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HomeMy WebLinkAboutR_6094_SRECORD DRAWINGS These Record DraVvings have been prepared based on information submitted, in part by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. VA110N CID \ EXISTING TANK ROAD APPROXIMATELY 2.5 FEET BELOW ROAD. ' ' CJ □ CJ CJ CJ CJ ---'-----------------------------------'---------------(;'.;) ~-----------,c~R~o~s~s~-}H~ATTIC?.H!JP~ATT~E~R~NJ DJiE~NJ<:OITTE:ES~A~Rr:EA~oiFFT __________________ _J EMBOSSED CONCRETE REMOVAL WITH 24 INCH DEEP EXCAVATION OF SOIL AND EX. ----t-t-.ANK ROAD---eeNeRETE. DISP03At-BY REMOVE FROM SITE ALL EXISTING SHRUBS AND GROUNDCOVERS THIS AREA, TYPICAL EXISTING TRACHYCARPUS PALMS TO BE PROTECTED IN PLACE -f-------® --------~-- EXISTING CURBS, PROTECT IN PLACE PACIFIC COAST HWY -----------------REMOVE FROM SITE ALL EXISTING SHRUBS AND GROUNDCOVERS THIS AREA, TYPICAL D TYPICAL EXISTING TRACHYCARPUS PALMS TO BE PROTECTED IN PLACE -------------- ··@ REMOVE EXISTING IRRIGATION VALVES & HEADS AND GIVE TO CITY. DEMOLISH AND REMOVE FROM SITE CONTRACTOR. DO NOT DISTURB SOIL WITHIN ~--1 FIVE (5) FEET OF EXISTING PALM TRUNKS. TYPICAL EXISTING TRACHYCARPUS PALMS TO BE PROTECTED IN PLACE f---------R-E-MO_V_E FROM SITE ALL EXISTING ------~ SHRUBS AND GROUNDCOVERS .J THIS AREA, TYPICAL D W REMOVE FROM SITE EXISTING LATERAL EXISTING LATERAL LINES. PROTECT IN PLACE EXISTING LINES. PROTECT IN PLACE EXISTING MAINLINE AND VALVE ~ _____ ---J _.._.,-_ ~N~~R;;J;~TVA~'~LAWT~'~X7YPISTIN~G~--___ _ _ _ ___ ___ _ _ _ __ _ _ _ ___ _ _ _ MAINLl~...bt:ID...Y&'LE .!tilRJfil>~lil?l.C&._ _ __ _ _ _ ___ _ __________ WIRING TYPICAL~______ _ .J LL MA 11,[11,c. ""'-' Lvc. mm,, ICAL. REMOVE FROM SITE ALL EXISTING REMOVE FROM SITE ALL EXISTING REMOVE FROM SITE ALL EXISTING REMOVE FROM SITE ALL EXISTING REMOVE FROM SITE ALLEXISTING-----_ _ _ :C Cl '-......._,_ 0 0 SHRUBS AND GROUNDCOVERS SHRUBS AND GROUNDCOVERS SHRUBS AND GROUNDCOVERS SHRUBS AND GROUNDCOVERS SHRUBS AND GROUNDCOVERS () ---I-THIS AREA EXCEPT VINES ON THIS AREA EXCEPT VINES ON THIS AREA EXCEPT VINES ON THIS AREA EXCEPT VINES ON THIS AREA EXCEPT VINES ON REMOVE FROM SITE ALL EXISTING t; ---WALLS, TY-PIS-Ale. PROTECl'--Al±----WALLS, TYPIGAb-P ROTECT /\LL -/---WALLS,----+¥PIGAL. PROT~+AlcL WALLS;----r'(PICAL. PROfEC-+-ALL ---WALLS-;-fYPICAL. PROlEC+ALL SHRUBS AND GROUNDCOVERS ....., (;'.;) 0 0 .... .... ::i!: (;'.;) IRRIGATION IN PLACE. IRRIGATION IN PLACE. IRRIGATION IN PLACE. IRRIGATION IN PLACE. IRRIGATION lc;L) PLACE. ,ITTS-AREA EXCEP=i=-VJNES ON _ ::i!: .J TYPICAL EXISTING HEMEROCALLIS TYPICAL EXISTING HEMEROCALLIS TYPICAL EXISTING HEMEROCALLIS TYPICAL EXISTING HEMEROCALLIS TYPICAL EXISTll\lG HEMEROCALLIS WALLS, TYPICAL. PROTECT ALL ~ a 0 ® R.O.W. - .... " I PLANTINGS, PROTECT IN PLACE PLANTINGS, PROTECT IN PLACE PLANTINGS, PROTECT IN PLACE PLANTINGS, PROTECT IN PLACE PLANTINGS, PROTECT IN PLACE IRRIGATION IN PLACE. □ ~ ~ D TYPICAL EXTSit N6--t+EM!sROCA~ PLANTINGS, PROTECT IN PLACE STING BLOCK WALL PROTECT IN PLACE ALL EXISTING ~ PALM TREES, TYPICAL PROTECT IN PLACE ALL PALM TREES, TYPICAL ~------.;:>(------=---=r - -7r ➔><<--;11r-----..._::::::::::-------~--~=-~~-~~==r=7 =.-P) ~. -~~~-..:;. =T'r~i~=:;--'?°1...,,~c:;~~>t=rF~~~~::;.::-- RECORD DRAWINGS These Record Dra'."Yings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result ~ 0 ID <( w w Cl) 3( w z .J - I () !;;: . ::i!: REMOVE FROM SITE ALL EXISTI SHRUBS AND GROUNDCOVERS r., AREP, TYPICAL &[MOVE FROM SITE ALL EXISTING SHRUBs--Aflll---GEOUNDCOVERS THIS AREA ____ _ EXCEPT VINES ON WAttS-..:D'!:!CAL. ----- PROTECT ALL IRRIGATION IN Pl.ACE::--REM61/~ f.XISTING IRRIGATION VALV~~ AND B'-!21CAL EXISTING HEMEROCALLIS HEADS AND~~ITY. DE~-f~RAL PLANTINGS PROlTCI._I __ N PLACE REMOVE FROM SITE tsT-11>1\IST\NG PROTECT IN Pi¢~~~LL EXISTING~~~iiN~R~~~c;,,_.:tv:~~f Ng. TYPICAL-:-TYPic11t:--ElQSTING HEMEROCALLIS PALM TREES, "----'-------PLANTINGS, l'"R9-TE..CI_ IN PLACE REMOVE FROM SITE ALL EXTI~~~PJ~~~rs ~~D ---------- ~A~~:O.~c';_~~f ALL IRRIGATIO~---PLACE. PICAL EXISTIN EMEROCALLIS --------------- • --PROTECT i~ "".7-r----,,,----- -f1J ~ -:i -------f:: I ------------- R.o.w. SHEET INDEX TYPICAL EXISTING BLOCK WALL REMOVE FROM SITE ALL EXISTING SHRUBS. AND GROUNDCOVERS THIS EXCEPT VINts--ON . .VIALLS, TYPICAL. PROTECT ALL IRRIGATION -IN PLACE. (§) NORTH 1 "=20' '/';'a' -------··'·=--··-.... SHT2 20' 10' 0 SCALE: 1 "=20' [§J NORTH 1 "=20' 20' 40' 60' C-7189-2 BASIS OF BEARINGS: 1.-~NDSCA,of NO. DATE DESCRIPllON OF REVISIONS APPROVED APPROVAL RECOMMENDED: LANDSCAPE DEMOLITION PLAN CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BENCHMARK: BGB IDESIGN GROUP Landscape Architecture Planning Urban Design j"l/j:J :~'.'I /\·r-·//0 /\•-.ie1ue,~o:::-::_a I\/e.:::;J, Ci\<_· Lb F' 714-cc4c,_ fi F: 714-':4::,-·;\~7'1 b,:;h inc .. :::-.-cTI ,.,"v'J 'I'-· l(OBZE"I""' -1'1t, t-M~l --t-1-0--1-5---, 9-e--P-R_E_BI_D_R_F_I -RE-~-S-IO_N_S--------------------+-----t PATRICK ARCINIEGA, RCE 70740 0"~ +a~ fc' ~-.6 c:, SENIOR CIVIL ENGINEER -J:,' ri 0 * 8-31-20 DATE: DESIGNED: DRAWN: AG HK CHECKED: DA TE: AG 12-7-17 WEST COAST HIGHWAY MEDIAN LANDSCAPING PHASE 2 C-7189-2 Phase 1 Boundary to Newport Blvd. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6094-S SHEET 2 OF 19 ,, ,, ~,,.. ,--~,-, ~ _________ ,.. --.. (-...,.( --./--\_. 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' .,_,,""""~~--,-,-i_-,_,•-,, ~,---,J---J~ , _' _'' __ AA~-·_,· ==---==---v ,f-'vv--r-I\_..-.. ..,,t_ 't-f v--r--,J "✓ --..,--,, --\ ! .. _1 ·-1.___✓-,_ r· y_ ::::.---? ~------ -(-,,1·-·-<•'--,/---..,..---~ , v -''( v..----.,-,y_•-\_,r-·,r7,/-~'y--,...-----. ___ \,~ ~>«S ,\ _ .. _ _,,_}-..___/C_,:l'.'.'),( ... ,,,..__,,"---,.,J-... __ ,,_);..c'\--..... __ __,...__.. -.. __,_., ____ _,.--0 ,_..___,1,_\:_ -• --~; .V--:;r:-,~--+,-, ·--. ;:;::::::-.,, -;( 0 ----~i ' 'L --.. r--' l ,.,,-• ,,,---._ --\_~ •\~ ~\ I ,_'\..(_, ,) ::;..--~ ,h ~. r''', ) _-r ~ , '-'\.---.., --_ -··-.. _ _/-·'--'-., \._~·--,/--._?yes:; ·' 1 V::::::--~-.r---r • r'r e ,,--f' 1-, ----------------------------~---/~ /-... 1-v~----,.~-,------:::::::=:----=--'· -..___~___, --/""-, _.,--q--,/~....,' ,.__}--_) \ 2..__ '•._ t' \----,(-'\ v--I I ' y '/ '( '-✓~y,--',,{ \_.----7v"i,.--.._,_.-/--..__ ..__ ,-~~ '{ ; , ( I ., k --v·~~-----v--•:-'!"'--, __ .....,d_ '( \,,.----.., ---(-~,i 'i ' ... _)'-•_/ 'l ;' ',_, ' • ' f ,· Y I ----t,,-~{ _/_'j_-,.---y-y'-.. ,( ""\, '----: ;.___) ----1 , __ / -.,.- ' f--' \..____...-< _ J \ I / ! , I' ) \ ' I ...____\ __ .1'---'-...--..._\ _ ____; , , ,-...._J--.._A.._/, _ __,.,.._ ,;,_, .... / _../,_' I , _ _,\ __ ), __ A f • ._ ''--j,J..__;, A,__,,)'-,\ ,, j ' • ' , ' \ J __,'.._)-..._,I._ _ _,,-.__ _ __, R O w -=---==-=----===B.£ w '----1 I ' \ ,, '-. ,.~ .. _J...._.,: ' ,. ,'--.. __ ,A_I..__) ) •• 1·---'----f ' I I ,_/:..... ____ ,/_·-·' -./ __ '-.,_., ____ _,.....____/ A·' ,\;.,A ,..._ J'-...._j ,_ ---'· -•"-.•;__ _______ ----------------~----------------~~--= •. • .,_.,..__/,..__/·---.._j-'--\.._.,-..._,1•-._.-' -....._A _ _✓\,_/ '--·\~--"C7=~= ' - 0 @ • -· ... _., --. .__.,,-:-=-.c-=,..,,;.·,,-',.=;,-"";f~.-=;,,=',ee,j,,;'lJP.-,•Aj-..______,-...__.. -....j'---7 --· ,~/ 3:: f:=====================-~)========================□==========g,~='t)=================~l~D'.'.::~l==============□=~''===□=================================□=+=r============l~ (B ~ ~ ~ REMOVE EXISTING IRRIGATION VALVES & HEADS -:.,.~ y CD t-------------='-----------'-----------_ccRccEMCCOCCCV-CEC--CECCXCCIS""TCCIN=G~IR=R=1G~A=T~IO~N~V~A~LV=E=s-& ____________ _:__c:__ ______ ~------ANB-GIVE-f8-€1-'Pl'-c-B EMGHSH-ANH-REMGV=E-------'--~-----------------------------~-~-~-~-~~~~-~--~--1 LU N HEADS AND GIVE TO CITY DEMOLISH EXISTING TANK ROAD FROM SITE EXISTING LATERAL LINES. PROTECT (REMOVE EXISTING IRRIGATION VALVES & LU I-LU • APPROXIMATELY 2.5 FEET IN PLACE EXISTING MAINLINE AND VALVE TYPICAL EXISTING TRACHYCARPUS HEADS AND GIVE TO CITY. DEMOLISH AND U) AND REMOVE FROM SITE EXISTING BELOW ROAD. -WIRING, TYPICAL. PALMS TO BE PROTECTED IN PLACE -1-------l-~-A-·TERAL LINE-Sc-PROTECT IN-P-bAGE ' ,_~R=EMOVE FROM SITE EXISTING LATERAL LUI EXISTING MAINLINE AND VALVE WIRING TYPICAL EXISTING TRACHYCARPUS : / CROSS-HATCH PATTERN DENOTES AREA OF LINES. CJ U) 1 TYPICAL EXISTING TRACHYCARPUS TYPICAL. 13 ' C OAS T H W y EMBOSSED CONCRETE REMOVAL WITH 24 TYPICAL EXISTING TRACHYCARPUS LU LU / PALMS TO BE PROTECTED IN PLACE PALMS TO BE PROTECTED IN PLACE p AC I F I C INCH DEEP EXCAVATION OF SOIL AND EX. -~~~3~~ ~~~M G~~5N~'toJ:~iTING PALMS TO BE PROTECTED IN PLACE z ~ ~ --; ---EXISTING ~URBS, PROTECT-I;;---------,-R-EMOVE-FR_O_M-SITE -;_LL -E-X-IS-TI_N_G -------_, ____ -----------r -REMOVE-F--R--O~M-S-IT-E ALL -EX-IS-T-IN_G_ --7 / 1:~~~:~.f-i1s~~ WITHIN --n-iis AREA, TYPICAL ---------------------__ ____._ ~ PLACE SHRUBS AND GROUNDCOVERS SHRUBS AND GROUNDCOVERS FIVE (5) FEET OF EXISTING PALM TRUNKS. (.) caw ', ·1-. ·. ·. . · ... ··.. .. . . [=:J •···..... C:-/ TH~ AREA, TY~CAL ~i· . · .. ······.... . ····· ... / . . . ···· ..... • / THIS AREA, TYPICAL •. /.. / ' [77 • • Q . . • r-, ~ Z I . ~ , • ···:-:: .. ~····· ······.... ~ •••• ····.. ······~. ··. Eh: ~ ···• ..... ···•..... -< ___,__, - ----·,: , l\7:.·.:•·.•.= .... ·• • C-;i__.. • .• ~~ .. -.. • .. ······.• .....•. > l/.~ ·······• ....• ·•• .... • .. fw. ·. -. ~co,=,=y'"_· -/=··•. ~~::~===""'~} I°'-:-.·.· .. ~.·.·.···•.. . jf-.,, -'. ···~. • • • •. ••••• ·f' I •••••• -"• ' c. • ··• ••• ••••••••••• ',;a I , • • • • • (w 9 -"____~: ', ~ ..:; ~1.·· .. ...__,, •·•· ..... •• ••..... --:-:---··• •........ •• ••...... ~· •••••• ••• •. 131 •••.•. ~··• ..... ··• ........ ""=======.=P' .. •• .. ~·. ~ ._/···· ...... ~ -··. ··. ··. • .. ·• .. •••••• ......... ·~ -~ -~·• ®·.®•~""'====!-.=e=i==e= ... -··=.=.~) ~<·•®•.·® ~ .~v (.) ! REMOVE FROM SITE ALL EXISTING ~ SHRUBS AND GROUNDCOVERS ::!!: ,... ---------------------------------------"R""EMOVE FROM SITE ALL Ex=1s=T=1N=G--------------------- ----- - -- ---~-- - --=~~, = - -- -~---- - ------------------~~~121g~EPkX~N"~~ oAb.Nb---~ ~-REMOVE FROM SITE ALL EXISTING REMOVE FROM SITE ALL EXISTING REMOVE FROM SITE ALL EXISTING REMOVE FROM SITE ALL EXISTING ---' ~ ..,....,..,,... SHRUBS AND GROUNDCOVERS SHRUBS AND GROUNDCOVERS SHRUBS AND GROUNDCOVERS SHRUBS AND GROUNDCOVERS SHRUBS AND GROUNDCOVERS IRRIGATION IN PLACE. THIS AREA EXCEPT VINES ON THIS AREA EXCEPT VINES ON THIS AREA EXCEPT VINES ON THIS AREA EXCEPT VINES ON THIS AREA EXCEPT VINES ON -TYPICAL EXISTING HEMEROCALLIS WAtt S--;-TYPICAL. l"Retl'ECT ALL ----WWALLS, TYPIGAL._.>ROTECT ALia-----WALLS,--'fYl"ICAL. PROTEC-T-P.-tl _ _ WAl±-S.---fYPICAL. PR-e:FE&r ALL -WAl±-S, TYPICAL. ---PRe=FECT ALL ~-_ PLANTINGS, PROTECT IN PLACE __ _, IRRIGATION IN PLACE. IRRIGATION IN PLACE. IRRIGATION IN PLACE. IRRIGATION IN PLACE. / IRRIGATION IN PLACE. REMOVE FROM SITE ALL EXISTING ~TYPICAL EXISTING HEMEROCALLIS r TYPICAL EXISTING HEMEROCALLIS rTYPICAL EXISTING HEMEROCALLIS -TYPICAL EXISTING HEMEROCALLIS , TYPICAf_ EXISTING HEMEROCALLIS -TYPICAL EXISTING HEMEROCALLIS SHRUBS AND GROUNDCOVERS PLANTINGS, PROTECT IN PLACE PLANTINGS, PROTECT IN PLACE PLANTINGS, PROTECT IN PLACE PLANTINGS, PROTECT IN PLACE / PLAN'ffMGS, PROTECT IN PLACE PLANTINGS, PROTECT IN PLACE THIS AREA EXCEPT VINES ON t--------j------t--'-=-'=---=--~. ~'-'-"-._._."-'=~--/-/---+--"--='-"..:.C"-'="---'--c="="-'-"-'--'-"'-"'-=---/-/----1-/----__o::__',""-'-"'""-",----'=-"~"-'---''-"--'=~"---/-----,,L_ __ +---'-"""-"",__,.,,_-'-"'"-"=''-'--"."__r_'""'-'~/--,L----/---'--='"'-'-"'-"-"''--'-c:"-"'='-"-'"'---'--""'-'=----/---,1-'....___--l-_.'.:.-='.:'.'..':.'..".:~~~:'..'.._c'~':':'.':"=-1 /_ __ _J___---'.,;;AttS--;4Yl"IC-At:;-l"RcHEC-T-AL>+-t -• -~ ~ " .:_i t © 1 '-IRRIGATION IN PLACE.--, I , -~--~ I ~ -~ , JE. ' • " ' I ✓ / I / --, / I <) D , I ,- RECORD DRAWINGS These Record Dra\Nings have been prepared based on information submitted, in part, by others. While this information is bel ieved to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ( ---- j;, » PRO~ I PLAcf::L!EXISTING PALM TREES, TYPICAL w □ REMOVE EXISTING IRRIGATION VALVES & D REMOVE FROM SITE ALL EXISTING SHRUBS AND GROUNDCOVERS THIS AREA, TYPICAL HEADS AND GIVE TO CITY. DEMOLISH AND REMOVE FROM SITE EXISTING LATERAL ~---1 LINES. PROTECT IN PLACE EXISTING ~----------==-------==::,- MAINLINE AND VALVE WIRING, TYPICAL. CROSS-HATCH PATTERN DENOTES AREA OF -- D ----> ------------PACIFIC EMBOSSED CONCRETE REMOVAL WITH 24 --;c.-.a~~l::L Qf:E-P-€XG:AVATION OL .S_QIL AND EX. 6~~~R~g~gR_c~~~-D:::'~it' WITH-IN-+_-_ - - - --__ COAST HWY EXISTING TANK ROAD APPROXIMATELY 2.5 FEET BELOW ROA!)_,_ EXISTING EMBOSSEDCONCRETE WITHIN NOSINGS TO REMAIN PROTEe'fffi IN PLACE AS SHOWN 0 DJ <( w w U) CJ EXISTING CURBS, PROTECT IN PLACE 123' ---FIVE (5) OF EXISTING PALM TRUNKS. ----__ ----1 - ' PROVIDE 8' MINIMUM LENGTH ALONG-- ------------ ----------- w z SAWCUT LIME --,_ SAWCUT STRA=IGccH=T-CTNE;--AblG~~N~G~;--~1----------WITH PATTERN JOINTS, REMOVE ...J TYPICAL EXISTING HEMEROCALLIS I - - ---- - - --~+ -~IIN.Gs,_ ERO.TECl lli _f'LACE ----= -----(.) --- ~ ::!!: --E-MBG~la:D -.CQNCRETE WHERE SHOWN. ---- TYPICAL EXISTING HEMEROCALUS-- - -- PLANTINGS, PROTECT IN PLACE -------- REMOv'Er ROM SITE ALL EXISTING REMOVE FROM SITE ALL EXISTING SHRUBS AND GROUNDCOVERS THIS AREA EXCEPT VINES-O N WALLS, TYPICAL. PROTECT ALL IRRIGATION IN PLACE. SHRUBS AND §ROUNDcOVERS r ------7f---1 -------~~-----1-r__--'L ~THIS AREA EXttPT VINES ON AbbS,~. PROTECT ALL --- D IRRIGATION IN PDXCE=-==-----,L __ -- --~Al t:xtSfl t>!G_H EMEROCALLIS PLANTINGS, PR.Qif(;_l 11'1 -Pb<l.C,f; _ !