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HomeMy WebLinkAboutR_5874_SVICTORIA ST. 19TH ST. ~~~~~ ~•- ...:.:::::::~4 ~ -·-- --s.::: - / UMIVERSIT" ~ ® "· fr CITY OF IRVINE PUBL C COAST \tVORK ~·11GHW,AY CORONA CrlANNELIZATION DEL MAR GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS raR PUBLIC WORKS CONSTRUCTION," 2003 EDITION ANcl SUPPLEMENTS. 2. STATIONING REFERS TO THE CENTERLINE OF THE STREET. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CO~ITRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 4. CURB DATA REFERS TO TOP OF CURB. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLCTED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 7. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. 8. SEWER, WATER AND STORM DRAIN LINES DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 9. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 949-644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO HE NOTiFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION . 10. THE WALLS AND FACE OF ALL EXCAVATIONS GRATER THAN (5) FEIT IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN VICINITY MAP SCALE: 1" = 4400' PROJECT LOCATIOI\J..' -(!"'\1 ' ' EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 11. THE CONTRACTOR(S) SHALL OBTAIN A PERMiT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 13 ABOVE FROM CAL-OSHA. I SYMBOL LEGEND --0-POWER POLE (:;;)SSMH SANITARY SEWER MANHOLE -tot-FIRE HYDRANT D V,M_ WATER METER BOX & SERViCE I] GM GAS METER ·---®-·-VALVE POWER POLE ANCHOR -x-x-x-FENCE 0 BLOCK WALL 1REE SHRUBBERY SPRINKLER SURVEY MONUMENT @ BORING PROPOSED CONCRETE PROPOSED AC EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION . --t-·-CENTERLINE -·----W•--WATER LINE ---G---GAS LJNE -E--POWER LINE -TEL -TELEPHONE LINE --CATV-CABLEVISION LINE -SP--SPRINKLER SYSTEM STREET LIGHT SIGN p=-=::j GARAGE OPENING ///// WINDOW I / I EXISllNG AC PROPOSED SELECTED BACKFILL I I EXISTING PCC REMOVAL FOi, AC AND CURB CONS1RUC110N REM OVAL FOR 2 4" PLANTING MATERIAL REMOVAL FOR 36" PLANTING MATERIAL REMOVAL OF EXiSTING MEDIAN 1 ..• /!; <• ·:: >.;•'I NAllvE MATERIAL FOR ADDITIONAL LEGEND SEE SHEETS 23-26 EMERGENCY TELEPHONE NUMBERS DAY AFTER HOURS R.C.E. 36106 JR.C.E. 24967 LOCATION MAP NOT TO SCALE BENCH MARK: r ELEVATIONS BASED ON OCS BENCHMARK JK-55-99 WAS USED FOR r.~• E . V£1?TICAL MONUMENT. DESCRIBED AS OCS 1999 -FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPE:D "!!K-55-99" SET ON TOP NORTHWESTERLY CORNER OF A 4.0 Fr. BY 8.0 CATCH BASIN. MONUMENT IS LOCATED IN TH£ NORTHEASTERLY PORTION OF TH£ INTERSECT/ON OF MACARTHUR BOULEVARD AND HARBOR VIEW DRIVE, 48 FT. EASTERLY OF THE C£NT£RLIN£ OF MACARTHUR BOULEVARD AND 75 FT. NORTHERLY OF rHE CENTERLINE OF HARBOR VIEW DR/11£. ELEVATION WAS 145.204 FT BASED ON TH£ NORTH AMERICAN VERTICAL DATUM 88 (NAYDBB). DATE: z.{ 1 IO S- \ .;, 1;'1f?G' -1v~N(J~E:A•1rc BASIS OF BEARINGS: TH£ BASIS OF BEARINGS IS BASED ON IJJ£ ",()RANG£ (XJUN'PI "'GEODIT/C CONTROL NETWORK" HORIZONTAL CENTRAL STATION 6292 AND STATION 6295 BEARING N 00'00'34" £ PER RECORDS ON FILE WITH TH£ ORANG£ COUNTY SURVEYOR'S OFFICE 12. ALL STORM DRAIN, SEWER, AND WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L. 13. ALL CONCRETE SHALL BE 560-C-3250. 14. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 949-664-3106. 15. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 16. THAT A FIRE PROTECTION SYSTEM ACCEPTABLE TO THE FIRE DEPARTMENT BE INSTALLEG BY THE DEVELOPER AND TESTED BY THE FIRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MATERIALS OR START OF ANY STRUCTURAL FRAMING. FOR ADDITIONAL GENERAL NOTES SEE SHEET 27. SHEET INDEX: 1 TIT/.£ SHEET, GENERAL NO"/ES AND SHEET INDEX 2 CONSTRUCTION NOTES & INDEX MAP 3 CROSS SECTION OIT AILS 4 DEMOLJ110N PLAN STA 152+00 TO STA 177+00 5 D£MOLJ110N PLAN STA 177+00 TO STA 200+00 6 PLAN AND PROFILE STA 152+00 TO STA IBJ+OO 7 PLAN AND PROFILE STA 163+00 TO STA 173+70 8 PLAN AND PROFILE STA 173+70 ro STA 184+00 g PLAN AND PROFJLE STA !/'J4+00 TO STA 193+00 10 PL4N AND PROFILE STA UJJ+OO TO STA 200+00 11 UTILITY CONNECTION DETAILS 12 TYPICAL SECTIONS !J SIGNING AND SWIPING PL4N STA 152+00 TO STA 177+00 14 SIGNING AND STRIPING PLAN STA 1,7 7+00 TO STA 200+00 15 TRAFFIC CONTROL PLAN -PHASE 1 16 TRAFFIC CONTROL PLAN -PHASE 2 17 TRAFFIC CON'IROL PLAN -PHASE 3 18 1RAmc CONTROL PLAN -PHASE: 4 19-22 LANDSCAPE /RR/GA TION PLAN 23-25 LANDSCAPE PLAN1lNG PLAN 27 LANDSCAPE CONSTRUCT/ON NOTES 28-29 LANDSCAPE CONSTRUCTION DETAILS C-3558 ~---1"' Ol-27-05 T 01-18-05 ~ 01-04-05 J. 10-26-04 "' 04-05-04 lid /~ SOUTHERN CALIFORNIA GAS COMPANY (800)-624-6153 (800)-624-8153 ...---,....1) Ol~O':>. SOUTHERN CALIFORNIA EDISON COMPANY (800)-611-1911 (800)-611-1911 ,;,1\;!9--Sto,i, A.PPROVA RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED c§ m~. r.:: COUNTY SANITATION DiSiRICTS 714)-962-2411 .'2?,$ GI'€! ! Cl\1L ENGINEE lRANSPORTATION AND unUTIES DIRECTOR GENERAL SER\IICES 1 ~~Floi :iJ;~~~\f~~!1~~1u11Es oErr.) 1 949)-:~~-3011 (949)-61~~3717 ~~ DMc E11gineering ,';-c%" Mc~ ______ £<::."'.:..'::.."'.'..~-/ ~w<DW~WJ>M;b LJct,,_,Jt!Ju~ ..Du-~ SHEET COMCAST CABLEVISION 714)-542-6222 (714)-644-6222 Civil O Surveying O Planning '/ ("' N°. 38483 'ii, 1i\ 1! R.C.E. NO. 6 081 DE\IELOiMENT SER~CES R.C.E. 25553 ~ T- UNnER~RO' IND SERV'CE ALERT 800)-4?2-413' •800) '22 413' C \ E,p -~ 31 (¼I' !lJ ii ~ I J ,-R.C.E._LZ04S 1 ~ C::I \ -"' '-" CAl-LT□LLFREE u u u· , • _ ~ , -·+ -., ,_ice\ --~---···J ,DATE "'1''1[0,:,, _ !='.e,i,,·v0':J_2,iov5 '=J.'7=:L.l_::•<Y:_::,c.:O~SL._ ___ l=~-1,:....::.U\r-.::::.__:__"'~:__-i----------i~ HJ Technology Drive, Suite 100 1• D TE ~ 1-800-422-4133 / /\ \. Irvine, CA 92618 ;. oi~~;jr:fi.'-" iDESIGNED JML 8RAWN JML DATE DA!E A e----R_-5_8_7_4_-_S __ --1~ BEFORE Y□U DIG _/L-.::::,;_ (949) 753-9393 FAX (949) 753-9322 .CHECKED DATE Vi '----------'-----------------------------------------~-----------------------_j_ ______________________ _L _______ J'L:_ __ ~D~JM'.'..l.:J~AN~U~AR~Y~2'~,,~20~0~5L._ ________ _1_ _________ L, ________ __L __ _:8~HT::._:1~0~F~~=---~! ~ l DEMOLITION NOTES: (j) SAWCUT AND REMOVE ORIGINAL COAST HIGHWAY 1' THICK Rf:JNFORCED PCC PAVEMENT. 0 SAWCUr AND REMOVE EXISTING AC PAVEMENT, AGGREGATE BASE TO ACCOMMODA lE 2.3' SELECT IMPORT PLAN77NG MATERIAL PER DETAIL #1 A ON SHT 3. " ~ SAWCUT AND REMOVE EX/SI/NG AC PAVEMENT, AGGREGATE BASE TO ACCOMMODATE J' SELECT IMPORT PLANTING MATER/Al PER PE,'/ DETAIL #18 ON SHT 3. 0 SAWCUT AND REMOVE INTERFERING PORTIONS OF THE MEDIAN CURB AND PA v1:RS TO ACCOMMODATE Tt/E NEW MEDIAN, THIS INCLUDES REMOVAL OF f}(!S7/NG AC PAVEMENT, PCC PA VERS AND AGGREGATE BASE AS SHOWN ON DE/AILS #2A AND /28 ON SHT 3. 0 REMOVE £)(!STING SIGN, POST AND FOUNDA 7/0N. ,.,.._, (..!0 SAWCUT AND .REMOVf AC. AB AND SUBGRADE TO ACCOMMODATE NEW LA TERAL/5'/..EEVE/CONDU/T. 0 REMOVE EXISTING REFLECT!VE MEDIAN MARKER. 0 REMOVE EXISTING SIGN, POST AND FOUNDA 7/0N. SAL VACE SIGN AND REINSTALL PER LOCATION ON SHT 13. 0 REMOVE EXISTING /RR/GA T/ON LINE, NEADS AND WIRING TO ACCOMMODATE NEW IRRIOA /ION SYSTEM. @ REMOVE EXISTING BACKFLOW, ABANDON METER AND SERVICE PER CITY OF NEWPORT BEACH Ul/Ul/ES DEPARTMENT INSTRUC7/0NS. @ cur AND PLUG /RR/GA 7/0N LINE AT THE MAIN. @ REMOVE £XIS7/NG SOD TO ACCOMMODA'ff: NEW 2 1/2" CONDUIT. @ 71?££ TO BE RELOCATED BY CITY OF NEWPORT BEACH STAFF PRIOR TO CONSll?UCTION. @ SA WCUT AND FIEMOVE EXISTING PCC SIOEWALK AND REPLACE IN Kl/.JD TO ACCOMMODATE NEW SLEEVE/CONDUIT/CABINET. SA wcur LIMITS SHALL BE JOINT TO JOINT. CONSTRUCTION NOTES: (21) CONSTRUCT MEDIAN TAPER PE.R APWA STANDARD PLAN ~ 140-2, L AND W PER PLANS. @ CONSTRUCT 8" CURB PER DETAIL #4 ON SHT 3. @ CONSlRUCT MEDIAN FLARE PER APWA STANDAt/D PLAN 141--1, L AND W PER PLANS. @ ADJUST SEWER MANf/OLE TO GRADE PER ORANGE COUNTY SAN/TA TION D/STR/CT Dl?AW!NG NO. S-055. @ INSTALL NO. J-1/2 F PULL BOX PER CITY OF NEWPORT BEAC/1 STD-204-L AND LABEL AS INSTRUCTED BY Tri£ lYTY OF NEWPORT BEACH. @ JACK AND BORE 4" SCHEDULE 40 PVC SLEEVE TO ACCOMMODATE !RR/GA TION CONTROL CONDUITS PER DETAIL /3C ON SHT J. @ JACK AND BO.'?£ 4" SCHEDULE 40 PVC SLEEVE TO ACCOMODATE NEW 2" WATER SERVICE PER DETAIL l/3A ON SHT 3. @ JACK AND BORE 4" SLEEVE TO ACCOMMODATE ELECTRICAL CONDUIT FOR FUTUr?E LIGHTING PE/? DETAIL IJ38 ON SHT 3. @) CONSTRUCT 2' SE17V/C£ LATERAL AND METE;? PD? CiTY OF NEWPORT BEACH S'.J-503-l. @ CONSTRUCT 8" PCC CURB OPENING PER DETAIi. #5 ON • SHT J TO ALLOW DRAINAGE FROM EAST SIDE OF STREET TO WESTERl Y CATCH BASIN. @ INSTALL 2" BACKFi.OW PREV£NT/ON ASSEMBLY PER CITY OF NEWPORT BEACH S/D-520-l. @ CONSTRUCT (I) 2" AND (1) 1" SCHEDULE 40 PVC CONDUlTS FOR /RR/GA 170N CONTROL Vi/RES. (Zi) CONSTRUCT 2 i/2' SCHEDULE 40 PVC CONDUIT FOR FUTURE UGHTING WIRING. @ INSTALL NEW 6" RW GA TE ¼'IL VE WITH 3-FOOT PVC PIPE ON EITHER END WITH LONG BODY COUPLINGS. @ REPLACE/REPAIN EXISTING SOD. ® CONSTRUCT 2• SCHEDULE 40 Pl/17 WATERLINE. @ PROV/DE 3• CONDUIT STUBBED-UP EXISTING POM:R POLE FOR CONNECTiON BY SCE PER DETAIL #6 ON SHT J. ® CONSTRUCT SINGLE-METER CABINET ?ER CITY OF NEWPORT BEACH SlD-206-L. @ INSTALL (1) 2• AND (1) I" SCHEDULE 40 Pvt: CONDUITS IN SLEEVE FOR IF/RIGA ilON CONTROL WIRES. ® iNSIALl 2" SCHEDULE 40 PVC WA TE.Iii.IN£ IN SLEE,'E, 8 CONSTRUCT 9" FULL DEPTH AC. @· CONSTRUCT NEW DOUBLE-METER CABINET PER CITY OF NEWPORT BEACH STD-207-l. REMOVE AND SALVAGE OLD SERVICE @ INSTALL 2 1/2" SCHEDULE 40 PVC CONDUIT IN SLEEVE FOR FUTURE UGH7/NG WIRING. e INSTALL TA YMAC COVERED DUPLEX OUl/.ET WITH Wi:.-A /HER PROOF COVER WITH 1• SCHEDULE 40 PVC COh'DU!l: @ CONSTRUCT 2" CONDUIT WIT!-! 2-#8 ~1RES FOR TRAFFIC SIGNAL. ~ ··:;··~---·· <··:> '. _, .. , c::c.,. ":,.'/c:.:c::.s I MACARTHUR BOUIEVARD CONSTRUCTION (CONTINUED): NOTES @ INSTALL 20 AMP BREAKER AS INSTRUCTED Br' THE CITY OF NEWPORT BEACH. ® JACK AND BORE 4" SCHEDULE 40 PVC SLEEVE TO ACCOMMODATE /RR/GA T/ON CONDUIT PER !RR/GA 7/0N PLANS. ® JACK AND BORE 4" SCHEDULE 40 PVC SLEEVE TO ACCOMODA TE 2" WA !ERLINE PER /RR/GA T/ON PLANS. @ TRENCH. BACl<Fill WITH NAT/VE AND REPLACE AC/AB WITH FULL DEPTH AC, PER CITY OF NEWPORT BEACH SID-105-1.-A. @) CONS'TRUCT J" CONDUIT TO PROVIDE POWER TO CABINET. , .. .-~-· .. ,. '·"'•' .. ',. ~;;·, ::: ~• ',-A •, r I I I MACARTHUR BOULEVARD '-------- SIGNING STRIPING AND NOTES: @ INSTALL CAL TRANS STANDAFID "NO PEDESTRIAN CROSSING, USE CROSSWALK" SIGNS R9-3 AND R9-38. @ INSTALL CALTRANS STANDARD "ONE WAY' SIGN R6-2. @ /././STALL CALTRANS OMH2-2N MARKER, 6" X 12" STRIP OF Yl:LLOW RETROFLEC71V£ SHEETiNG. @ ,'?£LOCATE EXISTING "CORONA DEL MAR B[ACH PARK" AND "CRYSTAL COIIF STA{£ PAR!<" SIGN TO THE SOUTHWEST SIDE OF THE MEDIAN. SHT 19 SHT 23 @ INSTALL CAL TRANS STANDARD "NO U·-!W?N" SIGN RJ-4. ® INSTALL PAVEMENT MARKINGS PER CAL TRANS TRAFFIC MANUAL MARKINGS DETAIL 29. ® INSTALLED YELLOW REFi.ECT/VE MARKER PER CALTRANS 'TRAFFIC MANUAL MARKINGS DETAIL 29. KEY NOTES: @ JACK AND BORE 4' SC//EDULE 40 PVC SPARE SLEE\/£ ,Lr-,1 PROTECT ITEM AS NOTED IN PLACE FOR FUTURE USE. L~ SHT 4 SHT 7 SHT 20 SHT 24 SCALE: 1"=200' SHT 4 SHT 5 SHT 8 C SHEET INDE)( 1V1AP ¾ ~" SCALE: 1"=200' /, I SHT 21 SHT 25 • ~·--· ••• ,,,., __ .. < ' • • \,,, -·••••i • V .>-,•' LI 8, LP SHEET INDE)( MAP . • r.OL.O \.l~~~~u£ /:' --------- SHT 5 SHT 9 > '-,. . _,, :·.