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HomeMy WebLinkAboutR_5689_SX '.~ - X x------1 X X INDEX OF SHEETS SHEET NO DESCRIPTION 1 TITLE SHEET 2 KEY MAP 3-4 CONSTRUCTION NOTES 5-1 TYPICAL SECTIONS 8-9 STANDARD PLANS LIST 10-16 GRADING AND REMOVAL PLANS 11-23 EROSION CONTROL PLANS 24-30 LAYOUTS 31-31 PROFILES 38-39 CONSTRUCTION DETAILS 40-45 DRAINAGE PLANS 46-51 DRAINAGE PROFILES 58 DRAINAGE DETAILS 59 1/ATERLINE PLAN 60-61 SANITARY SEI/ER PLANS 62 INDUSTRIAL I/ASTER LINE 63-69 UTILITY LOCATION PLANS SHEET IDENTIFICATION X K-1 CN-1 TO CN-Z X-1 TO X-3 X G-1 TO G-1 EC-1 TO EC-1 L-1 TO L-1 P-1 TO P-1 C-1 TO C-2 0-1 TO D-6 □-1 TO 0-18 D-19 11-1 SS-1 TO 55-2 111-1 U-1 TO U-1 10-86 STAGE CONSTRUCTION/TRAFFIC HANDLING PLANS SC-1 TO SC-11 81-90 CONSTRUCTION AREA SIGNS 91-96 PAVEMENT DELINEATION ANO SIGNING PLANS 91-98 SIGNAL AND LIGHTING PLANS 99-103 STREET LIGHTING PLANS 104-101 RETAINING I/ALL ANO BOX CULVERT PLANS 108-116 MEDIAN HARDSCAPE PLANS 111-123 HIGHI/AY PLANTING PLANS 124-133 IRRIGATION PLANS CS-1 TO CS-4 PD-1 TD P0-6 TS-1 TO TS-2 SL-1 TO SL-5 S-1 TD S-4 HP-1 TO HP-9 HP-10 TO HP-16 HP-11 TO HP-26 '-> ,._ g. (0 0 a fjl © © <" ca 110 HARBOR VIE\J DRIVE EMERGENCY TELEPHONE NUMBERS UNDERGROUND SERVICE ALERT CUSAl (800) SOUTHERN CALIFORNIA EDISON COMPANY CTRANSMISSIONl (114) SOUTHERN CALIFORNIA EDISON COMPANY <DISTRIBUTION> (114) SOUTHERN CALIFORNIA GAS COMPANY (114) PACIFIC BELL TELEPHONE COMPANY (114) CITY OF NEWPORT BEACH CUTILITIESl (114) COUNTY SANITATION DISTRICTS (114) COMCAST CABLEVISION (114) DIMENSION CABLE SERVICES (114) The Contractor shall possess the Class <or Classes> of license as specified in the "Notice to Con-troct'ors•. I I CONSTRUCTION PLANS FOR THE L LI FROM .4 MILES NORTH OF SAN JOAQUIN HILLS ROAD TO FORD ROAD APRIL, 1197 120 DIST COUNTY ROUTE OST MILE TOTAL PROJECT Ora I .0/2.0 133 END CONSTRUCTION STA 204+25.29 PM 2.0 MACARTHUR BEGIN CONSTRUCTION 422-4133 939-4136 895-0246 634-3049 259-4416 644-3011 962-2411 285-2055 121-6230 NE\JPORT BEACH 0 FOR REDUCED PLANS SCALE 400 ORIGINAL SCALE IS IN INCHES IN FEET 800 0 I I I 1200 2 I STA 150+82.26 PM 1.0 3 I 160 110 BOULEVARD BASIS OF BEARINGS/COORDINATES THE BEARINGS ANO COORDINATES SHDVN HEREON ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 11991.35),BASED LOCALLY UPON THE ORANGE COUNTY SURVEYOR'S 1992 ADJUSTMENT FOR GPS CONTROL STATIONS 4225 AND 5126. BENCHMARK ORANGE COUNTY SURVEYOR BENCHMARK 35 20 10 ELEV=181.St5 YEAR AOJ=1916 0.5 MILE NORTHERLY ALONG MACARTHUR BOULEVARD, FROM THE INTERSECTION OF SAN JOAQUIN HILLS ROAD ANO MACARTHUR BOULEVARD, 10 FEEl EAST OF THE CENTER LINE OF THE BOULEVARD, ABOUT MIDPOINT BETVEEN AN END OF CURVE AND BEGINNING OF A CURVE FROM THE SOUTH, 12 FEET LOVER THAN THE BOULEVARD, IN A CONCRETE HEADVALL FOR A 6 FOOT DIAMETER CONCRETE CULVERT, SET IN THE TOP OF THE EAST HEADVALL, 1 FOOT SOUTH OF THE NORTH ENO. {JaJ C. UifJ? 18 Director of Publtc Works Dote City of Newport Beach ReQTstered CTvn Enolneer APRIL 14, I 997 Plans Approval Dote Contract No. J. BRUZ ~ No. 36198 ••• " xp~/30/0 CITY OF NEWPORTBEACH DWG. NO. R-5689~S Cl.. w ...J I- w ...J 1--1- (0 co co CT) N LL [Il C>:: N C!) w ~) C!) LL -· . :,, Cl.. • C) C) ::, .. cl l! g ~ " I I I I < -m " . 0 ~ ~ ~ • " z !" I; ~ l1 i; - X >-a:i Cl w V> > w a:: X wr-I-O'> <( ' "'" Vl ~ '-Cl>-wa:i I-Cl <tw ....l :z: ::::it:) u_ ...JV> <(W (..)CJ X X Cl w V> > w a:: w I- <( Cl r-O'> ' "'" m J ~ >-a:i Cl w :,,:: (..J w :c (..J MACARTHUR L-2 HO L-3 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I 3 I DIST COUNTY ROUTE Ora I .0/2.0 2 11-ofESSro ICHA APRIL 14, 1997 J. BRUZ "' "' 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 RECORD D~AW~NG ~. 86· C'/"7 KEY MAP SCALE 1"= 300' K-· 1 DWG. NO. R-5689-S --0 :,:: --0 :,:: w co co (1) N z :::i ~ N (!) w (/) (!) ,.,_ . ::, [L . 0 0 :::i .. -.f 0 I I ' I i ' I I i ~ z ! !! • , 0 : ~ ~ : :ii z l" I.___ N -tl ~ ::, ~ iR 0 0 0 ~ 'll 0 rn 0 ~ ~ ~ ~ 0 X □ llJ >-(/) (D -> □ llJ w a:: (/) w -> I- w < a:: 0 X Wr,. tt-I-(l') (l') <'-' 0 ~ ~ (/) co ::;: ""') ::;: ::;: ' □>->-wm (D I-□ < llJ 0 ....lz w ::) (!) ::z: U-u ...J (/) w <w I u □ u x- X X GRADING AND REMOVAL 0-PROTECT IN PLACE @-REMOVE @-SALVAGE 0-REMOVE EXISTING CURB AND GUTTER @-REMOVE EXISTING CURB @-REMOVE EXISTING SIDE\.IALK ©--REMOVE EXISTING PAVEMENT STRUCTURAL SECTION @-REMOVE EXISTING AC DIKE @-REMOVE EX I ST I NG AC SI DE\.IALK @-c □LD PLANE EXISTING AC PAVEMENT CO)-ADJUST TO GRADE @-ABANDON IN PLACE @-RELOCATE/REMOVE BY OTHERS LAYOUT @-CONSTRUCT GRATED INLET PER DETAIL ON SHT C-1 @-c □NST CURB AND GUTTER PER CALTRANS STD PLAN A81, TYPE A2-6 @---c □NST PCC CURB AND GUTTER PER CALTRANS STD PLAN A87, TYPE A2-8 @-CONST PCC MED I AN CURB PER CALTRANS STD PLAN A87, TYPE Al-8 @-CONST PCC SI DEW Alt< PER CI TY OF NEWPORT BEACH STD-180-L @-CONST VAR I ABLE AC □VERLA Y (3" MINIMUM THICKNESS) @-CONST. 0. 55 ' AC OVER 1 . 85' CL 2 AB @-CONSTRUCT PARK\.IAY CULVERT PER DETAIL ON SHT C-1 @--CONST ROLLED CURB AND TH I CKENED SIDE\.IALK PER DETAIL ON SHT C-1 @-CONST 30 MIL PVC MOISTURE BARR I ER @-CONST COMMERCIAL 0\./Y APPROACH TYPE III PER CITY OF NEWPORT BEACH STD-166-L \./HERE \./=14', Y=10' @----CONST FULL DEPTH AC (12" MINIMUM THICKNESS> @-NOT USED DRAINAGE @-CONSTRUCT 18" RCP (□-LOAD PER • PROFILE> @-CONSTRUCT 24" RCP (□-LOAD PER PROFILE> @-CONSTRUCT 30" RCP (□-LOAD PER PROFILE> @-CONSTRUCT 36" RCP (□-LOAD PER PROFILE> @--CONSTRUCT 42" RCP (□-LOAD PER PROFILE> @-CONSTRUCT 48" RCP <□-LOAD PER PROFILE> @--CONSTRUCT 60" RCP <□-LOAD PER PROFILE> @--CONSTRUCT 12" RCP (□-LOAD PER PROFILE> @-CONSTRUCT G3 INLET PER CALTRANS STD PLAN 013 <H PER PROFILE> @-CONSTRUCT CONCRETE COLLAR PER CITY OF NE\.IPORT BEACH STD-313-L @--CONSTRUCT CONCRETE PIPE SLOPE ANCHORS ~ PER CITY OF NEWPORT BEACH STD-314-L ~CONSTRUCT OL DRAINAGE INLET PER CALTRANS STD PLAN 012 <LAND H PER PLAN> @---CONSTRUCT OS DRAINAGE INLET PER CALTRANS STD PLAN 012 (LAND H PER PLAN> @-CONSTRUCT ROCK SLOPE PROTECT I ON 3.0' THICK, 20'X20' AREA @--coNSTRUCT CONNECTION TO CURB INLET PER CITY OF NEWPORT BEACH STD-303-L @-CONSTRUCT GUTTER DEPRESSION PER CALTRANS STD PLAN D78(W=2';0=2"l @-coNSTRUCT MANHOLE NO 2 PER CITY OF NE\.IPORT BEACH STD-307-L @-CONSTRUCT MANHOLE NO 4 PER CI TY OF NEWPORT BEACH STD-308-L @-CONSTRUCT JUNCTION STRUCTURE NO 1 PER CITY OF NE\.IPORT BEACH STD-310-L @-coNSTRUCT BOX CULVERT \.IING\.IALLS PER DETAILS ON SHT S-4 @--CONSTRUCT MODIFIED CAL TRANS STD PLAN 075 PIPE INLET GCP \./ITH 24-1/8" DIAMETER CONCRETE RISER, H PER PROFILE, AND NEENAH FOUNDRY GRATE \./ITH FRAME #R-4353 @-c □NSTRUCT ENERGY DISSIPATOR PER AP\.IA @-coNSTRUCT 00\.INDRAIN AND SPLASH\.IALLS STD PLAN 384-1 AND PER DETAIL ON IN ACCORDANCE \./ITH OCEMA STD PLN 1321 SHEET D-19 @-CONSTRUCT CURB TRANSIT I ON PER @-CONSTRUCT 8" PVC PI PE DETAIL ON SHT C-1 @-CONSTRUCT CRUSHED MISCELLANEOUS BASE @-CONSTRUCT PL Y\./000 BULKHEAD ALONG 15' \./IDE PATH 1.0' THICK @-coNSTRUCT ROCK SLOPE PROTECTION PER DETAIL ON SHEET 0-19 @-c □NSTRUCT BRICK AND MORTAR PLUG @---CONSTRUCT MOD IF I ED JS NO 1 PER DETAIL ON SHEET 0-19 @-CONSTRUCT CONNECTION ASSEMBLY PER CITY OF NE\.IPORT BEACH STD-312-L @---coNSTRUCT 72" CONCRETE COLLAR PER DETAIL ON SHEET 0-19 @-CONSTRUCT HEADWALLS PER CALTRANS STD PLAN 090 AND PER PROFILE @-CONSTRUCT 8'X10' RCB PER CALTRANS STD PLAN 080 SEE SHEET S-4 FOR DETAILS @---CONSTRUCT G1 INLET PER CALTRANS STD PLAN 013 (H PER PROFILE> WITH 1' \./IDE, 6" THICK PCC PERIMETER APRON @----CONSTRUCT 6" PCC ENCASEMENT. SEE PROFILE FOR LIMITS @-JOIN EXISTING RCB PER CALTRANS STD 082 SEE STRUCTURAL SHEETS FOR DETAILS STAGE CONSTRUCTION @---NOT USED 0-FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, \./ITH SCUPPER @--FURNISH AND INSTALL TEMPORARY CRASH CUSHION, ARRAY PER PLAN @--FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, w_ SPACING PER PLAN ~ NOT USED @--FURNISH AND INSTALL CONSTRUCTION SIGN, ON ONE POST OR TWO POSTS PER PLAN @-NOT USED 0--NOT USED @-coNSTRUCT TEMPORARY 4" AC OVER 6" CAB @-RELOCATE EXISTING SIGN AND POST @-N□T USED @-TEMPORARY 12" YELLO\.I FLASHING BEACON ON 10' TYPE 1A SIGNAL POLE PER CALTRANS STD ES-SA, \./ITH SIGNS AS NOTED ON PLAN @--c □NSTRUCTION OF CURB MEDIAN SHALL BE BY CLOSURE OF ADJACENT TRAVEL LANE IN ACCORDANCE \./ITH STD T-11 @-REMOVAL OF TEMPORARY PAVEMENT ANO CONSTRUCTION OF PARK\.IAY AND CURB AND GUTTER SHALL BE BY CLOSURE OF ADJACENT TRAVEL LANE IN ACCORDANCE \./ITH STD T-11 @--cONSTRUCTION OF ULTIMATE PAVEMENT STRUCTURAL SECTION SHALL BE BY TOTAL CLOSURE OF MACARTHUR BOULEVARD FOR ONE EVENING BET\.IEEN THE HOURS OF 9:00 PM AN 4:30 AM. SEE SHEETS CS-1 THRU CS-3 FOR DETOUR PLAN @--FURNISH AND INSTALL CONSTRUCTION SIGN C30, CHANNELZIER AND BARRICADE AS NOTED ON PLAN FOR REDUCED PLANS o 1 2 3 ORIGINAL SCALE IS IN INCHES I I I I I I I POST MILES SHEET TOTAL DIST COUNTY ROUTE TOT AL PROJECT NO. SHEETS STREET LIGHTING Ora 1.012.0 3 133 @-NOT USED '?'<-\\fESSIOtv,1l ~ MICHAEL ~ @--coNSTRUCT LIGHTING STANDARD (TYPE Ill PER CITY OF NEWPORT BEACH STD PLAN 201-L, \./ITH GALVANIZED ANCHOR BOLTS. MOUNTING HEIGHT 34'-9" ~ J. BRUZ %, _A_P_R_I_L_14_, _1_9_9_1 ____ ~ 36198 ;;g PLANS APPRDV AL DA TE No.___;;...;;...;..;;~ 1-C-I-TY_O_F_N_E_',/_PO_R_T-BE_A_C_H ___ .,_\,ic Exp, 6130/00 >1-,1--1 3300 NE',/PORT BOULEVARD ~;; CIVIL ~"<-@-INSTALL 2" SCHEDULE 40 PVC CONDUIT. NE',/PORT BEACH, CA 92658 c OF C~\.~~ CONDUCTOR SIZE PER PLAN @-PROTECT EXISTING CONDUIT \./ITH 1#8 BARE AND 2#8 CONDUCTORS. INSTALL NE\./ 1#8 BARE AND 2#8 CONDUCTORS FOR EACH NE\./ CIRCUIT <SEE SL-5l ROBERT BEIN, 1,/ILLIAM FROST AND ASSOCIATES 14125 ALTON PARK',/AY IRVINE, CA. 92118 @-INSTALL NE\./ SERVICE CABINET PER CITY OF NEWPORT BEACH STD PLAN 206-L @-INSTALL 2 1/2" SCHEDULE 40 PVC CONDUIT, CONDUCTORS BY SOUTHERN CALIFORNIA EDISON COMPANY @--REMOVE EXISTING CONDUIT AND CONDUCTORS. INSTALL NE\./ 2-#8 STANDARD CONDUCTORS THWN. SEE SHEET SL-5 FOR CIRCUIT WIRING SIGNAL AND LIGHTING ®-EXISTING MODEL 110 CONTROLLER ASSEMBLY IN TYPE 332 CABINET WITH EMERGENCY PRE-EMPTION SYSTEM. MODIFY FOR NE\./ 02, 05 AND 06 LOOP DETECTORS. @EXISTING 120/240V TYPE III SERVICE ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: ONE 100 AMP <MAINl ONE 50 AMP (METERED SIGNALS> ONE 30 AMP CUNMETERED LTGl ONE 15 AMP (METERED IISNSl @--EXISTING COUNT STATION IN TYPE M-1 CABINET UITH MODIFIED TYPE II SERVICE. · @-RELOCATE COMPLETE, INCLUDING ROADSIDE SIGNS, TO NE\./ LOCATION SHOWN. EXCEPT RELOCATE 02 & 05 EVP TO POLE (D . REMOVE FOUNDATION @-REMOVE AND RELOCATE VEHICLE INDICATION AS SHO\.IN. REMOVE AND SALVAGE 1A POLE AND PPB. REMOVE FOUNDATION. @-REMOVE AND RELOCATE VEHICLE AND PEDESTRIAN INDICATIONS, EVP DETECTOR, LUMINAIRE AND SIGNS TO NE\./ POLE F. REMOVE ANO SALVAGE POLE ANO PPB. ABANDON FOUNDATION. SIGNING AND STRIPING W-FURNISH ANO INSTALL SIGN AND ~ POST AS SHOUN HEREON 0-FURNISH AND INSTALL SIGN ON TRAFFIC SIGNAL POLE @-FURNISH ANO INSTALL SIGN ON ELECTROLIER 0-RELOCATE SIGN ELECTROLIER @--RELOCATE SIGN TO NE\./ SIGNAL POLE LOCATION. SEE TRAFFIC SIGNAL PLAN SHT TS-1 @-REMOVE AND SALVAGE SIGN @-REMOVE PAVEMENT DELINEATION IFUEC01X1D D~A~J~~~G ~-3o-'7~ CONSTRUCTION NOTES CN-1 CITY OF NEWPORT BEACH 0\./G. NO. R-5689-S --0 z u --0 z u co 00 00 (1) N z => ::,:; N (!) w (/) -(!) u. . =-a. . 0 0 => -.. '-t 0 I I ! ! l . ! ' 1 ' ' . ' I' I I I. ' i . ' l ll 0 ~ 0 !ll ~ z C ~ Ill " 0 ~ ~ ~ ~ '!I ~ ~ ~ z :,: 0 ~ 0 n 0 'li 0 I z • i .m II C: ~ 0 j! ;;; t/1 ~ \13 ' ' 'I:) "t\ -t: ~ J: 0 6 " a 'li a I z X ~ (;£} ·~ >-((l Cl w (/) > w Ct'. X w t- t-C1> <' r, """ Ul ~ ' Cl>-wca t-Cl <w ...lz ::)Cl u_ ..JV) <l:W UCl x- X X i ---':l Cl w (/) > w Ct'. w t-< Cl t-C1> ' """ ID J ::!: >-cc Cl w :.:::: u w :r: u LANDSCAPE PLANTING AND IRRIGATION @-CONSTRUCT 4" TH I CK ST AMPED COLORED CONCRETE MEDIAN PAVING PER DETAIL ON SHEETS HP-8 AND HP-9 TYPICAL @--CONSTRUCT 4" THICK X 24" \./IDE STAMPED COLORED CONCRETE MAINTENANCE \./ALK PER DETAIL ON SHEETS HP-8 AND HP-9 TYPICAL @--CONSTRUCT 4" THICK X 30" \./IDE COLORED CONCRETE MAINTENANCE \./ALK PER DETAIL ON SHEETS HP-8 AND HP-9 TYPICAL @-CONSTRUCT 8" TH I CK COLORED CONCRETE MA I NTENANCE VEHICLE PARKING PER DETAIL ON SHEETS HP-8 AND HP-9 TYPICAL @-coNSTRUCT 6" ATRIUM DRAIN PER MEDIAN DRAINAGE DETAIL ON SHEETS HP-8 AND HP-9 TYPICAL @--coNSTRUCT 6" ABS RIGID DRAIN PIPE PER MEDIAN DRAINAGE DETAIL ON SHEETS 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 @--coNNECT ABS DRAIN PER COUNTY OF ORANGE STANDARD PLAN 1315 JUNCTION STRUCTURE ~ TYPE VI CASE 1 ~ NOT USED @-NOT USED &-MYERS MEUG-M100C PO\./ER PEDESTAL AND METER FOR IRRIGATION PER CITY OF NE\./PORT BEACH STD PLAN 206-L. 120/240 V 10, 3\./, \.//(8) 20A 1P, CIRCUITS (1) 60A 2P MAIN BREAKER &IRRIGATION CONTROLLER PEDESTAL PER DETAIL EON IRRIGATION PLAN SHEET HP-28 \./ATER LINE @--FURN I SH AND INST ALL 8" PVC, CLASS 200, SDR-14, \./ATER MAIN. PIPE BEDDING PER CITY OF NE\./PORT BEACH STD-106-L @-TAP EXISTING 12" AC PIPE PER Q__ CITY OF NE\./PORT BEACH STD-501-L e;;r-NOT USED @-FURNISH AND INST ALL 8" CLASS 150 BUTTERFLY VALVE, FLG. X M.J. \./ITH RETAINER GLANDS PER CITY OF NE\./PORT BEACH STD-508-L @--FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY, 6" X 4" X 2-1/2", SE\.IER LINE §--coNSTRUCT 8" YELOMINE CERTA-LOK PIPE CLASS 125 OR EQUAL. PIPE BEDDING PER CITY OF NE\./PORT BEACH STD-106-L @--coNSTRUCT 48" DIAMETER SMH PER CITY OF NE\./PORT BEACH STD-401-L @-coNSTRUCT SHALLO\./ SMH PER DETAIL SHO\./N @--coNSTRUCT STOPPER AT END FOR FUTURE CONNECTION OF SE\./ER PIPE INCLUDING LATERAL CONNECTING TO VALVE b,. PER CITY OF NE\./PORT BEACH STD-500-L f.3 @-FURNISH AND INSTALL~" C_LASS ~150 -R/ZSIL,IE/'JT~ED~l:: GATE VALVE, FLG. X M.J. \./ITH RETAINER GLAND PER CITY OF NE\./PORT BEACH ST0-508-L 0--FURNISH AND INSTALL 8" FLG. TO M. J. ADAPTOR @-FURNISH AND INSTALL CONCRETE THRUST BLOCK PER CITY OF NE\./PORT BEACH STD-510-L-A @-FURNISH AND INSTALL 2" TEMPORARY BLO\./ OFF PER DETAIL 231 ON THIS SHEET @--FURN I SH AND PLACE TRENCH RESUR- FACING PER CITY OF NE\./PORT BEACH STD-105-L @--FURN I SH AND INST ALL 8" RESILIENT \./EDGE Q_ TAPPING VALVE, FLG.XM.J. PER CNB STD-501-L ~FURNISH ANO INSTALL 2" \./ATER SERVICE PER CITY OF NE\./PORT BEACH ST0-503-L FOR REDUCED PLANS o I 2 3 ORIGINAL SCALE IS IN INCHES I I I I I I I DIST COUNTY ROUTE P_OST lv11LE~ TOTAL PROJECT !SHEET T~_!:.AL NO. Ir, ~ TS -Ora I .0/2.0 4 133 \'lloFESSION4( ~47. MICHAEL '1;;. i3 J. BRUZ %, ...,A.,...P,.,.R=I_L==I ...,4,.,..,, ..,.,....19.,,..9.,...7=-----II ~ No 36198 \g PLANS APPROVAL DA TE I • I t=-:''!;':':"~-:-::,::-:::,:o~~~~---\\-11 Exp 6/30/00 Jt-fi--4 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD J''4.,.~ CIVIL ~~.,. NEWPORT BEACH, CA 92658 Or, Ct>.\.\~c, ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 if-«!ECO~D K»~A~ff~NG ~-30·'"7 CONSTRUCTION NOTES CN-2 t..; I TT UI"' l'lt:.n'POR I ..... ~• -, DWG. NO. R-5689-S -N 0 z u - N 0 z u (D (D (D 0) N z :::) ::c N (!) w (J) -(!) LL . =-0.. . Cl Cl :::) -.. ~ Cl I I I. I ---- ~ :i: 0 6 ij n I i ~ ~ Z 0 ~ 7 X ~ \\J ~ >-co Cl w V) > w a:: X w r-t-O'> <t ' q- V'l ~ ' Cl>-WaJ I-Cl <tw .....I z ::JC) U- ...JV) <tW UCI X X X a: ---3 Cl w V) > w a:: w t- <t Cl r-O'> ' q- ::;; C> J >- aJ Cl w :,,:'. u w :r: u '---.'---.'---. R/\J I I 3' R/\.1 3' • I I 3' R/\.1 I I '---. : VARIES • 14. 69' TO 36.83' 12' VARIES 12' TO 14.69' 12' 12' 2' VARIES 152.00' TO 160~83' 2' VARIES 72.39' TO 92.83' 48' 2ll! (Cl I (Cl VAR VAR 8 'TO 1 8 'TO 9. 70 , 19. 65 , THEORETICAL 1 CENTERLINE ~ I I \22 1 I .. ~"'""'-:p'~:~.~~~~~~~~"""' ::. '.".F-~ •I .. , I _______ l T, I L-------1on10" 2' MACARTHUR BOULEVARD VARIES 68.00' TO 72.00' 48' (8) STA 158+75.00 TO STA 169+00.00 2' VARIES 148.36' TO 144.39' VARIES 71 . 53 ' TO 72. 39' 48' VARIES VARIES 9.70'T0,9.65'TO _T_H_E_OR_E_T_I_C_A_L+-1---,1. 53' 111. 42' CENTERLINE 1 I ---- 2' VARIES 76.83' TO 72.00' 48' ✓----------- VARIES 71.53' TO 13.96' 48' 101 MACARTHUR BOULEVARD STA 156+00.00 TO STA 158+75.00 VARIES 148.36' TO 157.43' VARIES I VARIES 1 1 . 53 ' T 11 . 42 ' T VARIES 76.83' TO 83.41' VARIES R/\J I I VARIES 3' 12' TO 14.35' 2' <Al FROM STA <Bl FROM STA (Cl FROM STA 2' I STA 15">-t-';!D-STA /73-t-2&,.5D 161+31.65 TO STA 164+00.00 164+00.00 TO STA 169+00.00 161+31.65 \.IIDTH IS 8' TYPICAL VARIES 14. 35' TO 17.41' 12' 21,1 R/\.1 . • I I 3' I . ..,___ RETAINING • • \.IALL <A> . • . <A> RETAINING \./ALL ENDS@ STA 158+85.00 R/\.1 I I VARIES 17.41' 13.96' I 13.88' 48.00' TO 48.59' TO 21. 00' THEORETICAL I CENTERLINE 2' 12' 3' I 2' z1,1 2ll! <Al ... ~ • ,_.i--....,... RETAIN I NG .. .. .. ..__ . ,: T---.. ~ .. ----r ,: .. •' . .... . ' '. \JALL (Al ·;,, MACARTHUR BOULEVARD STA 152+08.00 TO STA 156+00.00 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I _ _,. ._,.-.,.:,. <A> SLOPE VARIES FROM STA 152+16.37 TO STA 153+12.51 <Bl RETAINING \./ALL BEGINS@ STA 155+60.00 2 I I 3 I I DIST COUNTY ROUTE Ora I .012.0 REGIST~NEER APR I L I 4 , I 99 7 J. BRUZ 36198 . PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 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 A2-8 @-CONST PCC MEDIAN CURB PER CALTRANS STD PLAN A87, TYPE A1-8 @-coNST PCC SIDE\.IALK PER CITY OF NE\.IPORT BEACH STD-180-L @----CONST VAR I ABLE AC OVERLAY (3" MINIMUM THICKNESS> @--CONST 0. 55' AC OVER 1. 85' CL 2 AB @-coNST 30 MIL PVC MOISTURE BARRIER ~ECO~ID IDR.AWBfi\!G tf;.go-"7'7 TYPICAL SECTIONS NO SCALE X-1 133 OWG. NO. R-5689-S --0 X --0 X (J) m m 0) N z :, :,: N "' w U> "' IL • :,, Q. . 0 0 :, -.... 0 ' r 5 ~ n o a ~ ! ~ § ~ z tA .:c. :-' -~ X <0J ~ c:,- -$2:: ~ ~ 0 w >-(/') co > 0 w w 0:: (/') w > I-w <( a:: 0 X wr-r- I-O'> a, <( ' ' .. .. Vl ::E ~ (!) -:, '-0>->-wco co 1-0 <(w 0 -lz w ::J (.!) :..:: u_ u _J (/') w <(W :c uo u X X X 3' 2:1 CUT 3' R/\,/ I· I 12' 2' c----=.:n R/\,J I· I R/\,J I · I I I I 12' VARIES 12' TO 36.83' 12' 6' VARIES 11. 16' TO 84.98' VARIES VARIES 153.10' TO 116.82' t VAR I VAR 9. 13' 9. 46' 50.62' TO 58.99' TO TO 14' GRADE BREAK THEORETICAL CENTERLINE 13. 99' I VARIES 81 . 34 ' TO 91 . 84 ' VARIES 59.88' TO 65.83' I ----- 2' 00,j O O 2' VARIES 68.00' TO 10.24' VARIES 48.00' TO 49.68' MACARTHUR BOULEVARD STA 192+50.00 TO STA 198+00.00 VARIES 141.21' TO 150.10' C. VAR , VAR 8' TO 8' TO 8.55' 9.10' VARIES 13.21' TO 80.46' VARIES 53.26' TO 59.35' THEORETICAL CENTERLINE ~ 22 VARIES 68' TO 92.83' 48' MACARTHUR BOULEVARD STA 190+50.46 TO STA 192+50.00 VARIES 160.83' TO 141.21' { 8' 8' THEORETICAL 2' CENT ERL I NE \ i'\_ 22 I I MACARTHUR BOULEVARD STA 169+00.00 TO STA 190+50.46 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I VARIES 68' TO 13.21' VARIES 48' TO 53.26' I , 2 , •• ..._oo• o =o• e 2' 2' 12' 12' 12' 295 R/\,/ ·I I I R/\./ ·I I I I I R/\./ ·I I I I I 3' I 3' / 2: 1 FILL 2:1 CUT 3' I 2~ FILL STA 15°/d-'10 -S1"J\ /73-t-21.,,.56 <A> CURB TYPE Al-8 FROM STA 186+50.00 TO STA 190+50.46 <B> SLOPE VARIES FROM STA 184+12.86 TO STA 188+12.86 SLOPE IS -2~ FROM STA 188+12.86 TO STA 190+50.46 3 I DIST COUNTY ROUTE TOTAL PROJECT Ora 1.012.0 REGIST~NEER o,ESS10 ICHA APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 J. BRUZ 36198 xp. 6/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE @--CONST PCC CURB AND GUTTER PER CALTRANS STD PLAN A81, TYPE A2-8 @--CONST PCC MEDIAN CURB PER CALTRANS STD PLAN A81, TYPE Al-8 @--CONST PCC SIDE\,JALK PER CITY OF NE\,/PORT BEACH STD-180-L @-CONST VARIABLE AC OVERLAY <3" MINIMUM THICKNESS) @-CONST 0. 55' AC OVER 1. 85' CL 2 AB @--coNST 30 MIL PVC MOSITURE BARRIER @-CONST FULL DEPTH AC (12" MINIMUM THICKNESS> !RIECO!RID IJJ~AWDNG ~-,!jo • "79 TYPICAL SECTIONS NO SCALE X-2 DWG. NO. R-5689-S I : ' N 0 >< N ~ 0 '.l'. X ID □ a, Ei a, ~ ~ g "' N ' II ~ z : ~ ::, • • :c ! ~ ~ lli ~ z a ~ ; I.. z "' "- ~ Cl Cl ::, i:! X Cl w >-Vl cc > Cl w w a:: Vl w > t-w <( a:: Cl X w~ ~ t-a, a, <( ' ' V V 1/l :::;; ~ (.!) J ' Cl>->-wee cc t-Cl <Cw Cl _iz w ::J <..:) :,.:: u_ u _JV) w <(W ::c UC! u X-1 X X RI\./ I· I 12' 2' 6' c-----Jl I I '-- I - VARIES VARIES 176.82' TO 196.00' t 14' VARIES 91 . 84 ' TO 96. 00 ' VARIES (Al 85.00' TO 100.00' VARIES 59.00' TO 14.00' 14' (Al 65.83' TO 10.00' GRADE BREAK THEORETICAL CENTERLINE ___ _____. MACARTHUR BOULEVARD STA 198+00.00 TO STA 202+82.47 (NBl STA 198+00.00 TO STA 204+25.79 <SB) VARIES (Al DISTANCE VARIES FROM STA 200+71.11 TO STA 202+82.41 <Bl FROM STA 198+00.00 TO 201+91.11 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I 3 I 2' R/\./ · I I I 12' 3' I I 2: 1 CUT Ora 1.012.0 REGIST~NEER 11,ofESSro ICHA APRIL 14. 1997 PLANS APPROVAL DATE c., J. BRUZ ~ No. 36198 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 p. 6/30/ CIVIL OF CA ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA, 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE @-CONST PCC CURB AND GUTTER PER CALTRANS STD PLAN A81, TYPE A2-8 @-CONST PCC MEDIAN CURB PER CALTRANS STD PLAN A81, TYPE Al-8 @-CONST PCC SIDE\./ALK PER CITY OF NE\./PORT BEACH STD-180-L @-CONST VARIABLE AC OVERLAY (3" MINIMUM THICKNESS) @--CONST 0.55' AC OVER 1.85' CL 2 AB @--coNST 30 MIL PVC MOSITURE BARRIER @--CONST FULL DEPTH AC (12" MINIMUM THICKNESSl RECORD DRAWDNG ~ • 30 • ?"7 TYPICAL SECTIONS NO SCALE X-3 DWG. NO. R-5689-S "' 0 X - "' 0 X <D a, a, ., "' z ::, :>: "' "' w (I) (!) u. . "' Q. . 0 0 ::, -" 0 I I I I ~ 0 • 0 ~ • ~ z C ~ J: 0 r 0 n 0 ! 8 7 Ill AIOA AIOB GENERAL ROAD WORK MISCELLANEOUS Abbreviations Symbols Ill Ill A20A Pavement Markers and Traffic Lines, Typical Detai Is Ill A20B Pavement Markers and Traffic Lines, Typical Detar Is Ill A20C Pavement Markers and Traffic Lines, Typical Detar Is Ill RSP A20D Pavement Markers and Traffic Unes.Typlcal Detalls Ill Ill Ill A24A Pavement Markings-Arrows A24B A24C Ill A24D Ill A24E □ A35A □ A62A Ill A62B □ A62C □ A62D □ A62E □ A62F Ill A73A Ill A73B Ill A73C □ A74 □ A75A □ A75B □ A75C □ A77A □ A77B □ A77C □ A77D □ A77E □ A77F □ A77G □ A77H □ A771 □ A77J □ A77K □ A78A □ A78B □ A78C □ A78D □ A78E □ A78F □ ABO □ ABI □ A83 □ A85 Pavement Markings-Arrows Pavement Markings-Symbols and Numerals Pavement Markings-Words Pavement Markings-Words and Crosswalks Portland Cement Concrete Paving Details Excavation and Backfi I I-Mlscel laneous Detai Is Limits of Payment for Excavation and Backfi I I Bridge- and Wa I I Limits of Payment for Excavation and Backfil I-Bridge Excavation and Backfi I I-Concrete Pipe Culverts Surcharge Excavation and Backfi I I-Cast-In-Place Reinforced Concrete Box and Arch Culverts Excavation and Backfl I I-Metal and Plastic Culverts Markers Markers Del ineators, Channelizers and Barricades Survey Monuments Concrete Barrier Type 50 Concrete Barrier Type 50E Headlight 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 Roi I End Anchors <Breakaway Hardware) Barrier and Guard Roil End Anchors Guard Roi I Connections to Bridge Rails, Retaining Wal Is and Abutments Guard Roi I Connections to Bridge Sidewalks and Curbs Thrie Beam Barrier Thrie Beam Barrier-Standard Hardware and Mlscel laneous Detal Is Thrie Beam Barrier-End Anchors Thrle Beam Barrier Connection to Concrete Barrier Type 50 Thrle Beam Barrier Connections to Bridge Ralls Thrle Beam Barrier Connections to Bridge Curbs, Retaining Wal Is and Abutments Thrle Beam Barrier Emergency Passageway Crash Cushion, Sand Fi I led Portable Scale Pad and Approach Slab Detai Is Chain Link Fence □ A86 Barbed Wire and Wire Mesh Fences Ill RSP Ml Curbs, Dikes and Driveways □ C7A □ C7B □ C7C □ C7D □ C7E □ C7F □ C7G □ CBA 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 Detai 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 Wo I I Steel Crib Wal I-Construction Detoi Is Ill Ill □ □ □ Ill □ □ □ II □ Ill □ II II □ □ □ □ □ □ □ □ □ □ Ill □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ 072 073 074A 074B 074C 075 077A 077B 077C 078 079 080 081 082 Drainage Inlets Drainage Inlets Drainage Inlets Drainage Inlets DRAINAGE Drainage Inlets Detoi Is Pipe Inlet Grote Deta i Is Bicycle Proof Grate Details Alternative Hinged Cover for Type OL and OS Inlets and Trash Rack 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 Cost-In-Place Reinforced Concrete Box Culvert Mlscel loneous Deto i Is D84 Box Culvert Wingwal Is-Types A,B,C D85 Box Culvert Wingwol Is-Types D and E D86A Box Culvert Warped Wingwal Is D86B Pipe Culvert Heodwol Is, Endwol Is and Warped Wlngwal Is 086C Arch Culvert Heodwol Is, Endwol Is and Warped Wlngwol Is D87A Overside Drains 087B Overslde Drains D87C Underdrains 088 Construction Loads on Culverts 088A Strut Details for Structural Steel Plate Pipes, Arches, and Vehicular Under-crossings 089 Pipe Headwol Is 090 Pipe Culvert Headwal Is, Endwol Is and Wlngwol Is-Types A,B and C 093A Pipe Riser Connections 093B Drainage Inlet Riser Connections 093C Pipe Riser with Debris Rock Cage D94A Metal and Plastic Flared End Sections 094B 095 097A 097B Concrete Flared End Sections Concrete Arch Culverts Corrugated Meta I Pipe Coup I i ng Deta i Is No. I -Annu I or Coup I r ng Bond Bar and Strap and Angle Connectors Corrugated Metal Pipe Coup I Ing Detoi Is No. 2-Hot Band Coupler and Flange Detol Is 097C Corrugated Metal Pipe Coup I Ing Detai Is No. 3-Hel icol and Universal Couplers 097D Corrugated Metal Pipe Coup I Ing Detai Is No. 4-Hugger Coup I Ing Bands D97E Corrugated Metal Pipe Coup I ing Detar Is No. 5-Standard Joint D97F Corrugated Metal Pipe Coup I Ing Detai Is No. 6-Positive Joint 097G Corrugated Metal Pipe Coup I ing Detol Is No. 7-Positive Joints and Downdralns 097H Reinforced Concrete Pipe or Non-Reinforced Concrete Pipe Standard and Positive Joints 098A Slotted Corrugated Steel Pipe Drain Detal Is 098B Slotted Corrugated Steel Pipe Drain Detai Is 099A Structural Section Drainage System Detai Is 099B Edge Drain Outlet and Vent Detar Is D99C Edge Drain Cleanout and Vent Detoi Is 0990 Cross Drain Interceptor Detar Is HIGHWAY PLANTING HI Planting and Irrigation-Abbreviations H2 Planting and Irrigation-Symbols H3 Planting and Irrigation-Detar Is H4 Planting and Irrigation-Detai Is H5 Planting and Irrigation-Detal Is H6 Planting and Irrigation-Detoi Is H7 Pl anting and Irrigation-Detar Is RSP H8 Planting and Irrigation-Details □ □ □ Ill □ □ □ □ Ill □ □ □ □ □ □ Ill □ □ □ □ □ □ Ill Ill □ □ □ □ □ □ □ □ □ □ II II II □ □ □ □ □ □ □ □ □ Ill Ill □ Ill DIST. COUNTY ROUTE Ora POST MILES TOTAL PROJECT I. 0/2. 0 SHEET NO. 8 T4 TIO To accompany plans dated APRIL. 14 1997 Temporary Traffic Screen TIOA TI I Tl2 Tl3 Tl4 Traffic Control System for Lane Closure on Freeways and Expressways Traffic Control System for Lone and Complete Closures on Freeways and Expressways Traffic Control System for Lane Closure on Multi lane Conventional Highways Traffic Control System for Lane Closure on Multi lane Conventional Highways Traffic Control System for Lane Closure on Two Lane Conventional Highways Traffic Control System for Ramp Closures BRIDGE BO-I Bridge Deto i Is B0-3 Bridge Detai Is B0-5 B0-13 B2-3 Br i dge Deta i I s Br i dge Deta i I s 16'' Cast-In-Ori I led-Hole Concrete Pile B2-5 Pi le Detai Is-Closs 45 and Class 70 B2-8 Pile Details-Closs 45C and Closs 70C B2-9 Load Test Anchor Pl I e Deto I Is B3-I Retaining Wal I-Type I, H=4'-30' B3-2 Retaining Wal I-Type I, H=32'-36' B3-3 Retaining Wal I-Type IA B3-4 Retaining Wal I-Type 2 B3-5 Counterfort Retaining Wal I-Type 3 B3-6 B3-7 B3-8 RSP 83-9 B3-I I B6-I B6-IO B6-21 Counterfort Retaining Wal I-Type 4 Retaining Wal I-Type 5 Reta r n i ng 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 I s Uti I ity Openings, T-Beam Joint Seals <Maximum Movement Rating= 2'') B7-I Box Girder Deto i Is B7-5 Deck Drains B7-6 Deck Drains-Type D-1 and D-2 B7-10 Utll lty Opening-Box Girder B7-I I Utl I tty Detol ls B8-5 Cost-In-Place Prestressed Girder Detoi Is BI I -7 Cha l n Link Roi I i ng Bll-47 Coble Railing BI I -5 I Tubu I or Hand Ra i I Ing Bl 1-52 Chain Link Roi I Ing Type 7 Bl 1-53 Concrete Barrier Type 25 Bl 1-54 Concrete Barrier Type 26 Bl3-I Bl3-2 Bl4-I Bl4-3 Bl4-4 Bl4-5 SI ope Protection Deto 1 I No. I Slope Protection Detoi I No. 2 Structural Steel Plate Vehicular Undercrossing Communication and Sprinkler Control Conduit <Conduit less than 4'' Diameter) Water Supply Line <Bridge) {Pipe less than 4'' Diameter) Water Supp I y LI ne <Deta I Isl (Pl pe I ess than 4'' DI ometerl RO.ADSIDE SIGNS TOTAL SHEETS 133 z <.:) Cl . 0 a_ Vl RSI RS2 RS3 Roods i de SI gns, Typ I co I I nsta I I at r on Deto l Is No. I f5 w RS4 Roadside Signs, Wood Posts, Typical lnstol lat ton Detai I No. 2 ~ > Roadside Signs, Laminated Box Wood Posts, Typical lnstal lotion B Deto I Is No. 3 :;;, <.:) Roadside Signs, Typical lnstal lotion Detai I No. 4 Cl ' "' CX) co <ll TEMPORARY FACILITIES SHEET 1 OF 2 ~ □ CBB Stee I Crib Wo I I -Design Doto II TI Temporary Crash Cushion. Sand Fi I I ed RtECO!H!D ['i)IJ4lAtCW~[vJ](;i ';;: □ CBC Stee I Crib Wo I I -Design Doto II T2 Temporary crash Cushion, Sand Fi I I ed ST AND ARD PLANS l IS T ~ □ C9A Timber Crib Woll-Types A,B,C and D Ill T3 Temporary Railing <Type Kl ~-5o·'7"'t (July,1992 Edition) & ~9□~31Cir9sBedS-i=°<Tmcimicbire:-ar7:>Cicrrnsib(FWITTaflaln-dlTiy~p-;;e:ss-t<A~,icBJc,irC~aPnlcdrnsD~Djsej3sfl;gj,nicFD1o~t;;;o~~:;;---;;:;~~:;:;+;::;::;-*-;:;;:-;;-~;:r,-;~~:;-;;-~;:;i;:~-;-;:;i~;:;:;:+-;;"~~~;;---------------------_J---_:..-------------.-----~R_:::e~v.:_:is~e~d::_:J:_::u~n:_::e~l3:::,~19~9:_4~-----_J~ The Revised Standard Plans (RSPl and New Standard Plans (NSPl 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 limited to those indicated by a marked box. I □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ SI S2 S3 S4 S5 S6 S7 S8A S8B S8C S8D S9 SIO SI I Sl3 OVERHEAD SIGNS OVERHEAD SIGNS-TRUSS Overhead Signs-Truss, Instructions and Examples Single Post Type, Post Type Two Post Type, Post Type 1-S Overhead Truss, Truss, I I th,u VI I th,u VI 1-S Overhead Overhead Members signs- Signs- Signs-Truss, Single Post Type, Structural Frame Overhead Signs-Truss, Two Post Type, Structural Frame Members Overhead Signs-Truss, Structural Frame Detai Is Overhead Signs-Truss, Frame Juncture Detar Is Overhead Signs-Steel Frame Removable Sign Panel Frames Overhead Signs-Removable Sign Panel Frames, Overhead Formed Panel Mounting Details Overhead Signs-Truss, Sign Panel Mounting Detai Is, Laminated Panel-Type A Overhead Signs-Truss, Removable Sign Panel Frames I 10' and 120' Sign Panels Overhead Signs-Walkway Details No. I Overhead Signs-Walkway Details No. 2 Overhead Signs-Walkway Safety Railing Detai Is Overhead Signs-Truss PIie 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 Sl5 Overhead Signs-Lightweight, Type A, Connection Detoi Is Sl6 Overhead Signs-Lightweight, Type B, Connection Detoi Is Sl7 Overhead Signs-Lightweight, Type C, Connection Details Sl8A Overhead Signs-Lightweight, Sign Panel Mounting Detoi Is, Laminated Panels-Type A Sl8B Overhead Signs-Lightweight, Light Fixture Mounting Details S20A Overhead Signs-Lightweight Post Details 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 Detai Is S40C Overhead Signs-Box Beam, Closed Truss, Ribbed Sheet Metal Deto 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 Deta i Is S40F Overhead Signs-Box Beam, Closed Truss, Two Post Type Post Deto I Is S40G Overhead Signs-Box Beam, Closed Truss, Single Post Type Frame Members S40H Overhead Signs-Box Beam, Closed Truss, Single Post Conti I eve, Frame Deto r Is S401 Overhead Signs-Box Beam, Closed Truss, Single Post Conti lever Frame Juncture Detai Is S40J Overhead Signs-Box Beam, Closed Truss, Single Post Conti I eve, Post Deto i Is S40K Overhead Signs-Box Beam, Closed Truss, Single Post Butterfly Frame Oeto i Is S40L Overhead Signs-Box Beam, Closed Truss, Single Post Butterfly Frame Juncture Detai Is S40M Overhead Signs-Box Beam, Closed Truss, Single Post Butterfly Post Deta I Is Iii □ □ □ □ □ Iii Iii Ill Iii Ill □ □ □ □ □ □ Ill Ill Iii □ Ill □ 1111 □ □ □ □ □ □ □ □ □ □ □ Ill □ □ □ SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS ES-IA Signal, Lighting and Electrical Systems-Symbols and Abbreviations ES-IB Signal, Lighting and Electrical Systems-Symbols and Abbreviations ES-2A Signal, Lighting and Electrical Systems-Service Equipment ES-2B Signal, Lighting and Electrical Systems-Service Equipment ES-2C Signal, Lighting and Electrical Systems-Service Equipment Notes ES-2D Signal, Lighting and Electrical Systems-Service Equipment and Typical Wiring Dlog,om, Type A ES-2E Signal, Lighting and Electrical Systems-Service Equipment and Typical Wiring Diagram, Type B ES-2F Signal, Lighting and Electrical Systems-Service Equipment and Typical Wiring Diagram, Type C ES-3A Signal, Lighting and Electrical Systems-Signal Heads and Mountings ES-3B Signal, Lighting and Electrical Systems-Signal Heads and Mountings ES-3C Signal, Lighting and Electrical Systems-Slgnol Heads and Mountings ES-3D Signal, Lighting and Electrical Systems-Signal Heads and Mountings ES-3E ES-4A ES-4B ES-4C ES-4D ES-4E ES-4F ES-5A ES-5B ES-5C ES-50 ES-5E ES-5F ES-6A ES-6AA ES-6B ES-6C 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 Detar Is Signal, Lighting and Electrical Systems-Control le, Cabinet Detai Is Irrigation Controller Enclosure Cabinet Signal, Lighting and Electrical Systems-Telephone Demarcation Cabinet Detai Is Signal, Lighting and Electrical Systems-Telephone Demarcation Cabinet Deta i I s Signal, Lighting and Electrlcal Systems-Detectors Signal, Lighting and Electrical Systems-Detectors Signal, 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 Most Light Pole, Foundation Detar Is Lighting Standards-Types 30 and 31, SI ip Base Lighting Standards-Type 32 Iii Iii Ill □ Ill □ □ □ □ □ □ Iii □ □ Ill Ill □ □ □ □ □ □ □ □ □ 1111 Signal and ROUTE POST MILES TOTAL DIST. COUNTY TOT AL PROJECT SHEJ:r N SHEETS -O,o 1.0/2.0 9 133 To accompany plans doted_A_P_R_I_L_,_1_4 __ 19_9_7 __ Lighting Standards-Details No. I Signal and Lighting Standards-Details No. 2 ES-6S ES-6T ES-6TA ES-6U ES-6V ES-7A Signal and Lighting Standards-Pole and Most Arm Alternatives Lighting Standards-Types 10 and 15 Slip Base Insert ES-7B ES-7C ES-7D ES-7E ES-7F ES-8 Signal and Sign Standards-Type 33 Left Turn Signal, Lighting and Electrical Systems-Electrical Details, Structure lnstol lotions Signal, Lighting and Electrical Systems-Electrical Details, Structure lnstol lotions Signal, Lighting and Electrical Systems-Electrical Details, Structure lnstol lotions Signal, Lighting and Electrical Systems-Electrical Detar Is, Structure lnstol lotions Signal, Lighting and Electrical Systems-Electrical Detoi Is, Structure lnstal lotions Signal, Lighting and Electrical Systems~ Flush Soffit Luminoi,e Modification Detai Is, Structure lnstol lotion Signal, Lighting and Electrical Systems-Pul I Box Detai Is ES-9A Signal, Lighting and Electrical Systems-Conti lever Flashing Beacon, Types 9, 9A, 9B ES-9B Signal, Lighting and Electrical Systems-Cantilever Flashing Beacon, Types 9, 9A, 9B ES-10 Signal, Lighting and Electrical Systems-lsolux Diagrams ES-I I Signal, Lighting and Electrical Systems-Foundation I nsto I I at ions ES-12 Signal, Lighting and Electrical Systems-Pedestrian Unde,c,osslng Fluorescent Lighting Fixture ES-13 Signal, Lighting and Electrical Systems-Splicing Details ES-14 Signal, Lighting and Electrical Systems-Wiring Detail and Fuse Ratings ES-15 Signal, Lighting and Elect~ical Systems-Pedestrian Overc,ossing Fluorescent Lighting Fixture ES-27A Signal, Lighting and Electrical Systems-Extinguishable Message Sign, IO' ' Letters ES-27B Signal, Lighting and Electrical Systems-Extinguishable Message SI gn, IO'' Letters ES-28 Signal, Lighting and Electrical Systems-Extinguishable Message Sign and Flashing Beacons SIGN ILLUMINATION ES-29 Sign II luminotion-Mercury Sign II lumlnation Equipment ES-30 Sign II lumlnation-36' Fluorescent Sign II lumlnation Equipment ES-32A Sign II lumlnation-Sign II luminatlon Equipment ES-32B Sign II luminotion-Sign II luminotion Control ES-33 Sign II luminotlon-Inte~nal ly II luminoted Street Nome Sign ES-6D ES-6DA ES-6E ES-6F ES-6H ES-6J Lighting standards-Types 30 and 31, SI ip Bose Plate Detoi Is NEW STANDARD PLANS Lighting Standards-10 Degree Type □ Rumble Strip Detai Is Lighting Standards-10 Degree Type, Detoi Is □ Concrete Head I ight Glore Screen Signal and Lighting Standards-Cose I A,m Loading, } Wind Velocity = 70 MPH, A,m Lengths 15' to 30' □ NSP A88 Curb Romp Detai Is No. I CANCELED Signal and Lighting standards-case 2 A,m Loading, □ NSP A89 Curb Romp Detar Is No. 2 Wind Velocity= 70 MPH, A,m Lengths 20' to 30' □ NSP T7 Construction Project Funding lndentificatlon Signs ES-6K NSP A40 NSP A75D ES-6L Signal and Lighting Standards-Cose 3 A,m Loading, Ill NSP Tl5 Traffic Control System fo, Moving Lone Closure on Wind Velocity= 70 MPH, A,m Lengths 15' to 45' Multi lane Highways Signal and Lighting Standards-Case 4 A,m Loading, 111 NSP Tl6 Traffic Control System fo, Moving Lane Closure on Wind Velocity= 70 MPH, A,m Lengths 25' to 45' ES-6M ES-6MA Multllane Highways Signal and Lighting Standards-Case 5 A,m Loading, c . Nsp Tl7 Traffic Control System for Moving Lone losu,e on Wind Velocity= 70 MPH, A,m Lengths 50' to 55' ~ Ill z "' c::, ES-6N ES-60 Two Lone Highways ~ Signal and Lighting Standards-Type 40-0-80 ~ Signal and Lighting Standards-Cose I Arm Loading, ~ Wind Veloclty = 80 MPH, A,m Lengths 25' to 30' > OVERHEAD SIGNS-TUBULAR ~ □ ES-6P Signal and Lighting Standards-Case 2 Arm Loading, ~ S40N Overhead Signs-Tubular, Instructions and Examples Wind Velocity= 80 MPH, A,m Lengths 20' to 30' g S40P Overhead Signs-Tubular, Single Post Type Layout and Pipe □ ES-60 Signal and Lighting Standards-Case 3 A,m Loading, i Selection Wind Velocity= 80 MPH, A,m Lengths 20' to 45' ~ S400 Overhead Signs-Tubular, Two Post Type Layout and Pipe □ ES-6R Signal and Lighting Standards-Case 4 A,m Loading, SHEET 2 OF 2 :::, Sections Wind Velocity= 80 MPH, A,m Lengths 25' to 45' h';;UECOilD DIRA~Miu"J~ ~ □ S40R Overhead Signs-Tubu I a,, St,uctu,a I Frame Deta i Is No. I O ES-6RA s i gna I and Lighting standards-case 5 A,m Loading, r;. ~O. ~~ ST AND ARD Pl ANS l IS T ~ □ S40S Overhead Signs-Tubular, Structural Frame Detai Is No. 2 Wind Velocity= 80 MPH, Arm Lengths 50' to 55' (July, 1992 Edition) & "' □ S40T Overhead Sr gns-Tubu I a, Foundot ion Deto i Is Revised June 13, 1994 :: L_ ___ __,.