# REMOVE FROM SITE ALL EXISTING'" --_ - SHRUBS AND GROUNDCOVERS--------:f FIIS AREA EXCEPT VINES ON --(.) WALLS, TYPIC:t\1:::--F-'ROTECT ALL 1- IRRIGATION IN PLACE. ------I TYPICAL EXISTING HEMEROCALLIS PD,t,ffl-NGS, PROTECT IN PLACE ------ SHEET INDEX \ 1 SHT4 6) NORTH 1"=20' 6) NORTH 1"=20' SHT2 SHT 5 SHT6 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG i--BA_s1_s o_F_s_EA_R_ING_s_: ----------1 BGB I DESIGN GROUP BENCHMARK: Landscape Architecture Planning Urban Design j1.'j 1:_:, :_::·1 i\i-'N:]\: ,1\verL,e-,C_,cst:=:-: [\:les,J, (__/\ :::12r__:.. FJ Tl L-:)L'.~'.,-'')? J 8 L-5L'.~'.-r,, f) / () ;1Jb r--c_-:-.'.c,n-- PROTECT IN PLACE ALL EXISTING PALM TREES, TYPIC/@ TYPICAL EXISTING BLOCK WALL R.o. NO. DATE DESCRIPTION OF REVISIONS APPROVED APPROVAL RECOMMENDED: & 10-15-19 PREBID RFI REVISIONS PATRICK ARCINIEGA, RCE 70740 i-==+------1--------------------------1------I SENIOR CIVIL ENGINEER DATE: DESIGNED: DRAWN: AG HK CHECKED: DATE: AG 12-7-17 20' 10' 0 20' 40' 60' SCALE: 1 "=20' C-7189-2 LANDSCAPE DEMOLITION PLAN WEST COAST HIGHWAY MEDIAN LANDSCAPING PHASE 2 C-7189-2 Phase 1 Boundary to Newport Blvd. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6094-S SHEET 3 OF 19 0 ----------- R.O.W. \-D D D D V 0 R.0.W----- <- ' .. ' . ' , LU -- ,_ - ---- ~-L --------------------~ @] ~ 0 :c r z m 0 en A m m-------- cn :r 111 m m -I EXISTING EMBOSSED CONCRETE WITHIN NOSINGS TO REMAIN PROTECTED IN PLACE AS SHOWN ''' D '' EXISTING TANK ROAD APPROXIMATELY 2.5 FEET BELOW ROAD. ' ' ' ' PACIFIC COAST HWY '' ' ' ' ' EXISTING CURBS, PROTECT IN PLACE ----------------------------------------- ' • ' -------------------- EXISTING CURBS, PROTECT IN PLACE EXISTING EMBOSSED CONCRETE TO REMAIN PROTECTED IN PLACE AS ----- W +-------====L=--====---:=---:===---==-=====------1-----_l_===-==-=====---=-====----:=----:====-==-=---=---=-=-_ll -----------=---=---=--====----==----====---=:.....l::===--=-----~=-=----==--=---==-='-=_:_=\ SHOWN ___ _ . w > - 0 m <( w - w en LI.I ' w z - -------------------------------------------------------------------------------------------------------------------------------- R.O.W. REMOVE FROM SITE ALL EXISTING __ REMOVE FROM SITE ALL EXISTING REMOVE FROM SITE ALL EXISTING SHRUffS-AI\ID GROUN~COVERS SHRUBS AND GROUNDCOVERS SHRUBS AND GROUNDCOVERS THIS AREA EXCEPT VINES ON THIS AREA EXCEPT VINES ON THIS AREA EXCEPT VINES ON WALLS, TYPICAL. PROTECT ALL WALLS, TYPICAL. PROTECT ALL WALLS, TYPICAL. PROTECT ALL -IRRIGATION-H>l--l"LACE. -----, IRRIGA+ION IN PLACC:-.---IRRIGAf lON IN PlcAGE- REMOVE FROM SITE ALL EXISTING SHRUBS AND GROUNDCOVERS THIS AREA EXCEPT VINES ON WALLS, TYPICAL. PROTECT ALL IRRIGATION IN PLACE. EXISTING UPGRADED LANDSCAPE AREA. CONTRACTOR SHALL PROTECT IN PLACE ALL PLANTING AND IRRIGATION WITHIN THIS AREA. VERIFY WITH CITY ENGINEER. TYPICAL EXISTING HEMEROCALLIS PLANTINGS, PROTECT IN PLACE TYPICAL EXISTING HEMEROCALLIS PLANTINGS, PROTECT IN PLACE TYPICAL EXISTING HEMEROCALLIS ______ /------------------------------~'-----"\ PLANTINGS, PROTECT IN PLACE □ D PR XI STING PALM TREES, TYPICAL TYPICAL EXISTING BLOCK WALL □ I I A @] □() □ -EXISTING TANK ROAD APPROXIMATELY 2.5 FEET BELOW ROAD. □ -- PROTECT IN PLACE ALL EXISTING PALM TREES, TYPICAL □ - - A A □ ) RECORD DRAWINGS These Record Dra\Mngs have been prepared based on information submitted, in part, by others While this information is bel ieved to be reliable City of Newport Beach is not responsible to its accuracy, nor for errors or omissions 'Nhich may have been incorporated into these plans as a result ). "-A A '-.__./ -"-A} '...A AAA 1 r EXISTING TANK ROAD APPROXIMATELY 2.5 FEET BELOW ROAD. --+- □ R.O.W -- CROSS-HATCH PATTERN DENOTES AREA OF EMBOSSED CONCRETE REMOVAL WITH 24 INCH DEEP EXCAVATION OF SOIL AND EX. TANK ROAD CONCRETE. DISPOSAL BY CONTPAC+OR. DO NOT-DIS+URB SOIL 'VITU" FIVE (5) FEET OF EXISTING PALM TRUNKS. - -- -- D REMOVE EXISTING IRRIGATION VALVES &- HEADS AND GIVE TO CITY. DEMOLISH AND REMOVE FROM SITE EXISTING LATERAL LINES. PROTECT IN PLACE EXISTING MAINLINE AND VALVE WIRING, TYPICAL. REMOVE FROM SITE ALL EXISTING SHRUBS AND GROUNDCOVERS PAC IF IC COAST HWY / ------------------------------------~ --------_________ ,,__ ___ ------------------------------~------~--; I r EXISTING CURBS, PLACE PROTECT IN ( EXISTING EMBOSSED CONCRETE TO REMAIN PROTECTED IN PLACE AS SHOWN /-)+n::-:, -----I ----:J4-0D I -r--:E-X-IS_T_IN-G-EMBO-SS_E_D_C_ONCRETE • ---~-~ --------~.~ __ T_H_IS_AREA, TYPICAL\~-.--.. _-----_- WITHIN NOSINGS TO REMAIN r EXISTING CURBS, PROTECT IN PROTECTED IN PLACE AS SHOWN PLACE Cl ' ' I I ' 1 ' ' ' . ' . I I I I ' ' ' I I 11 ' '' I I I I \Jld :, Tf I 'I I NORTH 1 "=20' LO I-w w :c en w C I w en I LL w J 1/ 1~· ; g . ____________________________________________________ L ___________________________________________ --~-____ L,...,.. __ ---~~-~~~~~~-----~-~--------------------~---:~-~w-ov-c1u-DT_E_Ls-I~-E-M-IN-IM_U_M_L_E_N_G_T_H_A_L_O_N_G_~_1--~~ ___ -~~~--_ -~~~-______ :E ...._ SAWCUT STRAIGHT LINE, ALIGNING U z ~ WITH PATTERN JOINTS, REMOVE I:;; EMBOSSED CONCRETE WHERE SHOWN. ...._ f-> R.O.W. (;:, ' ' CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG r;-:, "' * , (□ \ ' 7 ' " BASIS OF BEARINGS: BENCHMARK: (;:, (;';, ' ~ t' / ~ 1) □ p -r.r. I I "--. BGB IDESIGN GROUP Landscape Architecture Planning Urban Design j b'c (_' Ly,;,:,/ A,verL.e.,CJ3tO Vl23CI, :_.6 cl -7 4-.:14~---FiJ? F: 7 4-.:=:iL~---,:;7?, Y,,_ ~' w \ I ) D D ~ ..0..,-~ R.O.W.:... I --"'1, . \I . . . ' ' V ' y SHEET INDEX SHT2 \..H-IDSCA,'t-NO. DATE DESCRIPTION OF REVISIONS APPROVED APPROVAL RECOMMENDED: 0'-'0 0· 'f-.OBZ£;,"' ~ 1--/,\~,---1-1-0----1-5-----,9-f-P-R-E-BI_D_R_F_I -RE_VI_S-IO_N_S-------------------+----1 PATRICK ARCINIEGA, RCE 70740 ¢ if -Vo 1' Cj "' "' ::; :j, SENIOR CIVIL ENGINEER * DATE: DESIGNED: DRAWN: AG HK CHECKED: DA TE: AG 12---7---17 ::E I 20' 10' 0 20' 40' SCALE: 1 "=20' C-7189-2 LANDSCAPE DEMOLITION PLAN WEST COAST HIGHWAY MEDIAN LANDSCAPING PHASE 2 C-7189-2 Phase 1 Boundary to Newport Blvd. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6094-S SHEET 4 OF 19 ~ 0 cc <( w w (/) '<:;f- 1-- ftj 0 fjj (/) --_R.o.w -....: -- Cl EJ ·REMOVE EXISTING IRRIGATION VALVES & HEADS AND GIVE TO CITT: DEMOLISH AND REMOVE FROM SITE EXISTING LATERAL LINES. PROi'ECT IN PLAC!o -EXJSTING MAINLINE AND VALVE WIRING, TYPICAL. REMOVE FROM SITE AL C EXTSTING SHRUBS AND GROUNDCOVERS THIS A REA, TYPICAL --------' ----- .... ···········------· --®------------------ EXISTING TANK ROAD APPROXIMATELY 2.5 FEET BELOW ROAD. REMOVE EXISTING IRRIGATION VALVES & HEADS AND GIVE TO CITY. DEMOLISH AND REMOVE FROM SITE EXISTING LATERAL LINES.PROTECT IN PLACE EXISTING MAINLINE •• AND VALVE WIRING, TYPICAL. -- PAC IF IC COAST HWY REMOVE FROM SITE ALL EXISTING l'A I SHRUBS AND GROUNDCOVERS ·1, \, CROSS-HATCH PATTERN DENOTES AREA OF EMBOSSED CONCRETE REMOVAL WITH 24 INC H DEEP EXCAVATION OF SOIL AND EX. TANK ROAD CDNCRETC .DTSPOSAL BY CONTRACTOR. DO NOT DISTURB SO IL WITHIN FIVE (5) FEET OF EXISTING PALM TRUNKS. EXISTIN G CURBS, PROTECT IN PLACE r REMOVE EXISTING IRRIGATION VALVES & HEADS AND GIVE TO CITY. DEMOLISH AND REMOVE FROM SITE EXISTING LATERAL --LINES. PROTECT IN PLACE-EXISTING MAINLINE AND VALVE WIRING, TYP ICAL. D -----Jl:il.S.....AEEA, _TYPICAL ___ -;: __________________ _ REMOVE FROM SITE ALL EXISTING SHRUBS AND GROUNDCOVERS THIS AREA, TYPICAL □ ~ I ---I ----- I - CROSS-HATCH PATTERN DENOTES AREA OF EMBOSSED CONCRETE REMOVAL WITH 24 IN CH DEEP EXCAVATION OF SOIL AND EX. _,_, TANK ROAD CONCRETE. DISPOSAL BY - CONTRACTOR . DO NOT DISTURB SOIL WITHIN FIVE (5) FEET OF EXISTING PALM TRUNKS . -1 - ------- R.O. □ TYPICAL ExiSTI NC '""T!UleH¥.:Al< 121JS. PALMS TO BE PROTECTED IN PLACE------- D □ RECORD DRAWINGS These ReC?rd [?r~vving s h:3-ve_been prepared based on information submitted, in part, by others. While this rnformatmn IS believed to be reliable, Crty of Nev.port Beach is not ~espons1ble to its accuracy, nor for errors or omissions INhich may hav e been inco rporated into these plans as a result □ □ REMOVE EXISTING IRRIGATION VALVES & HEADS AND GIVE TO CITY. DEMOLISH AND REMOVE FROM SITE EXISTING LATERAL LINEs:·--pROTECT IN PLAc~i::-EXISTING •• MAINLINE AND VALVE WIRING, TYPICAL. PACIFIC COAST HWY REMOVE FROM SITE ALL EXISTING SHRUBS AND GROUNDCOVERS THIS AREA, TYP ICAL EXISTING CURBS, PROTECT IN PLACE ----------------______ L ___________________ _ 00 114+00 .L tffi. 110+ TYPICAL EXISTING HEMEROCALLIS PLANTINGS, PROTECT IN PLACE REMOVE FROM SITE ALL EXISTING TYPICAL EXISTING TRACHYCARPUS PALMS TO BE PROTECTED IN PLACE SHRUBS AND GROUNDCOVERS THIS AREA EXCEPT VINES ON WAL LS, TYPICAL. PROTECT ALL IRRIGATION IN PLACE. I EXISTING CURBS, PROTECT IN PLACE 250' □ R.O.W D TYPICAL EXISTING BLOCK WALL EXISTING TANK ROAD APPROXIMATE LY 2.5 FEET BELOW ROAD. EXISTING EMBOSSED CONCRETE WITH IN NOSINGS TO REMAIN PROTECTED IN PLACE AS SHOWN 0 ---------------------=------------ i <1 ---1- ----- 0 <( 0 er. ~ ------------------------------------ 112+00 ----1--- REMOVE FROM SITE ALL EXISTING SHRUBS AND GROUNDCOVERS TH IS AREA TYPICAL EXISTING TRACHYCARPUS EXCEPT VINES ON WALLS, TYPICAL. PALMS TO BE PROTECTED IN PLACE PROTECT ALL IRRIGATION IN PLACE. -~TYPICAL-EXISTING HEMEROCALLIS • -TYP ICAL EXISTING HEMEROCALLIS -- PLANTINGS, PROTECT IN PLACE PLANTINGS, PROTECT IN PLAC E REMOVE F ROM . SITE ALL .. E:XlSTING SHRUB.S .. AND GROUNDCOVERS THIS AREA EXCEPT VINES ON WALLS, TYPICAL. PROTEC T ALL IRRIGATION IN PLACE. \ PROTECT IN PLACE ALL EXISTING PALM TREES, TYPICAL // □ REMOVE FROM SITE ALL EXISTIN G SHRUBS AND GROUNbt6VERS THIS AREA EXCEPT VINES ON WALLS, TYPICAL. PROTECT ALL IRRIGATION IN PLACE. TYPICAL EXISTING HEMEROCALLIS PLANTINGS, PROTECT IN PLACE EXISTING EMBOSSED CONCRETE WITHIN NOSINGS TO REMAIN I PROTECTED IN PLACE AS SHOWN :::c L \ (0 -------------------0 ---------,;------------,-=-==--=-===-==trn -~e-+----<:::c 118+00 +- 119+00 (/) w w (/) ~ ...J w cc w w (/) (!) (!) w z ...J :::c (.) 1-:: <(. -----·-------- REMOVE FROM SITE ALL EXISTING SHRUBS AND GROUNDCOVERS THIS AREA EXCEPT VINES ON WALLS:-17fl"itAL PROTECTALL REMOVE-FROM ~ITE ~LL EXISTING • -REMOVE FROM SITE ALL EXISTING •• ------------------------------------- :::c w z ----------...J ~ IRRIGATION IN PLACE. SHRUBS AND GROUNDCOVERS SHRUBS AND GROUNDCOVERS THIS AREA EXCEPT VINES ON __ THIS AREA EXCEPT Vll)flj;S ON -.. • WAITS~--TYPICAL. PROTECT ALL --WALLS, TYPTCi'IL·.-PROTttT ALL TYPICAL EXISTING HEMEROCALLIS IRRIGATION IN PLACE. . IRRIGATION IN PLACE. PLANTINGS, PROTECT IN PLACE ~ PROTECT IN PLACE ALL EXISTING PALM TREES, TYPICAL CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG □ TYPICAL EXISTING HEMEROCALLIS PLANTINGS , PROTECT IN PLACE TYPICAL EXISTING BLOCK WALL BASIS OF BEARINGS: BENCHMARK: □ D TYPICAL EX ISTING HEMEROCALLIS PLANTINGS, PROTECT IN PLACE BGB IDESIGN GROUP Landscape Architecture Planning Urban Design 3185 Cl Airway Avenue,Cos t a Mesa, CA 92626 P: 714-545-2898 F 714-545-2878 bgb-inc.co m 1-~i'IDSC NO. DATE DESCRIPTION OF REv1SIONS ~""'<:)0 "-082 ffi 10-15-19 PREBID RFI REVISIONS !j.J! :_; ~ * .· . "';,;, - / □ :::c (.) ~ ~ I / --d~=-'e-----cr------~--c,""':~~~~ (§) SHEET I SHT2 APPROVED APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DATE: DESIGNED: DRAWN: AG HK CHECKED: DA TE: AG 12-7-17 NORTH 1"=20' 20' 10' 0 20' 40' 60' • SCALE; 1 "=20' C-7189-2 LANDSCAPE DEMOLITION PLAN WEST COAST HIGHWAY MEDIAN LANDSCAPING PHASE 2 C-7189-2 Phase 1 Boundary to Newport Blvd. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6094-S SHEET 5 OF 19 IO 1-w w I Cl) w w Cl) EXISTING EMBOSSED CONCRETE WITHIN NOSINGS TO REMAIN PROTECTED IN PLACE AS SHOWN ------------------------------------ EXISTING TANK ROAD APPROXIMATELY 2.5 FEET BELOW ROAD. PACIFIC COAST HWY I L _L_ ___ _,f_ ___ _L_ ___ _L_ ___ _L_------------- w z ...J I t) ~ 2 ------ / 0 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG I- --------------- REMOVE FROM SITE ALL EXISTING SHRUBS AND GROUNDCOVERS THIS AREA EXCEPT VINES ON WALLS, TYPICAL. PROTECT ALL -~--------------REMOVE FROM-SITE-ALL EXISTING-- SHRUBS AND GROUNDCOVERS ~Thm\lE-TROM SITE ALL EXISTING - SHRUBS AND GROUNDCOVERS THIS AREA EXCEPT VINES ON WALL£,----~ICAL. PROT-ECL-AL~ IRRIGATION IN PLACE. / BASIS OF BEARINGS: BENCHMARK: TYPICAL EXISTING HEMEROCALLIS PLANTINGS, PROTECT IN PLACE I 0 THIS AREA EXCEPT VINES ON -. -WALLS,---l'l'-PICAL. PROTEC---'f-AlcL • IRRIGATION IN PLACE. TYPICAL EXISTING HEMEROCALLIS PLANTINGS, PROTECT IN PLACE IRRIGATION IN PLACE. TYPICAL EXISTING HEMEROCALLIS PLANTINGS, PROTECT IN PLACE / / 0 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. W hile this information is believed to be reliable, City of Newport Be;ach is not responsi ble to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result BGB IDESIGN GROUP Landscape Architecture Planning Urban Design j d':: c· ,t,,,j,-\\'~-\/ ,A,ve.1-·L,e.,c:,J3to \/l23(1, '._./1. J -7 4-.:14~---FiJ? F: 7 4-.:=:iL~---,:;7?, NO. DATE 10-15-19 EXISTING MEDIAN NIC. PROTECT IN Pl ACE ALL IRRIGATION, PLANTING AND CONSTRUCTION. REFER TO~- IRRIGATION SHEET 11 FOR VALVE LID NUMBERING NOTE. 0 \ ~ a a ~ ~ ~ LL -------------------~~~---=-ce--,--,c ------------0 REMOVE FROM SITE ALL EXISTING REMOVE FROM SITE ALL EXISTING I--REMOVE FROM SITE ALL EXISTING SHRUBS AND GROUNDCOVERS THIS AREA EXCEPT VINES ON WALLS-;-fYPICAL. PRO'fEe'f-ALL IRRIGATION IN PLACE. TYPICAL EXISTING HEMEROCALLIS PLANTINGS PROTECT IN D SHRUBS AND GROUNDCOVERS SHRUBS AND GROUNDCOVERS 2 THIS AREA EXCEPT VINES ON THIS AREA EXCEPT VINES ON ...J WAbb-5,-+'r'~IGAb-P~G+E-{;-L-Abb---WAbb-~CAL;;-~AtrO~T-E:C~T~:A":'L-L~~:~~:~~~~~-/------r----Jl IRRIGATION IN PLACE. IRRIGATION 7N-fl.i. E. TYPICAL EXISTING HEMEROCALLIS < PLANTINGS PROTECT IN PLACE / TYPICAL EXISTING HE ER0GAL S PLANTINGS, PROTECT IN PLACEE7 ~-~----J 0 ---= CJ CJ (5) SHEET INDEX NORTH 1 "=20' 20' 10' 0 20' 40' SHT2 60' • SCALE: 1 "=20' C-7189-2 DESCRIPTION OF REVISIONS PREBID RFI REVISIONS APPROVED APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DATE: DESIGNED: DRAWN: AG HK CHECKED: DA TE: AG 12-7-17 LANDSCAPE DEMOLITION PLAN WEST COAST HIGHWAY MEDIAN LANDSCAPING PHASE 2 C-7189-2 Phase 1 Boundary to Newport Blvd. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6094-S SHEET 6 OF 19 • -~\· _____________________________________ _.:;_~----::;-"":""""'.------,;___----~f, __ ........_ _____ --, ~ ~~---_---~ -=--_:--:-_·· ----= --= "= --=--= ;,( ·-.; .. C ;;~~N.,;T,;,,;~~l~~R ~--~ A ) """ --• X --=--""' -=--=-.l ' ',' : • ' ~ ••• • • • • • • • ~ . . ., ,;-;-; . . . ' ;".', --=--___: -_---. ~ -=---=----x_ : : \J-) VA1iON \ r "-- ) \ -EXISTING CONTROLLER 'c', RAINMASTER 30 STATION DX SERIES IN -~--- ® R.O.W. • •. ,, --' •,• .. ,c. ....... ;_ ...z:-•--·----_..;;c=--.=cc.--c--=--= PACIFIC IRRIGATION PEDESTAL MOUNT ENCLOSURE. CONTRACTOR ,, •. ,·, I(>. -n--·-·· ··ii~~~~?~iL~~~~;~~rQ;~~A~i~g~t~:~!~\~~:~~~0•1F30~···----□-:-)"''·rf·~~=.□c=••···=·~=i:.:Cl;"'·,:-,:L:"".,-.,·:::;-_-==_·~"'~·CC·:::~~~p~-~~~IN~··~T~O~~F==;=c~o~~N~N~E~C~T~IO~-~~~-~P~O~.~~~~:~~~~· ~~~~~T~···~~R~-:;::::·2···-'.::·:::.=□~'~1 1-=~-,,,;',,;''-=-<''.,:<;,.,'"'""''~-··!,:;,l-.""""~di'-'·:,~·..,,..,·.,.-.-!••.,,,,·1.,.i,'wl.· .. e:::::.··::·J..~,,,-...,."'<::,o::,.:t_R~,.~o.;w~."""~ □ <) □ i '! -r ·-------- -j r I o □ 77+00 ~ Cl:'. 0 -~ r5\ 0 LL 0 f- ~ _J ····-~---------------- \ _,,, .. _,-·--~-==---1-----====--- I q,i --' ----~---······•'11! .. ., ••• ,.::;t:: -................... !(IJl , ... ~ 0 -......... 0 ...... . ----------- I RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Nevvport Beach is not responsible to its accuracy, nor for errors or omissions vvhich may have been incorporated into these plans as a result BASIS OF BEARINGS: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BENCHMARK: •J □ EX, WIRE ' PACIFIC COAST HWY EXISTING RAIN BIRD RAIN BIRD RAINBIRD RAIN BIRD RAIN BIRD RAINBIRO RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD -79+00 C ,. -j\J3l4" ' ,i' '' ' . , ,,_ ' ''"---, I" I;_, ~"' ,._ ,..:;·• ~ .,,, ~ ~ -'' -''3/4µ 314•~--->. \1" "-" ,_ -., -_, ,_, ' . , " NOTE: CD REPLACE ALL HEADS LOCATED WITHIN COVERAG E AREA OF EXISTING PROJECT CONTROLLER ALONG THE SOUTH SIDE OF WEST PACIFIC COAST HIGHWAY PARKWAY PLANTER INC LUDING IRRIGATED AREA AT CORNER OF W. BALBOA BLVD. ALL POP -UP HEAD REPLACEMENTS (FROM THE LATERAL CONNECTION AT THE EXISTING TEE) SHALL MEET STANDARD OF DETAI L 6 / SH EET 13, ALL SHRUB ADAPTER HEADS SHALL MEET STANDARD OF DETAIL 9 / SHEET 12. EXISTING VALVE NOTES: CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING VALVES ON MEDIAN ISLANDS, REPLACE EXISTING MEDIAN VALVES WITH PROPOSED VALVES SHOWN ON THESE DRAWINGS USING EXISTING WIRES WHER E AVAILABLE. RUN NEW WIRES FOR ANY NEW VALVES WHICH DO NOT HAVE EXISTING WIR ES AVAILABLE. REFER TO DETAIL 8/SHT 13 FOR WIRE SPLICE DETAIL. ALL VALVES IRRIGATING SIDE PANEL PLANTINGS SHAL L BE PROTECTED IN PLAC E AND KEPT OPERAB LE. RE-NUMBER ALL VALVES ON "AS-BU ILT" RECORD DRAWINGS AND HAVE NUMBERS BRANDED ONTO NEW LIDS ON VALVE BOXES AND TAGGED INSIDE VALVE BOX TO MATCH THE DRAWING. REPLACE EXISTING HEADS PER THE LEGEND BELOW: REPLACEMENT 1806-SH -B TORO SB-180-PC2/570Z-6P-PRX-COM PA-BS SCST B TORO SB 4 180 PC2/570S-PRX-COM PA-BS-100-LA TORO O-T-10-0/570S-PRX-COM PA-BS -1 OH-LA TORO 0-T-10-H/570S-PRX-COM PA-BS-120 TORO 0-T-12-Q/570S-PRX-COM PA-8S-12H TORO 0-T-12-H/570S -PRX-COM PA-8S -12F TORO O-T-12-F/570S-PRS -COM PA-8S-15Q TORO 0 -T-15-Q/570S-PRX-COM PA-8S-15H TORO 0-T-15-H/570S-PRX-COM 1806-1 OH -LA TORO O-T-10-H/570-Z -P-PRX -COM 1806-12H TORO 0-12-H/570-Z-P-PRX-COM 1806-15H TORO O-T-15-H/570-Z -P-PRX-COM )" I' ;C O+ () \ 1-114;;..,,.,, • , = "/ ~), \"' " l ---- R.0,W. CJ QTY 276 433 1 12 2 3 3 1 1 1 15 6 9 □ □ ~ I) ' -- PROTECT 1: ::cf EXISTING t..i:1;---W I '-J PROTECT-IN PlAh EXISTING "SID E PAN EL" IRRIGATION SYSTEMS. CONIR,'\C:TOR SHALL PROVIDE .'l , . ALL LABOR AND MATERIALS TO REPAIR AND/OR ., .. ··// / ·-... UPGRADE [XISTING IRRIGATION SYSTEM WITHlN THE SCOPE OF WORK,.AREA TO THE SATIS FACTION OF \ ' \ \ /' INEER, TYPICAL ·-i j /[.__Ex 2" MAINLINE - ~w~---c::c .... _EX 4" SLEEVE NOTE: ABOVE QUANTITIES BASED UPON AVAILABLE AS -BUILTS. FIELD COND ITIONS MAY VARY. CONTRACTOR SHALL MAKE ANY AND ALL ADJUSTMENTS TO INSURE PROPER COVERAGE AT THE DISCRETION OF THE CITY INSPECTOR. BGB IDESIGN GROUP Landscape Architecture Planning Urban Design j •1rJ5 C1 Ainvoy Ave1 l .. e,Co s~.o ldeso, C/\ 9 L 6 2b P: 71 4-545-28 Cl8 F: 71 "--5"-5-2 878 bgb-inc.corn 1.-0"1C>SCAl't 1-N~'O_, -l---□A_T_E_-+D_E_s_cR_IP_T_IO_N_OF_RE_v_1s_1o_N_s _________________ -t-AP_P_R_o_vE_D'1 APPROVAL RECOMMENDED: 0"<::;+_V.OBZf ;c J?c /\1 10-15-19 PREBIO RFI REV1S10NS PAT RICK ARCINIEGA, RCE 70740 ~ff 1io1, ~ G 'I,--SENIOR CIVIL ENGINEER ,-. '< _, J:: * ft.noill fi'/6 s,.Jir.--------C QF CM-- DATE: DESIGNED: DRAWN: AG HK CHECKED: DATE: AG 12-7-17 ~--.....__-~o.w (§) NORTH 1 "=20' -------·------. ['.§J NORTH 1 "=20' ,:;& -Iv\. T. ( 1'1 o"'W'M e11+ -y; e.. A) '.See 5urve,yor eovv1ev ve.c O .,-c/ SEE SHEET 12 FOR IRRIGATION NOTES AND LEGENDS, TYPICAL SHT9SHT 10 sHT 11 20' 1 O' 0 20' 40' 60' SCALE: 1 "=20' C-7189-2 LANDSCAPE IRRIGATION PLAN WEST COAST HIGHWAY MEDIAN LANDSCAPING PHASE 2 C-7189-2 Phase 1 Boundary to Newport Blvd. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6094-S SHEET 7 OF 19 CD t-- f-UJ UJ I (/) UJ UJ (/) i':o (8 - I r-, -J-------.................. -----------··-·· --- I -~ () D , ... ,. ' R_O.W RECORD DRAWINGS These Record Dravvings h~ve_been_ prepared based on information submitted, in part, b others. ~h1le t~1s 1nformat1on 1s believed to be reliable, City of Newport Beach is not y responsible to its accuracy, nor for errors or omissions vvhich may have been incorporated into these plans as a result. Qj i I : If,-?-• ~ :I; ~=\~ ~~I * '. __ ..# JI EXISTING RAINS/RD RAIN BIRD RAIN BIRD RAIN BIRD RAINBIRD RAIN BIRD RAIN BIRD RAINBIRD RAIN BIRD RAIN BIRD RAINBIRD RAINBIRD NOTE: RE PLACE ALL HEADS LOCATED WITHIN COVERAGE AREA OF EXISTING PROJECT CONTRO LLE R ALONG THE SOUTH SIDE OF WEST PAC IFIC COAST HIGHWAY PARKWAY PLANTER INCLUDING IRRIGATED AREA AT CORNER OF W_ BALBOA BLVD. ALL POP-UP HEAD REPLAC EMENTS (FROM THE LATERAL CONNECTION AT THE EXISTING TEE) SHALL MEET STANDARD OF DETAIL 6 / SHEET 13. ALL SHRUB ADAPTER HEADS SHALL MEET STANDARD OF DETAI L 9 / SHEET 12. EXISTING VALVE NOTES: CONTRACTOR SHALL LOCATE AND IDENTIFY EX ISTING VALVES ON MEDIAN ISLANDS. REPLACE EXI STING MEDIAN VALVES WITH PROPOSED VALVES SHOWN ON THESE DRAWINGS USING EXISTIN G WIRES WHERE AVAILABLE. RUN NEW WIRES FOR ANY NEW VALVES WH ICH DO NOT HAVE EXISTING WIRES AVAILABLE. REFER TO DETAIL 8/SHT 13 FOR WIRE SPLIC E DETAIL. ALL VA LVES IRRIGATING SIDE PANEL PLANTI NGS SHALL BE PROTECTED IN PLACE AND KEPT OPERABLE. RE-NUMBER ALL VALVES ON "AS-BUILT" RECORD DRAWINGS AND HAVE NUMBERS BRANDED ONTO NEW LI DS ON VALVE BOXES AND TAGGED INSIDE VALVE BOX TO MATCH THE DRAWING. REPLACE EXISTING HEADS PER THE LEGEND BELOW: REPLACEMENT 1806-SH-B TORO SB-180-PC2/570Z-6P-PRX-COM PA-BS SCST B TORO SB 4 180 PC2/570S-PRX-COM PA-8S-1 OQ-LA TORO O-T-10-Q/570S-PRX-COM PA-8S-1 OH-LA TORO 0-T-10-H/570S-PRX-COM PA-8S-12Q TORO O-T-12-Q/570S-PRX-COM PA-8S-12H TORO O-T-12-H/570S-PRX-COM PA-8S-12F TORO 0-T-12-F/570S-PRS-COM PA-8S-15Q TORO 0-T-15-Q/5705-PRX-COM PA-8S-15H TORO 0-T-15-H/570S-PRX-COM 1806-1 OH-LA TORO O-T-10-H/570-Z-P-PRX-COM 1806-12H TORO 0-12-H/570-Z-P-PRX-COM 1806-15H TORO 0 -T-15-H/570-Z-P-PRX-COM QTY 276 433 1 12 2 3 3 1 11 1 5 6 9 NOTE: ABOVE QUANTITIES BASED UPON AVAILABL E AS-BUILTS. FIELD CONDITIONS MAY VARY_ CONTRACTOR SHALL MAKE ANY AND ALL ADJUSTMENTS TO INSURE PROPER COVERAGE AT TH E DISCRET ION OF THE CITY INSPECTOR. - P A C I F I C C O .'\ S T H 1N ~',r-'-- EX_ WIRE SPLICE BOX @I \ 1/P-~ ~ t~ - , ~ ~ - f ' D -L "" ~,t-\111~0 ~ s!flcbo , = -0---- ,· I _, ~ T T I • D I ........... -·• t,:'tl C -I D---1 ~ :-I' ' . --_/' (8 • -J y y V y y ~ - R.O _W . □ UJ ~ . _________ 1.:,_v __________ l UJ 3/4" (/) ~~=W~~::ij::::\::__;,·~•<;:_--;i =t~~ u UJ --F /4 z ___ _ ! I EX. 2" MAINLINE-----.:.1 __ :~-EX. 4" S~:::~ I ' ' : ' ' I ~2+ ~ PROTECT IN P 1 ------- PACIFIC COAST HWY --1 -------I , ------:-1 9J+oo ,1---+-------..,.'.' ---------- EXISTING MAINLINE. EX_ 2'.'._ MALNLINE ~, ! I l EX . 4" SLEEVE~ --·---'l' C8 r, I --'-:,~-----. ' -,__-·----.-.;;,;;;. ---- PROTECT IN PLACE EXISTING "S IDE PANEL" ---. IRRIGATION SYSTEMS:-GONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO REPAIR -AND/OR UPGRADE EXISTING IRRIGATION SYSTEM WITHIN THE;_ SCOPE OF WORK -AREA TO THE SATISFACTION OF ---- THE ENGINEER, TYPICAC - _) D - p /JJ ~ ..J ::r ~ I SEE SHEET 12 FOR IRRIGATION NOTES AND LEGENDS , TYPICAL SHEET INDEX SHT7 20' 10' 0 20' 40' \ . ~ NORTH 1"=20' ISJ NORTH 1"=20' 60' SCALE : 1 "=20' C-7189-2 LANDSCAPE IRRIGATION PLAN CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: t------------------1 BGB I DESIGN GROUP 1,~NDSC~ NO. DA TE DESCR IPTION OF REVISIONS APPROVED APPROVAL RECOMMENDED: 0 '<.-0 Y.-',ZOBZ£f,. ~ t-li\A 1 -t----+-------------------------l--:_::_:._i d~~ "'<?,. '¾ 10-15-19 PREBID RFI REVISIONS PATRICK ARCINIEGA, RCE 70740 :J ~ "c', SENIOR CIVIL ENGINEER WEST COAST HIGHWAY MEDIAN LANDSCAPING PHASE 2 C-7189-2 BENCHMARK: Landscape Architecture Planning Urban Design 31 85 C1 Airw ay Ave nue.Costa Mes a, CA. 92626 * . 8-31-20 P 714-545-2898 F: 714 545-2878 bgb -inc.com DATE: DESIGNED : DRAWN: AG HK CHECKED: DA TE: AG 12-7-17 Phase 1 Boundary to Ne wp ort Bl vd . CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6094-S SHEE1 8 OF 19 ' ~ ~ () :r: r z m 0 -1 • } , j I ! I ,1 • i't!"}J L~ \ a -Q _ o ---------0 ---, , \·· i -·· -,_1 __ 1i t~ __ ..... _ ...... _•· - - -.-... -... :: .. -:::. -···· , \ -=--_ -_()/ ___ ----.-_-------. ~T •••••• EXISTING VALVE NOTES: \ D .----R.0.WI. :_= ---=--=--=--=-=-±===-~o~~:.....=:=:=:.-=:.-=:.-===c..=c.=c.===~'"cj~Ci"""--u---------------~L,_F_=_-=_ "ij1TI-~--------------~,.,_;-----":::!3.cill!~-=: wf2 I \ ' ~ -"7 CONT~CTOR SHALL LOCATE AND\ IDENTIFY EXISTING __ -0 f!;: VALVES ON MEDIAN ISLANDS. REfLACE 'EXISTING .MEDIAN ··· •• _ □ _, VALVES WITH PROPOSED VALVi:'% SHOWN 0N THESE (/) DRAWINGS US ING EXISTING WIRES WHERE AVAILABLE. RUN NEW WIRES FOR ANY NEW VALVES WHICH ~O NOT HAVE .. EXISTING WIRES AVAILABLE. REFER TO DETAIL .. 8/SHTl3 □ <- PACIFIC COAST HWY FOR WIRE SPLICE DETAIL. ' \ \ \ .-··-,. .. •"" ., ,. ·•" ,, •• ALL VALVES IRRIGATING SIDE PANEL PGANTINGS SHALL BE PROTECTED IN PLACE AND KEPT OPERABLE. Rt"'NUMBER •1 ALL VALVES ON "AS-BUILT" RECORD DRAWINGS I AND HAVE NUMBERS BRANDED ONTO NEW LIDS ON \VALVE ~OXES I AND TAGGED INSIDE VALVE BOX TO MATCH THE DRAWING.' .. e~ ____ 1~ ___ R_E_P_LA_c_E_E_x_1s_T1_N_G_H_E_A_D_s_P_E_R_TH_E_L_E_GE_N_b~,_s_E_Lo_\+'---i EXISTING NORTH 1 "=20' REPLACEMENT \,,,,.,,oT'i''. l..::c\~---~.~ ... ~,,1 .. ,\j) \ \ \ . . ~ RAIN BIRD 1805-SH-B TORO SB-180-PC2/570Z-6P-PRX~t:iRf_\ 278 '0 RAIN BIRD PA-~S SCST B TORO SB 4 180 PC2/570~c:ERX-CDlif \ 433 z (/) m m ~+===~========---===~'=□""============-======---==---~---==========-=====================~ m.,.......=~=======;=I ===="'F""'===========-============s=============~ ~ (2') 95+0J 96+00 00 _ _ _ _ ~ ru== _ _ _ _ ............, --... _ ~ _ --_ _ _ === __ ~ ==== ~ ~ __, -=::= __ Sl3".0~ [ 9.3 -1-00 ' R.o.w 1 l , / EX. 2" MAINLINE EX. 4" SLEEVE~ DD Ex e)I D ) D •)D ".0.W. l -.,. ,., l 1 PROTECT IN PLACE EXISTING MAINLINE. D I I D ' D (;y ' ___________ _,(;? , __ _ I l_Q] _) □ -II I :l i ' I 1 • I EX . 2" MAINLINE I -----l'- •••••••••• ~···· EX. 4'" SLEEVE : I: ! ! • 1 : D RECORD DRAWINGS PROTECT IN PLACE EXISTING "SIDE PANEL'" IRRIGATION SYSTEMS. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS .. TO REPAIR AND/OR __ UPGRADE EXISTING IRRTGATION SYSTEM WITHIN THE SCOPE OF WORK AREA TO THE SATISFACTION OF THE ENGINEER, l'fPICAL. 1 R.O.W. These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result D D ) PACIFIC COAST HWY -~ " • "" I I p \ o_ , i I ' ,~---,--,--, __,...,., ---,-----, () D D 7-I r' "\ .r,.., 7 [Q] I RAINBIRD PA-8~-10Q-LA TORO 0-T-10::.9/:i7~RX-COM 1 \1 RAINBIR D PA-8S-10H-LA _IQRO.. □-T·-""f0-H/570S-PRX-COM \ 1'2 RAlf<tijlfWi P~::1tShl2Q------TORO 0-T-12-0/570S-PRX-COM \ 2\ RAtNBIRD -PA-8S....\12H TORO 0-T-12-H/570S-PRX-COM 3\ RAINBIRD PA-8S-\2F TORO O-T-12-F/570S-PRS-COM \ 3 \ RAINBIRD PA-8S-11i0 TORO 0-T-15-0/570S-PRX-COM 1 \ RAINBIRD PA-BS-151,1 TORO 0-T-15-H/570S-PRX-COM 11 RAIN BIRD 1806-1 DH,LA TORO D-T-1 D-H/570-Z-P-PRX-COM \ 15 RAINBIRD 1806-12H ' TORO 0-12-H/570-Z-P-PRX-COM \ 6 RAINBIRD 1806-15H \ TORO 0-T-15-H/570-Z-P-PRX-COM \g NOTE: ABOVE QUANTITIE ,~ASED UPON AVAILABLE AS-BUILTS. FI ELD CONDITIQNS MAY VARY. CONTRACTOR Sr\ALL MAKE ANY AND ALL ADJUSTMENTS TO INSURE \ PROPER COVERAGE AT THE 'DISCRETION OF THE Cll'f INSPECTOR. , \ \ \. EXISTING REMOTE CONTROL VALVES , NOT A PART, PROTECT IN PLACE ALL PIPING, VALVES, BOXES AND WIRES. □ -\i 0 I - (I - D ) A A SHEET INDEX NOTE: 0 RE PLAC E ALL HEADS LOCATED WITHIN COVERAGE AREA OF EXISTING PROJECT CONTROLLER ALONG THE SOUTH SIDE OF WEST PACIFIC COAST HIGHWAY PARKWAY PLANTER INCLUDING IRRIGATED AREA AT CORNER OF W. BALBOA BLVD. ALL POP-UP HEAD REPLACEMENTS (FROM THE LATERAL CONNECTION AT THE EXISTING TEE) SHALL MEET STANDARD OF DETAIL 6 / SHEET 13. ALL SHRUB ADAPTER HEADS SHALL MEET STANDARD OF DETAIL 9 / SHEET 12, D ( ) - SEE SHEET 12 FOR IRRIGATION NOTES AND LEGENDS, TYPICAL SHT 9SHT 10 SHT 11 20' 10' 0 20' SHT7 SCALE: 1 "=20' ····- 3/4" 1 Ct - 3/4" 0 .... I-LU LU I (/) LU LU (/) LL - LU z ...J I () ~ ~ [§J NORTH 1 "=20' 40' 60' C-7189-2 BASIS OF BEARINGS: NO. DATE DESCRIPTION OF REVISIONS APPROVED APPROVAL RECOMMENDED: LANDSCAPE IRRIGATION PLAN CALL TOLL FREE 1-800-422-41 3 BEFORE YOU DIG 1---------------------1 BG13 I DESIGN GROUP BENCHMARK: Landscape Architecture Planning Urban Design 3185 Cl A.ir-'✓vO'/ Aven ue,Costa ~v1eso, CA 9262 6 P: 714-545 --239 '3 F 714-545 -2373 bgb-nc.com & 10-15-19 PREBID RFI REVISIONS PATRICK ARCINI EGA, RCE 70740 i-==-+-----+------------------------1-----1 SEN IOR CIVIL ENGINEER DATE: DESIGN ED: DRAWN: AG HK CHECKED: DATE: AG 12-7-17 WEST COAST HIGHWAY MEDIAN LANDSCAPING PHASE 2 C-7189-2 Phase 1 Boundary to Newport Blvd. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6094-S SHEET 9 OF 19 EXISTING VALVE NOTES: 0) I-·. 3,(4• t.u • l·ou t.u +-~ J: 3/4" Cl) ftJ Cl) - - CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING - VALVES ON MEDIAN ISLANDS. REPLACE EXISTING MEDIAN VALVES WITH PROPOSED VALVES SHOWN ON THESE DRAWINGS USING EXISTING WIRES WHERE AVAILABLE. RUN NEW WIRES FOR ANY NEW VALVES WHICH DO NOT HAVE EXISTING WIRES AVAILABLE. REFER TO DETAIL 8/,;HT 13 FOR WIRE SPLICE DETAI L. ALL VALVES IRRIGATING SIDE PANEL PLANTINGS SHALL BE PROTECTED IN PLAC E AND KEPT OPERABLE. RE-NUMBER ALL VALVES ON "AS-BUILT" RECORD DRAWINGS AND HAVE NUMBERS BRANDED ONTO NEW LIDS ON VALVE BOXES AND TAGGED INSID E VALVE BOX TO MATCH THE DRAWING. [ [ EX. 4" SLEEVE -~············ :1 CALL TO LL FREE 1-800-422-4133 BEFORE YOU DIG ---- CJ EJ /4' • 3/4" - -- ' ' I" D 314" 3/4' E ISTING PRIVATE WATER METER A D BACKFLOW PREVENTER. EXISTING S STEMS SHALL STAY OPERATIONACDURING CONSTRUCTION. CJ REPLACE EXISTING HEADS PER THE LEGEND BELOW: EXISTING REPLACEMENT QTY RAINBIRD 1806-SH-B TORO SB -180-PC2/570Z-6P -PRX -CO M 276 RAINBIRD PA-8S SCST B TORO SB 4 180 PC2/570S-PRX -COM 433 RAINBIRD PA-8S-1 OQ-LA TORO 0 -T-10-Q/570S-PRX -COM 1 RAINBIRD PA-8S-1 OH-LA TORO O-T-10-H/570S-PRX -COM 1 2 RAINBIRD PA-8S-12Q TORO O-T-12-Q/570S-PRX-COM 2 RAINBIRD PA-8S-12H TORO 0-T-12-H/570S-PRX-CGM 3 RAINBIRD PA-8S-12F TORO 0-T-12-F/570S-PRS-COM 3 RAINBIRD PA-8S-15Q TORO 0-T-15-Q/570S-PRX-COM 1 RAINBIRD PA-8S-15H TORO 0-T-15-H/570S-PRX-COM 11 RAINBIRD 1806-1 OH-LA TORO 0-T-10-H/570-Z-P-PRX-COM 1 5 RAINBIRD 180 6-12H TORO 0-12-H/570-Z-P-PRX -COM 6 RAINBIRD 1806-15H TORO 0-T-15-H/570-Z-P-PRX-COM 9 NOTE: ABOVE QUANTITIES BASED UPON AVAILABLE AS-BUILTS. FIELD CONDITIONS MAY VARY. CONTRACTOR SHALL MAKE ANY AND ALL ADJUSTMENTS TO INS URE PROPER COVERAGE AT THE DISCRETION OF, THE CITY INSPECTOR. CJ D 0 □ D CJ POINT OF CONNECTION -POTABLE WATER: EXISTING 2" WATER METER AND MAINLINE. EXISTING STATIC PRESSURE FROM MATT BULLMAN,....CITY OF NEWPORT BEACH UTILITIES DEPT. EXISTING IRRIGATION INFORMATION FROM CAL TRANS DRAWINGS DATED 1 /BB, PROVIDED BY CITY. LANDSCAPE AREA SERVED: __ 17,63B PSI PEAK WATER DEMAND: '''''''' 39.2 PSI PACIFIC COAST HWY SYSTEM HIGH/LOW FLOW REQUIREMENTS: 39.2 /25.0 PSI AVAILABLE STATIC PRESSURE AT P.O.C.: 72.0 PSI D 9 DESIGN ---PRESSURE (75%} 54.0 . .PSI ADJUST SYSTEM PRESSURE REGULATOR TO: 00 PSI MINIMUM SYSTEM PRESSURE REQUIRED AT P.O.C.: 00 PSI 3/4" \ EX. PROTECT IN PLACE EXISTING MAINLINE. DOWNSTREAM IRRIGATION SYSTEMS SHALL STAY OPERATIONAL DURING CONSTRUCTION. RECORD DRAWINGS IRE SLEEVE l ' I I ' ', . I , ' ' ' ' I 11 These Record Dra\J\Jings have been prepared based on information submitted, in part by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result I ■ ■ ■ PACIFIC COAST HWY 0 <( D CJ PROTECT IN PLACE EXISTING MAINLINE. DOWNSTREAM IRRIGATION SYSTEMS SHALL STAY OPERATIONAL DUR ING CONSTRUCTION. 0 O:'.'. ~ I © D NOTE: CD REPLAC E ALL HEADS LOCATED WITHIN COVERAGE ~::--.....__.__.......,.""""'""""'~-'=~~==~~~~:±:=~~~===~~~-1 ----c::::::::::::-~=-=I AREA OF EXISTING PROJECT CONTROLLER ALONG THE / i;:;J / SOUTH SIDE OF WEST PACIFIC COAST HIGHWAY PARKWAY PLANTER INCLUDING IRRIGATED AREA AT CORNER OF W. BALBOA BLVD. ALL POP-UP HEAD REPLACEMENTS (FROM THE LATERAL CONNECTION AT THE EXISTING TEE) SHALL MEET STANDARD OF DETAIL 6 / SHEET 13. ALL SHRUB ADAPTER HEADS SHALL MEET STANDARD OF DETAIL 9 / SHEET 12. ■ 0 □ POINT OF CONNECTION -CONTROLLER 'D': EXISTING CONTROLLER 'D', RAINMASTER 36 STATION DX SERIES IN ...... PACIFIC IRRIGATION PEDESTAL MOUNT EN CLOSURE . CONTRAGTOR- SHALL UTILIZE THE EXISTING RAIN MASTER DX2 CONTROLLER, MANUALS CAN BE ORDERED AT NO COST FROM RAIN MASTER. FOR TECHNICAL HELP CONTACT MR. SCOTT KYLE AT (94'1). __ 212-8D13. INSTALL VALVE NUMBER ING TO MATCH IRRIGATION PLANS. 3/4" I" • ■ ■ ---€ -\/4' ,. "' ·PROTECT IN ·PLACE EXITING-" -PANEL" IRRIGATION SYSTEMS. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO REPAIR AND/GR UPGRADE EXISTING IRRIGATION SYSTEM WITHIN THE SCQPE'-OF 'WORR AREA TO THE sAfisFAcfiGN OF THE ENGINEER TYPI - ' ~--·-··" , -.,,. .... D '••, '--., "'-, \ .... L_,·/_> --~~/- " ..... ..... 1-w w I (/) w w (/) I ! 119+00 wz -::--'=='!==--=--===:::::L-=-====-=-====-=t ...J I -----------------------1(.) !;;: ~ / SHEET INDEX SEE SHEET 12 FOR IRRIGATION NOTES AND LEGENDS, TYPICAL 20' 1 O' 0 20' SHT? SCALE: 1 "=20' [S} NORTH 1 "=20' 40' 60' C-7189-2 NO. DATE DESCRIPTION OF REVISIONS APPROVED APPROVAL RECOMMENDED: LANDSCAPE IRRIGATION PLAN i---BA_s_,s_o_F s_EA_R_1N_G_s_: ------------1 ~.,!i"l,;11iB I DESIGN GROUP 10-15-19 PREBID RFI REVIS IONS BENCHMARK: Landscape Architecture Planning Urban Design 3185 Cl .A.ir,11ay A.venu e.Costa Mesa, CA 92b2G P: 714 -5 4 5 -2598 F 714-545-2878 bqb-inc:_corn PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DATE: DESIGNED: DRAWN: AG HK CHECKED: DATE: AG 12-7-17 WEST COAST HIGHWAY MEDIAN LANDSCAPING PHASE 2 C-7189-2 Phase 1 Boundary to Newport Blvd. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6094-S SHEET 1 Q OF 19 0 .... 1-w w I Cl) w en □ □ □ >rt PACIFIC COAST HWY 21 I ® □ a t EXISTING MEDIAN. PROTECT IN PLACE ALL IRRIGATION, PLANTING AND CDNSTRUCTION. SEE NOTE -------SECDW REGARDING-WIRES, RE-STATIONING VALVES AND VALVE LID REPLACEMENT. ~ 0 ~ a □ D I Ir! PROTECT IN PLACE EXISTING "SIDE PANEL" \ a Y'. er: b ------------------------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -~R~GATl€)N-~E,M~ 9"NTAA'5TQ~S~L ~O¥~QE -- - - - -I~ / D CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG / PRfffE&T IN PLAGE----E-X+STING "SID E-PANEL" ALL LABOR AND MATERIALS TO REPAIR AND/OR ~ UPGRADE EXISTING IRRIGATION SYSTEM WITHIN TH_E ___________ __. 0 PROTECT IN PLACE EXISTING "SIDE PANEL" IRRIGATION SYSTEMS. CONTRACTOR SHALL PROVIDE PROTECT IN PLACE EXISTING "SIDE PANEL" IRRIGATION SYSTEMS. CONTRACTOR SHALL PROVIDE IRRIGATION SYSTEMS. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO REPAIR AND/OR SCOPE OF WORK AREA TO THE SATISFACTION OF I-- ___ ALL LABOR AND MATERIALS TO REPAIR ANDLOR UPGRADE EXISTING IRRIGATION SYSTEM WITHIN THE SCOPE OF WORK AREA TO THE SATISFACTION OF THE ENGINEER, TYPICAL. ALL LABOR AND MATERIALS TO REPAIR AND/OR -@>GRADE EXISTING IRRIGATION SYSTEM WITHIN T-HE-- SCOPE OF WORK AREA TO THE SATISFACTION OF UPGRADE EXISTING IRRIGATION SYSTEM WITHIN THE SCOPE OF WORK AREA TO THE SATISFACTION OF -- THE ENGINEER, TYPICAL. THE ENGINEER, TYPICAL. ~ THE ENGINEER, TYPICAL. □ PROTECT IN PLACE EXISTING "SIDE PANEL" IRRIGATION SYSTEMS. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO REPAIR AND/OR UPGRADE EXISTING IRRIGATION SYSTEM WITHIN THE SCOPE OF WORK AREA TO THE SATISFACTION OF THE ENGINEER, TYPICAL. 1 / □□ RECORD DRAWINGS ®□ PROTECT IN PLACE EXISTING "SIDE PANEL" IRRIGATION SYSTEMS. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO REPAIR AND/OR UPGRADE EXISTING IRRIGATION SYSTEM WITHIN THE SCOPE OF WORK AREA TO THE SATISFACTION OF THE ENGINEER, TYPICAL. These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions wh ich may have been incorporated into these plans as a result. / □ EXISTING WIRE AND VALVE LID REPLACEMENT NOTE: SIX (6) VALVES WERE INSTALLED ON THE MEDIAN TO THE EAST (SHOWN ON THIS SHEET). REFERENCE "NEWPORT FORCE MAIN REHIBILITATION LANDSCAPE RESTORATION PLAN" DATED MAY 18, 2016 PREPARED BY NUVIS LANDSCAPE ARCHITECTURE AND PLANNING. TEN (10) WIRES ARE PROVIDED. PROTECT IN PLACE. ALL SYSTEMS SHALL REMAIN IN SERVICE DURING CONSTRUCTION. VALVES ON MEDIAN TO THE EAST (SHOWN ON THIS SHEET) SHALL BE RUN BY CONTROLLER 'D' AND NUMBERED STARTING AT 05. INSTALL BRANDED LIDS TO MATCH. EXISTING VALVE NOTES: CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING VALVES ON MEDIAN ISLANDS. REPLACE EXISTING MEDIAN VALVES WITH PROPOSED VALVES SHOWN ON THESE DRAWINGS USING EXISTING WIRES WHERE AVAILABLE. RUN NEW WIRES FOR ANY NEW VALVES WHICH DO NOT HAVE EXISTING WIRES AVAILABLE. REFER TO DETAIL 8/SHT 13 FOR WIRE SPLICE DETAIL. ALL VALVES IRRIGATING SIDE PANEL PLANTINGS SHALL BE PROTECTED IN PLACE AND KEPT OPERABLE. RE-NUMBER ALL VALVES ON "AS-BUILT" RECORD DRAWINGS AND HAVE NUMBERS BRANDED ONTO NEW LIDS ON VALVE BOXES AND TAGGED INSIDE VALVE BOX TO MATCH THE DRAWING. SHEET INDEX SHT7 EXISTING RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD 0 NOTE: CD REPLACE ALL HEADS LOCATED WITHIN COVERAGE AREA OF EXISTING PROJECT CONTROLLER ALONG THE SOUTH SIDE OF WEST PACIFIC COAST HIGHWAY PARKWAY PLANTER INCLUDING IRRIGATED AREA AT CORNER OF W. BALBOA BLVD. ALL POP-UP HEAD REPLACEMENTS (FROM THE LATERAL CONNECTION AT THE EXISTING TEE) SHALL MEET STANDARD OF DETAIL 6 / SHEET 13. ALL SHRUB ADAPTER HEADS SHALL MEET STANDARD OF DETAIL 9 / SHEET 12. REPLACE EXISTING HEADS PER THE LEGEND BELOW· REPLACEMENT 1806-SH-B TORO SB-180-PC2/570Z-6P-PRX-COM PA-8S SCST B TORO SB 4 180 PC2/570S-PRX-COM PA-8S-1 OQ-LA TORO 0-T-10-Q/570S-PRX-COM PA-8S-1 OH-LA TORO 0-T-10-H/570S-PRX-COM PA-8S-12Q TORO O-T-12-Q/570S-PRX-COM RAINBIRD PA-8S-12H TORO O-T-12-H/570S-PRX-COM RAINBIRD PA-8S-12F TORO 0-T-12-F/570S-PRS-COM RAINBIRD PA-8S-15Q TORO O-T-15-Q/570S-PRX-COM RAINBIRD PA-8S-15H TORO 0-T-15-H/570S-PRX-COM RAINBIRD 1806-10H-LA TORO 0-T-10-H/570-Z-P-PRX-COM RAINBIRD 1806-12H TORO 0-12-H/570-Z-P-PRX-COM RAINBIRD 1806-15H TORO 0-T-15-H/570-Z-P-PRX-COM _J QTY 276 433 1 12 2 3 3 1 11 15 6 9 NOTE: ABOVE QUANTITIES BASED UPON AVAILABLE AS-BUILTS. FIELD CONDITIONS MAY VARY. CONTRACTOR SHALL MAKE ANY AND ALL ADJUSTMENTS TO INSURE PROPER COVERAGE AT THE DISCRETION OF THE CITY INSPECTOR.,;f-_---.:-_, SEE SHEET 12 FOR IRRIGATION NOTES AND LEGENDS, TYPICAL 20' 10' 0 20' (5) NORTH 1 "=20' 40' 60' SCALE: 1 "=20' C-7189-2 BASIS OF BEARINGS: 1----------------1 BGB I DESIGN GROUP 1,~I-IDSCA~ NO. DATE DESCRIPTION OF REVISIONS 0'-''0 0· 'f--OBZJ:;,I" ~ /\1 10-15-19 PREBID RFI REVISIONS APPROVED APPROVAL RECOMMENDED: LANDSCAPE IRRIGATION PLAN BENCHMARK: Landscape Architecture Planning Urban Design o'-,_ i'Y•N-/ A.verL.e.,CJ3tO Vl23CL :_.6 cl -7 4-.:14~---FiJ? F: 7 4-.:=:iL~---,:;7?, ,;f if' 1'o 1;. L!...'l. PATRICK ARCINIEGA, RCE 70740 .s, ~ "6"' t---+-----+--------------------------11-------1 _, :j, . o SENIOR CIVIL ENGINEER * n '-"' 8-31-20 DATE: DESIGNED: DRAWN: AG HK CHECKED: DA TE: AG 12-7-17 WEST COAST HIGHWAY MEDIAN LANDSCAPING PHASE 2 C-7189-2 Phase 1 Boundary to Newport Blvd. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6094-S SHEET 11 OF 19 PRESSURE LOSS CHART VALVE: C4 IRRIGATION NOTES: 1 . ALL WORK SHALL CONFORM TO APPLICABLE CODES. IRRIGATION LEGEND: SYMBOL PRODUCT MODEL DESCRIPTION NOZZLE RADIUS GPM PSI PATTERN DETAIL GPM: 40.0 STATIC PSI AT POC: 72.0 2. THESE PLANS ARE DERIVED FROM BASE INFORMATION PROVIDED BY CITY OF NEWPORT BEACH, PUBLIC WORKS DEPARTMENT. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THESE PLANS FOR ALL PERTINENT INFORMATION RELATING TO SITE CONSTRUCTION. HUNTER PROS-12-NSI-PRS40-CV 12" POP-UP BODY HUNTER MP-2000-180 19' .77 40 HALF 6/ SHT 13 RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Be.;ich is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result EXISTING VALVE NOTES: CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING VALVES ON MEDIAN ISLANDS. REPLACE EXISTING MEDIAN VALVES WITH PROPOSED VALVES SHOWN ON THESE DRAWINGS USING EXISTING WIRES WHERE AVAILABLE. RUN NEW WIRES FOR ANY NEW VALVES WHICH DO NOT HAVE EXISTING WIRES AVAILABLE. REFER TO DETAIL 8/SHT 11 FOR WIRE SPLICE DETAIL. 2" HATER METER 2" BACKFLOJl'.I PREVENTER 1-1/2" MASTER VALVE 1-1/2" FLOW SENSOR, (FIXED) 262 LF OF 2" MAINLINE FITTINGS (20% MAINLINE LOSS) 1-1/2" REMOTE CONTROL VALVE LATERAL LINE LOSSES, (FIXED) ELEVATION(+) UPHILL,(-) DOWNHILL SPRINKLER OPERATING PRESSURE, CD TOTAL SYSTEM LOSSES, SUMMARY, @ AVAILABLE STATIC PRESSURE AT POC, @ DESIGN PRESSURE AT POC, @x .15 @ REGl'D MINIMUM DYNAMIC PRESSURE, CD @ RESIDUAL DYNAMIC PRESSURE, @ -@) @ ADJUST PRESSURE REGULATOR TO, CD+ 25%, PRESSURE LOSS CHART VALVE: D2 1.3 PSI II.0 PSI 2.4 PSI 0.2 PSI 3.5 PSI 0.2 PSI 3.5 PSI 5.0 PSI 0.2 PSI 40.0 PSI 61.3 PSI 12.0 PSI 54.0 PSI 61.3 PSI 13.3 PSI 0 PSI 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. NEVER INSTALL IRRIGATION OUTSIDE OF PROPERTY LINES OR LIMITS INDICATED ON PLAN. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE ENGINEER PRIOR TO INSTALLATION, OR CONTRACTOR MAY BE REQUIRED TO MOVE THIS EQUIPMENT 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 PREPARATION. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. IN THE EVENT THIS NOTIFICATION IS NOT GIVEN, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION TO THE ENGINEER'S SATISFACTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRING, CONTROL WIRE SLEEVES, LATERAL AND MAINLINE PIPING, AND PIPE SLEEVING UNDER ALL PAVED AREAS PER PLAN, PRIOR TO PAVING. ALL SLEEVING SHALL BE PVC SCHEDULE 40 PIPE AND BE A MINIMUM TWICE THE ENCLOSED PIPE SIZE AND 1-1/2" MINIMUM DIAMETER. 6. 120 V.A.C. ELECTRICAL POWER SHALL BE PROVIDED TO THE CONTROLLER LOCATION BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY. HUNTER PROS-12-NSI-PRS40-CV 12" POP-UP BODY HUNTER MPBOOSR-180 8'-1 o' .42 40 HALF • HUNTER PROS-12-NSI-PRS30-CV 12" POP-UP BODY HUNTER MPBOOSR-90 6'-8' .17 30 QUARTER C: RAINBIRD STANDARD RISER BUBBLER IN PIPE RAINBIRD 1802 -0.50 20 FLOOD SYMBOL PRODUCT &,. III 0 IFSI t><l ~ RAIN MASTER RAIN MASTER RAINMASTER MODEL DESCRIPTION EXISTING 2" WATER METER EVOLUTION DX2 EXISTING CONTROLLER 'C'. RAINMASTER EVOLUTION DX2 36 STATION CONTROLLER IN EXISTING ENCLOSURE. PROTECT IN PLACE. SYSTEM IS CONNECTED TO CENTRAL CONTROL. CONTACT MR. SCOTT KYLE AT RAINMASTER, (949) 212-8013. EVOLUTION DX2 EXISTING CONTROLLER 'D'. RAINMASTER EVOLUTION DX2 30 STATION CONTROLLER IN EXISTING ENCLOSURE. PROTECT IN PLACE. SYSTEM IS CONNECTED TO CENTRAL CONTROL. CONTACT MR. SCOTT KYLE AT RAINMASTER, (949) 212-8013. EVFM 100 EXISTING RP BACKFLOW PREVENTER EXISTING MASTER VALVE EXISTING FLOW SENSOR EXISTING GATE VALVE BRONZE FULL PORT BALL VALVE -LINE SIZE 7 / SHT 13 DETAIL ALL VALVES IRRIGATING SIDE PANEL PLANTINGS SHALL BE PROTECTED IN PLACE AND KEPT OPERABLE. RE-NUMBER ALL VALVES ON "AS-BUILT" RECORD DRAWINGS AND HAVE NUMBERS BRANDED ONTO NEW LIDS ON VALVE BOXES GPM: 39.2 STATIC PSI AT POC: 72.0 7. 