-• ' . ·: ... ~---' ----------- \ \ ·:~~<~ ~ -,) SHT 10 ------ \ ~ =, ·~-@ INSTALL NO. 5 F PULL BOX PER CITY OF NEWPORT BEACH J 2 I PLAN7/NG AND IRRIGATION PER SHEETS 19-26. _...._QZrol-ct.:> C-3558 STD-204-L AND LABEL AS INSTRUCTED BY THE N ) CITY OF NEWPORT BEACH, 0 4;'J!Jf:~8!.,6~~ APPR~CVAI RECOMMENDED . COAST HIGH WA y CHANNEUZA TlON .mv-~ NEW SERL1CE LINE SHALL BE INSTALLED IN EXISTING TRAFFIC PROVIDED BY SOUTHERN CALIFORNIA EDISON. I ""'""-/ ..,...-lV!C nr;1neer1ng (:_,,;'1,' "1'-i:::;/t CORONA DEL MAR 01-27-05 c.., c:, 01-18-05 ~ 01-04-05 "i" -10-26-04 <, ~ 04-05-04 2§ if a r,"7;,, L3 WIRING FROM EXISTING POWER POLE TO 8£ ~v\ ,,.---:::, D•-f E ' ' E<{<c>,i...l M~(i/~~¢. f---1---1-------------i---1 SHEET ,_ --=--:., / 3/gt~o~i:t~&r gr:;_ ~1~lfioff~i/Ji.1~8?aJ%;~~U:...~f:);OR 0 POrlffi FOR !RR/GA/ION CON/ROLLER TO BE ✓ Civil ~ Surveying o Planning f§/A¥ No 38483 gtic!i----1----------------1---1--~~\.E~g~~Eos1 CONSTRUCTION NOTES & T-2 / BATTERY BACKUP SHALL BE U7/UZED DUl?/NG SERVICE PROYiDED BY CITY OF NEWPORT BEACH. { \~\ ~-3-31-05 j::u DATE ,z. /.,, 1 {c;<, INDEX MAP ~ 1-ii~L-J~~~rf1~ CONN£C7/0N. SEE SHT 27 FOR LANDSCAPE CONSTRUCTION NOTES d HJ Tech!~~;:~: ft~i.o~~ite 100 ,,3-::,':,...~ ,,/ * DATE BY DESCRiPTION APP'D. SIG ED JML iN JMI CITY OF NEWPORT BEACH R-5874-S ~ ~-BE_F_□_R_E_Y_□_U_DI_G_~ ________________________________________________________ __J _______ (_9_49_)_75_3_-_9_3_93--F'AX __ (9_4_9_)_7_5_3_-,_93_2_2...L _ _,_ __ ""_L_'F_c_A __ ___,~ _______ R_E_V1s_:o_N._, -------+c_H_Ec_KE_D_D_v'M~"7_~_U_AR_Y_2~7,_2_00_,, _P_U_B_LI_C_W_O_R_l<_S_D_E_P_AR_n_l'IE_NT __ ~_SHT_2_0_F_29_~ ~ 1 CALL TOLL FREE VARIES FROM 5' TO 30' 0,25' 2% 2% 0.25' \ \.,PROPOSED MEDIAN CURS [ C,soeosrn "'°"" wee \.PROPOSED SELECT IMf'ORT Pl.ANTING MATERIAL DETAIL #1A N.T.S, VARIES FROM 5' TO 30' N,T.S. DETAIL #3A JACI< AND BORING 4" SCHEDULE 40 PVC SLEEVE FOR 2" Vi/ATER SERVICE N.T.S. .DETAIL #3C JACK AND BORING 4" SCHEDULE 40 PVC SLEEVE FOR (1) 2" AND (1) 1" IRRIGATION CONTROL CONDUITS N.T.S. ll-800-422-4133 BEFORE YOU DIG --·~---------------------------- I VARIES FROM 5' TO 30' [ .... /:S!RJ;tr'' ~( :?:,·~::: ,.L-.:,-.::;,~::::::-\:;~2~11 • • tti~~U&jf 1tt~f i;~ • \ ··••·r., < / /. >>······ .. />•·· :-ZPROPOSED MEDIANCURS PROPOSED SELECT IMPORT PLANTING MATERIAL .... \PR;P;SED MEDiAN CURS DETi6,IL #1 B N.T.S. VARIES FROM 5' TO 30' ! • i}h/,~¢>'{~$\t:: .... ,' r-:-·"-: DETAIL #2B N.T.S. •• ··•· \\ ~;'.~ \_fOR a,o SOReOSts oe,' ,< PROPOSED SLEEVE T~ \t\ \ "-._FOR BID PURPOSES 0.33' AR ORIGINAL PCC / FOR BID PURPOSES 1' BE BORED UNDERNEA, H 1·'<>, • ··'\ PROPOSED 2 1 /2" ,.,.-/ , ORIG.!NAL REINFORCED PCC ELECTRICAL CONDUIT '--NAT!VE DETAIL #3B JACK AND BORING 4" SCHEDULE 40 PVC SLEEVE FOR 2 1 /2" EI_ECTRICA! CONDUiT " N.T.S. ,•.·· .••.• :::·••;-~· •• ! •.'~ •••. • '\__ ~8'i\ FOR B!D PURPOSES 0.67' AC PROPOSED SLEEVE TO. ;.;'>} .•. ', .. ;\ .. \ "-._F·O" BID PURPOSES r1 33• AB BE BORED UNDERNEATH o <' .;>. ;'\ " u. , ORIGINAL PCC • • \ FOR BID PURPOSES 1' \ ORIGINAL REINFORCED PCC '---NATlVE DETAIL #3D JACK AND BORING _4" SCHEDULE 40 PVC SLEEVE FOR SPARE CONDUIT N.T.S. 6" i ·~1/2" RADIUS 1/4"L i 3:,2 BATTER -~-,.._.._........l1tJ ·BOND CURB TO PAVEMEMT SURFACE WITH APPROVED EPOXY ADHESIVE CONFORMING TO STATE OF CALIFORNIA •· / SPECIFICATION 8040-01 E-08 AND USE IN STRICT ACCORD / W!TH THE MANUFACTURER'S PRINTED INSTRUCTIONS. /. r TOP OF FINISHED PAVEMENT "'------'/ DETAIL_Ji.1 8" PCC CURB N.T.S. .......--PROPOSED s• PCC ---~ MEDIAN CUR3 / II -:h .,EXISTING ,AC PAVEMENT 4 , .• ' 1, __ ·_._·_' ___ /_"~· ...... _ad_" ~..,;..:1 __ 4_,_· _d __ " 4 _,.___.,_,i"_,,_\_·· _-_· ..,,'_] _._:·.....,;..;...:-,,n--' c·'···•·· h ........ \.Y ... •.tX!~TING BASE / /,./ .. q·· · . ..., ,d ·,;,, • • ' ·1' tl" .6 . 4 /<:_< ·<· ' ' , .. , PROPOSED 8" THICK PCC SLAB __ / · 8" • CONDUff_./ EXTENSION • BY SCE i • h DETAIL #5 PCC CURB OPENiNG N.T.S . ~XISTING POWER POLE ."--GUTTER FINISHED SURF,\CE TO MATCH EXISTING AC FINISH SURFACE TO NOT OBSTRUCT FLOWS DISTANCE PER SCE SECURE CONDUIT AS DIRECTED BY SCE SWEE. P/.BEND-\ PER SCE CRITERIA \ I \ lEXISTIMG SIDEWALK DETAIL #6 CONDUiT STUB-UP N.T.S< ~---;~ 01-27-05 ,!._ Dl-18-05 "' .-----=.!.. 01-04-05 a 3558 10-26-04 !;,j ,--------------__:._ ____ ,--,~=:'~Dil-....eO::.o:f>i'--,--,-----------,-i:i;;;;:;;w:;;---;;:-;,:;;;;;;:;:;;;;:;---1---------c-=·=7' ___ 04_-/J_5_-0_4 c§ ~§2a~~i;' APPROVAL RECOMMENDED COAST HIGHWAY CHANNELIZA 110N Drv1c Engineering Civil • Surveying a Planning lB Technology Drivr, Suite 100 Irvine, CA 92618 (949) 75:3-9393 FAX (949) 753-9322 '>'· "':, r,lc0~~<'\ • r--+--+-----------i-----i ./ /,( /,l CORONA DEL MAR SHEET /l'!%J' •t"t ·--~r-• • i/s'f(,§' Na.38485 ii~i·1--+---!---,------------i---1 R.C.E. NO. 65ciiii CROSS SECTION DETAILS C-1 ~ \O:.y\-.-.Exp, 3·3 l 1."'' I -·:::-l---l--------------t:;:;;;~~DA~TE~~2,~/ .. offi1~/io~!{'--9i-::::::::-:---::::::--:-:=:::-:::-;:::;:-:::::::::-:-~-i-:::-:::-:-::-:---=--i ~ t ,~_,, /'.,___,----'--, * r fi:: ~~'!~' ~oA_TE....,L_sv_L_ ___ D_Es_cR_1P_T1_0N _____ _,_AP_P'_D • ....,,,DE,,,Sl,,.,,GN=ED,...J=M~L~=-----;JM1 CITY OF NEWPORT BEACH R-5874-S iJi ~,• CA\31' • • RE"1SIONS CHECKED DJM D1~uARY 27, 200, PUBLIC WORKS DEPARTMENT SHT 3 OF 29 ! CALL T□LL FREE 1-800-422-4133 BEF□RE YDU DIG MACARTHUR BOULEVARD CAF?NA !lON A VENUE i-iEL/0 TROPE A VEl1lUE (EXISTING 30" LBCWD WATER MAIN ) GOLDENROD A VtNUE DEMOLITION 0 SAWCUT AND REMOVE ORIGINAL COAST HIGHWAY /' THICK R£/NFORCED PCC PA VE/JENT. 0 SAWCUT AND REMOVE £)(/STING AC PAVEMENT. AGGl?EGATE BASE TO ACCOMMODATE 2.S SELECT IMPOf(T PLANTING MATERIAL PER DE.TAIL #IA ON SHT J. 0 SAWCUT AND REMOVE EXISTING AC PAVEMENT, AGGREGATE BASE TO ACCOMMODATE 3' SELECT IMPORT PLANTING MA 7El?IAL PER PER DETAIL #1 B ON Sd T J. . 0 SAWCUT AND REMOVE INTERFERING PORTIONS OF Tri£ MEDIAN CURB AND PAVERS TO ACCOMMODATE THE NEW MEDIAN, THIS INCLUDES REMOV4L OF EXIST/NC AC PAVEMENT, PCC PAVERS AND AGGREGATE BASE AS SHOWN ON DETAILS #2A AND #LB ON SHT J. (~ REMOVE EXISTING SIGN, POST AND FOUNDA !ION. i'JOTES: (el SAWCUT AND REMOVE' AC, AB AND SUBGRADE TO '~'.,I ACCOMMODA T£ NEW LATERAL/SLEEVE/CONDUIT. 0 REAfOVE EXISTING REFlECTIVE MEDIAN MARKE.'?. ® REMOVE EXIS11NG BACKFI.OVI, ABANDON MET£.f? AND SERVICE PER CITY OF NEWPORT BEACH U11UT/ES DEPARTMENT INSTRUCTIONS. @ cur AND PLUG /RR/GA TION LINE AT THE MAIN. @ REMOVE EXISTING SOD ro ACCOMMODATE NEW 2 1/2" CONDUIT. • @ TREE TO BE RELOCATED BY C!TY OF NEWPORT BEACH STAFF PRIOR TO CONSTRUCTION. ® SAWCUT AND REMOVE EXISTING PCC SIDEWALK AND REPLACE IN KIND TO ACCOMMODATE NEW SLEEVE/CONDUIT/CAB/NET. SAWCUT LIMITS SHALL BE JOINT TO JOINT. DAHLIA A VENUE COAST HIGHWAY w w I:': 12 KEY NOTES: [_ 1 I PROTECT ITEM AS NOTED IN PLACE. '---------~·------------···-----·-------------------------------·-------------- i) C, z < fr'. w ro r O;'. ~ :::, :::, 0 0 !\ l-U O w n.. tr) 6 ' !"') ... - iN ~ ' ..,. >.fl +_,,,_ ro oo "' "' -~ DAI-ILIA A VENUE FTR. 1~11 i:Ar A VENUE , ,_ :JLL. 159+00 GOLDENROD AVENUE EXISING 36" MWD WATER EXISING 30" LBCWD WATER MAIN~ . :t • / ' ' ; ', ' ' 1=b 0 z < "' a:, WI= "' -l r ~ I \ ::, :::, 0 0 rERNLEAF A VENUE .t63+DO , z 0 z. I= < -0:: :::, >-m ~I c:, 01 w :::, Q. CL I-LL w _j w -·-· ........... . .,.... w (/) iS w (/) z GRAPHIC SCALE '" I I I .I 1 IRIS AVENUE COAST HIGHWAY D~1c Engineering Civil O Surveying • Planning 16 Technu!ogy Drive, Suite 100 Irvine, CA 9261 ll (949) 753-9393 FilX (949) 753-9322 0 20 '±± [ -I '° ,~ 11.m I I I ( Ill FEET ) 1 h1ch ~ 40 ft. JASMINE A VENUE 173+00 (EXISTING 30" LBCWD WATER MA!N I ----:-t;(;..·=-.. • .. •• ·=•·••·····~ 957 : w z ::i if) < 0 ,._ .. _ J--,--:,-;;;...:;;:..'.;'7~1!,±;f~OO;;;;;;=;;;;,.,.;;;;;,,~-.,--- { . /. -'--~-• ; at ::J rn C 177 ,5,;) Oi-27-05 Of-18-05 IJl-04-05 C-3558 10-26-04 04-05-04 APPROVAi RECOMMENDED :OAST HiGHWA y CHANNELIZATION 1----1----1------------1--1 J/fY~-CORONA DEL MAR ~-4--+------------+--1--=,cs;;1v'ii:'1LE1ENm'G1iNfNETIEj?'ifc<e... STA. 1."2+00 TO STA. 177+00 R.C.E. NO. 65081 .,, SHEET C-2 :g r-L <, I -c:, i;; 2§ DATE -2..b1 I•'>' DEMOLITION ~ L_l__J _____________ +--1..:::.::.:.;;:::::~~t;;;;;=::==~!---"1 APP'D. DESIGNED JML DRAWN JM CITY OF NEWPORT BEACH R-5874-S c:, I--..L _ _L. ____ R_E_\ll_sr-oN_s ______ ,___-tc;;;:H"'Ec;;;:K"'rn;;-0-JIA1;D"J:cn,IB=-:u-AR_Y_2_7 __ -2005 PUBLIC WORKS DEPARTMENT ' SHT 4 OF 29 ! -------------~--·-·-·· ---------·-------· ------------"------- DATE BY DESCRIPTION clASlv!!N[ A VENUE N'1"k~/SSUC' , ilC'/1/I iE 1 /i,\\_,, · ._, I-\ VL SU 1- ::r: . (.') -O::'. I I lu z -' LARKSPUR A VENUE ''", .,.,,, ~..,__ :. J . ,-... -,- \ .. -J) NAF?CISSUS A VENUE DElv10L!TION NOTES: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 0 SAWCUT AND REMOI/E ORIGINAL COAST HIGHWAY 1' THICK REINFORCED PCC PAVEMENT, ORCHID A VENUE 0 SAYIVUT AND FIEMOVE EXISTING AC PAVEMENT, AGGREGATE BASE TO ACCOMMODATE 2,3' SELECT IMPORT PLANTING MATER/Al PER DETAIL #1 A ON SI-IT 3. 0 SA~IVUT AND REMOVE EXISTING AC PAVEMENT, AGGREGATE BASE TO ACCOMMODATE 3' SELECT IMPORT PLANTiN( MA TFRIAL PER PER DETAIL #IB ON SHT J. 0 SAWC:UT AND REMOVE INTERFERING PORTIONS OF 7/1E MEDIAN CURB AND PAVERS TO ACCOMMODATE THE NEW MEDIAN, T/-11S INCLUDES REMOVAL OF EXISTING AC PAVEMENT, PCC PAVERS AND AGGREGATE BASE AS SHOWN ON DEl"AllS j2A AND #28 ON SHT 3. (~) REMOVE EXIST/NG S/Gf/, POST AND FOUNDA 7/0N. MARGUERITE AVENUE.• EXISTiNG 30" LBCWD WATER MAIN w z :::J COAST HIGHWAY 183+00 'r:7•::..:: ' ' ' ,, ~ ' ' '\./.,/.·. '\, '.':,;··, \ • • ;~s )<i,;,::i: : .. \ · • .. ~).\'>.,•.· Rtrr:B ' >''\ (;;?,s ' AAiRr'LJER'7" A' ENI 11'-\ 0,.,:.::>•' u _ ,,,_ .,.v. j~ DQ/11/ c;-:"'1lA A i/lCNIJ•-1, 1-... C. f I VLlC 30" LBCWD WATER MAIN "'·''""'"'''• '"•"'''"'·' ·-· ' 7 • _,,,., "'' ••• ''"'""' •• ,., """ "" "·""o•¼S • 19~HOO (:,0 ; -:~-,;~J=--:,, .. "' ~, 195fUO ----- COAST HIGH!A/.4 Y 0 SAWCUT AND REMOVE AC, AB AND SUBGRADE TO ACCOMMODATE NEW LA TERAL/SLEEVE/CONDU/7: 0 REMOVE EXISTING REFLECTIVE MEDIAN MARKER. 0 REMOVE EXISTING SIGN, POST ANO FOUNDA T/ON. SALVAGE SIGN AND REINSTALL PER lOCA T/ON ON SHT 13. @ SAWCUT AND REMOVE EXIST/NG PCC SIDEWALK AND REPLACE IN KIND TO ACCOMMCDA lE NEW SLEEVE/CONDUIT/CABINET. SAWCUT LIMITS SHAU • BE JOINT TO JOINT. I POINSETTIA A VENUE KEY NOTES: G PROTECT ITEM AS NOTED IN PLACE ADDITIVE BID. IT£f.4 tJAJ r -~\ ,.J,, • • •' -,-]:;~I k~;·1~B§7+~···9,_.20 ~-i~·~I;)§~~ ~ -o .~ ,;;..; ~ ~86fD0 re ~ ~ ••··YJ'). • ... •• ,, --·• -·o•\ • , 0 ~ ~ ~, @ t?\\ 14 'j . / •. .' 6 . '' 0 z . : e'i MAF?!GOLD A VENUE Ct'. t= ::, ::, Ut5 GRAPHIC SCALE 0 F f I 20 I "' I r ( IN FEET ) 1 hmh ~ 40 It. POPPY AVENUE ••••y=••w ·199+:oa POPPY AVENUE l-lAZEL A VENUE NAHC!SSUS A VENUE NAF?C!SSUS A VENUE HAZEL A VENUE 01-27-05 :g 01-18-05 '~ "' 01-04-05 I -"' C-3558 70-26-04 @ 04-05-04 SC c:, TT·':1"'· 7TT7"'T'T.,,..,.TT7=:=:-,..=:=:T"'=:==:=:=:=:T=:=:'"+=:=:==:=:=:=:=:=:=:T':'.'=:=:=:=:=:=:=:=:=:...,.,.=:=:=:=:-,-=:=:=:=:=:.,,-=:~=:----------,----,.----•~-··· ----'F""---------------....,,--·-------,.------.------------......,---,.,,.,,.,.,,..,.....,..,,,,....,..,.,..,,..,...,....,,.....,....,,.""""f ................................... ----,.,,,...,,,.,,. ....... ~=:=:=:=:=:=:=:=:=:= ,,·. i,. .. .. . I . i ' l. I l • 1 •. H i >, 155+00 154+00 155+00 156+00 1/iACAF/ THUR BOULEVAi.c;:O CARN AT/ON A VENUE .., 0 I I I I £ I l I ~ (6, ~ ~ CUFM: DATA i NO. DESCRIPTION !::,. R L ---0 8" CURB 132"10'57" 5.0' 11.54' CALL TOLL FREE 1-800-422-4133 0 CEtffERLINE 35"00'30" 1600.