-==:------,--,,..,..----,~-:------;-=---;-:-;;::-;:;:;---;-;-~-::-;---;--:-:;:;::-;-::--::-::~~::::--;:-:::-;:-::;::::::;--:::-;::--;::::::;,.-;,;::;:-:;:;,---;:;:::::;-;:~~;---------------L----------r-----------"' The Revised standard Plans (RSPl and New Standard Plans. (NSPl which 9pply to this contrac_t. are included as individual sheets of the project plans. The Standard Plan sheets applicable to this contract include, but are not l1m1ted to those Indicated by a marked box. ..0 X <{] I:{) ~ >-aJ 0 LLJ Vl > LLJ a:: X LLJ r-I-(1) <( ' <:r 1/) ~ ' 0>-LLJ(]J 1-0 <tw .Jz ::::i Cl u_ .JVl <(LLJ uo x---1 X X ~ ~ 0 LLJ Vl > LLJ a:: LLJ I- <( 0 r-(1) ' <:r ~ (!) -, >-ca 0 LLJ :,.:: u LLJ I u NOTES 1. DRAINAGE REMOVALS ARE SHOUN ON THE DRAINAGE 2. MANHOLES, VALVES, VAULTS, UTILITY BOXES AND ARE TO BE ADJUSTED TO GRADE OR RELOCATED AS THE LAYOUT PLANS. PLANS. CABINETS SHOUN ON MACARTHUR =:-:-,t, ;------+-X ---L4a. _____ -11s~-========r·~or::::::::~-- 1 I .. ,,l 1 \ ?-0 .......... ..... ..... \ ~ ~ DAYLIGHT ..___ -.._ I 0 "'"'..,l • <,. 0 / --.....::_. & .... __. <Y ..... ,__, .......... / ' -----~-- -~-------- X DIST COUNTY ROUTE Ora REGIST~NEER APRIL 14. 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 1.012.0 . QrESSIO ICHA J. BRUZ 36198 Mp. 6/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA, 92718 CONSTRUCTION NOTES G)--PROTECT IN PLACE ®--REMOVE @-REMOVE EXISTING CURB ©-REMOVE EXISTING PAVEMENT STRUCTURAL SECTION @-REMOVE EXISTING AC DIKE @-REMOVE EXISTING AC SIDEUALK @----ADJUST TO GRADE -- ''G,e.AoJA.IG s110WA1 e-sreR..t..Y or= MA&::: ART#//~ BLVD. ooes IC/t;Jr Rel'RESENr ACTUAL GRAOIN(; LEGEND LIMITS OF REMEDIAL REMOVAL AVERAGE DEPTH OF REMEDIAL REMOVAL ~ECORD DRAWING ~ • &> • o/7 GRADING REMOVAL AND PLAN SCALE 1"=40' G-1 133 /A/ !=/ELD 11 L_l __ L _________________________________________ =~==:--::::--:-:--:::-----------:------------------==::::::::=:::::::::=:::::::~=::::::::::::::::::::::::::-:::::::::::::::::::·· ::;::::::: _________ T7"'TT'\7',Rl:"'7JJ:' FOR REDUCED PLANS o I 2 3 _ __.. ...._ __ ,,, ---...-11'57'1"5"1'-151"" 1J1r:..f-\t:",Ff ORIGINAL SCALE IS IN INCHES I I I I DWG. NO. R-5689-S n. 0 (!) 0 (!) ID a, a, "' N z :, :,: N (!) w u, (!) le ,. n. C C :, " C I I ill a ~ " ~ z " ~ 5 r 0 I ~ 0 "' -0 ~ ""' -ti X ~ ~ q-- st: ~· ~ ---3 Cl Lu >-!/) 00 > Cl w w a:: !/) Lu > I- w <( a:: Cl X w I'-I'- t-en en <( ' ' V V VI ::i: ~ (!) , ' Cl>->-WIIl IIl I-Cl <(w Cl _iz w ::i <!) :,,<'. u_ u _JI/) w <(Lu :c ua u X X X NOTES 1. DRAINAGE REMOVALS ARE SHOUN ON THE DRAINAGE PLANS. 2. MANHOLES, VALVES, VAULTS, UTILITY BOXES AND ARE TO BE ADJUSTED TO GRADE OR RELOCATED AS THE LAYOUT PLANS. \ N 21'!1800 CABINETS SHOUN ON \ N 2171800 .,, ..... .---·~···· \ fj 2172000 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I EXIST CONCRETE 2 DITCH I I 2 I 3 I I I , I 2 EXIST CONCRETE DITCH j ( < I- (1) LlJ z -_J I u I-< L I- LlJ LlJ I en LlJ LlJ en DIST COUNTY ROUTE Ora REGIST~NEER APR IL I 4, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2.0 . J. BRUZ 36198 xp 6/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES &-PROTECT IN PLACE @-REMOVE ©-REMOVE EX I ST I NG PAVEMENT STRUCTURAL SECTION FACE OF VALL 15' SECTION A-A N.T.S. GRADING AND REMOVAL PLAN SCALE 1 "=lO' 3, 133 G-2 DWG. NO. R-5689-S -a. N 0 "' N 0 "' "' "' "' 0, N z ::, :,:: N "' w "' "' ... . ;,, ll. 8 ::, ... 0 I I I L I -- l t I I a ~ a • -~ 0 ;, ~ z 5 5 al " 0 0 " D ~ ll l) ~ 1:1 ~ 0 z X ~ c,C) '(;- ::s· -2::: ~ ~ 0 w >-(/) (0 > 0 w w 0:: (/) w > I-w <C 0:: 0 X w I'-I'- I-O'> O'> <C'-' 'SI" 'SI" 1/) ::il ~ (!) "") ' 0>->-W(O aJ 1-0 <Cw 0 ...Jz w :::i CJ ~ u_ u ...J(/) w <tW I uo u x-----. X X NOTES 1. DRAINAGE REMOVALS ARE SHOUN ON THE DRAINAGE 2. MANHOLES, VALVES, VAULTS, UTILITY BOXES AND ARE TO BE ADJUSTED TO GRADE OR RELOCATED AS THE LAYOUT PLANS/. / / ~j/fl' I -~ ~1\r I ?l/~~\ (\J I (.!) 0 z \ \; 21 t2LOO I ; )t?~~u~>\I ~% ,. \"t) "\, I ;~I I .,./ E 6071200 PLANS. CABINETS SHOUN ON \ N 21 i'26CO \ \ N 21,2800 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I 3 I DIST COUNTY Ora ROUTE REGIST~NEER APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 1.0/2.0 12 J. BRUZ ROBE T BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES CD--PROTECT @-REMOVE IN PLACE ©-REMOVE EXISTING PAVEMENT STRUCTURAL SECTION ~ ,{,1@)1-0,,--~C90~LBl3-FP-i!!l-Mcf\+li~E~E~l(i-fI~9;,+T-tI+•dl'!!8,...,;'l't,0~ ~ P/t¥E'1EMT RECO!Rl!O DRAWSNG ~ • 130· ""l"j GRADING REf'v10VAL AND PLAN SCALE 1 "=40' G-3 DWG. NO. R-5689-S 0. "' 0 "' - "' ~ 0 z "' tD I Q) 0 Q) 6 "' ,I n N z ! ~ ! ::, :>: ' N I "l "' ' w ' z i5 (J) ' " z ' (!) LL . :,, 0. 0 0 ::, .. .., 0 X <tJ ~ ~ >- a::i Cl lJ.J (/) > w a:: X w r--t-Cl' <( ' '<I" (/) ~ ' Cl>- IJ.JW t-Cl <Cw _Jz ::::i <.:) u_ _J(/) <( lJ.J UCl X X 8=: -..c_, --3 Cl lJ.J (/) > lJ.J a:: w t- <( Cl r--Cl' ' '<I" ::!: c.:, ~ >-co Cl w :,.: u lJ.J ::r: u NOTES I. DRAINAGE REMOVALS ARE SHOUN ON THE DRAINAGE 2. MANHOLES, VALVES, VAULTS, UTILITY BOXES AND ARE TO BE ADJUSTED TO GRADE OR RELOCATED AS THE LAYOUT PLANS. PLANS. CABINETS SHOUN ON CONSTRUCTION NOTES 12~~,~(\)H)iiiijjiiiiiiiijjiiiii"'- I I 'al DIST COUNTY ROUTE Ora 1.012.0 REGIST~NEER APR I L 14 , I 99 7 PLANS APPROVAL DATE J. BRUZ 36198 . CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 xp. 6/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 ,_ 0:: ' 2 {!) 0 I.J.J 0 ::r: co . ,_ (J O OJ ,~ ,_ co v, .._, O ..... 0 "-J >< I 0)-q;; Lu ::,... C\/ ::,... + 0 (')~ ,..,_ Lu -a:: " /I"'=::::,.__ I/ --/ -....::: ------- / /,/ ~=--a.;::-..:::_,,,; ✓ - DETAIL "A" I "= 1 0' ,_ 0:: ' ~o Lu 0) • co ,..,_ 't co • -J Ln '<C 't ::,... + 0 (') ~ ,..,_ Lu -0:: RECORD DRAW!~\! G 6· 30• 99 GRADING REMOVAL AND PLAN SCALE 1"=.40' G-4 LL_..1. _________________________________________ 'F:=;:O;.::;R:--;::;;RE;:;:D;;;u~cEici'D'°P,:LA"N;;:S--------=-o----;-,----=2----=3--------------------------,---'---------,-rrrv"'TI!n,\JlciNl5UJTT""1Jt~.~. ORIGINAL SCALE IS IN INCHES I I I I DWG. NO. R-5689-S . "' a. . 0 0 ::, .. ~ -w '. / X X X-1 X X (.!) ~ 1/) >-w Cl w Vl > w 0:: WI'- I-~ <! ' rJ) 1/) ~ ' □>- WCIJ I-Cl <w __Jz :::i (.!) u_ _JI/] <!W uo Cl w l/) > w 0:: w I- <! Cl .... 0-' rJ) ::::;; l!) ""') >-OJ Cl w :><:: u w :::c u NOTES 1. DRAINAGE REMOVALS ARE SHOWN ON THE DRAINAGE 2. MANHOLES, VALVES, VAULTS, UTILITY BOXES AND ARE TO BE ADJUSTED TO GRADE OR RELOCATED AS THE LAYOUT PLANS. f-rn [f) 0 -..J ~ I o ...___ 00771'.lZ N PLANS. CABINETS SHOWN ON I i 00871'.,2 N 009'7 t , Z N DIST COUNTY ROUTE Ora I .012.0 14 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 J. BRUZ 36198 xp. 6/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA. 92718 CONSTRUCTION NOTES 0---PROTECT IN PLACE ®--REMOVE 0---SALVAGE ®---REMOVE EXISTING PAVEMENT STRUCTURAL SECTION ®--REMOVE EXISTING AC DIKE @--ABANDON IN PLACE @---CONSTRUCT CRUSHED MISCELLANEOUS BASE ALONG 15' WIDE PATH 1.0' THICK RIECORtll DRAWING {p • 8o . '?"j GRADING REMOVAL AND PLAN SCALE 1"=40' G-5 -0.. ll) 0 l!> ll) 0 l!> tO co co "' N z ::, ,: N l!> UJ (I) l!> LL • :,; 0.. . 0 0 ::, .. L-..__ _ _.__ _______________________________________ FFDiORRRR:8EDDLUicC£1EDJPPLLA:iJNiss-----;;-o---,1---;2:-----;3-------------------------r---------rrTT'i?7'W""FJ"i:~mrst1,Alr.Fli:\ ORIGINAL SCALE IS IN INCHES I I I I DWG NO. R-5689-S NOTES oozst ~2 N I X Cl LLJ >-Vl cc > Cl LLJ 8 LLJ a::: Vl LLJ > I- LLJ <( a::: Cl X w r-r- t-cn en <( ' ' I.D I.D Vl :::i: ~ (!) , ' Cl>->-LLJ cc en I-Cl <{LLJ Cl _Jz w ::i c.:, ~ u_ u _JV') w <{LLJ :::r:: UC! u X X X FOR REDUCED PLANS o I 2 3 DIST COUNTY ROUTE Ora REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .012.0 ofESS/o ICHA 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 @--REMOVE @--SALVAGE 133 0-REMOVE EX I ST I NG CURB AND GUTTER ©-REMOVE EXISTING SI DEVALK ®-REMOVE EXISTING PAVEMENT STRUCTURAL SECTION ®-REMOVE EXISTING AC DIKE @--COLD PLANE EXISTING AC PAVEMENT @--ABANDON IN PLACE RECORD DRA11c1V~NG ~-::!JO·~~ GRADING AND REMOVAL PLAN SCALE 1"=40' G-6 a. lD 0 "' - lD 0 "' ill (D "' I}! :, ,: ilJ L,J "' "' "- :, a. Cl Cl ::, L _______________________________________________ _::o'..'..:R:::1G:,:1N'..:A.:.L.c.:s::::c:.A:.'.LE:...::1s~,N:...1:.:.:'.N::::cH.'.:E:.:s_~1 ======' ======' ======-' --------------------------L _________ _uD:!!W!!.!GuN~o~.wRs.::-:;s~6~8~9!.:-:.;;S!,_ __ _J~ I J ...... w w X >-((I 0 w (/) > w a:: X w r-I-a, <t'-V Vl ~ ' O>-WCO 1-0 <l:w _Jz :::J (.!) u_ _JV) <l:W uo X X X 0 w (/) > w a:: w I-<l: 0 r-a, ' V '.:!: (.!) ""J >-((I 0 w ,.:: u w :r: u NOTES 0 0 • FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I 3 I DIST COUNTY ROUTE Oro APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 --- GRADING REMOVAL I .0/2.0 133 J. BRUZ 36198 . xp 6/30/ --------- AND PLAN SCALE 1"=40' G-1 DWG. NO. R-5689-S a. ... 0 "' ... 0 "' tO Q) Q) O') N :, N "' w U) "' "-. "' a. . 0 0 :, .. " 0 I l l I I ' ll i ~ i D !' !,/ i z ~ i ' I ~ I 0 5 8 ~ ~ 0 z X >--ro Cl w V1 > Lu a:: X wt- I-~ <( ' 'SI" C :.::: Vl ' Cl>--wro 1-0 <Cw ...Jz :::i (.'.) u_ ...JV) <(u.J uo X X X Cl w V1 > w a:: w I- <( Cl t-~ ' 'SI" I-::. Vl >--ro Cl w :.::: u w I u SECTION A-A ---TERMINATE SANDBAGS AT GROUND ELEVATION EQUAL TO TOP OF SANDBAG ELEVATION@ CURB FACE -.A PLAN TYPICAu<BASIN DETAIL FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES ( I I 2 I 3 I DIST COUNTY ROUTE Ora kG· REGISTERED CIVIL APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .012.0 ofESSiO TEVE • GIFFE 42154 xp3/31/0 CIVIL O; CA\: ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 GENERAL NOTES DJ SEE STAGE CONST PLAN FOR TEMPORARY SLOPE IN MEDIAN AREA. CONTRACTOR TO PROVIDE APPROPRIATE EROSION CONTROL BEHIND K-RAIL AS DESCRIBED IN SVPPP III CONTRACTOR TO PROVIDE APPROPRIATE EROSION CONTROL MEASURES FOR ROADBED IF RAIN IS FORCAST WITHIN FIVE DAYS DURING PERIOD WHEN ROAD SUBGRADE IS EXPOSED. SEE SVPPP (]] SANDBAGS SHOWN AT CURB FACE TO BE RELOCATED TO BACK OF VALK FOLLOWING COMPLETION OF SIDEWALK. SANDBAGS AND SILTFENCE TO REMAIN UNTIL SLOPES ARE PLANTED AND IRRIGATION SYSTEMS ARE FUNCTIONING TO SATISFACTION OF INSPECTOR I}] PLAN REFERENCES ARE TO THE PROJECT STORM WATER POLLUTION PREVENTION PLAN <SWPPP) AND THE BMP'S REFERENCED THEREIN. [[I DESILTING BASINS RECONSTRUCTED AT BACK OF SIDEWALK SHALL MAINTAIN SAME RELATIVE VOLUME AS ORIGINAL. ADDITIONAL COURSES OF SANDBAGS MAY BE REQUIRED TO MAINTAIN VOLUME EROSION CONTROL PLAN SCALE: 1"=40' EC-1 DWG. NO. R-5689-S L ~ -0 0:: w --0 0:: w co co co O') N < 0:: 0 N (!) w (/) (!) LL. • =-0.. • 0 0 ::, .. ..., 0 I I I I ~ z :,: § • ~ n ~ 0 " n ~ • 0 0 . ~ ~ ~ lla • z :!! ,; 7 X >-II) 0 w (/) > w 0::: X wr- t-en 4'-... C) :,£ Vl ' O>-LIJ II) I-Cl 4LIJ _Jz ::i (.!) u_ _JI/) 4W UCl X X X 0 w (/) > w 0::: w I- 4 0 r-en ' ... I-~ Vl >-II) 0 w ~ u w :::c u \ \ f, 21,11300 \ N 2111800 - b010800 DIST COUNTY ROUTE Ora I .0/2.0 REGISTERED CIVIL APRIL 14, 1997 o K. GIFFE PLANS APPROVAL DA TE ~ No. 42154 l'ic~l;::Tyv'iioa:"F 'N~E~WPiOi:i:iR~T;B~E~AC::":"H-:----.\\ xp3l 3 I /O 3300 NEWPORT BOULEVARD CIVIL NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 EROSION CONTROL PLAN SCALE: 1 "=40' DWG. NO. R-5689-S -N 0 Cl'. UJ N 0 Cl'. UJ (0 00 00 Rl < Cl'. □ N I.!) UJ U) I.!) LL • :,, Q_ . □ □ :::, .. ..., □ I I I I I I X Cl w >-(/) OJ > Cl w w a:: (/) w > I-w <( a:: Cl X wr-r-1-m m <("-. ' ..,. ..,. (!) I-:,£ :ii: V) V) ' Cl>->-WOJ OJ I-<(Cl Cl ...Jw w ::iZ :,£ u<.::1 u ...J(/) w <(W :::c UC! u X X X r.-/ ~ 6071200 \ . ' ,1 21 72600 \ N 2i'l2800 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I I I 2 I 3 I DIST COUNTY ROUTE I PROJECT NO. Ora I .0/2 .O 19 kG· REGISTERED CIVIL EROSION CONTROL PLAN EC-3 SCALE: 1 "=40, DWG. NO. R-5689-S 133 -(") 0 0,: LU M 0 0,: LU CD Cl) Cl) CT> N < 0,: D N (!) LU (/) (!) IL . ::, n_ . D D ::, I I I I I I I I I I -.J\ -t1 X >-al Cl w l/l > w a:: X w~ I-O'l <( ' '<:I" C) ~ Vl ' Cl>-Wal I-Cl <w -'z ::::, Cl u_ _IV) <J:W UCl X X X Cl w l/l > w a:: w I- <J: Cl ~ O'l ' '<:I" >-co Cl w ~ u w :c u FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I \ --I-- \ 2 I 3 I \ -+--\ DIST COUNTY ROUTE TOTAL Ora k G· GINEER APR I L I 4 , I 99 7 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2.0 20 133 ofESS/o TEVE !!> • GIFFE "' ~ No. 42154 ,p_3/3 I/O CIVIL Or, CA ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 l EROSION CONTROL SCALE: 1 "=40' PLAN EC-4 DWG. NO. R-5689-S -" 0 a:: w - " 0 a:: w w co co O') N < a:: Cl N (!) w (I) (!) u. • ::,, 0.. • Cl Cl ::) .. " Cl I I I I ~ I z I 6 I r,I n o D ; ~ j ~ ~ ' Z 0 ' c; ,. X X X X ?r/ ~::--- -~ o w >-(/) --~ aJ > o w w a:: (/) w > I-w <t a:: o Wt-t-I-O'I en <t ' ' 'q" 'q" C) I-:,,: ~ Vl Vl ' 0>->-wa:i aJ 1-0 <tw o ...Jz w => c., ~ u_ u ...JV) w <tW I uo u f-rn ~---1 0077i:.lZ N + l\.l - I I OOOSi:.IZ N I 0087i:.IZ N 0097t.\Z N DIST COUNTY ROUTE Oro APR I L 14. 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .012.0 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 EROSION CONTROL PLAN SCALE: 1"=40' EC-5 133 .__.,__ _ __., ___________________________________________ IFCCOiRR~REITDii'uiccfiEoriFPii"LAiANN'sr----~o---,,-----;2;----3;----------------------------,----------71Trr"TI1=-1~m~rB"rA.~R ORIGINAL SCALE IS IN INCHES I I I I DWG. NO. R-5689-S -LJ) 0 0:: w LJ) 0 0:: w ig gi N < 0:: 0 N (!) ~ (!) LL • ~ 0.. . 0 0 ::, •• ~ I I - X X X X X 00ZSt.lZ N 007St: l Z M)090t.C9 3 I ---- C005t.. LC \\ I I Cl LLl >--(./) (Il > Cl LLl LLl a:: (./) LLl > I- LLl <( 0:: Cl LLl r-r-t-m m <( ' ' "'1" "'1" C) I-!,£ ::ii: VJ VJ ' Cl>-->--LLl (Il (Il I-Cl <(LLJ Cl _Jz LLl ::::> 0 !,£ u_ u _J (./) LLl <(LLJ :c UCI u LO I u w ---007U:.09 3 OOZ:S!:.IZ N rn {j) Q / / < / \,_ I ""--._ ' -111 ~· ~ DIST COUNTY ROUTE Oro APRIL 14. 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .O/2.O ofESSIO TEV . GIFFE ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 EROSION CONTROL PLAN SCALE: 1"=40' -(0 0 oc LLI -(0 0 oc LLI (0 ~ !?3 < oc □ N t!) LLI (I) t!) LL . EC-6 is : =====================~------------------------~F]o~R~R~E~o~u~cE~D~P\LA~N~s~::~o~~~\l-~-T-~~~--------------------------T----------71~rv-n1~~m,i~nu~l=".'"'.r1.,r"l,J~ ORIGINAL SCALE IS IN INCHES I I 1 1 DWG. NO. R-5689-S I I I I 'I I I I I I X Cl w >--VI ca > Cl w w a:: VI w > I-w <t a:: Cl X w r--r--I-O'I O'I <t ' ' "<T '<t 1/l ::i: ~ C!) J ' Cl>-->--wca ro I-Cl <tw Cl _Jz w ::::i c..::, :,,: u_ u _JV) w <tW :c UCl u X X ~ [D cu . -(J) "' . X FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I I I 2 I 3 I DIST COUNTY ROUTE IL TOTAL PROJECT L T Ora I .012.0 23 133 kG· REGISTERED CIVIL APR IL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 Jl..t 0 0 • C, QJ . co EROSION CONTROL SCALE 1"=40' CIVIL PLAN EC-1 DWG. NO. R-5689-S ,.,_ 0 er: UJ ,.,_ 0 er: UJ ID I ill I!) LL ~ X ~ ~ -C: >-co 0 LLJ (/) > LLJ 0:: X WI'-- t-O'> <t"-q- Ill ~ ' O>-wca t-0 <tw _Jz =>o U- _J(/) <(W uo X X X g ~ 0 LLJ (/) > LLJ 0:: LLJ t- <( 0 ..... O'> ' q- :::E C, ..., >-co 0 w :,,:: u w :c u MACARTHUR X ---r 0 Cl'.) '-t 0:: < > 30 ~ a.. 0 >- • f-- 1 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I -·- I I 2 I CURVE DATA 3IE NO. REFERENCE b. R L T •A CENTERLINE 21°45'31" 2400. 00' 91 1 . 42' 461.21' B N'LY CURB 21°45'31" 2352.00' 893.19' 452.04' C S 'LY CURB 19° 50 '58" . 2448.00' 848.08' 428.33' D MEDIAN CURB 21°45'31" 2400.00' 911.42' 461.21' * CURVE INFORMATION GIVEN IS FOR ENTIRE LENGTH OF CURVE >< 3 I " N I .J ~ DIST COUNTY ROUTE Ora I .0/2.0 24 133 QfESSIO/{ ICHA J. BRUZ APRIL 14, 1997 ~N -o-. -36-19_8_1 PLANS APPROVAL DATE I ~~~~~~::,;o-;:"l""~:-0---'""\\"-f[ XP 6/30 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD CIVIL NEWPORT BEACH, CA 92658 OF CAI' ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE @-CONST PCC CURB AND GUTTER PER CALTRANS STD PLAN A81,TYPE A2-8 @--CONST PCC MEDIAN CURB PER CALTRANS STD PLAN A81,TYPE Al-8 @-CONST PCC SIDE\./ALK PER CITY OF NEWPORT BEACH STD-180-L @-CONST O. 55' AC OVER 1 . 85' CL 2 AB @--coNST ROLLED CURB AND THICKENED SIDEWALK PER DETAIL ON SHT C-2 @-CONST 30 MIL PVC MOISTURE BARRIER @--coNST COMMERCIAL DRIVEWAY APPROACH TYPE III PER CITY OF NE\./PORT BEACH STD-166-L \./=14' Y=tO' @--CONST FULL DEPTH AC (12" MINIMUM THICKNESS> RECO~!O fDRA'5J;~jG v · 5o-'19 LAYOUT PLAN SCALE: 1"=40' L-1 DWG. NO. R-5689-S -0 ..J -0 ..J (0 m co Ol N z ::) ::;: N (!) w fJl (!) u. . =-Q_ . 0 0 ::) .. .. 0 I I \ I I I I I ~ ~ • ij • a / ~ z l: 0 r 0 ill n O 0 ! I ~ 0 ~ 7 X ~ ~ ~ ~ ----, --:'.:I Cl w >-Vl ca > Cl w w a:: Vl w > I-w <( 0::: Cl X W CA n I-O'I OIi <( ' ' "" .., t/l :a; ~ C!) J ' Cl>->-wca ca I-Cl <Cw Cl ...J:z w ::::) (.'.) :,,,,: u_ u ...JV) I.J.J <CW I uo u X--1 X X \ ' \ N 21i'i600 N 2171800 F./B070800 ' \ M 21'12000 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I NO. A, 8 C D REFERENCE CENTERLINE N'LY CURB S'LY CURB MEDIAN CURB 3 I CURVE DATA * [::,. R L T 21 • 45 '31" 2400.00' 911.42' 461 . 21' 21 • 45 '31 " 2352.00' 893.19' 452.04' 19°50'58" 2448.00' 848.08' 428.33' 21 ° 45, 31 " 2400.00' 911 . 42' 461.21' ( DIST COUNTY ROUTE Ora REGIST~NEER APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2 .0 . J. BRUZ 36198 xp 6/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES @--CONST GRATED INLET PER_ DETAIL ON SHT C-1 • @-CONST CURB AND GUTTER PER CALTRANS STD PLAN A2-6 @--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\,JALK PER CITY OF ~NE\JPORT BE~STD-180-L D@ ::MST "y~ ·c O"~~ .._;= ;; .. MI;, ;;;;c I 2K~l~~;v ~-CONST 0.55' AC OVER 1.85' CL 2 AB -0 ~ D @-CONST PARK\JAY DRAIN PER DETAIL M ON SHT C-1 _j @-CONST ROLLED SIDE\JALK PER ~ @-CONST 30 MIL BARRIER 1-w w WI z (J) __J w w (J) CURB AND THICKENED DETAIL ON SHT C-2 PVC MOISTURE @-CONST CURB TRANSITION PER DETAIL ON SHT C-1 RECO!RHiJ [VRAI\J~DNG ~-BO· &J"? LAYOUT PLAN SCALE: 1 "=40' L-2 DWG. NO. R-5689-S -N 0 ...J - N 0 ...J w 00 00 (1) N z ::J ::;: N Cl I.JJ (/) Cl LL . :,, 0.. . 0 0 ::J .. .... D I I I I I ~ r □ ~ □ ~ n 0 □ D CD 0 i3 ~ CD ; g i . □ ~ ~ • z '" I; ~ ~ !> / ~ z r g ! ~ n • O 0 ; . ~ • 0 : ~ ! !I g ' z ~ ' " u- !i • "" U\ --' ~ X X X X & X CALCULATED/ uATE b : : i DESIGNED BY MMS 4/97 REVISED BY Wi_ , , , , , • CHECKED BY JGM 4197 DATE REVISED &(qq , , , , , 0 "Tl ::0 0 -::o G) z ::0 l> l'T1 'O C t/) (") (") l'T1 l> 0 ' [Tl -0 ' Pl z I\) ::; /"" ~ 0 0 2 Z\ () 0 ?.: N ~ / ~·"" N ()) 0 0 /\ -- .0·z? o'!> ,;, "> ·1, 1., \ 1;. ·1, c,\·~1\1:.:z.,.' "'"' s \ 1 \ ·- SEE SHEET NO L-2 MATCH LINE STA 165+00.0 ~ 1 65 00 00 I ,, " ' ' \ . ~ . + • ' ~ I Jt· I ' t PARKWAY 1 1 y V,IERT/ / 12 .111.: ' I 1;i I • ! . _.•,. ,,,,,., .. ,. I N I I ,,¼ N l . I lrf I ~ I I i II 1 J II 1 {',)/ 1s1+00.oo 11 r. I 11'1111 t PARKWAY cu~ VfRIT / I' I/ 11,v, 161+38.45 BE~ r I / '1·; /{. 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N w • -1-l -1-l • z <,J (") fTI <,J - !~~ -I fTI .., a, =6 z ~~~ ;C a, §6 £!~; fTI fTI IS) < )> N l> (") 0, ::c :c {J1 0 0) --. . z 0 n OJ > 0 • 3: rn ,c n ::::0 l'T1 • • 1'11 rn Cl r-r z "Tl --< -< --I rn > l'T1 z ("') n ::u ::::0 C C r-rn n ::0 ::u -z C OJ OJ z n ::u 1'11 rn OJ I'-t-, I'-I'-----n 0 0 0 0 U7 U7 U7 U7 [> C aJ aJ co co :::0 • • • • w w w w < t-, t-, t-, I'-• • • • n, N N N N 0 w t-, w I'-(!) U7 I'-0 > N CT) I'-0 • • • • ::::0 -i 0 0 0 0 0 0 0 0 > • • • • ----* -1-l -1-l -1-l -1-l U7 (!) -U7 N (!) -1-l co • • • . r I'-w N N w N -1-l (!) • • • • (!) (!) co (!) -I'-(!) N -1-l N (!) 0 • • • • CT) -N -1-l -I w co N 0 • • • • 7J )> ~,. r-l> '"CJ z :::c ~ t/) l> r -0 7J ::0 J,,. 0 • < l> r- U) ~rt) 0 l> U) -.J -l [Tl I z co "Cl co ::::0 co G) fl1 ""P' ~ U) 0 0 "Cl -0 fl1 -IJ CD -IJ C :::0 rTJ )> R EG151, 6'= -I z fl1 • I :::0 ' ' -I Cf) ~ t:l Vl :z C -I ::::0 co r -I "Cl -I -I "Cl Vl !' fl'\ :::0 (f) I CJ1 n -< rn -< rn fl1 g ,:, c:.. i:! fl1 I ,_, 0 • ...... "Cl :::0 "Cl :::0 :::0 0 • -; n fl1 -I fl1 fl1 -.., n ~ l>I --;:,::: -I n -< "Cl n )> "' < 0, ! ~}}}/ r---I ,. r-<,J n rn > r > > fl1 > fTI ,;: ~ U) I z -o-N :::0 r Vl :2,_ 0) N fl1 r N "Tl I I -I 0 co co ::0 > > I I ~ CD z (/) Dl: IUDD.PV.FGISEG2MUN29886L03 <L03> nNA.81:ii!CM03't:f <JOU.WOdtlOO 010H N';'ld • ----- - -., .,.,,~,n,...,,,., • .,,,.,._,,..,,.,,v,o -- t:lV!;!O t138WnN A9 t:l~□il:I '01N80~11'Q':l '3NIM::f! • NOil~:) 010H N\f1d ££J -:JO / --• ••"•'"'""'"'"""''"''"""'•"" - l;i\l'\;LO l:B81'"ttlN AS t:'clOl:I03ti 'Q'IN!:f0311'vn '3NW::f! • NOOWOdH08 ITTOH N'lflc:I 01'2 ·LffS [ ------- I ! --• ~!Ill SllU NIJ 1111 w~,o 1;1381"1 ~l:iCBn'V:) '3NIIU:!I • I I I~ ("') 0 0 C ., z 0 --I -< ::0 0 I C --I [Tl • 0 ' N • 0 I~ IB X <EJ c:0 ~ >-!Xl Cl w Vl > w 0::: X w r--t-O'> ' < 'Sl" V) ~ ' Cl >-w ca t-Cl < _J w ::J z u 0 _J Vl < w u Cl X X X ~ --5 Cl w Vl > w 0::: w t-< Cl r--O'> ' 'Sl" ::!: r.!) --:, >-co Cl w :,,,:: u w :c u • 0 I I I 2 3 CURVE b. 41058'34" 41 ° 58 '34" 41 ° 58 '34" 41° 58 '34" 41 ° 58 '34" DATA* R 2400.00' 2344.00' 2456.00' 2392.00' L 1158.29' 1111.21' 1199.32' 1152.43' + T 920.10' 899.22' 942. 18' 911.63' DIST COUNTY Ora ROUTE ~~ REGISTERECIVIL ENGINEER APR it . 14 • 1997 PLANS APPROVAL DATE EWPORT BEACH T CITY OF N LEVARD 3300 NEWPORT ~A 92658 NEWPORT BEACH, I .0/2.0 ,ESSIO,V. CHA J. BRU S 36198 a: No. 6/30/ xp CIVIL O; C ROBERT BEIN, WILL!~M 14725 ALTON PARKW IRVINE, CA. 92718 FROST AND ASSOCIATES CONSTRUCTION NOTES r,"\__ PROTECT IN PLACE ~ ER CITY OF ARKUAY DRAIN p S f1d\_ CONST P STD-311-L AND A ~ NEUPORT BEACH DETAIL ON SHT C-1 MODIFIED PER ER PER CALTRANS @--CONST CURB AND GUTT STD PLAN A2-6 AND GUTTER PER @-CONST PCC CUR:LAN A81, TYPE A2-8 CALTRANS STD CURB PER @--CONST PCC MED !~~N A81, TYPE A 1 -8 CALTRANS STD ALK PER CITY OF ~ CONST PCC SI □EU -1 80-L ~ NEUPORT BEACH STD 1 85' CL 2 AB 5' AC OVER · @-CONST 0. 5 DRAIN PER DETAIL EXIST PCC SIDEUALK CONTROL JOINT 1"-10' LAYOUT PLAN SCALE: 1"=40' {._) 41 • L-4 DWG. NO. R-5689-S ~ 0 ...J - ~ 0 ...J (0 co co (]) N z ::) ::E N C!) w (/) C!) 'I.J.. . :,JC Cl. . □ □ ::) .. ~ □ I f I I ( I i I I I ~ :t 0 r 0 ~ n1 8 l ~ ~ l i ! ' e □ ' 7 X <El ~ ~ >-ro 0 w (/) > w 0::: X wr- t-m <C ' s:r 1/) ~ ' 0>-WaJ t-0 <Cw ...Jz ::::l Cl u_ ...JV) <CW uo X X X c--~ ---.:'::I 0 w (/) > w 0::: w t- <C 0 r-m ' s:r ::; (.!) J >- aJ 0 w ~ u LIJ :c u f-rn (D 0 -'1 ~--1 0077t.lZ N I 00971:.\Z N CURVE DATA* NO. REFERENCE b. R L T :; --~ .. ~--•' --- 20 _,_ RI\./ I I 000St.iZ N 00871:.\Z N 0 _:::; 0 DIST COUNTY ROUTE Ora REGIST~NEER APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2.0 ofESSIO ICHA J. BRUZ 36198 . MP 6/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA, 92718 CONSTRUCTION NOTES @--CONST PCC CURB ANO GUTTER PER CALTRANS STD PLAN A81,TYPE A2-8 @--CONST PCC MEO I AN CURB PER CALTRANS STD PLAN A81,TYPE A1-8 @-CONST PCC SIDE\./ALK PER CITY OF NE\./PORT BEACH ST0-180-L 133 @-CONST O. 55' AC OVER 1 . 85 ' CL 2 AB @-CONST ROLLED CURB AND TH I CKENED SIDE\./ALK PER DETAIL ON SHT C-2 @-CONST 30 MIL PVC MOISTURE BARRIER ~ PARK\AIAY DRAIN tp @-AZ-to CURB-II.I/JD GUTTER. ....I 0 z 1- LJJ LJJ I (/) LJJ LJJ (I) FlECOIFU!l [)f\LAW~NG c;. 30·99 LAYOUT PLAN SCALE: 1 "=40' L-5 -Lil 0 _J - (!) lJ. . ;;, a. . 0 g FOR REDUCED PLANS o I 2 3 ·· L _________________________________________________ ---20:'..'.:R'.'.::IG'.'.:IN:'.:A'..:.L_S::C:'.:A'.:L.=E....'.1:.S....'.1'..:'..N....'.IN~C::.'..H'.::E:.S_~I ====I=:='=='====-' ___________________________ L _________ _Jl..!:D!!W~G~.~N~O,L.~R:1:-:..:52!6!2!8~9;2_-:,;S~ __ _J~ I i I, I I I I I I I ~ z ~ 0 ~ n O 0 • '!l ~ 0 "l ; Z 0 ~ z \'! • 0 ~ ~ t z !" ~ ~ 0 ~ i t,s :c. t"4 ~ ~ X ~ c:D ~ >-co 0 w Vl > w 0:: X w t-I-a, <(' ... VI ~ ' 0>-wca 1-0 <(w -'z :::i 0 u_ _JV) <(W uo X X X 8-~ --S:l 0 w Vl > w 0:: w I- <( 0 t-a, ' ... ::; C) -, >-ca 0 w ~ u w I u ~fa:::? -""'''-''"' '------':V• :::·:,:::•• ---007,t.09 3 OOZSt.lZ N I oozst.,z N .. - FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I n-i /rn CURVE DAT A )IE NO. REFE:R[ij'CE b. R L T 3 I DIST COUNTY ROUTE TOT AL PROJECT Ora APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .012.0 ofESS/o ICHA J. BRUZ 36198 P 6/30/ CIVIL O; CA'- ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE @--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 NE\./PORT BEACH STD-180-L @--CONST VAR I ABLE AC OVERLAY (3" MINIMUM THICKNESS> @--CONST 0. 55' OVER 1. 85' CL 2 AB @-CONST ROLLED SIDE\./ALK PER @-CONST 30 MIL BARRIER CURB AND THICKENED DETAIL ON SHT C-2 PVC MOISTURE @---CONST FULL DEPTH AC ~----(12" MINIMUM THICKNESS> ~ AZ-h CURB AIVD GiUTTER ~ @-PARKWAY DRf/J!U~/5 L1J WI z (J) R!ECORfO D~A~JDNG 0 • BO· ""J"? LAYOUT PLAN SCALE: 1 "=40' L-6 DWG. NO. R-5689-S -(0 0 _, - (0 0 _, (0 ro ro 0) N z ::, E N t!) w (/) t!) LJ.. . =-0.. . D D ::, .. " D _, I l I I I I ' ' ' ' • ! ' ' ~ J; 0 ~ 0 ~ n 0 i ~ " ~ ~ z 5 s z X 43 ~ g; ~ ~ c::::i w >-Vl co > c::::i w w a:: Vl w > t-w <( a:: c::::i X w r-r-t-0) m <( ' ' V V Vl ::i; ~ C) ""') ' O>->-wco CCI t-c::::i <Cw c::::i ....Jz w ::::, (.!) :,.:: u_ u ....Jt/l w <CW :::c u c::::i u X X X NOTES: 1. MEDIAN to I ....I 0 z FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES ( I I 2 I \ • +---.. " i "'-\ NO. '.A·-/, B • 3 I REJ=.ERENCE !;''L Y\CURE[-'. t1ED1,A'l\l-t{QSE , . \ \ \ X DIST COUNTY ROUTE 1CU.R'Vc"c0A T If. '" 11E~ Ora I .0/2 .O 30 \ti,_ -"· ,,DR/ .,,-,-:_ • -., 4!.l .,;' (5''-08"-'--·6Q(JO1.-0Cf"!.--~ --- , 1l30-\..do ' 0.0..!!----;3.00~ ~I,.._/ :j"zs~. 20,,, ~-. \ ~ 9._4\2' ' . T 144. 13' REGIST~NEER APRIL 14. 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ra ~ 1:" f" !GI !R'- !R'-fe) iRI 11Q//ra 11'.,m""" 1t11 i-.i;:_, ~9 \.\J) :_f"'U a;; tldJ fu""'!lt/d<l. t1'fl u rr •ij i~J (d•50·'7'7 LAYOUT J. BRUZ 36198 . xp 6/30/ PLAN SCALE: 1"=40' L-1 DWG. NO. R-5689-S 133 -r,- 0 ...J - r,- 0 ...J U) co co Ol N z ::i :le: N {!) LLl (/) {!) LL • :, 0.. • D D ::i .. .... D ~ • ill n i g ~ • 0 .., ; ~ a : ~ i • z 0 l C Z I i . • 0 i ul :ii : ► <: ; :0 ~ ' . 1 • ~ ,: 0 6 i ill n I i I i ~ ~ ' i: ~ 0 ,, - X X x- X X 246 >-al 8 230 Vl Ci IJJ Vl > IJJ 0::: > IJJ 0::: IJJ I-<( Ci ::i; 240 ' Ct>-wro C) .., I-Ci <(IJJ Ci ..Jz w Bo t3 .JV) LL.J <( LL.J :c UC! U 238 230~ 232 238 230 STotton . ·---\- ) 1--' ;_ :-----· - ~ ~ ~ ~ ~-·. ~r ::;; """. 11·· "' ~ . == . .. s ~ ;;I . c :ti) -• . ;t:f) ..,,..,,, ,··· ,9±i::f) ~- ~ c= ~·~ 1-1· • : ; -- -~R-Afl, § ·. B 1::.t;;,gt=£:1,.,=g:¥J\':f:l:I::01'f .. ... <A:J\fS:Ef::l'r::G .. ::~filB=:::JEE:£-=!~ ---•~ =OOR . ·• --, .,. tJ 153 . J -' T :j: ' 155 • DIST COUNTY ROUTE TOTAL.1 P~16JfcT Ora I .O/2.O 31 133 yta.OfESS!0.\14{ lli,:y, MI CHAEL "4-., ~ J. BRUZ %, APRIL 14. 1997 ~ --3-6-19_8_1',l ~P-LA~N=S~A=p=pR'""Oc.,..VA'"'"L~D=-,A=TE=-----t ~No, ___ * CITY OF NEWPORT BEACH Exp.5l 30IOO - 3300 NEWPORT BOULEVARD .s-'4,.e ....._civ_,L __ ~~" ~~--1NEWPORT BEACH, CA 92658 or c~1.,~0 ~ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 ~ ~ 230 220 ~ 228 ~ 220 230 ~ ~ 222 228 220 230 222 , Cu. 1---1-------------------------------------------------------------------------------------------------------I Yds. c l"-mb. FOR REDUCED PLANS o I 2 3 ... , I T UI" !'JI-.. -·; I 1-1 .. Al • L--------------------------------------------~O:.:.:,R::::,IG::_:INA:,:L:....:::SC:::,:A:::,LE::.....:.:IS::....::.:IN~l::,:NC::::,H:::,ES:::...___!f:::::::=:::• ==' =:::l=::l=='=:::::::..I ________________________ L__ ________ _L!:!DW!!!G~•!!.....!N~O!.!■~R.::.-5~6!2!8!:!.,9~-::;S~ __ _J~ I I I I -~ X X x- X X 226 =ct \ ------:,.-----··->· -- ' -- >-((} ~ 8 218 V') 0 LLJ > LLJ 0:: V> LLJ > 1-LLJ <( a::: 0 220~ =~ 226 7-'LtJ-I -1 -, = ~ ! _ ~ ~' --" • ~--" al; __ ~ EE$ ~ ~ . :'I' ~J~~-;-•·- ----~ * ~- 218 ~-~ 228 f9. ' ' -220 3 226 218 E Stotlon ~: : " ;-·,· ____ ,, ______ ,_ ~ E ~ ffi ''mco ~ :f;t-1:,' ·.1.... -.-=iv\l. 'll"':e!' -,-- --~~ ~ = - ~ ~ -" ,:: ~ 160 ~ " -10 :e .. ·-··· --.; - " ""·"' :;=Off ~<§x;(ir' ~'ll~ ; t==, ;· __ ...( ,- ---~= e~ -•=· C , . ~ ~-rr ~ _,_,_ ('\j:>, 11\Ge . -~· 1 61 ~ ~ r r . ' -. ~ -~:::i:=::::E' " ~-~ =~ . !:l=l.;E!l~ " ,Ii - ' -' ·,t ,, -~-E 0.0~ .' _, __ ,,_ --;g:;~ 4"'S-,.=: =)1, • _1 ·1..:..--1•~~ ::Q_;j .,-,.'" ::.,-=3,:) _ _ : '1-= 1,;_ ,.:t:, :{;)~~---~-s " -, e~- -_ ---~~ m ,, . r.,;i ··-__ , _________ _,_ -----. ' . ---'----· .... -, .. "'" 13')_ _ :r.1 '---' ;:l. tf-) :-;()'i) :-:" ' -~ ~ --~~ gg 3S DIST COUNTY ROUTE -Ora I .0/2.0 32 133 REGIST~NEER y1<0l'ESS1oi_,4{ I M I CHAEl ~GJ. ~ J. BRUZ ~ APR I L I 4 • I 99 7 ~ 36198 ,;;i ~P~LA~N~S~A=PP~R~OV~A~L~D~A~TE,-----I ~ No. J CI TY OF NEWPORT BEACH Exp. 6130/00 '/1---i 3300 NEWPORT BOULEVARD -i-.,..,,..(' ...._c_,v_iL--: ~~" NEWPORT BEACH, CA 92658 o, CAI,\~() g.---1ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY ~A. 92718 218 210 E ~ g $ § ,,,,,,,,,' E "' ,' --~ ,:-.... ~ ~~ s§ , 220 210 220 33 218 210 I- 165 Cu. I--i~-----------------------~------------------------------------------------------------------------1 c.xc. Yds. •. t:.mb. -N 0 0. ~ to a, a, "' N z ::, :,: Ill w ~ (!) LL :,, 0. . 8 FOR REDUCED PLANS o I 2 3 l,; I TY Ut-I ~~ "."• ::. L-------------------------------------------~OR~IG~IN,::::A~L_:S'.:.::.C:.'.AL:.'.:E....'.IS::...:IN~INC:,:H::_ES:_~l:=:::::':::::::::::=I :=:::•:=::I:=:::' :==..1 _______________________ __L ________ _LJ~VnG~_t:!Q.L..!R1::,;i&~~::,;~ __ __1," . • • • 0 I X X x- Cl w >-(/) ca > Cl W w a:: (/) Lu > f-w <C 0::: Cl w r-r-f-O'> er, 1:::': ~ -~ 214 206 = vi ~ 214 ~ J '-Cl>->-wca ca f-Cl <CW Cl ...Jz w ::J (.') :,.::: u u ...J(/) w <CW I UCJ U 206 214 € 206 ' ;-- -'·· ~ ' l i .__;~ -~ ; -~~----- ,_._, , f- ' -~~-~ ~ij~ -,:~-' _er: ---~ ~ .. i.g~- - _3 .. ,: ,: _ ---B ---~ -~'"flfi -~ ~ ~ ,:sRffi ~ ~ ~ E ~--~ -- -------~ ,~ -. ~ - ~ ~ -g~-i. ~ g . --:::1 -- ~0:0 --<~ -~ ~ ~ 1111 = -;;;:,·(JJf)<'~' • -,- DIST COUNTY ROUTE ,-,_u::, I Milt.::, ::,~/=-t. 1 1 u T AL TOT AL PROJECT NO. <::1-1 .. ,. , ._, -Ora I .012.0 33 133 ?1'0FESSI01;4{ §"47 MI CHAEL '1-~ !!! J. BRUZ ~ APRIL 14, 1997 ~ --3-6-19-'-8-,; ~P-=L~AN~S=-A~P:=:PR-:=O:"=VA-:,L:-D~A~TE~----\\4t N;~P 6/30/00 *"/1--i CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD ~~~ ..... _c1v_1L---=~~~ NEWPORT BEACH, CA 92658 °~ cM-'~0 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 g ~ 206 198 ~E206 ~ s19a ~ ~E 206 198 ~ B--1-----1 21 6 --•~:B:~:g~ ~.~ :~.+i>.D~.£>~ . cl" -~ a:,,-5G!ii-1 ,;,z -0.:-~,, ,~- X X 208~ gg -r 214~ ~ ~ Statton 165 166 •·· ;:m~w~ • - - ---_,ltflo'I~l'.-t~=f!:IR - ~ 1R1 169 ffi -a~~~ ~ 110 • ~ ~ *-~- ·-~ - ·•-- ~ ~~-- -~: ~ ~ ·-,· ar --00- > ¥-= ~· J : ----~ if _€!)-~@ ·---~ m ~ ~ -· ------·- ~ fil 11? ~ 113 =l: ~ ~ § --~~ ; -•-, it: ,;,t~~ C;3 # -% :---I=! --~~-'i.·.-=·=~ ..,,, t=t -'" ~ =t = 200 §s206 ~198 Eam 3 Cu. t--:l---------------------------------------------------------------------------------------------1 cc.l,:x=c·t----------------------------------------------------------------------------------------------1 Yds. L Jcmb. -(') 0 0. (') 0 0. (0 a, a, "' "' § z: "' (!) UJ .,, ';;, IL . :,, 0. • 0 FOR REDUCED PLANS o I 2 3 1.,; I I 1 01-Nl:.W I -~ '\Ct ,? L _________________________________________ ~O:'.RIG:::IN'.'..'.'.A'.:.L...:S'.::CA'.:.'.:L:::E...'.:IS~IN~l~NC::'.:'.H::.:ES'.,_~I =='==I=='=='==' =::.I ______________________ _L ________ _jj,0!}'.!W~G.!... _JN~O~._!:iR-:_;52!6~8~9_::-SL __ _I~ I I I I i - I - c X X x- X X ·-----• • ~-,:'/_ ., \ ,-' -{· ----~ ', ... -,~ -• I ·,_:: i ' 1rm•••;• -••• "" 3§'§ . ·-·----·-,-----· ··-· . . r gg """"~~ -. -s __ -~ ·-·-.~~-=="51 --·.,,.., :::::!::::-_ ~- t'U:, T Milt.:. DIST COUNTY ROUTE TOTAL PROJECT -Ora I .012 .0 34 133 ~---1 ~v REGISTERECIVIL ENGINEER : 1-J 0:,:::::: ·- HY·- 3 '?l'ofESSI0,\14{ ~,:;. MI CHAEL "'1<> fa J. BRUZ i APR I L I 4 , I 99 7 ~ N_o...;;..a,.3....;;6:..;..I =98;;;;._ '.l PLANS APPROVAL DATE I • I ...,_,.,,,.........,,.___,,,.,,,.,,,,.,~....,.,,.,.......----•\\'i' Exp. 6/30/00 ~-,-CI TY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD .r,.<I;-<' ___ c_,v_1L ___ 11-~"" NEWPORT BEACH, CA 92658 or cA\.'~0 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVIN!• CA. 92718 ~ ~ >-ro ~ 206 ~. 3 -~----~ ~ ~206 0 w VI > w er:: 1/) ~ '- > w er:: w I- <( 0 O>->-WOJ co 1-0 <Cw o -'z w QO j _(VJ w <CW :r: uo u .... ........ .... .. ... ---~ ... ········ .... -,- ~ 206 ~ s m:-~ ~ -~ -§ ' • =• -II 206 < ~ -'-:. -..JI~.. :.i 1f;;r -e • '" ' -~ -.,,,., ,:;:.-"';;5~ J •• /.-=:=,1-.1: -sf! 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Ar_;t L------------------------------------------~OR.,:::IG::_IN::,:A,:_L _:S~CA:::L:::.E_:IS::._:IN~INC::_H::_ES:_~l=::::l:::::==::I ==•==I=::• =::!.I _______________________ _L ________ __JJD:!!W~G~._riNO~. J:Rt:-:_;;5~6~89~-:_;SL __ _J~ I I ~ X X x- X X 198 ~ ~ 190 >-co 0 w Vl > w 0:: w r-1-O') <( ' ,...., 'SI" ' 0 w Vl > w 0:: w I- <( 0 O>-->-WCO O'.l f---0 <Cw o ...Jz w :::J Cl ~ u_ u 200 •. ·i " ~ !--·-1·· ·-, .. , -·<----. ·, .. -.~---' --:,-·l .; -· _, -· , -r-r-7 , .!. t -I . ,· .- 3~ ·-~~~. --~-~ • m ===t•,at . •~ • 1:m cf~ _ rn --83 I ...JV> w <CW I uo u 202~ 204 196 202 194 gg Statton 183 Cu. Exe. ~ . .. -. = "---"' : df:. --~~ . -~--= t:" = . 0) EE' .. • 0) •i-° •. -l'..J-1~ ' c_--• " -r=:~ .. . . • ,;::::::ttt e = = EEO: ,-~,1,;; e,;J ' . ~~- --~~ ~ . ~m -=. ' - -•. 1-:- .... ... -" • EE~--- ~!- --~ .. 1 Rt -: EE ... ···--, ... - ~ ca [j'.) 188 ~E~.:D.!iEP.F-E4-:0JV01' W: c. ~ c ~:o='/4:a= l"'lE@=1'-"' •• ·: . -=- ····3-·· ~~~ ·~f~.- . Ill --I'S . -. : 1:-,'fiffl .. ~ -· ~ ~ . ~ = -··· -~ --~ .. ·- ·---~ .~ ···- ··Ss •••• ~-~ .... -~f'';st:~ ~~ -~ ---~ ~ -:&= • ~r rt-~: I~ --~ .... :t:::=~ ~ a:r e. , 7 142 134 DIST COUNTY ROUTE -Ora REGIST~NEER Pu::, T MILE TOTAL PROJECT I .012.0 ~u~i:-T TU1AL NO. C.He'" 1-., 35 133 111,ofE5510iy4( 4'1,:y, MI CHAEL '\, APRIL 14, 1997 f1 J. BRUZ "%, PLANS APPROVAL DA TE ::! No 36198 '!ci l'ic~1T°TY~O:i:!F~N~E~WP;i,OR~T~iBE;;A~C::":'H---~\~ E 0 •P 6130/00 ,l.