUCT 24" RCP 0-LOAD PER 0--REMOVE EXISTING CURB AND GUTTER A PROFILE ~ @-CONST 30" RCP □-LOAD PER PROFILE ®-REMOVE EXISTING CURB ~ €Y-CONSTRUCT 36" RCP 0-LOAD PER @-REMOVE EXISTING SIOE\./ALK PROFILE ~REMOVE EXISTING PAVEMENT STRUCTURAL @-CONSTRUCT 42" RCP □-LOAD PER SECTION PROFILE 0:: 0 @-REMOVE EXISTING CANARY ISLAND DATE @-CONSTRUCT 6" HOPE PIPE <DR 25) * ~ PALM AND PLACE IN BOX ~ ' ~ fs\---COLD PLANE EX I ST I NG AC PAVEMENT CONSTRUCT 18 " CSP < 1 4 GA l 1---+----1 ~-CONSTRUCT 18" SLOTTED CSP (14 GAl @-RELOCATE AND OET A I LS ON SHEET 0-19 >-en a w VJ > w 0:: w IJ') 1-0'> ~ ;;; (/) ~ ' Cl w (/J > w 0:: w I- <( Cl IJ') O'> ' O'> Cl>->-Wen en I-Cl <(w Cl -1z w :::J (.'.) :,.: u_ u ...JV> w <(W :I: UCl U I-:I: :I: 0 -Vl :I: 0:: Vl w > 0 >- z ~ 0 --Vl -:) w Cl ' LAYOUT @-CONSTRUCT CONCRETE COLLAR PER /id\..... CITY OF NE\./PORT BEACH STD-313-L @-CONST ROLLED CURB PER DETAIL ON @-CONSTRUCT CONCRETE PIPE SLOPE ANCHORS r,:;;::;.., SHT C-2 PER CITY OF NE\./PORT BEACH ST0-314-L @-CONST O • 55' AC OVER 1 • 1 5' AB @)-CONSTRUCT OL TYPE ORA I NAGE INLET @-coNST PCC CURB AND GUTTER PER PER CALTRANS STD PLAN 012 CALTRANS STD PLAN A81, TYPE A2-8 CL AND H PER PLAN AND PROFILE) @-CONST PCC MED I AN CURB PER @-CONSTRUCT OS TYPE ORA I NAGE INLET CALTRANS STD PLAN A81, TYPE Al-8 PER CALTRANS STD PLAN 012 @-coNST PCC SIDE\./ALK PER CITY OF (H PER PLAN AND PROFILE) NEUPORT BEACH ST0-180-L @-CONSTRUCT GI INLET PER CAL TRANS @-coNST VARIABLE AC OVERLAY STD PLAN 013 (H PER PLAN AND (3" MINIMUM THICKNESS) PROFILE) @-CONST 0. 55' AC OVER 0. 25' ATPB @-CONSTRUCT CONNECT I ON TO CURB OVER 0.5' AB OVER 1.15' AS INLET PER CITY OF NEUPORT @-cONST PCC CURB RAMP PER DETAIL BEACH ST0-303-L ON SHT C-1 @-coNSTRUCT GUTTER DEPRESSION PER @-CONST PARK\./AY CULVERT PER CITY OF CALTRANS STD PLAN 018(\,/=2'10=2") NE\./PORT BEACH STD-311-L AND AS @-coNST MANHOLE NO 2 PER CITY OF MODIFIED PER DETAIL ON SHT C-1 NEWPORT BEACH STD-301-L @ CONST MED I AN CURB ,\ND GUTTER PER @-CONSTRUCT MANHOLE NO 4 PER CI TY OF CI TY OF NE'w'PORT BEACI I STD 183 L, NEWPORT BEACH ST0-308-L TYPE C @-CONSTRUCT JUNCTION STRUCTURE @-CONSTRUCT BUS TURNOUT PER DETAIL NO 1 PER CITY OF NEWPORT BEACH ON SHT C-2 /::.,. ST0-310-L @-CONST FULL DEPTH AC ill @-CAP INLET PER DETAIL ON SHEET 0-19 (12" MINIMUM THICK l @-coNSTRUCT SLOTTED DRAIN CLEANOUT PER DETAIL ON SHEET 0-19 8N SIIEEf C 8 OF TIIE Pt::nNS @-CONSTRUCT CONCRETE V-0 ITCH PER @===ADJUST MANHOLE TO GRADE PER DETAIL ON SHEET 0-18 CITY OF NE\./PORT BEACH STD-111-L @-coNSTRUCT ROCK SLOPE PROTECTION PER @-ADJUST VALVE COVER TO GRADE PER DETAIL ON SHEET 0-19 CITY OF NE\./PORT BEACH STD-511-L @--coNSTRUCT BAFFLE \./ALL ENERGY @-NOT USED DISSIPATOR PER DETAILS ON @-TO BE ADJUSTED BY OTHERS SHEET D-1 8 M @-coNSTRUCT MODIFIED JS NO 1 ~ADJUST TO GRADE PER DETAIL ON SHEET D-19 @-RELOCATE FI RE HYDRANT PER CI TY @-ADJUST MH TO GRADE OF NEWPORT BEACH STD-500-L 98' E RELOCATE AIR RELEASE VALVE ~CONSTRUCT MODIFIED OL TYPE DRAINAG INLET CASE I PER DETAILS ON SHEET 0-20 NO USED @--CONSTRUCT MODIFIED OL TYPE DRAINAGE @--CONST 0.42' AC OVER 0.54' AB INLET CASE 2 PER DETAILS ON SHEET D-20 OVER 0. 15' AS @-CONSTRUCT GD I INLET PER @-CONST ROLLED CURB AND THICKENED DETAILS ON SHEET 0-21 SIDEWALK PER DETAIL ON SHT C-2 @-CONST 0. 25' AC OVER O. 33' AB @ CONST AC DIKE PER CALTRANS STD PLAN C87, TYPE A C8"l @-CONST SURVEY MONUMENT TYPE "B" PER OCEMA STD 1t06 @ FURN ISi I AND PLACE SLURRY SEAL @-coNSTRUCT INLET TRANSITION PER DETAIL ON SHEET 0-21 @-coNSTRUCT RISER INLET PER DETAIL ON SHEET D-22 @-CONSTRUCT CONNECTION ASSEMBLY PER CITY OF NE\./PORT BEACH STD-312-L @-CONSTRUCT 66" CONCRETE COLLAR PER CITY OF NEWPORT BEACH STD-313-L @-CONSTRUCT 66" RCP CO-LOAD PER PROFILE) SIGNING AND STRIPING CL FURNISH AND INSTALL SIGN AND v.::y POST AS SHOWN HEREON. 0-FURNISH AND INSTALL SIGN ON TRAFFIC SIGNAL POLE. @--FURNISH AND INSTALL SIGN ON ELECTROLIER. @--RELOCATE SIGN TO NE\./ POST(Sl. @--FURNISH AND INSTALL TYPE 1 PEDESTRIAN BARRICADE \./ITH R96 SIGNS. STAGE CONSTRUCTION @-NOT USED 0--FURNISH ANO INSTALL TEMPORARY RAILING, TYPE K, \./ITH SCUPPER @---FURNISH ANO INSTALL TEMPORARY CRASH CUSHION, ARRAY PER PLAN 0--FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN @-FURNISH ANO INSTALL TRAFFIC BARRICADE, TYPE III, INCLUDING N3 OBJECT MARKER \./ITH CONSTRUCTION SIGN, SPACING PER PLAN ~ FURNISH AND INSTALL CONSTRUCTION SIGN, ON ONE POST OR T\./0 POSTS PER PLAN SIGNALS AND LIGHTING <CONT> @--EXISTING 120/2t0 V. TYPE III-B SERVICE ENCLOSURE \./ITH THE FOLLO\./ING CIRCUIT BREAKERS: ONE 50 AMP <METERED SIGNALS), ONE 30 AMP <UNMETERED LTG.l, AND ONE 15 AMP <UNMETERED LTG.l. Q I. D. NO. 12-0RA-13 ____ . ~SEE TEMPORARY TRAFFIC SIGNAL PLAN SHEET TS-1 FOR STAGE CONSTRUCTION TRAFFIC HANDLING @-ABANDON ALL LOOP DETECTORS AND CONDUIT SHO\./N UNLESS NOTED OTHER\./ISE. @-I RC I ALL PULL BOXES SHOWN UNLESS NOTED Q OTHERWISE ~REMOVE AND SALVAGE ALL POLES AND EQUIPMENT UNLESS NOTED OTHER\./ISE @-RELOCATE CONTROLLER CABINET. SEE SHEET TS-3 0-RELOCATE ELECTRICAL SERVICE ENCLOSURE. SEE SHEET TS-5 0-RELOCATE EMERGENCY VEHICLE PRE -EMPT I ON DETECTOR SENSOR. SEE SHEET TS-5 @-RELOCATE EXISTING MODEL 110 CONTROLLER ASSEMBLY IN TYPE 332 CABINET TO NE\./ LOCATION SHO\./N. MODIFY, AS REQUIRED, FOR NEW PHASING SHOWN AND ADDITIONAL LOOP SENSORS. @--RELOCATE EXISTING EMERGENCY VEHICLE PRE-EMPTION<EVPl DETECTOR SENSOR TO Q NE\./ LOCATION SHOWN. SEE SHEET TS-6 ~LOOP NUMBERS 1 ANO 2 IN EACH LEFT TURN LANE SHALL REMAIN UNSPLICED DIST COUNTY ROUTE 12 Ora I, 73 t"'U:::, I Milt.:> TOTAl PROJECT 16,._25/16,._40 u.0/ I .u 3 ~;::;;::~r(K'~~(;:::~·~~·~'\~~=--~9{._,/ !JI 5il~95~ ...,, "" DATE =ofESs101t4'-REGIS TEREI CIVIL ENGINEER ''" 173 ~,$ MI CHAEL 4s. !!! J. BRUZ %< <> ----Ir" ~ 36198 "' PLANS APPROVAL DA TE ,k No., ___ ,J_ l"!C:!"'!'l"='TY~O"='F-:oN':l!E!:'l'lWP~OR~T-=B~E"l"'AC:':'H~--""' Exp. 6130/0Q ,,-., 3300 NEWPORT BOULEVARD J''4)'<' ~c_,v_lL~. ~~ ... NEWPORT BEACH• CA 92658 o, cA~'~0 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA. 92718 @--NOT USED @-coNSTRUCT AC DIKE, TYPE B, PER CALTRANS STD PLAN A81 IN ADJACENT PULLBOX. @-INSTALL TYPE H SERVICE ON SOUTH QUADRANT OF PP1=14008160E. @-INSTALL EXISTING MODEL 110 CONTROLLER ASSEMBLY IN TYPE 332 CBAINET TO EXIST- ING FOUNDATION AFTER INSTALLING NEW 3" INTERCONNECT CONDUIT INTO FOUNDATION. FURNISH AND INSTALL EMERGENCY VEHICLE PRE-EMPTION SYSTEM EQUIPMENT ANO ADDIT- IONAL LOOP SENSOR UNIT AS REQUIRED. @-coNSTRUCT 4" AC OVER 6" AB @-PROVIDE TEMPORARY TRAFFIC SIGNAL CONTROL. SEE PLAN TS-1 ~REMOVE EXISTING CURBED MEDIAN AND CONSTRUCT TEMPORARY 12" AC DEEPLIFT BY TYPICAL SINGLE LANE CLOSURE PER STD PLAN T-11. PAINT STRIPING DETAIL 29 TO MAINTAIN 6' PAINTED MEDIAN ALONG IDENTICAL ALIGNMENT SIGNALS ANO LIGHTING @-REMOVE AND SAVLAGE TYPE 15 ELECTROLIER. STREET LIGHTING @-coNSTRUCT LIGHTING STANDARD (TYPE II) PER CITY OF NEWPORT BEACH STD PLAN ®-RELOCATE EXISTING MODEL 110 CONTROLLER 201-L. MOUNTING HEIGHT 34'-9". ASSEMBLY IN TYPE 332 CAB I NET TO NE\./ @--RELOCATE EX I ST I NG LIGHT I NG STANDARD PER LOCATION SHOUN. FURNISH AND INSTALL CITY OF NEWPORT BEACH STD PLAN 203-L EMERGENCY VEHICLE PRE-EMPTION SYSTEM ~ INSTALL 2" SCHEDULE 40 PVC CONDUIT. EQUIPMENT AND ADDITIONAL LOOP SENSORS CONDUCTOR SIZE PER PLAN AS REQUIRED. @-RELOCATE EXISTING SERVICE CABINET TO @-RELOCATE EXISTING 1201240V TYPE III BACK OF SIDE\./ALK.REMOVE FOUNDATION SERVICE ENCLOSURE COMPLETE WITH THE G-rNSTALL NEV SERVICE CABINET PER CITY FOLLOWING CIRCUIT BREAKERS: 100 AMP V OF NEWPORT BEACH STD PLAN 206-L <MAIN) , ONE 50 AMP <METERED SIGNALS), @-REMOVE EXISTING CONDUCTORS AND ONE 30 AMP <UNMETERED LTG.l, AND ONE 15 INSTALL NE\./ CONDUCTORS AS INDICATED AMP (METERED IISNSl TO NE\./ LOCATION SHO\./N.~SALVAGE EXISTING SERVICE CABINET @-RELOCATE POLE AND EQUIPMENT, EXCEPT l 8 REMOVE AND SALVAGE VEHICLE INDICATIONS 18 RELOCATE EXISTING LIGHTING STANDARD AND MOUNTINGS, TO NE\./ LOCATION SHOVN. PER CITY OF NEVPORT BEACH STD PLAN @-FURNISH AND INSTALL EMERGENCY VEHICLE 201-L PRE-EMPTION(EVPl DETECTOR SENSOR PER @-INSTALL 2 1/2" SCHEDULE 40 PVC CONDUIT SPECIAL PROVISIONS. CONDUCTORS BY SOUTHERN CALIFORNIA EDISON COMPANY. R£fli,,jJE'JED Pti\!1~S- DATE -·---L=L4_-:..~12-------- CONSTRUCTION NOTES t @-CONST PCC CURB ANO GUTTER PER CALTRANS STD PL-AN--A-&t, TYPE A2 6 @-CONST PCC CURB AND GUTTER PER DETAIL ON SHT C-2 @-CONST 30 MIL PVC MOISTURE BARRIER @-CONSTRUCT DEEP MANHOLE LANDING PER DETAIL ON SHEET 0-21 CN-1 --0 z u --0 z u (J) co co 0) N z ::> :i:: t- L!) lJ__ . :, Q_ . 0 0 ::::, t-.. FOR REDUCED PLANS o I FORM DC-OE-92-PF (REV. 3/88> ORIGINAL SCALE IS IN INCHES I I I I I 3 I cu 12208 EA 005331 ~ CI TY OF NEWPORT BEAC .. ~l DWG. NO. R-5683-S ~ \ ~ 6 r CJ ,, () m i i a '.D ro " < 6 J z X a LJ..I >-(/) en > a LJ..I w 0::: V) w > I-w <( 0::: a X w ll) ll) I-a, a, <( ' ' ,... a, a, V> !XI j , ::!: ' Cl>->-wen co I-a <tw a .....Jz w ::::i (.'.) :,,<'. u_ u ....JV) w <(W :c ua u I-::c :::c: x-(.!) -I/) ::c 0::: V, I.JJ > 0 i z (.!) I/) - LLl '""') CJ X X t SOUND WALLS 190 ONST MASONRY SOUND\./ALL PER DE LS ON EETS S\./-5 AND S\./-6 0-CONST R NING \./ALL DETAILS ON SHEETS S A"n W-6 WITH CHAIN N. I • C • LINK FENCE @-CONST G PER DETAIL SHE SW-1 19~.;""IONST MASONRY SOUNDWALL WITH GL DETAIL ON SHEETS SW-6 AND SW-1 LANDSCAPE PLANTING ANO IRRIGATION PER @-coNSTRUCT 4" THICK STAMPED COLORED CONCRETE MEDIAN PAVING PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. §--coNSTRUCT 4" THICK X 24" WIDE STAMPED COLORED CONCRETE MAINTENANCE WALK PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. @-CONSTRUCT 4" TH I CK X 24" \./IDE COLORED CONDRETE MAINTENANCE WALK PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. §--coNSTRUCT 8" THICK X 10" WIDE COLORED CONCRETE MAINTENANCE VEHICLE PARKING PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. @-coNSTRUCT 6" ATRIUM DRAIN PER MEDIAN DRAINAGE DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. @-coNSTRUCT 6" ABS RIGID DRAIN PIPE PER MEDIAN DRAINAGE DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. @-coNNECT ABS DRAIN PIPE TO DRAINAGE STRUCTURE PER MEDIAN DRAIN TO DRAINAGE INLET DETAIL ON SHEET HP-9 TYPICAL. @--coNSTRUCT NEW 4" THICK STAMPED CONCRETE PAVING PER DETAILS ON SHEET HP-9. COLOR AND TEXTURE TO MATCH ADJOINING STAMPED CONCRETE, TYPICAL @-coNNECT ABS DRAIN PIPE TO STORM DRAIN PIPE SEE DRAINAGE PLANS. @-coNSTRUCT 8" ABS RIGID DRAIN PIPE PER MEDIAN DRAINAGE DETAIL ON SHEET HP-8 AND HP-9 TYPICAL &-MYERS MEUGL-M100C POWER PEDESTAL AND METER. 120/240 V 10,3W, \J/(8) 20A IP, CIRCUT BREAKERS (ll 60A 2P MAIN BREAKER 0--IRRIGATION CONTROLLER PEDESTAL PLYWOOD BACK BOARD , @-2" CONDUIT ONLY TO POWER CO INTERFACE PO I NT. (APPROX. 40') @--DUPLEX 15 AMP RECEPTACLE PASS-SEYMOUR #5252-I, WEATHERPROOF J-BOX SINGLE GANG. RED DOT #IHS-2 WITH LOCKING WEATHERPROOF COVER RED DOT #CCDV-FS-L. PLUG ANY UNUSED HUBS. FASTEN J-BOX ASSEMBLY TO PALM TREE BASE USING <2l 3" GALV. WOOD SCREWS. MOUNT AT +12" ABOVE FINISHED SURFACE. 0--,oow MERCURY VAPOR FLUSH MT □ UPLIGHT. SALVAGE THE EXISTING FIXTURES AND RE-USE WHERE POSSIBLE. IF REPLACEMENT IS REQUIRED, PROVIDE IDENTICAL UNITS. LANDSCAPE PLANTING AND IRRIGATION<CONT) @-EXISTING CONDUIT FEEDING EXISTING PANEL. INTERCEPT \./HERE POSSIBLE AND EXTEND WIRE & CONDUIT TO NEW PANEL LOCATIOIN. VERIFY Q ROUTING \JITH FIELD CONDITIONS. ~12 CKT PANEL 120/240V 100A BUS NE\J 3R LOCKABLE ENCLOSURE PANEL 4 SEE PANEL DETAIL SHEET HP-15. &EXISTING LIGHT FIXTURE, PROTECT IN PLACE &NEW LIGHT FIXTURE, MATCH EXISTING AND PROVIDE SAME J-BOX ASSEMBLY. RUN 1/2"C 2#12 &X 1#12G FROM EXISTING FIXTURE. PROVIDE 120W 130V FLOOD LAMP & NEW OR ADDED LOAD = AMP &NEW12 CKT PANEL 120/240V 100A BUS NEMA 3R LOCKABLE ENCLOSURE PANEL 2. SEE PANEL DETAIL SHEET HP-15. 0-NEW 12 CKT PANEL 1201240V 100A BUS NEMA 3R LOCKABLE Q._ ENCLOSURE PANEL 3. SEE PANEL DETAIL SHEET HP-15. G CONTRACTOR SHALL MOVE EXISTING SIGN TO NEV Q._ LOCATION & RECONNECT ELECTRICAL AS REQUIRED. G EXISTING MONUMENT SIGN LOCATION &EXISTING PALM TREE UP LIGHTS TO BE REMOVED & RETURNED TO IRVINE COMPANY . REMOVE WIRE AND CONDUIT BACK TO FIXTURE J-BOX THAT FEEDS THESE FIXTURES AND CAP. @-coNTRACTOR SHALL RELOCATE EXISTING MONUMENT SIGN AND RECONNECT ELECTRICAL AS REQUIRED. RUN NEV CONDUIT AND VIRE TO EXISTING PANEL ~ AND RE USE EXISTING CIRCUITS. ~ NOT USED @-EXISTING PALM TREE RECEPTACLES TO BE REMOVED. REMOVE WIRE AND CONDUIT AND CAP. VERIFY REQUIRED CONNECTIONS IN FIELD AND TERMINATE AS REQUIRED. WATER LINE Q___FURNISH AND INSTALL 8" P.V.C., ~--CLASS 200, SDR-14, WATER MAIN Q_ REMOVE INTERFERING PORTIONS OF &~ EXISTING WATER MAIN AND FITTINGS FURNISH AND INSTALL 6" R.W. GATE VALVE, FLG. X M.J. WITH RETAINER GLANDS PER CITY OF NEWPORT BEACH STD-508-L W--FURNISH AND INSTALL 8" R.V. GATE ~ VALVE, M.J. X M.J. WITH RETAINER GLANDS PER CITY OF NEWPORT BEACH STD-508-L °----FURNISH AND INSTALL 8" R.V. GATE V-VALVE, FLG. X M.J. WITH RETAINER GLANDS PER CITY OF NEWPORT BEACH STD-508-L Q__FURNISH AND INSTALL FIRE HYDRANT ~ ASSEMBLY, 6" X 4" X 4" X 2-1/2", INCLUDING LATERAL CONNECTING TO VALVE Q__ PER CI TY OF NEWPORT BEACH STD-500-L ~FURNISH AND INSTALL 8" X 8" X 6" @-D.I.P. TEE, FLG. X FLG. X FLG. FURNISH AND INSTALL 8" X 6" D.I.P. REDUCER, FLG. X FLG. Q FURNISH AND INSTALL 6" A.C.P. TO P.v.c. ~ ADAPTOR COUPLING U_ __ FURNISH AND INSTALL 2" WATER ~ SERVICE PER CITY OF NEWPORT BEACH STD-503-L WATER LINE <CONT> °--FURNISH AND PLACE TRENCH RESUR-~ FACING PER CITY OF NEWPORT BEACH STD-105-L §--REMOVE EXISTING THRUST BLOCK U FURNISH AND INSTALL 6" R.W. GATE ~ VALVE, FLG. X M.J. WITH RETAINER GLAND PER CITY OF NEWPORT BEACH STD-500-L 8--FURNISH AND INSTALL 8" X 8" X 6" D.I.P. TEE, M.J. X M.J. X FLG. PER CITY OF NEWPORT BEACH STD-500-L Q___FURNISH AND INSTALL 8" FLG. TO M.J. -e_y-ADAPTOR Q_FURNISH AND INSTALL CONCRETE THRUST ~--BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A Q FURNISH AND INSTALL 6" P.V.C., CLASS 200, er SOR-14, WATER MAIN @-FURNISH AND INSTALL 12" CROSS, ALL M.J. 0--FURNISH AND INSTALL 12" P.V.C., CLASS 200, ~ SDR-14, WATER MAIN Q ___ FURNISH AND INSTALL 12" P.V.C. TO ACP ~ ADAPTOR COUPLING Q_FURNISH AND INSTALL 12" CLASS 150 ~ BUTTERFLY VALVE, M.J. X M.J. WITH RETAINER GLANDS PER CITY OF NEWPORT BEACH STD-508-L ~-FURNISH AND INSTALL VALVE ANCHOR BLOCK ~-PER CITY OF NEWPORT BEACH STD-510-L-C §--FURNISH AND INSTALL 12" X 8" D. J.P. REDUCER M.J. X M.J. DIST COUNTY ROUTE 12 Oro I, 73 J ..__.,,,'\ REGIS TERE1 CIVIL ENGINEER t-'OS I MILl::.S TOT Al PRO IICTT 16,,_25/16040 v.0/ I. 4 173 9/15/95 DA TE 'l'l'o,Ess10,v4t j9 MICHAEL ~..,,<! !!: J. BRUZ ~ '-' -----"' ~ No 36 198 "' PLANS APPROVAL DA TE I ' I 1-,,......,...,,.,,...,.""""""""',...;""""....,...---~\i' Exp. 6/30/0Q JI> -CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD J).4,-~ CIVIL ~,. NEWPORT BEACH, CA 92658 o, c~._,~o<1- ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA. 92718 CONSTRUCTION NOTES CN-2 -N 0 z u - . Cl Cl ::) FOR REDUCED PLANS o I 2 3 -.: L __ _..'.::FO:'..'.:R'.:M...'.D~C.::::-o:=.E::.:-9::_:2-~P'.:...F ..'.'.(R~EV.:'..:·-=3~/8:'.'..8)'.,__ ___________________________________ _::0:::,:R::.:::IG::::IN::::A.::..L ...:S:::::C:.:A::,:LE:...,::IS~IN:...::,:IN:::::CH~E:::S:..._.!'==='='==='='==='=-'-----·---------------------L:..cu=-.:..12=2=-0:.8=------+E;:A~0;0=:5;3;3~1 ==-=-=:-=---=:::-:-::::-:-:----1(3 CITY OF NEWPORT BEACH DWG. NO. R-5683-S X Cl w >-l/) co > Cl w w 0::: V') LLJ > I- LLJ < 0::: 0 X WLO LO I-a, a, <( ' ' a, a, l/l :::e ; c.:> , ' Cl>->-wco co 1-0 <tw Cl ....Jz LLJ ::::> (.!) ,.::: u_ u ....JV> w <tW ::r: UCl u I-:::c ::c X (.!) -1/) :::c a:: V> w > 0 i z Q V) -, w C X X t FORM DC-OE-92-PF <REV. 3/88> - VARIABLE FILL SLOPE R/\.J I • I •. I 7 R/\.J I· I 3' I I I ------ 12-1/2:1 OR FLATTER RI\.J 1· •• I 3' I I I ------- 10' 1 4 ' 3G' 12' 2' 10' 14' VARIES 56' TO 65.2' 12' 2' --- 10' 1 4 ' 56' 12' 2' --- R/\.J VARIES 1G9.2' TO 114.3' .1 I I ft VARIES 1 VARIES .. , ~ 99.2~0~4.3'__ / G' ------36' ---,..,,/ -r -------VARIES ---~r L-SEE 0.0' TO 10' -r NOTE c"" '\ 1 2' 12' 1 , 2: 1 OR J 2\IS FLATTER 4 " 7 22 MACARTHUR BOULEVARD STA 109+85.38 TO STA 111+21.14 VARIES 148.1' TO 165' 4.. VARIE~Bl 14. 4' TO 10. 6' 4., ' 2!iiS 3: 1 OR FLATTER 23 (A) (Al SIDE\.JALK ADJACENT TO CURB FROM STA 109+85.38 TO STA 110+11.48 VARIES 18.1' TO 95' VARIES 43.5' TO 41.2' 2' VARIES RI\J .. 1 I I 22.1' TO 21.9' 12' 3' I I •• ;·.·.~-"';.•:.:?:-:~ / -----J ---- (Al FULL DEPTH SECTION FROM STA 101+15.00 AND 108+20.00 MACARTHUR BOULEVARD <Bl MEDIAN ON EAST SIDE OF CENTERLINE FROM STA 103+04.60 TO STA 108+69.14 STA 104+20.00 TO STA 108+69.14 VARIES 143.5' TO 148.1' ff_ 1 VARIES VARIES VARIES 13.5' TO 18.1' VARIES 45.9' TO 43.5' 10.1' TO 13.3' TO I 14,4' 16.1' 24 4" f 2, VARIES RI\.J • I I •• 11.5' TO 22.1' I 12' 3 r I _j 2: 1 OR FLATTER 1 2: 1 OR FLATTER , MACARTHUR BOULEVARD STA 102+11.12 TO STA 104+20.00 <A> MOSITURE BARRIER FROM STA 102+80.00 TO STA 104+20.00 FOR REDUCED PLANS o 2 3 ORIGINAL SCALE IS IN INCHES I DIST COUNTY 12 Ora ROUTE I, 73 16625/16040 .O/ I. PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 J. BRUZ 36198 p, 6/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES @-CONST PCC CURB AND GUTTER PER CALTRANS STD PLAN A81, TYPE A2-8 @-CONST PCC MEDIAN CURB PER CALTRANS STD PLAN A81, TYPE A1-8 @-CONST PCC SIDE\.JALK PER CITY OF NEWPORT BEACH STD-180-L @-CONST VARIABLE AC OVERLAY (3" MINIMUM THICKNESS> @-CONST 0. 55' AC OVER 0. 25' ATPB OVER 0.50' AB OVER 1.15' AS @-CONST MEDIAN CURB AND GUTTER PER CITY OF NEWPORT BEACH STD PLAN 183-L TYPE C @-CONST FULL DEPTH AC 112" MINIMUM THICKNESS! @-CONST PCC CURB AND GUTTER PER CALTRANS STD PLAN A81, TYPE A2-6 @-coNST PCC CURB AND GUTTER PER DETAIL ON SHT C-2 @-CONST 30 MIL PVC MOISTURE BARRIER NOTES: 1. SEE LANDSCAPE PLANS FOR CONSTRUCTION WITHIN MEDIANS 2. APPLY ASPHALT EMULSION TO BACK OF CURB AND BOTH SIDES OF PVC LINER. KEEP TOP OF LINER 4" BELOW GRADE TYPICAL SECTIONS cu 12208 NO SCALE X-1 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S - 0 >< ~ 0 :,: a X 5 U) 0) I 9 0) 0) i N ,, ijj :z: ' ::, '~ :,: ' il' i5 "' i ,: u. . "' 0. . Cl Cl ::, .,. C, X c.o <E] ~ O'I ' - Cl w >-V) co > Cl w w 0:: V) w > I-w < 0:: Cl X WI.O II') I-O'I O'I <di ' O'I V, ~ j -, ' O>->-wco co I-Cl <w Cl -'z w ::::, (!) :..::: U-u JV) w <LJJ :I: uo u I-:i: ::c X Cl -in :i: a:: V') 1.1..1 > i 0 z Q V, -1.1..1 -, 0 X ! X t FORM OC-OE-92-PF CREV. 3/88) R/W I 3' I I 12.-1 /2: I OR I FLATTER R/W I IO' 2' 2% , 21 12' 80' 80' 54' 78' I I I VARIES I 58. I ' TO I 58 ' i I I I I 2. I ~ 6' MACARTHUR BOULEVARD STA 130+78.04 TO STA l32+22.28 158' 6' 8' I 4 ' VARIES 78. I ' TO 78' 48' 78' 54' VARIES 2' 5.98' TO 6' VARIES I 6. I ' TO 16' I 2 ' 21/. R/W I 10' R/W I I I /\ VARIES I I• 2' --------------.. I \ 2: I OR FLATTER -- , __ __ ~ 2% '---. '---. ---- R/W I . I I VARIES MACARTHUR BOULEVARD STA 126+97.83 TO STA 128+52.32 * VARIES 2, 21/. * RETAINING WALL FROM STA 124+95.00 STA 128+75.00 ALONG E'LY R/W \ i 182' TO 158' __________ _ --------.---_ \LARI S \ \ ___ _ R/W .1 I I __ __::r~ i:o au.:___ ------I I 2. I ' TO 78 ' - --- 2: I OR FLATTER 2: I OR FLATTER -----.-VAR 14' VARIES VARIES TO 17.74' 36' TO 54' SEE 12' 2, 2% -.. ··.·!:-.;,.·_:. .. .,.•.···~-. . . .. • .. , , NOTE I -------- 1 48- MACARTHUR BOULEVARD STA I 13+07. 14 TO STA 125+77.83 ** FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I VARIES 36' TO 51. I ' VAR I ES (Bl ~ 2' I 2 ' I , 2'1/. 3: I OR FLATTER VARIES 56. I TO I 2. 9' 2: I OR FLATTER ** RETAINING WALL FROM STA 124+95.00 TO STA 128+75.00 I I I ALONG E'LY R/W (SEE TYPICAL SECTION l26+97.83 TO 128+52.32 2 I 3 I DIST COUNTY 12 Ora ROUTE I, 73 ..,;;:;;::~~~~t.:;;;~ 9/ 15/95 DATE 6 IC J. BRU 36198 PLANS APPROVAL DATE ·--- CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH. CA 92658 61301 CIVIL F Cl< ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 CONSTRUCTION NOTES @-coNST PCC CURB AND GUTTER PER CALTRANS STD PLAN A87, TYPE A2-8 @--coNST PCC MEDIAN CURB PER CALTRANS STD PLAN A87, TYPE Al-8 @-coNST PCC SIDEWALK PER CITY OF NEWPORT BEACH STD 180-L @--coNST VARIABLE AC OVERLAY (3" MINIMUM THICKNESS) @-coNST 0.55' AC OVER 0.25' ATPB OVER 0.50' AB OVER I. 15' AS @--coNST MEDIAN CURB AND GUTTER PER 173 CITY OF NEWPORT BEACH STD PLAN 183-L TYPE C @-CONST FULL DEPTH AC (12" MINIMUM THICKNESS) @--coNST RETAINING WALL PER DETAILS ON SHT C-3 @-coNST PCC CURB AND GUTTER PER CALTRANS STD PLAN A87, TYPE A2-6 @-coNST 30 MIL PVC MOSITURE BARRIER NOTES: I. SEE LANDSCAPE PLANS FOR CONSTRUCTION WITHIN MEDIANS 2. APPLY ASPHALT EMULSION TO BACK OF CURB AND BOTH SIDES OF PVC LINER. KEEP TOP OF LINER 4" BELOW GRADE "RECORD Dll\'11!4GS" 8/.\SED ON CONTRACTOR'S RED-LINED PLANS DATE-· /-(¥ ::' z'Pz CA) OVERLAY FROM STA 124+25.00 TO STA 125+77.83 (Bl SIDEWALK ADJACENT TO CURB FROM STA I 10+35.38 TO STA 125+77.83 CC) CURB AND GUTTER FROM STA I l3+74.04 TO STA 121+25.00 CD) CURB AND GUTTER FROM STA I 13+74.04 TO STA 121+25.00 TYPICAL SECTIONS NO cu 12208 X-2 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S I ' I ~ § ! I n , w I ,i -< 5 ' ,. " , , ,i • I 0 ' j i ' I I ► I ' ! l I ' I ' ' -I N ~ I -' N ' ~ I . § i I I ~ j (!) I ~ i ... • 3: ... . ' 0 0 :, -... 0 ' • < -----"-•~•a,•,---,¢,,4==• ~-•. ,, • j Cl' ft f' X X X X X >-a:i a w Vl > w a:: w It') I-0-, <( ;;:; Vl j ' O>-wa:i t-a <l:w _Jz ::::, 0 U-_JV") <(W ua I-:c (.!) I/'.) a: LLI > 0 z Q I/'.) LI.I Cl a w Vl > w a:: w I- <( a LO 0-, ' 0-, ::!, c.:> -::, >-a:i a w " u w :c u :c -:c (/} j -::, 3, 2: 1 OR FLATTER 2:1 OR FLATTER RI\./ I I I l 2' 2' RI\J 3' I I R/\./ 12' VARIES ...__ ------ 25 2' 2, 86' 82' 74' 48' VARIES 19.0' TO 14.4' 48' 110' 6' VARIES 40' TO 42' MACARTHUR BOULEVARD STA 146+50.00 TO STA 149+62.26 158' 6' 2' MACARTHUR BOULEVARD STA 141+82.51 TO STA 143+46.12 158' rt I I 28' 117'TO 12.4' 3• I 12· ~~~ 2~ A t * 2:1 <Cl * REDUCED HP TO 1' BEHIND SIDEWALK TO ALLOW FOR 1:1 SLOPE DOWN TO EXIST. DRAINAGE GUTTER BETWEEN 139+50 TO 141+50 FORM DC-OE-92-PF (REV. 3/88l 2' <Al CONST FULL DEPTH AC FROM STA 136+00.00 TO STA 140+62.51 CONST FULL DEPTH AC FROM STA 138+00.00 TO STA 140+62.51 CC> CONST 2:1 SLOPE FROM STA 139+00.00 TO STA 140+62.51 SEE NOTE 1 :lrc-.f r J (. ) 4 :-r -----l_ 1 , 30 <A) MACARTHUR BOULEVARD STA 133+63.53 TO STA 140+62.51 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 84' VARIES 58' TO 56.9' 25 (A) (A) OVERLAY FROM 2' STA 1 2' R/W I I I 146+48.33 TO STA 146+55.00 84' 80' VARIES 18.8' TO 83.6' 48' 2 I 3 I 24 2' 1 2 ' 2' VARIES R/\J . . I I I I I I I R/\J 1 6. 8 ' TO 21 . 6 ' 12' 2~ ,. ;; .. .., \, , I I I I I I I 2: 1 @- @- @- 0)- ®- DIST COUNTY ROUTE T 12 Ora I , 73 16025/16040 .0/ I. PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 J. BRUZ 36198 XI) 6/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 CONSTRUCTION NOTES CONST PCC CURB AND GUTTER PER CALTRANS STD PLAN A81, TYPE A2-8 CONST PCC MEDIAN CURB PER CALTRANS STD PLAN A87, TYPE Al-8 CONST PCC SIDE\JALK PER CITY OF NEWPORT BEACH STD-180-L CONST VARIABLE AC OVERLAY <3" MINIMUM THICKNESS) CONST 0.55' AC OVER 0.25' ATPB OVER 0.50' AB OVER 1.15' AS @-CONST MEDIAN CURB AND GUTTER PER CITY OF NEWPORT BEACH STD PLAN 183-L TYPE C @-CONST FULL DEPTH AC <12" MINIMUM THICKNESS> @-CONST 30 MIL PVC MOISTURE BARRIER NOTES: 1. SEE LANDSCAPE PLANS FOR CONSTRUCTION WITHIN MEDIANS 2. APPLY ASPHALT EMULSION TO BACK OF CURB AND BOTH SIDES OF PVC LINER. KEEP TOP OF LINER 4" BELO\./ GRADE TYPICAL SECTIONS cu 12208 NO SCALE X-3 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S " ~ 5 5 '~ g ' ~ ~. ·m . " ", $ ~' . i 0 . 2 , I . '. B -• {ft ::e , " . ~ z ·"' I I ~ ;,;. ....r. -I'> 0 ~ X .., i§' 0 r X C, gi • ~ C, I " CD ~ er, N z C. ~ ::, ~ :,: i !i "' . LL . "' Q. 0 0 ::, .. .. 0 X 0 w >-V, co > 0 w w Cr'. V, w > !-w <t Cr'. 0 X W LO LO !-0) 0) <t ' ' 0) 0) (/) ;:;;; ~ 0 J ' O>->-wm en !-0 <rw 0 ....Jz w ::::i C) ::.:: u_ u _JV) w <l:W :c uo u I-::c :c x-(!) -V) ::c 0::: (/) w > >-0 z ~ (!) 1/) -w ""') Cl X X 2: I R/W I I 2: I OR FLATTER 20' 5% -. - VARIES 33.9' TO 4' R/W I· I I - 2: I OR FLATTER R/W I 2' : 2% ---- 2' VARIES 57.1' TO 50.2' i I ' I VARIES 154.5' TO 143.1' I VARIES 55' TO 46' _...:.------------------ IO' ------~-~ MACARTHUR BOULEVARD FROM STA 153+50.00 TO STA 158+25.00 VARIES 61 . 9' TO 57. I ' VARIES 39' TO 33.9' i I ' I VARIES 157.4' TO 154.5' I MACARTHUR BOULEVARD VARIES 60.5' TO 53.7' STA 152+16.37 TO STA 153+50.00 VARIES i I ' I VARIES 158' TO 157.4' I VARIES 84' TO 83.5' VARIES 62' TO 74' VARIES 50.4' TO 46.4' 32.5' TO 39' O 0~ 0 o 0 0 0 o O oogooo 0 0 ooQo 0 oo 0 ~ 0 00 0 0 0 0 0 25 MACARTHUR BOULEVARD STA l50+96.26 TO STA l52+16.37 FOR REDUCED PLANS o 2 3 43 43 R/W I ---- 2'/. - - - _____,,, IO' 42 2'/. FLATTER --- I 2' 2 ' 2'/. I I --- /, / I R/W · I I I I I --- R/W ~-z:;!::;:"~ .. ,:;:=:=,A.,-s-.-~-.,;J;·•· ~\'~;:,,--___ L 2;, OR FLATTER --- DIST COUNTY ROUTE TOT AL PROJECT 12 Oro I , 73 16.25/16.40 0.0/ I .o PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 J. BRUZ 36198 p. 6/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES @-CONST PCC CURB AND GUTTER PER CALTRANS STD PLAN A87, TYPE AZ-8 @-CONST PCC SIDEWALK PER CITY OF NEWPORT BEACH STD 180-L @--CONST VARIABLE AC OVERLAY 13" MINIMUM THICKNESS! @--CONST 0.55' AC OVER 0.25' ATPB OVER 0. 50' AB OVER I. I 5' AS @-CONST 0.42' AC OVER 0.54' AB OVER 0.75' AS @-coNST 0.25' AC OVER 0.33' AB @--coNST AC DIKE PER CALTRANS STD PLAN C7A, TYPE A 18"1 NOTES: I. SEE LANDSCAPE PLANS FOR CONSTRUCTION WITHIN MEDIANS TYPICAL SECTIONS NO SCALE 173 X-4 " 0 X " 0 X "' ., co a, ~ ::, "' '-' i.. [ C, 0 ::, FORM DC-OE-92-PF (REV. 3/88) ORIGINAL SCALE IS IN INCHES CU 12208 EA 005331 .;; L_ __ _:__:::.:.=__:.:::_..::..:::...::;_.:..:_.:.:..:::..:.:_:::..::_::::_ ___________________________________ .........:::==::.......::=~.:.:::_::_=..::::.::-_:::=::::::=:::::::==::::::=::=::::::::==. __________________________ L..::'...:::_.:..::::.:..:::_ _____ ~~~~::'...:._'.._ _______ Jo CITY OF NEWPORT BEACH DWG. NO. R-5683-S I I X a w >-V) co > Cl w w 0:: V) w > I-w <( 0:: 0 X w I{') II) I-"' "' <( ;,; ' "' 1/) ::::!: ~ (.!) , ' O>->-WCI) co 1-0 <(w 0 _Jz w ::Jc.:> :SC:: u_ u _JV) w <(W I ua u I-::::c I X (.!) -V'l ::::c 0:: Vl w > 0 >- z :::'!: (.!) :::'!: 1/) J LLl Cl X X t FORM DC-OE "92-PF <REV. 3/881 251S OR FLATTER R/\J I I I R/\J I I R/W I I I , . 103.5' 12' 91 . 5' VARIES 1 5 'TO 1 3 < 1 l 1 2. 1 'TO 1 5. 2 ' ( 2 l 2' i I ------------· 12' 10' 251! / r I R/W I I VARIES PACIFIC COAST HIGHWAY STA 145+43.66 TO STA 146+94.16 (1) STA 149+62.26 TO STA 151+32.28 (2) i I VARIES 180 03' TO 148.91' 12. 51 ' TO 16. 48 ' VARIES 1' 69.5' 42.33' TO 48.44' 62' 54' 52' VARIES SAN JOAQUIN HILLS ROAD STA 1+15.00 TO STA 8+54.95 1 1 4 ' 4.. I 6' SAN MIGUEL DRIVE STA 11+42.91 TO STA 11+53.00 ff_ I 1 1 4 ' VARIES 49' TO 40.4' 1 6' TO , 1 /14.6'; r .. • . 11 • ; • i~ 28 SAN MIGUEL DRIVE STA 7+75.00 TO STA 8+85.76 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES 52' 34' 62' 12.5' 10' VARIES 58' TO 59' 2 3 R/W I I 2' R/\J I I 12' 6' R/\.J I I 6' 2':il I • , .: . ;":' -;,• ,. 1/. 251! @- @- @- @- @- DIST COUNTY ROUTE 12 Ora I , 73 16,_25/16,_40 u.0/ I .u PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 . ofESsto ICHA J. BRUZ 36198 xp. 6/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 CONSTRUCTION NOTES CONST PCC CURB AND GUTTER PER CALTRANS STD PLAN A81, TYPE A2-8 CONST PCC MEDIAN CURB PER CALTRANS STD PLAN A81, TYPE A1-8 CONST PCC SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L CONST VARIABLE AC OVERLAY <3" MINIMUM THICKNESS> CONST 0.55' AC OVER 0.25' ATPB OVER 0.50' AB OVER 1.15' AS @-CONST MEDIAN CURB AND GUTTER PER CITY OF NE\JPORT BEACH STD PLAN 183-L TYPE C @-CONST FULL DEPTH AC <12" MINIMUM THICKNESS) NOTES: 1. SEE LANDSCAPE PLANS FOR CONSTRUCTION WITHIN MEDIANS TYPICAL SECTIONS NO SCA cu 12208 EA 005331 X-5 CITY OF NEWPORT BEACH DWG. NO. R-5683-S ~ ,: " CJ iii, 8 • ! " :o ~ ~ El I 2 Ei C z ffi . 0 vt ~ ~ _; n ~ " j l .S> -U> 0 'U >< ,: z Ul a 0 ~ ,- 0 ., " 0 gi 8 0 ~ " N m ;lj z n ~ ::, ~ ,: : ?; 2 (!) . C ' ."l::. LL "' .. . Cl §l .. " Cl GENERAL ROAD WORK MISCELLANEOUS • ■ AIOA Abbreviations AIOB Symbols • ■ ■ ■ A20A Pavement Markers and Traffic Lines, Typical Detal Is A20B Pavement Markers and Traffic Lines, Typical Detal Is A20C Pavement Markers and Traffic Lines, Typical Detai Is RSP A20D Pavement Markers and Traffic Unes, Typical Detal/s • □ A24A Pavement Markings-Arrows A24B Pavement Markings-Arrows □ A24C Pavement Markings-Symbols and Numerals ■ A24D ■ A24E □ A35A □ A62A □ A62B □ A62C □ A620 □ A62E □ A62F ■ A73A ■ A73B ■ A73C □ A74 □ A75A □ A75B □ A75C □ A77A □ A77B □ A77C □ A770 □ A77E □ A77F □ A77G □ A77H □ A771 □ A77J □ A77K □ A78A □ A78B □ A78C □ A78D □ A78E □ A78F □ ABO □ A81 □ A83 Pavement Markings-Words Pavement Markings-Words and Crosswalks Portland Cement Concrete Paving Deta! Is Excavation and Backfi I I-Miscellaneous Detai Is Limits of Payment for Excavation and Backfl I I Bridge-Surcharge and Wa I I Limits of Payment for Excavation and Backfi I I-Bridge Excavation and Backfi I I-Concrete Pipe Culverts Excavation and Backfi I I-Cast-In-Place Reinforced Concrete Box and Arch Culverts Excavation and Backfi I I-Metal and Plastic Culverts Markers Markers Del ineators, Channelizers and Barricades Survey Monuments Concrete Barrier Type 50 Concrete Barrier Type 50E Head I lght Glare Screen Metal Beam Guard Roi I Ing Metal Beam Guard Roi I ing-Standard Hardware Metal Beam Guard Roi I Ing-Posts and Blocks Guard Roi I Flares Guard Roi I Flares Metal Beam Guard Roi I ing-Miscellaneous Detai Is Guard Roi I End Anchors (Breakaway) Guard Ral I End Anchors <Breakaway Hardware) Barrier and Guard Ral I End Anchors Guard Roi I Connections to Bridge Roi Is, Retaining Wal Is and Abutments Guard Roi I Connections to Bridge Sldewalks and Curbs Thrie Beam Barrier Thr!e Beam Barrier-Standard Hardware and Miscellaneous Detai Is Thr!e Beam Barrier-End Anchors Thrie Beam Barrier Connection to Concrete Barrier Type 50 Thrle Beam Barrier Connections to Bridge Roi Is Thrie Beam Barrier Connections to Bridge Curbs, Retaining Wal Is and Abutments Thrie Beam Barrier Emergency Passageway Crash Cushion, Sand Fi I led Portable Scale Pad and Approach Slab Detai Is □ □ ■ A85 Chain Link Fence □ □ □ □ □ □ □ □ A86 Barbed Wire and Wire Mesh Fences RSP N3l Curbs, Dikes and Drive.Nays C7A C7B C7C C7D C7E C7F C7G CSA CRIB WALLS Reinforced Concrete Crib Wal I-Battered Wal Is-Types A,B and c Reinforced Concrete Crib Wal I-Battered Wal Is-Types D,E and F Reinforced Concrete Crib Wal I-Vertical Wal Is-Types A,B and C Reinforced Concrete Crib Wal I-Vertical Wal Is-Types D,E and F Reinforced Concrete Crib Wal I-Types A,B,C,D,E and F Header and Stretcher Detar Is Design Data for Reinforced Concrete Crib Wal I Foundation Pressure-Battered Wal I Reinforced Concrete Crib Wal I Foundation Pressure- Vert i ca I Wa I I Steel Crib Wal I-Construction Detai Is □ C8B Steel Crib Wal I-Design Data □ CBC Steel Crib Wal I-Design Data D C9A Timber Crib Wal I-Types A,B,C and D □ C9B Timber Crib Wal I-Types A,B,C and D Design Data ■ • □ ■ □ □ • □ □ D72 D73 074A D74B D74C D75 D77A D77B D77C ■ D78 □ D79 □ 080 □ DBI □ D82 □ D84 □ D85 □ D86A □ D86B □ D86C □ D87A □ D87B □ D87C □ D88 □ 088A □ D89 □ 090 □ D93A □ 093B □ D93C □ D94A □ D94B □ D95 □ D97A □ D97B □ D97C □ D97D □ D97E □ D97F □ D97G ■ D97H ■ D98A ■ D98B □ □ □ □ 099A D99B D99C D99D Drainage Inlets Drainage Inlets Drainage Inlets Drainage Inlets DRAINAGE Drainage Inlets Detai Is Pipe Inlet Grate Deta i Is Bicycle Proof Grate Detar Is Alternative Hinged Cover for Type OL and OS Inlets and Trash Rock for Type OCP Inlet Gutter Depressions Precast Reinforced Concrete Pipe-Direct Design Method Cast-In-Place Reinforced Concrete Single Box Culvert Cast-In-Place Reinforced Concrete Double Box Culvert Cast-In-Place Reinforced Concrete Box Culvert Miscellaneous Deta i Is Box Culvert Wingwal Is-Types A,B,C Box Culvert Wingwal Is-Types D and E Box Culvert Warped Wingwal Is Pipe Culvert Headwal Is, Endwal Is and Warped Wingwal Is Arch Culvert Headwal Is, Endwal Is and Warped Wingwal Is Overside Drains Overside Drains Underdrains Construction Loads on Culverts Strut Detai Is for Structural Steel Plate Pipes, Arches, and Vehicular Undercrosslngs P 1 pe Headwa I I s Pipe Culvert Headwal Is, Endwal Is and Wingwal Is-Types A,B and C Pipe Riser Connections Drainage Inlet Riser Connections Pipe Riser with Debris Rack Cage Metal and Plastic Flared End Sections Concrete Flared End Sections Concrete Arch Culverts Corrugated Meta I Pipe Coup I i ng Deta i Is No. I -Annu I ar Coup I i ng Band Bar and Strap and Angle Connectors Corrugated Metal Pipe Coup I ing Detai Is No. 2-Hat Band Coupler and Flange Detai Is Corrugated Metal Pipe Coup I ing Detal Is No. 3-Hel lcal and Universal Couplers Corrugated Metal Pipe Coup I ing Detai Is No. 4-Hugger Coup I ing Bands Corrugated Metal Pipe Corrugated Metal Pipe Corrugated Metal Pipe and Downdrains Coup I ing Coup I Ing Coup I l ng Detal Is No. 5-Standard Joint Detai Is No. 6-Positive Joint Detal Is No. 7-Positive Joints Reinforced Concrete Pipe or Non-Reinforced Standard and Positive Joints Slotted Corrugated Steel Pipe Drain Detai Is Slotted Corrugated Steel Pipe Drain Detar Is Structural Section Drainage System Detai Is Edge Drain Outlet and Vent Details Edge Drain Cleanout and Vent Detai Is Cross Drain Interceptor Detai Is HIGHWAY PLANTING Concrete Pipe □ HI Planting and Irrigation-Abbreviations □ H2 Planting and Irrigation-Symbols □ H3 Planting and Irrigation-Detai Is □ H4 Planting and Irrigation-Detal Is □ HS Planting and Irrigation-Detai Is □ H6 Planting and Irrigation-Detal Is □ H7 Planting and Irrigation-Detai Is □ RSP HB Planting and Irrigation-Detalls ■ ■ • Tl T2 T3 Temporary Temporary Temporary TEMPORARY FACILITIES Crash Cushion, Sand Crash Cushion, Sand Roi I ing (Type Kl FI I I ed Fi I I ed The Revised Standard Plans (RSP) and New Standard Plans (NSP) which apply to this contract are project plans. The Standard Plan sheets applicable to this contract include, but are not limited included as individual sheets of the to those Indicated by a marked box. • • ■ ■ ■ ■ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ • • □ ■ DI ST. COUNTY ROUTE 12 Oro I, 73 POST MILES TOTAL PROJECT l6.25/16.40 o. 0/ I. 0 SHEET NO. 10 TOTAL SHEETS 173 To accompany plans doted SEPTEMBER 15, 1995 T4 Temporary Traffic Screen TIO Traffic Control System for Lane Closure on Freeways and Expressways TIOA Traffic Control System for Lane and Complete Closures on Freeways and Expressways TI I Traffic Control System for Lane Closure on Multi lane Conventional Highways Tl2 Traffic Control System for Lane Closure on Multi lane Conventlonal Highways Tl3 Traffic Control System for Lane Closure on Two Lane Conventional Highways Tl4 Traffic Control System for Ramp Closures BO-I B0-3 B0-5 B0-13 BZ-3 B2-5 B2-8 B2-9 B3-I B3-2 B3-3 B3-4 83-5 83-6 B3-7 B3-8 RSP B3-9 B3-I I 86-1 B6-IO B6-21 B7-I Br i dge Deta i I s Bridge Deta i I s Br I dge Deta i I s Bridge Deta i I s BRIDGE 16'' Cast-In-Ori I led-Hole Concrete Pl le Pi le Detai Is-Class 45 and Class 70 Pi le Detal Is-Class 45C and Class 70C Load Test Anchor Pl le Detar Is Retaining Wal I-Type I, H=4'-30' Retaining Wal I-Type I, H=32'-36' Retaining Wal I-Type IA Retaining Wal I-Type 2 Counterfort Retaining Wal I-Type 3 Counterfort Retaining Wal I-Type 4 Retaining Wal I-Type 5 Retain Ing Wa I I Deta I Is No. I Retaining Wall Detalls No.2 Retaining Wal I Type 6-6'-0'' Maximum T-Beam Deta I Is Ut! I !ty Openings, T-Beam Joint Seals (Maximum Movement Rating= 2'') Box Girder Detai Is B7-5 Deck Drains B7-6 Deck Drains-Type D-1 and D-2 87-10 Uti I ity Opening-Box Girder B7-I I 88-5 BI 1-7 BI 1-47 Ut l I i ty Deta i I s Cast-In-Place Prestressed Girder Detai Is Chain Link Roi I ing Cab I e Ra I I i ng BI I -5 I Tubu I ar Hand Ra i I i ng Bll-52 Chain Link Railing Type 7 BI 1-53 Concrete Barri er Type 25 Bl 1-54 Concrete Barrier Type 26 BI 3-I SI ope Protection Deta I I No. I Bl3-2 Slope Protection Detai I No. 2 Bl4-I Structural Steel Plate Vehicular Undercrossing Bl4-3 Communication and Sprinkler Control Conduit (Condult less than 4'' Diameter) 814-4 Water Supply Line (Bridge) (Pipe less than 4'' Diameter) Bl4-5 Water Supply Line (Details) (Pipe less than 4'' Diameter) ROADSIDE SIGNS RS I Roadside Signs, Typ i ca I I nsta I I at ion Deta i Is No. I RS2 Roadside Signs, Wood Posts, Typical lnstal lotion Detai I No. 2 RS3 Roadside Signs, Laminated Box Wood Posts, Typical lnstal lat ion Deta i I s No. 3 RS4 Roadside Signs, Typ i ca I I nsta I I at ion Deta i I No. 4 SHEET 1 OF 2 STANDARD PLANS (July, 1992 Edition) Revised June 13, 1994 CONTRACT NO. LIST I ' -_/. • .. -.. --· -_,,,._,:_-~-;z;} <'(~.<12.i,;;,2'_".:_ ___ ,_":_::.::: __ --_t.,_;,..,,,&._ -· ... ---_ .--- t -... - □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ OVERHEAD SIGNS OVERHEAD SIGNS-TRUSS SI Overhead SI gns-Truss, Instruct I ans and Examp I es S2 Overhead signs-Truss, Single Post Type, Post Type I I thru VI I S3 Overhead Signs-Truss, Two Post Type, Post Type 1-S thru VI 1-S S4 Overhead Signs-Truss, Single Post Type, Structural Frame Members S5 Overhead Signs-Truss, Two Post Type, Structural Frame Members S6 Overhead Signs-Truss, Structural Frame Detal Is S7 Overhead Signs-Truss, Frame Juncture Detai Is S8A Overhead Signs-Steel Frame Removable Sign Panel Frames S8B Overhead Signs-Removable Sign Panel Frames, Overhead Formed Panel Mounting Detai Is S8C Overhead Signs-Truss, Sign Panel Mounting Detai Is, Laminated Panel-Type A S8D Overhead Signs-Truss, Removable Sign Panel Frames I 10" and 120" Sign Panels S9 Overhead Signs-Walkway Detai Is No. I SIO Overhead Signs-Walkway Detai Is No. 2 SI I Overhead Signs-Walkway Safety Roi I ing Detai Is Sl3 Overhead Signs-Truss Pi le Foundation OVERHEAD SIGNS-LIGHTWEIGHT Sl4A Overhead Signs-Lightweight Balanced-Single Steel Post Connection and Mounting Detai Is Sl4B Overhead Signs-Lightweight Balanced-Single Steel Post Deta i Is SIS Overhead Signs-Lightweight, Type A, Connection Detai Is Sl6 Overhead Signs-Lightweight, Type B, Connection Detal Is Sl7 Overhead Signs-Lightweight, Type C, Connection Detai Is Sl8A Overhead Signs-Lightweight, Sign Panel Mounting Detai Is, Laminated Panels-Type A Sl8B Overhead Signs-Lightweight, Light Fixture Mounting Detai Is S20A Overhead Signs-Lightweight Post Detai Is S20B Overhead Signs-Lightweight Foundation OVERHEAD SIGNS-BOX BEAM CLOSED TRUSS ALTERNATIVE S39 Overhead Signs-Box Beam, Closed Truss Foundation S40A Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Members S40B Overhead Signs-Box Beam, Closed Truss, Single and Two Post Type General Frame Detar Is S40C Overhead Signs-Box Beam, Closed Truss, Ribbed Sheet Metal Data i Is S40D Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Deta i Is S40E Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Juncture Detai Is S40F Overhead Signs-Box Beam, Closed Truss, Two Post Type Post Deta i Is S40G Overhead Signs-Box Beam, Closed Truss, Single Post Type Frame Members S40H Overhead Signs-Box Beam, Closed Truss, Single Post Conti lever Frame Detai Is S401 Overhead Signs-Box Beam, Closed Truss, Single Post Conti lever Frame Juncture Detal Is S40J Overhead Signs-Box Beam, Closed Truss, Single Post Conti lever Post Deta I Is S40K Overhead Signs-Box Beam, Closed Truss, Single Post Butterfly Frame Detai Is S40L Overhead Signs-Box Beam, Closed Truss, Single Post Butterfly Frame Juncture Detal Is S40M Overhead Signs-Box Beam, Closed Truss, Single Post Butterfly Post Deta i Is OVERHEAD SIGNS-TUBULAR S40N Overhead Signs-Tubular, Instructions and Examples S40P Overhead Signs-Tubular, Single Post Type Layout and Pipe Selection S40Q Overhead Signs-Tubular, Two Post Type Layout and Pipe Sections S40R Overhead Signs-Tubular, Structural Frame Detai Is No. I S40S Overhead Signs-Tubular, Structural Frame Detai Is No. 2 S40T Overhead Signs-Tubular Foundation Detai Is ■ ■ ■ □ ■ □ ■ □ ■ ■ ■ ■ ■ ■ ■ □ □ □ □ ■ ■ ■ □ ■ ■ ■ ■ □ □ □ □ □ □ □ ■ ■ ■ ■ □ □ □ □ □ □ □ SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS ES-IA ES-IB ES-2A ES-2B ES-2C ES-2D . ES-2E ES-2F ES-3A ES-3B ES-3C ES-3D ES-3E ES-4A ES-4B ES-4C ES-4D ES-4E ES-4F ES-5A ES-5B ES-SC ES-5D ES-SE ES-5F ES-6A ES-6AA ES-6B ES-6C Signal, Lighting and Electrlcal Systems-Symbols and Abbreviations Signal, Lighting and Electrical Systems-Symbols and Abbreviations Signal, Lighting and Electrical Systems-Service Equipment Signal, Lighting and Electrical Systems-Service Equipment Signal, Lighting and Electrical Systems-Service Equipment Notes Signal, Lighting and Electrlcal Systems-Service Equipment and Typical Wiring Diagram, Type A Signal, Lighting and Electrical Systems-Service Equipment and Typical Wiring Diagram, Type B Signal, Lighting and Electrical Systems-Service Equipment and Typical Wiring Diagram, Type C Signal, Lighting and Electrical Systems-Signal Heads and Mountings Signal, Lighting and Electrical Systems-S!gnal Heads and Mountings Signal, Lighting and Electrlcal Systems-Signal Heads and Mountings Signal, Lighting and Electrical Systems-Signal Heads and Mountings Signal, Lighting and Electrical Systems-Signal Heads and Mountings Signal, Lighting and Electrical Systems-Control le, Cabinet Deta i Is Signal, Lighting and Electrical Systems-Control le, Cabinet Detai Is Signal, Lighting and Electrical Systems-Controller Cabinet Deta i Is Irrigation Control le, Enclosure Cabinet Signal, Lighting and Electrical Systems-Telephone Demarcation Cabinet Detal Is Signal, Lighting and Electrlcal Systems-Telephone Demarcation Cabinet Deta i I s Signal, Lighting and Electrlcal Systems-Detectors Signal, Lighting and Electrical Systems-Detectors S!gnal, Lighting and Electrical Systems-Detectors Signal, Lighting and Electrical Systems-Detectors Signal, Lighting and Electrical Systems-Detectors Signal, Lighting and Electrlcal Systems-Pedestrian Barricades Signal and Lighting Standards-Type I Standards and Equipment Numbering Signal Standards-Push Button Post Lighting Standards-Types 15, 21 and 22 Lighting Standards-80' to 160' High Mast Light Pole, Foundation Detai Is ES-6D Lighting Standards-Types 30 and 31, SI ip Base ES-6DA Lighting Standards-Type 32 ES-6E ES-6F ES-6H ES-6J ES-6K ES-6L ES-6M ES-6MA ES-6N ES-60 ES-6P ES-60 ES-6R ES-6RA Lighting Standards-Types 30 and 31, SI ip Base Plate Detai Is Lighting Standards-10 Degree Type Lighting Standards-10 Degree Type, Detai Is Signal and Lighting Standards-Case I Arm Loading, Wind Velocity= 70 MPH, Arm Lengths 15' to 30' Signal and Lighting Standards-Case 2 Arm Loading, Wind Velocity= 70 MPH, Arm Lengths 20' to 30' S!gnal and Lighting Standards-Case 3 Arm Loading, Wind Velocity= 70 MPH, Arm Lengths 15' to 45' Signal and Lighting Standards-Case 4 Arm Loading, Wind Velocity= 70 MPH, Arm Lengths 25' to 45' Signal and Lighting Standards-Case 5 Arm Loading, Wind Velocity= 70 MPH, Arm Lengths 50' to 55' Signal and Lighting Standards-Type 40-0-80 Signal and Lighting Standards-Case I Arm Loading, Wind Velocity= 80 MPH, Arm Lengths 25' to 30' Signal and Lighting Standards-Case 2 Arm Loading, Wind Velocity= 80 MPH, Arm Lengths 20' to 30' Signal and Lighting Standards-Case 3 Arm Loading, Wind Velocity= 80 MPH, Arm Lengths 20' to 45' Signal and Lighting Standards-Case 4 Arm Loading, Wind Velocity= 80 MPH, Arm Lengths 25' to 45' Signal and Lighting Standards-Case 5 Arm Loading, Wind Velocity= 80 MPH, Arm Lengths 50' to 55' ■ ■ ■ □ ■ □ □ □ □ □ 0 ■ □ □ ■ ■ □ ■ ■ □ □ □ □ □ □ □ □ □ □ □ ■ □ □ □ □ ■ ES-6S ES-6T ES-6TA ES-6U ES-6V ES-7A ES-7B ES-7C ES-7D ES-7E ES-7F ES-8 ES-9A ES-9B ES-10 ES-I I ES-12 ES-13 ES-14 ES-15 ES-27A ES-27B ES-28 ES-29 ES-30 DI ST. COUNTY 12 Ora ROUTE I, 73 POST MILES TOTAL PROJECT 16.25/16.40 0.0/1.0 SHEET TOTAL NO, SHEETS I I 173 To accompany plans dated SEPTEMBER 15, 1995 Slgnal and Lighting Standards-Detai Is No. I Signal and Lighting Standards-Detai Is No. 2 Signal and Lighting Standards-Pole and Mast Arm Alternatives Lighting Standards-Types 10 and 15 SI ip Base Insert Signal and Sign Standards-Type 33 Left Turn Signal, Lighting and Electrical Systems-Electrical Detai Is, Structure lnstal lat!ons Signal, Lighting and Electrical Systems-Electrical Detai Is, Structure lnstal lotions Signal, Lighting and Electrical Systems-Electrical Detai Is, Structure lnstal lat Ions Slgnal, Lighting and Electrical Systems-Electrical Detal Is, Structure lnstal lotions Signal, Lighting and Electrical Systems-Electrlcal Detai Is, Structure lnstal lat ions Signal, Lighting and Electrical Systems-Flush Soffit Luminaire Modification Detai Is, Structure lnstal lotion Slgnal, Lighting and Electrical Systems-Pul I Box Detai Is Slgnal, Lighting and Electrlcal Systems-Cant! lever Flash!ng Beacon, Types 9, 9A, 9B Signal, Lighting and Electr!cal Systems-Conti lever Flashlng Beacon, Types 9, 9A, 9B Signal, Lighting and Electrical Systems-lsolux Diagrams Signal, Lighting and Electrical Systems-Foundation I nsta I I at ions Signal, Lighting and Electrical Systems-Pedestrian Undercrossing Fluorescent Lighting Fixture Signal, Lighting and Electrical Systems-Splicing Detai Is Signal, Lighting and Electrlcal Systems-Wiring Detal I and Fuse Ratings Signal, Lighting and Electrical Systems-Pedestrian Overcrossing Fluorescent Lighting Fixture Signal, Lighting and Electrlcal Systems-Extinguishable Message Sign, IO'' Letters Signal, Lighting and Electrical Systems-Extinguishable Message Sign, IO'' Letters Signal, Lighting and Electrical Systems-Extinguishable Message Sign and Flashing Beacons SIGN ILLUMINATION Sign II lumlnation-Mercury Sign II luminatlon Equipment Sign II lumination-36" Fluorescent Sign II lumination Equipment ES-32A Sign II lumination-Sign II lumination Equipment ES-32B Sign II lumination-Sign II lumination Control ES-33 Sign II lumlnation-Internally II luminated Street Name Sign NSP A40 NSP A75D NSP A88 NSP A89 NSP T7 NSP TIS NSP Tl6 NEW STANDARD PLANS Rumble Strip Detai Is Concrete Head I ight Glare Screen Curb Ramp Deta i Is No. I } CANCELED Curb Ramp Detai Is No. 2 Construction Project Funding lndentification Signs Traffic Control System for Moving Lane Closure on Multi lane Highways Traffic Control System for Moving Lane Closure on Multi lane Highways NSP Tl7 Traffic Control System for Moving Lane Closure on Two Lane Highways SHEET 2 OF 2 STANDARD PLANS LIST (July, 1992 Edition) Revised June 13, 1994 The Revised Standard Plans (RSP) and New Standard Plans (NSPJ which apply to this contract are included as individual sheets of the project plans. The Standard Plan sheets applicable to this contract include, but are not llmited to those indicated by a marked box. USERNAME > $$$$$$USER$$$$$$ CONTRACT NO. DGN FILE=> $$$$$$$$$$DGNSPEC$$$$$$$$$$ fft ff, fft fft ff; ff; w ::;;;: I->-v, ff; fft ff; fft fft fft A II 0 w ,- l-o __J 0.. LU ::;;;: I- -- X X X X X (,D a::: en 0 ' en C) w >-(/) co > C) w w a:: (/) w > I-w <( a:: C) W LO LO t-en en <( ~ ' en Vl ~ ~ C) , ' O>->-WIJ'.l IJ'.l 1-0 <rw Cl ....Jz w :J (.!) :,,: U-u ....J(/) w <(W ::r: uo u I-::r: :::c: <.:) --(/) :::c: 0::: Vl w > 0 >- z j (.!) (/) -::, w Cl t <E] .. ~.,,, I I I 1 I I I f ,ii ,, l ,w· NOTES 1. DRAINAGE REMOVALS ARE SHOWN ON THE DRAINAGE PLANS. 2. SIGNALS ANO SIGNAL EQUIPMENT REMOVALS ANO/OR RELOCATIONS ARE SHO\./N ON THE TRAFFIC SIGNAL PLANS. 3. MANHOLES, VALVES, VAULTS, UTILITY BOXES AND CABINETS ARE TO BE ADJUSTED TO GRADE OR RELOCATED AS SHO\./N ON THE 4. SEE / LAYOUT PLANS. SHEET NOC-FOR SECTION X-X '! i ':'·\:,i ,,,, ' ., I ! FORM OC-OE-92-PF !REV. 3/88J I-w --....J -z - C, 0 LiJ z I- (!) < 1 ...... Q:'. (/) (!) ~ I a:: I-~ 0 (,:j LiJ (/) D (/) Ct5 co ...... (/) ....... X (') ' u LiJ ,,,--, 1' '-/!! '\~. i < ""' ',, -u < I- (/) ..... , ,, FOR REDUCED PLANS 0 2 ORIGINAL SCALE IS IN INCHES 10 z (!) ..... (/) -I---(/) -._ -..... -X LiJ 3 VARIABLE FILL SLOPE (12-1/2:1 MAXl z w ...... u < z I w ----u LL -I---- TEMP CONST EASE DAYLIGHT LINE 3 z (!) ...... (/) DIST COUNTY ROUTE T 12 Ora I , 73 CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16025/16,_40 .0/ I .v 12 ofESSlo ICHA J. BRUZ __ 3'""6_1_98.;;..... p. 6/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE @-REMOVE @-SALVAGE 173 ©-REMOVE EX I ST I NG CURB ANO GUTTER ®-REMOVE EX I ST I NG CURB @--REMOVE EXIST I NG SI DE\./ ALK (j)-REMOVE EXISTING PAVEMENT STRUCTURAL SECTION ®-REMOVE EXISTING CANARY ISLAND DATE PALM ANO PLACE IN BOX ®-COLD PLANE EXISTING AC PAVEMENT @-RELOCATE @-ADJUST VAL VE COVER TO GRADE ~~b:::,:,,;;:=====·:::;:, ~==~~~~t===I U) @-RELOCATE A I R RELEASE VAL VE C\I C\I I (!) 0 ..-0 z < I-I- CJ) w w w I z (J) -_J w w I CJ) u I-< :l: cu 12208 -- LEGEND LIMITS OF REMEDIAL REMOVAL @) AVERAGE DEPTH OF REMEDIAL REMOVAL GRADING AND REMOVAL PLAN SCALE 1"=40' EA 005331 G-1 CITY OF NEWPORT BEACH DWG. NO. R-5683-S i Ii • j 0 " I " a t • n "' l i ► I l I ,, I ; l a. 0 to 0 "' "' a, 0) "' N z ::, :,: to u, . ,. a. 8 ::, .. cl X X X X X 0:: 0 >- CD Cl w (/) > w a:: w Lf"l f-0) <l'. ' 0) V) ~ ' Cl>-WCD f-Cl <l'.w ....Jz ::::i (.!) (_)_ _JI/) <l'.W UD I-:x C) (/) a:: w > 0 z C) (/) I.LI Cl ~ C I-a: 0 I z C a: I- II. 0 I-z w ::IE I-a: C lb a :! z a: 0 II. -..I ~ II. 0 w I-C ; fJ) en ' en Cl w (/) > w a:: w f-<l'. D Lf"l 0) ' en :ii t:> J >-en D w :,,:: u w :r: u :::t: :::t: V) >-~ ...., t 1 . 2. 3. NOTES DRAINAGE REMOVALS ARE SHOWN ON THE DRAINAGE PLANS. SIGNALS AND SIGNAL EQUIPMENT REMOVALS AND/OR RELOCATIONS ARE SHOWN ON THE TRAFFIC SIGNAL PLANS. MANHOLES. ARE TO BE VAL YES, VAULTS, UTILITY BOXES AND TO GRADE OR RELOCATED AS CABINETS SHOWN ON ADJUSTED THE LAYOUT PLANS. CONST .. EAS.E DAYLIGtlT / SLOPE 0 0 • LO (\J I (.!) " 0 0 ...... z <t: I-I-·='""-~ __ ,...-~-.'.Ii~ . w U) w ,_....,~ ,. ,, ' t'--,-:r"--.·:~:::::::,......:;:_,,..;,::.._::..__::;~:~:1:;~•='"~,~~~~f," .... · .. ,._, ::::::::::~;;:i;~::~i-:· ~:;;~;~:·:~?::::.::". •" -~ ,~---·" :c w U) z H w _J w U) I u I- <t: ::E ' • J . -i- \ .. ',•' .,.,... ~~ "' DIST COUNTY ROUTE 12 Ora I, 73 CIVIL ENGINEER POS MILES TOTAL PROJECT 16 ,,.25/ I 6,,_ 40 u.0/ I. u H ET NO. 13 0 AL SHE TS 173 PLANS APPROVAL DATE ,___;3::...;:6:..:.1.::.98.::.._ CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 p. 6/30/9 CIVIL F CA ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES ©--PROTECT IN PLACE ®--REMOVE @)--SALVAGE @-REMOVE EXISTING CURB AND GUTTER @)--REMOVE EXISTING CURB @)--REMOVE EXISTING SIDEWALK ~REMOVE EXISTING PAVEMENT STRUCTURAL 0 0 • 0 0 + CD ...... ...... ('T) I (.!) D z SECTION "~f:COl'l!D IUIAWIIGS" BASED Of,! CONTRACTOR'S RED-LINED PU\ll!S DATE_ /-/"(-9ei- GRADING REMOVAL AND PLAN SCALE 1"=40' G-2 (L ru g ru 0 <!) tO ro a:, 0) ru z ~ (!) "- " CL 0 0 ::, .. .._...__ __ ..&.. ___________________________________________________ --::-:-::~=~=-=~~----------------------------------------------------,-------------------------......IC, FOR REDUCED PLANS 0 2 FORM DC-OE-92-PF <REV. 3/88) ORIGINAL SCALE IS IN INCHES 3 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S ~ -.... -·~r- r 12 " .. r, 0 i " ~ . ~ . ~ i.i i " z ' ' ~ • • 0 ' ~ w t Z1 ~L ~- ~ - X X X X X >-co Cl w V) > w a:: w It) 1-en <' en 1-:c ~ V) ffi > 0 z Cl ~ 0 I Cl w V) > w a::: w I-< 0 It) en ai >-co Cl w :,.:: u w I u :c -:c Vl --, t I . 2. 3. NOTES DRAINAGE REMOVALS ARE SHOWN ON THE DRAINAGE SIGNALS AND ARE SHOWN ON SIGNAL EQUIPMENT THE TRAFFIC REMOVALS AND/OR SIGNAL PLANS. MANHOLES, VALVES, VAULTS, TO BE ADJUSTED TO LAYOUT PLANS. UTILITY BOXES AND GRADE OR RELOCATED AS ARE THE 0 z --,--,--7 { I I f I I I I FORM DC-0E-92-PF CREV. 3/881 PLANS. RELOCATIONS CABINETS SHOWN ON FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I I I 2 I 3 I DIST COUNTY ROUTE 12 Ora I, 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 9/15/95 DATE J. BRUZ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 CONSTRUCTION NOTES 0--PROTECT IN PLACE @--REMOVE @--SALVAGE 0--REMOVE EX I ST I NG CURB AND @--REMOVE EXISTING CURB GUTTER 173 @-REMOVE EX I ST I NG SIDEWALK (f)--REMOVE EX I ST I NG PAVEMENT STRUCTURAL SECTION @--RELOCATE -.J;+,-10 0 • 0 0 + lt) N - <( 0 z f-f- C/) w w w :z: z Cl) cu 12208 GRADING REMOVAL AND PLAN SCALE 1"=40' EA 005331 G-3 CITY OF NEWPORT BEACH DWG. NO. 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REGISTERE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ~oFESS/o,.,4{ MICHAEL J. BRUZ 36198 6/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA. 92718 CONSTRUCTION NOTES 0--PROTECT IN PLACE @-REMOVE @--SALVAGE 0---REMOVE EX I ST I NG CURB AND GUTTER @-REMOVE EXISTING CURB @--REMOVE EXISTING SIDEWALK ©-REMOVE EXISTING PAVEMENT STRUCTURAL SECTION @--RELOCATE cu 12208 "1£COfU) D!'.flflitl111;" BASED 0111 C01'l1RAGlOR'S RED-LINED PLJl!\!S DATE __ ,..L -/:$(,::-_2:°a._,._. ___ _ GRADING AND REMOVAL PLAN SCALE 1"=40' EA 005331 G-5 CITY OF NEWPORT BEACH DWG. NO. R-5683-S ~ z 5 r 0 ! (") 0 D cl m ~ ' ~ ffi z • ';l l " ~ ; 0 1: ~ i ;;; -0.. l!l "' - U) 0 "' "" "' ., " ,; z "' N 5 r ::, (!) lL • :,, CL • g Cl ' ill I l D j ; ' I ~ ' ~ ' < '· i' 9 ::, .. ... 0 X X X X X >-en Cl w V) > w 0:: W IO I-O'l <( ;,; VI ~ ' O>-wco 1-0 <(I.LI --lz :::J (.'