()' 977.62' IJEF□RE YOU llIG 157+00 DAHLIA A VENUE PROFILE HORIZONTAL: 1 "ac40' VERTICAL: 1 "=4' COAST 1-IIGHWA Y GRAPHIC SCALE '" "' ,. I I I ( !11 FEET ) 158+00 . ' • :: '-• ; ., 158+42.33= 158+54.10 159+00 159+00 DAHLIA A V[NUE 160+00 160-H)Q ,· -·cc..~--, S14'27'0v.0"-cE~· -c-~~- 151 +oo 0 OJ "' N "' + "' J!!J r::>---J.---/··---- ' (2) 49 4 "' Lu n. ffi ~ . ..1 I _j -0 ....J [!: t, zw ~ 0 :r: ~(/) 162+00 163+00 CONSTRUCTION NOTES: (j) CONS!RUCT M£DiAN TAPER PER APWA STANDA'?D PLAN 140-2, L AND W PEI? PLANS. @ CONSTRUCT a• CURB PER DETAIL #4 ON SHT .J. @ CONSTRUCT MEDIAN FLARE PER APWA STANDARD PLAN 141-1, L AND W PER PLANS. @ JACK AND BORE 4• SCHEDULE 40 PVC SLEEVE TO ACCOMMODATE /RR/CA !ION CONDUIT PEl? DETAIL If.JC ON SHT 3. @ JACK AND BOHE 4• SCHEDULE 40 PVC SLEEVE TO !.O ACCOMMODATE NEW 2" WATER SERVICE PER DETAIL . I /JA ON SHT 3 . • 12 ! .. · • r~_·· -• to@ CONsmucr 2· SERViCE LATERAL AND METER PEI? CIT( f-OF NEWPORT BEACH SW-503-l. ---1 O J::j {Jj) INSTALL 2" BACKFLOW PREVENT/ON ASSEMBLY PER CITY J: OF NEY/PORT BEACH sm-520-L • 162+00 Cl ',;: 153 ® CONSTRUCT (1) 2• AND (1) !" SCHEDULE 40 PVC -----1~ ~ CONDUITS FOR IRRIGATION CONTROL WIRES. --+='·=+-+~·~ ® CONSTRUCT 2• SCHEDULE 40 PVC ij',<I TERUNE. ~ W ® CONSTRUCT SINGLE-METER CABINET PER CITY OF (fJ z NEWPORT BEACH STD-206-L. ...J@ INSTALL (I} 2• AND (/) I" SCHEDULE 40 PVC CONDUITS I iN SLEEVE FOR /RR/GA 7/0N CONmOL WIRES. ~ (ijj) INSTALL 2" SCHEDULE 40 PVC WA TERUNE IN SLEEVE. :;E {w) JACK AND BORE 4" SCHEDULE 40 PVC SPARE '---' SLEEVE FOR FUTURE US£ @ INSTALL 20 AMP BF/EAKER .AS INSTRUCTED BY THE _., CITY OF NEWPORT BEACH @ TRENCH, BACKf7LL W/71-1 NATIVE AND REPLACE AC/AB WITH FULL DEPTH AC, PER CITY OF NEWPORT BEACH STD-105-l ~-A. ~ FERNLEAr A VENUE ro 0:: ::, o, KEY NOTES: L!.J PROTECT ITEM AS NOTED IN PLACE. 0 PLAN77NG AND /RRIGAIION PEl? SHEETS 19-26. 0 POWER FOR /!?RIGA T/ON CONTROLLER TO BE PROVIDED BY THE CilY or NEWPORT BEACH. /Jl-27-05 ~ >-----1,.!. 01-18-05 "i" 01-04-05 ,s C--3558 10-·26-04 fui. 1 inch ~ 40 • !t. -of> --~--.--------------.--,-~=::c--=o::-c-=c:::----,-------------,---..i_;..04;_-....:0..:.5_-o'-',4 ,---------------------------,----::==~~~7 c§ ~f-' ---l---j•-----------t-----iAPPROV,A_7A R REECCOO~MMENDED . ~OAST HIGHWAY CHANNELIZAllON Dl'vlc Engineering Civil • Surveying " Planning 18 Technology Drive, Suite 100 Irvine, CA 92618 (949) 753-9393 FAX (9-i9) 753-9322 .:f;,_<,,~.-; .1 Meo"" ~ ~ • CORONA DEL MAR SHE ET (/~'/:t-~~ 'eff-H---l----!----------------+---1------CIVIL ENGINEE j1};J/i:g No ,~483 ''. R.C.E. NO. 6.081 STA. 152+00 TO STA. 163+00 C:-4 ~ '!,'.! \ • -•v • • DATC 0 .J-i /~ _. PLAN AND PROFILE ~ . '~~~~" ;;1-□-A-n:-+-B-Y_jf------o-E-sc_R_1r_11_0N------+A-P-r,..·o-. io;E::,s1";,GN;,;E;:□=~Mt~:;-~~R~,A;;;~;;;IN:::";;;;;;;;;;;;;;;J;;Ml~--C-I_T_Y_O_F_t_✓_E_W_P_O_R_T_B_E_A_C_h_'_~_R ___ 5_s_7_4 ___ s_-l ! CHECKED DATE "" REVlSlONS DJM J.ANUARY 27, 200t PUBLIC WORKS DEPARTMENT SHT 6 OF 29 ?J; ~\ -CALL T□LL FREE 1-800-422-4133 BEFORE YOU DIG I • l • ' ·11 ' ' l . 183+00 164+00 GOLDENROD A VENUE 1 EXISING 36" MWD WATER MAIN·-~ 0 f64+00 NO. DESCRIPTION © 8" CURB © 8" CURB 0 8" CURB © a· CURB 165+00 cumrc DATA l::,. 17701 '57" 150"53' 48" 143'44'22" 174"59'17" 0 z ,- "1 X w R 3,0' 4.5' 4.0' 3,0' - ' 166+00 COAST. HIGHVvA Y GOLDENROD A VENUE L 9.27~ 11.84' 10.03' 9.17' 40 0 t=rn· I I l 167+00 168+00 PROFILE HORIZONTAL: 1 "=40' VERTICAL: 1 n=4' :i.O I R P -A \ICA(Jr HEL/0 r, ,o t. A VL, 11 ·- C. ,,, '•.,: 22 21 • • -·. --I-·· . 168+00 , GR.APHIC SCALE "' ., "" I I ------j ( lN FEET ) i inoh = 40 f!. ~ D w :::, 169+00 w w °' ,_ 0 z ;::: X Lu z 0 -, "' 0 <D + CJ) CD ,- < ti) ( I /_ r·1 1u-'}?OPE 1,-L I \ , -~ I Otn ,_ °' z:::, 00 i= (') UJZ Ze· ~~ !-w '°z OC--::,O 0--, z G LrJ !Il .. I .. : . • I , '- ' " ' : ,'.: . .PROPOS::D MEDIAN "i 170+00 ct: w "-"' ~ "' m ~ N + 8 0 " ,-2 < 0 ,_ z (J) w t'-' r: ••••• ·~ II i "' .,;, ·•.··~·· '·<:.~t ' ' -·-...· ··...; ' , -,·. --~ '. '' '; ' ; ' " ' '" """ •• . . ··+ • ... • ..• (@® . ' ' ..:. , ,___ ~-' .:-... , .. PRO . 171 +00 172+00 /RIC: JI .I ,,..; AVENUE 0 0 ~ w· w w et: "' ..,: :SN " 0 ii 0 <O ,,, "-,_j "' '1' "' N z N 0, r--< + + ,-0 ,-Lu ,_ " ;,; ,-:::, ,- 1'.11 < ~ z ~ (') (f) (/) w [lJ w fr'. "' 5 w "-a. "' ro ,!, ,-z "' ..,: "' < z "' 0 N 4 + + ~ L,j 0 -::, N w ,.._ " :::, -z· ,--'° ~~ ;5 c,N li..i Ii ~. (f) ffi _j 1'.11/W FOR IMPROVE!\1ENTS SEE SHT i 1 DETAIL 0 A~ DMc Er1gineeri11g Civil • Surveying " Planning HJ Teehnology Drive, SuiLe 100 Irvine, CA 92618 (949) 753-9393 FAX (949) 753-9322 DATE BY DESCRiPTION REViSIONS ro w "' CJ:'. :s m t'-"-+ N z t'-< r C w ~ :::, CJ z w u m ID "' "' + N ,.._ ,- < ~ "" 173+00 u ro 0 OCJ "' "' + i'.: ,LJ ow lf?!S ,AVENUE CIVlc ENGINEE R.C.E. NO. 6o081 DATE 2./01/0,;- DRA\'1N ,APP'D. DESIGNED I JML QJ,EKEO DA1E I 'i'. ' ' ' -';,.' ' CONSTRUCTION NOTES: @ co,vsmucr MEDIAN TAPER PER APWA STANDARD PLAN 140-2, L AND W PER PLANS. @ CONSTRUCT 8' CURB PER DETAIL /4 ON SHT 3. @ CONSTRUCT MEDIAN FLARE PER APWA STANDARD PLAN 141--1, L AND W PER PLANS. @ INSTALL PULL BOX PER CIT( OF NEWPORT BEACH STD-204-L AND LABEL AS INSTRUCTED BY THE CITY OF NEWPORT BEAC/-1. @ JACK AND BORE 4" SCHEDULE 40 PVC SLEEVE TO ACCOMMODATE !RR/CA 7/0N CONDUIT PER I.RR/GA 7/0N PLANS. (si) JACK AND BORE 4" SCHEDULE 40 PVC SLEEVE TO \:.'.) ACCOMMODA 7E 2" WATERLINE PER /RR/GA T/ON PLANS. KEY NOTES: G PROTECT ITEM AS NOTED IN PLACE 0 PLANTING AND /RR/GA 7/0N PER SHEET 19-26. I ~----I~ 01-27-05 1-::-,---,,,-,-=-1 rt 01-18-05 °;' 01-04-05 i:;; COAST HIGHWAY CHANNELIZATION CORONA DEL MAR SHEET C-5 STA. 163+00 TO STA. 173+ 70 ~ PLAN AND PROFli.E c:, "' CITY OF NEWPORT BEACH R-5874-S c:, JM 6 "' DJ:.-i JANUARY 27, 200~ PUBLIC WORKS DEPARTMENT SHT 7 OF 29 ~ ~ .,,qi tf) I u CALL T□LL FREE 1-800-422-4133 BEFORE \'OU DIG n "' ..,. "' + 1"l I"• ~ ~ (/) l .. ! .. • -:r I LPROP~SED. MEDIAN ;c ·-• • ' ; . . . ' ,,,,~,-. y ' 174+00 175+00 C::" f"J "' WO "' w CL 11 (L 'AS"f'A'£'' i'E :ii: ::J: i" .Ji, 1,1,v u + .w Z~"" <t z -,,CQ ,... ..; "' -ID 0, ~ 0 -": WH w IX) :>:-' "' :::; OJ t1 + z Cl l'.l z v "' w w ~ ro ~ a:: Lw [L ..., ~ "' ..;' z v ..; + 8 <t r, ::;; ~ ~ 0 {;j 0 AVENUE m u:, "' ,... ,... + ITT ,... ~ ~ (.I) . -' • ? r .~~-,,.,,,.~.:~ .. ~- PROPOSED MEDIAN 176+00 'i '1 ' ~ ;- .. - 177+00 COAST H!GI-/WAY u 0) a CC! " u " "' CD L,J a N + N "' "' .,-._ ...;-• • ,, ,v ~ '1-,0 i-"' + + (D "' (fl "' "' . ,,,- ,,: ..; ->-"' "' "' JAS!AINE ' v·r:-1·vu1 ,.. A ~ C ., " <. " •' ., • '" ••• '" • . ' . ' .. c·: ·-.i: --:, ---· -P, OPOSED MEQIAN -TC SURFACE • ' ' . ',, ' ' ;_, ',' -- " ; ,, " ' .' . .: . ; .• . . ' " ' '. ".,,' ..• > i .•. -··-;·-'. -.·--: ·,, .. --.-.E,:XISTING -FlNISf;iE -SURFACL'. AT (t I -I '" ,I 178+00 "' n::-o "' LIJ_ 1 A 9K5'P' !JO A v.-A ., ,, .. " "-II L I . , . ~ I\ f:_, VUt: ,... ;'.:',:;: <D a:: + r<) w u ,... z .• "-w ,... 6f6 N r': ~ 1"l lf) Ld II + "' i':: 00 z ::E ~J N "' < (/) ... ,... z 0 + 0 ~ w (JO :::; I"· w -~ m 0 z -~ w (/) tt: '-" tl'.'. "--;,: w (L "' ,- "' ~ r<) Z-o "' c,J "'~ ,:,; z ,... f3Jt "' <( + + "-::;,::< ro Cl " "' w Z-o ~ ;:, ~ '-'"' ;:: Cl WII z o:J_j (11 L,J GRAPHIC SCALE ., a 20 .. 00 I ! j I I i I I l 1 I I i I I { IN FEl,1' ) 1 inch = 40 ft. 179+00 PROFILE HORIZONTAL: 1 "=40' VERTICAL: 1 "=4' "' --0 m ro C'1 a:: + co ::, rn "' 0 "' + 0 "' ~ ,-. .. z ,= "' (f) <( X t, LU z 0 -, m "' ::, "" 0 >'.l Cl ro z t.O t;; + "' x ..... w ~ z 0 ti) -, 180+00 "' "' "' ,.,. OC) z +o cr, !L I'-ll.! _J i':S '" U) ~ (J) "' N "" + C "' - ~ [f) LARKSPUR 11 VENUE 181 +00 I-z 0 CL SJ ---' "' z <( 0 ,.,. z ~z --< "'"'o wzw CL <l'. ::l: N cf~ ,,, 't ' 0 zmz "' <(!)::'.'.!-+ 0 ::, (11 ~ wOX aJ ::;; z L,J ,< 0 0 z !i, zwo wen-, "' "" :::, ,nu '° " ro z "" -+m -x "'w 1 a2+00 FOR 1~4PROVEMENTS SEE SHT 11,_,_,, DETAIL t,Bt? -- Drvlc Engineerir1g Civil • Surveying O Planning 18 Technology Drive, Suile 100 Irvine, CA 92618 (il49) 753-9393 FAX (949) 75!1-9322 • .. .. I 183+00 184+00 \ A111.RGUCf-?I TE A VF'/1/U[ ' -·-.. 1:, . NO. CONSTRUCTION NOTES: @ CONSTR!JCf MEDIAN TAPER PER APWA STANDARD PLAN 140-2, l AND W PER PLANS. @ CONS'TRUCT 8" CURB PER DETAIL 1/4 ON SHT J. @ CONSTRUCT 8" PCC CURB OPENING PER DET4/L #5 ON S'.'-/T 3 TO AUOW DRAINAGE FROM EAST SIDE OF STREET TO WESltRl Y CATCH BASIN. _,,.-., { 50) JACK AND BORE 4• SCHEDULE 4D PVC SLEEVE TO ACCOMMODATE '--' /RR/GA 7/0N CONDUIT PER /RR/GA T!ON PLANS. ® JACK ANO BORE 4• SCHEDULE 40 PVC SLEEVE TO ACCOMODA TE 2" l'i41ERLIN£ PER IRRIGA T!ON PLANS. KEY NOTES: l_:j PROTECT ITEM AS NOTED IN PLACE. 0 PLANTING AND IF/RIGA 7/0N PER SNCETS 18-215. CURVE DATA DESCRIPTION 6. R I L I 0 a· CURB 186'09'Hl" 3.0' 9.76' © 8" CURB i 182"35'19" 2.75' 8.77 ® 8" CURB 179"59'53" 2.75' 8.64' (0 t:r CURB 174"31'11* 3.51 10.67' ' 0 s· CURB 174'56'43" 5.0' 15.28' 10 CENTERLINE 43'14'00" 2100.0' 1584.58' i. • I 01-27-05 :fl t-c-,--c-,,-~,-l ,-!. 01-18-05 '°;' 01-04-IJS a D ~ "' ~ ~ ';, ~ IS>-~ <;b <::..,;; ' --r --= <.! {~ "' ~ ~ l'l, [;_ '-I 'I' ' ---' ' ,.,..,_, ·-,--·. • . , : • I '''"""'-,- --PROPOSED S, 0 ! ' A ' --- ------~ ~--c ~, i ~,--------------I _ - . 'J '"' ';" ""-·, .~,. ' ', 'j' "' 1 " •j i - ! •> - -----I • - t ' '!'. ··-' .. - ' "'~""-~" ; ' ; : ... "' ~· i I I I I I '• ~H -------i -'Ji -__ -__________________ _J__ _________ _:_____:_____:____~_:_____:_____:____=-::__i_:____=:_±,;_c_c=.~=~=~='--'--'--'-'--"'--'--=-'-'-''-----'---'--'---g ____________________ L;_;, ____________ ____L______L__c;_;_l::_ ________ ____L__~~____L__J_j_-'-"--'--""'-____L______L__ ____ ,;_c____l____L__~""'-~____L______L___l__L:.;__;_~____L__~____L__..L.:_J~µ-'-:::::=-::_:_Y__J_-'-"--'-------"-'--=i--'-'-~;___.;;_:.Le__'--'--~=~ __ _: '-"-' 184+00 co I u t:; Ow o:x:--------+ (/) I ---~ ------------------~ ct) L.tJ ·---·--·--~- --~ --.. ::~ ao---~ ---~- i:S W -----•i,/L~"'--''c· CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG :;g z <( 0 w ::, G z ~ ~ ~ X w ,,., ,,., N ID + .;- "' ~ ~ (/) ro '1'. 0 :::, OJ 0 0 <I C-0 z VJ tii C') + X <1-w ro -z 0 ;:: -, (/) 185+00 ADDITIVE BID ITErl✓ #A3 186+00 lvfAR!GOLD A V[NUE 187+00 188+00 189 t00 COAST H/GHWA Y A1ARIGOLD A VFNUC ~ + <O ro 1BB+OQ • 0 [D 0) ,,-, "' <D + co (0 ~ NARCISSUS FOR 1~4PROVEMENTS SEE SHT 11 DETAIL t,Ct, GRAPHIC SCALE "' 0 ,0 "' .. I \ I I I I I I ! I J C ( IN FEET ) 1 inch = 4-G fl.. ····----·--·-··-····-~ .. PROF!LE 190+00 191+00 191+94.17= HORIZONTAL: 1 "••40' 192+ 12.66 VERTICAL: 1 "=4' 0 LJ "' 0 r---,,, + rn "" ' i IC'ILJC A VL.IV L w z :::J URCH!D A VENUE ·0---7© -,-~ ( -~-o -·"'" V 51 _ w 0 ,'.;: m u ¥5 m o t'--'-" ~ ::;; -~ <D "'! 0 v N 0) ct'. CJ> ~-L') lL :+ + + ~ "' -w "' "' "' z ~ ~ ~ "' ~id 1./J! "'7" ORCHID AVENUE Divic Engineering Civil O Surveying 0 wl "'1 v, . , 01 U:l ,..,.., N Ol ,- ~ 193+00 CONSTRUCTION l'JOTES: CONsmucr MEDIAN TAPER PER APWA STANDARD PLAN 140-2, L ,4NO W PER PLANS. CONSlRUCT 8" CURB PER DETAIL /4 ON SHT 3. fi4' ADJUSI" SEWER MANHOLE TO GRAD£ PER ORANGE COUNTY '-::.::,' SAN/TA 1701-1 DISTRICT ORA Vi1NC NO. S-055. @ INSTALL (1) 2" AND (1) 1" SCHEDULE 40 PVC CONDUITS IN SLEEVE FOF/ !RR/GA !ION CONTROL Wll?ES. @ INSTALL 2" SCHEDULE 40 PI/C WA TER/JNE IN SLEE:11£ @) CONSTRUCT 9• FULL DEPT/-/ AC. [5Q', JACK AND BORE 4• SCHEDULE 40 PVC SLEEVE TO ACCOMMODATE -.;::_'::) !RR/GA f/ON CONDUIT PER !RR/CA 170N PLANS. @ JACK AND BORE 4" SCHEDULE 40 PVC SLEEVE TO ACCOMMODATE 2' WATERLINE PER !RR/GA 7/0N PLANS. KEY t-.JOTES: G PROTECT ITEM AS NOTED IN PLACE. 