-,1--4 3300 NEWPORT BOULEVARD J',..., CIVIL • ,..,. ,..~ ---= ~~ NEWPORT BEACH, CA 92658 O, CAl-~0 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 182 -~116 gg ~ g §3 ~ ~ ~ • 180 112 182 114 180 112 118 110 -u, 0 0. - ~ 0. tD a, a, a, N ~ :,: N "' !!i "' "- :> FOR REDUCED PLANS o I 2 3 ~ ,_ _____________________ :__.!.,• -------------------------~O~R~IG~IN~A!:_L~S~C~A~LE:._!:IS~IN~IN~CH~E~S:_}l=='!::::::::!:'=='!::::d:1=='!::::d1 __________________________ L _______ ===cc~~lr~T~U~f-::'~'~w~,.u~.-~ .. ~,~~~L· 'l~,·~LJ~ DWG. NO. R-5689-S , Yds. ~"·~=========================================~====================================================================1 ::b• I I- I I I X X x- X X >-ca Cl w Vl > w a:: Cl w Vl > w a:: w I- <( Cl 110 ~ 180 -, '-Cl>->- W o::J o::J I-Cl <CW Cl -lz w GOG _J(./) w <CW ::C UCl U 112 182 ~ 114 ~ -~~ ~-~3 ....... • .. " . ~~R::'EI:fl!SI "~:0:0~ 184 116 182 EE 114 Stotlon Cu. r ~ ,. * -----l -__ ..,.__ .':'.\ rn ---~, • 192 e ti;, _ ;=1;__ §:e-;::rfrt~trB~'O~Jl -•~;;;, :':.-:2.£:l!,!~-,,~-BB, ... ~ - iB ~ -0: ti;, Er.I . - ~ ~ ~ ~ •• ~ ~ ,c -~~- j -~ ~--~ ~=fJ!xB ID . (X) -- -ro El . ~--·· 7"---···-1·· ' ~ J _, ·1 ~$ = -0 gg 100 ... ·-:'<I ".--; h.. " " rr:r ... ·'CQ.::::= DIST COUNTY ROUTE -Ora 1-'US I MILl:.S TOTAL PROJECT I .0/2.0 36 133 v1<ofESSro,1-4,: g,:y MI CHAEL ~c:. & J. BRUZ t .,;.Ac;.,P,.,..;R:,,..l .::::;.L ==-=( 4:.-,;,•:..,..,..,:.( ..:,,9.:::.,.9 7-==-----I o: No 36198 " ....,...,P,,,.L A,,_N_,,S,,,,_A..,PP""R""O""V""'A""'L .,.□.,,A.,,T,.,.E.,,.,.,. ___ -\ \'~ E~p 6130100 ~ll--1 -1-----1 CI TY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD .rr,.,.e-.... c_,v_,L __ ~ .... < ' ~-;:- ~ 1--L ~ F-EE~ ~m ~ -•-,;, • ?()() NEWPORT BEACH, CA 92658 °r CA'-''o'I' ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 ~ ~ ~ -;;. ~-;.,. , ~:i-f.Jii. • -~•-of " ., flf:±-1\,,~ 1/J-··f ; -. . " -~ i::3 ~ r 196 188 194 186 196 188 194 i=xc. Yds. t,.:;:=-t-----------------------------------------------------------'----------------------------------------------------------__J t:.mb. FOR REDUCED PLANS O 1 2 3 l, I I y ui-•·-··· ·v~ 1 ~LA•· 1...-_________________________________________________ ___:0:.:.R::.:IG:::IN.::.A=L_S:,:C::.A.::L=E...:l=.S_:l:.:_N__:IN:.::C::.H=E=S_..::I==:' =='==' =='=='==..I ___________________________ L _________ _JL!D~W~G,t.~N~OJ..~R[-:_!52!6§!8~9~-::S~ __ _Ji:l I I I I I I I QI 1' X X x- X X >-co 0 w V) > w a:: wr- 1-O'I <t'-,..., '<:f" 1/) j 0 w V) > w a:: w I-<( 0 r-0'! ' '<:f" rs 200~ -, 192 ~ ~r ' ~·111~ • 19.l~ F-~ 186 196 18.l 19.l 186 Stotfon Cu. -"" __ ID_ --.4.JJ. ..,.,,,, ~ ~--~-•• 20" ~ ffl ~ "' -~ cl~ "''•~- -e' -., , . ?01 .:L,."'t.:U.:. ------·-.,,, ___ .. "\ -·· ---;- ~ ~ 202 ffi ffl ?04 l .. ·•--~,ffiEEBE ,~ :~B- - :l .. :,., -€1 : -::m ~ ES . • . -•- "" ' 20,' ' t-----( ... __ /_ : ·-> ·---, -·" ... ; ~-""1 -------~ ,-... ~ ~ EB ~ 3 EE§ ?OR 209 DIST COUNTY ROUTE -Ora POST MILES TOTAL PROJECT I .0/2.0 ~ Ht.t. l I u I AL NO. IC::HFFTS 37 133 vl'-ofESSI0,\14~ IS',:; MI CHAEL <%-0 !5 J. BRUZ %, APRIL 14. 1997 ~ 36198 '::l PLANS APPROVAL DA TE I No. I 1-■-..,,;...;;.;.;,,,.;.;;...,,...;..;..,,.;,,.;;;.,,.,,,,..,..,,.,..,....--■-. \iC Esp 6/30/0Q ,....,_ CI TY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD J'"4,..t _c,v_iL_ ~~ .... NEWPORT BEACH, CA 92658 OF CA'-'~ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 ~ ~ ~ ~ ~ j l,ti. t i-rF 'r-i·:-.;,• t. 20.l 196 198 190 .200 188 198 190 ,. I !Ji 'io "-~•x:=c·!------------------------------------------------------------------------------------------------------------. l L _J_ __ LYd_s.1Em:b~---------------------------------------~~;-;:;;.=n7:;;::c,:;-;;;-.;:;?""-----:--------;-----=-------=--------------------------,---------,crrvl51nTll""ffll'!\Jt'. § FOR REDUCED PLANS o I 2 3 l-I I Y Ut-1-.c.n,Ut( I i-1i;c A, :t t:". L-----------------------------------------------~o:'.:R~,G~1N:'..'.:A~L....:s~c:.:A:.::LE:.....'.:1s~1N~1N'..:cH'...'.'.E:.::s:._~1==' ==1==' ==1==' ==-1 __________________________ L_ _________ _L!o~w2.:G~ • ...!N.:!!O~-~R.!...-~s~G!!,a!.:9!...-~s!..._ __ _Jci I. I I I I I I i I I I r ------- X a w >-VI co > a w w 0:: VI w > I-w <t 0:: a X w t-t-I-O'I O'I <t ' ' q-q- Ill ::. ~ (.!) J ' 0>->-woo ID I-a <w a ...Jz w =>c:, :,-,: u_ u ...J VI w <tW :c ua u X X X • • (") IP ROCK SLOPE PROTECTION FABRIC <AMOCO-STYLE-2006 OR APPROVED EQUAL) FILL MATERIAL 1-1/2" MAX. CRUSHED ROCK • SUBGRADE ROCK BLANKET DETAIL NTS 2' TRANSITION CURB TO EDGE OF GUTTER 4 ,, 6" CURB FACE '---5 I DE\./ ALK ELEVATION > CURB TRANSITION NTS INLET@ ST STA 113+26.50 TO HAVE CURB TRANSITION t GRATE AS SHO\./N ON PLAN I BROOKS NO 1818 STEEL TRAFFIC GRATE \./ITH GALVANIZED FRAME OR EQUIVALENT \./ITH SLOTS PERPENDICULAR TO CURB FACE AS SHO\./N IN DETAIL HEREON I ~ .:,::::,:============!i;::;::1==11111:;:;t==========::::::l N 6" CURB FACE :::.:: ..J < ::. w 0 Cl) • N R=4" 8" CURB FACE 45° -----------------1 FLO\./ LINE PLAN VIE\J FACE ST STA 160+15 t GRATE '---5 IDE\JALK ELEVATION RECTANGULAR CAST IRON PIPE, ALHAMBRA FOUNDRY A-410 3"X 12-1/2" OR EQUAL SEE DETAIL "C" AT RIGHT "': .. ":? ": . .. ... ,--"'.'""'7"'.:-::-:---~2=~=-rr---:-:-~~~Ti-c_:-:_-l_L__--=~J '.[:°/~ ~ .• ~- ~-.· .·. :~:· ..... ·. :!~-:. -: .. :/_/=.~ ••• .. •• • p: •.••• t:,:.-1 ........ . i ,:::· -:::. :: ·! .. : ... ••• :>= t: 00 SECTION A-A PARK\JAY CULVERT NTS BROOKS NO 1818 STEEL TRAFFIC GRATE \./ITH GALVANIZED FRAME t GRATE AS SHO\./N ON PLAN I B I OR EQUIVALENT \.I PERPINDICULAR T ITH SLOTS ~ 0 CURB FACE > I I 111111 L 6" CURB FACE I Bl V 18" RCP PER DRAINAGE PLAN .... L 8" CURB FACE PLAN VIE\J '1g\ GRATED INLET STRUCTURE ~ NTS FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I I I 2 I 3 I • N y ..J < ::. w 0 ...... Cl) • N ~ • N < l s,, cu RB FACE L 8" CURB FACE PLAN VIE\J SIDE\JALK . . . . . . . . •-:~-.. ,-··.:: .. . . -·;_. : .. '; . . . .. .i. • . . • • . • • .. . • • . . . . , .. .;•.··4,, . . . . ~-. .. i. . . ' .. . • 1-1/2" • N :::.:: ..J < ::. w 0 ...... CJ) -< • N ~ • N 2" 18" 3" DETAIL "C" 3" 1-1/2" i _ __,_!2" I--.:.,___,..,.._.,..._-:-:-.. ~.-:-.-::-,~ .---'-r-n DIST COUNTY ROUTE Ora APR IL I 4, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .012.0 . oFE55l0 ICHA J, BRUZ 36198 P 6/30/ CIVIL ~ C/>.~ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 1 " ..... .-V'. .• J •.• . , -. . . . . . . . . . ~;_. _. ~-': . . . . . . •. ·-,:-,;. . . . . . . . . . . •. ~-... . ' . . ;, ,ti, • • : "· .... 1 ,, ... . . .. . • ~: V' • .. .9 ••• • 9 • • • . . . . . . . • -t. 133 1.,, •• ·"'· •• # .... ., ... . . . . . . . .. . . : .. : . : ... . : . i·:": •>;· T -1/2 1---r----;-;:;-;;------t ' 18" ~ ~2" .. SLOPE PER DRAINAGE PROFILE 6:' I A •• . . .: . . . . v. • . . . . . . . . ., ,· .;, ..... _ ~-·-.. :· . . ·'·· :" . ., SECTION B-8 NTS . •. ··>:-'> ... • .• : •. ·l>: .. . : . . • 4. . . . • ~-• ., 6" t: CONSTRUCTION JOINT CD RECORD DRAWING 6· &'.'· "'' CONSTRUCTION DETAILS C-1 DWG. NO. R-5689-S - 0 0 u - 0 0 u <D ID a, "' N z :::, :,: N "' w "' "' ... =-0. . 0 0 :::, .. .. 0 I I i !l ~ • • • ~ :i: § ill n 0 i i'l !ll 0 ! ~ ~ X Cl w >-(/) co > Cl LLJ w 0::: (/) w > I-w < 0::: 0 X wr-r- I-<n <n ~~ ' 'SI" Vl IIl 3l --:> :::!: ' O>->-Will Ill 1-0 <w Cl ...Jz w ::::i (.'.) :,,: u_ u ...JV') w <w :r: uo u x- X X __, . : . . ... . . .. 2'-0" 2 '-0" 10'-0" , • I I . V. •. • • .. \\ ~ 6-• . . . .} < . . -~ ·t -~ ~ A~. • . . .. • ... = t • d .• (.0 co .. ~- A " ~ I . . 2'-0" _ I· 1-1 /2" . . . ' '.A • .•• ~-. , . R=1/2" R= 1 " 6" 2'-0" 2" ' I I I ~ I I ,_ __ _j__ --- OBLIQUE VIE\./ OF TRANSITION NTS I 2 '-0" I I 1<;:,,,~ I I <;:,,, ~ '\ 'v <;:,,, <;:,,,'v o'<-1~ (C > j"A:,:~- A.;;.:~. / FS co A 'vi = L = X = y - AB;::; AB' -X 'w/4 i r,..NG£}li B' C' ,rY J_y/4 -B c BASE LINE 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 120' PARABOLIC BAY TAPER DETAIL 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 \JIDTH D' 'vi - 0:: w I-1- ::::i (!) <><$ D ~ mo.. 0:: >-:::) 1-u ~ (A> SIDE'wALK SHALL BE 8" THICK 'wHEN ADJACENT <B> GUTTER SHALL BE 8" THICK 'wHEN ADJACENT - TO ROLLED CURB. TRANSITION SIDE'wALK THICKNESS FROM 8" TO 4" OVER 5' TRANSITION ZONE SHO'wN. .> y = SECTION "A-A" NTS TO ROLLED CURB. TRANSITION GUTTER THICKNESS FROM 8" TO 6" OVER 5' TRANSITION ZONE SHO\JN. <C> IN AREAS OF MEDIAN CURB ONLY, ROLLED CURB SHALL BE CONSTRUCTED AS SHO\JN \JITHOUT GUTTER. ...J 0 <I :;:~ ROLLED CU~B 5'-0" TRANSITION A 1-8 CURB. & GUTTER V y = ...J --s <I :;: ~ WO o~ ,..... II (/) :;: = 0 I ~ N "" ~ ~ 0 I ~ N ✓ BACK OF CURB / GUTTER LIP = BACK OF CURB ~ co ~ FL -----+-·----+-----•r- PLAN VIEW NTS ROLLED CURB DETAIL GUTTER LIP --,. w~ o~ ,..... II (/) :;: = 0 I ~ N 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 \. \JIDTH PER PLAN r "b" AC PAVEMENT """\. "a,, F=rr ::::;;~, 2:z2, ,J, - -~ ,> ,_____________ > --·----------------- COLD PLANE DETAIL AT STREET JOIN NTS DIST COUNTY ROUTE -Ora I .012.0 39 133 ~~ REGISTERECIVIL ENGINEER ~'l\o,ESS10,1,4( ~~ MICHAEL 1\, g J. BRUZ i APRIL 14, 1997 ~ --3-6-19_8_,~ ~P~LA~N~S~A=pp=R~OV~A~L~O~A=TE=-----, ~ ~0 ----J CITY OF NEWPORT BEACH Exp.G/30/00 ,r--t 3300 NEWPORT BOULEVARD -r"4,.~ ~CIV_IL~. II-~ ... NEWPORT BEACH, CA 92658 OF CAL\~() ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 B' C' D' DISTANCE OFFSET FROM DISTANCE POINT A 00'=8' (FT) (FT) 0 0 1 0 0.344 20 1. 315 30 3.094 40 5.500 60 11 . 000 80 16.500 90 18.906 100 20.625 11 0 21.656 120 22.000 ,..__ ___ ...__ ___ ___. RECO~D DRAWING ~-f3o•7"7 CONSTRUCTION DETAILS C-2 g i '.;; "- 6'. FOR REDUCED PLANS o I 2 3 1., I I y Ur Nt."Wl5UR' 1 HI-a, , ~ L ____________________________________________ __:O::.:_:R_::::IG:,:IN,::AL:......::_SC:::,:A::::L'.:..E....::IS:_:IN:....::IN:::,:CH_:::E,::S_l==::=I ===' ===I==='==• ==::.I ________________________ L_ ________ _J_.!:,!D:!!W~G.!!... . ....!N~O~.~Rc-~5~6Q:89,2:-:..;S~ __ _ji:l I I I HYDRAULIC DATA LINE STA. TO STA. Q25<cfs) d Sf SLOPE n Dn<ftl Vn(fpsl DcCft) Vc(fps) A 5+31.03 TO 6+69.80 2.6 18" .00061 .0292 .013 0.39 1.23 0.61 3.84 6+,'6.,'5 TO 8+05.56 1 . 9 18" .00033 .0346 .013 0.32 1.01 0.52 3.50 8+08.51 TO 9+26.28 1 . 2 18" .00013 .0310 .013 0.26 5.89 0.41 3.01 X 9+23.23 TO 10+41.61 0.5 18" .00002 .0381 .013 0.16 4.90 0.26 2.42 ~ (.!) r-- :,.: 0, Vl ' 0, 0 w >-l/l O'.l > 0 w w et:: l/l w > t-w <( a::: 0 X w r--r--t-0, 0, <( ' ' <J:) <J:) (.!) ~-:,,:: ::::;; Vl Vl '-O>->-WO'.l O'.l t-0 <Cw 0 ..Jz w :::i (_'.) :><: u_ u ..Jl/l w <CW I uo u MACARTHUR x- X / X y FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I SYSTEM 1 I I 2 I NO. (A} X REFERENCE t LINE "A" 3 I CURVE DATA ~ R L T 20° 45 '45" 2401 . 00' 810.06 439.85 POST MILES SHEET TOT AL DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS Ora I . 0/2. 0 40 I 29 k G· CIVIL cs • GIFFE ~-----------1 ;;/ No. 42154 PLANS APPROVAL DATE ~ l"!C~1-=T~Y ~O~F~N~E!!l":WP='O'!!!"!R~T-BE="'A!"'!lC""'H----1.\ xp3131 /O 3300 NEWPORT BOULEVARD CIVIL NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA. 92718 CONSTRUCTION NOTES @---CONSTRUCT 18" RCP (O-LOAD PER PROFILE) @---CONSTRUCT G3 INLET PER CAL TRANS STD 013 (H PER PROFILE) R~ CO~IO D~ffi'lw,,~ ~2G • ~·Bo • ~f DRAINAGE PLAN SCALE: 1 "=40' 0-1 DWG NO. -SG~'I-S ~ -0 □ --0 □ ID co co (T) N < "' □ N l!) w IJ) l!) lJ.. • :,, CL . □ □ ::::, .. " Cl co m " N w 0 IX> -" .D " J / n 0 -3: , -.. rn • :,C D 0 ' 0 ~ -7 , l> ~ <P D z -< !" "1 ,, "' / 0 C: "1 C: "1 / C, N .D IX> IX> "' 1, 0 -,, 0 / C, D "' N .D CD IX> "' / 0 0 'ii b n "1 \',, :; , I ,• 'l ; ' • ' ,1 '· (, ' ·, ' :c a 6 . ~ n 0 a D 'll 0 m O ··~ J ''" ~ a < z X >-(I) 0 w (/) > w c:: X w t-- I-Cl'> <( ....... ,...., <.D I'.!) :,.:: Vl ....... O>-wo::i 1-0 <tw -1z ::J(.'.) u_ _JV) <( w UD x- X X t--0'> ....... O'> 0 w (/) > w c:: w I- <( Cl t--0'> ~ >-co Cl w :,.;: u w I u LINE A A A A A A B B B C C D E E 11 ENERGY DISSIPATOR 1,/=22' LINE "D" 56 N 48°08'38"1,/ 18 t CONC COLLAR =ST STA 158+40.00 1 01. 59' LT 12 STA 2+19.04 t INT "C" 1 =ST A 1 +00 • 00 LAT "E-1 n 68 NO. REFERENCE B t LINE "C" ~ "E" "En CURVE DATA l:;. R 41 ° 06 '24" 22.50' 4°33'28" 2351.00' -... J'\J .. _;f ..... ;::J. ~ -. 4°33'01" .• 2351.00' 89°02'05" ·22. 50 ,, L T 16. 14 8.44' 181.50' 93.80' DIST COUNTY -Ora ROUTE POS I MILt.S TOT AL PROJECT I .012. 0 ISHc:c: I 101 AL NO. SH.c"TS 41 129 18" <RCP 0-LOAD PER PROFILE> 24" <RCP 0-LOAD PER PROFILE> 12" <RCP 0-LOAD PER PROFILE> INLET REC O ~ D [1J RA\~ 8 n1'~ G ~-&, • '7'7 DRAINAGE PLAN SCALE: 1 "=40' D-2 -N 0 □ - N 0 D lD 0) 0) "' N < c:: D N l!) LU (/) -l!) I.J.. . :,, C. • D D ::, - .n .n " r T / n 0 " s ! ... z § • / 0 '" iii --< • > ~ g :0 ~ u, -~ C rn C rn / c; " .n 0, 0, en .b 0 .., " / c; □ u, " .n 0, 0, en / D Kl 7' CJ n rn "1J i :r ~ ~ 8 D D u "1J m D D ~ ~ i' g _:;: -- - HYDRAULIC DATA LINE STA TO STA Q25(cfsl d Sf SLOPE n Dn(ft.l Vn(fspl Dc(ftl H 4+86.42 TO 5+83.84 3.42 18 .00105 .0016 0.013 0.63 4.81 0. 11 5+86.18 TO 6+99.26 2.91 18 .00082 0.0126 0.013 0.51 5.56 0.65 1+02.20 TO 8+34.15 2.41 18 .00051 0.018 0.013 0.43 6.0 0.59 X 8+31.69 TO 9+80.28 1. 90 18 .00033 0.0111 0.013 0.31 5.53 0.52 9+83.22 TO 11+05,41, 1.42 18 .00018 0.0116 0.013 0.36 4.31 0.45 11+08.35 TO 12+1'5.j;l / (--;---(Y')JfJ8 .000091 O.OQ.f2 Q,013 0.39 2.15 0.31 a . J J-2 ~ & a" <:, ~ --..':] Cl w >-Vl ca > Cl w w a:: Vl w > I-w <t a:: Cl X Wt-r- I-O'> O'> <t ....... ....... ... '<t C) I-:,,:: ~ V> V> ....... Cl>->-wca ca I-Cl <tw Cl ...Jz w ::i (.'.) :,,:: u_ u ...Jl/l w <tW I UC! u X X X \ N 21 72400 / E 5071200 \ N 21 i'2S00 Vc(fspl 4. 19 4.01 3.18 3.5 3.22 2.92 CURVE NO. REFERENCE b. A> t LINE "J" 41°06'24" 8> { LINE "J" 15° 51 '33" C { LINE "H" 21°14'51" \ N 21'12800 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I DATA R 22.50' 2349.00' 2409.00' I I L 16.15' 654.29' 893.42' 2 I 3 I T 8. 44' 329.28' 451. 90' DIST COUNTY ROUTE T Ora I .0/2.0 42 133 GINEER APRIL 14, 1997 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 @--CONSTRUCT 18" RCP <□-LOAD PER PROFILE> @--CONSTRUCT 24" RCP (□-LOAD PER PROFILE) @--CONSTRUCT G3 INLET PER CAL TRANS STD PLAN 073 <H PER PROFILE) @--CONSTRUCT OL ORA I NAGE INLET PER CALTRANS STD PLAN 072 (LAND H PER PLAN> @-CONSTRUCT CONNECTION TO CURB INLET PER CITY OF NEWPORT BEACH STD 303-L @--CONSTRUCT GUTTER DEPRESSION PER CALTRANS STD PLAN 078 <W=2';0=2"l @--CONSTRUCT JUNCTION STRUCTURE NO 1 PER CITY OF NEWPORT BEACH STD 310-L R~C(l~[JJ Dri1.A\fJR!N!G ~ • 86 • <j"j DRAINAGE PLAN SCALE: 1"=40' ' i. I 0-3 DWG. NO. R-5689-S -(") 0 □ - (") 0 □ <D co OJ °' N < 0:: □ N (!) w Cf) (!) LL • =-0.. . □ □ ::) .. --t □ I . I. I I I - I ~ i j ' . ~ J: 0 6 ill 0 I i ~ ~ " 0 ~ - LINE H I X J J-1 K K-1 L "' 0100 ~ d::, ~ C ~ ~ Cl w >-Vl c:J > Cl w w a::: Vl w > t-w <( a::: Cl X wr-r-t-O'I O'I <( ' ' '<T '<:I" c., I-:,.:: :::i: Ill Ill ' Cl>->-Wc:J (D 1--0 <(LLJ Cl ....Jz w ::::> D !,,<'. u_ u ....Jl/l LLJ <(LLJ :c uo u X X X HYDRAULIC DATA STA. TD STA. Q25(cfsl d Sf SLOPE n DnCft.l VnCfspl Dc<ftl VcCfspl 2+10.63 TO 3+31.95 4.33 18" 0.0015 0.0021 0.013 1.11 3.08 0.8 4.53 3+40.89 TO 3+98.11 4.05 18" 0.0015 0.0019 0.013 1.10 2.93 0.11 4.43 4+01.11 TO 4+83.48 3.13 18" 0.0012 0.0019 0.013 1.03 2.89 0.14 4.31 1+02.41 TD 2+89.36 3.0 18" 0.0008 0.0100 0.013 0.55 5.13 0.66 4.02. 2+89.36 TD 4+50.61 3.0 18" 0.0008 0.0424 0.013 0.66 4.02 1+02.52 TO 1+09.43 6.1 24" 0.0009 1.1109 0.013 0.24 31.98 0.92 4.11 1+12.16 TD 4+19.80 5.4 24" 0.0005 0.0125 0.013 0.63 6.40 0.82 4.45 4+24.41 TD 1+10.46 24" 0.0225 0.013 1+02.02 TD 1+06.35 1.4 18" 0.0002 0.2000 0.013 0.18 11.81 8+95.58 TO 10+00.00 644.0l>E 12" 0.0231 0.0020 0.013 6.0 28.26 1+00.00 TO 1+13.82 5.0 18" 0.0023 0.9315 0.013 0.23 29.84 1+03.45 TO 2+31.04 11.2 24o// 0_.0025 0.1325 0.013 0.5 18.33 2+35.11 TO 2+85.22 10.5 24r; /P/0022.-0.9200 0.013 0.19 9.12 3+99.64 t I STA 113+80. 0.44 5.81 0.86 1. 2 1. 16 0.95 3.21 22.90 5.69 5.55 4.88 \ LI ~IE "I ( rr PJ 102 1:1 1~!1 w L 92 1 ..!.. LAT "L-1" ~-------150 N 35°15'01"1.J ST STA 116+18.21 t DRAINAGE INLET L=3.5' H=3.33' FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I I LINE L L-1 H L-3 M M-1 N-4 STA. TO STA. 3+35.81 TD 3+41.13 3+43.13 TD 3+13.83 3+18.50 TD 3+89.12 3+92.12 TD 4+10.22 1+02.82 TD 1+01.06 1+02.41 TD 1+61.33 1+10.21 TO 2+12.49 2+15.43 TO 2+61.69 1+02.41 TO 1+12.34 1+15.28 TD 2+11.50 2+20.44 TD 2+82.14 2+85.68 TD 3+58.01 3+61.95 TO 3+98.16 1+01.00 TD 1+05.81 1+10.48 TO 1+86.38 1+02.03 TD 1+01.03 . 5+00.11 TO 5+88.09' I 5+9J . 30 o 6+58 . .35 ' 6+6J . 04 J'D 1+0~ 51 \g ? I N (iJ 2 I 3 I HYDRAULIC DATA Q25Ccfsl d Sf SLOPE n Dn<ft. l Vn<fspl Dc<ftl Vc<fspl 5.5 24" 0.0010 0.0202 0.013 0.56 1.64 0.83 4.48 5.0 24" 0.0006 0.0312 0.013 0.48 8.68 0.19 4.35 2. 1 24" 0.0005 0.0063 0.013 0.46 3.826 0.50 3.39 2. 1 24" 0.0001 0.0200 0.013 0.35 5.16 0.50 3.39 0.1 18" 0.0000 0.5839 0.013 0.10 13.99 0.31 2.65 4.9 18" 0.0000 0.0020 0.013 1.30 3.02 0.85 4.14 4. 16 18" 0.0001 0.0019 0.013 1.29 2.94 0.84 4.69 4.51 18" 0.0000 0.0019 0.013 1.23 2.95 0.82 4.62 1 • 0 18" 0.0001 0.0020 0.013 0.41 2.11 0.31 2.92 0.8 18" 0.0001 0.0021 0.013 0.41 2.02 0.33 2.14 0.6 18" 0.0000 0.0019 0.013 0.31 1.19 0.29 2.54 0.3 18" 0.0000 0.0021 0.013 0.25 1.52 0.20 2. 11 0.2 18" 0.0008 0.0021 0.013 0.21 ; 1.34 o. 16 1.90 1 . 5 18" 0.0002 0.0160 0 .. 01~ /0./34 4.98 0.46 3.21 1 • 0 0.31 2.92 0.5__,-0.26 2.42 O . .Sb 0.29 2.5 /J.30 0.20 2. 1 o. 10 0. 11 1.6 'IP, / ' ~ '- ' M tLINE"H" 21°14'51" N t LINE "H" 45°29'09" 0 LINE"L-3" 45°29'09" :.c STING 22.50' 29. 11 ' 2409.00' 893.42' 22.50' 171. 86' 22.50' 171.86' 2409.00' 215.68' P LINE"L-3" 6°33'25" 131.99 2409.00' 484.61' Q { LAT"N-4" 11°31 '39" 243.16 DIST COUNTY ROUTE Ora 1.012.0 43 kG· • GIFFE APRIL 14, 1997 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 @-CONSTRUCT 18" RCP <□-LOAD PER PROFILE> . ®-CONSTRUCT 24" RCP <□-LOAD PER PROFILE> @-CONSTRUCT 12" RCP <□-LOAD PER PROFILE> ®-CONSTRUCT G3 INLET PER CAL TRANS STD PLAN 013 <H PER PROFILE) @-CONSTRUCT CONCRETE COLLAR PER CITY OF NEI./PORT BEACH STD-313-L @-CONSTRUCT CONCRETE PI PE SLOPE ANCHORS PER CITY OF NEI./PORT BEACH ST0-314-L @-CONSTRUCT OL ORA I NAGE CALTRANS STD PLAN 012 PER PLAN> INLET PER <L AND H @-CONSTRUCT OS ORA I NAGE INLET PER CALTRANS STD PLAN 012 (LAND H PER PLAN> @-CONSTRUCT CONNECT I ON TO CURB INLET PER CITY OF NEI./PORT BEACH STD 303-L @--CONSTRUCT GUTTER DEPRESSION PER CALTRANS STD PLAN 018 Cl./=2',0=2"J @--CONSTRUCT JUNCTION STRUCTURE NO 1 PER CITY OF NEI./PORT BEACH STD 1 - @-coNSTRUCT MODIFIED CALTRANS SD PLAN 013 PIPE GI INLET ·. & 2, 1007 BIA CONCRETE RISER, BI11El4SI8N II PER PREIF"I"LE, ,\I'\/& MEEN1d I FOt:JNORY.OR~cTE 'w' I Tl I FRAME #R ,ass DRAINAGE PLAN SCALE: 1"=40' 0-4 OWG. NO. R-5689-S -.... 0 Cl -.... 0 Cl w 00 00 m N < c:: D N (!) l.!J (/) (!) "-• ::,, Q. • Cl Cl :::l •• .... Cl ~ i ~ I" I i I -, I I I ' ' s • ! ' ' ! , ' I i I I ' I I I I ! i !" ' ~ i ' " ! I 1· I I i ' ' ' ' ' ~ :z :,: :;i -['J " n m 0 g " 0 " ~ 0 ~ ~ z ~ C i , " 0 " ~ u • " ~ n ~ ~ " ~ :,: ['J 5 D n m I ~ " ~ z Q I :z • 0 ' ~ u • " ~ n ~ ~ i ~ :r 0 ~ 0 ~ n 0 " D i3 0 ro D ~ m < ~ g .__ __ Cl) & :-' ~ ' ' 0 "" -ua ua X ~ C> !:£ Vl >--OJ Cl w VJ > w a:: X wr-I-(l'I <( ' ~ U) C> I !:£ , Vl ' Cl>-WCO I-Cl <Cw _Jz ::le.., u_ _J(/) <CW UCl x- X X ~ --3 O"'I ' 0 - Cl w (/) > w a:: w I- <( Cl r--0) ' U) I-::;; Vl >--co D w !:£ u w :c u LINE N N-1 N-4 D 0-3 \ 0-4 V STA. TO STA. 1+12.00 TO 2+96.57 3+01.23 TO 4+73.41 4+78.07 TO 6+59.38 1+02.82 TD 1+08.49 9+96.00 TO 10+00.00 2+54.83 TO 3+87.37 3+90.32 TO 4+97.76 5+00.71 TO 5+88.09 Q25Ccfs) 16., 14.8 8. 1 1.4 ,.3 HYDRAULIC DATA d Sf 24" 0.0055 24" 0.0043 24" 0.0013 18" 0.0002 18" 0.0048 SLOPE 0.020 0.034 0.024 o. 146 o. 118 rn 0 _, n 0.013 0.013 0.013 0.013 0.013 g I 0- 00771:.lZ N ' Dn<ftl Vn(fpsl Dc<ftl 1.02 10.3 1.47 0.82 12. 1 1. 39 0.65 9. 1 1. 01 o. 19 10.9 0.43 16.0 1. 04 V a V V -CURVE VcCfpsl NO. REFERENCE b. 6., A t LINE "N" 34° 01 '44" 6.4 B t LINE "O" 90°24'23" 5. 1 3.3 C C. LINE "O,, 02°20'45" 5.5 D C. LAT "N-4" 1 1 ° 31 '39., I 0097t.lZ N FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I DATA R 45.00' 45.00' 6005.00' 2409.00' I I " V L 26,80' 11 . 00 ' 245.85' 484.62' 2 I 3 I T 13.81' 45.32' 122.94' I ffi - DIST COUNTY ROUTE -Ora REGISTERED CIVIL GINEER POST MILES TOTAL PROJECT I .0/2 .O ~HEE1 T01 AL NO. <:Heers 44 133 ~o,ESS/01;4~ $; STEVEN '1-,, !!! K. GIFFEN ~ C, ...;.;.;;._;;;..;.;...;...=;;_;_ ,,;, ~ No 42154 "' ~:-=PL~A~N.,,.S=-A-:P_,,,P,,,,R,,,,,OV.,,.A,,,,L=--:DA,,,,T,_,E.,,.,., ___ --.\"i E.xp?/3 I /OO J.-/J-..1 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ffi 18" RCP CO-LOAD PER R~COtM!llJ llJ~e~W~INJG r;,, ·3c .97 DRAINAGE PLAN SCALE: 1 "=40' 0-5 ) < ' - C I I Y UI-NEWrvr:rT ~L ".' • DWG NO. R-5689-S -0.. Ul 0 D - Ul 0 D (0 00 00 "' N < er Cl N t') LU rJ> -t') LL . ;;:,, 0.. . Cl Cl :::, -.. " Cl ' ' _, 0 i ~ ,: ; a r ' □ • iR n • 0 0 ' ~ ~ <m .~ ; ~ ~ . I □ ; z . - - HYDRAULIC DATA LINE STA. TO SJ_A._ .. Q25(cfs) d Sf SLOPE n ~-D,h (ft.) Vn (fsp) De (ftl Vc(fspl N 1+04.00 TO f-i:''i 2; b'o • 14.83 24" 0.0043 0.0250 0.01 3 ' 0. 90 1 0. 8 1 . 39 6.4 1 + 12. 00 TO 2+98'. 51 12.93 24" 0.0033 0.0200 0.024 0.89 9.6 1.29 6.0 EXIST 1 +02. 82 TO 1+01.82 0.19 18" 0.0001 0.0200 0.024 0.24 4.5 0.33 2.1 X 0 1+03.15 TO 1+46.94 50.0 42" 0.0025 0.008 0.013 1.86 9.6 2.21 1.8 0-1 0-2 ~. 0 p ~ er __. ..'.::I ~ <E] <.!) m P-1 ~ ' C/l 0 R Cl w >--1/) CD > Cl w w 0:: 1/) w > I-w <! 0:: Cl X w r-r-t-m m <! ' ' (l) (l) <.!) I-~ ::::;; C/l C/l ' Cl>->--WCD CD I-Cl <l'.w 0 _Jz w ::J~ :,.:: u_ u _JI/) w <l'.W ::r: uo u X X ---Q::)7li:0S 3 X ,-..r,..,~.-r "· . ,,_ -,._...,. -·,. ·--e-uRVE I NO. REFERENCE t::. A t LINE 62° 45 '08" B t LINE 51°14'52" C t. LINE 31 ° 01 '31" SYSTEM 10 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I DATA R 22.50' 22.50' 45.00' I I L 24.64' 22.48' 24.45' 2 I Tm 13. 1~,• 1 ;!;"'28t 12. '53~• 3 I ·- REit!O~!iJ D~AW;NG ~-3o·9'7 DIST COUNTY ROUTE Ora REGISTERED CIVIL POS ILES TOT AL PROJECT I .0/2 .O 45 133 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 6 • GIFFE ~ No. 42154 p.3/31/0 CIVI OF C ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES (D--PROTECT IN PLACE @--REMOVE @--CONSTRUCT 1 8" RCP ( □-LOAD PER PROFILE) @--CONSTRUCT 24" RCP ( □-LOAD PER PROFILE) @-CONSTRUCT 42" RCP ( □-LOAD PER PROFILE) @--CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STD 313-L @--CONSTRUCT OL TYPE DRAINAGE INLET PER CALTRANS STD PLAN D12 (LAND H PER PLAN AND PROFILEl @-CONSTRUCT CONNECTION TO CURB INLET PER CITY OF NEWPORT BEAC STD-303-L @--CONSTRUCT GUTTER DEPRESS I ON PER CALTRANS STD PLAN 018 (\,J=2 ', 0=2") @--CONSTRUCT MANHOLE NO 2 PER CI TY OF NEWPORT BEACH STD 301-L @--CONSRTUCT MANHOLE NO 4 PER CI TY OF NEWPORT BEACH STD-308-L @--CONSTRUCT JUNCTION STRUCTURE NO 1 PER CITY OF NEWPORT BEACH STD 310-L @-CONSTRUCT CONNECT I ON ASSEMBLY PER CITY OF NEWPORT BEACH STD-312-L @--SALVAGE 54" CSP RI SER @--CONSTRUCT 45" CSP ( 1 4G,,,A _l ---.,_ ___ --.. @ I t ◄OTl,LL 0,1,LVAOED 54 11 esr fit I SER ~ CONSTRUCT CATCH BllSJ,ltl PER APWA STD PLAN 3D2-D W/2 6RATE5 v=B'-1" w~t,'-4¾" t:·o" focl_ ·-· / I ~ 12 "ADS N....:;12 PIPE @-cDIVSTRUCT J/l)Lt:T TYPE V PER DCE/VIA SHT PLA/IJ /305, D= 18" @-3D'1 /JDS ni-12 PJPE rS:;\__ COI\ISTPiUCT I flJLET TYPE V PER v._:_;---I/ DC£ mA S HT PLA!I) /3D51 D : 3 b DRAINAGE PLAN SCALE: 1"=40' 0-6 DWG NO. R-5689-S -0.. (0 0 D - (0 0 D (0 00 00 "' N < n er i D N ~ t.!) w "' ~ n t.!) i i'! ~ LL 'il 0 . i ~ ' ~ 03' ' 0.. i z i5 C . " -" -D D :::, .. " Cl • IRVINE, CALIFORNIA ,18ER075AR 1 .. ,, ... ,11,,~, .... •. ----.-.-- fop 23 08:35:52 1997 h:\COMMON\BYERS\QUEUE\G29886.9cf O:\GOS298B6\007P.OCE 1t9' PLAN HOLD CORPORATION ., IRVlNE, CALIFORNIA REORDER BY NUMBER 075AR \ -rw:mn~ rnr.r n; P~1NT nij 1m_i. u,~r . --- f.>t"' I~:!, _____ _J PLAN HOLD CORPORATION • IAVINE, CAUFORN1A PIAN HOLD CORPORATJON ! REOFOER SY NUMBER 075AR REORDER BY NW.J -•• P~OJU~W,<BCC fl< PPIMlflM TU!C:11 .. , • -- - -----------Pll<:ll,f)>, <or;~ or PQl!I: tdt0□1 to□sees2v~□293Sl9;"Md"□□n1,,a I ....lij j'.::1--: fl\ D cf\ 1--, - 1-- <:,l~ttR * ,-., . V ~. z O 1-;,_ ..,zLLl O 'o l w ·1 ,,.. wD""' ,:cz "3" VI 1--u ~ LL-.;;t v- c LLl III ' '.:, iii >LL - --J ,d. ~ LLJ-Nl"'1 > u '!:,~(!)'Sl"'-U._ rt (/) ■ JY')ci 0 ~ 11 I 11 'I • 11 I [l]Il -1 fllil . 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D 0::: LL D X X x- X X 220 >-0'.) 8 210~ V) Cl w V) > w 0:: Wt-1-CT> <C'-~V C) ,;: Vl > w 0:: w 1- <C Cl ~ Vl l---lf----1 200 ' Cl>->-W C(l C(l I-Cl <CW Cl ....lz w i3<.:> t5 ...JV) w <tW :C uo u 190 180 Statton ~ F- --· -,·---·-) -· , : ·, l 1 t -~~---.• C ; ···-------·---~-------·· --,_ -,' :t --·--··-_. ____ ,, -·-·, ·--. -~--- -• -T:,g-,, fa:JO a :1: ~~~ • ~ ' -r ~ ~ ~ :1: ~ •-· 1 2 -i. ·-·-·,·····----'--· ··--? ••• -· . -~~·-,; ; •••••• ·-_, •• ; -·--••I--• ·---; ; j--.---··. .-~ :Il:~, ,=Sf'l~-st!JRF-A":Q ' ' ~ ~ ~ l - --. __.,.... * :(X)=>!, ,f"' ~· :(\I - ~ 1 2 DIST COUNTY ROUTE Ora -1.0/2.0 47 133 \~.-k G: REGISTERED CIVIL ?l'o,ESSJoi.,4t GINEER f<'t STEVEN ~ ff K. GIFFEN %, APRIL 14, 1997 ~ ....;..;.;;._4;....2_15--'-4---'-ll;l ~P~LA,.,.,N=-s ....,A-=pp=R'-='o'-.,..,VA,..,..L---,D,....,.A=TE=-----I ~ No, ___ j CI TY OF NEWPORT BEACH E•P·3131 /OO ,,__. 3300 NEWPORT BOULEVARD J'_.-1,,.~ ~c_iv_iL~ ~i:-" NEWPORT BEACH, CA 92658 OF c~1..,~0 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 .~ -~ ~ ~···· ---• -♦• a: r, .. _ _.,,. ___ .... _ -·. -- 220 210 ~200 ~ = .::::ffc ~ -•• -"[j :N =a !-'Ell -H _, 1 -ll. a, 0 0 a, 0 0 "' a, ~ N ~ 0 ~ Cu. l--1------------------------------------------------------------------------------------------------------. !i! "' Exe. . Yds, "· c.mb. ... . ~ ll. 0 0 FOR REDUCED PLANS O I 2 3 I., I I Y OF !'-~:.WPOR I Mh I\( :t -:; L--------------------------------------------~O::,::Rl~Gl::,:NA:_::L:....:'..:SC::,:A~LE~IS'.......'.'..:'IN_:1::::NC::,::H::::ES~~l=='==:I =:::' =='=='=::::'._I _______________________ _jL_ ________ _,LD~W!!!G~.!.....!:N~02 • ....!lR=.;-5=!:!6f:!.!8:!.:9:!.:-~S!...-__ _icl I i I I- .___ -Ul \r,) X X x- X X t---il----1 2 1 0 >-CD Cl w V) > w c:: (!) ~ V> ~ 200 > w c:: w I- <{ Cl 1--1----1190 180 110 Statton -· -·+ ·~ ....... -r..:-·:::.·;....:;.::::£· -j--· -IJ~ :EJ· ---n.-_,:: r-.::!-' -. :£E ' ~ ~-:::5-: - 3±1 1 ~ i . 2i !-; ......::--', f i-w ----~ ·---i··--~ t- '.:r 'I~fI~i:§E-B ~.-J_B~= . ~:e ~ ~ --er. -- ~ -Jli• ·•---r ~~---'~ -' - • ' :=,· 3"=:m ..... . ~ ;fl:, ,.: ........ - ·• '-{' --t±= ~ -, .. -,..--:··,.; 't" :~.: ~ !:f:=ttRGE=::{:ffi~.,--T -, s=I'- .. ,.··~~ ~ ~ 3 1 • ·HM<e-T~ -• ~- 3'.= . =-:if]_ -.tN!3 •· '"" ~ ---fr i=:i-:1.1: -~iiL.~-=® 1-_ -~ ,_[II: _ :.~=,:!;)~ ---~~ en; -----," !Q:;' ·-... --,, :;m~ --1;3>-; .. - ·--:2:-Ei;J: = ~ 2 ' • ..... :,. 1 r---,- -·-J 210 DIST COUNTY ROUTE -Ora \~-k G: REGISTERED CIVIL GINEER t'U~ T MILES TOT AL PROJECT I .0/2 .O ,Ht.t. I I U I AL NO. <:::l-ll'FTS 48 133 ~ofESS/o,y4{ 11i,:; STEVEN <\, f K. GIFFEN i APRIL 14, 1997 ~ ~-4'--'-2-'--15'"""4---'-1';1 PLANS APPROVAL DA TE ,k No, ____ J 1-,C,..l"!!!T"""Y-O ... F....,.N.,,EWP.....,O""R""T,....,,,.BE"""A"'"C""H,-----\ \ Exp 313 I /OO n--t 3300 NEWPORT BOULEVARD 3~~ ._c_iv_iL-~~~ NEWPORT BEACH, CA 92658 or CA\.'~ 0 ~ ~~~~~-1-----1ROBERT BEIN, WILLIAM FROST AND ASSOCIATES EE1§ -:---~ • 14725 ALTON PARKWAY ~ • • .. ~-• :·7 I RV I NE, CA. 927 18 ~~~~~ -• ~ 2 3 to - --~ ' ,"- • ••• ~ ~ ~ - f. 220 210 ~ 200 190 180 lN ~ F-~~ ~Nm·· - -' ,,,. .. 0-· . -:· =~E-~ -~:-;._13 -.. S' • •~. ~ ~ 110 Cu. l--1-------------------------------------------------------------------------------------------------------------a Exe. Yds. C, 1..mb. FOR REDUCED PLANS o I 2 3 I,.; I I T VI" . ... ·vn I -~ 11 ' • 0.. Ol g - Ol 0 C "' a, a, 01 N < gj ' N "' Ill al u. ii: . C C :, - L-~---------------------------------------------~O::R~IG:,IN:::A::,L_:S~C:,:A,'.:'.LE::....:,:IS:'.....'..'..IN:_::IN~CH'...'.'.E=S:__~I==:::::' ==='==:::::' ==='===• ==~I __________________________ L_ _________ _uD~W!!.!G~•!.....!N~O:!.!•!....!R1:-:.::5ll:6~8!.:9~-:.::S~ __ __Jcl I I ~ X X x- X X ,_ ' ~ ~ 1-------ll---l 2 1 0 >-co 0 w Vl > w 0:: WI--I-a, 4'-,--., u:) ' (.!) ::.:: V) 0 w \/) > w 0:: w 1- 4 0 1- :::!: V) O>->-WCO co 1-0 4w o -lz w ::J t:) :.::: u_ u _J(/) w 4W I uo u 200 220~ g 210 200 190 Statton ' - .... _, > _J ---? ··---1--+-- , ..... ·-"" -~:t1,0-2<l:l'9 p ~:'§" - ' . i:E ~ ....... -"""" ~l • 'i':=" :N -:W ~11 ·•:& :B~'.r..;··. -. i ," :gfi~f)_~ . ~ 1 2 3 - • r ~ ~F~ ~ , ---· ~~ e- ~ ~ ~ ~ lf.1t -;---.,--" . , . .,,.,., _, :~ -- -. ~I-- S'JH --~-t -::_\;JI'· _4: m -:jlffS'j ~4~--, ~ 1 " ~ 2 3 I \ t:::_-:_· ~,>--;~----- ' ' ' j.::.:.3 - Ee ' ~ ,_1 i5: ~ -_,, __ 210 DIST COUNTY ROUTE Ora ~ KG:OD, REGIS TE RED CIVIL 1Ji{IGINEER POST MILc.S TOTAL PROJECT I .0/2.0 :,Ht.c. T I OT AL NO. ISHJ:"l'"TS ~1>,0fESS/0;,,4~ R STEVEN <"-,,., Pi K. G I FFEN %, -~-----,~ ...,,..,.....,..,..,,,,......,-===-=.,...,.,.--=--c=-----• 1 :;! 42154 :0 PLANS APPROVAL DATE -le No. ____ ,J. ""C!"!l"""'T""Y-O"""F,,....N""E""WP,..,O.,.R""T,....,.,BE""A""'C"""H,...,_ ___ \\ Exp.3/3 I /OO - 3300 NEWPORT BOULEVARD J'~,,.. .. ._c_iv_lL-::. ~ ... NEWPORT BEACH, CA 92658 OF ct>.l-'~o'<' ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA. 92718 ~ 200 -cfJ!Sll8:Jffi:. ·fJ 13 1 :,~ c.:,nr ''=-~i:E fJJ; .,NB-+c ~'""' ,~1:'t=l:C8~:::0t:: c::f:;$(,y-,.-:. -J~ ~G ---"= ~ -l -n::'-=1:,-,. , . -• . ;:J_ ~ ::i=J: ,:1::C.1 .J.C.1=,q.11, gg:+ .1 -::0:::iB.JiG.3:~iE\0f~6~_!9Sif:R6$:=l=l;!_: ~ ~ ~~ Cu. f-1 ---------------------------------------------------------------------------------------------------------------------------I ~xc. Yds. l:-IE---:-t---------------------------------------------------------------------------------------------------------------------------1 mb, 0 I :Ji ~ ... . :■ 11. CJ FOR REDUCED PLANS O I 2 3 1., I I T ur 1'4t. ... ·vn I -~ a, • ~ t_ _______________________________________________ __:O:.:_R::.::IG:::.IN:.:.:A=.L_:S::C:.:A::LE:...:.:IS:...,:IN:.....::.:IN:::_CH:..:::E:::S:__~l=::::I =='=='==' =='::::::=.I __________________________ L _________ __LJD~W!!!GwN~Ol,i.~R~-::;.5~"!,J8~::L:q-:_iS;L _ _jJ ~ C ' • U) • " N w 0 rn N .,, N 0 / Cl 0 U) N .,, rn a, a, / 0 -0 ,, 0 n "' - X X X-----1 X X >-co 0 w Vl > w 0 w Vl ~ 1----~ > w 0:: ~ 210 0 ' C!) :,.:: VI ~ VI O>->- WCO ca 1-0 <Cw o -lz w al:) t -IV> w <CW I uo u 2001 190 110 160 StotTon ~ ~ ' ' • _.,.._ -·-• , .. ,:" -.: --· . -· - ~tINS3! --Fl~ C -"':f, ~fj1,=tT-rSC •• ~~ ,.,,,,~ .:1~ftOJ :!: = f8~~E~ '~-t:(30_0:;J r 5 C • ,_ T • , ' -.--,. --·+ ,· --1--!----.; ,../, _, ----___ , ___ _ ~ " . ":cq -· ~~ @~ ~NB "~-4~~ IB"·-~£ ... 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GIFFEN %, ~A~P~R~l~L=l4=·~1~9~9=7,o-___ l~--"-4-2-15~4-I~ PLANS APPROVAL DA TE I No. • I i-,""""'".....,.-~""""'--~-,..----.\-tc Exp.3/31 /00 '9-JJ-1 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD ~~'£"..._c_,v_iL-:0~-$:-~ NEWPORT BEACH, CA 92658 o, CAI.\~ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 . '" ~ " ~; ~~; ~n -~ :~·· :•1N~ C#--=08==1± r:s~r;--·.•""-,-• -;111d r----- =I 14 ~ • -: 31 E gi ~ 220 210 200 gi 190 c~ l--t---------------------------------------------------------------------------------------------------1 Yds. ,_ "mb. 0 0 (J) a, a, Ol l\l < "' 0 "' "' w "' ~ ~ 6'. . 8::, FOR REDUCED PLANS o I 2 3 ~ I I l UI" l'IC.fl, _., I •·0 ·.ACt t- L __________________________________________ .......:::O::,:Rl.::::GIN~A~L...:S;:.:::C:,::AL::.::E:....:1:.::S,..::IN:...::.,:IN:,::::CH~E:,::S_=:I ===' ===' ===' ==='==='===1 _______________________ _1.._ ________ ---1.~DW!!,!G~-!.2N~o~._JRa_:-::.:5256~8~9=-s~ __ _J~ X X X-" X X >-co Cl I.LI Vl > I.LI 0:: I.LI r-1--a, <( ' ,..... "3" Cl I.LI Vl > I.LI 0:: I.LI I- <( Cl 210 :;; 190 ' "3" 180 110 Statton cu. . --, ~ "':~L . ~l'.:-Ji?J:: .:.. ""TI~ ::: 1 EEE 1 : ---·-i. ·-·· : ------.-•- '• ,. : ~ EE ~ . ,. . --:- .....--l-f-1·· ~ftf ·!-:: ~cm --)-· = ....;, ... -· ·; . '-rt--. .. ~ ·~ ~~ ~ gs -11 .. -~-... -U: ,.._ s-.. ,.... . .. -~ L ~ ~ • .. =Il gg ES3 4 -•·,--.. . ·' ---.---·· ,, ii -!., -~--;4( 5 . : - ~ ~ El§ ~ . . --~---l'-"' : ..• , . .;::;,;;::,, .. -;:::s --:tI:E: :2; =jp • ......... :t:':J . . ID ..... :co -'-,f!.') 1 ~ ~ E EE ~ ~ii~ ~ DIST COUNTY ROUTE i:>as'f lvllL1:::, 1::,H1:1: I I O I AL TOT AL PROJECT NO. lc::1-1ici:-T<:: -Ora I • 0/2. 0 5 I I 33 REGISTERED CIVIL I GINEER ~l'-ofESSIOtv4l e,-<'J STEVEN ~" APRIL 14, 1997 f _K~•-G~l~FF~E~N_,\ PLANS APPROVAL DA TE 1;/ No 42154 ,, hc:"'\'l-;:eTY~O~F-:N~E~WP::::-0:=:;R~T~BE:=-:A:o-=C:':":'H---.\\~ E~P3131 /OO iJ.-,~ 3300 NEWPORT BOULEVARD ~~~ ~c_1v_1L_ ~~~ NEWPORT BEACH, CA 92658 OF cM.,~0 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 ~200 l 1111-- = 180 -.-,._:JI ..,,_, --:n.- ~ E .,,.,. ~ 933 ~xc. Yds, ~c==========================---------------------------==============================================I e:b, P. C N C ID m m a, N < "' C N (!) w ~ "' LL ~ FOR REDUCED PLANS o I 2 3 •·11 y ·, ,,: " :::,8 .... --------------------------------------------~O~Rl~Gl~NA~L~SC~A~LE=-.=IS~IN_'.l~NC~H_::ES:_~l===•~~I ==~•==~'===•~~( _______________________ _JL ________ _L"QWJ~·jv~•~Nt:.;YVr~·u~l'\l~-=~=•·~•_J-DWG. NO. R 5689-S ~ ~ g al 0 O 0 El 'll rn O ; ~ Z 0 --~ - - X X x- X X (.!) ::.:: Vl >-co 0 w Vl > w 0::: w r-1-a, <! ' ,..., \0 {!) ::.:: Vl 0 w (/) > w et: w I- <! 0 1-::i!: Vl 190 - 180 ' -:E'>(rsr. · · ..... GRD.U'fl)Qt=. 110 160 E -· • ' ¥ij~_,. =~ @fl'=.ml .... tt;::::Sl=J:tm 'NT:$ -. . . . ·-~ _-___ ~-~ -•-•·· --.,s, ~Ji! E;.0 ~&•:,-,--=:j :i, cffif'IB:f)., • '1:1 Rl~ticl::::5 -~-,_.., · , , · ,,. ~~ fil (:;}: => -:: 1::'. ,.. ;;:Q:;P-, -• --.c; '2583 Ct;)~ l= ;IJcl ,:;~·,=REE ::.1~500· 1 - - ,~-~-,.~----; ---·( -, l i 1 I i -F-1 -·■·· ···1 ·• ' :'" -- : , -/ ' ~ . ··---.... . .... ;··-··· ---•·· ~~ .. ,. . I , l r--, ' l ' i ' i.-' t---~ .'. • .-: .. ::r_---:~·>> ___ -~ __ ;==; C :e,'-r-,~B~"'f ,. . J:lB.:5:a=..0: -~ ~ ci ~ ~ .,, ' -·-~m = U;J· " jj):. 3 I. DIST COUNTY ROUTE Ora REGISTERED CIVIL GINEER POST MILES TOTAL PROJECT I .0/2.0 :)Hi:.ET IO I AL NO. ISHFFTS 52 133 vROfESSI0,'/4{ r$ STEVEN "'"' ,I K. GIFFEN% -------1';;, ~ No. 42154 " PLANS APPROVAL DA TE I J ~=~~==~=~--....._\it Exp3/3 I /00 Jt/r-1 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 gJ lil -too s;;f:;,..,...., - 't\ -• ~ 200 190 Cu. l---+----------------------------------------------------------------------------------------------------------------------------------1 !Exe. Yds. IE mb. O:· M Cl M -Cl (!) a, ~ < ~ (\J co UJ (f) . "' a. . Cl Cl FOR REDUCED PLANS o I 2 3 I.. I I T Ur Nl:.Wl-'OH I t:Jt:.Al_ • ,:? 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NEWPORT BEACH, CA 92658 DF cAl-'~c~ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718~ . ~ : "fl M"f@, _ H; '.c_B;Ji:Ej~t,· ;:€)·. 9=8-ES •. 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' i---·.=r: • ~ ' .,. • ' "; ' '.--✓-.·- i' ;.:..--·> : i ;: '-! ' 7 R0e8SIE'8 ::1:: I=t :I::St=!l:'.'8 ~l3EI§ :§:~ •• • •• : - REGISTERED CIVIL GINEER ~,s.ofESSI0,\'44 /s,;; STEVEN "1-,, !J K. GIFFEN ~ "' _:..:.::........;::...:..c...:--=:..;c... \\!!, ~ No 42154 "' PLANS APPROVAL DA TE I • / 1---l---1 1 AO ~ ~="""':::":~==~~~~----\\'i< Exp.3/31 /00 11-•JI--I CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD J'_...,,.e ..__c_iv_iL_. ~,.. X x- X X c., ~ 1/) >-II] Cl w Vl > w 0:: w r--f-a, <( ' -U) Cl w Vl > w 0:: w I- <( Cl r-m ' U) 1-oi 110 ~ 190 = 180 110 160 ~ ~ : ~l '£;!, .. --·-·l -1 ~ ms-- ~ ~ ~ :! ~ ~ ==i==l= ± = . ~ ... - ~ ~ ~ =: cc . ;l·c;> ·_ :tt) --~- ~---;:' --.--~1::;. -l , ·· ·t~ ~-E •.. ~--~--~ :. ~ .--;j ±0 . - -- g~ ~ 3: ~-~ - ~ "'--~ -~· -'' ~ -t,~~ •• •. El2~:S'==1f0:(JrB3> ~· - . ·>, .. -~ ~ i:,, :l: i'=f: "": -· ::;: • :I:-:± tt:T-RH=t=:11-:!'iE'f)_ ~ : ~-..,. -t:f= - -• • [gQ ~#J;l ~,....; --~ :H ::CE) ::i •. 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FOR REDUCED PLANS o I 2 3 L; I I l' Ot-I lj~ Af) L------·-_________________________________________ _.::O:.:..:R::.::IG:,:IN:,:A,'.:.L_:S::C::_AL'.:.'