.) u_ .... .It/) <(I.LI uo I- ::i::: c.:> V) 0::: LaJ > 0 z 2 V) w 0 0 w \/) > w 0::: w I- <( 0 IO O'l ' O'l :I? c., , >-co 0 I.LI ><'. u w :c u :::c :::c V) >-~ J 1 . 2. 3. NOTES DRAINAGE REMOVALS ARE SHOVN ON THE DRAINAGE ,, ,,"' SIGNALS AND SIGNAL EQUIPMENT REMOVALS AND/OR ARE SHOVN ON THE TRAFFIC SIGNAL PLANS., MANHOLES, ARE TO BE VALVES, VAULTS, UTILITY BOXES,('\ND ADJUSTED TO GRADE OR RELOCATED AS f THE LAYOUT PLANS. / • 0 Lf 'f (_) <Jt,1 l (!) 0 ,_,,,,_,,,-,\ ,~,' ,,_,_, ,,,--,,,,, -..f o-z • >- 'P•=,-~.=--!::::" ,._ ,,m_ ~~,:.::::::>~,._. ~~,~ ,,,,- .~-,{ ' ) / ,..~ _✓,.,,¼, -.,,u,w, -•\V / 2\l!1FILL SLQPE ··""·"',, EXIST DECORA'l'IVE TJMBER /'w AGk. I \ \ 1 i \ \ i ' j \. , \ f ,, /· f , , I i i ; i / , , , i i EASE ,, \ DAlrt:;rGHT LI NE ~{WE i "-~, .. ,, • 0 0 • 0 0 r,-. + I 0) (!) ,• ".-··:· .. /··,'.L-~-.. -,, -..,t --0 z < I-I- (/) w w w I z (/) ..... ...J w w I (/) u I- < L .;;/'' ~,: 1 CUT fJ SLOPE /',1JA YL I GHT LI NE DIST COUNTY 12 Oro ROUTE I, 73 CIVIL ENGINEER 16025/16040 .011. J. BRUZ PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0--PROTECT IN PLACE @-REMOVE 0--SALVAGE @--REMOVE EXISTING CURB AND GUTTER ®--REMOVE EX I ST I NG CURB ®--REMOVE EXISTING SIDE'wALK ©--REMOVE EXISTING PAVEMENT STRUCTURAL SECTION ®-REMOVE EXISTING CANARY ISLAND DATE PALM ANO PLACE IN BOX ®-COLD PLANE EX I ST I NG AC PAVEMENT @--RELOCATE GRADING AND REMOVAL PLAN SCALE 1"=.t:.0' G-6 ~ "' I N z ::, :,: I!) ... . :,, 0. § .. t .._..,_ __ ..._ ___________________________________________________ -;::~:-;:;:;=-;;-.-;-;::-;=-;::-;:;;-;-;:-,-::----------:-------------------------------------------,.---------------.-------------J~ FOR REDUCED PLANS o I 3 I FORM DC-OE-92-PF <REV. 3/88) ORIGINAL SCALE IS IN INCHES I I 2 I cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S ~ :i: 0 ~ 0 ~ n ; ~ ~ ~ z ci § z • " " ~ " > ~ ~ I! Ii 0 i l> i ,. X X X X X >-ID Cl w Vl > w a::: w I{) I-a, <( ' a, V) ~ ' O>- WO'.) 1-0 <tw ..Jz ::::, Cl u_ ..JVl <(W uo I-:c C) VI a::: w > 0 z C) Ill w 0 I I I!: l'5 i i ICl 0 w Vl > w a::: w I- <( Cl I{) a, ' a, ::ii: c.:, ""') >-O'.l Cl w ~ u w :c u :I: -:I: V) i -J 1 . 2. 3. NOTES DRAINAGE REMOVALS ARE SHOWN ON THE DRAINAGE PLANS. SIGNAL EQUIPMENT REMOVALS ON THE TRAFFIC SIGNAL PLANS. SIGNALS AND ARE SHOWN MANHOLES, ARE TO BE THE 0 0 0 (0 0 I + (!) (X) 0 z I-w w :r: CJ) w w (/) '1' < I- (/) w z -....I :r: u I- < L° ' J,, AND/OR RELOCATIONS CABINETS SHOWN ON I i ' i ' "''•'~-~-"""~-,,,,,,.,,~·-"•""'"''.t"·' • ··•h•~,--·1 0 0 • 0 :z: DIST COUNTY ROUTE 12 Ora I, 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 o,Essio ICHA J. BRUZ 36198 6/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0--PROTECT IN PLACE ~REMOVE @-SALVAGE @--REMOVE EX I ST I NG CURB AND @-REMOVE EXISTING CURB ®--REMOVE EXISTING SIDEWALK (j)--REMOVE EX I ST I NG PAVEMENT SECTION STRUCTURAL @i-----;Cc:10-H-L-+D+-+P4-L-AAN-N[i::--![=-1)(.-irµ::5~r:....i:r-l!.IH~G---A.iA CC- PAVEMENT @--RELOCATE GUTTER GRADING AND REMOVAL PLAN ... 0 "' "' (X) "' "' N !§ • SCALE t "=40' j ~~~~==-------------~~~~~-~~-----;-----------,------.--~G--1~§ ~M DC·OE·92·PF CREV. 3/88) FOR REDUCED PLANS o 2 3 ci ORIGINAL SCALE IS IN INCHES cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S ' .f \ ' j j ' l I 1 I ~ 0 i'l 1ll ~ ~ ffi ~ 0 ~ " ~ § ~ • '1! z !! ~ • ~ !; " r ~ 5 r 0 0 0 ~ :n ~ a z • ~ z I" (") l> • ~ i " "' i ~ D 8 ~ fl ~ c5 " • i I" ~ ~ 'il z l> ~ ,: § I ~ n 0 n ~ .,, m a • 0 -.J Uol i '1! ~ g -<-a: X X X X X >-co Cl w (/') > w a:: w I{) I-0) <! ~ 1-:::c (.!) V') a:: w > 0 z Q Ill L,J a Cl w (/') > w a:: w I- <! Cl a. -' , >-co Cl w :,,c'. u w :::c u ::J: -::J: V> 1 • 2. 3. NOTES DRAINAGE REMOVALS ARE SHO\./N ON THE DRAINAGE PLANS. SIGNALS AND SIGNAL EQUIPMENT REMOVALS AND/OR RELOCATIONS ARE SHOWN ON THE TRAFFIC SIGNAL PLANS. MANHOLES, TO BE ARE THE LAYOUT VALVES, ADJUSTED PLANS. 1- (f) ...... X w F / -""··~.,we~"''• -_,,,,,,,.,,~:¾,,•· ---,-,-.-_, •. /, .• ~----··•""-'·«·•~-"~-, ... /'""'"''"""""'" -~---'"'~" ., ·:-"' / I l ( , ,.,~ -.~"""=~~ -~ "---.::. • " l \ \ DIST COUNTY ROUTE 12 Ora I, 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16,_25/16,_40 v.0/ I .v J. BRUZ 36198 ROBERT BEIN. WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES (D--PROTECT IN PLACE (j)--REMOVE EXISTING SECTION PAVEMENT STRUCTURAL "'-/' ' ' ' ;\ ' ,, "" "e"""""""'c'.:':;_:;:'.','. GRADING REMOVAL AND PLAN SCALE 1"=40' 173 G-8 ., 0 "' "' a, a, "' N ~ "' "" "' .,_ § t L.....L---.J.-----------------------------------------------------------------,----------------------------------------------------------------------------,,--------------------------------.l'cl FOR REDUCED PLANS 0 2 FORM DC-OE-92-PF <REV. 3/88) ORIGINAL SCALE IS IN INCHES 3 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S I X X X X X Cl w >-(/) co > Cl w LLJ 0:: VI w > I-w <( 0:: Cl w LO LO I-"' "' <( ' ' "' "' ID a.. ...., ..J ::E ...., ' Cl>->-wa::i ca I-Cl <w Cl ..Jz w :::) t:) :,£'. u_ u ..J(/) w <(W ::i:: UCl u I-:c ::i:: <.:> -(/) :c a:: V> LLJ > 0 >- z ~ <.:> (/) -,:, Li.I Cl a § 3 !; ! 1 . 2. 3. ''"' ,, Q ,, ~"'~' \J..1 !s (Q u ', " x,,✓ / ,, ' &z·'_;n ; t/ NOTES DRAINAGE REMOVALS ARE SHOWN ON THE DRAI~AGE PLANS. SIGNALS AND SIGNAL EQUIPMENT REMOVALS 1ND/OR ARE SHOWN ON THE TRAFFIC SIGNAL PLANS. .,, .· ',. ,/ MANHOLES, ARE TO BE THE LAYOUT VAL YES, VAULTS ,.)<UTILITY BOXES AND ADJUSTED TO GRADE OR RELOCATED AS PLANS. ,·:,'¢" ,, \.~b '•. ""00"; ()"~' \,""' '"t"" e.)~ "' ••~~-•••~o>= RELOCATIONS CABINETS SHOWN ON I I i I I I I -LI) - I (!) 0 z DIST COUNTY 12 Ora ROUTE I, 73 CIVIL ENGINEER 16025/16040 .011. J. BRUZ PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0----PROTECT IN PLACE @--REMOVE 0----SALVAGE @-REMOVE EXISTING CURB AND GUTTER @-REMOVE EXISTING CURB @-REMOVE EXISTING SIDEWALK Q)--REMOVE EXISTING PAVEMENT STRUCTURAL SECTION @--RELOCATE @--TO BE ADJUSTED BY OTHERS GRADING AND REMOVAL PLAN SCALE: 1"=40' G-9 "' 0 (!) tD co "' "' N .. t L-..L.---11--------------------------.....;;..;......; _____________________________ =.,,...====..,,....,.=--------------------------------------------------------...---------------.--------------..I~ FOR REDUCED PLANS FORM DC-OE-92-PF !REV. 3/88) ORIGINAL SCALE IS IN INCHES 0 I I I 2 I 3 I cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S I I " I n m .n 0 m n ~ i m n ~ m ~ I I ~ z J: 0 r 0 n i i 0 z I: !" ls ~ z ;; X X x-- X X 0 w >--V) CD > 0 w w a: V) w > I- w <( a: 0 w l{) l{) I-01 01 <( '-'-01 01 I-ro :::E -, (/) :::E ' D>-->--WCD CD 1-D <Cw 0 _Jz w ::::i C) :,,:: u_ u _JV) w <CW I uo u I-:::c ::c (.!) V) :::c a:: (/) w > 0 >- z ~ (.!) V) -w ..., C :$ z a: 0 ... -.J C u ... 0 ~ C I-co dP [I] GENERAL NOTES SEE STAGE CONST PLAN FOR TEMPORARY SLOPE IN MEDIAN AREA. CONTRACTOR TO PROVIDE APPROPRIATE EROSION CONTROL BEHIND K-RAIL AS DESCRIBED IN SWPPP CONTRACTOR TO PROVIDE APPROPRIATE EROSION CONTROL MEASURES FOR ROADBED IF RAIN IS FORCAST WITHIN FIVE DAYS DURING PERIOD WHEN ROAD SUBGRADE IS EXPOSED. SEE SWPPP LENGTH "L" BASED ON LOCATION WHERE ELEV "A" EQUALS GROUND ELEVATION AT ELEV "B", BUT "L" IS NOT LESS THAN SIDEWALK WIDTH CURB AND GUTTER - L ELEV "B" ELEV "A" ~~~,--..,.-~~/ SIDEWALK SUBGRADE SECTION A-A £ EDGE OF GUTTER URB FACE LENGTH OF DOUBLE ROW/ DOUBLE HIGH SANDBAGS SEE PLAN 'X_ SEDIMENT STORAGE AREA )--BACK OF WALK TERMINATE SANDBAGS AT GROUND ELEVATION SINGLE EQUAL TO TOP OF SANDBAG ELEVATION@ CURB FACE ..,_A PLAN TYPICAL BASIN DETAIL / ... SINGLE ROW SANDBAGS (TYPl '·-.....,, ·,. "'"'"'"''""7"'""·"-•"'' .,-, / \ '· -· SILT FENCE PER PLAN ESC50, SWPPP '>· ''"$"'," DIST COUNTY ROUTE 12 Ora I , 73 I 6. 25/ 16. 40 0.011 .o PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 . TAYLO 43053 p. 3/31/9 CIVIL ROBERT BEIN, WILLIAM FROST 14725 ALTON PARKWAY AND ASSOCIATES IRVINE, CA. 92718 • : ,, s •·\. ... L=t""~ ~~,.' .......... . EROSION CONTROL SCALE: I "==40' PLAN EC-I -b a:: w ·- 0 a:: w <J) ro ro O> N <( a:: C, "' "- . C, 0 FOR REDUCED PLANS o z 3 ~ L_ __ __:_:FO:.:.:R:::_M ..:D.:.C·..:O::..E·..::92:_·:...:PF_::_:<R::..EV:.:.. _:::31...:8.:::Bl ____________________________________ _::O~R~IG::IN:.:A.:.L ...:S'.2:C:.:A:.'.LE::....:::IS:_,:IN~IN::CH~E:.::S:___!::::=:==:=:::=:::::::=:::::::=:==::::::: __________________________ _L:'.C~U_:_l_'.:2..'.:2..::'.0~8------.l'.::E.'.:A~0:.:'.0~5~3~3_'._l _______ j~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S ' ' ' X X X X X >-(D 0 w VJ -> w 0::: w U') f-.,., <( '-.,., f-::. V) '-Or W!D 1-0 <Cw _jz :::J (.'.) u_ _JV) <CW uo I-:x: (.!) V) 0:: w > 0 z (.!) V) w Cl I IL 0 ~ 0 w VJ > w 0::: w f- <( 0 U') .,., '-.,., co """) :::i: >-(0 0 w ::.:: u w I u :c -:c t/) >-~ '"") FORM DC-OE-92-PF (REV. 3/88) -I 0 w 0 z t-w w I Cl) w w Cl) 0 0 • I.() N + "-0 - <( t- Cl) > w z _J I "='-~" 0 t-""~--~,✓' -' )>, <( \_'l'- :!? ___ ,. •✓-' ,, /'; "/~'\' \ \ \ , --.\~ ... ,,,,,,,,,,,_,, '~-,~-. r • ,_ 1/L: s w-•,~'-"•••••~• ~-~ f 1MAC R1·M , I FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES / , 0 0 • 0 0 + (0 -- DIST COUNTY ROUTE TOTAL PROJECT 12 Ora I , 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16.25/16,40 0 .0/ I .0 ROBERT BEIN. WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 ff) I 0 w EROSION CONTROL PLAN SCALE: I "=40' 173 EC-2 cu 12208 EA 005331 CITY OF NEWPORT BEACH R-5683-S DWG. NO. N 0 0:: w "' 0 0:: w lO ro ro m N <t: 0:: 0 ('.) L,_ . :;. lL . 0 0 ::, 'st 0 :_:; ii • " 'i I j I ;: ,, r. m s i I ~ ; • I I f i> '!A , .-g ◄ ~ I :,: " 6 8 ~ ; X X X X X >-al 0 w V) > w a:: WIO I-O') <( ;,, 1-::c C> (/) ffi > 0 z C> in LL.I 0 Cl w V) > w a:: w I- <( 0 IO O') ;,, >-co 0 w ::.<: u w :c u ::c -::c V) --, FORM DC-OE-92-PF (REV. 3/88) o- z< I-1-w Cl) Ww :c z Cl)_ w ...J w :c Cl) (.) I-< ::E I l I ! ! I i \ ) i ! / ,/ / I ' FOR ORIGINAL REDUCED PLANS SCALE IS IN INCHES 0 I I I ·~,""~ "·· ' \ ,.,...._,./! 2 I 3 I ········/./ ·, 4 / ·"i'·'"""' \ \ ...... , .. ,.,",~"~'•'""' \ 0 0 • 0 o1 + (.) ~w -o <z I-I- V) w wW z :c _Cl) ...J :c (.) w w Cl) DIST COUNTY ROUTE 12 I, 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 9/15/95 DATE SCOT . TAYL 43053 ·-------:-:::- p. 3/31/ CIVIL ct.: ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 "RIECORC DllAWIIIJl.iS" BASED ON CONTf!ACTOR'S RED·l!NED PLANS /-L1t..:-9fz.-.. - EROSION CONTROL SCALE: 1"=40' PLAN 173 EC-3 cu 12208 EA 00533! C!TY OF NEWPORT BEACH DWG. NO. R-5683-S If) ~ w :g 00 0) "' < 0:: 0 (!) "-• 3 Q_ 0 0 ::, [ l i l l I -..J ut X U) ~ a: m 0 ' 0 w >-V) en > 0 w w 0:: V) w > f-w < a::: 0 X W Ill Ill 1-m m <' ' m m I-ID ~ .., ::::E ' O>->-wen en f-0 0 <w _Jz w ::J (!) :,.: u_ u _JI/) w <{W :c uo u I-:r ::c X (!) -V) :r a:: (/) l.&J > 0 >- z ~ Q V) -l.&J .., 0 X I u X l!s ! t FORM CC-OE -92-PF (REV. 0 0 • N') 0 ,o u+ LJ lO N 3/88) FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 , I I 2 I 3 I ,c-=,•"' -- ~--.,,,_~~_.« 0 0 • 0 lO lO I +u ~ LJ DIST COUNTY ROUTE 12 Ora I, 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16025/16040 .0/ I. 9/15/95 DATE co ~ M. TAYL ::! 43053 No. ___ ..;_;..;;...;__ p.3/31/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA. 92718 EROSION CONTROL PLAN SCALE: 1"=40' 173 EC-4 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S I ~ • ' C ' " ~ i rn • n z m ~ I ;s " z " ' ' I I i I ~ ~ 0 c,:: w - ~ ir---•. 0 c,:: w <O g 00 00 ~ " QI i ~ N 0 < • f oc ~ 0 z ~ <.!) i L.. • 31: ll.. • 0 0 :::, •• ~ 0 X 0 w >-Vl O'.l > 0 w w 0::: Vl w -> I-w <( 0::: 0 X w U") U") I-a, 0-, <( '-'-m 0-, I-m ::;;;; , l/) ::;;;; '-O>->-wco O'.l 1-0 <(w 0 ..Jz w ::J (.') '<'. u_ u _.JV) w <CW I uo u I-::c :z: X (.!) -V) ::c er: l/) w > 0 >- z ~ (.!) V) -w -:, 0 z 2 ... X < ... I z C I= u. 0 ... z w :IE ... a: < Iii 0 '-,_ '-,_ %. '-,_ i ~ " '"' a: ~ " 0 '" ~ ~ " < ~ " u '" X ~ ~ " ~, I!! ~ " ~ " < '¾'"-t; ~ " "' I '¾-. " ~ FORM DC-OE-92-PF <REV, 3/88) " 0 0 • 12 TAIL FOR REDUCED PLANS i l ORIGINAL SCALE IS IN INCHES EC-I SANDBAGS 0 2 3 0 0 II II II II I/ -- DIST COUNTY ROUTE 12 Ora I , 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16.25/16.40 0.0/ I .O l'-ofESS/o SCOT • TAYLO "' "' 43053 "' p. 3/31 / CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 EROSION CONTROL PLAN cu 12208 SCALE: I "=40' EC-5 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S LI) 0 O'.'. w LI) 0 Cl'.: w <D (() ro a, N < O'.'. 0 (!) "-. "" 0... . 0 0 ::, .. " 0 ,'1 1·: i-{ 0 l 1 I ;g " ;j Ii , 1 I t - ~ ! I i !¥ ~ a z I • ~ I ~ £ i ,,. ; ! I i ,, ! ~ z i! z X X X X X >-co 0 w {/) > w 0:: w I- <( 1-:r: (.!) V) 0::: w > 0 z (.!) V) w a If) a-, ' a-, 0 w {/) > w 0:: w I- <( 0 >-co 0 w :.::: u w I u :::t: :::t: l/) -""') I / 0 0 • Ww ~~ w _J ,, w ::c CJ) (.) ~ ::.E / ··'!"'"· • ~> ,r \., I ', I j J I " / I i t ' /! 0 /) '/ I I , I \ \ \ \ \ \ g n \\., ' : ' I '.1 ; , ' ' ' I, "\,.,, R7w ,,, • ·'-" 0 '" ~~-.,,,i,; "'"'"'<'< ,.,,,,u, ., _.--v~, _, ,,···•" ·-.,._, 0 0 • Or,... o, + (.) CX) w ,q- -o <( z I-I- C/) w w z - w :r: Cl) _J w :r: w (.) Cl) DIST COUNTY ROUTE 12 Ora I, 73 REGISTERED PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16.25/16.40 0.011 .o ofESSIO SCOT M. TAYLO 43053 No, __ ...:...;..;;...:.._ Exp. 3/31 /97 CIVIL ROBERT BEIN, WllLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA, 92718 EROSION CONTROL PLAN SCALE: 1"=40' 173 EC-6 <D 0 er: w <D 0 0::: w ll) ro ro a, N <1'. 0::: c:, (!> "-. ~ C, 0 :::, FOR REDUCED PLANS o 2 3 L_ __ _:F,:::O.:.,::RM:...::'.D.::.C-_::O:,::E-_:9:::_2-_:,P.:._F_:(.:_::RE:_:V_:_. _:::31:._::8::::B:...l _______________________________________ .::'._O~Rl.::'.G'.'..:IN:,A::,L_:S:_::C:_:A'.'.:L.'.:::.E~l.::'.S~l'.'.,".N_l'.'._".N_:::,CH'...'.'.E:.::S'...,__:::==::::==::::==:===::::::====:=----------------------------_j__:::C:::'.,U_,'.1~2~2:_:0~8::_ _____ ~~E::A:__'.:0,'.:0'..::5'..::3'..::3~1'..__ ______ ___j6 CITY OF DWG. NO. NEWPORT BEACH R-5683-S I I I - X 0 w >-V) co > 0 w w 0:: Vl w > f-w <( 0:: 0 X w U1 U1 f-m m <( ' ' m m I-co ~ , (/) ~ ' O>->-WO'.l O'.l f-0 <:i::w 0 _Jz w :::::J 0 ::.:: u_ u _JV) w <1:W I 00 u I-::::c :c: X (.!) -V) ::::c a:: (/) w > 0 >- z ~ (.!) V) -w '"") Cl X ~ I 0 ~ C u X ~ w l§ ... C lo t 0 0 • co 0 ,o 0 + w co """ 0 -z <( t-t-w (/) WW V5 z -.J , I / \ BAS I./\L .. NO. f5• -··--· PLAN ,, SE:l; .. I:X:PJ)ETAJL. \ 30' t:,,. 3(ft _/ ff ! I \ l l ' 1 \ -~~ r'1 r'1 (/) -I -I z )> 0 -r'1 (JI (') O'> \ + co g • 0 0 DIST COUNTY ROUTE 12 Ora I , 73 l6.25/16.40 o. 0/ I. 0 27 ~l'-oFESS/o,v4( SCOTT 0 AL SHEETS 173 '1c "' M. TAYLOR 9-<;,, PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 No. 43053 Exp. 3/3 I /97 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 EROSION CONTROL PLAN SCALE: 1"=40' EC-7 "' '-0 er: w 1--0 er: w (b ll) ll) 0, N <( er: 0 (!) u. "' CL 0 0 :::, FORM DC·OE-92-PF (REV. 3/88) NEWPORT BEACH R-5683-S FOR REDUCED PLANS o 2 3 t__ __ _:__::_:::~:....::.::....::.::_:_:__::_:.::.:.:_::_:..:::::__ ____________________________________ _:O:::_R:,::IG:'.'.'.IN,::A:'.:L_.:::,:SC:::,:A:'.:L:'.:E_:1:_::S_:1,:_:N_:l,:_:NC:::.'.H.'..'.::E::::S_--'===::::::===:::::==:::::==:::::=:::::_ __________________________ _j__::C:::_U_:_1~2~2~0~8:_ _____ _j___'.::,EA:__,:'.0,:'.02:'.5'.:::3'.:::3~1-------_j;;!; CITY OF DWG. NO. , • • ' ' l ,. 1: ;;! '·/ 'l ., ,-; ,·1 > ' > ::1 > ,i ,-j I I m • s i I ~ I ~ e I i ~ el i : I j i I I ... .. .. -.. .. ~ ~ i i i ~ 0 ~ " ! ~ i X X x-- X X >-co 0 w (/) > w ct: w l!"> I-a, <( ' a, I-::E (/) ' O>-wa:i 1-0 <i:w -'z :::) (.'.) u_ -' <.I) <i:W uo 1--::c Cl V) 0::: LIJ > 0 z (.!) V) LIJ Cl z 0 -I-~ I C a: I- LL 0 I-z I I-a: C a. Ill Cl 0 w (/) > w a: w I- <( 0 l!"> a, ' 0) £0 -:l ::E >-a) 0 w :,,: u w I u :::c -:::c (/) J FORM DC-OE-92-PF (REV. 0 0 • " 0 I 0 (.) + L.J f8 ~ I-~ LJ Cl) '~'"•'' !# kl Cl) <: - ;o .) 3/88) I l 1/ FOR ORIGINAL REDUCED PLANS SCALE IS IN 0 2 3 INCHES DIST COUNTY ROUTE 12 Ora I , 73 PLANS APPROVAL DATE TOTAL PROJECT 16.25/16.40 0. 0/ I. 0 ~,-ofESSlo,v4< SCOTT "%, M. TAYLOR __ 4.:.;:3_;:.0.:..53.:;__ CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 p. 3/31 /9 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 ' \ EROSION CONTROL PLAN SCALE: cu 12208 1"=40' EC-8 EA 005331 CITY OF DWG. NO. NEWPORT BEACH R-5683-S • .. ,.. " ¾ii 00 0 :::, ro 0 a::: w ; (0 .ro ro :r (J) 6 N ...: I I a::: 0 (!) LL ' i "' i .. n.. Q Q a::: w ..,. 0 X 0 ,. w t_vi >-VJ (() -cU > 0 w w 0:: ,."/ U) w > I-'1 ' w <I: V\_ .. ,-,_,_, 0:: 0 ' X w LO LO I-m m <I: ' ' m m I-co ::::;; , 1/) :::E ' O>->-WIXl (() 1-0 <I:w 0 ~z w ~C) :,,: u_ u _JV) w <I:W I uo u I-:c :c X (.!) V) :c a:: (/) w > 0 >- z ~ (.!) 143 145 146 iii -w J a z Si! X s a: 0 A. I I!: ~ ... I ... a: C Ci a C -I > • 0 IL :::l c1 X IL 0 ~ ... II) dP rv <' ! FOR REDUCED PLANS 0 2 FORM DC-OE-92-PF <REV. 3/88) ORIGINAL SCALE IS IN INCHES ,t() "'~'{'"' =i-, ' '''\ I,"' 3 co (\J • -I (.) Lu l DIST COUNTY ROUTE I TOTAL PROJECT 0 AL NO. SHEETS 12 Ora I , 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16.25/16.40 0.0/1.0 29 173 l'Ql'ESSIO SCOT . TAYLO ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 EROSION CONTROL PLAN SCALE: I "=40' cu 12208 EC-9 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S a, 0 Cl'.'. w 0, ~ 0 Cl'.'. :,: w 0 (D 6 co ' I i co ·>i a, i N <( ~ f O'.'. I ~ i a I 'l m (!) w.. ;;: [L . a 0 :::, .. SO" 0 \ I X X X X X er: a ~~ 1------1---11 0 LL.I >--t/l 0) > 0 LL.I LL.I 0::: t/l w > r- LL.I <( Ct'. 0 w '° l{) r-er, Cl'> <( ' ' O') er, V) ;:;;: ~ c.,. ,, ' CJ>->-wen co r-0 <w 0 _jz LL.I ::J l'.) ~ u_ u _j t/l LL.I <(W :r: uo u I-:I: J: Cl VJ :I: er: !.fl w > 0 >- z ~ 0 VJ -:) LL.I Cl .z 0 ·~ . I-; 0:: 0 1:, z ,I( a:: I- ii. 0 I-I a: "' lb C! i i 0 ~ Ill I-< L; t NOTES: 1. BAY TAPER SHALL BE CONSTRUCTED PER DETAIL ON SHT C-1 2. MEDIAN FLARE SHALL BE CONSTRUCTED PER DETAIL ON SHT C-1 / -"'-~, I ' / <> V .. / R/W -~' 'f', ,. . (J) •,• z u< w a::: r- CURVE DATA* NO. REFERENCE !.:. R L T A CENTERLINE 31"36'48" 400.00' 220.t0' 113.24' B CURB RETURN 108°46'42" 65.00' 123.41' 90. 15' C E'LY CURB 4°16'01" 400.00' 29.80' 14. 91 ' 0 MEDIAN CURB 1°56'05" 1681 . 00' 56.t6' 28.38' E MEDIAN CURB 55"06'45" 85.00' 8 1 . t6 ' 44.35' F MEDIAN CURB 10"41'39" 366.00' 68.95' 34.58' G MEDIAN NOSE 149"28'22" 2.00' 5.22' 1.35' H MEDIAN NOSE 95"11'46" 4.00' 6.65' 4.39' I MEDIAN NOSE 161"29'04" 5.00' 1 4. 09 ' 30.61' J MEDIAN NOSE 119'34'09" 3.00' 9.40' 191.15' K MEDIAN CURB 23"18'08" 400.00' 162.68' 82.48' L MEDIAN CURB 21"25'12" 450.00' 168.23' 85. 1 1 ' M MEDIAN CURB 9"02'56" 418.00' 15.49 31.83' N MEDIAN CURB 152'24'13" 2.00' 5.32' 8, 14 ' 0 MEDIAN CURB 3'02'10" 481.00' 25.49' 12.15' P MED I AN CURB 83' 05 '31" 10.00' 14.50' 8.86' Q MEDIAN CURB 0'30'49" 1043.00' 9.35' 4.68' 16 0.00' 911 2' 504, 61 ' s CURB RETURN 90'00'00" 35.00' 54.98' 35.00' T MEDIAN NOSE 141"03'21" 5.00' 12.31' 14.14' u MEDIAN CURB 34"47'50" 49.00' 29.16' 15.35' V MEDIAN Dli<E 16' 15 '37" 49.00' 13.91' 1.00' * CURVE INFORMATION GIVEN IS FOR ENTIRE LENGTH OF CURVE . z ;. a::: 0:: '/ • .w _j 0 .[L u- ...J < r-_j r-LL u 0 0 ::, a::: >-0:: r-< tO r-r-(0 z m ,,.. _j (J) J-1- 0 (X) • • z . u lf) . -00 U) w . 0 0 0 u -(;) > (J) N + • + -w U) M 0 U) a::: w 0 0 z-o a::: _J -w --(J) - z _j 0 u -r- LL u u 0 ::, (D 0:: r-r-lO _J (J) ,,.. • z • 0 0 0 0 u Lf) • + (') 0 LO 2'13 0 ,. ___ , =: .. ~ <±· t c..9·· _j O:'. <~ r-·'<C. w o;,,c 0 LU __l w w (/) (D 0::: w ()_ < I- / ?>-·-i:: aY Cl) LO • • 0 01 N N -+ w (.') 0 w -m w > w w _j (jj (.!j -0:: 0:: ··-: ... ~ " DIST COUNTY ROUTE 12 Ora I. 73 I 6,., 25/ I 6,., 40 v.0/ I .v oFESSIO 9/15/95 CIVIL ENGINEER DATE !CHA "' J, BRUZ i5 --'----I _____________ ,;:!No. 36198 PLANS APPROVAL DATE CITY OF NEWPORT BEACH P Gl 30I 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA. 92718 • CONSTRUCTION NOTES (D-PROTECT IN PLACE @-CONST ROLLED CURB PER DETAIL ON SHT C-2 @-CONST PCC CURB AND GUTTER PER CALTRANS STD PLAN A81,TYPE A2-8 @-CONST PCC MED I AN CURB PER CALTRANS STD PLAN A81,TYPE A1-8 @-CONST PCC SIDEWALK PER CITY OF NEWPORT BEACH ST0-180-L @-CONST VARIABLE AC OVERLAY (3" MINIMUM THICKNESS) @-coNST 0.55' AC OVER 0.25' ATPB OVER 0.50' AB OVER 1.15' AS @-CONST PCC CURB RAMP PER DETAIL ON SHT C-1 @-CONST FULL DEPTH AC N (12" MINIMUM THICKNESS) _j @--ADJUST MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STD-111-L ..-~ @-ADJUST VALVE COVER TO GRADE PER < CITY OF NEWPORT BEACH STD-511-L .·3nE:; __ ~> I-I-@-ADJUST TO GRADE ~~~~~=;=e=::::::=~~~--:£~~~~ ... ··:· __ ':::: ::t:O'i' ·-·· .. (f) W ~ @-RELOCATE A IR RELEASE VAL VE r.n < m r,.:: ..... "'O.··· 0 N ,. )~?,_;-~ lJ) (..'j ow -al I j ".·' <>i w @--coNST PCC CURB ANO GUTTER PER W DETAIL ON SHT C-2 r.n @-CONSTRUCT 30 MIL PVC MOISTURE BARRIER 0-CONST 8" GLUE-DOWN CURB PER CALTRANS STD PLAN A81, DETAIL B3 125,41 FS 125,74 TC EP ~--rl1 I 126.88 TC END CURB 121.32 TC 126.65 FS 26 .. ~-----. . . . .a. . . A 128.80 TC 129.69 TC 128.12 FS \ 129.06 TC 128,85 128,06 TC 128.18 120.JA FL DETAIL "A" SCALE 1 " = 20' LAYOUT PLAN SCALE: 1 "=40' L-1 ~ 0 ..J ~ 0 ..J U) a, a, Ol N z ~ "' lJ.. . "' CL D D :::, FOR REDUCED PLANS o z 3 ·· L __ ___.:F:..'.:0::::_RM':._::D'..::.C::_':-0::E.::_:-9~2::_>:-P~F_<C:::RE~V'.:._. __231'.'._:8:;:8:...> _______________________________________ _:::0:_:R::IG::IN:'.:A=.L_S:::C:.'.A:.'.:L:.::E__.::::IS~IN~IN'.:::C:_:,:HE:.:S:'....___:::=::::::=:=:=:::=:=::=::=::::::='.......... ___________________________ _j__:C_:U:...._:l:_:2:_:2:_:0::8:_ ______ +_;:E:_;.A~Q:_:0:;5~3:_:3~1 ===-::-=-:--::::-:---lci C!TY OF NEWPORT BEACH DWG. NO. R-5683-S I X Cl w >-I.fl CD > Cl w w 0:: I.fl w > I-w <( 0:: Cl X w l(l l.O I-CTI CTI <( ;;; ' CTI V) ::!: ~ c.:> , '-Cl>->-WCD CD I-Cl <Cw Cl _iz w :Jo ::.:: u_ u _JI.fl w <CW :c uo u I-:c :c X 0 V) :c a: (/) I.LI > 0 >-~ z t:> -Vl -:) LLl 0 X X t NOTES: 1. BAY TAPER SHALL BE CONSTRUCTED PER 2. MEDIAN FLARES SHALL BE CONSTRUCTED I-z ..... ,. 0 CL 0 0 • - < I-I- w (/) w I w (/) z w w (/) .~ &~ ')\.~' ""' ,,p (I) z □ < z 0::: w I- (!) co LJ.l rt--Ck: t • ::::, co OU~ (.!) co + >-M rt-.J • 0 ~ '..f -zM z • 22· 1 ~~-~-~~--, ~~•~n<~----. (I) z (!) < w 0::: (D I- (!) (D rt-0::: . ::::, OU L:Q T{, >-·ro ,_J 21 ° ,~ -z DETAIL ON SHT PER DEATIL ON 35 i i C-1 SHT C-1 1-z LJ.l > LLl LLl _J (/) CURVE DATA NO. REFERENCE t:,. R L T A CENTERLINE 5° 15 '30" 6000. 00' 550. 66' 215.52' B \./'LY CURB 5° 15 '30" 6056. 00' 555. 80' 218.09' C CURB RETURN 92°04'44" 35.00' 56.25' 36.29' D CURB RETURN 81° 55 • 1 6" 35. oo • 53. 11 • 33.15' E E'LY CURB 5• 15 '30" 5944. 00' 545. 52' 212.95' F MEDIAN NOSE 155°45'00" 5.00' 13.59' 23.21' G MEDIAN NOSE 180°00·00" 3.oo· 9.42' H MEDI AN CURB 5• 00' 15" 4000. 00' 349. 36' 114.19' I MED I AN CURB 5° 1 5 '30" 5980. 00 ' 548. 82 ' 214.60' J MED I AN NOSE 1 so· 00 '00" 8. 00 ' 25. 1 3 ' K MED I AN NOSE 1 61" 04 '31 " 3. 00 ' 8. 43 ' 18.00' L SIDE\JALK 9°28'22" 348.00' 51.54' 28.83' M SIDE\./,t,.L. , .•.. ," 84°16'34" 2.00' 2.94' 1 • 81 ' N SIDE\./ALK\ 3°25'50" 360.00' 21.55' 0 SIDE\./ALK 15° 59 '05" 520. 00' 145. 01' 13. 01 ' P SI DE\./ ALK 1 3° 01 ' 1 6" 120. 00 ' 1 64. 89 ' 82. 80 ' * CURVE INFORMA/ION'GIVEN IS FOR ENTIRE LE~GTH OF CURVE ..... 0 0 < CD 0 • I-0::: • -..t W ::J LO rt-0 U rt-+ + (') W 0::: M -wo-.-(f)LL- (I) z < 0::: I- O'.l 0::: ::::, u (I) z < 0::: I- (I) z < 0::: I- (f) z < 0::: I- O'.l (D 0::: 0::: ::::, ::::, u u 0 0 Oc.DWc.DW 0 0 .J O .J • .. __J ._.1 l.{)l.{)000 rt-0 0::: -0::: + + + '-f LO O LO (!) --z ....... w ..--w -co 21 \ 0 0 ' • ' ) LO { ) ' r-,-. ' + r \ LO - DIST COUNTY ROUTE 12 Ora I, 73 16,.25/16,.40 v.0/ I .v PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 . o,ESS/o ICHA J. BRUZ 36198 p. 6/30/ CIVIL or ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0--PROTECT IN PLACE @---CONST ROLLED CURB PER DETAIL ON SHT C-2 @--coNST PCC CURB AND GUTTER PER CALTRANS STD PLAN A81,TYPE A2-8 @-CONST PCC MEDIAN CURB PER CALTRANS STD PLAN A81,TYPE A1-8 @--CONST PCC SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L @--coNST VARIABLE AC OVERLAY (3" MINIMUM THICKNESS> @--CONST 0. 55' AC OVER 0. 25' ATPB OVER 0.50' AB OVER 1.15' AS @--CONST PCC CURB RAMP PER 0 DETAIL ON SHT C-1 ~ @--CONST PARK\.JAY CULVERT PER CITY 0 OF NEWPORT BEACH STD-311-L AND ~ 7 AS MODIFED PER DETAIL ON SHT C.O ..J C-1 t't:> . .. @--CONST FULL DEPTH AC 23• 1 9 • 53 "E ~ / • • 0 -j'-----+----t--+--------F'"'. -:;t-;----'----'------:-f'.:---___:_41 \ \. z < 1 2" MIN I MUM TH I CKNESS l .......... x •• , .. -..... J •• "'3·-::;;:·-~f· --···--·----=""'~"::::._ ............ x1.4___ \ ti < @--TO BE ADJUSTED BY OWNER • ...... _,", .. , .... :;.~ X·------··"• 1--f-1 (I) lli @--ADJUST TO GRADE w :c z (/) > .• J~ N~""'"""· ; ..... (J) -• (.!) LO w w (/) > z ..... 0 0 • rt- LO - Lf) rJ) + Lf) @---CONST CURB AND GUTTER PER CALTRANS STD PLAN A2 6 @--CONST PCC CURB AND GUTTER PER DETAIL ON SHT C-2 @---CONSTRUCT 30 MIL PVC MOISTURE BARRIER LAYOUT PLAN SCALE: 1 "=40' L-2 FOR REDUCED PLANS o I 2 • 3 • L __ __:F~O~R:_M..:D'..'::C_.:-0:::E~-9::_:2~-P..:_F_:<::_:RE:_:V:,:_,_::_3.:_:l8:'.:'.8.'...l _______________________________________ .::::O:.:_Rl::G::,:IN::A.::_L_:S::_:C:_:A:.::L:.::E_:1::S_:1::_:N_l::_:N.:::CH:.::E:.:S:__::I ===='=:::=::=:::::' ===='-----------------------------LC:.Li:__:f_:2::2::0:_:8:_ _____ _j~E::A:::___:0_:::0_:::5:_:3:_:3:._:I _______ _Jij CITY OF NEWPORT BEACH DWG. NO. R-5683-S :1 I ;I X U) a:: O'> Cl ' a w >-1/) rn > 0 w LLJ 0:: 1/) LLJ > I- LLJ <( 0:: a X LLJ IO IO I-O'> O'> <( ' ' O'> O'> l/l :::. j (!) -, ' O>->-w rn rn 1-0 <w a ...lz w :::i (..? ><:'. U-u ....l V'l w <(LLJ :r: uo u I-:c :I: X t:) (/) :c 0:: Vl LLI > 0 >- z ~ t:) (/) ..., LLI 0 X • X t ~ 0 0 0 NO I + ..J tO ...... 0 ...... z < I-1- LLJ (/) LLJ ILLJ (/) z LLJ ..J LLJ (/) I u I-< .l: ' '"f~ 0 ()) 0 (".) • • LI) 0 r-,-. i + (.0 "I.D ' ' -_,_ -- -,, ... 20~,~·-----,-,,,x,---· •• ,--->~_,-,,+ u ' > t co D.. N -+ • -(.0 '--t (j) -(j) -- 2 / 21 0 0 • LI) r-,-. + r-,-. --R/\./ ,, 'S"' 21 21 u w 0 N 0 r-,-. • N 01 + ro , ~ (""' -- u ~' en Cl ' r::!J ,.• 0 '-:t ~ 0 • Lil • r-,-. r-,-. + ('\J ()) + 0 -('\J - -- ;<) .,. 0 ' -- 0/ -i NO. REFERENCE A CENTERLINE ·B CENTERLINE C 'w''LY CURB D 'w''LY CURB ·E E'LY CURB ·F MEDIAN CURB G MEDIAN CURB H MEDIAN CURB I MEDIAN CURB j SIDEWALK K SIDE\./ALK •L SIDE\./ALK M SIDE\./ALK N SI DE\./ ALK1• llE CURVE . [ R/\./ 1- (f) u en co 0 • Lil '-:t + N ('\J - CURVE DATA • b. R L 5° 15'30" 6000.00' 550.66' 3° 10 '39" 6000.00' 332.15' 5° 15'30" 6056.00' 555.80' 3"10'39" 6000.00' 332.16' 5°15'30" 5944.00' 545.52' 5° 00' 15" 4000.00' 349.36' 3°10'39" 6000.00' 332.15' 5° 15'30" 5980.00' 548.82' 3°10'39" 6000.00' 332.15' 13° 38 '52" 120.00' 1 11 . 50' 1 o· 1 o '36" 1000.00' 111.62' 14°22'23" 880.00' 220.16' 11°39'381" 440.00' 89.55' 68° 32 '51 'li>. 2.00' 5.89' -' T 215.52' 166.42' 218.09' 166.42' 212.95' 114.19' 166.42' 241.60' 166.42' 86. 16' 89. 04' 110.96' 44.93' 19.95' DIST COUNTY ROUTE 12 Ora I, 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16025/16040 .0/ I . J. BRUZ 36198 P 6/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 CONSTRUCTION NOTES GIVEN rs FOR ENTIRE LENGTH OF CURVE G)--PROTECT IN PLACE u m '-:t 0 en 0::: ::i u 0 (".) w --' • ......1 -o -0:: + (".) 0 (\J z -w Cf) z < 0::: I- en 0::: ::::, u 0 (".) w -......1 • ......1 (.0 0 -0:: + (".) (!) NW -en -- u w r-,-. co • 0 (0 + (") (\J Cf) z < 0::: I- m 0::: ::i u (/) z < 0:: I- en 0:: ::J u 0 0 • @--CONST ROLLED CURB PER □ET A IL ON SHT C-2 @--CONST PCC CURB ANO GUTTER PER CALTRANS STD PLAN A 81,TYPE A2-8 @-CONST PCC MED I AN CURB PER CALTRANS STD PLAN A 81,TYPE A1-8 @--coNST PCC SIDE\JALK PER CITY OF NE\./P0RT BEACH ST0-180-L @--CONST VAR I ABLE AC OVERLAY <3" MINIMUM THICKNESS> @--CONST 0. 55' AC OVER 0. 25' ATPB OVER 0.50' AB OVER 1.15' AS @--coNST PARK\./AY CULVERT PER CITY OF NE\./P0RT BEACH ST0-311-L ANO 0 AS MO0IFED PER DETAIL ON SHT O '-f C-1 i}> _j @--CONST FULL DEPTH AC ~ O < 12" MINIMUM THICKNESS> ffi < z -t@:ttt--FC'FQINNIGS-+-T~Rl.)-l[:::.:Tfi/1,-1, ff-/>,NHI-NNH=;G-4,/-'•hA-l\LHL--+Pl.l=[:.i:;R>--AO.i:::[+T ,-A-\ +-1{ t-G.S ----1------1 I-1-(/) LLJ ON SI IT C 3 u -1- LLJ ~ V5 @--CONST PCC-CURB AND GUTTER PER ...., -€-Al::-TR-A-N-S--ST-B-PLAN /1.2 6 ..J LlJ @--CONSTRUCT 30 MIL PVC MOISTURE ~ BARRIER ffi LAYOUT PLAN SCALE: 1"=40' L-3 M 0 ...l (D ~ OJ N z :::, :,: "' LL . :. 0. . 0 0 FOR REDUCED PLANS o I 2 3 ~ L---_;_:•O::;R::::.M..:D:.:C-..::O::.E·_:9.:.2-.:_PF:.....::.<R:.:::.EV.:_:·_:::3:..:;18:::,B>:.._ ___________________ _:.._ _______________ _::O:::,:R:;IG::,;IN::A::_L_:S;::C::A::,:LE::....::IS:_.::.:IN:__::IN~CH:.:'.E::S:..__!l=====:::l=====::::l=====::.I __________________________ J..::CU~_:_I =2=2~0~8 ______ e:.E_:A~0~0:::_5:::_3~3~1 _______ jcl CITY OF NEWPORT BEACH DWG. NO. R-5683-S I I I I 1/1 3 W' "" X X X X X CURVE DATA )IE D. R .L 3°10'39" 6000.00' .j~2.15• 26° 31 '41 " 2000.00' 926 ... Q0' 54°22'20" 800.00' 159. 18' 96°41'00" 35.00' 59.12' 1°55'51" 842.00' 116. 51' 9° 21 • 11 " 148.00' 122. 1 0' 81°48'32" 35.00' 49.91' H E'LY CURB 3• 10 '39" 3000.00' 166.38' I CURB RETURN 69°19'44" 35.00' 42.35' j S'LY CURB 2° 10 '20" 842.00' 31 . 92' I.I) ~ K CURB RETURN 0:: en C ' L E'LY CURB 115° 12'01" 35.00' 10.31' 22° 36 '06" 1938.00' 164.49' Cl w >-(/J co > Cl w NOTE: w a:: (/J w I > I-1 . BAY TAPER w <{ \ _ _.,..,,., SHALL BE CONSTRUCTED PER DETAIL ON SHI C-1 a:: Cl W LO LO i-en en <{ Oi ' Cf! Ill ::::i; ~ (!) -, ' Cl>->-wa::i co 1-0 <w Cl -1z w ::Jc, ::.::: u_ u _j(/J w <tW :r: UCl u I-:::c: :I: (!) Vl :::c: a:: Vl LL.I > 0 >- z '.:2: (!) '.:2: --Vl -::, LI.I 0 I ... a: 0 I I! ~ I t FORM DC-OE-92-PF <REV. 3/88> 0 0 • ("') I _J 0 z I-w w ::r: U) w w U) w • • (") N U) (") 0 0) N z u < u LJ.J (") co • r,- r,- + Lf) N 21 R/\.J 0::: z LJ.J < 0::: 0 0::: LJ.J < L (D 1- LJ.J (/) 0::: LJ.J ::J ::i: 0 l- ' o (f) 0 ........ z 00< 00 L + I-(D U) 0 (/) 0::: NZ<::J -wwu N 1 . 0' (TYPl 8+85. 16 B.CR:-l;:NQ s+do.oo R POINT 13.42'LT 'I-EJ}ID 90' BAY TAPER 11l✓{-Ofi;•,cz···~CR-END 00 N • N N ·+ N (") - 0::: w 0.. < I- >-< (D • 0 N - 0 z LJ.J '•s.,~ ·- 0::: w 0.. < I- >-W <CD (D 0) (") ·"'1: • L() ' ~1::-• <:"i' (\J (3 ur ,,, 1'6' -,< + ~_,.,, -1-L, N Z:!:)N (") ZM -w- """'· ·-,,.,,., ·----~ .. _ ~--"" ... , '"-,-, ,. \~;} "'·-~ "'-',, 0::: w 0.. < I- >-< (D 00 N • • 0 N N '-.t -+ (") (!) (") w - T 166.42' 88.01' 438.36' 396.81' 105.83' 60.26' 25.26' 26.10' 2.00' CURVE 21 23 ro ;;Fit;JL i.'.f' .DEPTH \'AC -1.---77·~ '•ft•"'-o,,,/-:Cc_« '• \~-~> lo. l". . •;;,;~5 BCR R/\.J N o (Jr' 'i' 1'\;.¾ ' ~~ le ~, ' ,, %.,J~~" ,._,,:; ''"'/ \" \ \ .>r )0\ ,,, \ \ FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES .. ::'r--..' .... ' ·~-~,T.....__,--+-,-k~~o ~-,:½f: .,__ : , ...., . :.o. ' • 2 3 0 lJ) lJ) + I ("') _, ("') -o z 1-w w ::c U) w w U) ffi DIST COUNTY ROUTE 12 Ora I , 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16025/16040 33 .0/ I. ofESSIO ICHA J. BRUZ 36198 ··---- xp. 6/30/ CIVIL OF 173 ROBERT BEIN. WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA. 92718 CONSTRUCTION NOTES 0--PROTECT IN PLACE @--CONST O. 55' AC OVER 1 . 15' AB @--CONST PCC CURB AND GUTTER PER CALTRANS STD PLAN A8t,TYPE A2-8 @-CONST PCC MED I AN CURB PER CALTRANS STD PLAN A8t,TYPE A1-8 @--coNST PCC SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L @--CONST VARIABLE AC OVERLAY (3" MINIMUM THICKNESS) @--coNST 0.55' AC OVER 0.25' ATPB OVER 0.50' AB OVER 1.15' AS @--CONST CURB RAMP PER DETAIL ON SHT NO C-1 @ CONST 11ED I AN CURB AMO BUTTER PER CI TY OF NEWPORT BEACI I STD 183 L TYPE C @-CONST FULL DEPTH AC (12" MINIMUM THICKNESS) CONST RETAINING WALL PER DETAILS 0~4 SI IT C 3..___,,--...____,,,_ _ _,,,.____,/'--.___., ~ CONST SURVEY MONUMENT TYPE "B" PER OCEMA STD 1406 @ FURNISH ANO PLACE SLURRY SEAL @--CONSTRUCT 30 MIL PVC MOISTURE BARRIER *--CONST 8" GLUE-DOVN CURB PER CALTRANS STD PLAN A81, DETAIL B3 cu 12208 LAYOUT PLAN SCALE: 1 "=40' L-l EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S ... 0 ·~ -' ~ I D -' 5 !8 j ,g. a, 'il ·'ll ~ ~ i' :, "l :,: ?!:! <!) ... ;. tL 0 Cl ::, .. " 0 X 0 w >-(/) !D > 0 w w 0:: (/) w > t-w <( 0:: 0 X w It') LO t-°' m <( ' ' °' m Vl ::::i: ~ (.!) ..., ' O>->-W!D !D t-0 0 <Cw ...Jz w :::)(.'.) :,,:: U-u ..JV) w <CW ::r: UCl u I-:::r:: :c X (.'.) -(/) :::r:: 0:: Vl w > >-0 z j Q 1/) -w ..., Cl X I I X t NOTE: . BAY TAPER SHALL BE CONSTRUCTED PER DETAIL ON SHT C-1 I I""" I.fl • .o oN I""" ..... + t!) (<) w ~ co ~,•o~ ·~---~ ~. '"' .... v ·-"· • ' .m.,. -~-.. 0::. ::) u ·~ ·~· ·•···· .... •.. ·--.... .... ..,.. . . .0:: .. • N - ::) u 0 !"'LI.I Lf) ...J 0 f" w Lf) ...J _J 0 0:: ~ c5 \\~ N 0:: (") + + c.o O c.o (!) (") Z (")W -~w~ -=Jro -- 0 f" LI.I -.: _J • _.J (!) 0 N 0:: + f" 0 MZ -w CURVE DATA * NO. REFERENCE t:;. R L T A CENTERLINE 26" 31 '4 1 " 2000.00' 926.00' 411.45' ·B 1,/'LY CURB 23° 56 '59" 2062.00' 861 . 92' 431.35' C E'LY CURB 22°36'06" 1938.00' 164.49' 381. 28' •D MEDIAN CURB 24° 33 '31" 2014.00' 863.26' 438.36' •E MEDIAN CURB 22°36'06" 1986.00' 183. 42' 396.81' * CURVE INFORMATION GIVEN JS FOR ENTIRE LENGTH OF CURVE // i l I / i ' 0 0 DIST COUNTY ROUTE 12 Oro I, 73 CIVIL ENGINEER I TOTAL PROJECT 16025/16040 .0/ I. 36198 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH. CA 92658 xp 6/30/ CIVIL ROBERT BEIN. WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 173 @--c □NST ROLLED CURB PER DETAIL ON SHT C-2 @--c □NST PCC CURB AND GUTTER PER CALTRANS STD PLAN A81,TYPE A2-8 @-coNST PCC MEDIAN CURB PER CALTRANS STD PLAN A81,TYPE A1-8 @--c □NST PCC SIDEUALK PER CITY OF NEUPORT BEACH STD-180-L @-CONST VAR I ABLE AC □VERLA Y (3" MINIMUM THICKNESS> @--coNST 0.55' AC OVER 0.25' ATPB OVER 0.50' AB OVER 1.55' AS @---CONST FULL DEPTH AC <12" MINIMUM THICKNESS) @--CONSTRUCT 30 MIL PVC MOISTURE BARRIER LAYOUT PLAN SCALE: 1 "=L.0' L-5 -LO 0 _J LO 0 _J lO co co ro N z ~ t!) LJ. . ;3 CL . 0 0 ::, FOR REDUCED PLANS o 2 3 ·· L __ ___:F:_:0::::_RM:...:D::_C:::-O'.:E.::.;-9:::2.:,:-P.::_F_:<::,::RE:,:V'..:.._:.3/'...'.8::'.8:....> _______________________________________ .::_OR:,::l.::_Gl::_::N,:_AL::...:S:_::C:,:A:::_LE::._:IS:.::....:1:_:N_:1:_:NC:::,:H_:::E:_:S:_..:::=:=::==::=:::::=:=:=::::::::=. ____________________________ ..L:C:::U:::_..:_l_:2_:2:_:::0:,:8:_ _____ -+...'.:E:.'.:A~Q~Q~5~3;::_::3..:_l=-:-,-,-=--cc""'."'C""--c---J~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S ''"" " •-• •·-• -••~·'°,_." ,.-~·•~-• --,-,.,_ -•" ss•r•-,--~-•~--·rn•···-•-"• ' i ~ I -..J .. u, X X X X X Cl I.J.J >-(/) co > a I.J.J w 0::: V'l I.J.J > f- I.J.J <! 0::: a I.J.J LO LO f-c,I c,I <! ;,; ' c,I 1/l ::!: ~ (.!) , ' Cl>->-I.J.J co co f-C) <! I.J.J a ....Jz I.J.J :::::i l'.) :,.: U-u ....J(/) I.J.J <{ I.J.J I ua u f-::c :x: l'.) -Vl ::c 0::: (/) w > >-0 z j (.!) Vl -:, I.J.J 0 ~ e I ,c t!: ~ i ~ I t CURVE DATA* NO. REFERENCE b. A CENTERLINE 26"31 '41" B CENTERLINE 6"44'03" C ~'LY CURB 23°56'59" D CURB RETURN 86°13'28" E S'LY CURB 1"58'25" F N'LY CURB 0°17'47" G CURB RETURN 84°53'34" H E'LY CURB 22°36'06" I CURB RETURN 96°43'36" J S'LY CURB 0°20'44" K CURB RETURN 75"10'46" L MEDIAN CURB 24"33'31" M MEDIAN CURB 22°36'06" N MEDIAN NOSE 180"00'00" * CURVE INFORMATION GIVEN IS y , NOTES: 0:: w 0.. < t- >-< co -I..() ~ • 0 N N tD -+ 0 (.!) -...t w -co R L T 2000.00' 926.00' 471.45' 4026.98' 473.30' 236.92' 2062.00' 861 . 92' 437.35' 30.00' 45. 15' 28.09' 3966.48' 136.62' 68.32' 4087. 48' 21.15' 10.57' 65.00' 96. 31 ' 59.45' 1938.00' 764.49' 387.28' 35.00' 59.09' 39.37' 3940.00' 23.00' 1 1 • 50 ' 65.00' 85.29' 50.04' 2014.00' 863.26' 438.36' 1986.00' 183.42' 396.87' 3.00' 9.42' -.-- FOR ENTIRE LENGTH OF C~RVE ~ <~' ' / y u >-co < CD co FORM DC·OE-92-PF <REV. 3/88) j 44 '. Y2 r 0 . J,:;,: 'i : i i " ,O i< :o ru:: ; '{f) l...J "'"'' i...J j1--1 !I C.V,f '"'" ' -,,." FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I (fJ c.. z :E <- f-0::: z f-f-...., (fJ (D O -t-t tO C.. ., X • Li) w ow-co _J z + (.!)(.!)~ -zwo -< CQ 7 I I N + 0 -z -w 2 I CURVE DATA )IE NO. REFERENCE il R L T 0 MEDIAN CURB 1•51•os" 4035.98' 131.52' 68.75' p MEDIAN NOSE 180°00'00" 3.45' 10.84' Q MEDIAN CURB 1 ° 56 '56" 4042.98' 137.48' 68.77' R MEDIAN CURB 0°43'49" 4012.98' 51.92' 25.96' s MEDIAN CURB 47°11·26" 85.00' 10.16' 31. 22' T MEDIAN NOSE 93°59'47" 5.00' 8.20' 5. 36' u MEDIAN NOSE 158°58'33" 2.00' 5.55' 10.18' V MEDIAN NOSE 155°00'41" 2.00' 5. 4 1 ' 9.03' \.I MEDIAN CURB 0°30'01" 4046.00' 35.33' 17.66' X MEDIAN CURB 33°44'30" 85.00' 50.06' 25.18' y MEDIAN NOSE 84°05'09" 5.00' 1.31.' L.. 51 ' z MEDIAN NOSE 15s•o4•01" 2.00' 5.52' 10.32' AA MEDIAN NOSE 152°03'20" 2.00' 5. 31 ' 8.04' BB MEDIAN NOSE 1 so· oo ·oo" 3.00' 9.42' cc E'LY CURB o· 29' 19• 1928.00' 16.44' 8.22' * CURVE INFORMATION GIVEN IS FOR ENTIRE LENGTH OF CURVE 3 I ',. / ""/ .¾ ./ .._,, 23 0 .o • 0 0 rt- + I (X) _J -...:r -0 z < I- I - (/) I.JJ I.JJ I.JJ I z (/) ..... _J I.JJ I.JJ I (/) u I- 1 < N ::E R/\J 21 23 INSTALL GEOTEXTILE FABRIC /",¢ , 29· SCE):TRAFFE~:""' ' .1 SI G~AL ACCESS,/~A'M,.:,i;> ? \ / ,,'f<x' / '·~~::J1;,/;,; DIST COUNTY 12 Ora ROUTE I , 73 16..._25/16,_40 v.0/ I .v J. BRUZ PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 CONSTRUCTION NOTES (D---PROTECT IN PLACE @--RELOCATE @--CONST PCC CURB AND GUTTER PER CALTRANS STD PLAN A8t,TYPE A2-8 @--CONST PCC MED I AN CURB PER CALTRANS STD PLAN A81,TYPE A1-8 @--CONST PCC SI DE\J ALK PER CI TY OF NE\JPORT BEACH STD-180-L @--CONST VARIABLE AC OVERLAY (3" MINIMUM THICKNESS) @-CONST 0. 55' AC OVER 0. 25' ATPB OVER 0.50' AB OVER 1.15' AS @--CONST PCC CURB RAMP PER DETAIL ON SHT C-1 @--CONST FULL DEPTH AC 112" MINIMUM THICKNESS) @--TO BE ADJUSTED BY OTHERS @--ADJUST TO GRADE @--CONST ROLLED CURB ANO THICKENED SIOE\JALK PER DETAIL ON SHT C-2 @-CONST SURVEY MONUMENT TYPE "B" PER OCEMA STD 1l06 @--CONST PCC CURB AND GUTTER PER DETAIL ON SHT NO C-2 @--CONSTRUCT 30 MIL PVC MOISTURE BARRIER cu 12208 LAYOUT PLAN SCALE: 1"=40' L-6 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S ~ (D 0 -' ~ (D 0 -' ' (D 00 00 :r 0) 0 N r 0 z . 8 g :, ~ . ~ Iii -0 0 (!) '.D LL ~ ll . z .ill ,.r ;:>c CL • 0 CJ :::, .. " a X 0 w >-l/) ro > 0 w w a:: Vl w > I-w <t 0:: 0 X w I{) I{) I-m m <t ' ' m m Vl ::ii ~ (.!) , ' O>->-wro ro 1-0 <tw a .....lz w :::J t:) :s:::: U-u .....I l/) w <l:W :::r: uo u I-:c :::r: X 0 -(/) ::c: 0:: (/') LI.I > 0 >- z :::E 0 :::E (/) ...., LI.I 0 X X t NOTE: BAY TAPER SHALL BE CONSTRUCTED PER DETAIL ON SHT C-1 0 0 • 0 tD 0 I + _J CX) '-f 0 z t-w w :c w CJ) z -w _J w CJ) :c u t-< L • (\J - (\J to Q:: w a.. < I- >-< co N • •O NN to -+ (J") 0 '--tZ -w CAP w (/) Q:: ::::) 0 u RAMP I u m -Lf) • N 0 + N Lf) - u m +1 (}) 0 + N Lf) - '' 2> "" ,. 0 W(f)._. I-I-I- < z -::E w (/) ..... z: z I-w < ....J > Q:: ::::) 0 I-er 0 Q._ (!) z ::E w w -co -- CURVE NO. REFERENCE f::,. •A CENTERLINE 21°45'31" B \J'LY EP 1 9° 1 2 ' 11" ,c MEDIAN NOSE 180°00'00" D \JALK\JAY 55° 23 '02" •E \JALK\JAY 131 ° 08, 49" •F \JALK\JAY 62°21'05" •G \JALK\JAY 92°51 '51" H \JALK\JAY 1 24 • 1 5 '54" ~,CURVE INFORMATION GIVEN IS -,,, ,;:, . -' ·s • Lf) + '-.f lJ) DATA )IE R L 2400.00' 911 . 42' 1200.00' 402.22' 14.00' 43.98' 10.00' 9.61' 20.00' 45.18' 20.00' 21.80' 10.00' 16.21' 3.25' 1.05' FOR ENTIRE LENGTH ><~·, .,,,,_~-< c•" ~••• ,(j T 461.21' 203.02' - 5.25' 44.04' 12.12' 10.51' 6. 15' OF CURVE DIST COUNTY 12 Ora ROUTE I , 73 16025/16040 .0/ I . J. BRUZ PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 . xp. 36198 6/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0--PROTECT IN PLACE 173 @--CONST PCC CURB ANO GUTTER PER CALTRANS STD PLAN A81,TYPE A2-8 @--CONST PCC MED I AN CURB PER CALTRANS STD PLAN A81,TYPE A1-8 @---CONST PCC SIDEWALK PER CITY OF NEWPORT BEACH STD-18O-L @--CONST VAR I ABLE AC OVERLAY (3" MINIMUM THICKNESS> @--coNST 0.55' AC OVER 0.25' ATPB OVER 0.50' AB OVER 1.15' AS @--CONST FULL DEPTH AC (12" MINIMUM THICKNESS> @--CONST 0. 42' AC OVER 0. 54' AB OVER 0.15' AS @--CONST 0. 25' AC OVER 0. 33' AB @ CONST AC DIKE PER CALTRAt~S STD PLAN C1A, TYPE A 18"J @--CONSTRUCT 30 MIL PVC MOISTURE BARRIER @-ADJUST TO GRADE LAYOUT PLAN SCALE: 1 "=40 ' L-1 -,,. 0 ..J -,,. 0 ..J (D gi (J) N z ::, ::E C) LL • Cl Cl ::, FOR REDUCED PLANS o 2 3 ·· L __ _'.:F~0R~M:._D:;:'.C:,:-0~E:.:-.-9~2~-P:'.;F_<~RE:,:V'..:_. _,::31::8~8>~ ____________________________________ ___:0:::_R::_:IG::IN,::A::;L__:::,:SC:::,:A:,::L:.::,E_:1.::'._S_:1.:,:N__:1:_:NC::::_H::E::_S_-=::=:::::::::=:::::::=:::::=:::::::=:'.-__________________________ ....L.:.C.:.U__;_l.:2::2:.:0_:8:.._ _____ +;E~A~0,:0;;.5;.3.:3~1::::-::-==--:::-:--=:-::--~~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S X X X X X >-a:J 0 w VJ > w 0::: t- I (!) 1/l 0::: L&.I > 0 z (!) -1/l L&.I 0 0 w VJ > w 0::: w t- <l: a :c :c (/) >-~ J t LO Ct) 0\ FORM DC-OE-92-PF CREV. 3/88) 0 0 • ,..,._ o.--, o ....J (o 0 LI) <" - f f f --,----------------------- •c,., ___ ----" ,~•-,·=-• -~-.~.w ~"--~--------'-'' / ,,,=,cc=~""c'='i5''" "<:~"""-~'~""""-"' &,,<~w• \ / FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES CURVE DATA • NO. REFERENCE !::,. R L T A CENTERLINE 21°45'31" 2400.00' 911 . 42' 461.27' B \J'LY EP 19• 12 '1?" 12:00. 00' 402.22' 203.02' * CURVE INFORMATION GIVEN IS FOR ENTIRE LENGTH OF CURVE BOULEVARD -___ ....,[_R_/_\J_ -,,,-.----------------,.-.-----_.._ ___ - - --- 2 3 DIST COUNTY ROUTE 12 Ora I, 73 16025/16040 37 .0/ I. REGISTERE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ofESSfO/y ICHA J. BRUZ 36198 ·----- xp. 6/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES G)--PROTECT IN PLACE @---CONST O. 42' AC OVER 0. 54' AB OVER 0.15' AS LAYOUT PLAN SCALE: 1 "=40' 173 L-8 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S --.I ~ -(X) 0 ..J - OJ 0 ..J ~ U) co ro :,: (1) 0 N b z 8 " :::, 0 :,:: ~ ~ (!) ~ :0 LL. ~ -~ • -~ __ Q "' n. . 0 0 :::, .. ._, 0 X Cl w >-V) co > •(! Cl w w a: V) w > I-w <( a: Cl X WLO LO I-~ ~ <( di ' ~ (/) ::!; ~ c., , ' Cl>->-wco co I-Cl <(UJ Cl _iz w :=i c.:> ::.:: U-u _J 1/) w <(IJ.J :::c: UCl u I-::c ::c X c.:> --V) ::c a: V) w > 0 >- z ~ c.:> V) ..., LL.I 0 5 X I t!: I!; I i i I X I!; Ill ?c ; t NOTE: BAY TAPER SHALL BE CQN$TRUCTED PER DETAIL ON SHT C-1 -.. / •""" ' . ('·-, -~ .. 143 : . • ~--'•~•V-"r )< ' • 0 ... ~ . w ···:·•z'0-:·;'.if'f••;;;••T· z ! / 10 / .. '"J:;~'f""~' •»~" ,, ~-,._ ~-... "-----~ ~-" • ,B;: : : • ,, J.,•·',w, ·••••••••••••• ••·•"<••·••., '-', CURVE DATA NO. REFERENCE & /,,, R L T .. ,,."\ A CENTER(''I'.NE 3,s0 ·00 '30" 1600.00' 911.62' 504'::Sl' B N'LY CURB 8° 06 '26" 1568.50' 221 . 94' 111.16' c, N'LY CURB 14 ° 09' 13" 50.00' 12.35' 6. 21 ' D CURB RETURN so0 00'5B" .35. 00' 54.99' 38. 01 ' ... * CURVE INFORMATION GIVEN l~~OR ENTIRE LENGTH OF CURVE l : \ ;/'; iZs • I / ST A ,oJ 50+50 REOLCATED STREET ,,,_.; LJ.6ldT SERVI CE CAB I NET : 2344 1/2 E. LLI (J Cf) 35 DIST COUNTY ROUTE T 12 Oro I, 73 16025/16040 .O/ I. 38 CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 oFESSio ICHA J. BRUZ 36198 XI>, 6/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE @--RELOCATE @--CONST PCC CURB AND GUTTER PER CALTRANS STD PLAN A81,TYPE A2-8 @--CONST PCC MED I AN CURB PER CALTRANS STD PLAN A81,TYPE A1-8 @--CONST PCC SIDE\./ALK PER CITY OF NE\./PORT BEACH STD-180-L @-CONST 0.55' AC OVER 0.25' ATPB OVER 0.50' AB OVER 1.15' AS @--CONST PCC CURB RAMP PER DETAIL ON SHT C-1 @--CONST BUS TURNOUT PER DETAIL ON SHT C-2 @--TO BE ADJUSTED BY OTHERS @--RELOCATE FI RE HYDRANT PER CI TY OF NE\./PORT BEACH STD-500-L @--RELOCATE A IR RELEASE VAL VE LAYOUT PLAN SCALE: 1 "=40' L-9 "' 0 ..J "' 0 ..J U) CX) CX) <n N z ::, :,: (.!) lJ_ . ~ Q. . 0 0 ::::, FORM DC·OE-92-PF <REV. 3/88) FOR REDUCED PLANS o 2 3 ·· L--_.::.:~~.::.:'.:.::..:'.:.::.'.:.'.:...~:..::_..::'.:.'.~-----------------------------------__::O::.:,R::::1G:.:_:IN:;::AL::....:S::::C,::AL::.::E:_::IS:_,:.:.:IN_:1::.:NC:::,:H.:::E:.::,S_.!::::::::::=:::::::===:::=:=::::::::=::::::.. _________________________ _jLC:..:U::__l:..:2:.:2:..:0:..:8::.__ _____ +,E~A:-;:0~0~5~3~371:;:::-::;:::-:;:=:--::::-;::-:--:::7:--lcl CITY OF NEWPORT BEACH DWG. NO. R-5683-S X 142 134 134 Cl: Cl 126 Cl w >-(/) 118 co > Cl w w 0:: (/) w > I-w <( 0:: Cl X w l.O l{') I-(5) (5) <( ' ' (5) (5) VJ ~ ~ (.') -:, 128 '-Cl>->-wen en I-Cl <l'.w Cl ....Jz w ::J (!) " u_ u 120 _JI/) w <CW ::c uo u t-:I: :r: 126 X (!) -(/) :I: 0:: I/) w > 0 >- z ~ (!) ~ 118 V) -, w Cl 128 120 ~ -... X ~ a: I ~ II. 0 ... z 126 w :I ... I Cl 118 ◄ iii! ~ '= ..I ◄ (,) X l!; ~ Statlon ◄ 100 101 103 104 105 105 ... (0 Cu. t xc. Yds. mb. FOR REDUCED PLANS 0 2 3 FORM OC-OE-92-PF (REV. 3/88) ORIGINAL SCALE IS IN INCHES s Ml DIST COUNTY ROUTE TOTAL PROJECT TO AL SHEET 12 Ora I, 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16.25/16.40 39 0.0/ I .0 MICHAEL J. BRUZ 36198 6/30/9 CIVIL 173 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 cu 12208 144 ~· 136 142 134 144 136 142 134 EA 005331 CITY OF NEWPORT BEACH R-5683-S DWG. NO. ~,-2 :r 0 5 z 0 m 0 0 ~ ~ m " ~ ro < z a C z < ~ " u " !I ,-► " IL_ "' ~ .. ... ~ -..a " ~ ~ I 0 0 i • w ::0 VII -I I Vl CD f"l'1 )> (") :::c .,, 0 ::0 .:: Cl n I fr "' "' I "U .,, ::0 f'l1 < . t,J ' co co ~ 0 ""Tl ::0 0 G') ::0 z ::0 )> fTI r CJ C: (/) (') (') fTI )> CJ r fTI " -~ (/) z -(/) z z () I fTI (/) 0 N vJ 0 C N N 0 co rn )> 0 0 (J1 VII vi X X STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION • (aft,ar,s 2 1"'1"' m C -+ • • 0 31 XI I ?" ~-' -+ ,g [µ fg ! ..... !W h -; i ...... w J::::,. ...... J::::,. ru -rr LUi~ ·,rlli,1'.•ll"'i ;) )!<' »f t~-;•tt*r-'l1" .. ,., _ .. , ... ,.,.,...,,..,....,...,. . .,. ,..,...,."'···,·,-, . ,·,---,-., d liiliill:HI iii~' iiliti'rr' i 'l''iil:ii'IH!Tlii'iiiii:lrii !iifild'iii"iiil"' rt rm) 'h ,., +!• M' ' ;+j,,s,,,L,,,,,t,,w·m·'·'•··t ,,.,, ,4l,fi,, .. ,1, 'TI [ i!;!_ll_lU. JJJ H1lJ1li)[T'!;: !',;'_:!~:~!\'.; !!'.~\! ;'!11f,1~~-f1-tl I i I'; d-1 l , , , tt1"f ·, ll i , 1 •. ,_ ' ' _,,, f i! d i;i , rmnminrri m1m1m11rnnmt1t1~mm1lm1111nrmm1nr11 ;r; It! LHt~lH-4i -1 i➔ ./.µ l~hH~1iu+i+1~-'.·l-H-wt-t-~n+1.1L4J.1,41~--1-HJ+1-1":-l-.Lt¾+ g,l1-1+t+~r~-1 Jll;,;l,,, ,, ., ,, ,,, ,,c,,L ,s ,, '""·sc,,d, .. ltc,, ._,,,., .. l;n" ,,, , 1- !,/;i !l,.ilt' i}t'· I~ .. ', " • '. , I i l i ...... w 01 ii ...... J::::,. J::::,. ,ff-i;,;.~u ,Hlfl'.~;!.,!_,j ''ji 1l,~;, ~,i,ril!jl+I ~l !i;i;,dp ~-HH~H,. fl n J i ,, : :ri.i'"I; '.' " ' ',,..,,.,, 'f", f4'~ ', L-H' a; f!q1'TP" ,!J, ,,,~:If i·ht'Ki+-U)m.;,; 1(1a11itm11 tln;-r\1~41· /'"<+\-,;~ ,;i'}LL,l i ', nni in~TI r·n '. ' ttt#f+, hrN.}/Hb~~n '.·•7.rr~)!i·H#· ;!i,t;t{iffii j'I' T'f~r~,', \ ,H 1i ~,!f1H> [i[ - I ,1', 1:5:ltt't Th , . .. 'i l ; ii d' ,,,,.,ttlit~"' ,,,, 'Hll<Pil IH\i .\!J ·>'"". ,}Ii.I .... ' i , ,, . ;!~ilf_lrT:''ff'\"1 'H•I,'' - ,~ +'ff::, l ~! ,-1 H!u '-~n ~ n{!iH '{• :!, ~ ,,,, ,: ':ill' Ii: ' I 1r:;lr ,, 1 H 1,~ :,,J., :• f]Y1! I! ; ,IJ:. .. l. L ,H·. l~H· :•afi ,-e,UU ,;+,- id'.' ·•tt+ft: l .,,. I 1li-1l .J l '' 1nn1. ip . HU !n ! t-f;-ft· +; 1.11 .. 1. '[]'J'. ,, ll'i!f !H ' , J; '! • 1it1tt; ttl1 . "" iH, 1 Yi' I' i 1~; nli d r!H!11 i'' ' ' ,11 I 1' :1 d, 1 Hill " ' '\'tt I ' rt1 'ti ' ~~':4 t~ii I!': I 1, 1 ! ,> ; ! i.U.\UJ.i4J+" ~ , !!i:)ltl, ii tlH9' I ' _-,.~.i+~M''\~ '.~!i.·t.t , .. ~,.,,Hi,H1·].1r, Ii qt ...... c.n OJ ! Hi ( ,, ... , :; ,, h C ~! ;ow i il! +h I,, TI '. ' ' r ...... 01 01 I l ll 04: !UDO. PW. FG IMUN29886P02 (P02) awilN A$ tl30l:103U CIJ'SLO t:8$1",!(JN A8Hi!Ob'031:1 NOU .. '1t!Odci0:J □lOH N'Vld '11Nl:.10;{! 1V::i '3N1Atl! " NO!.LWOdl:-IG:J OlOH N'J'ld X DESIGN OVERSIGHT JIMMY SHIH ....... w ..t:,,. ....... 01 0 ....... 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C") :s::: <.O '--<.O Ul 0 )> -; f77 :::u fTl < (/) fTl 0 § ~ I I -I ~ a rr, (/) G") z 0 < rr, ::0 (/) G") :r: -l 00 fTI)> t/l, -o oc z, [77)> 0-; 0J[77 -<O '--- ~ (/J ~ )> \J:) -; Ul fTl :::u fT7 < (/) fT7 0 OJ -< X X X X X X 0 w >-VJ co > 0 w w 0:: VJ w > f-w <! 0:: 0 X w I{) I{) f-O'> O'> <! ' ' O'> O'> (/) :'.ii :'.ii <.'.) :'.ii -, ' O>->-Wa:J (l] f-0 «w 0 _Jz w ::J (.'.) :,c u_ u _JVJ w <!W I uo u I-:c ::c x-(.!) -V) :c a:: V") w > 0 >- z ~ (.!) V) ""') w 0 z 0 - X ~ 2 I ~ II. 0 ... z w :I ... a: ,c ~ i 0 II:, .J ,c u X ~ ~ I-a:, t 250 242 234 240 232 238 230 240 232 238 230 258 DIST COUNTY ROUTE 12 Ora I, 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16.25/16.40 0. 01 I .O J. BRUZ 36198 ,1--2_5_O--1ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 " ' v•-<"" O=O~ A •vyrnu~ ':~47:~ " " 0 ~~F"'-'' -y' ~--•;;y:::.::: :~ : ·:::: ;;;:;;:,., ",· )" , ('.-~" ·' OR:{t w=M•~ •• , Wo> 256 248 254 246 256 248 254 246 1--S_t_at~lo_n~--------------~~--------~1~3~4~--------~1~3=5~----------"-"""-----------'--' ;c3i_7 ________ ~1__;i=s _________ ~I 3=9~--------~~---------------------------------------1 Cu. XC. Yds. mb. :g .. "' D .. :ls ~ N ~ :::, "' I,. "' 0.. C, C, ::, FOR REDUCED PLANS o 2 3 L_ __ _..:F_::O::_:R:_M_::D:.:::C_::-0:.:::E_:-9~2....'.-P.:...F_<'.'.:_R:::._:EV:..:_,_.:::.3:_:/8::_:::8:_l _______________________________________ .:::O:..:.R:.:::IG.:.:..IN:.:::A::_L_S:::C::.:A:::L~E_l:.:::S_l::_:N_:.:..:IN:.:::C~HE::S:__::=::::::::=::==::::::=::::::=:=::::=:'..__ ___________________________ _L_:c_:u_.:1_:2:..::2::.:0::.:8::.__ ______ i--;E:,.:A==0-=0:.,;5:,;3::.:3~1 :-:-:-::::-::c:::=-==--:--=-:-,:---l~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S / ,. ~ :,: 0 5 i i ~ ! ~ z ff • ~ I " t "" ~ I ~ :&' ... ,c .. • .. ... .., .,. ~ :,: 5 I i ~ I i : s - i ! 51 ; l> X 262 254 0 w >-l/l 246 aJ > 0 w w 0::: (/) w > f-w <( 0:: 0 X w LC) LC) f-O'l O'l <( '-'-O'l 0) V> '.::!; ~ <.:) -:, 256 '-O>->-wa:i aJ f-0 <tw 0 .....lz w ::) ('.) :,,:'. u_ u 248 .....I l/l w <tW :r: uo u I-:c I 254 X (.!) -V) :c n: (/) w > 0 >- z ~ (.!) 246 V) -, w Cl 256 248 X 254 246 X Station Cu. Exe. Yds. Emb. FORM DC-OE-92-PF (REV. ·• -<--· . -,~ ~.::r:.:..-' < < z. ' 01/ :} :.:. ·~~ 3/88) " . . -✓ ='-·~ ' ~=-i= ,-,_,. a);::. ' ~ :;,, . -'°'1"-·: " -" ' -· ., tp' .... ' _, ' REDUCED PLANS FOR ORIGINAL SCALE IS IN INCHES 0 I I I 146 2 I 3 I h = "' -£-,~- 148 DIST COUNTY ROUTE 12 Ora I , 73 ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD TOTAL PROJECT 16,25/16.40 0.0/1 .0 NO. 44 MICHAEL J • BRUZ 36198 CIVIL SHEETS 173 NEWPORT BEACH, CA 92658 OF •'3-~--1ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 cu 12208 250 242 252 250 242 252 244 242 .·· 1,,_ '::£:= ,=~• ~,- ,~ ~1/ '" MS , ' so , ----- EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S ' m ' • ' ~ a " ~ V i ~ ~ 0 " i p t ~ ~ ., ~ 8 ' "! ; ~ ,' ,I ~ I ro ' ,I i i5 ·; z ' ' . 0 " I , ~ .:''\ "' ~ ~ 0 ill ;:; ' I <D ~,---0 0. :,: <D g 0 CL ! ~ " <D a 0 "' ' ~ en "' ! ;ii "' ! m ~ N ~ z c:, ! z 15 "' ' ~ z "' le " 0. a 0 c:, " 0 X >-a) 0 w (/) > Lu 0::: X w (j\ I-'-<r V) ~ " O>- WO'.l 1-0 <rw -'z ::J(_J u_ _1(/) <r w uo I-:::c X (.!) V) a:: w > 0 z (.!) V) w Cl ~ ... X ,c I-a: 2 Cl) z ,c a: I- ~ I-z I! Ii: cC a. w a cC z a: 0 !!,, -I cC (J X ~ w I-cC I-Cl) FORM 258 250 242 0 w (/) > w 252 0::: w I-<r 0 244 (j\ '- :;;; t:) J >-a) 0 w :,,:'. u w :::r: 250 u 242 ::c -::c V') >-~ 252 --:> 244 250 242 Station Cu. xc. Yds. Emb. DC-OE-92-PF (REV. 148 149 3/88) _ .. "', -· ,, EEE ::+ '1¥ ID = 151 FOR ORIGINAL REDUCED PLANS SCALE IS IN 0 INCHES 156 2 3 DIST COUNTY ROUTE TOTAL PROJECT 12 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I. 0/2. 0 MICHAEL J. BRUZ 36198 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 ,, " cu 12208 EA 005341 L SHEETS 173 226 218 228 220 226 218 228 220 226 2 I 8 CITY OF DWG. NO. NEWPORT BEACH R-5683-S • II! " D • • 0 " " I , ~ ~ "" \; C I " ~ ,; z :,: 0 r CJ ~ n 0 0 ; ~ ~ ~ ii' 5 i z D • 0 ' :ii (.]) > D 2 "' n " :ii ~ " ~ ... 4 t • 11 IL '" 'U 0 ~ "- X ,-, 0 0 r 0 "-D " "' m Cl to 0 "' ~ ~ '" ITT N D D z ro I'\ ~ ::, z 5 ::; ~ z co "- "' "- a a ::, .. " a X 120 I I 2 0 104 w >-I.I) co > 0 w w 0:: I.I) w > f--w <( 0:: 0 X w l{) l{) f--0) 0) <( '-'-0) 0) (/) ::i, ~ c.:> -., '-O>->-WQJ (!'.l f--0 <Cw 0 _Jz w ::J Cl :,c u_ u _JI/) w <CW I uo u 148 t-:::c: 140 :::c x-(.!) Vl :::c: 0:: V> w > 0 >-~ z (.!) Vl -w -:> 0 146 X 138 148 140 X Statton Cu. XC, Yds. Emb. FORM DC-OE-92-PF <REV. ,X 3/88) FOR ORIGINAL REDUCED PLANS SCALE IS IN 10 I I 0 2 3 INCHES 128 120 DIST COUNTY ROUTE 12 Ora I, 73 ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 NO. 16.25/16.40 0.0/ I .0 46 9/15/95 DATE MICHAEL J, BRUZ 36198 6/30/96 * c~1----1ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 cu 12208 148 140 146 138 148 140 EA 005331 CITY OF DWG. NO. NEWPORT BEACH R-5683-S "' 0 "- "' a n_ "' "' "' a, N z :, "' "' Uc . "' n_ 0 C, :, " " I 1 I l l I ll I !! ,, 1 -1 • f ,! • ' ' I J ' ! 4 I :,: " 5 I I i . ~ I !" £ ?l i l> " • ~ :,: 0 5 I i ~ I i .. X 216 208 0 w >-(/) co > 0 w w 0:: (/) w > I-w <( 0:: 0 X w l{) l{) 216 I-.,., .,., <l:'-' .,., .,., V) :;;, ~ c.:, --., 208 '-O>->-wco co I-0 <Cw 0 _Jz w ::::i <..? :::<'.'. u_ u _J(/) w <(W I uo u I-::r: 216 :I: x--(.!) (/) ::r: 0::: (/) w > 0 >-208 ~ z (.!) (/) --:> w Cl ''T'.'- 216 z g ~-/f' !c X I-CIC 208 2 II) ~ CIC I- I!; I-i5 i! CIC ,c ei Cl 216 5 z CIC 0 208 ~ ~ X II. 0 v-~ o ~ Y ~ ,c Statron 7 Y ",", ';'v :fJ:"{ 9 10 I I 12 14 In t Cu, Yds. XC, Emb. FOR REDUCED PLANS 0 2 3 FORM DC-OE-92-PF (REV. 3/88) ORIGINAL SCALE IS IN INCHES 224 216 DIST COUNTY ROUTE 12 Oro I, 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16,25/16.40 0.0/1.0 NO. 47 J. BRUZ SHEETS 173 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 cu 12208 ~~, .. ~-.,,,~~-,~ • N,; ve 232 224 232 224 216 208 216 208 EA 005331 CITY OF DWG. NO. NEWPORT BEACH R-5683-S ' rn -o ~ • • 0 " ~ " f~ ► X 2 jTI ~ 6 I "' li :,; 0 r 0 ! I 8 -I ~ ' ) ' ~ ' m ' z i ~ z ! ~ • 1 0 ' I " ► X [: ~ ~ ► I ... .c ... 