0 PLANTING AND /RR/GA !ION PER SHEETS 19-26, CUFNE DATA NO. DESCRIPTION l:::. R I L ' © a· CURB 135'31 '34" 8.0' 18.93' . © 8" CURB 115·51 ·oo· 5.5' 16.98' ®' 8" CURB 180'12'33" 5 ~~ ·~ 17.30' ® 8" CURB 17,34'55" 6 "' •V 20.16' © 8" CURB 180'45'42" 2,75' !l.68' 0 a· CURB 179'59'53" 3.5' 11.00' © CENTERLINE 43'14'00" 2100.0' 1584.58' I C-3558 APPR0VA RECOMMENDED 01-27-05 :g 01-18-05 ..l "' 01-04-05 I -<:, 10-26-04 11! 04-05-04 c§ SHEET 1----l------1--------------+--1-· CIVIL ENGIN c 7 R,C.E. NO_ STA, 184+00 TO STA. 193+00 ,-,_, COAST HIGHWAY CHANNELIZA110N CORONA DEL MAR L-l--L-----------1-,---!;oA;T;E ;;_;;""-~/;;;;0~1 ~I O~,;::;;;;;:;;==f---:-::::-:---::P-::LA_N:--:A-::N::::D::-::PR-::O-::F_ILE=-:-::-:-:--t---------j i APP'o. oEsicNrn JML DRAWN ,111.½ CITY OF NEWPORT BEACH 1--'R'-'-'-s::;_ca;:...7;...4..c.-'""'s~ c1 CHECKED DATE I PUBLIC WORKS DEPARTMENT SHT 9 OF 29 ! DJM JAIJUARY 27, 200!l DAIT BY DESCRIPTION REVSI0NS • \J\ 193+00 1--w VJZ ...J I u ~ '.2: \ ~~~·~, .c ) ll~Y I ' , V / CALL T□LL FREE 1-800-422-4133 BEFORE YOU DIG "' t: I 1 I I I 194+00 I w z ::::; ~ ,_, "' z ,_ Cl) [J 0 I ,0 I l " ' _· : 195+00 196+00 PO/N::;;T (!IA.· A VENUE 195+00 196+00 -"----.,1::~ GRAPHIC "' j u !D POINSETTIA A VENUE SCALE ., I ( IN FEET ) 1 inch -40 it. 160 I 197+00 198+00 POPP y /, i/f""A// !!~ ' ,,~,__/VL,,. \ \ COAST H/GHWA Y 198+00 ooop;v A 1/CNU' C , I I , , V L, L., CURVE DATA NO. ! DESCRIPTION [:;. R L ©I !!" CURB 176'21'36" 3.5' 10.78' 199+00 , 199f-O/J ~ 200+00 200 CONSTRUCTION NOTES: @ CONSTRUCT MEDIAN TAPER PER APWA STANDAl?D PLAN 140-2, L AND W PER PLANS. ,~;\ \!!3) CONSTRUCT 8' CUl?B PEI? DETAIL f4 ON S/1T J. KEY NOTES: ~, j_lj PROTECT ITEM AS NOTED IN PLACE: r:;;7 PLANTING AND IRRIGATION PER S1/EETS 19-21!, , _ _J DMc Engi11eering Civil O Surveying O Planning Hl Technology Drive, Suite 100 Irvine, CA 926 Hl (949) 753-9393 FAX (949) 753-9322 APP'D, APPROVAL RECOMMENDED "-"'--IVlL ENGINEER R"C.E. NO, 65 DATE ?..-/01 oS- rn'-' ;,;,f JML JM CHECKED DATE l DJM JAflUARY 27, 200:'l --··----··· -·--·--· COAST HIGHWAY CHANNELIZAllON CORONA DEL MAR STA. 193+00 TO STA. 200+00 PLAN AND PROF!LE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT Ol-27-05 :g 1--',---'-',--'°'"1 ,-L Ol -18-05 "' 01-04-05 ,k SHEET C-8 ~ "-c:, aj R-5874-S C, ~ SHT 10 OF 29 "" 0, CONTROLLER PER .1 .. 22·. i I . SHEET Ll--2 ~ CALL T□LL FREE 1-800-422-4133 BEFORE YOU DIG COAST HIGHWAY I 170+00 'I DETAIL "A" CURB AND GUTTER 47 ------------._ CONTROLLER PER SHEET Ll-2 INSTALL CLEAR OF PARKING ARE.A. ,•-' EXISTING STORM ''·•:, ',• 1NTERCEPT EXISTING SCE CONDUIT. TRAFFIC LOADED PULL BOX UD DAAIN~ GRAPHIC SCALE 20 0 ,o 20 <-0 I I I ' ! I r I ! ' I J I ( IN FEfuc! ) 1 Inch ~ 20 fl. lvf ARGUERI IE A Vt-NU£ \ I I -------+ COAST HiGRW-AY--- CONTROLLER PER SHEEf U-3 f1fARGUEF?iTE A VE/VUE DETAIL "8" 00 I D11c Engir1eerir1g Civil • Surveying O Planning l8 Technology Drive, Suite 100 Irvine, CA 92618 (949) 753-9393 FAX (949) 753-9322 MARIGOLD A VENUE DETAIL "C" CONSTRUCTION NOTES: @ INSTALL NO. J--1/2 F PULL BOX PER CITY OF NEWPORT BEACH STD-204-l ANO LABEL AS INSTRUCTED BY TH£ CITY OF NEWPORT BEACH. @ JACK AND BORE 4" SCHEDULE 40 PVC SLEEVE TO ACCOMMODATE /RR/GA TION CONTROL CONDUITS PER DET.AIL #JC ON SHT 3. @ JACK AND BORE 4" SCHEDULE 40 PVC SLEEVE TO ACCOMODA TE NEW 2• WATER SERVICE PER DETAIL #JA ON SHT 3, @ JACK ,1ND BORE 4• SLEEVE IV ACCOMMODATE ElECm/CAL CONDU/T FOR FUTURE LIGH"f/NG PER DETAIL /38 ON SHT 3. @ CONSTRUCT 2• SEf/11C£ LATERAL AND MC/ER P£f'I Cf/Y OF NEWPORT BEACH STD-503-l. @ INSTALL 2• BACKfI.OW PREVENTION A55EMBL Y FER CITY or NEWPORT BEACH STD-520-·l. @ CONSTRUCT (1) 2" AND (I) 1• SCHEDULE 40 PVC CONDU/75 FOll IF?.F/IGA 770N CONTROL WIRES. @ CONSrRUCT 2 112" SCf/EDULE 40 PVC CONDUIT FOR FUTURE LIGHTING WIRING. ® INSTALL NEW 6" RW GATE VAlvE' WIIH 3-FOOT PVC PIPE ON £17HER £ND WITH LONG BODY COUPLINGS. ® REPLACE/REPAIR EXISTING SOD. ® CONSTRUCT 2• SCHEDULE 40 PVC WA !ERLINE: ® PROVIDE J" CONDUIT SlVBBED-UP EX/SllNG POWER POLE FOR CONNEC7/0N BY SC£ PER DETAIL /18 ON SHT J. ® CONSTRUCT SINGLE-METER CABINET PER CITY OF NEWPORT BEACH STD-206-l. @ INSTALL (1) 2• AND (I) 1• SCHEDULE 40 PVC CONDUITS IN SLEEVE FOl? !RR/GA 7/0N CONTROi. WIRES. ® INSTALL 2• SCHEDULE 40 PV.:: WATERLINE IN SLEEVE:.'. @ CONSTRUCT 9• FULL DEPT/-1 AC. @ CONSTRUCT NEW DOUBLE-METER CABINET PER C!TY OF NEWPORT ~ BEACH STD-207-L. REMOV!: AND SALVAGE OLD SERI/ICE. ~ INSTALL 2 112• SCHEDULE 40 PVC CONDUIT IN SLEEVE FOR FUTURE LIGH7/NG WIRING. 8 INSTALL TAYMAC COVE.RED DUPLE)( OUTLET WITH WtA TliER PROOF COVER Willi 1" SCHEDULE 40 PVC CONDUIT. @ CONSTRUCT 2• CONDUIT W/7H 2-/18 VI/FIES FOR TRAFAC SIGNAL @ JACK AND BOFIE 4" SCHEDULE 40 PVC SPARE SLEEvi: FOR FUTURE USE. @ INSTALL NO. 5 F PULL BOX PER CITY OF NEWPORT BEACH STD-204-L AND LABEL AS /NS7RUC7ED BY THE CITY OF NEWPORT BEAC/-1. @ NEW SEl?VICE LINE SHALL BE /.A/STALLED IN EXiSllNG TRAFFIC SIGNAL CABINET. C/TY SHALL BE NO?IF/ED 48 I/OURS PRIOR TO CONNECllON. CALL GEORGE BENARD (949) 644-3348. BATTERY BACKUP SHALL 8£ UliUZED DURING SERVICE CONN£C710N. @ INSTALL 20 AMP BREAKER AS INS7RUC7ED BY '/HE CITY OF NEWPORT BEACH. ® TRENCH, BACKFILL WITH NA71VE AND REPLACE AC/AB WITH FULL DEPTI-I AC. PER CITY OF NEWPORT BEACH S!D-105-L-A. @ CONSTRUCT 3• CONDUIT ro PFIOViDE POWER TO CABINET. KEY NOTES: ii! PROTECT ITEM AS NOTtD IN PLACE. L_J 0 PLANllNG AND IRRIGA 770N PER SHEET 1.9-26. • CALL T□LL FREE 1-800-422-4133 BEFORE Y□U DIG --7 I I i ' STA 177+05 ro STA 177+73 STA 172+25 TO S1:4 172+54 ' STA 187+80 TO STA 188+66 , .. .f-----+-······-·····-·-+----~-+-----l--·--+-~---~-,~----+---- STA 167+26 TO STA 167+48 STA 173+55 TO STA 173+85 I '" i :,•t----+---~------:-•--i-' ---~-,-.-----+----+---+ ( i 'i',,·\ '<'.,'''., . • I i STA 162+23 TO STA 162+45 STA 170+29 TO STA 171+23 I I STA 192+50 TO STA 193+41 ! STA 175+77 TO STA 176+45 DMc Engi11eering Civil O Surveying ~ Planning lll Technology Drive, Suite 100 !rvine, CA 92618 (949) 753-9393 FAX (949) 753-9322 f-----f---~-,..-----~--·-··-··-~-;.· ----+-----+--------.,-, --1 ./ ~ STA 186+33 TO STA 187+28 ---~-~~---,-! ------..-,-----~------·-+~-----i--'·i-11 I ! ! ,._ ' '' '. ! ' ' I ' ' STA 174+45 TO STA 174+99 STA 194+30 TO STA 194+78 STA 189+37 TO STA 190+00 01-27-05 Ol-18-05 01-04-05 C-3558 I0-26-04 i 04-05-04 COAST HIGHWAY CHANNELJZA TION CORONA DEL MAR SHEET R,C.E. NO. TYPICAL SECTIONS C-10 DAlE 2./01{0~ ' APP'D, DESIGNED DRA\'IN CITY OF NEWPOf<T BEACH R-5874-S JML JMI CHECKED DATE PUBLIC WORKS DEPARTMENT SHT 12 OF 29 DJM JANUARY 27, 200 ~ ~ 'l' -C, !cl! ;:§ ~ "' gj ~ ..,_ "' fitfA CAR Tl-I UP BOULEVAFr'D 154+00 )~ ~~ CALL TOLL FREE 1-800-422-4133 llEF□RE Y□U DIG 765+0.0 GOLDENHOD A VENUE DAHLIA A VENUE CARN AT/ON A VENUE • •'-·•"-" '°""'"m"•~ i67+00 SIGNING STRIPING AND NOTES: @ INSTALL CAL TRANS STANDARD "NO PEDESTRIAN CROSSING, US[ CROSSWALK" SIGNS R9-3 AND f?9-3B. @ INSTALL CALTRANS STANDARD "ONE WAY' SIGN R6-2. @) INSTALL CALTRANS OMH2-2H MARKER, 6" X 12" STRIP OF YELLOW RE7ROFl£C7iHc SHEETING. COAST HIGH(A/A Y 159+00 -------;--+-, 62· Cl H'•i /QTPQD'" A' ,,_.,11 IC CL r n r C. ' Vt.n UL @ INSTALL CALTRANS STANDARD ~"10 U-TURN" SIGN R3-4. @ INSTALLED l'ELLOW REFLEC7iV£ MARKER PER CALTRANS TRAFFIC MANUAL MARKINGS DETAIL 29. FERNLEAF A VENUE !! 1-u o LiJ a... "' 0 '1 -N..-;t '¢" (j) ++ OJ OJ Ii)"' ~ 159+00 DAHLIA A VENUE I ,w l=f:1 ! !r?IS AVENUE COAST HIGHWAY 5r R6-2 R3-4 0MH2-2H ND R9-3 !USE¢' l CROSS.~"ll( J R9-JB SIGNS N.T.S. DMc Engir1eering Civil • Surveying • I'lanning 18 Technology Drive, Suite l 00 /A\. Irvine, CA 926Hl ~'-(949) 753-9393 FAX (949) 753-9322 0 I I I GRAPHIC SCALE " "' I I ( !N FE~i'i' ) 1 lnch ~ 40 IRIS ; 11.C'IIIC /l1 vLl'VuL "" I lt. FEF?NLEAF A VENUE '" I SIGNAGE AT MEDIAN NOSE DETAIL N,T,S. GOLDENROD A VENUE. 1$3f00 176+00 164+/JD t;: w _j ..-- ..... I ,,..-,m•"• ''" .. ,._,_ ~"'""""' .... [a~ .,,,~: : 'A .. ,, i/Aj"" A 11-N/ '[ u !:J,Vi1/\t . 1 vt u C-3558 -0/-27-05 01-18-05 0/-04-05 10-28-04 04-05-04 ~ ..!, 'i' -"" 8 c§ L4RKSPUR A VCNUE o/···_ ... _.----- ....... ·, ,,· __ . I . .: . -·o.. E: - ··~--~ I::: ,_ ~"'--· • -• c-:·::c-::~':;;,;~:!~;;:<,_-i:! -1-..::. -VJ .· ·----. _. . ·-J_ . • . ·; ··, _..., . .JASMINE A VENUE I NARCISSUS A VENUE CALL TOLL FREE 1-800-422-4133 BEFORE Y□U DIG SIGNING STRIPING AND NOTES: @) INSTALL CAI. TRANS STANDARD "NO PEDESTRIAN CROSSING, USE CROSSVl.4LK" SIGNS f?9-J AND 1?9-38. ® INSTALL CALTRANS OMH2-2H MAf?KER, 6" X 12" STRIP OF YELLOW REll?OFl£CT/VE SHEETING. @ RELOCATE EXISTING "CORONA DEL MA.'? BEACH PAR!(" AND "CRYSTAL COVE STA TE PARK" SIGN TO l'rlE SOUTHWEST SIDE OF THE MEDIAN @ INSTALL CAL TRANS STANDARD "NO U-7/JRN" SIGN RJ·-4. @ INSTALL PAVEMENT MARKINGS PER CALTRANS TRAmc MANUAL MARKINGS DETAIL 29. ® INSTALLED n,ILOW REFl.ECTlVE MAf/KER PER CAL TRANS TRAmC MANUAL MAF/K/NGS DETAIL 29. LA.RKSPUR A VENUE ORCh'ID A VENUE ORCHID A VENUE MARGUE.RI TE A VEJVUE i COAST 1-1/GHWA Y ONE WAY => R6-2 R3-4 R9-38 SIGNS N.T.S. St OMH2-2H MAF?!GOLD A VENUE ADDITIVE BID ITEM 1,:tA3 183+00 COAST HIGHWAY \ 11/f.ARGUf-}-?/TE A VENUE POINSETTIA A VENUE POINSETTIA A 1/ENUF -PROPOSED R3-4 SIGN 11, /PROPOSED CURB 0,25' -:;:;;,.,,===1i;':::';;====== /-r Y \ PROPOSED LANDSCAPING PROPOSED R9-3 AND R9-38 SIGNS L PROPOSED R6-2 SIGN -PROPOSED OM2-2H MARKER ON FlEX181 0 MOUNTING SIGNAGE AT MEDIAN NOSE DETAIL N.T.S. t85+0D MARIGOLD A VENUE GRAPHIC SCALE "' 0 "' ,. 00 I I ' I I I I ! I LJ I I I (IN FEET) l Inch ~ 40 !!. pnpp' \/ A , 1c,11 r· , \..,,. 1 , , VL.l\iVt HJB+OO '""'" 199+00 -· ' POPPY A VENUE "' I I 200+00 SHEET C-12 INSTALL MESSAGE BOARD: "MAJOR ROAD CONSTRUCTION ON COAST HIGHWAY CORONA DEL M.AR USt ALTERNATE ROUTE." P!_ACE ON COAST HIGH\NAY PRIOR TO THE INTERSECTION OF JAMBORE!:.. (SOUTHBOUND) AND NF\A/PORT COAST DRIVE (NORTHBOUt\JD); PRIOR TO THE INTERSECTION OF MACARTHUR BOULEVARD AND SAt~ JOAQUIN H!LL ROAD (WEST BOUND). INS-c_AL!_ "LANE CLOSFD AHEAD" SC-10 (CA) AND "USE ALTt:.RNATE ROUTr SIGN Oi'J COAST HIGl-l\/1/AY PRIOR TO AVOCADO AVENUE (SOUTHBOUND). \ ~ i§3) --..c..--1/ CALL T□LL FREE 1-800-422-4133 BEFORE YOU DIG 250' SIGN SPACING 250' SIGN SPACING FERNLEl,r A VENUE :;: ?l 0 + u a ,.., 0 u ID .lJ + ~ ~ ~ ... "' ~ ~ ~ ~ V> ~ J. c,:: FERNLEAF A VENUE . . .. lv/ACliRfHUR BOULEVARD \'120-1 1 OOO'~N~o=RT=H=E=RL~Y-o=F-TH_E __ _ 0 0 COAST HiGHWAY AND MACARTHUR / BOULEVARD INTERSECTION C30:,--,---,-,,,-,,,~-,,--,,...-,,-~~---'/r-~--->~o•' 490'± LENGTH OF CLOSURE BEGONIA A VENUE 313' TAPER GOLDENF:OD A VENUE 0 0 0 .., + 0 "' "' - ~ (/J 150' TAPER ------------"-'----- N 0:: ,-.. w + "- ~ ;:E ~ 0 ~ i'5 q \ 0 0 0 + "' "' ~ ~ 0 "1 u GOLDEN.ROD A VENUE 0 C20 END .GAD WORK G20-2 LEGEND EXISTING STRIPING CONSTRlJCTION SIGN (TEXT AS NOTED) 0 o TRAFFIC CONTROL DELINEATOR OR CONE WORK ZONE R3-4 CJO W20-4 FLASHING ARROW DOARD KEEP c:c;> HIGH R4-7A LANE CLOSED USE ALTERNATE W20-1 TIWl:JC CONTROL SIGNAG.E N.T.S. AHEAD ~Ol!TE GENERAL NOTES 1. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL (CHAPTER 5-MANUAL OF TRAFFIC CONTROLS) AND WATCH MANUAL. 2. ALL S!GN!NG AND STR!PING SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL, STANDARD PLANS AND SPECIFICATIONS AND CITY OF NEWPORT BEACH GU!DELINES. 3. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES. 4. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 5. CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION AND SHALL MAINTAIN ALL DEVICES DURING WORK HOURS. 