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 CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCES BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING THE IRRIGATION POINT OF CONNECTION TO THE ENGINEER. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF THE IRRIGATION SYSTEM CONSTRUCTION, THE CONTRACTOR SHALL ACQUIRE FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION. • WATTS GRISWOLD RAINBIRD S-FBV-1 DWS 33DLRC ELECTRIC REMOTE CONTROL VALVE IN BOX -SIZE PER PLAN 2 / SHT 13 5 / SHT 13 3 / SHT 13 AND TAGGED INSIDE VALVE BOX TO MATCH THE DRAWING. REPLACE EXISTING HEADS PER THE LEGEND BELOW: EXISTING REPLACEMENT QTY RAINBIRD 1806-SH-B TORO SB-180-PC2/570Z-6P-PRX-COM 276 RAINBIRD PA-BS SCST B TORO SB 4 180 PC2/570S-PRX-COM 433 RAINBIRD PA-8S-10Q-LA TORO O-T-10-Q/570S-PRX-COM 1 RAINBIRD PA-8S-10H-LA TORO O-T-10-H/570S-PRX-COM 12 RAINBIRD PA-8S-12Q TORO O-T-12-Q/570S-PRX-COM 2 RAINBIRD PA-8S-12H TORO O-T-12-H/570S-PRX-COM 3 RAINBIRD PA-8S-12F TORO 0-T-12-F/570S-PRS-COM 3 RAINBIRD PA-8S-15Q TORO 0-T-15-Q/570S-PRX-COM 1 RAINBIRD PA-8S-15H TORO 0-T-15-H/570S-PRX-COM 11 RAINBIRD 1806-10H-LA TORO 0-T-10-H/570-Z-P-PRX-COM 15 RAINBIRD 1806-12H TORO 0-12-H/570-Z-P-PRX-COM 6 RAINBIRD 1806-15H TORO O-T-15-H/570-Z-P-PRX-COM 9 NOTE: ABOVE QUANTITIES BASED UPON AVAILABLE AS-BUILTS. FIELD CONDITIONS MAY VARY. CONTRACTOR SHALL MAKE ANY AND ALL ADJUSTMENTS TO INSURE PROPER COVERAGE AT THE DISCRETION OF THE CITY INSPECTOR. 2" HATER METER 2" BACKFLOJl'.I PREVENTER 1-1/2" MASTER VALVE 1-1/2" FLOJl'.I SENSOR, (FIXED) 256 LF OF 2" MAINLINE FITTINGS (20% MAINLINE LOSS) 1-1/2" REMOTE CONTROL VALVE LATERAL LINE LOSSES, (FIXED) ELEVATION(+) UPHILL,(-) DOV'!NHILL SPRINKLER OPERATING PRESSURE, CD TOTAL SYSTEM LOSSES, SUMMARY, @ AVAILABLE STATIC PRESSURE AT POC, @ DESIGN PRESSURE AT POC, @x .15 @ REGl'D MINIMUM DYNAMIC PRESSURE, CD @ RESIDUAL DYNAMIC PRESSURE, @ -@) @ ADJUST PRESSURE REGULATOR TO, CD+ 25%, "k---,~ --0 (1) NOZZLE (SEE LEGEND) ~/-// -570ZSXF SHRUB RISER CHECK VALVE .' PV.C. SCH. 80 RISER -,> -( i u.::, GPH FLEXIBLE NIPPLE PART# GFN050-600 PV.C. SCH. 40 TEE OR ELL PV.C. LATERAL FINISH GRADE ;-(2) 9 SHRUB SPRAY ON TORO SHRUB RISER SCALE: NTS 1.3 PSI 11.0 PSI 2.4 PSI 0.2 PSI 3.4PSI 0.2 PSI 3.5 PSI 5.0 PSI 0.2 PSI 40.0 PSI I 61.2 PSI I 12.0 PSI 54.0 PSI 61.2 PSI -13.2 PSI 0 PSI 8. THE HYDRAULIC CALCULATIONS FOR THIS IRRIGATION SYSTEM HAVE BEEN ESTABLISHED USING THE MATERIALS AS SPECIFIED ON THIS PLAN. SUBSTITUTIONS MADE TO THE MATERIALS BY THE CONTRACTOR WITHOUT PREVIOUS ACCEPTANCE BY THE LANDSCAPE ARCHITECT SHALL PLACE ALL LIABILITY OF THE IRRIGATION SYSTEM ONTO THE CONTRACTOR. NO SUBSTITUTIONS OF EQUIPMENT WILL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. THE IRRIGATION CONTRACTOR SHALL BE REQUIRED TO REMOVE AND REPLACE ALL SUBSTITUTED EQUIPMENT WITH SPECIFIED EQUIPMENT IF SO ORDERED BY THE ENGINEER. 9. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN THE DETAILS. USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 1 0. CONTRACTOR SHALL PROVIDE AND INSTALL IN-LINE SWING CHECK VALVES AND ADJUSTABLE IN-RISER CHECK VALVES IF CONDITIONS EXIST WHICH REQUIRE CHECK VALVES TO AVOID BACK DRAINAGE TO LOWER HEADS AND EMITTERS AT NO ADDITIONAL COST TO THE OWNER. 11. REFER TO SPECIFICATIONS FOR SUBMITTALS, INSPECTIONS AND OTHER APPLICABUE INFORMATION. 12. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL CONVENTIONAL ROTATOR HEADS AND/OR BUBBLERS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS AND ROADWAYS 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 OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 13. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THE TOP OF THE SPRINKLER HEAD IS 3" ABOVE THE ADJACENT GRADES. ALL SPRINKLER AND BUBBLER HEADS SHALL BE LOCATED NO CLOSER THAT 24" TO ADJACENT FACE OF CURB. 14. WHERE ROTATOR HEADS AND BUBBLER HEADS ARE INDICATED ON THE IRRIGATION PLANS, IT IS THE INTENT OF THE DESIGN TO INDICATE THE INSTALLATION OF 12" POP-UP HEADS IN LANDSCAPED AREAS. IN THE EVENT THAT POP-UP HEADS HAVE NOT BEEN SPECIFIED IN THESE AREAS, IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BRING THIS TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 15. 16. 17. 18. 19. 20. ALL CONVENTIONAL POP-UP IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED. FLUSH ALL LATERAL LINES WITH VALVE ASSEMBLIES INSTALLED, PRIOR TO NOZZLE INSTALLATION. INSTALL NOZZLES AFTER FLUSHING. FOR TECHNICAL ASSISTANCE WITH CENTRAL CONTROL SYSTEM EQUIPMENT OR OPERATION, CONTACT MR. SCOTT KYLE AT RAINMASTER, (949) 212-8013. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PULLING ALL CONTROL AND COMMON WIRE THROUGH CONDUIT FROM CONTROLLER LOCATION TO VALVES. THE CONTRACTOR SHALL CONTACT JOHN DEERE GREENTECH FOR CONTROLLER/SENSOR CERTIFICATION AT START-UP OF SYSTEM. CALL (949) 837-4337. FOR TECHNICAL ASSISTANCE WITH CENTRAL CONTROL SYSTEM EQUIPMENT OR OPERATION, CONTACT MR. SCOTT KYLE AT RAINMASTER, (949) 212-8013. MR. KYLE SHALL BE NOTIFIED PRIOR TO STARTUP OF EITHER CONTROLLER AND TO CERTIFY THE INSTALLATION. 21. ALL MAINLINE, LATERAL LINES AND HEADS SHALL BE LOCATED A MINIMUM OF TWO (2) FEET FROM FACE OF CURB AND ANY OTHER IMPERVIOUS SURFACES. 22. ALL FITTINGS SHALL BE SCHEDULE 80 PVC MATERIAL. 23. ALL EXISTING IRRIGATION SYSTEMS WITHIN R.O.W. AREAS SHALL BE PROTECTED IN PLACE. ANY AND ALL CHANGES MADE TO EXISTING SYSTEMS, UNLESS SPECIFICALLY NOTED ON THESE DRAWINGS, SHALL BE IMMEDIATELY REPAIRED TO ITS FORMER CONDITION TO THE SATISFACTION OF THE ENGINEER. 24. REFER TO THE DEMOLITION PLANS FOR ADDITION INFORMATION REGARDING WORK ON THE IRRIGATION SYSTEMS. 25. CONTRACTOR SHALL TEST AND MAKE MINOR REPAIRS THROUGHOUT THE ENTIRE SCOPE OF WORK AREA TO THE ENGINEER'S SATISFACTION. ALL REPAIRS SHALL BE APPROVED BY THE ENGINEER PRIOR TO ANY WORK. QUICK COUPLING VALVE WITH YELLOW RUBBER LOCKING CAP -3/4" EXISTING BURIED PRESSURE MAINLINE PIPING, SIZE PER PLAN. USE CLASS 315 FOR PIPE 2" AND LARGER 1 / SHT 13 AND SCHEDULE 40 FOR 1-1/2" AND SMALLER, W/ SCHEDULE 80 FITTINGS. 3/4"' BURIED NON-PRESSURE LATERAL LINE PIPING, PVC SCHEDULE 40 W/ SCH 80 FITTINGS, SIZE PER PLAN. 1 / SHT 13 NOTE: CD REPLACE ALL HEADS LOCATED WITHIN COVERAGE AREA OF EXISTING PROJECT CONTROLLER ALONG THE SOUTH SIDE OF WEST PACIFIC COAST HIGHWAY PARKWAY PLANTER INCLUDING IRRIGATED AREA AT CORNER OF W. BALBOA BLVD. ALL POP-UP HEAD REPLACEMENTS (FROM THE LATERAL CONNECTION AT THE EXISTING TEE) SHALL MEET STANDARD OF DETAIL 6 / SHEET 13. ALL SHRUB ADAPTER HEADS SHALL MEET STANDARD OF DETAIL 9 / SHEET 12. IRRIGATION SYMBOL LEGEND: DENOTES CONTROLLER (LETTER) AND VALVE (NUMBER) SEQUENCE EXISTING VALVES ,--.~--DENOTES NEW CONTROLLER (LETTER) AND VALVE (NUMBER) SEQUENCE / AB \ 1 6-DENOTES EXISITNG SYSTEM GPM FLOW THROUGH VALVE \ 1'J DENOTES EXISTING VALVE SIZE NEW REPLACEMENT VALVES ,-_.,....--DENOTES NEW CONTROLLER (LETTER) AND VALVE (NUMBER) SEQUENCE / AB \ 1 6-DENOTES NEW SYSTEM GPM FLOW THROUGH VALVE \ 1 ·:_; DENOTES NEW VALVE SIZE MAWA: MAXIMUM APPLIED WATER ALLOWANCE: POINT OF CONNECTION: 2" W.M. MAJl'.IA = (ETo x 0.45 x LA x 0.62) + (ETO x 1.0 x SLA x 0.62) = Gallons per year far LA + SLA. "here, MAWA = Maximum Applied Water Allal"lanc.e (gallons per year) ETO = Referenc.e Evapotranspiratlon (Inc.hes per year) ETAF = Evapatransplratlan Adjustment Factor LA = Landsc.aped Area (square feet) SLA = Spec.Jal Landsc.aped Area (square feet) 0.1 = ETAF for Landsc.aped Area, Nev,iport Jl'.IELO Design Standards 1.0 = ETAF for Special Landsc.aped Area 0.62 = Conversion tac.tar (to gallons per square foot) MAWA Calculation: ETo ETAF LAorSLA Conversion MAWA (square ft.) (Gallons per Year) MAWAforLA 43.2 X 0.7 X 46,489 X 0.62 = 1,553,638 MAWAforSLA 0 X 1.0 X 0 EAWU: ESTIMATED APPLIED WATER USE EAJl'.IU = ETa x Kc x LA x 0.62 / IE = Gallons per year v,ihere, EAV'!U = Estimated Applied Water Use (gallons per year) ETO = Referenc.e Evapatransplratlan (Inc.hes per year) Kc = Landsc.ape Caeftlcient LA = Landscaped Area (square feet) 0.62 = Conversion factor (to gallons per square foot) IE = Irrigation Efflc.lency EAWU Calculation: Hydrozone ETo KL LAorSLA (square ft.) HIGH 43.2 X 0.36 X 36,377 MODERATE 43.2 X 0.24 X 10,112 X 0.62 = 0 Total MAWA= 1,553,638 POINT OF CONNECTION: 2" W.M. LANDSCAPE COEFFICIENT, K 0 x Kd x K""'= Kc HIGH -0.3 X 1.0 X 1.2 = 0.36 MODERATE -0.3 X 1.0 X O.B = 0.24 Ks = spec.ies foe.tar -0.1 (dry) -0.'1 ("et) Kd = density foe.tor -0.5 (sparse) -1.3 (dense) K,,< = mlcroc.llmate factor -0.5 (cool) -1.4 (hot) Conversion IE EAWU (Gallons per Year) X 0.62 I .75 = 467,674 X 0.62 I .65 = 100,002 Total EAWU = 567,676 C-7189-2 = CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 1--BA_s_1s_o_F s_E_AR_1N_G_s: _________ ----1 BGB I DESIGN GROUP \,~NDSC~ 1---N~O_. +--D_A_TE_-+_DE_s_c_RI_PT_IO_N_O_F_RE_v_Is_Io_Ns ________________ -t-A_P_P_Ro_v_E_D APPROVAL RECOMMENDED: ,,,;,<:> 0-'f-.OBZfr;cs ~ /\1 10-15-19 PREBID RFI REVISIONS PATRICK ARCINIEGA, RCE 70740 ,if it-1io 1' L_:l__'I,_ :f 'J'.;/,,,/4 _ -_:: 1, SENIOR CIVIL ENGINEER LANDSCAPE IRRIGATION NOTES & LEGENDS WEST COAST HIGHWAY MEDIAN LANDSCAPING PHASE 2 C-7189-2 •• BENCHMARK: Landscape Architecture Planning Urban Design ,J-I ~:-) c:·I i\invny ,\\IPnl.lP,Cn:·:t-:·1 l'-/f;;·::-:, C '.=J)f-:,)f. F1• Tl -5i]~,-22:Si3 -7-1 -5 :=,-22:,/EJ lcqb-11c.c:J1r * /f~' -* 1----+-----+------------------------t----, 8-J1 -20 a)i'?/9' S'~_..... -~ ..1/,~'>t:- ti> OF CA\.l<O'i' DATE: DESIGNED: DRAWN: AG HK CHECKED: DATE: AG 12-7-17 Phase 1 Boundary to Newport Blvd. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6094-S SHEET 12 OF 19 .,------END CAP, HAND TIGHT .,------BUBBLER HEAD ~ TREE JAIELL ;!_l__,fl--;-;;-;-;-~-- -iriiii I ti I lir ~~~~::~-----PVC SCH-BO NIPPLE II ,_l_,ill" I ]J PVC SJAIIVEL JOINT ELL 7 8 ~~~,,~~I l{l~lllff------ I-I---~~~ll-:::_I -_______ 4" DIAMETER PVC PERFORATED 'Ji' PIPE X 2' LONG FILLED V'llTH PEA GRAVEL ~-------PROVIDE HOLE TO FIT LATERAL AND BUBBLER ASSEMBLY ~------LATERAL LINE RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part, by others. Whi le this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions 'M'lich may have been incorporated into these plans as a result. BUBBLER W/ DEEP WATERING PIPE SCALE: NTS FINISH 6RADE AT 2" BELOV'l TOP OF BOX -----_fr-'------~~'-- IRRIGATION PULL BOX CARSON INDUSTRIES #9IO-IO-4B ROUND 6REEN BOX MINIMUM 36" LONS PIGTAILS OF VALVE AND COMMON V'llRE SPLICES. SEE V'llRE SPLICE DETAIL, THIS SHEET. I CUBIC FOOT OF PEA GRAVEL RED BRICK, (4 REQUIRED) HIRE RUNS UNDER MAINLINE PIPE MAINLINE PIPING AND FITTING SCALE: NTS 5 ~-LATERAL LINE TO VALVES ~--SCH 80 PVC MALE ADAPTER ~-CARSON INDUSTRIES GREEN 12" RECTAGULAR VALVE BOX #1419-12-4 WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. PROVIDE EXTENSIONS AS REQ'D. 1---------\M--=~SCOTCHLOK DBY-6 WATERPROOF WIRE CONNECTORS _ --~f--c-PROVIDE 24" LONG EXPANSION ~ CURLS UNION REMOTE CONTROL VALVE PVC SCHEDULE BO NIPPLES TYP. -',o--------1\----+,--pvc TXT 90 DEGREE ELL t,tc..crcJ--=---pvc SCHEDULE SO NIPPLE RISER ""'--6" MINIMUM LAYER OF PEA GRAVEL RED BRICK TYPICAL, 4 REQUIRED --H----PRESSURE MAINLINE SXSXT FITTING ~~=::;;:;----COMMON AND CONTROL WIRES NOTES: HEAT BRAND CONTROLLER & VALVE NUMBER ON COVER IN 2" TALL LETTERS, TYPICAL. INSTALL MATCHING CHRISTY VALVE TAG ATTACHED INSIDE TO VALVE STEM. REMOTE CONTROL VALVE DETAIL 24" MIN. FACE OF CUR 12" POP-UP HEAD, INSTALL 1" ABOVE FINISH GRADE. I---=---/--Fl N IS H GRADE =-11 11 '-r--~11 -11 -I -11 ---\---CURB OR PAVING --=11 11 I I 1 1 I I I I I 11 I I I I =11 =' ' ---=11 =I ' =1 I 11 =1 I 11 • I I j ,,--MARLEX 90 DEGREE STREET ELL ,,----PVC SCH-4D 9D DEGREE TxT ELL ,,--8" MINIMUM PVC SCHEDULE 80 NIPPLE MARLEX 90 DEGREE STREET ELL ~-pvc LATERAL LINE AND FITTING POP-UP ROTATOR DETAIL SCALE: NTS SCALE: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG i--BA_s1_so_F_s_EA_R_1NG_s_: -------------1 BGB IDESIGN GROUP BENCHMARK: Landscape Architecture Planning Urban Design _j /3:: ~:1 ,.'\i,-•,\'2'-i i\\1e1-•LC::, (··,-1st,--\.·]?s,J :'./\ ~12:::52b F. 7 4_c,4c_";c1"l1" -F--7-4-~,"-~--C',7 C, hn~ Ir~c.,:-;c:,r-· 3 I =II I= 11 _,----FINISH GRADE ,,-----CARSON INDUSTRIES GREEN 1 O" ROUND VALVE BOX #91 0---1 0-4B WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. .,----QUICK COUPLING VALVE WITH RUBBER CAP ,,,----RED BRICK, (4 REQUIRED) 1 CUBIC FOOT OF PEA GRAVEL ,,-----BRASS NIPPLE ~--BRASS 90 DEGREE STREET ELL ,,-----BRASS 90 DEGREE STREET ELL ,,------6" BRASS NIPPLE --MA IN LINE PIPING AND FITTING NOTE: HEAT BRAND "QC" ON COVER IN 2" TALL LETTERS, TYPICAL QUICK COUPLIING VALVE SCALE: NTS I eq I eq I STEP 1 STEP 2 STEP 3 == STEP 4 = = = =-= = = STEP 5 LOCKING FINGERS TUBE WIRE SPLICE DETAIL STEP 1 STRIP BOTH WIRES. TWIST STRAND AROUND RIGID STRAND OVER HALF THE LENGTH OF STRIPPED WIRES. STEP 2 FOLD THE OTHER HALF OF THE RIGID STRAND OVER TWISTED STRAND AS SHOWN. STEP 3 INSERT THE TWISTED SPLICE INTO THE ''y'' ELECTRICAL SPRING CONNECTION AND TWIST OVER WIRE STRANDS IN A CLOCKWISE DIRECTION. STEP 4 INSERT THE CONNECTOR INTO THE GEL-FILLED DIRECT BURY SPLICE KIT. PUSH PAST THE LOCKING FINGERS TO SECURE CONNECTOR INSIDE TUBE. STEP 5 POSITION ALL THE WIRES THROUGH THE DEDICATED INSULATOR CHANNELS AND SNAP INSULATOR TUBE COVER CLOSED. NOTE: FOR USE WITH 3M DBY-6/DBR-6 WIRE CONNECTORS SCALE: NTS 1 2 ------1 ~ c-~ _ ll <~ w = c, ,,,,: 0::: <l i'-' _J C er: I ,:-:, ~ w 11 [_j_ ;; [_j_ ,-,, / (-.J ~---------FINISH GRADE ~-BLUE POTABLE WATER IDENTIFIER TAPE OVER MAINLINE ONLY. CURB OR PAVING EDGE --< 11=11 // II II I 11 i½=_l~----1 - - -CLEAN BACKFILL SOIL -11 -I I -I COMPACTED TO MATCH 11 I I I 1:: NATIVE SURROUNDING SOIL VALVE CONTROL WIRE ""-----2" DEEP CLEAN, APPROVED BACKFILL MATERIAL TRENCHING DETAIL SCALE: NTS BALL VALVE ~------CARSON INDUSTRIES 1 O" ROUND VALVE BOX #91 0-1 0-4B WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. ---FINISH GRADE EXTENSIONS AS REQ'D. ~-BRASS BALL VALVE PVC SCH 80 MALE ADAPTER PROVIDE 1 "-2" AIR SPACE BTWN BOTTOM OF VALVE AND TOP OF ROCK. ~--8" MINIMUM LAYER OF PEA GRAVEL RED BRICK TYPICAL, 4 REQUIRED NOTE: HEAT BRAND "BV" ON COVER IN 2" TALL LETTERS, TYPICAL SCALE: C-7189-2 NO. DATE DESCRIPTION OF REVISIONS APPROVED APPROVAL RECOMMENDED: LANDSCAPE IRRIGATION DETAILS PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DATE: DESIGNED: DRAWN: AG HK CHECKED: DATE: AG 12-7---17 WEST COAST HIGHWAY MEDIAN LANDSCAPING PHASE 2 C-7189-2 Phase 1 Boundary to Newport Blvd. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6094-S SHEET 1 3 OF 19 \_1) VA1iON -"----- 77+0J ~ LL 0 1- --~ ...J \ __ ...,_R.O.W. ,., L o a rf/.. ..l.) ( . .;·v •r··frr-,,·y·,·'· (c,-~-_ _;.;;; ___ ~-_ ~-k~·-""""·:;;,;;;;;;;i .~~ ·-~-~,Jx"~':..!::.-~--~--~-_ __,.;)(' ~ .:.....:..~ :._:_ ~•:..:._.~= .......... ,....... "x --=¥=--~-__ x (Z;l ~ ---··--········· ............... ··············· --~------------·····-... , •.• , •.• ,.,., --·--,--~~-·--·-..... , ... , ... , .. , .............•. "·······"'"" ............... ------------------------~,.)'!"J"'""""✓-~~-~--D--•"•·y ',-F•~·, •• ~ ----------- 5-JUN PAT 5 GALLON 263-CAR MA 5 GALLON ~ CONTRACTOR SHALL FILL IN MISSING OR UNHEALTHY HEMEROCALLIS AT TH E DIRECTION OF THE ENGINEER OR □ □ r26-HES PAR 5 GALLON □ D □ PACIFIC COAST HWY ,44 -HES PAR 5 GALLON CONTRACTOR SHALL FILL IN MISsiNG-OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION OF THE ENGINEER OR LANDSCAPE ARCHJTECT. , 28-AGA ATT / 5 GALLON • L4-FUR FOE 24" BOX --CONTRACTOR SHALL FILL IN MISSING OR UNHEALTHY HEMEROCALLIS AT TH E DIRECTION OF THE ENGINEER OR LANDSCAPE ARCHffEe-T. .--1 )-,, 1 •1 r"- □ AREA OF IMPORT SO IL TO FINISH GRADE LEVEL. SEE PLANTING NOTES. 48-HES PAR 2' 5 GALLON CONTRACTOR SHALL Fill.. IN MISSING OR UNHEALTHY HEMER0CALLIS AT THE DIRECTION OF THE ENGINEER OR LANDSCAPE ARCHITEGT7· ... L4-FUR FOE 24" BOX 28-AGA ATT 5 GALLON CONTRACTOR SHALL Flll IN MISSING OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION OF THE ENGINEER OR ·LANDSCAPE ARCHI.IEC.T. s 0 ...J w co w w Cl) ~ w z - -~----··· ......... LANDSCAPE ARCHITECT. ----'1,·········· PER -----4"-'AGAA 5 GALLON 5=□ri1 CA'E 1 GA ··········· .. --,-------~ IB=i\IO'RUD' _____ _ 8-DIA'CAE ... •••• • GALLON •• ~~ •. ·~ 0 0 0 ..._ 0 0 ..._ @ R.O.W. \ / CALL TOLL FREE 1 -800-422 -4133 BEFORE YOU DIG I I (;) 47-ALO RUD 1 GALLON ) \ 3-AGA ATT 5 GALLON \_ 4-CRA ARG 5 GALLON BASIS OF BEARINGS: BENCHMARK: □ I I (19-ALO RUD 1 GALLON r-12 -LIM PER 1 GALLON -R.0.W. / isA~~:~:)1 \ C1-g!~g~E)) -:-il~Lg~E )) ~~/ j) ;-i:LoA:G ;-~}~}y/; 1 LON 3 .. D1A CAE-1 1 GALLON □ 15 .. LIM PER 2-CRA ARG'I , ,/ ... \,..-y·--v .. -, ~3 .. cRA ARG L.4 .. ALO BAR 4 .. DIA CAE ,=-=-,---;x,----5~G-A-LL~~---~J _____ ...'::;;.✓fi---;,<--Tir------.__:C:::::::--=5:....".G~AL=L~O~N--------==~~~==~15::.._:G~A~LL~O~N~==~~~=,===,Tr.1~·~~'.~~~~RLL~~~N~'~,=~1~·~'=·~,'J<;~~=~,..~"~=~~-=~:xi=~7;;;;9,,~.(_~~--~-~ 4-CRA ARG 5 GALLON 5-ALO BAR 15 GALLON I RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 112& 1rk~1btl -1vrwo l.Duati o'1 ~~ CDQ,aOr"~ 1i 11 ~ lPihiA 1~ UJ >: 0 a:J <( w w Cl) ~ -· w z ...J :r: l) ~ ~ ;; 132-CAR MAC 5 GALLON --. ....... . /~(© I 2' L44-HES PAR 5 GALLON □ 3-AGA ATT .. 6-DIA CAE 1 GALLON // ' .... - ) 5 GALLON 3-CRA ARG ..J ' i ~=-~> j/ ;/ \ L4-FUR FOE ..... I \ 24" BOK .. \~25-AGA ATT 5 GALLON 9.:_DIA CAE LLON --5_G/\LL.Cl_N INSTALL PALM ,PER TREE LEGEND, TYPICAL 4-CRA ARG ~ 5 GALLON -, - e s -- 2- 3, 4 ::: -- Ji, 11./ It., BGl~i I DESIGN GROUP Landscape Architecture Planning Urban Design 31 S5 C1 Airw~y Avence,Costc Mesa, CA 9262e P: 7 14--5 45-2898 c: /14-)4'.J -21::!/i:l b~:,-inc.com • ----... 6-ALO BAR • • 1 5-GAl:l-Ol't __ _ \ct,.l'lbS C 0"'0 "'-· \(; &it-' (j '<' :; ~· > *l NO. DATE DESCRIPTION OF REVISIONS 10-15 .. 19 PREBID RFI REVISIONS . ' AREA OF IMPORT SOIL TO FIN!Stl_ GRADE LEVEL. SEE PLANTING NOTES. CONTRACJOR SHALL FILL IN MISSING \ OR UNHEALTHY HEMEROCALLIS AT '-47-HES PAR THE DIRECTION OF THE ENGJ~EER OR 5 GALLON LANDSCAPE ARCHITECT. . ... CONTRACTOR SHALL FILL-iN MISSING OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION O[JHE ENGINEER OR LANDSCAPE ARCH ITECT. 8-DIA CAE \ CALLON c::, -16-ALO RUD 1 GALLON Y4 .. CRA ARG 5 GALLON --5-AGA ATT --~· 5-.GALLON -- , APPROVED APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVI L ENGINEER DATE: DESIGNED: DRAWN: AG HK CHECKED: DA TE: AG 12-7-·17 ' • r j/ (f) ..... >-fjj .:z: 0, fJj 0, fl) .i-LJ ~ -.J 5 J..;. I !§] NORTH 1 "=20' s=ALORUD GALLON 2-CRA i / !J 2J-'_AGA ATT 5 GALLON l§J NORTH 1 "=20' SEE SHEET 19 FOR PLANTING NOTES AND LEGENDS, TYPICAL SHEET INDEX SHT16 SHT14 SHT 17 SHT 18 SHT 1 20' 10' 0 20' 40' 60' SCALE: 1 "=20' C-7189-2 LANDSCAPE PLANTING PLAN WEST COAST HIGHWAY MEDIAN LANDSCAPING PHASE 2 C-7189-2 Phase 1 Boundary to Newport Blvd. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6094-S SHEET 14 OF 1 9 / --- -------'-----(;)'---• ------ 'st .,.... 1-w w I /327-CAR MAC ~ . I 5 GALLON ~ 5 GALWN W 27-AGA Ar co w z ....J. I 0 ~ ::;E r 1b:.:b1A CAI: 1 GA ON 5-ALO BAR 15 GALLON CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG / 47-HES PAR 5 GALLON " ,-28-AGA ATT / 5 GALLON PACIFIC COAST HWY r44-HES PAR I ? GALLON { 26-AGA ATT 5 GALLON 4-FUR FOE 24" BOX 4-FUR FOE 24" BOX -'-'--- CONTRACTOR SHALL FILL IN MISSING OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. CONTRACTOR SHALL FILL IN MISSING OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION OF THE ENGINEER OR ••• LANDSCAPE ARCHITECT. CONTRACTOR SHALL FILL IN MISSING OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION OF THE ENGINEER OR LANDSCAPE ARCHITECT . CONTRACTOR SHALL FILL IN MISSING OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION OF THE ENGINEER OR LANDSCAPE ARCHITECT .••••••••••••••••• f • ,::::1i3-A[o RiJiS 4-CRA ARG 5 GALLON '-5-AGA ATT 5 GALLON RECORD DRAWINGS 9-DlACAE • 1 A LO I '-4-CRA ARG 5 GALLON L6-ALO BAR 15 GALLON 5-AGA ATT 5 GALLON These Record Drawings have_been prepared based on information submitted, in part by others. While this information 1s believed to be r_eliable, Cit_y of Newport Beach_ is not responsible to its accuracy, nor for errors or om1ss1ons which may have been incorporated into these plans as a result EMBOSSED CONCRETE STAIN SPECIFICATION: CONTRACTOR SHALL PREPARE EXISTING STAMPED CONCRETE SURFACE BY CLEANING WITH HIGH PRESSURE POWER WASHER. AFTER SURFACE IS CLEAN AND DRY, APPLY ONE COAT OF RUSTOLEUM CONCRETE STAIN (COLOR: EARTH BROWN) WITH HUDSON SPRAYER OR PER MANUFACTURER RECOMMENDATIONS. CONCRETE CURB SHALL BE MASKED OFF TO PREVENT OVERSPRAY. NOTIFY CITY 48 HOURS PRIOR TO CLEANING AND STAIN APPLICATION FOR CITY INSPECTOR TO BE PRESENT DURING WORK. 'Fi1=DIACAE •• I 1 GALLON I, 16-ALO RUD 1 GALLON /f . w > 0 co <( w W• ~ u w z ....J I 0 ~ ::;E 4-CRA ARG , 5 GALLON -9-DIA CAE 1 GALLON 4-CRA ARG 5 GALLON 6-ALO BAR -, < '·~··· ( 1-31-CAR MAC 5 GALLON I /0 L 28-HES PAR 5 GALLON r 2-ALO RUD 1 GALLON -1-DIA CliE ··· / A / j r1-AGA ATT // 5 GAL~~.~ 15 GALLON /\ --- 154-ALO RUD ' • 1 GALLON ' CONTRACTOR SHALL FILL IN MISSING OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION OF THE ENGINEER OR LANiCAPE ARCHITECt: 11-DIA CAE 1 GALLON • / --12-LIM PER 1 GALLON /; • ) /} 'i "¾~~-/ )/ ...,....::,,1/ j/ 5-CRA ARG INSTALL PALM PER TREE LEGEND , TYPICAL 5 GALLON j 5-ALO BAR 15 GALLON D /( NO. DATE DESCRIPTION OF REVISIONS AREA OF IMPORT SOIL TO FINISH GRADE LEVEL. SEE PLANTING NOTES. r 4B -HES PAR / 5 GALLON 26-AGA ATT 5 GALLON CONTRACTOR SHALL FI LL IN MISSING OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION OF TH E ENGINEER OR LANDSCAPE ARCHITECT. -~,._,,_,,,,,,,, D fl! -g::::orA-CAE ' -··-·- 1 GALLON (8 17-ALO RUD 1 GALLON 4 -CRA ARG 5 GALLON 6-AGA ATT 5 GALLON PACIFIC COAST HWY AREA OF IMPORT SOIL TO FINISH GRADE LEVEL. SEE PLANTING NOTES. CONTRACTOR SHALL FILL IN MIS.SING OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION OF THE ENGINEER OR ••• LANDSCAPE ARGH!TECT. 1-4-FUR • FOE 24" BOX ---- CONTRACTOR SHALL FILL IN MISSING OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION OF THE ENGINEER OR LANDSCAP E ARCHITECT. NOTE: 10-oiACAE 1 GALLON 5-CRA ARG 5 GALLON 6-ALO BAR 15 GALLON -- -STAIN AND SEAL EXISTING CONCRETE PER NOTE BELOW. • -------+--- CONTRACTOR SHAtl· HLL 11\1 MISSING OR UNHEALTHY HEMEROCALLIS ATTHE DIRECTION OF THE ENGINEER OR • •• • •· LANDSCAPE ARCHITECT. CONTRl)CTOR SHALL FILL IN MISSING Off UNHEALTHYHEMEROCALLIS AT THE DIRECTION OF THE ENGINEER OR LANDSCAPE ARCH!TECT. 11-DIA CAE 1 GALLON • 14-LIM PER 1 GALLON CONTRACTOR SHALL FILL IN MISSING OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION OF THE ENGINEER OR L ANDSCAPE ARCHi1tct:. D p UJ E ...I ::r ., u ,_ I 11 =olA CAE 1 GALLON 5-CRA ARC 5 GALLON 4-AGA ATT 5 GALLON SEE SHEET 19 FOR PLANTING NOTES AND LEGENDS, TYPICAL SHEET INDEX SHT16 6) NORTH 1"=20' ~ NORTH 1 "=20' 4-CRA ARG j 5 GALLON 6-AGA ATT 5 GALLON Ls-cRA ARG 5 GALLON 5-ALO BAR SHT 17 SHT 1 15 GALLON 20' 10' D 20' 40' SCALE: 1 "=20' C-7189-2 APPROVED APPROVAL RECOMMENDED: LANDSCAPE PLANTING PLAN 1---sA_s_1s_o_F s_E_AR_1N_G_s_: ------------t BGB I DES I G N G ROU p ffi 10-15-19 PREBID RFI REVISIONS PATRICK ARCINIEGA, RCE 70740 i-==+------1--------------------------+----I SENIOR CIVIL ENGINEER WEST COAST HIGHWAY MEDIAN LANDSCAPING PHASE 2 C-7189-2 BENCHMARK: Landscape Architecture Planning Urban Design 31 35 C1 Airwa y A·✓enu e,Cos t a Me sa, CA 92626 P 7 14-545-289'3 F 714-545-287'3 bgc -inc ~orn DATE: DESIGNED: DRAWN: AG HK CHECKED: DA TE: AG 12-7-17 Phase 1 Boundary lo Newport Blvd. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6094-S SHEET 15 OF 1 9 \ ;;: ~ () :r: r z m ... Q (/) m m ; (/) --1 _ RO.W. __ ~OTE: STAIN AND SEAL EXISTING ••• ••••• BELOW. -0 Cl □ ? □ □ □ <- CONCRETE PER NOTE PACIFIC COAST HWY !-u.1.1.1.1--- -:::> . z -I ~ 1; 12 ~ a. :::> Cl) ------.~---··, \ \ \ \ \ <ll \ \ =-=----------------\ I NOTE: \, \ STAIN AND SEAL EX ISTING CONCRETE PER NOTE I BELOW. I I I I \ I ' ' D :I: 96+iJD 9 /+QJ YS+O:J rn *==..;;;;...;;;===;..i;;;;;...,;;==;..,;;;;...,;;;;;..;===;;;..;;;;;_.l;;;:;==;;;;_..;;;;.-====-=..;;;;;:±==_;;;;;..,;;===;...;;;;...; ____ ;1_;;...;;;;;_===;;;;....;;;;.-===...l...;;;;...aa===..aa;..,;;---;;--;;;-;;a __ ..;;;1....;;;===-----===--....... .l.a== .............. === ...... --=~="'""=--===;;;;;..-.:.\-, ----! - \ \ ---i ..J, 01 w 6 Ill <( w w (/) [u w z ...J I (._) 4-DIA CAE 1 GALLON 4-CRA ARG 5 GALLON 5-AGA ATT 5 GALLON RO. ~ "" ···--· ~ > -5-DIA CAE 1 GALLON --f ...................... CONTRACTOR SHALL FILL IN _MlS_S.lliG OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. I_ 10-DIA CAE 1 GALLON 13-LIM PER 1 GALLON 5-CRA ARG 5 GALLON -6-ALO BAR 15 GALLON □ □ □ DO . CONTRACTOR SHALL FILL IN MISSING OR UNHEALTHY"'i-iEMEROCALLIS AT THE ~--·-- DIRECTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. □ r-10-ALO RUD 1 GALLON CONTRACTOR SHALL FILL IN MISSING OR UNHEALTHY HEM EROCALLIS AT THE DIRECTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. 6-LIM PER / -= 1 GALLON D 0;-5-ALO BAR I 15 GALLON 21-DIA CAE 1 GALLON ~/J V -c.-::_,...-\ -6-DIA CAE 4-ALO BAR 15 GALLON 5-DIA CAE L 4-CRA ARG @] 102+DD II \ 1 GALLON \ l3-CRA ARG l 5 GALLON 6-AGA ATT 5 GALLON NOTE: 1 GALLON 5 GALLON RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions vvhich may have been incorporated into these plans as a result. □ D □ STAIN AND SEAL EX ISTING CONCRETE PER NOTE BELOW. PACIFIC 103+00 f-- □ D 25-LIM PER 1 GALLON -------, R .. W . □ NOTE : APPROX IMATE END OF LOW CURVED ACCENT WALL. EXISTING CORNER ENHANCEMENT PLANTING AREA. PROTECT IN PLACE ALL PLANTING AND IRRIGATION. □ STAIN AND SEAL EX ISTING CONCRETE_PHLNOTE BELOW. (;j COAST HWY 104+00 EMBOSSED CONCRETE STAIN SPECIFICATION: CONTRACTOR SHAU.: PREPARE EXISTING STAMPED CONCRETE SURFACE BY CLEANING WITH HIGH PRESSURE POWER WASHER. AFTER SURFACE IS CLEAN AND DRY, -APPLY ONE -GOAT OF RUSTOlEUM CONCRETE STAIN ( COLOR: EARTH BROWN) WITH HUDSON SPRAYER OR PER MANUFACTURER RECOMMENDATIONS. CONCRETE CURB SHALL ElE MASK.ED .. QFF TO PREVENT OVERSPRAY. NOTIFY CITY 48 HCJLiRS PRiOR TO CLEANING AND STAIN ---·····-· APPLICATION FOR CITY PECTOR TO BE PR ESENT DURING WORK. 105+00 I \ \ \ \ -,.-----·-·--·-'< - - .-· ".: ·--::.· --:,_ -~' □ AREA OF IMPORT SOIL TO FINISH RADE LEVEL. SEE PLANTING NOTES. SHT14 235-ALO RU[)"': 1 GALLON □ □ ./ 5-JUN PAT 5 GALLON 20' i 1 O' 0 SEE SHEET 19 FOR PLANTING NOTES AND LEGENDS, TYPICAL SHT 1 SCALE: 1"=20' - I I 20· e NORTH 1"=20' r--... 1-w w I (/) w w Cf) u. w z ...J -----;. I 0 ~ :::i1: [§J NORTH 1 "=20' 40' 60' C-7189-2 BASIS OF BEARINGS: BGBIDESIGN GROUP ~NDSC~ 1--N~O_. -+---DA_T_E_-+D_E_S_CR_I_PT_IO_N_OF_R_EV1_s_1o_N_s _________________ +--A_PP_R_o_v_rn--f APPROVAL RECOMMENDED: '"' ",1_;'.t, "f 10-15-19 PREBI D RFI REVISIONS PATRICK ARCI NIEGA, RCE 70740 LANDSCAPE PLANTING PLAN CALL TOLL FREE I 1-800-422-4133 BEFORE YOU DIG BENCHMARK: Landscape Architecture Planning Urban Design 3185 Cl .l\irwoy lwerue,Ccsb Hesa . CA 92,,2lo P: 71 4 -545-2898 F: 71 4-545-?!178 b-Jb-in c. com ~.~ =~=-+-----~------------------------~---~ ~ -.: SENIOR CIVIL ENGINEER .., Jc *I DATE: DESIGNED: DRAWN: AG HK CHECKED: DA TE: AG 12-7-17 WEST COAST HIGHWAY MEDIAN LANDSCAPING PHASE 2 C-7189-2 Phase 1 Boundary to Newport Blvd. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6094-S SHEET 16 OF 1 9 w 6 ro <( w r ~· '-_/ K.U.W. D D I' 68-ALO RUD <.o ... ,I • 1 GALLONI §~~~ 3' ~ / 75-.HES PAR 5 GALLON '······--~. 2' i fJ.. IJJ ;z -....J :r: f 1 4-JUN • 5 GALLON - I\ L45i :::.cAR MAC 5 GALLON D AREA OF IMPORT SOIL TO FINISH GRADE LE\(EL. SEE PLANTING NOTES. -· .... ./. r120-CAR 5 GALL (& CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 4-JUN PAT 5 GALLON CONTRACTOR SHALL FILL IN MISSING OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION QF THE ENGINEER OR LANDSCAPE ARCHITECT. 14-DIA GAE/' 1 GALLON □,,,, 1 15-LIM P R I 1 GALLON D BASIS OF BEARINGS: BENCHMARK: I '{ ·y o?Olf. D D D D D D rB-AGA ATT/ •• 12-AGA ATT/ ,; •• •• / / ,, ✓ ······7 PACIFIC COAST HWY /.5 GALLON ···· 5 GALLON l···l•2.-.A.GA ATTr12 -AGA ATT I . l 5 ?ALLON 5 G~LLON I I® •• •••••••••• 8-AGA ATT 5 GALLON 12 -AGA ATT 12-AGA ATT 12-AGA ATT[12-AGA ATT r12-AGA ATT r ' ""-"" 1-' CAflON 5 """ -I ' ""-"" r' "'"°' AREA OF IMPORT SOIL TO FINISH GRADE LEVEL. SEE PLANTING NOTES. / 112-AGA ATT \ 5 GALLON I 12-AGA ATT ✓ 12-AGA Aif~ .. 12-.AGA A 5 GALLON 5 GALLON 5 GALLON --,-•••• ·9-AGA ATT 5-FUR FOE 24" BOX J D RECORD DRAWINGS / \_145-HES PAR 5 GALLON These Record Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions vvhich may have been incorporated into these plans as a result D D NOTE: I ~, ' I ) 5-FUR FOE 24" BOX r 28-ALO RUD/ I 1 GALLON I 11-DIA CAE 1 GALLON 5-CRA ARG 5 GALLO~ • 4-AGA ATT 5 GALLON D I 6-JUN PAT 5 GALLON PACIFIC COAST HWY STAIN AND SEAL EXISTING CONCRETE PER NOTE BELOW. / 185-ALO RUD • 15+00 1 GALLON __ 7 _ -t--c,-,.--I -,-cc.=-~~ ····7···· CONTRACTOR SHALL FILL IN MISSING OR uNHEAt.THY HEMERocA[Lis·11T THE ~- CONTRIICTQR SHALL FLL.L .. Jt'L MISSING OR~- UNHEALTHY HEMEROCALLIS AT THE D1REcT10N OF THE ENGINEER OR DIRECTION OF THE ENGINEER OR LANDSCAPE ARCHITECT._, LANDSCAPE ARCHITECT. 3-AGA .fi:tf 5 GALLON ,, r5-DIA CAE / 1 1 ~~}~! RUD/ 1 GALLON 8-ALO BAR 15 GALLON- 10-LIM PER 1 11 -ALO RUD 1 GALLON \ 1 GALLON ------8-AGA An1 5 GALLON BG EI I DESIGN GROUP Landscape Architecture Planning Urban Design 3185 Cl Airway Avenue,Costa l1i eso, CA. 92626 P 71 4-545 -2898 F 714-545-28 78 bgb-inc.corn / .. D NO. DATE DESCRIPTION OF REVISIONS 10-15-19 PREBID RFI REVISIONS 0 □ / 192-HES PAR 5 GALLON CONTRACTOR SHALL FILL IN MISSING OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION OF TH E ENGINEER OR LANDSCAPE ARCHITECT r 8-DIA CAE/ 1 GALLON 0 2' CONTRACTOR SHALL FILL IN MISSING OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION OF THE ENGINEER OR LANbstAPE ARCHITEtt.········ 13-DIA CAE/ ,.if ; 7 D NOTE: STAIN AND BELOW. / 5 GALLON / -5-FUR FOE 24" BOX CONTRACTOR SHALL FILL IN MISSING OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION OF THE ENGINEER OR iJiNilSCAPE ARCHifE:tt.· 17-DIA CAE 1 GALLON I r 20-LIM PER 1 GALLON / \ 4-CRA ARG 5 GALLON \_ 5-ALO BAR_,, 15 GALLON SEAL EXISTING CONCRETE PER NOTE 00 ..... ~ (9 <( 0 I 1-w i------,----,-----========-1w 118+00 CONTRACTOR SHALL PR EPAR E EXISTING STAMPED CONCRETE SURFACE BY CLEANING WITH HIG_H PRESSURE POW ER WASHER. AFTER SURFACE IS CLEAN AND DRY, APPLY ONE COAT OF RUSTOLEUM CONCRETE STAIN (COLOR: EARTH BROWN) WITH HUDSON SPRAYER OR PER MANUFACTUR ER RECOMMENDATIONS . CONCRETE CURB SHALL BE MASKED OFF TO PREVENT OVERSPRAY. NOTIFY Cln' 48 HOURS PRIOR TO CLEANING AND STAIN APPLICATION FOR Cln' INSPECTOR TO BE PRES~NT DURING WORK. \ \ .-'( 119+00 / I Cl) ----t W w Cl) ':c j -w z ....J :::c (.) ~ :a: ) (J (SJ SEE SHEET 19 FOR PLANTING NOTES AND LEGENDS, TYPICAL SHT14 SHT16 SHT18 . . SHT 17 20' 10' NORTH 1 "=20' 0 20' 40' ~ ....J w ro w w Cl) (9 w z ....J I (.) ~ ::;E 60' SHT 1 SCALE: 1 "=20' C-7189-2 APPROVED APPROVAL RECOMM ENDED: PATRICK ARCINIEGA, RCE 70740 SEN IOR CIVIL ENGINEER DATE: DESIGNED: DRAWN: AG HK CH ECKED: DATE: AG 12-7-17 LANDSCAPE PLANTING PLAN WEST COAST HIGHWAY MEDIAN LANDSCAPING PHASE 2 C-7189-2 Phase 1 Boundary to Newport Blvd. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6094-S SHEET 17 OF 1 9 @ D D D D D □ D r-- T"" PACIFIC COAST HWY NOTE: STAIN AND SEAL EXISTING CONCRETE PER NOTE 1- UJ UJ BELOW. V51 ---;;::::------J===~===~;======--~---------scc:-----~ ~L ___L,,____j_ __ _L ___ ____,,.,,,,__ ___ _L ___ _____Li'__---------- 00 :c D :✓ D -' EXISTING MEDIAN. PROTECT IN PLACE ALL IRRIGATION, PLANTING AND CONSTRUCTION. j)Y~1 . .._ ~ :J □ a Cl D ..___.,,-□ I I cJ UJ +-------------------------------....L.....,.CC....,.CC....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc....,.cc""""""""""""""""....::..;:....::..;:....::..;:....::..;:....::..;:....::..;:....::..;:....::..;:....::..;:....::..;:....::..;:....::..;:....::..;:....::..;:....::..;:....::..;:....::..;:....::..;:+-Cec..L+-C~~+-C.?-",L-".?-C.?-C.?-Cec..L.?-C.C..C....--'."--"-.C..C..C..C....--'..C..C..C..C..C..C.c...c.c...c..?-Cc...c.c...c.c...c.c...c.C...:C.....::L....::L....::L....::L....::L....::L....::L....::L-"4...-"4...-"4--"'--"4--"4--"4...-"4-....::L....::L....::L....::L:.4-Y z ~ c:: ~ ...J I 0 t--- ~ 2 / D CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 4-CRA ARG 5 GALLON 17-DIA CAE 32-LIM PER 1 GALLON 4-CRA AR 5 GALLON 5-ALO BAR 15 GALILON CONTRACTOR SHALL FILL IN MISSING OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. 3-ALO RUD 1 GALLON ATT 5 GALLON 24-ALO RUD 1 GALLON CONTRACTOR SHALL FILL IN MISSING 0.~R __ UNHEALTHY HEMEROCALLIS AT THE DIRECTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. 17-DIA CAE 1 GALLON 20-LIM PER 1 GALLON 4-CRA ARG 5 GALLON 5-ALO BAR 15 GALLON / RECORD DRAWINGS CONTRACTOR SHALL FILL IN MISSING OR UNHEALTHY HEMEROCALLIS AT THE DIRECTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. 15-DIA CAE 1 GALLON 5-AGA ATT 5 GALLON These Record Dra'lvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions vvhich may have been incorporated into these plans as a result I CONTRACTOR SHALL FILL IN MISSING OR -----clNHEALTHY HEMEROCALLIS AT THE DIRECTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. 17-DIA CAE 1 GALLON 4-CRA ARG 5 GALLON 5-ALO BAR 15 GALLON / --- D CONTRACTOR SHALL FILL IN MISSING OR UNHEALTHY7ITfM:ROCALLIS AT-THr- DIRECTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. 15-DIA CAE 1 GALLON / 24-ALO RUD GALLON N ATT ON p SHEET INDEX ________ __,/,~ CONTRACTOR SHALL FILL IN MISSING OR I-- UNHEALTHY HEMEROCALLIS AT THE :!!: DIRECTION OF THE ENGINEER OR ~T ~LA~N~DS~C~A~PE7 AR~C~H~IT~K~T~--~~---U ...J CJ 0 --= CJ CJ 0 -- EMBOSSED CONCRETE STAIN SPECIFICATION: CONTRACTOR SHALL PREPARE EXISTING STAMPED CONCRETE SURFACE BY CLEANING WITH HIGH PRESSURE POWER WASHER. AFTER SURFACE IS CLEAN AND DRY, APPLY ONE COAT OF RUSTOLEUM CONCRETE STAIN (COLOR: EARTH BROWN) WITH HUDSON SPRAYER OR PER MANUFACTURER RECOMMENDATIONS. CONCRETE CURB SHALL BE MASKED OFF TO PREVENT OVERSPRAY. NOTIFY CITY 48 HOURS PRIOR TO CLEANING AND STAIN APPLICATION FOR CITY INSPECTOR TO BE PRESENT DURING WORK. SEE SHEET 19 FOR PLANTING NOTES AND LEGENDS, TYPICAL (5) NORTH 1 "=20' SHT16 SHT18 SHT17 20' 10' 0 20' 40' 60' SHT14 SHT 1 SCALE: 1 "=20' C-7189-2 1--BA_s_1s_oF_s_E_AR_1N_G_s: _________ ----1 BGB IO ES I G N G ROU p '-~NDSC::!-"c' NO. DATE DESCRIPTION OF REVISIONS APPROVED APPROVAL RECOMMENDED: 0,5> 'I'-· \(OBZ[r" ~ 1--ffi~l --+----+--------------------------l------1 ,;j ¢ ,i,0 ~ 10-15-19 PREBID RFI REVISIONS PATRICK ARCINIEGA, RCE 70740 _s,~'Jc . ·?~ ~ :i' /.: o SENIOR CIVIL ENGINEER LANDSCAPE PLANTING PLAN WEST COAST HIGHWAY MEDIAN LANDSCAPING PHASE 2 C-7189-2 BENCHMARK: Landscape Architecture Planning Urban Design ~\1 '.:::',2, :::__:-1 .2:..·r-'NO\i A\,,enue,Ccst::=i 1\/ '='SC, p /'IL :) ----:., 'J,qq,:-1 -/IL :)L:~, ::•~1h-·r·c •'.:c:ii-n * DATE: DESIGNED: DRAWN: AG HK CHECKED: DATE: AG 12-7-17 Phase 1 Boundary to Newport Blvd. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6094-S SHEET 1 8 OF 1 9 LODGEPOLE STAKE NAIL TO STAKE PER LOOSELY LOOP AROUND TREE IN "FIGURE 8" MANNER TREE TRUNK MANUF'S RECOMMENDATIONS LL' -/ 'CINCH-TIE' DETAIL APPROVED STREET TREE, 24" BOX MIN. THIN CANOPY TO REDUCE WIND RESISTANCE, AS NEEDED. REMOVE NURSERY STAKE IF ANY. ORIENT THE TREE WITH SECTION OF TRUNK SHADED BY NURSERY STAKE TO THE NORTH. ----------2"x1 o· DIAMETER LODGEPOLE PINE _.--V.I.T. CT-32 'CINCH-TIES' 4 PER TREE. 30" MIN. DIAMETER BERM CAPABLE OF HOLDING 20 GAL. OF WATER. IMMEDIATELY PRIOR TO BACKFILL REMOVE TREE FROM CONTAINER. CAREFULLY PLACE IT INTO PLANTING PIT. PRUNE KINKED ROOTS. DO NOT BREAK OR OTHERWISE DISTURB ROOTBALL. 2" LAYER MULCH. HOLD AWAY FROM TRUNK. ~,4-~czS:::§:z---== FINISH GRADE. -~ll-i~======~----NATIVE BACKFILL SOIL. EXCAVATE A V "SOIL FLARE" ADJACENT TO ANO LOWER THAN THE ELELVATION OF THE CONTAINER, ~~ FERTILIZER TABLETS: TRI-C MYCO PAKS. 18/36" BOX, 12/24" BOX. ~~ MOUND NATIVE SOIL BENEATH TREE, ASSURE THE ROOTBALL CROWN IS 2" ABOVE FINISHED GROUND. UNDISTURBED NATIVE SOIL. 1. PLANT 50' MIN. FROM BCR ON THE APPROACH TO AN INTERSECTION AND 15' FROM THE ECR ON THE EXIST SIDE AS APPLICABLE. 2. PLANT 1 O' MIN. FROM EDGE OF DRIVE APPROACH. 3. PROVIDE 1 O' CLEARANCE FROM UTILITY AND SEWER LINES. 4. PLANT 20' MIN. FROM STREET LIGHT ANO POWER POLES. 5. WHERE THERE IS NO SIDE WALK, PLANT TREE IN THE CENTER OF PARKWAY. 6. PLANT TREE 3' MIN. FROM CURB. 3 4 TREE DETAIL SCALE: NTS TIE FRONDS PRIOR TO PLANTING WITH ORGANIC TWINE, DEPENDING ON SPECIES. ALM TREE, REFER TO PLAN PALM TRUNK TO BE PLUMB VERTICALLY 2" LAYER OF MULCH (2)-4" VERT. PVC SCH 40 VER- TICAL PERF. PIPE AT ALTERNATE CORNERS OF PIT WITH REMOVABLE PVC CAPS. ROOT BALL, MIN. 1" ABOVE F.G. BACKFILL OF 100% WASHED PLASTER SAND 4" DEEP WATER BASIN ( 4)-4" PVC HORIZ AROUND PIT PERIMETER. CONNECT WITH VERTICAL PIPES AT ALT. CORNERS. FINISH GRADE COMPACTED SAND TO 95% AT BOTTOM OF ROOTBALL & PIT. NOTES: 1. GRAVEL SUMP IS NOT REQUIRED FOR I I 11 ,1~111 I. __ 11=11. =11 THIS PROJECT. 2. SOAK ROOT BALL WITH ARBORIST APPROVED FUNGICIDE PRIOR TO TRANSPLANTATION. '-I 1--w.,,,1-11-11~1 3. PROVIDE TREE BRACING IF NEEDED. 1 i' I 11 11 l~!:!:tf::::U'=:'...' .__JGRAVEL SUMP NOT REQUIRED FOR THIS PROJECT PALM TREE DETAIL CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SCALE: BASIS OF BEARINGS: BENCHMARK: l _Li ::=:i _J . ' LJ jJ I-·----1 <'._ • i's-------2' /:=..i c:, _u 1-.,,-,> lL 'I 1-1 ;_) < -I _cJ ' . f-'- 1 ARTIFICIAL BOULDER DETAIL BOULDER DETAIL -=1 -11 ARTIFICIAL BOULDER. COLOR, TEXTURE ANO SIZE SHALL BE APPROVED BY CITY PRIOR TO PURCHASE AND SHIPPING. FINISH GRADE BOULDERS SHALL BE SET FIRMLY INTO FINISH GRADES TO AVOID ANY MOVEMENT BY WEATHER OR MAINTENANCE OPERATIONS. SEE PLANTING PLANS FOR BOULDER LOCATIONS AND SIZING, BOULDERS SHALL NOT EXTEND ABOVE 24" IN CITY 'LINE OF SIGHT' ZONES, AND NOT ABOVE 12" HEIGHT IN COUNTY LINE OF SIGHT ZONES. BOULDERS AVAILABLE AT ''THE ROCK MARKET", WWW. the roe km a rket. net" 9555 HIERBA, AGUA DULCE, CA 91390. SCALE: NTS PLANT 2" EARTH WATERING BASIN, ROOT BALL -TOP SHALL BE 1" HIGHER THAN FINISH GRADE. BACKFILL -AMEND ONLY PER SOILS REPORT FOR TREES AND SHRUBS. MULCH LAYER PER PLAN (1" THICK MAX OVER ROOT BALL). FINISH GRADE. ---PLANT TABS: TRI-C MYCO PAKS.1 /1 GALLON, 3/5 GALLON, 8/15 GALLON AND 24" BOX. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. PLANTING NOTES: ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES, ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ALL PLANT MATERIAL WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM lYPICAL FOR THE SPECIES. ANY PLANT DEEMED UNACCEPTABLE BY THE ENGINEER SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTABLE PLANT OF LIKE lYPE AND SIZE AT THE CONTRACTOR'S EXPENSE. ANY MATERIAL APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE ENGINEER SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILllY OF PLANT MATERIAL. FINISH GRADES SHALL BE INSTALLED 2" BELOW HARDSCAPE, CURBS AND UTILllY BOXES. 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. CONTACT DIG ALERT (811 ). THE CONTRACTOR SHALL MAINTAIN THE PROJECT IN A HEALTHY AND WEED-FREE CONDITION FOR A THIRTY (30) DAY PLANT ESTABLISHMENT PERIOD AND A SIXTY (60) DAY MAINTENANCE PHASE. SEE SPECIFICATIONS. PLANT QUANTITIES SHOWN ON LEGENDS ARE FOR GENERAL INFORMATION. SHOULD ANY DISCREPANCIES BETWEEN THE LEGEND AND SHEET QUANTITIES OCCUR, THE HIGHER NUMBER SHALL SUPERSEDE. CONTRACTOR SHALL LAYOUT ALL PLANTS IN THEIR ORIGINAL CONTAINERS ON SITE FOR APPROVAL OF THE LANDSCAPE ARCHITECT. PLANT PITS MAY ONLY BE DUG AFTER APPROVAL OF PLANT LOCATIONS BY THE LANDSCAPE ARCHITECT. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. ALL SHRUBS OF ANY SPECIES SHALL ALL BE PURCHASED FROM ONE NURSERY TO AVOID DIFFERING VARIETY MIXES. ALL SHRUBS AND/OR SUCCULENT PLANTS SHALL BE PLANTED NO CLOSER THAN 24" TO THE FACE OF CURBS. 11. THE ENTIRE PLANTING AREA SHALL BE CROSS-RIPPED TO A DEPTH OF 12" INCHES PRIOR TO ADDITION OF SOIL AMENDMENTS PER SPECIFICATIONS. SPECIAL CARE SHALL BE GIVEN NOT TO INJURE ROOTS OF PLANTS TO REMAIN PROTECTED IN PLACE. DO NOT CROSS-RIP MEDIANS WHERE SOIL EXPORT IS TO BE PERFORMED. 12. ALL SHRUB PLANTING AREAS SHALL RECEIVE A SURFACE LAYER OF 13, 1. 2. 3. 