0 .. -.. - 'O CJ> ~ 0 r ._ 0 -5 a, I 8 0 ... ~ <D "' m ~ ! "' ~ O> N ~ ~ z ! ::, 7 " "' "- "' "- 0 " ::, ., 0 X X X· X X >-co 0 w VJ > w 0:: w I{) I--cs, <( '-cs, r- :i:: (!) V) a::: w > 0 z (!) -V) w Cl 0 LL.I VJ > w 0:: w I--<( 0 >-co 0 w :,,: u w I u :::c :::c V) -..., 252 244 252 244 252 244 252 244 252 244 Station 7 Cu. xc. Yds. Emb. 252 244 DIST COUNTY ROUTE 12 Ora I, 73 REGISTERE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16.25/16.40 0. 0/ I .o 48 o,Ess10 ICHA J. BRUZ 36198 6/30/ CIVIL OF ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 SHEETS 173 252 244 252 244 252 244 252 244 0 "- FOR REDUCED PLANS o 2 3 L_ __ ______:F....:O::.:R:::.M....:D:..::C....:-0::E....:-9::2....:-P...:.F_(::.:R::..EV:..:·_:::3:...:/B::8~) _______________________________________ _:O:._:Rl.:G:.:.:IN:::::A:.L...:S::C:::A:::L.::.E...:1.::S...:l::..:N...:l::..:N.:::CH~E:.::S:___::::==:::::==============----------------------------_Lc::__u:__:_l.:2:.:2:..::O:..::8:__ _____ ~_:E::.:A...:__.:0.:0.:5..:3..:3:...:I _______ _J;g CITY OF DWG. NO. NEWPORT BEACH R-5683-S " l# • ~ • ~ 8 I ' ~ _m £ I " I X 0 w >-VJ co > 0 w w 0:: VJ w > I-w <I: 0:: 0 X w U1 U1 t-m m <I:'-' m m V') ::. ~ (!) --:, ' O>->-WCO (l) 1-0 <rw 0 _Jz w ::::i (.? :,L. u_ u _JV) w <I:W ::r: uo u I-:::r: ::J: X g -V) :::r: 0: V') w > 0 >- z ~ t!) V) J w 0 X X 120' BAY TAPER - X W/4 B, D, C, w DISTANCE FROM OFFSET DIFFERENCE POINT A OD'-8' DD'=IO' D0'=12,58' 00'=19.69' D0'=22' .rY BASE LINE ( FT l ( FT l (FT l C FT l ( FT l ( FT l ~/4 B __________ L...... _____ _ w -- L - X = y = AB= AB' A C L WIDTH OF TURN POCKET LENGTH OF TAPER DISTANCE FROM POINT A ALONG BASE LINE OFFSET BC=CD=L/3 AND C'D' ARE PARABOLIC CURVES PARABOLIC BAY TAPER DETAIL NTS X Y BASE LINE -------------------- L W -WIDTH OF FLARE L -LENGTH OF FLARE X -DISTANCE FROM POINT A ALONG BASE LINE OFFSET y - AB= PARABOLIC CURVE GIVEN BY THE FORMULA Y=WX 2/~ FLARE DETAIL NTS FLARE DISTANCE OFFSET DIFFERENCE, y FROM (FT) POINT A,'X' L=60' L=l20' (FTl (W= IO. I 6 l (W=31.22l . . . . ··~: 4,, . . . . ' " • . . .. . . 0 0 0 5 0.071 0.054 10 0.282 0.217 15 0.635 0.488 20 I. I 29 0.867 25 I. 764 I. 355 30 2.540 I. 951 35 3.457 2.656 D B 2 ,, 3" 21/. 40 4.516 3.469 90' BAY TAPER 45 5.715 4.390 50 7.056 5.420 55 8.537 6.558 DISTANCE OFFSET FROM DIFFERENCE 60 I 0. 160 7.805 POINT A DD'=6' DD'=8' 65 -9. 160 CFTJ ( FT l ( FT l 70 -10.624 0 0 0 75 -12. 195 7.5 0.094 0. 125 80 -13.876 15 0.375 0.500 85 -15.664 22.5 0.844 I. 125 90 -17.561 B' 30 I. 500 2.000 95 -· 19.567 45 3.000 4.000 100 -21. 681 C' 60 4.500 6.000 105 -23.903 67.5 5. 156 6.875 110 -26.234 75 5.625 7.500 I 15 -28.673 82.5 5.906 7.875 120 -3 I . 220 D , 90 6.000 8.000 I 8" 0 10 20 30 B, 40 60 C, 80 90 100 110 D, 120 2 , TRANSITION CURB TO EDGE OF GUTTER I ,, 0 0 0. 125 o. 156 0.500 0.625 I. 125 I. 406 2.000 2.500 4.000 5.000 6.000 7.500 6.875 8.594 7.500 9.375 7.875 9.844 8.000 10.000 4,, 0 0 0. 197 0.308 0.786 I. 231 I. 769 2.769 3. 145 4.923 6.290 9.845 9.435 14.768 I 0. 81 I 16.922 I I. 794 18.460 12.383 19.383 12.580 19.690 ST STA 109+86.34 & ST STA I 13+75.00 t GRATE SIDEWALK CURB AND GUTTER TRANSITION STA 109+86.34 AND STA I 13+74.04 NTS 0 0.344 I. 375 3.094 5.500 I I. 000 16.500 18.906 20.625 21. 656 22.000 ... . ·- RECTANGULAR CAST IRON PIPE, ALHAMBRA FOUNDRY A-470 SEE DETAIL 3"X 12-1 /2" OR EQUAL AT LEFT . _ ... : v-. .. -~ ... . . . ' . ... ; 9'-. . . ' . :. . . •. ": ~ •• lo. ... ·-• 21/. : .. ·.·.; ~-..----::--:.-_:c-:-:,~-:~:--._ ----=~=----vr-_ -_-._-. __ -.: __ :,_'.-.: ___ :;=--.: _-:-::_._-4_.;;c:-:. ):-c.~::~7: -r...:::..-:..--:...~-:::-=:-cJ_ ;'. / . .. t (X) ,i ......... . 21/. _. .. •• >: -~ 1/4,· ••... >"' • .. 4" --........... . -.·.·:,:.· ••• • • . . . •. t>• "'. . : . .i d-.. . ", ,i, • • . . . . •. t» ... , . ~ ... . . . ... BROOKS NO 1818 STEEL TRAFFIC GRATE WITH GALVANIZED FRAME OR EQUIVALENT WITH SLOTS PERPENDICULAR TO CURB FACE • SECTION B-B t GRATE AS SHOWN ON PLAN I I ~ I N 6" CURB FACE ::,c ..J <{ :s: w 0 (/) N • N 45° R=4" R=4" 8" CURB FACE PARKWAY CULVERT NTS .· :-. ':,: -~ • . , . . . •. t,,:. 4 ... :: • : .: ... 00'=34' ( FT l 0 0.531 2. 125 4.781 8.500 17.000 25.500 29.219 31. 875 33.469 34.000 LIP DETAIL SEE LIP DETAIL '. " ,•, .,, ;_;,-;;,, ... ~. ,, - DIST COUNTY ROUTE 12 Ora I, 73 16.25116.40 0.0/ I .0 NO. 49 ofESSio ICHA J. BRUZ ~ "'----ltn ~ No. 36 I 98 "' PLANS APPROVAL DATE ~c~,-=-Tv~o~F~N~E:?!!'w='po'!e"!R!!'!!T-BE!!"'A..,.C .... H ___ ,.\ p. 61301 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 1/4" H GROOVING DETAIL 4' TOP OF RAMP ROUNDED 21/. ------------------------------------------------------1 --I ----- ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' -8,33'/, 4" / ,, -O_:.. -~ . '..f- ·\ :':) 21/. -RETAINING CURB WHERE APPLICABLE SECTION A-A / ,,_ o_!. -~ . '+ SEE GROOVING DETAIL '26'1--C_U_R_B_R_A_M.;._P_ ~ NTS CONSTRUCTION DETAILS C-1 -a C, 0 -a C, iii "' co Ol N z ~ "' w.. ,. 0.. FORM DC-OE-92-PF (REV. 3/88) FOR REDUCED PLANS O 2 3 g '----------------------------------------------~OR~IG'.'._:IN'.::_'.A~L~S::_:C-!_A~LE=-=IS:__l~N_'.IN~C~H~ES:___!=::::::i:=:::::!::==:!:=~==::!:::==!_ _______________________ ~C~U~l~2~2~0~8 _____ J;_EA~0~0~5~3~3~1 ______ _Ji CITY OF NEWPORT BEACH DWG. NO. R-5683-S ! l X X X X X 0 w >-(/) 0) > 0 w w er:: (/) w > I-w <( a:: 0 W LO LO I-O'> O'> <( di ' O'> Ill CD ~ ""') ::::!: ' O>->-WO) ro 1-0 <i:w Cl _Jz w :::::i t.'.) :,.:: U-u _J(/) w <(W ::r: uo u I-:::c :::c: (!) -(/) :::c 0:: Vl IJJ > 0 >- z ~ (!) V'l -:, w a 2' 0" . ' ... • ,q. . • -• ~: • .. ,J < • • ,t;. . •. . ~ . . . I:: • 4,. I:: 00 <.D - • • ,.:lo "II ••• v. "A : ;~ P. ~ 't?,-: ... . . ,.,_ . . . : . . • ... • • V' A· .• ~ ~.·t ·1:;-a 8" 2'-0" 10'-0" .. 0'-8" 2' O" ·,· .. ·~ R=l" -. "· • . . ' . ( Al SIDEUALK SHALL BE 8" THICK WHEN ADJACENT (Bl I:: Cl'.) TO ROLLED CURB. TRANSITION SIDEUALK THICKNESS FROM 8" TO 4" OVER 5' TRANSITION ZONE SHOWN. SECTION "A-A" NTS ::c.' > :: _J 0 < I ~ -w 0 0 -..... II (/) ~ I - I:: 0 I -(\! ROLLED CURB V r--A ✓ BACK OF CURB ·-- / GUTTER LIP -- 5'-0" TRANSITION -- PLAN VIE\./ NTS ~ @ROLLED 41 CURB DETAIL FORM DC-OE-92-PF CREV. 3/88) 6" 2'-0" 2" OBLIQUE VIE\./ OF TRANSITION NTS 2'-0" A; =i: i. A : :..: ~- FS ro --Cl'.) COLD PLANE A STRIP OF PVMT TAPERING FROM A DEPTH OF 1-1/2" AT POINT "a" TO GRADE OF EXIST PVMT AT POINT "b" AC OVERLAY WIDTH PER PLAN a::: w I- 1- :::::i (!) ro o.. a::: >-=> 1-u ~ COLD PLANE DETAIL AT EXISTING GUTTER EDGE NTS COLD PLANE A STRIP OF PVMT TAPERING FROM A DEPTH OF 1-1/2" AT POINT "a" TO GRADE OF EXIST PVMT AT POINT "b" AC OVERLAY AC PAVEMENT WIDTH "b" ---------------------------- COLD PLANE DETAIL AT STREET JOIN NTS VAR 1 2' CONST 9" PCC OVER 12" CL 2 AB GUTTER SHALL BE 8" THICK UHEN ADJACENT l------1------TO ROLLED CURB. TRANSITION GUTTER THICKNESS FROM 8" TO 6" OVER 5' TRANSITION ZONE SHOUN. < ,. A 1-8 CURB. & ::x: I:: _J ---t GUTTER V < I ~ -w -0 -..... II (/) ~ I:: BACK OF CURB~ 0) FL . --. -·r --0 I -(\! GUTTER LIP ---_ ... ...... 15' (f) z < a::: 1- 0::: <.O w -1-• 1- 0) ::) r,-. (!) + Cl'.) (!) '--tlJ.l -ro (f) z I-< :::) a:: 0 I-z a::: a::: :::) <.O w 1- -1-• I-(/) ---t :::::i :::::i c.o (!) m + 00 0 (!) ---t z IJ.l -w ro . . . ... . . . ; .. . . . SIDEWALK • 60' PACIFIC . . . . . SECTION 8-8 NTS 50' COAST 2' DIST COUNTY ROUTE L 12 Ora I , 73 16025/16040 .0/ I. 173 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ofESS/o ICHA J. BRU 36198 ·---- xp 6/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY \/2"R NOTES: IRVINE, CA. 92718 3: 12 BATTER 24" 8" CF 1. THE GUTTER SLOPE SHALL FOLLOW THE CROSS SLOPE OF THE STREET PAVEMENT 2. CONCRETE SHALL BE 560-C-3250 @ PCC CURB AND GUTTER 47·-----------NTS 7.5" 0.5" 1 /2 "R : : • :: ~ . : ~. •. :· ... : ·"'; :· :;·: .... 1/2"R . . ~ . . . . ~. . 4 .• 6" STANDARD GUTTER AT LOCATIONS SHOUN ON PLAN @MEDIAN ROLLED CURB DETAIL NTS 60' 15' (/) (/) I-z z :::) < < 0 a:: a:: HIGH\.JAY z I-1- 0::: . . . . . BUS SHELTER :::::i a::: a::: (0 I-wc.o w -r-1---1-- • U) t--'" 1----t ::) => 0) ::) m m 0 r,-. (!) + + <.O O (!)(.O 0 ---t z w ---t z -w co-w .. . . ' CURB . . . CONSTRUCTION (0 BUS TURNOUT DETAIL ~1------N~T~S----- DETAILS C-2 FOR REDUCED PLANS o 2 3 ORIGINAL SCALE IS IN INCHES cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -!?l u N 0 0 u "' "' to Rl z :, :r "' u. . "' "- 0 0 :, .. " 0 ~ £_ ~ . ~ -' tl! ~ ~ ;f ]TI " I.___ .,, i ~ 0 D 8 m Q D '!l 0 m ! " ~ -~ Q X X X X X 0 w >-(/) CD > 0 w w 0::: (./) w > I-w <( 0::: 0 w It) It) I-0) 0) <( ' ' 0) 0) V) :::!: ~ C """) ' O>->-wco co 1-0 <tw Cl _iz w ::J (.'.) :,,:: U-u _J(/) w <(W :c UC! u I-:z: :c t:) -(/) :z: 0::: Vl w > 0 >- z ~ t:) (/) -:, w 0 t TOP OF IN THE (1/4"=1 'l AS :: (DX I< .. L N t: 0 I .. LINE MACARTHUR BOULEVARD MACARTHUR BOULEVARD FORM OC-OE-92-PF <REV. 3/88) R/W . . .;, ... ,,,,,---GALVANIZED PIPE HA □RAIL EMBEDED INTO t OF ALL PER APWA STD PLAN .606-0 CONC SIDEWAL CURB AND GUTTER PER ROADWAY. IMPROVEMENTS BACKFILL ER SOIL REPORT SPECIFICATIONS . .. . ~ ~ .. t;. • • • ·~ •• • • . • 'is:•·.. . 12" HORIZ .. ·.. . _.,-._---, . '. . . ..,_,..~-;--#4@ 16" VERT .. . . . I I 1 '-6" (2) #4 CONT DELETE NOTES: 119.55 TC 119. 03 TC 9. 34' 1 o. 0' CROSSWALK 66. 1 5' 120.04 TC 120.08 TC MEDIAN ISLAND DETAIL <NORTHEAST CORNER OF PACIFIC COAST HIGHWAY AND MACARTHUR BOULEVARD> NTS 111. 85 TC 1 o. 0' CROSS\JALK \J/3' "X" 118. 81 TC 11 8. 13 TC 10.0' CROSSWALK W / 4 ' "X" 111. 88 TC 41 10. 0' CROSSWALK 120.01 TC MEDIAN ISLAND DETAIL CNORTHVEST CORNER OF PACIFIC COAST HIGHWAY AND MACARTHUR BOULEVARD) NTS DIST COUNTY ROUTE T 12 Ora I, 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16025/16040 .011. ofESSlo MICHA J. BRUZ o. 36198 xp 6/30/ CIVIL Op Cl ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA. 92718 CONSTRUCTION NOTES @-CONST PCC CURB AND GUTTER PER CALTRANS STD PLAN A8t,TYPE A2-8 @-CONST PCC MED I AN CURB PER CAL TRANS STD PLAN A81,TYPE Al-8 @-coNST PCC SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L 1. CONCRET STRENGTH (f'cl = 3250 PSI @-CONST PCC CURB RAMP PER DETAIL ON SHT C-1 ---2. RETAINING TEEL: GRADE 60 RETAINING ~ALL DETAIL NTS (Al PROPOSED GROUND (Al R/W I (A) CONTRACTOR SHALL ROUND SLOPE TO BLEND IN \./ITH EXISTING TERRAIN SECTION X-X SEE GRADING AND REMOVAL PLAN NTS R/\./ I I I w z ..... ....l e,,ruR SHALL GETATION TO TECT EXISTING SLOPE XIMUM EXTENT PLANTING SSIBLE. ANY DAMAGE TO SHALL BE REPLACED IN-KIND. SECTION Y-Y SEE GRADING AND REMOVAL PLAN NTS 1 , <I • 5' 1 : 4 BATTER (TYP) _ _[: VAR 1 , STAMPED CONC PER MEDIAN HARDSCAPE PLANS (TYPl ffi .. R= 1 . 9t' & CONST RETAINING WALL PER DETAILS ON SHT C-3 & CONST PCC CURB ANO GUTTER PER DETAIL ON SHT C-2 0-coNST GLUE-DOWN CURB PER CALTRANS STD PLAN A81, DETAIL B3 4" MIN SECTION B-B 10.0' CROSSWALK SECTION A-A NTS N141°02'51"E 2. 34' R=5' N43° 54' 11 "E 3.62' N43° 54' 1 1 "E 9.88' ~ R=4046' 25.05' R=2' 2.80' 5' 10. 0' CROSSWALK N141° 02 '51"E 1 • 94' N51 ° 56 '24"E 21 . 5' R=2' N100° 32' 1 O"E 10.38' 10.0' CROSS\.JALK N 1 oo· 32 • 1 o "E 5. 40' MEDIAN ISLAND DETAIL (NORTHEAST CORNER OF SAN JOAQUIN HILLS ROAD AND MACARTHUR BOULEVARD> NTS FOR REDUCED PLANS o 2 3 ORIGINAL SCALE 15 IN INCHES NTS R=5' N54°04'49"E / 10.00' 10. 0' CROSSWALK N54°04'49"E 2. 52' R=5 R=5 Nl 41° 02 '5t"E 2. 1 0' 10. 0' CROSSWALK 5' 2.29' L. 8 R=85' 1 0. 0' CROSSWALK 38.95' N141°02'5t"E 3.56' MEDIAN ISLAND DETAIL R=2' <NORTHWEST CORNER OF SAN JOAQUIN HILLS ROAD AND MACARTHUR BOULEVARD> NTS CONSTRUCTION DETAILS C-3 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S "' 0 0 '-' :l! I> f') z 0 I 0 ~ 0 0 U) ~ " " 0) ~ 0 "' g D .,, a ;g "' , rn z ~ " § ::, ~ >: I z lil t!) ~---.i:: ... "' Q. • 0 0 ::, .. cl X X X X X >-a:i 0 w VJ > w 0:: W LO I-O'I <( ' O'I ' 0 w VJ > w 0:: w I- <( 0 O>->- WCO co 1-0 <i:w o _iz w :::J <.:) :,,: u_ u _J(./) w <(W ::r: uo u 1-::c 0 V) ffi > 0 z (!) V) LIJ Cl ::c -::c V, - ------------ 108 -------------------------------- ------------ Jf Cb' ":5 -----"-, ... \ \ I I er, 3= w >w > 0:: 0 0:: a:i a 0:: <( :::c + I I • I I ,,,, • • ;;:-;;:- / MACARTHUR BOULEVARD DIST COUNTY ROUTE MIL TOTAL PROJECT 12 Ora I , 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16.25/16.40 0 .0/ I . 0 ofESSIOl\i ICHA J. BRUZ 36198 p. 6/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 0 A SHEET 173 I I I ~------------------------------------------------------ INTERSECTION SCALE I "=IO' DETAIL C-4 ., 0 0 u st 0 0 u "' g; O> ';)I c:, "' C) "-,.; a.. c:, 0 c:, FOR REDUCED PLANS o 2 3 L __ ~F:.::O::.:R:.M...:D:::C_:-O:.:E~-9::2_:-P..:_F_:(:::_RE:::.:V:.:_. _.::..3/'...'.8::8:..._) _______________________________________ O:::_:R_:_:l:::_:Gl.:.:_N:_:AL~S::::C:.:A::::LE:.._:_IS~IN:.:....:_IN'..:.:C:::.H.:.:::E:::_S _ _:::::=::=::=:':::::=:::::======:::::.----------------------------Lc:.:u:_.:..:' 2::2:.0.::.:.8 ______ -1--.::E:.:..A:__:0:.:0:.:5:.:3:.:3:....:..1 _______ ~~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S I l I --1 X X X X X >-co Cl w (/) > w a:: I-I (.::) (/) a:: w > 0 z (.::) (/) w Cl Cl w (/) > w a:: w I- <( Cl >-co Cl w ::..: u w I u :::c -:::c Vl t , , \ \ / MATCH LINE SEE SHEET NO C-6 • • • (o ! ,...._ Cb• ~ + rP 'ii • + <oi '...._ I <v ' . rP 'ii + + ..... <v ' DIST COUNTY ROUTE 12 Oro I, 73 16025/16040 .0/ I. PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 MACARTHUR BOULEVARD !lASED 01\! CO~,lITIAClOftS REO-UNED PLANS DA.TE--L L4-?e.~--- INTERSECTION SCALE 1"=10' DETAIL C-5 FOR REDUCED PLANS o 2 3 L __ _'.:F,:::0R~M~Dc:::-~0E:.::-.::92:_:-:2PF~<R,::EV'..:·-=.3l::_:8~8'.....) _____________________________________ ...::O:::_:R::IG:_IN:,:A:.:.L_S::C::.:A:::L=.E...:1.:::S...:1:,:N ...:'N::C:::H::;E.:::S_-================:'_ __________________________ .....1..c:.u=-..:..' =2=2..:0..:8 ______ +.E;::A;:;::::;.0.::0;5;.3.:;3;,I ===--=-=-:--=:-:--!~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S 1 I I l < ~ ; . i: ~ ~ /!. I.__ __ ,I I I I I X X Ill ""'J ::E >- OJ 0 w V) > w 0:: w I() I-en <t'-en 1-:c X--1<.!) V) a::: X X LI.I > 0 z <.!) V) LI.I 0 I 0 w V) > w a:: w 1- 4 0 I() en ~ m ..., ::E >-OJ 0 w :,:<'.'. u w :c: u ::c -::c Vl i --, t MATCH LINE SEE SHEET NO C-5 i i I I ! ! ! \ \ \ \ \ \ \ \ \ \ \ I \ , , 1/-- L DIST COUNTY ROUTE 12 Ora I , 73 >113 131 REGISTERE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH. CA 92658 9/15/95 DATE ~OfESS/o;,4! MICHAEL J. BRUZ 36198 No._.;;...;;..c....;..;;..._ Exp. 6/30/9 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 MACARTHUR BOULEVARD -------------------------------------------- \ \ \ \ \ \ \ "RECORD l>RA\VI NGS" BASED ON CONTRACTOR'S RED•UNEll PLANS DATE-· /-/'I -'f~!!,,:;..,.... __ INTERSECTION SCALE I "=IO' DETAIL C-6 ., 0 ; "' a, "' z ~ C) "-. f . 0 0 :::, FOR REDUCED PLANS o I 2 3 L_ __ _:_F.:_::OR_:::M:.._· ::_:DC:._-::OE:...-9:.:2:_:-P~F_<::,:R:::,:EV:.:_·_.:::31:.,::8:_::::8>:__ ____________________________________ __:0:::_R:::IG:'.'.IN.:_:A:'.:L:...:::'.:SC'.::'.A:'.:L:.':E....:1'..:'.S_:l'.'._".N_:l'.'._".NC::'.H.'.'.:E::'.S_~I==:::::==::':::::::::::==::::=' ==::::::==::.I ___________________________ L:_CU:::__:_l_:2_:2~0:'.8~ ____ __;;;4 E~A:_. _::_0_::::0.:::5.:::3.:::3_:I _______ _J,~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S I ! I I I I ', I • i -- X X X X X ,, 0 ;u STATE OF CALIFORNIA -DEPARTMENT OF TRANSPORTATION DESIGN OVERSIGHT CALCULATED/ ATE MMS 9/95 REVISED BY .::: 0 (") ' 0 ,,, I "' "' ' -u ,, ;u rn < . L,J ..... 0, ~ 0 .,, ;u 0 C"J ;u z ;u l> rn rCJ C Vl n Orr, )> CJ r rn 7J r -)> (/) z z (fl z n :r: rn (/) 0 "' L,J _._,, .. .,, n C N N 0 co o n1 (Tl ::E -)> G') -I • -< 0 0 Z O t11 0 ,, vJ • vJ z_ ::0 (Tl I ::E U1 "'O 0) 0 a:, ::0 <.,.J -I I (.ll CD (Tl )> (") :c • ta/'iran.s z -I f11 :::0 c-i (/) (JJ f11 ,, ~ () ' I ~ -I 1, ~ , I ~o i '!'-0.""fj B ,.,,.""' II z I();.,, l '.:.:-,, C ,;ff,". 0 ! 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Q25(cfs) A 2+64.51-2+93.94 4.86 A 2+92.94-3+30.49 3. 15 A 3+35.82-4+41.90 2.49 X A-5 1+01.15-1+24.25 0.81 A-6 1+01.86-1+40.59 0.73 A-1 1+01.79-1+94.88 1. 23 A-8 1+01.75-1+43.30 2.55 A-9 1+01.75-1+85.87 o. 12 A-10 1+01.75-1+14.18 0.62 a w >-V) co > Cl w w 0:: V) w > I-w <l: 0:: Cl X w LI) IO I-"' "' <l: ' ' "' "' (!) I-:.:: :::i: Vl Vl ' a>->-wen en I-Cl <i:w Cl ....I z w :::::i t:) :.:: U-u ....JV) w <l:W ::c ua u I-:c: ::c X c.:> --t/) :c: a:: Vl w > 0 ~ z c.:> t/) -w ..., 0 .,,. ~&# q,, 'I,,)"' • X X t FORM DC-OE-92-PF <REV. 3/88l HYDRAULIC DATA d Sf 18" 0.0021 18" 0.0009 18" 0.0006 18" 0.0001 18" 0.0000 18" 0.0001 18" 0.0006 6" 0.0003 18" 0.0000 SLOPE n Dn(ft.l Vn<fspl 0.0200 0.013 0.59 1.5 0.0200 0.013 0.41 6. 1 0.0320 0.013 0.31 1.4 0.0240 0.013 0.23 4.8 0.0313 0.013 0.20 5.2 0.0050 0.013 0.41 3. 1 0.0300 0.013 0.38 1.2 0.0160 0.011 0.13 3.0 0.0360 0.013 0. 19 5.2 Dc<ftl Vc<fspl 0.85 4.7 0.68 4. 1 0.59 3.8 0.34 2.1 0.32 2.7 0.42 3. 1 0.61 3.8 0.16 2. 1 0.30 2.6 ST STA 103+64.00 t DRAINAGE INLET L=10.0', H=4.12'' ST STA 102+19.64 t DRAINAGE INLE L=1.0', H=4.29' ,,.-,, .. -~ .. ,,,p#"~, ,-·-" NO ------- ~-~"-~· ·:.-~;;::-::~-=~---'., -~-~ • '' . , .... ~~ •c • ,,_.,Ja!-,r""'N """" ~ ... .••·· ,.. • 1 t}t lNCEl: B t. LINE A 40°55'34" 22.50' 16.01' 8.40' C t. LI NE A 77° 29' 14" 22. 50' 30. 43' 1 8. 05' FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES ------- 2 3 STA 1+00.00 LAT A-8 t INT STA 2+62.11 LINE A 13.30' =ST STA 103+62.29, 82.29' LT ST STA 103+62.96 t MH OMIT MH SHAFT 18" RCP ,------12 JS NO 1 18" RCP, INLET STA 1+00.00 LAT A-9 STA 2+94.94 LINE A =ST STA 103+82.31 t H=1.03' / / ,h0°" C ,.,.-.----- INLET l DIST COUNTY ROUTE 12 Ora I. 73 k G· PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 • CONSTRUCTION NOTES (D--PROTECT IN PLACE @-REMOVE @-CONSTRUCT PROFILE 18" RCP D-LOAD PER @-CONSTRUCT 6" HOPE PIPE <DR 25) @-CONSTRUCT OL PER CALTRANS TYPE STD. DRAINAGE INLET PLAN 012 (LAND H PER PLAN AND PROFILE) @-CONSTRUCT OS TYPE ORA I NAGE INLET PER CALTRANS STD PLAN 072 <H PER PLAN AND PROFILE) @-CONSTRUCT GI INLET PER CAL TRANS STD PLAN 013(H PER PLAN AND PROFILE) N@-CONSTRUCT GUTTER DEPRESSION PER I CALTRANS STD PLAN 0'?8(W=2';0=2"l □@-CONSTRUCT JUNCTION STRUCTURE O NO 1 PER CITY OF NEWPORT BEACH Z STD-310-L 1-®-CAP INLET PER DETAIL ON SHEET LJ.J 0-19 ~@-ADJUST MH TO GRADE U) LJ.J LJ.J U) DRAINAGE PLAN SCALE: 1"=40' 0-1 cu 12208 EA 005331 CITY OF NEWPORT P DWG. NO. R-568 7 --0 0 " 0 !i 0 U) I co 0 (l) 5 m ~ " N 0 < a CD Q " 0:: 'lJ 0 0 ~ ~ (!) § __ Q LL . 03 ()_ . 0 0 :::, HYDRAULIC DATA ' ,¥· LINE STA. TO STA. Q25(cfs) d Sf SLOPE< n DnCft.J B 1+00.00-3+96.44 14.9 24" 0.0043 0.0150 0.013 1. 04 B 4+01.11-6+18.44 14.9 24" 0.0043 0.0320 0.013 0.84 B 6+83.11-1+25.95 11 . 0 24" 0.0024 0.0050 0.013 1. 22 X B 1+21.95-1+14.86 9. 01 24" 0.0016 0.0050 0.013 1. 01 B 1+19.53-9+99.00 2.40 24" 0.0001 0.0360 0.013 0.32 B 10+03.61-11+63.62 2.40 24" 0.0001 0.0360 0.013 0.32 B-1 1+01.15-1+05.31 9.01 24" 0.0016 0.0838 0.013 0.50 B-1 1+08.31-1+21,00 1.02 24" 0.0010 0.1813 0.013 0.36 B-1 1+21.00-1+55.18 1.02 24" 0.0010 0.4315 0.013 0.29 C 1+51.10-1+60.88 5.30 24" 0.0005 0.0100 0.013 0.66 C 1+02.41-1+08.19 22. 12 24" 0.0096 0.5500 0.013 0.49 <E] CJ) 0: C1> 0 ' I"') C 1 + 11 . 1 9-1 +55. 1 0 5.50 24" 0.0006 0.0100 0.013 O.{ii1 . \ 0 w >-(/) CD > 0 w w 0: (/) w > I- w <l'. 0: 0 X W Ill Ill I-C1> C1> <l'. ' ' C1> C1> t:) I- :,£ ::i: U1 U1 '-O>->-WCI'.l Cl'.l 1-0 <l'.w 0 ...Jz w ::::i (!) :,,:: u_ u _JV) w <l'.W :::c ua u I-::c :::c X (!) Vl ::c 0: Vl Lu > 0 >- z ::E (!) ::E Vl J Lu Cl ' -• --~ -- 7 "· ."°,,;.. 1 _ _I N , , .I:::;, f~,'@.~!. , • "H;;:: 4 ,;Id'";. /' = \ "o '~, ·"hv X • l9'" i'./ (t; ''Y•-., 35+ ,c z ~ ~ X IL 0 ' ' . i CUR.VE': a-A IA----·-. .,,, . ~ ~,"-,·-~, ~-"'• "'"' • "<Ja,_;: • •-,,,._,.,,_,""••-. REFERENCE t:,. " i ' I ' ~. '( ... , ... ~'v«;:, ·.:~~,_;:Li':' Ti , •. NO. {ff { .I ' L . ' ., • \.> .•. " ' '""·~'""'"' '! .. -~,_.. . ·, ' A LINE B 40° 55'34/1 [ ; taf.~o , ., •-'•h'.'V,_ , . ,f ()•,;.;,;• }, C. I ff ' 115··\Q".9··•,:,-.. ,8.,4 ; i i • ... . . <: "i . B t LINE B 40° 55'34"/ f ii22 510 ' i 1 6. Ot ' 8':to~ '; ''.,: ., .. {,, , . ,, C t LINE B 89° 41'08"/ ii 3'2. 50" 35.26 , "; ·--_-22.42' •c-. Ill I-12'50" ' ' 22. 50 ' I 35.43' 22. '.., i o·,}:, D t LINE B so· 51;! ,.. '.· • ' :-:;~.,. E t E t LINE D 45°06'25" 22. 50' 1 1. 11 • 9. 34 • F t LINE E 45•21 '13" 45. 00' 35. 10 ' 1 8. 85' FORM DC-OE-92-PF CREV. 3/88) Vn(fsp) DcCft) VcCfspl 9.0 1. 39 6.4 1 1 . 9 1.39 6.4 5.5 1 . 1 9 5.6 5.3 1.01 5.3 1.3 0.54 3.6 1.3 0.54 3.6 14.6 1.01 5.3 18.0 0.94 4.8 24.3 0.94 4.8 5.9 0.81 4.4 31.0 1. 68 1.9 6.0 0.83 4.5 STA 1+00.00 BC { f i sk~-- >:& ---/ •t-.--, -- \ ' • '"'"""""' • LINE STA. TO STA. Q25(cfs) C 1+63.88-2+18.48 5.10 C 2+22.59-4+54.18 3.32 C 4+59.43-5+01.43 1. 02 C-1 1+01.15-1+05.50 1. 84 D 1+01.15-1+01.10 4.51 D 1+12.31-3+43.03 2.05 D 3+41.10-5+09.23 2.05 D-1 1+01.15-1+06.19 2.46 E 34+31.90-35+03.02 59.52* E 35+01.69-35+43.39 59.43* •··[· -,b ,lb ,,,,; -1 1 +01;_. °157:J,t.?S. 63 ,re • . ., ... ' . 1. 84 \ • llQ100(cfsJ LINE C N 14°25'12" W • '· V I '. ..,--.'t-----1. f \ \ • '• \ &' i i ----~ - FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES l HYDRAULIC DATA d 24" 24" 18" 1 8" 24" 24" 24" 18" 36" 36" 18" Sf 0.0005 0.0002 0.0001 0.0003 0.0004 0.0001 0.0001 0.0005 0.0080 0.0644 0.0003 I I SLOPE 0.0100 0.0256 0.0200 0.0900 0.2000 0.0360 0.0360 0.0800 0.0100 0.0933 0.0100 2 I n 0.013 0.013 0.013 0.013 0.013 0.013 o.01 1 0.013 0.013 0. 011 0.013 3 I . On(ft.l Vn(fspJ Dc(f'tl Vc(f'spl 0.65 5.8 0.80 4.4 0.41 1. 1 0.64 3.9 0.21 4.1 0.38 2.9 0.25 9.1 0.51 3.5 0.29 16.3 0.15 4.2 0.30 1.0 0.50 3.4 STA 1+43.11 0.30 1.0 0.50 3.4 LINED 0.29 1 0. 1 0.59 3.8 2.21 10.1 2.49 9.5 1 . 1 1 25.0 2.49 9.5 51 LINE D N 26° 31 '35" E 0.42 4.5 0. 51 3.5 ~ DIST COUNTY ROUTE • 0 0 12 Ora I, 73 k G· PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16,_25/16;.40 v.0/ I .v 9/15/95 DATE o,ESS/o TEV • GIFFE "' _____ ,,,, 42154 "' ~p3/3 I /0 ,J..,,__ ... CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0--PROTECT IN PLACE ®--REMOVE @---CONSTRUCT 18" RCP D-LOAD PER PROFILE @-CONSTRUCT 24" RCP D-LOAD PER PROFILE @---CONSTRUCT 36" RCP □-LOAD PER PROFILE @--CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STD-313-L @--CONSTRUCT CONCRETE PI PE SLOPE ANCHORS PER CITY OF NEWPORT BEACH STD-314-L @-CONSTRUCT OL TYPE DRAINAGE INLET PER CALTRANS STD. PLAN 012 + M tO _, (LAND H PER @--CONSTRUCT OS PER CALTRANS PLAN AND PROFILE) TYPE DRAINAGE INLET STD PLAN D12 -□ LL.I LL.I Cl) CH PER PLAN AND PROFILE> @--CONSTRUCT GI INLET PER CAL TRANS STD PLAN D13(H PER PLAN AND PROFILE> @--CONSTRUCT GUTTER DEPRESS I ON PER CALTRANS STD PLAN D18<W=2',D=2"> @--CONSTRUCT MANHOLE NO 2 PER CI TY OF NEWPORT BEACH STD-301-L @--CONSTRUCT JUNCTION STRUCTURE NO 1 PER CITY OF NEWPORT BEACH STD-310-L @--ADJUST MH TO GRADE @--CONSTRUCT MOD IF I ED OL DRAINAGE INLET CASE I DETAILS ON SHT D-20 @--CONSTRUCT MODIFIED OL DRAINAGE INLET CASE 2 DETAILS ON SHEET D-20 TYPE PER TYPE PER * SEE SHEET L-2 FOR ADDITIONAL "RECORD DRAWING" DRAINAGE IMPROVEMENTS NOTE: SEE DRAINAGE PROFILE SHT NOS 0-11, 0-12 & D-11 FOR PROFILES DRAINAGE PLAN SCALE: 1 "=40' 0-2 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -N ~ 0 C "' :,; 0 0 5 C U) ~ g a, a, ~ a "' N ~ "" < ~-~ "' 0 i. __ Q_ "' ... "' 0. 0 0 ::, .. " 0 X ~ <8 X X X X I.O c::: O'> Cl ' I") I.O c::: O'> Cl ' 0 w >-(/) co > 0 w w 0::: (fl w > f-w <( a:: 0 win I!) f-O'> O'> <( ' ' O'I O'I (.'.) I-::.:: ~ Vl Vl ' Cl>->-wco co f-<CO 0 ....Jw w ::JZ ::.:: Uc., u _JV) w <CW :r: UCl u I-:I: :c c., Vl :I: a:: (/) w > 0 >- z ~ c.., VI -, LL.I a t HYDRAULIC DATA LINE STA. TO STA. F 1+00.00-1+28.00 F 1+32.61-1+84.29 F 1+88.96-2+40.32 F 2+40.32-1+12.27- F-1 1+01.15-1+24.02 F-2 1+02.41-1+09.30 G 1+40.12-1+63.66 G 1+11.33-2+7-8.13 *Q100(cfsl N I C) 0 z 0 0 • 0 0 + tO --- < I- J l "') i ) ( i ' ' ; I ' ' ' \ ' ) Q25(cfs) d Sf SLOPE n 81 . 4* 30" 0.0394 0.3400 0.013 81. 4* 30" 0.0394 0.0200 0.013 19. 3* 30" 0.0314 0.0200 0.024 11.81* 30" 0.0360 0.0151 0.024 2. 43 18" 0.0005 0.3315 0.013 1. 49 18" 0.0002 0.2000 0.013 169.9* 42" 0.0285 0.0000 0.013 141.58 42" 0.0198 0.0100 0.013 I J \ \ ' " \ I \ } } j I I f • I-(l)r=:_::::,~~::...:=~z==-=~2 w w I (/) I.J.J w (/) I- (/) NO. REFERENC[ A t LI NE D ', . B t LINE B C t LINE F D t LINE F cu 58° 53 '05" ss 0 13'23" TA ·L' i ' T 8. 40' 45.00' 46.25' '"'25.40' 45.00' 69.29' 43.63' FORM DC-OE-92-PF <REV. 3/88l Dn(ft.l Vn(fsp) Dc<ftl 1. 01 44. 1 2.41 2.5 16.6 2.41 2.50 16.2 2.46 2.50 15.9 2.46 0.20 16.1 0.60 0.85 1 . 4 0.46 3.5 11.1 3.43 3.50 14.1 3.36 ''L'l 'Nir"'"Cl'"' i-c;'_, 6 ···---~ .. ~ -,~~---~--<" /N 28° 18'4Y" E Vc(fsp) 16.6 16.6 16.2 15.9 3. 7- 3.3 11.1 14.9 ,,, 180 FOR REDUCED PLANS o 2 3 ORIGINAL SCALE IS IN INCHES STA 1+65.38 t INT =STA 1+00.00 LINE F OMIT MH SHAFT LINE G 55 N 85° 33 '48" \J 1+40.12 15 END DISSIPATOR 1+20.00 BEG DISSIPATOR 74 STA 1+00.00 BEG ROCK SLOPE PROTECTION f(f :2 : JA2+ I; I; 4 #" \ '", 4 .v.-~ ,.,. "/"' _,;;"«-'-"; ,<o-, __ _ '¾;lf'"'°'AA°"'<);W,-< ', J" J ::~;:, ,,, ' " ,, ·'::!f''r: / 0 0 • 0 0 + U) N - < I- (/) I- (/) w z ..... "f I 0 0 z I-w w I (/) w w (/) DIST COUNTY ROUTE 12 Ora I, 73 k G· REGISTERED CIVIL PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16025/16040 .0/ I. . GIFFE 42154 p3/31/0 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES G)--PROTECT IN PLACE @--REMOVE @--CONSTRUCT 18" RCP □-LOAD PER PROFILE @--CONSTRUCT 24" RCP 0-LOAO PER PROFILE @-CONSTRUCT 30" RCP D-LOAD PER PROFILE @--CONSTRUCT 42" RCP □-LOAD PER PROFILE @---CONSTRUCT CONCRETE COLLAR PER CITY OF NE\JPORT BEACH STD-313-L @--CONSTRUCT CONCRETE PIPE SLOPE ANCHORS PER CITY OF NE\JPORT BEACH STD-314-L @-CONSTRUCT OL TYPE DRAINAGE INLET PER CALTRANS STD. PLAN 012 (LANO H PER PLAN AND PROFILE) @---CONSTRUCT CONNECTION TO CURB INLET PER CITY OF NEWPORT BEACH STD-303-L @--CONSTRUCT GUTTER DEPRESSION PER CALTRANS STD PLAN D18(\J=2';0=2") @--CONSTRUCT MANHOLE NO 2 PER CITY OF NEWPORT BEACH STD-301-L @--CONSTRUCT MANHOLE NO 4 PER CI TY OF NE\JPORT BEACH ST0-308-L @--CONSTRUCT JUNCTION STRUCTURE NO 1 PER CITY OF NEWPORT BEACH STD-310-L @-coNSTRUCT ROCK SLOPE PROTECTION PER DETAIL ON SHEET 0-19 @----CONSTRUCT BAFFLE WALL ENERGY OISSIPATOR PER DETAIL ON SHT 0-18 * SEE SHEET L-3 FOR ADDITIONAL "RECORD DRAWING" DRAINAGE IMPROVEMENTS DRAINAGE PLAN NOTE: SEE DRAINAGE PROFILE SHT SCALE: 1"=40' NOS 0-12 & 0-16 FOR PROFILES cu 12208 0-3 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -I') 0 Cl t") g ., ., 0) N < 0: 0 "' "-. "' .. Cl 0 ::, " Cl : / j I I l I ! I l ' ~ ~ 6 5 ~ " l'l !iJ ~ 0 'O m 0 ~ ~. ~ ~ g X U) <El a:: O'> Cl '-l'I"> U) ~ a:: O'> Cl '- Cl w >-l/l CD > Cl w w a:: l/l w > I-w <( a:: Cl X w It) It) I-O'> O'> <( '-'-O'> O'> :i? I- <( :i? , 1/) '-0 Cl>->-0 w co CD I-Cl .. <Cw Cl 0 -lz w 0 ::it:> ~ u_ u M + _j(/) w U) <CW :I: I UCI u 0 N - I-:c ::c: X (.!) Vl :c 0:: Vl u.J > 0 >- z ~ C) Vl -:, l,,J Cl X 10+99.56-12+36.11 11 . 4 24" 12+41.44-13+90.60 10.0 24" )( 1+02.02-1+06.35 1 . 4 18" 1+00.00-2+01.15 6.9 18" 2+01.15-3+05.25 6.9 18" t 3+05.25-4+08.15 4.0 18" 1+00.00-1+88.30 1 . 9 18" FOR REDUCED PLANS o 2 3 FORM DC-OE-92-PF <REV. 3/881 ORIGINAL SCALE IS IN INCHES DIST COUNTY 12 Ora ROUTE I , 73 IVJL ENNEER T 16,_25/16,_40 u.0/ I .u PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 6 .MCCART ;;! No. 47583 xp.l 2/31 / CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 CONSTRUCTION NOTES @---REMOVE @--CONSTRUCT PROFILE @--CONSTRUCT PROFILE @--CONSTRUCT PROFILE @--CONSTRUCT 18" 24" 42" 1 8" RCP RCP RCP CSP 0-LOAO □-LOAD 0-LOAD ( 1 4 GA) PER PER PER @--CONSTRUCT 18" SLOTTED CSP ( 14 GAl AND DETAILS ON SHEET D-19 @--CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STD-313-L @--CONSTRUCT OL TYPE ORA I NAGE INLET PER CALTRANS STD. PLAN 012 <LANO H PER @-CONSTRUCT OS PER CALTRANS PLAN TYPE STD. AND PROFILEl DRAINAGE INLET PLAN 012 CH PER PLAN AND PROFILE) 0--CONSTRUCT GI INLET PER CAL TRANS STD PLAN D13(H PER PLAN ANO PROFILES> @-CONSTRUCT.CONNECTION TO CURB INLET PER CITY OF NEWPORT BEACH STD-303-L @--CONSTRUCT GUTTER DEPRESS I ON PER CALTRANS STD PLAN D181W=2',D=2") @--CONSTRUCT JUNCTION STRUCTURE NO 1 PER CITY OF NEWPORT BEACH STD-310-L @---cAP INLET DETAIL ON SHEET 0-19 @--CONSTRUCT SLOTTED DRAIN CLEANOUT PER DETAIL ON SHEET 0-19 @--CONSTRUCT "V" DITCH PER DETAIL ON SHEET D-18 @-coNSTRUCT RISER INLET PER DETAIL ON SHEET 0-22 @---CONSTRUCT MOD IF I ED JS NO. 1 PER DETAILS ON SHEET 0-19 cu 12208 DRAINAGE PLAN SCALE: 1"=40' 0-4 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S I' .. z 5 ~ 0 a " ~ 0 ~ "' .,, 0 a ~ ~ I ~ ~ . ~ -~ I "' I ~ ,, -.., 0 ~ 0 .., I 0 a 0 5 "' I (") a, a a, '1l "' N ~ a < ~ ~ 0: Cl • z a . -r. ___ ..,...._ , "' "-. =-Q. . 0 Cl ::, u ... Cl CURVE DATA NO. REFERENCE !:. R L T X •A l LINE I 21°46'09" 1943.00' 138.23' 313.62' ,s l LINE I 30° 28 '35" 22.50' 11 . 91' 6. 13' Cl w >-(/) co > Cl w w a:: (/) w > t-w <t 0:: Cl X w Lt) Lt) t-0\ 0\ <t ' ' 0\ 0\ :::!!: I-<( ~ ""') ....... Cl>->-wco co I-Cl <tw Cl -lz w :::, (.:) :,,:: u_ u _JV') w <CW :r: UCl u t-:c :r: X (!) --VI :c 0::: Vl w > 0 >- z ~ (!) VI -:, w Cl X LINE STA. TO STA. Q25(cfsl d Sf I 13+90.60-15+30.31 10.0 24" 0.0020 I 15+34.98-18+28.56 6.6 24" 0.0009 I 18+33.23-20+66.51 6.6 24" 0.0009 I-3 1+02.02-1+06.35 3.1 1 8" 0.0012 J 4+08.15-5+12.25 3.55 18" 0.0039 0 J 5+12.25-6+15.15 3. 1 0 18" 0.0030 0.58 4.81. \0.61 4.06 X ~ J 6+15.15-1+19.25 2.65 1 8" 0.0022 I J 1+19.25-8+22.15 2.20 18" 0.0015 J 8+22.15-9+26.25 1. 15 1 8" 0.0009 .J 9+26.15-10+29.15 1. 30 18" 0.0005 0.0244 0.024 1 Q.56 4./39 ,0.6? 3.81 0.0200 0.024"-01 54 3'.88 , 0.56_ 3.66 0.0156 0.024 0.51 3~ 33 / ', 0.50 0.0120 0;-024. 0.46 2.\;,9 -> 0.43 ' 3.42 3. 14 t J 10+29.15-11+33.2 0.85 1 8" 0.0002 0.0080 0 .. 024 0.41 ~-14 0. 3.4 .• 2. 19 FORM DC-OE·92·PF <REV. 3/88) FOR REDUCED PLANS o 2 3 ORIGINAL SCALE IS IN INCHES , N 1/1° 39 '2 . ,&f;; \ t t -._ "'" 1 \ ·. ((S>s;:1 ~~~"· STA S.+36. 3 ,~£ND I 8\ S~OT 1\ED '\,. ,,., l ' ' BEG CSP STA ,9+26.~ t CLEANOUT ' ' ,. ! \=ST ·• . E1~Dl/18" '' ,r= SLOTTED CSP NOTE: SEE DRAINAGE PROFILE SHT NO 0-14 FOR PROFILES DIST COUNTY ROUTE 12 Oro I, 73 16025/16040 .0/ I. PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 __ 4:.;.7.::.5.;:.83:c._ p.12/31 / CIVIL ~ c~ ROBERT BEIN. WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA. 92718 CONSTRUCTION NOTES @-REMOVE @-CONSTRUCT 1 8" RCP □-LOAD PER PROFILE @-CONSTRUCT 24" RCP □-LOAD PER PROFILE @--CONSTRUCT 18" CSP ( 1 4 GA> @-CONSTRUCT 18" SLOTTED CSP ( 14 GAl AND DETAILS ON SHEET 0-18 @--CONSTRUCT OL TYPE DRAINAGE INLET PER CALTRANS STD. PLAN 012 <LAND H PER PLAN AND PROFILE) @-coNSTRUCT GUTTER DEPRESSION PER CALTRANS STD PLAN D18(W=2';D=2"l @--CONSTRUCT JUNCTION STRUCTURE NO 1 PER CITY OF NEWPORT BEACH STD-310-L @--CONSTRUCT SLOTTED DRAIN CLEANOUT PER DETAIL ON SHEET 0-19 DRAINAGE PLAN SCALE: 1 "=40' 0-5 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -iJ) 0 ~ c:, iJ) :i: 0 0 0 ~ CJ lll 8 8. (X) "' g " ' " (\j 0 < " " er: ~ "l 0 E ___ £}. "' u. . :, a. 0 c:, ::, -" Cl X I.O a:: m Cl ' .., Cl w >-(/) en > Cl w w 0:: VJ w > f-w <( 0:: 0 X W IO LO f-m m <( ' ' m m :IE t-<C :IE ""') 1/) ' O>->-wen en f-0 <Cw Cl ...Jz w :::) t.'.) :SC: u_ u _JV') w <CW :r: uo u t-:r: ::c X (!) -(/) :r: a:: (/) I.LI > >-0 z ~ (!) (/) -I.LI -:) 0 X l!s I I I u X l!s I!! = t <6J ! '~(-,\ ~l!t4-: STX' 12+2 . 64 BEG 18"/CSP .. ·~ STA I I +23. 14 END 18" SLOTTtp CS. BEG END I 8" RCP-JO IN ~.'". 59 EX I ST W/CONC COLLAR~ti LINE STA. TO STA. Q25(cfsl 20+66.51-20+74.35 6.6 20+81.35-21+18. 16 4.6 J I 1+33.25-12+36.75 0.4 L I 1+20.00-12+68.44 4.95 L 12+73. I 1-15+18.38 4.95 L 15+21.63-16+49.85 4.4 L l6+52.85-16+93.90 3.5 L 16+97. 15-18+08.79 2.2 L-1 l+00.00-1+60.87 0.2 L-2 1+00.00-1+60.87 0.8 L-3 1+00,00-1+39.28 I . I . I ::>\ \ I I I /'µ""' / ST STA 8+861, 97'··· /··.. • t DRAVNAGE INLET H=4.88' • ·\ LLA T ''\r,:-'r, 1 N"··7 9° i\'<ii '27,, \ r·-, ·""'\.J-o '~-... '· ,.---._er --,.' .;-';....~ ,....-,-• ._,,--~,,,..,,_,,- i '· -_,/ LAT L4;,;S': N 58° ii / / NOTE: SEE DRAINAGE PROFILE SHT DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS 12 Ora I, 73 16.25/16,_40 0.0/ I .u 62 173 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 fESSlo JOHN .MCCART 47583 Pl2/31/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 CONSTRUCTION NOTES (D--PROTECT IN PLACE @--CONSTRUCT I 8" RCP D-LOAD PROFILE PER @--CONSTRUCT 24" RCP D-LOAD PER PROFILE @--CONSTRUCT 18" CSP ( 14 GAJ @--coNSTRUCT 18" SLOTTED CSP C 14 GA) AND DETAILS ON SHEET D-18 @--coNSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STD-313-L @--coNSTRUCT OL TYPE DRAINAGE INLET PER CALTRANS STD. PLAN D72 CL AND H PER PLAN AND PROFILE) @--coNSTRUCT OS TYPE DRAINAGE INLET PER CALTRANS STD. PLAN D72 CH PER PLAN AND PROFILE) @--coNSTRUCT GUTTER DEPRESSION PER CALTRANS STD PLAN D78CW=2',D=2"1- @-coNSTRUCT SLOTTED DRAIN CLEANOUT PER DETAIL ON SHEET D-19 @--CONSTRUCT MOD IF I ED OL TYPE DRAINAGE INLET CASE 2 PER DETAILS ON SHEET D-2O DATE "IE CORD DRA\Vi f~GS" BASED ON CONTHM:TOR'S HED~UNED PLANS /-/.t/-2.£L_ ___ _ DRAINAGE PLAN SCALE: I "=40' NOS D-14 & D-15 FOR PROFILES D-6 FOR REDUCED PLANS o I 2 3 L ___ F~O::_:R::,M...':D'.::C:..'.-O:'.:E:..:-9:'.:2:..'.-P..'..F_<:.:,:R.:.EV::·__::3:_:_/8:'.:8'.:..) _______________________________________ _:::O::_:R'._::'.IG::::IN'.'.:A'.'.:L...:S::'.:C::..'..A:'.:L:'.:E_l'..::'.S_'.'..:IN~IN~C~HE:::S:'.__~I ======'=====::::I ==:::::==::l:._ ___________________________ _J_C::Ll:__:l_:2:,:2:,:0:_:8:_ _____ _j...'.E:.'.A~0~0::5:;;_3.::'.3_:l=".C"'C"~~c-:::-c-:---l~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S I I l X X X X X >- (I) 0 w {/) > w 0::: w l() I-a, <(~ 1-::c (!) V) 0:: I.LI > 0 z (!) V) I.LI 0 l!s I l!i I!! i; 0 w {/) > w 0::: w I- <( 0 l() a, ' a, >-(I) 0 w :,,<'. u w ::r: u ::c -::c V, >-~ - t "-·/ ~,f:~~":~~[:~~2''": •::::::'.:' ' CURVE NO. REFERENCE I::,. A t LINE 45° 00 '00" B t. LINE 8°34'23" . ~' ·,a ~¾ ~ ,~",-N_ .. ,,,;,~;,,;,~;,,..o,~.·~::~,;;;;,,;~4c:::i::::~:.:::.,,,. n'c.\.:,,, .\:11~,, ~----~~ " --.. -~ ¼'.~ ~,._, : DATA,··· ,. " ···: ""\·· :·~: .. ,.,., ,o,,, ,. .J R L T 22.50' 17.67' 9.32' 259.50' 38.83' 19.45' l , IO 'X LO' / ~LOPE ANCHOR , .. . •' ' SLOPE' ANCHOR ' K L 10+01.86-10+28.43 7.95 24" 0.0012 0.0621 0.013 0.51 12.7 L 10+31.68-11+20.00 4.95 24" 0.0005 0.0317 0.013 0.47 8.71 / /°''"'~,, ,, < i .«; • ' I. 00 5.04 0.78 4.33 NOTE: SEE DRAINAGE PROFILE NO D-16 FOR PROFILES SHT DIST COUNTY ROUTE 12 Ora I , 73 IVJLENNEER PLANS APPROVAL DATE TOTAL PROJECT 16.25/16,..40 o. 0/ I. u 9/15/95 DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE ©-REMOVE ®-CONSTRUCT 24" RCP D-LOAD PER PROFILE @--CONSTRUCT CONCRETE PI PE SLOPE ANCHORS PER CITY OF NEWPORT BEACH STD-314-L @---coNSTRUCT OL TYPE DRAINAGE INLET PER CALTRANS STD. PLAN D72 (LAND H PER PLAN AND PROFILE) @--coNSTRUCT GUTTER DEPRESSION PER CALTRANS STD PLAN 078(W=2';D=2"l @--coNSTRUCT JUNCTION STRUCTURE NO I PER CITY OF NEWPORT BEACH STD-310-L 0--coNSTRUCT ROCK SLOPE PROTECTION PER DETAIL ON SHEET 0-19 @----coNSTRUCT BAFFLE WALL ENERGY DISSIPATOR PER DETAIL ON SHT 0-18 @--CONSTRUCT MOD IF I ED JS NO PER DETAIL ON SHT D-19 DRAINAGE PLAN SCALE: I "=40 ' D-7 ... 0 fa "' "' O> N ~ ~ . f . FOR REDUCED PLANS o I 2 3 § ..._ ___ F_OR_M_Dc_-_oE_'-_92_-P_F_<_R_Ev_. _31_8_8> _____________________________________ __:0::_R::::IG::,:IN.::A~L_S::::C::A:'.:L:'.:E...:1::.S...:1.:..:.N...:l.'...:.NC:::_H:.:E::.S_~I======'==~===' ==~==~I ___________________________ LC::U~~I =2=2~0~8 ______ J.:E::.'.A~0~0~5~3~3~1 _______ Ji CITY OF NEWPORT BEACH DWG. NO. R-5683-S X X X X X >-(D 0 w Ul > w Cl:'. w lJ) I-(J) <'-0 (J) ' 0>-wro I-0 <w ..J z ::) (!) u-..J (J) <w uo I- I: ID -1/1 0:: IIJ > 0 z ID -1/1 IIJ C :z 0 I-< l-o:: 0 Q._ U) z < 0:: 1- 1...l.. 0 1-z L.LI ::c l-o:: < Q._ L.LI Cl z 0:: c:, w... -_J < (_) w... c:, LU I--< 1-- (J") 0 w (J) > w Cl:'. w I-< 0 lJ) (J) ' (J) >-(D 0 w ::x:: u w I u :c ..... I (f) >-:I: :I: ...... 7 t ,.,._ I 0 ;5 ,_ Ct) I.J.J ,_ f Ct) Ct) I.J.J ~ I.J.J ...... Ct) -.J 0 0 CURVE NO. REFERENCE t. LINE M 15°49'02" 8 t. LAT M-2 63°. 39 '43" C t. LINE M DATA R L T 231.00' 65.43' 32.92' 22.50' 25.00' 13.91' 90.00' 16.00' 8.02' I I # I ' CONSTRUCTION NOTES IN PLACE <D-LOAD ...• ••.·: ... •·~ 1,-----------H~Yfl01RR~AIIIUL1IfrC~DAA"Tr.iA:-----__::::::......_..::_:::.:::::::::;::~~, ·~~-~;' t-L_I_MN_E-+-1-0-:-oT_OA __ -~-o-!-~o-+-~-~-~-8-· 3-+-Q--,~=;=~-~-:-:-)+-6-~-"-+-0-.-~-;-9-8+-;-_Lo_o_;5-E9-+-0-.-~-1-3-+-D_n2_, __ F,_T8_. _J +V_n_6_~ __ s_;_)-+-----t-2_4 ___ 5_11\\ •• ' M~l 1~:~;:~~=\!~!~~~0 5129.-54* ~:: ~:g~~~ ~:~~~~ g:g;~ ~:~~ ~;:~ ~:~; 234.-: \\: ·•' ~=; ;\:~;:~~=;:;~:~~ ~:~ ~~:: ~:~~~~ ~:~~~~ ~:~:; ~:;~ ;;:~ ~:~~ ~:~ <~ * 1ti¥00 @-CONSTRUCT ROCK PER DETAIL ON SHEET SLOPE PROTECTION D-19 @)-CONSTRUCT PER DETAIL 66" RCP 1 INLET ON TRANSITION SHEET 0-)<(_ 22 INLET PER i \ 1+32.00 \ \ \ • \ \ EC DIST COUNTY ROUTE 12 Ora 1, 13 PLANS APPROVAL DATE POST MILES TOTA PRO ECT 16.25/16.lO 0.0/1.0 SHEET NO. 64 9/15/95 DATE ~l)fESSIQ SCOTT M. TAYLO 43053 No----"--'-'-;.;._- CITY OF 3300 NEWPORT BEACH NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 xp. 3/31 /9 OF ROBERT BEIN, WILLIAM PARKWAY 14125 ALTON IRVINE, CA. 92118 FROST AND ASSOCIATES DRAINAGE PLAN SCALE: 1 "=lO' 113 D-8 ro 0 Cl m ro 0 Cl (D ro ro m N < 0:: Cl l!) i.. ::,. a. . Cl C) 0:: IJJ FOR REDUCED PLANS o 2 3 L ___ __'.F~OR:_:M_:o::c::-::::o::E-:s:z:.:-::P:F_<~R::E:_:V:_·__::3~/~88:'.;)'.,__ ______________________________________________ ~o::.:R:.:l,:G.:l:.:NA:,:L::.._:S::::C:.:A:::L:::E~I.::S_::IN::._:l:.:.N::C::.H:.::E.::S_...::=::::============----------------------------------_jLC:.:U:_.:..1:2:.:2:0:.:8 ________ hE:.;:A~0:.0:..;5;;3:.:3~1=-=-~=-""'.::'-::-'."'":"'---lci CITY OF NEWPORT BEACH 0\./G. NO. R-5683-S X X X X X 0::: 0 >-co Cl w (/1 > w a:: WI.O t-en <( ' en t!) :,.: V) ' Cl>-wro I-Cl <Cw ....Jz :::it:) U-...JV) <(W UCl I- :I: t:) V) 0::: w > 0 z t:) V) Lt.I Cl u ~ Ill ~ ; Cl w V) > w 0::: w I- <( Cl I.O en ' en I-~ >-co a w :.c::: u w ::i:: u :::r: :::r: V') >-~ J ·::, ! / t LINE STA. TO STA. Q25(cfs) "6'0,"· A-1 l,+ A-11 1+00.00-1+14.98 1 . 3 1+00.00-1+31.00 1 • 5 A-2 1+54.46-1+11.16 12.0 A-3 1+01.15-1+43.46 0.1 A-3 1+45.21-1+94.08 0.1 18" 0.0006 1 8" 0.0002 18" 0.0131 1 8" 0.0000 18" 0.0002 I I 0.1000 0.013 0.20 0.0625 0.013 0.25 0. 031 0 0, 01 3 0, 88 0. 052 / 0. 013 0. 18 o. 022';;:: o. 024 o. 29 VnCfspl Dc<fc) 9.2 0.43 Cf. 9 0.46 1 1 • 1 0.31 6.0 0.31 2.9 0.31 STA 1+00.00 C. INT =ST I . ., '} 13;}~6' ·~, •• "· .-·v,. 18" BEG 18 CSP Vc(fsp) 3. 1 3.3 1. 3 2.6 2.6 DELETED '1, ,.,, <2·" ST STA 150141.65>'1'13.05 t 61 INLET .ll-3 •c9l TG,,,,,fj 6. 2:t ,. < .• 12" RCP 18" RCP 18" RCP 'LT 1 1 NOTE: SEE DRAINAGE PROFILE NO 0-11 FOR PROFILES \ SHT DIST COUNTY 12 Ora ROUTE I, 73 16025/16040 .O/ I. • GIFFE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 42154 ROBERT BEIN. WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA. 92718 CONSTRUCTION NOTES 0--PROTECT IN PLACE ®--REMOVE @--CONSTRUCT 18" RCP □-LOAD PER PROFILE 0----CONSTRUCT 18" CSP ( 14 GA l @---CONSTRUCT 18" SLOTTED CSP ( 14 GA l AND DETAILS ON SHEET 0-18 @--CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STD-313-L @-----CONSTRUCT OL TYPE DRAINAGE INLET PER CALTRANS STD. PLAN 012 (LAND H PER PLAN AND PROFILE) CONSTRUCT GI INLET PER CALTRANS STD PL1\N 073 (11 PER PLAN AND PROFILES) @-coNSTRUCT GUTTER DEPRESSION PER CALTRANS STD PLAN 018(W=2'10=2">- @---CONSTRUCT JUNCTION STRUCTURE NO 1 PER CITY OF NEWPORT BEACH STD-310-L @--CAP INLET PER DETAIL ON SHEET D-19 @--coNSTRUCT SLOTTED DRAIN CLEANOUT PER DETAIL ON SHEET 0-19 @--CONSTRUCT GDI INLET PER DETAILS ON SHEET 0-21 DRAINAGE PLAN SCALE: 1 "=40' 0-9 -a, 0 e FOR REDUCED PLANS o I 2 3 L __ __:F~O::,::RM~D::::_C~-0::E__:-9::_2__:-P..:_F_:<:.,::RE~V~-_::3/~8::;:8:._> _______________________________________ .::_O:_::Rl.::.Gl::_::N.:,AL:::_:S::,::C:.::A~L::_E_:I::_S_:I:.,:N_:I:.,:NC::::H,:::E:,:S:__:l::::::==:::::::l=:::::=::::::I =::::=:=I ____________________________ _LC::,U:__:_l_:2_:2::0:,:8:_ _____ _J..,'.E:.'.A::_0:::.:::::0.::::5.::::3:_::3'.._'.l _______ _j~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S X X X X X 0:: Cl >-CD Cl w (/) > w a:: w U) I-~ <t ' ~ I-:c (.:) (/) 0::: w > 0 z (.:) (/) w 0 I le I a: I- l!5 i a: C IL Ill Cl C I l!5 E So c., :,,:: Vl Cl w (/) > w a:: w 1- <t Cl U) ~ 120 110 , _____ _ ~ >-CD 0 w :,,:: u w :c u :I: -:I: C/) >-~ -:, 120 110 Statton Cu. t xc. Yds. mb. FORM DC-OE-92-PF (REV. j,_ 4 1 FOR REDUCED PLANS 0 2 3 3/88) ORIGINAL SCALE IS IN INCHES •• " <>~· "'"~-' ·:t-:.;.;:!7:·~ ,"' ~~.-r::<. :.··. "~'( -·:·.: ' .~ '.{:': ' -~-' s,, ,,., ' " ;'": 1,l=." ~- 130 120 DIST COUNTY ROUTE 12 Ora I • 73 k G· REGISTERED CIVIL PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16 ... 25/16,.40 u.0/ I .u . 42154 xp.3/31/0 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 cu 12208 130 120 120 1 10 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S u \;; z :,: 0 r 0 /ti 8 D 'll 0 m 0 D ~ $ z 0 I z D 0 ~ ~ m ~ z ·"' " ,,. ~ ~ ;; -"' ~ 0 0 :c "' 0 0 r 0 0 ~ 8 U) "' I ! "' "' "' < $ § "' ~ -~ □ "' "- ::,, 0. 0 0 ::, .. .. Cl X <EJ X X X X -" •· ' •='•"M ••~• 1----+--------------,-::.J:~i-:~:~;,::~. 1 •• _ ;_ -~~::·::::j . ·--··~· , ..... J~!qJ;LJ;f__ C :.;;~;:[··,:•>:;::~ -~ .::-,";:=:~:f;::2~);~-~~-,+ 1-------I 1l0 t.D 0:: .,., 0 ' I"") Cl 130 w >-(/) CD > 0 w w 0::: (/) w > I-w <t 0::: Cl w It) It) I-.,., .,., <t ' ' .,., .,., c.:> I-- ~ ::!: V) Vl ' 0>->-wen 0) 1---0 <w Cl ...Jz w :::J (.'.) ~ u_ u __JV) w <tW :c uo u I-:::c :::c c.!) (/) I 0::: (/') w > 0 >-~ z ~ c.!) 1l0 1/) -:, w 0 130 t Cu. Yds. FORM DC-OE-92-PF <REV. 3/88) -~~,' -~-~~--··=•-~-,-•• ~ : · ,:;c_:::::•·r;:;·-:i··:'i:5":i':;: • V "' t'•-v, •" •-";I; ·••¼•~, S --<>•-.. , •• , • "-. • '-~Bea,. • •••• k......... . .. Rf· "' • ••~., •Wry -• -CJ: ~-·-~s-.~3--~-_ "{=~-?~= •, •~ "t-~• ~~ •a '" . ~-" . ''J!, FOR REDUCED ORIGINAL PLANS SCALE IS IN • -u " -' •••"-~ ""' • a' •-•m>• ~ -. -. . ' ;: .E.XI.ST·t ... ·.:· :·~ ·:1ci:r:t..,E:n~-: f· .. t.~":sf:'W"¼:l·~ ,'.l,;tr:.M •h ~·· • Ut'f-0.(1:n . -~' ·::; :. ,;,..,;i..i,r:n' . . . .. -·· .. "''"'" ••~•"" ~•sS +-••· -"',. INCHES 0 I I I 2 I 3 I 1l0 DIST COUNTY ROUTE T 12 Oro I , 73 k G· REGISTERED CIVIL PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 K. GIFFE No. 42154 Exp,3/3 I /00 ROBERT BEIN, WILLIAM FROST ANO ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 cu 12208 ),_ .. . . . . .. -. :},:c "', '° '. ,~ •,~ '"·--"'··io .' • EA 005331 173 150 1l0 130 CITY OF NEWPORT BEACH DWG. NO. R-5683-S 1/) :{ !i ~ -...i v,I -0 " C, \;: z :,: 0 0 fil 5 • ~ n i 0 ., " a, 0 " "' j ~ CJ N ;n < ~ !?, "' ' C . ·' f) "' LL =-... . C 0 ::, " C, 190 190 X <E] <.O 180 0:: a, Cl ' I'") Cl w >-(/) ID > Cl w w a: (/) w > I-w <t a: Cl X WIO IO 110 I-O'I a, <( ' ' a, a, C> I-:.:: ::i; V) V) ' Cl>->-WCCI CCI I-Cl Cl <Cw ·-.....lz w , :::) (.'.) " ,, u_ u .....1(/) w <CW I uc::i u I-:I: :c X (.'.) -I/) :I: 0:: (/) I.LI > 0 >- z ~ C) I/) -, I.LI Cl ❖ ❖-,- 110 X 160 i I X ~ .,--... ' ~ ,, ~"'0-'"-,,~-··.\ hfQ C ;' ;,: ; ·::,1 --- ❖ • ' ~ ~ ....... ~<• ; Stot1on Cu. t xc. Yds~ mb. • ,.-. "❖'-, .,, • ·-~ 4 ,'~. ~-,'··· ••. ;o;:":f,:" FOR REDUCED PLANS 0 2 3 FORM DC-OE-92-PF <REV. 3/88) ORIGINAL SCALE IS IN INCHES DIST COUNTY ROUTE 12 Ora I. 73 k G· CIVIL GINEER POST MILES TOT AL PROJECT 16025/16040 .O/ I. HEET NO. 68 42154 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 cu 12208 ~-' , ~ • -~·t .. ,· --~ ~-' , ~ -,-1--~, .. -~,-··-~ ~ ." --=.;f :::~,i,, • ~".:) • ❖ EA 005331 110 110 160 150 CITY OF NEWPORT BEACH DWG. NO. R-5683-S " ~ I I~--- ~ ,: /2 □ ~ n a n 15 0 m 0 n !l w ~ 0 z I • 0 ' ,a ~ ll i !" ~ a n z j5 0 "" -(;! ~ z ::: 0 r " ~ n §l ~ 1l ~ m !l ~ z 0 i z n • 0 ' 1! m ~ z fTI ~ ~ n i 0 " i 0 ,: "' 12 00 0 ~ n " B 0 "' ~ 'il < "' m 0 n ~ 0 ~ "' ~ § '" -. :, "- C! D ::, " C) X <6J X X X X a:: 0 >-co a w Vl > w a:: w I.O I-en Cl w Vl > w a:: w I- <( a I.O en 220 210 <( ' en 0)1---- ~---1----1 I-:c (;) V> a: w > 0 z (;) V> w 0 f= Is i a: i >-co Cl w :,-,: u w :c u :c: -:c: V> >-~ -:> t 230 220 210 200 Station Cu. xc. Yds. mb. FORM DC-OE-92-PF CREV. ,-~, ''.,'.' , ' , : ·':.~.it:~ ,""~::::M"',,, 1 N~ 0 . . ... -~i;)('.~ , ""' ,, , .. 7-~ FOR REDUCED PLANS 3/88) ORIGINAL SCALE IS IN INCHES 1 1 0 2 3 DIST COUNTY ROUTE 12 Ora I , 73 ~ g~ RE~D CIVlLENNEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16025/16040 .0/ I. HEET NO. 69 JOHN .MCCART No. 47583 TOTAL SH 173 Exp_l 2/3 I /9 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 cu 12208 230 220 210 200 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -G: N /; 0 z N I " 0 5 U) I 0 IX) Q IX) ~ "' N 'll a " < '!l !\ "' 0 z .!L. ,. "' u. ,. n. D 0 :::, " 0 :.:·c:c:.·.c:·:-~~{,. --•c »• ~--of "" X ~ U) 230 0:: en Cl ' "" 0 w >-Vl (D > 0 w w a:: Vl w > t-w <( a:: 0 X w IC) ll) 220 t-en en <( ' ' en en :::e t-<( :::e , (/) ' 0 >->-W(D (D 1-0 <tw 0 ....Jz w ::::i <..:> ::.::: u_ u ...JV) w <tW :r: UCl u I-240 ::i: :::c X (!I -V) :::c a:: V') w > 0 >-~ z 0 VI w ~ a 230 ! X ~ ! 220 I I ~ Ii 5 A. ! X Statton t Cu. Yds. xc. mb. FOR REDUCED PLANS 0 FORM OC-OE-92-PF CREV. 3/88) ORIGINAL SCALE IS IN INCHES 2 3 DIST COUNTY ROUTE 12 Ora I, 73 REGTERD CIVJL ENNEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16025/16040 .011. .MCCART No. 47583 Exp. I 2/3 I /9 173 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA. 92718 cu 12208 240 230 220 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S ~ I 0 r CJ " 0 m 0 ~ :n 0 -0 m a " :u ~ !1 z ~ ~ m ~ • 0 ~ ~ z ,., 0 1" ~ i I.A z :--\ ...J (:) Sf( -~ ~ z I D ,-0 ill 8 0 ~ " 0 m 0 " ~ ~ z a i z m • " 0 ~ ~ ~ " 2 !TI " ► r " a I -I') 0 ~ I') :c 0 0 U) 5 "' a, iii 8 "' ~ N ~ ! < 0: 0 ~ § "' • fl ... > "- C C :, ... 0 1AVINE, CAl !FORN!A ~8ER075AR >\l,J)ltJ)ll.'c,111_f ,.,., r- r- 1-0 V)u,q- l.!.lw •O '....J..., (.C) • _o ::en:: -- ! 0.. '' ,1-LClO !Vl....lN • !o<C ,a..1-•O ' 0 (.C) 1-- w I-:::) 0 0::: >-1-z ::::) 0 u I-V) Cl ,.,., r-• 0 L 0 N LO O'l '-w LO I- -<( '-o O'l 0::: w w z z w - ,'i.E.R --_;;;; I-I") Z 0::: 00 ::c < lO I") I _J our-'-> -, U ,q-N '-'/"-::E • 0 • A. 0 z -s I03H w I-<( Cl _J <( > 0 a:: 0.. 0.. <( VJ z <( _J 0.. 00 C LO :I: 0:: "" U < N < > O'l u.J u.J CD ....J < :::l u 1-0 0::: CD • 0 :::c a.. I-u ;i:: 0:: < u.J O u.J zi CD LL u.J I-oz~ >-0 a.. I-0 ;i:: -I') u.J (JI') z 0 LO N ' ' ·rl ,,ri :1: " 'tEJ+i illijl1'! +LIHf!ji -'+·i'. H, •. ' ·•.·•.· •.· [ ·:. • '[. ·:'. J·:.· i 1\•· ·•.+.J,. ··1. ''.;to:'..' ! ·~ ... • .. : : ; . , : ) . : 1 , i: : : i. ! : : : i L: :a,: : ! : rn: • • • • ! JJf ~ll r !ili\w~ if Shl::a 0 N N X --- V) u.J I-- -<[ _J == _J ~ -0:: == < a.. • zz -0 u.J I-- CD ....J < l-o:: U") u.J N CD r-0 ,q- 0:: 0 - N 96/£ t!O w ..._____.J at 11 of 173 PLAN HOLD C,Off>ORA.TIOl'J "' IAYINf., CAUFORNIA HBJROER BY NllMBE?075AA 9<1N"""'"''""""-"' .. •--· ..... ">« ~ --- ~I 0 O') - 03S11i3cl 31 \10 !.6/6 lrlS ,\.8 03>lJ3HJ ,\.8 03Slli3tl 96/6 V'lVr ,\.8 03N8IS30 31 \t( /031VlnJl"i/J X 0 LO N r1 lllil rrn~r· 1· mi I C-1• l!Tl lltt' is.·.:+.·r .. ··-·H "+.2+"•,·· L\ . .Hf ,1,,. 1''''1'' !••11' P' , ! l"[!i 1'1,i yl! -, --;+ ·tyd{''' "j"J"i"if''"' i?:!l !l. !PHlli!id! 'i "·· •,·!':". '. '. .. •. •. •h .• •.t,.y0. ;,. 'tl. ''·.•~•··. ••. l i'<1:: d' IH:L' _p;q L D"ffij''' jJ ,,,,. 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Q.··.··. ,., ,, ;;;,; ,,., ~l q,u~ u~ '~.~: l~·' ,0,~ '· I 1·, '<ti l()i '•n' V-J,-, '· I J .,, I ,;! 3 ~ JftlDll/lZJ • YN:10,inYO ,10 ll1 Y J.8 X :c u <( w CD Vl I I-,.,., 0:: co 0 (.C) a.. I,() 31::, w 0:: ,.,., z • ,.,., LLO I,() oz 0 0 >-• I-c.::> <( 1-3l: wuo co 0 N N :::i u l"1 N 0 (/) ~ u z (/) ~ z V1 <( -_J 0.. w -' C, <t Wu Uvi :::i Cl ....I w <( 0::: z 0::: <.!) 0 0::: LL 0 @ "' ' "' > w 0:: ~ LL a.. I "' en I w 0 I u 0 ::e 0:: 0 LL \ X <E] U) a:: a, 0 ' ..,, Cl 190 w >-(/) co > Cl w w 0:: (/) w > I-w <C 0:: Cl X WLC'l LC'l I-a, a, <C ' ' a, a, :a I-<C ::,; ..., Vl 180 ' Cl>->-wro co I-Cl <Cw Cl -'z w :J (.:) :><:: U-u _JI/) w <CW I UCl u 110 I-:c I X (!) -1/) :c 0:: V> w > 0 >- z j (!) (/) - LL.I J 0 160 ! 150 X ,,_ rs I ~ i a: i I X ~ ~ Statton to Cu. t xc. Yds, mb. FORM DC·OE-92-PF (REV. ~,, 3/88) , :::· ,f ,· J\' ')'""' .. :·:t:·;a ____ _ :,~,, .. 1.,'. -~· ,_ '"_·~,,·.~~-E .. , • -,~,i ,'' ~ ·; "> ~-"••'----~' - " >·•""•• ;,._., t, . ~ .. ,,,,,4,,~--- 1 1 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ',::-a:;. : . :,eF:,: ::: .·,:a,: -gi;i! · f'd ... , ·rd· .,-; ' .. °"' ' -~L:·,::::·~:· ;·:-:;: : ::.: . : ,d·,,·, -~--• Jj&j· ~'E.L ,;1.m:r~Q'.ot: -~>-•::-,~->"",' :~•"',,"' > V V ':''" t::lf0YJiifjg},t , •m~--i~-~-.4--~---~ r ---,,.,.,.,-s .,,. _,,,ms•,,o•M<-' • ~••• ,.,(, ••~,, .:::z -~::.-~\"':·:;_,_ .. ·:§:::.::.," i, . :,.;; :r"=' ., • :eE·. u ·:r,:,e:.... ·-3 ; :, -.," 1 •. ·.: , .• - . . . 0 2 3 1 1 DIST COUNTY ROUTE 12 Ora I, 73 NEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16,_25/16,_40 v.0/ I .v No. o,ESS/o,v JOHN .MCCART 47583 Exp_l 2/3 I /9 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 173 240 230 220 21 0 .. ;C }'ff~ {S , .... ._ _ _. ~-,;-, ~n:t; •-~ •• < "•"~ ..... ~. .-/,·· ·" cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S t <. ~ • D ul I • ~ "' " 1: a ~ i> ~ I 0 5 8 CJ 0 a ll 0 " ~ 0 ~ § I 0 z 'il • 'a :ti ~ 0 ll 2 ·"' ~ ~ i " ~ Ii ~ 0 ~ " 0 ll ll 0 " m 0 ll ~ ~ i" D < z fl! • ll 0 ~ I i • !" I; C: ;!I n .: ,. ' " u, X 0 0 -5 U> ' ~ " ~ 0 " 'l! D ' 0 "' ! m D " ~ ro m ro ' < "' ' ~ a N ""'· < "' 0 (!) LL . > 0. D D ::, " 0 X X x-- X X a:: C >- CD Cl w V) > w a::: w I() t-m <l'. ;,; I-:c C) V) a:: Li.I > 0 z C) Vl Li.I Cl c., ~ V) Cl w V) > w a::: w 1--<l'. Cl >- CD Cl w ::,,: u w ::r: u :c :c V, >-~ -~ t 110 100 110 100 Statton Cu. Yds. FORM DC-OE-92-PF <REV. 3/88) _,·-~t'"', ·_,~,~·~~-" • • ,,-m,~~-r,-~~~-< ···,-•,-,,.~ . ·t::;;~ • B···· '>= " ,:::~ t="~'i~ C ~t.'.::c: . :Q;,:,,:: :,:' :··.$:T : -, ·•~;{"· -,~_,,., •· ·-" ~ ·;;"" '"? FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES DIST COUNTY ROUTE POST MILES TOTAL PROJECT HEET NO. 12 Ora I , 73 REGISTERED CIVIL PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 73 TEVE K. GIFFE 42154 No. Exp,3/3 I /00 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 cu 12208 EA 005331 173 150 1l0 130 CITY OF NEWPORT BEACH DWG. NO. R-5683-S £ z I Cl r 0 el " 0 " " 0 1l m 0 " § Si z 0 i z '!l • 0 ' I ~ 0 z /TI \Z C cl :11 ;;; '<'!> "I\ -Cl £ z I 0 5 ~ n 0 ~ 'll "' 0 " ~ ~ z a I z " • 0 ' ~ ~ ► " z .m " [: 2l " ~ "' ~ 0 "' I a r D 0 "' " I a, El iR " N Ill < ~ ~ "' 0 *· Q "' ... . "' ll. C, Cl :, .., 0 X X X X X 0 UJ >-(/) (D .... > 0 UJ UJ 0::: (/) w .... > I- UJ < 0::: 0 UJ LO LO I-(J) (J) <'-' o en en (!) t-:x: l: (/) (/) ' 0>->-UJ (D co I-0 <w □ ...J z w :::) (!) ::r: u .... u ...J (/) w < l.iJ I uo u I- J: I (!) -..... (I) I 0: (f) I.LI > 0 >-z ::E C) ::E -II) ..... I.LI 7 0 :z C) -I-< I- et:: C) CL Cf) :z < 0:: I- l.J_ c:::, I-:z: LL.J :::c I- Ct:: < CL LL.J Cl < -:z: a:: 0 l.J_ -_J < w LL. 0 LJ...I I-< ,-. U) t r B ACROSS 6" SPLICE C 7 □7 i OPITIONAL7: 1: 17 r_Z __ ,_ I ' 1 : 1 ,~ -------·-1 ; .-' I 4" FILLET ' ~ l ' ' (X) / I FAR FACE ~ I ~ A ---1-#4 @ 12" ,BOND - ~ I' FLO\./ / INTO SIDE \./ALL~ . I • ----s T4/2 • • NEAR FACE l r..1 : --... : ~I"-,, I SYMM. ABOUTi I 1 -#4 ' I~@ 8" BOND IN" '\ I " I ;$,I SIDE \JALLS = • ' --------- El ::.:: J • ~-' • 4@~ I #4 @ 12" # D __J C _j L1 L2 L PLAN ROC K SLOPE PROTECTION PER • # 4@ 6" DETAIL ON SHT • (J) 6" FAR FACE-0-19 l • I I'-....... # 4 HOOPS-• # 4 @ 9" '-~ 4 EDGE BAR • • 1 : 1 7 N 3" FILLET:· ~ r--,.;::: EACH FACE • L/ ·I\· £L /j ...... ~ II. 7 -z < _j a.. Cl:: w a.. ' ~ • (X) • I C'-,() I I ' T I '14/2 ~ ! T 4;;; [___ r 1 : 1 T4 -I i..- I .... ·-- '2 '-6' < ..... D *4" MINIMUM ,,, N I I- I I (") I -- N I- j f I HJ'< • "' • / I ,, ,--.. " I I :me i... 6" \ EAR FAC:. I . ' . -. ' --,-. ' Ltt 4 @ 12"- SECTION A-A # 4@ 10" # 4@ 12" # 4@ 12" 1-#4 • • • . .. . . . • • • It 4 @ 12" • • 4" FILLET # 4 2'-6" 4 @ 6" 3'-0" i I I '-t I I __ I (") I - .:t ~ ~ "'l.: 2' <)t .... -ee • l .. \tJ.f: .. --------__.___ _____ L ___ .__.__ SECTION 8-8 7 B BAFFLE WALL ENERGY FORM DC-OE-9Z-PF (REV, 3/88) LINE \J H1 L G 1 4 ' 0" 10' 8" 20' 1 " H2 BAFFLE \JALL ENERGY DISSIPATOR TABLE OF DIMENSIONS H3 L1 L2 H4 5' 3" 2' 4 ,, 8'-11" 11 '-2" 5' 10" \J 1 3' 0" K 1' O" 5' 5" 8' 5" 2' 1" 1 ' 2" 4, 6" 5' 5" 2, 1 1 " 1 , I 1 " • • 0 • • • • • • • • • • 1-#4 EDGE BAR EACH FACE FAR FACE 1 1 /2: 1 i \FAR FACE /\#4 @ 9" \ f 1 /2" l \ • , . . . 3'-0" #4@ 12" • • • • • ..., ./ -2 ' -6" • . . . . • • • • .. . . -• • • • SPLICE ACROSS lb_ OPTIONAL SECTION C-C #4@ 10" FAR FACE NEAR FACE #4 5" ELEVATION E-E i I #4 @ 12" • • • NEAR FACE #4@ 12' #4@ 6" \ ,~ I / 2-#4 \ I I I I EDGE BARS \ \ I \ I I A I ...... ~--/!'-1----t------/-·- • ,._ • i ' , ~ • _, '--I , • '::/ ),\., ,,~J ~ ", ' I ,I \. ,l's '✓. ~ , ~ • 1 6":\ t-1 I§_ ', • I • • - ~ H6 Hs lj'' BEND r NTO • Tl 0 HS • I • SIDE \JALLS • I • (") . • ~ • I • • ~ . . • • • • • • • • • • • • • • • • FAR FACE #4@ 12' f,3'-o·:1 S~LICE ACROss\ ~ OPTIONAL 1t 4 @ 12' #4 EDGE BARS SECTION D-0 DISSIPATOR@ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 3 Tl T2 8" 1 2" 6" 6" T3 1 1 " 6" T4 1 1 " 6" HS H6 1 , 9" 14" 12" 1" 6" 2" . ' . , . :•, .. . 