6. WHEN CONSTRUCTION IS NOT BEING PERFORMED. ALL LANES SHALL BE OPEN OUTSIDE OF WORK HOURS. 7. ALL TUBULAR DELINEATORS SHALL BE 36" MINIMUM HEIGHT AND CONES SHALL BE 28" MINIMUM HEIGHT ·AND SHALL INCLUDE 12" HIGH INTENSllY REFLECTORIZED SLEEVE, 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL TRAFFIC CONTROL DEVICES REQUIRED BY THE CllY OF NEWPORT BEACH TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 9. SEE SPECIFICATIONS FOR WORKING HOURS. 10. NO WORK !S PERMITTED ON SATURDAYS, SUNDAYS OR HOLIDAYS UNLESS APPROVED BY THE CITY ENGINEER. 11. CONTRACTOR SHALL RESTORE ANY AND ALL STR:PING, PAVEMENT MARKINGS, AND TRAFFIC SIGNAL LOOPS DAMAGED OR REMOVED DURING CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 12. CONTRACTOR SHALL TELEPHONE THE CITY OF NEWPORT BEACH INPSECTOR AT LEAST TWO WORKING DAYS ( 48 HOURS) PRIOR TO STARTING TRAFFIC CONTROL DELINEATION. DAHLIA A VENUE 13, ARROW BOARDS SHALL 8E USED ON ANY LANE CLOSURES ON ARTERIAL HIGHWAYS. '"" 0 ""• 6'""' . O~,.., o ''•, '', .• ",,.._: ' CARNATION A VENUE HELIOTROPE /1 VENUE 250' TAPER 'l, 0 .. , .. , .,~--. 167+/JQ ,0 I 1 I I I I I 1, 0 " I I [~n DMc Engineering Civil c Surveying • Planning I' 18 Technology Drive, Suite 100 /A\ I Irvine; CA 92615 ~ "---J (949) 75:l-9393 FAX (949) 753-9322 COAST HIGHWAY GRAPHIC SCALE "' ,oo I I ( IN FEET ) 1 inch =:: 50 !t.. 250' SIGN SPACING .1-/[l!Oll,;OPE AVENUE 200 I 14. A PRE-CONSTRUCTION SIGN SHALL BE POSTED 10 DAYS PRIOR TO CONSTRUCTION, WITH THE LIMITS OF WORK, WORKING HOURS, ETC. THE PRE-CONSTRUCTION SIGN SHALL BE REVIEWED AND APPROVED BY THE C!TY ENGINEER. 125' TAPER DAhVA A VENUE 250' SIGN SPACING IRIS AVENUE "' ro + N ,-.. ~N . ... I ,-:o· I-' N (fl <.!l IRIS AVENUE DAI-ILIA A VENUE ::1:7 +o '° IN ,o Cl - f I $1 ;t; COAST HJGHV'IA y U'.l --1 ·o ~~ IRIS AVENUE I--. I 0 0:: o, le---.. :_ :;--::;-::;,~--~~⇒lg .:jtlJ. ·O 0-k~-~-.--- Otcd .. o ---" -O•-., (/) CALL T□LL FREE 1-800-422-4133 BEFORE Y□U DIG I MAf?GUER!IE A VDVUE ,,-. .. , " • f" DA/fl/A A VENUE INIS AVENUE olo 00' ..-, +lo I')' oo' MA.RGU[R/ TC /1 VENUE 250' TAPER JASMINE A VENUE m"' ,n w FEHN! EAF A VENUE JASII/INE A VENUE 250' SIGN SPACING ;1; ~ MA.R/GO/D A VENUE 00 -z •cj i'.':w u,m o .. e ___ , ___ _ MAP/GOLD A VENUE ·o ~"' U) 0 250' TAPER M Er I l I 0 ! i I 125' TAPER 0 0,: "' w GOLDENROD A VENUE + <L ra r,; -o g ifi GRAPHIC SCALE ,, .. 100 ) I I I ( IN FEET ) 1 lnch = 50 ft. LAi?KSPUR A VE.NU[ 250' S!GN SPACING NARCISSUS A VENUE ---I-~;;: J~~--C----_ -.-=.=--=-··· ~-... NARCISSUS A VENUE ''" I I 0 0 o ·-·--,..o-,---•. HE.UO!NOPE A \IENUE \ MAAY.,'UEi?iTE A VENUE HEL/OlHOPE A VENUE lt\JSTALL MESSAGE BOARD: "MAJOR r<OAD CONSTRUCTION ON COJI..ST HIGHWAY CORONA DEL MAR USE ALTERNATE ROUTE." PL.ACE ON COAST HIGHVVAY PRIOR TO THE INTERSECTION OF JAMBOREE (SOUTHBOUND) AND NEVVPORT COAST DRIVE (t\lORTHBOU1'1D); PRIOR TO THE INTERSECTION OF MACARTHUR BOULEVARD AND SA~~ JOAQUIN HILL ROAD (WEST BOUND). INSTALL "LAt\JE CLOSED AHEAD" SC-10 (CA) AND "USF ALTERNATE ROUTE SIGN ON COAST HiGH\VAY PRIOR TO AVOCADO AVt.NUE (SOUTHBOUND). C 0 C20 END ROAD WORK G20-2 0 R3-4 KEEP =;> RIGHl R4-7A LEGEND 0 EXISTING STRIPING CONSTRUCTION SIGN (TEXT AS NOTED) TRAFFIC CONTROL DEUNEt,TOR CR CONE WORK ZONE C30 W20-1 W20-4 LANE CLOSED AHEAD SC10 (CA) FlASHING ARROW BOARD USE Al.TERNAiE ROUTE TRAmc CONTROL SIGNAGE N.T.S. NEU0TR0PE A VENUE '' • "'"'•-··•-.. ~ • ••··" -·«" .. 1671-00 INSTALL MESSAGE BOARD: "MAJOR ROAD CONSTRUCTION ON CO.AST HIGHVvAY CORO~~A DEL MAR USE ALTERr✓ATE ROUTE." PLACE ON COAST HIGHWAY PRIOR TO THF INTERSECTION OF JArABOREE (SOUTHBOUND) AND NEV/PORT COAST DRIVE (NORTHBOUND); PRIOf~ TO THE INTERSFCTION OF MACARTHUR BOULEVARD AND SAN JOAQUIN HILL ROAD (WEST BOUND). !-/ELI0FR0PE AVENUE INST/,LL "LA~~E CLOSED AHE.A.D" sc---10 (CA) ALTtRNATE ROUTE SiG~~ 0[\J COAST HIGH\IVAY AVOCADO AVEf'.JUE (SOUTHBOUl\lD). AND "USE PRIOR TO () vvu I CALL TOLL FREE 1-800-422-4133 BEFORE Y□U DIG Iv/ARGUER/TE A VENUE MA!jGUtRITE A VENUE MARGUER/7£ A VCNUE LAH.KSPUF? A VENUE \ IRIS AVENUE JAS4.f/Nf: A VENUE ID I>,: ,.., < "'° w " ,._ + ~ ·+ i !X) ··_·-~ "' a:: I'- '° w -z . ..,_ + ~ s . ·.:..i F.:: ~ •.;:,; 0. Ill • r.,1.1n-_--Cl ' u' r:'i • g I lo 0 I: 0. " 0 pg+OO -~-- JO b N •c:, ,.., 7 v i I<) 0 + ;!: ~ IC 0ro ,.., ~~ ,.., 4! v ~ -:r:o "' tr ~ ~! ~ 0 it w ~ I'-~ ~ 290' SIGN SPACINt3 IRIS AVENUE ~ .c LARKSPUR A VENUE C20 END ROAD WORK G20-2 0 0 233' TAPER ~ 250' SIGN SPACING 300' TAPER ~ ~» R3-4 ~ ~EEP => iGH R4-7A C30 WZ0-1 W20-4 LANE CLOSED I AHEAD SC10 (CA) FLASHING ARROW BOARD USE ALTERNATE ROUTE TRAFFIC CONTROL SiG~E N.T.S. Iv/AR/COLD A VENUE r:; b o O·i! oof •oo 0 ... 0. ...... . 186+00 ••••• ,..,0 ~o I m lO O:'. J; w ro a.. ~i'.:S ·o ~z (I) w ivfAPIGOLD A VENUE JASMINE A \IENUE LEGEND 50 0 lB_J I EXISTING STRIPING CONSTRUCTION SIGN (TEXT AS NOTED) 0 0 0 0 TR.AFFIC CONTROL DELINEATOR OR COf'.JE WORK ZONE 250' ~ TAPER ~ 25 I GRAPHIC SCALE ( IN FEET ) ,00 l I l Inch = 60 It.. w, I 250' TAPER ORCl-!ID A VENUE ~ !JJ 250' TAPER NAHC/SSUS 11 VENUE 187:f-OO 0 ORC/--110 A VENUE "' "' ,,!_ ..--,-,-,,-,,...-,,-cl"' 01-27-05 ~ 01-18-05 NARCISSUS A VENUE C--3558 01-04-05 ~ __________________ .:...:..:.:...::...:...::-=:7::_.:...:..~~~~:;;;:~--1 -1 ------------1-"fAPPiiOVAµECO~NDE;:--7r;:;;~~~~~~~;-~~;;;1----'---7<:§ r APPR~vA REcoMMENDrn COAST HIGH WA y CHANNELIZATION 11 s;:t10fES e---1---1--------------t--; /J E DIVfc Engineerir1g .1~;;:;-:-~G,;, ~c::: CORONA DEL MAR SH ET /1,'.!;~<v" ,5• , .... _ Cl\1l ENGINEEt PHASE 3 C 1 ,-c' ·1 " • Pl • ~1'" ,<t v,e., Rc 0 No 6 os1 • ~ -o .1v1 • ;:iurvey1ng 0 ann1ng 0! "' o z\,e--+---1-------------+--i! " •"· , . "" •• '~10. No. 38483 :u,,.,,1 / / ,,.. TRAFFiC CONTROL "' ,, w, • 1~, DATE _L 01_ 0:. c:, t'J,· Hl Technolo2 __ y Drive, Suite 100 ,(~ \ ~-~.1.05 / ,,4,·~ --+--~~------------f-::::::::-f~~-~~-:aa--aj:;--~-~===I "' /A'\ Irvine, CA !l26Hl \~~~--c~~C:~)I DA1E 8Y DESCRIP110N APP'D, ,DESlG D JML JM: CITY OF NEWPORT BEACH R-5874-S ~ ~------' (949) 753-9393 FAX (949) 753-9322 ·•tc'ciicii/i•"'.,7 REv1SI0NS CHECKED DATE PUBLIC WORKS DEPARTMENT I SHT 17 OF 29 ~ _________________________ _j_ ______________________ l_ _ _.:::'.::::~~=--_L____ ~---------------l'-----=D_JM~J_AN_U~A~RY~27,_200 __ " ______ " _____________ ,__" ________ ~ / ' .-:~ m, • . • ' ' l CALL T□LL FREE 1-800-422-4133 BEFORE Y□U DIG "' "' + 0::, "' -... ~ "~ ~ <( "' ,, <N I + ~ "' ro -~ ~ g <fl u A AHEAD -~LO·Sr"D C20 END 110AJ WORK G20-2 " \ '' ' 50' MiN •• (TYP) a R3-4 KEEP => 'RIGH R4-7A J-1,s;¼t, , c // iz:;vut~ ,M,Slvl!NE A VCNUE OPC/11D A VENUE r::I <fl 0 ~ ;-,.. + "" ~ "' I u, + l -"' • <:" "' ~~ ~ ~ g 0 m1_cr n D ORCHID A VENUE C30 W20·4 !AN[ CLOSED AHEAD W20-1 SC 10 ( CA) FLASHING ARROW BOARD tUSE AcTERNATE ' RGIJTE TRAFRC CONTROL SIGNAGE N.T.S. ' sor MIN (TYPf , "' I l I " 0 r I I I ' ' GRAPHIC SCALE z, "" "'' 200 I I I I l ( IN FEET ) 1 incl; = 50 It. LAPl<SPU/7 A VENUE 0 0 Ok p 0 0 + , () ~ 0 LARKSPUR A VENUE PO!/'JSETT!A A VENUE I~ ~I +-.- "' "' "' ~ ,Ii:! ~ 0 t1 0 ... cl,--.. o•¥" .,.~ 0 1.07+Da :...-0" . •• O•• •m~••••• 0 0 00 "' ':I: w "' ~ 0, ~ z ~ ffi w DMc Engi11ecri11g Civil O Surveying 0 Planning 18 Technology Drive, Suite 100 I Irvine, CA 92618 (949) 753-9393 FAX (949) 753"·9322 MA '7('! 11-'R/ 1·· A "[''/IF ,fi_;,uL I t. v ,Vu_ INSTALL MESSAGE BOARD: "MAJOR ROAD CONSTRUCTION ON COAST HIGH\NAY CORONA DEL MAR USE ALTERNATE ROUTE," PLACE ON COAST HIGHWA.Y PRIOR TO THE INTERSECTION OF JAMBOREE (SOUTHBOUND) AND NEWPORT COAST DRIVE (t--JORTHBOUND); PRIOR TO THE INTFRSECTIO!\I OF MACARTHUR BOULEVARD AND SAN JOAQUI~~ HILL RO.AD (WEST BOUND). INSTALL "LANE CLOSED AHEAD" SC·-10 (CA) AND "USE ALTERNATE ROUTE SIGN ON COAST HIGH\/VAY PRIOR TO AVOCADO AVENUE (SOUTHBOUND). MARIGOLD A VENUE "'" ~ / ____ __, V -• 0 0 185+0/J _Sc -•••• -•0 _ .. 9 _____ ,.~.o-,,..,, " D t!]B+OO , O '-+ ,,,'"'~' a ol ... ·••.·· 0.•· ·S!1.·-o 6\"-'t:·-,·----.. ~01 ~ . • 0 MARIGOLD A VENUE MAE!GUEF//T[ A VCNUE lfAZEL :1 VENUE POPPY A VENUE \ \, 250' SIGN SPACING 250' TAPER "' 0 "' "' ''¢ ,.. ,-~ Ct'. + u tf) I I", w "' ,+ "' + ~ 0, "" "" "' ~ "' "' ~I. ~ ~ 0 • ~ ~ z (/)I ', w • ' (/) , ... o LEGE~~D EXISTING STRIPING ilAZEL A VENUE POPPY A VE.A/UC CONSTRUCTION SIGN (TEXT AS NOTED) 0 0 0 o TRAFFIC CONTROL DEUNEATOR OR CONE WORK ZONE 250' SIGN I I SPACING ,•·;.:~::.::·::::::,.«~ ,,,.,-···· ,.,-··,,.. ~· NORTH 20' C SCALE: 1 "=20' \ \_ ' ' \ \ \ ' \ \ \ \ \ \ \ \ \ \ ' ' \ \ \ \ \ C) 2;)' 40' \ \ \ \ 60' \ \ \ \ \ \ \ \ . .--•-. . ·----~-.,,.,,.-' -.--·••"·'·- ___ ··_· :j:_:·_ --- ,,..: i IRRIGATION POINT OF CONNECTION -WATER-'A': CONNECT ~t~INUNE DIRECTLY DOWNSTREAM OF BACKFLOW w ::) z I.Ll ~ LL <!'. UJ _J & w LL PREVENTER. REFER TO SHEET C-4• FOR WATER METER, SERVICE AND BACKFLOW INFORMATION. PEAK WATER DEMAND: REQUIRED MINIM UM PRESSURE: 34.6 GPM 57.0 PSI POINT OF CONNECTION -CONTROLLER 'A': Lar1dscape LOCATE CONTROLLER IN PLANTING AREA NEXT TO METER CA9INET. VERIFY LOCATION WITH CITY INSPECTOR PRIOR TO INSTALU,T!ON. CONTACT HYDROSCAPE FOR CERTIFICATION WITH CITY CEt~TRAL CONTROL. SEE SHEET C-4. 120 VAC TO CONTROLLER LOCATIOI, SHALL BE PROVIDED BY SCE UNDER SEPARATE CONTRACT. STATION RUN ORDER SHALL MATCH PLANS. Total Concept Architect11re, Inc. □ CORPORATE OFFlC[: JOSEPH A. VAR.ONfN AS.LA .. CA#i737 27005 SMYTH DRIVE, VALENCIA, CAUFORN!A 91355 (PH} 6G 1-702-1011 {FX) 661-702-0283 □ !RVINE OFFICE: 1340 REYNOLDS AVENUE, !RV!NE, CP,UFOR..NlA 92514 (?H) 94!:1-25{H 6 i S (FX) 949-250-i 801 / I f 0 D}1c Engineering Civil " Surveying " Planning Hl Technology Drive, Suite 100 Irvine, CA 9261!1 (949) 753-9393 FAX (949) 753-9322 / • •f '-----·--·-·, 34.6 / w ::i z UJ >· <'•. LI.. < w _J z 0::: w I.L D/,Tt gy UESCRIPTION .A.PP'D, RE\l!SIONS APPROVAL RECOMMENDED 1/ CIVIL ENGINEE R.C.E. NO. 6 081 DAlE _ -:z./01 / ,:,!;; CE.SGNEJ) , . ~h H.t:L CHEC,FD JATE \ HK fli( ANIJARY 18. 200. B 0'<) d < A V ~ i' o~., s NORTH SHEET MAP SHEET 'A1 NTS 1-1a-05 C-3358 10-26-04 04-05-04 COAST HIGHWAY CHANNELIZATION CORONA DEL MAR SHEET L!-1 LANDSCAPE :RRIGA TlON PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5874-S SHT 19 OF 29 . ,, C C CALL TOLL !'°REE 1-800-422-4133 BEFORE YOU DIG w :::i z I.Li ~ 0 0 [l'.'. z l!..I Cl .. ~ .. 0 CJ NORTH 20' 10' 0 SCALE: 1"=20' / / 20' lJj ::i z LU > < U) 0:: 40' j . w :::> z I.I.! ·····> <( 0 0 n:: z UJ 0 _J 0 C} Lil :::v /[TI ' .... <( Landscape Total Concept Architecture, Inc. 0 CORPORATE OFFICE: JOSEPH A VARON!N A.S.!.A CA#i737 2t905SMYiH DRIVE, VALENC!A., CALIFORN1A 91355 (PH) 661-702-1011 fFXl 661-702-0293 iJ lRViNE OFFiCE: 1340 REYNOLDS /<VENUE. iRV!NE, CAUFORNIA 92!314 (PH) 949-2-50...1£15 (F)fi 949-250-1801 if) er: 43.2 POINT OF CONNECTION -CONTROLLER 'B': LOCATE CONTROLLER IN PLANTING AREA NEXT TO METER CABlflET. 1----- VERIFY LOCATION WITH CITY INSPECTOR PRIOR TO INSTALLATION. CONTACT HYDROSCAPE FOR CERTIFICATION WITH CITY CENTRAL CONTROL. SEE SHEET C-5. 120 VAC TO CONTROLLER LOCATION Sl-!ALL SCE UNDER SEPARATE CONTRACT. BE PROVIDED BY STATION RUN ORDER SHALL MATCH PLANS. ... -._-~-.---,~~---·· ' I -----~ f DMc Er1gineering Civil O Surveying O Planning HI Technology Drive, Suite HJO Irvine, CA 926111 (949) 753-9393 FAX (949) 753-9322 DATE BY DESCRlPTiON REV!S!ONS "" ;, .. ,,._,. ~------... \,,.