.E:.....:.::IS:...::.:IN'....I::.::N.::,:CH_::E~S-~l==::::I ==='===1 ==='===l:::::==.I __________________________ L _________ _.!JD~WOC!GLJN~Ol_i.~Rt-~5~6~8~9t-1S!__ __ _J~ X X x- X X >-en 0 w 0 w V) > w 0:: Vl W > 1-w <( 0:: 0 r-m ' q- 1-C!) ~ Ill oi ~ ~--200~ F- § 190 ~ 180 F- E :--==-7---'--···-··-•--·----·---"' ~ -! ... ;...... . e -.. +-::iX> .~ . w . ·+ ~ ' 31 ~ ~ ~i + '· '. •• ' ,3..:frf -~ .. . , . -~·w=:1 ,ii, ;(D·· ,!\-•• '"·~·- l L : ~ lE .~ ~.-,· ~ iCO :]~ ~ ~ff.· =fl~~ .,. -I ~ =~· ~~§ . . l-- ~ to ~ ,:: . «J. .... T . _;-,_·-_ ;_;;..,;• i::=:± ..... 6 -:_L . ..i::=1 : '------! ;-; , . ;o •• ~.· ·.,. ' . ~ ' , . I ~ I 8 gig ~ ~~ ~ ~ DIST COUNTY ROUTE t'U'.:> 1 Milt:.::, ,-~ I I U f AL TOT AL PROJECT NO. <::uc-c-T<; -Ora I .0/2.0 55 133 REGISTERED CIVIL ffc1NEER v'1-0fE55f0,l,4{ t/i,:; STEVEN ~c.-. 15 K. G I FFEN '%, APRIL 14, 1997 ~ N~o---4_2.;...15;..;;4;...;...1~ ~P~L;.;;,AN~S~A_;,;.P'!!!!PR~O~V~AL~DA~T,;.E---....l.\,\c E~P 3131 /OO *tl--4 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD "''4,.~ ~c_1v_1L,..,.. .,~~ ... NEWPORT BEACH, CA 92658 OF C~\.,~ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 E ~ ::! E ~ E .@:l·ij~: ~ . ffi -~.,,-"N · ·. · ~ E Statton c~ 1--1--------------------------------------------------------------------------------------------------I 1 2 3 4 Exe. Yds. 1;::.::-J-------------------------------------------------------------------------------------------------1 t:..mb. 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" 0. . □ □ FOR REDUCED PLANS o I 23 1 l, I I T VI" Nt.!!:Vr\ I 1-lt-lll ' r:; L--~--------------------------------------------____:o:'.:R~1c~1N::A'.=.L...:s::.:c::A.'.:LE:::...::1s::_.:::1N~1N::::,cH:.::E:.::s:........~1===='='===='=1===='=--------------------------.L,_----------1.!o!:!:w!!cG~N~o,!J.!!.....!,R,l_-__,s~G~s,!.f,9L-__,sL_ __ __Jci • 0 "II X X x- X X >-a:J Cl w Vl > w a: Wt-- I-O'> <( ' r.. c.o ' C, :,.: V) Cl w Vl > w a: w I- <( Cl I-~ Cl>->- Wa:J CCI 1-0 <!w Cl ...Jz w ::i (.'.) ~ u u ...JV) w <CW I UD U -•--w • __ ., me;--• ,"" -• ,•••••••>•• --, ~ ,--, n-----1==::-,.....:::.·· --:~ , : 180 110 160 Statton Cu. Yds. ,_. u»b. >----1 3: -:-;; • > l,-..,c ' 'o:==J ~-:.t==- ~ ---.H-h-:; '" [/'I\· I- ~·s g B:0~- ~ 2 V 4-: ;I· •-I• -1-1~ .---- 3 -==: , . , C): !ffi , f =· 'Fl - • :Ul ~-:~ ...... ---_,.,, ___ ·:w_-.-:._,,.._ --... ~~-- • -,~ :El-J. :~s n. -::a 4 ·-1··--···;···-····~: ··-·· -~---~~:1---~-=--·_·Li;-_---:-~ -~~-'=Y?~-<:~:::·'.~t'.::·:::::·:~-. -S ~~--·-·--"~~j=:=-Lf. f=1g -~k}~ L ; , , ~ -t=: ---.-~ ' --_ ·F,I#1$FlEJf=$lJRS6:_.1:J: i , , • t~ ~ --,---i =:i . 4-, , --i=l _j_ ,=7 --= ·,::. ·;._@ (l;~_;f:EE,_;= ' 5 , . :xi: -L=I· ·tr-~ -~- ff\:. d-- El:: ... ?-t .. , .. . ·r ·:1. ·, ... ;:.;. . ;,_ C ~ § ~ ~= :; =1·. . , -. :i:c c.B . • •• §P>rtA~tl C • ~ ~ ii DIST COUNTY ROUTE Oro ~KG· REGISTERED CIVIL GINEER POST MILES TOTAL PROJECT I .0/2 .O 57 133 vRcfESS/o~4{ £ STEVEN "'t, g K, GIFFEN \ ::! 42154 "' -=p.,,_L.,.,AN"'S=--"A-=p=pR="O""V.,.,A.,..L--=-DA,,.,T""E,------i l No. I ii Exp,3/3 ( /QQ it-·,--a CITY OF NEWPORT BEACH E RD ,J), CIVIL _,,,., 3300 NEWPORT BOUL VA 4;,., ..__--: ~~ NEWPORT BEACH, CA 92658 o; CAL~c ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 ~ ~ ~ ~ ~©~ rl;:j~ "_ -=-N - : r-H=-$:::::' ~ = FOR REDUCED PLANS o I 2 3 CI I T VI" l'lC.YYrVI"\ I -~ '" • ti. IX) -0 IX) -0 U> IX) IX) (J) N < 0: 0 N "' w U> <O IL . ::,, Q. . 0 0 ::, -L _________________________________________________ __:O:'.,'.:R~IG~IN_::A::L~SC~A::L:=E...:l'..:.S...:1:_N...:1:,:NC::,:H:::E::::.S_~l===I ===l===I===' ===l===.l ___________________________ ,L_ __________ !JD=:!JW!!cG~N~O~-...!R~-5:,!.6~8!,!_9::L_-=.S ___ __J~ ,, X <0] ([J .., ::;; 48 t:) ~ IJl >-DJ 0 w VJ > w a: X w r- I-01 <( ' 00 t:) ~ IJl ' >-ODJ w 1-0 <(W _Jz ::J CJ u- _J VJ <(W uo x- X X 01 01 ' w r- 01 ' C 0 - 0 w VJ > w a: w I- <( 0 r- 01 ' 0 - t:) ~ IJl >-DJ 0 w A Y. u w I u B = 0 I -'<I" B 2' CLR. <TYP) 4' O" - ___./ 36' BAR GRATED PIPE / SWING DOOR SEE NOTE 3. I 24" I / I. ,.I I OPENING I C I / 1/ l_ - - ---------- - -------I I / I I I I . . I I I I I I I I I I I I I I I I I I . I I I I I -· -1-------- - --· ------- -T '- I I I I \ A I I 36' \ GRATE PIPE HINGE s: 0 SIDE __J LL / PLAN MODIFIED DROP INLET N. T. S. GALVANIZED BAR GRATED SWING DOOR SEE NOTE 3 #4 STIRRUP BARS (3 TOTAL) // // // // SECTION A-A N. T. S. #4 BARS EACH FACE ,,_,____ • SEE SECTION 8-8 FOR REINFORCEMENT DETAILS AND DIMENSIONS DIAGONAL #4 BARS EACH FACE <TYP) l/) z -0 I[) - N l/) .z '° w I- I-X uW ::::> _J 0:: _J I-<( ~ s: o:r: u c.:> :r: 36" 0 I A OPENING FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES IO" 2" CLR. ( TYP) ' - 4' -0' SECTION 8-8 N. T. S. 2" CLR. CTYP) 10" GALVANIZED STEEL BAR GRATING SEE NOTE 3 CONT. TYP. FURNISH AND INSTALL GALVANIZED STEEL FRAME W/HINGES FOR GRATED SWING DOOR. 2' CLR. CTYP) 178.25 NOTE: PROVIDE AND INSTALL STEPS IN BOTH EXISTING AND NEW PORTIONS OF THE STRUCTURE. NOTES: DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS Oro 1.0/2.0 REG I STEREO ~V 01tf NEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA. 92658 58A 133 \\\ltESSIQ TEVE K.GIFFEN 42154 p,3/31 /0 CJV\\.- OF C~ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 I. REINFORCING STEEL SHALL BE 2" CLEAR FOR PIPE OPENINGS. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3250 PSI © 25 DAYS. 3. CONTRACTOR TO SUBMIT DETAILS FOR HINGES ANO GALVANIZED STEEL GRATING SWING DOOR CAPABLE OF SUPPORTING 200 PSF LIVE LOAD. PROVIDE HINGES ANO OTHER HARDWARE AS REQUIRED. WEIGHT OF GRATE SHALL BE 125 LBS MININUM AND 175 LBS MAXIMUM. 4. SEE OCEMA STANDARD PLAN NO. 1310, JUNCTION STRUCTURE TYPE I, FOR ADDITIONAL NOTES AND DETAILS. & 5. PROVIDE AND INSTALL STEP INSERTS. =4 BARS EACH FACE -- # / SECTION C-C N. T. S. 2 3 SEE SECTION 8-B FOR REINFORCEMENT DETAILS AND DIMENSIONS f+---DIAGONAL #4 BARS EACH FACE (TYPl !R!E(CO~D Db9liAW~~G ~ • 3D · !!!)!!f' DRAINAGE DETAILS SCALE: I' =40' D-19A CITY OF NEWPORT BEACH OWG NO. R-5689-S I z c.:> 0 • <( 0) Cl '-> _J Cl '-I '° co co 0) I N ' <( I-~ I \; <( z Cl I D 0.. 6 ' ~ n I"") O 0 D D 0.. 0 ~ rn D 0:: ; ~ c.:> z B '-_i -~ .. c.:> X <8 ~ if ~ --2:l Cl w >-l/) co > Cl w w 0:: l/) w > t-w <C 0:: Cl X w r--r--t-a, a, <C ' ' q-q- C) I-:,c ::;; Vl Vl ' CJ>->-wco co I-Cl <Cw Cl ...lz w ::i (.'.) :,,::: u_ u ..JV) w <CW I UCJ u X X X C. DIST COUNTY ROUTE LATERAL NOT REQUIRED IN ALL CASES 8" ROUND EDGES OF INLETS Ora 1.0/2.0 58 133 4,, B L-t<; 0 • (Y) ""-----+-1-i-------t------it+==i=--=~ 8" 8" 4' 8" PLAN D .• ·"· L ... . . FLOW LINE A ENERGY DISSIPATOR PER DRAINAGE PLAN 4" FILLET CTYPl 24-" L t. ENERGY t DISS I P-:-A=To=-=R:--t-it ) & FLO\./LINE GRATING PACIFIC GRATE TS-18-EZ(Bl AND FRAME EZ-100 PLAN PLAN 9" M (36" MAXl A _J 0 2" HIGH LIP FOR 1 1 /2" CLR 8" ~~~70.· x~v;;· ~--~-r #4 @ 4,, --.-----r_ ~~;.... :-~Jll~~-~-~ 1 1 /2" CLR -~~~·1 I ~~~ 1 1/2" CLR '-J" 8" - I ~'b--#4@ 18" EACH WAY CTYPl CONSTRUCTION JOINT <ROUGHEN> STEEL TROWEL 1 1/2"---- CLR ~ FINISH "---#4X 12"-3'-6" SECTION A-A MODIFIED JUNCTION STRUCTURE NO I@ ENERGY DISSIPATOR PER DRAINAGE PLAN ··-~ . . 17. ,: . • ·"· ... . ·- MATCH EX I ST GROUND J AP ' ' \'Y) ,, \.() 1 1 /2" CLR #4@ 4" kG· ofESSIO TEV --8" .. --4" MIN _ K. GIFFE -=A-i-P;--;--R::=-1-'-:L=I 4"','7.71~9=:.9-;,-7;=------, ; N-o.-4-2-15_4_1 t==-=====I=~✓.-FL PER DRAINAGE #4 @ 18" ~=-- PLANS APPROVAL DATE P3/31/0 C I TY OF NEWPORT BEACH CIVIL 3300 NEWPORT BOULEVARD .. 1. '!:::=:':=P~RO~F....:I~L=.E=.S-+i .. ---4 .. 8,, 1 1 /2" CLR #4 @ 12" 4' SECTION B-B NOTES: NEWPORT BEACH. CA 92658 OF CA ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA, 92718 1. JOIN PIPES AT INVERTS. 2. REINFORCEMENT SHALL BE PLACED 1-1/2" CLEAR FROM OUTSIDE DIAMETER OF PIPE. 1 , . • ,,,-3 -#4 EACH FACE . LI □ 2 I □1 USE DIMENSIONS SHOWN HEREON UNLESS OTHERWISE SHOWN ON THE PLANS SECTION 0-0 -ROCK SLOPE PROTECTION FABRIC SECTION C-C ROCK SLOPE PROTECTION t. GRATE 23 ,, 4" FILLET l.ROU~ID P I Pis ~ . • · . -fB.i7hm,f-f""''rfpi,@•'wrrJri1 fr-lT,,i.11=1 '1-F+I ifii"F-f,,.,IH>tJG-S-~ • AS MEEd~d l't, je}'flqEXI~T on PVC 1 5" 9,, SECTION A-A ENERGY DISSIPATOR MODIFICATION AP'wA 384-1 ('w=22r) NO SCALE FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES f I I 2 I 3 I 12" D II :: {I") I • 1/) CONSTRUCT 2" LIP FOR FULL LENGTH OF OPENING SECTION B-B NE\./ OR EXIST PIPE - #4 @ 12" 2' 1 ' TYP • • • '11 • - 3 -#4 PROFILE 12" CONCRETE COLLAR@ DRAINAGE DETAILS NO SCALE 0-19 DWG. NO. R-5689-S D. ., C ., C w "' "' ., "' < °' C "' (!) "' "' (!) u. :,, D. . 0 C :, .. " C I I I I I i! g • li " • ~ z I 0 r D " n m 0 a ~ ~ " ~ m < z Q r X ~ 9 ~ ~ Cl w >-(/) co > Cl w w 0:: (/) w > f-w <t 0:: Cl X Wt-t- f-~ ~ <t ' ' ... ... Vl :::!: ~ c., J ....... Cl>->-wco co f-Cl <tw Cl ...Jz w ::J~ ~ u_ u ...J(/) w <l:W :r: UCl u X X X ooost:.,z N NOTES:/ t BAY HILL DRIVE I -I I I I I I I I f\ I I I I I I rr----l I "]---------/ I I I ---I I L_ _ L1 L __ 3' w -I-• X < 00 / ~0~09 3 ti oozst. ,z N 0 ~ I u en -~ X w u > w 0... > w • w 0 .....I -en 0::: w :::,. w en • -,t I-en -X w R/\1 36" MINIMUM t MACARTHUR BOU!ff-¥ARD (") 0 • (.0 (\I + 1-U> Z O'l--o Q. < I-w (/) ....I (!) I-z (/) < .. _. ... . . . . .. .. \:j\~: ;, : ·:·:.\: SEE PLAN R/\1 FOR DETAILS COVER - 8" PVC \IATERLINE X.~ ) _:;\~~·-:·.r~ :~;·\~-::- z -< E w u 0::: 0 LL I FITTINGS AS NECESSARX, .-,c:/ ,Z N TO JOIN EXIST \IATERLINE EXIST 6" IND \/ASTE LINE REMOVE AS NECESSARY TO FACILITATE CONSTRUCTION <PLUG ENDSJ SCHEMATIC WATERLINE PROFILE NO SCALE O'l rt- • 0 + 1-U) z O'l --o 0... < I-w en ....J (!) I-z en < 0 I ....I 00951:.,Z N ....I -LL z ::,:: Ill -u 0::: < (.0 < ::::) 0::: I Ill u □ □ >-LL E I-0::: 0 0::: w 0::: 0 w ::, ::,:: I-I ....I u (/) (/) (/) < m • w □ 00 w z • ~ (/) w (") BRING TO 36" MIN. COVER OVER 10' FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES l I I 2 I p- BOULEVARD -0- R/W METER BOX \,//TRAFFIC COVER, BROOKS MODEL 65-T, OR EQUAL FINISHED GRADE ------~~r,~, ---,n~W-~ BASE OF 3 I rn 2" DRI,LLED & TAP~ BLlWj) FLANG~ I 8" PVC :: .---tiis,--:i= <.01___11 __ -1-4-..,.. 231 2" BLOV-OFF ASSEMBLY NO SCALE 311." ROCK 2" BRASS GATE VALVE 2" GALV. STEEL RISER THRUST BLOCK- PER CITY OF 1 NE\./PORT BEACH STD-510-L 2" GALV. STEEL 90°ELBO\./ 2" GALV. STEEL PIPE DIST COUNTY ROUTE Oro REGIST~NEER APR I L I 4 , I 99 7 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2.0 J. BRUZ 36198 xp. 6/30/ ROBERT BEIN. WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES @-PROTECT IN PLACE @-FURNISH AND INSTALL 8" PVC CLASS 200, SDR-14, WATER MAIN. PIPE BEDDING PER CITY OF NEWPORT BEACH STD-106-L 0-TAP EXISTING 12" AC PIPE PER CITY OF NE\./PORT BEACH STD-501-L @-FURN I SH AND INST ALL 8" CLASS 150 BUTTERFLY VALVE, FLG. X M.J. WITH RETAINER GLANDS PER CITY OF NEWPORT BEACH STD-508-L @---FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY, 6" XI." X 2-1/2", INCL- UDING LATERAL CONNECTING TO VALVE PER CITY OF NEWPORT BEACH STD-500-L 0-FURNISH AND INSTALL 6" CLASS 150 BUTTERFLY VALVE, FLG. X M.J. WITH RETAINER GLAND PER CITY OF NEWPORT BEACH STD-508-L @-FURNISH AND INSTALL 8" FLG. TO M.J. ADAPTOR @-FURNISH AND INSTALL CONCRETE THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A @-FURNISH AND INSTALL 2" TEMPORARY BLOW OFF PER DETAIL 231 ON THIS SHEET @-FURNISH AND PLACE TRENCH RESUR- FACING PER CITY OF NEWPORT BEACH STD-105-L @-FURNISH AND INSTALL 8" RESILIENT WEDGE TAPPING VALVE, FLG. X M.J. PER CITY OF NEWPORT BEACH STD-501-L @-FURNISH AND INSTALL 2" WATER SERVICE PER CITY OF NEWPORT BEACH STD-503-L !/:;J•~tf"if7\[Q)P,'\\ !";":\_··, [y) [\~li\_117 H">fl_. ,=_,:·_. r,J 11 ,6 ,'!df l!:::P tf\l rk1 tktJ tratr~ti Ww u fi'~d 1~ ~·BO· 9'7 FfZol'Vl C.D!-i-11ZACT ATERLINE PLAN DWG. NO. R-5689-S --0 :;., -0 :;., to co co en N z => ::;: N (!) UJ (J) (!) LI.. • :;., 0.. . Cl Cl => .. ~ Cl . r I I I I i ' ~ • ' Ii • " . ~ ~ D z !" 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SHl'"l'"TS 60 133 •-t--<--+--+--+----+--__,_...,;_9 ~ ll ' " \ .C .';, • 8 ~ / ----.,__ "' "'' -4, •• C: El p 81 ~If <C'-' ,-, V V 1/) ::E &-H-t-t-+++++-t-t-H-t-t-+-i--!---!---H-t-t-HH-t-+-i-++-+-+-t-H-t-t----iil-H--t-+-+-+-t-Hi--+-+-+-+-t--1-+-+--!-Hi--+++-+--++-+-+-+~-'\'\i~\ ---➔-~""'rr-l-~--+--+--+-+--+-+-+-+--1-+ ,l :-1:.,..-+-t--t-++-+-t-H-t-+-+,-=5-I:-• +,w-cl:::::E:±.,--+, =ENJ+:D::+_,,-¥-1--+-\-\--H---t-+:=>-!sl"-,....p' "v'l-''W ,,•~-~-+v-+-t-T!.¥--~04N~8a::..' ,H, i=E=!IQ::!!1~4'I!..!.N:!!'"'--I -t----t--l----l----l-----l--l---l-l--f,c.91-::H--+-+-+-t-t--l-+--+--+--H--+--f-+-+-+--!--!--+--+-+-+-+--+-+-+-f---f---ijl·t-t---+--+-+-+-+-t----l--t--+-+-+-+--+-+-+-+--l--l-l++--+--+-+--+-+-+-+-~'\.'l--fl'i\1/-+-~+'"-+-1--+--+-+-+-+-!--l>-----+---H~ S:ii::'H--t-+++-+-t-HH-t-1';-:;-0l=;;::-Jl-;)I:;k-J-;!:·,;:;"~Y;I--L-t-'M+N+-f+---t-lt-'"°7"'119'7'~V"'"1'~~:--:'P'-/..P"-'s;j----J--t-'--Pt'P+--'l'"-'RfE1TU:c!11f=L=-t-+-t-l &-i----1--i------t--i---t----t---t--t-+-t--i----1--t-----t--t---+---+----t---tt-+-+--l--l--t-+-t--+---+---+--+-+--1-t--1-1------t--i,1_1-t---t----+-+-+-+-t-ic--+--+-+-+-+--+-+-+-+--l--l-,++-+-+-+--+--l--l-t--f->~Nl-l-+-+-+-+--t--l-+--+--+--+-+--+-+-+-+--t--l-+--+--+--+-+--f--l-+-+--_,-Il----'E-+-0-+;--+, __ Q+-l!JA-+-+---hk-• -~ ~ '-'-.. j C) --, j ~ _ _ __ ~ ~ ~ _ !5_2.f===!=!:H::i.:-·--1~~~¥1---+++-~c-f',-:-,P-df---,++-+-+-H--+-+-++---l -1--i--!---t-----t---+-+-t-H--t-t-+-t---t-----t---+-+-t-H--tH-+-+++++-t-t-H-t-+-+-t-+-+--il+t-t-H------t-+-+-t--+-+-+---+-HH-t-+-+-t--l-H---t-++--t-t-H-r;,~l'Kf--t-*--IF,F."'tl=-:t-HH-t-+-+--t---++-+-t-HH-t-+-+--t-++-+-t-t-H-t-+-+--t-+-if>irt-t-H-t➔;:-r"d-'-t-+-+-t-HH-t-+-+---I j f5'1/ '" ,.CS=11. • f" OJ V '\ '\, ' ' □>->-Will Ill I-□ <tw □ ...Jz w ::::) (.!) :.::: u_ u ...J(/) w <tW :::c u □ u ~ ~~ • T 1\1 Al D YI LOM I,,_.,l""llE-+--4--+-+-l--+---l---1--1 .,_H-+-----t----t---t----t-+--i---t-t-H-+-+-++--t-+it---+-+-H--+,:-;:;t-;;:;1:;:+.-=!;;::rr-:;t:;--+,--;:H-t-----t-l't-i++++-+-t-;!:;-;:,i~:;:-trl-::-+-:;::::!::;-+.---;:1,-+-t-H-1 • ~ BE D D , Ml N~ i"dNs • ·t---t--,t,,c;t;-;::J;,-i;s,t-:t-=1~=-tt-+-+-t----+-+-+-+-t-ir--t-+-t--+-+--+-+-+-+-t-ir--t--+-+-+-+--+-+-+-+-t-i>-----+-+-+-+-+--+--+-+-+-'r ~,t=-1'--~-=<--+--<---+--+--+----+--<----i,-.+-, t..O 1'.:: T 1 9 L.o L1 1 :o 'I~ T 1. s. st L J o is :3! . 2 L -HH-!--t-t-++-t-+---rHH--t-+-+-t-+-t--tt-+-HHH---f-=t-+8±"--!·-::::=>,:-fc:;:-,==--t=+++--t----il+-HH------t---+-+-+=t,:.=f::8:t.,::-t:p:=+:\C:=f--F+-+-+-H-IH-+=F=f:-::F-n±y:.,.+=+-=+--++-+-+-HH--+-+-+++++-+-+-H--+-+-+++++-+-HH--+-+-++++-+-+-+-1-<~elrf-l\,-t+tLL--i=l~tt-➔~~n11:¾--++-+-+-+-HH------t-+-+--I I-H-t-+-++++-+-+-t-H-t-+-++++-+-+--!-H-t-+-++++-+-+-+-H------t-1--+-+-+''-'"'yt"""-lJJ 'E ""' • ' '" " A.J.' -~ Q!t-'-r-Hl:-~t,c_t-'3~b"+i:-!=,E!,-a-¼c++-+-+-+-+--l-+--l--l>-----+----+-+-+-+--f--l---!--+--!--l-+-+-+-+--+---+-+-+-+-!--l-+--+-+-+--+--+-+--!-+--l----l-+-+-+-+---+----l--+--l"'L.!l'r~-P.'--+----l-+-+-+-!--l-+----l--l---l----1---l------!--I :--I '\I -..L "t """ \ ·- I-H-l--+-l--f----f--l--l--l-1-H-l---l--l--f---l---1--l--l-1-HW-+-l--f---l---l--l--l-1-H-l--+-l--f-...:j::::=l==!=:l:=t=l==l=::t=!:=l::=-l-.U...•i-lelf·-f-+ •~++" •·---:::~'{l)-'-'+1-+-!--!>-----+-+-+-+-+--+--+-+-+-!--li-l-+--+-+-+-+-+-+-+-f--->-----+-+--+-+-+-+-+-+-+-H-+-+--+-+-+--+--+--1-+-f---!--l-+----l--+-+--+---+-+-+-+-l-l-+-+-+-+--+--+---!--1 I 'I J. • ■ I FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I , 2 I 3 I -CONSTRUCT 30" MANHOLE FRAME AND COVER PER CNB STD-114-L 6" 9" 12" 1262 SHALLOW MANHOLE "-~ N.T.S. 90°llE l / ,, CONSTRUCTION NOTES 0-PROTECT IN PLACE 0-REMOVE a.__CONSTRUCT 8" YELOMINE CERTA ~ -LOK PIPE CLASS 125 OR EQUAL. PIPE BEDDING PER CITY OF NE\IPORT BEACH STD-106---L Q__CONSTRUCT 48" DIAMETER ~ SMH PER CITY OF NEWPORT BEACH STD-401-L a.__CONSTRUCT SHALLOW SMH PER ~ DETAIL SHOWN ON SHEET SS-1 OF THE PLANS I _ / 90° S\IEEP BEND j~i-L_ TO JOIN 8" YELOMINE '~l_lf PIPE OR EQUAL , 13" t 36" ID SMH I I I '_.........,. 1--7-_,__ 'l::,~7"'::_---/-.L_ SECT I ON OF SWEEP BEND _}'[ I~--I ---~_/ PROTECTED IN SMH TO HAVE 90° SWEEP BEND TO JOIN 8" YELOMINE PIPE OR EQUAL j...J1.'.'...I TOP 1/2 OF PIPE CUT OFF SHALLOV SMH PLAN FOR SMH tt2 N.T.S. *ACTUAL ANGLE NEEDED IS 85°. CALL MANUFACTURER FOR SPECIAL S\IEEP ORDER BE 3' MINIMUM SE\.JERLINE PLAN SCALE: 1 "=40' SS-1 1 1 , vr-_ " __ 1 _,,_ A., • DWG. NO. R---5689-S --0 0:: IJJ :,, IJJ U) --0 0:: IJJ ;;,, IJJ U) (0 IX) IX) (J) N z :::> ~ N (!) L,J U) -(!) LL . :,, a. • □ 0 :::> -.. '-t □ I I I. I '' i ' : , ! I ' ~ z 5 r 0 D n '" i 0 D g D ~ ~ z !:l ,- X X x- X X 0+00 j -+ j Q'") ---7- / ) ROUTE CONSTRUCTION NOTES 0-PROTECT IN PLACE ®--REMOVE @--coNST 8" YELOMINE CERTA-LOK PIPE CLASS 125 OR EQUAL. PIPE BEDDING Q___PER CITY OF NEWPORT BEACH STD-1O6-L ~CAP END FOR FUTURE CONNECTION OF SEWER PIPE NOTES: 1. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR TO BEGINNING CONSTRUCTION SS-2 -Q. N 0 (fl (fl N 0 0:: IJ.J :,, IJ.J (fl (D 00 00 O'l N z :::, ::c N (!) IJ.J (fl ~ (!) LL . :,, Q. 0 0 L.L-....IL----------------------------------------------:F;:-:O::;:R;--;::R;:::ED~U7,C::;:E"'D-:P~L-:A.:-N:::S~----0----:l:-----2----3::-----------------------------,------------T1"1.,TI' 1,'V,..-Nvi-:'fi~~ ·vn 1 ..... "' • ~ L _________________________________________________ ___:O~R:,::IG;:IN::A::::L~SC::,:A::::L:::E...:1:.:'..S...:1:,N_:1::NC::,:H.:::E::::S_..!:,==' =='=='==' =='=~I ___________________________ L__ __________ L!D~W!!;G~-...,:N~o~._R!.!_-5~6~8.::!.9_-~s~-----1~ r I I I . I I I I I I - X /4] ~ C) .9:: -.'.::'.l Cl w >-VJ ca > Cl w w 0::: VJ w > I-w <( 0::: Cl X w r--r-- I-O'I O'I <( ' ' q-q- Ill ~ ~ .., ' CJ>->-wca ca I-Cl <(w Cl ...Jz w ::::i ~ ~ u_ u ...JI.fl lJJ <(W I UCl u X X X .,, !¾, ' NOTES: 1. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF ALL EXISTING FACILITIES PRIOR TO BEGINNING CONSTRUCTION. C!'J1'tlll!ij I 45° BEND ,__, --- ---_' ---=~ le.~ ~-- CROSS OVER 0 24" RCP 8" PVC Ji> • CROSS UNDER + \./ATER LINE R/\J BACK OF SIDE\JALK 12' I I I I ,... 3'-0'1 ""1 3' COVER CMINl 6" PVC I\./ LINE I TYPICAL SECTION + NO SCALE ,' CROSS OVER SE\JER LI NE --/- 6" PVC II..' C '3 ' COVER tt1J,N l + DIST COUNTY Ora ROUTE TOTAL PROJECT I .0/2.0 APRIL 14, 1997 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 INDUSTRIAL \./ASTE SCALE 1"=100' LINE 1\./-1 ID ro CX) a, N z ::, ::E N (!) ~ (!) LL • :,, 0.. 0 g l J__L ______________________________ --ii?riRRi:niiCT'i1P1~---;::----;----:;-----;-------------------7--------rmnn~ 1"1"11'5"'1"'1,":°tMTt,"l:l'n FOR REDUCED PLANS o I 2 3 .. L _______________________________________________ ~O::.'.R~IG~IN~A~L..,:S~C:.'.'.A~LE::...'.:IS:...'.:IN~IN~C~HE=S~~,===='===='===='--------------------------.J_-----------L~D!,l,W.:.:.,G. "'""N:.:,O:::.:.,. _,R.,_-_,5::.,6:.:8:.:9:e..,-...,S~ __ ___,ci I I I I J I ---1 I l I.___ c- N -~ X a w >-Vl co > a w w a:: Vl w > I-w <( a:: a X wr-r-I-~ ~ <( ' ' q-"-I" VI ::::!! ~ C) ..., ' Cl>->-wro ro I-a <tw a ....lz w ::::i l!) :,,:: u_ u ...JV) w <(W :::r:: ua u X X X X NOTES: 1. LOCATION OF UTILITY FACILITIES SHOUN ON THESE PLANS UAS OBTAINED FROM OUNER'S RECORDS. 2. ADDITIONAL LOCATIONS AND ELEVATIONS OF HIGH RISK FACILITIES, AS REQUIRED, UILL BE DETERMINED AT TIME OF CONSTRUCTION. X u 0 X 1t9 // 1 MACARTHUR 1 2 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I ABBREVIATIONS CNB OC-GSA BCV SCE SCG 2 I CITY OF NEUPORT BEACH ORANGE COUNTY GENERAL SERVICE ADMINISTRATION BIG CANYON VILLAS SOUTHERN CALIFORNIA EDISON COMPANY SOUTHERN CALIFORNIA GAS COMPANY X 3 I 0 SEE SEUER PLAN FOR CONSTRUCTION DIST COUNTY ROUTE Ora I .0/2.0 63 133 REGIST~NEER APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ofESSIO ICHA J. BRUZ 36198 ·---- xp 6/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES (D---PROTECT IN PLACE LEGEND 8" VCP CNB PIPE SIZE/MATERIAL OUNER RIECO!MlD D~AW~NG C,,i36•9? UTILITY PLAN SCALE: 1 "=40' U-1 DWG. NO. R-5689-S I ~ -0 :::, --0 :::, co (X) (X) (1l N z :::, ~ E N (!) :,: w 0 ~ (/) 0 ' ~ n (!) j ~ i LL • • a " ~ ::,, !!1 0.. • 2 5 • ' s ;z □ □ :::, •• -t □ X X X X X >-co Cl w VJ > w a:: wr-1-a, <( ' 'SI" Cl w ti) > w a:: w I- <( Cl --- ' ~_/ ? f \ I } f \ N 2111600 >< \ --~ C1P t CNB --.. -I I .,. la• ",;!'. + i~CN I .'"° '"" ' ~I l u \ - \ / N 2111 800 E 60 70800 ,6) ,___ IRRIGATION .SLEE.VE -----~~ - R/1./ )< SEE DRAINAGE PLAN \ FOR CONSTRUCTION >< ' w _J 0 a.. 0::: w :::;,: 0 a.. 1- (J) -X w \ N 2172000 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I , I I MACARTHU >< 2 I ' + I-~-(J) 'o '---+x '6, + _w + ~.$) ~ . ,.) ;-> • ..S, ~ I;' ---- i;-! • ' ---,c---~- LVD. --- SEE STREET LIGHTING PLAN FOR CONSTRUCTION 3 I >< / \ E 6011000 N 2172200 x -\ ' _.,. . .❖- X >< \ ( 0 0 • 0 OM + I U) ::) (.0 -0 z < I-I- (I) w w WI z (I) -....I w w I (I) u I-< L DIST COUNTY ROUTE Oro REGIST~NEER APR IL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .012.0 oFESSIO ICHA J. BRUZ 36198 P 6/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES ~ PROTECT IN PLACE @--REMOVE/RELOCATE BY OTHERS ~!ECO~D D~ffe}'N~NG ~•3a•9'7 UTILITY PLAN SCALE: 1 "=40' U-2 DWG. NO. R-5689-S ~ z J: 0 r 0 D t1 m a ! ~ ; ~ z a I z D • 0 ~ ~ D 2 '" I) C: I 2l D f I I -N 0 ::, - N 0 ::, (0 co co ~ N z ::, ~ ::e:: N z (!) ,: w g (/) (!) ! ~ L,. • ! I ::s a. • Cl Cl ::, •• ..., Cl X Cl w >-l/l co > Cl w w 0:: l/l w > I-w <t: 0:: Cl X w I'-I'- I-Cl O'I <t: ' ' "'f" "'f" 1/) ::E ~ t., -, ' CJ>->-wco co I-Cl <t:w Cl _Jz w ::::l Cl !:<'. u_ u _Jl/] I.LI <t:W I UC! u X X X a z \ N 2i 12400 I ~ / '§, -..... .I..,(\ _, r / "" ' ¾ , V I I -_; ' --- 0 _,_ ,,. ~ / / ,,. x \ / E 6011200 \ N 21i'2600 w ...J 0 a.. 0::: w ~ 0 a.. SEE DRAINAGE PLAN w ..J 0 a.. 0::: ;:;t-o a.. 1- (J") ...... X w ---------1---~CUNST~\:JC ON 0-l SEE STREET LIGHTING PLAN FOR CONSTRUCTION ---------- b 1 1 1 EXIST POLE ANCHOR 0 \ N 21i'2800 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I ----- 0 0 co 0 _,,,,-:; <o Lu x \ I "° °a I •~.,. f / t.:'i ' r -f-i \ -/ - _/ w -r-~ (-~ ! V ~ - :z: l w I I I a.. 1- (J") ...... X w -BOldLEV-ARD- W"" x \ 2 I 0 3 I / / / I \ \ ' w ...J 0 a.. 0::: 0 a.. Cf) X w .,.-+-----I 0 \, 0 * • DIST COUNTY ROUTE Ora REGIST~NEER APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2.0 J, BRUZ 36198 xp 6/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES G)--PROTECT IN PLACE @--RELOCATE BY OTHERS ~!ECO~D D~A~i~NG ~. 6o. '7'9 UTILITY PLAN SCALE: 1 ";;;;40 • 133 U-3 DWG. NO. R-5689-S I I "' I,___ -M 0 ::l - M 0 ::l (0 00 00 (Tl N z ~ ::l :.:: N :,; (!J 0 w 6 IJ) ill n (!J ~ 0 LL ~ ~ . ~ ~ =-a. • ~ ,,. □ □ ::l .. ..., □ X ~ ~ -.:":l a w >-Vl OJ > a w w 0:: Vl w > I-w <( 0:: a X WI'-..... I-er, er, <( ' ' V 'V Vl ::::E ~ Cl --:, ' O>->-WOJ OJ I-a <(w a -lz I.LI ::::J <.:) :,.: u_ u _JV) w <(W :c ua u X X X ) I \ l N U) \ \sEE TREET GHTING Pl=AN_FOR CONSTRUCTION ---, ( \ R/\./ c0- ~ 1.,..-' ~ :: __,_, w.... ===--=-~ \ II!---/ )( FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I 0 . N Ul X N -w . I I + 2 I >< 3 , DIST COUNTY ROUTE Ora REGIST~NEER APR IL I 4, I 997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 l . 0/2. o ofESSIO ICr.A J, BRUZ 36198 . P 6/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA, 92718 CONSTRUCTION NOTES Q)--PROTECT @-ABANDON IN PLACE IN PLACE R IE CO~ D [') IP.ltt\ '111 ~ t,j G ~-5o·4''? UTILITY PLAN SCALE: 1 "=40' 133 U-4 DWG. NO. R-5689-S -~ 0 ::) ~ 0 ;::) lO (X) (X) a, N z ;::) ::E: N I.!) LU (/) I.!) LL • ::. a.. • Cl Cl ;::) .. ~ Cl I I ' ' j ! l ' ~ :c 0 r 0 ~ " Q 0 ; ~ ~ ~ ~ ll X ~ ~ >-en 0 w (/) > w a:: X w r- I-a, ' < 'SI' Ill ~ ' 0 >-w en I-Cl < -' w ::, z u <.!) -' (/) < w u 0 X X X ~ --3 0 w (/) > w a:: w I-< Cl r-Ol ' 'SI' ::ii: Cl --::, >-en 0 w :,,:: u w :c u I\) - f-- =-- -- ..,,.-------~--...__ ...._ -....... I\) 0 ><."' "' ---X I.LJ V I\) ···--"\,_-------------, ... __ ;;; ________ ~_ 0 (C I\) I\; --' I\) x. ,.,_ rn ;g .., g I 0--I 0077t.lZ N (1) (jJ "-' -0 3SN30 STREET a:_ I GHT I NG SEE •• :·NsTRUCTION r~LAN FOR c2 '\.,,. ~-, "-J -T .. '\, ASTE LINE' sfE IN~~s~~~~~R~CTION ~-~ PLAN F I "' 009'7ll2'. ' ~ + IW FOR REDUSCCEADL;~~N~ INCHES ORIGINAL w -' 0 CL 6" PVC OC-GSA 0 ' I " l\J 0 2 3 I ' • BOULEVARD I\) -- IW / N ooost. iZ: l. --f----- ~o z DIST COUNTY Ora ROUTE TE~RE CIVIL ENGINEER REGIS APR IL 14, I g~~E PLANS APPROVAL D WPORT BEACH CITY ~~~~RT BOULEVARD I .012.0 J. BRU 36198 • 6/30/ xp 3300 BEACH CA 92658 NEWPORT • FROST AND ASSOCIATES ROBERT BEIN,p:~~;!~M !4725 ALTON IRVINE, CA. 92718 CONSTRUCTION NOTES 0--PROTECT IN PLACE @-ABANDON IN PLACE UTILITY PLAN SCALE: 1 "=40 • U-5 DWG. NO. R-5689-S -Lil g - Lil 0 ffi co co 0) N z => E N (!) uJ en (!) u.. . ;:. 11-• □ □ => .. .., □ I I ~ I z :i: § ! ~ 8 • g " ~ ij ;g ; ::0 ~ ' ~ a ' z ! Ci Z ; . ' . • 0 ~ ~ -~ ' ~ ' • z I" ~ 'II i l> I I I ~ J: D 5 th ~ • 0' ..., -w ""' X 0 w >-V') co > 0 w w a:: V') w > I-w <t a:: 0 X w r-r-I-O"I O"I <t ' ' ... ... 1/l ::!: ~ C) J ' 0>->-wco co 1-0 <tu.I 0 ....Jz w :::) <.:) :,.,: u_ u ...JV') w <tu.I :c uo u X X X 0 0 D 0 Lt) 0 I + :::::) --en 0 --z < t-t-w (.I) w IW QCOSL lZ 1'-1 I t ' I Cr;q I " QA78 HnHlclV)VN -'<./ (/7 . 1 3 OOCSt..tG N I -,::j (.I) z -----------• -w .....I w -___ .,,_,,.,, ·---IV_~a--' -~ (.I). _._ • <J) -------..,-\It--------......=.-:.::-_:_ - SEE \./ATERLINE PLAN FOR CONSTRUCTION -SEE DRAiNAG~ PLAN FOR CONSTRUCTION I -0071t.09 3 00291:lZ N 007SliZ ~090L09 3 I -- rn = -r ~j)-_. ~'-/-__,I'.'._ I f, I • {···1\./--- I SE~INDUSTRIAL \./ASTE LINE PL'AN FOR CONSTRUCTION + I I 009St.LZ N 007Sl:!Z N FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I I ' GEE GE'wER PLAN .~" FOR l!.O~lls•AUEST I 0•1 ~""-,-_,_ =----,_-,__,,,-..,.."'--c. ------· --~~__.,.,,,....c.____ ' 2 ' 3 ' C0 0 0 + --------------- p ->-{ \Jl--+- -------L.:J-./..... \ \ IW IL DIST COUNTY ROUTE TOT AL PROJECT Ora I .012.0 68 OtESSI0 ICHA APRIL 14, 1997 J. BRUZ ':iFPJL?A~N~5ist~TAiP~~p5i;RiO~V~A~~L~.:1=ioiAT~Ti'"EE~;;::::.=--ll\~ No. 36198 IC I TY OF NEWPORT BEACH P 6/30/ 3300 NEWPORT BOULEVARD CIVIL ...J w NEWPORT BEACH, CA 92658 RI047B2ER5TALBTEIN, WILLIAM FROST AND ASSOCIATES ON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES CD--PROTECT IN PLACE @--ABANDON IN PLACE -.:JI w I I (.I) u t- UTILITY PLAN SCALE: 1"=40' U-6 DWG. NO. R-5689-S -to 0 ::::, -to 0 ::::, (0 (D (D a, N z ::::, ::c N t!) w (/) t!) L1. • :,, Q. . C C ::::, .. ... C I L " . 0 ~ ~ " z ,. iL--_ -U) w I I ~ z I 0 r 0 I ~ c; ! Cl 0 ! ~ ~ ! ~ ~ ~ ca ~ Z' a ~ t;'. 7 X 0 w >-U') en > 0 w w 0:: U') w > I-w <( 0:: 0 X w r--r-- I-O'I O'I <( ' ' ... ... V) ~ ~ c:) , ' O>->-wee cc 1-0 <Cw 0 ....Jz w ::JD :-,: u_ u ----' ...JU') w <CW :c uo u X ---;:;.__ X X, 1----co "-J . (J'J w -O;l X -(D po "-J (/) I I -------/ ) FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES \,~ \ \ \ I , \~ l? \ I \ ' I I I \ ·* 0 I I ;;; {D • '0, I I \ I I • \ ' \ \ I l -(jJ ,col I\J l " I )( I I 2 I 3 ' ~ I DIST COUNTY ROUTE IL TOTAL PROJECT L T Ora I .0/2.0 69 133 ~'V REGISTERECML ENGINEER 1',0FESSI0-1( ICHAE J. BRUZ ~ "' "' o: No. 36198 "' lciWni:~~~~~~--...l\ p 6/30/ 1 J, UTILITY PLAN SCALE: 1"=40' U-1 DWG. NO. R-5689-S -,,. 0 :::, -,,. 0 :::, ID co co (1) N z :::i :!: N t!) w U) t!) "-• , Q. • 0 0 :::, •• ~ 0 I IL-- I I I I I I ~ z ! , ll n ' 0 0 j el i . 1 0 • ~ a • z 2 C. X Cl w >-V) ca > Cl w w 0::: V) w > I-w <( 0::: Cl X I.LI I'-I'-I-O') O') <( ' ' ,-. .. .. fl:'. 0 Cl 3: :I: ' Cl>->-wca ca I-Cl <Cw Cl ...Jz w ::, Cl ~ u_ u ...JV) w <CW I UCl u x- X X t 2 , I : NOTE 13 - RT ETW-I FINISHED i---CHANNELIZER SURFACE ' EPOXY CHANNELIZER (SURFACE MOUNTED> TYPICAL RIGHT SHOULDER INSTALLATION NO SCALE t I 2, : NOTE 13 I i I CHANNELIZER -~ ..... -LT ETU FINISHED SURFACE CHANNELIZER (SURFACE MOUNTED> TYPICAL LEFT SHOULDER INSTALLATION NO SCALE NOTES 1. ALL CONFLICTING SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED PRIOR TO STARTING UORK ON EACH STAGE. 2. ULTIMATE STRIPING IDENTIFIED ON STAGE CONSTRUCTION PLANS SHALL BE PERMANENT STRIPING AS SHOUN ON THE PAVEMENT DELINEATION AND SIGNING PLANS. 3. PLAN VIEU DIMENSIONS REFER TO CENTERLINE OF TEMPORARY RAILING, TYPE K, UNLESS OTHER- UISE NOTED. 4. A MINIMUM CLEARANCE OF 1 FOOT Cl') SHALL BE PROVIDED BETUEEN EDGE OF TRAVELED UAY CETUl AND TEMPORARY RAILING, TYPE K, UNLESS OTHER- UISE NOTED. 5. TEMPORARY RAILING, TYPE K, SHALL BE ANCHORED TO PAVEMENT PER DETAIL SHOVN ON THE STAGE CONSTRUCTION DETAIL SHEETS, UNLESS OTHERVISE DIRECTED BY THE ENGINEER. RAILING SHALL BE DELINEATED VITH CLEAR OR YELLOV MARKERS VHEN LOCATED ON THE RIGHT OR LEFT SHOULDER. 6. ALL CHEVRONS AND DIAGONAL MARKINGS SHALL BE PLACED AT A 45° ANGLE TO ETV. 1. LOCATION OF CONSTRUCTION SIGNS ARE APPROXIMATE, EXACT LOCATIONS ARE TO BE DETERMINED BY THE ENGINEER. 8. CONSTRUCTION SJGNS 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 NONCONFLICTING ROADSIDE SIGNS AS DIRECTED BY THE ENGINEER. PERMANENT ROADSIDE SIGNS SHALL BE USED WHERE POSSIBLE. 11. R26S C12"x18"l SIGNS SHALL BE INSTALLED AT 300' SPACING UHERE THE SHOULDER VIDTH IS LESS THAN 1'. 12. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT C2-COATSl OR TEMPORARY PRE-FABRICATED TAPE UNLESS OTHERVISE NOTED OR AS DIRECTED BY THE ENGINEER. 13. CHANNELIZERS SHALL BE 2' FROM THE EDGE OF SHOULDER STRIPE UNLESS NOTED OTHERVISE. FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I I 3 I I tVA IS'\"\1 { +H- o ~ 0 A ... ..... DIST COUNTY ROUTE -Ora I .0/2.0 70 133 ~~ REGISTERED CIVIL ENGINEER v.,.o,ESSIO!y4{ /li,s, HILBERT ~., Pi W. DICKSON%. APR IL 14. 1997 ~ N-0--,-9-4-, 1-'';.1 PLANS APPROVAL DA TE I • I ..,_..,........, ...... ....,...,... ................ _____ ,1.\·it Exp 9/30/97 lt -CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD J''4,.~ ...... c_,v_iL'":. ~ ... NEWPORT BEACH, CA 92658 or CA'-'~c~ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 LEGEND CONSTRUCT THIS STAGE CONSTRUCT TEMPORARY PAVEMENT CENTERLINE OF TEMPORARY RAILING (TYPE Kl TEMPORARY CRASH CUSHION TYPE II BARRICADE UITH N3 MARKER CHANNELIZER <SURFACE MOUNTED> DIRECTION OF TRAFFIC PAVEMENT DELINEATION DETAIL NUMBER <TEMPORARY) CHANGE OF PAVEMENT DELINEATION DETAIL ANGLE POINT ONE POST SIGN <TEMPORARY> TUO POST SIGN <TEMPORARY> TEMPORARY 12" YELLOU FLASHING BEACON EXISTING SIGN, STRIPING AND PAVEMENT MARKINGS TO REMAIN AS SHOUN PAVEMENT MARKING AS NOTED STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 1 SCALE 1"=40' SC-1 I I T Vt NrWl5v" 1 Mi.. A, • DWG. NO. R-5689-S --0 u (/) --0 u (/) (D w 0:, OJ "' t z ' ::J ~ ::;: i-ff CJ • "-, . ::> D. • 0 0 ::J -.. " 0 i - D o 0 ~ I .m !.____ .,, ~ I 0 6 D n m ~ i D ~ ' z a C 7 X Cl w >-1/) (lJ > Cl w w 0::: 1/) w > I-w <C .o::: Cl X wr-r- I-a, a, <C ' ' V V :,£ 0 ...., 3: :c :c ' CJ>->-wee cc I-Cl <Cw Cl ...Jz w ::, (.'.) :,.::: u_ u - ...JI/) w <CW :c UCl u I I X---1 X - ~ -- X MACARTHUR R18-2 --·· -, ' J -r-1 ---- ~ ~ I --:-::::1 <j 7 I ' ! iJ / ' I I I I / I I , I i SAN JOAQUIN HILLS RD u m 0 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I R28S-1 E I I 2 I 1,/14 E 3 I RI\./ E ------- G93 .__E_, G93A EXIST EP 4' 1 1 ' 0 0 • 0 0 + 01 ~ ...... < I-en w z -__J I u I-< :E I- LL w __J ~ 0 __J w CD w w en DIST COUNTY ROUTE Ora Mef~~ REGISTERED CIVIL ENGINEER APRIL 14. 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2.0 ofESSIO ILBE . DICKS 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, \./ITH SCUPPER @-FURNISH AND INSTALL TEMPORARY CRASH CUSHION, ARRAY PER PLAN @-FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN @--FURN I SH AND INST ALL CONSTRUCTION SIGN ON ONE POST OR T\./0 POSTS PER PLAN @--RELOCATE EXISTING SIGN AND POST TYPICAL SECTION MACARTHUR BOULEVARD PROPOSED RETAINING \/ALL " STA 155+60.00 TO STA 158+85.00 NO SCALE " " " " STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 1 SCALE 1 "=40' SC-2 DWG. NO. R-5689-S -('J 0 u (fl - ('J 0 u (fl CD (X) (X) OJ ('J z ::::, ~ C!) LL • ::,, !L • Cl Cl ::::, .. ..., Cl I I I I ' ~ ' z :r µ CJ ! 8 ~ ! ~ 2 X >-en Cl w l/l > w a:: X WI'- I-O'I <t ' ~v a. ..J "") ' Cl>-wen I-Cl <w ..Jz :::J (.'.) u_ ...Jl/l <tW UC! x- X X Cl w l/l > w a:: w I- <t Cl I'- O'I ' ,;r C ;;::: :I: >-en Cl w :,.::: u w I u / R/\,J SEE RET~INING \,/ALL PLANS < u ro '1" N • N (J) + co L1) - -· ---co - -, ) ,6' - l1' ·· --E)--0 . • • -- 1"1 ' E AT 50' SPACING 133 CTYPl -----t----=~~=-==::~--------=--=---t--------------------- < • , ' -J:s· ----A -... I ,-so < , -- EXIST STRIPING TO BE REMOVED < , I 1 31 + • • i f l .J 162 [ R/\J -- --- 29 9 218 0 -o D I.I.I z ......, ...J I I.I.I I.I.I CJ) r •...::> I Mil I-..., DIST COUNTY ROUTE TOTAL PROJECT -Ora I .0/2.0 72 133 ~~ REGISTERED CIVIL ENGINEER ~?,OtESSro,,.4~ fJ-~ HILBERT '\ f W. DICKSON °%-97 ~ -----,~ APR I L I 4, 19 ~ 19417 '° ..;:.:..,.;..;,,;..:::;..,"""""=.,.:-:'n'DA';:-,TrrE,-----I I No.____ I PLANS APPROVAL -IC Exp 9/30/97 JI-~ CITY OF NEWPORT BEACH .s-,.. CIVIL _,,,,. 3300 NEWPORT BOULEVARD 4~-----;~~ 01' cM-\'c NEWPORT BEACH, CA 92658 ROBERT BEIN, WIL~IAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES @-FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, \JITH SCUPPER 0-FURN I SH AND INST ALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN --------~-------------1---0::--------------------------------L R/\,J --u @-CONSTRUCT TEMPORARY 4" AC OVER 6" CAB ' \ ' ' \ \ w Cl. I-< z I-r,-...... '1" 0 -• CL •• 0 0 '1" L1J (0 + _J (J) (!) 0 1./) z z -<w ·- E .--- I-< ~ EXIST EP-rEXIST EP 4 ' 1 1 ' 11 ' V AF 1 1 ' VAR _1 4 ' -~~ ,','. ~,,,,, ...!..;. i.... ' ~ ~ fr fr I I 131 ' ill_____ \ .....____ _____ l I '1 ______ J \\ -----\ 133 TYPICAL SECTION MACARTHUR BOULEVARD \ STA 155+60.00 TO STA 158+85.00 NO SCALE PROPOSED SEWNIN: Ii \ --------.. --- " " " " " '\ EXIST EP-rEXIST EP 4' 11' 11' 6' 11' 11' I 4' -~VAR \ '-- .(} .(} 1111111 '31 ',.....____ ___ :~----'l'-----'. _J I _______ _ I I ,_____ _ _____ J 133 TYPICAL SECTION MACARTHUR BOULEVARD STA 159+41 TO STA 166+55 NO SCALE --- STAGE CONSTRUCTION TRAFFIC HANDLING STAGE 1 PLAN lj_JL _____________________________________ FooRfciucimPLA~~=:--q--\-~~-~--;l-----------------------T-------===TI1,;~1~1~r=:ut-~ i ... "· • FOR REDUCED PLANS o I 2 3 DWG. NO. R-5689-S ORIGINAL SCALE IS IN INCHES I I I I I I I SCALE 1 "=40' SC-3 - -M 0 u (/) ~ M 0 u (/) <D O'.) 00 Ol N z :::, :I: t-(!) IL • =-0.. • □ □ :::, t-.. .... □ I I I I I I I I I I I • • • . < -~ . 0 ~ ~ D z !" ll C ~ 0 I ~ :i: 0 6 ~ n 0 0 D ,, 0 u ~ 0 ~ I r:. - -.J N -w "" X >- OJ Cl I.LI 1/) > I.LI 0:: X w r- I-O'I <t ' 'SI" ~ J ::r:: ' Cl>-wco I-Cl <tw ......Jz ::i (.!) U-.....JI/) <tW UCl X X X Cl w 1/) > w 0:: w I-<t Cl r-a, ' '<I" C 3= ::r:: >-co Cl w ::,,:: u w ::r:: u REMOVE EXIST STRIPING !-z _______ __, FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I I 3 I 29 SO LF" ~ , DIST COUNTY ROUTE Ora %th!:~~ REGISTERED CIVIL ENGINEER APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 1.0/2.0 73 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA, 92718 CONSTRUCTION NOTES @-FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, VITH SCUPPER @-FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN @--CONSTRUCT TEMPORARY 4" AC OVER 6" CAB 60' t. VAR I ES 4 ' 11 ' 11 ' 6 ' 11 ' 1 1 ' 4 ' --~-----~ 60' TYPICAL SECTION MACARTHUR BOULEVARD STA 169+55.84 TO STA 1,8+22.92 NO SCALE t VARIES 1-• VAR VAR 6' 11' 11 'TO 11 'TO & .J..'.I 13' 13' VA 11 ' EXIST EP .- 4' EXIST EP EXIST EPI I J} IJJ lf lf ----------,--- 1 _____ .J TYPICAL SECTION MACARTHUR BOULEVARD STA 1,8+22.92 TO STA 184+20.22 NO SCALE STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 1 SCALE 1 "=40' SC-4 DWG. NO. R-5689-S -" 0 u (I) - " 0 u (I) (D 00 00 OJ N z :::) :,: (!J LL • :, n. . D D ::::, .. " D I I I I ii--_ I I I l ~ • , " ' , ~ 0 " 0 ~ ~ z C ,, \; ;z '.I'. 0 5 n D D " 0 a X X X X X >-co Cl L1J V) > L1J a:: L1J r--i-en <(' 'St" ~ -, :c ' Cl>- WOJ I-Cl <(w _Jz :::) c.., u_ _JV) <(L!J UCl Cl L1J V) > L1J a:: L1J I- <( Cl r--en ' 'St" Cl == :c >-co Cl L1J ~ u L1J :c u 0 0 " 0 I-0 :r: + (!) 0 _o a:: N w< > I-0 (J) mw <z w w (J) - I r e- l xc--~x- + )( '" ~ ff"'j 0 X -[}? • ~ ' \ \ \ \ I \ ' ~ 6:.? 1 5 0 1~1 ::!:J '1.I -J.:5 VI co "' a, ; 0 '-I.I~ / h_ ru,~ (/J p Qj O} f',,, 0 .,_, I ---~ ------------- I '" --,. ><.'