3.5" DIST COUNTY ROUTE 12 Ora 1, 13 k G· REGISTERED CIVIL G!NEER PLANS APPROVAL DATE POST MILES SHEET TOTAL TOT AL PRO.JEC T ND. H T 16.25116.40 14 113 0.0/1.0 DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 K. GIFFE . 42154 p,3/31 /0 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14125 ALTON PARKWAY IRVINE, CA. 92118 PCC CURB AND GUTTER A.C. PAVEMENT 3,, ~-· ---i··· ·J-..--STRUCTURAL BACKFILL MIN •• <CEMENT TREATED) : .. . -.... 2 SACK SLURRY . . TYPICAL SECTION 18" SLOTTED CSP -:::-::=-::-:-:--=--:-:--:---:..::._...::...::..:..__--159 SEE CALTRANS STD PLAN 098 FOR OG ADDITIONAL NOTES AND DETAILS 6 x 6 -\JI.4 x WI.4 WELDED WIRE FABRIC\ 4. 5' \ OG 4" (TYP> SHOTCRETE TYPICAL SECTION "V" DITCH@ "ltECOID DRAW! r;{lS" BASED ON CONTR/\GTUR'S RED-liNED PLANS DATE. /--9. DRAINAGE DETAILS cu 12208 NO SCALE 0-18 EA 005331 CITY OF NEWPORT BEACH D\JG. NO. R-5683-S I ' I I -... I :ll 9 ~ ,: ... 0 -5 0 ~ :n n "' ! 1l ~ "' a, i a TJ ~ " ~ 0 ! al ~ ' ~ '"' "' ~-_:g ___ Q 0 (!) IL :, "- Cl C) :, .. .., 0 X X X·· X X 0 w >-(/) aJ > 0 w w er:: \/) w > I-w <( er:: 0 w l() LO I-m er, <( ' ' m er, <.'.) I-::.::: :::§: V) V) ' O>->-wco co 1-0 <rw 0 _Jz w =:i C) :,;:'. u_ u _J\/) w <CW :r: uo u I-::c: :t: c., -(/) ::c: a:: V) w > 0 >- z ~ c., (/) -w -:, 0 - rA--4" 4" I r 8,, (36" MAX) ...,__ -----_, :-f-B D L ~~-0 ~- 0 0 0 STA END BEG I t j '\ I I <.D ~ --------I I t _ _J • .l-I __ r() l >---->----. LA 8,, 4' PLAN PIPE PER DRAINAGE PLAN 8" 10' --7--- FLOW LINE HEADWALL PER DRAINAGE PLAN PER PLAN I 8" SLOTTED CSP I 8" CSP PLAN t CLEANOUT 1ST STA PER PLAN I SD STA PER PLAN I END 18" CSP I BEG 18" SLOTTED CSP 5' 4'-1.5" I 4'-1.5" 5, 3.5" 3. 5" B I t I LO 18" SLOTTED I I I • 57 CSP 18" CSP 6' --1 I '-9" B - 3'-6" PLAN ·---18" CSP 6' FORM DC-OE-92-PF <REV. 3/88) ~ D z -_J 2 0 ~ I I /2" CLR 8" -~----ft· ~:1:-;·~~:~~-'i:·r:'.·~· ::.:· ),-"'~-;;:=~?·._§~ ---#4 @ 4,, •I ~ 1/2" CLR -+-I I 1/2" CLR ll•Y,,t-;,.-# 4 @ I 8 " • "" I /2 "- CLR I 3 '-6" SECTION A-A EACH WAY (TYPl CONSTRUCTION JOINT (ROUGHEN) STEEL TROWEL FINISH '-#4X 12" MODIFIED JUNCTION STRUCTURE NO I@ PIPE PER DRAINAGE PLAN MATCH EXIST GROUND I ~'-' ROCK SLOPE I PROTECTION I --I ------I --- AP • r() ~-:::~~~(l~/~4~TO~N~,~M:E~T-:::HO~D~B~l~=~~~I ------.. -::::!J--- 8" I I /2" CLR t=-==:t::i:~c_ FL PER t,. I: 8" 1/2" CLR #4 @ I 2" DRAINAGE PROFILES 4' ROUND EDGES OF INLETS #4@ 4" .. i---4" MIN ~:r---#4@ 18" ~AP SECTION B-B USE DIMENSIONS SHOWN HERON UNLESS OTHERWISE SHOWN ON THE PLANS t ROCK SLOPE PROTECTION SECTION D-D ROCK SLOPE PROTECTION@ 18" SLOTTED CSP CURB • r--... (0 • N STREET GRADE VARIES t CX) 6' 3 '-6" 1/4" CHECKERED~ COVER AND FRAME 18" CSP 6' • r--... (0 • N SECTION A-A SLOTTED DRAIN CLEANOUT@ FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES FABRIC 2 3 SEE CALTRANS STD PLAN D72 TYPE OS FOR ADDITIONAL DETAILS 4,, 18"CSP I • N SLOPE SECTION B-B z - 2 • • <.D #4@ I I I I I DIST COUNTY ROUTE I TOTAL PROJECT NO. SHEETS 12 Ora I, 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16.25/16.40 0.0/ I .o 75 173 . GIFFE 42154 p.3/31/9 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 -#4@ 6" BOTH WAYS PLAN 6,, 1- (/) z xw - I CAPP I NG 2 er:: ::::J w 1-> U 0 ::::J 2 er:: w l-o::: (/) I S~AB • • "" SECTION E-E STRUCTURE CONST CONG CRADLE AS SHOWN NOTE: CAPPING SLAB MUST BE PRECAST AND PLACED AS SHOWN. NO FALSEWORK MAY REMAIN INSIDE INLET. CAP INLET e DRAINAGE DETAILS cu 12208 NO SCALE D-19 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -"' -0 - 00 -0 U) a, "' 0, N < 0: 0 l!) u. . ,. n. 0 0 =, .. .,. 0 I I I I '' " ' '' ' -..., w ~ I I i ~ ! ~-. X 0 w >-(/) O'.) > 0 w w 0:: (/) w -> I-w <( 0:: 0 X w l11 l11 I-O'l O'l <( ' ' ,..., O'l O'l <..'.) !--,..: ::!!: V) V) " O>->-WO'.l (l] I-0 <Cw 0 _Jz w ::::i C) :><'. u_ u _JV) w <CW I uo u I-:::c ::c x-<.!) -V) :::c 0:: ti) LtJ > 0 >- z ~ <.!) V) -w J Cl z X ~ .. I z ,c I!': ~ .. ifi :I .. a: ,c a. w Q 1 X 1'3, -2.,, 8,, 3'-6" 9'-10" 6" A L OUTLET~& 1/4" CHECKERED~ COVER / l r AND FRAME ~--__L.. __ ___,_ __ ,~ I / BEND HORIZONTAL BARS --..I' n--------------------I I SCORING LINES I I I I FACE ANGLE I I NCHOR~ I I ')_ I µ 7·1 I '' t-->--------0 I I I : INTO BOX A _J SEE NOTE 6 AND CURB SUPPORT DETAILS ON CALTRANS STD PLAN D74C FACE ANGLE CSEE ANCHOR DETAIL - A ON CALTRANS STD PLAN D74Cl 2'-10" ( I : I TYPE A ORB CURB OUTLET j ' l L:-INLET 4 "R t LINE UNDEPRESSED LINE@ CURB I : IX) I. 75' SECTION A-A 4 "R ~ PROTECT I ON BAR, SEE CURB SUPPORT PLAN (SEE CURB SUPPORT DETAILS NOTES: ON CALTRANS STD PLAN 074Cl I. SEE CALTRANS STD PLAN D72 FOR ADDITIONAL NOTES & DETAILS NOT SHOWN HEREON. MODIFIED TYPE OL INLET-CASE I@ ST STA 130+34.79 t DRAINAGE INLET CURB FACE ST STA 145+51. 15 3.5' 64.0' LT tLAT L-1 _i., 17 t INLET '"'-/ _J_ t LI NE L 2 . 0 ' t ] -i-+1-=~2 . g,: CURB FACE t LINE 0.5'7 3. 5' I L-7 / pt2· 2.0 CURB FACE ----------/ t t LAT L-2 / I. 75 I . 75' I t LI NE L__}-_-------~--------•\ ' ' 3.0 NOTE 7 I . 3.5' 3' 0" SECTION B-B ' t LINE C---\ 11---t----1.47' ~-.------,e--+-,~__[ 2.o·t I~ L/,-__J ' I . 0' 0.5' _l_.7_5_:_*3-._0~ t LI NE L---/ t LINE L -y ,..__..;-'---'---'---"-ST STA 145+22.58 64.0' RT 0.67'J / LINE C DETAIL A SEE DRAINAGE PLAN SHT NO D--4 ' • 6,, 3'-6" GRADE \1 FACE :1 12: FL PER DETAIL B SEE DRAINAGE PLAN SHT NO D-6 DETAIL C SEE DRAINAGE PLAN SHT NO D-6 DRAINAGE INLET DETAILS L PER DRAINAGE PLAN 6' VARIES 6,, t INLET CURB../ FACE DETAIL D SEE DRAINAGE PLAN SHT NO D-6 ST STA 109+78.24 t INLET DETAIL E SEE DRAINAGE PLAN SHT NO D-2 INLET LOCATION 1/4" CHECKERED~ COVER r AND FRAME ~-------~~ 6" INLET LOCATIONS FL PER DRAINAGE PROFILE OUTLET\ ~~--< A L FLOW 4 "R I / BEND HORIZONT L BARS INTO BOX n-_-__ ..l' ______________ 1 Al~~~;;, oN I SCORING LINES~ I I 1-=_J ~ I FACE ANGLE I ( 1 1 rNcHoR~ l lY ~I I 4 "R TYPE A ORB SECTION A-A ~ PROTECTION BAR, SEE NOTE 7 CURB SUPPORT NOTES: I. SEE CALTRANS STD PLAN D72 FOR ADDITIONAL NOTES & DETAILS NOT SHOWN HEREON. PLAN MODIFIED TYPE OL INLET-CASE 2@ (SEE CURB SUPPORT DETAILS ON CALTRANS STD PLAN D74Cl 2'-10" DIST COUNTY ROUTE 1-'0S I Milt.:> TOTAL PROJECT 12 Ora I, 73 16.25116.40 0.0/ I .0 76 173 ~(t,,@s.lMM~k~G::'.l:,: O~On.~•~ 9/ 15/95 REGISTERED CIVIL 1Ji1iGINEER DA TE ~'-'o,Essio,v4< ,f STEVEN ~"' f# K. GIFFEN \ -~-~-------1::;: No. 42154 ;n ~P-=L~A~NS~A~PP=R~O~VA~L=-=DA~T~E~----1 ,1, Exp.3131196 *tJ--,t CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD J''4/'~ ~c_1v_1L___ ,,.," C -,o"-NEWPORT BEACH, CA 92658 OF CA'-' ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 t LINE 0.5'1___ ::-=::::.i::-...=:1=;7 3. 0 '_\._ / 1.75' t 2. 0' CURB / I FACE 1,._-t LINE C ST STA 109+78.85 \ t INLET DETAIL F SEE DRAINAGE PLAN SHT NO D-2 -FACE ANGLE (SEE ANCHOR DETAIL A ON CALTRANS STD PLAN D74Cl I AND CURB SUPPORT CALTRANS STD SECTION B-B DRAINAGE DETAILS NO SCALE D-20 "' a FOR REDUCED PLANS o I 2 3 L __ _;F~0~RM~DC:::_-:::0E:-=-.9::2.::::-P:_i:__F_.'.'.(R~E.:'..:V._::3~/8'.'.::8)'.._ __________________________________ o~R~IG::IN.:'.'.:A'.'.::.L.....:S~C:__:A.:.:LE=----'..::IS'.___'.'._:'.IN_;l'.'..:'._NC~f.'..::jE-=-S-~l=•===l'=====l==='====l=-1-------------------------Lc:..:u:__.:__:12::2:..:0:..:8:_ _____ .i__::_E:..:.A_0:.0:.5:.:3:.:3:...:....I ______ _J;g CITY OF NEWPORT BEACH DWG. NO. R-5683-S el I ' -.... ... X 0 w >-V) CD > 0 w w er:: V) w > I-w <( a: 0 X w I[) I[) I-O' O' <( ' ' O' O' t:) I-:..: ::ii: (/) (/) ' O>->-Wm (l) 1-0 <Cw 0 _jz w :::i 0 :..: u_ u _JV) w <CW :c uo u I- :::t: :I: X (.!) -V) :I: 0::: (/) lJ.J > 0 >-~ z (.!) V) - lJ.J -, Cl X ; a: 0 I!, ...I '1 X u. 0 ~ C ti t • • o:) ' r--.. 'SI" I • r0 FL I> t o:) ' r0 "1" I f'() 1· I 4,, 3 '-I I I /2" F 7 • • (D 0 0 0 0 3'-10 1/2" 3-l/2"X 1/4" BAR BOTH SIDES----1 L 4"X 3"X I /4" 0 0 GRATE AND FRAME DETAIL 3 '-I I 1/2" ·1 L 4 "X 3 "X I /2" ~ 2,, 3/16' ! 4 3/16" ~ '--1/2" DIA ANCHORS I '-7 3/4" I '-7 3/4" 4,, ANCHOR PLACEMENT DETAIL 3 '-I I 1/2" TOP OF GRATE TO BE CONST IN PLANE OF PAVEMENT 5/8"X 3 5/8" KEYS SECTION A - A ft 4 • • I t co IFOR PIPE DIAMETERS LESS THAN 39"1 I . 2. 3. 4. 5. 6. A l NOTES "H" IS THE DIFFERENCE IN ELEVATION BETWEEN THE OUTLET PIPE FLOW LINE AND THE FLOW LINES OF THE GRATES. STEPS -NONE REQUIRED WHEN "H" IS 3'-6" OR LESS. INST ALL ONE STEP 16 "± ABOVE FLOOR WHEN "H" IS MORE THAN 3'-6" AND LESS THAN 5'-0", WHERE "H" IS MORE THAN 5'-0" STEPS SHALL BE EVENLY SPACED @ 12"± INTERVALS FROM 16"+ ABOVE FLOOR TO WITHIN 12"± OF THE TOP OF THE BOX. PLACE STEPS IN WALL WITHOUT PIPE OPENINGS. SEE DRAINAGE DETAILS D-76 . PIPEIS) CAN BE PLACED IN ANY WALL. REINFORCING STEEL NOT REQUIRED IN WALLS WHEN H = 6' OR LESS. REINFORCING STEEL IN WALLS SHALL BE #4 BARS@ 18± PLACED 1-1/2" CLEAR FROM INSIDE OF BOX. WHEN CONCRETE CURB IS USED THE CURB SHALL BE MONOLITHICALLY CONSTRUCTED WITH THE INLET. MISCELLANEOUS IRON & STEEL INLET TYPE GRATE TYPE WEIGHT GD-I 24-12 580 H T 8'-0" OR LESS 6,, 8'-1" TO 20'-0" 8,, -CUT 9/16 OFF ENDS OF BOLTS (BOLTED GRATES) OR (WELDED GRATES). BOLTED GRATES TACK ONE NUT TO BOLT OR THREADS TO HOLD ON I- e • • co FRAME AND A ' r0 2 TYPE 24-12 j --GRATES I • N , ' I- T 3'-10 1/2" T PLAN BARS FOR WELD PEEN E NUT. t co ' !'- 'SI" I • r0 GD-I DRAINAGE INLET§ 3/4" 0 GALV STEEL STEPS ST IN PLACE I I CO I LS t" 0 " 24" DIA -4 -!"0 LONGIT t 0 I • r<) • • 0 r0 t l.() • • •-N 5,, • • (D 4~ 48" DIA 48"X24" ECCENTRIC CONE ,,: •• . 5,, •• • t ,:j l.() 48" D I A • •• 5" • : .. -• 48"X30" MANHOLE PIPE 48"Xl5" MANHOLE PIPE MANHO[ FRAME & COVER PER STD -L • • • 4½" D-• • A • • • • •• • TOP OF CONE SHALL BE PLACED A MINIMUM OF 6" BELOW BOTTOM OF ROADWAY STRUCTURAL SECTION OR A MINIMUM OF 16" BELOW FINISH GRADE, WHICHEVER IS GREATEST. SURFACE* ~ 1/, zx P .• .: .. f> COILS!" 0 <I A:~. •• 3 PAIR !"0 LONGIT A • • • ·- TYPICAL SECTION 48" ID ECCENTRIC CONE MANHOLE ~- DIST COUNTY ROUTE TOTAL PROJECT A NO. SHEETS 12 Ora I , 73 k G· REGISTERED CIVIL GINEER 16.25/16.40 0.0/ I .o 77 173 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 . GIFFE 42154 xp.3/31 /9 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 NOTES: I. SEE STD I 12-L FOR MANHOLE FRAME AND COVER DETAILS. 2. SEE STD 404-L FOR MANHOLE STEP DETAILS. MAX SPACING=17". 3. CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 4 . 5. THE MANHOLE PIPES AND GRADE RING SHALL BE ARRANGED IN ORDER OF LONGER TO SHORTER LENGTHS FROM BOTTOM TO TOP, MANHOLE DETAILS SHALL BE S MITTED TO THE ENGINEER FOR APPR AL. *PAVEMENT TO BE !SHED MINIMUM 1/8" ABOVE MANHOLE AME. -SURFACE STEP-SEE - .. - N r0 4-+--, -N t (D 3/4" ROUND GALV ·, STEEL STEP SEE DETAIL A 4 t=±=:::!====±=:::J.-•. SEE DETAIL B FOR STEP SPACING ~-t'~.:r-f--::t SEE 48" REINF CONG MANHOLE DETAIL <I N 4,. 4' 0 -• • 0 • "1" STD ~ w • • Q__ 0 •• -• 2'0' n.. N ~ WELD(TYPl DETAIL A WELDCTYPJ WELD TO FRAME 6" RISER IPE AL TUBE 2"X2" AL ANGLE BENT TO FIT EXPANDED ALUMINUM MESH 2"X2" ALUMINUM ANGLE EXP AL MESH 2"X3" ALUMINUM ON SHEET ---,.,,,.,,. ,/ ~. "" ~"" -,-,,,--.,./' 1•· -~,• \r.:~ -·· FOR STEEL SCHEDUL SEE STD 307-L -~-/ 1-----'r--l------i . . . ---~: _.·4·;,._-,,tf .• - • , 4 .. MH NO 2 48" ID ECCENTRIC CONE MANHOLE ,.~ ·~ ,/[).EEP MANHOLE RISER PIPE NOTES: DETAIL 3/8" SS ANCHOR BOLTS 18" OC, 3" FROM ENDS 3" MIN DEEP I. WELDS TO BE HELi-ARC PER AWS 2. FOR BASE SEE STD 307-L. 3. FOR PIPE & CONE SEE 48" MANHOLE ON THIS SHEET. DRAINAGE DETAILS LANDINGS@ NO SCALE D-21 -N lll ill "' N <( "' 0 '-" .,_ ~ C, C, FOR REDUCED PLANS o 2 3 ~ L ___ F'.:._'.:O~RM~DC:_::-.'.:'._'.OE:.:_-:_:92::::.'.-P::.:.F_..:.<~RE:..".:V.:__::3~/8:'..:'.8~) ----------------------------------~OR~IG:::IN::A:,:::L_S:::.:C:.:A:'.:.'LE'.:.....'.::IS::_____:IN'.......'..'...IN:::'.CH_::E:::'._S_.=::::::':::=:=::=::::::::::::=:::::::::=:._ ________________________ _j_c:_:u:_.:...:' 2:.:2:.:0:..:8:_ _____ .j...:.E:.:.A_:_00:..5=-3=-3:...:..I --------l~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S l l X 0 w >-Vl (1) > 0 w w a: V) w > f-w <( 0:: 0 X W LO LO f-m m <( ' ' m m :::;; I- <:( :::;; , U) ' O>->-wa:i a) f-0 <Cw 0 _J w :::JZ ~ u<.::> u _J(/) w <CW :r: uo u f-::c :r: X (.!) -V) ::c 0:: (/) LJJ > >-0 z ~ (.!) V) - LJJ -:> Cl X X I . 2. NEW OR NOTES JOIN PIPES AT INVERTS. REINFORCEMENT SHALL BE PLACED I 1/2" CLEAR FROM OUTSIDE DIAMETER OF PIPE. I , . . -' b. ::.L-+~=-:!~~ ~-~to. 3 -#4 EACH FACE -#4 @ 12" SECTION C-C 2 ' I ' TYP NEW OR r====4~1=r11,/f1~i.:.il~EX I ST p I PE ~~ . I Q,C) /, 0 gO ~I • A • - EX I ST PI PE ______, #4@ I 2" 3 -#4 PROFILE 4,(.;" 72'' CONCRETE COLLAR@3) 217.0 RIM SWALE PER ~ I 2' • ts. GRAD I NG PLAN \---~ -~---.., ~--- TOE TRANS __ 7_..,,1 WALL / 216.5 RIM 20' V-DITCH PER DETAIL ON SHT 0-18 AND DRAINAGE SHT D-8 COMPACTED EARTH SURFACE 1.5 1[:;: SECTION A-A (TYPICAL) V-D ITCH INLET TRANSIT I ON@ NOTES: RISER PIPE SHALL EXTEND TO "ELEV. A" ELEVATION A, D1 ,D 2 ,L 1 ARE SHOWN ON PROFILE. CORRUGATED STEEL PIPE SHALL CONFORM TO AASHTO M-36. N = NUMBER OF BARS ON GRATE ASSEMBLY GAGE OF PIPE FOR DIAMETER D2SHALL BE SAME AS FOR RISER. DI D,, 18" 40° 30" 24° D1RISER DIAMETER I 8" TO 27" HOLD n DOWN 9 2 15 3 CSP GAGE 16 I . 2. 3. 4. 5. 6. RISER AND STUB SHALL BE SHOP FABRICATED AND GALVANIZED AFTER WELDING. 30" TO 39" 14 SEE DETAIL FOR LOCKING DEVICE : N , ELEV A t l.O SLOPE TO CONC APRON 5' DIA ALL AROUND, SLOPE PER ADJACENT GRADE. _J OMIT WHEN RI SER IS CONG SLAB 1/ I , DRY PACK 6" MIN LOCATED INV-DITCH. OMIT WELD ELEVATION RING OD (TYPl 45° "n" PLACES 1/2" CSP 1/2" STD PIPE OR MILD STEEL BAR l/4"X 2" WIDE 3/4" HOLE TO MATCH TOP PLATE BOTTOM VIEW CAGE RETAINER RING 8,, 8,. MIN.,._.,,..._MIN CONG COLLAR CSP RCP OR AP SCARF AND WELD 5/S"X 5/8" SPACER \ ' 8., ALTERNATE JUNCTION 7/8" .. , 2 l/2"X 2 l/2"X 5/8" STEEL BAR (TYP) I _. TEFFLON TAPE 1/2" ALLEN BOLT HOLD-DOWN _R_I_S_ER __ I N_L_E_T---1(@ DIST COUNTY ROUTE SHEETS 12 Ora I , 73 16.25/16.40 0 .01 I .0 78 173 • /} Ill,:-> /2~ ,-If,.,-~ 9/15/95 =R=EG_,,.Tc;.,ER:zi-E..,_D,_,_C=1v""'[""'="EN:..:::,,.,,.,N=EE=R-DATE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 . JOHN .MCCART 47583 p,12/31/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 w 3j (LI ~I OI I /2 "X I 1/2" X 1/4" ul ANGLE 1/4"" \ 1/4" 1/4" STEEL PLATE PLATE STIFFENER 1-6 1/4" 114 .,tSEE NOTE 5l SEE PLATE STIFFENER DETAIL HEREON • -3/4" HOLE, HOLD DOWN, EQUALLY SPACED, -f ,::;;::==t==:!1--~-CENTER OF HOLE I " D /2 FROM OD OF PLATE DI + 5" BOTTOM VIEW TOP PLATE DRAINAGE DETAILS NO SCALE D-22 ·I i -0.. I I I I I ~ ~- ~ , § i I :; i ~ 3 !t ! c:, c -~-.Z "' .... 8: 0 C, => t. FOR REDUCED PLANS o 2 3 L __ ~F'._'.:0'.':'.:RM~DC~-~oE:-9::_:2_2-P::F ~<R~E'!_.:.V,_23~/8~81'._ _________________________________ _:0~R~IG~IN::'.'.A'.:.L__:S:,:C:::_A::LE:.._.'.::IS~IN~l::NC:::H'..:E:.S _.':::::~:.:=::::::::.:=:::=::::::.:=:::::==:.......------------------------_LC::,::U::_:._:I 2:_:2:_:0:,::8:_ _____ ~EA=-=0:::_0~5~3~3::_l~=-=-=-::-:::-:-c::-:-:---l;!; CITY OF NEWPORT BEACH DWG. NO. R-5683-S X a w >-1/) co > a w w 0:: 1/) w > I-w <( 0:: a X w I{) I{) t-m m <( ' ' m C1> V) ~ ~ C) , ' Cl>->-wee cc t-a <tw a ....Jz w ::J (.!) ::.<: U-u ....JV) w <CW ::c ua u I-:I: :x: X (!) V) :I: 0:: V) w > 0 >- z ~ (!) V) J Li.I _,? _,,P ,,,:. -;,. i,.,C ="-=~~•=~ "'"" 0 X X t FORM DC·OE-92-PF <REV. 3/88) R/\J MACARTHUR: $" VCP CNB 8" ACP CNB I I I •• ,a-•" (I) ,,:;; ' tt> ·t'V -- . • :;i (ji I rn -- BOULEVARD 120 -~-,,_,~ ho>"=•~- •~~'-~"•~ -- s;•'efc:P CNB U nr-n~NO\ ~~.~(' E'•~CE \ FOR REDUCED PLANS 0 2 ORIGINAL SCALE IS IN INCHES .,._-R/\J ' • : l , . s.",.I -_.,;, vi "-' . ~5>\ -- BOULEVARD ,.,~ ===-~n -f-. ;,J . \ \ ,. /?,j' , ,, 0'., ), :~;t;, \ \::::,. '\ '¾ '.,<?p '\ ·~\ \ \ \\ ·.\•. ~ ·~·· «' > . • . . . · . . "·~· . ' • •. ••. . . 3 \ .\ \>· -z\ \ ~', ": ' '\ ' /"" \ • ... '" 1 1,, " ., ' ' ·,,-, '-, \;,,_ -. /4,. • "' -·~t- ·"'·· . , -- ----- DIST COUNTY ROUTE T 12 Ora I, 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I 6 ,._25/ I 6,. 40 v.0/ I .v 9/15/95 oFESS/o DATE ICHA J. BRUZ ~ No. 36 198 "' p. 6/30/0 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE @--CONST PCC SIDE\./ALK PER CITY OF NE\./PORT BEACH STD-180-L §--FURNISH AND INSTALL 2" \./ATER SERVICE PER CITY OF NE\./PORT BEACH STD-503-L &FURNISH AND PLACE TRENCH RESURFACING PER CITY OF NE\./PORT BEACH STD-105-L GENERAL NOTE: 2. ALL WATER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STANDARD DRAWINGS AND SPECIAL PROVISIONS, 1994 EDITION. PCC SIDEWALK SHALL BE REMOVED AND RECONSTRUCTED TO NEAREST SCORE LINE. \.JATERLINE PLAN SCALE: 1"=40' \./-1 cu 12208 EA 005331 CITY OF NEWPORT BEACH OWG. NO. R-5683-S 0 ::,, 0 ::,, to IX) IX) (l) N z ::, ,: N {D w U) (!) ti. . :,, Q_ . D D ::, .. " a i I I \;\-.. "' ~ z r § ~ g " 'lJ ~ I " ~ .~ ."?' ... X Cl w >-Vl OJ > Cl w w 0:: l/l w > t-w <t 0:: Cl X w l.O l.O t-"' °' <t ~ ' °' V) ~ ~ .., ' Cl>->-WOJ OJ I-Cl <t w Cl -'z w ::::, t:) :SC u_ u _fl/l w <2:W :c UCl u t-::c :x: X (.!) -Vl ::c 0:: Vl w > 0 >- z j (.!) Vl ~ w Cl X t!s X t 12" c,~ R..:p1ace✓.1 Vvlth 12'1!!2''¼!>" T~ f. 7' V·7' ,1•.a· &ltlU,1~ Piping l'l.ffl NTB EXIST 12" ACP EXIST 3" GAS LINE DISASSEMBLE AT NEAREST JOINT-_ ·~~ ,.,,,,, '~"'-. EXIST 21 ;;-----=:·-., ·····• ~. }ii. STORM DRAIN ' EXIST 6" WATERLINE (ABANDONED IN PLACE) '-.._ o,;,1naJ M~m~nt (D11e'1e& Une) l' • fa' STA 131+15.16 . ~ -----------"""•✓ '~ =ST A 6+ 76. 1 t:, .a:. ,. i:;, \.-~, < I DI SASSEMBLE.:f-,A T"' NEAREST JOINT UNDERGROUND POWERLINE SCE S T A 1 2 9 + 5 0-,-32.,---•·- = ST A 1 0t-00. 00 ··, // ,., F.9. ~·. 4" t," DIP ------18'•0' -------1 SECTION NT5 / / • I 5. J ·ii'\:, ! "'{ i' ,"••·-¼, ' ' ~ zi ·ro 6' ..,_-R/W 1 0 ' ' <?p ,,,.· ~ \l"' ,,_ . «' . . • • ' PULL )□INTS AS NECESSARY -. TO ACCOMOOATE ALIGNMENT i ' • .• -- C::' BOULEVARD --- 133. CONSTRUCTION NOTES 0-PROTECT IN PLACE ~FURNISH AND INSTALL 8" P.V.C., ~-CLASS 200, SDR-14, WATER MAIN Q_REMOVE INTERFERING PORTIONS OF ~ EXISTING WATER MAIN AND FITTINGS W.--FURNISH AND INSTALL 6" R.W. GATE ~ VALVE, FLG. X M.J. WITH RETAINER GLANDS PER CITY OF NEWPORT BEACH STD-508-L W FURNISH AND INSTALL 8" R.W. GATE ~ VALVE, M.J. X M.J. WITH RETAINER GLANDS PER CITY OF NEWPORT BEACH STD-508-L Q--FURNISH AND INSTALL 8" R.W. GATE ~ VALVE, FLG. X M.J. WITH RETAINER GLANDS PER CITY OF NEWPORT BEACH STD-508-L ~FURNISH AND INSTALL FIRE HYDRANT ~-ASSEMBLY, 6" X 4" X 4" X 2-1/2", INCLUDING LATERAL CONNECTING TO VALVE Q __ PER CI TY OF NEWPORT BEACH STD-500-L ~FURNISH AND INSTALL 8" X 8" X 6" @-D.!.P. TEE, FLG. X FLG. X FLG . FURNISH AND INSTALL 8" X 6" D.I.P. REDUCER, FLG. X FLG . ~FURNISH AND INSTALL 6" A.C.P. TO P.V.C. ~ ADAPTOR COUPLING Q. FURNISH AND INSTALL 2" WATER ~ SERVICE PER CITY OF NEWPORT BEACH STD-503-L Q_FURNISH AND PLACE TRENCH RESUR-~ FACING PER CITY OF NEWPORT BEACH STD-105-L §-REMOVE EXISTING THRUST BLOCK 0_-FURNISH AND INSTALL 6" R.W. GATE ~ VALVE, FLG. X M.J. WITH RETAINER GLAND PER CITY OF NEWPORT BEACH STD-500-L §-FURNISH AND INSTALL 8" X 8" X 6" D.I.P. TEE, M.J. X M.J. X FLG. PER CITY OF NEWPORT BEACH STD-500-L Q_FURNISH AND INSTALL 8" FLG. TO M.J. ~ AD APT OR Q_FURNISH AND INSTALL CONCRETE THRUST ~ BLOCK PER CITY OF NEWPORT BEACH DIST COUNTY ROUTE 12 Ora I, 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16,._25/16,._40 u.0/ I .u ()fESSlo !CHA J. BRUZ 36198 ·---- p 6/30/ CIVIL OF ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 STD-510-L-A Q_FURNISH AND INSTALL 6" P.v.c., CLASS 200, ~ SDR-14, WATER MAIN &FURNISH AND INSTALL 12" CROSS, ALL M.J. ~-FURNISH AND INSTALL 12" P.V.C., CLASS 200, ~·SDR-14, WATER MAIN '°'--FURNISH AND INSTALL 12" P.V.C. TO ACP ~ ADAPTOR COUPLING §-FURNISH AND INSTALL 12" CLASS 150 BUTTERFLY VALVE, M.J. X M.J. WITH RETAINER GLANDS PER CITY OF NEWPORT BEACH STD-508-L Q____FURNISH AND INSTALL VALVE ANCHOR BLOCK 0-PER CITY OF NEWPORT BEACH STD-510-L-C 8--FURNISH AND INSTALL 12" X 8" D. I. P. REDUCER M.J. X M.J. GENERAL NOTE: ALL WATER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STANDARD □RAVINGS AND SPECIAL PROVISIONS, 1994 EDITION. \.JATERLINE PLAN SCALE: 1 "=40' 'w-2 N 0 ::,, (j) co co m N z :::, :E: N '-" w (J) '-" LL. . 0 0 ::, FOR REDUCED PLANS o 2 3 •· L __ _:F:_:::0:,RM::...::D::::C.:_:-0::;E~-9'..'.:2.:.:-P..:.F..,:<:,RE:.,:V:.:_·.....::.3/'...'.8:;'.8:_> ________________________________________ ,.::'.O.:,:Rl:,:::G::IN'.:A.'.::.L....:S:::,::C:::A~L.'.::.E_:l~S_:l~N_:l~N.'.::CH'..:'.E::S:_....::=:::::=:::==::::::=:=:=:=::::::_ ___________________________ _L:_C::U_.:_l_:2::2:.:0:,:8:_ _____ __j~E:.'.A::'._~0~0_::5:_::3:_::3:_:I _______ _Jc3 CITY OF NEWPORT BEACH DWG. NO. R-5683-S I I I I I ' I I I X 0 w >-(/) co > 0 w w er: V) w > f-w 4 er: 0 X W LO I.Cl f-a, a, 4'-' a, a, (/) ::E ~ 0 -:, ' O>->-wco aJ f-0 4w 0 _J z w :::i C) :,£'. u_ u _J(/) w 4W I uo u I-:I: ::c X <.:) -(/) :I: 0::: Vl w > 0 >- z ~ (.!) (/) -w ..., Cl X :5 z a: 0 u. :I C CJ X u. 0 w ~ I-(I) dP FORM DC-OE-92-PF tREV. 3/88) NOTES: I. LOCATION OF UTILITY FACILITIES SHOWN ON THESE PLAN WAS OBTAINED FROM OWNER'S RECORDS. 2. ADDITIONAL LOCATIONS AND ELEVATIONS OF HIGH RISK FACILITIES, AS REQUIRED, WILL BE DETERMINED AT TIME OF CONSTRUCTION. ·{&,, ,,,% •,<(. w;\ fr" ?/ r,·· f''/ {, J/ .l--' _-i// .+;: ' ,., ',) / ,"'\. " ., ,, ~--<' // / / / . / / FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES CNB SCE SCG TV E G s w HP ABBREVIATIONS CITY OF NEWPORT BEACH SOUTHERN CALIFORNIA EDISON COMPANY SOUTHERN CALIFORNIA GAS COMPANY CABLE TV ELECTRICAL GAS SEWER WATER HIGH PRESSURE STL STEEL 2 3 I UNDERGROUND POWERLlNE SCE DIST COUNTY ROUTE L s 12 Ora I , 73 16.25/16.40 0.0/ I .0 173 CIVIL ENGINEER 36198 PLANS APPROVAL DATE No. 6/30/ CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 Exp. OF ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 N I => 0 z CONSTRUCTION NOTES 0---PROTECT IN PLACE UTILITY OWNERS ELECTRICAL: SO. CALIFORNIA EDISON CO. 7333 BOLSA AVENUE WESTMINISTER, CA. 92683 CONTACT: CHRIS CARTWRIGHT (714) 895-0246 TELEPHONE: PACIFIC BELL 1452 EDINGER AVENUE, RM 1331 TUSTIN, CA. 92680 CONTACT: BILL LOWING (714] 259-4476 GAS: SOUTHERN CALIFORNIA GAS CO. 1919 SO. STATE COLLEGE BOULEVARD ANAHEIM, CA. 92803 CONTACT: JESS SALAZAR (714) 634-3049 WATER, SEWER, STORM DRAIN: CITY OF NEWPORT BEACH UTILITY DEPARTMENT 949 WEST 16TH STREET NEWPORT BEACH, CA. 92663 CONTACT: JEFF STANEART (714) 644-30 I I UTILITY PLAN SCALE: I "=40' U-1 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -0 :::, -0 :::, (D C() C() (J) (\J z :::, ::a; (!) "-• 3: "-. 0 0 :::, .. 'SJ" 0 I l I I ,, i g 0 ..... ·.11 °1 I ~ 1Ll X 0 w >-(/) aJ > 0 w w a: (/) w > f-w <( a: 0 X w l() l() f-0) 0) <( ' ' 0) 0) V, ~ ~ (.'.) -:, '-O>->-W[I) aJ 1-0 <Cw 0 _Jz w :::JC) :,,: u_ u _J (/) w <CW I ~::} \ uo u 0 0 • U') -N I + ::::> t--- I-:c I X (.!) -1/) :c a::: (/) w > 0 >- z ~ (.!) --1/) '"") w 0 0 -z <( ✓t,,-I-I-w Cl) =---•~""·'·-w,;,,,,NNo -"-"' w I w Cl) z Cl w _j w Cl) I (.) I-••~• ""= ·a=v, <( :::E ! .. %,. ~, I --"'<j ,\ ---.,_, X ,,c -I l I -..I ,c (,) X II. 0 Ill i§ ~ ... co dP \i' -- I UNDERGROUND POWERLINE SCE .y, I I ,= ~-----~~._. "-·--.. ------,.,~-,,,,_.. -.,,.. • ' ' ,., .,, ----= •,.," ., ----,. .. , .... " "" 110 6" ACP CNB .. , .. ~ . .,. --"- I D R/W ./ ,. _,.,_\ .\ ~<? J BOULEVARD DIST COUNTY ROUTE TOTAL PROJECT 12 Ora I , 73 CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16.25/16.40 0.0/ I .0 9/15/95 DATE 173 36198 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0---PROTECT IN PLACE UTILITY PLAN SCALE: I "=40' U-2 N 0 :::, N 0 ::, 0::, ro co m N z :::, ::e <') U- . a a FOR REDUCED PLANS o 2 3 ~ L __ _:F_::0::_:R:_M...:D'.::C....'.-0'..:E.....:-9'..'.:2....'.-P.:..F_:(~RE::_:V:.:_.__:::3::_:/8:_::8:_> ________________________________________ :::_0.:_:R'.'.:'.IG_:IN:_:A::_L_:S:'._'.C~A:'.:L::.E_:l'.::'.S_l~N~IN::::_C'.,'.'.HE:.::S::..__=::==:::::=:::::::=::::::=:::=:=::::~~---------------------------_J__:::.C_:'.U_'.l.:_2::.'.:2~0~8:'._ ______ L=.E~A~0~0'...:5'...:3::3:'._l~ _______ J~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S 0 .... - I' I\ f: [: i' [: 1' i t· ' 0 f,' \· ; [: t ), s '& ,; .,: f 0 ,, 0 ::u :,;: 0 n ' 0 fT1 I "' N ' -0 ,, -::u fT1 < . C. ' a, co - 0 .,, ::0 0 C) ::0 z ::u l> rn 'CJ C (/) 0 n rn )> 0 r rn "ti r -)> (/) z -(/) z z n :r: rn (/) 0 N vJ (") C N N 0 (X) n1 fT7 )> 25 -i • zo -<1 O 0 u, (;J (;J . 't~!~ : 1. ::0 fT1 ~-l I :e Y,, .• u, -o ,,,1.g;· ,§6 <.,J -i , I •. i Vl CD ' 1"11 , ·I l> \ t 'i X X X STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DESIGN OVERSIGHT CALCULATED/ DESIGNED BY 'ft lDHrans JIWY SHIH CHECKED BY '"..:: ;,_: (f) 0 )> r fT] •• : II .i:,. 0 • C I 0J \ SEE SHEET NO U-2 MATCH LINE STA I 16+00.00 ,y ';, \ , 1Jtr' ,,,,t ; < .,, 11 , , , , I ; :,,f \I iK ':i' v, Ji , L,,:·::' '.: \;, i 1 ' ·1 ~~ ' ; : ,,,, ,, ,,,'7"'h ! I ' , ,, '(' y:··~"'.:''.'.;·-~·•·,J,;:·: 'i , ,i I ' ' 'Y' • U.ll .. ·\ C: z 0 /'fl~!\ . Ji ' t ; ,\ ',l J I i, .··'· ', ;,',~ '. >;::.\ i O j; ,; > ·.; i;,r.;. 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VI -LLJ """) w _.J w (./) I u I- Cl <( ~ X X FORM DC-OE-92-PF <REV. 3/88) R/W MACARTHUR 126 .......... ·r ... ......... . ........... . 127 C"~ •,OR~ W, ~w•• r-:s· ·,f~ ,, ', ',..f 128 R/W SCE I ·i : ·-.,./ . ' . . ) .. • .• I . ' --G) C ("1 r R/W FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ,,, ,,, ,,~ I 'J:i ~,,, i----R/W 0 12" ACP CNB \ SEE WATERLINE PLANS FOR NEW CONSTRUCTION ;:-) --:> R/W / 2 3 DIST COUNTY ROUTE NO. 12 Ora I , 73 16.25/16.40 0.0/ I. 0 84 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ~'<'orESSlo,v4< MICHAEL J. BRUZ 36198 p, 6/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES CD--PROTECT IN PLACE UTILITY PLAN SCALE: I "=40' U-4 cu 12208 EA 005331 AL TS CITY OF NEWPORT BEACH DWG. NO. R-5683-S ~ e " • :1 s ! ·• ~ C ,. • .. £ 2i I " 0 ::, " 0 :::, f (0 00 z 00 ! (J} N z I i ::, :::. (') i I t,.. . ;;: n. . 0 0 ::0 .. " a X X X X X >-a) 0 w V) > w 0:: w l() I-(11 <( '-(11 V) i '-O>-wco 1-0 <(w .....I ::::iZ uO ....JV) <(W uo t-:I: (.!) V) a:: I.J.I > 0 z (.!) V) I.J.I 0 ,c I cJ IL 0 ~ 0 w V) > w 0:: w I- <( 0 l() (11 '-(11 :::. 0 """) >-co 0 w ::.'.'. u w I u :c :c (/) >-~ -'"") t FORM DC-OE-92-PF (REV, 3/88l I 0 0 • - 144 ------- ---- FOR REDUCED PLANS o 2 3 ORIGINAL SCALE IS IN INCHES fl Jj // ;-f ,. i /,/ "· t/ NOTE: / AL DIST COUNTY 12 Ora ROUTE I , 73 TOT AL PROJECT 16.25/16.40 o. 0/ I .o NO. SHEETS 85 173 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ~l'-01'ESS10,v4, MICHAEL J. BRUZ i3 _____ , ~ No. 36198 p. 6/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 THERE ARE NO KNOWN SUBSURFACE UTILITIES WITHIN THE RIGHT OF WAY LIMITS SHOWN ON THIS PLAN SHEET. cu 12208 h --,.L.~f.tL--: ?e> ____ .... ·---· UTILITY PLAN SCALE: I "=40' U-5 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -If) 0 :::, If) 0 ::, <D 00 00 (J) N z :::, ::;c (') L... i·.· i!; ;J !B ♦ '.t' 0 i I I • i I I I X X X X X 0::: 0 >-co 0 w Vi > w 0::: w tr) f--()"I <( '-()"I \I) ;:;; ;:;; '-O>- WCX) f--0 <w _Jz :::ii..'.) u_ _JV) <(W uo I- :I: (,!) 1/) a:: I.JJ > 0 z (,!) 1/) I.JJ Cl ; a: 0 ~ ~ II, 0 ~ C ... "' 0 Lu Vi > LlJ 0::: w f-- <( 0 tr) O"> '-O"> ;:;; c., -:) >-co 0 w ::,('. u w ::r:: u :::c :::c (/) >-~ '"") t FORM DC-OE-92-PF (REV. 3/88) LO I ::::::> w w Cf) -_J :c (.) t- <( ::E R/W .......... ,, .. ,,_.""'""'•''""'-·--•·=·-= ~--,,.,,, i ; I J J I i I I .s:: 154 i ·. (/) w w tr: ' FOR REDUCED PLANS I I ORIGINAL SCALE IS IN INCHES / 145 ' i ! i I 0 l I I I I I I 11 ) I 6" MLCCSP CNB 2 3 <~·,., •. ,.,._; • 4,,1 . .. ,~ 0::: w 3: 0 w (L _J f--0 (/) (L X R/W ,,..S.m w 0 0 • 0 0 ~ + I 00 ::::::> ""3" 0 z <( I-I- "-'"""----. Cf) w w w I z Cf) _J w w I Cf) .-,. ~,.>--~.,.,,.-. /~, (.) I- <( :::;E R/W DiST COUNTY ROUTE 12 Ora I, 73 CIVIL ENGINEER POST MIL TOTAL PROJECT 16.25/16.40 0.0/ I .0 86 ?l'-ofESSlo,v4l MICHAEL J. BRUZ .OTAL SHEETS 173 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 36198 No, 6/30/96 i,_-t xp. CIVIL Op ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE cu 12208 "RECOIH) DRAWINGS" BASED ON CONTRACTOR'S RED-LINED PLANS DATE__ /-/#-412> UTILITY PLAN SCALE: "=40' EA 005331 U-6 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -.... \,I ' ' .. t I <D I 0 :::, <D l ; 0 :::, <D ~ 00 00 i I 13 (J) N , ~ z • :::, ~ ~ :;; ~ • ~ 1'l (9 l,_ . 3< (L . 0 0 ::, .. 7 0 X X X X X 0:: 0 >-co 0 LJJ V) -> w 0:: w I() I-Ol <( ' Ol (/) ~ ' O>-wco I-0 <Cw sz u0 _JV) <CW uo I-:::c <.!) V) a: w > 0 z <.!) Vl w a C -z IC 0 II. -... C u II. 0 w ... C ... fl) 0 w V) > w 0::: w I- <( 0 I() Ol ' Ol ::i, (.!) ---; >-co 0 w "<'. u w :r: u :I: :I: V> >-~ J di' FORM OC-OE-92-PF (REV. 3/88) (0 I ::::, 0 z 1-w w :r:: (/) w w (/) 0 0 • 0 0 + 00 "'q" - w z _J 149 ·~, ••••••, = -• .-. •••• " •• •• =•• ~~ •o•=• ·• ·~• ·••••~• •w= -"~'"' 0:: w 3:: 0 Q_ w _J c(9 o_"",..._, "o R/W ------------ ,.,., ... ~-• ,, .WW ,-, ,1/4''0•,=~,;,f~•"'•'"'-~•'YX""'>'•"""'"•'M-•-,==--""=< FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES /""'~' ,_,) . .,.,~,J·,~.,,/ J "{' ., '--{'j \ 'g::: ltj 3 0 w Q_ _J I-0 if) o_ X w -;,;_ -+---.---------------- 2 3 ------1 z 0 - • 0 0 DIST COUNTY ROUTE T NO. 12 Ora I , 73 16.25116.40 0.0/ I .0 87 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 9/15/95 DATE ~l'ofESSiOl{4, MICHAEL J. BRUZ 36198 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES ~PROTECT IN PLACE "RECORD DRI\Wli11GS" BASED ON CONTRACHJffS RED-UNED PLANS DI\TE-----/-/4(~_2.f? _____ _ UTILITY PLAN SCALE: 1"=40' TOTAL SH TS 173 U-7 cu 12208 EA 005331 CITY OF NEWPORT BEACH R-5683-S DWG. NO. • I • • • ! 0 ' ! '" • ,. z ~ I ► I I .. --.. ' ,, I I I l ~ z :,; 5 I ! " a ~ i 00 I • < • i • : • ~ D ' ~ '" i • ~ ~ 0 " i I «.. 'I ~ ~ j ..... I I ' ,f, 1 j -.... <JI• I I ~ :,: 0 r 0 ~ I 8 " ~ ~ ~ ~ ~ ~ • z ~ • ~ • Iii " ~ • ~ 0 ' I i Ii 1" I; C i ;; I I .l I I I I'-I 0 ::::, ~1 "-0 ::::, <D I ~ 0 co ~ co " I (J) r ~ N g ~ z r • le 1¢ ::, ::! ::; "' G. . 3: (L 0 0 ::, "<t 0 X 0 w >-V) co > 0 w w 0:: V) w > I- w <( 0:: 0 X W LO LO I-en en <( " '--en en V> :::'/; ~ (.'.) J '--0>->-WQJ Q) 1-0 <Cw 0 ....Jz w :::i (.'.) ~ u_ u _JV) LJ.J <CW :::r:: uo u I-:I: :t: x-(.!) V') :I: a:: I/) w > 0 >- z ~ (.!) V') -, w a ~ X ~ ... I§ I z ,c IC ... u. 0 ... z I Iii Q X 0 0 • ,.... 0 0 I + .::::> <D U) ~ - Alt" 0::: w t CL W ....J 0 CL \ ! ;f I / / ~$'· \ \ \ ~ ·, \ \ '-' ,. ' ··~ ' H £: <.; i DIST COUNTY ROUTE 12 Ora I, 73 CIVIL ENGINEER S M LE TOTAL PROJECT 16.25116.40 0.0/1.0 DATE 88 173 J. BRUZ _..c..;;._:;;_;.;.;:_;.:;.__,,.., PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 . 36198 " p. 6/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE "RECORD DRA1N!l\lGS" BASED ON CONTRACIOR'S RED-LINED PLANS D,~n:_ L-/4(-9t;, ··-- UTILITY PLAN SCALE: I "=40' U-8 -00 0 ::, 00 o· ::, <.O 00 00 Cl) N z :::, 2 '-" l.. . 0 0 ::, FOR REDUCED PLANS o z 3 .. L_ ___ :_:FO::_R::M:_D:::.,:C::._-,::::DE:::_-..::.9:::_Z-..:,_P:_F_:<:..::RE:.:V.:.. _..::.3:_:18:::8::._l _________________________________________ O'.:'..'.R.:_:l:::Gl:'.N::_A:::_L:_S~C~A~L:'.::E__..'.:IS~IN'......'.'._IN:'.::C::.'..H'.=E::S_~==::::==::::=::::==::::==::::==::__----------------------L_------LC_:::U~'.,'.J 2~2'.:0::::'.8 _______ ~E'.:A~0~0~5::3::'..3::'...'._I ________ _J6 CITY OF NEWPORT BEACH DWG. NO. R-5683-S I I I • l I I I I I ' X 0 w >-V) co > 0 w w 0:: Vl w > I-w <( 0:: 0 X w l.l'l I,{') I-C5'> 0-, <( '-'-C5'> C5'> V) ::E ~ c.., , '-O>->-wco CD 1-0 <i:w 0 _Jz w :::J (_') ~ u_ u _JV) w <CW :r:: uo u I-::c :I: x--(.!) -(/) ::c a:: V, w > 0 >- z ~ (.!) (/) -w --:, C) X X '.,.) ·~ i ' i i ' ------s----- 143 w > <t: 6::<'· Q <t CJ) 0 * <( I I GAS \ ., PRIVATE ' •• L.. SEWER - PA¢ IF I.CJ BELL 2 I " VCP/- CNB "'·~ ' fl ; ; / \ 'f, ;sf~EET 1t,,'I.Gl:lT[ CNB i 1~ l <.fl \ I \'· ., \ ! 30" GUN;] ED STL , ', R/W -I .::::, DIST COUNTY ROUTE I TOTAL PROJECT 12 Ora I, 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16.25116.40 0.0/1.0 9/15/95 DATE NO. 89 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES CD--PROTECT IN PLACE UTILITY PLAN SCALE: I "=40' SHEETS 173 U-9 Ol 0 :::, Ol 0 :::, <D ro ro ()) N z ::, ::. 0 ·~ . 0 0 ::, FOR REDUCED PLANS o 2 3 ,. L_ __ _:F_:O::_:RM:..::D::C_:-O:::E..:-9:::2_:-P..:._F_:<::.:_RE:::V:.:_. _::31:._:8::8:_) _______________________________________ :::_O.:.:_R~IG,:IN:_:A'.;:.L_S::'.:C:::_A:'.;:L:::;E_l:.::'.S_:'..:IN_::.:IN'.:::C'..'.:HE'::.:S~~==::::::=::::::::=:=:=::=:==:::::'.__ ___________________________ _L.:::'..C.:::'..U__'.l_:2:_'"2::0~8~------i-.'.:.E'.:.A~0:.:::0:.:::5:.:::3:'.::3:'._l'.__ _______ _J~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S J ffl • A e ~. " " H ~ i. ~ ll ·~ j ; ! {' I B i J' ' i ii i • p s i " 'i t i ~ Ii ;!) I X 0 w >-V) (X) > D w w n:: V) w > I-w <( n:: D X W LO LO I-O'I O'I <( '-'-O'I O'I 0.. Cl _j ;;:: J :c ' D>->-LiJaJ (X) 1-0 <Cw D -'z w ::J<..:) :,,:: u_ u _JV) w <CW I uo u I-::i: :::c: X C) -(/) ::i: a: Vl w > 0 >- z ~ C) --(/) --., w Cl X C ! -I C u X u. 0 ~ C t; t RT ETW FINISHED SURFACE V//2 2, t I ~-CHANNEL I ZER EPOXY 143 r-i f,>-"· ,,., """ ~-•=· .. ·"-=•p ! CONSTRUCT THIS STAGE i } 0 Cl <( u 0 > <jC ···-CENTERLINE OF TEMPORARY RAILING (TYPE Kl ( ) +t+ 0 ~ 0 t:,. ... ..... TEMPORARY CRASH CUSHION TYPE I I I BARRICADE WITH N3 MARKER CHANNELIZER (SURFACE MOUNTED) DIRECTION OF TRAFFIC PAVEMENT DELINEATION DETAIL (TEMPORARY)½ CHANGE OF PAVEMENT DELINEATION DETAIL ANGLE POINT ONE POST SIGN (TEMPORARY) TWO POST SIGN (TEMPORARY) } i ~t "TD&ct82. 4 7 i: ''"' ! "½ ' ' ' J ; i .oo•••""" ¼.,_,O -NC~~~ ,,,-"•'"~" ·-:; /'", 148+so:oo BE;G 4.5: I TRANS 149+50.00 ANGLE POINT END I 0: I TAPER END 45: I TR/\NS \ \ 146+10.00 vm,w~N O -•--•-•l; ov<~--~ l ! i ! 4" WHITE 50' (TYPJ 14' END 45: I TRANS 9 REMOVE EXIST STRIPING I ,.,.,.,.. . . .... ,. ..... ! ..,,___.[......,.R_/_W·--·4-,,-.. -.. -.... ,..,, .... ~I::: .. ~:-H"-t---- ,o~ •o•Nv, ,.,.,,, m" rn•oo, WVo' "•-• /;>,•-C'iSW!wdi<f&!!<IB'!e.=~--,~iX 278 \ \ \ REMOVE EXIST STRIPl'\8 4" WHITE ---------- 50' ( TYP l 9 38 PEDESTRIAN ACCESS (5'MIN WIDTH) AT ALL TIMES : l I i f [R/W ____ _ CURVE DATA NO. REFERENCE b. R A AC DIKE 13°08'00" 241 . 00' B AC DIKE 89° 34' I 5" 10.00' C AC DIKE 146°27'39" 2.00' DIST COUNTY ROUTE TOTAL PROJECT 16.25116.40 I 2 Ora I , 73 O. 0/ I . O 90 ~~ 9/ 15/95 REGISTERED CIVIL ENGINEER DA TE PLANS APPROVAL DATE oFESSJo ILBE . DICKSO 19417 xp. 9/30/9 CIVIL AL SHEETS 173 25 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 L 55.24' 15.63' 5. I I ' NOTES ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES @-FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN @-·FURNISH AND INSTALL CONSTRUCTION SIGN ON ONE POST OR TWO POSTS PER PLAN @-coNSTRUCT AC DIKE, TYPE B, PER CALTRANS STD PLAN A87 @-coNSTRUCT 4" AC OVER 6" AB @-PROVIDE TEMPORARY TRAFFIC SIGNAL CONTROL. SEE PLAN TS-7 @--REMOVE EXISTING CURBED MEDIAN AND CONSTRUCT TEMPORARY 12" AC DEEPLIFT BY TYPICAL SINGLE LANE CLOSURE PER STD PLAN T-1 I. PAINT STRIPING DETAIL 29 TO MAINTAIN 6' PAINTED MEDIAN ALONG IDENTICAL ALIGNMENT I. ALL CONFLICTING SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED PRIOR TO STARTING WORK ON EACH STAGE. 2. ULTIMATE STRIPING IDENTIFIED ON STAGE CONSTRUCTION PLANS SHALL BE PERMANENT STRIPING AS SHOWN ON THE PAVEMENT DELINEATION AND SIGNING PLANS. 3. PLAN VIEW DIMENSIONS REFER TO CENTERLINE OF TEMPORARY RAILING, TYPE K, UNLESS OTHER- WISE NOTED. 4. A MINIMUM CLEARANCE OF I FOOT (I 'l SHALL BE PROVIDED BETWEEN EDGE OF TRAVELED WAY AND TEMPORARY RAILING, TYPE K, UNLESS OTHER- WISE NOTED. 5. TEMPORARY RAILING, TYPE K, SHALL BE ANCHORED TO PAVEMENT PER DETAIL SHOWN ON THE CONSTRUCTION DETAIL SHEETS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. RAILING SHALL BE DELINEATED WITH CLEAR OR YELLOW MARKERS WHEN LOCATED ON THE RIGHT OR LEFT SHOULDER. 6. ALL CHEVRONS AND DIAGONAL MARKINGS SHALL BE PLACED AT A 45° ANGLE TO ETW. 7. LOCATION OF CONSTRUCTION SIGNS ARE APPROXIMATE, EXACT LOCATIONS ARE TO BE DETERMINED BY THE ENGINEER. 8. CONSTRUCTION SIGNS ARE TO REMAIN FOR THE DURATION OF THE STAGE UNDER WHICH THEY ARE SHOWN. 9. SEE CONSTRUCTION AREA SIGN PLANS FOR ADDITIONAL CONSTRUCTION SIGNS. 10. CONTRACTOR SHALL MAINTAIN EXISTING NON CONFLICTING ROADSIDE SIGNS AS DIRECTED BY THE ENGINEER. PERMANENT ROADSIDE SIGNS SHALL BE USED WHERE POSSIBLE. I I. R26S 112"xl8"l SIGNS SHALL BE INSTALLED AT 300' SPACING WHERE THE SHOULDER WIDTH IS LESS THAN 7'. STAGE CONSTRUCTION T TRAFFIC HANDLING PLAN 27.74' STAGE I 9.92' SCALE I "==40 ' SC-I 6.64' - 0 (;) if) . 0 C, ::, FOR REDUCED PLANS o 2 3 ·· L_ __ _::.:F0:::,:R::_M_:D:.:C-::.::0:::E·-.:_9:_:2·.:._:PF'..._'.'._CR'.'.::.EV:.:_.-=3/~8'..'.::8):_ ___________________________________ _:0::_R:_:.::IG:::_IN.:.:A:::.L...;.S:::::C::A:::.LE::....:.:1S::_::IN.:._::_IN:_:::C:_::HE~S:.__=:==:=:===:::::==:::::==:=:= __________________________ ..J...:C..::U_,.:l_:2:.:2:_:0_::8 ______ -J...;E~A~0_:0:.:;_5:_;3_:3...:_l=:::--:-,:==-==-:-~--l:;!; CITY OF NEWPORT BEACH DWG. NO. R-5683-S --.J ul X X X X X >-(l) 0 w VJ > w 0::: w L[) f--Cl'> <! ' Cl'> ' a.. _J J 0 w VJ > w 0:: w f-- <! 0 C, 3:: :c O>->-Wa:l (D f--0 <rw o ....Jz w ::) CJ :,,c'. u_ u _JV) w <( w :r: uo u ~ ::J: (.!) - V) ::J: er: (/) w > 0 >- ts ~ ~ -:, 0 I / i I / ,.✓-:~: .,/ ,-,e":;: ,,./ / / / j , i 6+00.00 END 55: I TRANS JOIN EXIST STRIPING VAR \ 6+00.00 7+65.00 BEG 55: I TRANS END TEMP RAILING 7+45.00 BEG TEMP RAILING BEG 10: I TAPER TYPE IV ARROW(LJ (TYPl 7+65.00 9+25.00 BEG TEMP RAILING IO' 9 25A 38 REMOVE EXIST STRIPING 4" WHITE 50' (TYPJ 134 R96 9+45.00 END TEMP RAILING I I Ii ii f'. 140 t IO ( R l I 35 6+30.0Q /'\ ·-,~ ' ·' ·-~-~--"''• ·" \ " ·,· " END TEMP RAILING TYPE IV ARROW(Ll (TYPJ 4" WHITE 50' ( TYP l REMOVE EXIST STRIPING 9 I I +00. 00 BEG TEMP RAILING BEG 10: I TAPER 9+35.00 -------~I ANGLE POINT ' END I 0: I TAPER R/W ''v»~o,e,,." ······1 ·f·•· ... ✓ 9 25A 38 PMG TYPE I V ARROW ( L l '-----' ( TYP l 7+10.00 ANGLE POINT END 10: I TAPER 6+90.00 BEG TEMP RAILING BEG 10: I TAPER REMOVE EXIST STRIPING R/W 9+70.00 END TEM I I I I ' •••. 12' I I ! IO(R i ,o/ ,r .3+40.00 38 g 25 I 1+26.65 ANGLE POINT · .. END 10:1 TAPER ./·"' •• f\ ,i:'05. 3 0 ,() ·-.. R/WJ ..... H 1.~:L·s '"«'"'" ROAb v_,_,-,.' • . /' ~~, .. ~;c~ rx'?t.'./ I DIST COUNTY ROUTE TOT AL PROJECT 12 Ora 1 73 16. 25/ I 6. 40 ' 0. 0/ I • 0 91 ~~ 9/ 15/95 REGISTERED CIVIL ENGINEER DA TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ofESSJO ILBE . DICKSO 19417 p. 9/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES JOIN EXIST STRl?ING .;, f-f' p /..,. 13+40. 00 EC / ,/ 22. 00' RT 1:~;:,:/\ 13+00.00 REMOVE EXIST STRIPING END TEMP RAILING 34' 8' 12' 6' 6' VARIES 27' TO 29' I 2 ' I I ' 10' I ' I ' I 2 ' VAR 14' TO EXIST v CURB {} {} ~ hir- u 16' EXIST CURB 1 --------@ - TYPICAL SECTION SAN MIGUEL DRIVE STA I 1+53.00 TO STA 12+78.00 NO SCALE STAGE CONSTRUCTION TRAFFIC HANDLING STAGE I SCALE 1"=40' PLAN SC-2 N 0 u (/) (0 co co a, N z ::, ::. (!) lL . Cl Cl ::, FOR REDUCED PLANS o 2 3 (.._ ___ F.:.:.0.:.:.RM:::...::D.:.C-.:.:.0:.:::E.:.:.-9:.:::2.:.:.-P_:._F.:.:.(.:.:.RE:.;V_:._·_.::3/:...:8.:.8:..) _______________________________________ :::,OR~l:::_Gl'.,'..".N.:,AL:_:S:'.::C::A:=L'.:.E~l::_S~l:::,N~l:::,NC:::;H2::E:.::S'.___::::::::~::::::l:=:::::=::::::::::::::::::::::::: ____________________________ _Lc::'.u::'._..'..l.:2.:2~0~8'...,__ _____ _J_:E::_A::_0~0~5_:3.:3~1 _______ _Ji CITY OF NEWPORT BEACH DWG. NO. R-5683-S ( -... w X X X X X >-OJ 0 w V) > w er: w I- <( 1--::c (.!) V) 0:: w > 0 z (.!) V) w 0 l() c;, ' c;, CL ....J J 0 w Vl > w er: w I- <( 0 l() c;, ' c;, >-OJ 0 w ><'. u w I u :::c -:::c (/) - I ' , I 2" WHITE J~EMOVfJ WH I TE EXIST. ~TRIPE ,op_.., .. __ ,_~-----·,-.,_, ,,,.._~,•---• ...... -~ .. , __ ,__._,~~--... •~,,~ .... <W<,, ......... , .. ~,,,.....,..., I --. .... ,,., __ _.,,,._., __ "_,.,,..., _ _,,,.._,_,.,.,. . .,,. __ ,_.,.,.~,--,.,x,-,,,,,,,._,,....,_.,.,. . .,_1, • .,. -><~·"''•·-,_,,, .. ,-;;,N,-,, _ _.,.__ .. __ .... , ... r ! 143 PACIFIC -1 r"""M·------ ! t • ·y,,, , _ _._ --, Li ' 0 -<,,_,_°'"""~O••~>NA" -~ 144 ' ' '"t 145 I ' JO I NJ EX I ST STRr P rNG l "'"'~--,0 101+50.00 END TEMP RAILING BEG 50: I TRANS WHITE 40' R (50' TYPl 27B R/W 9 3f3 • 1-z 0 o._' ) GJ .....J <.9 z <( L() "SI" + ['.. "Sf" '-"·"~-"""~'-""'' COAST ~~•-'. _._,~ ,,-" (/) z <( er: t- 0 tO 0 z w ; ! / j 1-z 0 Q_ lil .....J 0 z <( L() . s;r .. • (/) z <( er:: J:::. .. L()Q· tO tO + co (!) "SI" w mi + REMOVE E)~ I ST STl{TP ING •• • --~ "' , •o •• • ~• •-~n• "~ ''•'-• '"•~ "" .,,....., •--..o~--":'·.__..,. ____ ~-.-...,••a.o-, r=,~w,=,~1 ,,,,~,-~~"" ''""'""~$ \ ) I DIST COUNTY ROUTE NO. 12 Ora I , 73 16.25/16.40 0.0/ I .0 92 o,ESSJO ILBER . DICKS PLANS APPROVAL DATE 19417 No.~----- CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 Exp. 9/30/97 CIVIL ROBERT BEIN. WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE INSTALL TEMPORARY 0-FURN I SH AND RAILING, TYPE K, 0-FURN I SH AND WITH SCUPPER INSTALL TRAFFIC BARRICADE, TYPE I I I, INCLUDING N3 OBJECT MARKER 173 WITH CONSTRUCTION SIGN, SPACING PER PLAN 37' 3' EXIST CURB FACE TYPICAL SECTION PACIFIC COAST HIGHWAY STA 148+66.00 TO STA 150+75.00 NO SCALE STAGE CONSTRUCTION TRAFFIC HANDLING STAGE 2 SCALE 1"=40' PLAN SC-3 FOR REDUCED PLANS o 2 3 ~ FORM DC-OE-92-PF (REV. 3/88) ORIGINAL SCALE IS IN INCHES CU 12208 EA 005331 ;; L_ _ __.'..~~:'.'.:::_:'..'.:...'...'.......:.'..'.:..::._::::..:::'.'..'.._ ____________________________ ..:::_::::::.:.::~=:..:::__::::_.'.'..:'.....'._::::.'..'..'.::::'..__::::::::::::::=::::::=:::::==::::::=::::==---------------------..L:.:::_:_.==.::..:__ ____ +~:..:..::;..::_:.__:---=-------l~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S i .... __ -.... y I X X X X X >-ro 0 w (/) > w 0:: W LO t-er, <:t'-cr, 1-::r: (.!) V) 0:: w > 0 z (.!) V) w Cl 0.. _J --::, 0 w (/) > w 0:: w 1- <:t 0 Cl 3: :r: >-a) 0 w :,,:: u w :r: u :c -:c l/) c:: w > 0 co <( w w (f) z 0::: 1-0 (J) -, I (j) z (!) <( 0 0::: I-• / l / / I i / • 9 >- '----' <( 0:: 0:: <( u (D 0 0 • 0 0 + N 0 R/W (j) z r() <( N 0:: t-• 0 0 + .. r() 0 0 L{) a z w I I ' MACA THUR 27B 38 I , "-r '·f -,L 'cc ,·~-"·~c;:·,,-,_~-••a-.ccs:,_-;;:,;~,:-,: _.~'.:::~::_::;:~:~:,~~~~:;,~:--;,::~:,,~;;:_:;~~~~:~;::~r:.:~::::::;::::::::~::~ R/W 6.;J TYPE IV(R) LJ ARROW(TYPl TYPE IV(ll PMG ARROW(TYPJ / TT• Ii"'" '" ,/,L!,,o0, " / / I ,' / R61-13 29 9 135 ARD VAR I I ' I I ' I I ' -- DIST COUNTY ROUTE SHEETS I 2 Ora I '73 I 6. 25/ I 6. 40 0. 0/ I . 0 173 ~~ 9/ 15/95 REGISTERED CIVIL ENGINEER DA TE H I LBERT <'.:i-"' . DICKSON 19417 PLANS APPROVAL DATE p, 9/30/9 CIVIL CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 • LO N + t--- 0 <( 1- (f) w z CONSTRUCTION NOTES t 0-FURNISH AND INSTALL TEMPORARY W RAILING, TYPE K, WITH SCUPPER ..J @-FURNISH AND INSTALL TEMPORARY 3: Ll CRASH CUSHION, ARRAY PER PLAN O ~FURNISH AND INSTALL TRAFFIC GJ . BARR I CADE, TYPE I I I , INCLUDING CO N3 OBJECT MARKER WITH CONSTR- UCTION SIGN, SPACING PER PLAN ~ @-FURNISH AND INSTALL CONSTRUC- (f) TION SIGN ON ONE POST OR TWO POSTS PER PLAN @-PROVIDE TEMPORARY TRAFFIC SIGNAL CONTROL. SEE PLAN TS-7 , ,, ,, ,1111,1,11,,,,, ,, ,,, , ,,, VAR I ES VARIES 69' TO 71' 48' TO 52' I • I • IO' VARIES 2r-3• I I ' I I ' TYPICAL SECTION MACARTHUR BOULEVARD I I ' STA 1O3+OO,OO TO STA 1O5+OO.OO NO SCALE 23' EXIST STAGE CONSTRUCTION TRAFFIC HANDLING STAGE 2 SCALE 1"=40' PLAN SC-4 FOR REDUCED PLANS o 2 3 ~ FORM DC-OE-92-PF (REV. 3/88) ORIGINAL SCALE IS IN INCHES CU 12208 EA 005331 i::l i__ _____ .......:...:....:.;;:_.:.:____.::;_ ____ _;_;_ _________________________ :::.:..:.::::.:=.::....::::::.:::.::.:::....:.:::.....::.:__:.:.:::::.:..'.~-=====~=======------------------_J~.....'....=.'.~----E~:=::_ _____ JM CITY OF NEWPORT BEACH DWG. NO. R-5683-S - X 0 0 • 'q" 0 I 0 u + (J) CD - 0 w >-VJ co > 0 w w 0::: VJ w > I-w <[ 0::: 0 X W LO LO I-CT> m <t '-'-m CT> a. Cl _J 3: --:, I '-O>->-wco Cl) 1-0 <rw 0 _Jz w ::::i C) ~ u_ u _JV) w <l'.W I uo u I-:r: ::r:: x-(.!) V) :r: a:: l/) w > 0 >- z ~ (.!) --V) J w Cl 0 0 • 0 I-0 :c + l!) (.!) N - z a::: 0 <( -~ w I-X ... > a: (J) 0 0 I co w ,c <( z a: ... ~ w _J w !i: (J) :c w u i! I-a: i <( ~ X t N CTl • co N + Lf) N - JJ • "' '•• w•~·•Nc ; ' ' 0::: w (L <( f- - •• 0 <D 0 z w 9 R/W -R/W 29 118 EX L$T $JR If' I Nl2 .. , TO REMAIN f" v•, "'"''" '•""-" <~ ,a,,=v,•wO~•-•••• i (/) 0::: zw <( (L 0::: <( I-f- N CTl -- • •• •• co 00 N <D <D + <D 0 0 N WW 131 -al Cl) R/W 0::: w (L I-<:( z I- N - CTl 0- • (L •• co 0 0 WN + _J co 00 N zz -<( w 119 123+83.50 END 60: I TRANS JOIN EXIST STRIPING --R/W ------ I 0 VAR DIST COUNTY ROUTE TOT AL PROJECT NO. 12 Ora I , 73 16.25/16.40 0. 0/ I • 0 94 ~g~ 9/ 15/95 ESSI REGISTERED CIVIL ENGINEER DA TE of o1v PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ILBER . DICKS 19417 xp. 9/30/9 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES • 14725 ALTON PARKWAY O IRVINE, CA. 92718· 0 + I- CONSTRUCTION NOTES ll) L,_ NW _J <( 3: I-0 SHEETS 173 ,,,,-,•_0-J;DU<'C:V.'Cc.'C>'1>C'"'''°'""''""""'""''•~'""''·~<-•,c~•,,,,~,,.~~,«;,"''"""'~'-'''~'-•""" ,cc;,,;u,c«c;.,c;.~;,~,;C,,r.;;.=;c,;,c;,r.½'-<-"""'"'"'-'-'-"-'<%'<'"'-'="~--• '"-"""' •''"··'·''"-'"· ,,.~,C--W·O<•',C"',<Ya,,.,,.,·,>cN,,w.,,,>u""'"''"""'""'"'"'°"""""°'""""'"""="""'"%C"'~"'"'=""'""'='='"'"'"'em,w,o,,,,.,-,;,,,:,c~c,;fC'c-~7.-s";<~,.""'' 7'""" J!s=~6,S,.O..;:..,l"f""T""'R.""AN~S-,,.,' !i!!S' §!!''§!!"=as!!LS§t§fj,~"'="1· U) d @-FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, WITH SCUPPER @-FURNISH AND INSTALL TEMPORARY CRASH CUSHION, ARRAY PER PLAN co &FURNISH AND INSTALL TRAFFIC BARRICADE, TYPE I I I, INCLUDING N3 OBJECT MARKER WITH CONSTR- UCTION SIGN, SPACING PER PLAN ' .. :'.~_~·~;:'._;"~"':".::''.';:1~•""::~;::;-".":::':'s_,"¼,"" I 23+ 71 . 77 R/W ----s:c u I- <( @-FURNISH AND INSTALL CONSTRUCTION SIGN ON ONE POST OR TWO POSTS 0 z -0::: _J w -(L <( <:( 0::: I- N • CTl (L -J -~ .. I-co WO • <D I-N + >-co 0 (!) <( N w w 0::: -co al 0::: <( , % ~, >c,, ~ <v T NO sc-8 SEE sHEE STA s+s5.66 MATCH L \ NE _ -< 1 ".' -,-' o>"' i. .. .. l, ... REMOVE EXIST STRIPING CONTRACTOR TO MAINTAIN PEDESTRIAN ACCESS (5'MIN WIDTH) AT ALL TIMES 131 TYPE IV(Rl PMG ARROW(TYPl 38 R7,N-3 13 R/W 0 f/.;~~~=yR=I 0=(7R;,:::l=F=r==t==::en=j=j==,"::±:::'F'=i=--r.......,r==::::::z::-J ~ 0 (0 lO I +u ~ (J) - ~ PER PLAN 0--PROV I DE TEMPORARY CONTROL. SEE PLAN VARIES TEMP SLOPE 5' 3' 63' TYPICAL SECTION MACARTHUR BOULEVARD STA I 14+00.00 TO STA 122+00.00 NO SCALE ,., A . ;, ';·( , TRAFFIC SIGNAL TS-7 STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 2 SCALE I "=40' SC-5 ~ FOR REDUCED PLANS o 2 3 ::. L---~~~~~~~..2~!_ ___________________________________ ...:o::.'.R:.'..'.1c~,N~A::L_s:.:c:.::A::L:::..E_..::1s:::....'.'.1N~1N::c~HE~.s~--======~=======~-------------------------...1_c_u_1_2_2_o_a ______ TrE:"j"A,=y0:-0175ir:3_3Nl~P7iRfR~ri:i°-I~ FORM DC·OE ·92-PF <REV. 3/88) CITY OF NEWPORT BEACH DWG. NO. R-5683-S I I ';',° L .!.'' ; :r ~ I i ~ I i ~ ! ! i ; " "' :t: ... ... .(: 2. -..., w X >-m 0 w V) > w 0:: X w '° f-cs, <! ' cs, a.. _J -:, '-O>-wm f-0 <!w _Jz :::J ('.) u_ _JV) <CW uo .... :I: X (.!) Cl) 0::: L1J > 0 z (.!) Cl) L1J Cl X ~ X 0 w V) > w 0:: LJJ f-<! 0 '° cs, ' cs, Cl 3:: I >-m 0 w :0.::: u w ::r: u :x: -:x: (/) >-~ --:> TYPE IV(Rl PMG ARROW(TYPJ 0 0 • - ,' I """ • . o oN N- + ,q-0 r<1 z -LJ.l 0:::: w CL <( f- >-<( ro s;I" • ,O ON 'Sj"- + 11) 0 r<) w -ro i / I/ /,f }""-·-.. Rl3 ARRAY 'TJ' R/W 38 22 R/W TYPE IV(Ll ARROW(TYPl PMG R/W • 0 Ir) + ,_ 0 L.. "'I" l..i..J -..J _J w IW 0 U) 1- ---1---,----... <( 9 REMOVE EXIST STRIPING i 1/ " ' / / , /" ~ / i ' ' j ! ! ' 48' DIST COUNTY ROUTE TOT AL PROJECT NO. 12 Ora I 73 16.25116.40 ' 0. 0/ I • 0 95 %4-ef~~ 9/ 15/95 REGISTERED CIVIL ENGINEER DA TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ofESS/o ILBER . DICKSO 19417 p. 9/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES @-FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, WITH SCUPPER @-FURNISH AND INSTALL TEMPORARY CRASH CUSHION, ARRAY PER PLAN 0-FURNISH AND INSTALL TRAFFIC BARRICADE, TYPE I I I, INCLUDING N3 OBJECT MARKER WITH CONSTR- UCTION SIGN, SPACING PER PLAN @-FURNISH AND INSTALL CONSTRUC- TION SIGN ON ONE POST OR TWO POSTS PER PLAN @-PROVIDE TEMPORARY TRAFFIC SIGNAL CONTROL. SEE PLAN TS-7 : 5, ...., VARIES 62' TO 72' VARIES I I ' TO II' 10' 21' IO' 14' EXIST D D u CURB ~ULLL.J· ~ -========--Q-i!JJ -----i TYPICAL SECTION MACARTHUR BOULEVARD STA 135+40.00 TO STA 140+94.00 NO SCALE STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 2 AL SHEETS 173 SCALE 1"=40' SC-6 FOR REDUCED PLANS o 2 3 ~ L_ __ _:_:FO::'.::R:'.M_::0::::_C-_::0'..'.::.E-_;'.9::_2-::_PF'._'.'._<R:=_EV::_,_:'.3:.:_/B'..'.'.8l:_ ___________________________________ _:O::R~IG:'._'.'.IN::'.:A~L__;S::'.::C:::_A~LE::....'.:IS:'.....'.:IN:...'.'.:IN~C.'.:'.:HE::.:S'.___!::::===:======::!:::::==:=--------------------------LC~U:.......'.l:::_2~2:_::0~8'...._ _____ ..j__:E:'.::A~0'._:Q'.::5'..::'.3'..::'.3~1--------f= CITY OF NEWPORT BEACH DWG. NO. R-5683-S - X 0 w >-\/) (I) > 0 w w 0:: \/) w > I-w <( 0:: 0 X w I.{) Ui I-O'> O'> <! ' ' O'> O'> CL Cl _J === -, I ' O>->-wro (I) 1-0 <!w 0 _jz w ::J (.'.) ::<'. u_ u _J\/) w <i:W I uo u I-:::c :i:: x-C) -V) :::c a:: V) I.J.I > 0 >- z ~ (!) V) -I.J.I J Cl X X dP TYPE IV(Rl ARROW(TYPl Rl8-2 38 TYPE I V ( L l I 3 I ARROW(TYPl R/W 0 278 131 0 9 REMOVE EXIST STRIPING 0::: w CL <{ I- >-<{ ro r<) 'SJ' • •O (0 N I'---+ (J) Cl <;I" z -w 0:: w CL <{ I- >-<{ ro r<) <;I" • •O (D N (J) -+ 0 l!) 1.l) w -ro l!) z 0::: -0:: w _J w u Q_ -Q_ en I-<{ <{ <{ z I-0::: I-"I" -I.[) N 0-(0 CL -• Q_ •• . ~ •• Lf) Q,,, I.[) N WN 00 + _J + 00 l!) 0 co I.[) z z 1.l) -<{ w - /~~, ,~~~" .~,,m v, • • ~~" > ,~ ' I 1 .. ! ..... 15 ... ..,. ,,,,.,, .,. u en • l'-- '-1" + WO I-N (9 (9 WW co co -------~ u co (0 O'.) • I'-- I'--+ I.[) -- • 7 I-• >-<{ 0:: 0:: <{ 50' SPACING 133 EACH SI DE (TYPl 60: I TRANS (/') z <{ a: I- (/') z <{ I-0:: z I- L{) - 00 0 - .. Q_ .... Lf) 0 N W (0 + _J -l!) (.9 (0 z w -<{ en 13' I I ' -- I 3 I l!) z Q_ a: 1- (/') l-o (/') 0-,x ow 0 + z N - (0 0 -7 -- 29 9 50' SPACING EACH SIDE (TYPl ------- EXIST STRIPING TO REMAIN Ml DIST COUNTY ROUTE TOT AL PROJECT I 2 Ora I • 73 I 6. 25/ I 6. 40 0.0/ I .O 96 173 ~~~ 9/ 15/95 o,ESSIO REGISTERED CIVIL ENGINEER DATE I LBE . DICKSO PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 19417 xp. 9/30/9 CIVIL o, c~ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY 59' IRVINE CA. 92718 CONSTRUCTION NOTES @-FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, WITH SCUPPER @-FURNISH AND INSTALL TEMPORARY CRASH CUSHION, ARRAY PER PLAN @-FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN @-FURNISH AND INSTALL CONSTRUC- TION SIGN ON ONE POST OR TWO POSTS PER PLAN 83' 15' 11' 10' 10' 10' 10' 14' TYPICAL SECTION MACARTHUR BOULEVARD STA 145+40.00 TO STA 148+56,00 NO SCALE ,.,,.,.,.,. ... """•"~ .. ,~--...... """"•' 167 ------------- ---"\'",-'-.. ___ -...!_ --------- ,, ------------------ \ STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 2 SCALE I "=40, SC-7 FOR REDUCED PLANS o 2 3 ~ FORM DC-OE-92-PF <REV. 3/88> ORIGINAL SCALE IS IN INCHES CU 12208 EA 005331 ::; L_ _ ___:,.:::.:::,_..::::::_:~:..:.,:,.__::,:,::_:~:..:::::::._ ____________________________ _::::_:.:,:::::.:,::~::.:::.::~~::::'..'..'.:~-=========::::::'::=====---------------------..L:::::___:_-=-:.::.:_ ____ --i-:::2-.-.::.::.:~:__ ____ --JM CITY OF NEWPORT BEACH DWG. NO. R-5683-S - I X X X X X >--co 0 w V) > w 0:: w l.(l f-O'> <l: ' t-::c (!) (/) a:: I.J.I > 0 z (!) -(/) I.J.I 0 O'> a.. ...J , 0 w V) > w 0:: w f- <l: 0 l.(l O'> ' O'> >--co 0 w ,,,: u w :r: u :::c -:::c (/) ---:> t \ EX -ro REMAIN I 8' •·'·" ,~~- ' --•••• v, -,;pe-·""' a·p< ,,.,, ""''"""" 278 I / I TYPE IV(Ll ARROW(TYPl PMG 0::: w CL 0 <( Of-• tD - N •• + 0 tD lD <( l9 f-w (j) co 4" WHITE (50' TYPl 38 22 (.9 z a.. 0::: 0::: w f-n.. (j) <( f-f-r/) -- 9 TYPE IV(Ll ARROW(TYPl PMG 9 R/W 38 REMOVE EXIST STRIPING 0::: w n.. <( f- •• 0 .. 0 00 oooo • If) • 0 If) - I 3 I w w fl) REMOVE EXIST STRIPING a r-.. o + 2 ~ ~ CONTRACTOR TO MAINTAIN ,,,,~,,, PEDESTRIAN ACCESS (5' MIN ,, ''\'(IDTHJ AT ALL TIMES ·, \\ '\ \-,\ ,, ,., "' ,, REMOVE EXIST STRIPING VAR 17.5' TO 21 ' I ' 388 23' 48' I I ' I I ' ------ CONST TEMPORA~Y AC PAVING AT I: I SLOPE fro EXIST TYPICAL sEck10N I SAN JOAQUIN Hl~LS ROAD STA 7+75.00 TO StA 8+55.00 NO SCALE ! 6. 5' ' ' ' I EXIST STRIPING TO REMAIN DIST 12 COUNTY Ora ROUTE I , 73 TOTAL PROJECT 16.25/16.40 0. 0/ I .0 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 ULTIMATE Rl8-2 TYPE IV(Rl PMG ARROW(TYPl / , ' ! ULTIM~T,E / 37 W74 ! ,' I ' ~...,,._ ! ' ~~.;:;--~----,., --' ... ~'1-~-"~ STAGE CONSTRUCTION TRAFFIC HANDLING STAGE 2 SCALE I "=40' PLAN SC-8 ii FOR REDUCED PLANS o 2 3 CU I 2208 EA 00533 I :2 L---~~~~~~~~~2:~-----------------------------------------~o~R~1c~1N~A~L~s::.cA~L~E~1s~1N~1~N::cH~E:.:s~~=~=~=~======------------------------------...L-----------1c:Tnc~Ni~P<5ITT~38iliH7~ FORM OC-OE-92-PF (REV. 3/88) CI TY OF NEWPORT BEACH DWG. NO. R-5683-S 1 l I X X x- X X >-CT] 0 w VJ > w 0:: w I() I-0-, <( ' r-, 0-, 1-:::c Cl (/) 0:: LlJ > 0 z Cl (/) LlJ Cl IS ffi i a.. ..J -:, 0 w VJ > w 0:: w I- <( 0 ~ :c >-OJ 0 w :,<'. u w :c u :::c :::c (/) - r I 143 • oo -0 I + (.) I.O (/) I.O ' ' - PACIFIC •., -~.... ! .. , ... \ /-..... , I I I j J . w ::> z w > <( ' -R/W ' . :-•,k••-.. ···•-''•-'·•··,-, ~ r•-::••""·"'- -~-•""A>< ~ t :, I ULTIMATE STRIPING ,. ' .. ,.,·-· ! , I -----..:.·'----~ -----, . . I . ---- . . . .. REMOVE EXIST STRIPING \._ I CX) (\J DIST COUNTY 12 Ora ROUTE I , 73 !