__ IRRIGATION POINT OF CONNECTION -WATER-'B': CONNECT MAINLINE DIRECTLY DOWNSTREAM OF BACKFLOW PREVENTER. REFER TO SHEET C-5 FOR WATER METER, SERV!Ci: AND BACKFLOW INFORMATION. Pc.AK WATER DEMAND: REQUIRED MINIMUM PRESSURE: \CJ; LC) I C R.C.E, NO. 6 081 DATE Z./<01 /ost; APP'D. DESIGNED H:L CHECKED DATE HK HK ANUARY 18. 200'. 41.6 GPM 56,0 PSI UJ ::, z w, >'· ~ IJJ :z ·- ' ' .... , 1,-1••~1 ' .. y.,--I • r / D 4i.6 NORTH SHEET fVlAP SHEET 'B' ____ _,, NTS i-w-o5 C-,;35g i0-26-04 ~ I 04-05•-o4 C:OAST HIGHWAY CHANNELIZATION CORONA DEL MAR SHEET Ll-2 LANDSCAPE IRRIGATION PL.~N CiTY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5874-S SHT 20 OF 29 ~ ' lJ' o< "l --1 ) \J D / ' I D I ® ~8 ~v·~-~ CALL TOLL FREE 1-800-422-4133 BEFD,½!E YOU DIG 1 () 7 (.),._,) 1 ' I -h NORTH ADDITIVE BID ITEM #A2: DESIGN-BUILD THE IRRIGATION FOR THE ISLAND SOUTH OF THE MARGUERITE/COAST HWY INTERSECTION. CONTRACTOR SH/ILL DESIGN-BUILD THE IRRIGATION SYSTEM WITHIN THESE LIMITS. THE SYSTEM SHALL USE THE SAME EQUIPMENT AS LISTED WITHIN THIS DOCUMENT SCHEDULE, SEE SHEET Ll-4. Ai_L SYSTEMS SHALL BE DESIGl'1ED TO 100%, HEAD-TO-HEAD COVERAGE. DESIGN AND CONSTRUCTION SHALL MEET INSPECTORS APPROVAL. . ·•· If---"'"·'""'''•--- i I ' ! • l j . 1 ' 1 !I -- 20' 10' Q 20' 40' 60' SCALE: 1"=20' /\ 'l" 179-r :._,U IRRIGATION POINT OF CONNECTiON -CONTROLLER 'D': LOCATE CONTROLLER NEXT TO MITER CAFJINET. VERIFY LOCAT!ON WITH CITY INSPECTOR PRIOR TO INSTALLATION. CONTACT HYDROSCAPE FOR CERTIFiCATION WITH CITY CENTRAL CONTROL. S:".:E SHEET C-7. 120 VAC TO CONTROLLER LOCATION SHALL BE PROVIDED BY SCE UNDER SEPARATE CONTRACT. STATION RUN ORDER SHALL MATCH PLANS. Landscape Total Concept Arcl1itectl1re, Inc, 0 C0RP0RA,TE OFFICE: J0SE?H A VARONIN A.S.L.A. CA#~737 27905 SMYTH DRNE, VALENCIA, CAUF0RNIA 91355 {PH) 601-702-1011 (FX} 661 °IG2--0293 □ IRVINE OFFICE: i340 REYNOLDS AVENUE, !RVINE, CAUFORNLG; 92614 (PH} 949-250-i615 (FX) 949-250-1801 , \ZOBZc,c ,,. . <[) ,'cf;fd',--! :J;: ·I ~ , --'~~;;4L • D~ic Engineering Civil c Surveying O Planning 18 Technology !Jrive, Suite 100 Irvine, CA 92618 (949) 753-9393 FAX (949) 753-9322 \ cothR;\GTOR SHALL TAKE EXTREME CAJlE.TO. PROTECT EXISTii"G TOPIARY r---n ?CANT MATERIALS. CONTRACTOR SHALL REMOVE AND GIVE TOSTHE. CITY INSPECTOR THE EXISTING IRRIGATION\ co:\JTROLLER AND ANY AND ALL .C_b.BIN.. ms. VALVES AND ANY OTHER .M/'ifEKIA\S REQUESTED BY THE CITY. INSTALL A PULLBOX IN EXISTING CONTROLLER LOCATION FOR TERMINUS OF ALL VilRES PERTAINING TO REMAINING OPERAflNG SYSTEMS ON THIS MEDIAN ISLAND AND FOR THE MEDIAN ISLP,ND SOUTH OF THE MARGUERITE/COAST HWY INTERSECTION. .. ,,, <,HIS, AREA SHALL BE PROTECTED IN ---PLACE. IRRIGATION SHALL BE ADJUSTED IRRIGATION PO!t~T OF CONNECTION -CONTROLLER 'C': L.OCAT[ CONTROLLER IN PLANTING AREA t,EXT TO METER CABINET. VERIFY LOCATION WITH CITY INSPECTOR PRIOR TO INSTALLATION. CONTACT H'r'DROSCAPE FOR CERTIFICATION WITH CITY CENTRAL CO'~TROL, SCE SHEET C-6 AND C-8. 120 VAC TO CONTROLLER LOCATION SHALL BE PROVIDED BY SCE UNDER SEPARATE CONTRACT. STATION RUN ORDER Si-i,\LL M1\TCH PLANS. -/ TO 'NE\V,CURB LIMITS. F / ")f-y-="I , .,•"r \ .J' 1 E.) •·t-:+~ \_ j / " .--~· / ~ . . ,,-/_~~-•"< { ,-;:.,i;,.,::.;,;r ... ' .. --·_:·i.,,·.' 3/A." """ ___ ,~:__....-_ --;~:,.---; j -- ilRRIG.4T!OI\I POINT OF CONMECTION -WATER-'D': CONNECT MAINUNE DIRECTLY DOWNSTREAM OF BACKFLO\V PREVENTER. REFER TO SHEET C-7 FO,'< WATER METER, SERVIC[ AND BACKFLOW INFORMATION. PEAK WATER DEMAND: REQUIRED MINIMUM PRESSURE: 31.6 GPM 60.4 PSI NORTH , SHEET MAP SHEET 'C' 1-18-05 Nl-S C-3j-58 /0-26-04 04--'05-04 !--~1----1------------1----! APPROVA~ RECOMMENDED COAST HIGHWA y CHANNELIZATION J&-. ;2,/, ,d · CORONA DEL MAR I---J.---1----------------l---l--~~--• SHEET Ll-3 DATE GY D!:SCRlrlf!ON .A.PP'D. REVlSIONS R.C£ NO. 60081 DATE 2.../,:,1/ 0~ DESIGNED DftAWN CHECKED DAE HK 'ANUARY 18, 2005 LANDSCAPE IRRIGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5874-S SHT 21 OF 29 23.8 f-(JO 24.1 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG r PRESSURE LOSS CHART VALVE: A1 GPM: 34.6 I' Y-IA TER METER I" BACKFLOh PREVENTER H/4" MASTER VALVE i-!/4'( FLOW SENSOR 10 LF OF 2" M.AINL!NE f'ln-lNGS (20% MAINLINE LOSS) l-i/2" Rf:MOfE CONTROL VALVE LATERAL LINE LOSSES, (FIXED) ELEVATION(+) UPHILL,(-) DOHNHILL SPRINKLER OPERL\TiNG PRESSURE, CD TOTAL SYSTEM LOSSES, SUMMARY, HGL ELEV: POC ELEV: PSI AT POC: @ AVAILABLE STATIC PRJ"SSURE AT POG, - REQUIRED S,'STEM MINIMUM PRESSURE, CD ® RESIDUAL PRESSURE, @ -CD 20' 10' 0 20· 40' NORTH SCALE: 1 "=20' 260' 108' 65.8 1.3 PSI 10.0 PSI 4.5 pC~i ~- LO PSI .I PSI .I PSi 35 Pc.cl ~- 5.0 PS! " PSI -~ 25.0 PS1 51.0 PS! 65.B PS! 51.0 PSI B.B PSI 60' G 31.6 / 1/2' -~'---+- IRRIGATION LEGEND· . PRESSURE LOSS CHART VALVE: 83 . --,,·-j·. \ HGL ELEV: POC ELEV: 2eo· I 108' I PRESSURE LOSS CHART VALVE: D5 HGL ELEV: POC ELEV: I I I I SYMBOL PRODUCT I\ TORO I\ TORO A TORO D TORO a TORO 0 TORO " TORO 4, TORO fit] TORO SYMBOL PRODUCT ~ --I I ,Ai HYDROSCAPE ' ,~\ ~-' HYDROSCAPE & HYDROSC,APE t, /D\ HYDROSCI\PE §) CARSON lX) FEBCO ® 6RISV'iOLD rf-i;ill RAINMASTER l><l MATGO (Ii RAINBIRD 0 6RISrlOLD 2u ---- 1/2'' 7" -----:+.<~ --- ---· ----<) ----·------ ~, -.! GPM:41.6 PSIATPOC: 65.8 GPM: 31.6 PSI AT POC: 260' 102' 68.4 ---.::t -____ 2" ,~ATER METER H/2" BAGKFLOl'l PRE:YEt!l t:R H/4" MASTER VALVE H/4" FLO/l'l SENSOR 100 LF Of 2" MAiNLINE FITTINGS (20% MAINLINE LOSS) H/2" R!:MOTE C.ONTROL VALVE LATERAL LINE LOSSES, (FIXED) ELEVATION(+) UPHILL,(-) DOHNHILL SPRINKLER OPERATINS PRESSURE, Ci) TOTAL SYSTEM LOSSES, SUMMARY, @ AYAILP,BLE STATIC PRESSURE AT POG, REQUIRED SYSTEM MINIMUM PRESSURE, CD @ RESIDUAL PP..ESSL1RE. @ -CD l.5 PSi 12.0PSi 6D PSI !.O PSI 1!5 PSI .3 PSI 3.1 PSi 5.0 PS! 0 PSI 25.0 PSI 56.0 PSI 65.B PSI 56.0 PSi '1.B PSi Total Concept Landscape Architecture, Inc. 2" V'lA TER METER H/2" BAC-KFLOV'l PREVENTER 1·-1/411 MASTER VALVE H/4" FLOY<. SENSOR 121 LF OF 2" MAINLINE FITTINGS (20% MAINLINE LOSS) !-l/2 11 REMOTE GONTR.OL '/la\LVE Lt'\TERAL LINE LOSSES1 (FLXED) ELEVATION(+) UPHILL,(-) DO,"lNHiLL •1 SPRINKLER OPERATING PRESSURE, CD TOTA.I-SYSTEM LOSSES, I SUM'1,ARY' @ AVAILABLE STATIC PRESSURE AT POC, REQUIRED SYSTEM MINIMUM PRESSURE, CD @ RES!DUAL PRESSURE, @ -CD □ CORPORATE OFFICE: JOSEPH A VARONIN A.S.L.A., CA#i/37 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) ti6i -!02-W1 i (FX) 66F/02o0293 □ IRVINE OFFICE: 1340 REYNOLDS AVENUE, !R.VlNE:=, CAL!FOR.N!A 92G14 (PH) 948<250--1615 (FX) 949-250-13tn :1 PSl !2.0PSi 3.5 PSI \.0 PSi 6.2 PSI I.S PSI 3.5 PSI 5.0 PSi 2.2 PS! 25.0 PSi 60.4 PS1 6BA PSi 60.4 PS! B.O PSI DMc Engineering Civil O Surveying O Planning 18 Technology Drive, Suite 100 Irvine, CA 92618 (949) 753-9393 FAX (949) 753-9322 MODEL DESCRIPTION NOZZLE RADIUS GPM PSI PATTERN DETAIL I 5102 6" POP-UP SPRA.Y HEAD 12-F II' 1.61 20 FULL I/ LCD-2 5i'OZ 6 11 POP UP SP~AY HFAL-1 12-H !!' .95 20 HALF :iTOZ b" POP-UP SPRAY HEAD 12-Q I II' .40 20 QUARTER - 510Z 6" POP-UP SPRAY HEAD 10-H I ci· .60 20 HALF 510Z 6 11 POP-UP SPRAY HE,A.D 10-Q Tei, .30 20 QUARTER 5102 6" POP-UP SPRAY HEAD B-H 1' .en 20 HALF --- 5102 i?" POP-UP SPRAY HEAD 8-Q 1' .Ii 20 QUARTER - ,:,10Z 6" POP-UP SPRAY HEAD 12-F I II' 1.67 20 FULL 2 I LGD-2 l 5102 6" POP-UP SPRAY HEAD 10-F <i' LH 20 f-ULL I ' MODEL DESCRIPTION DETAIL Y,ATER METER LOGATION, REFER TO CIVIL ENGINI':;"R'S PLANS ! --AL'TOMA TiC CONTROLLER 'A'. HSl6SDXl2S/HSDX-03/HSEV-RADIO-KIT/HSEV-.ANT-FD 1 / LGD-1 --AUTOMATIC CONTROLLER 'B'. HSibSDXl2S/HSDX-C3/HSEY-Rl\DIO-KIT/HSEV-ANT-FD I/ LGD-1 --AUTOMATIC CONTROLLER 'C. HSl6SDXl8S/HSDX-03/HSEV-RADIO-KIT/HSEV-ANT-FD I/ LGD-i (YERIF)' NliHDER OF STATIONS V--:ITH CITY iNSPEGTCR PRIOR TO INSTALLATION) --AUTOMATIC CONTROLLER 'D'. HSl6SD.X12S/HSDX-03/HSEV-RADIO-KIT/HSEV-ANT-FD I / LC.D-1 MODEL '110 10" ROUND PLASTIC GONIROL AND COMMON V'!IRE P\JLL BOX. COIL MINIMUM 24" 3 / LC.D-1 OP Y,iRE l"llTHIN BOX. I 825Y BAcKr'LOX PREVENTER, REFER TO CIVIL EN61NEER'S PLANS -SIZE PER PLAN I 2000 SERIE:S NORMALLY-CLOSED MASTER VAL VE -SIZE PER PLl,N. 4 / LCD-! EVFM FLOY'! SENSOR -SIZE PER PLAN 5 / LCD-I -r54 SERIES BRONZE FULL PORT BALL. VAL \/E -LINE SIZE 6 I LGD-! 44RC. QUICK COUPLING VALVE iAllTH YELLCiAl RUBBER CAP -i" 1 / LC.D--1 Dh SERIES ELECTRIC REMOTE CONTROL V.l,LVE IN BOX -SIZE PER PLAN BI LGD-i BUR'ED PRESSURE MAINLINE PIPING, SIZE PER PLAN, USE CLASS 315 FOR PIPE 2" AND LAR6ER 2 I LC-D-1 AND SCHEDULE 40 POR H/2" AND SMALLER. BURIED NON-PRESSURE LATERAL LINE PIPING, PVC CLASS 200 (CLASS 315 FOR 1/2"), SIZE PER PLAN. 2 / LCD-I PIPE SLEEVING, REPER TO GIYIL ENGINEER'S PLANS I CONTROL i"liRE SLEE'VING, REFER TO CIViL ENGIN!::ER'S PLANS NORTH SHEET MAP SHEET 'D' 1-----l-----~-------------+---1I APPROVAJ RECOMMENDED l J//f!. , 1----1----1----------------t---il---CIVIL ENGiNEE-- 1----l----1-----------------+---ij R.C.~. NO. 6 081 IDATE _/:2' 0~ DATE BY 1:!lL HK R[v1SIONS CHECKED DA TF. HK JANt;/1RY 18, 2:Jt/S NTS C-331;8 /0-26-04 1-18-05 COAST HIGHWAY CHANNELIZATION CORONA DEL MAR LANDSCAPE IRRIGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORl<S DEPARTMEN1 v 04-05-04 SHEET Ll-4 R-5874-S SHT 2.2 OF 29 • __ ,.. .. , ~ , ,, • ~••''' A ... )"' A f'-17, C) J ~ \-~. ' C'\11 ~- \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ .,., \~,,,- \ ~ -\ .. 7 - \ \ --·~----- 11 ADDITIVE BID ITEM #Ai: I .. ADD FOUR ( 4) 20' BTH PHOENIX / DACTYLIFERA, (DATE PALMS) AS SHOWN,. ·-··» ------ TREE LEGEND: f'1 DESCRIPTION <C?UAS.·.•, .. '.••.''.◊-• ..... ~.-... •• •.• .•• •• PHOENIX DAC1YLIFERA -DATE PALM f ••• .. 20' BROWN TRUNK HEIGHT '·-,, ~ ARCHONTOPHOENIX CUNNINGHAMIANA -KING PALM 20' BROWN TRUNK HEIGHT 0 SPATHODEA CAMPANULATA -AFRICAN TULIP TREE 15 GALLON-ALL UNIFORM HEIGHT HEIGHT 20' 8TH 20' BTfi 1 o· w ::::i z w ~ LL u5 _J z 0::: !.l.l LL WIDTH \ . --. ,. '' SHRUB LEGEND: M -AGAPANTHUS AFRICANUS 'PETER PAN' • DWARF LILY OF THE NILE HHR HEMEROCALLIS HYBRID 'BLACK SUAVE' -D.A.YLILY HHS -HEMEROCALLIS HYBfllD 'PINK CHIFFON' -DAYLILY HHY -HEMEROCALLIS HYBRID 'I_EMON D!P' -iJAYLILY SR -STRELITZIA REGINAE -BIRD OF PARADISE TJ -TRAC;.,ELOSPERMUM JASMINOIDES •• STAR JASMINE TV -TULBAGHIA VIOl.ACEA 'SILVER LACE' -VARIEGATED SOCIETY GARLIC PLANTING LEGEND: DENOTES PLANT MATERIAL, SEE LEGEND ABOVE DENOTES QUANTITY IN GROUPING,· AND SIZE, (24"=24" _BOX, 15G=15 GALLON, 5G=5 GALLON, AND 1G=1 GALLON) / CIVIL ENGINEE R.C.E. NO. 6.081 z., <>l /oC • : ' ! ; c;' .-.,-,. . .,." ... A SHEET MAP SHEET 'A' NTS C-3358 ____ __, i-18-05 /0-28-04 04-05-04 COAST HIGHWAY CHANNELIZATION CORONA DEL MAR SHEET LP-·1 LANDSCAPE PLANTING PLAN • JO B C C CALL TOLL FREE 1-800-i+22-4133 BEFORE YOU DIG NORTH \ ' ,, t-___ ·,-",~.--.<:··~ 20' 0 20' SC,ll,LE: 1 "=20' L!.I ::::, z IJj ~ ff) fl:'. 40' 60' I --,--- w ::i z . ·w ·> <( 0 0 0:: z w 0 _J 0 (9 1 k \ ·~ 1/;~ _tt,,.;;~-./r.,:, ,~ TREE LEGEND: C1 DESCRIPTION C'•o·.•••·.'y·••.·•.·•.·.i PHOENIX DACTYUFERA -DAT[ PALM L:--'\.j 20' BROWN TRUNK HEIGHT ~ . ARCHONTOPHOENIX CUNNINGHAMiANA -KING PALM 20' BROWN TRUNK HEIGHT 0 SPATHODEA CAMPANULATA -AFRICAN TUUP TREE 15 G/1.LLON-.~LL UNIFORM HEIGHT HEIGHT 20' 8TH 20' 8TH 1 o· ~NDSC . l(OB.11::,,, Total Concept Landscape Architectl1re, Inc. -"'/4 -.,, -' .J?; ,'I ffJ4 0 CORPORATE OFFICE: JOSEPH A. VARONIN A.S.l.A. CA#1TM 27905 SMYTH DRIVE, VALC:NGIA, CALIFORNJfo. 91355 (PH) €61~/02-1011 {FX) 061-702·0293 □ iRVINS OFFICE· 1340 REYNOLDS AVENUE, iRVINE, GAUFORNIA 92Di4 (PH) 949-250..1615 (FX) 949-250-1801 '1 ·'J".,lf I ., WIDTH j . w :::::i z UJ ~ ,W 11. 