-4 --" :x:.ccf {1) w C\) " 0 + 2 3 2 4 I ,1Ji I I ('1 ~ ,ts ~ r,\ I ---~ --co 0 )(:-" 0 0 w co I + D 0 0 + 0 0 ====~==4N /\J 0 (0 . -0 LIJ z :r: u I-< ___ _.:E > I- LL LIJ __J :Jc 0 __J LIJ m DIST COUNTY ROUTE Ora I .0/2 .O %tkt:~~ REGISTERED CIVIL ENGINEER APR IL 14, 1997 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 1 x z \ 1 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 @--FURN I SH AND INST ALL CONSTRUCTION SIGN ON ONE POST OR TWO POSTS PER PLAN @--CONSTRUCT TEMPORARY 4" AC OVER 6" CAB /2 I -----+--... ...,.1.... o:, I ;n C: V) :z:- STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 1 133 SCALE 1"=40' SC-5 L.L--L--------------------------------------------------::-:::;::--;::-;::;;-;-:-:::;::::-;:::-:-7:::'----------:-----.....l~.._, _________________________________ 7r-----------11'"Ti'v'<W7iJJ:' n:mi5T-m u,i;;."'.Ji,,:'lJf FOR REDUCED PLANS o I 2 3 - ORIGINAL SCALE IS IN INCHES I I I I DWG. NO. R-5689-S ~ I 0 r 0 ~ 8 ! i l ~ ~ ! xi i ~ • [ 0 ~ ! ~ g il ~ .:i: :4 ...J .... -Lil 0 u Ul Lil 0 ~ u Ul z (0 :r 00 0 r 00 0 0) ' ll g N a z ~ ~ ~ ::::) • ! ~ ::E ~ ! (!) ' z 5 • i;: .'7 LL • • :a 11. . D D ::::) .. ~ D • X Cl w >-Vl co > MACARTHUR ---- Cl w w c::: Vl w > I-w <( c::: Cl X wr-r-- I-O') O') <(' ' ..,. ..,. a:: 0 0 ;:: :c ' Cl>->-wco co I-Cl <Cw Cl _Jz w ::::) 0 :,.:: u_ u _JV) w <(W :r: UCl u -------i I I --.) --I E R18-2 X X I l I I [ l 14' . ' . . . . . . . E --B □ULEVAR □-_ .. ______ _ 0 0 a 0 0 + I- 0) LL ~ L1J ...... ...J < ~ I-0 DIST COUNTY ROUTE Ora I .0/2.0 75 133 ~~ REGISTERED CIVIL ENGINEER QfESSlo ILBE APRIL 14, 1997 • DICKSO "" "" 19417"' . PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 P 9/30/9 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE -~-.....--:-'-----4--l-----l-,'&-".;""-· ------1 "7 d,'izi.========::±zic==========l=ta==========l=ll•:frB:========I (/) ...J L1J 0-FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, \JITH SCUPPER @-FURNISH AND INSTALL TEMPORARY CRASH CUSHION, ARRAY PER PLAN @-FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN R28S-1 E 1,/14 E SAN JOAQUIN HILLS RD EXIST CHANNELIZERS TO REMAIN FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I 3 I 1R/\J EXIST EP L1J z -...J I u I-< :l: CD L1J L1J (/) @-FURNISH AND INSTALL CONSTRUCTION SIGN ON ONE POST OR T\JO POSTS PER PLAN @--coNSTRUCT TEMPORARY 4" AC OVER 6" CAB TYPICAL SECTION MACARTHUR BOULEVARD STA 152+O8.OO TO STA 158+85.OO NO SCALE STAGE RETAINING \/ALL SULIT PER STAGE 1 I I I I L_ CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 2 SCALE 1"=40' SC-6 DWG. NO. R-5689-S -(D 0 u Ul - (D 0 u Ul (D co co ~ m N z z :t ::) 0 ~ ::;: 0 N ill " (!) C 0 lJJ I ~ (J) (!) ~ ~ IL ~ Q • ::,, 0.. • Cl Cl ::) .. ..,, Cl X >-co D w (/) > w 0::: X wr-I-er, <C ' ... :.:: J :c ' D>-wco 1-0 <Cw ...Jz ::lo u_ ...JV) <{W UD X X X D w (/) > w 0::: w I- <C D r-a, ' ... C 3:: :c >-co Cl w :,.::: u w I u 0 0 R/W PROP RETAINING WALL PER STAGE 1 AT 50' SPACING 133 (TYPl 29 9 218 \ \ \ \ \ \ \ \ \ \ ---10' O:'. w a. I-< ,..,_ ~ 1- WO-• a_ •• 't 0 (!) w (!) + _, ,..,_ (!) a c.o .z .z -< w \ \ 0 - (/) z < Ct'. I- o-... 00 N (!) + en o L1) z -w 131 .--------< E 15' 138 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I -R/W 2 I 3 I R/W I 1-z ..... 0 0.. 15' I u _J I- < (!) < >Z L 0 ..... L 0.. w w ..... _J Ct'. Ct'. Ct'. (!) w 1-z 0.. (!) Cf) <<Z I-..... 1- 1'1-0.. Cf) Lf) -1-t 1-t • •• 0::: X '-l"OI-W (!) (!) (/) + z '-t (!) (!) ..... tD W W 0 -CO CO 7 EP 60' I DIST COUNTY ROUTE TOT AL PROJECT Ora ~~ REGISTERED CIVIL ENGINEER APRIL 14. 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2 .O v.0fESSI0 ILBER • DICKS 1941 . XP 9/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE @-FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, WITH SCUPPER @-FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN @-coNSTRUCT TEMPORARY 4" AC OVER 6" CAB t IO' 1.3. 15' I.' 1 I ' 11' 6' 11' I ;------ 11' s•I 1 --- 1f I 1 ' lJ f1 i ~---r,r-TT77T,~~/ ~r' ---_I ------------- TYPICAL SECTION MACARTHUR BOULEVARD STA 110+00.00 TO STA 118+22.92 NO SCALE STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 2 SCALE 1"=40' SC-1 DWG. NO. R-5689-S -,,.. 0 u (ll -,,.. 0 u (ll CD co co "' N z ::, L N t!) w (ll t!) lL • ::. Q. • □ □ ::, •• '-f □ I I I I I I ' e ' • ~ • " r-• • 0 ~ ~ • z !" I.___ ~ I 0 r 0 i\l " i i ; ~ " a c.~ -.J G" X Cl w >-Vl OJ > Cl w w 0::: Vl w > I-w <I: 0::: Cl X w r-r-I-(YI (YI <I: ' ' V V 0:: 0 3:: 0 :i: ' □>->-WOJ co I-Cl <w Cl ....Jz w ::i <.::> :SC u_ u ....JV) w <I:W :i: UCl u X X X 138 1 31 i I ----~--... -R/\./ l21B 9 29 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I 3 I I EP 60' I 4• 11· 11· 6' 11• 11· s·I ----,. 1' ~ --------.. 1' I ~,,,,r_l:l __ i} rnQ_J JI , ______ _ ----- DIST COUNTY ROUTE TOTAL PROJECT Ora I .0/2 .O ~~ 1<0fESS10 REGISTERED CIVIL ENGINEER ILBE _ . DICKS ..,,.A,;;.,P,.,..,R,,...1 ;::;.L =I 4,,,::•,.,..,.,..1....,,9c-:-9 7..,.,,....----1 ~ No 1941 PLANS APPROVAL DA TE 0 xp 9/3 / CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD CIVIL NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES @-FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, \./ITH SCUPPER @--FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN @--CONSTRUCT TEMPORARY 1." AC OVER 6" CAB VARIES 15' .,,,,---- __,. ----- STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 2 SCALE 1"=1.0' SC-8 DWG. NO. R-5689-S 133 -00 0 u U) ~ 00 0 u U) co 00 co m N z :::, L N (!) L1J U) (!) LL. • ~ n. . 0 0 :::, .. ~ 0 ~ z J: ~ I 0 ~ ~ 0 ~ I e .7 ..., -.J - X Cl w >-Vl co > 0 w w 0::: Vl w > t-w <t 0::: 0 X w r--r--t-O'> O'> <t ' ' '<I" '<I" a.. Cl -I 3:: "'"J :c '-Cl>->-wco co t-0 <tw Cl -lz w ::::, <.:) :,,: u_ u _JV) w <CW I UC! u X X X 1-w Ww Iz (/) ...... w _J WI (/) u I-15' 0, w < -------------------···· ·----i-~ ---------------------------- t-z f -l -• rv u w 9 ro 0 • N --..r " + ....,\ N 0 N 0 + u CD f.D t-r,-_J • U) ~ f.D LJ) + f.D N • (TJ U) -N 0 w ::;: w > < (L 0 (L •:::E: ow 0 t- + (") O)( m z_ -Wm (J} • u CD u CD ; , \, 12"WHITE CHEVRON MG AT 50'SPACING <TYPl X -..s • (TJ U) -N -----, _____ _ --, ,.,,.,. ___ ---- Ji Kl R/W I I FOR REDUCED PLANS ---' I I ORIGINAL SCALE IS IN INCHES 218 D I 9 I I 29 ;::;-;::::.:c.+-~(p ~ - 2 I 3 I 0:: w t-(L z < U) ,_, I-0 0 U) • (L N -- VAR 0 0 + l-o LL ow ==-·•=,.= =i=='"=i N ...J 1 EP 60' DIST COUNTY ROUTE Ora ~~ REGISTERED CIVIL ENGINEER APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2.0 o,Ess10 ILBE a • DICKS ~ No. 1941 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 0-FURN I SH AND INST ALL CONSTRUCTION SIGN ON ONE POST OR TWO POSTS PER PLAN @-CONSTRUCT TEMPORARY 4" AC OVER 6" CAB NO mw , r,-w +-1 I VARIES 15' + ro (!) 4' 11· 11• 6' 11• 11• 5' 00(!) mz< ,1• O)W -- "v -g "------.,,_, n n 6 6 -HJL': --!l ---1-..._ ~ C'-. .,,__ & /4 ,,, '-...._ V V ill U U 01 I -25::... -.....:-:-.... ---= .,,, , (JJ • Q:, ~ ,, -------:../ ............. _____ ,,.. --'r---- _____ .,,,.... --------- 1-------------- TYPICAL SECTION MACARTHUR BOULEVARD rr. ()'\ 0 ---~ ----_________ :::-:_i X E X X ()'\ ,e:=-~-~='""""° 0 o -----,~,,,.. ... ,==-~o • Q:, STAGE CONSTRUCTION TRAFFIC HANDLING STAGE 2 SCALE 1"=40' PLAN SC-9 DWG. NO. R-5689-S ~ 5 • ~ • ~ 0 • ~ • I I ~ • a • • i 0 • ~ ~ -(J) 0 u (/) - (J) 0 u (/) U) ro a, (J) N z ::, ~ L " • • t'l ij LL • n ~ • 0.. • Cl Cl ::, .. ~ Cl i -" . C ~ ~ :I] -~ !.___ ~ J: a Ei n n 5 0 ~ ~ " ~ m < z i5 C z ~ • " C ' ~ 0 t z "' n ~ ~ I ~ :"' -.l <» ' ~ -~ ~ z J: a ~ a ~ n 0 a ,, CD C i3 ~ ! ~ z C i • 0 ' ~ ~ " z !" ~ " 0 CD ,; l> ~ z J: a Ei ~ n g ~ g " ~ ~ z Q C X >- C'.l Cl LI.I l/l > LI.I c::: X I.J.J r--- I-en <t ' V 0::: C ' Cl>- LI.I C'.l I-Cl <t LI.I ...Jz ::::, (.'.) u_ ...JV) <tLLI UCl X X X Cl I.J.J V) > I.J.J c::: LI.I I- <t Cl r---en ' V C ;::: ::i: >- C'.l Cl I.J.J :,.::: u I.J.J ::i::: u ----- I I E EXISTING TRAFFIC SIGNAL MACARTHUR ---- \ I R18-2 I , I I I I ii I\ Ii ! ro I I I I I I E _ -_ -_ -_ -_ -_ -B □ULEVAR □- 14, ,~ ef:' ------'f-;-.,.,--"-··_--_ ... H.--+r_,,.-=-._.-_-_-_-::_-_-_-_-_-_-_--;-1--:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-::_,7=--:_-:_-:_-::,,...::._c::e.-_-_--=.---l-l-:---------I ~ ~ t?,~,.;::======::::l::i;:l:i=========l:::4"1========l==ll:i.B:========I -------_-~--- ~ R28S-1 E 0 0 • 0 0 + m ~ ..- < I- (J) w z -_J I u I-< ::E I- LL w _J ~ 0 _J w (D w w (J) DIST COUNTY ROUTE Ora ~~ REGISTERED CIVIL ENGINEER APR I L I 4 , I 99 7 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2.0 oFESSIO ILBER . DICKSO 1941 ·---- xp 9/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE 0--FURN I SH AND INST ALL TEMPORARY RAILING, TYPE K, VITH SCUPPER @-FURNISH AND INSTALL TEMPORARY CRASH CUSHION, ARRAY PER PLAN @--FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN 0--FURN I SH AND INST ALL CONSTRUCTION SIGN ON ONE POST OR TVO POSTS PER PLAN @--RELOCATE EXISTING SIGN AND POST '''J ' I I ' ' t I 1,174 E ! I / I 10' ii 152 -- 0:1 TRANS FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES --- -13• --e 0 I 0 I ( 0 I 2 ( \ \ I I I 3 ( / _v_ 0 0 0 0 12' VAR 1' 13' 13' TO 12' & VAR & VAR 5' {> {> TYPICAL SECTION MACARTHUR BOULEVARD 1 6' & VAR 1 • '4-- STA 152+08.00 TO STA 158+85.0D NO SCALE VAR 13' TO 11 ' 1J VAR 24' VAR TO 11 ' TO 4' 1J 1 • !--I I 1 I I I I L.--4 I RETAINING l,IALL I SULIT PER STAGE 1 I I I I L_ EXIST RETAINING VALL STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 SCALE 1"=40' SC-1O DWG. NO. R-5689-S -0 -u Vl - 0 -u Vl Ul 00 00 Ol (\J z ::::, :i;: (\J (!) w (I) (!) LL . ::, a. • 0 0 ::::, .. ~ 0 I I ' I I I I ~ :c § ~ n 'il i al O i a X >-a:i D LL.I VJ > LL.I 0::: X LL.I r- I-en <( ' 'SI" ~ ""') :c ' D>- LL.I a:i 1-0 <( LL.I ....Jz ::J <.:) u_ ....JVJ <( LL.I uo X X X D LL.I VJ > LL.I 0::: LL.I I- <( D r-en ' 'SI" Cl 3: :c >-a:i D LL.I ~ u LL.I ::i::: u REMOVE EXISTING STRIPING R /\./ R/\./ SEE RETAINING \./ALL PLANS 1B 25A 9 -- C31A - (!) :z ...... _J \ ...... \ \ < a::: 0 0 a.. \ • .l:: . 0 W \ \0 1- \\d)\ 0 /_[) :z ~ iJ.J \ \ \ \ ' ' -- (() :z < a::: I- • •• oo 'st (D + mo LJ) :z -w -- --- - - u LL.I rt-l-o 0::: • 0--.J" + 0 -. (!) 0 --.,t DIST COUNTY ROUTE Ora ~~ REGISTERED CIVIL ENGINEER APR I L I 4 , I 99 7 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2 .O • I CKS .,_..:.1.;;.94..;..I;..;._ xp 9/30/ LR/~---------__ ..:i:;=..:;:-:;-;:;-::..:===-==I --===-=:::::~--:-:::=!:..===--------------------------0 0 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY ------ 1 1 ' 0-- 1 1 ' e- u lJJ 1 1 ' rt-l-oo 0::: • rt-• (J)~ + 0 0 • (0 (\J -~ 1 1 ' 1 ' 4' BOULEVARD -- - - - 1 ' 1B 25A 9 D 0 0 + U) c.o - < .... CJ) 1 1 ' w z 1 ' 1 1 ' -1 ' 1 1 ' ...J 1 1 ' :::c u .... < ::E 12' .... LL w ...J :Jc a ...J w (D w w CJ) t8' IRVINE. CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE 0-FURNISH ANO INSTALL TEMPORARY RAILING, TYPE K, \./ITH SCUPPER @-FURNISH AND INSTALL CONSTRUCTION SIGN, ON ONE POST OR T\./0 POSTS PER PLAN t 8' I 10• 5' 11 ' 11 ' 11 ' 1 1 ' 4' /I•··•·•· .. ~~~ ./----~r ----- ------7-_J -------~ I ---------- 0 0 TYPICAL SECTION MACARTHUR BOULEVARD STA 161+00.00 TO STA 181+00.00 NO SCALE t I I 12 • 48' 8 ' 1 0 ' 5 ' 11 ' 11 ' 11 ' 11 ' l-,,..'..=--.-I-----~----i-,;:::....i-,c-=- ' ..... 3' TYPICAL SECTION MACARTHUR BOULEVARD STA 181+00.00 TO STA 186+00.00 NO SCALE 4' / / / / / f'1_ACllRU-,lJB ___ --------------------------- e- --i ' --'i_AR.D -~--- -- -R=2440' ----- R/IJ u (0 rt- LI) • -.,t (D + rt- (0 - FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I -- 2'18 SA 3 I 9 --- ---L.. R/\J STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 SCALE 1"=40' SC-11 OWG. NO. R-5689-S --u Cl) ---u Cl) (0 00 00 OJ N z ::J ::;: (!) LL . :,, 0. • Cl Cl ::J .. '4 Cl ~ :i: ~ ~ n o 0 ~ ;g ro 0 ; ! Z 0 C 7 <:) "I'\ - X >-O'.l □ w V) > w 0::: X wr-I-0) <( ' 'q" :,£ J :c ' □>-WO'.l I-Cl <(w _Jz ::J <.:) U-_JV) <(W UCl X X X □ w V) > w 0::: w I- <( □ r-0) ' 'q" Cl ;;:: :c >-O'.l □ w :s::: u w :c u 0 o ___ _ II --0 -o I + (.J ~ (/) ,-,.. - -1 , - -- ------ 5A 218 '------- z:: ; (/) -~ --- ~- 25A 18 9 - R=2440' ------------------ 9 LR/'w - C. I I 12' ..:s • s. I 8' 5' 11' II' 11' 11' .. 5' \. ' \. \. '\ ..... ..... lf --, ..... ~------------6'".,r • .._. _MACARTHUR - --R=2440 • --- - u LLJ (D I-co 0:: • C\l • N 0 + 0 (D • co 0 -'-t .... .. ............................ ·-·········----'·· ...................... . r ...... ---~ ............... J TYPICAL SECTION MACARTHUR BOULEVARD -- • ...... I-• >-< 0 0:: 0 0:: • < 0 0 + (0 00 - ------ ----- (!) z 0:: ...... 0:: UJ ...J UJ a.. ...... a.. << I-< I-0:: z I- 0 ...... -a.. 0 a-.. ::E • a.. •• ow 0 0 -I-'-t w-+ ...J (!) (!) (0 (!) 0 WW 00 zz 00 00 -< UJ FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I -- 131 FROM STA 186+00.00 TO STA 16,+60.00 -- _BOULEVARD_ I I R/'w 2 I 3 I - - ------- ----- 9 -(!) SA ·-----·-··--2------ 9 ...... 0 ...J ...... < 0:: 0 a.. •::E ow C\l I-+ 00 0) z -w a <Z f- (/) f- LLJ LLJ LLJ ZI -(/) LLJ ILLJ u (/) f-< ::E DIST COUNTY ROUTE Ora 1.0/2.0 ~~ REGISTERED CIVIL ENGINEER fESSIO LBE APRIL 14, 1997 • DICKS .., "' PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 . 19417 '° p. 9/30/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES @--FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, 'wlTH SCUPPER @-FURNISH AND INSTALL TEMPORARY w_ CRASH CUSH I ON, ARRAY PER PLAN ~FURNISH AND INSTALL CONSTRUCTION SIGN ON ONE POST OR T'wO POSTS PER PLAN @--FURNISH AND INSTALL CONSTRUCTION SIGN C30, CHANNELIZER AND TYPE II BARRICADECSl AS NOTED ON PLAN STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 SCALE 1"=.40' SC-12 DWG. NO. R-5689-S -N -u (/) - N -u (/) co 00 00 (J') N z ::) :,,: "' LL. • :,, a. • D D ::) .. --t D I I I ! ' i I ' ' ffi -• • D i i! if, E 0 I.__ ~ z X 0 5 ~ n C i a ffl ~ ~ '!I z 6 .s z X X X X X Cl w >-VJ co > 0 W w a:: VJ w > 1-w < a:: 0 w r-r-t-en cn <'' '<l" '<l" ~ ~ ' Cl>->- WCO co I-Cl <w o -lz w :JC) :.::: u_ u _JVJ w <tW :C UCl U C31A 135 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I 3 I .J (j) \ \ \ ' \ DIST COUNTY Ora ROUTE TOTAL PROJECT I .0/2 .O %¼t:~~ orESSIO REGISTERED CIVIL ENGINEER ILBE . DICKS APRIL 14, 1997 .,_...:.1.;c.94..;..I;..;_ xp 9/30/ CIVIL PLANS APPROVAL DAT~ CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 l CONSTRUCTION NOTES 0-FURNISH AND INSTALL TEMPORARY RAILING, TYPE K, VITH SCUPPER @-FURNISH AND INSTALL TEMPORARY CRASH CUSHION, ARRAY PER PLAN @-FURNISH AND INSTALL TRAFFIC CHANNELIZER, SURFACE MOUNTED, SPACING PER PLAN ®-FURN I SH AND INST ALL CONSTRUCTION SIGN ON ONE POST OR TVO POSTS PER PLAN 0--TEMPORARY 12" YELLOV FLASH I NG BEACON ON 10' TYPE 1A SIGNAL POLE PER CALTRANS STD ES-SA, VITH SIGNS AS NOTED ON PLAN @-FURNISH AND INSTALL CONSTRUCTION SIGN C30, CHANNELIZER AND TYPE II BARRICADE<Sl AS NOTED ON PLAN C 1 1 212 -- -- !€ C: (I) ::c- STAGE CONSTRUCTION TRAFFIC HANDLING STAGE 3 SCALE 1"=4Q' PLAN SC-13 DWG. NO. R-5689-S -u Ul - M -u Ul gi ~ !ii :::, :E: {!) ll. • ~ n.. . Cl □ :::, .. c3 I I I I I I t I r 0 "" X Cl w >-VJ co > Cl w -w 0:: VJ w > I-w <( 0:: Cl X wr-r-I-O'> O'> <( ' ' '<I" '<I" ll.. Cl ..J 3:: J ::r: ' Cl>->-wee cc I-Cl <tw a .Jz w :::J (.!) :,,: u_ u _JV) w <( w I UCI u X X X -- 1 -- 0 0 LU < > f- 0 en I CD < LU_ 12• ~ Z---w:] _2 2 ·~ m 30·~ :c u f- <11----~ (!) z ...... Q.. -a:: I-- Cf) I- L{) Cf) (\/ ...... • X C\I LU c.o +z m-'-.tO ~7 -. C30A E EXISTING TRAFFIC SIGNAL f E DIST COUNTY ROUTE TOTAL PROJECT Ora %(jefu1a. ·---~ REGISTERED CIVIL ENGINEER APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2.0 QfESSIO ILBE . DICKSO ,_...;.I .;;.94..;..I;..;._ P 9/30/9 CIVIL ~ CA [ R/\J ---------------.J-'------+--------0 0 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY ·I D 14 ' 0 0 IRVINE, CA. 92718 4' 14 ' + I- -MACARTHUR - - - - - ~ ~---12' ~- !-----_-_-_-_----B_OU_LE_V AR_ .. D -(J) '.:f -LL w _J CONSTRUCTION NOTES 0-PROTECT IN PLACE @-coNSTRUTION OF CURB MEDIAN SHALL BE BY CLOSURE OF ADJACENT TRAVEL LANE IN ACCORDANCE \JITH STD T-11 R/\J , I --- -------- .... \ I I I I I I I I /;J1n'n1 : I -.!J,I -.!J, I \ \ -t'i I I -~ I I I I ! I 1 _J < > 0 L LU a:: SAN JOAQUIN HILLS RD (!) z 14 ' ~2 ~0MLE.YARO 12' - 12' 2' ---12' -------- VAR R28S-1 E -i---+--- 39 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I I 2 I \J14 E 3 I R/\J G93 .___E....., G93A 12' 1 2' 12' 30' < I-en w z -_J :c u f-< L ::,: 0 _J w CD w w (/) @-REMOVAL OF TEMPORARY PAVEMENT AND CONSTRUCTION OF PARK\JAY AND CURB AND GUTTER SHALL BE BY CLOSURE OF ADJACENT TRAVEL LANE IN ACCORDANCE \./ITH STD T-11 @-coNSTRUCTION OF ULTIMATE PAVEMENT STRUCTURAL SECTION SHALL BE BY TOTAL CLOSURE OF MACARTHUR BOULEVARD FOR t ONE EVENING BET\JEEN THE HOURS OF 9:00 PM AND 4:30 AM. SEE SHEETS CS-1 THRU CS-3 FOR DETOUR PLAN 12' 8' 1L.' 12' 12' 1L.' & I 11.• & .,.._:..:=-i--=---+--.:.::....-1-o-...:..::.....-i-,.=--..i 12' 12' VAR 8' 12' PROP RETAINING \JALL PER STAGE 1 2' VARIES,VARIES fr fr TYPICAL SECTION MACARTHUR BOULEVARD STA 152+O8.OO TO STA 161+31.65 NO SCALE TO 1L.' 15' RETAINING \/ALL BULIT PER STAGE 1 STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 4 I I I L_ SCALE 1"=40' SC-14 DWG. NO. R-5689-S --.; -u Ul - -.; -u Ul (0 00 00 m N z :::, :E: ID IJ.. . ;;. n. • Cl Cl ::i •• -.; Cl I I ! f , , ~ z r g ll 8 0 D D 0 ~ 1 0 ~ I z C ? U) !i • <:, "\'\ X X X X X >-co 0 w Vl > w 0::: w r--1-O') <C ' ' ,q- :,,:: J :c 0 w Vl > w 0::: LJ.I 1- <C 0 O>->- LJ.I co co 1-0 <Cw o ...Jz w ::i <.:) :,.:: u_ u ...JVl w <C LJ.I :c uo u o' 0 ( 144 PROP RETAINING VALL SEE STAGE 1 1 142 -- / Cl. E u-w I- LO Cfl w-·X -w (Y) + z WO _, 39 1 1 24 DIST COUNTY ROUTE Ora :J./,;,w~L, REGISTERED CIVIL ENGINEER APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2 .O . DICKSO 19417 . P 9/30/9 ___ -_-_-_------~------+--+---[ RIV --0 .. 0 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY ----------______ .._ ______ ------------- -_MlftABTHUR-- - - - - -- ---- - - - - --..,,._====------------ - - ---- / / / \ \ \ \ \ \ \ \ \ \ u m ff- LJ) \ \ \ \ \ \ . ' REMOVE EXISTING STRIPING /. / , , / , / 7 --- REMOVE EXISTING STRIPING 143 39 c... / ' / / / , 11 24 . -e --0 0- - / / -- - ------ / / / 39 1 1 -R/\,J BOULEVARD -- ' f 8 r 2' 14' 12' 12' • 0 0 + ~ LJ) LL to w ..-...J < ::x IRVINE, CA. 92718 CONSTRUCTION NOTES ---+'---------!-'------'----~~ 0 1~~ 1t/ U) ...J 0-PROTECT IN PLACE / / /T/ / / / / / / -RIV 24 143 ' -W 12.!-. Z w CD @-coNSTRUTION OF CURB MEDIAN SHALL BE BY CLOSURE OF ADJACENT TRAVEL -,_, W LANE IN ACCORDANCE VITH STD T-11 y ...J ~ @-REMOVAL OF TEMPORARY PAVEMENT AND / ,, I CONSTRUCTION OF PARKVAY AND CURB 12' 8' ~ AND GUTTER SHALL BE BY CLOSURE OF < ADJACENT TRAVEL LANE IN ACCORDANCE :E VITH STD T-11 @-coNSTRUCTION OF ULTIMATE PAVEMENT STRUCTURAL SECTION SHALL BE BY TOTAL CLOSURE OF MACARTHUR BOULEVARD FOR 12' 12' 2' -=- ONE EVENING BETVEEN THE HOURS OF 9:00 PM AND 4:30 AM. SEE SHEETS CS-1 THRU CS-3 FOR DETOUR PLAN t 8' I 8' 12• 12• 1.,• 8' 12• f,o-"=---,--:-=---;..,-;=---i-,:~....:.:::-1 15' TYPICAL SECTION MACARTHUR BOULEVARD STA 161+31.65 TO STA 181+00.00 ND SCALE STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 4 SCALE 1"=40' SC-15 -u If) - (!) lJ.. • :,, a. • □ □ ::, FOR REDUCED PLANS o I 2 3 _______________________________________________ o::R.::.:1G:::1N.::.:A::.L..:s::c:.:.AL:::E:....:.::1s~1::.:N...:1:.::Nc::.H:::.Es::__:I===='====' ===~' ________________________ _J __________ UDllW~G!..!.~N!Q0l.!!.-....BR=.-52!6§!8~9l-~SL __ _Jii I I X X x- X X >-co Cl w (/) > w a:: w ,-.. I-(Tl <t ' ,...., 'St a:: Cl ' Cl w (/) > w a:: w I- <( Cl i :c Cl>->- WCO co I-Cl <(W Cl ....Jz w ::::i (.'.) :.:: u_ u ....1(/) w <( w :r: UCl U 0 0 ---- ---- / / / REMOVE EXISTING1 STRIPING I I ----~---... u w CD 00 REMOVE EXISTING STRIPING -R/\.1 - - - - ~ R/\.1 / / ,,,. 1143 39 1 1 24 ·-- -- 39 11 24 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I t 12' 8' 14' 12' 12' 0• I 0• 12• 12• ----~ aouIEYA8D --- I I 2 I I 3 I I - I ---- 1 4 ' 12' 14' 8' I 12' - 12' I 1 s • / TTZZie7 .. , 143 - t / / / / 8' I 8' 12• 12• 14• a• 12• i-,-:.:=........-1+-'-:=........t-;_;__-t-''-t---"-1 15' ) 143 DIST COUNTY ROUTE -Ora I .0/2.0 85 133 ~~~ REGISTERED CIVIL ENGINEER y1>,0fESS10,_,4( t; ILBERT '1: f W. DICKSON\ APRIL 14, 1997 ~ 19417 "' 1-,,-;.,,;PL;,A;;.;N;,S ~A.;,;.P~P~RO~V~A~L ~D"=A'='T':":::"E~---\'' ~ N:~P 9/30/97 ,J. _ CITY OF NEWPORT BEACH .!'_,. CIVIL ,_-.. 3300 NEWPORT BOULEVARD ..,,.~ ~ 0 F-c~A1,,~c~~ NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES @-REMOVAL OF TEMPORARY PAVEMENT AND CONSTRUCTION OF PARK\.IAY AND CURB AND GUTTER SHALL BE BY CLOSURE OF ADJACENT TRAVEL LANE IN ACCORDANCE \./ITH STD T-11 STAGE CONSTRUCTION TRAFFIC HANDLING STAGE 4 SCALE 1"=40' PLAN SC-16 I I T VI" Nt. ·vn 1 -~ A, • DWG. NO. R-5689-S to -u U) (X) co m N z ::, :;: 'in LL . :;,, Q. . Cl Cl ::, -•• 'f Cl co CJ\ X X X X X >-a:J Cl Li.I 1/) > Li.I 0:: Li.I r--1-0) <'-..,. ' Cl Li.I 1/) > Li.I 0:: Li.I I-< Cl Cl 3:: ::r: Cl>->- Li.I a:J a:J ~Cl Cl Li.I Li.I sz :,,:: u2 u ....J 1/) Li.I < Li.I :c UCl U u lJj REMOVE EXISTING STRIPING 1 1 143 38A 24 -R/W 38A _ D 12" W~-f.{E CHEVRON ( C; MG@ 50' SPACING (TYPl ~ Lx1 x---0 · _ ll'PE IV ,.Rl AT ~rt---M_ 3C O' SPAC1~r1' Pl *)<\ \ \ .---, TYPE IV PMG (TYPl REMOVE EXISTING u CD CD CD • 0) (\j + lJ) 0) - I I 142 38A 1 1 .--~TYPE IV <Rl AT PMr,i....: ;:....:..:_-=--=-=-:-=-::-:-:-:::--:-:;::::;:;--;-" "300' SPACING <TYPl -- 12 " WHITE CHEVRON PMG @ 50 • SP AC I NG < TYP l - > FOR REDUCED PLANS o I I ORIGINAL SCALE IS IN INCHES I 2 I u CD CD ()) • (D (") + ~ ()) - > 3 I > u lJj C\I '-t • ~ + co ()) - REMOVE EXISTING STRIPING --- ) \ \ \ 1'/ 38A > q VAR 16' I u t-< .:E w I .,_, DIST COUNTY ROUTE Ora ~~ REGISTERED CIVIL ENGINEER APR IL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2 .O ESSIO~ BER , DICKS ,,, .;.;..:;.....;;;_1_9_4""."'.17~1';;\ • xp 9/30/9 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA, 92718 CONSTRUCTION NOTES @-coNSTRUTION OF CURB MEDIAN SHALL BE BY CLOSURE OF ADJACENT TRAVEL LANE IN ACCORDANCE WITH STD T-11 @-REMOVAL OF TEMPORARY PAVEMENT AND CONSTRUCTION OF PARKWAY AND CURB AND GUTTER SHALL BE BY CLOSURE OF ADJACENT TRAVEL LANE IN ACCORDANCE WITH STD T-11 @-FURNISH AND INSTALL CONSTRUCTION SIGN C30, CHANNELIZER AND TYPE II BARRICADE<Sl AS NOTED ON PLAN ------------------- -BOULE VAR □------- > > X X > > > STAGE CONSTRUCTION TRAFFIC HANDLING STAGE 1. SCALE 1"=40' PLAN SC-11 DWG. NO. R-5689-S r,--u (/) ID 00 00 a, N z ::::, :>: (!) LL • :,, Q. • 0 0 ::::, I I I X Cl I· w >-V) ro > Cl w w 0::: V) w > I-w <( 0::: Cl X wr-r- I-O'I O'I <( ' ' '<I" '<I" ID C a.. 3: C :::c ' Cl>->-wro ca I-Cl <(w Cl ...Jz w ::::i (.'.) :.::: u_ u _JV) w <CW :r: UCl u SIGN X--1 X X MACARTHUR BLVD CONSTRUCTION AHEAD PACIFIC COAST H\.JY ROUTE "8-1 " ALTERNATE 92" SIGN "A" NTS J/\~,aos.tt UJ I· • I t: (\J ---t I· MACARTHUR BLVD CONSTRUCTION AHEAD USE ALTERNATE ROUTES 92" SIGN "C" NTS MACARTHUR BLVD CONSTRUCTION AHEAD t N JAMBOREE ROAD ---t ALTERNATE ROUTE 92" • I SIGN "8-1" NTS C18 C18 MACARTHUR C13 ::,, L1J ,_, 110 120 > LlJ > \ SIGN "8-1" ~ SIGN "L" C13 I· 0::: ,_, 0 0::: co 0 a::: < <::i \ SIGN "B-2" I ~ SIGN "B-2" SIGN "S" FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I I I • I LEGEND T\./0 POST SIGN i ONE POST SIGN SCI I t DETOUR I SIGN "L" = G28-211l,C5CLl SIGN "R" = G28-2C1l,C5CRl SIGN "S" = G28-2C1l,SC3 ALTERNATE ROUTE TRAIL BLAZER SIGNAGE MACARTHUR BLVD CONSTRUCTION AHEAD t: N ---t JAMBOREE ROAD ALTERNATE ROUTE 92" • I SIGN "8-2" NTS DIST COUNTY ROUTE Ora %/ief~~ REGISTERED CIVIL ENGINEER APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2 .O 87 1<0fESS10 ILBER . DICKS 1941 . xp,9/30/ CIVIL DF CAI: ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 NOTES 1. FURNISH AND INSTALL CONSTRUCTION AREA SIGNS SHO\./N HEREON FOR THE ENTIRE DURATION OF CONSTRUCTION UNLESS 2. 3. 4 . 5. DIRECTED OTHER\./ISE BY THE ENGINEER. LOCATION OF CONSTRUCTION AREA SIGNS SHO\./N HEREON ARE APPROXIMATE. EXACT LOCATIONS TO BE COORDINATED \./ITH THE ENGINEER. THE CONTRACTOR SHALL INSTALL PERMANENT SIGNS \./HERE POSSIBLE TO SUPPLEMENT CONSTRUCTION AREA SIGNS. THE CONTRACTOR SHALL COVER ANY CONFLICTING GUIDE SIGNS AS DIRECTED BY THE ENGINEER. ALL SPECIAL SIGNS SHALL HAVE A BLACK LEGEND ON AN ORANGE BACKGROUND \./ITH 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. 6. SEE SPECIAL PROVISIONS FOR "CONSTRUCTION PROJECT FUNDING IDENTIFICATION SIGNS". SIGN C13 ;,' SIGN "C" C18 BISON AVE "A \ ,\ '-----::::::: 'i,J:/ \ SIGN "R" 760 110 BOULEVARD 2 I 3 I SAN MIGUEL DRIVE SIGN ~ "R" / C13 SIGN "R" C18 C,11\t I >-ot\t -f ROAD -f i -v-( f SIGN "L" SIGN "A" / 100' ~ ROAD PRAIRIE ROAD CONSTRUCTION AREA SIGNS NO SCALE CS-1 DWG. NO. R-5689-S --0 (/) u --0 (/) u (.0 m m m N z :::i ::;: N "' w C/l "' LL . ::, Q.. . Cl Cl :::i .. 'f Cl I l I I ~ z J: 0 5 ~ g ~ ,l ~ 0 ~ ~ Z 0 ,;; ,7 .. c::, 1' X Cl I· w >-l/) ro > Cl w w a:: l/) w > I-w <( a::: Cl X w r-r- I-O'> "" <( ' ' s::r s::r cc 0 a. 3:: 0 :::c: ' Cl>->-wca ro I-Cl <tw Cl ....lz w ::::, (.'.) :,,:: U-u ....ll/) w <(W :c UCI u SIGN X X X MACARTHUR BLVD CLOSED AHEAD FORD ROAD TO SAN JOAQUIN HILLS DATE "B-1 "I 10:00 PM TO 5:00 AM 96" SIGN "D" NTS ·I :::: OJ '-.t MACARTHUR . . ' \ SIGN "B-2" 11 0 > w > a::: ,_, 0 a::: en o a::: < I 120 ~ \slGN-t!E" C19 123+00 I· MACARTHUR BLVD CL_OSED AHEAD SAN JOAQUIN HILLS TO FORD ROAD DATE 10:00 PM TO 5:00 AM 96" SIGN "E" NTS SANTA ROSA SIGN "E" Cl ~ SC3 SIGN "E" SC3 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I .,.. ..... • I CS (LT l I (J) ...J ...J ..... :r: z ...... .:::, G 'SC 0 J :::: OJ '-.t FOR DETAILS NOT SHOUN, SEE CS-3 160 ~ .. SC3 CSA ' CS <RTl / 110 BOULEVARD I I 2 I 3 I SAN MIGUEL DRIVE LEGEND TUO POST SIGN ONE POST SIGN It DETOUR I I+-DETOUR-+ I SIGN DIST COUNTY ROUTE Ora I .0/2 .O %the~~ REGISTERED CIVIL ENGINEER ofESsro ILBER APRIL 14. 1997 . DICKSO \;\ 194 17 "' PLANS APPROVAL DATE ·--- CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 p 9/30/9 CIVIL O; CAI: ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY NOTES IRVINE, CA. 92718 1. FURNISH AND INSTALL CONSTRUCTION AREA SIGNS SHOUN HEREON AND ON CS-1 FOR THE ENTIRE DURATION OF CONSTRUCTION UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 2. 3. LOCATION OF CONSTRUCTION AREA SIGNS SHOUN HEREON ARE APPROXIMATE. EXACT LOCATIONS TO BE COORDINATED UITH THE ENGINEER. THE CONTRACTOR SHALL INSTALL PERMANENT SIGNS WHERE POSSIBLE TO SUPPLEMENT CONSTRUCTION AREA SIGNS. 4. 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 UITH 6" SERIES D UPPER CASE LETTERS AND MESSAGES. ALL OTHER SIGNS SHOUN HEREON SHALL BE THE "STANDARD" SIZE AS SHOUN IN CHAPTER 5 OF THE CALTRANS TRAFFIC MANUAL AND STANDARD SIGN SPECIFICATIONS UNLESS DIRECTED OTHERUISE BY THE ENGINEER. 6. SEE SPECIAL PROVISIONS FOR "CONSTRUCTION PROJECT FUNDING IDENTIFICATION SIGNS". SIGN "0" SC3 ------------..." FOR DETAILS NOT SHOUN, SEE CS-4 \ CS<LTl/ CS (LTl SC3 CS (RT) SIGN "D" BONITA CANYON ROAD FORD ... ROAD CS<LTl PRAIRIE ROAD CONSTRUCTION AREA SIGNS <DETOUR> NO SCALE CS-2 DWG. NO. R-5689-S -N 0 (/) u N 0 (/) u lD 00 00 (T) N z :::, :I: N (!) w (/) (!) LL . ::. a. . 0 0 :::, .. "' 0 I I , l ' , ' l ' ' ~ :t 0 Ei ~ C, g ~ ~ ~ ~ ~ z i5 C ? X 0 w >-l/l co > 0 w L1.J 0::: l/l L1.J > I- L1.J <: 0::: 0 X L1.J r-r- I-~ ~ <: ' ' q-q- ID !ii ll.. 0 :c ' 0>->-wro ro 1-0 <:w 0 -lz w =\:> ::.:: u_ u .Jl/l w <l:W I uo u X--' X X • 0 0 + (") N < 1- (J) TYPE 100' 200' II BARRICADE AT \./ITH C30 Al SPACING <TYPl I \i I l t \ ( ~ I i +• i ~ •++11 \ I : ! \ 0 I I I ! I I I I i \ I ' ' j' i I o I It : TEMP CONES AT \\ 1 11 ' ' • i 1 I o -1 I I : I I C3 I I I I I I I I I I , I I i ! I l I I i I I I DIST COUNTY ROUTE Ora ~~ REGISTERED CIVIL ENGINEER APR IL I 4, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2.0 . DICKSO . 19417 xp 9/30/9 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 TYPE II BARRICADE \./ITH R1t TRAFFIC SIGNAL SHALL OPERATE ON FLASHING RED TYPE II BARRICADE \./ITH R16 ;;r- CONSTRUCTION AREA (DETOUR> SIGNS NO SCALE CS-3 -M 0 (J) u M 0 (J) u to 00 00 (J) N z ::) l: N (!) w (/) (!) IL . ::,, 0. . FOR REDUCED PLANS O I 2 o ._------------------------------------~~~~~~~~_b~==b~d:==~J 3 ___________________ J_======J~~~~:~E~JciQ·· ORIGINAL SCALE IS IN INCHES I I r I I ~ DWG. NO. R-5689-S I ' ! > • ! i . I I I I 1. I I I I ,1 I I I i " □ ~ ~ ~ - • J 0 ,. C ~ i ,. ~-. i J>l ;: (,/) =-:. :--4 00 .J\ ' ' X Cl w >-V) a::i > Cl w w a:: V) w > I-w <t 0:: Cl X w t-t- I-O' O' <t ' ' '<I" '<I" :.:::: 0 J == :c :c ' Cl>->-wa::i a::i I-Cl <w Cl ....Jz w =:,D :,£'. u_ u _JV) w <tW :r: UCl u X X X ~ 1t1 . : ' ~l ',J __/ + 2 I \ TYPE II BARRICADE AT 100'~PACING \JITH C30 ,,,J\i."¥'2'0'0°'SPACING <TYP> + FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I , I I - 2 I 3 I FLASHING ARRO\J SIGN TEMP CONES AT 25'SPACING <TYP> ONLYI ONLY R61-1l TYPE II BARRICADE \JITH C5<LT) DIST COUNTY ROUTE Oro I .012.0 :/4fjef~~ REGISTERED CIVIL ENGINEER APRIL 14, 1997 • DICKS 7:pfLMANj;;S7:°Apffip5i:R,i:,;Or;VA;;rL:._::;;:DA;,;T~E,-----1 ~ No. 19417 CI TY OF NEWPORT BEACH P 9/30/ 3300 NEWPORT BOULEVARD CIVIL NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA. 92718 CONSTRUCTION AREA SIGNS (DETOUR> NO SCALE OWG. NO. R-5689-S -... 0 (/) u -... 0 (/) u lO 00 00 Cl N z :::, :E: N C) w (/) C) LL . =-0.. . Cl Cl :::, .. ... Cl ' :i; 0 6 ill n O 0 ~ ~ ; ! ~ ~ .J) 0 X X X X X 0 w >-VI ca > 0 w w a:: VI w > I-w <( a:: 0 w r-r- I-Ol Ol <C'-' 'SI" 'SI" = Ill Cl a.. 3:: Cl ::i:: ' O>->-wca ca 1-0 <Cw 0 ...Jz LLJ :::, 0 :,,:: u_ u ...JV> LLJ <(W ::i:: r uo u 0 0 • 0 I-0 :c + (.!) CX) '.:I' -a:: ...... - - 16' 14' -12' 12' ( TYPE K .. ' . i I t ' I, ' i\ '-'I" (\j tO -i-~ ; \ ' I 39 39 \./6 0 1 13 ! / I , I TYPE 50' 25 -. 14' 100' R/\.J Cf) ' N X G93 G93A 0 0 / DIST COUNTY ROUTE Ora I .0/2.0 133 ~~ REGISTERED CIVIL ENGINEER _ . DICKSO -=A-,-P,..,.R=I_L_l=4c'-,_I ~99_7 _____ 1 ; N-o-. -,-9-4-17-, PLANS APPROVAL DATE ~ ...,_--...,..,,,---,,,...,,..,.,,..,,,...,,..,,,..... _____ ..... , xp9/30/9 CITY OF NEWPORT BEACH .. cf 3300 NEWPORT BOULEVARD CIVIL NEWPORT BEACH, CA 92658 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE @-FURNISH AND INSTALL SIGN AND POST AS SHO\.JN HEREON @--FURNISH AND INSTALL SIGN ON ELECTROLIER @-REMOVE AND SALVAGE SIGN @-REMOVE PAVEMENT DELINEATION LEGEND PAVEMENT DELINEATION DETAIL PAVEMENT MARKING T\./O POST SIGN. MOUNT SIGN AT 8' ABOVE GRADE OVER SIDE\.JALKS AND 5' IN MEDIAN <UNLESS NOTED OTHER\./ I SE l C 4 "X6" POSTS l ONE POST SIGN (4"X4" POST) SIGN MOUNTED ON SIGNAL POLE OR ELECTROLIER (STRAP AND SADDLE MOUNTED> CHANGE OF PAVEMENT DELINEATION DETAIL SNS STREET NAME SIGN ' 0 ' ' & PROPOSED STREET LIGHT EXISTING STREET LIGHT PAVEMENT DELINEATION AND SIGNING PLAN SCALE: 1 "=40' PD-1 --0 □ 0.. -0 □ 0.. co 00 00 0) N z ::, E N (!) L1J en (!) LL . ::,, 0.. • C) □ ::, .. " ,_..__ ........ _________________________________________ -;:-;:~;_;:;;:;-;;:;:;:;--;:;;,;;:;;:---------:-----------------------------------,-----------T'FT"l"1-:,-j'ff"'"'"TT!'"ffll'~l"l"'""l"l'l"'T?':rl□ FOR REDUCED PLANS o I ORIGINAL SCALE IS IN INCHES I I 2 I 3 I DWG. NO. R-5689-S I I . I I I I I I I I I I - X X X X X >-0) 0 w (/) > w 0:: w r-1-/j) <( ' ... ID a. 0 0 w (/) > w 0:: w I- <( 0 r-/j) ' ... - --- n --J-. ----- ' ------ -- - -- - -R/\,J . ' ......._ -X ~ACjR fT-IUR" -- - -- ..... ------ - - - - • \ \ . • R81 ,,. / 1 O R28S-1 Ir "BIKE LANE" DMG & ARROW AT 500 ' SPACING CTYPJ - ;--. ------,,;_1--0--------;-~" -- . r-'f~~~-~~-~-~\✓-~•------~-~~-.. :::::::::-- R81 / 1 O R28S-1 -RI~ ...s --J-. '<> @R2C55> --J-. 39 13 0 0 {\J LU -- ' l ( \ u - -- 39 13 - 13 25 -- r -, - --25 --.- BOULEVARD ..,.,_,.,-,.,,.,...=-~=--........ ~..,.,,,, L __________ ,[~- >< \ 1 --------~ 8' 0 x-o • 0 0 + 1- f14 r Lfl LL . (0 w 1 2 ' ..--.....I . 2 'l 12' < ~ ---i'f---------1-'--------'--11-0 1 ,I-,., 1 ,I-, C/) __J --- 2' 12' w 12' Z 8, V I u I-< :l: w CD - 8' j_-RB1 , 10 R28S-1 .,. 'b "BIKE LANE-Ji'.-.-_~ & A~RO\J AT 500' MG SPAC·li,NG CTYP) / --J-. a 0 0 I DIST COUNTY ROUTE TOTAL Ora I .0/2.0 ~~ REGISTERED CIVIL ENGINEER . DICKSO "' APRIL 14. 1997 194 I 7 "' . 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 CONSTRUCTION NOTES @-FURNISH AND INSTALL SIGN ON ELECTROLIER. @-RELOCATE SIGN TO ELECTROLIER ~~CO fM! !I) [J) WilA ~11' ll NG 6· 30 ·99 PAVEMENT DELINEATION AND SIGNING PLAN SCALE: 1"=.40' PD-2 -N 0 □ 0.. - N 0 □ 0.. CD ro ro (J) N z :::) :,: N (!) L,J (/) (!) LI.. • □ □ :::) .. ... __._ __ .._ __________________________________________ 7"6Rru:ouffi>Pi:At~-----;;----,---;:-----;-----------------------------,r-----------,,..,"'T'-r7'i'E'""-rn~~'5"'1""7--.51:_-""•L~ci FOR REDUCED PLANS o I 2 3 ~ ORIGINAL SCALE IS IN INCHES I I I I OWG. NO. R-5689-S I I I l I .I I ~ "\'\ X X X X X ~~ ~~ 1---1--.:;......i >-co 0 Lu VI > Lu c:r:: Lu r-t-a-, <t ' 'SI" ID (L Cl 0 Lu Vl > Lu 0::: Lu 1- <t 0 ~ :::c X / / / R81 ,,, R28.8-1 " (/! R/\J I' ------, \ ) ,..., 0 D "B'U<E LANE" MG & ARRO\J AT 500 ' SPACING <TYPl 39A 13 0 25 0 . 0 w - TYPE IV (Rl PMG ARRO\J AT 300 ' SPACING (TYPl ~, lD ' 0 0 y 1 2' 2' 12' 38 'f.--,------.f I DIST COUNTY ROUTE Ora ~~ REGISTERED CIVIL ENGINEER APRIL I 4 • 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2 .O ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES @-FURN I SH AND INST ALL SIGN AND POST AS SHO\JN HEREON @--FURNISH AND I NS TALL SIGN ON ELECTROLIER. R~~O~D [)fxlA~1fll~G ~-30·~'"7 PAVEMENT DELINEATION AND SIGNING PLAN SCALE: 1 "=40' PD-3 -C'J 0 □ a. - C'J 0 □ a. CD OJ OJ (J) N ~ ~ N t!) w (/) t!) LL . :;. (L • □ □ ::> .. " ..__._ __ ._ ______________________________________________ --;:=-:=:-:==~~:-:--:-:::------------------------------------------------.--------------,-::,-,-::,.,.,...-=.,...,....:=,.,.....:=-........... -.I □ FOR REDUCED PLANS o I 2 3 C I TY OF NEWPORT BEACH FORM DC-OE-92-PF <REV. 3/88l ORIGINAL SCALE IS IN INCHES I I I I WG N R-568'-l-S X X X--11 X X Cl LLJ >-(/) Ill > Cl LLJ LLJ 0:: (/) LLJ > f-- LLJ <! 0:: Cl LLJ r-r- f--m m <! ' ' V V Cl... Cl -' ;;= --; ::i:: ' Cl>->- LLJ Ill Ill I-Cl <!LLJ Cl -'z LLJ ::::> 0 :,,::: u_ u -' (/) LLJ <!LLJ :c UCl U x x 1 2" \JH I TE CH~VRO~ \ r., Lx,,.. 50 ~PACING~ ~ PMG TYPE IV & ARRO\J SPACING 38 \ CR l I --+--I . ~18-2 38 I \ DIST COUNTY ROUTE Oro I .0/2.0 94 ~~ REGISTERED CIVIL ENGINEER APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ofESSI0-1( ILBER "'-"-" _;Dc....;._;I C"""K.;.;;S..;;..;..;._ 1~ 19417"' . xp 9/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE @-FURNISH AND INSTALL SIGN AND POST AS SHO\JN HEREON @---FURNISH AND INSTALL SIGN ON TRAFFIC SIGNAL POLE @-FURNISH AND INSTALL SIGN ON ELECTROLIER 0--RELOCATE SIGN TO NE\J SIGNAL POLE LOCATION. SEE TRAFFIC SIGNAL PLAN SHEET TS-1 @-REMOVE PAVEMENT DEL I NEAT I ON Limits) 1 You7 NO PARKING ENTIRE BLOCK R26EB ~ECO~D ri:»~AW;NG ~-3o-99 ~ SPECIAL SIGNS PAVEMENT DELINEATION AND SIGNING PLAN SCALE: 1 "=40' PD-4 --.: 8 a. - -.: 0 □ a. (0 a, a, (7) N z ::, ,:: N (!) w (/) (!) u.. • ::. a. • □ □ ::, .. ~ ~ .__....._ _ ___,.__ ____________________________________________ -:=:~===~-:-:-:::--------------"''"'-' -------------------------------,------------T";:::"'T""l"':7"""=e---:-===.....,=~~□ FOR REDUCED PLANS o I 2 3 CI TY OF NEWPORT BEACH FORM DC-OE-92-PF <REV. 3/88> ORIGINAL SCALE IS IN INCHES I I I I O R-5 89-S X Cl w >-(/) ro > Cl w w a: (/) w > I-w <( a: Cl X WI'-I'- I-en en ~~ ' ,q- C co 3:: --, :c :::i: '-Cl>->-wro ro I-Cl <Cw Cl _Jz w ::::) (..'.) ~ u_ u _J(/) lJ..J <CW :r: UC! u X-----1 • X X 0 0 3: > -I n 29 ·< -·-- ~- - ,__ 13 38 _1...., ;J J- ,__ ,_ -\., 15 ' (\ 23+65.50 EC JOIN EXIST (J') z < u a:: (D I- 13 29 REMOVE EXISTING STRIPING AND DIAGONALS 1 0 R28 <S) l 00 (-) -- (f) I -------------. ----------------------------------------------------------------------------------------------------.. -------------------------------------------------------------------------------------------· fT1 fT1 r ........i VAR r ...... ..... -~ > Z 12' 20' - - -12' - - -CD fTl 14' ... 