-'OS I Miles TOTAL PROJECT 16.25/16.40 0. 0/ I .0 %/fa(~~ 9/15/95 DATE REGISTERED CIVIL ENGINEER 98 173 I HI LBERT '1,,"' 0 W. DICKSON%--"' "' PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 :::! I 94 I 7 "' ~ N:~p. 9/30/97 ,._, __ _. CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 STAGE CONSTRUCTION TRAFFIC HANDLING STAGE 3 SCALE I "=40' PLAN SC-9 a, 0 0 if) a, 0 0 (I) U) a'.) 00 (J) N z :::, ~ "' l.. . ?< "- Cl Cl :::, FOR REDUCED PLANS o I ~ ~ -;; L __ _:F_::0:,:_:R:,M_::D::_:C_:-0:::E~-9::2_:-P_:_F_<:.:,:R::_:EV:.:_,_:::.3:,:18::::8:_l ---------------------------------------~O.:_:R:,::IG::,::IN:_:A:.:,L_S::::C::,A:,::L:.:,E_l'.,:'.S_l::,:N_::.:IN.::_C:,.::HE:.:S'.___~1=•==='=='=='==~·=·~---------------------------..J._.'.:'.c.'.:'.u_'.1~2~2::_:0::.:8~------l-::.E'.:.'.A_:0~0:::5:::3~3~1'.._ _______ _j;!!; CITY OF NEWPORT BEACH DWG. NO. R-5683-S -,J w X 0 w >-V) (I) > 0 w w 0:::: V) LiJ > I-w <( 0:::: 0 X W lO LO I-en O'> <C'-' cn O'> a.. 0 _J 3: --, ::c ' O>->-Wa:J aJ 1--0 <i:w 0 _Jz w :::i 0 ::£'. u_ u _JV) w <CW ::r:: uo u I-:::c ::r:: X (.!) --V, :::c a:: V) IJJ > >-0 z ~ (.!) V, - IJJ -:, Cl X -c z! a: 0 II, ~ X ~ Ill ""' C t; t FORM DC-OE-92-PF <REV. 3/88) 0 0 37 ULTIMATE STRIPING REMOVE EXIS STRIPING \D (/) z <( 0:::: I- Ol -... f'(J N \D L[) + NO oz -w REMOVE EXIST STR Ip I NG I TYPE IV(Rl ARROW(TYPl -- PMG -- ULTIMATE CONSTRUCTION TYPICAL SECTION MACARTHUR BOULEVARD STA I 13+42.06 TO STA 125+77.83 NO SCALE FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES 25 131 2 3 R/W r~· ;-"-""'". I ) . NO l ''"-•<sM,, Mil_ DIST COUNTY ROUTE TOT AL PROJECT I-z --I'---0 • CL • Ol 0 "1" w N + ....J I L[) Cc) 0 z \D -<( 0:::: 12" WHITE CHEVRON PMG AT 25' SPACINGCTYPl~ TYPE IV(Ll PMG ARROW (TYPl -- (/) z <( I-0:: z I-r--- lf) 0 - • Q_ •• Ol N N W L[) + _J \D 0 (!) ozw <( co 131 37 I 2 Ora I '73 I 6. 25/ I 6. 40 o. 0/ I. 0 99 ~~g~ 9/ 15/95 REGISTERED CIVIL ENGINEER DATE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ofESSION ILBER . DICKS 1941 xp. 9/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 CONSTRUCTION NOTES 173 0-FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, WITH SCUPPER @-FURNISH AND INSTALL TEMPORARY CRASH CUSHION, ARRAY PER PLAN @-FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN &FURNISH AND INSTALL TRAFFIC BARRICADE, TYPE I I I, INCLUDIN N3 OBJECT MARKER WITH CONST- Q RUCTION SIGN,SPACING PER PLAN ~-FURNISH AND INSTALL CONSTRUCTION SIGN ON ONE POST OR TWO POSTS PER PLAN @-CONSTRUCT 4" AC OVER 6" AB @-PROVIDE TEMPORARY TRAFFIC SIGNAL CONTROL. SEE PLAN TS-7 4' 2, TYPE I I I BARRICADE LANE C30 SIGN LT ETW FINISHED I 13+80. 04 / BEG TEMP R#ILING BEG 10: I T~PER / ARRAY ~1T J' . ' 50' SPACING (TYPl 200' SPACINGCTYPJ WITH C30 SIGN ...... EX.LST STRIP I NG TO REMAIN ,, --..... .... ~"" ,,· i r et.JR\ VE 1i DAT.A··-··*·' ,.,,., ----~·, . ' ·"·~· ---~-.,,, " . " --"-· --~-• ·~ '"=, -,~""' ~""~~---~-"'" ,,. ' SURFACE N-3 MARKER CHANNELIZER TYPE I I I BARRICADE TYPICAL SHOULDER INSTALLATION NO SCALE SEE PAVEMENT DELINEATION AND SIGNING PLANS FOR ULTIMATE SIGNS. STAGE CONSTRUCTION REFERE~CE ! • l:!,. \,\ ; :R ~j t;",.u T i ! (f,.)~ 'i':DflE-F~Vt'.KifE'f:JT ' 3J_:4:f3" T 2;i00. . .4.~ oo r, .. t1 5 §'er:·rg·r1 r·2&4·.:;; 4 ' TRAFFIC HANDLING STAGE 3 SCALE 1"=40' PLAN SC-10 • *' CURVE I NFORMAT I :t1 G I VEN I ' IS • • ,. < s FO • t NT I IR'E~tC:NG TH ' I'~ / aF' /CURVE . ! ' . cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -0 -u "' - 0 -u "' <I) co "' 0\ N z ::::, ::;; (.!) u.. . ;;,: 0.. . o 0 ::, .. ... 0 ., ~ . • 0 ' i ! ~ !.___ t I I ~ g I I I ,g ; :: ·! ~ :-~ = ili I z ., X 0 w >-V) en > 0 w w a:: V) w > ~-w <( a:: 0 X w I{) I{) f-O'I O'I <( ' ' O'I O'I 0.. 0 _J :;;:: -:, ::c ....... O>->-Wa:J OJ f-0 <tw 0 _Jz w ::::l Cl :,,: u_ u _JV) w <(W I uo u t-:c :c X c., -1/) :c 0: (/) IJJ > 0 >- z ~ c., 1/) .., IJJ Cl X X FORM DC-OE-92-PF (REV. 3/88) I + u (0 16' I 2 ' VAR 0 0 - R/W 0 0 --- f'() (/) z <( a:: f- co -••• r--.. 0 If) (0 + 00 0 -z -w 16 ' I 2 ' -- 50' SPACING (TYPl 200' SPACING(TYPJ WITH C30 SIGN -------- -MACARTHU~ BOULEVARD 60: I TRANS --. - 0 9 0 25 ---- -- 0 ., .,-,,., 0 VAR I 2 ' 0 --~--«~-~~-,. ~-0~ ~ ~ ~·-·:·M·.·.:.~~:.~,:~.·.··.=··· .. -·=··"·=···· .. ·:.·.-·.~-·.· ... ·"{·~·.···E·--~· -~·· ===·~· ··=·•="'-· ··~····~· ·=·--···=·-·=···=··~-·=···=--···=·--·~--·=·· ·t··-~···=···~--~·=··=·--·=•··•:"·=--=··=··=··=···--=~=·=····~---=·=·~·~-,~·=· ;Ni2I7 .;3~5;,1·f· ;;· ·~-·;·······;· ;~· ·~---~·-·;· --~· ~~~~~··--~--~· ~·--·~-·t·'~·":·· :·--~---~-·--~·:···· =· -~··~---~· ~i~~~~;. ·~··~~~-~·····~· ~··~· .. ;. =·:::::·"""'" =~""""=--~""'==-r-$---"f '"'' '"'Y ,c,•c::»0%>'-'~'-"""'·~,-~,,.~"~-"'"'""""""'=""'"''=''-'""""·,,w,,,¼,i"'""°M'~ ,.,,,. 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I : ; q 0 0 • 0 0 + I- LO LL N w -~ <( 3: I-0 (/) ~ w w co z -w J w Cf) I u I- <( ::E IL DIST COUNTY ROUTE TOTAL PROJECT 0 A SHEETS I 2 Ora I • 73 I 6. 25/ I 6. 40 0.0/ I .o 100 173 ~~ 9/ I 5/95 REGISTERED CIVIL ENGINEER DATE . DICKSO 19417 PLANS APPROVAL DATE p. 9/30/ CIVIL CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 54' CONSTRUCTION NOTES @-FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, WITH SCUPPER @-FURNISH AND INSTALL TEMPORARY CRASH CUSHION, ARRAY PER PLAN @-FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN @-FURNISH AND INSTALL TRAFFIC BARRICADE, TYPE I I I, INCLUDING N3 OBJECT MARKER WITH CONST- Q_ RUCTION SI GN,SPAC I NG PER PLAN ~FURNISH AND INSTALL CONSTRUCTION SIGN ON ONE POST OR TWO POSTS PER PLAN @-CONSTRUCT 4"AC OVER 6"CAB @-PROVIDE TEMPORARY TRAFFIC SIGNAL CONTROL. SEE PLAN TS-7 39' 37' 8' 31 ' TYPE VI ARROW ~----------''PMG @ 150' SPACING(TYPJ ARRAY 16' 12' 12' 14' 10' II' 15' r() (/) z <( 0:: I- CX) - 200' SPACING(TYPl WITH C30 SIGN 50' SPACING (TYPl FOR REDUCED PLANS o 2 3 ORIGINAL SCALE IS IN INCHES 9 25 CURVE NO. REFERENCE !:,. A EDGE PAVEMENT 4°31 '46" B EDGE PAVEMENT 2° 10'44" 50' SPACING 133 (TYPl DATA* R 7200.00' 7200.00' 200' SPACING(TYPl WIT C30 SIGN 0 0 L T 569. I 9 ' 284.74' 273.81' 136.92' * CURVE INFORMATION GIVEN IS FOR ENTIRE LENGTH OF CURVE TYPICAL SECTION MACARTHUR BOULEVARD STA 127+60.00 TO STA 129+00.00 NO SCALE SEE PAVEMENT DELINEATION AND SIGNING PLANS FOR ULTIMATE SIGNS. ft EXIST CURB FACE STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 cu 12208 SCALE 1"=40' SC-I I EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S 0 .. -0 (/) - -0 (/) ~ <D ro <O ~ a, ('\J " z 11 ::, ::;; (.!) i I "' . 3= <l. . Cl Cl ::, .. st 0 X X x- X X >--(D 0 w VJ > w 0:: w I() I-O'> <( ;,; '- 0 w VJ > w 0:: w I- <( 0 I() O'> '-0'> O>-->-- WaJ aJ 1-0 <Cw o _jz w ::J <..'.) :::.::: u_ u _JV) w <( w ::c uo u !i: :::c (!) - V'l :::c 0: V) w > 0 >- ts ~ ~ ::; 0 (/) -z. <( a:: I- r<) ID -••• r<) 0 (0 (0 + D r<) -z. :: w 0 0 if • j f i ; • ---::::::· ----- ! i I j / ,I • s;J' OJ + s;J' 25 9 ---- N if) z <( 0:: I- (!) - ••• OJ 0 (J) (0 + LO <.9 r() w -co ---- 50' SPACING 133 (TYPl 200' SPACING(TYPl WITH C30 SIGN R/W ---- SEE PA,YEMENJ DEL"T~T I ON AND S.iGN I NCf PLANS FQ.~-¾,\ ULTIMAlE S1GNS. 1 R/W REMOVE EXIST STRIPING 12" WHITE (TYPl 4" WHITE ( 50 ' TYP l .. ) SEE SHEET NO MATCH LINE STA I • ' I I I .. . 40 ,• \ ·. ,: /I. ~\ ... •••• YELLOW)/ l , ' , , , , ......... ,,., __ I 1 f SC-14 8+54.95 145 R/W REMOVE EXIST STR,I PI NG ~iMG TYPE IV (L l\. 11. ARROW ( TYP l ,-,,,, .,,_ ~,~ ... i SEE SHEET NO I 1+2a.oa SC-14 • 7 I-- >-<( 0::: 0::: <( REMOVE \ -- 12" WHITE CHEVRON AT 25' SPACING(TYPl ULTIMATE STRIPING -, 38 25 9 MO~~y SIGNAL PHASING TO Lt~/LAG MACARTHUR LEFT TURNS. TYPE IV(Ll ARROWS(TYPl PMG EXIST TYPE IV(RJ ARROWS(TYP) EMG R/W • 16' EXIST I 5' 145+90. 00 L R/:-_·-L--, __,__ L._________ 25 ANGLE POINT 9 131 REMOVE EXIST END 10: I TRANS 145+50.00 48' 12' Ml DIST COUNTY ROUTE TOT AL PROJECT 12 Ora I, 73 • 16.25/16.40 0.0/ I . 0 ~g~ 9/ I 5/95 REGISTERED CIVIL ENGINEER DA TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 . DICKSO 19417 p. 9/30/ ROBERT BEIN, WILLIAM FROST ANO ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0--FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, WITH SCUPPER @-FURNISH AND INSTALL TEMPORARY CRASH CUSHION, ARRAY PER PLAN @-FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN 0-FURNISH AND INSTALL TRAFFIC BARR I CADE, TYPE I I I, INCLUDING N3 OBJECT MARKER WITH CONST- ~ RUCTION SIGN,SPACING PER PLAN V-FURNISH AND INSTALL CONST- RUCTION SIGN ON ONE POST OR TWO POSTS PER PLAN @-CONSTRUCT 4"AC OVER 6"CAB @-PROVIDE TEMPORARY TRAFFIC SIGNAL CONTROL. SEE PLAN TS-7 20' 6' <I. I 22' 33' VAR 3 I ' I I ' 3' 12' 16' i.,.:...::c_-i..._:_::c...__...i 173 EXIST 14' 134 138 MACARTHUR BOULEVARD TYPICAL SECTION STA 133+63.53 TO STA 140+35.00 NO SCALE CURB FACE EXIST 58' 39' 14' CURB FACE 31 ' I ' II' II' 10' 10' 22' 6' I I ' 138 MACARTHUR BOULEVARD TYPICAL SECTION STA 146+48,26 TO STA 148+40.00 NO SCALE I 2' 16' :.......i.,,-..:..::__..,-1 I STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 SCALE 1"=40' SC-12 {) (,/) N • 0 0 :::, FOR REDUCED PLANS o 2 3 L_ __ _:__:FO:::_:R:::_M__::D~C-_::D:::_E-_::9::_2-,:_:PF~<R:.::_EV:_:·_.::3/:_::8::::B>:__ ___________________________________ __:O::_:R::..::IG'.:IN:_:A::_L ...:S:'.::C~A'.:.'.LE::_.:.:IS:._:IN:._::IN,:::CH'..'.'.:E:.::'.S~_.::::=::::::=:=:~=::::::=::::::=.. __________________________ i.:::_CU:::_.:_I :_2:_20::::.:::.B ______ J...'.:.EA:_.:::_0.:::_0,::5_::3:::3.:_I _______ _j~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S -..., "" X 0 w >-(/) co > 0 w w 0:: (/) w > I-w <( 0:: 0 X w L() L() I-er, er, <( ' ' er, er, 0.. 0 ....J ;t: ..., I ' 0>->-W()J ()J I-0 <i:w 0 ...Jz w ::JC) :,0::: u_ u ...J(/) w <i:W I uo u t-:c :::i:: X (!) -en :c 0::: V) LLJ > >-0 z ~ (!) en - LLJ '"') Cl X X 0 0 0 0 • 0 ,_ 0 :r: + (!) co 38 -Lt) I 2' 0: - -- TYPE IV(Ll ARROW(TYPl MG PMG TYPE IV(Rl '---' ARROW ( TYP l 131 ----- (/) z <( I-0:: z I- ii) -NO- • Q_ o• N 0 tO w <.O· + _J 0) (.!) 0 '-t z z -<( w 27B EP ------1__ R=l200' ---4-_ =r 8 (/) z I-<( z a:: l[) - N 0-9 25 • Q_ •• u en tO '-t • r--- <.O + (X) l[) N CX) + 0 11) - -----+--- 0 w tO _J (.!) (!) zw <e en SEE PAVEMENT DELINEATION AND SIGNING PLANS FOR ULTIMATE SIGNS. 29 9 9 9 25 27B (9 z (L 0:: 1-(/) l-o (/) o- •X ow 0 + z N- <D 0 -7 BOULEVARD 29 30' 5 ' I I ' I I ' 163 EXIST CURB FACE I 4 EXIST STRIPING TO REMAIN ------------ 3' I DIST COUNTY ROUTE TOT AL PROJECT SHEETS I 2 Ora I '73 I 6. 25/ I 6. 40 0,0/ I .0 102 173 'JkJ.bt:~9~ 9/ 15/95 REGISTERED CIVIL ENGINEER DA TE ofESSIO,v LBER . DICKSO "' "' 19417 " PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 p. 9/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 t 16, I CONSTRUCTION NOTES ~FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, WITH SCUPPER @-ruRNISH AND INSTALL TEMPORARY Q__ CRASH CUSHION, ARRAY PER PLAN ~FURNISH AND INSTALL 25' CONSTRUCTION SIGN AND ONE POST OR TWO POST PER PLAN VAR 3 I ' TO 33' 3' I 2' VAR 16' TO EXIST TYPICAL SECTION MACARTHUR BOULEVARD STA 150+82,26 TO STA 152+16.0I NO SCALE ~""""'oH••--- ---------•~-~•NOS~C -- 165 167 STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 SCALE 1"=40' SC-13 FOR REDUCED PLANS o 2 3 L--~F:_;O'.'.'._RM~D'.'.:C::.'.:-o'..:E::.:-9'.=2:=,:-P:.::_F_:<::::RE~V:.:_, _.::,3/'..'.8'.:'.8'.....l _______________________________________ .';'._OR~l::_Gl'.'.::N~A'::.L _:S:'.;C:,:'.A'.::_L::_E_'.l.:_S_'.l:_:N_'.1:_:N::CH:'..':E::.::S'..__::==:=:===:==::::::==~=====----------------------------...LC::'..:U~_:1~2~2:_::0:_::8:_ _____ _J_'.E~A:_::0:'.0::_5::_3'..:3'._'.I _______ _J2; CITY OF NEWPORT BEACH DWG. NO. R-5683-S -0 .. - X X X X X 0 w >-V) CD > 0 w w 0:: (/) w > I- w <( 0:: 0 w I.{) I.{) I-er, er, <( ' ' er, er, a. Cl _J ~ J ::c ' O>->-WOJ co 1-0 <(w 0 _Jz w :::J (.'.) :,<'. u_ u _J (/) w <(W I uo u .... ::c ::i::: C) -(/) ::c 0:: V, w > 0 j z C) (/) -w ..., a / I / / / / / / / / / / f ' I I I ./ ' I FORM DC-OE-92-PF (REV. 3/88) / i ,· / I 4 i t J I-• • >-<( 0:: 0::: <( >-0::: <( 0::: 0 Q.. 0 ~ 0 w I- 0 00 ('.) z _J + w <( I'--co 0::: 9 r' EXIST STRIPING TO REMAIN \ \ ULTIMATE \ , /TYPE IV {Ll ARROW(TYPl PMG 4" WHITE ( 50' TYP l 25A 9 25A 25A REMOVE EXIST STRIPING REMOVE EXIST STRIPING co co 34' I 2 ' I I ' 10' IO' I ' TYPICAL SECTION SAN MIGUEL DRIVE 44' IO' STA 6+88.00 TO STA 8+10.00 NO SCALE I I ' 1-w w ~·-I .J (/) I ········=====~O _ •• _ .. _··--··-,--··_····::~-·· ---~---~ w w (/) ULTIMATE STRIPING FOR REDUCED PLANS ::E ORIGINAL SCALE IS IN INCHES 12' 0 2 SEE PAVEMENT DELINEATION AND SIGNING PLANS FOR ULTIMATE SIGNS. 3 l l I ' ! I i Ml DIST COUNTY ROUTE TOT AL PROJECT I 2 Ora 1 , 73 16. 25/ I 6. 40 0. 0/ I .0 ~g~ 9/ 15/95 REGISTERED CIVIL ENGINEER DA TE 103 ofESS/o LBER A SHEETS 173 . DI CKSO "" "' 19417 " PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 xp. 9/30/9 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 Rl8-2 R28S-I ;:' / f :' ,' ,I Wl4 I I I "'"i / .. .. '1,-......,,.,,,. STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 cu 12208 SCALE I "=40' SC-I 4 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S : is Ei 11 ~ ~ ;;· i z . I . i I "' £ I .... -0 (If 0 .., -~ -st -0 (/) - st -0 (/) <D ~ co co a, g N z :::, I 8 ::. U) ~ I Le . 3: ~. z 0.. . a a ::, .. st C, X 0 w >-V) (D -> 0 w w 0:: V) w > I-w <( 0:: 0 X w l[) l[) I-G> G> <'-' G> G> CL Cl ..J ;;:: -:, :c ' 0>->-W(D (D 1-0 <tw 0 _Jz w :::JC) :,.::: u_ u _JV) w <tW I uo u t-:I: :x: X (.!) -V) :I: a::: Vl w > 0 >- z ~ (.!) V) -w -:> Cl X X f j ! j / I ! I / 135 Cl ! ' .... ····· ........ ., /; WITH C2 AND C5(Rl SIGNS (20 TOTAL) ,ir-~~-""••c~Cc C l (D z 0:: ( TYP l / !/ Al 5' SPAO'I NG ., CTYPJ TO REMAIN REMOVE EXIST STRIPING f ' EXIST STRIPING TO REMAIN R/W AT 50' SPACING 13 (TYPJ WITH C30 SIGN (TYPJ AT 200' SPACING DIST COUNTY ROUTE 12 Ora I , 73 TOTAL PROJECT 16.25/16.40 0.0/ I • 0 NO. SHEETS 104 173 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 l.........,,==-=-======""==,b,,====fe-=-==~=-=-================t8 - u w I 4 ! f I 4 R/W .......... . ! i • 9 27B TYPE . I ARROW PM . Ar 1 50 • sr Ac I NG c T)'..Pt .J}' l ,, .,,,s?fi, -• ~ ,,,,if- • 44.67' VAR VAR I I . 33' I O' TO TO 7.92' 13' 15' VAR VAR 11' 2 • EXIST 6.57' 11' CONSTRUCTION NOTES POSTS PER PLAN VAR 36' TO 41 ' 12' VAR 3 • 19' TO 24 TO O 15 CURB FACE !) 2 _ 67 , ~ ~ ~7T ______ _ T~: is is is -Y-7=-- I ---.---- .J '"""",_ ,,,,,. • 1 L -.:::: .:::: .:::: -. , 7 _ __.1 ---_j EXIST TEMP ---- PAVING TYPICAL SECTION MACARTHUR BOULEVARD STA 102+79,72 TO STA 105+09.58 NO SCALE SEE PAVEMENT DELINEATION AND SIGNING PLANS FOR ULTIMATE SIGNS. STAGE CONSTRUCTION TRAFFIC HANDLING STAGE 4 SCALE 1"=40' PLAN SC-15 "' I re i. § FOR REDUCED PLANS o 2 3 L---~~~~~~~~~-----------------------------------'=-oR~1'.:'..'.G1~NA~L:..--='.sc-:.::_A~L=--E..'..:1s~1N~1N::cH'.'.:E:.:s_-======~====--------------------------1..-cu __ 12=..2=..0_8 ______ ~E1AT"vo"""ioni5~3 ,3 Ji,:'wi:>ni;rrRi='Af.Hlil FORM DC-OE-92-PF (REV. 3/88) CI TY OF NEWPORT BEACH DWG. NO. R-5683-S X 0 w >--(/) Cl'.] > 0 w w 0:: (/) w > t-w <( 0:: 0 ' I X w Ii) Ii) t-er, er, <( ' ' er, er, Cl.. Cl _J ~ -, :r: ' 0 >-->--wen en t-0 <Cw 0 _Jz w :::J 0 :><'. u_ u _J (/) w <(W I uo u I-:::c ::c X <.!) -(/) :::c 0:: V) LJ.l > 0 >- z ~ (.!) (/) -LJ.l -:> Cl ! i= X ~ a: i z C f: II. 0 I- i5 i! a: C A. !!f X ' I : 1 i ' i l ---- EXIST STRIPING TO REMAIN 0:: w 0, <t: rt') t- oo >--• <l'. I'-aJ I'-- ! l I / f I - EXIST STRIPING TO REMAIN WITH C30 SIGN I ' t, ,.,,,,,,,,,,,, i I I .tND TEMP RAIL I NG ,' ~,, I sc-\9 s+ss.66 ULTIMATE WITH C30 SIGN AT 200' SPACING(TYPl 13 REMOVE CONFLICTING EXIST STRIPING WITHIN INTERSECTION AT 50' SPACING ( TYP l WITH C30 SIGN EXIST CURB FACE EXIST STRIPING AT 200' SPACING(TYPJ TO REMAIN ~·'"""'~,,,,.,. ,,•,,,,'"~"'""""""~ ="' ,., _ _. ·~ •==•·= w 28' 16' 12' 12 Ora I '73 16. 25/ I 6. 40 0.0/1.0 105 173 ~g~ 9/ 15/95 REGISTERED CIVIL ENGINEER DATE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 of£SSIO ILBER . DICKSO 19417 p. 9/30/9 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES &FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, WITH SCUPPER @-FURNISH AND INSTALL TEMPORARY CRASH CUSHION, ARRAY PER PLAN @-FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN @-FURNISH AND INSTALL TRAFFIC BARR I CADE, TYPE I I I, INCLUDING N3 OBJECT MARKER WITH CONST- ION SIGN, SPACING PER PLAN @-FURNISH AND INSTALL CONSTRUC- TION SIGN AND ONE POST OR TWO POSTS PER PLAN @-PROVIDE TEMPORARY TRAFFIC SIGNAL CONTROL. SEE PLAN VAR 8' TO 26' TS-7 VAR 7' TO 27' 2 ' EXIST EP 33' 12' I 2' 5' PAVING MACARTHUR BOULEVARD TYPICAL SECTION STA I 13+07. 14 TO STA 125+77.83 NO SCALE SEE PAVEMENT DELINEATION AND SIGNING PLANS FOR ULTIMATE SIGNS. STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 4 SCALE 1"=40' SC-16 :: i FOR REDUCED PLANS o 2 3 ~ L_ __ _:F:_::D::.:,:RM::....::DC:::._-::OE:...-9::,::2_:_-P.:._F_.::<R::::E_:,:V.~3,:_.:/8:::::B>::__ __________________________________ ::'.,'.OR2.'.:IG~IN~A~L-S:'..::C'..:A:.'.:LE::,-.'.:IS:'..__'.'.,:IN'.,_.'.'.:'.IN:::'.CH.'.::E~S-!=:::===:===~=::::::=:::::::_ ________________________ _j__C'.::::LJ'.:'._.:_:I 2'.:,'.2'.::.:0::8:'..__ _____ _j__::E_:_A_::0:'.:'._05=.3::'.:3:_'.,__I _______ J;\; CITY OF NEWPORT BEACH DWG. NO. R-5683-S X 0 w >-V) CD > 0 w w er: V) w > f- w <( er: 0 X w l[) l[) f-O"> O"> <( '-'-O"> O"> fl.. a ....J 3:: -, :c '-O>->-WCI) CD I-0 <(w 0 .....Jz w :::)CJ ::.:: u_ u _JV) w <(W :r:: uo u I-:c :I: X c., -V, :c 0::: (/) IJJ > 0 >- z ~ c., V) -, IJJ C X X AT -lI ?:~,,,,.;:;,, ' { ''·" • p5 i ,· // I: . j.! I t ff EXIST STRIPING TO REMAIN ---- / f ,, / REMOVE EX I ST R7,RIO(RTl ---- SEE SHEET SC-19 MATCH.LINE STA 8+54 .95 j i j i glL--.f'<'11 ;i f I 3 I I I +2a_' 08 SC-/g R7,RIO(RTl Rl3 R90(LTl 12" WHITE CHEVRON 20' SPACING R7,RIO(RTJ,N-3 R90(RTl Rl3 29 R/W 27B 9 L AL DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS I 2 Ora I 73 16. 25/ 16. 40 • 0.01 I .0 106 ~g~ 9/ 15/95 REGISTERED CIVIL ENGINEER DATE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 . DICKSO 19417 p. 9/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 173 @--FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, WITH SCUPPER @-FURNISH AND INSTALL TEMPORARY CRASH CUSHION, ARRAY PER PLAN @-FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN &FURNISH AND INSTALL TRAFFIC BARRICADE, TYPE I I I, INCLUDING N3 OBJECT MARKER WITH CONST- ION SIGN, SPACING PER PLAN @-FURNISH AND INSTALL CONSTRUC- TION SIGN AND ONE POST OR TWO POSTS PER PLAN @-PROVIDE TEMPORARY TRAFFIC SIGNAL CONTROL. SEE PLAN TEMP EP 48 EXIST 16' 12' 20' TS-7 31 ' 2' 12' 12' 5 TYPICAL SECTION MACARTHUR BOULEVARD STA 133+65.00 TO STA 140+62.51 NO SCALE SEE PAVEMENT DELINEATION AND SIGNING PLANS FOR ULTIMATE SIGNS. ~131 STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 4 SCALE 1"=40' SC-17 ,_ ; u ~ g ~ !. 1 !l i { :1 ! I : !f i ·• .~ a . ~ 1' ,_!t'_ ,? - f FOR REDUCED PLANS o 2 3 g L. __ ~F::.:::O::RM~DC:::::-~OE~-9::2.::_i:-P::..F~(R~E_::V,~3:..:_/8~8)'.,__ __________________________________ o::'.,'.R~IG:'..'..'.IN:::A'..':.L...:S:':C::::A:.'.LE:-=IS'.....:.'..:'.IN_:l~NC::::H:.:E.:.S _!:::::::::::===~====~------------------------.J...:c::.'.u:'..._'...'.12::.'.:2:::0:::8'.__ _____ .!..:::.E:.A_..::._00::.5:::3:'..:3:..'....I ______ _J~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S X 0 0 w >-(/) (1) > 0 w w 0::: (/) w > I- w <( 0::: 0 X w l() l() I-0) 0) <( ' ' 0) 0) Q. 0 _J ;;:: ...., I '-O>->-wen en 1-0 <Cw 0 _Jz w :::) (.'.) :,,:'. u_ u _J(/) w <CW :J: uo u I-:::c ::i:: X C) -V) :::c 0:: Vl I.LI > >-0 z ~ C) V) -l.iJ ..., 0 X ~ z ~ ~ ~ X II. 0 I!:! ~ ~ t 0 0 EXIST STRIPING TO REMAIN C30 SIGN 200' SPACING(TYPJ 0::: w CL <C I-(/) z >-<C I-<C 0::: Z CD I- LO -NO -- " (L O ... N NO (0 w -(0 + _J CJ) (!) (.'.) 0 'St z w z -<C CD W EXIST STRIPING TO REMAIN 29 (j) z <C I-0:: z I-LO - NO- " a... "" N O o:) w (0 + _J 0 (.'.) (.'.) 11) z w -<C CD u en 'St LO • o:) r-.. + o:) LO AT 50' SPACING (TYPJ i \ 29 I 0 27B g u w r-.. (0 • o:) + CJ) If) -- AT 50' SPACING EACH SIDE(TYPJ [:~w u w """ • + 'St LO -- AT 50' SPACING (EACH SIDEJ 0 0 • 15' 57' 11' 11' 10' 10' 12 Ora I '73 16. 25/ 16. 40 0.0/ I .O 'J./r;kt~~ 9/ 15/95 REGISTERED CIVIL ENGINEER DA TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ofESSio~ ILBER . DICKSO 19417 p. 9/30/9 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES @-FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, WITH SCUPPER @-FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN 0-FURNISH AND INSTALL TRAFFIC BARRICADE, TYPE I I I, INCLUDING N3 OBJECT MARKER WITH CONST- ION SIGN, SPACING PER PLAN @-FURNISH AND INSTALL CONSTRUC- TION SIGN ON ONE POST OR TWO POSTS PER PLAN I I ' 29' 12' 12' 5' 2' L !J D D ~~---iL-D_ F°7~-----I ---L_t"l_L_L._LLL,LLL:.LJ I ------------EXIST TEMP 131 PAVEMENT TYPICAL SECTION W57(RTl STA 146+48.26 TO STA 148+40.00 NO SCALE SEE PAVEMENT DELINEATION AND SIGNING PLANS FOR ULTIMATE SIGNS. '"'"'~"~•~ »hM, •~,, ,,,,,,,,_,,,_,, .-o•,oo.-•, "" • •-.,.,.,.,4., """'° ~~---~• -~-< •-•, -•~•~~"" , , o, 0 e,o=~"~' ''"''''''"'''"'~'-''"" "''''"'-'""'"'''''''+'''''""'"''"' '" ,,, 10' I I ' 13' [R/W I 2 0 I- 0 (j) (.:) • -z 0 x- 0 w Q_ + N z 0:: (0 -I-0 (f) --, BOULE:.VARD -- I 164 ' "'-'"""--"' """'"' ,,-••• ,., ,.-,.-'"'""'··••< ''"'"'" •« ., ''"""'"'"''.'''""''•«·••<•< " " ' '-•-~--~·,+-'=· ~~~~--·, ··~t-"'''"''' 165 166 ---------- I 7 ---------------- STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 4 SCALE I "=40' SC-18 !! FOR REDUCED PLANS o 2 3 g L_ __ _.:._:FO:::,:R::,M_::D:.::C·_::0:::.E ·..::_9.::_2·_:.:PF:_::_(R::_EV.::_,__:_3:__'./8:.::8l'..,_ ___________________________________ _:O~R:.'.::IG:::_IN:'..'.:A:::_L_:S;::C:_:A~LE::._..'..:IS:'.....'.'..IN:._.::.:IN'.'.:'..C'..'.'.HE::S'.__.::::==:':::::=::::::::=:==::::::=::'::::::::::: __________________________ J..2::.C.::::.U__:_l _:2_:2.:::0.:::8 ______ -l-=E:_A_:::0.:::0.:'.5.:'.3.:'.3~1--------lii CITY OF NEWPORT BEACH DWG. NO. R-5683-S 0 .,... on ::e C') -I • -< zo 0.,, • z :::0 fTI I ::E U1 -u er, 0 CX) :::0 vJ -I I (I) CD fTI )> n :c .,, 0 ::0 ;;:: 0 (") ' 0 fTI ' "' "' ' 7J ..,, ::0 ,,, < . "' ' co ~ 0 ,, ;:o 0 C) ;:o z ;:o J> rn r Cl C (/'l 0 o rn l> Cl r rn 7J r (/'l l> z z (/'l z 0 :r: rn (/'l 0 "' '-" X X X STATE OF CALIFORNIA -DEPARTMENT OF TRANSPORTATION DESIGN OVERSIGHT • tZrHrans 1 1 '-' l \ I I I I \ \ \ -+-.I:> 1 \ ' 1 1 \ \ I I i ' I I Jlt.,MY SHIH \\., \\ \\ •. ' ,,. \ \\ \ ' \ ·\·. 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DICKSO 19417 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH. CA 92658 1-u.. w _J CONSTRUCTION NOTES @-FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, WITH SCUPPER @-FURNISH AND INSTALL TEMPORARY CRASH CUSHION, ARRAY PER PLAN ®-FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN 0--FURNISH AND INSTALL TRAFFIC BARRICADE, TYPE I I I, INCLUDING N3 OBJECT MARKER WITH CONST- RUCTION SIGN,SPACING PER PLAN PER PLAN @-FURNISH AND INSTALL CONSTRUC- TION SIGN ON ONE POST OR TWO POSTS PER PLAN I I . 35' ETW .•.'-",'" 4. •,4, ':: EXIST TEMP PAVING r ~ 23' ETW TYPICAL SECTION MACARTHUR SECTION -133 STA 102+62.04 TO STA 105+09.58 NO SCALE SEE PAVEMENT DELINEATION AND SIGNING PLANS FOR ULTIMATE SIGNS. STAGE CONSTRUCTION TRAFFIC HANDLING STAGE 5 SCALE 1"=40' PLAN SC-2O cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -0 .. -... c,t -D N u r/) D N u r/) <D ~ 00 00 O> J: N 5 z ::, '~ 8 ::;; (.!) I ~· "-~ I . 3= I Q_ . 0 0 ::, .. '<t 0 X Cl w >-(/) OJ > 0 w w n:: (/) w > 1--w <( n:: 0 X w li) li) 1--°' °' <( ' ' °' °' a.. 0 _J 31: J ::r: ' O>->-WOJ OJ 1--Cl <Cw 0 _jz w ::J (.'.) :,,::: u_ u _j (/) w <1:W I uo u I-::c :r: X (.!) --(/) ::c 0:: (/) LlJ > 0 >- z ~ (.!) (/) - LlJ -:, Cl X X 0 0 • -R/W -R/W EXIST STRIPING TO REMAIN . . WITH C30 SIGN AT 200' SPACING(TYPJ WI I TO REMAIN AT 50' SPACING (TYPl -- EXIST STRIPING 0 R/W TO REMAIN 0-------------------+--+----~--+--------..ii----• 27B 12" WHITE\Ct,EVRON AT 25' SPACING½½ .. -.. ---- • ----• REMOVE CONFLICTING EXIST STRIPING WITHIN INTERSECTION 38 -- ULT I MATE\ ! .,. . WITH C30 SIGN 13 AT 200' SPACING(TYPl AT 50' SPACING CTYPl --[R~: . 13 0 0 • ::r: (.) 1-- <( ~ I-- LL w __J IL DIST COUNTY ROUTE TOT Al PROJECT I 2 Ora I '73 I 6. 25/ I 6. 40 0.0/ I .0 I IO 173 ~:....._g~ 9/15/95 REGISTERED CIVIL ENGINEER DATE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 cFEss10,v ILBER . DICKSO 19417 p. 9/30/9 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES @-FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN &FURNISH AND INSTALL TRAFFIC BARR I CADE, TYPE I I I INCLUDING N3 OBJECT MARKER WITH CONST- RUCTION SIGN,SPACING PER PLAN <t. VAR I VAR ETW ETW ---- -- @ --REMOVE EXIST TEMP PAVING 8 8 TYPICAL SECTION MACARTHUR SECTION STA I 13+07. 14 TO STA l25+77.83 NO SCALE SEE PAVEMENT DELINEATION AND SIGNING PLANS FOR ULTIMATE SIGNS. -- STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 5 SCALE 1"=40' SC-21 - N 0 U) . 0 0 ::, FOR REDUCED PLANS o 2 3 L ___ F::_::0~R~M_:D::C:.::.:-0::E:.::_-9:'._'.:2:.::_:-P'._.'.:F~<R.:.EV::·_:::3:::/B:'..:8'..'...> _______________________________________ :::_O::_:.R'.'.:'.IG::IN:_:A'..'::_L_S::_:C~A:'.:l:.'.:E_'._-:IS_::_,:IN~IN~C'..'.:HE::.:S:_......:::=::::::::=:=:=::::::=::::::=~=:::_ ___________________________ _1__::C::_U_:l_:2:_:2:._:0:_:8:_ _____ _j~E:::A::::__:0_:0:_:5:_:3:.::3:_:l:_ ______ ___j~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S --0 -.J X X X X X >-11) 0 w (/) > w 0:: LLI l{') I-6) <( ' 6"> a. _J ...., ' 0>-wa:i 1-0 <Cw ....Jz :::) C) u_ _J (/) <CW uo I-:::c (!) V, a:: w > 0 z (!) V, w a l!i I () l!i ~ C t; 0 w (/) > w 0::: w I- <( 0 l{') 6"> ' cr, 0 ;;:; ::i:: >-11) 0 w :><'. u w I u ::c -::c (/) >-~ --:, dP WITH 0 0 • AT 200' SPACING(TYPJ // Ii u f 1 ,-' ' - // -- -- -------- -----+---+---------------- ! I REMOVE EXIST CONFLICTING STRIPING WITHIN INTERSECTION 172XI ST STRIP I NG TO REMAIN R/W !z ' ! J C/) . ..J ..JI - ! ! ~! 0 a::: I I WITH C30 SIGN AT 200' SPACING(T~PJ \ ' . \ : -- AT 50' (TYPJ -- / i -- 12" WHITE CTYPl 25 38 EXIST 12" WHITE CHEVRON AT 25' SPACING TYPE IV(Ll ARROW(TYPl PMG 28' 20' 16' I 2 ' EXIST I 2 Ora I • 73 16. 25/ I 6. 40 0.0/ I .0 I I I ~g~ 9/ 15/95 REGISTERED CIVIL ENGINEER DA TE fESSIO,v LBER • DICKSO "' "' PLANS APPROVAL DATE - CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 . 194 17 "' p. 9/30/97 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES @-ruRNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN &FURNISH AND INSTALL TRAFFIC BARRICADE, TYPE I I I, INCLUDING N3 OBJECT MARKER WITH CONST- RUCTION SIGN,SPACING PER PLAN IO' 38' II' II' II' 5' EXIST CURB EXIST CURB FACE 0 0 FACE t7T ____ _.._,+-,- 1 -------REMOVE EXIST TEMP PAVING 8 8 TYPICAL SECTION MACARTHUR SECTION STA 133+42.00 TO STA 140+62.00 NO SCALE R/W REMOVE EXIST --.___:'...._-t--J.-Jl _ _J__~S~T~R:.:.l !:_P.!._!I N~G::_ __ _J g 12" WHITE CHEVRON AT 25' SPACING • SEE PAVEMENT DELINEATION AND SIGNING PLANS FOR ULTIMATE SIGNS. CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 5 SCALE I "=40, SC-2 2 -0 0 Cl "' . C, C, FOR REDUCED PLANS o 2 3 ~ L._ __ _;_F:::_:_OR_:::M:_D:_:C:_-O:::E:_-9::2__:-P_:_F__:(::_::RE::_:Y__:_. _;:;_31_::8_:::8> _____________________________________ _::0~R:'.IG::IN'.:A.'.:.L__:S:'._':C:_:A::.L:..E _'._IS:____::IN."._'.'.IN_::::C::_H'..::_E:_S _-=:=::::::::::::.':=::::::=:::::=::::::=~---------------------------LC::_:LJ::__:_I =2=2~0::8 ______ ~E:_'.A:_:0~0~5:_3:_3::'...'._I _______ _J;:!; CITY OF NEWPORT BEACH DWG. NO. R-5683-S --- -.J "' X 0 w >-V) co > 0 w w 0:: V) w > I-w <( 0:: 0 X w I.O I.O I-O'> O'> <( ' ' O'> O'> Cl.. Cl ....l ;;:: -, I ' O>->-wco co 1--0 <(w 0 ...Jz w :::) <..'.) :,,:: u_ u ...J(/) w <(W :c uo u I-:::r:: :c X (.!) -V) :::r:: a:: (/) lJJ > >-0 z ~ (.!) V) - lJJ J Cl X X FORM DC-OE-92-PF (REV. 3/88) 0 0 38 --- j/v••/•' /~-/ ,' 12" WHITE CHEVRON a:: w AT 25' SPACING a.. <( I- REMOVE EXIST >-- STRIPING <( (D m TYPE IV(Ll 0 • PMG •O ARROW(TYPl m N IJ) -+ -R/W 25 m (!) '<I" w -(D -...... __ ----EP --------------- •• MACARTHUR-· <"j· .L DIST COUNTY ROUTE TOTAL PROJECT I 2 Ora I • 73 16. 25/ 16. 40 0. 0/ I .O I 12 173 ~g~ 9/ I 5/95 REGISTERED CIVIL ENGINEER DATE WITH C30 SIGN 13 . DICKSO 19417 p. 9/30/ AT 200' ------ u w CX) 'St • I'<) ,-._ + m LI) SPACING(TYPJ AT 50' SPACING 13 ( TYP l W41 13 ------ EXIST STRIPING TO REMAIN EXIST STRIPING TO REMAIN AT 50' SPACING (BOTH SIDES) 13 ., ~ \ ~•-o . • i . / / __.___-R/W 27B 0 0 • 15' I I ' 72' PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES @-FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN 0-FURNISH AND INSTALL TRAFFIC BARRICADE, TYPE I I I, INCLUDING N3 OBJECT MARKER WITH CONST- RUCTION SIGN,SPACING PER PLAN @-FURNISH AND INSTALL CONSTRUC- TION SIGN AND ONE POST OR TWO POSTS PER PLAN 26' VARIES II' II' 12' 12' IO' IO' 11' II' VARIES REMOVE EXIST TEMP PAVING TYPICAL MACARTHUR @ (§ SECTION BOULEVARD STA 146+48.OO TO STA 148+32,OO NO SCALE -·-···· .............. _ .. ,., .. ··--···/ ...... _. __ ··_··-_· _· .............. .•••... .•. ...... [ R/_w _____ ...... ··-·· _ ...... ········· ---- - - - - -~ll,,o==o• ·•-=~~.~:::::•.:::::•:•.:.::::.:::~~-•=::-..:.•: .. : .. :.:/--., , ••• ,, •• ~.~-• ' ,, • ..,.,. ,,,.. ,,, '" ,.,,,,.,.,.. :·:.=·~ .::·: ". ······· ······: ,,. ·::::: .. ::.:.". =:::.:· .... :~::. ··:.:.,_····"_" ·_····_-_·· ·_·' ._ .. :::.:...:_··· _·· .... _ ••• _ ...... _ .. ·_· •••••.. :....:_···· .:::··_· ···_--·_··-· 27B 9 22 --------(!) z a.. 0::: I- (/) 1-- 0 (/) 0 - •X 0 w 0 + z N -<D 0 - , FOR REDUCED PLANS o 2 ORIGINAL SCALE IS IN INCHES 3 EXIST STRIPING TO REMAIN [R/W --------"•"~~•--~~=••y "''",d-<.""""•""~"=•••.,,,=•<•-"''·"°"·"""-•"""k"'W•~""'"~"'·'"~"""""-~'"·m",.--•~""''"'-"""••• '""~•"'"'•"•~~. !f's\ /\, f.s}:,' e1,.,, .• ,.,,o;;c:,; ~1-1'\!":h:; 1~7 ·-···--L-:::.L'::L:::..'l.5.._ .. -.... _ SEE PAVEMENT DELINEATION AND SIGNING PLANS FOR ULTIMATE SIGNS. STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 5 cu 12208 SCALE I "=40, SC-23 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -.,., N u (/) -.,., N u (/) <J;> 00 00 a, N z ::::, ::. 0 L,_ • 3:: (L . 0 0 ::::, .. ~ 0 ii: s - 1 ' • j ~ !! .r; ~ ; . . ; ~ 0 11 • z -i3 ... .... w X 0 w >-(/) co > 0 w w 0:: VJ w > I-w <J: 0:: 0 X W lO U1 I-(1\ (1\ <i:'-' (1\ (Yi a.. 0 _J 3:: -, ::c ' O>->-wa:i co 1-0 <i:w 0 _Jz w :::i C) ::.:'. u_ u _J \/) w <CW I uo u I-:c I X (!) -Vl :c a:: (/) w > 0 >- z ~ (!) Vl -w ..., a X X MACARTHUR BLVD CONSTRUCTION AHEAD PACIFIC'COAST HWY ALTERNATE ROUTE 92" SIGN "A" NTS MACARTHUR BLVD CONSTRUCTION AHEAD BICYCLISTS USE AVOCADO AVE 92" SIGN "C" NTS SIGN "B" C5(Ll jP,: Cl SIGN "C" • ~ 0 C5(Ll \ <:;r,:§J \".SIGN "B" C5(Rl 0 LO Cl3 Cl3 j • Cl8 ~5oo, ( I 3: w I 10 > w er:: 0 ll) er:: <( I > -er:: 0 J, ~ SC3 SIGN "D" Cl8 • c.o I'() 120 MACARTHUR MACARTHUR BLVD CONSTRUCTION AHEAD USE ALTERNATE ROUTES 92" SIGN "B" NTS MACARTHUR BLVD CONSTRUCTION AHEAD BICYCLISTS USE HARBOR VIEW DR TO MARGUERITE DR 92" SIGN "D" SIGN "C" j SC3 Cl8 1,,.6-: / S' Cl3 NTS Cl8 ~ ' ()() 0~ o. ~y SIGN "C" / C5(Ll SIGN "C" SC3 • c.o I'/') • N 'SI' SC3 160 BOULEVARD• ;;} LEGEND TWO POST SIGN ONE POST SIGN I t DETOUR I Cl8 I 170 ~ SIGN "B" 12 Ora I • 73 16. 25/ I 6. 40 0 .0/ I .0 173 ~~ 9/ I 5/95 REGISTERED CIVIL ENGINEER DA TE ofESSiO ILBER . DI CKSO "" "" PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 . 19417 "' p. 9/30/9 CIVIL F C~~ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 NOTES I. FURNISH AND INSTALL CONSTRUCTION AREA SIGNS SHOWN HEREON FOR THE ENTIRE DURATION OF CONSTRUCTION UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 2. 3. 4. LOCATION OF CONSTRUCTION AREA SIGNS SHOWN HEREON ARE APPROXIMATE. EXACT LOCATIONS TO BE COORDINATED WITH THE ENGINEER. THE CONTRACTOR SHALL INSTALL PERMANENT SIGNS WHERE POSSIBLE TO SUPPLEMENT CONSTRUCTION AREA SIGNS. THE CONTRACTOR SHALL COVER ANY CONFLICTING GUIDE SIGNS AS DIRECTED BY THE ENGINEER. 5. ALL SPECIAL SIGNS SHALL HAVE A BLACK LEGEND ON AN ORANGE BACKGROUND WITH 6. SIGN 6" SERIES D UPPER CASE LETTERS AND MESSAGES. ALL OTHER SIGNS SHOWN HEREON SHALL BE THE "STANDARD" SIZE AS SHOWN IN CHAPTER 5 OF THE CALTRANS TRAFFIC MANUAL AND STANDARD SIGN SPECIFICATIONS UNLESS DIRECTED OTHERWISE BY THE ENGINEER. SEE SPECIAL PROVISIONS FOR "CONSTRUCTION PROJECT FUNDING IDENTIFICATION SIGNS". "B,, SIGN "A" CONSTRUCTION AREA SIGNS NO SCALE CS-I .. N -.: FOR REDUCED PLANS o 2 3 ~ L_ __ .:_::FO::.::RM~DC:_::-0::::_E-__::::92::._:-P'._'._F_:'(R'..'.'.:E.'..:V.__::,3/..::'.:88:'..'...l -------------------------------~OR~IG:'..'.'..IN:'..'.:'.A=..L ...::'.S.:.'.CA::L=..E ...'..:IS~IN~IN~C~HE::::S'.__..=:::::::==::=:::::::==::=:::::::==~---------------------_J:..::C'..'.:'.U:_:_1.:..:22::_:0::,::8'.__ ____ _j_:E:_:A~Q.:'..05::'.:3:::3:'...'.l ______ _j"' CITY OF NEWPORT BEACH DWG. NO. R-5683-S X 0 w >-(/) OJ > 0 w w 0:: (/) w > I- w <{ 0:: 0 X w I.() I.() I-C'I C'I <{ '-'-C'I C'I a.. Cl _J 3: ..., :r: '-O>->-WOJ en 1-0 <Cw 0 _Jz w ::i C) :,,: (._)_ (._) _J(/J w <CW I uo (._) ! ! l ' ,~,,t ! I-:c I X (.!) --V) :c a:: V) lJ.J > 0 >- z ~ (.!) V) -lJ.J """) Cl X X FORM DC-OE-92-PF (REV. 3/88) PACIFIC 144 ,/<; ·- r 165' COAST 210' 146 I j I I t 1 • i i '-~,, ' -~---"~ ···==·,,~ Rl8-2 1 L VAR 't. 280 ---------------------- I 2 ' I 2 ' I 2 ' I 2 ' t"--,. i i L,..,,.,,_,«-.,,J 147 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES f ·~-~" -., .. , f "'"" ·~ "~ "'-~ 2 3 SI 1-1. 0 .· /"'··,\,, >< 12 ''. \W~ I TE CHEVRON .',~ 2p·,.• SP AC I NG ( TYP l ' ~tw f .. 82~S-I 1 ""''>...,~,,✓/'; 10 38 ---100• ------- Q) (\J • I 4' (\J (\J ~, I I ' -C 12 • lJ) 0.. - f ~,'-'>,,_ -/ '·'·~-~-, ti) 0 :£) L DIST COUNTY ROUTE TOT AL PROJECT NO. 12 Ora I, 73 16.25116.40 o. 0/ I • 0 I 14 ~g~ 9/ 15/95 REGISTERED CIVIL ENGINEER DA TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 . DICKSO 1941 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 SHEETS 173 CONSTRUCTION NOTES / PROTECT IN PLACE. FURNISH AND INSTALL SIGN ON ELECTROLIER. RELOCATE SIGN TO NEW POST(Sl. ~ ~ SNS T 0 ' ' ' LEGEND PAVEMENT DELINEATION DETAIL PAVEMENT MARKING TWO POST SIGN. MOUNT SIGN AT 8' ABOVE GRADE OVER SIDEWALKS AND 5' IN MEDIANS (UNLESS NOTED OTHERWISE) (4"X6" POSTS) ONE POST SIGN (4"X4" POST) SIGN MOUNTED ON SIGNAL POLE OR ELECTROLIER (STRAP AND SADDLE MOUNTEDl TYPE F DELINEATOR (CLASS FLEXIBLE POST) CHANGE OF PAVEMENT DELINEATION DETAIL STREET NAME SIGN PROPOSED STREET LIGHT EXISTING STREET LIGHT PAVEMENT DELINEATION AND SIGNING PLAN SCALE: I "=40' PD-I cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S ~ e I " I ; ' !f! ~ i i3 z ffl • □ ~ I ~ ~ ~ cl i "' 9 --.c -~ ~ 0. co a • "' (l_ ,..._ 0 C, Q_ (0 00 00 0, N z ::, ::a' ~ {.') Le. r . ~ 3' Q_ 11 . ' C, C, ::, ~ ~ .. N ; z <( VJ "' "' X X X X X ID 0.. 0 >-ro Cl w (,/) > w 0:::: W Ill I-°' <t ~ 0.. ..J -:, ' Cl>-wro I-Cl <w ....I z ::::i (.'.) u_ .....I l/) <{W ua I- :i:: C) V) a::: w > 0 z (!) (,/) w Cl ~ ~ .. ~ II. I I= ~ I-ii i! ~ A. l!f U) en ' en Cl w Vl > w 0:::: w I- <{ Cl Ill °' ' en Cl 31: :c >-co Cl w :::.:: u w :r:: u :::r:: :::r:: l/) >-j --::, dP FORM DC-OE-92-PF <REV. 3/88) f /~ .• / G56,G28-2(1l,G35 Gt,Gt2 ) ··./ . f. " iJ 1-frt,E O ? .. 0 .~ • - U) 14' I-N I + (!)rt-,_.o 0:: - LL.I < > I- CJ) 0 20' 204' -------------:.,;,,r ACARTHUR .r-;::=::::::;:::-'~--:::--':::-::~..___.,-,, R1, TYPE N R10 (RT> 2' CURBED 2 , r MED I AN1 B 13 109 (D LL.I < z ..... LL.I _J LL.I CJ) I 12' VAR 150' 14' 12" \.JH I TE u I-< ::E / ------·0" ";:-:,, ,. 12" iJHITE CJ;IEVR0N "BIKE LANE" ,-----'-----~-~M & ARR0\.J ( TYP2l 0.,l " ,, @ 25' SPACING' (TYPl "Y--, .• ' t""' •••• 1 2" \JH I TE CHEVRON @ 25' SPACING (TYPl TYPE K R28S-1 TYPE K •' JBA 38 C, + 25 38A 39 ' . ---- .. I 2 Ora I • 73 I 6625/ I 6640 .0/ 1. ~~~ 9/15/95 REGISTERED CIVIL ENGINEER DA TE o,ESS/0 ILBER . DICKS 19417 •----,::----:: ''.'.\ , ·, PLANS APPROVAL DA TE 1 3''.!\r.iJH I TE DI AG0NA~S ~t:::-C":"!I T:::-Y~OF:,!!""':N":;!E~WP~OR~T~BE~A:-,C::,H:----"'\\ @ 50' SPACING (TYP:') 3300 NEWPORT BOULEVARD XP, 9/30/9 '/}--1 CIVIL R/iJ (..' f." ·;\JH I TE NEWPORT BEACH. CA 92658 25 ROBERT BEIN. WILLIAM FROST AND ASSOCIATES , 14725 ALTON PARKWAY . RVINE CA. 92718 ~~"'=:::l::~b==i!==:::::b=;i:::=:::!:==="O ~~+=4=~='=-b='====='====~=t==f==~_j__L ~ -- 38 38 25 13 0 N 14' 1 3 39 "" 1 2 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I MACARTHUR 2' 2' 12' --12' ,. I I 2 I 150' 1 3 3 I 14' 12' 1 2' R/\.J 5 (TYPl 10 114 -------------1-CONSTRUCTION NOTES LL BOULEVARD 6 6' G.8-1 R81 \. 25 R,2BS-1 ', BOULEVARD CURBED t MEDIAN 1 5 -'"'°"",..,, CURBED MEDIAN 1 7 -~ 0 PROTECT IN PLACE. R18-2 ·tOZ..-· < :::3 ~~@ 2' 12' LL.I -'-'.::,,.-,::::::-1~ ~@ _J LL.I I en@ -t-.-11 u I-< ::E FURNISH AND INSTALL SIGN AND POST AS SH0\.JN HEREON. FURNISH AND INSTALL SIGN ON ELECTROLIER. RELOCATE SIGN TO NE\J P0ST<S). FURNISH AND INSTALL TYPE I PEDESTRIAN BARRICADE WITH R96 SIGNS. TYPE IV(R) FURNISH AND INSTALL TYPE III BARRICADE \JITH C2 AND TYPE N-2 SIGNS. f'l'Y?+'"'"·-=••·--. !8 VAR 2 12' 2 12' 1 4 ' 0 0 • OM o, + C) tO a.. -...... 0 < z I-I-CJ) LLJ w LL.I z I -CJ) _J LL.I I LL.I u CJ) I-< L PAVEMENT DELINEATION AND SIGNING PLAN SCALE: 1 "=40' PD-2 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S --N· ... 0; CO D t!) 0.. LL . N 0 Cl 0.. (I) IX) IX) 0, N z ::::, ::C, (!) LL • ::,, 0.. . Cl Cl ' ::::, .. N < -CJ) ti, -ti, ,, i ! ~ " ~ 0 ~ :u 'O !B 0 " ~ a 0 X X X X X >-co 0 w (/) > w 0:: WI.O I-Cl'> <( ' Cl'> Cl.. ..J -::, 0 w (/) > w 0:: w I- <( 0 ~ :r:: (.!) 1/l :r:: a:: V> w > 0 >- t5 ~ ~ -:) Cl dP J 25 13 "BI KE fIL ANE" -M,,. & ARR® ( TYP) II.: ••• -~--0.\ _r r ~•I '·,:-, / --• I . ------f 25 39 13 "0 IL DIST COUNTY ROUTE TOT AL PROJECT I 2 Ora I , 73 16025/ I 6040 .0/ I. ~~~ 9/ 15/95 REGISTERED CIVIL ENGINEER DATE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ~ ti> -12, -2 , ._ ----_ _ MAC _::RT~H~U-=R~_---.:===~=====:-.~·----====::::::::::· ~~ .. ~ . -- • tO ROBERT BEIN. WILLIAM FROST AND ASSOCIATES -• ~ ·---'-----+--1---.-----10 14725 ALTON PARKWAY BOULEVARD ~· VAR O IRVINE. CA. 92718 o -r----------1--·-----z < 111 j I-i 1 8 ~ 11 1 s -l ~o CURBED .J ~ (J) l3_' _f 2~-_ _ • 1 MEDIAN iJ1 1J2 W W ! 14' • ---------• ~ ~~~~~~~--~~~~~±,r~~---:-f-------------f - Cl) ~ 25 1 3 39 • / 1 -/ _ -• 12' + I- -U) LL ---2' 12• NW -....J ----'----1•< ~ --- I 160 r I ------. ----- . . 2 I-0 12' Cl) ....J -w 12' W CD LI._fi2_:_ ~ w ....J w Cl) < I :/ :' / . :l: _,_,_ _______ _!,r =;::!;t:-::-:-::::::::::::::-;;:::::;;t:;.:::::::::~:-_::..::..::..::..:;..::..::..::..;:;:;::::::::::::::::::-:;::j·r:;:;;;;~=~=-i..-.-~-+--..././_..:-1._-11 [3 ;;;;;;~~?):=-~_~;...:.i.:.;-~g==:..~;_=_::.../:p::~~~~;;;;;;,::;:;:::~::'.,;;:::;;;;~::;::~::;7~~~~::: :>~i~'.~=~J~~~~;~/_f' Q~-----=B,8J ·----£. __ --~-3 ,-.. G1-1 ~~(/ ;· •, --r; [ ~jl:J~--,--,,_~-·---·\ --39A·· 13 -~2~5~ 13 ~ ---· -···· __ R28S-1 •••• / '1;1. --··-·--" -••• .::. •••• ---,___ "-··:,2'.:~·-,\-,r ~ R2j3S-(.~?-;• ·•::.··:;····:7~\~~-=-m••=•=~t~:~~!-···1rr7~>r~.~.L=;~;::3;:=.:;···yT1=:::=:.:·z:~;,z,f .... ,·---'---' -L ~ _, . \,_ _.,,_,_,.,.~ I;~-"'"' i 1 rr P"'<'-~e ........ ,~-.,;;;;:=~~'-'<¾;L,.,~~,l,,,~ '< 1 .,,c, --~-;~·r::~:@-~~ .,*f.?8S\ 1 ·~-'s. .,,,,,-"""'""· ,,,.,,,.-•~"'~",¥""--, .• --~-,•"-.,. * & \ \ ' "\ t '-.:, l / il J ._... ; .,. ,· C i 4 1 1 '::;\{ .-·--~~ ::, , ,, F0'i•"-'•'·•'·:;-,.;.:cc.,;c,;;··· ; J '1i' \ •c~ ' l !l j t ' ~ i o j-..::·:-;..·:;:_:~~-::~: s~~,;-~~.-;~-~i, --~L:;,-;;~;i.tm::;.-::--~~;:--<~--:....·--:-!r:::.'.::~~-~-'~~~~rr:;!. ~s~:::;:~~~1,---···--=-·-_·-·,;·-·.:1. --.,,,.-, '''" -, . ·'··"'" "·,·-'-;_:,.·=·;·-_··_-··1'~--'.1T:"';~j:Y"'":"1--""--_"" __ ""·.= __ ,.~--~s.....-\ • , \ ~\ -/· • ,;;. \, \ '" \'t l , l l~-i,. . .:,.:-"-·-J • : " "·' -f \. ,.. -- <-lITi)rER1 ~EMOVJAiliL.AND l:.IBRAR¥------&iGNS -C .·• !le, ,i,,· ~ \ 1•,\': ·-__ \,,\, 1il,I ;f'1 : 't. ----------··-·-·-·---- ~~2l,{j ;~~ITH <~~,,J,...~ DffiCT-ti•) i:\ t"•''"'' '_, ·-·" ···"·•-••····" ·,, ---~--=w~=-c [} l~, M, i./1 "{\,•''"'ti lW:1 t"""""'=""-''"'>=w,, ~·"/'"'-' r·+""'-'~~·:' __ .,, , , ·C -~~~"--=7\f1,_ ~,n__, -··-~!! .... :~~~!-ti ~~,-:t\ ~· i l ·~-,-~• .,,,~,,,-,~ "-----··i ,, 1 1·j f 1 ' •• i: .. ?,\ """ \Y1 11 1 i { 1i 1f ! _.,:\·~· '.} " 1 1 2' : .,._ "" __ ..,, __ ~ : ... --. ; ··"" ; ,. '1 -!£", / '-1 x-~ _. I• . , ' t , .... ! H'l. )i's ~\•' '"-.,_ , , .✓J. ~ , , ~,,: t f ,!"-••'}_ J '\ ( i f "'•-·-~ ''}% .t••1 I 1 '~,--f> '1 ~..,.1 ; ,; ; I " J it'' ,, '"~--,,~·~;; ··--'~"·'''"'J~4 t~.,.f': • "".) ·1 : I { / '----/. I t 1 f ,._-, i ...... ••·' • f~:, r.,,,.Jt' /I •• •. i;;c-;,c-.,,,.~•-'" ,-~'~·,""',, .• ¼'f)::{ ""'"""'"=-',H'".'.(~, ,.,,~,,w-1~., l f / ., 11 I F"·--J I ;' > i -, •----, ~-,-,.I:f! 1: I :;ii •• ·::,/(:>} '1~.:;: .. ~~;~·-·\rr1. J, A]:1(,, .. ~ {' i r-~ ' TYPE R81 R28S-1 25 39 1 3 MA ARTHUR VIC200' SPACING> PMG (TYPl R81 ,"' <'i) ·:si • ,,,.;, 0 SEE ,,./--MA ,CH : Rt, TYPE N 1 00 R10(RT) ' R18-2 lOl TYPE IV(L) (TYP) 39 1 2' 1 2' MG 13 38 38A R/\J 8 ULEVARD TYPE IV<Rl (TYPl R18-2 R28S-1 25 1 2' MG o"" U) I + 0 (Y) a.. (Y) -- 20' 12' 12' 2' 6' \-----+-~16~5~•-12_• ___ ,______j _____ CURBED 2' -0 CURBED MEDIAN 39A 25 126 1 3 1 1 ' 12' 1 2' 12' 165' . -·1, TYPE'."· N. R10(R) -.2" WHITE --28 2 11' "' MEDIAN 1 2' 1 2 ' 1 4 ' 133 2 <z I-I- C/) w 12' W W zI 12' ,__, (/) 39· CONSTRUCTION NOTES 0 PROTECT IN PLACE. FURNISH AND INSTALL SIGN AND POST AS SHO\JN HEREON. FURNISH ANO INSTALL SIGN ON TRAFFIC SIGNAL POLE. FURNISH ANO INSTALL SIGN ON ELECTROLIER. RELOCATE SIGN TO NEW POST(S). PAVEMENT DELINEATION AND SIGNING PLAN SCALE: 1 "=40' PD-3 -(") ~o CO 0 (!) 0.. t,_ .. (\J < -FOR REDUCED PLANS o I 2 3 ~ L __ _:::FO:::R:.'.::'.M~D'.::c2-o'.:E::_:·9::_:2-::PF'.:_:'.(R'.::.EV~._;:3/::;8'.'.:8l:__ ___________________________________ _::O:R~IG:IN:AL::._::S'._::C_:AL~E:...'.::IS~IN~IN_::CH'.::E::S:___:I==:::::==:::' :=::::::=:::'======-'--------------------------LC~U:::.__:_:12:_:2:,:0~8::'.._ _____ _.tE::A:_0:-:0~5:_3:_3~1 ------~;;, CITY OF NEWPORT BEACH DWG. NO. R-5683-S X Cl Lu >-(/) co > Cl Lu Lu a: (/) w > I- Lu < ,,,, a:: Cl X Lu II) II) I-O'> a, < di ' a, a. C ..J 31: , :c ' Cl>->-wco co I-Cl Cl <w -lz w :::, c., ,..:: / u _ u _J(/) w / \'.' <l:W :i:: UCI u I-:c :c X (.!) (/) :c a:: V'l LaJ > 0 >- z ~ !::2 (/) -:> Lu Cl X )( t FORM DC·OE-92-PF <REV. 3/88) A (✓ LJ..I LJ..I (J) 12' 1 2' 12' 12' 14' 0 0 • 25 2, -- 39 1 ---- 1 5 1 4 ' MACARTHUR 12· 12 r 1 2' 12' 12' 25 13 39 --- ,,,,,-~' 1 .,Rt , R3f.,/.// / R10\R> RBJ 2' 181' 182' 4 R28S-1 -- -----•-· crBRARY SIGN FROM STA 135+00 G1-1 . 1 -- "BIKE LANE" ~------MG & ARRO\J(TYP> _[ R/1,J • • • SEE SHEET NO P0-6 1 MATCH LINE STA 8+5l.95 (X) (\J '" (\J • • -- .._ 0 :) C < < 0 0 7 ...... 40 . . 1 0' (TYP>14 CURBED ".,, ..... TI 1 4' 40 (Y) 38 12" WHITE CHEVRON AT 25' SPACING(TYP) W54 R18-2 l0 38 25 13 --BOULEY RO 285' 16' 38A FOR REDUCED PLANS o 2 3 ORIGINAL SCALE IS IN INCHES .. 39 RI\J ...,,.,~ < " 25 TYPE IV (Ll (TYP) TYPE IV (Rl <TYPl 16' 1 4' 1 2' 12' 1 1 ' 18 0 0 • 0 0 + 00 '-f ..... < I- CJ) w z ...... __J :c u I-< L U) 0 z I-w w :c (J) w w (/) MG PMG PMG DIST COUNTY 12 Ora ROUTE I, 73 16025/16040 .011. ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 CONSTRUCTION NOTES 0 ;,.,; .\> "L"'. FURNISH~ANO INSTALL SIGN ANO POST AS SHOWN HEREON. FURNISH ANO INSTALL SIGN ON TRAFFIC SIGNAL POLE. FURNISH ANO INSTALL SIGN ON ELECTROLIER. ""'h V~, RELOCATE SIGN TO N~\J POSTCSI. <;") 1' -4,__ '--f>,,, 0/"''.'s ·! ~ _,:_'. V PAVEMENT DELINEATION AND SIGNING PLAN cu 12208 SCALE: 1"=40' PD-.4 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -" ,o ro 01 (!) [L I LI. . . " 0 Cl [L (D ro <:O "' N 5 :E: (!) LI. • ::,, [L . a Cl :::, U) .,. I X X X X X Cl w >-V) ID > Cl W w a:: V) w > 1-w <( a:: Cl W IO IO I-Cl'> Cl'> <( ~ ~ 1-:c C) V'l 0::: w > 0 z C) V) w Cl a.. C ....I 31: "") :c ::c -::c V> i - t 38 13 38A 39 0 0 • 16' 4 14 ' 12• 2' 12' VAR wJ w :r: en u .,,._""""'"_+-___, I- < L 0 0 • o.-.-- \ ,J 3 .... ,_ 0 ,-+-- ::z: + 2& VAR - VAR --VAR -- t -80:1 TAPER pl 25 "BIKE LANE" & ARRpW<TYP) I R18-e ; 10 \ ' PMG T"(PE IV JR} ·~rr-tl5 > TYPE IV (Ll <TYPl _MACARTHUR --- 30:1 TAPER -- EP u co 0) • r-t- rt-+ , ;(X) ·{{) 2' 51 2' TYPE)< R/\.1 1 2 1 2 • -o--1 2' o-,z,- -. ,. -~~ '"~ -'"·-'" """~'~°"""""'""'""'"'"''"'"' ., ., R==1soo• 1-------------------------- -0 ------\,, .,t 0 1 0' 13' \ -- VAR u w N 01 • LO + (") LO 12' 12' 153 I / i::,'j,,,,\ ' 0- ';"' '·-~-,«-· cs-~ 12" \./HITE ~------------11-'M 100' SPACING<TYPl 218 EP R=1500' - 13 29 0 0 • _ __,o - 0 + 1- tl) \..1- ~ ':j DIST COUNTY ROUTE I 2 Or-a I , 73 I 6025/ I 6040 .0/ I. ~~ 9/15/95 REGISTERED CIVIL ENGINEER DA TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 . DICKSO 19417 •-----'--p.9/30/9 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 -BOULE:Y ARD CONSTRUCTION NOTES 12' 1 2' 1 4 - EP R=2000' --- _:,_> ",~·--•---~~ tS> --,---~~---~,e•~------ - \r:, ~~- , ,,,..~,,-~--.... , -- ., i " '" --•~•~,-•,•~'>,~,,_ •'''"'»>'-•~•-•------~~,,,_~•-•~~"~'"-~•ue¥~--,.----•"m"''"'" ,.,o,~o•••,-rn, ,,,~• m·--, •~• "-" ,:-,,,.~.-.··o·,,1'a,W'."'":P,cm,~,'-',''"'''~"»n•;!,)c.-,.s1c,.,..,,,,si-.,"{J ''""•"="=""'"'•~'""'~"="~-"=~BDUL_~¥"ARD="°'"'""'"""'"·'"'""'.·:''.(~: X,: __ )a< ''""""''"-"'~==>•"-=""~"'""'"""'=~'!';C:,;.%:,,=• •. /'•'•r •~ •· t'"~-' '_,,, ✓-· :::~ PROTECT IN PLACE. FURNISH AND INSTALL SIGN AND POST AS SHO\.IN HEREON. FURNISH AND INSTALL SIGN ON ELECTROLIER. RELOCATE SIGN TO NE\./ POST(S). ; / / 29 -7ii--·~~~c~\~---------- "',. ~ u ---...,.._..;.-----1---------------- 13 218,· TYPE @ 125 SPA,ING(TYP> ' ·~··•",·. LIJ 0 "1 tO Cl) 0) I- • (J) LO ,_ Wx + LLJ N tO z ~ <o I-7 (f) "RECORD DRAIJJI 1\1 uS" BASED ON CONTR,\CTOR'S RED•!JNEO ?U\NS DATE~.L_-/"I'-92?__, ___ _ PAVEMENT DELINEATION AND SIGNING PLAN SCALE: 1 "=40' PD-5 . lJ) 0 0 0.. U) ro co Cl) N z ::, :,,: (!) LL . ::,. 0.. • 0 0 ::, .. N < FOR REDUCED PLANS o I 2 3 ~ L_ __ _..:.F.:;::OR,:::M~DC:::_-.:;::OE:..-.:::,:92:.,:·PF:..:._::,:<R.::_EV::,·_::.,3~/8~8J:.._ ____________________________________ __:O::.:,R:,::IG:::,:IN.::A:::L~SC:,:A:::L:.::,E_:1,::S_:1:,:N_:1:,:NC::.:.H.::::E:.::S _ _::l=:::==:::l::=:==:::=I =::==:..I ___________________________ J..:C.:U__:l..:2::2:.:0:.:8:.._ _____ -+::E::.A__:0:,:0:,:5:,:3:,:3:.,:1 _______ -l.;; CITY OF NEWPORT BEACH DWG. NO. R-5683-S I I I I I j a i i rn l.__~ --qO -....i \,,a X Cl LLJ >-l/1 Ill > Cl w w 0:: l/1 w > I- LLJ <( 0:: Cl X LLJ I{) I() I-O'I O'I <l ' ' O'I O'I 0.. i _J "? ::J: ' Cl>->-Lull) ll) I-Cl <(LLJ Cl _Jz w ::::it:) :,,:: u_ u _JV) w <CW :c ua u I-::c ::J: X 0 -VI ::c 0:: l/) I.LI > 0 >-~ z 0 -VI -:, I.LI C X X t i l f ! i I ! / I 1-0 ~o >< + w--t z< ...... I-0 (.f) 7 18' 1- (f) - - ,__ ,, :,< w z ,..... 0 ' 40 - - 10 I, ' \ - 10 1"2 " \.I H IJE 38C 10 , -, -- ,,, ......... ..._ R28-1 TYPE IV<Ll PMG <TYP) -LIBRARY 39A • ~~ ,..,¾C"· ...._ -...:; 20,:, ---------1.=i (/) ,_ --+--J~ fti ------ -- R61 10 39A R81 R28S-1 --- 28 .... :c -./ (/) :c UJ (.J UJ ,_ (/) i 12" \./HITE CHEVRON @ 25' SPACING <TYPl R61 38B 10 38 12' 10 38C ••• TYP.£,.{V <Ll (TYPJ ~9A 38C Cl) 0 0 Z< I- C/) 1-w WW :r: z Cl) ....... t---<a.. w w :r: Cf) u I- < L :z: - 0 .< 7. ·1-, (f) i i TYPE IV(Rl MG (TYP) 12" \./HITE CHEVRON @ 25' SPACING <TYP) COUNTY ROUTE 1 2 Or-a I , 73 I 6025/ I 6040 .0/ I • I 19 . Mef~~ 9/ I 5/95 REGISTERED CIVIL ENGINEER DA TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ofESSto,v. ILBER DICKS CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES PROTECT IN PLACE. FURNISH AND INSTALL SIGN AND POST AS SHO\.IN HEREON. RELOCATE SIGN TO NE\./ POSTCS). I-...,. U) -..... (D RlB-2 ~T_Y_P_E_IV_<L_l-11-'MG (TYP) ><: . /.LJ ,..,._ :z: :;: 12' --14 ' SAN 10' BFif 14 ' 12' ~,.,,,.,,,,_,, '"""=•• I I I 10 38C R18-2 R28S-1 31B SCALE: 1 "=40 ' ..... Lt) 0-,~ PD-6 . Ul 0 Cl 0.. Ul 00 00 fY> N z ::, ::i: (!) IJ_ • :X O.. • Cl Cl ::, FOR REDUCED PLANS o I 2 3 ~ L __ __i:F~OR~M~DC::-~OE;::-~92:.::;-P'.:,':F_<~R=.'.EV~--=31::_;8~8)'._,_ ____________________________________ _:0::_R~IG'..'.'.IN::,:A:.:L_S:.:C::A:.:L:::.E...:1.::S...:IN:.:_::IN~C:::_H:::E.::S_.!:I ====I===='====-' ___________________________ Lc.:.u=----...:..'-=2-=2.:0.:8 ______ +.E~A~0~0=:5;;.3=:3.;I ===~=-=--=-:--'--I;;; CITY OF NEWPORT BEACH DWG. NO. R-5683-S X X X X X 0 w >-(/) (1) > 0 w w 0::: V) w > I-w <( 0:: 0 w l.O lO I-O'> O'> <( ' ' O'> O'l CL Cl ...J 31:: J I ' O>->-wa:i (1) 1-0 <i:w 0 ...Jz w :::JC) 'oL u_ u ....JV) w <l:W I uo u I-::c ::c: (.!) ti) ::c 0:: (/) w > >-0 z ~ (.!) ti) -, w 0 C -z t§ II= ..J ~ II. 0 I!:! i§ C ... • dP 4" TYPE C LETTERS I· ONLY ONLY ONLY 48" R61-13 CSTA 105+10 FSBT) San Miguel Dr I· 88" G7-I. I CSTA 122+00 FNBT & STA 137+00 FSBT) PACIFIC VI CEMETARY 60" Gl5-I CSTA 140+15 FNBT & STA 151+70 FSBTl 25 25 2 , · I t 0 r<) • I t co - 4" UPPER CASE TYPE C LETTERS RT OR LT AS NOTED ON THE PLAN --MED I AN CURBS (TYPJ DETAIL 25 (MODIFIED) 7 [I [I 2 ' Harbor View Dr 92" G7-I CSTA 104+50 FNBT) Harbor View Dr 92" GB-I· CSTA I 15+00 FSBT) NO STOPPING ANY TIME I 2" R28S-I = co CAS SHOWN ON PLANS) ~ I ( TYP) 0 0 0 0 0 [I O 0 0 0 24' 24' 50' 4" SOLID WHITE INTERSECTION STRIPE 6" UPPER CASE LETTERS ITYPJ 4 1/2" LOWER CASE LETTERS ITYPl t co TYPE A MARKER~ ~ TYPE G MARKETT (2!) 12 Ora 1 , 73 16. 25/ 16. 40 0.0/1 .0 120 'J.M/2!:~g~ 9/ I 5/95 REGISTERED CIVIL ENGINEER DA TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 oFESSio ILBE . DICKSO . 19417 p. 9/30/9 CIVIL F c~c ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 -N 6 " 60" BIKE LANE ARROW (7 SF) A200 OJ r -)> A z r7 r7 4' 4' 4' 4, 5, BIKE LANE AND ARROW C 18 SF) PAVEMENT DELINEATION AND SIGNING PLAN (DETAILS) NO SCALE PD-7 ! i ~ 'lJI :D Ill cg 0 ~ til 2i • i I ; I I I I I J -t--' ~ 0 a) 0 (!) CL '! u.. . "--0 0 0.. "' co co Cl) N z :::, ::;, . ;,: 0.. FOR REDUCED PLANS o 2 3 (/) FORM DC-OE-92-PF <REV. 3/88l ORIGINAL SCALE IS IN INCHES CU 12208 EA 00533 I EA t__ ______ __::_.:__.::__:...:. _____________________________ _.:::.:.::.:::::..:::.:::___::::.::.::....::::_:_:_:_...::::::_.:.:::::___':=================::_--------------------_L:'..'.::'._~~-----~~~'..:..'..._ _____ _JEA CITY OF NEWPORT BEACH DWG. NO. R-5683-S X X X X >-ro Cl w (,/) > w 0::: I Cl w V) > w 0::: w t- <t 0 t ■ EXCLUSIVE PHASE PHASE DIAGRAM 02P <l---I> 02 ◄ .. 1--- --►.-(l.6 <l---I> fl.6P ~ 71 flk:PI ♦ · ~ I 08P ■ ~ 04 ■ f EXIST 2"C,INSTALL NEV 12PR#19 SIC TO NEVPORT CENTER DR CONTROLLER CABINET <APPROX. 1,200' Ct_ TO lt_l 2"C,SIC Lf) • 0 (j) r. - ~ co (Y) N ------- ...1..---·->----/ ~ N ~ PACIFIC :::! COAST ~ co ■ POLE AND EQUIPMENT SCHEDULE STANDARD VEH S I G MTG PED PPB 1---__:_-r"'-=-----r---:-:-::-:-r--.----il-'S"'"'l"""GN'-"-A=L-t--r---l NO. SIG LUM Mast Pole Type M.A. M.A. Arm MTG 0 Arrt111 29-5-10 55' 15' 3-MA! SV-1-T SP-1-T 8 - ® 1 A TV-2-T SP-1-T 6/c Z,_ ICC~ 19-2-10 30' 1 5' MAS SV-1-T SP-1-T 6 - 1 A TV-2-T SP-1-T !~IZ -(E~ 26-4-10 40' 15' 2-MA' SV-1-T SP-1-T 4 - ® 1A TV-2-T SP-1-T I~/- © 11-2-10 ( R) 15' MAC: SV-1-T SP-1-T 2 (R 'TN (N) ci--1· (p - ® 1 A (R) TV-2-T SP-1-T WRl-/ (ii.I I t,.J \~ C /- HPS LIJMINAIRE 250 250 250 I ISNS MESSAGE Avocado Coast Hwy Avocado ©POLE LOCATION A B EXIST EX ST EXIST EXIST EX ST EXIST 250(Rl Coast Hwy(Rl 12' 5' 14'5.5 ■ ALL EQUIPMENT EXISTING UNLESS NOTED: <Rl =RELOCATED, <N> =NEV e PEDESTRIAN PUSH BUTTON VITH R62-C SIGN(BICYCLEl © STANDARD PLAN ES-3C I I I I I I I I ~. I 12. 5' 12' 21' 46' 18' 18' 18' 45' 18' V 18' 18' 45' I I I I I ' I ' 12' I I DETAIL "B" 160 - 04 -OR rzB DIST COUNTY ROUTE 12 Ora I, 73 TOT AL PROJECT 16,_25/16,_40 v.0/ I .v 121 ~~ 9/ ( 5/95 fESSI REGISTERED CIVIL ENGINEER DATE ~o o1y4, 173 J' I LBER 1%"' 15 W. DICKSON%, "' -"-..;;;.....;..... __ ,"' ::! 19417 "' ..,,P,,...L"""AN-:,:S,--,-;AP=P=Ro=v-:-:A-:-L--,D'""A"""T,,,..E ----! ~ N;~p. 9/30/97 "-·1,■....1 CITY OF NEWPORT BEACH LEV RD .s-.,. CIVIL ~.., 3300 NEWPORT BOU A 4re ~o'I- 2"C, 2#6(SIGl ~ID NO 12-0RA-13-__ _ SIMULTANEOUS { NEWPORT BEACH• CA 92658 OF CA\.' - -2"C, 3#6<SERVICEl 2"C, 12PR#19 SIC DLC ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA. 92718 2"C,12PR#19 SIC TO MACARTHUR BLVD CONTROLLER (APPROX. 195' i TO i> CABINET ■CONDUCTOR AND CONDUIT SCHEDULE ~~Bl~ CONDUCTOR RUN /1\ ;$\ & /4\ # 1 4 1 2 sec 2 4 s B 3 sec 2 4 s B -N LUMINAIRE 2 2 2 0 #101--------+-~-+---f-----i N '.:f HIGHWAY TOTAL # 12 I I SNS 01 DETECTOR 02 DETECTOR 04 DETECTOR DLC 05 DETECTOR 06 DETECTOR 08 DETECTOR 2 2 2 2 3 3 3 2 2 4 3 3 3 4 1 3 3 r. TOTAL 3 6 1 1 15 ... 3#20 EVP CABLE A 2 4 4 CONDUIT SIZE 21/i_ 3"8 21/i 2-3' ~ (D N co (Y) ■ INSTALL NEW CONDUCTORS THROUGHOUT e REUSE EXISTING CONDUIT SCC=SIGNAL CONDUCTOR CABLE ASEE SPECIAL PROVISIONS -------,R7w---------, I------ -_.,__ ® RELOCATE EXISTING MODEL 1710 CONTROLLER ASSEMBLY IN TYPE 332 CABINET TO NEV LOCATION SHOVN. FURNISH AND INSTALL EMERGENCY VEHICLE PRE-EMPTION SYSTEM EQUIPMENT AND ADDITIONAL LOOP SENSORS AS REQUIRED. NEV ADRESS: 2200 1/2 E. PCH (CONTROLLER SERVICE CABINET) . 0 RELOCATE EXISTING 120/240V TYPE III SERVICE ENCLOSURE COMPLETE VITH THE FOLLOVING CIRCUIT BREAKERS: 100 AMP <MAINl, ONE 50 AMP (METERED SIGNALS), ONE 30 AMP CUNMETERED LTGl, AND ONE 15 AMP <METERED IISNSl TO NEV LOCATION SHOVN. @ RELOCATE POLE AND EQUIPMENT, EXCEPT REMOVE AND SALVAGE VEHICLE INDICATIONS AND MOUNTINGS, TO NEV LOCATION SHOVN. @FURNISH ANO INSTALL EMERGENCY VEHICLE PRE-EMPTION<EVPl DETECTOR SENSOR PER SPECIAL PROVISIONS. "RECORD DMffllGS" BASED ON OONTRJ\CTOR'S RED-LINED Pl.ANS DATE_...,6:c.::-;;:.,/:...