0 0:: 'l-o ·m :c SHRUB LEGEND: M -AGAPANTHUS /,FRICANUS 'PETER PAN' -DWARF ULY OF THE NILE HHR -HEME:ROCALLIS HYBRID 'BLACK SUAVE' -DAYULY ril':S -HEM ERO CALLIS HYBRID 'P!N:< CHIFFON' -DAYULY HHY -HEMEROCALLiS HYBRiD 'LEMON Di P' -DA YUL Y SR -STRELITZI/\ REGINAE -BIRD OF PARADISE TJ -TRACHELOSPERMUM JASMINDIDES -STAR JASMINE N -TULSAGHIA VIOLI\CEA 'SILVER LACE' -VARIEGATED SOCIETY GARLIC PLANTING LEGEf\JD: DENOTES PLANT MATERIAL, SEE LEGEND ABOVE DENOTES QUANTiTY IN GROUPING, AND SIZE, (24"=24" BOX, 1sc~1s GALLON, 5G=5 GALLON, AND 1G=·I GALLON) DMc Engir1eering Civil O Surveying O Planning 18 Technology Drive, Suite 100 Irvine, CA 92618 (949) 753-9393 FAX (949) 753-9322 \ BY DESCRIPTION RE\/1SICNS /EXISTING (1) TREE TO BE PROTECTED IN / PLACE w .. ::r z UJ ~ LU a.. 0 a:: l-o _j w I CIVIL ENGINEE R.C.E. NC. 6, 081 DAiE _7:c/ f}/ I o,s-... --...-~-"--== APP'Q. lJLSIGNED blL HK CHECKED DATC fs ✓-~ANCARY 18, 2000 \ . ..-, C \f'A I ' (:_? 1G' r ,- t D !\ORTH SHEET MAP SHEET 'B' lurs 1-rn-os \! 10-26-04 C-3358 a4-os-o4 ·COAST HIGHWAY CHANNELIZATION CORONA DEL MAR SHEET LP-2 LANDSCAPE PLANTING PL.AN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5874-S SHT 24 OF 29 §7 07 e. ;,; -+- r' ~ ~ ~ . s-~ E 3-r r t" ":, .. ~ -" G-<::, • -' D AA ·-~~ D ® Cf\LL. TOLL FREE 1-800-422-4133 BEFORE YOU DIG . . • / / \ "',' ,, '<~-'/ 1 CONTRACTOR SHA'..L PROTE:CT IN PU\CE THE I ROSEMARY AND COLOR PLANTINGS iND!CATED / WITHIN THF:: DASHED LINE. CLEAR Al.L STAR i JASMINE A~JD l,EMOVE FROM SITE. \j / / ,EXISTING TOPIARY DOLPHIN SCULPTURED /, PLAl'J_TING"S T?. R~MA~i AND BE PRO I EGT ~fl l.s PLACt. I. I l ;; I •. :/,· ./ ! CONTRACTOR SHALL PROVIDE A MULCH MAINTENANCE PATH AT THE CENTER OF THIS !SLAND AS IND!CATED BY DASHED LINE. -------- ADDITIVE BID ITEM #A2: .ADD THE PLANTINGS AS SHOWN FOR THE ISLAND SOUTH OF THE MARGUERITE/COAST HWY INTERSECTION. "HHs (~~ '(_~5G 36 j :;J ---::~ LU ::::i z w > . __ <( 0.:: :::) l'.L (J) :-,c n:: <( _j •· 1 ···_.1!"_ 18J+OJ ----( /"! i--:-;~ 20' 10' 0 20' 40' 60' SCALE: 1"=20' _ .. IREE·[E:GEND: ••••• ~ DESC,RIPTiON .•• .. . ... ·•· \z o;y PHOENiX DACTYLIFE.RA ~ DATE PALM j:_.'"•fi.••:\ 20' BFiOWN---TRUNK HE(G_HT ·•.· G'"'-.J , ~.-··· • ARCHONTOPHOENIX CUNNINGHAMIANA W 20' BROWN TRUNK HEIGHT KING PALM 0 SPATH'.JDEA CAMP/\NULATA •• AFRICAN TULIP TREE 15 GALLON·-ALL UMFORM HEIGHT Landscape Total Concept Arcl1itecture, Inc. □ CORPORATE: OFFICE: JOSf::PH A. VAR.ONIN A.S.L.A, CA#173/ 27905 SMYTH DRIVE, VALENCIA, CALfFORNlA 9135;:> (PH) 66~-702-1011 (FX) 661-702--0293 t:l' IRV!NE OFFICE: 1340 REYMOLDS AVE:NUE, JRV!NE, CALl:::ORNIA 92:G14 (PH) 949-250.1615 (FX) 949-250-18;)1 ,, .. HEIGHT W1DTH 20' 8TH 20' BTH 1 o· mo sc) . . AA -AGAPANTHUS AFRICANUS 'PETER PAN' -DWARF LILY OF TH~ NILE HHR -HEMEROCALLIS HYBRID 'BLACK SUAVE' -DAYULY HHS -HEMEROCALLIS HYBRID 'PINK CHIFFON'-DAYLILY HHY -HEMEROCALLiS HYBRID 'LEMON D1P' -D!,YLILY SR -STREL.!TZIA REGINAE -BIRD OF PARADISE RO-ROSMARINUS OFFICINALIS 'PROSTRATUS' -PROSTRATE ROSEMARY TJ -TRACHELOSPERMUM JASMINO:DES -STAR JASMINE TV -TULBAGHIA VIOL.ACEA 'SILVER U\CE' -VARIEGATED SOCiElY GARLIC PLANTING LEGEND: DENOTES PLANT MATER!AL, SEE LEGEND ~-BOVE DENOTES QUANTITY !N GROUPING, AND SIZE. (24","24" 15G~ 15 GALLON, 5G~5 GALLON. AND 1 G= 1 GALLON' D~f c Engineering Civil a Surveying a Planning 18 Technology Drive, Suite 100 Irvine, CA 92131!1 (949) 753-9393 FAX (949) 753-9322 BOX, DATE BY DE"SCRIPTlON REv1SIONS •• • ;-::.._ CONTRACTOR SHALL PROTECT IN PLACE THE ~-':ROSEMARY AND COLOR PLANTINGS INDICATED ' WlTHIN THE DASHED LINE. CLEAR All STAR JAS!,liNE AND REMOVE FROM SITE. ' ' '' ', / E Clv1L ENGINE R.C.E. NO. 60081 DA TE ~g_if2_S;" AFP'D, DESIGNED DRA'fl'N CHLCKW DATE HK HK , '.ANUARY 18, 200. F <f-, s· ' ,p ... ,:}" ~e-7 ' r;:/" > '" . f; \ ; \ ,f- SHEET MPP SHEET 1C' NTS 1-w-05 ' 758 10-26-04 C-3.J o4-os-a4 COAST HIGHWAY CHANNELIZATION CORONA DEL MAR S1-IEET LP-3 LANDSCAPE PLANTING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5874-S SHT 25 Or 29 ~ D 0 ;;, p ;,,, 'V' ? ,- IS" 'Sr::: (1> u; . -s-r e.. ~ ~ ,,. .,,. ('l> f ::::.I-() ~ / G = ..,,,,._.\ £i/~1 l,,.pr . i v CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG NORTH '· •,, ;''~: .. :" (~ 20 ~G . •• , ;-.>-:-:-;:::""'.,:: :·: -'·'i .. <.•::· • ••• .:7;8/'cj ,:; v·· /;~····· •••••••.. --·._ -'-C--' ·. f2:1,59 'Q" I T"±•_ .... I ,_., ' I - '· .,•. r· <., , (-\ 11 ·,., /:1U+·uu: 20' 10' a 20' 40' 60' SCALE: 1"=20' ' "" "'" ' .,,, .. ..@ .................. . I Landscape Total Concept Architecture, Inc. 0 CORPORATE OFFJCE: ~lDSEPH A. VARONtN AS.LA CA#'l737 27005SMYTH DRlVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702--0293 □ iRViNE OFFICE: 1340 R!:YNOlDS AVENUE, IRVINE, CALIFORNIA 026~4 (PH) 949-250-16'15 (r"X} 949-250 -1801 -------~-----'r' s: .'-I 0 71····· ~ 0 .. ~· DMc Engineering Civil " Surveying O Planning 18 Technology Drive, Suite 100 Irvine, CA 92618 (949) 753-9393 FAX (949) 753-9322 TREE LEGEND: WIDTH <✓'J D[SCRIPTION HEIGHT ~ 6 .-) PHOENIX OACTYUFERA -DATE PALM r . a. "\ 20' BROWN TRUNK HEIGHT 20' BTH IY\;J ~J.-;J ARCHONTOPHOENIX CUNNINGHAM!ANA -!(ING PALM 20' BTH L;;Aj 20' BROWN TRUNK HEIGHT 0 SPATHODE"-CAMPANULAfA •• AFRICM, TUUP TREE 10' 15 GALLON-ALL UNIFORM HEIGHT SHRUB LEGEND: M •·• ."-GAPANTHUS AFRICANUS 'PETER PAN' -DWARF LILY OF THE NILE HHR -HEMEROCALUS HYBRID 'BLACK SUAVE' -DAYL!LY HHS -HEMEROCALLIS HYBRID 'PINK CHIFFON'-OAYLILY HHY -HEMEROCN.LIS HYBRID 'LEMON DIP' -DAYULY SR -STRELITZIA REGINAE -BIRD OF PARAD!SE T,J -TRACHELOSPERMUM JASM!NOiDES -STAR JASMiNE TV -TULBAGHIA VIOli\CEA 'SILVER LACE' -VARIEGATED SOCIETY GA.RL!C PLANTING LEGEND: fa,~ DENOTES Pl.ANT MATERIAL, SEE LEGEND ABOVE f-,,-i(ji§lf DENOTES QUANTITY IN GROUPING, AND S'ZE, (24"=24" BOX, \CJ.. i5G=15 GALLON, 5G=5 GALLON, AND 1G=1 GALLON) NORTH StiEET I\ I\P SHEET 'D' NTS 1-w-as l0-26-04 c--3358 04-05-04 APPROVA RECOMMENDED COAST HIGH WA y CHANNELIZATION i--l---f-------------t--1 CIVIL. ENG~-·-CORONA DEL MAR R.C.E. NoiN~~ LANDSCAPE PLANTING PLAN SHEET LP-4 DATE BY DESCRIPTION APP'D. REVISIONS DAT£ 7-/Q.L OS: DESIGM:"D DRAWN HK CHcCKf D DA TE ~~ JANUARY 16, 200' CITY OF NEWPORT BEACH PUBLIC WORl<S DEPARTMENT R-5874-S SH! 26 OF 29 CALL TOLL FREE 1-800-422-4133 BEFORE YOU n;t, GENERAL NOTES: I. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 2. BASE SHEET INFORMATION FOR THESE PLANS WAS DERIVED FROM PLANS BY DMc ENGINEERING, 18 TECHNOLOGY DRIVE, SUITE 100, ,RV!NE, CALIFORNIA, (949) 753-932.2 3. CONTRACTOR SHALL MAK~: HIMSELF f"ULLY AWARE OF SITE CONDITIONS PRIOR TO ISSU!:.JG H:S BID. LACK OF KNOWLEDGE OF EX:STING SITE CONDITIONS SHALL NOT BE A BASIS FOR ADDITIONAL COSTS DURING CONSTRUCTION. 4. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND ON THESE PLANS. ANY WORK f"ERFORMED BY THE CONTRACTOR PRIOR TO RECEIVING A CLARIFICATION FROM THE LANDSCAPE ARCHITECT MAY REQUIRE REMOVAL AND RECONSTRUCTION OR WORK PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 5. AT THE TIME OF BID, THE CONTRACTOR SHALL MAKE THE OWNEl'l AWARE OF -,HE EXPECTED CONDITION OF THE SITE PRIOR TO HIS WORK. SHOULD WORK BY OTHERS, PERFORMED PRIOR TO THE CONTRACTORS MOVING ON-SITE, RESULT l'J POTENTIAL ADDITIONAL EXPENSES INCURRED BY THE CONTRACTOR, THE CONTRACTOR SHALL NOTIFY THE OWNER OF THE EXPENSES PRIOR TC THE WORK BE!NG DONE. THE CONTRACTOR MAY ASSUME FULL RESP0NSIBIUTY FOR ANY ADDITIONAL EXPENSES FOR WORK PERFORMED WITHOUT OWNER'S AUTHORIZATION. 6. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THE PLAl~S. "1 8. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTIUT!ES PRIOR TO ANY EXCAVATION. ANY DAMAGE TO EXISTING SITE ELEMENTS OR UTILITIES SHALL BE IMMEDIATELY AND PROPERLY REPAIRED TO ITS FORMER STATE AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCT:ONS ~.ND/OR GRADE D!FFEREt,CES EXIST TH,\T MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH C0i,DITI0NS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION f'RIOR TO BEGINNING WORK. CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF PICK-UP WORK. IO, CO~JTRACTOR SHALL REMOVE ALL EXCESS SOIL GENERATED BY HIS OPERATIONS FROM THE SiTE, PER ALL APPLICABLE CODES. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF JFBRiS FROM SITE, PER ALL APPLICABLE CODES, AS WAS CREATED FROM HIS CONSTRUCTION AND/OR DEMOLITION OPERATIONS. GRADING NOTES: I, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADES BEING SMOOTH WITHOUT HAVING !.OW SPOTS OR GRADING IRREGULARITIES. 2. WHERE PAVING AND FINISH GRADE MEET, THE FINISH GRADE SHALL BE DEPRESSED TWO if,CHES. Landscape Total Concept Architecture, Inc, 0 CORPORATE OFF!CE. JOSEPH A. VARONIN A.S.l.A. CJVJ-1737 279:)5 SMYTH DRIVE, VALENCIA, CALIFOR.i'iiA 91355 (PH) 661 ~'702~1011 (FX) 661 · 702-0293 □ IRViNE OFF!CE: 134~ REYNOLDS AVENUE, IRViNE, CAUFORNIA 92614 (PH)949~250..Hli5 {FX)B'i9-250-18C1 IRRIGATION NOTES: I. ALL WORK SHALL CONFORM TO APPLICABLE CODES. 2. REFER TO SPECIFICATIONS FOR SUBMITTALS, INSPECTIONS AND OTHER APPLICABLE INFORMATION. 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY B0UNDARiES ARE FOR DESIGN C!J\RIFICATION ONLY AND SH;\ll BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. NEVER INSTALL IRRIGATION OUTSIDE OF PROPERTY LINES OR LIMITS IND:CATED ON PI_AN. CONTRACTOR SHALL VERIFY LOCAT!ONS OF ALL .~BOVE .. GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR CONTRACTOR MAY BE REOURED TO MOVE SUCH ITD,iS .AT THE CONTRACTOR'S OWN COST. 4. DO NOT WILFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE EXISTED AT THE TIME OF THE IRRIGATION DESIGN PREPAl,ATION. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. iN THE EVENT THIS NOTIFICATION IS NOT GIVEN, THE IRRIGATION CONTRACTOR SHALL ASSUME FlJLl RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDiTI0N, AND TO THE OWNER'S SA.T!SFACTION. 5. IT IS THE RESPONSIBILIIY OF THE IRRIGATION CONTRACTOR TO F/1.MILIARIZE HIMSELF WITH ALL GRADE DIFFERC:NCES, ETC. HE SHALL COORDINATE HIS WORK WiTH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES UNDER ROADWAY PAVll<G. 6. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIR:l,G, CONTROL WIRE SLEEVES, LATERAL AND MAINLINE, AND PIPE SLEEVING UNDER ALL PAVED AREAS PER PLAN, PRIOR TO PAVING. /,LL SLEEVING SHALL Bf: PVC SCH EDU LE 40 PIPE AND BE A MINIMUM TWICE THE ENCLOSED PIPE SIZE. 1. 120 V.A.0. ELECTRIC.AL POWER SHALL BE PROVIDED TO THC CONTROLLER LOCATION BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRR'GATION CONTRACTOR TO MAKE THE FIN.AL HOOK-UP FROM THE ELECTRICAL SOURCE TO THE CONTROLLER Ut✓ IT ONLY. e,_ THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT THE POINT OF CONNECTION. THE IRRIGATlON CONTRACTOR SHALL VERIFY WATER PRESSURE PRiOR TO CONSTRUCTION. REPORT ANY DIFFERENCES BETWEEN THE WATER PRESSURE lND!0ATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING THE IRR!GATi0N POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EI/EclT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF THE IRR!GATION SYSTEM CC~JSTRUCTION, TH[ IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION. 1. THE HYDRAULIC CALCUl/1Ti0NS FOR THIS IRRiGATION SYSTEM HAVE BEEN ESTAB-· LISHED USING THE MATERIALS AS SPECIF:ED ON THIS Pl/1N. SUBSTITUT:ONS MADE TO THE MATERIALS BY THE CONTRACTOR WITHOUT PREVIOUS ACCEPTANCE BY THE LANDSCAPE ARCHITECT SHALL PLACE ALL LIABILITY OF THE IRRIGATION SYSTEM ONTO THE IRRIGATION CONTRACTOR. NO SUBSTITUTIONS OF EQUIPMENT WILL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. THE IRR!GATION CONTRACTOR MAY BE REQUIRED TO REMOVE AND REPLACE ALL SUBSTITUTED EQU:PMENT IF SO ORDERED BY THE OWNER. 