0 t--_._-'d----t,---, < (/) ""n - 14' . 2-/4 '" ' -"" --• \ n, -I VAR > -- ' ' :::0 12'_ !B, • I -- - r - --· MACARTHUR ------------------- ' " • "5 2€ -, ' ' ' ' _ f 4_:_ - -- - -- - --- --- ------ --BOULEVARD --- - ----------- -------~---------- EXIST t~ 27 \ I ~8 2~ _0 -, ·," I ..... -. ----<:-1- , ' ' ........i I\) 1V ·'!_.!_A~R~__:\---:=========================='5;==:=:=:===:=:=:=:=:=:=:=:==:=:=:=:=:=:=:====================================== Q w1•=-====~,=------------t----------------------------------~ 6 \ REMOVE EXISTING IOG 0 12' 0 STRIPING AND a 0 0 DIAGONALS FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I I 2 I I 3 I I DIST COUNTY ROUTE r'U~ I "' ~Ht:,t:. I I u I AL TOT AL PROJECT NO. ,HFFTS -Ora I .0/2.0 95 133 ~~ ,>\'.ofESSIO,y4i REGISTERED CIVIL ENGINEER ti~ I LBERT 4" f;J W. DICKSON %, APRIL I 4. 1997 ~ 1941 T ';J PLANS APPROVAL DATE ~ No. ____ ,J. 1-:C~l-=T:"':"Y ""O:=F.-:N:-:::E!!:':WP='O~R~T~BE=-:A~C~H----\\ Exp 9130197 .,,_.,,. 3300 NEWPORT BOULEVARD d''4,.~ _c1v_1L_ ~ ... NEWPORT BEACH. CA 92658 °• cA'-'~o'<' ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE @-FURNISH AND INSTALL SIGN AND POST AS SHOVN HEREON @-REMOVE PAVEMENT DELINEATION RECOWliD !ORAWDNG Ip· B<> • .,, PAVEMENT DELINEATION AND STRIPING PLAN SCALE 1"=40' PD-5 I I Y ui-!'-1:..Wl-'Oli 1 .... A, • DWG. NO. R-5689-S I I -0.. U) 0 D 0.. - U) 0 D 0.. (.P ro ro m ~ N z ::, :,: ::E ~ N t') ~ " L1J ~ i (f) ,-~ D t') ~ I '"-. ::, 0.. • C, D ::, ~ .. ... C, X 0 w >-(/) [I) > 0 w w a: (/) w > I-w <( a::: 0 X wr-r- I-O'I O'I ~~ ' V Cl ID 31:: J :c :::!: ' 0>->-wee co 1-0 <tw 0 ....lz LLJ ::J (.!) :><: u_ u ...JI/) w <(LLJ :c uo u x- X X NO STOPPING ANY TIME 12" R28S-1 CAS SHOWN ON PLANS> 4" UPPER CASE / TYPE C LETTERS .----------"?'"--, I· PACIFIC VI{\./ CEMETARY •--- 60" EXIST G15-1 ·I ::: '-t N ◄ 111 Ford Road Bonita C~n Rd 41 .. I · 96" G1-1 <STA 181+50 FNBT> 7~ [l[I O O O O O [IO O O 0 2' 24' 24' · I ::: ro '-t I· Bonita C~n Rd Ill Ford Road I .$ 96" G1-2 <STA 213+00 FSBT> TYPE A MARKER ( 2!' ✓ TYPE G MARKER ( 2!5 ~ ~ ro '-t • I DIST COUNTY ROUTE TciTAL.1 PR~JfcT "~i: 1 s'HuE ;~ -Ora - I . 0/2. 0 96 133 ~~~ REGISTERED CIVIL ENGINEER ~QFESS10,_,4{ ~ ILBERT "1-: ff W. DICKSON%, APRIL 14, 1997 "' "' ~ 19417"' PLANS APPROVAL DATE -le No. ,J. CITY OF NEWPORT BEACH Exp 9/30/97 3300 NEWPORT BOULEVARD .i--., CIVIL ,....,. ,.~ o'?-~ NEWPORT BEACH, CA 92658 0~ C~'-'~ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE. CA. 92718 ::: 60" 50' BIKE LANE ARROW <1 SF> 4" SOLID WHITE (ULTIMATE> INTERSECTION STRIPE 25 25 DETAIL 25 <MODIFIED> CTYPJ FOR REDUCED PLANS o I 2 3 ORIGINAL SCALE IS IN INCHES I I I I I I I A200 . \.. - BIKE RIEC~~UJ DfR!A~IlfN!G ~ • 30. t:j~ OJ r 1--1 > ) ;i::: z rn rn 4' 4' 4' 4' 5' LANE AND ARRO\.I < 18 SF> PAVEMENT DELINEATION AND SIGNING PLAN <DETAILS> NO SCALE PD-6 I I Y ui-"N'EW'Pv,-.. I HI-.81 ' DWG. NO. R 5689-S -0.. (.() 0 □ 0.. - (.() 0 □ 0.. (.() ro ro (l) N z ::i L N (!) UJ (/) ,- (!) Lt. . ::, 0.. . □ □ ::i ,-.. .... □ ,; Iii - ~ lJ • ~ ~ ~-C > • D I I I I "' n ,, r " 0 D z l' - ~ ~ • ~ n ' o 0 • D ,l ~ ~ 0 : ~ ~ ! i z ' . . ; 1:3 -~ !t ~ ,~ II '.z • rn I; " D CD z l' ~ z :t: 0 r 0 ' ~ 0 i ~ 0 ~ i ~ i ~ • < ' z 5 : E z X X :~ ;{ \J'°:' >-" _J <( z Ci L/1 ·, (.'.j ~ 0 '" u1 + OJ + I'; ·, 0, 1:,1 OJ X "" l'l ·,, <( >-<( Ll ['_ -, t') ['_ 0-- C'.l ', 0 0 >-w (/) m > w 0 0:: w 1/) w > I-w <( 0:: 0 w 0) 0) I-0, 0, <( '--.. '--.. st st I-0 <( 5' 0 :r: '--.. >->- 0 m m w 1-o o <(w w _J z ::.:: i3 0 u _J (/) w <( w I uo u (· EXISTING PHASE DIAGRAM I sci Loops r: . I I ~ f yJ2 !MPI I I I DIST COUNTY ROUTE Ora POST MILES TOTAL PROJECT 1.0/2.0 14Lhr~~ REGISTERED CIVIL ENGINEER HEET TOTAL NO. SHE TS 97 133 ryJ1 <J----{> yJ3 yJ2P * 1 EXIST 1 1 /2"C, NEW 2-DLC 1 O' 12' 12' ~ 10' 1 O' 6' 1 2' yJ4 yJ6P yJS f <J----{> yJ5_J ¢6 -07 I I yJSP \_ * 2"C, 2#6(SIGNAL) 3#6(SERVICE) SP(PP #4008109E) INSTALL TYPE H SERVICE RISER 2"C, 2#1 O(L TG) & 2#12(11SNS) -lcclRcl PULLBOX N ~ ½: ,-1 1-02 3-02' 4-(il2 MACARTHUR ' N -N /CJ.) 350' TO CROSSWALK LOOPS -CD ~ ,- •-a R/W ~---EXIST 1 1 /2"C, NEW 4-DLC COIL 5' OF 02 DLC NOTES THIS SHEET: N ~EVP ~ -1 1/2"C N ~ 2-DLC CD -1-05 0 ~ ' N 2-05 ~ -N ~ -N ~ -N ~ -N ~ -st- 1. FOR CONSTRUCTION NOTES, POLE SCHEDULE AND CONDUCTOR SCHEDULE SEE SHEET TS-2. 2. SEE SPECIAL PROVISIONS FOR MAINTAINING TRAFFIC SIGNAL OPERATION. TO □ ~-, 1>-~ ' ' ' ' >+ L....::'. ...I ,..l ~ " I ;~ R/W~/ I i f f i i ! _J ~ (/) (/) 0 ct: u 0 I- -0 0 ~ ") I lf) I -,. l.._ l.. I I I '-... "'-(__ -~ l.. -..J I... -I /jl ' ' ' - I ' I .,,_ ., l-~, ¢6 RS ¢6 > ~-------=------~I ------========":::./ _, < , ' I INSTAL,L R73-5 SIGN (RELO,CA TE) .I ' ' !f ' ' ' If I If I / f I / ' I I I I §] 04,0 EVP ' " L,-1 -,-165 PV , ' ' .:-=-----.J MOUNT @ 17' ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 EXIST 1 1 /2"C, NEW 4-DLC SC LOOPS ---r .. :::--- / ~ 1 ,4--lrB~'_-_.:.-,~~,/-__L'__---L:'._ _ _2 __ ~-===============================d i-----lHIJ--f.6-06---- l ~-~ I ' ' I L..-..J 1----+ ~ 4-06 -N -N 1------,'---c1---c-1-5-06--- I\--7 I ' ' I ' ' ! 1...-..J f-----+ l_ 350' TO CROSSWALK '>--, --------------hi'-!--+--,' : L_J 3-06 2-06 ~-'-/ 1 ,/' 4 ] 1-06 ' ' 9 03,08 p '-- '--/ ! \ ' ' H -----¢1 " -- \. / ~ ~j ,> q_, f ' \ ' '1-~ t \ \),\~ ! \ / I,,,,,- 1 N ST ALL R73-5 SIG~// /\ ! ' ' INSTALL R73-5 / / / / J/ I I I I I I I I/ ,I ' ' /l ' ' / I ' ' INSTALL "'--01 R73-5 SIGN ~-_;Vf CB SC LOOPS 02,05 EVP ~ <::'} 1----, 01,06 EVP •t--~-------1 I ',__) , I lf----i------- 1 )02< }t----j ¢2 ' C ' ' ' CX) R/W 1-01 . EXIST 1 1 /2"C, NEW 4-DLC EXIST 1 1 /2"C, NEW 2-DLC -N CD -N -N -N D::'. <( > BOULEVARD 4 ~ECO~D tQl~A~J~NG ~-80·.9.!J NOTE THIS PLAN ACCURATE FOR ELECTRICAL ONLY RELOCATE CONTROLLER & SERVICE CABINETS TO SW CORNER AND INSTALL NEW ELECTRICAL SERVICE LOCATION. REWIRE INTERSECTION. & PLAN SUPERSEDES PREVIOUS PLAN, DATED APRIL 14, 1997 SIGNAL AND LIGHTING 1" = 20' TS-1 r 't. --------------------------------------------------;F-;;O;-;-R~R:;:;ED:::-U:;:CE;:;D~PL-:A::::NS::-------o-------2----3----------------------------,-----------..-c""1,=T""'Y,.......,,.O-=F""'N,...,.E=w,.,.,,,,.P""'o"="R=T-B=EA.,..C.,,..H,.....J ORIGINAL SCALE IS IN INCHES DWG. NO. R-5689-S POST MILES SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS -Ora -1.0/2.0 98 133 111 POLE AND EQUIPMENT SCHEDULE CONSTRUCTION NOTES: ~~~ '<i\'lttSSJo,v1 STANDARD YEH SIG MTG* PED PPB ♦ ** BPB IISNS REGISTERED CIVIL ENGINEER 0 \\\i □ll){J( <,, SIGNAL HPS POLE LOCA llON 4~160 EMOVE AND SALVAGE EXISTING MODEL 170 CONTROLLER NO. SIG LUM Mast ASSEMBLY IN TYPE 332 <..;~ !,."-• 4'. LUMINAlRE MESSAGE '(li 0 ~ X Type Arm Pole MTG ~ Arrow ~ Arrow A B '-0 '-0 '{;, """ M.A. M.A. CABINET COMPLETE. REMOVE FOUNDATION. 2;,-.:::-r..-i (N) APRIL 3, 1998 l.,_J I o ~ (N) (N) (N) (N) (R) (N) (R) (R) @ 7INSTALL NEW 120/240V TYPE Ill SERVICE ENCLOSURE TO o:!-No. 19417 ~ :::o @ SV-1-T AS 3' 4 NEW LOCATION SHOWN PLANS APPROVAL DATE SHOWN 1-i( Exp. 9-30-01 >f--1 24A-4-70 35' 15' 2-MAS SV-1-T SP-1--6 -400W MACARTHUR CITY OF NEWPORT BEACH J'J;, CIVIL '-:>$° -COMPLETE WITH THE FOLLOWING CIRCUIT BREAKERS: ® 1A TV-2-T(N) SP-1-1 8 -s"" -ONE 100 AMP (MAIN) 3300 NEWPORT BOULEVARD I[ OF C~i.\\ co (c~ 15' SV-1-T\N ONE 50 AMP (METERED SIGNALS) NEWPORT BEACH, CA 92658 33 MAS I-m ~ SV-1-T(N) (') ' ® -FORD ONE 30 AMP (UN METERED L TG) 0 29A-5-7C 50' 15' MAS SV-1-T(N) SP-1--8 400W ROBERT BEIN, WILLIAM FROST AND ASSOCIATES --A BONITA CYN -co ® 2• 8@) ONE 15 AMP (METERED IISNS) 14725 ALTON PARKWAY I-01 <6l 1-A TV-2-T(N) SP-1----C) ' REMOVE FOUNDATION. IRVINE, CA. 92718 set ® J9A-5-70 50' 15' MAS SV-1-T(N) SP-1-T 400W MACARTHUR MAS @RELOCATE COMPLETE, INCLUDING ROADSIDE SIGNS, TO NEW LOCATION © 1-A TV-2-T(N) SP-1-T 4 ♦ -dffl -0 ® SV-1-T SHOWN. EXCEPT RELOCATE 02 & 05 EVP TO POLE@. REMOVE FOUNDATION >-w 33(R) 1~R) MAS(R) @-REMOVE AND RELOCATE VEHICLE INDICATION AS SHOWN. REMOVE AND [O (/) sv-1-T(R > iN)MA~ 4 w CD (N) (N) (N) (R) (R) (N -(R)400W ~ BONITA CYN SALVAGE 1 A POLE AND PPB. REMOVE FOUNDATION. 0 Cl'.: 8' 3' w (R) FORD @-REMOVE AND RELOCATE 12" VEHICLE AND PEDESTRIAN INDICATIONS, (/) w 29A-5-70 50' 15' MAS(R) SV-1-T SP-1-7 > I-A w <{ Q) IY 0 1-A TV-2-T(N) SP-1--6 -EVP DETECTOR, LUMINAIRE AND SIGNS TO NEW POLE@. REMOVE X w 0:) CX) ® AND SALVAGE POLE, PPB AND 8" VEHICLE INDICATIONS. ABANDON FOUNDATION. I-m m 4'-6H 2 - <(" " @ REMOVE AND RELOCATE VEHICLE INDICATIONS, PEDESTRIAN INDICATION, ~ set set (N)=NEW (R)=RELOCATED I-0 II ALL EQUIPMENT EXISTING UNLESS NOTED: LUMINAIRE AND SIGN TO NEW POLE (D. REMOVE AND SALVAGE POLE AND PPB. <{ 3: 0 I ABANDON FOUNDATION. @ PEDESTRIAN PUSH BUTTON WITH R62-C SIGN ' >->-A PRIMARY DIRECTION FACE @-PEDESTRIAN PPB SHALL BE LOWERED, CURBED MEDIAN OR RAISED ISLAND MODIFIED OR SIDEWALK om [O w * REPLACE ALL 8" VEHICLE INDICATIONS WITH NEW 12" VEHICLE INDICATIONS. CONSTRUCTED, AS REQUIRED, TO BRING ACCESSIBILITY OF PUSH BUTTON WITHIN ADA GUIDELINES. 1-o -<1:w 0 /4\ ~ INSTALL CITY OF IRVINE FURNISHED 8 PHASE IDC 820A CONTROLLER ASSEMBLY COMPLETE WITH _J z w ♦ PLACEMENT SHALL CONFORM TO ADA COMPLIANCE GUIDELINES, SECTION C-2.3.3 =i (') y" ()_ u (SIDE & HEIGHT REACH LIMITS OVER. OBSTRUCTION) SEE CONSTRUCTION NOTE @. _J (/) w -_ DETECTION AND EMERGENCY VEHICLE PRE-EMPTION SYSTEM SHOWN, IN A TYPE "p" CABINET. <{W I 00 u EXACT LOCATION BY ENGINEER IN THE FIELD. * * SEE POLE LOCATION CODE. /4\\_~REPLACE EXISTING PULL BOX WITH NEW No. 6 PULL BOX. /4 - '--111 j~Ni~RA -~c~·~ou~E) ,-::-- SENSOR UNIT CHANNEL DETECTOR I 1 5-¢2 1 2 6-¢2 ■ CONDUCTOR AND CONDUIT SCHEDULE 1 1-¢5 2 2 2-¢5 AWG OR CONDUCTOR RUN & ill & & & & & & /4\ Ad\ /11\ CABLE 1 4-¢4 12 sec 1 2 3 6 1 1 2 3 11 3 2 ♦ #14 3 sec 1 2 3 6 2 3 11 POLE LOCATION CODE 5-¢4 1 1 1 1-¢7 LUMINAIRE 2 2 2 2 2 2 4 2 2-¢7 #10 1 5-¢6 0- 5 A 2 6-¢6 TOTAL 2 2 2 2 E.C.R. 1 1-¢1 #12 IISNS 2 2 2 2 A 6 2 01 DETECTOR 2 2 2 2-¢1 ¢2 DETECTOR 8 A A 1 4-¢8 6 6 6 ~ I 6 7 ¢3 DETECTOR 2 2 2 2 2 2 -B 1 1-¢3 □LC ¢4 DETECTOR 2 2 2 4 (>' ¢5 DETECTOR u 8 2 2 2 2-¢3 0) X ¢6 DETECTOR 6 6 1 •• 1-1'12 . ( EXACT LOCATION BY ENGINEER IN THE FIELD ) 9 ¢7 DETECTOR 2 2 2 2 •• 2-¢2 ¢8 DETECTOR 1 •• 2 1 3 3 3 3 3-¢2 10 2 •• 4-¢2 ~ TOTAL L.. 2 3 5 7 4 17 2 6 8 27 u 1 •• 1-1'14 L.. 12 PR #19 SIC 1 1 1 1 1 -11 2-¢4 I 2 •• 3#20 EVP CABLE A 1 2 3 1 1 1 4 0 <( 1 •• -•3" @ 1 " •1: 12 CONDUIT SIZE 31/2 3" 3" 3" 2" 2 .. 3" 21/2 21/2 c:. 2 .... 1-¢6 2-3 /z -.• ,'-J 1 •• 2-¢6 iri 1111 INSTALL NEW CONDUCTORS THROUGHOUT. ,-13 ', 2 .... 3-¢6 REUSE EXISTING CONDUIT EXCEPT AS NOTED. _J <_"( 1 •• 4-06 z RELOCATE CONTROLLER & SERVICE CABINETS C) 14 SCC=SIGNAL CONDUCTOR CABLE & iJ) 2 .... 1-¢8 ,, TO SW CORNER AND INSTALL NEW ELECTRICAL 0 1 •• ::-: 2-¢8 A SEE SPECIAL PROVISIONS SERVICE LOCATION. REWIRE INTERSECTION. 0 15 ~ ', 2 .... -(J) -+ 1 ♦ OJ --+ 16 & PLAN SUPERSEDES PRE~OUS PLAN, V) 2 IR~COIRD DRA\,ID!N!G ·, -- ('i) DATED APRIL 14, 1997 ,:,J 11111 SENSOR UNITS ARE RACK MOUNT WITH ((_l h· 30· !!J.!J X -+ INTEGRAL llMING. CAPABILITY PER CHANNEL t") ·,, (CALL HOLD: 0-5 SEC. MIN., CALL DELAY: SIGNAL AND LIGHTING q !-0-30 SEC. MIN.) SPECIAL DETECTOR OPERATION -~ '-' SHALL BE AS NOTED: NO SCALE ~ e SYSTEM SAMPLING-NO OUTPUT TO PHASE. ,_ t') A CALL HOLD TS-2 L. "' ♦ CALL DELAY r_') ·--._ cj FOR REDUCED PLANS 0 1 2 3 CITY OF NEWPORT BEACH ORIGINAL SCALE IS IN INCHES I I I I I I I DWG. NO. R-5689-S • --,-.. · -··· •. . --·-•_:_:-··-": •·• ----... ----~ ·-- L ---·-·-------------------------------------------------------,s---------------------------, Gco/lJo;__,r& D ~/\-t.Jd:,L> Jlll'=>n:'>U,a£l tcf3o[o8 .,.,,,h ------------820 SPECIAL FUNCTION PANEL ASSY. 280i'!6349~007 -Qt-' 7 8 TBl4-19 <D-A TBl4-21 <D-B TB14-23 <D-C TBl4-24 <D-D TBl9-10 <D-E TBL9-12 <D-F TB19-l4 <D-G TBl9-!5 <D-H TB14 TBIS A .B --------·--------------------7 I I I I '-.1r-=,~ Cl7-F <D-o.) Cl7-II <D-b) Cl8-F <D-c> Cl8-II <D-ct> F"3-B ~,---D~ <D-LL> ... F4-B <D-MM> <D-NN> (D-PP) CD-S> <D-J> <D-k> 5 2 <D-T> " :;; 3 rn-u> > <D-h> CSYS. COORD oun 5 [ S\,/23-3 □ <D-e> (NO COORD IN) t..: " 4 <D-V> <D-X> <D-u) IN ] ~ (R.R.) <D-B> <D-v> OUT v, CLG. GND) <D-t> z ---------------- DETECTOR PROGRAMMING PANEL SECONDARY DETECTOR COUNT OUTPUTS 1 B1 VEHICLE CALL D~TECTOR INPUTS -0 "' 02 •3 ,,. •s •6 07 ~ "' ' gj "' <CH. GND,) ,GB-2 (D-C> <D-D> 2 (D-E> <D-F> <D-G> <D-H> <D-J> 3 ~ 4 ii! .. 5 -, 0 C 6 -, 7 <D-K> 8 ; i ' j ,, i \ /!, [ <D-r> "" ~ <D-s> I:: □ <D-t> <D-L> <D-z> <D-w> l] ~ <D-P> 2 :,:: {D-p> <UCF' FLASH IN) <D-N> <UCF FLASH OUT) <D-y> (CAB D□□R OPEN) <D-JJ> <RE SYNC IN) S1124-2 <D-f> (HARDVIRE SPLIT <D-g> (HARDWIRE SPLIT 2> I 3) I <D-2> (D-Y> '<HARD\./!RE) <D-R> CH'RD\IIRE ,FU <D-q> =; (FLASH_!n,o <D-M> 3,06A (AC+) -?~:::::::-''I. GB-! I I 77 . .. ' . \ 28026328-001 REC. _J ~c~~-2 ~c~ 302B GB-I GB-2 TLS-1-CI CABLE INTERFACE/PO\IER TLS-1 'TL' PIN F'UNCTION PHASE TERH COUNT I CNPUT 1 1B16-1 , UT 2 TB16-2 3 INPUT 3 TFl16-3 0 INPUT 4 TBl6-4 5 INPUT 5 TBtf>-5 6 INPUT 6 TBl6-6 7 INPUT 7 Bl6- 8 INPUT 8 TBI6-B 9 1NPUT 9 TBI6-"' I□ IN-PUT 10 TB!6-10 I INPUT 11 TB16-ll ,, INPUT 12 TBJ6-l2 13 INPU ., TB16-I3 14 INPUT 14 TBIG-14 15 INPuT 15 TB16-J5 '" NP " TBl6-16 17 INPUT 17 TRIG 17 18 INPUT 18 TBltS-18 ,9 iNPUT 19 TBl6-19 20 INPUT 20 TBL6 21 INPUT 21 TBl6-21 22 INPUT 22 TR16-22 23 lNr, B16-23 24 JMPUT 24 TBJ6-24 25 lNP T 25 TBl6-25 26 INPUT TBl7-22 27 INPUT 27 ... nn1-23 28 I UT 28 • TBP'-24 29 ••• LOGIC-GND TB17-25 • · 30 N/U • 31 • ·-NIU . .. .. 32 •. tUU 33 ,., u .. 34 NIU 35 ""' 36 VDt TAGE AC/DC ltl 37 \I VOL TAGt AC/DC IN ' TRANSF-D RHER C ··9V--A ·: __ ; r-1 -· $ I GN A L IOltEN I • De-. = • • ,Z4V 3Gltol 3 ·c RE:iCT • D UlOP I U, s £ UlOP 1 1H CH. JC UUT • f' CH. lh 001' 7 H ~IG. Qlll 0 J LO!lf> 2 U~ Io ' .. Um>.,,'» . """' .. L Cit. ""' ll " ,. N ,, P LOOP 3 ··-·· -u R LDIJ? 3 ts s Ill lD OIJT ,. ' LllG OND, " u LO!lf' 4 >B V LDIJP 4 Di 2C CUT 19 V CH 2A DUf " X "" ..,. ., y CH 2.J DUT ., z DETECTOR PI\NEL ASSY; 2802l75-iJU" TRAF'fIC LOGGING SYSTEH INPUTS TBl6 2 3 4 5 6 7 8 9 10 111213!1..:.lis 10!17 LB 19 20 21 222324251 CONTROLLER GR~ OUTPUTS CH. I¢[ •2 07 TBl7 I 2 3 -';' ro ~ -"' ' ';' ..... 21 "' ~ Ill ';' ., lo ... ',;> fil, !!I "' ., ... lo ... ,., ' s "' ... "" m I -, !!I "' "'8 ...... DE:TECTDR GREEN INPUTS 'l' "' CJ TBIB 1 2 3 4 5 6 7 8 .9 10 U 12 13 14 15 16 17 18 19 20 21 22 23 24 25 'l' .... -"" ... "' 0 "' ' -' O'J cb ..... 1-ci:i i:ii '° ...... DET 'A' OUTPUT DET 'B' OUTPUT DET GREEN INPUTS o- "i 2"5~26,::.,:2"'7""'2,.;8,-2"'9c:-;;3::-0 "3""1"'3"2~U'r,2;:,5,-,2"'6~27""""2"S""'2"9""3"'0""'3,-1 ..,a"'2"ll2"'s"""2"'6""'2"1'"2"'a"'2"9°"3"'0"'3"1-a:a2"'l~ TBL9 l !': ' "' to ... "' -' "' • to ... "' 0 "' .... 0, 0 0 "' "' • .,. " 'l' -., ,!. ~ iii ...... PRIMARY DETECTOR OUTPUTS 'A' "' J, ;;; ... @ Q I I L'J • ..0 u u V V !n ,!. ;;; ... °' @, A "' 'r LI U V I ~=-, I CH.I s-•2 i I I I I I I I I I ; I I I I I I CH,2 CH.3 1-05 CH.4, 2-•s CH.5 4-¢4 CH,6. - 5-¢4 CH.7 1-¢7 CH,8 2-ct,7 CH.12 2-¢1 r;: 1 4~¢8 I I I I I I I CH.14 5-08 CH.IS CH.16 2-¢3 CH,17 7-¢2 Cl-ti Cl-E C!-J CI-K C2-D C2-E C2-J C2-K C3-D C3-E C3-J • C3-K C4-D C4-E C4-J C4-K C5-D C_S-E C.5-J C5-K C6-D C6-E C6-J C6-K C7-D C7-E C7-J C7-K C8-D CB-E C8-J C8-K C9-D C9-E C9-J C9-K CH,25 3-¢4 CH,26 1-¢6 CH,28 3-9'6 CH.29 4-¢6 CH.30 1-¢8 CH.31 2-¢8 CH.32 3-¢8 "' a. "' ---------------- C!O-D Cto-E CIO-J CIO-K Cll-D Cll-E Cll-J Cll-K C12-D C!2-E C!2-~ • Cl2-K Cl3-D Cl3-E C!3-J Cl3-K CM-D-··-- Cl 4-E Cl4-J Cl4-K -CIS-D • CIS-E C!S-J C!S-K A 8 PPB ¢2 -0 825 o C!-6 Cl-19 'C2~6--· C C2-19 C3-19 C4-6 C4-19 .. CS,6. CS-19 C6-19 C7~6 C7-19 CB-6 CB-19 -------------- ---- OPT. CH 'A' I (YELLOV) □PT. +26V (ORG) SIG. GND OPT. -cir·s·--1N <YELLOII) □PT COMMON BLU/GND OPT. CH 'C' IN (YELL□\./) □PT, +26V <□RG> ---- SIG GND OPT. CH 'D' IN (YELL□\./) □PT COMMON __JJLU/GND_ 846 406 466 4% 7 I I I C9-6 C9-l9 CIOC6-cl CI0-19 I -- Cll-6 Cll-19 Cl2-6 Cl2-l9 I Cl3_-G I . Cl3-19 I Cl4-5 C!4-19 .. C(S-6 -I C\5"191 CLG-6 Cl6-19 I 7 I Cl7-D. I Cl7-E I Cij::Cj I Cl7-K I C!B-D I Cl8-E I 18 POS. DETECTOR RACK HARD\./IRE 28026048-046 □PT!COH 262 ' ' fU<CTIIDI CONN, Cl C2 C3 C4 cs C6 C7 C8 C9 CIO cu. Cl2 Cl3 Cl4 CIS C!6 CL7 C!8 PlN :,!~-I 60.-(B ... -M . ,_. -~-, -,._ -;; -111NS -I" -J:8-19 -,_ 1. -lll8·23 -,~. -TIJ:.1-19 -._, -IBIH;) 1,.,.,-H I A lJ!.;1;.: ,-. B IIH!8• C4-IQ --~'!, . nit-I! .~~ Ut9-t6 --..,, 1113-Z~ Cl.4-lll -1't>al ,-,, • fBIH:4 , • . ,~ . -. • ... ~ Cl-I ,,,_, OM CM ,,,_, ' cu-1 Cl3-1 ci:,-1 3 C "" C4-P 33711 ,,,.,, "'"' = .. ·: 377)l CIQ---f . JIJA a·-...;.•-'. ,,,_, ,.,, 1~1:t!' 3538 !b~: • ''"'. -·◄tSJ . -1201) :_ ' .Ii IN., ' .D "'"' '"'" ·-·· . . ,~ ,,., :Hzii -,,.. CIO-P. . --C,rn·· 32'.B Cl4-R 35<D 1t~-4oall"• ·-..:1 --~---~.,,~,j "l)C : s C "'" ""' 3'63 !l74ll ·:lt.cll ◄16B fi:tB .. .,,. JJl20-I .,,,, (il!ZD-3 "'" 807' ~·-"" ,,._ 811A ,.,,_ll 813A """' 815" -~3 Bt7A '""'" 91SIA """' IArili uiNJ Efo3D """' 805D Tl3l'1-1 807B tBl9-3 809B TBl9--S B11B TBl!J-7 '"' ""' " aur • r a-.. '' c,s-, " Giro 1 ff ox, 301lt ~ii} 3m C&--0 3<1> :i7Sa "" ao-u 31:n c,,-u '"' Cl-t-V. =• if .,,. "'"' • J ,,,. _.,,,. -' 4lllll .. 233' I ii4B 30tl> 1C.:4':Y ::J40B cs-v , .. , ::i7&i '"' ;,,, "" !,;iii' "'" ~~-_Y -..,., 4191! "'" •~ rm 0 IV "" "" C3-2 -cs-a c,-a ,,,_, ~ 1-2 ClJ-2 CIH '" ""' " L ' ,. • ··---.. , ... 7123 AC-II ff .. ·- Cl-D--C3-D C5-D .. C7-D ct-C C3-E: cs-c C7-C fBJ•M Bl-4•3 ,.,,4-5 -· !rn14.:.7 tm,-, TBH-ll TBI.Ml JUM~ ct-ti " Cl•.J C3-J CN C7•.J CHC c:3-K tS-11'. ,, .. .,,, ,a,-., ... ,.,_. ""' --, "" raa,-, 810A TJZII-!~ 8J2A lRO-S 014 11!2Hl 15A m1~11-1i; -·-· rrnu-2 TDl.f-4 rnu-6 ,.., .. TriM3 Ttlt-tt Tilt-14 fil4-I~ ,,., 3n 5-~z ' l-'15 "' 4•04 ' 1-~7 :VJ 5--'6 1 1-01 311 ·--· I 1-03 412 6-¢2 2 , ... s .,, s-114· 2 2-¢7 l'i! 6-116 2 2-=J .,. 5-11l8 • 2-03 i A I in "' B "' L DETECTOR POVER SUPPLY FAILSAFE 28026194-002 716B ,-- 2 . -0 a, 0 "' -M I I ,n II) ~. Pl I-I- ,-, 3 . -r-,:: ' co "' - 4 . -mJ "' "'' I co I II) -.. I- -,--, ,......, ,--, s ·--"' ro "' . -i "' -"' I- 6 -. 0 "' "' M -I "' -"' I- 7 . --·, -"' "'~ ::fl I If) -"' I- 8 --~ ru "' "'' co i "' -"' I- ,-, ~ ~ 9 10 11 " --~: ---·--·--. • "' "' .,. "' . "' "' "' "'. "' "' "' "'· .. :g M ... ' ---. _, .. , '' .• ' 7ll11 AC• "":"J; . ,,.. . . . . . . 12 ff .... c;:.rr-' ,, cu-D ct3-D ClS-D 13 p ,e9;.c. L ' Cl.!_'"£_ m..: as-< ; ... . " '. .. . •-----·--•-··. . .. ' . --... JBU-17 m4-~ • U_!h~I .. ntfZ3 JltS--9 Bl,._ll m,,.n Tm-15 .. • " ' ' -.. :. . CUJ•X .. " r C9~J ' a,., C13-J .... ,,,,_; " u. c':-IC I ' . CII-K Cl:J•IC cci-lC ,av· !'U8A """" .820A nai-a 02B ht?0-?2100413 llllNl 8069 Tn15,:.2 908B T>IH 910B ~-... 8121'1 tBJ9-8 """ .... 12 Di,r " V TSI.HU 3/1 , ... , I '"' , ... , ' TJl.(-a} ! ' , ... , 2-s12 ~ti ~.1z ; I I ' T&H-22 J-02 l-~2 7 RES!ST □R-ISIJ; OHM,10\./ Dl□DES-IN400~ ' ' ' ' • ' illt-24 ' 1-P4 ,n 2 2-0, "' CI&-T LG "" " ' 1819--10 "19-1' 1'819-14 Tl!'N& 21 ' 3-~4 1-~£,. I z-"6 ' 3-1116 A . ,. z NOTE, ALL CONNECTrC!t~ ARE ON ALPHABE'.T SIDE, .,, ..... ' ~-QB CH.I CH.3 .,. t-¢8 • 3-¢8 CH.2 CH.4 PO\./ER SUPPLY PIN .4SSIGNMENTS 28026132-001 ,-. I AC+ C I AC-A CH, GNO--H I LG, GND B I +24V G PWR, SPLY. L __ MOD!rl<D PER S.0. 41803 PROD/JCnON Rel. A B---7 .---~ CB3-1,303,CIB-N I 255A,GB-1.C10-H 256A, Cl-L,GB-2· -· 695B l09B, Cl_;A,GB-2 Cl-L 695A J I I ___ _J 9/tl/98 REV.. DE!SCR!PnONS 4/30/98 APPROVED lJNl.£5S ornrnwis,e SPECIF!ED PROPRIETARY INFORMATION ~~i~ ~ IN INCHES COPYRIGHT 1983,84,85,86,87.88,89,90,91,92,93,94,95,96,97,98. I.D.C. Inc. 9300 E. Hall Road. Cowney CA, 902441-5309, All rights reserved. TI:,e ~ .. ~ 020 moteriol contained herein may not be reprod_uced, adopted, improved(, ·xx.,.""_ :t.OJo _ merged, tronsloted. or used without the prior consent of the t:op_yri~ t -owner.-Notwithstonding the assertion of··the-c.opyright prot~ction • for this ~~~~ .!:fiJWHAAP drawing. The infomotion contained on this drawing remains the ~roprie • -tary fnlonnation and trnde secret of L□-C. Inc. The copy.-ight notice Is SO FOR,~ED ~GltS nol to be construde os evidence or publication or intenl fo !)Ublish such -+ "" information. oRAwu LL 41,0,.. Intersection Development NAME DJ\11' 0 · 1-CHE"-'-C~K-l-_;:_"----+='-=-l C O RP OR AT I ON ENGlNEER UHH L£ APl'ROV PKA.TW C[I'( REOO 4/J0/98 NEXT ASSEMBLY CALTRANS MaCARTHUR @ FORD D1'/G, (/: 1---+-------1 MOD-98-070-02 s.o. f: S041843 APPLICATION □WGS NOT TO SCALE SCALE~ N/A SHEET SIZE D 1 OF "' E ~ C , I C r-e a: O' (! 3 C ·--·-____ ..__ ----· ---~. ,~..;A ___ El _________ ,,,,,.,._.. ___ ,._,,A_.;•;..· _8 __ ,. ... ,..,, .... ~ ...... -...,,... .... A .... ~,.-~-. 6 \ CA81NET LIGHT.l-l-0 601 od--/ CAB 8' 2. $S RING~S9 ;-.., ... :z z CABINl:IT LT. SW. 11'31-1'4@ AA 90101 N 1 ~ F.3-B a,Z ... -@s11(~ • G!l•2, , 9210 ' 01 DISPLAY READ OUT ClJJlSOR DATA □,~~-E 100 AC LIGHT SWITCH? I ~ TSZ6 C==l CONTROL.LElt PD PA p~ Pc 0000 DETECTORS ..... NEMA 11.cH. P14 Pl!, / / COi\lTilO!.LEfl ll'lD. SW. 1/ ....-S.M. 11\lTERLOClt SW. PRINT I ~ I HOLDER ~ 0. AIR FILTER ~ 21'32.-F-o l:; 3?33-F- w l;; 41'3tt'- o . 5 ::; ~6 Cl) >-7 "' 8 LOAD BAY Sl•~F, ~i'-:::=:::::-..._----::=:----•'-:====...L-----,==-----..!S9·Zhi.J U:Fi SIDS REAR RIGHT SIDE DOOR -:~:•;·'.~ 'r;,''"". ~·. ;9:<:<.r</i •. . ·Al.uM.t' CAs.'\\lET (WlllTE) .. - . .... ·•,. -:: . · -c·_~--~ · ·.: ·: •. • -e. :.~-~:~ .. }-:. · _. ::\\ • }:\,;:.,_;r)t'>;:':::, . , ........ . •. " ' · . ,:~'::','::'.; ,_,;:L' -':_:,:· ::+i;t'.:·:;:_ ::·/ ',: :, :· -:,: ,. ·· '. ' ~B)so2@ m 2 • (pc 190301 "" ~Dl 904@) @so5(D @sos@ §so1°(~ @so_s@ IN .4 OUl' 1 0UT·2 ' OUT·a Qsios (e') 1 Qs10@ cnfe FHJ 1--;;: ~912( 0 .J UI 0. ;;: > UI 0 z "' 0 "' i= @s13(f (§s14@) @s1s@ G:)910@ 0 z ::, @911@ LL (y)91s@ @s1s0 Gs)s20@ . r 1122.0 02 ' ,,SZ4·2. SF1 rn 03 G)s2s0 D3 SF2 IN D2 Qs24( •GB-1 -Qs251 !Rel CMD M -306A Qs20Q FLASH 1 I-P31·C a. 9270 2 ::; ' UI -@s2sQ UI G 3 0: a. 4 ~ 7 0s2sQ > "' 8 G)s30Q 5- <n -911 EVP INPUTS . r::;_., A(PD·G B(PD·J NOTES: l.'<3'·•PD·AA soldered to feed thru PD·H PD·K 2. A&B terminals not connected,exccpt as indicated. TELEMETRY PANEL<ooss1s1 ® @ 212uo 1-11? ""'-□ •r.ru□ a-f!G © TRAFFIC SIGNAL U!TERCONNECT BLOCI< CTSial A B I CONTROLLER CABLES P,A ' 4C• p 320o-ss-a AC· u 3500- VOLTl/lOII P?.&·E w 351~ C 321~~•3:f• l06GHD • 052 · f24VOC .§7 322~r.l=.s CHGUD V 352 P14•R. ,., LOAD SW.+24VOC 323ctt's1,~,. Cf!Al h1 3530 ,I OH OD 3240 C ll A 2 l 351,0 ) CHECK u· 3250 90t MAX~ GG 355 911MAX2.1 I HOLD H, 326d i\'IAH EHAB !l. 3560 'I GAIi s 3270-LSl•to IHD LAMP T 3570-. I YEL z 3280-1.$1•8 EXT START R 3580 .1 RED 0 329o-LSl'6 MIIIRCL • J 3590 I WALK • I 3300 INTAOV s ,500 1 PED CL A 3310 • 901 FrW' 1 N 3610 91 t ff:ST A IDl'IALK E 3320 901FTY 2 AA 3620 911 TESTD 1 ¥ CALL f I SI 1 FL LOGIC X 363 . ~33frrs1s-1 I PCALL ~-3340 g.o1 COND SERV PB·Y 3640 9-11 SPMi! ~~ . sn-P. 901 ttJS..-f>!Cl?t /1.M.INTE/ILOCll I 335cEP13·PP ~11 wttMCO BB 3550 K'1~T 20!1 . E 3350 S'0-1 '1SYBCOU1' HH 3660 911 SPAR= 2 CHECK . ~--331o-P2&·F CSU A 1 ·CC 3670 2HOLD F,l 3380 CSB B I Il 3680 ~p,!6-A 2 GTI!I ,_ £ 339<'.fl.SZ•IO CSBC 1 y · 3590 1'3~2. -2YEL e-3400-LSl!.·S 90t SPME PB·J 3700 9113 POM:lT- 2AED .F 34JO-LS2.•G Ofi!ITREO I. w 3710 2WALK .. J' 3420-LS9·10 IHH fdAX I p 3720 ZPEOCL II 3430/.$'f-f} ST TIF1l 1 " 3730-... 20V/ALK 6 3440-LS9•6 FC OFF I ! 3740 . K. ~ 12 gos POMIT 1 2 U CALL 345 Wl;:,ll 9111POMIT EE 3750 2PCAll l 346~iz}11 HEOREST 1 X 3760 -~ 347C(S23-5 +z4 vpc· 32.Z PED RCY 1 FF 3770 · l'Zl'rfl . ,_ __ ::s':>cot1t1UNICATIONS W1'T.> ,--,GRN. DATA TWlSTE'O PA1R .TuMP~RS OUT TO FIELO--A:= 901 /911 CONTROLLER TEP.i'fi!NATIO\\l PANEL 1002347-71 PB I ' 1 HEXT A 3800 3HEXT l 4100 1 OMIT • . . -u 3810 a omrr R 4110 2 NEXT C 3820 4 HEXT f 4120 2 OMIT s 3830 4 OMIT G 4130 3011 s 3840 OL 1 GRH AA 4f~o 3 CHECK R 3850 OL I YEL p . 4 i5o 3HOLD l 3860 OLI RED q 4160 3 GRtl D 3870-L5S•l0 OL2 GAIi GG 4170 3YEL· E 3880-L"~·O OLZ YEL BB H8o 3RED F 38~0-1.,~-~ Ol2 RED cc 4190 3WALK y 3900 OL3 GAIi FF 4200 3 FEOCL z 3910 OL3YR HH 4210 3 Dl'IALK h 3920 OL 3 RED DD 4220 S13 3VCAl1 fl 393~TsiS•l, OUGRII \'! 4230 3 P CALL p 3940 OL 4 YEL EE 4240 .SPARE 3950 OL 4 RE□ u 4250 40fl E 3950 ~Ol·SPA!ii ! 4260 .!>114PCMJT 4CIIECK K 3970-nG•L CSB A 2 PC:A 4·210 4HOLO ll 3980 CSDB 2 PC·B 4280 1'33·2. 4GR!I !l. 3999;LS4·10 csoc 2 PC-~ 4290 PZG·J 4YEL ~ 400C>LS4-S go1 Sf'Mi; ! ~Joo-911MN.:C21 4RED 6 401 O-LS4-6 omri RED· 2 . PC-V '13to 4 VIAU< I 0 4020-LSIO•l<I 111ttT MAX 2 PCi 4320 4 PED CL H 403elS~ ST fli\1 2 • pc .. z 433<> ZT3 -401'/ALK J 404 0-LSIO· S FCOFF 2 FC-Y 4340 Sl4 -4 V CALL l 405&.W~i~ S-01 P 0-:-ffl' 2 PA·l 1,350 S) 11 2. P OJ-OT 4 P CALL ef;S20 r,, 406 12.6/3 RED REST 2 FC·!/. 4360 S;M. RESET 4070-Pl~·BB PED ncY 2 V !ruo - .,., .. , ll2f!' 4P -rr,._ ... ___ _,__JI 00 0 HOTE: 00 o, 0; ff '"1 ;;: Qj . l ~ it " I.VARISTOR BETWEEN PIN 320 AHO 350 2.SHELL GIIO OIi PIH 352 PC •H·••••-••••·••••••• . 5.IIEXT ~, 4400' 7HEXT H 44Jo 70MIT 61/EXT 81JEXT 80MIT 6 OMIT O 443<> • 7 iJH 5CIIECK ~ . 1450 7 CHECK 5 IIOLD !ft 1460 7HOLD 5GRII ! 44°?0-LO!M o 7GHN 5 TEL J 4480·LSS-B 7 YEL 7RED 7WALK 5 RED II O!lo-LSS•li '""s'-W-ALK ___ ,i,;...i.;4500 5.PED Cl K 4510 7 PEOCL 5DYIALK L 4520 .. 7DWALK .J:SH; 5VCAll P J4530-TB1S• 11 7 VCALL . 5PCALL R 4Mo • ;~) f~rr PB·T 4550 . . 6011 .• cc 4560 &CHECK . BB 457o-P26·P l-6;;.;.H;.c;DlD;;;__+,:P"-4'-451lO • • ..... -:-l':!&·11 6 GRU G 45li<:(LS6•10 1-----11-=-i.:-~P32.-2 (,,'3~6 6 YEL H 460o-f.!1Gl!) OREO G 46JO-LS<H< 6VIAU( LL 4520:LSII-IO PJ;·B 6FEOCL .AA.: 4630!!Sn-is s a WALK ~ 451,o-LS11•G S1G 6 V CALL S 465<:!;~'f.,'J 6 PCALL T !466fr~~;B PIH{ 4670 7PCALL 901 SP.Am! 9f1TPOMrT 8011 8&HECK 8HOLD , ..... OGRII BYEL BRED 8WALK Bl'EO.CL 8 D\IIALII BY CALL BP CALL 901 SPARE 911 llPOMtT Pr R HH S. IIN MM EE f E F JJ KK ! V u ra-m GG FF X X E 0 0 VI .C T w FB-)j !2P0S-. t0A0-BAY-ASS¥. (0023?8' ----····~-· --··---; 0 • : ,{ 3 ¢ INPUTS OUTPUTS DC-DC+ AC-AC+ 0"' 8· .5 J 6 10 ·3 7 2. 9 II 1 • LSI I 329 328 327 2o3A 202, 2.0IA 0. "' "' "' .LS2 2. 341 340 339 2064 2.05A 204A "' .,. o,( C( C: ~!f'LP I I -.,,- LS:3 ·(::)) 309 368 397 209A WBA 1.0'7A G< 0, « ... cf\(t)_cn.1... ci:-lo..-1~ LS'" 4 401 400 399 212A 211A 2.lOA . .,. <>( o< 30~8 \I \ 1· '·, A 0 l) ~ • I i ! I I . . ··--~----•• -· . -----·-·--·-··· --------~------··"·-·· " •• '3 •• t l r --1 ---., .. "l. '"i t _J I---- - P21 MULTI LOGIC BICYCLE 11MING LOG~., A 8 J I ; : ! : ' • ' ' ' • 602 a4-702A 3018 603 RC 3048 3522oL .___o __ _, 351~1 13 AMP CONTROLLER IND SWITCH LIGHT AND VENT PANEL SM IMTERLOCK 3 ~!1, SWITCH SIGNAL LIGHT 307A ON S1 OFF S1-4~ 6 351 y2 335 L'l. TSIB·FIB S7· r', TIP i s,o· LI GS.,.2. s:E~~~~yt S2~ 9131:> AUTO S:? FLASH "' ... z 0 :,: "- S,F. BIT ------------------------------------- ~ 0 ,_ SIGNALS 4OA STANDBY INDIC!TOR LAMP z s? 703A 347 3 'i' " 9096 STANDBY SWITCH S3-2 COOI\P. 523 STAND&Y 1 ON 2 ro----'-OFF 373 3 ON .,1:0 0 C\I <?' "t U) o Q:c o r-.. ... ,:z.,.,... 14--<o'--,f' o o , ~-----::-o,,--D;.E.:T:.:E:::,C:,.T/-:-0"-R:.o..;T:.:E:::S:,.:T+· S,c,W:..:.:.IT:,,;G:::;Hc:;E::;S,'-...... -7"":--~:--::-" . m ··~ d "' i· ~i! : 8 b~sr~sr~si4v;i~i~Y~1t~! ~t~t~t~ ., y y y y y y y y y y y y ! 333 345 393 405 453 465 ·403 • 495 346 406 466 496 HEMAl!l 1 2 ·.s: 4 .5 6 :r 8 2P 4P 6P BP CUSTONER Iii ' , .. , --------r--,--- 1 I I I I I GB3-2 STOP $4 TIME 1 AUTO 2 S3 3£.._ FLI\SH S 1-.I •, ., _ft-·oN ••. jO"' S5 320 30 OFF CONTROLLER POWER I ., r ' r r i° " ,. •· •-·-,, i. I· i-,· t 'IN ~CTIOH "'RIii l'IN FUNC'TION :f1 M I I I I ••• • ~· • c:=:cc· ....... -·--. ·•-~~-·.. I 47UO 4710 4720 ·A GR.N-l¢2 . 33'1 M B +24VDh.. 347 N ' C LOG GND •e,2 p 4730 I> SPB/¢2 t~-EV 4740 4750 E VOLT. MON, 32Lr ,s " Cl<.. I ¢2. 'K<7 1' G v.c.1¢2./ 345 u 4760 H FL. L""'· '363 V 4770-3'1'1 w B /1114-I("" •. X LS1•10 GRN ,.,,.-4S SPB ""'• • •toB· ~,,._1/d6' 457 v.c.1¢4-405 V.C./¢6 465 "f\N/¢8 'i89 --GB-I CK. MA 487 v.c. //JS... 495 BPBl¢8 " Jo~· . 4 I 3D7A,--+---, r 3os11,--.... -'1" I VOLT.MONT.RELAY COIL+24VDC I 322-~~-'+-' 335-<1>--..J 323--·----' 8 FL.ASH TRANSFER PANEL (002359--46) i i ., , I I I I I I 41eo- 479o- I LS7·il ~ N/¢4- //J4-3?7 SHELL GNP· =r,c LS7•t LOGIC: 0l2fq2-N PINS Y Tffflll H·H NOT WIRED CABLE : 00 5902 • IN I I I GB+11-------..I -·---------. ~ -------------' 480o I 4810 L.... .. 4820 4836 S17 TBl'S•II 4840 4850 4860 4870: P2G•V PU,-7 LS8~10 P.3il-2. LS8•8 4880 489c(, 4900 4910-LS8•6 • LSl2.·I0 i:.s12-s LSIZ•G 4920- 4930 4940- 495 495<$'.. 4lt:~ 12BB 4970 I 014 12 CHANNEL SAF'ETY MOIIITO!l IIEMA . PIN FUNCTION Tii:RM Pl!' FUNCTION TERM P13 12 CHANNEL SAFIITV MOMl'TO.ll l'IEMA • . - PIN FUNCTION Ta!M >IN FUNCTION TERM A AC+1 311 B .E 6 YEL 21'1'..4 B K1 OPEN 433 5 YEL 21,[A C K2CLOSED * 3 YEL .-..091, D 1Z GRN *· SWK * E 11 GRN * J. 2 YEL. 205A .• F 10 GRN * K 1 YEL 202A: ,,_ t1 GRN ... + M VOLTUON ---~5'.l, H 8GRN 222A ti +24INH. 35-1, J . 1.GRN_ .... 219 A . .e 1(1 CLOSED * K 6GRI\I. 2f&A . -Q K2· ·OPIHJ 305A ' L SGRN 2. I3A K 12. WK •.•... '*'.,· S. *' A Ac+2 .. 308A R +24MON . '12:!. B K3 CO14 * s SPI\DC * ' C IC"'-OPCN * T SP"ftft * D 12. RED 308A u 1(3BiJCll>Sed * e 11 RED 30BR V 10 0 308B F 9RED 3088 w SPARE * A. BRED 2.2.4A X $DADE' -H 7RED 22.1 A y SPARE * J 6RED :2 IBA z 3DED 2Qw, K 5 RED; 215' !:I REl>ENAB 509B L 4 RED 212A 0 SPARE • • . * . M 2 RED· ., 206A C SPARE *· . N 1 t1EO. 2.0'3A SHELL GB..-Z. " SPARE * .. .. M 4 GRN '2.JOA 11 WI< N 3GRN 207A :c 9W'r{ ' ·*· · SM: ·E0283-12 CADLE: 008082~ 1 , IIOTWl~£1>.•.* p 2GRN 204-A .Y 8WK R 1 GRN 20IA • V 7 WK s 1-24 MON 32.2. w 5WK T· LOG GND• GB#2. .x 4YEL u CHAS GND GB'-'2 y 2WK· V AC-GB#1 ~ 1 WK w K1·COM 351 A A SPARE X IC2·rOM 307A fil RESET y 12 YEL ~ INTER A z 11 VEL * D D INTERS A 10 WI·< *·· EE GWK 10YEL * FF 4 WK . B YEL * :IISPARE --8 VEL 223A -H SPARE 7 YEL 220A I I SHELL 234~ *"j .:,* i 21.f;\ • 22!1A *' -~ 4-0"! 32:: ·-S!H:·· ,,_ 231;,3, 22f~ .;JI.. • •. I• •-• ..1-;.-. -' P1:i·U IIELAYS LAB!U FD AS ENERGlZSO(No' CONFUCTI CHGND NIU ,__~ RED OR D/W K YEl ~ GRNOR.WK N/iJ • FRONT VIEW I.OAD SWITCH SOCKET ~ ~ "' Os, I;! c:o 1,1.1 HEMA SAFETY MONITOR PROGRAM JUMPERS 1-s 2-5 4-s a-7 r-,. z-'-4-7 3•8 F3 GOA 0 z CJ :z: z 0 a: CJ \ GB+1 I ... 0 :z: <t ;!: I • ·-FIEL,D ....... .... :. ... "IA..~ !l!lll'il 111.rlll'" _II !Ml Glill 11'11111 t111:: lflli} ,. 5 ~ Q< "" ,,., • LS5 •'19 44·s 447 215A 214.A 213A 201 202 2 0'3 204 205 206 '2.a'r 208 209 210 211 . 212 21:l '214 215 216 217 218 219 220 221 2il! -223 224 225 226 227 22.li° 229 21!0 231 2!12 2!1! .234· 2llB 2ll9 '. •,d li t· O• ~3 "' OAAWH~ OATC~-.S:•RS' l'-11: ~ C) ,~•. <?,Ju I= TffLE: MAtJ>-.R:ntUR"WERb .. ''.: . .... 6 "61 q,;9 "' • .,. Q< .,.. LS6 "IGO a111A 217A 2IGA 'LS7 . er\ ~79 4-,r.o z--219A ·"' ,,. I>< ,,. - B ' 477 2.21A .8 4A9 223' .0 "' "" ~ Cl) LSS 491 490 224A 222A 3098 ' LS9 . 2,p 3..,4 343 342 "'2.7A 226' 225A "' ... .,. .. ' i ,G ' y52 • ' AP " "" .,. ... LSio 404 l{t,?, 402 230A 229A 228A •• flEl'IA .ii · I LSil GP 464 '163 462 233A 2.3:1.A ?.:!IA ~ "' "' ... C.UST(I. SP '194 ttfl. ,s., GB-.,_,,.;,9 ~ ~ LSl2 492 23SP. 234A G9• 1 :!I0~A .. .. NOTE °(3) \IARlSTORS AT LSI, LS5, LS9, \3ETWEEN PINS I & 11. ,. ir :,,,: Y R, ,G ' ti) c/J Y~A,. ,G 2. (:I. •• :-= .•• ·-,.w..::cT"~· . • 1,. 'P ~ y B, .G , ... -,_7,. ? .0 0 0 0. w DW W ZP ~ th~ "' ll! r11,. :.! ,-. ...,, -:.,rij,Q@ ~ ...., ~~ ii: ~1f "'l; !ls ~ Lll-~ ..... Ci . , ~ CHECIC£0 :; . .·,.;~ ·• ~fj,-' '-' >NGA~/rl 'B->t-01> ,, ... , ·'j :a . .. , .... C ""o• .·ctTY OF.NEWeo~1wm ' 50 q-..:r.2.-d.1. . • ~-· ·-,-.. .s1z, DW8. No-. R·~ :;; o'' 14949 ' '1' 't7320I '· , a:: ... -~-,. -._, , ---... .... ~ ~. , . .,, .... ... . .... ''.J:::~.:,;•>:· .'-:= ... . •• • iio·scALE I ~ • "" :/~l: ;';.' .. 59EtT I OF I ;;,:.,~_:f; •. ··Y.,~Y.;,,' . , . :!tf:;f..i..~---Y: •••••• • •••-• • • ••-•••r• ••-••••••••-••~••"• ,.J I ( X ~ ~ 'cl: ~ ~ -.:3 Cl w >-V) cc > Cl w w 0:: V) w > I- w <t c:: Cl X wr-r- I-O"I O"I <t ' ' '<I" '<I" u ID J J ;=: :::!: '-Cl>->-wen ca I-Cl <tw Cl _.J z ·w ::J (.!, ~ u_ u _JV) w <t LLJ ::r: UCl u X X X 0 ' .-==-~ -----------w--' ! ii ff // I , I I ,r 0 Lf) + (T) 'l" - 142 143 0 I ----c:. - ' ' d <(J 0 O::t I U2: j -I ::r: I 1 I I I 145 \ I f I {( f I 144 I I < I ' I I / ---"\ \~ \ \ j I I / I ---- 183 <2"C > --s w s:: I I zl i-/ :::,). o-~---= ) 2) <(/ 7 -- 0 (\J + (\J -w s:: I I I I , I I I 0 i ' FOR REDUCED PLANS o I ORIGINAL SCALE IS IN INCHES I I I 0 0) + l1) -.s BOULEVARD 2 3 I I I 0 0 co + (D -.s I 0 ~ + ~ -..: - 0 0 " -0 ·o + I- 00 LL --.:r w -...J < :J: I-D (J) ...J w w (D z -w ...J w (J) I u I---< L DIST COUNTY Ora 1#-tef~g~ REGISTERED CIVIL ENGINEER APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2.0 99 133 ofESS/o ILBER , DICKS 1941 ·---xp.9/30/9 CIVIL Of' CA\. ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE §--coNSTRUCT LIGHTING STANDARD (TYPE II) PER CITY OF NEUPORT BEACH STD. PLAN 201-L UITH GALVANIZED ANCHOR BOLTS. MOUNTING HEIGHT 34 '-9". §-PROTECT EXISTING CONDUIT UITH 1#8 BARE AND 2#8 CONDUCTORS. INSTALL NEU 1#8 BARE AND 2#8 CONDUCTORS FOR EACH NEU CIRCUIT (SEE SL-5>. LEGEND ·• 16,000 LUMENS, 150 HPS LUMINAIRE PER CITY OF NEUPORT BEACH STD. PLAN 201-L EXISTING LUMINAIRE PULLBOX ,_ -.:, TRAFFIC SIGNAL LUM I NA I RE SCE SOUTHERN CALIFORNIA EDISON COMPANY SP SERVICE POINT ~INSTALL PULL BOX IN EXISTING CONDUIT RUN ~INSTALL CONDUIT INTO EXISTING PULL BOX ------INSTALL 1-1/4" CONDUIT PER NOTE 1 ----EXISTING CONDUIT NOTES 1. ALL CONDUIT SHALL BE 1-1/4" PVC SCHEDULE 40 WITH 1#8 SOLID BARE COPPER, AND 2#8 STANDARD COPPER THVN COLORED CONDUCTORS PHASES INDIVIDUALLY UNLESS OTHERVISE NOTED. 2. PULLBOXES SHALL BE PER CITY OF NEUPORT BEACH STANDARD 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 FOR ALL RELOCATED LIGHTING STANDARDS. SALVAGE EXISTING LIGHTING FIXTURES AND PHOTOELECTRIC CONTROL UNITS. 5. NEU CONDUIT AND PULLBOX LOCATIONS SHOUN ARE SCHEMATIC. EXACT LOCATION BY THE ENGINEER, DETAILS ON SHEET SL-5, AND CITY STANDARD PLAN 205-L STREET LIGHTING PLAN RECORD DRAWING ~-iJo-99 SCALE: 1"=40' SL-1 DWG. NO. R-5689-S --0 _J U) --0 _J U) (D 0) 0) (1) N z ::, :i;;: N (!) w U) (!) IJ.. • =-a. • Cl Cl ::, .. '4 Cl I I I ! i ' i ' ! -~ ~ z :,: 5 ~ n ! 0 ~ > ~ ~ z C 7 X <tj ~ .g: ~ -'=I Cl w >-V) Ill > Cl w w 0:: V) w > I-w <( 0:: Cl X w r-r- I-O'I O'I <( ' ' q-q- u a:a J J 3::: :::;; '-Cl>->-Will Ill I-Cl <Cw Cl ...Jz w :::i <..!l :,,,:: U-u ...JV) w <CW :c UC! u X X X 0 n 0 - -/._. I ..,, ?c 0 (!) + (!) (!) - ' I u - -/- + ~ 19 -- \ \ \ \ \ \ \ ' ' \ \ \ \ . ' \ \ \ \ \ \ \ \ \ ' + ~ '5J • ,, .,. -~ \ '--(I') "::t + (J) Lfl - \ 0 0 0 -/ "' 0 ~ .•··· 0 0 "' liJ 0 (\J + f..D 0 (\J-,r + I 01 ~ l FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I i \ v I I \ 2 I \ 3 I 0 0 + ("') f..D l I 0 -/- --1.1 (J) wr + ' ow 0 .. 0 0 ( 0 00 + --t f..D I u I-< L DIST COUNTY ROUTE Ora ~~ REGISTERED CIVIL ENGINEER APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2.0 QfESSIO ILBE . DICKSO 19417 ·---- p 9/30/9 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA, 92718 CONSTRUCTION NOTES §-coNSTRUCT LIGHTING STANDARD (TYPE II) PER CITY OF NEWPORT BEACH STD. PLAN 201-L WITH GALVANIZED ANCHOR BOLTS. MOUNTING HEIGHT 34 '-9". !Rl~©(Q)fR!@ lQ)~L/1:i.WHWlG C,·30·?9 STREET LIGHTING PLAN SCALE: 1 "=40' SL-2 OWG. NO. R-5689-S -N a ..J U) N a ..J U) (J) 00 00 en N z => :;: N (!) L1J U) (!) LL . :r Q. . 0 0 => .. ~ 0 I l ' ' s • ~ ' ~ ' . • i g £ ' • ~ ' : • , • . • ' I I I " s; z :,: 0 r 0 > n m 0 D > D D ll m > ~ ~ z I z > • 0 ' I , • > !" n I l, ~ = ~ -() () ~ :,: 0 r 0 ill n ! 0 ~ > ~ ~ z 15 C z ii • D !:l ~ ~ z !" n )> C <l I " ~ :,: ~ ~ n O 0 D D D 1l m O ; § z O C 7 X X X X X Cl w >-V) co > Cl W w a:: V) w > 1-w <t a:: Cl w r-r- 1-Cl Cl <t ~ ~ ' U Ill J -, :if= :!? Cl>->- WW 1IJ I-Cl <tw Cl ....Jz w ::J (!) ::,,:: u_ u ...JV) w <(W :C uo u X • ()1 N ...... --- ) X . N "' 0 N 0 (1) . -<l "' \X I X i i -+ 0 0 DIST COUNTY ROUTE Ora ~~ REGISTERED CIVIL ENGINEER APR IL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2.0 ofESSJo,v. ILBER _ . DICKS to ~ No. 194 I xp 9/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 CONSTRUCTION NOTES a_CONSTRUCT LIGHTING STANDARD <TYPE II> PER ~ CITY OF NEWPORT BEACH STD. PLAN 201-L WITH ~ X GALVANIZED ANCHOR BOLTS. MOUNTING HEIGHT I 1 ~ 34 '-9" . ~ ~Q_INSTALL 2" SCHEDULE 40 PVC CONDUIT. ~ CONDUCTOR SIZE PER PLAN. Q__INSTALL NEW SERVICE CABINET PER ~ CITY OF NEWPORT BEACH STD. PLAN 206-L. % v Q-INSTALL 2 1/2" SCHEDULE 40 PVC CONDUIT, o ~ CONDUCTORS BY SOUTHERN CALIFORNIA V •c:, ) '--___... -1--.. &1 X.g ~ w ED I SON COMPANY. s, -/ '------ 1 \;, __, / >< f;" "' . & MYERS MEUG-M 1 OOC PO~ER PEOEST AL AND METER r --/ 53 .::v 1 :~~t3H ,s j Ji½ ,., rv xfi C FOR IRRIGATION PER CITY OF NEWPORT BEACH "-'--____ (, 81~ ___ .