~!:-..-..t:.9.~'8::::._ __ _ SIGNAL AND LIGHTING LOCATION 1 SCALE 1"=20' TS-1 I I I I j5i I I i i NOTE I THIS PLAN ACCURATE FOR ELECTRICAL ONLY i FOR REDUCED PLANS o I 2 3 ~ L---~~~~~~~2.:.~----------------------------------~0R~1G~1N~A~L __ s:.:c~A'..':.LE::.....'.:1s:...'.'.:1N~1N.::cH::'.:E:.:s_..::1 ===1===' ==~1 ==='===' ===-'-------------------------J...c_u __ 12_2_o_s ______ tcETA'i'Yo<o5i53;3NE1 )VFiQR:=r-§EAciq--l: FORM DC-OE-92-PF (REV. 3188) CI TY OF NEWPORT BEACH DWG. NO. R-5683-S iJ - 0 "n X X X X X ■ CONDUCTOR AND CONDUIT SCHEDULE AWG OR CONDUCTOR RUN Ii\ I?\ /3\ /4\ & ~ Ir\ 18\ /2\ CABLE 12 sec 1 2 2 2 2 4 1 7 1 #14 3 sec 1 1 1 1 3 3 3 LUMINAIRE 2 2 2 2 2 2 2 #10 TOTAL 2 2 2 2 2 2 2 #12 I ISNS 2 2 2 2 2 01 DETECTOR 2 2 2 2 2 02 DETECTOR 3 3 DLC 06 DETECTOR 3 3 3 3 3 3 08 DETECTOR 2 4 4 4 TOTAL 3 5 1 9 12 12 3#2( EVP CABLE A 1 1 2 2 Cl CONDUIT SIZE 2" 2 .. 2" 2., 2" 31 2,, <'. -~ 1,::-~ >-co Cl w Vl > w 0:: w I() I-a, <( ' a, I-< (.!) ' Cl>-wco I-Cl <Cw .....Jz ::::i c.::, u_ ....JV) <CW ua w Vl > w 0:: w I- <( Cl LO a, ' a, 0 3:: :r: >-co Cl w :,.: u w ::r: u ■ INST ALL NE\.J CONDUCTORS THROUGHOUT e REUSE EXISTING CONDUIT UNLESS NOTED: e NEW SCC=SIGNAL CONDUCTOR CABLE A SEE SPECIAL PROVISIONS 2"C,12PR#19 SIC TO AVOCADO CONTROLLER CABINET sp (SCE VAULT) i,....,...,i...---1 < 795 ' li_ TO 't_l I-:r: :r: • <.:) --~ Vl :r: 0:: C/) w < - • > 0 >- z ::i!:: <.:) ::i!:: - N -----• - 61 2"C,3 #4 (SERVICE I Vl J w Cl ------ N ----• -• -..I -..I --~ ~ACIFIC ~o.:ST \ • -0 en ~ 1 r ~ GJ2 lJI C ~ ~ zso' 10 Lll"ll1 LlNE ..-- -..-- _. .,.. • N t-,-, \ .- ! I GJ2L1~~ C JI; ,-, \ • GJ3U~-\ \ ~ (j) (') \\ i i I N .-Q -- 01_} t FORM DC-OE-92-PF <REV. 3/88> --- -- -- PHASE DIAGRAM 02P <1---{> 0'2 - ... 06 • (.j) N - ..,. ..... .. ~ 08PI ~ 1 I 1 L EXIST 1½:?"c 151 ~ALL 2 I I ' 3 --\-' -1 ½2"c \ EXIST INSTALL 3 DLC ' \ r + ' ·--------- DETAIL • B" l SIMULTANEOUS { 08 02 152 -l 06 -- UNDER MEANDERING SIDEWALK HARBOR VIEW TO SAN MIGUEL 2"C,12PR#19 SIC TO SAN MIGUEL \ NO. A B C ,.D, STANDARD SIG LUM Type M.A. M.A. 15 15' 1 A 33 12' 15' 24-3-70 35' ■ POLE AND EOU I PMENT SCHEDULE VEH SIG MTG PED PPB SIGNAL HPS Mast Pole LWINAIRE Arm MTG J2) Arrow SV-1-T 2 -250 TV-2-T SP-1-T 2• -( 1\1 MAS SV-1-T MAS SV-2-TB 250 - I !SNS ®POLE LOCATION MESSAGE A B EX IST EX IST EX !ST MacArthur Bl EX IST I 2 Ora I • 73 16025/ I 6040 .0/ I. 122 ~~ 9/ 15/95 REGIS TE RED CIVIL ENGINEER DA TE PLANS APPROVAL DATE ofESSJo~ ILBER . DICK 1941 CIVIL ONTROLLER CABIN . \ E 16-1-10 1 5' 1 5' MAS F 19-2-70 30' 15' MAS TV-2-T SP-1-T 8 SV-1-TINl SP-1-T 8 EX 250R ST CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 (2,950' li_ 0 i> \ ( R) ( R) < R l C N l 5V-1-TINl < N l G) 1 A <R TP-1 ( R l -( ) MacArthur 22,1 z Bl -15' -15' 2.5' 2.5' ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY i ~ ~ ~ 0 (j) <::i ,, I \ (j) <::i c, , I I \ \ \ \ 02P,-,, •J. --· POLE® 16 02 EVP >CONSTRUCT EV J FOUNDATIO -f --l -- ® • ( R l ■ ALL EQUIPMENT EXISTING UNLESS NOTED: {Rl=RELOCATED,(Nl=NEW IRVINE, CA. 92718 • PEDESTRIAN PUSH BUTTON WITH R62-C SIGN<BICYCLEI ® STANDARD PLAN ES-3C R EXIST 1 ½''c INSTALL NE\.J SIC w ID NO 12-0RA-73 2"C,2 #10(LTGl, 2 #12 CIISNSl NOTES• ® ~§2°E~e4Nf¥1,~I~~wMQ§e~Tl6A s~~w~9LF~~N1§AE~~bYIN~TXtEE EMERGENCY VEHICLE PRE-EMPTION SYSTEM EQUIPMENT AND ADDITIONAL LOOP SENSORS AS REQUIRED. NEW ADRESS: 800 1/2 MACARTHUR BLVD. 0 RELOCATE EXISTING 120/240V TYPE III SERVICE ENCLOSURE COMPLETE WITH THE FOLLOWING CIRCUIT BREAKERS: 100 AMP <MAINl, ONE 50 AMP <METERED SIGNALS), ONE 30 AMP <UNMETERED LTGl, ONE 15 AMP <METERED IISNSl TO NEW LOCATION SHOWN. ,~2-SIC 1162' RELOCATE POLE AND EQUIPMENT, EXCEPT REMOVE AND SALVAGE VEHICLE AT 17' "'-. VINDICATIONS AND MOUNTINGS, TO NEW POLE LOCATION SHOWN. :~',,, ................ 0 FURNISH AND INSTALL EMERGENCY VEHICLE PRE-EMPTION<EVPl CONST NEW FOUNDATION,,/ , BC , (o -~',,,, ""-. DETECTOR SENSOR PER SPECIAL PROVISIONS. ,--,'lt '"''',,,,,, ............. ; 0 ________ ,,, ----A X .. , .............. "' ,, -EX IST''2-'!-C,. INST ALL NEW s IC - 153 -..... ✓~ '--"' ® -~ r'b:{ST SIC , ...... ec #6 ·--.;,-----tJ,...,.._-..:_ -~;( SPL I'~E CAB I NET -+t ; ·-<ct--·-~ \, ~~,0'2~:~~~=:~ii~~~~;~)~:=~~-\ ~::------.... EX I ST 1 ½ C . :t----.::: .• EXIST R4 INSTALh 3 DLC:::: SIGN EXIST R49 SIGN --¾ -- - -- + -I - - -• (\J --• 'J - (") -154 ,_ 01 (") -- -- - ----------- HJGHIJAy ----- -----155 -- "RECORD DRAWINGS" BASED ON CONTRACTOR'S REO-l!NEO PLANS DATE_--4-./-__,/.:;.;;,f'.1:...:.-~9-Ef!;,::::.._~~ - EXIST 1½:?''c INSTALL 3 DLC EXIST 11/,2'C,12PR#19 SIC TO OLDENROD CONTROLLER CABINET .... R w ..... - ----- + ----------.L - SIGNAL AND LIGHTING LOCATION 2 SCALE 1"=20' NOTE I THIS PLAN ACCURATE FOR ELECTRICAL ONLY TS-2 FOR REDUCED PLANS o 2 3 ORIGINAL SCALE IS IN INCHES cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S l . I l I i~ I ~ ~ 4 §l • I i ll C: '~- ► ! m 0 ~ ... ,- l!! .., 0 Ill ;,i .... ~ ~ .... e~ ► m ii I .;. :c i I -, I I I PHASE IHAGIIAM -~-I> . t rll --\ ., l 83 ~ 1M ~11.-A 911 115_} 111 l . ......._. '-<l--.-I> - N IO' . t IIIIP J,\ ~ I 2"C,2 DLC I I I 1 l I I I - ETAIL •A• T~-6 SI 0 N 2"C,SIC 2"C, SIC /\ j "' "' :s 0 ---- MACARTHUR N ---- N ., 212U N 212L N 213U • N • --. :~: ¾ 2"C,i2PRWl9 SIC -~ ~ TO PAC IHC COAST HWY 2"C,3 DLC CONTROLU:R CA81hET ·-- NOTE$• 12,950' t TO t> @f'UIINISH Ne INSTALL EMERGENCY.VEHICLE PRE-EMPTIONIEVPl DETECTOR SENSOR PER SPECIAL PROVISIONS. @EXISTING 120/240 V. TYPE ti 1-8 SERVICE E.NCLOSUl!E WITH Tl£ fOLLOWING ClftCUIT BREAKERS, ONE lSO AIIPIMETERED SlllNALSl, 0NE 30 AIIP<UN,£TERED LTGl, AN> ONE IS Alf. <METERED I ISNSl. I ,0, NO. 12-oRA-73, ___ ~ C}. • • EXIST 2"C,2#101LTGJ C 21121 I ISNSl \l'..-' LOOP NUMBERS I AN> 2 t N EACH LEH TURN LAI£ SHALL REMAIN UNSPLICED IN ADJACENT PULLIIOX. EXIST 2"C,316<SERVlCEl • ID NO 12-DRA-73·-----'i:..:::;, @INSTALL EXISTING MOOEL 170 CONTROLLER ASSEMBLY IN TYPE 332 CAB11£T TO £J<ISTING f'()IJNDATIQN Af'TER INSTAL.LING NEW 3" INTERCOIN'.CT CONDUIT INTO FOUN>ATIQN. FURNISH AN> INSTALi. EMERGENCY VEHICLE PRE-EMPTION SYSTEM EQUIPMENT AN> AOOITIONAL LOOP SENSOR UNITS AS REQUIRED. j \ / \ / \ I \ .· //.\ ... ,,, ....... \EV~ . hl°N ' ' IC>TE ' THIS PUN ACC:llfATE FCR aECTl'IICAI. ON.Y fQIIY DC.oot.....,, MEY. J/ID 0IIIGINAL $CALE IS II INCHES 1 1 u2•c.. L . . ~ . I ou: to AVGCMIO POLE AND EllUll'lilENT SCIQOI E ■ s,,:--Vf;ll$1CMril -__ "f!J.·.· ~ .. 11$11f r',.,."'1f-NO T)1le 'SIG :r: '::: .Pole lli'O' ll .......... ,IESSlollE U& ' -A B A 29-5--80 as• i&• 3~ sv-1-r SP-_1.""'.t ~ -. 2l)O. San Mlt•• ~. 15' 8' B 15 SV-i!-T SP-l~T ,, 2QO 1$' 8' C' ~~-70 so• 15' }-.:ii '"-1-T SP•i-t e -2(1(1· : -.W.cAr fh-ur rD: 8' S.5 I l5 ls•-2-T SP-1-T 8 -200 ' 8' J,5 T~ r~ ' Ii -o· 2' r• IS. es• 15' ,-,~r SP'-t.-_l 8' --200 Slln lii9u,~ •. 1-J' a· BV-lhT ·SP+•itl".i? 200 18' 8' Ii 28-4-70 40' 15' 2~ [:J:1 SP.-1.-T -2 -.... 200 ~acAr fhur ,a. r 3' I 15 sv.:~; SP-1-t • -2QO •. 6' ,'!. J ' -.-...... .J •• -o·· 2· 4 PO!.E IIANUrACTURER SHAU. OESIGN•PO!.E(SE:E SPECIAL PROVISIOIISl &STAl«>ARO PLAN ES-&: ■ AU. EQt/Jl'MENT NEW UN.ESS NOTED, IRIRELGCATED 2"C, 12PR 119 SIC e PEDESTRtm PUSH BUTTON WITH R82-C SlGNIBIC'l'Cl.El + 10' PPB POST rOR MEDlm NOS[ SIGNS. INSTALL PPB 3' ABOVE GRADE TO SAN JOAQUIN HILLS CONTROLLER CABll£T ® 6J,41. 2•~,•:3::DL=C~D:;~c.:·===_=. ~11,500' ~-~ ., - I IIL n .., N ----410' TO --L_LMl!..ll~ . N ., . "' -. -N ......... KIST l l/2"C INSTALL 2-01.C 6J5U 8J2L 8JZU ill . ' • • ·.· · llR AND .·.·IT.· • • • • •• . RUN llETEClOR CTOR litl£CTOR 11:CTOR Q .·~TECTOR .,rm. T Sl:zt 2 2 • !NSTAI.L 1£W CON>UCTORS_ .,.,.,. qjl(,UJ1' ~JGNAI. COll>UCTOR CABLE A SE:E SP.tel Al. PROVISIOIIS ~ Qllil SIGNAL ANO LIGHTING LOCATION 3 2 I cu 12208 SCALE I •zizo' TS-3 EA 005:,51 X a w >-Vl ID > a w w 0:: Vl w > I-w <( 0:: a X W LO LO I-O'I O'I <( ~ ' O'I I-i <( c., ::i: '-O>->-WCO co t-o <Cw 0 -'z w :::) (.!) ::,,:: u_ u ...1(/) w <CW I uo u I-:c :c X t!) -V'I :::c 0:: Ill w > 0 ~ z Q V'I -, LL.I Cl X I X t r0, 05.J EXISTING PHASE DIAGRAM 02 ... <J---t> 02P 06P <J---t> 06 ◄ SIC SIC ~,~,s~~"-'"'--• •• ,_,,_v "•"A·•~~-.·••-•~•-W-'' ,,.,_,, ••' ••~•s-,~w "•u v"'"'v•• ·,•~" ~ 1 l ll'AP I 03 ~ 04 08 l 07 ~ 128 MACARTHUR 1 108P ~ ,.A.=,,,"._ >~····················----(<\(}·~-·--- "---L, CONSTRUCTION NOTES: 0 @ PROTECT IN PLACE. SEE TEMPORARY TRAFFIC SIGNAL PLAN, SHEET TS-1 FOR STAGE CONSTRUCTION TRAFFIC HANDLING. r-1 r-1 j l I I ! i L-J L.-.J '; sp END CONSTRUCTION STA 11+10.00 ABANDON ALL LOOP DETECTORS AND CONDUIT SHOWN UNLESS NOTED OTHERWISE. [fill ALL PULLBOXES SHOWN UNLESS NOTED OTHERWISE. REMOVE AND SALVAGE ALL POLES AND EQUIPMENT SHOVN UNLESS NOTED OTHERWISE. @ RELOCATE CONTROLLER CABINET. SEE SHEET TS-3. co SEE SHEET TS-3 ■ POLE AND EOU I PMENT SCHEDULE @ @ STANDARD VEH SIG MTG PED PPB I ISNS SIGNAL HI'S NO. SIG LUM Mast LUMIN41RE MESSAGE Type M.A. M.A. Arm Pole MTG 13 N'rC111 (A) 26A-3-10 40' 15' 2-MA~ SV-1-T SP-1-T 4 -250 Son Mlguel(R) (BJ 1 A TV-2-T SP-1-T 6L' 7- © 1 A LT-2-T (D; 1 tA-2-10 20' 1 5' MAS SV-1-T SP-1-T 6 -250 Macarthur<Rl © 1 A TV-2-T SP-1-T 8 -- ® 26A-3-10 40' 1 5' 2-MAS SV-1-T SP-1-T 8 -250 San Mlguel<Rl © 1A TV-2-T SP-1'-T ¼ -z::. ® 33 1 0' MAS SV-2-T CD 11A-2-10 20' 15' MAS SV-1-T SP-1-T 2 -250 Macarthur<RJ SV-1-T Q) 1A TV-2-T SP-1-T 4 - ■ ALL EQUIPMENT REMOVED AND SALVAGED UNLESS NOTED: <R)=RELOCATEDCSEE SHEET TS-3l • PEDESTRIAN PUSH BUTTON WITH R62-C SIGN<BICYCLE) ,TYP.ICAL IC TO SAN \i20NTROLLER JOAQUIN HILLS RD CABINET TYPICAL ' / --•~~" ~--•,,, ,,,-Mrn.~•-~~'~"-0,~-~~--M ~-,,,,~~--¥•<~«~•• -M~~ -----~o'>,' •-~w-,,-~•~•>'~W-•~o,=»-•·~•-•••~~ _,,.,_,,~,,,_= • TYPICAL L DIST COUNTY ROUTE TOTAL PROJE T I 2 Ora I , 73 16. 25/ I 6. 40 0.011 .o ~~ 9/ 15/95 REGISTERED CIVIL ENGINEER DA TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 . DICKSO __ ...:.1-=-94..:..1:...;7_ P 9/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 ~~-~--~ -~---~--~--" '"~ •"-••"••• h,O~" -Ca'""''"""""~"""''""'""'~_,,,,,__-"""' __ ,,,_~_,,.,,_,,,,,~='•"""""''"•"'"''"""'""=""~"'"'""'••"• SIGNAL AND LIGHTING LOCATION 1 <REMOVAL> SCALE 1"=20' TS-4 I l I ;I .• :1 l ,1 I ii! :I ~ I il' i:'. § FOR REDUCED PLANS o I 2 3 1.--___ F0_R_M_D_;_C...:-0.=.E-__ 9--2---PF:.....:;_lR--EV--·.....:.3/...:8;.:.BJ ____________________________________ _:O:.:_:R.::IG:::_:IN::,:A:.L _:S:.:C.:.::AL::E::_::IS:...::.:IN:...:.:.:IN,::CH~E::S _ _::I =====::I::==.===::' ::==.===::.I __________________________ LC::'.:U~..:._I 2~2~0::::8:::._ _____ J_;E:_'.A:_:0~0~5~3~3::'...'._I ______ _J;j CITY OF NEWPORT BEACH DWG. NO. R-5683-S -.... \JI X X X X X Cl w >-\fl co > Cl w w 0:: (/) w > I-w <( 0:: Cl W LO LO I-a> a> <( ~ ' a> I-0 -< :I: t:) ::i::: ' O>->-wco co t-a <w Cl ...iz w :::::, (.'.) ::.:: u_ u ...J\/l w <{W :c ua u ■ POLE AND EQUIPMENT SCHEDULE STANDARD VEH S I G MTG PED PPB EXIST 2"C,PULLROPE TO SANTA ROSA CONTROLLER CABINET f-----,-----.---+----,------; s I GNAL HPS NO. Type SIG LUM ~~t Po I e MTG 0 m-aw Lt.MINAIRE M.A. M.A. 11 SNS MESSAGE ®POLE LOCATION A B A 29-5-Bi 60' 15 • 3-MA SV-1-T SP-2-T 8 -200 an Joaqu in 1 5 , 2 5 Hills (R)-• -15'2.5 © 29-5-10 55' 15' 3-MAS SV-1-T SP-1-T 2 -200 MacArthur 15' 1 2 ' SV-2-T SP-1-T 4 -200(Rl 15' 4 ---O' 60' 15' 3-MA SP-1-T 4 _ 200 San Joaqu l n Hills (R) 10' 15 <Rl SP-1-T 6 1 0' 35' 15' 2-MA 200 MacArthur 15' 1 2' SV-2-T SP-1-T 200 15' PPB POST + 8 -0' ■ ALL EQUIPMENT NEU UNLESS NOTED: <Rl=RELOCATED<SEE SHEET TS-6) e PEDESTRIAN PUSH BUTTON UITH R62-C SIGN<BICYCLEl + 10' PPB POST FOR MEDIAN NOSE SIGNS. INSTALL PPB 3' ABOVE GRADE. ... POLE MANUFACTURE SHALL DESIGN POLE <SEE SPECIAL PROVISIONS). R/ 2"C,PULLROPE (FUT CITY SIC) 2"C,3-DLC ; ; 6' 6' 2' 4' 4' 2.5 2.5 2' ® STANg_~RD PLAN E§-:3C LW _____________ _ ++,----! 1--------------------==::::::;~~; N -N (.{) -2"C,12PR#19 SIC TO SAN MIGUEL -.,r CONTROLLER CAB I NET< 1 , 500' t_ TO (£_) -- 2 "C, 2-DLC 31f 14 N MACARTHUR ----N 1"C,31f14 - I I -U) ® R 12' 60' 60' 12' ::, _j ::, ~ U) to -..... ..... I ~ ~ ~ ~ I w ~-...,1-LL.L_ __ ..J._ _ _L_ z ~~~~~--e~;~==;~==~=~======~=;==:~==~~=== I- I • I 18' • 1,/ I I I I--0 l: l.() -IN _J 12•, 14' --- 06 2"C,MT 1 . 03 02,05 EVP@ 06 R3~ /sIGN _ @/i3,08 EVf_ ... • . : I I i ..• 14' 12' I C) < 0 O'.'. Cf) ..J ..J ..... I 2 0 I I 06 6J4L 6J4U 2"C,MT 2"C,3-0LC ELECTRICAL EASEMENT • I c.o -I I I I I I I I .J_ 41Q>' TO IL DIST COUNTY ROUTE TOTAL PROJECT 12 Oro I 73 I 6.25/ 16.40 • 0.0/ I .o 'J.M,kt:~~ 9/ 15/95 REGISTERED CIVIL ENGINEER DA TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 ■ CONDUCTOR AND CONDUIT SCHEDULE R AWGOR CONDUCTOR RUN Ji\ ~ & /,¼, /,;\ /4\ CAlllE 1,/ 1---------- N 12 sec 2 4 4 2 8 8 tt 14 3 sec 2 4 4 2 8 8 LUMINAIRE 2 2 2 2 2 tt 1 0 TOTAL 2 2 2 2 2 1112 I !SNS 2 2 2 2 2 01 DETECTOR 2 2 2 6J3U 02 DETECTOR 6 6 6 03 DETECTOR 1 1 DLC 04 DETECTOR 5 5 5 5 5 6J2L 05 DETECTOR 2 2 2 2 2 06 DETECTOR 5 5 5 5 6J2U 01 DETECTOR 2 2 2 2 2 08 DETECTOR 3 3 I-:r: ::c: (.{) ••••••• R'l3·"'75 SIGN ......• •·\l ~======~=========;=r=~~~~tl+ 01 ··-••• ·-... __ .... •··················· J··.. .. .... 1 I 1 L I I N I I +++ l TT1T ---+----I -t\l -!---- TOTAL 3#2( EVP CABLE ... CONDUIT SIZE 9 14 16 6 26 26 1 2 2 1 4 4 3" 3" 3" 3' 2-3 2-3 (.!) -\I) :r: a:: (/) w > 0 >- z ~ (.!) 2I2U \I) -Lu -:, -0 N 212L r,- 2!3U N l!s t FORM DC-OE-92-PF <REV. 3/88) N - 410' TO -N LIMIT LINE --N --• -.J ---.J -.J PHASE DIAGRAM@ 02--• .. <1----1> 02P (:EP <1----1> 06 ◄◄-- \ 03 2l4L 2I3L 3'X 20' 2"C,PULLROPE <FUT CITY SICl 1 04PI 1 ◊ 0t. I I \ I I __ .. ---·r ····02 ••···· .. 2"C,2-DLC 2"C,PULLROPE ' ••• (FUT CITY SIC> ... ·;·· / I 1"C,31f14 02 ... 1-1+--'--H--+---''"<-------,~ & SIC _ _..-[ I R13-5 _.-SI GNi 01,06 EVP 113 I -I I c.D I / N / I -I -I -:::-/ BOULEVARD/ ~ / r I /-.,r 2"C 12#10<LTGJ 1& 2#12<IISNSl N r,- ■INSTALL NEU CONDUCTORS AND CONDUIT SCC=SIGNAL CONDUCTOR CABLE •SEE SPECIAL PROVISIONS @04,01 EVP_........ I 4 I I z -::) Cl < 0 J z < Cf) 18 • ; / }"C,SIC 2"C,2-DLC 55/v I I I -2 J12"C,31f6CSERVICE> I N - ---¼...,.1,/------------- "RECORD DRAWINGS" BASED ON CONTRACTOR'S RED·llNED Pt.ANS DATE_/_-;,._~.._-....... 'J'....,S ......... __ ::J O'.) } O'.) 2"C,SIC ,/ NOTES: I 2 1/2"C<CONDUCTORS BY SCEl I rf--@ / -'--{, 11 sp I ::, U) ..... (V) I , I ; 1,/ g;§=~r====~~~~====- NOTE I FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES 2 I I @ RELOCATE EXISTING 120/240 V. TYPE III-B SERVICE ENCLOSURE 1,/ITH THE FOLLOWING BREAKERS: ONE 50 AMPCMETERED SIGNALS), ONE 30 AMP(UNMETEREO LTGl, AND ONE 20 CIRCUIT AMP<METERED IISNSl. @ RELOCATE EXISTING MODEL 110 CONTROLLER ASSEMBLY IN TYPE 332 CABINET TO NEl,J LOCATION SHOWN. MODIFY, AS REQUIRED, FOR NEl,J PHASING SHOl,JN AND ADDITIONAL LOOP SENSORS. @ RELOCATE EXISTING EMERGENCY VEHICLE PRE-EMPTION<EVPl DETECTOR SENSOR TO NEl,J POLE LOCATION SHOl,JN. SEE SHEET TS-6. 0 LOOP NUMBERS 1 ANO 2 IN EACH LEFT TURN LANE SHALL REMAIN UNSPLICEO IN ADJACENT PULLBOX. @ INSTALL TYPE H SERVICE ON SOUTH QUADRANT OF PPtt4008160E. THIS PLAN ACCURATE FOR ELECTRICAL ONLY SIGNAL AND LIGHTING LOCATION 4 SCALE 1"=20' TS-5 3 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S .. X 0 w >-V) co > 0 w w 0::: V) w > f-w <( 0::: 0 X w U"l U"l f-O'> O'> <( '-'-O'> O'> I-0 <( 3: c., I '-O>->-wen co 1-0 <Cw 0 _jz w ::i (.'.) :s.::: u_ u _JV) w <CW I uo u f-:c :I: X (.!) -V) :c a::: Vl w > >-0 z ~ (.!) V) -w ""') 0 X X t @ ■ POLE AND EOU I PMENT SCHEDULE 0sEE SHEET STANDARD VEH SIG MTG PED PPB SIGNAL HPS 11 SNS NO. SIG LUM Most Pole LLMINAIRE MESSAGE Type M.A. M.A. Arm MTG 9' Arr-ow ® SPECIAL 55' 15' 2-MA~ SV-1-T SP-1-T 200 San Joaquin ® 15 12' TV-2-T SP-1-T 2 -200 © IA TV-1-T 2 - @ 19-1-70 30' I 2 ' MAS SV-1-T SP-1-T 2 -200 ® 15 12' TV-2-T SP-1-T 7 -200 ® SPECIAL 55' 15' 2-MA! SV-1-T SP-1-T 200 San Joaquin SV-1-T © 15 I 2 ' TV-2-T SP-1-T ¾ ~ ,,_ 200 ® IA TV-1-T 6 --- CD 19-1-70 30' I 2 ' MAS SV-1-T SP-1-T 6 -200 Q) IA TV-2-T SP-1-T ~ 7 e PEDESTRIAN PUSH BUTTON WITH R62-C SIGN(BICYCLE) SIC TO SAN MIGUEL DR CONTROLLER CABINET r-, I ~-~ I ....................... j. ······· SIC(PULLROPEl TO SAN MIGUEL DR CONTROLLER CABINET 0sEE SHEET Hi I Is ( R l Hi I Is ( R l \ NOTE I THIS PLAN ACCURATE FOR ELECTRICAL ONLY EXISTING PHASE DIAGRAM r01 02 ► NOT USED NOT USED <]---I> 02P /Z6P <]---I> 08 y y 05)' ~ ~ (Z6 ◄ 07PI l08P ◊ 07 ◊ BOULEVARD CONSTRUCTION NOTES: 0 @ PROTECT IN PLACE. SEE TEMPORARY TRAFFIC SIGNAL PLAN, SHEET TS-7 FOR STAGE CONSTRUCTION TRAFFIC HANDLING. IL. DIST COUNTY ROUTE TOT AL PROJECT 12 Ora I• 73 16.25/16.40 0 .0/ I. 0 126 173 ~~ 9/ I 5/95 REGISTERED CIVIL ENGINEER DA TE fESSIO PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 LBER . DICKS i "' 19417 "' p. 9/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 ,w•M•, ,w-~"~'~w-;., , '"WM~%"-, •-• -•••<> ,M,,•,,wm,~~~,~W-~"~•MWW~"~-~ ~" "'""""'Wm<'" ,,~@WC~"' O >•~ "'"'"""m"•·~· ...... ~ """ ,,, """'"""" ·• ,,.,,.,.,. '""·~••"o,.,rn~,.,W __ _,w,~ ABANDON ALL LOOP DETECTORS AND CONDUIT SHOWN UNLESS NOTED OTHERWISE. @ §:g ALL PULLBOXES SHOWN UNLESS NOTED OTHERWISE. @ REMOVE AND SALVAGE ALL POLES AND EQUIPMENT SHOWN UNLESS NOTED OTHERWISE. RELOCATE CONTROLLER CABINET. SEE SHEET TS-5. RELOCATE ELECTRICAL SERVICE ENCLOSURE. SEE SHEET TS-5. RELOCATE EMERGENCY VEHICLE PRE-EMPTION DETECTOR SENSOR. SEE SHEET TS-5. SIGNAL AND LIGHTING @ REMOVE AND SALVAGE TYPE 15 ELECTROLIER. LOCATION 2 (REMOVAL) SCALE 1"=20' TS-6 FOR REDUCED PLANS o 2 3 !:! L __ ___'.F~0:::RM:._:::D:::C-_::0:::E..:-9'.'.::2::.'..-P.::_F_:(::RE::_:V:.:_. _::,;_31:_:8'..'.'..8'._l ---------------------------------------~O~Rl'.::G'.'..:IN'.:A.:.L _:S~C::.'.:A~L.:.E_:l'.::S_:l::N_l:".N.'.::.CH'..'.'.E:::S'._-====:==::::::==:::::==::::==:::::~'.__ ___________________ ...:_ _______ __L.:'.:.C.:'.:.LJ_'.l_::2:_::2::.::0:_:8:_ ______ l-E'.:::.A:___.:::0:.::0'..::5'..::3:'.::3:'._l'.__ _______ .J: CITY OF NEWPORT BEACH DWG. NO. R-5683-S . ,: ~ -·.; I . : i I I,__,_ X X X X X 0 w >-(/) co > 0 w w n:: (/) w > I-w <( n:: 0 w U) U) I-a'! a'! <( ' ' a'! a'! I-0 <( 3: <.:) :c ' O>->-wco co 1-0 <Cw 0 _Jz w ::::JC> :,,e u_ u _J (/) w <CW I uo u I-:J: :::c (!) -V) :J: a::: V) I.LI > 0 i z (!) V) - I.LI ""') 0 cc z ~ ~ II. 0 Ill I-cc I-Cl;! t r01 05.J ,.v-,, ,_",_~•0,V,W'~"•0•' •••-••-- 212U SAN MIGUEL DRIVE © EXISTING PHASE DIAGRAM \ r 02 ... 04PI <}---{> 03 ◊ 02P 06P <]---{> 07 06 "--. ,,._,~,.,~""'. ''" .. ,., ""''•'·'•'""••~· l 04 08 ~ l 108P ◊ , "¥"•••~,,.0"-~'"'0•••k•"~'''"~X ,,., <• MA I NTA IN LIGHT I NG DURTNG ....... ALL HOURS OF DARKNESS(TYPICALl r--1-_ MAINTAIN 4'X 16' TYPE C LOOP FOR All APPROACH THROUGH LANES(TYPICAll 1 • I ! l r I f, ! I 1 f I " i I ' I ! ~ ( I ; . ' ! ! I • f J ! I I • ' ' $ ,j ! ! I l i , i l I ' , 1 j i ' I I I ' . I i • . . . I 06 I 4 I 7U I I . • I I I DO --. 06 TYPICALLY C{NTER'ED IN THROUGH LANES\ I I • . Ii . . . . . . I . • I •• l i ', l u ' \ . \. . I \ I • . • r01 05.J SAN JOAQUIN HILLS ROAD EXISTING PHASE DIAGRAM 02 ... NOT USED <}---{> 02P 06P y <}---{> !'-. 06 .. 07PI ~ 07 • ■ EXCLUSIVE PHASE NOT U$ED 08 y ~ l08P ◊ • DIST COUNTY ROUTE TOTAL PROJECT 12 Ora I '73 16. 25/ 16. 40 0. 0/ I . 0 127 ~g~ 9/ I 5/95 REGISTERED CIVIL ENGINEER DATE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ofESSIO,v ILBER . DICKSO 19417 p. 9/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 1i EXISTING OR PROPOSED NEW SIGNAL CONTROLLER CABINET ' -.. , ! '¾ , : ' ¾.~ < • -·-······-.............. '.,, , ... , '·•--{ /2''( '\ • ' \\ "¼_,('' ' ' \"-,, ' ® ~1---✓4~'--)<'i;'½-~~'J--;:ietf:,:;f ~!~~R~~~~~~~i~~;:·~-~---:--~-......... ' ! 08 08 I I / IS RESTRICATEDITYPICALl ' I tM~,--~,-wu, ------~--,-~,.,Nu ___ , ___ ~,M@MOM ~-~--~--- MAINTAIN 2-6'X6' TYPE A LOOPS PER LANE(TYPICAL) 410' TO LIMIT LINE 6J2U ·-·-----,-,--,-~ " -------•uw=w--uu~---•uN,e,ww-~vv• •-w•v-v,_ OR CROSSWALK ON MACARTHUR(TYPICALJ •• f I .j;ll'~ TYP I CALLY CENTERED _>., _·· •• ·05 -➔--++--. : : : ~ :- 1 N LEFT TURN _ .. •• -·· ··-..... E . 7=§~=:=:~=======·=--··=--··=··--=··--=--·=··--=·---===--=··============================~=========================l LANE (SJ •• •• / , f ' ! ( TYP I CAL l •• .. 01 I 04 ' " ""·---"~ vv "". " 'S MAINTAIN PEDESTRIAN AND~~--~~~~~~ BICYCLE PUSH BUTTONS UNLESS \ ~--~~~--- RESTRICTEDITYPICALl \\ I CONSTRUCTION NOTES LEGEND VIIJ =CONSTRUCT I ON L IM I TS -----=TEMPORARY RA I l. I NG (TYPE Kl ( )=TEMPORARY CRASH CUSHION -s-=TEMPORARY WOOD POLE ---=TEMPORARY OVERHEAD CONDUCTOR CABLE OR SPAN WIRE AND CONDUCTOR CABLE • • j 't !-.t I ' ' i I ; ' I ' ' i J 1 ! i ! i t i .f ' 1 I t i J ' i i ! f I I I I ! } I f .t & • ' .. \ I 1 i I I • I i i J ' ' f f ,' ' i ' ' ' . ;' j ' i I ' ; t l ! j ; ! f I I I I i I • l I I • • o /o -1 IY') Ill) 0 I ' I } it p ;1 I/ 8J6U ll ,; FOR REDUCED PLANS 0 0 2 CONTRACTOR SHALL PREPARE AND SUBMIT A CONCEPTUAL STAGE CONSTRUCTION TEMPORARY SIGNAL. AND LIGHTING PLAN FOR EACH STAGE 30 DAYS PRIOR TO IMPLEMENTING THE STAGE. THE PL.AN SHALL BE PREPARED BY A REGISTERED CIVIL/TRAFFIC ENGINEER IN THE STATE OF CALIFORNIA. THIS PLAN SHOWS TYPICAL MINIMUM REQUIREMENTS FOR STAGE CONSTRUCTION TEMPORARY SIGNAL. AND LIGHTING CONTROLS . CONTRACTOR HAS THE OPTION OF USING EXISTING SIGNAL POL.ES, TEMPORARY WOOD POLES, AND/OR SPAN WIRE CABLE AND CONDUCTOR CABLE FOR PLACEMENT OF VEHICLE AND PEDESTRIAN INDICATIONS AND INTERSECTION LIGHTING. CONTRACTOR SHALL INFORM THE ENGINEER IN THE FIELD 72 HOURS IN ADVANCE OF REQUIRING A SIGNAL OPERATIONAL PHASE CHANGE. CONTROLLER SHALL MAINTAIN 02 AND 06 RECALL OPERATION AT ALL TIMES. CONTRACTOR HAS THE OPTION OF USING EXISTING SIGNAL POLES, SPAN WIRE, OR TEMPORYARY 10' LEFT TURN SIGNAL. POLE FOR PLACEMENT OF LEFT TURN VEHICLE INDICATIONS. REGULATOR LANE CONTROL AND NO U-TURN RESTRICTION SIGNS SHALL BE MAINTAINED AS DIRECTED BY THE ENGINEER. 3 TEMPORARY SIGNAL AND LIGHTING STAGE CONSTRUCTION (TYPICAL.) SCALE 1"=20' TS-7 FORM DC-OE-92·-PF <REV. 3/88) ORIGINAL SCALE IS IN INCHES cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S .... 0 "' - -... w X 0 w >-(/) co > 0 w w er: (/) w > I-w <! 0::: 0 X w I() I() t-en en <( ' ' en en u co -::, -::, 3:: ::E ' O>->-wco co 1-0 <!w 0 -'z w :::i <.:) :::.::: U-u ...1(/) w <(W ::c uo u I-:x: ::r:: X <.:> V> :x: c:: (/) w > 0 >- z ~ t:) --V> ...., w Cl X l!s X t FORM DC-OE-92-PF (REV. 3/88> @1#8 l l ~ ,~ ~, .,. _. 1 #8 BA~E,2#6 /~1 ; (.0 j :::: \ PACIFIC ,' FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I ! "··· " •--~,~ ""=N•c·~," ~• ',. ~ J l . .;/ ',,::'' ,, ,,,, ,:::, ,.::::::'.:::::'•,-/ ' 5:- 2 I 3 I \ ' 2344 1/2 E. PCH 150+50 STREET;LIGHT $ERVICE CABINET ..,,.,/ /'\, DIST COUNTY ROUTE 12 Ora I, 73 16025/16040 .0/ I. 128 Mef~~ 9/ 15/95 REGISTERED CIVIL ENGINEER DA TE o,ESS/o ILBE DICKS i BARE,2#6 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 CIVIL ' if l ' ', ,,, 183 . . 1#8 BARE,2#6 sp Q) (\J • Cl ~-(.1 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE ~RELOCATE EXISTING LIGHTING STANDARD PER V CITY OF NEWPORT BEACH STD PLAN 203-L. ~ INSTALL 1-1/4" SCHEDULE 40 PVC CONDUIT. ~ CONDUCTOR SIZE PER PLAN. • ~ REMOVE EXISTING CONDUCTORS AND INSTALL V NEW CONDUCTORS AS INDICATED. LEGEND 16,000 LUMENS, 150 HPS LUMINAIRE PER CITY OF NEWPORT BEACH STD PLAN NO 201-L EXISTING LUMINAIRE PULLBOX TRAFFIC SIGNAL LUMINAIRE SCE SOUTHERN CALIFORNIA EDISON COMPANY SP SERVICE POINT ~ ABANDON IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. ~INSTALL PULL BOX IN EXISTING CONDUIT RUN §-CONNECT NEW AND EXISTING CONDUIT, REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED. ~EQUIPMENT TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. §-sPLICE NEW TO EXISTING CONDUCTORS. NOTES 1. ALL CONDUIT SHALL BE 1-1/4" PVC SCHEDULE 40 WITH 1#8 SOLID BARE COPPER, AND 2#8 STANDARD COPPER CONDUCTORS <PHASES INDIVIDUALLY COLORED> UNLESS OTHERWISE NOTED. 2. PULLBOXES SHALL BE PER CITY STD PLAN 205-L UNLESS OTHERWISE NOTED. 3. EXACT LOCATION OF SERVICE ENCLOSURES BY THE ENGINEER. 4. FURNISH AND INSTALL NEW LIGHTING LAMP FIXTURE AND PHOTOELECTRIC CONTROL UNIT PER CITY STD 201-L FOR ALL RELOCATED LIGHTING STANDARDS. SALVAGE EXISTING LIGHTING FIXTURES ANO PHOTOELECTRIC CONTROL UNITS. 5. NEW CONDUIT ANO PULLBOX LOCATIONS SHOWN ARE SCHEMATIC. EXACT LOCATION BY THE ENGINEER, DETAILS ON SHEET SL-1, AND CITY STANDARD PLAN 205-L STREET LIGHTING PLAN cu 12208 SCALE: 1"=40' SL-1 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S --0 _J ff) --0 _J ~ ff) lO CX) I co t; (1) N I B z :::, ;g X: 0 D 1' (!) ~ ~' LL ? ___ ,_p . ;:c 0.. . D D :::, .. ..., D X X X X X 0:: 0 >-OJ Cl w V) > w a:: w l{) I-O'> <t ;;; 1-::I: (.!) V) 0:: w > 0 z (.!) V') w Cl 0 w V) > w a:: w 1- <t 0 ::i: ::i: (/) >-~ -., l{) O'> '-0'> --" 0 0 • )LD I-(\j '·J •• ·<;,~ /t::::;:::::·;· l / 1#8 --- I r-,.. (.!) 0 ~ ...; r---ir------- <1'. 1---------1-----'"'-',;:,----qf I-,.,., .. 108. ,.-••••• , ·----- / w > 0 co <1'. (/) r------'·-··_· _. _ ••• ,,.,·'-¥;:.,::_>_,_,_·--_··_--_·-+-'· -... , __ w w CJ) w Z ...,.,, .. "'-"""¼~~-'--'~------"'-'-"-·~---,,"I. 4.ao BARE 2#6 18·:·3··>~ ... ,,,,, .•. ,, ,,re,,, ,.,. • . H r ,., .. , . .,, -,,,.,,, ............ , ,_.,,,,,., ---·, · -... ._, __ ,._,,,,,_"t,""~-·-"-""'"-•"-'"' .. "~. ~: _J I f:: r·-·•--•·•-"·"""'·"""'····-=·-=,--:;;:;;· .. ···=;• .. -~~+~~ <1'. -. ""'.-__ -------r""l'i"------.-,,,,.,, ,,-, ·-------·--~ . ...,.. .,. a' -,,:;_ ' + i RC i?ULLBOX ~~r <\'" 1#B,.13ARE, 2#8 i81 '•o rr) + m 0 "'"' --' ID •.'<'"i \+ N 0 tj cc SEE SHEET SL-1 ~ -2" C. t3#8 BARE. 4#6. 2#8' 183 2#8 B;ARE, 2#6, 2#8 Cl!JRB 103+90 181 181 BOULEVARD 181 0 r----+ ,'SJ' .... ">~rl 0 0 • 0 0 ----t-7,---t---,-t----~-----~,f_-~--_Jcb 181 .0"'"'''"'"'""',""·'•½~~-,,,;;,,.,,.•~---·"", ''-"'''"'"""' -· _,. ···•,;:::_.,;.,,,;,~,, ' "'""""""'"'i"'""""/c" ~ .. -,,,.,.~-.,......, .. ,_ ····~ ' --~···••-,~··----.• ) • _. •••~•-""M" -.~-·· --·" .,~ ...; ...; ;-----I 12 Ora 1 73 16.25116.40 • 0.01 I. 0 'JMkt:~9~ 9/ 15/95 REGISTERED CIVIL ENGINEER DA TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 129 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES \l-tH(?5 ALTON PARKWAY AL 173 l RV NE, CA. 9271 8 (l) I _J CJ) 0 z 1-w w I CJ) w w CJ) CONSTRUCTION NOTES I-0-PROTECT IN PLACE LL ~ ~CONSTRUCT LIGHTING STANDARD V (TYPE II) PER CITY OF NEWPORT 3: BEACH STD PLAN 201-L. O MOUNTING HEIGHT 34' -9" . uJ ~INST ALL 1-1 / 4" SCHEDULE 40 PVC CD V CONDUIT. CONDUCTOR SIZE PER W PLAN ~ ftt34\-RELOCATE EXISTING SERVICE V CABINET TO BACK OF SIDEWALK. REMOVE FOUNDATION. ~REMOVE EXISTING CONDUCTORS AND V INSTALL NEW CONDUCTORS AS INDICATED. /4~RELOCATE EXISTING LIGHTING V STANDARD PER CITY OF NEWPORT BEACH STD PLAN 201-1. ~INSTALL 2 1/2" SCHEDULE 40 PVC V CONDUIT. CONDUCTORS BY SOUTHERN CALIFORNIA EDISON COMPANY. UNEO DATE·-·-···/ -l.//..-:""':f.fz --.. ... . STREET LIGHTING PLAN SCALE: 1"=40' SL-2 (\J 0 _J (f) lO OJ (D m (\J z ::> :,: :a: Q. D D ::, FOR REDUCED PLANS o 2 3 L __ ___:F:_::0'.'..:R:'..M...::D~C:....:-0:'.:E:...:-9~2:._:-P_:_F_<::,:R=..EV::_,_::,3:__:/8:'.:8:_l _______________________________________ .:::_O:._:R:_::IG,:::IN::A:::_L_:S:::,:C::,:A::L:.::E_l:.::::S_l:.:_:N_l:.:_:N,::CH:.,::E:.:S:__.:::=::=:=:::::::=:::::::=::::::::===:::::::::..._ ___________________________ _L.::_C.::..U__:l_:2:..:2:.:0~8:__ ______ l-,E;.A~,:;0_:0:_;5~3:..:3:,.:l~=-::c-=::-::::-=--:--::-c-:-----lci CITY OF NEWPORT BEACH DWG. NO. R-5683-S I I i ' ! I I I j !I X 0 0 • 0 0 N I + ....I C.D Cl) --o< Cl z 1--w >-Vl 1--Cl) co > Cl w w w w 0::: w Vl w :c z > I-Cl) ..... w <( ....I 0::: Cl X w I() I() w I-(1) (1) w :c <( ;,, ' u (1) Cl) 1--u co < ---:> ---:> L 3:: :E ' Cl>->-wco co I-Cl <Cw Cl ....Jz w :::l (.'.) ::.:: U-u ....JV) w <CW :r: UCl u I-::r: :r: X <.:) t/l ::r: 0::: (/) I.LI > >-0 z ~ <.:) Vl I.LI -:) Cl 0 0 • 0 1--0 :c + (.!) L() ..,..N 0:: - I w< X > 1--0 Cl) CD W I <z ..... w ....I Ps w i Cl) :c u 1-- i < L X t FORM OC-OE-92-PF <REV. 3/88) 0 LI) + \"'; (!) ... -- . / ""'"' ~ ~~;' ~~~ .... •i"'·'""'""'"""''ilf,,iiio,4i",· ... ~ ->~•+-~ \./ , ... __,,,,,.. \ \ 0 LI) + LI) N ~ 0 (") + (X) ;;J.}foi'%•f':l••·, ~4·,t_,,'"'~'•·· ••. ;;;.s,;;;c;.;;;"";,;\,\C;;;,.,;;;.;;;• ,c ~-· I . (J} MACARTHUR 0 (Y) + ,.... N 1#8 BARE, 1 6 126+40 / ! , I 6# .. 8, 4#6--,--._ --~.:.:~~-'" '-//1 8#8, 4#~~--;..:.~~ -- . .,. -< ~ ;;£) ,;:;1 ·~,,) \~\ -- 0 + 0 N \ -- ,s. ,-,'', ="'~'''-'"'="-''-''"~~;;;c,-,a,.-w= iJ)cd .. ;;;, ;.;,+-· ~" _,,..x..;;,;, .,c.»~=·=''"-~----A~~T-,. ,. +,,.-ti.c;.cw,✓-,,.,, ' "'~,--. ,.,,, ,,,,,.-"'''~ / \ ' \ ... 0 m + ~ N ~ -- 0 m + 0 (Y) ~ .,, ,;, •·. '\ ~' \ "", \ ' "· t'.t'...,} n--.--._f,,,• 3#8 B,A~;··zirs·;·· z·ffs •• \ FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I 3 I -- BG).JLEVARO BOULEVARD Ci 0 rt-. + (") N I -~~ ,~ ' O,y~-'" •~ •••••• 0 0 • ,,._-0,,..,,,,_ 0 L/)1 + ....I ~ Cl) ¥ -o z ... ···•···.. < , ••~•>s•»nN""~'"• ,A ~---..... -........ .. 1-- --Cl) w w CJ) 0 0 • I 2 Ora I • 73 I 6025/ I 6040 .O/ I. 130 11,;w~~ 9/ I 5/95 REGISTERED CIVIL ENGINEER DA TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 l'-ofESSIO ILBER DICKS CIVIL 0 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 0 14725 ALTON PARKWAY <~ 1--0 Cl) ....I w ..... w ....I w Cl) :c u 1--< L CONSTRUCTION NOTES 0-PROTECT IN PLACE ~CONSTRUCT LIGHTING STANDARD V <TYPE Ill PER CITY OF NEVPORT BEACH STD PLAN 201-L. MOUNTING HEIGHT 34'-9". ~INSTALL 1-1/4" SCHEDULE 40 PVC V CONDUIT. CONDUCTOR SIZE PER PLAN ~INSTALL NEV SERVICE CABINET ~ PER CITY OF NEVPORT BEACH STD PLAN 206-L. ~SALVAGE EXISTING SERVICE V CABINET. Q_RELOCATE EXISTING LIGHTING V STANDARD PER CITY OF NEVPORT BEACH STD PLAN 201-L "RECORD DRAWINGS" BASED ON CONTRACTOR'S RED,UNED Pl.ANS DATE_ /-/f"-91!2 STREET LIGHTING PLAN SCALE: 1 "=40' SL-3 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S I'") 0 J Ul M 0 J Ul (.0. Cl) Cl) ,n N z ::, :c (!) u.. • ::, Q. • Cl Cl ::, •• " Cl I t ' / I I ~ ~ ~ z 5 5 " " ~ a ,, ~-_..z __ ,0 -...., ui X 0 w >-\I) (I) > 0 w w 0:: \I) w > I-w <( 0:: 0 X w l{') l{') I-(J) (J) <( ' ' (J) .,., u co -:, -:, ;;;:: ::a: ' 0>->-wen (I) 1-0 <Cw 0 -'z w :::J l'.) :,c u_ u -' \I) w <CW :::c uo u I-:I: :c X (.!) -V) :I: a:: Vl LLJ > >-0 z ~ (.!) V) ..., LLJ Cl X Lu ..J ~:c: (..) ~ ~ s z a: 0 i X I&. 0 ~ C ... Cl.I e FORM OC-OE-92-PF (REV. 3/88) o -~~~:;;:::;:;;e:::::::: 01-------- • rOg ' + .J rO (/) rO - '\.--~ =•m,a, ---- ·cs -.. /"C,'''"•,~we,p ,,,,,,, , ~-,... •,,>.,,~, .. ,. ?'"""•'~•-•v, • ,,,~~.,<l'""'"~··s, )'·, ~ ' "='"' ·"-~" --~"' = -~" 0 ' f'(') \ + <D I'<) SEE SHEET NO SL-B MATCH LINE STA 8+54 .95 Cl) ..J .JJ :,= ··=~ ·-,-~L, .. , .L~, l ,,,,,,·½"~~ ' 144 145 NE STA I I ., SEE SHEET +2a.oa NO SL-6 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES 0 + co I'<) 2 0 ()) + l1) '-;j ---.. . . . "''''"~~ @< R7,'"-~ 3 0 co + lD "'l" 0 0 • 0 U) / + ,_ ~•, .. ~ l:i --.J " ~ OJ ~ f:J ·;,.;.-.: ... S'.. -,.. (/) ,, ....... "• •. , ... -::: . .-,,.."• ~_, ~ ..... :, •• :"'""'"'"'"";: : ······X· :· . . I ~ - 0 I'--+ I'--"" 0 0 • 0 IO 0 + I .....I co (./) ....-J" -0 <C z I-I- (./) Lu WW z :r: -(./) .....I w :r:W (..) (./) I- <C ~ DIST COUNTY ROUTE TOT AL PROJECT 131 173 ~~ 9/ 15/95 REGISTERED CIVIL ENGINEER DA TE DICKSO .;c..;;__;; ___ '-'-';;..c....C.. "' PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 19417 "' p. 9/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES G:\_CONSTRUCT LIGHTING STANDARD V (TYPE Ill PER CITY OF NEWPORT BEACH STD PLAN 201-L. MOUNTING HEIGHT 34'-9". ~ RELOCATE EXISTING LIGHTING V STANDARD PER CITY OF NEWPORT STD PLAN 201-L. STREET LIGHTING PLAN cu 12208 SCALE: I "=40' SL-4 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S I ,I j ' • . a I ! I ~ ,\ el ~ l' ~ ~ 0 I g ~ I i : 0 • t ' ~ ! I " 0 -' (/) " 0 -' V, ; (j) OC) OC) :r a, 0 N 6 z :; g :::, ::. j 0 .~ t u.. , __ i • ;;:: CL • 0 0 ::, 'st 0 X Cl w >-(/) ca > Cl w w 0:: (/) w > I-w <( 0:: Cl X W ICl ICl I-0) 0) <( ' ' 0) 0) u ID -, -, :;;:: ::; ' Cl>->-w ca en I-Cl <Cw Cl ....Jz w ::) t:) ::.::: (.)_ u ....I(/) w <CW :r UCl u I-:c :r X (.!) -l/) :c 0:: Vl w > 0 >- z ~ <.:) l/) -w ~ Cl X X t FORM DC-OE-92-PF !REV. 3/88> 0 0 • 0 L() + (J') --.t •• ---....... ,.,,,, . ,_, __ , -M-A£7\R THUR ---~-· ., ~,;,,;' -~,r• 1#8 BARE, 2#8 FUTURE 0 0 • ,,, U) u.. '/A" ~ ~ ---------1g - - - - _____ i:; ~------ - -----+ 1------,, ,.,-""" 152 =,~=:t•'="""'"'"'""""'-, • ,zt;fl \J,l ;':>. ~ v_J,. ,,,.,,_-,,,, ....... ·\~,,, ,=,-,,-,":':'~,,,;;;;;~4,,0;, ' ,,,,D. DC 2 .. 8 A ~·o ~ ,-,c~.-·.:· ,,,,,,, ,,,,,,, .J Ul ~::0, ~~-1 #8,.;;~:,·2:s:;~;URE-,:::c(Y)~. , ... -·-·,0/ :c (j) 0' f' '(~-&'n ~"~ """" >,«~ -~~, -~ ••~v, _._) ,,~--~~•• '"'---~<--""~----' r,-u .,,,,,,,,.,, ,,,,,,,_,,," ' '''"'" '''"' ' "'" ,,,,,,_, "'' ,,, "' ,,,,,,,,,,-" I-~,.,-----'"""'" -- E,,~0-' , ,;;;,:'!' k::;,;:;·~::•;,;,,",,-•., ,, O _, ,.,,/ . -~="'''"''"'•"·''~'·fs 4;,;;,,:c,,::.".'.:'""''"'"'\ ,.r· ;(<" '/, ,;·,,..,,J" •' ~ ,,,., .~•• ~.:~'" ---"'-'"""""""'""'"""~-~=S""'"~--•ffis+I>'""""-, + '", ~•~,-, M'" ,~ff·-::'~· , -,, :::::;;:;;z::~:::c:;;;::-,1,"c;,,2'"!,f:~~:~".:"~,:::;:::c:::c(:: ~c::::::,,::::::;:,::/D'::: < ~ • ··• ,. ~//' ·~+~~ 0 0 • / Or--£? --------, •' I ' ' \ \ DIST COUNTY 12 Ora ROUTE I , 73 T T AL PROJECT 16025/16040 . 0/ I . ~~ 9/ 15/9 REGISTERED CIVIL ENGINEER DATE 173 BER • DICKSO "' "' 19417"' • PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 p.9/30/9 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES ~CONSTRUCT LIGHTING STANDARD V <TYPE IIJ PER CITY OF NEWPORT BEACH STD PLAN 201-L. MOUNTING HEIGHT 34'-9". Q_ INSTALL 1-1/4" SCHEDULE 40 PVC V CONDUIT. CONDUCTOR SIZE PER PLAN s INSTALL NEW SERVICE CABINET PER CI TY OF NE'w'PORT BEACI I STB PLAN 206 L * INSTALL IN SEGMENT 2 §SALVAGE EXISTING SERVICE CABINET. \ \'\ ,,•"""_,.. .. , ,-·' \ / !2 !:8 ""'~• --........_;,,.__ - - ------ - ---J ___ ,_,,_. --- - _ _:.:;,•,:,,,:•,,;;:,,,,;;:;,,,;;'",;;' ;,;;;;;;;'';:·======-=::~_:_:_:_:::....:...:.:._-f_.~,.,..i,_x-~.,,_-""_' -•<:::::.·,,··•X:;::;:~,f,.'----,-.-- 1'\, -·-·~·,------ - ------- - --- - ., &a,(., / \ \ ,/ ____ ._:_x,._ ·:;-~ :;·;;:·X--;;:::;;::;;;:;·Z;X:;· :;~~,~--------(1"'r·:"",r·-:,,·--,.-------------~,,-· .;;./_, ,_;,,,;;;;;;_';;:.X::-•-·"-· -_-· ,,0.«------- ••-,.~·~----" FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I l 4M,ma~ -~•-~••••• / ,/ ~,~~,• .__, '"""'•"""' •,), ----~--------w~~• \','--x,"":::::::,,._~-,.-•----•~~•--~,,.~ I I 2 I 3 I '\..,,~ , ... ,_ "-"""" 1~t ------------------------------- STREET LIGHTING PLAN cu 12208 SCALE: 1"=40' SL-5 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S "' 0 -' CJ) - "' 0 -' CJ) U) 00 ~ N z ::, X: (!) LL . ;;;, 11. • Cl □ ::, .. " Cl ~ " ,: 0 ~ 0 El g ~ 'lJ i ~ 0 " ~ !:; :~-2'. .9. 0 "\\ -"'3 l.>I X 0 w >-(/) ro > 0 w w 0::: (/) w > I-w <( 0:: 0 X W LO LO I-O'I O'I <( ' ' O'I O'I u £D , , 3:: ::i: ' O>->-wco ((l 1-0 <Cw 0 _Jz w ::JC) :,,:: u_ u _JV) w <(W :r:: uo u I / / I-::c :c X (.!) -V) ::c 0:: V) w > 0 >- z ~ (.!) V) -w -:, Cl • \ X X FORM DC-OE-92-PF (REV. 3/88) \ \ ' BC SC EXISTING CIRCUIT RC PULLBOX co co 183 1#8 BARE, 2#8 1#8 BARE, 18.6 1#8 BARE, 2#8 SC ROAD EXISTING CIRCUIT FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES 2 3 -0 Z<C I- I-Cl) w WW J:Z C/)- _J j • l , __ _ COUNTY ROUTE 12 Ora I, 73 16.25/16.40 0.0/ I .0 ~g~ 9/ I 5/95 REGISTERED CIVIL ENGINEER DATE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 . DICKSO 19417 p. 9/30/9 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 CONSTRUCTION NOTES ~ INSTALL NEW SERVICE CABINET PER V CITY OF NEWPORT BEACH STD PLAN 206-L. Q__ REMOVE EXISTING CONDUCTORS AND INSTALL V NEW CONDUCTORS AS INDICATED. 173 ~-INSTALL 2 I /2" SCHEDULE 40 PVC ~-CONDUIT CONDUCTORS BY SOUTHERN CALIFORNIA EDISON COMPANY. ,~--,~,,~ ·•.,.,.,.,, .•• , .... ✓ p>··•¾ .. ,,,,,, .. ,,,,: .. ~,.,,%_,_,.,,.,,. '-,' ... -'''1 ... _..,_ , •. ,, ·:::-~:';::~-" ·--~ -·°'!!) __ ---! STREET LIGHTING PLAN cu 12208 SCALE: I ":=40 ' SL-6 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S ' ' i g I M I S! I i ,,, ' • ' • 0 ~ J ~ J; ~ I U) 0 -' (/) <D 0 -' (/) U) co i co en N e z ::, 5 ::;; I i '-" ,;' l,_ t_: . l, ~ I 3: CL ,, i . ' 0 0 ::, .. " 0 X 0 w >-Vl i::o > 0 w w 0::: (/) w > I-w <( a:: 0 X w I[') I[') f-0) 0) <( ' ' 0) 0) u en --:, --:, 3:: ::i: ' O>->-Wa:J a:J 1-0 <Cw 0 _Jz w =\;, ::.:: u_ u _JV) w <l'.W I uo u I-:::c :::c X <.!) V) :::c: a:: t/) w > 0 >- z ~ <.!) V) -w -., Cl ! ... X ,c ... a: 2 a, I ... II. 0 ... I a: ,c ~ < -z ~ CIRCUIT #I <( z (..) w 0 0 0 > 11) (j) > <( + + <( (0 0 "SI" lf) MAINTAIN EXISTING CIRCUIT a= =:a =o = -+--+-----' PACIFIC COAST ---------------J--ji---- 0 cI_ --:I2 u TI __,_-=o IT.._-=_ -IT_ IT_-=_ _ 0 (.Q + 11) 0 lf) + (0 MAINTAIN EXISTING CIRCUIT CIRCUIT #4 0 r<) + i'- N MACARTHUR CIRCUIT #6 0 (.Q + co N NEW LOAD 29-150 WATT H.P.S. LUMINAIRES EXISTING LOAD 10-150 WATT H.P.S. LUMINAIRES _J 11) # 1- ::J u 0::: u 0 I'-+ 0 r<) LEGEND I 13+80 • SPLICE INSTALL NEW CONDUCTORS a 0:::: r<) MAINTAIN EXISTING CONDUCTORS <( # --- > w I-• INSTALL NEW OR RELOCATE EXISTING ..J ::J ::::> u 0 0::: ID u 0:::: ::::> I I-- 0:::: <( (..) <( :::E 150 WATT H.P.S. LUMINAIRE 0 MAINTAIN EXISTING LUMINAIRE 103+00 MAINTAIN EXISTING CIRCUIT -=-a_ -=n-=-~ -=cc 11--=:o a= ~a==~ ,,,---.._.r -=--u~ ~-=-- --::_a-~--=--u~ -=a~ l NEW LOAD 7-150 WATT H.P.S. LUMINAIRES EXISTING LOAD 16-150 WATT H.P.S. LUMINAIRES EXISTING LOAD 8-250 WATT H.P.S. LUMINAIRES ~l I I CIRCUIT #5 BOULEVARD CIRCUIT #7 0 (.Q + N "SI" ---'--'c-,..I_A_VO_CADO AVENUE I I a <( 0 0:::: z ::::> c:, <( QI -, z <( Cl) 0 (j) + lf) "SI" 0 co + (.Q "SI" 0 r'0 + 11) CIRCUIT #8 FOR REDUCED PLANS o 2 3 ORIGINAL SCALE IS IN INCHES 0 N + N 11) NO. SHEETS I 2 Ora I 73 16. 25/ I 6 • 40 ' o. 0/ I .o 134 173 ~g~ 9/ 15/95 REGISTERED CIVIL ENGINEER DA TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 rESS/o,v LBER , DICKSO "' "' 19417 " p. 9/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 STREET LIGHT 1-1/4" CONDUIT 7-1/2" NO. 3-1 /2" PULLBOX CURB FACE PVC CONDUIT TO NEXT LOCATION 2'-6" SEE STANDARD PLAN 205-L TYPICAL CONDUIT AND PULLBOX LOCATION 240 NEW LOAD 8-150 WATT H.P.S. LUMINAIRES STREET LIGHTING PLAN WIRING DIAGRAM cu 12208 NO SCALE SL-7 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -..... (.,I -t-- 0 _J Cf) - f'-0 l _J Cf) I u:, co co ~ cr, N z ! => ::;; ,f I i "' ' "-• . . l I 3: ' !,1 [L ! .~ . 0 0 ::, .. st 0 X 0 w >-(/) co > 0 w w 0:: (/) w > I-w <( 0::: 0 X w Ii) Ii) I-O> O> <( ' ' O> a> <( CD 0... J J :::E ' O>->-wco co I-0 <Cw 0 _Jz w :::J <..'.) :,<'. u_ u _J (/) w <(W :r: uo u I-:c :::c X Q -(/) :c 0:: V) w > 0 > z ~ (.!) --(/) -:, w 0 ! I- X ,c I-a: 0 II. co z ,c I= i5 I-z w 5 1h 0 X FORM DC-OE-92-PF (REV. 3/88l ~~". : /~ 201 .. ,f (J'> . ,, CONSTRUCTION NOTES & CONSTRUCT 4" TH I CK STAMPED COLORED CONCRETE MED I AN PAV I NG PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. §--CONSTRUCT 4" THICK x 24" WIDE STAMPED COLORED CONCRETE MAINT- ENANCE WALK PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. §---CONSTRUCT 4" THICK x 24" WIDE COLORED CONCRETE MAINT- ENANCE WALK PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. §-CONSTRUCT 8" TH I CK x IO' WI DE COLORED CONCRETE MA I NT- ENANCE VEHICLE PARKING PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. & CONSTRUCT 6" ATRIUM ORA IN PER MED I AN ORA I NAGE DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. & CONSTRUCT 6" ABS RIGID ORA IN PI PE PER MED I AN ORA I NAGE DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. @-coNNECT ABS DRAIN PIPE TO DRAINAGE STRUCTURE PER MEDIAN DRAIN TO DRAINAGE INLET DETAIL ON SHEET HP-9 TYPICAL. Ol (D DRAINAGE STRUCTURE SEE DRAINA°G& PLANS: c·, -~ / / ... + lf) 0 >,\> ':NEW PLANTER <( 1-- (j) I',\ /~'!RAD I US FOR REDUCED PLANS o 2 3 ORIGINAL SCALE IS IN INCHES Ol (D + (D 0 .. -' 'c.> / / DIST COUNTY ROUTE 12 Ora I , 73 REGISTE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16.25/16,40 0,0/ I .0 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 MEDIAN HARDSCAPE AND DRAINAGE PLAN cu 12208 SCALE I "=40' HP-I EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S 0 n.. I 0 n.. ; I I (0 ~ e "' N 11· n :;;: I :::, l ::. (!) i ~ ! u.. .I ~ !I . :} " 3 n.. . 0 0 :::, .. '1' a X X X X X >-co 0 w VJ > w 0:: w I() f-cr, <( ' er, <( a. --:, ' O>-wco f-0 <Cw _.Jz :::i Cl u_ _.Ji./) <CW uo I-:::c Q In a:: w > 0 z (!) In w Cl I u. 0 ~ 0 w VJ > w 0:: w f- <( 0 I() cr, ' er, co --:, :E >-Cl] 0 w :s::: u w I u ::c -::c Vl i ---, dP FORM DC-OE-92-PF (REV. 3/88) 0 0 • ll) I N + 0.. "-:r: 0 u~ >' . . (J) <D + 1'- 0. _,. .-." <( f- U) -- u-<-.. DRAINAGE STRUCTlJ,~ SE£;, DRAINAGE Pl/ANS ,. # . j F"":J> ,.,• j i j i ~~-~=~0' 1 ' f I I I NEW PLAN ( I 3' RAD I U~. { i / t -' / / ; \ R/W CONSTRUCTION NOTES & CONSTRUCT 4" TH I CK ST AMPED COLORED CONCRETE MED I AN PAV I NG PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. §-coNSTRUCT 4" THICK x 24" WIDE STAMPED COLORED CONCRETE MAINT- ENANCE WALK PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. @-coNSTRUCT 4" THICK x 24" WIDE COLORED CONCRETE MAINT- ENANCE WALK PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. 8-CONSTRUCT 8" TH I CK x IO' WI DE COLORED CONCRETE MA I NT- ENANCE VEHICLE PARKING PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. §-coNSTRUCT 6" ATRIUM DRAIN PER MEDIAN DRAINAGE DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. ~.~ONSTRUCT 6" ABS RIG/ D DRAIN PI PE PER MED I AN 1 DRA I NAGE ]i):tIA IL .4s;· 0"f\r••"St,~ET HP-8 AND Hf1-9 TYPICAL. / ~.cotJ~i·cT ABS DRAIN P:l;,P~ To DRAINAGE STRUCTJ!~E PER /MEDw'AN DRAIN TO DRAINAGE INLET DETAIL ON ~HEET HP-9 TYPICAL. :~·CDti~l'I=~tJG:r~~ ... s" Ass/RIGID ORA IN p I PE PER ~'DI AN ORA I NAGE DETAIL '· ON SHEET HP::::8··Al:Ji1 Hr;,,g TYPICAL. / '',;. (;., -- "-I N) j + / 'Cl'/ ·L-r / 'i<C .p. /(I} --:;\' ,, i / 1'- N) + L() <( I-- if) i _-,,.;:,. f", J ) " ~-' I" -------------. ,. MACARTHUR·•.EfouLEVARD M.A(\\RTHUR ~rCt/ ,,_~,--,~ "' Ow,ec;,'o "W " o"•~•---,, • o•·•,,;q-•~;,,•,s-,,M,,_ »<on-~,o.,.__,,_""'""'"''-~'o·,w~,,,~ /;'< ------------- STRUCTURE FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES •, ,.,.,,.,..,,,,,7e<'i,",~ ,w \ 204 2 3 r=·· ,.,. J"s.. ,{ ~<:zt•· ⇒ } ,/· / 0 0 DIST COUNTY ROUTE 12 Ora I , 73 REGIS TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16.25/16.40 0.0/ I .O ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 MEDIAN HARDSCAPE AND DRAINAGE PLAN SCALE I "40' 173 HP-2 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -N 0 Q_ r N 0 Q_ :c '° ro ~ c,:) Ol N z ~ :::, :::; 1;l (.!) ,,, I I l,_ r, . .. "" ~ Q_ .~ . 0 0 :::, .. st Cl X 0 w >-1/) co > 0 w w 0:: 1/) w > f-w <( 0::: 0 X W LO LO f-(7) (7) 4'-' (7) (7) <( a) 0... , , ~ '-O>->-wco co f--0 <t:w 0 __Jz w :::J(.'.l ::,c u_ u _JI/) w <CW ::r:: uo u I-:::c :c X <.!) -V) :::c a::: (./) w > >-0 z ~ C) V) -w "'"'J Cl X C -z ~ C () X IL 0 w I-C I-"' t FORM DC-OE-92-PF (REV. 3/881 0 0 • 0 N 0 I + a.. CD :c - 0 z< I-1-w (./) Ww :c z (./) w _J w (./) .,.r r,.... i r<) \+ .,,,---~- ' <{ f- (f) ------------ _, ______ _ <{ 1- (f) ~. -~-¼'/1'M\"""'""'""'""'· ---·-, 204 r,.... r<) + co < 1- (f) / R)W 1~ ·•·• •a,.,~,, "'" -~---,~,_ • ""~"~00 "°'""'~M ~'-NO'-->"-•~•'-"••-•,,,,_,,,.,, 'eV, '-•,,#,, ,<.,,.,,,,~••• -.--• •,, """"'S~--'~"""~"'-' ,-~~~~•-" -~"-MO" ,<> ,.,,_ ,.,.,_ •w •·• '·-''""'"""•·,-~ """ °'" -• :::t,. ·~-) :::.::'·;·_:'; .. •. ::::,;::;;; ,;,;;:,,,,,,_,,,;,:1i~'.",'."'.".::.::.::: '.~ .. ·:''..":'. .::,~+ :,;:;;;;;:,:::::::;,~, : ==::?::.:t' ',,,,,,,,,,,, .. , ... ,ip}/C: ,,, ,, ,,. ,,.,,, ,.,, " -- r,.... r<) + 0 N <;( 1- (f) -- BOULEVARD CONSTRUCTION NOTES & CONSTRUCT 4" TH I CK x 24" WI DE STAMPED COLORED CONCRETE MA I NT- ENANCE WALK PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. §--coNSTRUCT 4" THICK x 24" WIDE COLORED CONCRETE MAINT- ENANCE WALK PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. & CONSTRUCT 8" TH I CK x IO' WI DE COLORED CONCRETE MA I NT- ENANCE VEHICLE PARKING PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. & CONSTRUCT 6" ATRIUM DRAIN PER MED I AN DRAINAGE DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. (§}-CONSTRUCT 6" AB~;. RIGID DRA /~ PI PE PER MED I AN DRAINAGE DIST A IL ON SHEET HP-8 AND HP-9 TYP I (}AL. @-coNS1J~UCT 8" AB;tt;:)i.;~1D DR';:1·~, PIPE PER MEDIAN DRAINAGE DE1AIL ON SH~fT HP-8 AND HP-9 TYPl~(L. -- r,.... r<) + N N < 1- (f) 204 -- 201 r,.... r<) + f'() N < f- U) -- 20~ i • iii'"" 204 1~ ~•N"',,; •'-o "SW, •~ -•• """"H -.,,, "'' 0 a '<>o• '>>• > •C , • ., 0~ "'' •"'""''"~""'-0<;<-,,<,;".''"A'"'""""',n'"'•'"""'"'""'~ ""~""""•'"-"~'="'"-"'"~ R~r-~1r7,~.=:;;_-:7~'.__---,,~--' -4.. \ ·········-,.,,,,~--,··"• ~•.J FOR REDUCED PLANS o 2 3 ORIGINAL SCALE IS IN INCHES PO I ML A DIST COUNTY ROUTE TOTAL PROJECT SHEETS 0 0 • 0 """ 0 + I LO a.. N :c -0 < z I-I-(./) w wW z :c en 12 Ora I , 73 16. 5/16.4 0.0/ I .0 o0. L REGIS TE LAN SCAPE ARCHITECT DATE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 137 . ANDRE 3152 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 MEDIAN HARDSCAPE AND DRAINAGE PLAN SCALE 173 HP-3 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -c,t .J - -ff) 0 "-:r: - ff) 0 "-:r: /J) a:, ~ a:, a, N ~ z ::, ::;; I I 0 u_ . I ! ;:: Q_ . 0 0 :::, .. 'S1" 0 )( )( )( )( )( Cl w >-l/) co > Cl w w a:: VJ w > I-w <( a:: Cl W 10 IO I-m en <( ' ' m en <( ID a.. -, -, ::!: ' Cl>->-W(O co I-Cl <Cw Cl _Jz w =:JC) '.><'. u_ u _JV) w <CW I UCl u I-:c :::c t::) -V) :c a:: V) w > 0 >- z ~ Q V) ..., w 0 CONSTRUCTION NOTES & CONSTRUCT 4" TH I CK ST AMPED COLORED CON~~E~E MED I AN 'PAVLN~ -·••i:::·,,i;;;;,,,::: •. "" &• PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. ···• •. •• •• 1::::_., @-coNSTRUCT 4" THICK x 24" \.JIDE STAMPED COLORED CONCRETE MAI~~~-~::.:· ENANCE \.JALK PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. @-coNSTRUCT 4" THICK x 24" \.JIDE COLORED CONCRETE MAINT- ENANCE WALK PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. Q_ __ CONSTRUCT 6" A TR I UM ORA IN PER MED I AN ORA I NAGE DET A I Li• ON SHE Ea ~HP-8 AND HP-9 TYPICAL. ~ §-coNSTRUCT 6" ABS RIGID DRAIN PIPE PER MEDIAN DRAINAGE D!::TAIL ON SHEET HP-8 ANO HP-9 TYPICAL. ~CONNECT ABS DRAIN PIPE TO DRAINAGE STRUC':r{JRE PER V MEDIAN DRAIN TO DRAINAGE INLET DETAIL ON~ SHEET HP-9 TYPICAL. &CONSTRUCT NEW 4" THICK STAMPED COLORED CONCRETE PAVING PER DETAILS ON SHEET HP-9. COLOR AND TEXTURE TO ~ -,..,,::Jt:a,,,. MATCH ADJOINING STAMPED CONCRETE TYPICAL. ~ ~ Q_ CONSTRUCT 8" ABS RIGID DRAI~il,PIPE PER MEDIAN DRAINAGE DETAIL': "':· ~-ON SHEET \HP-8 AND HP-9 TYP I C~-L 0 0 • M 0 I 0 a.. + :r: U) N 0 ..... z < I-I- UJ CJ) UJ UJ :r: z CJ) -UJ .....J UJ :r: CJ) u I-< :E \"_.,✓ l£f, • y''> ~ ,, 'fl- (") + L{) N - < I- (/) NE\.J PLANTER R/\.J 201 MACAR"fHUR 12 ~• ~-=v~M>< _.,,,,,,=,,""=-"""'"'" :·<i/F{' ;:-,;_ aa,c,,-,,<0·.· .. • ,,,µ;,,- • \\ ·, \' !,<;"),, \\ "' \\ ,l) ,~ ~-«•-•··• ",<: .. J ~,~ a \§\ / ,> FORM DC·OE-92-PF <REV. 3/88l ' l l i 1· ' ·: \ j \ . t i . ' ' , , , "'"~ '°''~'m ••· •• .. :--:·> FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I ,,.;, I :::t, 'f'" / ' ' )/ ' \ \ ,.:/; '."'s} t'" ; ~ ... '--·~" ,~s,,,.,.,• > I I DRAINAGE STRUCTURE SEE DRAINAGE PLANS R/W BO~~-VAR □; .:. • :-:!: • ___ .. d" ·-····~ .. ~. __ _ ~--+---+---"'-sa 2 I 3 I 'f.{ ~ Si + (Y) ("') ~ < I- (/) 0 0 ----41-< :E UJ UJ CJ) DIST COUNTY ROUTE T 12 Ora I , 73 I 6025/ I 6040 I 38 f 73 .0/ I . LAN SCAPE ARCHITECT DA TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 MEDIAN HAROSCAPE AND DRAINAGE PLAN cu 12208 SCALE 1"=LO' HP-4 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S 0 ,,, -(~ -.~ -" 0 0.. :c - " 0 0.. ~ :c (0 z 00 :,: 00 el (l) N 0 z ii " 0 " ::, " "' :>: ;-~ Ii C) '~ § LL ~--Q • :,, 0.. . 0 Cl ::, .. " 0 X 0 w >-(/) (!) > 0 w w a: (/) w > f-w <( a: 0 X w I.Cl I.Cl f-en en <( ' ' en en <( a) a.. -:, -:, ::i: '-O>->-W(l) (I) f-0 <i:w 0 _Jz w :::i (_') ><:'. <.)_ u _J (/) w <l:W ::r: uo u I-:c :x: X (.!) -V) :c a:: l/) I.LI > ~ 0 z (.!) V) ""') w Cl X ~ X FORM DC-OE-92-PF (REV. 3/88) / 0 0 • 0 LO + l'I) l'I) <( f- (/) ----- 0 LO + s;f" r() <( 1-- (/) CONSTRUCTION NOTES 0--CONSTRUCT 4" TH I CK x 24" WI DE ST AMPED COLORED CONCRETE MA I NT- ENANCE WALK PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. §--CONSTRUCT 4" TH I CK x 24" WI DE COLORED CONCRETE MA I NT- ENANCE WALK PER DETAIL ON SHEET HP~8 AND HP-9 TYPICAL. & CONSTRUCT 8" TH I CK x IO' WI DE COLORED CONCRETE MA I NT- ENANCE VEHICLE PARKING PER DETAIL ON SHEET HP-8 AND HP-9 0 LO + LO l'I) 144 0 LO + (0 l'I) 0 LO <( 1-- (/) <( 1-- (/) <( f- V) EXIST DRAIN CLEANOUT ------ 203 136 202 FOR REDUCED PLANS 0 2 ORIGINAL SCALE IS IN INCHES (TY 204. --~ -===- _, __ / 3 0 0 • >o LJ) co + I ~! - DIST COUNTY 12 Ora ROUTE I , 73 TOTAL PROJECT 16.25116.40 O. 0/ I . 0 REGISTE LAN SCAPE ARCHITECT PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 JOHN P. ANDRE ;;1 3152 ':: xp._9_-_3_0_-_9 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 MEDIAN HARD SCAPE AND DRAINAGE PLAN cu 12208 SCALE 1"=40' HP-5 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S ~ I , i j i,___ - 1/) 0 0.. I 1/) 0 0.. I <D OC) OC) i CT> N z :r ::, 6 :ii (!> ~ I ~ I . ' I 3' ;"j ~ 0.. ~ . C> C> ::, .. "" C, X 0 w >-(/) Cl) > 0 w w 0::: (/) w > I-w <( 0:: 0 X w I.Cl I.Cl I-0-, 0-, <( ' ' a, a, <( co 0.. -:, -:, :a; ' O>->-wco [(l 1-0 <:w 0 _Jz w :::) C) ~ u_ u _J(/l w <CW I uo u I-::I: ::c X (.!) -V) ::I: 0:: V) w > 0 >- z ~ (.!) V) -w -, Cl ,._ ;,.. z ,· .. ;, ,. 2 X s i i -~"'- f ; --~-- IC '! i z ,c a: ... ... 0 ... I ... '/'.' ,._, .. a: ,c 1h 0 X FORM DC-OE-92-PF <REV. 3/88) i ""•·•M~"~= w,,__.". / ••' f i ' j ' J ! f I ' I ' i ! I C <( ' 0',;;;; Q:/ I ' ' ' I 'Cl), ; i._Jl / i i ! __, I -; I Zi i ..q;:_i _{ fCl)J l I l { l i / ; i I I 1 ! i l f i I ! f I FOR REDUCED PLANS 1' ORIGINAL SCALE IS IN INCHES I i fj 0 I I I I l• .1 2 CONSTRUCTION NOTES DIST COUNTY ROUTE I TOTAL PROJECT NO. 12 Ora I , 73 REGISTE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16.25/16.40 0.0/ I .O 140 JOHN . ANDRE 3152 p,..;.9_-3;;..:0;_-9 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 & CONSTRUCT 4" TH I CK STAMPED co,LORED CONCRETE MED I AN PAV I NG PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. ' i Q ·· CONSTRUCT 4" Tfi I CK x 24" WI DE ST AMPED COLORED CONCRETE MA I NT-er ENA~C.l;. WALK PER. 0ET A,lL ,.ON SHEET HP-8 AND HP-9 TYPICAL. 0-CONST;UCT 8" TH i~K~::x,, IO ;";-,-~E STAMPED COLORED CONCRETE MA I NT- ENANCE VEHICLE PARKING PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. R/W R/W <( "-I a.. I 0 z t-t- CJ) w WW zI -CJ) ...J w IW (_) CJ) t- <( ~ I • j i . ! l 1 { MEDIAN HARDSCAPE AND DRAINAGE PLAN SCALE 1"=40' SHEETS 173 HP-6 3 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S t. -..., .., ; :,: 6 I I i : . ~ -• ... ~ I !Ji £ I <D 0 n.. I - (0 0 n.. I <D OJ ~ OJ cr, z N ! z :::, ::E :: I 8 i i (0 ,-1 t.. :! • . ~ ;: I z n.. ' • ' . 0 0 :::, .. ~ 0 X Cl w >-VI co > Cl w w 0:: VI w > t-w <( 0:: Cl X w It) It) t-Cl' Cl' <( ~ ' Cl' <( ID Cl. , , ::!: ' Cl>->-wco co t-Cl <Cw Cl _Jz w :::i <.:) :..:: U-u -lVI w <(W :r: uo u I-::i::: ::c X Cl -VI ::i::: 0:: V> w > 0 >- z ~ Cl I.I) -w -:, 0 X X t 0 w _J w (I) • R/\.J '-•> """"=··---~" ~~- _, __ _ L""'-'Slli,;'""Wi;,,.., . ., ~-"""'= + 3 '·"' RAD I U£. ,:-''<'0-'•,o,M)'C-,,>Wc.f_•~,; --, -----,.--- , \ \ I ( I CONSTRUCTION NOTES & CONSTRUCT 4" THICK STAMPED COLORED CONCRETE MEDIAN PAVING PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. §-coNSTRUCT 4" THICK x 24" \.!IDE STAMPED COLORED CONCRETE MAINT- ENANCE \.!Alf< PER DETAIL ON SHEET HP-8 AND HP-9 TYPICAL. * 8-CONSTRU~I 6" ATRIUM DRAIN PER MEDIAN DRAINAGE DETAIL ON SHEET HP-8 At-fD ~-9 TYPICAL. * ,)~STALL IN SEGMENT 2 8 C§~§"T~c~c:1-·-&f·:·,~E)S Rf6;~·-~~1'\I~~ ~.IPE PER MEOif,N ORf,INAGE DETAIL ••• ••• ••• ;:<Cr.t SHC:EI HP ~l;AN:fl HP\-9 TYPICAL:\... '· '".-.,., \ / "',~"i ,· ~-_...,,. . .,,~ '¾)., "'-,. ~""'"~,_,,,.-.,_..,..,,....,..,a.-,., \ • \ ,,-,,"'=·" ,;."" "'"',. "~/!' "···'"=·' • \ '" . ., • / .-;.;;::. 6 / I DIST COUNTY 12 Ora ROUTE I , 73 16025/16040 .0/ I. REGISTE LAN SCAPE ARCHITECT DA TE JOHN . ANDRE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 MEDIAN HARDSCAPE AND DRAINAGE PLAN SCALE 1"=40' L 173 ,.,.. 0 9: (D ro ro m C\I z :::) r (!) LL • Cl D ::::, FOR REDUCED PLANS o 2 3 ·· L __ _'.:F..':'.OR~M~DC::.:::-::::OE:;.::-:.::s2:..:-'.:.'.PF~(R::_EV~._::3~18~8:_l _____________________________________ _:O:_R.:,::IG::,::IN:,::A::L:.....:::S:;::CA:,:L:::E:...:::1S_l::,::N_:1::,::N:;::CH..:,::E:.:::S~-==::::::==::::==:::::==::==:_---------------------------1...:C..:U__:l_:2::2:..:0:...:8:_ _____ -+~E:.;.A~Q:.:Q:;5:;;3:.:3~1~:::::-::=:-:::::;:::-:-=:--;---J2:\ CITY OF NEWPORT BEACH DWG. NO. R-5683-S 1/\ ;I I , I X 0 w >-(/) co > 0 w w 0::: V) w > I-w <( 0::: 0 X w l!) l!) --I-CTI CTI <( ' ' CTI CTI <( co 0.. --::, --::, ::E ' O>->-wc:o a:J 1-0 <Cw 0 _jz w :::JC) ::.:: u -u _j (/) w <CW I uo u I-::r: :::c x-(!) -V) ::r: 0:: Ill w > >-0 z ~ (.!) V) -w -:> 0 X ------- X FORM DC-OE-92-PF (REV. 3/88) -- 201 30°TYP CONSTRUCTION NOTES & CONSTRUCT 4" TH I CK ST AMPED COLORED CONCRETE MED I AN PAVING PER DETAIL ON SHEET HP-9 TYPICAL. §-coNSTRUCT 4"THICK x 24"WIDE STAMPED COLORED CONCRETE MAINT- ENANCE WALK PER DETAIL ON SHEET HP-9 TYPICAL. . 