10. INSTALL ALL MATER!ALS AND EQUIPMENT AS Si--:OWN IN TH[ DETAILS. USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS ON A1_L SPRINKLER SWING JOli'IT AND VALVE ASSEMBLIES. 11. ALL !RRIGATiON HEADS SHAI_L BE SET PERPENDICUU,R TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED. 12. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT 0VERSPRi\Y ONTO W,\LKS, ROADWAYS, AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO DBTAIN THE OPTHiUM OPERATING PRESSURE FOR EACH SYSTEM. 13. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED It-I TURF AREAS SHALL BE INSTALLED SO THE TOP OF THE SPR!:·,KLER HEAD iS FLUSH WITH THE ADJACENT SIDEWALK, OR PAVING. ALL POP-UP HEADS AWAY FROM EDGES IN TURF SHALL BE FLUSH WITH THE TOP OF GRADE TO PREVENT CONTACT WITH MOWERS. 14. WHERE SPRAY HEADS AND/OR ROTORS ARE INDICATED ON 'fHE IRR!Gfa.TION PLANS, IT IS THE INTENT OF THE DESIGN TO INDICATE THE INSTALLATION CF POP-UP HEADS IN LANDSCAPED AREAS ADJACENT TO PEDESTRIAN AND VEHICUL1\R AREAS. IN THE EVENT THAT POP-UP HE/IDS HAVl: NOT BEEN SPECIFIED IN THESE AREAS, IT SHALL BE THE RESPONS18ill1Y OF THE IRRIGATION CONTRACTOR TO BRING THiS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO CO',STRUCTI0N, 15. THE CONTRACTOR SHALL CONTACT MR. RiCK BATES AT HYDROSCA.PE FOR CONTROLLER/ SENSOR CERTIFICATION AT START-UP OF SYSTEM. CALL (949) 500-1122. 16. FOR TECHNICAL ASSISTANCE WITH CENTRAL CONTROL SYSTEM EQUIPMENT OR OPERATION, CONTACT MR. SCOTT KYLE AT RA!NMASTER, (949) 212-8D13. 17. THE LANDSCAPE CONTRACTOR SHALL BE RESP0NSiBLE FOR PULLING ALL CONTROL AND COl~MON Wl:'<E THROUGH CONDUIT FROM CONTROLLER LOCATION TO VALVES. HE SHALL ALSO BE RESPONSIBLE FOR PULLING ALL COMMUNICATION CABLE THROUGH CONDUIT '"ROM THE CONTROLLER LOCATION TO THE FLOW SENSOR. DMc Engineering Civil O Surveying " Planning HJ Technology Drive, Suite 100 Irvine, CA 92618 DATE DESCRIPTION (949) 753-9393 FAX (949) 753-9322 REVlSIONS PLANTING NOTES: i. PLANT QUANTITIES SHOWN ON LEGENDS ARE FOR GENERAL INFORMATION. THE CCNTR/1.CTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS AND 0UANTIT!ES. 2. ALL WORK SHALL CONFORM TO .~PPUCABLE LOCAL CODES. 5. THE CONTRACTOR SHALL BE AWARE OF EXISTING AND PROPOSED UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND/OR ANY INJURY TO ANY PERSON. 4. THE CONTRACTOR SHALL TAKE EXTREMC: CARE NOT TO DAMAGE ANY EXISTING Plt,NT MATERLAL. ANY EXISTING PLANT ~1ATERIAL DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH ONE OF THE SAME TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE, AS ACCEPTABLE TO THE CITY INSPECTOR. 5. ALL Pi.ANT L0CAli0NS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE CITY INSPECTOR PRIOR TO PLNfflNG. 6. ALL PLANT MATERIAL WITHiN A SPECIES SHALL HAVE SIM1LAR SIZE, AND SHALL BE OF A FORM Tl'P!CAL FOR THE SPECIES. ANY PLANT DEEMED UNACCEPTABLE BY THE !J\NDSCAPE ARCHITECT SHALL BE IMME.DIATELY REMOVED FROM THE S!TE AND SHALL BE REPLACED WITH AN ACCEPTBLE PU,NT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN ~XPENSE. ANY MATERIAL APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE Clrf INSPECTOR SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILilY OF PLANT MATERIAL. 1. ALL TREES SHALL BF STANDARD !N FORM AND UNIFORM IN HEIGHT TC THE INSPECTORS SATISFACTION, UNLESS OTHERWISC: SPECIF!ED. 8. ALL l"LANTiNG AREAS SHALL RECEIVE A 2" LAYER OF NTROGEN FORTIFIED SHREDDED TREE AND PLANT MATERIAL MULCH. THE MULCH SHALL C0NS!ST oc· THE CiTY'S STA~IDARD MIX. THE MULCH SHALL BE SPREAD EVENLY THROUGHOUT ALL PLP.NTING ARf.AS. THE MULCH SHALL BE 1" DEEP WffHIN ALL TREE AND SHRUB WATERING BASINS. ABSOLUTELY NO BAR[ GROUND SHALL BE SHOWING. PROVIDE SAMPLES OF MULCH FOR APPROVAL SY THE CiTY'S INSPECTOR PRiOR TO INSTALLATION. c,, THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT B/\C>RIERS SHALL BE EQUIVALENT TO "DEEP-ROOT" OR "CENTURY" 24" DEEP P.ANELS. b.'.C:r:IFRS SHALL BE LOCATED IMMEDIATELY ADJACENT TO THE BACK OF CURB PER THE ROOT BARRIER DETAIL ON THESE PLANS. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAI COMPLETELY ENCIRCLE THE ROOTBALL. 10. SHRUB PLANT MATERIAL AVAILABLE AT DAYLILY HILL, ESCONDIDO, .. CALIFORNIA (714) 378-5360. I' ,I. ALL SHRUB PLANTINGS SHALL BE A MINIMUM OF TWELVE (12) INCHES FROM THE BACK OF CURB. AGAPANTHLIS SHALL BE SPACED NO CLOSER TrlAN 24" O.C. !2. ALL ARCH0NT0PHOENIX 0UNNINGHAMIAN/\ (KiNG PALMS) SHALL BE ALL COASTAL-GROWN AND SUN-GROWN TREES. SOURCE DF K!NG PALMS SHALL BE LISTED. TREE LEGEND: DESCRIPTION PHOENIX DACTYLIFERA -DATE PALM 20' BROWN TRUNK HEiGHT ARCH0NTOPHOENIX CUNNINCHAMIANA -KING P/\LM 20' BROWN TRUNK HEIGHT SPATHODEA CAMl0 ANULATA -AFRICAN TULIP TREE : 5 GALLON SHRUB LEGEND: HEIGHT 20' BTH 20' BTH AA -AGAPANTHUS AFR:Ct,NUS 'PETER PA:f -DWARF l.iLY OF THE fllLE HHR -HEMEROCALUS HYBRID 'BLI\CK SUAVE' -DAYLILY HHS -HEMEROCALLiS HYBRID 'PINK PARFAIT'-DAYULY HHY -HEMEROCALLIS HYBRID 'LEMON DIP' -DAYLILY SR -STRELITZIA REGINAE -BIRD OF PARADISE RO -ROSEMARINUS 0FF!CINALIS 'PROSTRATUS' .. PROSTRATE ROSEMARY TJ -TR/\CHELOSPERMUM JASMINOIDES -STAR JASMlfJE 1V -TULBAGHIA VIOi.ACEA 'SILVER LACE' ·-VARIEGATED SOCIETY GARLIC PLANTING LEGEND: @ DENOTES PLANT MATERIAL, SEE LEGEND NJOVE DENOTES QUANTITY IN GROUPING, AND SIZE, (24"=24" BOX, 15G=15 GALLON, 5G=5 GALLON, AND 1 G=1 GALLOM) WIDTH --- -- --~~-~-~ 1-18-05 C-3358 10-26-04 04-05-04 CIVIL ENG:NEE,r R.C.E. NO. 6508"1 DATE 2./ 1:11 / O'!;:' _ . APP'D. DES!GNr..J lfr{A\/IN dK HK CHECKED DA Tc HK ANUARY 18, 200' COAST HIGHWAY CHANNELIZATION CORONA DEL MAR LANDSCAPE C0NSTR'?JCTI0N NOTES CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET DLCN-1 R-5874-S SHT 27 OF 29 R I I.J Cl' ') ,.J: ' \J _,,----PINISH GRADE .,,,---GARSON INDUSTRIES #910-126 ROUND BREEN BOX I 1_1 I=--BRA-SS '10 DE6REE STREET ELL '. I _,,----6" BRASS NIPPLE ~-MAINLINE PIPING AND FITTING I 7 QUICK COUPLING VALVE DETAIL SCALE: NTS ,,---l.ATERAL LINE TO VALVES /---SCH 40 PVC MALE ADAPTER '_, ,, CARSON iNDUSTRIES 111419A-12B, GREEN SQUARE BOX \IJITH LOCKABLE UD -=='---6" MINIMUM LAYER OF PEA GRAVEL --. __ RED BRICK TYPICAL, 4 REQUIRED -H----PRESSURE MAINLINE SXSXT FITTING ...__...,.__...-,o·◄---COMMON ANO CONTROL WIRES 8 REMOTE CONTROL VALVE DETAIL SCALE: NTS ~ CALL TnLL FREE l-800-422 4133 BEFORE YOU DIG 20' 10' 0 SCALE: 1 "=20' 20' 40' 60' FDR 3' tLOW SENSOR,DIMENSION '.ic.!. MINIMliM:80" DlMENSION 'E' MiNlbiUM 15" REFER TO THE l.t'd:lLE PRO\itDt:D VVITH THE FLOVV SENSOR FOR CORRECT "K'' AND ''OFFSET' FOR YOUR APPLiCATtON. fYNG F8"l08 5 6 FLOW SENSOR DETAIL ,,---------GREEN ROUND VALVE BOX 2" ABOVE FINISH GRADE ~--FINISH GRADE BALL VALVE DETAIL Landscape Total Concept Architecture, Inc. □ CORPORATE OFF!CE: JOSEPH A. VARONIN AS.LA. CA#1737 27905 SI\NTH DRIVE, VALENCIA, CALIFORN!A 91355 (PH) 66i-7D2-10i 1 (FX} 661-702-0293 □ !RVINE OFFICE: 1340 REY~lOLDS AVENUE, IRV!NE, CALIFORMA 92614 (PH}l¥!9·250-1615 (FX)f!49-250-i801 SCALE: NTS SCALE: NTS 3 4 PULLBOX DETAIL MASTER VALVE DETAIL D!v.!c Engineering Civil O Surveying c Planning 18 Technology Drive, Suite 100 I Irvine, CA 92618 (949) 753-9393 FAX (949) 753-9322 NOTE: PROVIDE 12" LONG EXPANSION CURLS CARSON INDUSTRIES, GREEN SQUARE BOX WITH LOCKABLE LiD PROVIDE EXTENSIONS AS REQ'D WATERPROOF WIRE CONNECTORS TO IRRIGATION SYSTEM VALVES REMOTE CONTROL MASTER VALVE PRESSURE MAINLINE VALVE WIRES TO CONTROLLER, INSTALL MASTER VALVE WIRES PER M/>.NUFACTURER'S RECOMMENDATIONS. ~ RED BR!Ct< l"fPICAL, 4 REQUIRED DATE BY SCALE: NTS DESCRIPTION RE\IISION'.i 1 2 Evolution DX2 Stainless Steel Pedestal Cabinet lnstaliation /~-.., [✓)5.5" Pedestal Mounting Mounting Template provided for easy· installation ,,-Bolt Ha:es-~ stainlei>s stesl hardv,1arn -standard with onc!osure item D escrlptio n 0) ,o / 13.5" -0 / Ci~ C / (·~ ~D' '-CJ AB 2" conduit -station wiring -· C 1 ~ .ctrnduit -commur\icabon D /~C peswer conduit ~--c; 1" conduit -sensor v"1rir1g F External antenrrn -· G Grounding rod DVlG PED10B Bolt and Conduit Template IRRIGATION CONTROLLER DETAIL ----------FINISH GRADE OR PAVING EDGE MIN. PRESSURE MAINLINE SCALE: NTS , 18-05 10-26-04 0-.'-05-04 TRENCHING DETAIL C-3358 SCALE: NTS CIVIL ENGINEE R.C.E. NO. 60081 DATE _2. 01 /;;,,;:· ___ _ AFP'D, DcSiGNED HK C!-!ECKED HK COAST HIGHWAY CHANNELIZATION CORONA DEL MAR LANDSCAPE CONSTRUCTION DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET LCD-1 R-5874-S SHT 2.8 OF 29 V ~ CALL TC:!_L FRff 1-800-422 ·4133 BEFORE YOU D!G 20· 10' 0 SCALE: 1"=20' 20' 40' 60' 5 -----...___________ TIE FRONDS PRIOR TO PLANTING WITH ORGANIC TWINE ~PALM TREE, REFER TO PLAN ,/~PALM TRUNK TO BE PLUMB VERTICALLY IX :V. / ROOT i3ALL > 1 / /-2" LAYER OF MULCH ,;,. / //·-BACKFILL OF 100% WASHED ~: / / . PLASTER SAND •~; // //WATER BASIN . : ///FINISH GRADE I I . 1 /' // WIDTH Al~D DEPTH or PLANT I I ' "j/ ,// ,(j PIT AND SUMP TO BE _,(ii:· ·:"·· ., .. .,_.,,., '·'. ·:: __ _ DETERMINED AND/OR 1_,-1, ,7~,, ,.. /.1 ,::" VERIFIED BY AGR0Nm.:IST ~mlllo ·' > =1JL.. REPORT RECOMMENDATIONS I ~ . ·~ I I= ~ '•'· 1--=-1 . -~:• =II JTi ' ', , II 1-=i 11:: ~ ": PALl\4 DETAIL Total Concept A_, Landscape Arc.hitecture, Inc. □ CORPORATE OFFICE; JOSEPH A VARON:N A.S.L.A. CA#1l31 27905 SMYTH DRiVE, VALENC!A, CALIFORNIA 91355 ' ·.~. f"'I (PH) 66·1-702:-101 i {FX} $61~702-0293 ,, u !RV!NE OFFlCF.: ~3'10 REYNOLDS AVENUE, IRVINE, CAUFORNIA 9261-4 (PH} 949-250-1615 (FX) 949-250-1801 SCALE: NTS 3 4 SHRUB DETAIL DETAlL "A-A" 1, Cs,t11i,;,; L;{le bstw~Qn -:tie oii:Je;va:.iuind tum 2. Space irH1S '.1!:.:' min, to 51J' max. NOTES, I. SCARIFY SIDES OF PLANT PIT PRIOR TO SETTING PLANT. 2. PROVIDE ~ INSTl,LL ONE W TRl··C PACKET f"l!TH EACH SHRUB PER MANUFACTJRER'S SPECIPICATIONS TR.FE TF,UNK SCALE NTS 3. i'!imt bO' m:n. from BCR on ihr;; ;ciprrn,ir;h ~o an inl81seGfo:1 and 15' fruin lhs ECR 011 1.h1) rixit side. 4 F'isnt 10' min, from edg0 of drive approach. 5. Prov'ide 1(1' clearnm:e from "Jtl!il/ and sewer ::r:,,:,s, (5_ f'bnt 20' min. frorn s!c<Sf't li9lit w1d pcvvor pc.les. 7. VVhcr1;, lr!f.:re is no .side wsl'-., J;!ant tree 1n the ce11terof p3rL.'.W8\i, 8. f''!snt ti·ee 5' Iron curU. TREE DETAIL SCALE: NTS 1 2 6" MAX. i POP-UP SPRAY HEAD, FLUSH II, TURF 1" ABOVE FINISH GRADE IN GROUNDC0\iER ' FINISH GRADE 'r CURB OR PAVING I .---8" MINIMUM PVC SCHEDULE -~---------/ MARLEX 90 DEGREE STREET / /'/ 80 NIPPLE ELL PVC LATERAL LINE AND FITTING POP-UP SPRAY HEAD DETAIL 6" MAX. f -~ ·1 I ! i ____ _,_ _______ SHRUB SPRAY HEAD ~ •••• ••IG1-Lll,,oj ·i. ......---·-, /\ND ADAP-:-ER [illlTI] ,,------FINISH GRADE V STD. SPRAY HEAD I ' I I IA ' I SCALE: NTS OR HARDSCAPE EDGE --PVC SCHEDULE 80 NIPPLE PVC 90 DEGREE STREET ELL PVC LATERAL PIPE AND FIHING C-3358 SCALE, NTS 1-18-05 10-26-04 04 05 (!4 SC/\LE: NTS DMc Engineering Civil ~ Surveying a Planning APPROVAJ RECOMMENDED ,-+---+---------+--l t1 t;J:i,, a: ,,!! v ~, COAST HIGHWAY CHANNELIZATION CORONA DEL MAR SHEET !.CD-2 18 Technology Drive, Suite 100 Irvine, CA 92618 753-9393 FAX (949) 753-9322 DATE BY D[SCRIPT:ON APP'D. REVISIONS C!VIL ENGiNEE),V R.C.E. NO. 65081 DATE 2/01Lo£ DESIGNED u1vrni'~ CHECKED DATE -== HK W./UARY 18, 200' LANDSCAPE CONSTRUCTION DETAILS CITY OF NEWPORT BEACH PUBLiC WORKS DEPARTMENT R-587'1.-S SHT 29 OF 29 I