---__,, <.::::: J cJ\ 181 ?! _ / xfi 181 \81 STD. PLAN 206-L. 120/240 V 10 ,3W, W/ <8l -_ _ _" ~ _ --181 ,_, ~ t.p ~ f ~ cc.' 20A Ip, CI RCUTS < 1 ) 60A 2P MA IN BREAKER '" "J 'o:::;--,. 0 -~ · x BREAKER X ff? {21 '\l , rv -· \ ~ . ,) >< .r:o __ x----=:-""."--::-...:::---=---=-_:: _ _ _ . 0 ><.• ,-,& <j >§ ><t; t, o c; o --~-:"-:ccco:"'"'---~ ~ Q~ IRRIGATION CONTROLLER PE□Er~~R OETAIL 0 I] kl ~ v1x"<./·--x-~x--x.-~~'i'i-t---.:--_-x---=.~--x--x--'; •0 -x-".+ ,..-':-~-::--:::::.:::::::--+ 0+ A g~{Yc ON IR~RIGATION PLAN SHEET HP-25 0 x--x-,...... 1---x--.-+ ---------_ x.---.,.._ w ,---)( _ --;m a_ .. -x;----x--x·--,-, Ul ----:::.:::_------,~--x--x:--::<-01-x ________ ro en - • JI'.----, ro ro ----:::. ::. ::.ro -----_______ --_Q;i.-. --_ ~ 0 --------------------Iii -+ f;: .. SCEl --_:'1J -------;-.-----l!I ~ ----------• -------- _________ ..,1:___-11 _ 7',---..... 0 ~ ~ --- ---\ ---MACJt.4iTHUR !I -MACARTHUR -.--< z 0 en ---, 1 • --"' -----~--.. L ... ,--•--------... c , • ~--------,, -----:,/,: t--1-- R/W ,_ ~ rv ~ I\J - w 0 co + (\J co -I\J - -- " (/1 - u-, 0 0 (D + '1 ro 181 0 '1 + (D 0) ft 181 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES f I I 0 fo 2 I (\J + co 0) 3 I RECOAIO DIRAWiNG --- TO STREET--~ LIGHTS <TYPl STREET DETAIL "A" NTS LIGHTING SCALE: 1 "=40' PLAN SL-3 DWG. NO. R-5689-S -M 0 ...J II) - M 0 ...J II) w m m ID (\I z ::, :,;: (\I (!) UJ Ul (!) u. • ;:. n. • Cl Cl ::, .. -t Cl I I I I I I - X X X X X 0 w >-Vl OJ > 0 W w 0:: Vl W > 1-w <t 0:: 0 w r-r- 1-O'I O'I <t :?r :?r U CD ~ ~ ' O>->--WOJ CC 1-0 <w o .....lz w ::i (.!) :,.: u_ u .....JVl W <l:W :r: uo u w-w _J (f)I u 1--< L [.() [.() + I\J 0 .aL/l wL/l 0) + 0 0 N - j w X f, + I\J ..., + - v, -, C: s l1) 0 + C") 0) 181 X (.() ' ff) l1) ,., ---r 0 7R + l7J N 0 N r-- 0 -, ~ \ \ \ 0 , X l + ( 1 81 2 3 -0- -e- T + " U) I [.() 0 + (D 0) 181 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I , I I I _____________ .., 2 I Cl] , [.() [.() + f't- 0) 181 3 I 6 n.1 [.() 0 + 0) 0) 181 ===1===-=-=I ' , m DIST COUNTY ROUTE Ora Mif~~ REGISTERED CIVIL ENGINEER APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 1.0/2.0 QfESSIO ILBE • DICKSO 1941 ·---- p 9/30/9 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 CONSTRUCTION NOTES 0-PROTECT IN PLACE ' & CONSTRUCT LIGHT I NG STANDARD < TYPE I I> PER CITY OF NEWPORT BEACH STD. PLAN 201-L WITH GALVANIZED ANCHOR BOLTS. MOUNTING HEIGHT X --X J ~~ RECORD :r:D RA VI~ NG STREET ~-3o-99 LIGHTING SCALE: 1 "=40' PLAN SL-4 DWG. NO. R-5689-S ~ _, U> (0 CX) lR N z :::, ::c N t!) w U> t!) LL . ~ • 0 g i - ' D • 0 ~ ; !" i~- -0 N <:) ""t\ - X /4] ~ _E: -..:::3 Cl w >-(/) OJ > Cl w w a:: (/) w > t-w <t a:: Cl X wr-r-t-O"> O'> <t '-'-'q" 'q" u 1%1 J J 3:: ::E '-Cl>->-woo ro t-Cl <w Cl ...Jz w ::::, c., ~ u_ u ...JV) w <l:LLJ :r: UCJ u MAINTAIN EXISTING 0 CIRCUT L1) 0) (\J + + L1) -'-f L1) X -- a=n= a= 91 I I a --a--a-± ----- 0 0 (X) N + + (D N '-f L1) -- X X 0 -+ (Y) L1) - ~ '-/IZ!..u;;,c..J At-{ D e,w,::_ 0 0 + '-f 240 L1) - NE\./ LOAD STREET LIGHT 1-1/4" CONDUIT 13-1/2" NO. 3-1/2" PULLBOX CURB FACE 6-1/2" PVC CONDUIT TO NEXT LOCATION 2'-6" SEE STANDARD PLAN 205-L TYPICAL CONDUIT AND PULLBOX LOCATION 0 0 --~, rt-L1) + + L1) rt- CIRCUIT #9 (D (D -- CIRCUIT #10 0 0 (D '-f + + (D en (!) (!) -- 16-150 \./ATT H.P.S. LUMINAIRES (CIRCUITS #9 & #10> EXISTING LOAD 8-150 \./ATT H.P.S. LUMINAIRES <EXISTING CIRCUIT) ' CIRCUIT #1 WH:lTE:) CIRCUIT #12 NE\./ LOAD • • 0 LEGEND SPLICE INSTALL NE\./ CONDUCTORS MAINTAIN EXISTING CONDUCTORS INSTALL NE\./ OR RELOCATE EXISTING 150 \./ATT H.P.S. LUMINAIRE MAINTAIN EXISTING LUMINAIRE 21-150 \./ATT H.P.S. LUMINAIRES (CIRCUITS #11,#12,#13 & #14) 0 + 0 CX) 240 0 0 + -(X) - 0 0) + 0 en + N co - BOULEVARD CIRCUIT #14 0 en + 0) co - 0 0) + 0 0) NEU LOAD DIST COUNTY ROUTE Oro ~~~ REGISTERED CIVIL ENGINEER APR IL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .012.0 103 1>-0FESS10 ILBE . DI CKSO "' "" . 19417"' P 9/30/ CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 8-150 UATT H.P.S. LUMINAIRES <CIRCUIT 16) EXISTING LOAD 8-150 UATT H.P.S. LUMINAIRES <EXISTING CIRCUIT> L1) L1) + -0) - N (Y) + N (]) MAINTAIN EXISTING CIRCUIT 240 /CIRcuirttf8" ( l'ffuow f f'.JLo£) ~ A RECORD DRAWING ~-30· '7<J U) 0 + N 0 (\J N CX) + N 0 N STREET LIGHTING PLAN \./IRING DIAGRAM NO SCALE SL-5 -Ul 0 ...J (/) - . ::,, a. • Cl Cl => FOR REDUCED PLANS o I 2 3 ·· L ______________________________________________ ::OR:,:::IG:::,::IN:,:::A:;L_;S~C::A,:::LE:...:::IS:.__:::IN_:1::,:NC::::,H,:::E~S-=I ==::::::::::!=::::::==:1=::::::'==.I _________________________ L_ _________ l.!D:!!W!!IG~.!..-fN~O!!!•~Rl:-~5252,89~-:.:SL __ _Jci I I - X X X X X Cl w >-(/) ca > Cl I.LI w 0::: (/) w > I-w <( 0::: Cl w r-r-I-er, er, <( ' ' q-q- D (/) (/) :E LL (/) '-Cl>->-wca ca I-Cl Cl <tw ...Jz w :J (.!) :,,:: u_ u ...JV) w <(W I UCl u 230 220 210 200 190 225.6i' +00.00 ....I 0 ....I ....I ....I < :at 1-w Ct:: (!) w ID 0 0 • 0 0 + 0 11 . 00 ' 16.50' H=4' H=B' TOTAL LENGTH MEASURED ALONG RET \./ALL LDL = 335.12' 1 1 . 1 , H= H= 12' 1 6' 220.6,' +16.50 11 . 50 ' 14.50' H=18' FINISHED GRADE BEHIND \./ALL 224.00 +50.00 --- TOP OF RET \./ALL 156A ---- 133.90' H=22' \./ALL EXP JT (TYP)~ ~ 22. 50 r--1.., A 1 ------- RCS PARAPET SEE DETAIL ON SHEET S-4 221.25 +50.00 +2;,. 50 212. 6,' -s:,, +38. 6i' -------- 208.6,' +50.1,' 204.6,' TOP OF FOOTING +64.6,' 200.6,' +i'B.55 ------ \./EEP @0- HOLE 3-1 <TYPl 199.88 +26.55 ~ ... A 1 FG 199.14 9.;, ' L/) to LI) N • • CO CD (J) 0 + + 6-SPA@9.li' = 55.00' 61.40' H=20' 0. 4 ' H= H= H= H= H= H=6 H=4 ' 18' 16' 14' 12' 8' TOP OF B'x10' RCB (UNDERCROSSING 213.14 ELEV 211.0i'CSOFFITl +24.69 220. 08 \./ALL WEAKENED~ 211, 14 +00. 00 PLANE JOINT ~ +15. 52 CTYPl 219.1,' 209.14 +50.00 +06.35 ----20i'.14 205.14 +9i'.18 +88.01 203.14 +i'8.84 201. 14 +69.6,' -------- +II "'LL EXPANSION Gf O ~. JOINTS <TYPl 3-3 i:;:- INV ELEV 181.8± i'2" RCP EXTENSION 218.33 +00.00 ....I 0 ....I ....I ....I < FOOTIN~G : STEP 3-8 w CTYP) et:: D z w N -• L/) (".) + (".) 211.83 +35.12 • ~ U) FRACTURED RIB-- TEXTURED SURFACE AT EACH SIDE OF PARAPET DIST COUNTY Oro ROUTE TOTAL JI ENGINEER APR IL 14. 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .012.0 104 ,<OfESSlo LAHUD _ M.SHEI "' ~ No. 32677 xpl2/3 I/ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 TUBULAR HAND RAILING PER CALTRANS STD PLAN B11-51 TOP OF PARAPET f;c+--------,,--POST POCKET DETAIL (X) ~--1" CHAMFER<TYPl ro ;::----4-#5 CONT :'..f-------;-;;-lF.lfi #4@ 1 8 "C/C [:) • 0 -(".) l_:J I ----~:-:~ -,k3lF::...--_-~=4-"4 CONT rrl PARAPET 5" ~--= tt4~18"C/C n TOP OF RET \./ALL 156A 1 1 1 /2" t7 FG " -------+-----JD~A~T~U~M~E~L~EtV~=~18~0~-~o~o~---~-:------------------;t----------------'-----~i-----, 1 180 FOR RET \./ALL NO 156A l l 12 13 _J 10 ELEVATION C. POST POCKET. 7 6" TOP OF ~ PARAPET • 0 I • ~ ' #5@6" CIC #41ii118" C/C X2.0 • I • N S\./ R/\.1 ~ II _. 0 _. -< (I) D IJ'l er -< > 0 LlJ :z ....I :::i ....I 0 --1m -< ::>: er :::i I-:c 0 W I-0 er er . < 0 (!) u co W-c + m :::;: lJ) IJ') 0 I--0 fr: •• < 0 ()") l-o r,-(/) + • OU) 1- -r,-U) 156 GUTTER TC MACARTHUR BOULEVARD ST STA LINE~ TC GUTTER SCALE: HORIZ 1" = 20' VERT 1" = 10' 151 LOL RET \./ALL NO 156A R=2464.00' 6=,'0 4;, '34" T=16i'.82' L=335.12' PLAN SCALE: 1" = 20' I I I I EXIST WILDLIFE UNDERCROSSING 158 UNDERCRDSSING EXTENSION I I I I I I I I I I I I I I ) 9" [] ~ #4 TOT AL 2 ----'-<: PER POST 2-#4X2'-11"----t1"1 • (J) ---4X5X0'-9" OR 5"(2) X0'-9" POST POCKET I ....__ 2-ll4X2 '-11" 7 TYPE 1 B3-1 RET \./ALL POST POCKET DETAIL (/) w D FRACTURED RIB _.,. EXIST i'2" RCP RCP EXTENSION II ....I 0 ....I < to 0 LO Ct:: -< > 0 UJ z ....I :::) ...I 0 ...I ID < :x Ct:: :::) I-I 0 UJ I-0 Ct:: Ct:: • < Ill O U CO z<+ UJ:£ffi N I-- -Ct:: ~ .. -Ill (J) 1- (") LO Ul + • (") (".) 1- -rt-(ll NO SCALE OR GEOCOMPOSITE DRAIN ALTERNATIVE SEE SHEET 5-3 1 '-0" CTYPl "I ir-,,-+-r-7'..,..-:~ - TEXTURED SURFACE SEE SHEET 5-3 CTYP) FG ~INDICATES STRUCTURE OVEREXCAVATION• ~1 ----;I INDICATES STRUCTURE BACKFILL• •IN ADDITION TO THAT SHOWN ON STANDARD PLAN A62B SECTION A1-A1 NO SCALE _ _,,---STANDARD PLAN SHEET NO -+--DETAIL NO STRUCTURAL DETAILS iiECORD DRA'9V~ff3G ~-BO· 99 RETAINING \.!ALL PLAN U__l_ _____ ~-~~--c=:c=i:=~========r====~~ FOR REDUCED PLANS o I 2 3 DWG. NO. R-5689-S ORIGINAL SCALE IS IN INCHES I I I I I I 156A \.!ALL S-1 CL 0 (/) -0 (/) co (X) CD (J) N ~ 1- (/) N L') w (/) (!) LL • LL :3 CL • 0 0 ::::> .. ~ D X CJ w >-Vl ca > CJ w w a:: Vl w > I- Lu <C a:: CJ X wr-r- I-O'> O'> <C ' ' 'Of" 'Of" 0 CJ) If) ::;: LL CJ) ' CJ>->-wca ca 1-0 <Cw CJ ....lz Lu ::i c..::i ~ u_ u ...JV) w <CW :r: u□ u • • (") I • ~ X 215.33 TW X ZIS FS X I I 8-D 8 I 2'-0" 1 • • , #4@12" 2 '-0" .1 " FOOTING STEP NO SCALE I 4, e, '' - ~ ~ 8,, 811-41 I c-c I -- I " 2D 0 - CABLE RAILING I A ' (Z/5.(,,7 TOPDF CAP) 2/5.33 TW ----------i----~ - - - \ FINISHED GRADE -. . . *WEEP J1DLE~ AT ! 21O.0 TF BACK OF WALL 1 '-0" l'o· .--. I I 208.0 TF i - \ lu \ 1 '-0" MIN (TYPl -- 1 '-3" ~ -J \5 FINISHED GRADE IN < <:( 2.1 FRONT OF WALL -J -J ~ --- ELEVATION GG~1LE. 1 "=4' ND SCALE " 4 ATRJUm ])RA/f,JS _Lf--' I ' T - A ,---RET WALL LOL 2, I 5 PLAN VIEW QQ _.. IM&: 1 C /4 ft ,:,C:XLL. 1 ,. NO SCALE. ·-- NOTES: A. CONTINIOUS PERVIOUS BACKFILL (WRAP IN FILTER FABRICl B. OMIT MORTAR FROM VERTICAL JOINT IN FIRST COURSE ABOVE PROPOSED GROUND LINE AT 32" CENTERS FOR WEEP HOLES SEE NOTE B FINISHED GRADE 1 '-0" 1 '-0" ;4:.8" r to:_ B II 8-0 - 8 I - " , SECTION ~ WEEP HOLE ANO PERVIOUS BACKFILL NO SCALE Z22.4 i ,-v. r.,s. DIST COUNTY ROUTE I TOTAL PROJECT Ora APRIL I 4, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0/2.0 I 05 o,ESSIO LAHUO M.SHE!K 32677 XPl21311 CIVIL ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 RET WALL LOL ,~"-"'WEEP 811 -41 CABLE RAILING c-c ) l!J -J \(! < c:,: -J .... '( ~ J-/0LE . - I /I 1--/-0 1 '-0" ~ • • CV) I • ~ ' 811 -41 CABLE RAILING c-c 1-112" CAP BLOCK * W££P I-/DL/£5 PLACED .3'1 ABD\IE - FJ/IJ/5 H £0 GR.AO£ ""8" TOP WALL "" 1 2" BOTTOM }_ _ ~- i>,.-& WALL -~ • ,-5' .... 4,,-7-=1/° #8@16" CIC-~ #4@24 CIC [#5@10" CIC 12-#4 2 '-0" 2'-6" -+-.I RET WALL LOL TOP OF WALL 8" 8" CMU WALL VARIES (8X6X16 SLUMPED BLOCKl 12" CMU \./ALL (12X6X16 SLUMPED BLOCKl 1 '-0" #6@10" CIC #4@12" 3'-0" 1 '-3" 2 '-0" #8 CONT "" OVER EXCAVATION 2'-0" 4'-0" 1 '-0" VARIES 1 '-3" 2'-0" 1-1/2" CAP BLOCK TOP OF WALL #4@24 CIC [ #5@10" CIC 1 '-0" 1 '-6" 2'-0" 2'-6" 8" 3" CLR 1 '-0" 8" CMU WALL (8X6X16 SLUMPED BLOCKl lft@16" CIC J \ #4@12" CIC #5@10" CIC 10-#4 CONT #1 CONT 2'-0" 3'-0" SECTION 8-8 SCALE: 1"=4' ,., / r----,, / --~~~ c ,f / SECTION A-A SCALE: 1 "=2' RECORD DRAWuNG ~-30-~"1 STRUCTURAL DETAILS RETAINING WALL PLAN ;-~-/· ✓/ _,.✓✓ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I I I 2 I 3 , NO SCALE S-2 DWG. NO. R-5689-S I -a. N 0 CJ) - N 0 Cl) CD co co en N 0::: 1-- CJ) N (!) L1J CJ) (!) LL • :,: a. • D 0 ::) .. -,t D I I I I I I I I ~ g • ~ • ' ~ I 0 6 al 8 ! ~ ~ ~ ~ Q -<:) U\ C> "" -"" \Jl X X x- X X Cl w >-V) (Cl > 0 w w c::: V) w > I-w <t c::: Cl w r-r- I-"' "' <t ' ' ,...., ,q-,q- V) V) :ii: I.J... V) ' Cl>->-wro ro 1-0 <tw Cl ...Jz w =>o ~ u_ u ...JV> w <tW :r: uo u 80-3 WALL WEAKENED 3-3 PLANE JOINT <TYPl 6" FRACTURED RIB DIST COUNTY Ora ROUTE REGISTERED CIVIL ENGINEER 1 tyllLI:._? TOTAL PROJECT I .0/2.0 I 06 133 v"-ofESSI0;,,4t (li~ SALAHUOD I <"-,,CJ. !J M.SHEIKH ~ APRIL 14, 1997 ~ --3-2-67_7_'\\l DJ] llilllliilliliiiilllin jjj j jj jjj jjjj jj jjjj jjjj jjjjjjjjjjjjjjjjjjjjjjj jjjjjjjj jjjjj jjj jjjjjjj TYF>lrs .. --jj lfyp 1 ' TYP 6" TYP 6" TYP II TEXTURED SURF ACE (TYPJ ..,_~PL~A_N~S~A~P~PR~O~V~A~L~D~A~TE":":':'~----.\~N~-p-)2_/_3_1/-9~7*,- CITY OF NEWPORT BEACH E RD J'_. CIVIL ~,,,_ i----_r-- ---------~ I IT 1111111111111111111111 ii I I I i I I I I i I I I I I I I I I I Ii II I I I I I I I I I I I I I I ii 11111 ' ' 3300 NEWPORT BOUL VA <tre -----~"'~ NEWPORT BEACH, CA 92658 OF CAI-' ------- ------II Ii I I I I I I I Ii I I I I I I jj jj jj j j j j j j j j j j j j j j j j j jj Ii ii j j j j j I I II I I " II II II I II II II ' a lllllllllllll Ultlllrlllllll1111111 ' '-... "-I.I_ -------------------jjjjjjjjjjjjjjjjjjjjjj [IIl] "", "" 1 f ! • 1111111111 r~ _____ -✓-- ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 """'-~-✓--✓-r~- ~-~' / II ' i---,✓-I ~~ - DETAIL "'--✓--~~1 ~-~ I'----,,,,✓-I 1~--' ~ ,✓--I ~-----,~~~...... .......,_LLJ..U.J.J..LLLLJ..U.ll.lJJ l -✓--✓--✓-~V' I I I r-------~---_ .. ,__ _____ ------1-------+---+--------.---+--,----,_~ I I ~-~ ' I , I /80-3-.., WALL EXPANSION 3-3 JOINTS , __ _ ' 80-3 3-3 , __ _ ELEVATION WALL EXPANSION l/ JOINTS 1 , TYP \__FG 80-3-.., WALL EXPANSION 3-3 JOINTS " I l;, / ,> / I \;> > '> / t> -,-----t---~ l 1 1 /2" FRACTURED RIB TEXTURED SURFACE NO SCALE FRACTURED RIB SURFACE NOTES: NO SCALE .--, FINISHED GRADE\ VGEOCOMPOSITE DRAIN DETAIL "B" I,; I ~ ~ ..... ..... ..... ' ' ..... ..... ..... ..... ' ~ BACKFACE OF RET WALL I I I 0'"' .., i::: 1 I I I CAP-<TYPl SEE NOTE B I'-3" SLOTTED PLASTIC PIPE SEE NOTE B TEE CONNECTION 4" DIA DRAIN\ ,..J "-- ) I 'j +--1-+------11----· ----: A. 4" DIA DRAINS AT INTERMEDIATE SAG POINTS AND AT 25' MAX CENTER TO CENTER. FOR WALL ADJACENT TO SIDEWALKS OR CURBS, PROVIDE 4" CAST IRON OR ASBESTOS CEMENT PIPE UNDER THE SIDEWALK TO DISCHARGE THROUGH CURB FACE. EXPOSED WALL DRAINS SHALL BE LOCATED 3"± ABOVE FINISHED GRADE. 8. GEOCOMPOSITE DRAIN, CEMENT TREATED PERMEABLE BASE, AND 3" DIA SLOTTED PLASTIC PIPE CONTINUOUS BEHIND RETAINING WALL OR ABUTMENT. CAP ENDS OF PIPE. PROVIDE "TEE" CONNECTION AT EACH 4" DIA DRAIN. C. CONNECT THE LOW END OF PLASTIC PIPE TO THE MAIN OUTLET PIPE AS APPLICABLE . i7 ~ SEE NOTE A~ _ 3" DIA SLOTTED FG -, ~j 2'1>1 r-. _) PLASTIC PIPE .,, -1, "----=+==:::::;;:;;1t:;, ---IJ t--1 3" UNSLOTTED -~ I PLASTIC PIPE •: 11------M+~ BONO TO GEOCOMPOSITE DRAIN BOND 6" TO~ WALL. CUT HOLE \ Ii'\. ~ ----10 MIL POLYETHYLENE A FILTER FABRIC WRAP AROUND CANTILEVER RETAINING YALL YEEPHOLE AND GEOCOMPOSITE DRAIN NO SCALE ALTERNATIVE TO BRIDGE DETAIL~ ~ 3" MIN '\ ..... '\ ' ..... I'- 1 I SECTION A-A FOR 3" P I!:P 1 ~E=§~1~'=°3,."''--:i~-~-~--=~J_---,c-SH_E_E_T ______ _ 1 1 '.......,..., \_ LEVEL OR SLOPED '-......,..._ TOWARD WALL ............... CEMENT TREATED 1 '-0" PERMEABLE BASE DETAIL "B" DETAIL "C" STRUCTURAL DETAILS FRACTURED RIB SURFACE AND WEEPHOLE AND GEOCOMPOSITE DRAIN NO SCALE S-3 l_..l __ L _______________________________________ 'i:7iRi;imi'CT:ni:ITtJs---~--,---;;---~------------------------l---------7t-rl.1T ,Y'7rvOF'"i-"l"NEW. __ 1 -~ 11 •·1 FOR REDUCED PLANS o I 2 3 ORIGINAL SCALE IS IN INCHES I I I I I I I DWG. NO. R-5689-S -0. "' 0 Ul -"' 0 Ul "' a, a, "' 1\1 0: ,-.. Ul 1\1 C!l w Ul 'co "-• ,. "-. Cl Cl :, ,-.. " Cl -• C • ( 0 [ I i'------ 1 I I ! ; ' ! ' ' ' ' ~ I □ 5 l! 8 ! ~ ; ~ z a I " D • ! ~ ! ' D . - I I I I I I l! ! D ~ z !i ~ ~ I ~ I □ r 0 n 0 ~ ~ a z ~ ~ • -0 ~ X Cl w >--VJ a::i > Cl w w a:: VJ w > I-w <( a:: Cl X w r-r-I-O') O') <( ' ' 'q" 'q" Vl Vl :::iE LL. 1/) ' Cl>->--wa::i a::i I-Cl <t:w Cl ....Jz w :::J <.:) :,:: u_ u ...JV') w <(LJJ :i:: uo u X X X DIST COUNTY ROUTE 25'-0" 25'-0" r--!1> D Ora I .0/2 .O 220 -----t-----------------------------tf-----------------------------1--220 Jj 9'-0" t '-0" 9'-0" 8'-0" 12 '-0" MAX. DESIGN HEIGHT H=4' H=8' H=12' H=12' TYP 084 "\~ "\~ CABLE RAILING PER (oO <::,O PLAN t~)' \ \. CALTRANS STD. 7,, --- 8'-0" 5'-0" H=8' H=4' ---FINISHED SURFACE AT BACK OF TYPICAL \./INGWALL, P,,,....__ CAL TRANS ·sTD PLAN 084 TYP JYPE B PARAPET WALL t CABLE RAILING WINGWALL FLARE = 55° t-t 8 ' X 1 0 ' RCB APRIL 14, 1997 PLANS APPROVAL DATE WINGWALL ? FLARE= 35° . M.SHEIKH 32677 Pl 2/31/ 210----t--------t-~:----:::f:::,,,r:::::sl:----t--:;::::,~:;--==---=-:±--:---.-+--..:::::--..:::::±-===:::,,._~:.-....b.L--H===-ik:::::::::..-==l:---+--~~~-+-210 _,___ ~~:::::-:=:~~ ---'-- CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 ......... o I 1 '-2" (TYP) 202.00 TF 198.15 TF / . , / I ~ //x,"" I / 198. 15 TF '"" I 198.15 TF 200.00 TF 200.00 TF ~- 202.00 T 1 '-2" (TYPl ------------l--200 PLANVIE\.J \./ESTERLY END 8'X10' RCB NTS l RCB I ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING DIMENSIONS BEFORE ORDERING ANY MATERIAL 2. THE CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS 9 1/2"1· ·1 190 --+------------------------------------------------------1--190 I I 1· · 1 9 I /2" 3. FOR 8'X10' RCB EXTENSION SEE CALTRANS STANDARD PLAN ~ \JITH MAXIMUM C7EARTH COVER 10 FEET TOP \./ALL <SEE FOR ( OF RETAINING <TYPl SHEET S-1 PROFILE> - t: -CD X I < • L'. 00 -r C t: N ' - 00 r--s ~ - V 8' X 10' RCB OUTLET PROFILE <WESTERLY END OF RCB> r--A l 8' X 10' RCB I I TUBULAR HAND 61 - RAILING SEE SCALE HOR I Z: 1 " = 5 ' VERT: 1" = 5' TOP OF PARAPET TO MATCH ADJACENT TOP OF RETAINING WALL'S PARAPET FOR INFORMATION NOT SHOWN / ,II \./ALL PER SEE SHEET S-1 -EXPANSION JO I NT /80-3 1 \3-3,' - ~ \ 2'-0" 3/4" CHAMFER (TYP> CONSTRUCTION JOINT TUBULAR HAND RAILING TOP OF PARAPET \./ALL FOR INFORMATION NOT SHOWN SEE SHEET S-1 1 '-0" TOP OF PARAPET \./ALL #6 @ 12' _j 1 '-0" 8" #5 @ 12" ~ 1 '-0" FRACTURED RIB TEXTURED SURFACE SEE SHEET S-3 J;.,, 2" CLR 2" CLR <TYP> (TYP) • FRACTURED RIB TEXTURED SURFACE SEE SHEET S-3 8" 4-#5 <2 PER 1 '-O" COUNTERFORTl I #5@ 12' I (TYP) I \ I \#5 I SECTION C-C 4'-6" 1 '-0" #5 @ 12" (TYP> #5@ • ~ 1/ • • @ 12' 8" #5@ 12' en LLJ ~ ..... Q_ a:: >-< t- > - 1 '-0" 4. FOR 8'X10' RCB CONNECTION BET\JEEN EXISTING AND NE\J RCB SEE CALTRANS STANDARD PLAN~ 1 '-0" 1.._-CABLE RAILING TOP OF PARAPET EL 211. 50 1,1,:;:;:c:::=:--#4 @ 12" ~--#4 (6 TOTALl #4 (3 TOTALl EL 208.15 7 -C 4" FILLET I r,,_ If'.;: #5 @ 1 2" EF "-.'---__ X...o..~ ~.s, 12" J R=6" 8' X 10' L-r RCB \./ALLS .s;._ (TYP) "----RCB REINF SEE I 8 '-:)"+ 9 l /2" A I V V (TYP> ELEVATION • • -r--------8' X 10' RCB 9'-3 " (.Q ROOF SLAB t: N ~ ' ~ 00 8' X 10' RCB #5 BARS CONT. <TYPl AND SECTION A-A PARAPET WALL DETAILS <EASTERLY END OF RCB> NTS FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I I ' 2 ' 3 I ROOF SLAB OF 8' X 10' RCB SECTION B-8 1 '-0" CONSTRUCTION JOINT #5 CONT. CTYP> ----8' X 10' RCB RECORD DRAWl~BG I ~-30-19 RCB REINF. NOT SHO\JN FOR CLARITY SECTION 0-0 STRUCTURAL DETAILS 8'X10' RCB DETAILS NO SCALE S-L. DWG. NO. R-5689-S L .. " 0 "' " 0 "' "' a, a, "' N 0: I-"' N (!) "' "' (!) "-. > .. ci 0 :::, -" 0 I I I I I ' ' ~ I ' . ~ J: 0 ~ 0 ! n 0 'll C m 0 ~ ~ I i,7 X Cl LJ.J >-{/) 0 a:i > Cl LJ.J LJ.J a:: {/) LJ.J > I-w <( a:: Cl X w r-r-I-Cl' Cl' <( ' ' '<I" '<I" <t CD a.. -:, -:, :::i; X 1 ' Cl>->-wa:i co I-Cl <Cw Cl .....Jz w =>o :,,,:: u_ u .....I{/) LJ.J <(W :c UCl u X X X X u MACARTHUR X CONSTRUCTION NOTES 0-PROTECT IN PLACE 10' 'wIDE FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I • (X) N + (') Li) ~ < I- (J) I I 4r BOULEVARD 2 I • ro N + ..,: U) ~ < I- (J) 3 I R/\,J 201 / 0 DIST COUNTY ROUTE Ora LAN SCAPE ARCHITECT APRIL 14. 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH. CA 92658 1.0.2.0 108 133 JOHN . ANDRE 3152 ·---- xp 9-30-9 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 RECORD DRAWING ~ • 3o • 91 MEDIAN HARDSCAPE AND DRAINAGE PLAN SCALE 1"=40' HP-1 CITY OF NEWPORT BEACH w - --0 a. :i:: --0 a. :i: (D 00 00 a, N z => ::c N (!)-w V, . (!) IL . ::,, a. . Cl Cl => .. st Cl I I I I r I ~ :,; 6 ill n ~ i ; ~ 2 i5 C: ... X 0 w >-t/') 00 > 0 w w a:: t/') w > I-w <[ a:: 0 X w r-r-I-0) 0) <C'-' ,q-,q- < £0 0.. J J ::E ' □>->-wa::i a::i 1-0 0 <Cw ...Jz w ::J<.:) :,,: u_ u ...J t/') w <CW I uo u X X X \ 0 0 t,2111600 --- \CGNCRETE 'EtQ\./NDRA IN ,,, i'o BE REMOVE~ 0 (') • RI + r,.. Ln .,:-,_ (f) '- \ N 2111800 -- - / E 6070800 -+- 12" RCP 0 M • 'co + en Lt) ,_ Cf) -- CONSTRUCTION NOTES 0-PROTECT IN PLACE a CONSTRUCT 4" THICK x 24" \.iIDE STAMPED COLORED CONCRETE MAINT- 'er ENANCE \.iALK PER DETAIL ON SHEETS HP-8 AND HP-9 TYPICAL. Q__CONSTRUCT 4" THICK x 30" \.iIDE COLORED CONCRETE MAINT-~ ENANCE \.iALK PER DETAIL ON SHEETS HP-8 AND HP-9 TYPICAL. Q__ CONSTRUCT 8" THI9S-COLORED CONCRETE MAINTENANCE VEHICLE ~ PARKING PER DETAIL.:;,,ON SHEETS HP-8 AND HP-9 TYPICAL. ~c9 8---CONSTRUCT 6" ATRIUM'-§> ORA IN PER MED I AN ORA I NAGE DETAIL ON SHEETS HP-8 AND HP-9 TYPICAL. \ @--CO~UCT 6" ABS RIGID DRAIN PIPE PER MEDIAN DRAINAGE DETAIL ON SHEETS HP-8 AND HP-9 TYPICAL. ~ --_ Q__ t;:O~NECT ABS ORA IN PI PE TO ORA I NAGE STRUCTURE PER ~:i ----~-----': "\ ' -'D2§i!a!~-DRl>IN-JQ_llllc~NbEl □ET A IL ON SHEE HV'E'_I~ 1 _,)------G __ ,,..------------------>:: ~ ----x x--.x--,- 0 (V) ----v· --\ --~..., 0 (") 0 (V) --.-u -----... ---{::--_,_ • ( + "b ---=====r--- Mt,C/,RTHUR BLVD t->=i=~=-"-':::;;7~---= ..) --.. / / . ·-(~ N- - >< \ ,. c(} --__,,, . . . . .. TYPICAL T\.iO PLACES \ N 2112000 DRAINAGE STRUCTURE SEE DRAINAGE PLANS NOTE: HP 204 NE\./ PLANTER <TYP) 1. ALL CONCRETE SHALL BE COLORED CONCRETE PER SPECIFICATIONS. ALL COLORED STAMPED/COLORED CONCRETE SHALL MATCH EXISTING COLOR AND STAMP PATTERN OF EXI~TING MEDIAN PAVEMENT LOCATED WEST OF THE PROJECT IN MACARTH~R:BOULEVARD. 2. (HP) MEDIAN HIGH POINT AND,,,JLP) ~t=:DIAN LOW POINT. E 60i'IOOO N 2112200 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I , I I 2 I I 3 I I ..-0 < z I-I-(J) w w w I z (J) ,_, ...J w IW u (J) I-< :I: DIST COUNTY Ora ROUTE TOTAL PROJECT I .0,2.0 LAN SCAPE ARCHITECT APRIL 14, 1997 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 REC©R[J) [J)R~W8NG 6'·3o·?? MEDIAN HARDSCAPE AND DRAINAGE PLAN SCALE 1 ";::40' HP-2 CITY OF NEWPORT BEACH -N 0 n. ::c - N 0 n. ::c (0 00 00 0) N z :::, :ii: N (!) w fJ> (!) LL . :,, n. . Cl Cl ::) .. ..,, Cl I I . I I I ! I ' 1ft ;{ ~ z :,: 6 ~ n O 0 n 'lJ ~ 0 ~ I I; 7 )( D LLJ >-1/) (I] > D LLJ LLJ 0:: 1/) LLJ > t-w <t 0:: D )( w r-r-t-m 0) <t ' ' ...,. ...,. <t ID Cl.. -:> -:> ::it ' D>->-W(I] (I] t-0 <!LLJ D -'z LLJ => <.:) :s:::: u_ u _11/) w <!W :c 0 0 '-- uo u )( )( )( \ N 2172LOO 0 (") • co (\J + LJ) (0 - < f-- (/) - .,,. ~ < "'-f-- (/J R/\./ R/\J -c \ X ' 0 (") • co \ ,, / \f•" .. ::•· NEW PLANTER <TYP) \ N 2li1260C 0 0 Cl) N ;':- 0 (") b 1 - CONSTRUCTION NOTES & CONSTRUCT 4" TH I CK x 24" \,JI DE ST AMPED COLORED CONCRETE MA I NT- ENANCE \JALK PER DETAIL ON SHEETS HP-8 AND HP-9 TYPICAL. @-coNSTRUCT 4" THICK x 30" \JIDE COLORED CONCRETE MAINT- ENANCE \JALK PER DETAIL ON SHEETS HP-8 AND HP-9 TYPICAL. <-> CONSTRUCT 8" TH {)eK COLORED CONCRETE MA I NTENANCE VEHICLE PARK I NG PER DET/A 1( dN SHEETS"'H,P''-8\ AND ~P-9 TYPICAL. Q___ I r-l / O \ \ ~ CONSTR~ 6" A'TRTl::lM" -DRAil-t, PSR, MEflIAN DRAINAGE DETAIL ON SHEETS LIID_8 A""'m HP-9 t-Typ I CAL '{'c, 0 I ~ n..F ''"wt ·cti-1 • '0' 1 \v /!5 ': \ ~ -'/, / ,l·,.,,_ ffiNSTRIJCT 6" AB,:§, RI,GIO~DRAIN BI'PE PER' MEDIAN DRAINAGE DETAIL (0 0 '.I,_ ...,..._ L QN SHE~1:J H~-8' ~~~. HP,-:_9->' ~~.,,I CA:~ 1 -1 'f-8-CONNECT ABS bRA ~ P-I 1PE TO .,,ORA-J.,INA_Gt \!RUJJURE PER MED I AN ORA IN TO: DfsAJ NAGE"bj.t;J_L-1E:T--SET A I L:~J;l'N SHEET HP-9 TYPICAL. 0 C') • ro N 0 r,- V -,<?-., i r IS ( I R/\,J 0 C') • ro N + ,-> \ 201 --..IJ ::c. w -0 + \ 0 r-,. 0 .. 0 0 DRAINAµE STRUCTURE SEE DRtINAGE PLANS \ N 2112800 0 0 (\; NOTE: 1. ALL CONCRETE SHALL BE COLOBED CONCRETE PER SPECIFICATIONS. ALL COLORED STAMPED/COLORED'CONCRETE SHALL MATCH EXISTING COLOR AND STAMP PATTERN OF EXISTING MEDIAN PAVEMENT LOCATED \.JEST OF THE PROJECT IN MACARTHUR BOULEVARD. 2. CHP) MEDIAN HIGH POINT AND CLP> MEDIAN LO\J POINT. FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I 3 I DIST COUNTY ROUTE Ora LAN SCAPE ARCHITECT APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 1.0.2.0 . ANDRE ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 RECORD DRil\WING ~-3o·11 MEDIAN HARDSCAPE AND DRAINAGE PLAN SCALE 1 "=40' HP-3 CITY OF NEWPORT BEACH w - -M 0 o._ :r: - M 0 o._ I lO ~ co co en :,; N 6 z :::, ol 0 ::;: Q 0 N ~ ~ (!) ; ! LLJ Ul z a C ' (!) IL • =-o._ . 0 0 :::, .. ~ 0 X >-Ill a LLJ 1/l > w 0:: X w r-t-m <( ' ,q- <( a.. J ' □>- Will 1-0 <tw ...Jz :::i (.!) U-...Jl/l <(W ua X X X a w 1/l > w 0:: w I- <( a r-m ' ,q- co J ::!!' >-Ill a w :.::: u w I u I 0 (') • co C\J + '.t N--- ,_ \ --,J N • J;J N 0 w - 0 (".) ------~---~RTf{UR 1 t:::::...:_ ---------~ , ===-:t) i N t·\ ------- CONSTRUCTION NOTES 0-PROTECT IN PLACE ~~d>~:i~~~ t , W ~CONSTRUCT 4" THICK x 24" WIDE STAMPED COLORED CONCRETE MAINT- 0 -0 -,:-, )( '!' -,J N -..., )(;' w " < I- (/) ENANCE WALK PER DETAIL ON SHEETS HP-8 ANO HP-9 TYPICAL. §-coNSTRUCT 4" THICK x 30" WIDE COLORED CONCRETE MAINT- ENANCE WALK PER DETAIL ON SHEETS HP-8 AND HP-9 TYPICAL. §--coNSTRUCT 8" THICK COLORED CONCRETE MAINTENANCE VEHICLE PARKING PER DETAIL ON SHEETS HP-8 ANO HP-9 TYPICAL. &CONSTRUCT Bx ATRIUM DRAIN PER MEDIAN DRAINAGE DETAIL JN SHEETS HP-8 AND HP~ TYPICAL. ~ _ Q____CONSTRUCT 6'tABS RIGID ORAIN-{-tPE PER MEO,~RA1'NAGE DETAIL x~ ey-ON SHEETS HP-8 AND HP-9 TYPICAL.{'---v--/ E:, -t§) GGNNE~-~-~~~R-A-Ji1AGE STRUCTURE_»~- • 0 MEDIAN DRAIN TO DRAINAGE INLET DETAIL ON SH!rt:T HP-~--T-YP1CAL. / ...---, --,. ...,.../ --/ \ \,'c."' _,.,.,,., ... ? .. _,,,/ --. ~ j -o·,R' • \-\ ~--JG· / ~\G'· / f '., I ;\I:- / 0 0 0 / _,J -/ f ,...__ g, --·-.-! / ~ 0 ,--I"-. ) "-': ,,--- ~--/ C'l {or -'--N • ='"'=':-=-~__..,,,,,rc:-~ff -------o,-,, I • ' \ + .. ,.... ----,.,.~ ---., i C0 \ V N _..(Y)-. .---... ---......._ N~'' ~o '¾ -------- • ro --...______ _, i+r·, l '-\ ct) :-"' ~ ~ " -~-~) ,_, --'tJj + (J) \ --< 'Z 0) rt--\ \-~ rt--~ < ~ ~ < ><"-'tn --~~ ~ fJ) j'.:: t; -'--R/\J --"~ -, :C. {'T1 x'!' - -i---~ ___--/_ ,n ~ x~-xr.. BOU~~':~R~p ----~ ~ -z_ 204 ►- A• __.. ___.... 1Jl t.fl u1 --U1 ~-,,_ NO ,... 10' R/\J ~ L==""""'p\ 0 - .. 0 0 RCP c.0 ......,..,r· -, ~7\J.~ ---·---=:c_; X '. , ~ a l tJ \ ' \ \_ 1 i I ~ \ \ "' 0 ' ' I \ ( \ -z X \ DRAINAGE STRUCTURE SEE DRAINAGE PLANS I TYPICAL TWO PLACES FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I N w . --7 N i i \ ' ' t-\-J, l N N )(:- N c;_j I I 2 I C.J 0 N , N '-" NV 0 ,-, , <J"< . 3 I (11 )< N 0 -.J N • 0 0 x:-w " ti) N 0 1fi \ 1 \ \ \; : N I -~ ~ 0:, ,.;.,i X N DIST COUNTY ROUTE Ora LAN SCAPE ARCHITECT APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0,2.0 "' • ANDRE ~ No. 3152 •P-9_--'--'30'--- ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE CA. 92718 X -MEDIAN HARDSCAPE AND DRAINAGE PLAN SCALE 1 "=40' HP-4 CITY OF NEWPORT BEACH c3 a. :r: (0 co w 0) ~ ~ N (!) I.LI fl) (!) 11. . ;;. (L • 0 § I I I --- X >-Ill 0 LLJ Vl > w 0:: X LLJ r-- I-en <( ' '<I" <( [l_ -, ' O>-Will 1-0 <(LLJ _jz :Jo u_ _JV) <(LLJ uo X X X 0 LLJ Vl > LLJ 0:: LLJ I- <( 0 r--en ' '<I" ID -, :::i: >-Ill 0 LLJ :,.: u w :c u • Q'.) C\J + C\J f\) -)(_W "J Q'.l - rn CJ) 0 -.l §_/ S37ld lHIO \ ·9t8 1H8 l 31-i ,6 R/\.1 x.- (J) 0) (Y) ) . ----- , /- 007'7t.l2 N •D 'J I ' / \ cJ 0 (Y) • (X) N ,iS ' ~ _,) - rv :x& .. " I\) ~ ';,I. I- (f) I Q097t.t2'. N CONSTRUCTION NOTES &CONSTRUCT 4" THICK x 24" \./IDE STAMPED COLORED CONCRETE MAINT- ENANCE \.IALK PER DETAIL ON SHEETS HP-8 ANO HP-9 TYPICAL. §----coNSTRUCT 4" THICK X 30" \./IDE G9LORED ::fONCRETE MAINT- . ENANCE \.IALK PER DETAIL ON SHEETS HP-8~AND HP-9 TYPICAL. ''--. -~ /c I ·-~ ,... \ 1i " rv ~ ~7 203 1CON""STRtJc:;T 8"-T..1::1.JC·+<'~QObOREQ CONCRETE I M.-z' I NTENANtE 'VJ:.HPC[E" / /; .';! ':'! ·,PARKI~G PER--OE1AIL:Or(t_,SHEET~P~8 1f!¾i;JtfP'-;9 "P'l'PICAL.J \ (!-~~; Q-~ts;~tT ~'!tj{ifR~1U' DRAIN ~~~-IJQ~~I~ ON SHEETS i ) a, --._...V::::;:::;,-________ -HP-8 AND HP0~ 9 T YP I CAL . "-"-' ~ ) @-CO • UCT 6~' ABS RIGID ~-I--N-1-IPE PER MEDIAN DRAINAGE DETAIL ON SHE~R-8 AND H1/9 TYPICAL. ~ 206 CONNECT ABS ~~(PE TO OR -I-NAG TRUCTURE PE ~rv x -r\l rv 0 0 x.-X.? 0 " !::! i\J 0 (Y) (Y) • • (X) (X) N N + + (j) rt- (X) co -- ___ ,_ 0 (") • (X) N + (X) (X) - BOULEVARD 0 (") ~ ) ::: \ --- xw .. 0 (") (JJ " )( • 0 0 + .,.... 0) .,.... -< - I OOOSt.\2 N NOTE: I 1. ALL CON~Rt::t~ ~HALL BE COLORED CONCRETE PER SPECIFICATIONS. ALL COLORED STAMPED/COLORED CONCRETE SHALL MATCH EXISTING COLOR AND STAMP PATTERN OF EXISTING MEDIAN PAVEMENT LOCATED \.JEST OF THE PROJECT IN MACARTHUR BOULEVARD. 2. (HP) MEDIAN HIGH POINT AND CLP> MEDIAN LO\./ POINT. FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I 3 I -' I-. (J) "-' LJJ z ..... DIST COUNTY ROUTE (D I 0.. I 0 z I- LJJ LJJ I (J) Oro LAN SCAPE ARCHITECT APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 1.0.2.0 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA, 92718 RECO~D DRAWRI\JJG C,·30•99 MEDIAN HARDSCAPE AND DRAINAGE PLAN SCALE 1"=40' HP-5 CITY OF NEWPORT BEACH -U) 0 n. :r: - U) 0 n. :r: (0 co co en N z ::::, ::E N (!) w (/) (!) LL . ::z n. • □ □ ::::, .. -..f □ ~ I - > D • , D ~ ~ ~ : ~ ; i 0 !~- I I I I I I I ' a ' • a a . --N ~ J: D r 0 ;ii 0 ~ 0 $ ~ ~ ! ~ Q -- • X >-co Cl w l/) > w a:: X wr- I-O'> <t ' '<I" < a.. , ' Cl>-wco I-Cl <tw ..Jz =>0 U-..JV) <tW UCl X X X Cl w l/) > w a:: w I-<t Cl ,- O'> ' '<I" ID , ::!: >-co Cl w :,,,:: u w I u OOOS!.:lZ N I -007lt.09 3 oozsc~z N I I I 00751:.\Z N -"' ' r ,. -" u-, rv NE\./ CONSTRUCTION NOTES -· "' --..-'\ .... , Y ✓ ,, '. "' (0 w x.ro "' " 0 PLANTER CTYP) R/\./ + I OC9Sl:_lZ N NOTE: 1. ALL CONCRETE SHALL BE COLORED CONCRETE PER SPECIFICATIONS. ALL COLORED STAMPED/COLORED CONCRETE SHALL MATCH EXISTING COLOR AND STAMP PATTERN OF EXISTING MEDIAN PAVEMENT LOCATED \./EST OF THE PROJECT IN MACARTHUR BOULEVARD. 2. CHP) MEDIAN HIGH POINT ANO (LP) MEDIAN LO\./ POINT. FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I 3 I j I DIST COUNTY ROUTE Ora APRIL 14. 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 I .0,2.0 . ANDRE ,,_3;;_1..;c5.;;;;2_ P 9-30-9 ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 RECORD DRAWIB\IG ~-3o·99 MEDIAN HAROSCAPE ANO DRAINAGE PLAN SCALE l"=lO' HP-6 CITY OF NEWPORT BEACH w ~ :,: g ill n O 0 I ~ ~ ~ i z ~ . 0 ~ ~ ~ z i" s g z I> ~ ~ --~ -(D 0 IL :r: - (D 0 IL :r: (D ~ 00 00 (1) :,: N g z ::, ~ ' I n N 'il (!) ' ,, ~ 0 w ! ~ (/) ~ : z (!) : C: ? LJ_ . ox IL • □ □ ::, .. sq □ X D w >-1/) ro > D w w 0:: 1/) w > I-w < 0:: D X w I'-I'-t-en en <( ' ' 'SI" 'SI" <( ID n.. ..., ..., :::E ' D>->-wro ro 1-0 <w D _.z w ::i (!) :,,: u_ u ...JI/) w <l:W :::c uo u X X X 202 --e- \ ! ,_ I co . C(l . <I) I°' I \ \ 1 -<.!] "' l\l I " I DIST COUNTY ROUTE Ora LAN SCAPE ARCHITECT APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 1.0.2.0 JOH 6 . ANDRE ~ No, 3152 ,p_9_-_30_-_ ~:::_--+<-_2QJBL-----l/---<2:.C6lli ______ ::::::!7'_2J?611!8L----I ______________ .'.'.'.,;f;',1/"=-+----------------- ~ • -I~ / _2" c j. --~' 1/J/ j/, ~/ / -~, " ~--..:===-=-:.=_-::-3"?_r __ ~ _____ _ ,, l\J 0 X /2 --· -·--l~--_ ··-····~---_ ::h-"·"""-· _,w, '"·"'·""""'""" = = -~"==• i<_ OJ I 0 < • Ca ()) X I--- "' ,, . {.J'J w ~ -ffJ . -0:, ~· , ' --;_.) /:'.... '-.U-; x -(/) co . _,., VJ -R/\J, I /R -f.-._ r,; , \_ ' /; NE\J PLANTER (TYP) / i:J , ' \; '"<;'_ , \ !::; (/1 -.I,& 1S+ J I I I ' ----------' x:---cX~ -~~ GiP i\l 0 0 • ,0. \ CJ i ~\ I +J' II I I/ v~,---.' :___, ': \+ ' .\ \ \ :r ._, 11 i ' ! \ , f' \" 'v' I ' I I I l / '1/ r'"" ,~ • \ '\ \ \ _______ .,,,.,,_,_"'_'~· -~---.-.----~-~ ' ) I / I I I I "' I 1-. :1 : ·-7 ' ;✓[---•== I II I ~ / • ,= i ~ \ ' I I f ' I 11 < I ✓/// I /0/ I I I ff i~ t . / / JI -,___,.- : 11 /Im J / 1' I I I(// I l I / /, / I Ill! I \ ~ I I ,( I FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I \ NOTE: \ ,__ __ x ' - \ lo fE 1. ALL tHNCRETE~SHALL BE COLORED CONCRETE PER SPECIFICATIONS. I !;;/ " ALL G;pLORED STAMPED/COLORED CONCRETE SHALL MATCH EXISTING COLOi AND STAMP PATTERN OF EXISTING MEDIAN PAVEMENT LOCATED \JEST10F THE PROJECT IN MACARTHUR BOULEVARD. 2. <~P..0MEDIAN HIGH POINT AND <LPl MEDIAN LO\J POINT. G. ! . [/+') i ~-"- 2 I 3 I i l ff MEDIAN HARDSCAPE AND DRAINAGE PLAN SCALE 1"=40' HP-1 CITY OF NEWPORT BEACH I I -,,_ 0 0.. I ~ ,,_ 0 0.. I ID co co ~ "' N z I :::, 0 ::E: r; N ' ~ n (!) I ! i w (/) i • ! ~ (!) l z 0 LL ' r ? • :,, 0.. • Cl Cl :::, .. .., Cl X Cl w >-V) OJ > Cl w w c:: V) w > I-w <( c:: Cl X WI'-..... I-°' °' <( ' ' ,.... '<l" '<l" <t al c.. -, -, ~ ' Cl>->-Wal OJ I-Cl <l:w Cl -'z w ::::J 0 ~ u._ u _IV) w <(W ::c UCl u X X X SLOPE PIPE, TO DRAINAGE INLET, CLEAN OUT OR PIPE, SEE DRAINAGE PLANS CONSTRUCTION NOTES &CONSTRUCT 4" THICK x 24" UIDE STAMPED COLORED CONCRETE MAINT- ENANCE UALK PER DETAIL ON SHEETS HP-8 AND HP-9 TYPICAL. @--coNSTRUCT 4" THICK x 30" UIDE COLORED CONCRETE MAINT- ENANCE UALK PER DETAIL ON SHEETS HP-8 AND HP-9 TYPICAL. §--coNSTRUCT 8" THICK COLORED CONCRETE MAINTENANCE VEHICLE PARKING PER DETAIL ON SHEETS HP-8 AND HP-9 TYPICAL. 8-coNSTRUCT 6" ATRIUM DRAIN PER MEDIAN DRAINAGE DETAIL ON SHEETS HP-8 AND HP-9 TYPICAL. 8-coNSTRUCT 6" ABS RIGID DRAIN PIPE PER MEDIAN DRAINAGE DETAIL ON SHEETS HP-8 AND HP-9 TYPICAL. DIST COUNTY ROUTE Ora t-'U~ I Milt.~ TOTAL PROJECT 1.0,2.0 :,Ht.t. I I u I AL NO ISHFFTS I I 5 133 REGISTE"I J LAN SCAPE ARCHITECT \..~t10SCApe tJ JOHN .,1\ f P. ANDREW% APR IL 14, 1997 ~ N-o.-3-1-52 __ ,E PLANS APPROVAL DA TE I • I 1-:-:~~~===--=-~~---1,\i' Exp 9-30-97 Jt-1-CITY OF NEWPORT BEACH J',' :-,-3300 NEWPORT BOULEVARD ~~-------:. ~ NEWPORT BEACH, CA 92658 OF c~1.,~0 "' ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 -------_________________________________________ R_/~~---------·----------- . MACARTHUR 1 00 ' <TYPICAL l 201 204 . ------------ BOULEVARD 100' (TYPICAL) -CENTER LINE Q OF MEDIAN V • 6" CURB SEE LAYOUT PLANS 205 201 -------- 204 - ----------- --------R/U ,__ _ ________________ _ \L____________ , -------------------------·- TYPICAL MEDIAN HARDSCAPE PLAN NO SCALE FOR REDUCED PLANS o I 2 3 ORIGINAL SCALE IS IN INCHES I f I I I I I RECORD DRAWING 6·:J0-99 MEDIAN HARDSCAPE AND DRAINAGE DETAILS HP-8 CITY OF NEWPORT BEACH ••~ R i=-r,on r I 1n1-.. NI J. -..J -, n. a, 0 n. :,: a, 0 D. :,: tD a, a, O> N z :, "' '.; ... . ::,, D. . 0 0 :, ~ .., 0 I I a I i @ ~ ~ a " • E ~ ~ 6 n i ~ i5 " - ~ ,... X CJ w >-l/') OJ > CJ w w 0:: l/') w > f- w <C 0:: CJ X wr-r--f-O'I a, <C ' ' ,q-,q- !l'.l <( J a. ~ J ' CJ>->-WOJ OJ f-CJ <Cw CJ ...Jz w :::) <..:) :,,:: U-u ...J l/') w <CW I UCJ u X X X 6" ATRIUM DRAIN\ 24" TYP 18"MIN TYP STAMPED COLORED CONCRETE PAVING SEE SPECS COLD JOINT (TYPl 2" MIN --1 ~ CONC CURB OR CURB -----f ....... -,..1 .-.--=:-~-.-.--, -/~7::-"-~7 ?, 2! I2'.~ I: I ! . ~-: . : I GUTTER SEE LAYOUT I. ,-.:-;~-.-;;--I' • ' 1 "MIN I. ·•~--.-.,~I----- w • o ,O.,e .. ~ ... ··1 11)." ....... 1.&.o ~" ' __._~~. . . . . t..;_· . ~ 0 :<,_ PVC MOISTURE BARRIER SEE LAYOUT PLANS COMPACTED SUBGRADE (90~ RELATIVE COMPACTION) NOTE: 2-#3 REBAR CONTINUOUS (TYP) MIN 12" DEPTH TOP SOIL SEE SPECS ABS DRAIN PIPE SIZE PER PLAN CONSTRUCT 4"TH x 24"U COLORED CONCRETE MAINTENANCE WALK PER DETAIL ON SHEET HP-8 TYPICAL STAMPED COLORED CONCRETE MAINTENANCE WALK & MEDIAN DRAINAGE DETAIL NO SCALE AND PLANS (TYP) COLORED CONCRETE PAVING WITH MEDIUM BROOM FINISH EXPANSION JOINTS PER DETAIL ON HP-8 CONC CURB OR CURB AND GUTTER SEE LAYOUT PLANS 24" STAMPED COLORED CONCRETE r10"x10" / PAVING SEE SPECS 10' MINIMUM OR FULL MEDIAN WIDTH SEE MEDIAN HAROSCAPE AND DRAINAGE PLANS UUF REINFORCING STEEL NOTE: 1 • 30" CTYP> 2" MIN COLORED CONCRETE PAVING MEDIUM BROOM FINISH SEE SPECS 2-#3 REBAR CONTINUOUS 1" MIN MULCH SEE SPECS <TYP> COMPACTED SUBGRADE (90~ RELATIVE COMPACTION> 12" DEPTH TOP SOIL SEE SPECS <TYPl PROVIDE 1/2" DEEP CONTROL JOINT 5' ON CENTER AND EXPANSION JOINT AT ALL INTERFACES WITH STAMPED CONCRETE PAVING COLORED CONCRETE MAINTENANCE WALK NO SCALE 0 • I:: z N ..... ~ :£ FINISH GRADE MEDIAN DRAIN 291 PLANTER FS PER DRAINAGE PLANS • COMPACTED SUBGRAOE (95~ RELATIVE COMPACTION) COLORED CONCRETE MAINTENANCE VEHICLE PARKING NO SCALE STAMPED COLORED CONCRETE PAVING SEE SPECS SLOPE MINIMUM 2~ TO DRAIN OR AS REQUIRED NOTE: ADO EXPANSION JOINT 15' ON CENTER SEE SPECS EXPANSION JOINT (TYPl SEE SPECS 12" DEPTH TOP SOIL SEE SPECS STAMPED COLORED CONCRETE MEDIAN PAVING DETAIL NO SCALE FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I 3 I • • DRAINAGE INLET OR CLEAN OUT PER DRAINAGE PLAN MEDIAN DRAIN TO DRAINAGE INLET NO SCALE DIST COUNTY ROUTE Ora LAN SCAPE ARCHITECT APRIL 14. 