8-CONSTRUCT 4 "TH I CK x 24 "WI DE COLORED CONCRETE MA I NT- ENANCE WALK PER DETAIL ON SHEET HP-9 TYPICAL. @-CONSTRUCT 8"TH I CK x I O"W I DE COLORED CONCRETE MA I NTENANCE VEHICLE PARKING PER DETAIL ON SHEET HP-9 TYPICAL. &CONSTRUCT 6" ATRIUM DRAIN PER MEDIAN DRAINAGE DETAIL ON SHEET HP-9 TYPICAL. §-coNSTRUCT 6" ABS RIGID DRAIN PIPE PER MEDIAN DRAINAGE DETAIL ON SHEET HP-9 TYPICAL. §--CONSTRUCT 8" ABS RIGID ORA IN PI PE PER MED I AN ORA I NAGE DETAIL ON SHEET HP-9 TYPICAL. ------------------------------------------------ MACARTHUR I 00 ' ( TYP I CAL l • 0 ROLLED CURB -SEE LAYOUT PLANS BOULEVARD I 00 ' ( TYP I CAL l CENTER LINE EXPANSION JOINTS 15' ON CENTER (TYPJ 8" CURB SEE LAYOUT PLANS- ABS RIGID DRAIN PIPE-SIZE PER PLAN SLOPE MINIMUM 21/. TO STORM DRA!N STRUCTURE SEE DRAINAGE PLANS. 201 ----------i R/W-\ ___________ _ ---------------------------______ l.------ -------------------- TYPICAL FULL-WIDTH MEDIAN HARDSCAPE NO SCALE DIST COUNTY ROUTE 12 Oro I , 73 REGIS ED !VIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16.25/16.40 0. 0/ I .0 L NO. SHEETS 142 173 . ANDRE . 3152 p . ..;..9_-3.;__0_-..;.. ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 -LiN L~l~-.::re, ·-· MEDIAN HARDSCAPE AND DRAINAGE DETAILS HP-8 ' i "-"' 0 "-:,: "' 0 0.: r "' (0, "' "' J N z ::, I "' l " "-' . , ,. c.. a 0 ::, FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES 2 3 cu 12208 EA 005331 .. " C, CITY OF NEWPORT BEACH DWG. NO. R-5683-S f ---------------------------------------------~---------·"'"" '"'""'"'"'"'" _____ ----· I ~ ~ ~ ~ 0 " I !:? 0 .... X 0 w >--(/) co > 0 w w n:: (/) w > I-w <( n:: 0 X w U") U") I-(j) (j) <( ' ' 0) 0) O'.l <( -:, a.. :;i;: -:, ' O>-->--wa:i (I) 1-0 <Cw 0 .....Jz w ::::JC) ::,<'. (_)_ u .....J (/) w <CW I uo u I-::x:: :c X <.!) -1/) ::x:: 0:: V') w > 0 >- z ~ <.!) 1/) -w -, Cl X X 6" ATRIUM DRAIN\ 24" I 8"M IN (TYPJ (TYPl 4,, STAMPED COLORED CONCRETE /PAVING SEE SPECS 2" MIN COLD JOINT (TYPl (TYPl CONC CURB OR CURB r;s ~ 1/. • M ~ ~ ----~-'-" ."i-l-4~e:::::,=N71rr3~~·. :=::t:!:::'.·::_2 %.'.__. ~.. •• .... / Gu T TE R sE E LAY o u T I : • • • • • • • • o/,-....,,-1-..\+--r! . • -----1. ,-.:--:---::~...-' . ,I I 2" I "MIN I, ''---.--.,. I • .. 0 0,:, ~ • .. <II • • • I II··.·.·,·· .• ·_... • . .. ~ 0 '1:l~·· '--L-~ ... (l ' ~ Tlt°"',~~,f--s:-~~=--i 2-#3 REBAR CONTINUOUS CTYPl PVC MOISTURE BARRIER MIN 12" DEPTH TOP SOIL SEE LAYOUT PLANS SEE SPECS COMPACTED SUBGRADE ABS DRAIN PIPE SIZE PER PLAN NOTE: CONSTRUCT 4"TH x 24"W COLORED CONCRETE MAINTAINCE WALK PER DETAIL ON SHEET HP-8 TYPICAL. STAMPED COLORED CONCRETE MAINTENANCE WALK & MEDIAN DRAINAGE DETAIL NO SCALE AND PLANS (TYPl STAMPED COLORED CONCRETE PAVING SEE SPECS. 8" THICKNESS ADJOINING MAINTENANCE VEHICLE PARKING ONLY. COLORED CONCRETE PAVING BROOM FINISH EXPANSION JOINTS PER DETAIL ON HP-8 IOxlO WWF REINFORCING STEEL ROLLED CONCRETE CURB SEE LAYOUT PLANS 24" I O ' 8., 21/. COLORED CONCRETE MAINTENANCE VEHICLE PARKING NO SCALE STAMPED COLORED CONCRETE PAVING SEE SPECS NOTE: ADD EXPANSION JOINT 15' ON CENTER SEE SPECS EXPANSION JOINT (TYPl SEE SPECS PLANTER 12" DEPTH TOP SOIL SEE SPECS STAMPED COLORED CONCRETE MEDIAN PAVING DETAIL NO SCALE NOTE: 1 • 24" ( TYP l 2" MIN COLORED CONCRETE PAVING BROOM FINISH SEE SPECS. 2-#3 REBAR CONTINUOUS -l"MIN MULCH SEE SPECS (TYPl COMPACTED SUBGRADE 12" DEPTH TOP SOIL SEE SPECS (TYPl PROVIDE 1/2" DEPTH CONTROL JOINT 5' ON CENTER AND EXPANSION JOINT AT ALL INTERFACES WITH STAMPED CONCRETE PAVING COLORED CONCRETE MAINTENANCE WALK NO SCALE FINISH GRADE 0 • MEDIAN DRAIN DIST COUNTY 12 Ora vh. REGISTE LAN ROUTE TOT AL PROJECT NO. I , 73 16. 5/16.40 143 0. 0/ I .0 L SCAPE ARCHITECT DATE JOHN . ANDRE 3152 AL SHEETS 173 PLANS APPROVAL DATE ·--- CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 xp. 9-30-9 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 FS PER DRAINAGE PLANS • 3 ©- • •• I=-.-.....---.-.,.----.-::-,-"",. 0 SLOPE 21/. TO DRAINAGE INLET OR CLEAN OUT PER DRAINAGE PLANS. 0 DRAINAGE INLET OR CLEAN OUT PER DRAINAGE PLAN MEDIAN DRAIN TO DRAINAGE INLET NO SCALE 0 0 0 0 0 © 0 0 0 2"x 4" REDWOOD HEADERBOARD OR MATCH EXISTING WOOD HEADERBOARD CUT AFTER NAILING (2l NAILS PER STAKE l"x 2" REDWOOD STAKE@ 4'-0" O.C. POINTED END OF STAKE I ,, 12" MINIMUM FINISH GRADE OF TURF FINISH GRADE OF PLANTER REDWOOD HEADER NO SCALE LANDSCAPE DETAILS SCALE AS SHOWN HP-9 -(J) 0 n.. I . 0 0 :::, FOR REDUCED PLANS o 2 3 ·· L_ __ _:F.:::,0R:.:M:...:D:::::C_::-0::.::.E-...::.9.:..2-.:_:PF_:,:_:(RE:...:V.:..· ....:3:'..'.../:'..'.:88'.'.....) _________________________________ _::O::..:R.:.::::IG.::.:IN.=AL::......:::S::::CA::..:::L.:::.E_.::IS::.....:.:.IN:.__::_:IN::::.:,CH.::::E:.::S_.===:=========::::::::::::::. ________________________ .L:.cu=-.:..:' 2:.:2:.::0:..:8:__ ____ -4..::E:.:..A:......::0:.:0:::..5:::..3:.3.:..1 ______ .....j;; CITY OF NEWPORT BEACH DWG. NO. R-5683-S ----__ ..],,_ __ ,_ ----------------. ---------------------· 0 .. ·1: -..., "" " \: X Cl w >-(/) co > Cl w w 0:: Vl w > I-w <l: 0:: Cl X W LO LO I-<" <" <l: ~ ' <" 0:: u LL ID ' Cl>->-wco co I-Cl <w Cl ....lz w ::::i 0 ,.,: U-u ...JVl w <l:W :::c • UCl u -- I-:c: :::c X (.!) 4:,, (/) :c: 120 0:: Vl w > 0 >- z :::E Q :::E (/) """) w K..-,,.,.,J 0 ---___ ,..._..,..,.. __ ,... .. "''"'"'"'''~cs,w.,ic._.;:;;;~.=--•~ .. •\,K· ~ ,=-'-t, X X t FORM 0C-0E-92-PF CREV. 3/88l -- / ~ ' l.,ri,, '\"'" { ...,.. ~$;,'•rtr"'',,--.tj '" / 1) ~c _,.-"' .,). d> ' 6"" ,o ---------- __ ._ as•=• -~,-kOO~"••-~----~---h-•-~~"'"k•••~ jV -- ------• ____ ., ___ ,,., _, __ , '"' ·-•->'• ·-··"·· ... -~ ~----~:rrr-,~ ~-. ---_-" . --_,,"'&'"',p ~m,_, "·: . ,;--,.; ,.-, ~, ;_;-· '-;t-r \ -I-.. -" :(,., \· <".,, .:; __ 1-- ·•Y .--,, .. ,~ ·-·-·,,, ..... , .. .. •• ----"' ·"•·>. • • • '••'<>•,e, ·,",:,~: '""' / CONSTRUCTION NOTES ' \ ,./' /"'0--MYERS MEUGL -M 1 OOC PO\JER PE OEST AL ANO METER. 120/240 V 10,3\J, \J/(8l20A IP, CIRCUIT BREAKERS _ (11 60A 2P MAIN BREAKER & IRRIGATION CONTROLLER PEDESTAL \J/PLY\JOOO BACK BOARD 'l 0¾,2" CONDUIT ONLY TO SCE INTERFACE POINT <APPROX 40') l (H R/\J .. ,)(.-', .... " .............. .. ....... "' 1 4 ,-,\~~;_. J;-/c::;::.,:- \ -, R/\J l"C-3#8 & 1#10 GND FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES , 1 l 2 3 i ! . ---~ L1 ° .. CJ) > z 212 DIST COUNTY ROUTE 12 Or-a I , 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16025/16040 .0/ I. oFESSJo BRUC D. COOK <CTR\ F ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY I VINE, CA. 92718 V ELECTRICAL SERVICE DETAILS cu 12208 SCALE 1"=40' HP-10 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S i - • 0 ' 1/ g " z ,m ~ i'l :0 z j; .., i I 0 5 ill § 0 D ii 0 s i m < z Ei ~ z m • " 0 ' I ~ "' ~ 1l ~ j; 0 (L :r: 0 (L :r: ' lD ro ro :c (J) :;, N C, z ~ 8 ::, ~ 'ii ::t: 0 D ll t':> ~ 3 LL -~" 12 . ::. (L . 0 0 ::, " 0 X X X X X >-a] 0 w V) > w 0::: w I() I--O'I <i:'-0'> 1- ::I: (!) V) 0:: IJJ > 0 z (!) -V) IJJ 0 er: LL. 0 w V) > w 0::: w 1-- <i: 0 I() O'I ' O'I u a:i >--(1) 0 w :,.:: u w :r: u :I: :I: V') - I \ ! I j ' / ; / I M.E:VERED ! / / ) / •• ,,., o.r•'~~•) _/ ""','\ -~~,,, --~~"",',:"' ' ' i / ! I / ! j i .:::3trr2 2,}:t MACARTHUR BOULEY ' j CONSTRUCTJ:ON NOTES: D ~ -",-~-~-:".' DIST COUNTY ROUTE TOTAL PROJECT 12 Ora I , 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16.25/16.40 0.0/ I .O 9/15/95 DATE D. COOKE ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 ,,,-·" /// / //,/ -~-:- C/ ,,• ~-~ J,>"'"'/' y.,, ~' t,_)·,/ ' LANDSCAPE ELECTRICAL AND LIGHTING PLAN SCALE I "=20' HP-I I a.. I a.. I <D co 00 CJ> N z ::, ::. "' u.. . "' a.. 0 0 :::, FOR REDUCED PLANS o 2 3 1._ ___ .:..._FO:.:.R.:....M~DC.:....-..:.OE=---=-9=-2-.:....P.:....F.:....<.:....RE:..:V..:.· _..:.3.:..../8:.:8.:....) ________________________________________ __:O::R.:.:.IG::l.:..:.N:.::Al::._. _:S:2C:.:A:.::L:::E_:_::IS__::_IN:......::.IN:.::C:.:.:H:::E:::.S _ _:::::=::::::=::::::=::::::=:=:=:=:=:_ _____________________________ 1..:c.:u_:1~2:.:2:.o:.a:..... ______ +E~A_::0:.::0:.:5:;3:::3::..:__I ---,-----,---,----1~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S I t. X X X X X >-ro a w V) > w 0:: I- I (.!) Vl 0:: I.LI > 0 z (.!) Vl I.LI Cl 0:: LL a w V1 > w 0:: w I- <{ a Ill (11 di u ID >-ro Cl w :,,: u w I u :c -:c VI t .. ,., ""~,,-,,,_,,, -- / i<:~<~-· I / ! I \ ... _\ I I i ~ w ..... >w > 0::: -0 0::: mo 0::: < ::r: ,· t~)-\ fJ, 0 c.(\ \,,,,\,/ BOULE¥ ~r~[} '., f I J '/.... l l"•:;· \ f ,, "\ \,"_j \ 11 0 1l5 -~-""' -~-w,rn """"'~·«• ~••--••~• •-~?•~~• "-••"•~--,~•"::: ""'•; ____ ~ -N--•~•~~••C•~ ~-•Y.•~ •>,-•"••--••~-•,; ------- ~h-~,._,.~°""'-.-' '"-~"-• I I ! --~--~-~$- •••>~•• "n-.,-••·•~·-•·"•"-' -- i Cf) COUNTY ROUTE 12 Ora I, 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16025/16040 .O/ I. D. COOK E12993 . xp. 6/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 e 8 CONSTRUCTION NOTES: TING LIGHT FIXTURE, PROTE IN PLACE. PROVIDE 2# 12 & 1 # 1 PROVIDE 12 NOTE: EXISTING AND MBLY. RUN 1/2"C !STING FIXTURE. FLOOD LAMP. NEW OR ADDED LOAD= 1 AMP ., __ w --.. -~--~·-··_ .. -·_··_···_~_•~:"'~--=":::=::""-··-·Hj,""·····ts<r--=.,,~~~.=:.·.:.::::.'";:;:· •··· ··············•···•················•·······•·· ·-······-······t,· ;;,,,_::;;·•·····-··-······ ••••••• ••••···· .. ······· .. .... . ... / ! + 0 CONSTRUCTION NOTES: INSTALL FIVE <5l EACH SPOT TYPE FLOOD LIGHTS AS THE ROOTBALL AS POSSIBLE INF FRONT OF EACG TREE ON THE PLAN. USING THE FOLLOWING: LIGHTOLIER #8805 <BLACK FINISH) PAR 30 HALOGEN WITH 40° FLOOR. OR CLOSE TO AS SH\JON KIM #4231 (DARK BRONZE) PAR 38 HALOGEN -STD FLOOD. 0 INSTALL TWO <2l OUTLETS. 0 PROVIDE J-BOX ASSEMBLY LANDSCAPE ELECTRICAL ANO LIGHTING PLAN SCALE 1"=20' HP-12 N 0. ::r: N -0. ::r: (J) 00 00 a:, N z ::J :>: (!) LL . ;:. 0. . □ □ ::J FOR REDUCED PLANS o 2 3 ·· L __ _:,F,:::.0R:.::M:._::DC~-.::::0E~-_:::92~-:_:PF_:::<R:::_EV::_·_.::3:_:IB::;:8:_l _____________________________________ _:O::.:.R:::IG::IN.::A::::L_::SC:.:A::::L:.:E...:1::S...:1::,:N_:1:_:NC::H.::E::S_..=:==:=::::::=::::::::=:::==::::::::===:==:'.----------------------------L.:C.::U__:_l,:2,:2:.:O_:8:__ _____ -l-E::A~.:O.:O.:5:::.3.:3..:.1=------=-----ld CITY OF NEWPORT BEACH DWG. NO. R-5683-S r ... c;,l X X X X X 0 w >-(/) co > 0 w w 0:: (/) w > f-w <( 0:: 0 W LO LO f-0-. 0-. <( ' ' 0-. 0-. 0:: u LL CD ' O>->-wco a) f-0 <l'.w 0 _jz w :::J <.'.l :,,: (.)_ u _JV) w <l'.W I uo u I-:::c :::c (.!) -V) :::c 0: (/) w > 0 >- z ~ (.!) iii -w -:, 0 ,c -z a: f :::I ,c u ~ II.I ~ ti t 12" CLEARANCE PALM TRUNK TO BE PLUMB TURF ROOTBALL 3 6" 24" 4 BACKFILL 100% WASHED PLASTER SAND 5 FINISHED GRADE RONT TIE DETAIL NOTE: ALL BACKFILL TO BE WATER JETTED DURING PLANTING FOR MAXIMUM STABILITY. AUGER 24" DEPTH HOLE IN BASE OF PLANTING PIT AND FILL WITH 3/4" CRUSHED ROCK PALM TREE PLANTING MACARTHU~ BOULtVARD ' '-,,_, \."."·,,,.,~,,·✓·''/ 127 128 FORM OC-OE-92-PF (REV. 3/88) ' t • i i ~ i • CJ) )> i z I 3:-' • - < fTI\ \ i \ \ ; \ \CKT \7 ' 3/4''C-2#\.l 2 !. \ \ \ ~~•m""' \ ~ \ \ FOR REDUCED PLANS O ORIGINAL SCALE IS IN INCHES I i i [ c< / .( ,1' ., 2 I 38 I ,,, .. /"'-..../ 3 I / / j / ! 223 J I ; 1#12 GND l / I 8 @ i e DIST COUNTY 12 Ora ROUTE I , 73 TOTAL PROJECT 16.25/16.40 O.O/1.O NO. 147 ERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 D. COOK El2993 xp. 6/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES: DUPLEX 15 AMP RECEPTACLE PASS-SEYMOUR #5252-1, WEATHERPROOF J-BOX SINGLE GANG. RED DOT #IHS-2 WITH LOCKING WEATHERPROOF COVER RED DOT #CCDV-FS-L. PLUG ANY UNUSED HUBS. FASTEN J-BOX ASSEMBLY TO PALM TREE BASE USING (21 3" GALV. WOOD SCREWS. MOUNT AT +12" ABOVE FINISHED SURFACE. IOOW MERCURY VAPOR FLUSH MTD UPLIGHT. SALVAGE THE EXISTING FIXTURES AND RE-USE WHERE POSSIBLE. IF REPLACEMENT IS REQUIRED, PROVIDE IDENTICAL UNITS. EXISTING CONDUIT FEEDING EXISTING PANEL. INTERCEPT WHERE POSSIBLE AND EXTEND WIRE & CONDUIT TO NEW PANEL LOCATION. VERIFY ROUTING WITH FIELD CONDITIONS. 173 , 1 ' ,_,,,,.,.,"-· • / ., NEW 12 iCKi> f"ANE.L I 20/240V I OOA BU&rNEMA 31l LOCKABLE ENcLoiuRE PANtL ·2·:· SEE. PAKjEL •• DET A iL St!EE1' HP-'ts .. i I ; J i t•-\ ,;~ f I ' J ' ' ' I ' ' t ' j .1 '''Ji~ ·, t l i ·r,--r --; r , , , ~ , " " NEW 1/2 CKT PANEL I 20/240V i I ODA BU$ NEMA ~J{ LOC~ABLE ENcL¢suRE PANEL 3. ,SEE PANEL DETAiL SHEEl 11HP--1s:r { ; II ' ¢ i coNiRACTOR bHALL MJvE EX I J.T I NG s I GN To NEW LO Cf TI ON & /RECONNEf T ELEC~f I CAL A~ REQU I Rf D. i ! ! Ex/ ST I NG JoNUMENT /s I GN i I \ f LOGATION. ! ! \ l ' \ '""""'"",awn " ,w•~" "w~• • "' e \•o••-0•--••••••-•0 ~~. ••••••••••••••••••••••••••••••••-'i0c••••••••• ~••-~--•••••••••-•·••••••••••""•••"•-------«•-----••-• I LANDSCAPE EC"E:CTR I CAL_.,., ' AND LIGHTING PLAN SCALE cu 12208 I "=20' HP-13 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S '° 0.. :r: .., (L I '° ro ro m "' z ::, ::;, (') ''-' L,_ . / ~ ' 0.. • Cl Cl ::, .. ',I' 0 I . i J ~ I.___ I ~ ~ i ~ z r p 0 C) i 6 z 0 .... X X X X X ,l') '·,/ 0 w >-V) co > 0 w w 0:: V1 w > I-w <i: 0:: 0 w I.{) I.{) I-a-, a-, <i: ' ' a-, a-, a:: u I.I.. al " O>->-wco CD 1-0 0 <i:w __Jz w :,,: :::J 0 u_ u __J (/) w <i:W :r:: uo u I-::c :c C) -V, ::c er: (/) I.LI > 0 >- z ~ <.:) V, -I.LI -:, Cl l!5 ,,,..,,....~• / / l \ -z/27 f "o, EX I ST I N13,:: PALM TRE'ES TO BE REMOVED"' I ' 't' '' ,, / ,, / / ~ .---..,.,.-,v•=•'-<eo,~=- 3/4"C-2#10 & 1#12 GND TO PNL 225 223 MACARTHUR BOULEVARD i ~" ~•• "~ ~ •~~~ ~vv ~• u-v-> •--••• -.,~ ,o ~• ">•> >•>•"·'' "' -,,N, •,~, v.-_,... ·v, v-,.,, •w "" ~-.,, ·V• W< ,,., ,,., ''" ••~ ,,,_ >• "~.,m .--~• ,m """" ~~• ,,m -• ,m_ ~-~ _,., ••v ~ VV'" ••·,· ~.,.,, ~om-___ ., ,v, Vv•v• ov•o• vvm• ,. ,.,_· 0 ~ 0 IL, 0 ~ t; t FORM DC-OE-92-PF <REV, 3/88) I I I '_, I I l a •,,,,, '-~.':, <( 0 er:: Cf) ...J ' ....J -I I :r z ' ' I -I :::::, I I 0 <( l 0 I i 1 J i z I • ''T<'" I <( '· ; ! Cf) I FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I I I ! I ! 1 1 l j ' * i J I ' I 1 i [ co l I I a f )\ I 1, ! l' (D 145 2 3 i ' ' ! ! i • ' ' j ! ' I I I l n " u ' i i r I ' q ,' ' k } 8 8 8 8 DIST COUNTY ROUTE S MIL TOTAL PROJECT AL SHEETS 12 Ora I , 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16.25/16.40 0. 0/ I .0 148 D, COOKE El2993 . p. 6/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES: EXISTING PALM TREE UP LIGHTS TO BE REMOVED & RETURNED TO IRVINE COMPANY. REMOVE WIRE AND CONDUIT BACK TO FIXTURE J-BOX THAT FEEDS THESE FIXTURES AND CAP. 173 CONTRACTOR SHALL RELOCATE EXISTING MONUMENT SIGN AND RECONNECT ELECTRICAL AS REQUIRED. RUN NEW CONDUIT AND WIRE TO EXISTING PANEL AND RE USE EXISTING CIRCUITS. EXISTING MONUMENT SIGN LOCATION EXISTING PALM TREE RECEPTACLES TO BE REMOVED. REMOVE WIRE AND CONDUIT AND CAP. VERIFY REQUIRED CONNECTIONS IN FIELD AND TERMINATE AS REQUIRED. -"''""""''""" "~'''" ,.,-~, .. -· -··-·-· -·-----__________ :,,,.,:,,_·~~,E::·-, .. : ... "~"'''·' \ ) .i" .. .,., "CJ ,._,, .... ,. "\ ... , ,v•M •• "'•~"" ;>';;::::.===:.:...;~''•••~<••·"-"''"=· .. ~ •••• =e-o.,. ,_, ---iL··A···N"''D""'·s'··c· .. A,P ......... E ....... E, ... L,'E'''c··T··'R··········1····c•·<O•A····· .. L·· ..,,,-,,,, tb ~ .. ~----~•m"#'' AND LIGHTING PLAN cu 12208 SCALE 1"=20' HP-14 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -Sf a_ :r: Sf -a_ I (0 ro ro m N z ::, :a;; 0 "-. "' a_ . 0 0 ::, .. " 0 ~ ilj 5 I ; ~ j ~ I 0 ..... X X X X X 0 w >-V1 co > 0 LLl w 0::: V1 w > I-w <{ 0::: 0 w I() I() I-~ ~ <{ ~ ' ~ 0:: u u. m ' O>->-wco co 1-0 <w 0 _jz w :) (.'.) ,.c u_ u _jV1 w <l'.W :c uo u • I-:::c • :c (.'.) -1/) :::c a:: V') w > 0 >- z ~ Q V1 -w "'"') 0 "5 I ; Cl t IRRIGATION CONTROL SHEET VOLTS 120/2.40 PANEL 1 MAIN BREAKER 60A PHASE 1 BUS RATING 100A WIRE 3 LOCATION SAN MIGUEL PEDESTAL LTS REC MIS VOLT AMPS BRKR CIR CIR BRKR VOLT AMPS LTS REC r/)A 0B AMP P AMP P 0A 0B MIS LANDSCAPE 1 300 20 1 1 -2 20 1 300 LANDSCAPE LANDSCAPE 1 300 20 1 3 -i. 20 1 300 LANDSCAPE SPARE 20 1 5 -6 20 1 SPARE SPARE 20 I 1 -8 20 1 SPARE ~ ~ -rn------11 -12 ----13 -14 --------15 IS ------11 ~ 1B -----~ -- SUBTOTAL 300 300 300 300 -------- TOTAL LOAD 0A 600 0B 600 PANEL TOTAL 1200 VOLT AMPS = 5 AMPS Q PANEL NO 1 SCHEDULE ~e--------------- VOLTS 120/240 PANEL 2 MAIN BREAKER SOA PHASE I BUS RATING MACARTHUR & WIRE 3 LOCAT !ON SAN MIGUEL <NORTHJ LTS REC MIS VOLT AMPS BRKR CIR CIR BRKR VOLT AMPS LTS REC 0A 0B AMP P AMP P 0A 0B TREE IJPL l GHTS 1 815 20 1 1 -2 20 I 300 REC LOAD " 120 20 1 3 ,; 20 1 300 REC LOAD 3 540 20 1 5 6 20 I 200 SIGN 1000 20 1 1 ~ 8 20 I 20 I 9 ~ 10 20 I 20 I 11 .... 12 20 1 ,., ~ 14 15 ~ 16 17 18 '" SUBTOTAL 1415 1120 500 300 -------- LOAD 0A 1915 0B 2020 •LCLx .25 220 250 PANEL TOTAL 4405 VOLT AMPS= TOTAL 2135 2270 • -PHOTO CELL ON AND TIME CLOCK OFF CKT 3,5 ARE GF1 BKR Q PANEL NO 2 SCHEDULE e-------------- MIS 100A !RR CONTROL IRR CONTROL TIME CLOCK 18. 4 AMPS VOLTS 120/240 PANEL 3 MA IN BREAKER GOA PHASE 1 SUS RATING MACARTHUR & WIRE 3 LDCAT ION SAN MIGUEL <SOUTH) LTS REC MIS VOLT AMPS (/)A 0B TREE UPL! GHTS 1 875 REC LOAD 4 720 REC LOAD 3 51.0 SIGN 1000 SUBTOTAL 1415 ~ LOAD 0A 1915 0B 2020 •LCLK .25 220 250 TOTAL 2135 2270 • -PHOTO CELL ON AND TIME CLOCK OFF CKT 3,5 ARE GFl BKR BRKR AMP P 20 I 20 I 20 I 20 1 20 I 20 1 @PANEL CIR CIR BRKR VOLT AMPS AMP P 0A 0B LTS REC MIS 1 ~ 2 20 1 300 3 .... I. 20 1 300 5 >-6 20 1 200 1 >-8 20 1 9 .... 10 20 1 11 .... 12 20 I 13 >-,4 15 .... 16 11 .... 18 "' .... 500 300 --- PANEL TOTAL 4405 VOLT AMPS= NO 3 SCHEDULE 100A IRR CONTROL IRR CONTROL TIME CLOCK 18.4 AMPS FORM DC-OE-92-PF <REV. 3/88> • • • ~240 PANEL PHASE WIRE 3~ LOCATION .... VOLT AMPS LTS REC MIS ""' 0B TREE UPLI GHTS 10 1250 .... REC LOAD 5 9~ REC LOAD 5 900 SIGN 200 ~ , SUBTOTAL ~ o 1100 LOAD 0A SO 0B !LOO 7 250 -- 2100 1.400 L • -PHOTO CELL ON AND TIME CLOCK OFF CKT 3,5 ARE GFl BKR BRKR AMP P 20 1 N: 20 l 20 1 20 1 ~ / §PANEL L. MAIN BREAKER so/ BUS RATING /2oA MACARTHUR/ PCH / BRKR VOLT AMl"ll CIR CIR AMP P 0v 0B LTS REC HIS 1 -2 "300 1 IRR CONTROL 3 " ,, 300 1 IRR CONTROL 5 6 ~ 1 .... .... 10 ,, 12 13 -"LI. 15 16 ~ 11 ~ 18 19 ~ 20 r... 300~ PANEL TOTAL .4100 VOLT AMPS= 11 AMPS ~ NO 4 SCHEDULE PHOTOELECTRIC 0/240V 10 NE TIME CLOCK 71 DAY PROGRAMABLE 120V 4 POLE NEMA 3R l,J/ LOCKS CELL ,---4" STEEL <TYP FOR l,JELD AS PER A\./G HARD DRA\./N COPPER GROUND ~-GROUND CONNECTION ~-CONC FOUNDATION B" DIA <TYP) FINISHED SURFACE • U) z I...,. • E DELETED z3/4"C-3'12 & 1#12 ,GND TD IRR CONTROL CABINET CONDUITS REC LOAD PANEL DETAIL NO SCALE * USE TYPE Ill MEYERS CABINET FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES "RECORD DRAWINGS" BASED ON OONTRACTOfi'S lfED•IJNtl) PIJl~.,s ·.•· • DATE /.=,L,'(-Uz , 2 3 EXIST 11 '-6" X 11 '-6" SIGN DIST COUNTY ROUTE 12 Ora I , 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16025/16040 .O/ I. ofESSlo;; BRUC O. COOKE "' El2993 ~ p. 6/30/ ROBERT BEIN. WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA. 92718 SEE NOTE 0 i---+--EXIST TUBULAR STEEL I I ' I I I I • I I 0 I • U) SUPPORTS C2l 10' o.c. , 3 #4 CIRCULAR TIES Iii! 3" 5 #4 CIRCULAR TIES @ 12" w....--6 #6 VERT BARS I I 6,, ~ ---➔-----I I c..l I . " 2'-0" NOTE G): CONTRACTOR TO SALVAGE AND REUSE EXISTING SIGN AND SUPPORT FASHION ISLAND SIGN 2221---------------RELOCATION DETAIL NO SCALE /' ·. . UNMETERED SERVJCE ,167 116.5! I ~ ® r 7 L -r :DD: PE I I ~ I I L __ _J 41 I r r-=i I : ) r--7 I TIC I l SPACE I I I I I lE'-'TU~ f_J I I I I I l ~l LOAD : LINE l ~ 1.688 _l Gfs 0 OrNEo .\ 16.50 L 12.25 I LOAD ?AN' G I 1 I 0 FRONT '.75j '-14.25- 7 2.562 USPU-41 NON-RESIDENTIAL SERVICE PEDESTAL 0 -200 AMPERES 0 PACIFIC UTILITY PRODUCTS - 3703 MELVILLE \./AY ANAHEIM, CALJr□RN!A 92806 600 VOL TS SP[ClrtCATlOHS ------·------------------------------------------ • COM.DUES \,'lTH EUSERC STANDAADS * 12 GA. NCHA :JR CONSTRUCTION • POLYESTER PO\IDER-COATED rJN!SH CY.CEEDS ASTH B-H7 SP(Clf!CA1!□1'S ,.. fABRICATCD F'ROH CORP.OS!ON-R(SlST ANT ZTNC C0Af(0 STCCL • LIGHT GREEN COLOR NO, H67Z PER fEDERAL SPECtrJCATlONS 595 • FACTORY VJR!NG E.00 VOLT RATED CCPPCR • ALL EXTERIOR HlHGES STAINLESS Sl[EL • ALL COMPONENTS UL LISTCD CA T.N[l. USPU-M050-108 120/240VAC !PH 3 \./IRE 50 AMPS LANDING LUGS 250MCM lPH C[RCUIT BREAKER JNTER!□R 125A 8P SERVICE DlSCONNECT 50A 2P 240V SUB BREAKERS AS JNDJCATED PHOTOELECiR[C SOCKEi lBOOVA SPST SPACE FDR T!MEl;;LOCK -rUTl/Ri= II= /Yc•D•P DATE, AUGUST 21, 1996 JOB NAM(, MACARTHUR BL VD. ]RRIGAT]ON i DISTRIBUTOR• G.E. SUPPLY -BREA ,,, j ., --,, LANDSCAPE ELECTRICAL AND LIGHTING DETAILS cu 12208 HP-15 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S ~ lJ) -Cl. I - lJ) Cl. I U) (X) (X) en N z ::) E (!) u. . ::x ~ Cl. . 0 a 0 5 ::) @ 8 •• ' Ei :;s -..t . ~ i 0 ~ e1 -_ _,_ --'"'' •• w _J -u. X X X X X a w >-(/) CD > a w w 0::: (/) w > I-w <{ 0::: 0 W Ill ll'l I-O'> O'> <t '-'-O'> O'> <C m Cl.. , , ::::E '-O>->-wco co I-a <tw 0 _Jz w :J (.'.) ,..:: U-u _J(/) w <tW :r: uo u I-:::c ::c 0 -(/) :::c 0::: V> LI.I > 0 >- :z :::E 0 :::E (/) -, LI.I 0 ; ! u ~ Ill ~ to t PLANTING NOTES 1. A. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. 2. 3. 4. 5. ' ~-¥ PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANITIES SPECIFIED. B. THE PLANT QUANTITIES SHOWN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. C. THE CONTRACTOR SHALL NOTIFY THE CITY OF ALL DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. THE LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER MANUFACTURER'S SPECIFICATIONS, A MINIMUM OF TEN DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS, INCLUDING THEIR ROOTS, SHALL BE ALLOWED TO COMPLELTLY DIE BACK BEFORE PROCEDING \,/ITH \,/ORK. -J.QR SHALL SUBMIT AN AGR I CUL TUR AL SO IL ANALS IS FROM LABORATORY TO THE CITY'S REPRESENTATIVE BEFORE '"""-, "~ ,, .•••·.··.•• '' / ,., / ,, . ; ,., FORM DC-OE-92-PF CREV. 3/88! , I ! ' I t I I I 6. 1. 8. 9. 1 0. EACH PLANT SHALL 1 GAL. CONTAINER 5 GAL. CONTAINER RECIEVE AGRIFORM PLANT TABLES AS FOLLOWS: (1l 21 GRAM (3) 21 GRAM 15 GAL. CONTAINER (5l 21 GRAM PER 3 INCHES OF BOXED TREE SIZE (1) 21 GRAM PLANT BACKFILL SHALL BE 50~ SITE SOIL AND so~ NITROGEN FORTIFIED REDUOOD SHAVINGS BY VOLUME. PLANT PITS SHALL BE OF THE SIZE AND DIMENSION SHOWN IN THE APPROPRIATE DETAIL. DIST COUNTY ROUTE 12 Ora I , 73 T 16025/16040 .011. 9/15/95 LAN SCAPE ARCHITECT DA TE 1<0SC 15 • ANDRE -------------,~No. 3152 PLANS APPROVAL DATE ..c.9_-3;;..;0;_-..;;. C I TY OF NEWPORT BEACH xp. 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 173 PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GALLON PLANTS AND LARGER SHALL HAVE GRO\,/N IN CONTAINERS FOR A MINUMUM OF 6 MONTHS AND MAXIMUM OF TWO YEARS. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES AND PESTS. REPLACE 20~ U/LANTANA MONTEVIOENSIS 2/3 PURPLE, 1/3 UHITE FLOWERS ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 ALL MEDIAN PLANTING AREAS SHALL RECIEVE A 3" DEPTH TOP DRESSING OF REDWOOD SHAVINGS OR APPROVED EQUAL. LIMITS OF GRADING DELETE FOR . l.\,2¥?~~. -·-· '""~•~m~ •-•~ FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES 18" DC LIRIOPE MUSCARI 'MAJESTIC' 1 GAL BIG BLUE LILY TURF NON-IRRIGATED HYDROSEED MIX SEE HYDROSEED SPECIFICATIONS 2 3 ·Sf,. 36" OC STRELITZIA REGINAE 5 GAL BIRD OF PARADISE 36" OC ESCALLONIA COMPACTA 5 GAL DVARF ESCALLONIA 16 15 GAL LANE XYLOSt1A CONGESTUM RAPH I OLEP IS I ND I CA SI IINY XYLOSMA 'MAJESTIC BEAUTY' 36" oc XYLOSMA CONGESTUM COMPACTA NERI UM OLEANDER 'PET I TE PI NI< ' 5 GAL D\.JARF OLEANDER ..- < I- (/) LLJ z --' 1- LLJ LLJ I (/) SEE SHEET HP-25 FOR TREE/SHRUB PLANTING DETAILS AND SPECIFICATIONS. 2. ON CENTER <OCJ IS DEFINED AS MAXIMUM SPACING ALLOWED BETWEEN INDIVIDUAL PLANTS OF THE SAME VARIETY. 3. INDIVIDUAL FIVE GALLON <5 GALl PLANTS SHALL BE SPACED A MAXIMUM OF 36" FROM ONE GALLON (1 GALI PLANTS. IN ADDITION, FIVE GALLON (5 GALl PLANTS SHALL BE SPACED A MAXIMUM OF 48" FROM TRUNK OR STEM OF 15 GALLON (15 GALl PLANTS. ALL OTHER PLANTS SHALL BE PLACED AS SHOWN ON THE PLAN. 4. ONE GALLON (1 GALl PLANTS SHALL BE SPACED A MAXIMUM OF 12" FROM THE EDGE OF ALL PAVED SURFACES. HIGHWAY PLANTING PLAN SCALE 1"=40' HP-16 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -U) -Q_ :c - U) -~ Q_ :c U) :i: ro 0 ro r Ol 0 I n N " z ~ :::> 3 2: ! § CD ~-.Q __ LL . =-Q_ . 0 0 :::> .. " 0 X Cl w >-V) co > Cl w w 0::: V) w > I-w <l: 0:: Cl X w ll'l ll'l I-C!'I C!'I <l: ' ' C!'I C!'I <t ID 0.. "") "") ~ ' Cl>->-WO'.) co I-Cl <Cw Cl ...Jz w :::) <..:i ,.c (..)_ u .....JV) w <(W :r: UCl u I-:::c :r: X <..:i V'l :::c c:: V) w > 0 >- z ~ c..::> V'l ""':) w a X X t 0 0 • tO U) -N I + a.. r,-- J: 0 I I "f .. ~N 1,~- /i /;/ •✓ .Ji I' 'I l, k ; J1 NON-I RR I GA TED HYDROSEltD MIX, /; SEE HYDROSEE.D SPECIF I,tA TI ON$·'.· f1 / .f{ / ' j 1 0 ···-=,v<,., ·"{''"' • w Y~"~k/a=.,,m,,v...,,,, •~-.,",_,J C:..--~.-.-~~==•w<~,,'«.·'. \ ,-;, ,.:o,'," ••• -;,";, : •. R/W 36" OC STRELITZIA REGINAE 5 GAL BIRD OF PN'RADISE ~····•-·,,l.,,7 .--l3.?_2_~11~~~~~!!!!t RAPHIOLEfrs IND I CA r"·••-i.1./ 15 GAL Sy1 !/~~-XYLOSM,\ 'MAJES~JC BEAUTY' lj I , . / 36" oc ESCALLONIA COMPiCTA D\JARF ESCALLONJ.1 A . DIST COUNTY ROUTE T 12 Ora I , 73 16025/16040 . 0/ I . LAN SCAPE ARCHITECT DA TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 JOHN . ANDRE __ 3'--I..;;.5.c;;.2_ xp. 9-30-9 ROBERT BEIN. WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 36" oc l-l'~qd+-[-1-<R'+IHU~~1-1,ei'tt-1L+[-A,';-NNHO[HR+--''+P4-[+T+I +IT[--t-P~I-NMtt-1 (~' XYLOSMA CONGES TUM COMPACT A 5 GAL ;Q'w'ARF ~LEA~~OER ~J l "i,, »• H,, "-0"-• ~• C>,C ,,,,_ >W •~ .} n1 t,,; R/\J 18" OC ~lRIOPE MUSCARI 'MAJ~STIC' 1 GAL 5fIG BLUE LILY TURF / . . . . ~?t .,, REPLACE 20~ \J/LANTANA M0NTEVIDENSIS 2/3 PURPLE, 1/3 WHITE FLOWERS 0 0 • 0 (X) 0 -+ I tO 0.. -:r: -0 < z I- Cl) I- IJ.J IJ.J IJ.J z :r: .... Cl) -I IJ.J :r: IJ.J u en I- < 2: 1 . 2. NOTE: SEE SHEET HP-25 FOR TREE/SHRUB PLANTING DETAILS AND SPECIFICATIONS. ON CENTER <0Cl IS DEFINED AS MAXIMUM SPACING ALLOWED BETWEEN INDIVIDUAL PLANTS OF THE SAME VARIETY. 3. INDIVIDUAL FIVE GALLON (5 GALl PLANTS SHALL BE SPACED A MAXIMUM OF 36" FROM ONE GALLON <1 GALl PLANTS. IN ADDITION, FIVE GALLON (5 GAL) PLANTS SHALL BE SPACED A MAXIMUM OF 48" FROM TRUNK OR STEM OF 15 GALLON (15 GAL) PLANTS. ALL OTHER PLANTS SHALL BE PLACED AS SHOWN ON THE PLAN. 4. ONE GALLON (1 GALl PLANTS SHALL BE SPACED A MAXIMUM OF 12" FROM THE EDGE OF ALL PAVED SURFACES. HIGHWAY PLANTING PLAN SCALE 1"=40' HP-11 -(L :i: t" -'l: ~ co "' N z ::) 1:: (!) lL . :,, (L . a a ::, FOR REDUCED PLANS o 2 3 ·· L __ _::F.:'.:OR::,:M:...::,:DC:.:_-.::.:OE:::-::.:_92:...-P:...:,F~<R:::EV'..:..-.:'.3/:_::8::_B>:_ ____________________________________ _.::O::_:R::::IG:::.;IN:,::A::.L..:S:::.::C:.::A:::_LE:::...:.:IS::...:,:IN.:...:.:IN.:,::C::,:H:::_ES:::__!:=::::::=:::::=::::::=:=:=::=::::_ __________________________ J..:C..:U~l:..:2:.:2:.:O~8:_ _____ -+_;E~A~0:_:0:;5:,;;3:..:3~1~=-:--==-=-=c~.,---lc5 CITY OF NEWPORT BEACH DWG. NO. R-5683-S I I I I --.J Vo ,___ X U) ~ 0: a, Cl ' Cl w >-(/) co > Cl w w 0: (/) w > I-w <{ a:: Cl X W LO LO t-m m <{ ' a; m <( CD a. -, -, ::!: ' O>->-wee co I-Cl <i:w Cl ...Jz w =>o ::.::: u_ u ...JV) w <(W ::r: UCl u I-:c :::c: X 0 Vl :c 0:: V') LI.I > >-0 z ~ (.!) Vl -:, LI.I 0 X I X ~ ! i t FORM DC-OE-92-PF <REV. 3/88) 0 0 l"t--0 -o I + 0.. U) I-- , ;,! 81 5 GAL BOUGAINVILLEA 'LA JOLLA' BOUGAINVILLEA 322 ACACIA RE DOLE '. 5 GAL PROSTRATE ACACitA ,✓-· c~ ([; \ UJ \ ,,,/ ,,,,_ /r,2" OC G'I\ZAN I A RI GENS ROOTED CUTTING \./HITE TRAILIN.~ GAZANIA ; / ,i) 109 RHUS INTEGRIFOLIA':-' INSTALL iROSION CONTROL AND MIX ijA" HYDROSEED ,{) STA 113+15 TO STA 121+25 1111111111111 "•!"' BLAt:,jKET "'> !SLOPE HYDROSEED MIX "A"I PLANT AGO INSULARS . . . . . . . . . . . . . . . ~ ,ia AL YSSUM "ROYAL CARPET".. . . . . . . . . ~ If AL YSSUM "CARPET OF SNO\.J ''. . . . . . . . . I 1F GAZ AN I A GPLE~JOE~JS "WI I I TE'' ...... f,Z.,,. /(1(4£/11$ "WI/IT/tt -m:t'itLIII/C:?" 4r,, ¼cA'e: ~----------------, MYOPORUM PACIFICA 1 GAL~ 5' DC \.J/HYDROSEED MIX "B" PLANTAGO INSULARS ........... . ALYSSUM "ROYAL CARPET" ...... . ALYSSUM "CARPET OF SNO\.J" ..... . IRRIGAtE~ HYDROSEED MIX DIST COUNTY ROUTE T 12 Ora I, 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16,.25/16,.40 u.0/ I .u \IDSCAp JOHN . ANDRE ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 173 5 GAL LEMONADE BERRY ·;:. STA 123+00 TO STA 126+00--.... {;SEED HYDRO's~ED SPECIFICATIONS LIMITS OF GRADING •. RI\.J SIDEWALK MACARTHUR BOULEVARD b:•:V~:~~~1%1':·:<xiw~~;,;; ·: -,.:~~ ·:;:.:{~ >,¾ • ' ~. ·" ,_ .• \ ~~=1-<:i~ -,,~~t,, ---;~~'''"'"'i'-"'<' • ·, I" =~.;~,;~~::-·:. . ~ • . • . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . ' ' . . . . . . . . . . . SEA LANE _,. .. , 1,,,) ., ti 1 l ii JI I I . ,, ' 'i "\"" '' Z°l ',J l f ' 'I { i <- FOR REDUCED PLANS o 2 3 ORIGINAL SCALE IS IN INCHES \,"" 0 0 • om o-+ U) 0.. NI NOTE: 1. SEE SHEET HP-25 FOR TREE/SHRUB PLANTING DETAILS AND SPECIFICATIONS. 2. ON CENTER COCl IS DEFINED AS MAXIMUM SPACING ALLOWED BETWEEN INDIVIDUAL PLANTS OF THE SAME VARIETY. 3. INDIVIDUAL FIVE GALLON (5 GALl PLANTS SHALL BE SPACED A MAXIMUM OF 36" FROM ONE GALLON 11 GALI PLANTS. IN ADDITION, FIVE GALLON (5 GALI PLANTS SHALL BE SPACED A MAXIMUM OF 48" FROM TRUNK OR STEM OF 15 GALLON 115 GALI PLANTS. ALL OTHER PLANTS SHALL BE PLACED AS SHO\.JN ON THE PLAN. 4. ONE GALLON (1 GAL) PLANTS SHALL BE SPACED A MAXIMUM OF 12" FROM THE EDGE OF ALL PAVED SURFACES. HIGHWAY PLANTING PLAN SCALE 1"=40' HP-18 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -co -fl. ::t: - co -" fl. i ::t: (J) ,: co 0 co 5 .,, • ~ N 8 z ; :::, " 0 ::!: ~ § (!) z a u. C-. ~-. ::. fl. • Cl Cl :::, .. -.; Cl X CD ~ 0:: O'I C ' Cl w >-(/) en > Cl w w 0::: (/) w > I-w <{ 0::: Cl X w I{) I{) I-O'I O'I <{ ' ' O'I O'I < CD 0. -:> -:> :::e ' Cl>->-wen CD I-Cl Cl <{I.LI .....lz w ::::, c.:i :s<:: u_ u .....J(/) w <{Lu :I: UD u I-:c ::i:: X c.:i --VJ :c 0:: V> w > 0 >- z ~ c.:i VJ -w J Cl X X t 0 0 • 00 0 -0 I + a.. U) I N ..- 0 Z< I- I-(/) w WW IZ (/) ..... NON-IRRIGATED HYDROSEED MIX SEE HYDROSEED SPECIFICATIONS LIMITS OF GRADING 28 \/SEE SHEET HP-~ /~\-:::F::':O~R'----::-D-::cE-:=-T A=-..:,...I L__:__:_:,P_L..:::A:..::N::.......,._ OF THIS AREA SIDE\JALK l MACARTHUR J -1"-; <W~ ----~-,,.,;,~'>'•~ R/\J ·l/hL E TRAIL I NG GAZANS I AS J:<0 0 ~•c;Ltl T I NG S 1 2 " 0 C i ''"" "-,' _,, ¼ '""", ¾ I l---._,,~'---.,,____--H-J. --"':~:x(. •: ! I '>} ,, ::'.:; ~\- ~ " ~- t I ! I 1 l 1 \ \ \ j I I l ! j l I I 1~0 \ \ \ J -" ~,,,., ~V•• ,_.,_ I ,I, ,' .BOULEVARD ;y- • ..~_,,.,_,,._ •Mh••~-.. ~-.----~,m,· ,mM~•-, -~~ -~ 0 0 0 N I a.. I 0 z DIST COUNTY ROUTE TOTAL PROJECT 12 Ora I, 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16025/16040 .011. . ANDRE ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 R/\J RAPHIOLEPIS INOICA 'MAJESTIC BEAUTY' ►~ ~~i! ,Jd?J~f J~c~1 ~~ I , i\l,,~J:SH r VY , "·~oi;:,~NN&i<L,,cllt..~1"1·PA Tr ENs \JALtERANA 4"\~tlT B IZZIE \ ( \ l '\) \ ·-.--,~_,.,.~ 1 I TURF-smr:i, t1MA THON 'f:.I/ POINT' NOTE: 1. SEE SHEET HP-25 FOR TREE/SHRUB PLANTING DETAILS AND SPECIFICATIONS. 2. ON CENTER (OC> IS DEFINED AS MAXIMUM SPACING ALLO\JED BET\JEEN INDIVIDUAL PLANTS OF THE SAME VARIETY. 3. INDIVIDUAL FIVE GALLON (5 GAL) PLANTS SHALL BE SPACED A MAXIMUM OF 36" FROM ONE GALLON (1 GAL) PLANTS. IN ADDITION, FIVE GALLON (5 GAL> PLANTS SHALL BE SPACED A MAXIMUM OF 48" FROM TRUNK OR STEM OF 15 GALLON (15 GAL> PLANTS. ALL OTHER PLANTS SHALL BE PLACED AS SHO\JN ON THE PLAN. 4. ONE GALLON (1 GAL> PLANTS SHALL BE SPACED A MAXIMUM OF 12" FROM THE EDGE OF ALL PAVED SURFACES. HIGHWAY PLANTING PLAN SCALE 1 "=40' HP-19 -(l') -il. :i: (J) il. :i: ~ ro (J) ~ (!) LL . 8 FOR REDUCED PLANS o 2 3 ~ L __ _:F:_::0:_RM:._:D::C_:-0::E:_:-9:;2:_:-P:_:F_:<~RE:;V'..:..___:31:_:8:<:B:_> _______________________________________ O~R,:'.IG~l'.:NA:L::....::S~C:'.:'.A::LE::....'.:IS:.._::IN~IN~C::_H~E:.::S_-=::=::::::=:::::::===::=::::::::====----------------------------J..::C:U:_:_:12:::,:2~0:::::::8 ______ -l-.:E~A~0~0~5~3~3:..'._l _______ -l'~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S I l I l I X Cl w >-Vi (0 > Cl w w 0:: (/) w > I-w <! 0:: Cl X W Ill IO I-a, (1) <( ;;:; ' (1) <( ID 0... , , ::E ' LIMITS OF GRADING 31 Cl>->-W(O co I-Cl <i:w Cl _Jz w :::i (.!) :..:: U-u R/1,/ _Jl/) w <i:w :c UCl u I-:::c :::c X (!) -V') :::c 0:: l/l w > 0 j z (!) -VI -::, w Cl 0 ..p 0 • t.,, __ .. ,,.-,:~~-: 48i ! ;\:.:_:.?J; . ·• ......• J.~j~ltlSMA •• • • 36": .. 0C X ~: G.AL ! /'><::.~-- X t I NON-IRRIGATED HYDROSEED MIX SEE HYDROSEED SPECIFICATIONS --------.. , "•· ---' ~·~----- 0 0 0 0 "" 0 '• ,, '.'.'. ,, 0 0 i •• i'2•"t·,.OC HE0ERN HELIX 'NEEDLE POINT' ·• ROOTED CU1'01¾:J NG :; // '¾;.'.'.'.\~_., ·,. ,, t Lkt1.l'TS OF GRAD I N~"is,, \J/LANTAt:4i' MQ'N.tEVIDENSIS ' 1 /3 l,/H.¥'Tt. rl0wERS ENGLISH IVY "R!:CORll DRD'\llll'ilGS" BASED ON CONTRACTOR'S f!Ei}llr-!ED PLANS DATE _.L::_,,l...,f;;...-...:9__.:fl......_ __ _ DIST COUNTY ROUTE 12 Oro I , 73 16025/16040 .OJ I. 9/15/95 LAN SCAPE ARCHITECT DA TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 NOTE: 1. SEE SHEET HP-25 FOR TREE/SHRUB PLANTING DETAILS AND SPECIFICATIONS. 2. ON CENTER (0Cl IS DEFINED AS MAXIMUM SPACING ALL0\JED BETWEEN INDIVIDUAL PLANTS OF THE SAME VARIETY. 3. INDIVIDUAL FIVE GALLON (5 GAL> PLANTS SHALL BE SPACED A MAXIMUM OF 36" FROM ONE GALLON Cl GAL> PLANTS. IN ADDITION, FIVE GALLON (5 GAL) PLANTS SHALL BE SPACED A MAXIMUM OF 48" FROM TRUNK OR STEM OF 15 GALLON (15 GAL> PLANTS. ALL OTHER PLANTS SHALL BE PLACED AS SHOWN ON THE PLAN. 4. ONE GALLON (1 GAL) PLANTS SHALL BE SPACED A MAXIMUM OF 12" FROM THE EDGE OF ALL PAVED SURFACES. HIGHWAY PLANTING PLAN SCALE 1"=40' HP-20 0 N n. il5 ro g; N z :::, ::E: (.!) "- . D D FOR REDUCED PLANS o 2 3 ~ L __ ___.::F:_:::0~RM:...!'.D.:.C-::::0::E-::_:9~2-::P:::_F_:<~RE~V~. _::31:,::8~8>:.__ ______________________________________ _:0~R::_::IG~l'.::NA'.:_'.L:_:::S'.::,C:AL::E::._:IS:_..:'.IN~IN~C::H'.::E:.S _ _=:=:::::=~::::::::=::::=::::=::::..----------------------------~C:.'.:U:__~12::2:_:0~8:'.,__ ______ J..::E~A~0~0~5:':3:':3~1 _______ _Jcl CITY OF NEWPORT BEACH DWG. NO. R-5683-S X U) ~ 0:: C1> Cl ' 0 w >-V) en > 0 w w a:: V) w > I-w <{ a::: 0 X w I.O LO I-C1> C1> <{ di ' C1> <t 00 Cl.. -, , ::E ' O>->-wen en I-Cl <tw 0 _,I z w :::io ::.::: u_ u 12" oc _JV) w <(W :c uo u I-:I: :c X 0 V) :I: 0:: V> w > 0 >- z ~ 0 V) -w --, Cl X I t 0 I I!! II. 0 i a: i )( t FORM DC-OE-92-PF !REV. 3/88) LIMITS OF 16 PI NUS HALOPENS !"~,; /~C:~~~-~:~::~\'i;r;:t,:::::·/7'1 NON-IRRIGATED HYDR ffEY;.*"rX ''• ... SEE HYDR~~~.Ep~~~fJ'(Ci"!'{ °,!:}~~ ,, 't\;~ 0) \,.-4,\-\/ ___ ,,.-,· :~¼-"' ;~i;~\i GAZA~.,\...R rtE~S~.,,<·,-'"'' • . •• ' i •;;,,~'-'" , en < tb Q:: ; i (/) ..J ... ~i .>+< :c ' ' 145 IS I FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I I I I NOTES: 1. SEE SHEET HP-25 FOR TREE/SHRUB PLANTING DETAILS AND SPECIFICATIONS. 2. ON CENTER <OC) IS DEFINED AS MAXIMUM SPACING ALLOWED BETWEEN INDIVIDUAL PLANTS OF THE SAME VARIETY. 3. INDIVIDUAL FIVE GALLON <5 GAL) PLANTS SHALL BE SPACED A MAXIMUM OF 36" FROM ONE GALLON (1 GALI PLANTS. IN ADDITION, FIVE GALLON (5 GAL) PLANTS SHALL BE SPACED A MAXIMUM OF 48" FROM TRUNK OR STEM OF 15 GALLON (15 GALI PLANTS. ALL OTHER PLANTS SHALL BE PLACED AS SHOWN ON THE PLAN. 4. ONE GALLON 11 GALI PLANTS SHALL BE SPACED A MAXIMUM dF 12" FROM THE\ EDGE.pF ALL PAVED/SURFACES. \ NON-IRRIGATED HYDROSEED MIX SEE HYDROSEED SPECIFICATIONS R/W a < 0 0: (/) ..J ..J ._. :r ::z ._. ::) 0 < 0 J DIST COUNTY ROUTE 12 Ora I, 73 I 6.,_25/ I 6.,_ 40 u.0/ I .u 155 . ANDRE 3152 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 p.,..;::,9...c-3:;..:0;_-9 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 MACARTHUR BLVD. ~Ir".). 7 ·/ i ANNUAL COLOR IMPATIENS WALLERANA-BUSY LIZZIE PCC MOW STRIP SEE DETAIL ON IIP 9 . .. . . ... ,.:_.:...;. . ..!,..,:._:. ..,:_~~ - - - - :1 ·; REPLACEMENT TURF- 173 ~~6;z;{• :z:z:zz.~:z:z:!f:¥ ·:z:z:~~:::z:z:.:zz:zzzz.zz:d 8 ~. SIDEWALK ::z < (/) . :~ EXIST S~:: :'~:;:;; II . , : . ' . 7 PROTECT IN PLACE 2 I 3 I SIDEWALK R/W ...J w IW u (I) ..... < :E . . . . . . . ---i:_ NOTE: ·1 \ . \ . . \ • • •. I • . • . I ..:.. -...: - I REMOVE TWO EXISTING MULTI-TRUNK ALEPPO PINE TREES, TREES TO BE IDENTIFIED BY ENGINEER PRIOR TO REMOVAL PA EME ALE PIN-•~ OCATION TO !NE~PR R T REPLACEMENT TURF- SOD MARATHON II CONTRACTOR SHALL INSTALL MARATHON II SOD AND IMPATIENS WALLERANA-BUSY LIZZIE, AT 8" ON CENTER IN THE AREAS INDICATED ON THIS PLAN ANO IRRIGATE PER IRRIGATION NOTES FOR SAME AREA ON SHEET HP-35 OF THESE PLANS. CONTRACTOR MUST INSTALL A SEPARATE VALVE<Sl FOR TURF AND FLOWER PLANTER AREAS. DETAIL "A" NO SCALE "RECORD DRAWINGS" BASED ON CONTRACTOR'S RED-LINED Pl.ANS DATE_ L-1£-9f¼ HIGHWAY PLANTING PLAN SCALE 1"=l0' HP-21 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S i -! -N CL I :r: --N ~ CL l :r: to :t co :;' co 0 01 ~ 13 " N I z i i'l ::, " !ll i;: ~ ~ 12) C) z 0 " r -,.,. . :,, D. . Cl Cl :::, .. --: Cl X Cl w >-V) ID > Cl w w 0:: VJ w > I-w <{ er: Cl X W IO IO I-er, er, <{ ' ' er, er, <( ID Q.. , , ::E ' Cl>->-wco co I-Cl <w Cl ...Jz w ::J (.!) ::,,:: (.)_ u ...JV) w <{W :r: uo u I-::c :r: X (.!) --VI ::c 0:: (/) w > 0 >- z ~ Q VI -:, w Cl X X t FORM DC·OE-92-PF (REV. 3/88) N N I 0.. :c w w (J) 0 0 • 0 0 + (X) N N _J R/\.1 'e ! ,, ' ,,\' ', ;-;i ' -· ~. , ·-<>~~ ·-· -~-.s ----, ~ ---· ""~" ,._ I I " ¼~ _.,,,,,,,,~,,,~ "'·~ FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES 2 3 / i SEE HYDROSEED HYDROSEED MIX SPECIFICATIONS "'RECOl!l DRAlll!'ilGS" BASED ON t'ONTRACTOR'S REO·I.INED PUNS DIST COUNTY 12 Ora ROUTE I , 73 16025/16040 .O/ I. LAN SCAPE ARCHITECT DA TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 JOHN . ANDRE 3152 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 NOTE: 1. SEE SHEET HP-25 FOR TREE/SHRUB PLANTING DETAILS AND SPECIFICATIONS. 2. ON CENTER COC> IS DEFINED AS MAXIMUM SPACING ALLOWED BETWEEN INDIVIDUAL PLANTS OF THE SAME VARIETY. 3. INDIVIDUAL FIVE GALLON <5 GAL> PLANTS SHALL BE SPACED A MAXIMUM OF 36" FROM ONE GALLON (1 GAL> PLANTS. IN ADDITION, FIVE GALLON (5 GALl PLANTS SHALL BE SPACED A MAXIMUM OF 48" FROM TRUNK OR STEM OF 15 GALLON (15 GAL) PLANTS. ALL OTHER PLANTS SHALL BE PLACED AS SHOWN ON THE PLAN. 4. ONE GALLON <1 GAL> PLANTS SHALL BE SPACED A MAXIMUM OF 12" FROM THE EDGE OF ALL PAVED SURFACES. HIGHWAY PLANTING PLAN DATE _ _,,,L_-J.l='!f..--__,9u,8..-. __ SCALE 1"=40' HP-22 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -N N 0.. I N ~ N 0.. :r X (0 f2 "' 0 "' a n ,,., ~ 0 N ~ 'll z '" 0 ::, a n ::t: ?, 1'; ·z_ o (!) LL • ;;:,, 0.. • D D ::, .. '-I 0 X X X X X 0 w >-Vl co > 0 w w c:: Vl w > I- w <( c:: 0 LLJ I() I() I-(J> (J> <( ' ' (J> (J> <( a.. J ' 0>->-wco co 1-0 <rw 0 _Jz w ::JL'.) :><'. U-u _JV) w <x:w ::r: uo u I-:::c :I: L'.) -VI :::c a:: v,m w J > ::i: 0 i z L'.) VI -w -::, 0 C,) ~ e t NOTE: FOR IRRIGATION LEGEND SEE SHEET HP-29 FOR IRRIGATION NOTES SEE SHEET HP-36 NON-IRRIGATED HY~OSEED f1IX SEE HYDROSEED SPEClfJ C,Ayt IONS ;--• ,.,.,...._.~,,,_.,// ' . ' ' ~,-._ ... ,. LIMITS )JK2J<_~DING ,r' ',~. R / \./ \ ,,~,._, ,,,,,,,,,~ / ___ ,, \ ----~.,,.- -------------- ·~-.. "' {'•-•<c,,. ,,,, ,, "'_'"'_'' _,,,_, ----''t''"'" FOR REDUCED PLANS o FORM DC·OE-92-PF <REV. 3/88) ORIGINAL SCALE IS IN INCHES 2 3 ,-...., '->- ' ' ' " DIST COUNTY ROUTE POST MILES TOTAL PROJECT HEET TOTAL NO SHEETS 12 Ora I, 73 16,..25/16,..40 v.0/ I .v 9/15/95 157 173 REGISTE LAN SCAPE ARCHITECT DATE JOH . ANDRE PLANS APPROVAL DATE 3152 •--'--;;.;;c..- CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 p.9-30-9 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 " NOTE: 1. SEE SHEET HP-25 FOR TREE/SHRUB PLANTING DETAILS AND SPECIFICATIONS. 2. ON CENTER <OCl IS DEFINED AS MAXIMUM SPACING ALLO\./ED BET\./EEN INDIVIDUAL PLANTS OF THE SAME VARIETY. 3. INDIVIDUAL FIVE GALLON (5 GALl PLANTS SHALL BE SPACED A MAXIMUM OF 36" FROM ONE GALLON (1 GAL) PLANTS. IN ADDITION, FIVE GALLON (5 GAL) PLANTS SHALL BE SPACED A MAXIMUM OF 48" FROM TRUNK OR STEM OF 15 GALLON (15 GALl PLANTS. ALL OTHER PLANTS SHALL BE PLACED AS SHO\./N ON THE PLAN. 4. ONE GALLON (1 GALl PLANTS SHALL BE SPACED A MAXIMUM OF 12" FROM THE EDGE OF ALL PAVED SURFACES. " 1 ·"'--1""'4~~---,,'"\ ~ \ "RECORD DRAWll\!GS-" BASED ON CONTRACTOR'S RED-lli'.!ED PLANS DATE _ _./...._.t__.'i'.;_-""'"l,"':{ ___ _ I HIGHVAY PLANTING PLAN SCALE 1 "=40' HP-23 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S f' -f') N Q_ :c f') N Q_ " :c i i lO ro ro I :c (1> 5 N I n z 0 :::, " E " 0 ~ i t!) 2! u_ ~ Q . ::JO Q_ . 0 0 ::, .. -., 0 X X X X X 0 w >-1./) co ,,, > 0 w w 0:: 1./) w > I-w <( 0:: 0 w li") li") I-0-, (Y) <t ' ' 0-, (Y) <( co CL ---., ---., ~ '-O>-->--wco co 1-0 <tw 0 _jz w ::Jo ~ u_ u _JV) w <l:W :r: uo u \' .tf<;,L l; I I L,,,1&,,,,,:;:;,~._.,.:["-··§!,J:'.7:-::~:::~:-::··: .. --:i:""':?.:--: -- ,,o,,,,,,,,+,s;::~::.: ... ~-:;,:,:~~~;-i::: .. ---·l ;_::·:;}~ \ ,~,. cm•'-•O~"o, , .,,,~,, .._,__,_,,_, VO r, ,,_,,N,M~"~'"-'~kh,O••• ,:, (., / * '· \.\ ,,),, ' j \ HYDROSEf::J:f' MI X SPEJ; 1.f: I CAT IONS i .. ,,,,-~,., ... , ,_,,,~ """•""~" ... -~·--· ,,,, ,,, • 0::,:::,::::,,:::c ,,1;;cc:::C,}}:5::t:~11r??i1f::::'" ,. :11 :,1'':'',·,c"""mo ~wv,-'"""'"' --~'::...-·:; -_,;;·:.-;/·:··v::i.:...:z: '"~·· -'"""' .« "': ~-"'""· :. __ :· .:,,,.,., -t --~--_ ','. _____ ,, -~'"" '""" "'"'"""'~•· ~-~, ~"~' 0½"'6-R "~~.,-,-, nv,-. 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I d , ,'' J. r "s ';( ' ~ ,,4 f i ,~ w > <~'""•'~·<•~,,,~~~Mfi>'.,,~,•,M,<0"••·~.,<S'C❖S j • t i 3•' < W , j :«:v~~u"'4 s~c;i,~W_,,,=, i i ~ ' '" t'~jY,¥ t i Ii j /~_,...,.,~µ •',,!:,,~• .... ,¥fa.)"""'C '-~ "~"""~•fm• •~ ,.t,,c-,@.M,W,OWC,,";y;'>''»V•>'W,-.,,O~VoN,==~~~;:• +w:,:®0,-i m-;;wi;~",._~J"} I\? ;'::? <;} •~f Ni'$-11, -,w -•:;¥_;"• .. ,t,:?c 0 ';J~;,V •\J '••·•ii:;,·,,/ ,,,. i 1 "••'""' i# .... , @ t~ >_,.;{ "'" i' . ·~''t"'''':'S..,,,,.,;im,"nm=,z"i"'1$ Cj "I; a:,,¼ < f, '",.~~"'.':.:-"-'---"'".::"'.:h,"•'."" .. '"',1,C.!,•,·."'·"••-•§.'~WA•,~~,,:cwc•""'""~w.,c,)t f; \ / fi '"~•'-'•'""'~'"-' Os·o,,•,~vam•= ~-., •-;;':i]i<'"""""-"•'"""·"'N"' ""' -~,,,--. ' ,.·,,' I .: ; • -,, " FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 3 I . 2. 3. 4. IL AL DIST COUNTY ROUTE TOTAL PROJECT SHEETS 12 Ora I , 73 16.25/16.40 0. 0/ I .0 J--L 9/15/95 REGIS TE LAN SCAPE ARCHITECT DATE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 158 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 NOTE: SEE SHEET HP-25 FOR TREE/SHRUB PLANTING DETAILS AND SPECIFICATIONS. ON CENTER ( 0C l IS DEF I NED AS MAXIMUM SPACING ALLOWED BETWEEN INDIVIDUAL PLANTS OF THE SAME VARIETY. INDIVIDUAL FIVE SHALL BE GALLON SPACED (5 GALl A MAXIMUM PLANTS OF 36" FROM ONE GALLON ( I GAL l PLANTS. IN ADDITION, FIVE GALLON (5 GALl PLANTS SHALL BE SPACED A MAXIMUM OF 48" FROM TRUNK OR STEM OF ALL 15 .GALLON ( 15 GAL) PLANTS. OTHER PLANTS SHALL BE PLACED AS SHOWN ON THE PLAN. ONE GALLON (I GALl PLANTS SHALL BE SPACED A MAXIMUM OF 12" FROM THE EDGE OF ALL PAVED SURFACES. HIGHWAY PLANTING PLAN SCALE 1"=40' 173 HP-24 cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S ii ill • :1 s I " i j • i 1 i'l "' i I I I I r I ~ :,: § ., I 8 'J a ~ i ! ~ i ' i el ., z .. , c., ' • a J ~ J; ~ i > ... 'i :t 'St N CL I 'St N CL I co f oc, 00 0, ! N z :::, I 8 :;; "' ~ "-~ ; . 3' CL i ., ... ,' . 0 0 :::, .. 'St Cl X X X X X 0 w >--(/) OJ > 0 w w 0::: V) w > f-w <( 0::: 0 W LO LO f-O'> O'> <( ' ' O'> O'> <( a) a.. ..., ..., :::;;; ' O>-->--wro ro f-0 <(w 0 _jz w ::::JG :><:: u_ u _JV) w <(W I uo u I-::c :c (.!) -in ::c a:: t/) w > 0 >- z ~ (.!) V, -w -, 0 FORM DC-OE-92-PF <REV. 3/88) 0 0 0 0 0 0 0 0 0 TREE OR SHRUB ROOTBALL. vO • • 5 • 24" TREE PLANTED PER DETAIL "C" ON HP-25 STAKE BELOW CROWN OF TREE C/A./C.4/ T/c?S CORDED RUBBER TREE TIE 2 PER STAKE, SECURE WITH 16D GALVANIZED NAIL 2" DIAMETER X 10' LONG LODGEPOLE PINE STAKE (2 TOTAL) FINISHED GRADE 0 TREE STAKING ~M6 6 ~%:w / 7 4 ¾,~/// 3 0 DIG HOLE TWICE THE WIDTH AND DEPTH OF THE ROOTBALL AND FILL WITH WATER AND ALLOW TO PERCOLATE INTO SUBSOIL. 0 0 REPLACE BACKFILL MATERIAL UP TO 2/3 THE HEIGHT OF ROOTBALL, TAMPING AND SETTLING AROUND ROOTBALL. THEN BACKFILL AROUND RE- MAINING 1/3 OF ROOTBALL. CREATE IRRIGATION BASIN A MINIMUM OF 6" BEYOND SIDES OF ROOTBALL. FILL HOLE WITH 6" DEPTH NATIVE BACKFILL MATERIAL, TAMP AND MOUND SLIGHTLY. SET ROOTBALL IN HOLE SO THAT ROOT CROWN IS I" ABOVE FINISH GRADE. APPLY I" LAYER OF COARSE ORGANIC MULCH IN WATERING BASIN. IRRIGATE FROM TOP TO SETTLE BACKFILL, MULCH AND BERM, FILLING BASIN. EXISTING SLOPE. ®TREE/SHRUB PLANTING ON SLOPES FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 0 0 0 0 2 TREE OR SHRUB ROOTBALL. DIG HOLE TWICE THE WIDTH AND DEPTH OF THE ROOTBALL AND FILL WITH WATER AND ALLOW TO PERCOLATE INTO SUBSOIL. FILL HOLE WITH 6" DEPTH NATIVE BACKFILL MATERIAL, TAMP AND MOUND SLIGHTLY. 3 0 SET ROOTBALL IN HOLE SO THAT ROOT CROWN IS I" 0 ABOVE FINISH GRADE. DIST COUNTY ROUTE 12 Ora I . 73 POST MILES TOTAL PROJECT 16.25/16.40 0. 0/ I. 0 SHEET NO. 159 15 • ANDRE g,! No. 3152 PLANS APPROVAL DATE I I--______ .:.._ ___ ~\~ 9-30-9 C I TY OF NEWPORT BEACH xp,, __ 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA, 92718 REPLACE BACKFILL MATERIAL UP TO 2/3 THE HEIGHT OF ROOTBALL, TAMPING AND SETTLING AROUND ROOTBALL. THEN BACKFILL AROUND RE- MAINING 1/3 OF ROOTBALL. APPLY 3" LAYER OF COARSE ORGANIC MULCH IN WATERING BASIN. IRRIGATE FROM TOP TO SETTLE BACKFILL AND MULCH FILLING PLANTING AREA. FINISH GRADE IN MEDIAN. 173 ® TREE/SHRUB PLANT I NG HIGHWAY PLANTING PLAN 2 3 cu 12208 SCALE 1"=40' HP-25 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -.... ., ,,, N IL I - ll) N IL ::r: u::, i "' "' a, e N z :::, I 8 :JE (9 ~ i u... ;;. ·, i t IL . C, C, ::, .. " ' C, ' X X X X X Cl w >-(/) a) > Cl W w 0:: (/) w > 1-w -4 0:: Cl w in in 1-m m -4 ~ ~ <( co a.. ..., ..., :::i: ' Cl>->-wen en I-Cl <Cw Cl _Jz w :::J (.'.) :.::: U-U _J(/) w <CW I UCl U 1-:::r:: t:) (/) a:: w > 0 z Q (/) l.&J 0 ::c -:::c Vl t / ! / / / I / f ; I j j / . "·,,. < • ~""•-•"'••--·•·"~,·~,. ~--~'< j < / } j I j ' DELETE NCTE: \\ 1 .\ SEE";kHEET:: HP-2~ FOR ·tFEE/SHR'&; RLAN1tLNG )□ET AILS AND; SPEC IF ICAT IONS. ,,\ '-'d ,'¼< 2. ON CENTER" ( OCJ· IS □t·F".I NED AS MAX I MUM Sk'.Atl NG ALLO\.JE[J) BET\.JEEN "-,,,,•' I ND IV I DU,\!;1 PLANTS OF THE SAME VARIETY. 3. INDIV!DUA't FIVE GALLON <5 GALl ..,,,,,., PLANTS, SHALL BE SPACED A MAXIMUM OF 36 'V.'FROM ONE GALLON ( 1 GAL l ''"'-./ ;::t PLANtTS~s)IN ADDITION, FIVE GALLON •• \ 1···-~ ••••. '. (5 GAL)~1>LANTS SH,\LL .. BE·-SPACEO/ f' \. PHOEN) X CANAR I ENS IS .. .-, -· -·· ••' A.,. MAX·lMlJM-GF··z:g" -FROM TRUNK .01{ ' t1'~Y I SL AND DAT ALM •'' ,· / STEM OF 15 GALLOti...JJ.5-.GAl=l"'PLANTS. IRE'ti:S·1=>ROV I OED Ti:JE' ./. , i .AL.b···8fflER .. PLAt:irs SHALL BE PLACED .. / ... ---·- // •• /l"R\q\E COMP A //-SEE PLANt IN~,~--.l ..... •••••••• AS SHO\JN ON THE PLAtt ..... -----·······••'•'"".. \ \\1 □ETA11.··cm·· ET .. HP-21 .....•• ·····-·' 4. ONE .. .G.AJ..L-0+r--c1··GA[>··;;LANTS SHALL .SE-; •• -·•'"· ... "~ ""'"'"'~-------~------,,~-J PI NUS HALOPENS IS L • ••• ..... SP ACED A MAX I MUM OF 12" .ERBM "fHE , ALEPPO p I NJ;: < < •• EDGE OF ALL PA.V.£.D··SORFACES. ! ,_--•N'" _,.~.,,=••M'>"""""'"••-»' '\ \ 13 ,/ SEE SPEC IELGAi""fbNS j"<-"''"~··"" ,,...;d' _.,.,.,,,.,- < / ER LINE OF.f.3"H ,, '·•' X 1 2,"U DIST COUNTY ROUTE T 12 Ora I, 73 16}1.25/16}1.40 v.0/ I .v REGISTE LAN SCAPE ARCHITECT PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH. CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 ,, . __ ,... ... - _.,.,, _,,,.,,,. ,,, L-fR I OPE MUSCAR1·· 'MAJE Sir IC.' • rtF• OC -' ...... .. ,,,,,-"' . .. -,~-,ft/. ~ .. J;:,..,,.••' ;,·" ~ .. :;.~-":· . .. .. ~ ... ,~··/t.~/_.,::, SEE/~,:-Tf,.Lt··· __ _,..,,,, i _,,f#;• ~~.;;::~~N-,.,,-,_.,~ ~--,o,---~"'"'·>t:: ,&~_,/"' .• ~:,__,_,_,,,,,,;,.~ > •""~--•:,, ', .. , -"~' '"' -~ ½'<.~ "-·~ j ~-=·~-·~ ~-~-,· ~~ HP-9 , ~~ .. ~ ""~•=•-~ .. ·~··~·· ·~-~~--;,,,;," ----~~ • ---~ .. --c··. ----• -~-,~ ---~--·-··· µ., - . HIGH\JAY PLANTING DETAILS SCALE 1"=20' HP-26 -U) N (L :c (.!) N (L :c (.!) ro ro (J) N 5 ~ l!). LL • :. (L • 0 0 FOR REDUCED PLANS o 2 3 ~ L--~F.::OR~M::..::DC::..-.::OE:.-.::92:..-:.:PF_::.;<R::.EV:.:.·_:::3:.,:/8:,:8:_> _____________________________________ _:O:::.R::,:IG~IN,::A::::L:....:,SC:::,:A::::L:.::E_l'.::'.S_:1::.::N_:1::.::NC::;::H_::E:::'.S:_..===::====::::=:::::==----------------------------1..'.::C~U~l~2=2~O~8~ _____ _j_.::E:A_:O~O'.:5'.:3'.:3~1~ ______ _J~ CITY OF NEWPORT BEACH DWG. NO. R-5683-S -Cf X X X X X Cl w >-V) co > Cl w w a:: V) w > I- w <( a:: Cl WlO IO I-CS'> CS'> <( ' ' CS'> CS'> <( ID a.. , , ::i: ' Cl>->-wco co I-Cl <Cw Cl _iz w ::::, t:) ><: U-u _JV) w <CW :r: UCl u I-:J: ::r: C) -Vl :J: 0::: V, w > i 0 z Q V> - Lt.I -:, 0 I l!5 E Ii t "_, ~-•-~" -•~» ,o,,., •m~ , •••-•-•~• ,_ " ... ,.,, . '"•"• . ' _.,..,_.._'-S-'-"'=S-.>,><,,"'-'<0C,-•=.c"'""''""'·''<"V.· •,,, ., \ _µ' • ' ' \_,r) ' 2~ ,:a~-• 'CANTA NA -M□NTEV IDENS1s'·-"'-~-=·"'"''=c,,~"'7--, .. , GAL rRATC ING aNT'.iffi!{ -'-, -~ ,_. • ., ,.,r' ,/ • • -:,-. --·-CONSTRUCT NEW 2 "X4" REDWOOD --· HEABE-R .. !2E:R D.E:T A IL ON SHEET HP-9 ., "","g'"'"i'Jc' ,sr:1BRE 1 GAL JUN I PER 5 24"BOX MATCHED S-P'EB{MEN .. / ! '-, . ...,, / ·-'"{ I ' f ;;, i ! ' ' , I I ' I FORM OC-OE-92-PF <REV. 3/88) I \ : ,, __ ,, ________ ,,,_,., . ---· ... ' -___ .,,,,.,.----· ::,,, =' ·-· '¾ ' I I ' ' J •=="es• ~ Lil ...... > rt G) co Q:: < :r w > ff ...... , 0::: 0 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES 2 REPLACE 20~ 2/3 PURPLE, / / i' W/LATTANA MONTEVIDENSia 1 ! J 1 /3 WHITE FLOWERS 1 ' / ; . . / I 18" oc LIRIOPE MUSC:ARI 'MAGESTIC' 1 GAL BIG BLUf:'. 1L ILLY TURF / ,· ~'""_,_,__ ,,, --~•"Vll--µ~---~••~••, ---- ,,.;:~ ' \ j ,✓" ~~,~,. c"\ / V ,~ ,:-~:::~:::::,•:=:--:,::~:,:,::~,::::::::::w·~~• '"•-~==~~~;r::::::-• -"' ' ~o ~ 52-• -• e~~~o~•--~--==~2•:t1t~=: ,,.~-'<sf f'>" -'I' --.-.,-' -• ------ '°1-"-..◊ / {' \ 36"1 0Ct.:STRELITZIA'•;~EGINAE .µ 5 GAL i)'BIRD OF PARADISE ,; ,~~-, 1 -"~ ,,~ ,.,-"' '--,~ ;' • -~ >,-~--:-w-- // j ' / ./ ' • ·~"~-,--,,-.-.,., ,_ """""--'" ,,,,.,.," ,-••-.,---~, M •• •" • '--0 ~_,,,.A __ ,_ -•••A_,,_,,_,, ,,,A 3 30 5 GAL . ' GAL'--, ~OSTRA~/ ACACIA ,---' RAPHJGl::.ffl~f·iND I CA 'MAJESTIC BEAUTY' \..1'Nf. XYLOSMA CONGESTUM COMPACTA 4t ;_;";'. ,, pH#~> ,, .. ,,.-" ,-, ... --···· 84 PI TOSPORUM TOBT~A-0BiE'.~1ZI1 •• --• t. .v ~· -,,-•" • DIST COUNTY ROUTE 12 Ora I , 73 REGIS TE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 16025/16040 .0/ I. JOHN ff • ANDRE ~ No. 3152 p,..,;9;...-...;;3..;.0_-.;;. ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 NOTE: 1. SEE SHEET HP-25 FOR TREE/SHRUB PLANTING DETAILS AND SPECIFICATIONS. 2. ON CENTER <OC) IS DEFINED AS MAXIMUM SPACING ALLOWED BETWEEN INDIVIDUAL PLANTS OF THE SAME VARIETY. 3. INDIVIDUAL FIVE GALLON (5 GAL) PLANTS SHALL BE SPACED A MAXIMUM OF 36" FROM ONE GALLON (1 GAL) PLANTS. IN ADDITION, FIVE GALLON (5 GAL> PLANTS SHALL BE SPACED A MAXIMUM OF 48" FROM TRUNK OR STEM OF 15 GALLON (15 GAL> PLANTS. ALL OTHER PLANTS SHALL BE PLACED AS SHOWN ON THE PLAN. 4. ONE GALLON (1 GALl PLANTS SHALL BE SPACED A MAXIMUM OF 12" FROM THE EDGE OF ALL PAVED SURFACES . HIGHWAY PLANTING DETAILS cu 12208 SCALE 1"=20' HP-21 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S ,,. N 11. :r: ,,. N 11. :r: ~ U) ro ro :i: 0) 0 N r 0 z ill 0 ~ i □ ::;:: D ill D (!) ~ ~ lJ. . ~-_-·g __ :, 0.. . 0 0 ~ •• " 0 X Cl w >-V) (D > Cl w w 0:: V) w > I-w <( 0:: Cl X W LO LO I-a, a, <( ' ' 0 a, a, < co 0.. ..., 0 ..., ::::i; ' 0 Cl>->-W!D (D 0 I-Cl <w a .....lz w ::::i (.'.) :,,:: © U-u .....IV) w <(LJ.J ::r:: ua u ® I-:::c :::c "",,. X (.'.) -Vl :::c a::: V') w > 0 >- z ~ Q Vl ""') LL.I 0 \ \ ' \ \ \ ' \ \ \ --·\ '••+, 5 ! X E 2 ! I!: I!> I I! X t FORM DC·OE-92-PF !REV. 3/88) -~· .• ;~A~~l~~E~l~:lg:G!~TIC TVINE •• C•~ \,}• \ 12" CLEARANCE s--- PALM TRUNK TO BE PLUMB TURF ROOTBALL 6" 24" BACKFILL 100~ WASHED PLASTER SANO FINISHED GRADE FRONT TIE DETAIL NOTE: ALL BACKFILL TO BE WATER JETTED DURING PLANTING FOR MAXIMUM STABILITY. . \ i AUGER 24" DEPTH HOLE IN BASE OF PLANTING PIT AND FILL WITH 3/4" CRUSHED ROCK '• ' ©PALM TREE PLANTING .. { \_; ,,, . . . . ' .... . . . . . . . . . . . . . . . . . . . . . . ,\, . : ... --. . . . ." . ,',:.,::";, •. ·~··· .,,.. • : '·" .. . . ... • • k,♦..,,(.,, .. ;•~.""-•t-•.' •• '", '\,,,.~ ""¾,_'\ ,"-. ... o1~... ---• • ,<'•>;!;ii/\_'-• '{. ·~~~~,, '\ • "• -··••·'7•~·.') ·"'--~·· '4( ••. • • _//•" ,._;../) \f, 'Gr.,/. i . ' .. MACARTHU~ BOU VAR □ 121 128 . ' ! I l j ! ' ' i (f) > z 3: -Q C !Tl r •.. · .. CJ '• .·;Q ,.....,. ' < !Tl 129 \ l ' . I FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I ' i i i I I ... .,,,;;..· -,, . ·,/. . •... '/"-.·:-.-✓ 1: . : . •. 1 ' ' \ £ \ \ . . \ \ \ t i \j(},.,, ' \ \ ' '\ \ \ ·, ' \ ·1 2 I ' \ \ 3 I I / ' ' ~ ' \ 1'""'"-,,.__,, ·)1 L. PHOEN lx CANAR I ENSI ~ • ' - DIST COUNTY 12 Ora REGISTE ROUTE I• 73 16025/16040 .0/ I. JOHN _ . ANDRE .... fil ~ -=p""L..,.A'""NS~A""P""P'='RO""V..,.A:-:-L-::-D-,-A T=-=E=------i o: No. 3152 '"' CI TY OF NEWPORT BEACH xp. 9-30-9 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 NOTE: 1. SEE SHEET HP-25 FOR TREE/SHRUB PLANTING DETAILS AND SPECIFICATIONS. 2. ON CENTER <OC) IS DEFINED AS MAXIMUM SPACING ALLOWED BETWEEN INDIVIDUAL PLANTS OF THE SAME VARIETY. 3. INDIVIDUAL FIVE GALLON (5 GAL) PLANTS SHALL BE SPACED A MAXIMUM OF 36" FROM ONE GALLON (1 GAL) PLANTS. IN ADDITION, FIVE GALLON (5 GAL) PLANTS SHALL BE SPACED A MAXIMUM OF L.8" FROM TRUNK OR STEM OF 15 GALLON (15 GAL) PLANTS. ALL OTHER PLANTS SHALL BE PLACED AS SHOWN ON THE PLAN. I ' (f:, 0 } I i l \ \ \ \ \ -"~ -~"" C ~•-"w,~,0~,-,-~,--= ~~ HIGHWAY PLANTING DETAILS cu 12208 SCALE 1"=20' HP-28 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -co N 0.. :c co N (L :c to co co m N z ::::) 4 (.') • LL ' . :::. (L . D D ::::) •• "' D ' a r 0 ~ 0 0 " ~ 0 m " " ~ !,; -~--~L e-.. N X X x- X * * * * * * "' w v> ~ * ,,. * * * * * * * * * * ~ -I->-v> * * * * * * * * * * * ,.. ,.. X ,.. ,.. ,.. u w a.. V> z <.!> 0 ,.. ,.. ,.. ,.. * ,,. ,,. ,,. ,,. ,,. >- (D 0 w Vl -> w 0::: W ID I-O'l <( ' 0 O'l <( z 3:: '->-OiD w 1-0 <( w _jz :JO (.)- _j Vl <CW (.)0 I- I I..? - {/) a:: w > 0 z (.'.) - {/) w 0 :z: C> 1--4: 1--= C> 0... V, :z: 4 = I-- LL. C> 1--= Lw ::::a: 1--= 4 0... Lw = = = c:, LI.. __J 4 (_) w.. C> Lw 1--<: I-- (/) 0 w Vl -> w 0::: w I- <( 0 ID O'l ' m I- ::i:: Cl >- OJ 0 w :><'. (.) w I 0 :c -:c l/) >-~ ~ -J t IRRIGATION LEGEND IRRIGATION HEADS SYMBOL Qf <b ,a. 121'-e- ,a. ~ V ~ -0- -EB- • ~ -iii- ,;- ~v• ~ @ !1 0 !.!I $ • 0 Q o•·• 0 ... o'-' lb VALVES fYI PIPE MAN./MODEL NOZZLE DESCRIPTION GPM TORO 570Z-12P-COM 8-0,T,H-PC HIGH POP-UP SPRAY . 22, . 29, . 44 TORO 570Z-12P-COM 10-0,H-PC HIGH POP-UP SPRAY .33,.66 TORO 570Z-12P-COM 12-H-PC HIGH POP-UP SPRAY . 96 TORO 570Z-12P-COM ADJ-PC HIGH POP-UP SPRAY . 8-2. 2 TORO 570Z-12P-COM 15-H-PC HIGH POP-UP SPRAY I. 5 TORO 570Z-12P-COM ADJ-PC HIGH POP-UP SPRAY 1.0-2.7 TORO 570Z-12P-COM 35-SSH-PC HIGH POP-UP STREAM SPRAY I. 4 TORO 570Z-12P-COM 35-SSF-PC HIGH POP-UP STREAM SPRAY 2. 0 TORO 570Z-6P-COM 5-H-PC POP-UP SPRAY . 18 TORO 570Z-6P-COM 8-H-PC POP-UP SPRAY . 44 TORO 570Z-6P-COM 10-H-PC POP-UP SPRAY . 66 TORO 570Z-6P-COM 12-H-PC POP-UP SPRAY . 96 TORO 570Z-6P-COM 15-0,H,F-PC POP-UP SPRAY . 75, I. 5, 3. 0 TORO 570S 10-F-PC SPRAY HEAD ON RISER I. 33 TORO 570S 12-F-PC SPRAY HEAD ON RISER I. 92 TORO 570S 15-H,F-PC SPRAY HEAD ON RISER 1.5,3.0 TORO 570S 35-SSH,SSF-PC STREAM SPRAY ON RISER 1.4,1.8 TORO 570S 10-SSH-PC STREAM SPRAY ON RISER I. 4 TORO 570S FB-50-PC FLOOD BUBBLER ON RISER . 45 TORO S700 HP-PC-3.0-SA 3.0 SA HIGH POP-UP STREAM ROTOR 2.66 TORO S700 S-PC-4.5-LA 4.5 LA SHRUB ROTOR ON RISER 3. I 3 TORO S700 HP-PC-4.5-LA 4.5 LA HIGH POP-UP STREAM ROTOR 3. 13 TORO S700 P-PC-1.5-LA I . 5 LA POP-UP ROTOR I. 23 TORO S700 P-PC-4.5-LA 4. 5 LA POP-UP ROTOR 3. 13 TORO S700 P-PC-9.0-LA 9.0 LA POP-UP ROTOR 6.28 TORO S700 S-PC-3.0-SA 3.0 SA SHRUB ROTOR ON RISER 2.66 Griswold 2000 series remote control valve. Refer to plan for size. Refer to Specifications for reclalmed water requirements. Griswold DW-PRS series pressure reducing remote control valve. Refer to plan for size. Refer to Specifications for reclaimed water requirements. Griswold model 2030 normally open master valve. 1-1/2' size. Nelson 42 quick coupler. WI I kins 500 series pressure reducing valve with standard (25-75 PSI) spring range. 2' s I ze. Mateo 754 series ful I port bal I valve. Line size. WI I kins Pl500 3/4' pressure rel lef valve. Set valve to vent at 150 PSI. Coordinate venting of water from pressure rel lef valve, through schedule 40 1-1/2' PVC Into sub surface drainage system. Refer to Engineer's drainage plan. Refer to specifications for al I requirements regarding reclafmed water. PSI RADIUS DETAIL 30 8' HP-37/G 30 IO' HP-37/G 30 I 2' HP-37/G 30 I 2' HP-37/G 30 15' HP-37/G 30 15' HP-37/G 30 17' HP-37/G 30 I 7' HP-37/G 30 5' HP-37/G 30 8' HP-37/G 30 IO' HP-37/G 30 12' HP-37/G 30 15' HP-37/G 30 I 0' HP-38/B&C 30 12' HP-38/B&C . 30 15' HP-38/B&C 30 17' HP-38/B&C 30 13' HP-37/B&C 30 NA HP-38/D 30 39' HP-38/A 30 36' HP-37/E&F 30 36' HP-38/A 30 31' HP-37/D 30 36' HP-37/D 30 36' HP-37/D 30 39' HP-37/E&F DIST COUNTY ROUTE 12 Ora I, 73 POST Ml LES SHEE TOTAL TOTAL PROJECT NO. SHEETS 16.25/16.40 163 173 () ()/ l n ( ',.>..-1:,1 "'. rtt--_. --~ \,~,\~~'-~ f~:=::: ___ ____:9'.!../..:..1.::.5/~95 \Jl,\DSCAP£ REG I STEREO \,.,l/~DSCAPE ARCHITECT ~ 4-9, STATION CALL-OUT ,/ D. H. %, .._, TATSUM I ~ ~ h --------------1~ 2033 ~ No. ___ _ PLANS APPROVAL DATE ,----Station Number ---Gal Ions Per Minute I / , ,_C_I T_Y_O_F_N_E=W-P~O-R~T-B~E--A_C_H __ ._..,-11 Exp. 813 1 196 *11--1 3300 NEWPORT BOULEVARD ~7. ~~~ NEWPORT BEACH, CA. 92658 ~ OF C~I>~ \ , -7,1-----Valve Size HYDRAULIC CALCULATION Meter number I. At station 198+00. Elevotlon 185' Static pressure at point of connection= 85 PSI. valve number A-18, 27 GPM. Losses• Meter Backflow Master valve TA TSUM I AND PARTNERS, I NC. 20250 ACACIA ST. STE. 230 NEWPORT BEACH, CA 92660 Pressure reducing valve Flow meter Mainl lne 950' of 2' Bal I/gate valve Remote control valve Latera I I I ne . 5 12.0 I . 0 3.0 . 2 6.3 2.5 3.2 2.5 31. 2 3. I 34.3 30.0 5.6 69.9 I 5. I <Set Q approximately 60 psi> Contractor to fine tune adjustment as required for maximum performance Subtotal 10¼ for fittings Subtotal Head Elevation 185 -198 Design pressure Residua! pressure This Irrigation system has been designed for a minimum operating pressure of 70 Psi Q The POC and a maximum demand of 42 GPM. Static pressure obtained from Mike Slnacorl at Newport Beach Utt I !ties Department. Phone number <714) 644-301 I HYDRAULIC CALCULATION Meter number 2. At station 133+50. Elevation 230' Static pressure at point of connection= 97 PSI. valve number C-5, 38 GPM. Losses• Meter Backflow Master valve I. 2 12.0 I. 0 4.0 ¼ Schedule 40 PVC sleeving for piping. Extend sleeving 12' post edge of finish surface. Refer to Irrigation notes. Schedule 40 PVC conduit for controller wiring. Extend pipe 12' past edge of finish surface. Refer to irrigation notes. See plans for sizing. Pressure reducing valve Flow meter Mainline 580' of 2' Ba I I / gate VO I ve Remote control valve Latera I I I ne . 2 7.0 2.5 3.6 2.5 34.0 3.4 37.4 30.0 7.8 75.2 21. 8 ------------- 1-1 UV ~ Purple colored reclalmed water PVC schedule 40 lateral I lne, 'Alert I lne' manufacture or equal. Purple colored reclaimed water PVC malnl lne, 'Alertllne' manufacture or equal. See plans for sizing. 1-1/4' and smaller schedule 40 PVC. 1-1/2' and larger class 315 PVC. 'Brown I lne• or equal UVR PVC on grade marked~ the beglnlng of the system. 'Brown I lne• or equal UVR PVC on grade Controller wiring schedule 40 lateral I lne. Al I UVR piping systems See plans for sizing. schedule 40 malnl lne. See plans for sizing. Al I on grade p!pe shal I be marked <per speclflcatlons) with approved reclaimed water warning labels. All pipe shal I be lnstal led and Inspected per specifications. ore METERS AUTOMATIC CONTROLLER [M] 16 Ralnmaster EVS-PED-SS series controller. Refer to plan for number lnstal I controller and stainless steel pedestal per manufacturer's Flnal location to be approved by the City of Newport Beach. Refer of stat I ans. recommendations. to detal I. [] BACKFLOW PREVENTER ~ Febco 825 Y reduced pressure backflow preventer. Provide 'Strong Box• stainless steel backflow preventer cover and base, model number SBBC-42SS or equal. FOR REDUCED PLANS 0 Subtotal 10¼ for fittings Subtotal Head Elevation 248 -230 Design pressure residua! pressure This Irrigation system has been designed for a minimum operating pressure of 80 Psi and a maximum demand of 38 GPM. Static pressure obtained from Mike Slnacorl at Newport Beach Utl I !ties Department. Phone number (714) 644-301 I Existing 2' water meter as shown on plans. Ralnmaster EVFM-Pl50 flow sensor. lnstal I flow meter and al I hardware per manufacturer's recommendations. Irrigation contractor shal I verify presence of minimum operating pressure at point of connection. If pressure ls not adequate (or as reported on these plans) the IRRIGATION LEGEND contractor shal I notify the City prior to the commencement of any work. Fol lure to do so wl I I result In the contractor being responsible for any changes that may occur as a resu It. FOR IRRIGATION NOTES REFER TO SHEET HP-_3-53~ 2 HP-29 z 0 0 . ,<( I r-- LD s;i- l.() I:' 0) cl I ... L() 0 - 1r I 0) ,o -0 ~ I GjO "' C t-I ~o _, 0 FORM DC-OE-92-PF !REV. 3/88) OR I GI NAL SCALE IS IN INCHES I 1 I I I I I 3 I cu 12208 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S X X X X I X >-al 0 w 1/l > w 0:: Win .... a, <( ' 00> '>-0 a:l w I-0 <tW ....JZ :::, (.!) u-....J 1/) <tW uo 1-:c (!) 1/) a: w > 0 z (!) Vl w 0 :z 0 1-- <C 1-- ~ a.. V') :z <C 0::: 1-- ~ 1--:z: LU ~ 0::: <C a.. LU Q __J ~ LL. 0 LU 1-- <C 1-- V') 0 w 1/1 > w 0:: w .... <( 0 >-al 0 w ~ u w :c u ::c -::c C/) >-~ - --i. ~ . ,,;'' -/ --;-,: ,,>· //\.' , , " / / , , / FORM OC-OE-92-PF <REV. 3/88> <<"•~ .-·--... -: l i \ L I I ,! 'I •' -1 ! FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES DIST COUNTY ROUTE POST MILES TOTAL PROJECT HEET TOTAL NO. SHEETS ; ( \ / j I ( / I i ) AUTOMATIC CONTROLLER Approximate location of Ralnmaster EVS6-PEO 6 station controller. Contractor to verify existing 120 VAC. 60Hz., .15 AMP Input power. Contractor shall provide all hardware necessary to Install controller and pedestal. All equipment shall be Installed per manufacturers specifications. 12 Ora l, 73 16.25/16.40 164 ARCHITECT PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA. 92658 TAT SUM I AND PARTNERS, I NC. 20250 ACACIA ST. STE. 230 NEWPORT BEACH, CA 92660 D. H. TATSUMI 2033 No. ____ _ Exp. 8/31 /96 OF Approximate location of existing Irrigation controller. Existing controller to be removed. Irrigation contractor shall coordinate relocation of existing electrical supply to proposed location of new controller. The Contractor shall verify that service at this location Is In proper working order and Is capable of providing required Input power. . I ... , - A1All./ i,'-l,-'l./..;G ~~II 84Ct: oF WAL.K ·f. /11,41/J ~ /,t/f: 'tf) 11 <c_lJACK. OI= IV'At.:J< ~· t..~ •r~'"' Landscape contractor shall coordinate with General Contractor, chalking l!mlt of disturbance adjacent to proposed construction and or grading. Landscape contractor shall locate and document location of all Irrigation equipment In this area. Refer to Section I0-2.03A Check and Test Existing Irrigation F acllltles within the Specifications. Pr-tor to sidewalk / curb and gutter demolltlon landscape contractor shall coordinate cutting and copping lateral and mainline ( and re-routing molnllne If required to keep overall lrr-lgatlan system In working order) as required to maintain landscape adjacent to area disturbed by proposed construction. Landscape contractor shall meet with maintenance supervisor In each private parcel affected to coordinate Isolation of landscape within construction area and to verify location of lrr-lgatlon heads, valves.etc. Contr-actor-shall design and modify or-replace existing Irrigation system to accommodate proposed turf/shrub landscape. Contractor shall verify that existing Irrigation controller servicing this area wlll accommodate added valves. The Contractor shall be responsible for any upgrades to existing controller If existing controller must be upgraded to accommodate added valves. Subsequent-t-o layou't of proposed lrrlgat-lon heads, Landscape contractor shall review location of existing heads In r-elatlon to location of proposed heads and shall adjust location of either to provide 100% even and pr-oper head t-o head coverage for entire median section/Island and ellmlnatlng overspray to walks and walls. / , . TO 2' CONDUIT FOR -CONTROLLER WIRING LO N . -r:.~ 0~ (l_ <(I t-t- Vl w WW z~ _J w Iw UVl t- <( ~ ~k£CORD th~t:~·iu~;,: S'1 EASED ON CGiH ilhGh,., S i;ii.J-LINEO h.AUS d: ----/-/o/-'Tb IRRIGATION PLAN SCALE1 I' =40' 173 FOR FOR IRRIGATION IRRIGATION LEGEND REFER NOTES REFER TO SHEET SHEET HP-~ c.:3 HP-.}5' ,3tp HP-30 2 3 cu 12208 EA 005331 z 0 Cl • <1 N I t-- 11) "" l() ~ 0) ;g l l() 0 ir I 0) CITY OF NEWPORT BEACH OWG. NO. R-5683-S X X X X .. • • • • • er: ~ • • • • • • • • • • : ~ ... >-"' : • • • • .. .. .. .. .. .. • X .. .. .. u .... a. "' z C> 0 • • • .. .. .. .. .. • • '> LU 0 w (/) > w 0:: W Ill I-°' <( ' Cl 0\ <( z 3:: '->-oco w t-0 <CW _Jz ::::) l'.) u- _J (/) <CW ua I- I (.'.) V) 0:: w > 0 z (.'.) V) w 0 z: C> 1--<C 1--= C> 0.. V, z: <( = 1-- w... C> 1--z: LLI ::;; 1--= <( CL. LLI = lJ... C> LLI 1-- <C t-v, a w \/) > w a: w I- <( a Ill °' ' CJ\ I-:c 0 >-co Cl w ::,.::: u w I u :I: :I: V> >-::E ::E -J FORM DC-OE-92-PF (REV. 3/88> ' /~~•,./.-_ ' ' j .1 -~~ ' ' .,,__, <-,: ·:•-'-, l ' ,. d Landscape contractor shall coordinate with General Contractor, chalklng llmlt of disturbance adjacent to proposed construction and or grading. Landscape contractor shall locate and document location of all Irrigation equipment In this area. Refer to Section I0-2.03A Check and Test Existing Irrigation F acllltles within the Specifications. Prior to sidewalk / curb and gutter demolltlon landscape contractor shall coordinate cutting and capping lateral and malnllne C and re-routing mainline If required to keep overall Irrigation system In working order) as required to maintain landscape adjacent to area disturbed by proposed construction. Landscape contractor shall verify locatlon of existing Irrigation heads, valves. etc. Contractor shall design and modify or replace existing Irrigation system to accommodate proposed turf replacement landscape. Contractor shall verify that existing Irrigation controller servicing this area wlll accommodate added valves, If any. The Contractor shall be responsible for any upgrades to existing controller If existing controller must be upgraded to accommodate added valves. Subsequent to layout of proposed Irrigation heads, Landscape contractor shall review locatfon of existing heads In relation to locatlon of proposed heads and shall adjust location of either to provide 100% even and proper head to head coverage for entire median section/Island and ellmlnatlng overspray to walks and walls. ,, , ,, "!··'_,;. ,, 4 ,., . •_;✓_ '>" 'f--'..s__, " , ,~(> "'/'·. ~;:., r···--... __; ! ;" I,[,, ; ; i _; // (..,,_,_ ·,, '24··· \::~::._,_~-·•--······· L,,,.,•" , ~·;;i "/-·\t~ FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES ~,,.._ ·,.,_-:, /-\·;·'.~ l All Irrigation servicing Newport Beach Central Library landscape damaged due to MacArthur construction shall be replaced and or repaired as required to brlno to !ts orlglnol condition. I ondi;copo contractor nhnll coordinate llmlts of construction damage with General contractor. Landscape contractor shall coordinate with maintenance supervisor cutting and copping ( and re-routing as necessary) existing main line and lateral llne to retain service to landscape not affected by MacArthur construction. Contractor shall be responsible for replacement of all damaged plants. , l ' I ' ' ' 8 i I \.,.,J 9 .. DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora I , 7 3 16.25116.40 165 173 ARCHITEC PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA. 92658 TATSUMI AND PARTNERS, INC. 20250 ACACIA ST. STE. 230 NEWPORT BEACH, CA 92660 D. H. TATSUMI 2033 ·----p.B/3I /9 OF -•-·-] r--l ~--•.-<OJ t tH 2 3 0 0 + ~ l.O -JV) -I (L <( I I- (/) I-w w w z I -(/) _j I w u w I-(/) <( ~ ... , ..... 0 0 , ·.cc,,,,,. ,, ----· ,,,, -29 &\-r~~ !•'.✓:'-:_-~ --... --_.,,..,._......,._ i ·;·. "",'-',._,..,., ... , ..,.,,,,-. i ,,; / -~ --'·--2'9 -1 r ii d ii ;"'! it 27 ,, '""''\ "' )""'·~--i,.,. •••• _,_.:-,---,-.-J {1 .. , , \1 / ii / }----:;• l.-----"==:.-~_I; ·-_',f_,,_: !,! ;_;,'r"<l, .. ~ - I . ,,:, '?' .. J ( .......... ., .... ....__ .... . i • •">-·• •• ~~;~---·~r <; .. ··it;~;;;;;;;:~,,,~,,;;;:,:~,;-.;; '.";.:·~,-~-f~~::..;:::.",~•.-·:;; -;,. ....... / -. . .. ,, . i i i , l, F(OB ti,t:RR.I OAT I O.N FOR ,:rRRl 1GAT ION _, •• -----·~·-.,.. .:, 2' Pressure reducing valve. Set o approximately 45 psi. Contractor shall fine tune adjustment for maximum performance . ., , iH .. l.L hiJ l.i" t,.,J Vi·~ LC.nJL,•.l l J,, __; z t:) a LO IRRIGATION PLAN ~ 0) ~ I I-I[) 0 -i I 0) SCALE: ' , LEGEND REFER TO HP-2-8' Z!::J NOTES' ReFER TO HP-% 3t;:. cu 12208 1 • =40' HP-31 EA 005331 ~o "' 0 -I ~ 0 0: 0 ,-I ~ 0 _, 0 CITY OF NEWPORT BEACH DWG. NO. R-5683-S ·, i3 ,l ' " • ' ~ rn rn " " " • " • S.'. a " ' m ' ·f /j- 1 ' ' 0 ' l I I " m 0 g " m < ~ ~ m ~ 0 ' ~ ~ ~ ~ rn ~ ~ z C ~ ; 0 ~ '" ~ 'O i I 0 5 8 ,l 0 ~ a z • ~ z ;n n I< ~ I 0 .,, --.I \>I " ~ I 0 r Q Cl i g I'; a z • ~ ~ Cl )> ~ i X X x-- X .. .. .. .. .. .. 0: .... "' :::) .. .. .. .. .. .. .. .. .. .. .. .. ~. ..... >-"' .. .. .. .. .. .. .. .. .. .. .. .. .. X .. .. .. <.> .... a. "' z C) 0 .. .. .. .. .. .. .. .. .. .. • lk ~ >-co 0 w Vl > w a:: w I{) I-a, <t ' 00> < z 3: '->-0(0 w 1-0 <tW ..JZ :::) (..'.) u- ..J Vl <I: w uo f-::r: c., VJ a:: w > 0 z c., VJ w 0 :z: 0 >-< I-= 0 a.. V> :z 4: 0:: 1-- w.... 0 1--:z ~ I-= < a.. LU c::, < :z: = 0 w.... ...J ~ ~ ~ 0 w Vl > w a:: w I- <t 0 It> a, ' a, I- :i: 0 >-co 0 w :.::: u w I u :c :c V) >-~ ~ J • 0 0 + tO ~ --t0 I <( CL I-:c V> I-ww ww V> :c V> w ,z w -w _J V> :c u I- <( ~ FORM OC·OE-92-PF <REV. 3/88) \ \ -~-0:::, r-~ ·,;\ 29 40 35 38 23 .. 0 .. -t:" • .., -I, r.· 0 ll lei¥ 0 I' ·,~,,.~ ..... ~ .... .,.,., ..... ,......... . ,-••·••-·rn•..,···-=--=c ... •-•· ---\ ··:;\. •.,,• . ,.,•- -'·'. I 1. cl: l 25 I , ; I i l 'i 32 24 , 6 ·f- ./;} ;;,:rt" .:t..o' 2.0' ·-·-- . ,. ---(;,--:-· PO I NT OF CONNECT I ON (POC) (Meter No. I ) Approximate location of 2•. Irrigation water meter. Contractor ·shal I run service I lne from meter to 11/2 ' 1 reduced pressure backf low elev Ice, master vo Ive, . •.•.. ,_. pressure reducing valve and I½' .flow meter as shown. Refer to detal Is. .-,.,_;...•_·.,.. . · /'-". ,,,, __ Ac. .• , .l'fv~_. • ·£-00 YL ,r/;1/-c ... ,-,,,:.:'rH(.IA!, FOR FOR FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES I 2 i 3 I •. •'." >""~· ,>:C· ,·',_-_. ' : . •• _ .. ' ~-,•, -•.--"',,.Jo_,.~·•••,=••"'~'~"""· 15 7i'.. Iv\ 1-\t N L NE • f;Atl<.. oJ=' IN/-J.J<: 16 '16'' . 0 0 + l{) N _J :c u I- <( ~ IRRIGATION LEGEND REFER TO IRRIGATION NOTES REFER TO DIST COUNTY ROUTE POST MILES TOTAL PROJECT 12 Oro I, 73 16.25/16.40 166 I T3 ARCHITECT ;: . O. H. TATSUMI' PLANS APPROVAL DATE · 2033 No. ____ _ CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA. 92658 TATSUMI AND PARTNERS, INC. 20250 ACACIA ST. STE. 230 NEWPORT BEACH, CA 92660 p.8/31 /9 OF c~\\~. "RECORD DRAWINGS" BASEO ON CONTRACTOR'S RED-l!NED PlANS • , DATE ______ L ~lit=~-----· IRRIGATION PLAN SCALE• I' =40' SHEET HP-21:s z-, SHEET HP-~ 3~ cu 12208 EA 005331 HP-l2 ,_ I ~o _, 0 CI TY OF NEWPORT BEACH DWG. NO .• R-5683-S. • ~ \\: • ~ ffi ~ D if! 0 ' ~ ~ " ·c ~ "~ I l I I I l I I I I D ~ 1 ~ -i • m ' < z i ~ .; m -~ ~ ' 0 :; i j I I ~ z C i 0 ' rn • " 2 ~ 2 !" IS C 1l I " ,; z :t 0 5 ~ .,, lil g 0 " I !" ~ ~ " ,! ► ~ 2 ~ p 0 " 0 "' c'l ~ 5 " • :1J " z ·"' I; C cl I Ill 3: -~ \l' -J v,I X X X- X X ~ ~ ~ ~ 0 w >-\/) CD 12 > 0 w w 0:: \/) w > I-9 w <t 0:: 0 w U) U) I-()'\ ()'\ <( '-'-0 ()'\ ()'\ 0 I- :.:'. I -:, Cl '->-OCD >- w CD ~-0 <(W 0 _JZ w ::) CJ y:_ u-u _ _J (.fl w <tW I uo u I- I I C) l/l I 0:: V) Li.J > 0 >- z 2 C) 2 l/l J w 0 ::z: 0 1-- <t I-= 0 o_ v, ::z: <t = I- LI-0 I-::z: LLJ ::a: I-= -<t CL LJ_J CJ -<t ::z: = 0 LL __J <( u LI- 0 Lw 1-- <( I- V) I t Landscape contractor shal I tie into existing PVC main I ine (serviced existing water meter and backflow located at south east corner of San Miguel Drive and Avocado Avenue) at approxlmately this point. Exact location of tie In shal I be documented on as-bui It plans. by Approximate location of existing irrigation controller. Existing controller to be removed. Landscape contractor shal I coordinate relocation of existing electrlcal supply to proposed locatfon of new controller. The Contractor shal I verify that service at this locatlon Is In proper working order and Is capable of providing required input power. 0 0 + L() N <( I- V) w z ....J ::c u I- <( ~ ~ ~ fV) I 0.... ::c I-w w ::c V> w w V> 3/,. .5 5 AUTOMATIC CONTROLLER Approximate location of Rainmaster EVS6-PED 6 station controller. Contractor to verify existing 120 VAC, 60 Hz., . 15 AMP input power. Contractor shal I provide al I hardware necessary to i nsta I I contra I I er and pedesta I. A I I equipment shal I be installed per manufacturers specifications. 12 6 ~\i ~-=(t4,·· ~-· ;,,,_ "-··-----~--- _ --_________ Jj C: i' / / ,/ i • l ' ,'/ ,I' " ., ii § --,_, __ f;t,U>,,lfl $1. 1,1<41/-( $/q Sl),-1 i,'11 t,Uel., 3 127 20 !28 ---------<,-=----, _-,_-__________ ---~--~-=-~-~-~~~-=~--=~•~=~=• --,---•----•--· :;<5-,_-,_-, __ "_",. •-•••-.---as••••• .. ····-·"'"'''' . ----··-,,_,. ( ' / I 129 Landscape contractor shal I coordinate with Generol Contractor, chalking I lmit of disturbance adjacent to proposed construction and or grading. Landscape contractor shal I locate and document location of al I irrigation equipment In thls area. Refer to Section I0-2.03A 'Check and Test Existing Irrigation Foci I ities' within the Specifications. Prior to sldewalk / curb and gutter demo! it ion landscape contractor shal I coordinate cutting and capping lateral and main I ine (and re-routing malnl lne If required to keep overal I Irrigation system in working order> as required to maintain landscape adjacent to area disturbed by proposed construction. Landscape contractor shal I meet with maintenance supervisor in each private parcel affected to coordinate Isolation of landscape within construction area and to verify location of irrigation heads, valves, etc. Contractor shal I design and modify or replace existing Irrigation system to accommodate proposed turf/ shrub landscape. Contractor shal I verify that existing irrigation controller servicing this area wi I I accorrrnodate added valves, If any. The Contractor shal I be responsible for any upgrades to existing controller if existing controller must be upgraded to accommodate added valves. Subsequent to layout of proposed irrigation heads. Landscape contractor shal I review location of existing heads in relation to location of proposed heads and shal I adjust location of either to provide 100% even and proper head to head coverage for entire median section/island and el imlnating overspray to walks and wal Is. 130 '• \ ' FOR REDUCED PLANS 0 FORM DC-OE-92-PF <REV. 3/88) ORIGINAL SCALE IS IN INCHES Landscape contractor shal I tie into existing PVC main I ine (serviced by existing water meter and bockflow located at north east corner of Son Mlguel Drive and Avocado Avenue) at approximately this point. Exact location of tie in shal I be documented on as bul It plans. AUTOMATIC CONTROLLER Approximate locatlon of Rolnmaster EVS6-PED 6 station control !er. -cnntroctor to verify existing 120 VAC, . 60 nc-,__._ • I 5 AMP l nput power. Contractor,.>.- sha I I pr de al I hardware necessary to • instal I cont v--ts-J/yr and pedestal. Al I equipment shal l4&o~~stal led per manufacturers specific ·ons. DI ST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS 12 Ora I, 73 16.25116.40 0. 0/ I. 0 167 173 REGISTERED DSC ~l'\OSCA D. H. TATSUMI r<' 2033 ::?i No. ____ _ PLANS APPROVAL DATE 1-----------------1.\{< Exp.8/31 /98 ,;,,--~ CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA. 92658 TATSUM I AND PARTNERS, I NC. 20250 ACACIA ST. STE. 230 NEWPORT BEACH, CA 92660 12 Approximate location of existing irrigation controller. Existing controller to be removed. Landscape contractor shal I coordinate relocation of existing electrical supply to proposed location of controller. The Contractor shal I verify that service at this location is in proper working order and is capable of providing reauired input power. \,. ··:;.~, ) \ l~')1i:t,; •. ~ ·. ,, .)le!!,'· i ' i y, \:<'_-~_:::::·-_-._~_..__ ___ \__ ,···-\ ... -_ / ''it· ~; /_ !:iiifl!i %-<_i:;)', -;--:,~~;;r~==1~~-,jL-~~ __ J L-·-. '•, ',_,, ,----') !/ {' ', '-';' -r-~ "•; , ,,.fii,:' ~-•::."-A.) " ' ' " ' . ' ' ' ' ' 2 3 ' AUTOMATIC CONTROLLER 'C" Approximate location of Rainmaster EVSl2-PED-SS 12 station controller. Contractor to verify existing 120 VAC, 60 Hz., . 15 AMP input power. Contractor shal I provide al I hardware necessary to lnstal I contro I I er and pedesta I. A I I equipment sha I I be lnstal led per manufacturers specifications. POINT OF CONNECTION CPOC) WATER METER #2 Approximate location of 2" irrigation water meter. Contractor shal I run service I ine from meter to I½' reduced pressure bockf I ow dev i c\', master valve, pressure reducing valve and 11/2' flow meter as shown. Refer to detal Is. Landscape contractor shal I adjust location of existing heads adjacent to proposed construction to provide 100% even and proper head to head coverage for entire median section/Island and el iminoting overspray to walks and wal Is. IRRIGATION PLAN SCALE: I' =40' HP-33 cu 12208 EA 005331 C o> D . 0 U') I ,-.. U') "' / o> <I) (/) / C Cl> D / '° (X) (X) 0) N / 0 +-0 D Q. / t0 Q L o> / -Cl> (X) 0 -"' t0 -"' (X) 0) z <( -, CITY OF NEWPORT BEACH DWG. NO. 12-5683-S j I I X x- X .. "' "' .. "' "' a: Lo.I V, ::, .. .. "' .. "' .. .. .. "' .. .. .. .., ::Iii ... >-V, .. .. .. "' .. .. .. .. .. .. .. .. .,. X .. .. .. u ..... D.. V, z .., 0 .,. ... .,. ... ... .. .. .. ... .. >-CD 0 w V) > w 0:: Wio I-Ol <( ' 0 Ol <( z 3: '->-0 a'.l w I-a <W JZ :::> <.:> u- _JV) <(W uo ·I- I <.:> V) a: w > 0 z <.:> V) w Cl :z: 0 I-< I-= 0 a.. V, :z < = I- ~ :z LLl ::::E I-= < 0.. LLl = < :z = 0 u.. _J < <-> u.. 0 LLl I-< I-v, 0 w VI > w 0:: w ..... < 0 I() a, ' a, I-:c 0 >-ID a w ::<'. u w ::r: u ::c :c V) >-:Ji ::!! J t • ; • Set pressure regulator Q 65 psi. Contractor shol I for maximum performance. FORM OC-OE-92-PF (REV. 3/88l ! C-2 approxlmately fine tune setting FOR REDUCED PLANS 0 . ORIGINAL SCALE IS IN INCHES I FOR FOR I RR 1 ·GA TI ON IRRIGATION 2 I 3 I . . -1 :z:w uw ,_ (/) -<{ ~ LEGEND REFER --1:6 .SHEET HP-U Z.9 NOTES REFER 1TO~SHEET · HP-J-5" ,3(,:, DIST COUNTY ROUTE 12 Oro I, 73 16.25116.40 168 173. ARCHITECT • • . !t:? TATSUMI s -------= -----------------·II ·2033 No. ____ _ PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA. 92658 p. 8/31 /9 • *·,r--i TATSUMI AND PARTNERS, INC. 20250 ACACIA ST. STE. 230 NEWPORT BEACH, CA 92660 "RECORD DRAWINGS" • BASED ON CONTR/\tTOH'S RED-UNED Pli\NS OF C~ DATE -•'"--~e, -------- IRRIGATION PLAN SCALE: 1'=40' HP-34 cu 12208 EA 005331 ... < 0 ... 0 ~ "' -> .. "' ◄ CITY OF NEWPORT BEACH DWG. NO; R~5683-S : a 5 a 0 m 0 0 i " " C D "' !l ~ < z ~ • 0 ' I ~ "' ~ ~ • " ;: ,. ~ z I 0 5 ~ § 0 ll ,, ~ 0 "' ! 2 B C z < § • 0 ' ~ g D z "' ~ ., 0 ~ j, ~ I 0 -0 ~ n I i " ~ ~ .2 B X X x- X ... ... "' "' "' ... a:: w ti) ::, "' "' "' "' "' "' ... "' "' ... "' "' w ::;; I->-ti) "' "' "' "' "' "' ... ... ... ... "' "' "' X ... "' .. u w a.. ti) :z t..:, Cl "' "' "' ,,. "' "' "' "' .. ... >-OJ 0 w V) > w 0::: W LO I-m <( ' 0 O') <( z 3:: '-. >-om w 1-0 <(W _JZ ::) l'.) u- _j Vl <(W uo I-:r: 0 V) Ct: w > 0 z 0 V) w 0 = 0 1-- <C 1--= C) CL V, = <l'. = 1-- '-'-0 f-= L.w :::z: 1--= <C CL L.w = <C = = C) '-'- __J <l'. '--> '-'-0 L.w f- <C I-v, 0 w V) > w 0::: w I- <( 0 LO O') ' O') I- ::i: Cl >-OJ 0 w :,,:_ u w ::r: u :r: :r: V) >-~ ~ J Landscape contractor shal I coordinate with General Contractor, chalk Ing llmlt of disturbance onto OCTA property adjacent to proposed construction and or grading. Landscape contractor shal I locate and document location of al I Irrigation equipment in this area. Refer to Section I0-2.03A Check and Test Existing Irrigation Fae! titles within the Specifications. Prior to sidewalk/ curb and gutter demol lt!on landscape contractor shal I coordinate cutting and capping lateral and main I ine ( and re-routing malnl tne If required to keep overal I OCTA maintained Irrigation system in working order) as required to maintain landscape adjacent to area disturbed by proposed construction. Landscape contractor shal I verify location of existing Irrigation heads, valves, etc. Contractor shal I design and modify or replace existing Irrigation system as shown to accorrmodate proposed shrub/ground cover and tree landscape. Contractor shal I verify that existing Irrigation control fer and main I ine servicing this area wl I I accorrmodate added valves. The Contractor shal I be responsible for any upgrades to existing control fer If existing controller must be upgraded to accorrmodate added valves. Subsequent to layout of proposed Irrigation heads, Landscape contractor shal I review location of exlstlng heads In relation to location of proposed heads and shal I adjust locatlon of elirier to provide 100¼ even and proper head to head coverage for entire median section/island and el lmlnatlng overspray to walks and wal Is. ( ·_fJ:;:, :>,\ ,----,,...,;;,4-4,+f--+-•,P,~:4}.: z:·::;, / .. \ / ' \!,,<" .,,,,- 0 tf) '; ,,,,,, 'l-t. ..,rn: ,, ... _., .. , om 'f ... ) -=::s-' _o... :t: 4\- \-uJ if) uJ u.1:t: -z_if) -_.11..1.l ,_,.,.,. -, ... I :t: uJ )o/1 .... <..)if) \-4 ~ / / f / _,(. '-··'j \ (:) '\ ', FORM DC-OE-92-PF (REV. 3/88) ! ii ' Ji ' _!-<,,-,! 21: -.;;.. jp q ~ CD ;j Q <i:( <D 0:: {f) J.J _'._J -r I! j :tr: i ] ; 1,-£0 I; ! I ! /8~-/'._v i : J FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES ' ,_ ... ,., , ("~) . .f.: .. J \ r~·· . '' 2 3 DIST COUNTY 12 Oro ROUTE I, 73 POST MI LES SHEET TOTAL TOTAL PROJECT NO. SHEETS 16.25/16.40 169 173 REGISTERED DSC ARCHITEC D. H. TATSUMI {B _ _:..:.;_.:_:_::.:;_:_.:__ --------------11 o:: No. _2=.0::.:3::.:3:___ PLANS APPROVAL DATE CI TY OF NEWPORT BEACH P·813119 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA. 92658 c~ <:;7 -<..'"' ., .' TATSUMI AND PARTNERS, INC. 20250 ACACIA ST. STE. 230 NEWPORT BEACH, CA 92660 , . .>-·: !(.) Landscape contractor shal I coordinate with General Contractor, chalklng I lmlt of disturbance adjacent to proposed construction and or grading. Landscape contractor shat I locate and document location of al I Irrigation equipment in this area. Refer to Section I0-2.03A Check and Test Existing Irrigation Foci I !ties within the Specifications. Prior to sldewalk / curb and gutter demo! ltlon landscape contractor shal I coordinate cutting and capping lateral and malnl lne < and re-routing main I lne If required to keep overal I Irrigation system In working order) as required to maintain landscape adjacent to area disturbed by proposed construction. Landscape contractor shal I verify location of existing Irrigation heads, valves, etc. Contractor shal I design and modify or replace existing Irrigation system to accorrmodate proposed turf replacement landscape. Contractor shal I verify that existing Irrigation controller servicing this area wl I I accommodate added valves, If any. The Contractor shal I be responslble for any upgrades to existing controller If existing controller must be upgraded to accomnodate added valves. Subsequent to layout of proposed Irrigation heads, Landscape contractor shal I review location of existing heads in relatlon to location of heads and shal I adjust location of either to provide 100¼ even and proper head to head coverage for entire median section/Island and el lminatlng to walks and wal Is. ..._, __ .. , Landscape contractor shal I coordinate with General Contractor, chalk Ing I lmlt of disturbance adjacent to proposed construction and or grading. Landscape contractor shal I locate and document location of al I irrigation equipment in this area. Refer to Section I0-2.03A Check and Test Existing Irrigation Foci I !ties within the Specifications. HED•Ll!\IED PLANS z <.'.) 0 • <{ r-- 1 r-- L() "" Prior to sidewalk/ curb and gutter demo! ltion landscape contractor shal I coordinate cutting and capping lateral and main I ine < and re-routing mainline If required to keep overal I Irrigation system ln working order) as required to maintain landscape adjacent to area disturbed by proposed construction. Landscape contractor shal I meet with maintenance supervisor In each private parcel affected to coordinate Isolation of landscape within construction area and to verify location of Irrigation heads, valves.etc. Contractor shal I design and modify or replace existing Irrigation system to accorrmodate proposed turf/shrub landscape. Contractor shal I verify that Existing Irrigation controller servicing this area wl I I accorrmodate added valves. The Contractor shal I be responslble for any upgrades to existing controller lf existing controller must be upgraded to accommodate added valve. Subsequent to layout of proposed Irrigation heads, Landscape contractor shal I review location of existing heads in relatlon to location of proposed heads and shal I adjust location of either to provide 100% even and proper head to head coverage for entire median section/Island and :iATE'. .. ,~-· l=L'!i::1i!z_ .. _,,,,, 1---1 el imlnating overspray to walks and wal ts . LO ~ (J) ~ I o LO l-IRRIGATION PLAN o - ,r_ I (J) LEGEND REFER NOTES REFER TO SHEET HP-n 2-9 TO SHEET HP-J-5 3~ cu 12208 SCALE: I' =40' EA 005331 HP-35 zo '.:? 0 ~ I ~o "' 0 ,-I ~o -' 0 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -..., .. X X x- X .. .. .. .. .. ,,. a: w V> ::::, .. .. .. .. .. .. .. .. ,,. "' "' ,,. w :::e f->-v> "' "' "' ,,. "' "' .. "' "' .. ,.. ,.. <& X .. "' .. u w CL v> z '-' c:, "' .. .. .. "' "' .. <It .. "' >-ro 0 w (/) > w a:: WLO t-m <( ' om <( z 3C "->-oco w t-0 <CW _JZ :::l (.'.) u- _J (/) <CW uo I- I 0 1/) er: w > 0 z 0 1/) w 0 z 0 1--<r: I--= 0 a_ V) z <r: = I-- LI-. 0 1--z w..J :::;;; I--= <r: a_ Lu = <r: z = 0 LI-. _J <r: C) LI-. 0 LU f-- <I'. I--V) 0 w (/) > w a:: w I- <( 0 !O m ' m I- :i:: 0 >-co 0 w ~ u w I u I I (/) >-~ ~ J 0 0 + <( I- 1-W V>W ::c WV> z -W _lW ::c V) u I- <( ~ FORM DC-OE-92-PF (REV .. 3/88> 16 6 ;,''.;:;••< ········"..... .• ' --r· ":) ., POINT OF CONNECTION CPOC) ······-' .. <"-"., v'., ,;-,, ., '. ;:;.,,, ,,, • ,·-'0 <_,:~ Location of two <2l -temporary 2' .. water meter, provided by and lnsfal led by the City per Engineer's plans. Contractor shal I run PVC main I lne meter to 2' backflow preventers as rnot.t cot1rnoL1::-EA • c· ·-. .)- BLVD. '---~"" ,, '_,. ____ --·-•,,. __ ' , j' / ··· • .:??t•·•· : .... , ... ~ .• ;fr;::c,·,,,~ ::i'.} ··•.:...... ,_.L,_.a-n""'d_s_c_a_~-:-c-o-n""t_r_a_c'""'t,...o-r-s""'h_a_,...I ... I _c_o_o_r_d_l n_a_t_e_w_i -t""h_G_e_n_e_r_a_l_C_o_n_t_r_a_c_t_o_r_,_c_h_a_l_,; ... ~-1-n_g __ _, .. ./7 .. /~.·.·./.· .. ·.···:·.·· .. ,~·.i.:.;. /.. . //. ')'.;,./):< .. > '\, I Im It of d l sturbance ad J acent to proposed construction and or grad Ing. <:: , .. · • > . • .. -.. , .. '.r/,./ ••.• ... : .. :·;·c,·.·, .. ',?f::;:, .. ··.·.,.:.: .. / 1;t.~; Landscape contractor sha I I I ocate and document I ocat I on of a I I i rr I got I on X, ,•/,· , . / :,. " ,.1 ., equipment in this area. Refer to Section I0-2.03A Check and Test Existing ,: 1 , 1,,// •• .. t 1/ //.: , 11 Irrigation Foci I !ties within the Specifications. / .• • {/t : ./. , 1 /il. /"..·o... ' ''<:· Pr I or to s i dewa I k / curb and gutter demo I It I on I and scape contractor sha I I /; ·t .. :lk • f:1;~;.:/2~{} 'f <,,,;,.)~/:· ~~!~: J~~t!~ c~~;~J~r~nr~~~~~~:~vi~f !~:~~~Ji0!!i~ 1 iri+~~:!~ ~~~~r~i~~~~er) as /' / ; /j// \., // construct I on. Landscape contractor sha I I meet w I th ma I ntenance superv I sor / f//:f;/ ( / 1/ In each pr I vote parce I affected to coord I note I so I at I on of I andscape w I th In ,JA"t ,~r ✓) Jl Z1 ~~~~i~~i~~g;~~~!~~~~~;§g :!~~~;~~~~~~~~~~~l~, :~~!i~.~l~~~;gE~ to •,..:,·•,,: / : /. \ / ·.1' va Ives. The Contractor sha I I be respons I b I e for any upgrades to ex r st l ng ·,;>;t.' /; // contra I I er r f ex I st r ng contra I I er must be upgraded to accommodate added < .. : <..\ // valves. Subsequent to layout of proposed Irrigation heads, Landscape '">·, / / contractor sha I I rev I ew I ocat I on of ex I st Ing heads l n re I at I on to I ocat I on 'Z,\ ," of proposed heads and sha I I adjust I ocat I on of either to provide I OOY. even ·>J"/ and proper head to head coverage for ent I re med I an sect! on/ Is I and and eliminating overspray to walks and wal Is. ........ ,,./ .... :•: ............... ":' ...... ";·· =:------,'-----,--':"""7"-:::-:::"""7"---:--::::----"T-----,:----,:-----t--;;--------' ..• ~ •"""• <:;_ •/c f / ,,••" : ' ····;\.:.,/ ,, .. ; FOR FOR FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES .\ / IRRIGATION IRRIGATION .,~•• _,,'"•~•"•vv•' ~,•'>.._ __ \ ~--._, ,.,✓'"\ .. ' . ) ---·· _./,. , .. -::;.:.. _/ ,-'q"'• / < DIST COUNTY ROUTE POST MI LES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora I, 73 16.25/16.40 170 173 I 0 ARCHITEC 0. H. TATSUMI PLANS APPROVAL DATE 2033 --~~- CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA. 92658 TATSUMI AND PARTNERS, INC. 20250 ACACIA ST. STE. 230 NEWPORT BEACH, CA 92660 Irrigation Notes p.8/31 /9 I. This design ls diagrammatic. All piping, valves, etc. shown within paved area Is for design clarlflcatlon only and shall be Installed In planting areas wherever possible. The contractor shall locate all valves In shrub areas . 2. All main llne piping and control wires under paving shall be Installed In sleeves. Main line sleeve size shall be a minimum of twice (2Xl the diameter of the pipe to be sleeved. Control wire sleeves shall be of sufficient size for the required number of wires under paving. 3. All lateral line piping under paving shall be sleeved and PVC schedule 40 pipe and shall be installed prior to paving. 4. Pipe sizes shall conform to those shown on the drawings. No substitutions of smaller pipe sizes shall be permitted, but substitutions of larger sizes may be approved. All damaged and rejected pipe shall be removed from the site at the time of said rejection. 5. Final location of the automatic controller shall be approved by The City of Newport Beach. 6. 120 VAC electrical power source at controller location shall be provided by others. The landscape contractor shall make the final connection from the electrical source to the controller. 7. All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified. 8. The landscape contractor shall flush and adjust all sprinkler heads and valves for optimum coverage with minimal overspray onto walks, streets, walls, etc. 9. It Is the responslblllty of the landscape contractor to familiarize himself with all grade differences, location of walls, retaining walls, structures and utllltles. The irrigation contractor shall repair or replace all items damaged by his work. He shall coordinate his work with other contractors for the location and Installation of pipe sleeves and laterals through walls, under roadways and paving, etc. 10. Contractor shall not wlllfully Install the sprinkler system as shown on the drawings when It ls obvious In the field that unknown obstructions, grade differences or differences in the area dimensions exist that might not have been considered In the engineering. Such obstructions or differences should be brought to the attention of the owner's authorized representative. In the event this notification ls not performed, the landscape contractor shall assume full responslblllty for any revisions necessary. II. All sprinkler equipment not otherwise detailed or specified shall be installed as per manufacturer's recommendations and specifications. 12. ADV <anti-drain valves> units as shown In the details are for typical installatlon only, and may not be required on all heads. Prior to lnstallat1on, the contractor shall verify with the on-site grades. If there is an elevation difference of 24' or more between the highest head and lowest head on a system, the AOV's shall be installed per the detall. 13. All valves in median shall be located 12' from the edge of paving on south side of median . 14. Refer to specifications for standards of materials and workmanship. "RECORD DRAWl~GS" BASED ON CONTRAC,'TIJR'S REO•LINED PLANS DME_ 1-L~~.~-LP~&--- IRRIGATION PLAN SCALE: I' =40' z C) 0 • <( co I r-- LO Sil' LO ~ 0) c3 I ,-LO 0 -i[ I 0) ~g LEGEND REFER TO SHEET NOTES SEE THIS SHEET HP-36 ,:? I G'.;O "' 0 ,-I ::1 0 cu 12208 -' 0 EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S -..., 0 X X x- X .,. .,. .,. .,. .,. .,. er w (/) ::, .,. .,. .,. .,. ... .,. .,. .,. .,. .,. .,. .,. w ::E -.... >-v> ,,. .. .,. ... .,. .,. .,. .,. ... fl> fl> .,. fl> X fl> fl> .,. u UJ Q.. (/) z C!) 0 .,. .. .,. .,. .,. ... ... .,. .,. .,. >-co 0 w (/) > w 0::: W LO I-CT> <( ' 0 CT> <( z ;;:: '->-oco w t--0 <(W ..JZ ::J(.'.) u- _) (/) <(W uo I-:r: ('.) - (/) 0:: w > 0 z ('.) (/) w 0 :z: 0 1-- <C I--a:: 0 0... V, :z: <C a:: 1-- w... 0 1--:z: LL.l ::::;;; I--a:: <C 0... LL.l = <C = er:: = w... _J <C <...> w... 0 LL.l I--< 1--v, 0 w (/) > w 0::: w I- <( 0 LO CT> ' "' I-:I: 0 >-co 0 w :,,:'. u w I (j :::r:: :::r:: (/) >-:::E :::E .., NOTES• I. ALL NIPPLES, FITTINGS, ETC. TO BE BRASS ANO INSTALLED BELOW GRADE SHALL BE PAINTED WITH TWO COATS OF 'KOPPERS' •50 BITUMASTIC. 2. INSTALL PER LOCAL CODE. EXACT LOCATION TO BE APPROVED BY CITY OF NEWPORT BEACH, 3. CONCRETE STABILIZERS TO BE INSTALLED ONLY IF 3' OR LARGER BACKFLOW IS USED. REFER TO IRRIGATION LEGEND. 4. BACKFLOW ENCLOSURE TO BE INSTALLED PER MANF. RECOMMENDATIONS. 5. REFER TO SPECIFICATIONS FOR REQUIREMENTS ON RECLAIMED WATER USE, BAILEY LINE SIZE 'Y' STRAINER -- WITH 100 MESHr--------MIN. MONEL SCREEN. BRASS 90 ELL: W I TH N I PPLE .....--,,,. -~-:....i..,. ;::t---l1>--n--o-f-'Juf,., <TYP. l • STAINLESS STEEL ENCLOSURE REFER TO LEGEND e-1-~-BRASS NIPPLE BRASS UNION-__.--~ij CONCRETE BASE A .---PER ENCLOSURE MAN. REC. ' SCH. 40 ELL'S BRASS RISERS 1 SIZE AS REQUIRED CONCRETE STABILIZER SCH. 40 PVC MAIN TO SYSTEM BACKFLOW PREVENTER NOTE• REFER TO SPECIFICATIONS FOR REQUIREMENTS ON RECLAIMED WATER VALVES. D ---FINISH GRADE --PVC MAIN LINE COMMON WIRE I CU. FT.¾' CRUSHED GRAVEL PLASTIC VALVE BOX WITH LOCKING COVER, MARK 'RCV' AND STATION NO. ON COVER -SEE SPECS. APPROVED WIRE CONNECTORS MASTER CONTROL VALVE ll..ll,--PVC MALE ADAPTOR {2 REQUIRED> ~;::....a-~ COMMON & CONTROL WIRES MASTER VALVE FORM DC-OE-92-PF <REV, 3/88> NOTES• -INSTALL VALVE BOX SO THAT TOP OF COVER IS 2' ABOVE FINISH GRADE IN GROUNDCOVER AREAS AND ½' IN TURF AREAS. -REFER TO SPECIFICATIONS FOR REQUIREMENTS ON RECLAIMED WATER VALVES. B ,----FINISH GRADE UNION • 0:: • <( z LI.I -• ...I ::. <Pu --PLASTIC VALVE BOX WITH LOCKING COVER MARKED 'BV' ,--,~--ONE CUBIC FOOT ¾ • CRUSHED ROCK BALL VALVE, 3" and smaller NOTE• REFER TO SPECIFICATIONS FOR REQUIREMENTS ON RECLAIMED WATER VALVES. ,-----FINISH GRADE ,---PVC LATERAL LINE COMMON WIRE I CU. FT,¾" CRUSHED GRAVEL PLASTIC VALVE BOX WITH LOCKING COVER, MARK 'RCV' AND STATION NO. ON COVER-SEE SPECS. APPROVED WIRE CONNECTORS CONTROL VALVE --PVC MALE ADAPTOR (2 REQUIRED> ~-PVC SCH. 40 rte!-\--~c.._-r1-.:..:N I PPL E ~-PVC ELL LlJ----i=...--r-----lh.· e+--PVC NIPPLE PVC TEE '---COMMON & CONTROL WIRES '---PVC MAIN LINE E REMOTE CONTROL VALVE FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES VALVE, FITTING, METER OR REDUCING COUPLER NEAREST TO FLOW SENSOR FLOW SENSOR FS APPROVED VALVE BOX WIRE CONNECTORS =•--FINISH GRADE ',---EXTENSION AS REQUIRED DIST COUNTY ROUTE POST MI LES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora I, 73 I 6. 25/ I 6. 40 I 71 I 73 -~~~~~~:__ __ _:~::!.!_:'~ \.i..~0SCAP£ SCAPE ARCHITEC PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA. 92658 TAT SUM I AND PARTNERS, I NC. 20250 ACACIA ST. STE. 230 NEWPORT BEACH, CA 92660 D. H. TATSUMI 2033 No. __:::..=..=_::___ p.8/31 /96 OF .------FINISH GRADE, 2' BELOW TOP OF BOX o GROUNDCOVER AREAS AND I½' o TURF AREAS • 0:: • ...I ZU --::. s:r ---SCH. 40 PVC ELL ~-SCH. 40 PVC NIPPLE MALE ADAPTER BOX• PLASTIC LOCKING BOX CARSON OR APPROVED EQUAL, COVER TO BE MARKED 'PR' /;:::_fl~~;1..U~~ .,._4=-_ SCH. 40 PVC ELL ~;;[._:.:__MALE ADAPTOR l-1--BRASS UNION filJ.!nl'.~~iiro-!i"'@~t=.,'""~-~-~-scH. 40 RISERS 3' MIN. OF •2 GRAVEL ~COMMUNICATIONS CABLE G PRESSURE REDUCING VAL VE ii'ct=3f~§::_ STRIP SH I ELD BRAID BACK 1==----...i...-----------------------=1 F 2 ~_,l_L__,.,rR-.J, .... 2' FROM END OF CABLE ~-MAIN LINE '---ALLOW MIN. OF 10 PIPE DIA. FROM NEAREST UPSTREAM VALVE, FITTING, METER, OR REDUCING COUPLER COMMON BRICK <4> CU. FT.¾" CRUSHED ROCK ALLOW MIN. OF 5 PIPE DIA. FROM NEAREST UPSTREAM VALVE, FITTING, METER, OR REDUCING COUPLER FLOW METER 3 "RECORD lHl'!\fJl!'lGS" BASED Ofsl CONTRAClOR:S RED-LINED f'l..Al'IS D/iJE ____ L:=-lf£~---- w ,-. <( 0 ... IRRIGATION DETAILS 0 --' ll. cu 12208 5 V, > HP-37 "' 0: ... V) <( --' EA 005331 CITY OF NEWPORT BEACH DWG. NO. R-5683-S z C) 0 • <( (J) I r-- LD 'Sf" LD (J) I LD - I (J) 0 0 I 0 0 I 0 0 : I . • 0 ; l i ;• . l I.__ I I I I I ~ ~ I i ~ j~ .~ _, ...., i - X X x- X ,,, * ,,, * ,,, ,,, a: w V, ::::, ,,, ,,, * "' "' "' ... "' "' "' ... "' w :::i; -,-.. >-V, * ,,, ,,, "' "' ... "' ... ... ... "' "' ,,, X ... ... ... u w 0... <ll z c.:, Cl "' ,,, "' ... ,,, "' "' ... "' ,,, >-en 0 w V) > w 0:: w l() I-O'> <{ z ,;:: "->-ocn w 1-0 <{ w _J z :::) Cl u- _J (fl <i:W uo I- I ('.) - Vl a:: w > 0 z ('.) Vl w 0 = C) f- <C f-= C) CL V) = <C = f- LL C) f-:z lJ_J ::;; f-= <C CL LLl 0 <C = = C) LL. ......J <C <:._;) LL. C) Lw f- <£ f- V) 0 w V) > w 0:: w I- " er, I-:c 0 >- OJ 0 w :><'. u w I (_) I I (/) >-~ ~ -, NOTE, -REFER TO PLAN FOR METHOD OF WATER DISCHARGE REMOVAL. -USE TEFLON TAPE ON ALL THREADED FITTINGS. PRESSURE RELIEF VALVE---. 12'xl8" PLASTIC BOX AND LOCKING COVER FINISH GRADE MARKED 'PRV" A NOTE• 'ti I • PVC ELL SCHEDULE 80 PVC NIPPLE, I • PVC COUPLING SCHEDULE 80 PVC NIPPLE, I • GATE VALVE, I • .---SCHEDULE &0 PVC NIPPLE, I' 1~½9,);r" PEA GRAVEL. MINIMUM 2 CUBIC FEET TEE ~-PVC ELL ---MA I NL I NE PRESSURE RELIEF VALVE USE TEFLON TAPE ON ALL MALE PIPE THREADS. TILT ROTOR HEADS TO BEST SUIT SITE CONDITIONS AND PROVIDE PROPER COVERAGE. ADJUST ARC TO ELIMINATE OVERSPRAY. INSTALL ANTI-DRAIN DEVICES AS NECESSARY. INSTALL TRIPLE SWING JOINTS. D INSTALL SPRINKLER HEADS FLUSH WITH FINISH GRADE MANUFACTURED TRIPLE SWING JOINT W/ PVC SCH. 80 NIPPLES PVC SCH. 40 LATERAL TEE PVC SCH. 40 LATERAL LINE HIGH POP-UP ROTOR FORM DC-OE-92-PF <REV. 3/88) NOTE• -ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES. BUNDLE & TAPE WIRING© 10' INTERVALS. TAPE TO BOTTOM OF PIPE. TIE A LOOSE 20' LOOP IN WIRING AT CHANGE OF DIRECTION GREATER THAN 30 DEGREES. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE. -SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS OF PIPE WHERE PIPE RUNS UNDER PAVEMENT OR ROADWAYS, DEPTH DIMENSION SHALL BE TAKEN FROM BOTTOM OF SUB-BASE -REFER TO SPECIFICATIONS FOR REQUIREMENTS ON RECLAIMED WATER ~--FINISH GRADE 6' CLEAN BACKFILL B TRENCHING NOTE• TILT ROTOR HEAD TO BEST SUIT SITE CONDITIONS AND PROVIDE PROPER COVERAGE. -USE TEFLON TAPE ON ALL MALE PIPE THREADS. -REFER TO SPECIFICATIONS FOR RECLAIMED WATER REQUIREMENTS. -INSTALL ANTI-THEFT COUPLINGS. -INSTALL TRIPLE SWING JOINTS. E • X <{ ::!: • N • z -::!: • ..,. N ,,------ROTOR HEAD ,---ANTI-DRAIN DEVICE AS REQUIRED _,,,--•4 REBAR -ANCHOR INTO GROUND 24' DEEP, ATTACH TO RISERS (2) 'FAST LOCK' GALV. BANDS ,--FINISH GRADE -------PVC SCH. 40 ELL 121 ~-----PVC LATERAL LINE '-------PVC SCH. 40 TEE OR ELL SHRUB ROTOR FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES NOTE• -REFER TO SPECIFICATIONS FOR REQUIREMENTS ON RECLAIMED WATER VALVES. -LOCATE QUICK COUPLER VALVES NO FURTHER THAN 12' FROM ALL FINISHED SURFACE EDGES. .---FINISH GRADE QUICK COUPLER VALVE - INSTALL 2' ABOVE GRADE DIST COUNTY ROUTE POST MI LES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora I, 73 ARCHITEC PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA. 92658 TATSUMI AND PARTNERS, I NC. 20250 ACACIA ST. STE. 230 NEWPORT BEACH, CA 92660 D. H. TATSUMI 2033 ·---- p.813119 OF IN SHRUB AREAS AND FLUSH 1-------------------------------1 TO GRADE IN TURF AREAS PVC N I PPLE ---H---~ I APPROVED ----tt---.lljilili~ ,----APPROVED PLASTIC BOX, W/LOCKING COVER MARKED 'QC' ON STRAPS (2l PVC ELL-------Htt-COVER • ..,. N PVC TEE ~-PVC ELL STABLIZING STA'ltt~ • a:, C ~---PVC NIPPLE ~----pvc MAIN LINE QUICK COUPLER VALVE NOTE• TILT ROTOR HEAD TO BEST SUIT SITE CONDITIONS AND PROVIDE PROPER COVERAGE. -USE TEFLON TAPE ON ALL MALE PIPE THREADS. -REFER TO SPECIFICATIONS FOR RECLAIMED WATER REQUIREMENTS. -INSTALL TRIPLE SWING JOINTS. -INSTALL ANTI-THEFT COUPLINGS. F 2 ~-ROTOR HEAD 3 •4 REBAR ANCHOR 24' INTO SLOPE, ATTACH TO RISER WITH 2 -'FAST LOCK' GALV. BANDS SCHEDULE 80 UVR/PVC RISER INSTALL TRIPLE SWING JOINT: <2> SCH. 80 PVC, UVR SHORT NIPPLES AND <2> SCH. 40 PVC, UVR, 90 DEG. ELLS ADV AS REQUIRED •4 REBAR WITH 'J' HOOKED RADIUS © I END TO HOLD LATERAL PIPE IN PLACE, 10' O.C. 'J' HOOKED BAR SHALL BE PLACED ON BOTH SIDES OF RISER NO FURTHER THAN 12' FROM CENTER LINE OF RISER. LONGER LEG OF'J' HOOK SHALL BE LOCATED ON THE DOWN SIDE OF LATERAL PIPE WHEN INSTALLED ON SLOPE SUPPLY LINE OFF UVR/PVC TEE OR ELL SHRUB ROTOR ON GRADE NOTE• G DO NOT USE SIDE INLET. REFER TO SPECIFICATIONS FOR RECLAIMED WATER REQUIREMENTS. REFER TO PLANS FOR HEAD CLEARANCE FROM CURB© MEDIANS. INSTALL TRIPLE SWING JOINTS. .------------SPRAY NOZZLE, SEE IRRIGATION LEGEND ~--INSTALL FLUSH TO FINISHED GRADE ---1---------HIGH POP-UP SPRAY ~-SCH. 80 PVC NIPPLE WI MANUFACTURED TRIPLE SWING JOINT ,---SCH. 40 LATERAL LINE SCH. 40 TEE HIGH POP-UP SPRAY "R~CORD DRA\'l!!IIIGS" BASED ON COffffil\CTOR'S RED-!JNED PIJINS DATE--L-:-/.'i.-9,£. ____ . __ IRRIGATION DETAILS HP-38 cu 12208 EA 005331 z (.;) 0 • <! 0 I r--- lD sq- lD ~ 0) cl I ,-lD 0 -a:' I 0) zo 2o ~ I i:;o er: 0 ,-I ~o --' 0 CITY OF NEWPORT BEACH DWG. NO. R-5€h3-S --- -.., ,. ... : ... ... ... 0:: ~ : ... ... ... ... : ... ... ... ... !sj I->-VI ... ... ... ... ... ... ... : ... ... : ... ... ... ---------------------------,----------------"····~-------- X X 0 w >-(/) ill > 0 W w a: (/) w > 1--w 4 OC 0 W LO tl'l 1--en cn 4' ' 0 Cf> Cf> -=: 1-z :I: ;.,; Cl ,>- 0 ill >- W ill 1--0 4W 0 ._lZ W ::) C) ~ u-u ..J (/) w 4W I uo u I- I :::c: (.'.) -x-1/) :::c: X X 0: w > 0 z () 1/) w 0 z 0 f- <C f-= 0 CL. V) z <C = f- L,_ 0 f-z Lu ::!: t-= <C CL. Lu c::, • <C z = 0 L,_ _J <C L> L,_ 0 w..J f- <C f- V> (/) >-:i! :i! -, NOTE• -REFER TO LEGEND FOR BUBBLER SPECIFICATIONS. -REFER TO SPECIFICATIONS FOR RECLAIMED WATER REQUIREMENTS. -COORDINATE EXACT LOCATION OF BUBBLER$ WITH PLANTING PLANS. ~-FLOOD BUBBLER SCH. 80 PVC NIPPLE W/ MANUFACTURED TRIPLE SW I NG JO I NT _______ ___::,~ --PVC SCH. 40 LATERAL LINE FINISH GRADE PVC. SCH. 80 RISER "'--ANTI-DRAIN DEVICE AS NEEDED '---PVC, SCH. 40 ELL OR TEE NOTE: -REFER TO SPECIF,f.ATIONS FOR RECLAIMED WATER REQUIREMENTS. B NOTE• NOZZLE, SEE IRRIGATION LEGEND SHRUB ADAPTOR PVC SCH. 40 LATERAL LINE FINISH GRADE '----PVC, SCH. 80 RISER ANTI-DRAIN DEVICE AS NEEDED SCH. 80 PVC NIPPLE W/ MANUFACTURED DOUBLE SWING JOINT --PVC, SCH. 40 ELL OR TEE SPRAY HEAD ON RISER ALL ELECTRICAL WIRING AND CONNECTIONS SHALL BE INSTALLED PER LOCAL CODES. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE BLACK CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL VALVES. CONTRACTOR TO PROVIDE CONTROLLER AND ENCLOSURE (INCLUDING ANY PERIPHERAL EQUIPMENT SPECIFIED> REFER TO LEGEND PER MANUFACTURER'S REOMMENDATIONS. FINISH GRADE POURED CONCRETE BASE 6' MIN. THICKNESS AS REQUIRED BY MANUFACTURERS INSTALLATION GUIDE ,--- 1 I I I .---AUTOMATIC CONTROLLER 120 VOLT. POWER WIRES IN CONDUIT PVC LONG SWEEP ELL SIZE AS REQUIRED SLOPE TO DRAIN DIRECT BURIAL ...-J'-CONTROL WIRE TO CONTROL VALVES FINISH GRADE C • N .,,---SHRUB SPRAY HEAD ,,,--PVC SCH. 80 RISER .,,,---•4 REBAR ANCHOR 18' INTO SLOPE. ATTACH TO RISER WITH 2 -'FAST LOCK' GALV. BANDS --ADV. I I RISER IAS REQUIRED) OR COUPLING .,,,---POLYETHYLENE FLEX RISER ...---PVC SCH. 40 TEE OR ELL x---APPROVED PVC/UVR LATERAL LINE -,--ll,_,_ •4 REBAR WITH 'J' HOOKED RADIUS O 2 ENDS TO HOLD LATERAL PIPE IN PLACE. IO' 0. C. 'J' HOOKED BAR SHALL BE PLACED IN BOTH SIDES OF RISER NO FURTHER THAN 12' FROM CENTER LINE OF RISER. SPRAY HEAD ON GRADE ·---------------·7 DIST COUNTY ROUTE POS_T_M_I ·L-E-,-S--,-S-H_l::_E_...,T __ iOfAL T0TAL PROJECT NO. SHEETS 12 Ora I, 73 16.25/16.40 , 173 173 .:._J~::..._ ___ 9~/~15/95~ ARCHITECT %'.<,~ , -1,9, fl'/ D. H. S:, ,::, T ti TSUM I -:::,. ta • • ~ ------------,~ 2033 ~ PLANS APPROVAL DATE . No • ........c~~- P·8131 /9 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA. 92658 TATSUMI AND PARTNERS, INC. 20250 ACACIA ST. STE. 230 NEWPORT BEACH, CA 92660 "RECORD DRAWi NGS" BASED ON CONTRACTOR'S RED--UNHJ PLANS c~ [ ._./-/¥'-'/'cf . ... ·-- IRRIGATION DETAILS z C) 0 • <l'. I ~ 50 ~ ;~? ,. ~ l~o I D BUBBLER ON RI SER E CONTROLLER HP-39 _J~l~! = '----'------'----------'------------------,------•--'------'------------------------'------_.__-------,-----------------'---------,-----------•-,-----------I i FOR REDUCED PLANS O 2 3 * FORM DC-OE-92-PF <REV. 3/88) ORIGINAL SCALE IS IN INCHES I CU 12208 EA 005331 .I L__~~:::'.::.::.:..:.::.'.:~.::'..:._..::.:.:::..::::..._ __________ __L ____________ .::..:.:..:..:::..:..:.:::_::___:_::.:..:.::__:._::_...:..:.:_.:.:.:.::::.::.::__=::::::'.::=:::::'.:=::::::::=:==:'.:===:'::::::=-. __ _L_ ____ ,--____________ L..::..:__:_:.::..::..:_ ___ -+.=..:_.::..:.:_.=..:...:_ ________ J • •• ,_\g~i: ~~-N~~~~~~. ~EACF I --·· I ) -~, • >• __J • I . I l £ ., Ji .... -- n ;: I 21· I I ' I I I i