1997 I .0,2.0 ,iDSCA JOHN . ANDRE 3152 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 RECO~D D!FilA\f\fijN G 6·30·'1~ MEDIAN HARDSCAPE AND DRAINAGE DETAILS SCALE AS SHOUN HP-9 CITY OF NEWPORT BEACH W N -OJ 0 c_ :r: - OJ 0 c_ :r: w co co OJ N z :::, :,: (!) IL . ::, c_ . Cl Cl :::, .. " Cl i L D • ' 0 ' g ~ ' D z ,m ~ i.__ ~ :r a r a I ;ll " i 0 i ~ ' ! D ~ ~ ' z ci ' i z i ' Ill • ' " ' 0 ; " ~ i ~ z ' !" i I \A ;!t --(\' ----....." ' I I 0 " -w \1'J I ' ' :1 1, ~ I z ! [ ~ I . s I ~ =I z a " 7 X D LLJ >-1/) CCI > D LLJ LLJ 0:: 1/) w > I-w <( 0:: D X w r--r-- I-Ol Ol <( ' ' """ """ <( lil [l.. J J :::!!: ' D>->-1.1.Ja:J co 1-0 <(LLJ D ....Jz LLJ =>o :,.:: u_ u ....JI/) LLJ <(W :::c uo u X X X PLANTING NOTES 1. A. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. 2. 3. 4. 5. PLANT SYMBOL QUANTITIES TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. B. THE CONTRACTOR SHALL NOTIFY THE CITY OF ALL DISCREPANCIES BET\./EEN QUANTITIES AND SYMBOLS SHO\./N. A. B. C. D. THE LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, \./HERE \./EEDS ARE PRESENT, PER MANUFACTURER'S SPECIFICATIONS, A MINIMUM OF TEN DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION \./ORK. \./EEDS, INCLUDING THEIR ROOTS, SHALL BE ALLO\./ED TO COMPLETELY DIE BACK BEFORE PROCEEDING \./ITH \./ORK ALSO SEE SPECIFICATIONS. ·-2...-~ ~ THE LANDSCi~E CONTRACTOR SHALL SUBMIT~~ AGRICULTURAL SOIL ANALSIS FROM AN APP'3,l}'VED SOIL AND PLANT LABORATORY TO THE CITY'S REPRESENTATIVE BEFORE BEG I N·(NG \./ORK. <>'1iv& l ) PRIOR TO PLANTING, THE IRR(GATION SYSTEM SHALL BE FULLY OPERATIONAL "i\~rf ALL PLANTING ~R~HALL BE THOROUGHLY SOAKED. ALL AREAS TO JE PLA~~ED \./HICH HAVE A SL~~ss THAN 3:1, SHALL BE CROSSRIPPED TO A DEPTH OF SI~-I'NCHES AND SHALL HAVE~FOLLO\./ING AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN. (QUANTITIES ARE PER 1,0QO S.F.l: + ~ 6 cu~-A-ROS NI TRQ.GEN FORT IF I ED ___ 8,ED.\J801'J <StfA VI NGS. 100 POUNDS AGRICULTURAL GYPSUM. '&..,-' 15 POUNDS IRON SULFATE. •, "' 25 POUNDS 16-6-8 SLO\./ RELEASE~¥,ERTILIZER. '-"o THE CONTRACTOR SHOULD NOTE THAT THE ADMENDMENTS MAY CHANGE, B~ ON THE SOILS ANALYSIS. MACARTHUR X .48~------..:us y 6. 8. 9. EACH PLANT SHALL RECIEVE AGRIFORM PLANT TABLETS AS FOLLO\./S: 1 GAL. CONTAINER (1) 21 GRAM 5 GAL. CONTAINER (3) 21 GRAM 15 GAL. CONTAINER <5) 21 GRAM PER 3 INCHES OF BOXED TREE SIZE <1> 21 GRAM PLANT BACKFILL SHALL BE 50% SITE SOIL AND 50% NITROGEN FORTIFIED RED\./OOD SHAVINGS BY VOLUME. PLANT )(is SHALL BE OF THE SIZE AND DIMENSION SHO\./N IN THE APPROPRIATE DETAIL. X FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES ( I I 2 I BOULEVARD X 3 I i~ECORD DRAWING ~-!Jo-9? DIST COUNTY ROUTE Ora LAN SCAPE ARCHITECT APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 1.0.2.0 3152 . ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 NOTES: 1. SEE SHEET HP-13 FOR TREE/SHRUB PLANTING DETAILS. 2. ON CENTER (OCl IS DEFINED AS MAXIMUM SPACING ALLOUED BETUEEN 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 SHOUN ON THE PLAN. 4. ONE GALLON Cl GALl PLANTS SHALL BE SPACED A MAXIMUM OF 12" FROM THE EDGE OF ALL PAVED SURFACES. FIVE GALLON <5 GALl PLANTS SHALL BE SPACED A MAXIMUM OF 36" FROM THE EDGE OF ALL PAVED SURFACES. HIGHWAY PLANTING PLAN SCALE 1"=40' HP-10 CITY OF NEWPORT BEACH N ; i : ' 0 • ~ ~ ; D 2 "' ~ 0 !.____ -- - -0 -I 0.. :r - 0 -I 0.. :r to ['.O ['.O I ~ en N z :,; ::) 0 :,;: 6 N ;ii 0 (!) I i LU {f) ~ ~ (!) 2 i5 u.. ~ z . ;;,, 0.. • C C ::) •• ..., C X >- ID D w l/) > w 0:: X wr-I-O'l <! ' s:r <( a... J ' Cl>-WID I-Cl <i:w _Jz :::J Cl u_ _JV) <J:W uo X X X D w l/) > w 0:: w I- <! D r-en ' s:r CD J :::!!: >-ID D w :.::: u w :c u NON-I RR I f,A TE'.&}JYDROSEED MIX SEE HY0ROSEED SPECIFICATIONS l I ~ ~ ,'"'-,, LANt:NA MONTE~EN~IS /is"✓,,• PURP .£ TRAIL I NG LANT ANA X GAL ~- ' \ f, 21 './1600 ' X \ \ / N 211 I 800 E 60 70800 ><< ' R/\J >< \ j,j 'fl ii 36"0C 5 GAL 36"0C 5 GAL 18"0C 1 GAL >< ' NON-IRRIGATED HYDROSEED MIX SEE HYDROSEED SPECIFICATIONS 36"0C STRELITZIA REGINAE 5 GAL BIRD OF PARADISE 48 RAPHIOLEPIS INDICA 'MAJESTIC BEAUTY' 15 GAL INDIA HA\JTHORN LIRIOPE MUSCARI 'MAJESTIC' BIG BLUE LILY TURF ESCALLONIA COMPAKTA D\JARF ESCALLONIA XYLOSMA CONGESTUM COMPACTA SHINY XYLOSMA DIST COUNTY Ora ROUTE TOTAL 1.0,2.0 I 18 LAN SCAPE ARCHITECT JOHN . ANDRE APRIL 14, 1997 '3152 PLANS APPROVAL DATE . CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 p_9_-_3_0_-_ ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY 0 <Z 1- .. ;, (I) 1- LJJ L1J L1J ZI -(I) _J L1J IW u (I) I-< L IRVINE, CA. 92718 NOTES: 1. SEE SHEET HP-13 FOR TREE/SHRUB PLANTING DETAILS. 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 GALl 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. FIVE GALLON <5 GAL> PLANTS SHALL BE SPACED A MAXIMUM OF 36" FROM THE EDGE OF ALL PAVED SURFACES. X: RECORD DRAWING ~-5o·?9 HIGHWAY PLANTING PLAN \ N 21,2000 FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I 3 I SCALE 1"=40' / \ E 6011 000 N 2172200 HP-11 CITY OF NEWPORT BEACH --0. :i: - -0. :i: t0 co co fJl N z ::, L N (!) w u, (!) LL . ::> 0. • □ □ ::, .. 'st □ I I ~ :,: 5 ~ n ~ !il ~ 1l t! X Cl w >-\I) CD > Cl w w a:: \I) w > I-w <( a:: Cl X wr-r-t-en en <( ' ' '<I" '<I" <( al 0.. ..., ..., :ii: ' Cl>->-woo CD I-Cl <Cw Cl ...Jz w :Jc;) :SC: U-u _JV) w <CW :c UCl u X X X ---I a. :r: 0 Z< I- I--CJ) w ww :r: .z CJ) - LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA \ N 2f+2LOO 16 1 GAL >< \ / E 5071200 >< \ 0 0 0::, 0 /8 to uJ x \ / / I NON-IRRIGATED HYDROSEED MIX SEE HYDROSEED SPECIFICATIONS i, 1 t 18 "OC 1 GAL \ eJ 2, ,2aoo ~ -0" I \ NON-IRRIGATED HYDROSEED MIX SEE HYDROSEED SPECIFICATIONS .j, 36"0C STRELITZIA REGINAE ~GAL BIRD OF PARADISE / ' \ ;; 42 RAPHIOLEPIS INDICA 'MAJESTIC BEAUTY' ~15 GAL INDIA HAYTHORN /!; w j~ LIRIOPE MUSCARI 'MAJESTIC' BIG BLUE LILY TURF FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I 2 I 3 I DIST COUNTY ROUTE Ora APR I L 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 1.0.2.0 119 133 . ANDRE ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 NOTES: 1. SEE SHEET HP-13 FOR TREE/SHRUB PLANTING DETAILS. 2. ON CENTER <OCl IS DEFINED AS MAXIMUM SPACING ALLOYED 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 GALJ 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 SHOUN ON THE PLAN. 4. ONE GALLON (1 GAL> PLANTS SHALL BE SPACED A MAXIMUM OF 12" FROM THE EDGE OF ALL PAVED SURFACES. FIVE GALLON (5 GAL) PLANTS SHALL BE SPACED A MAXIMUM OF 36" FROM THE EDGE OF ALL PAVED SURFACES. HIGHWAY PLANTING PLAN SCALE 1"=40' HP-12 CITY OF NEWPORT BEACH -N -0.. I - N -0.. I (.D co co en N z ::) ::E N (!) LU (JI (!) u. . ~ 0.. • □ □ ::) .. .., □ I I ~ z I 0 6 I ~ n 0 ; D " a ~ ro 0 l D I ' ~ ; i, . -z X >-co Cl w VJ > w 0:: X Wt- I-O'I <{ ' ,q- <t 0.. J ' Cl>-wca 1-0 <Cw ....Jz ::,<..:) U-....1(/) <CW uo X X X Cl w VJ > w 0:: w I- <{ Cl t- O'I ' ,q- '° J :::a; >-co Cl w ~ u w :r: u LIRIOPE MUSCARI 'MAJESTIC' 18 "OC BIG BLUE LILY TURF 1 GAL ' \ FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I 49 RAP~IQLEPIS INDICA 'MAJESTIC BEAUTY' 15 GAL IND~A HAWTHORN I I 2 I 3 I RECORD DRAWING DIST COUNTY ROUTE Ora LAN SCAPE ARCHITECT APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92658 1.0,2.0 . ANDRE ROBERT BEIN, WILLIAM FROST AND ASSOCIATES 14725 ALTON PARKWAY IRVINE, CA. 92718 NOTES: SEE SHEET HP-13 FOR TREE/SHRUB PLANTING DETAILS. 2. ON CENTER COC> IS DEFINED AS MAXIMUM SPACING ALLOWED BETWEEN I ND IV IDlfAL 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. ONE GALLON (1 GAL) PLANTS SHALL BE SPACED A MAXIMUM OF 12" FROM THE EDGE OF ALL PAVED SURFACES. FIVE GALLON (5 GAL> PLANTS SHALL lBE SPACED A MAXIMUM OF 36" FROM THE EDGE OF ALL PAVED SURFACES. HIGH\JAY PLANTING PLAN SCALE 1"=40' HP-13 CITY OF NEWPORT BEACH w -M -0.. :,: - M -0.. :,: (0 00 00 0) N z ::, ~ N (!) I.LI Ill (!) LL . =-0.. . D D ::, .. " D ! ~ -' ~ . ' 0 : ~ l) i ¥i 2 f I I > ' ; > ' ! ' ' !" s 0 I.__ __ ·"- .... tN \N ~ :c 0 6 ~ n i i ; ~ z o r __ -., X 0 w >-(/) Ill > 0 w w a:: (/) w > f-w <( a:: 0 X wr-r- f-0) 0) <( ' ' 'SI" 'SI" <{ CD a... --, --, ::I!: ' □>->-Will Ill f-0 <rw 0 -'z w :::i (.!) :.::: U-u _J(/) w <(W :c uo u X X X I-rn (J) 0 -,J ~ I G--- 0017cl2 N -J.___ I 5 GAL ESCALLONIA COMPAKTA D\./ARF ESCALLONIA 0 <D 1 pA~ 131,G BLUE LI l TUR~~- \~/ 4S RAPH • OLEP IS I ND I CA !,MAJEST ~--AU.I,¥ I 0097l1Z N 15 GAL INDI/A~HA\./THORN x.::: X:,0 ,._ rv FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I I I I\J I\J I 0087t1Z N 2 I 3 I . .. " .. ' -.• .. -·-· • .. ,,,}., .~7.~11,:i, ·'./.~:,, .\AiSt .... , '."..,::,,. ~~f,;69 .. ~.f ...... I a.. :t 0 <~Z t- (1) t- LLJ LLJ LLJ ~-z (l):t -..... •<J ..,_ • v) ...J :t u t-< ::r:: LLJ LLJ (J') I ooost,z Nr;:::============i1 RECORD DRAWING ~-8o· 9~ DIST COUNTY .. ROUTE_ •• Ora 1.0.2.0 121 ARCHITECT APRIL 14, 1997 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 NOTES: 1. SEE SHEET HP-13 FOR TREE/SHRUB PLANTING DETAILS. 2. ON CENTER <OC> IS DEFINED AS MAXIMUM SPACING ALLO\./ED BET\./EEN INDIVIDUAL PLANTS OF THE SAME VARIETY. 3. 4. 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\./N ON THE PLAN. ONE GALLON (1 GALl PLANTS SHALL BE SPACED A MAXIMUM OF 12" FROM THE EDGE OF ALL PAVED SURFACES. FIVE GALLON (5 GAL> PLANTS SHALL BE SPACED A MAXIMUM OF 36" FROM THE EDGE OF ALL PAVED SURFACES. HIGHWAY PLANTING PLAN SCALE 1 "=40' HP-14 CITY OF NEWPORT BEACH -~ -11. :r ~ 11. :r (D co co °' N z ::, ::c N (!) Lil (J) (!) LL . ;::, 11. . Cl Cl ::, .. ~ Cl I I I ~ ~ • 0 ~ ~ ~ D z '" " ,,. C ~ 0 li! ;; -N - - ~ ~ ~ " ~ 0 ~ ~ t! X Cl w >-{/) cc > Cl w w 0::: {/) w > I-w <( Ct'. Cl X w r-r-I-O'l O'l <( ' ·, "<I' "<I' <( al ll.. , , ::ii ' Cl>->-wee cc I-Cl <(w Cl _Jz w :Jc., :,,,<'. u_ u _J{/) w <CW :::c '-3' UCI u -I Q.. I X X X 00;-;sc. l z N ' QOOSt-. LZ N I I 007Sl:12 N ---00711:09 3 NON-IRRIGATED HYDROSEED MIX SEE HYDROSEED SPECIFICATIONS + I 00SSt.lZ N FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I -,():) x-w '. 01 -<-1 r- •-IJ ' ., ,. I I -xi?J '. "' a;, 2 I rn /m --!--8. lg 3 I 0 0 I\) 0 0 co------- X·"' CJ to + RECORD DRAWBm'JG ~-30·'1? DIST COUNTY ROUTE 0 <Z I- CJ) I- LJJ LJJ LJJ z I ,_., CJ) ...J LJJ I LJJ u Cl) I-< ::E Ora 1.0.2.0 LAN SCAPE ARCHITECT li\OSCAp JOHN . ANDRE APR I L 14, 1997 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 1 . 2. NOTES: SEE SHEET HP-13 FOR TREE/SHRUB PLANTING DETAILS. ON CENTER <OCl 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 GALI PLANTS SHALL BE SPACED 133 A MAXIMUM OF 48" FROM TRUNK OR STEM OF 15 GALLON <15 GAL) PLANTS. ALL OTHER PLANTS SHALL BE PLACED AS SHOUN ON THE PLAN. 4. ONE GALLON (1 GALI PLANTS SHALL BE SPACED A MAXIMUM OF 12" FROM THE EDGE OF ALL PAVED SURFACES. FIVE GALLON <5 GALI PLANTS SHALL BE SPACED A MAXIMUM OF 36" FROM THE EDGE OF ALL PAVED SURFACES. HIGHWAY PLANTING PLAN SCALE 1 "=40' HP-15 CITY OF NEWPORT BEACH lJ') -0. :c - lJ') -0. :c CD ~ 00 00 en :t N ? z 0 ::, ~ n ~ ~ 0 N n (!) C .. ro 0 UJ D i • (J) ' z (!) C " IJ. • ~ 0.. • □ □ ::, .. '-t □ X D w >-V1 co > D w w 0:: V1 w > I-w <( 0:: D X WI'-I'- I-C1'I C1'I <( ' ' ... ... <C O'.I 0.. --, --, '.:!: ' □>->-wco co 1-0 <Cw D -lz w ::J t:) :.::: u_ u _JV, w <(W I uo u X X X L!) .,.... 0 ------ 0 D I r--- l_,O '" fi -ff} . X - = -MM:ARTHUR $,. : /// _,,---/ .,. 2 (/' ! ----L I - ) n--1. l ),_ ' \ .tr \ ' ~\ \ \\ \ \ \ \ \ I \ \ I \">\ ·> I \ \ I ,_ l <D . (() . • I . . ~-·· .. J ···._- .,. ·. l\ FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I -(D {() • ·()J ;- I I 2 I .3 I X -BOYLE-VAR-0 + RECORD DRAWl~JG + w I "' DIST COUNTY ROUTE TOTAL Ora I .0,2.0 LAN SCAPE ARCHITECT ..!l.J. 0 0 • w Qi NO 123 . ANDRE 3152 ·---- xp 9-30-9 + HIGHWAY PLANTING PLAN SCALE 1 "=40' HP-16 133 CITY OF NEWPORT BEACH -to -a. :r: - to -a. :r: to a, a, ~ °' N z z J: ::) 0 ::s: 6 N ' ~ n (.!) j I w i'l (/) I ! 'll ~ (.!) el IL • z Q ' ~ . ::,, a. • 0 0 ::) .. ... D X 0 w >-V) (I] - > 0 w w 0:: V) -w > I-w <( 0:: 0 X w r-r--- I-Ol Ol <( '-'- O'S!" 'SI" 0 I- ,<'. :c ---:, Cl '->-0 (I] >- w (I] 1-0 <( w 0 _lZ w ::J (.J c,<'. u-u _j Vl w <(W I uo u x- X X IRRIGATION LEGEND I-RR I GAT I ON HEADS SYMBOL 0©-0- IZ( -B- -6-60 ~ V\V ~ -0--U- -EB- VALVES ~ ~ ct ~ li [EyJ PIPE MAN./MODEL NOZZLE DESCRIPTION TORO 570Z-12P-COM 8-Q, T,H-PC HIGH POP-UP SPRAY TORO 570Z-12P-COM 10-Q,H-PC HIGH POP-UP SPRAY TORO 570Z-12P-COM 12-H-PC HIGH POP-UP SPRAY TORO 570Z-12P-COM ADJ-PC HIGH POP-UP SPRAY TORO 570Z-12P-COM 15-H-PC HIGH POP-UP SPRAY TORO 570Z-12P-COM ADJ-PC HIGH POP-UP SPRAY TORO 570Z-12P-COM 35-SSH-PC HIGH POP-UP STREAM SPRAY TORO 570Z-12P-COM 35-SSF-PC HIGH POP-UP STREAM SPRAY G,lswold DW series remote cont,ol valve. Refer to plan for-srze. G,lswold DW series no,mal ly closed master-valve. 2" size. Rain Bird 44NP quick coupler. GPM .22,.29,.44 . 33, . 66 . 96 .8-2.2 I. 5 I . 0-2. 7 I. 4 2.0 Wi I kins 500 se,fes p,essure reducing valve with standa,d (25-75 PSI) spring ,ange. 2' size. Mateo 754 se,les ful I po,t bal I valve. Line size. WI I kins P1500 3/4" pressu,e relief valve. Set valve to vent at 150 PSI. Coordinate venting of water f,om p,essure ,el ief valve, th,ough schedule 40 1-1/2' PVC Into sub su,face d,ainoge system. Refer-to Engineer's drainage pion. PSI RADIUS 30 8' 30 10' 30 I 2' 30 I 2' 30 I 5' 30 I 5' 40 I 7' 40 I 7' Schedule 40 PVC sleeving for piping. Extend sleeving 12' past edge of pavement. Refer to irrigation notes. DETAIL HP-27/K HP-27/K HP-27/K HP-27/K HP-27/K HP-27/K HP-27/K HP-37/K --------------------Schedu I e 40 PVC condu It for contro I I er w Ir Ing. Extend p I pe I 2' past edge of pavement. Refer to 1,, 1 got r on notes. See plans for-sizing. Purple colored reclaimed water PVC schedule 40 lateral I ine, 'Waterworn' manufacturer or equal. See plans for sizing. -------------Purp I e co I ored rec I a I med water PVC ma In I I ne, "Waterwarn" manufacturer or equo I. See p I ans for s r zing. 1-1/4' and smal le, schedule 40 PVC. 1-1/2" and la,ger class 315 PVC. 4.--------%---Cooper type K water main I I ne. I nsta I I under a I I hard scape areas r nc I ud Ing roadways. Al I pipe shal I be lnstal led and Inspected per specifications. ~ Control le, wiring to be black In color. AUTOMATIC CONTROLLER Rainmaster OX-48-PS-03 controller. lnstal I control le, and stainless steel pedestal per-manufacturer's recommendations. Fina I locatlon to be app,oved by the City of Newport Beach. Refer to detal I. Rain Master E.T. Tracker <EV-ETVTJ with on 8 strand ~18 wlre<EV-CAB-WSJ. Attach E.T. Tracker to controller. Refer to manufacturer's specification for instal lotion. BACKFLOW PREVENTER ~ METERS Febco 825 Y reduced pressure backflow p,eventer 11/2"• Provide 'Strong Box' stainless steel backflow p,eventer cover and base, model number SBBC-42SS or equal. IMI 2' water meter. Provided by City of Newport Beach. Contractor to verify locatlon. Ra i nmaster E VFM-P I 50 f I ow sensor. I nsta I I f I ow meter and al I hardware per manufacturer's recorrrnendations. Irrigation contractor shal I verify presence of minimum operating pressure at point of connection. If pressure rs not adequate <or as reported on these plans) the contractor-shal I notify the City p,io, to the commencement of any wo,k. Fol lu,e to do so wl I I result In the contractor being responsible for any changes that may occur as a resu It. FOR REDUCED PLANS 0 I 2 3 ORIGINAL SCALE IS IN INCHES '~-~'-~'-~1 __ l __ 1_I DIST COUNTY ROUTE POST MI LES SHEET TOTAL TOTAL PROJECT NO. SHEETS O,a I. 0/2. 0 124 133 1,hl-lD5CAp0 ARCHITECT ~ 4~ STATION CALL-OUT ~ D -~ /::iJ . H. ey !c> TATSUMI -:::... EB-----<;:; Station Number-APRIL I 4, 1997 o: 2033 __, No, ___ _ I/\ Ga 11 ons Pe, Minute PLANS APPROVAL DATE 1-------------------\\{t Exp.8/31 /98 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA. 92658 ~J: ~~ f' OF CA\.\'sl:i~ \ I Valve Size , HYDRAULIC CALCULATION TATSUMI AND PARTNERS, INC. 20250 ACACIA ST. STE. 230 NEWPORT BEACH, CA 92660 Meter number I . Static pressure va I ve number I , At station 197+00. Elevotlon 178.8' at point of connection= 85 PSI. MIN. 5 GPM. Losses: Meter Backflow Master valve Pressu,e reducing valve Flow meter Main Ii ne 4,540' of 3" Bal I/gate valve Remote control valve Later-a I I I ne Subtotal 10% for fittings Subtotal Head Elevation 197-240 Design pressure Residual pressure . 2 8. 2 I. 0 3.0 . 2 4.54 2. 5 I. 0 I. 3 20. 77 2.08 22.85 30 18.69 70.69 14. 31 (Set@ approxlmately 60 psil Contractor- to fine tune adjustment as required for- maximum performance This l,rigatlon system has been designed for a minimum operating pressu,e of 85 Psi @ The POC and a maximum demand of 34 GPM. Static pressure obtained from Lorne Love at Newport Beach Utl I !ties Department. Phone number (714) 644-301 I RECORD DRAWING ~-5o-99 IRRIGATION LEGEND * - FOR IRRIGATION NOTES REFER TO SHEET HP-18 HP-17 z CJ 0 . r--- 0... I '-> _J 0 '-z CJ 0 '-<.O co co (J) N '-<( 1-- <( 0 0... '-1"0 0... 0::: CJ '-.. CJ 0 "' 0 ,-. I ~o ,-. 0 ':; I a. 0 0 z 0 -r--~ (J) i;:; I "' N ,-. - !:; I ..J r0 CITY OF NEWPORT BEACH DWG. NO. 12-5689-S X >-m O'I <8 O'I '-t.O 0 w VJ > X ( ·i 0--9 v-~ • I ".-S--\~ ~, ,"__) 0 0 w w 0:: (/) w > I-w <( 0:: 0 X w r- I-O'I r- O'I <( '-'-0 ..,. ..,. 0 I-,.: :i: --, Cl '->->-om w m 1-0 <(W 0 _J z w :JO :,:'. u-u _J (/) w _,,_ <(W I uo u X- X .. \ l X y FOR REDUCED PLANS O 2 ORIGINAL SCALE IS IN INCHES lD C·J DIST COUNTY ROUTE POST MI LES SHEET TOTAL TOTAL PROJECT NO. SHEETS Oro 1.0/2.0 REG I STEREO~ DSC ARCHITEC APRIL I 4, I 997 PLANS APPROVAL DATE 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 Irrigation Notes 125 133 D. H. TATSUMI 2033 ,_=--:c..;:__:;___ p.8/31 /9 I. This design is diagrammatic. All piping, valves, etc. shown within paved areas are for design clariflcation only and shall be installed in planting areas wherever possible. The contractor shall locate all valves in shrub areas. 2. All main line piping shall be copper type Kond control wires under paving shall be installed in sch. 40 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 In 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 locatlon shall be provided by others. The landscape contractor shall make the final connection from the electrical meter to the controller. 7. All sprinkle, heads shall be set pe,pendlcula, to finish grade unless otherwise specified. 8. The landscape contractor shall flush and adjust all sprlnkler heads and valves for optimum coverage with minimal over spray onto walks, streets, walls, etc. 9. It is the responsibility of the landscape contractor to familiarize himself with all grade differences, location of walls, retaining walls, structures and utilitles. The irrigation contractor shall repair or reploce 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 willfully install the sprinkler system as shown on the drawings when it is obvious In the field that unknown obstructions, grade differences or differences in the area dimensions exist that might not hove 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 is not performed, the landscape contractor shall assume full responsibility for any revisions necessary. II. All sprlnkler 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 lnstallatlon only, and may not be required on all heads. Prior to installation, the contractor shall verify the on-site grades. If there Is an elevation difference of 24' or more between the highest heod and lowest head on a system, the ADV's shall be installed per the detail. 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. IRRIGATION PLAN SCALE: I' =40' z 0 0 . a) o_ I '-> _J 0 '--z 0 0 '--<..O a) a) (J) N '---<( 1- -<( 0 o_ '-. rv) o_ 0:: 0 '-.. 0 0 wO ~ I ci 0 ~o '3 I "-0 z 0 0 FOR IRRIGATION LEGEND REFER TO SHEET HP-17 HP-I 8 -r--~ (5) G'.j I a: N ,__ - ~ I ..., rv) 3 D:\PROJECTS\MABW2\ 1457_28.DGN CITY OF NEWPORT BEACH DWG. NO. 12-5689-S I I I I l ' I , ' ii! a ~ ~ ~ z C ~ m • § t ~ z a r 0 n 0 'll 0 ~ 0 z • ~ !" I) r " !il ~ ti\ :s: -:-\ -N 0\ -~ X X x- X X co --, ::a >-co 0 w (/) > w 0:: w r- I-0) <:( ' O'S!" 0 ><'. --, "->-0 I]) w t-0 <fW _Jz ::J CJ u- _J (/) <:( w uo 0) <0] 0) ' <!) 0 w (/) > w 0:: w I- <:( 0 r- 0) ' .... I- I 0 >-I]) 0 w :,,: u w I u a a .,. c..o l.r) ...... ~ V) 1-.. ~ ...... 0 \ N 2171600 M 2172200 \ ------ 11_8' 2' r. . 5 25 \ \ / N 2171800 E 5070800 3' B~L VALVE IRR SPL~ 3' BALL VALVE E 5070200 _/ N 2172400 \\ \ N 2172000 _,,.. FOR REDUCED PLANS 0 ORIGINAL SCALE 15 IN INCHES \ X \ / E 5071000 2 3 N 2172500 \ \ X: ~~ 9 . ";, " -f- \ I ' r ~ N 2172200 [ 5070400 / ~ .9 ·0 vO , r -x >< \ D•\PROJECTS\MABW2\ 1457_3B.DGN ( \ N DIST COUNTY ROUTE POST Ml LES SHEET TOTAL TOTAL PROJECT NO. SHEETS Ora 1.0/2.0 REGISTERED DSC ARCHITEC APRIL 14, 1997 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 126 133 D. H. TATSUMI 2033 ·---- p.8131 /9 or RECORD DRA\fllRNG ~-so-~ IRRIGATION PLAN SCALE: I" =40' HP-19 z C) 0 • (5) n.. I ' > _J 0 ' z t.:) 0 ' <.O co CX) (5) N ' <( f- <( 0 n.. ' r0 Q_ 0:: C) ' .. C) 0 WO >-I ~o >-0 o I a'o 0 z ~ r---~ (5) Gj I a: N >--~ I ..J I") CITY OF NEWPORT BEACH DWG. NO. 12-5689-S I I ' g • ~ , ; • , • ~ • I I I I I ' I i e -· ;g i - D • a ~ ~ • z !" I.___ ~ :,; 0 5 ill n ! i D ~ ~ z 0 I z • ~ ~ \: • Ila I; C ; l> Cl\ ~ N -r-> O' - ~ :,; ~ C ill n ! i ; ~ z o " :,, X X x- X X cc --, ;:;; >-oJ 0 w V1 > w 0::: w r--I-(1) <( '-O'SI" 0 ,<: --, '->-0 oJ w 1-0 <(W _JZ ::J t:) u- _J (/) <(W uo (1) (1) '-<.O 0 w V1 > w 0::: w I- <( 0 r-- (1) '-'I" I-:r: 0 >-0] 0 w :,;'. u w I u <8 •• C..~l<'....U~IQ ' \ \ 2172400 0 -f. '? O' -/ t:. 6071200 \ N 2172800 N 2173222 \ ~ ~, O' "' +·s- -f.>.9 _o 25 ;,; --f_ ' -f. ~) ".9 ""' •✓, "1 V' ""' ·~ .,.,. O' ,.,. -f. ·15-e + 0 \ FOR REDUCED PLANS 0 z 3 ORIGINAL SCALE IS IN INCHES /.·1 I -I cc---_(__ \ . '-1>--1 •. ' r-<t,--. r, u D:\PROJECTS\MABW2\ 1457_4B.DGN DIST COUNTY ROUTE POST MI LES SHEET TOTAL TOTAL PROJECT NO. SHEETS Ora 1.0/2.0 REGISTERED DSC ARCHITEC APRIL 14, 1997 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 127 133 D. H. TATSUMI 2033 p.8/31 /9 RECORD DR.AWING (p-3C)-.g~ IRRIGATION PLAN SCALE: I' =40' HP-20 z C) 0 • 0 N o_ I '-> _J 0 '-z C) 0 '-LO ct) (X) (j) N '-<( I- <( 0 o_ '-[V) o_ er: C) '-•• C) 0 L,J 0 ,-. I i:50 ,-. 0 0 I io 0 z ~ r--~ (j) i:; I a: N ,-. -~ I _, [V) CITY OF NEWPORT BEACH DWG. NO. 12-5689-S . ~ I I I I l j ~ ' . ' ' • • ' 0 i ~ 5 • ~ • : • , • j • I I Ii • C ' ii ~ 0 • 0 m • ~ z C i • C ' ~ t ~ C ; ~ z i • C ' g • - • ~ ~ n )> I ~ § n 0 'll 0 D ~ 0 z • ~ z '" ~ 0 ~ l> tA ~ :-\ -N ..J ~ z r 0 6 n 0 ~ ~ a z • ~ z '" I X X x- X X co ..., ::a: >-m 0 w (/) > w O'.: w r-- I-m <i ' Q'S!' 0 ,.:: ..., m m ' ~ 0 w VJ > w 0:: w I- <i 0 r--m ' 'SI' I-:r: 0 ' >-om >-w m I-0 <i W 0 _JZ W :J (._') "-u -u _J (/) w <(W I uo u ~ \ I I X ! -1---- \ \ ~ i 0 0 0 ----r FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES , . • , 2171Ge!?, I ~ ' i X ' 1-v / -0 0, -is1 ;y .J '..-l X C--) .-~x ___, ._D _L I l z 3 DIST COUNTY ROUTE POST MI LES SHEET TOT AL TOTAL PROJECT NO. SHEETS Oro I. 0/2. 0 I 28 I 33 REGISTERED DSCAPE ARCHITEC D. H. !<'.> TATSUMI 1:3-----APRIL 14, 1997 "' 2033 -'-"---=----'---'-----------·II No. ___ _ PLANS APPROVAL DATE 1------------:.._-----'i\{t Exp.Bl 3 I /98 *,~~ CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA. 92658 TATSUMI AND PARTNERS, INC. 20250 ACACIA ST. STE. 230 NEWPORT BEACH, CA 92660 NOTE• Control I er Contractor 155+00 at STA 181 1 30 (See HP-18) shol I refer to sheet SL-3 for Irrigation power pedestal, meter and controller location. Contractor shal I connect E.T. Tracker to controller per manufacturer's specifications. OF _,,_ \ \ I I 1 )( ,v -· 0, ' -U• 01 )< I N -.,,_ 00 -i RECORD DRAWB~G ~ -60-.;i1.!!J IRRIGATION PLAN SCALE: I" =40' HP-21 z C) 0 N ll. :r: '-> _J 0 '-z C) 0 '-Ul co co (j) N '-<( I- <( 0 (L '-1"1 ll. a: C) '-.. C) 0 "' 0 ,-. I i'.3 0 ,-. 0 3 I a. 0 0 z :'. I'-~ (j) i;j I "' N ,-. - °;'; I _, r'1 CITY OF NEWPORT BEACH DWG. NO. 12-5689-S I I I I I I ~ ' ~ • ~ , ' ' • I I ' = 5 • ~ • , -I') 00 ~ :,: 0 5 ls 0 a 0 D :n a " ~ 0 ~ ~ " 0 i 2 • D 0 ~ ~ u • D /,i 11 ~ "' Q i )> ~ z Ii 5 ~ n O 0 ~ ~ ; ~ z 5 C 7 X C1' 0, ' <SJ 0 w >-!Il Vl > 0 w w 0:: Vl w > I-w <( 0:: 0 X w r-r-I-0, 0, <( ' ' 0 "I" "I" 0 I-,.: ::c: -, Cl ' >-om w >-!Il 1-0 <( w 0 _JZ w ::J CJ Y'. u-u _j Vl w <( w uo I u X- X X <0] I -' 7- 1 0 0 I\; r.r I , ---+--I /G. t<> .c;;; Xpi •h ~ . . X f\J <SJ )<po I\; '° f\) -X:,IS;J " vi X '.< X X X C1: 8?J7v> L lZ :'l J I O,; ·~ )<::,;, a, '° X I I Z09vl\Z N ~ / 26 \ 24 \1 1/4"/ Zil9'1LlZ N I , FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES 0080LZ9 :! - I 0Z8vl1Z N 2 3 0Z97LlZ '.\ I I / Z009L\Z 1'1 D:\PROJECTS\MABW2\ 1457_6B.DGN ~ \ J ' -' ·' 0 U) 0 -I> DIST COUNTY ROUTE POST Ml LES SHEET TOTAL TOTAL PROJECT NO. SHEETS Ora I. 0/2. 0 129 133 REGISTERED DSC ARCHITEC D. H. TATSUMI APRIL 14, 1997 ~ __ 2_0_3_3 __ _P_L_A_N_S_A_P_P_R_O_V_A_L_D_A_T_E _____ , No. ___ _ 1-----------------\1{1 p.8/31 /9 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA. 92658 TATSUMI AND PARTNERS, INC. 20250 ACACIA ST. STE. 230 NEWPORT BEACH, CA 92560 or c RECORD DRAWING ~-ao-.9~ IRRIGATION PLAN SCALE: I• =LJO' HP-22 z CJ 0 . N N CL I ' > _J 0 ' z CJ 0 ' <.D OCJ OCJ m N ' <( I- <( 0 Q_ ' rr) Q_ 0:: CJ '-., CJ 0 wO ,_ I cl 0 ,_ 0 O I ii'.o 0 z '.: r---~ m ~ I "' N ,_ -~ I .., rr) CITY OF NEWPORT BEACH DWG. NO. 12-5689-S I I • ~ 5 , i • ~ • j • I I g 5 • ii e • • 0 • g i I I I • ~ • . ~ z :c 0 6 ~ n 0 ~ D " i 0 ~ ! z C z < ~ • 0 ~ j ~ • • !" i D i: l> U\ ;!i • -N ..D ~ :c 0 6 ~ n ~ ! ; ~ i ~ • • 0 i j !" I " \; z :c e' 0 ill 8 ~ ;ii ~ 0 ti X CD a, ..., a, ::;; ' <D 0 w >-en VJ > 0 w w 0:: VJ w > I-w <( 0:: 0 X w ,- I- ,- a, a, <( ' ' 0 "I" "I" 0 I-,,: I -, Cl " >-om >- w en 1-0 <(W 0 _JZ w ::J lJ :,<'. u-u _J VJ w <(W I uo u X X I ---007iL09 J OOZSLIZ N X I ~ I X OOZSl.\Z \ I / 34 15 I I -1---_ I 00\7SLlZ i-1 r UU7'-i I" 1 1--',VV.,1•J,__...,..., I ------ . ,/ 34 18 I 0C9SLIZ N FOR REDU ORIGINAL CED PLANS SCALE IS IN 0 INCHES 24' 20' 3' X __., 3' AIN LINE 2' 21 2 3 /8 ~ I a; 0 0 FROM STAMPED 0 0 -----"' N 0 0 36 "" BOULEVARD "v-:::--, ~ 3' 3, CEMENT 21 I -----+--I 37 28 D:\PROJEC TS\MABW2\ 1457_7B.DGN 0 0 DIST COUNTY Oro ROUTE s~rsE T TOT AL ' SHEETS 130 REG I STER~□~­DSCAPE ARCH I TEC t-NDSC APRIL 14 ~ ~LA~Nts~~•~l~9~9~7DAli'F"° ____ I D.H r~~~A~P~P~R~O~V~~~~:;:;===i(§ TATSUMI CITY AL DATE ~ OF NE No. 2033 3300 NEWPO~PORT BEACH {( p.B/31 /9 NEWPORT BEA~ BOULEVARD TATSUMI A H, CA. 92658 F c~ IRRIGATION SCALE: I' =40'PLAN 133 z Cl 0 • l"1 N (L :r: '-> _J 0 '-z Cl 0 ' <.O co co CJ1 N ' <! I- <! 0 (L ' l"1 (L 0:: C) '-.. l'.) 0 wO ~ I oO ... 0 3 I a. 0 0 z 0 -,- ".'.' CJ1 HP-23 ~~ ... -V> CITY DWG • <t I OF NEWPORT .., n NO. 12-SGBg~~ACH I I I I - X X X X co --, :a >-m 0 w C/l > w 0::: w r- I-a, <( ' 0"'1" 0 ,.:; --, a, a, ' "' 0 w C/l > w 0::: w I- <( 0 r-m ' 'SI" I-::c 0 ' >-om >-w m 1-0 <(W 0 _JZ W ::) <.:) :,,: u-u _J C/l w <(WI uo u ~ I ----+--I ) f FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 3 Di\PROJECTS\MABW2\ 1457_8B.DGN DIST COUNTY ROUTE POST MI LES SHEET TOTAL TOTAL PROJECT NO. SHEETS Ora 1.0/2.0 REGISTERED DSC ARCHITEC APRIL 14, 1997 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA. 92658 X 131 D. H. TATSUMI 2033 •-==-=-=-- p.8/3 I /9 OF -L I RE~D DF!tAW~NG • 6-3eJ-.98 IRRIGATION PLAN SCALE= I' =40' 133 HP-24 z CJ 0 • -q- N 0.. I ' > _J 0 ' z CJ 0 ' '° co co 0) N ' <( I- <( 0 0.. ' r<"l 0.. 0::: C) ' •• C) 0 WO I-I ci 0 I-0 O I ~o 0 z :: r- ::: 0) ~ I n: N CITY OF NEWPORT BEACH DWG. NO. 12-5689-S I I - - X 0 w >-VJ (0 > 0 w w 0:: Vl w > f-w <( 0:: 0 X w r--r-- f-Ol Ol <( ' ' os:r s;- 0 I- ~ I """J 0 ' >->-0(0 w (0 f-0 <(W 0 _Jz w :J (.'.) oL u-u _J Vl w <(W I uo u x- X X NOTES• I. ALL NIPPLES, FITTINGS, ETC. TO BE BRASS AND INSTALLED BELOW GRADE SHALL BE PAINTED WITH TWO COATS40F 'KOPPERS' "50 BI TUMAST IC. 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 BACKFLOW PREVENTER ~:~~ ~g~E~ESH:-------------------------r-A":,SDJff[? ____ : SCREEN. : : ST A I NLESS BRASS 90 ELL: ./7'':<' o-STEEL W I TH N I PPL E '-rl-l:::J---+----n1---Ct-r'tn( ~--n:;~;;::;;:: ENCLOSURE (TYP ) A ~ REFER TO • 1--~----u.; ~.J-{J-Ll.JDLic...r~ ,'-"-'-'-' ~'----I LEGEND A NOTES: . . z N--::::a; .,_---,--BR ASS NIPPLE BRASS UNION-~~~ CONCRETE BASE PER ENCLOSURE MAN. REC. BRASS RI SERS -:JIIJl!=lllll=-'" SIZE AS REQUIRED CONCRETE STABILIZER SCH. 40 PVC MAIN TO SYSTEM BACKFLOW PREVENTER REFER TO SPECIFICATIONS FOR REQUIREMENTS ON RECLAIMED WATER VALVES. -USE TEFLON TAPE ON ALL THREADED CONNECTIONS. ~---FINISH GRADE --PVC MAIN LINE COMMON WIRE {I) CU. FT.3/4' CRUSHED GRAVEL PLASTIC VALVE BOX WITH LOCKING COVER, MARK 'MV' ON COVER -SEE SPECS. ~-RAIN BIRD PENTITE WIRE CONNECTORS MASTER CONTROL VALVE IJ..U,,--PVC MALE ADAPTOR (2 REQU I REDJ COMMON BRICK (4) COMMON & CONTROL WIRES D MASTER VALVE / 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. -USE TEFLON TAPE ON ALL THREADED CONNECTIONS. ~--FINISH GRADE UNION . 0:: • <( z w -• _J ::a; <.Ou ~-PLASTIC VALVE BOX WITH LOCKING COVER MARKED "BV'. SEE SPECS. ~--PVC MAIN LINE ..t.!Jll+t'Pf'lliril!1;;b9-.gq,-,~h:-----PVC MALE ADAPTER (2 REQU I REDl '------{ I ) CUBIC FOOT ¾' CRUSHED ROCK B BALL VALVE, 3" and smaller NOTES• -REFER TO SPECIFICATIONS FOR REQUIREMENTS ON RECLAIMED WATER VAL YES. -USE TEFLON TAPE ON ALL THREADED CONNECTIONS .-----FINISH GRADE --PVC LATERAL LINE COMMON WIRE PLASTIC VALVE BOX WITH LOCKING COVER, MARK 'RCV' AND STATION NO. ON COVER. SEE SPECS. }Fr----===~=;:1r,~~== CONTROL VALVE •:.,.:;:,,n--L'-/A~ =~= r--PVC MALE ADAPTOR COMMON BRICK (4) (ll CU. FT.¾~~ CRUSHED GRAVEL E REMOTE (2 REQU I REDl ,,---PVC SCH. 40 m'ifA---6,.L----r7---_:N I PPL E 0-'r-PVC ELL PVC TEE ~-COMMON & CONTROL WIRES --PVC MAIN LINE CONTROL VALVE FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES NOTE: 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. CONTRACTOR SHALL ASSEMBLE AND INSTALL CONTROLLER PER RAIN MASTER'S SPECIFICATIONS. FINISH GRADE POURED CONCRETE BASE 6' MIN. THICKNESS AS REQUIRED BY MANUFACTURERS INSTALLATION GUIDE 1--- 1 I I ---AUTOMATIC CONTROLLER 120 VOLT. POWER WIRES IN CONDUIT PVC LONG SWEEP ELL SIZE AS REQUIRED SLOPE TO DRAIN DIRECT BURIAL -f.R~~T,W-1-CONTROL WIRE TO CONTROL VALVES C CONTROLLER VALVE, FITTING, METER OR REDUCING COUPLER NEAREST TO FLOW SENSOR FLOW SENSOR FS PLASTIC VALVE BOX WITH LOCKING COVER, MARK 'FS' ON COVER. SEE SPECS. ,__RAIN BIRD PENTITE WIRE CONNECTORS ~1y-FfNISH GRADE ~-EXTENSION AS REQUIRED ,--COMMUNICATIONS CABLE NOTE: DIST COUNTY ROUTE POST MI LES SHEET TOTAL TOTAL PROJECT NO. SHEETS Ora 1.0/2.0 REGISTERED DSC ARCHITEC APRIL 14, 1997 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 132 133 D. H. TATSUMI 2033 ·---- p.8131 /9 -USE TEFLON TAPE ON ALL THREADED CONNECTIONS. ~----FINISH GRADE, 2' BELOW TOP OF BOX@ GROUNDCOVER AREAS AND I½" @ TURF AREAS • 0:: • _J zu .----SCH. 40 PVC ELL --SCH. 40 PVC NIPPLE MALE ADAPTER PLASTIC VALVE BOX WITH LOCKING COVER, MARK "PR' ON COVER. SEE SPECS. ~ rlJl,~1uu~\"~1-:!== SCH. 40 PVC ELL ~ MALE ADAPTOR 1--<---BRASS UNION PRESSURE--.,, REGULATOR: ~~~~iij~~~i;~~-!-SCH. 40 RI SERS REFER TO PLAN FOR PRESSURE SETTING G ...,__SCH. 40 PVC ELLS . -. PRESSURE REDUCING VALVE z LJ 0 • c.o N 0.. I ' > __J 0 ' z STRIP SH I ELD BRAID BACK 1----------'--------------------------1 't+---2" FROM END OF CABLE LJ 0 ' c.o F z ( --MAIN LINE ---ALLOW MIN. OF 10 PIPE DIA. FROM NEAREST UPSTREAM VALVE, FITTING, METER, OR REDUCING COUPLER COMMON BRICK (4) < I l CU. FT.¾' CRUSHED ROCK ALLOW MIN. OF 5 PIPE DIA. FROM NEAREST UPSTREAM VALVE, FITTING, METER, OR REDUCING COUPLER FLOW SENSOR 3 RECORD DR.AWONG ~-30-.,.9 IRRIGATION DETAILS HP-25 CD CD 0, N ' <( I- <( 0 0.. ' r0 0.. 0:: LJ ' .. LJ 0 WO ,-I ~o ,_ 0 '3 I a. 0 0 z 0 -r-~ 0, ~ I a: N ,_ - ~ I J r0 CITY OF NEWPORT BEACH DWG. NO. 12-5689-S -w N - X 0 w >-VJ D) > 0 w w et:: VJ w > I-w <( et:: 0 X w r---r---I-m m <( ' ' O"'l" 'SJ" 0 I- "" :r """) 0 '->->-om w m 1-0 <(W 0 _J z w :J CJ :,,:: u-u _J VJ w <CW I uo u x- X X NOTE• -USE TEFLON TAPE ON ALL THREADED FITTINGS. PRESSURE RELIEF VALVE-- 12'xl8' PLASTIC BOX AND LOCK I NG COVER FIN I SH GRADE MARKED " PRV' \~ H PVC TEE TEE '---PVC ELL ~--MA I NL I NE PRESSURE RELIEF VALVE NOTE: K DO NOT USE SIDE INLET. REFER TO SPECIFICATIONS FOR RECLAIMED WATER REQUIREMENTS. REFER TO PLANS FOR HEAD CLEARANCE FROM CURB@ PAVEMENT. INSTALL TRIPLE SWING JOINTS. 1----.. . T 't ~---------SPRAY NOZZLE, SEE IRRIGATION LEGEND '---INSTALL FLUSH TO FINISHED GRADE --+---------HIGH POP-UP SPRAY ~-SCH. 80 PVC NIPPLE WI MANUFACTURED TRIPLE SWING JOINT r---SCH. 40 LATERAL LINE SCH. 40 TEE HIGH POP-UP SPRAY 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" '<,......~H=------MAINLINE • = ~m~~J~~~' ~~~~tiB~~~~~~':'------CONTROL WIRES '------CLEAN BACKFILL TRENCHING NOTE• -REFER TO SPECIFICATIONS FOR RECLAIMED WATER REQUIREMENTS. 0 I • X N <( -:::; NOZZLE, SEE IRRIGATION LEGEND SHRUB ADAPTOR FINISH GRADE '----PVC, SCH. ~~rril,--•~1~c____ 80 R I SER r--7-"r"-tn-mcu. ANTI-DRAIN DEVICE PVC SCH. 40 LATERAL LINE AS NEEDED SCH. 80 PVC NIPPLE W/ MANUFACTURED DOUBLE SWING JOINT '---PVC, SCH. 40 ELL OR TEE SPRAY HEAD ON RISER FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES ' \ I NOTE• -REFER TO SPECIFICATIONS FOR REQUIREMENTS ON RECLAIMED WATER VALVES. -LOCATE QUICK COUPLER VALVES NO FURTHER THAN 12' FROM ALL PAVED SURFACE EDGES. -USE TEFLON TAPE ON ALL THREADED CONNECTIONS. .---FINISH GRADE ,=e=--~#1--f+~QUICK COUPLER VALVE - PVC N I PPL E ---H-----1---H-o STAINLESS---- STEEL STRAPS (2) PVC ELL---$~~~ INSTALL 2' ABOVE GRADE IN SHRUB AREAS AND FLUSH TO GRADE IN TURF AREAS ,---PLASTIC VALVE BOX WITH LOCKING COVER, MARK 'QC' ON COVER. SEE SPECS. COMMON BRICK (4l TEE ~-PVC ELL STABLIZING STAKE J FINISH GRADE p . N 2 ~---PVC NIPPLE ~----PVC MAIN LINE QUICK COUPLER VALVE ,,,--SHRUB SPRAY HEAD ,,,--PVC SCH. 80 RISER ~-#4 REBAR ANCHOR 18' INTO SLOPE. ATTACH TO RISER WITH 2 -"FAST LOCK" GALV. BANDS .,--ADV. I I RISER (AS REQUIRED) OR COUPLING ,,,---POLYETHYLENE FLEX RISER .,,,--PVC SCH. 40 TEE OR ELL x---APPROVED PVC/UVR LATERAL LINE ---i----,1'-'\ #4 REBAR WITH 'J' HOOKED RADIUS @ 2 ENDS TO HOLD LATERAL PIPE IN PLACE. IO' 0. C. "J" HOOKED BAR SHALL BE PLACED IN BOTH SIDES OF RISER NO FURTHER THAN 12' FROM CENTER LINE OF RISER. SPRAY HEAD ON GRADE 3 i NOTE• DIST COUNTY ROUTE POST MI LES SHEET TOTAL TOTAL PROJECT NO. SHEETS Ora 1.0/2.0 133 133 REGISTERED DSC ARCHITEC D. H. TATSUMI £3 APRIL 14, 1997 "' 2033 No--~--PLANS APPROVAL DATE 1-------------41{< Exp.8/31 /98 * CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA. 92658 TAT SUM I AND PARTNERS, I NC. 20250 ACACIA ST. STE. 230 NEWPORT BEACH, CA 92660 -REFER TO LEGEND FOR BUBBLER SPECIFICATIONS. -REFER TO SPECIFICATIONS FOR RECLAIMED WATER REQUIREMENTS. COORDINATE EXACT LOCATION OF BUBBLERS WITH PLANTING PLAN$. ,---FLOOD BUBBLER o%cfJ~= o::i Cl = CTI ~--'\r>">l,i'.?' .c~= FINISH GRADE ......___PVC, SCH.BO RISER SCH. 80 PVC NIPPLE W/ MANUFACTURED TRIPLE "'---ANTI-DRAIN DEVICE AS NEEDED SW I NG JO I NT ----------"~ Q ,....__ PVC SCH. 40 LATERAL LINE L---PVC, SCH. 40 ELL OR TEE BUBBLER ON RISER RECORD DRAW~i~J<Jl 6 ·30-19 IRRIGATION DETAILS HP-26 z C) 0 . lD N 0... ::r: ' > _J 0 ' lD co co (J) N ' z C) 0 ' <( ,_ <( 0 0... ' re) 0... 0:: C) ' 00 C) 0 ..,o t-I '3 0 I-0 O I ii' 0 0 z ~ r---- ':" (j) Gj I o: N I--~ I _, re) CITY OF NEWPORT BEACH DWG. NO. I 2-5689-S I . I I I I I I I -w c,..,