4. NITROGEN FORTIFIED SHREDDED TREE AND PLANT MTERIAL MULCH. THE MULCH SHALL CONSIST OF "FOREST FLOOR 0-4" MULCH AS MANUFACTURED BY AGUINAGA FERTILIZER COMPANY, IRVINE, CALIFORNIA. (949) 786-9558, PROVIDE DEPTH OF 2" MINIMUM OVER FINISH GRADE IN GENERAL PLANTING AREAS, AND 1" DEPTH WITHIN WATERING BERM AROUND PLANT BASE, NO BARE EARTH SHALL BE SHOWING THROUGH MULCH COVER. CURBS, WALKS OR OTHER PAVING SHALL BE 1" OVER THE TOP OF THE MULCH COVER. PROVIDE SAMPLES OF MULCH FOR APPROVAL BY THE CITY PRIOR TO INSTALLATION. IMPORT SOIL SHALL BE INSTALLED IN MEDIAN AREAS ONLY. REFER TO DEMOLITION PLAN FOR AREAS TO HAVE SOIL EXPORTED. FILL IN NEW IMPORT SOIL TO WITHIN TWO (2) INCHES OF TOP OF CURB. GRADES SHALL BE 2% AND DRAIN TOWARDS THE CENTER OF THE MEDIANS, NOT TO DRAIN OVER THE CURB ONTO THE STREETS. THE NEW SANDY LOAM IMPORT SOIL SHALL HAVE SAMPLES TESTED, REVIEWED AND APPROVED IN WRITING BY WALLACE ANALYICAL SOIL LAB, OR EQUAL PRIOR TO IMPORT. LAB SHALL REFERENCE ORIGINAL TEST RESULTS AND REPORT DATED APRIL 12, 2019 INCLUDED WITHIN THE SPECIFICATIONS. NEW IMPORT SOILS SHALL HAVE A NEW AGRONOMIC SOILS ANALYSIS PERFORMED AND SENT TO THE INSPECTOR PRIOR TO IMPORTING BY CONTRACTOR, AMEND IMPORT SOILS PER NEW AGRONOMIC SOILS RECOMMENDATIONS, FOR BIDDING PURPOSES USE 36 INCHES OF DEPTH FOR BACKFILLING OF "TANK ROAD" PAVING REMOVAL UNDER PLANTING AREAS. CONSTRUCTION NOTES: ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. BOULDER LOCATIONS SHOWN INDICATE APPROXIMATE LOCATIONS AND SHALL BE RANDOM IN PATTERN. ALL REAL BOULDERS SHALL BE DUG IN 1 /2 THE DIAMETER OF THE HEIGHT OF THE EXPOSED BOULDER, ARTIFICIAL BOULDERS SHALL BE DUG IN SUCH A MANNER AS TO APPEAR BURIED 1 /2 THE VISUAL SIZE, ARTIFICIAL GFRC (GLASS FIBER REINFORCED CONCRETE) BOULDERS SHALL BE APPROVED BY THE CllY AS TO SIZE, TEXTURE AND COLOR PRIOR TO PURCHASE AND DELIVERY. ARTIFICIAL BOULDERS SHALL CONFORM TO THE COBBLE ROCK AND NOT BE GRAY /WHITE IN COLOR, BUT BE IN TAN TONES TO MATCH SMALLER REAL BOULDERS. BOULDERS MAY REQUIRE MULTIPLE COLORS ON EACH BOULDER TO APPEAR NATURAL TO THE SATISFACTION OF THE CllY. ARTIFICIAL ROCK MAY NOT BE PLASTIC OR OTHER MATERIAL OTHER THAN GFRC, ARTIFICIAL BOULDERS SHALL BE TURNED, TILTED AND PLACED RANDOMLY TO REPRESENT NATURAL ROCK OUTCROPPINGS. DO NOT REPEAT THE SAME BOULDER EXPOSURES IN OUTCROPPINGS. -------UNDISTURBED NATIVE SOIL. :t=1f':'=!'~~r== NOTES: 2 ,:::•:< rc:cnr12.,1 1 ~1,,:,,\-1ll =--~- SHRUB DETAIL 1. SCARIFY SIDES OF PLANT PIT PRIOR TO SETTING PLANT. SCALE: NOTES BGB IDESIGN GROUP Landscape Architecture Planning Urban Design 3·113::, c: /\ir-v/1Jv /\ve'1Je,::·:.:,,s-::c1 ·Aes:J, ·0 r 7 I 4-:74c,_ c,2, F 714-'74c,-2E,7S b;h ,-,-, c1.:11 NO. DATE DESCRIPTION OF REVISIONS ffi 10-15-19 PREBID RFI RE~SIONS BASE BID -TREE LEGEND -WUCOLS Reaion 3 -South Coastal SYMBOL BOTANIC NAME COMMON NAME SIZE QTY REMARKS 0 CASSIA LEPTOPHYLLA GOLD MEDALLION 36" BOX 62 11'-13' HIGH X 5'-6' WIDE STANDARD FORM TREE 0 CHAEMEROPS HUMILIS MEDITERRANEAN FAN PALM 36" BOX 4 5' -7' CLUMPS (* INSTALL IN PLACE OF TRACHYCARPUS FORTUNE! WINDMILL FAN PALM 6'BTH 5 MISSING PALMS ON SIDE PANEL PLANTINGS BASE BID -SHRUB AND GROUNDCOVER LEGEND -WUCOLS Region 3 -South Coastal ABBRV. BOTANICAL NAME COMMON NAME AGA ATT AGAVE ATTENUATA 'NOVA' BLUE FOX-TAIL AGAVE ALO BAR ALOE BARBADENSIS BARBADOS ALOE ALO RUD ALOE RUDIKOPPE 'LITTLE GEM' LITTLE GEM ALOE CAR MAC CARISSA MACROCARPA 'GREEN CARPET' PROSTRATE NATAL PLUM CRA ARG CRASSULA ARGENTEA JADE PLANT DIA CAE DIANELLA CAERULEA 'CASSA BLUE' VARIEGATED FLAX LILY FUR FOE FURCRAEA FOETIDA 'MEDIOPICTA' MAURITIUS HEMP (AS NOTED) HEMEROCALLIS HYBRID DAYLILY HES PAR HESPERALOE PARVIFLORA 'BRAKELIGHTS' RED YUCCA JUN PAT JUNCUS PATENS CALIFORNIA GRAY RUSH LIM PER LIMONIUM PEREZII STATICE ->;~ -. ; -,, SENECIO MANDRALISCAE KLEI NIA PLANTING LEGEND: 7-JUN PAT '-DENOTES QUANTITY IN GROUPING & PLANT MATERIAL, SEE LEGEND 5 GALLON '-.__ '-.__ DENOTES MATERIAL SIZE IN GROUPING ~18'. DENOTES QUANTITY IN GROUPING AT 24" O.C. TRIANGUILAR SPACING ~ (GROUNDCOVER SYMBOLS) BOULDER LEGEND: BOULDER LOCATIONS ARE DIAGRAMMATIC AND SHALL BE FIELD VERIFIED PRIOR TO DIGGING. DIMENSIONS ARE APPROXIMATE. SEE DETAILS. ARTIFICIAL BOULDERS AVAILABLE AT ''THE ROCK MARKET", AGUA DULCE, CALIFORNIA (661) 212-7555, www.therockmarket.net. 0 DENOTES ARTIFICIAL GRANITE BOULDER (COLORS TO BE APPROVED BY CllY) WITH MAXIMUM DIMENSION OF 4' DIAMETER IN THE LONGEST DIMENSION. DIG TO APPEAR A MINIUMUM OF 50% INTO FINISH GRADE. DENOTES ARTIFICIAL GRANITE BOULDER (COLORS TO BE APPROVED BY CllY) WITH MAXIMUM DIMENSION OF 3' DIAMETER IN THE LONGEST DIMENSION. DIG TO APPEAR A MINIMUM OF 50% INTO FINISH GRADE. DENOTES ARTIFICIAL GRANITE BOULDER (COLORS TO BE APPROVED BY CllY) WrTH MAXIMUM DIMENSION OF 2' DIAMETER IN THE LONGEST DIMENSION. DIG 50% INTO FINISH GRADE. EXISTING TREE PROTECTION NOTES: 1, "PROTECTED ZONE" FOR EXISTING PALMS: BEFORE BEGINNING ANY DEMOLITION OR CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL INSTALL TEMPORARY ORANGE FENCING AROUND EACH PALM TO CAUTION OPERATORS REMOVING ADJACENT CONCRETE PAVING. 2. WHEN EXCAVATING FOR SOIL REMOVAL, CONTRACTOR SHALL NOT EXCAVATE WITHIN FIVE (5) FEET OF PALM TRUNK. IF EXCAVATOR OPERATOR ENCOUNTEERS FIBROUS ROOT SYSTEM OF ANY PALM, STOP WORK AND MOVE OPERATIONS BACK AWAY FROM PALM UNTIL NO ROOTS ARE ENCOUNTERED. 3. PROVIDE TEMPORARY WATERING BASINS FOR PALM TREES DURING CONSTRUCTION OPERATIONS. PROVIDE Bl-MONTHLY WATERING FROM WATER BUFFALO TRUCK. DO NOT REMOVE WATERING BASINS UNTIL AFTER IMPORT SOIL HAS BEEN PLACED AND FINE GRADED. 4. ALL PALM TREE FRONDS SHALL BE POWER WASHED AT COMPLETION OF PLANTING AS A PART OF THE SCOPE OF WORK. 5. NO SEPARATE PAY ITEM SHALL BE PROVIDED FOR PALM PROTECTION AS NOTED HEREIN. RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions 'Mlich may have been incorporated into these plans as a result PLANTING LEGENDS SIZE QTY 5 GALLON 492 15 GALLON 132 1 GALLON 1146 5 GALLON 1,323 5 GALLON 154 1 GALLON 412 24" BOX 47 5 GALLON 100 5 GALLON 947 5 GALLON 30 1 GAL 299 I ;1-; .. Pg1c. fRIANGUI AR 13,136 WUCOLS M L L WUCOLS L L L M L M L M VL M L L C-7189-2 APPROVED APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER LANDSCAPE PLANTING NOTES, LEGENDS & DETAILS WEST COAST HIGHWAY DATE: DESIGNED: DRAWN: AG HK CHECKED: DA TE: AG 12-7-17 MEDIAN LANDSCAPING PHASE 2 C-7189-2 Phase 1 Boundary to Newport Blvd. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6094-S SHEET 1 9 OF 19 w > 0 [II <( w w z ...J □ MliTITt F:iJI) t ),l,L :):\ CALL.ON \ /'.:, + + I· 1 + I l· "\'· + + I r ·I + -+ + + + + + + + + t· -i + ··t· + + + ,j.. + ,o ,,,,.,,.,. ·I . • I ·} ~-, + .}f<"·+ I I "' + + + + + + + ➔- T 41 +00 + + + + +,\i:+ " TRAILER PARK + + + + + -t· +-~ .;...+t-· ,,,+t-·+ ++ + + ---- 111 1 I,. 1111 • Ii . 'II ,.1 / RESIDENTIAL 111111' 1111111' ADD ALTESJ,iATE BID iTEM #2 □ I / 5 \ ;. llliiiii.ii' / CALL TOLL FRE ~ 1-800-422-4133 BEFORE YOU DIG ·t· + .1. !iii II ! •• ,. #:!Ji !l' ·" '-' . ,>oc-;.:"' j l s-;r ~~-, 1 ..... Q) Q) ,__ ...., 1--_ _.. _ __., jJ .c 0) I• p:--;:OTE~C -1 i\,, Fl..!\(~F-" i.-:Jr--:· j\,'.,, •>i,)'>j\)T L1ATF F?IAL ,--:ES 1:·;1:,/? \ ;;, GtLl. (}'.'J ffl BASIS OF BEARINGS: BENCHMARK: + + + + + + + I I + + + '7 ➔-+ f 1-l + t + + + ··I/;\ A.:: Cr'.\LL )\ i 1 ' r '···H·>~ i . ' / RESIDENTIAL r , A ::-ir< :~ /;:i <Ti i I BGB IDESIGN GROUP Landscape Architecture Planning Urban Design 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com r; <~AL \ 43 ..... Q) -a,-,._ ..... Cl) ..... C ro ,._ (9 • I + + , --__ AUJ hU U + + + + ih~;, ?'·'!: •·u·ililiff ·~_,..-· ::,v, iA~·:, \ ... :;--/1.JJ:i, /\Ti ·c11 / '·s:.: ·,,. '·,·.•.,£:.,:~ .. ~; \, i\ CA. ' • .} 1'.-.:.,.Co ,\ /. __ ._._ .. _• ,.r1_l;,hk_L<,)J::/ ___ _ Cl -Q- '50'110 0 •• >•< I,~~-' ,..,.:F .... " ' , , ' \ TRAILER PARK C F ' ., ... .,,, t,;r,;r,;,,,,,,,;l 12 , ' ., .. , ... + \ Wk ' i:i .,!,..l + + + (; l'l'II, HU vrn MV ,,, ,l',ll'I tffl @ill '~s,~ -.mr ... #: :w.®.': 1!:f.1::::t _ ,~-,,J 'fW& m:ii'~;_,i __ ....i.:.;..;.;.:.:..:,,._ ___ ..,. ___ ,_,.~)<'. , ,,~ "°)(-·Cill'ill ,,, .. B~lll' -"-"--.'¾«', "*,% ~:-:•,~J + l + 44.00 ' ' j + + ! .---fa/.0 i-"<L G/.\LL'.)N ' 1 / J COMMERCIAL □ + a /:..Ffr.A NUT ii"✓ CONTRACT, PRO "i'ECT !N PL/\CF: .. 7 -I s 0 ...J w ____ ,w 'i ';--/\LD 1 GP..l. .. CN RECORD DRAWINGS These Rec?rd ~r~vvings h~ve_been_ prepared based on information submitted, in part, by others. '0{h1le t~1s information 1s believed to be reliable, City of Newport Beach is not ~espons1ble to its accuracy, nor for errors or omissions INhich may have been incorporated into these plans as a result. ..... Q) Q) ,__ ..... Cl) C ,__ Q) LL RESIDENTIAL 2b-, ~; Ci\LLON 1'401 E: SUPPLEMENTAL BOULDER LOCATIONS FINAL LOCATIONS AS DIRECTED BY CITY QR LANDSCAPE ARCHITECT w w (J) a a + (0 "SI" w z ...J I (.) !;j: 2 1-w w I i <JJ w w (J) ----+□ a --------------------------------------------+<b "SI" :;.►,r:-,p / :) ;;,:,,1 l<;h ';J---c:A ~- ,·. '..><. CH f : AD D ,AL,TERHATE 8 !0 !tTEM#1 DIA :·As 5 CALL'.)Ll i -i w z --t-....J I --+-~ 2 /1·•"-f··i·'.1:.\, ·;-)\/; ' .J )LC< ___ : , c; 1 ·, \i , . .Oh if ,"':): / I r-1,1.--. -:c> :,I',:< \ :~, (; .,: I :·st-..; i ' / :) ,+ - ! ( /' .,.·v ~! \ ()--Tl\'.;; ;) Gf'J..L.U\/ .. f,G/\ r:.. (';i\L ___ UH I I / ,._i::--A.CA /"JT ).<) · ,'i}>,,,:.\'' \ U:f:rH:ff %... __ ,,,_,~;; W"ffl¾~·:. CA!. ,.C>ymlli "· GALL.1)t~ 20' 10' 0 E SHEET i 3 FOR PLANTING NOTES & LEGENDS SCALE: 1 "=20' i:::-:::irilf l ,.,.,.,,,M ITiii:':"'1 irs 20' NO. DATE DESCRIPTION OF REv1SIONS APPROVED APPROVAL RECOMMENDED: LANDSCAPE PLANTING PLAN t----t-----+--------------------~---1-----1 MICHAEL J. SINACORI, RCE 46214 t---t----+---------------------\-----1 ASSISTANT CITY ENGINEER DATE: DESIGNED: DRAWN: AG HK WEST COAST HIGHWAY SUPPLEMENTAL BOULDERS PHASE 1 C-7189-1 WEST CITY LIMITS to Station 77+00 40' (5) NORTH 1 "=20' 60' C-7189-1 R-6084-S CHECKED: DA TE: AG 12-7-17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 1 3 w > 0 (Q <( w w 0 T"" f-w w I (f) w ~ w - (f) t '_'Jlifl ,£tiJ, 8+========~=-ie===~=====~=~ + ~ -----t--,, c.o s:j" I w C) z --,-; -~ 54<{)0 w+----------------~-----~ z ....J I 0 f-<( ~ , .. :5 I ·· I I ' \ ! , -111&1, ,U:1:i '.Gffii \ -1 J -··A.GA ATT 5 GALLON ( • ADD ALTERNATE BD 1UEM#1 12~At.O RUD 7 GAL.LOH ~ I ! :"i 'J ---Di/, !AS S GA.LD/\7 ' I REsnioo;,.,s ' ! \ .. ! ! RESIDENTIAL ... -, r \ \ ---- 0 TO ••• STUi·f( PU.\fFll'·JG'.:;. 1}mOUGh , TYF!C!-\L.. ·i----,. ....... -, .... ..... (f) I r llllU I iAPPROX!MATE LOCATJ H iOF SOIL TEST SAM~LE ·.3 ! ~-~--+--1 U--!-,GA ATT ') GAL LON COMMERCIAL COMMERCIAL l GALLON 55<{)0 I - I ··r3-~H[S :?/:F? \ 5 CIL ... OH i i •• 4G~OiA rAS i / ! ! i ! I I ! i -Ir, 11' -::, :::-. 09=-AGA A: "i" if f 5 GALLON \ ~ 4 -AGt, AT-T-~ ::: (;;""! ! (it! \. ... ,. 15-AGA /1.f f 5 GALLON RESIDENTIAL ; ! I I·· C ---DiA TAS I ! / I I ; / ,A, __ ,r..-.. -",, .. /',.......-'\.~,--''----/ I j ' ; / / -+-! ! 1 CALLO\ 56,{)0 / / ::n r-··--...,: 50 HF:S PN~~-J :;) GAi .. U)H ··l,CP. Arr ;,-, C:\:_J o~~ RECORD DRAWINGS These Record Dra\.\lings have been prepared based on info rmation submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \Mlich may have been incorporated into these plans as a result COMMERCIAL ----~~-f-. =======r---- t--\\-... \--:;-._-[-!1;_\ ___ lI_'\'._)____ .Yi f-T\, PAf~_/ "15 5 GALLON 5 Gl,LLON GA:. iGi>J ' f.,J.() r;:UD....J ( '--==~~~~~----,;:;=:;~f--:-==:t,1 ~'-.-~~-' ---; 0-···D!is 11,,; J ..\C HF'.., e'/;f' ··-1 1 '' ALC RUJ _J - I I • ! ; ; .. f>S . ! I I j GALL.ON -2·---AGA 1-\fT \ L •.• L5-h.ES PA;: 5 G,,:\LUJN r-· i8·~/;(::1\ lTT -:.~,-\! .. L.C\ PPC'TTCT 1\ PLJ,C:i"J TYP. 4 ~-AG}\ 5 GA.LON 4---H f:.S PAR 5 GALLJN CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG / -54 -"·HES P.f,J? ~~ Gf\LJ\~~ r--)-,il}~l ACi.: f 5 Gr\~LC!\ \ \ 1 (;,\i .. i..C'i'l Lo... ;J!\i~ 5 GA.!..LCN BASIS OF BEARINGS: BENCHMARK : -'.·)·--·H E:~ P/.\i?.. i:; CN.L.C\ .°:"-ULA TA~.~-.../ ,; G,\U_Of': 2 N>~, /',J/ 8GB / DESIGN GROUP Landscape Architecture Planning Urban Des ign 3185 C1 Airway Avenue,Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc,com ~ ; I / / 9 ~D!A }}.:_)-j :.) ~:Aa_L0N / -1~\_,A f... " .' / ! !J Gi\l .. LON 1 1 4 ---H:S PPR-·_/ \ \ ··2·-AG.A A! i :::, CAL : .. OH I Pi,fl ::i GJ\U.G\ C D!A TN_:; 5 (AL;__Of\J '. ',-.._ ·· · 1 ·) -D:A ·:'AS 5 G/\LLON 1d·--·D!A 'f.~'<S· .. ·• --,-\-, - ~~ -ALO RU U GAL.L0 1\J \ • "\ \ \ \ --+ ' NO, DATE DESCRIPTION OF REVISIONS ' RESIDENTIAL 5) ·-· [J!A TA~ ... J 5 GNJ.ON 20--D!A T/\S ••• 1 Li GALLON ' 24 ····0/1\ T;\S _j 5 GAL LON ! 51,{)0 r·!0 HE'.:i P,t.1.,R / 5 GALL.ON I r+)·•·-,1\LO F:U:J / / I GALL G:'\_2· r) ,. .., , -- 5 G,\LLON COMMERCIAL 1 i ···-ALO R~D 1 G,i\LLON ! I , // / I ' ! // -2 -f.,~,1:, l•JT 5 GALLON 4 DiA TAS 5 Gt,JJON '-, ___ <3 ···· 1··i[S FtR PARK GROUNDS RCW , I ! I U/:SHCU !Nt: DLNUTLS AEE/, OF SO\ TO F'lkSH GRADE PLAf✓TING NOTF'·} ,. · 20-··tG,:\ ,\TT I ~: GA UD\ s 0 ...J w en w w (f) 0 :"r'~~r-rn, ~ 0) LO -;iW z ....J I ~ i rJ~AL.0 RU '.) , . j / ~ GALLON • I ! r ! • /; 1-() , ! ' i /~ j ! -A.CA !1,TT ., CAL .. ON NOTE: SUPPLEMENTAL BOULDER LOCATIONS FINAL LOCATIONS AS DIRECTED BY CITY OR LANDSCAPE ARCHITECT. COMMERCIAL N T"" ----1- w D.. (j) 0 0:::: 5 GAi.LON r .. 'i. 7 r,~,1 ,,p u!\L 1 .. \.,., 5-ALO 1 CALL01\ D.. Ui\'DCP ~---S fOf~Y F'i .. A:'~"f'iNGS , Vl[WS THROUGH , fYF'i(A:~. ' I :S PAi\ • ·,, ~) GA.L..OM -..., ~2-:-)~~ _./ LG ~LU--... . G1,Lu f R PLANT!N s f;, T,\S1 \ 0 ?--AGA AT'-•7 5 C1\~~8N r-· 1 7 -HCS ;:,,\Ri l ~) G/J.LON ' 20' ,SCALE: 1"=20' I"' ,. ~~- . ··•·-DJ NORTH 1"=20' 40' 60' I I APPROVED APPROVAL RECOMMENDED: C-7189-1 LANDSCAPE PLANTING PLAN MICHAEL J . SINACORI , RCE 46214 ASS ISTANT CITY ENGINEER DATE: DESIGNED: DRAWN: AG HK CHECKED: DA TE: AG 12-7-17 WEST COAST HIGHWAY SUPPLEMENTAL BOULDERS PHASE 1 C-7189-1 WEST CITY LIMITS to Station 77+00 CITY OF NEWPORT BEACH R-6084-S PUBLIC WORKS DEPARTMENT SHEET 11 OF 13 .... .... I-w w I (f) w w (f) 0 l(') + l(') (!) w z _J I 0 I-<( ~ COMMERCIAL / E6..{)0 ! ' - 4 · .(/ f"< fv1A C' -::,r.: .. t.0''1 Q) L...----H,.....i,._ Q) ,_ -Cf) -0 C (D :, CJ,LLOi": I 5 RECORD DRAWINGS These ReC?rd Dra1J1~ngs h:3-ve_been_ prepared based on information submitted, in part, by others. While this 1nformat1on 1s believed to be reliable, City of Newport Beach is not ~espons1ble to its accuracy, nor for errors or omissions vvh1ch may have been incorporated into these plans as a result. ---- I!\! F,;1.J<T, TY'[.",' '1APPR.C)~l!1t"! f: L,()Cf\TiOH i OF SU!L. TE'.:>! SAM PU:'. #4 I CALL TOLL FREE I 1-800-422-413l3 BEFORE YOU DIG ........... ·---·J ----- BASIS OF BEARINGS: BENCHMARK: ,} ·/\(.~_i\ s COMMERCIAL 1 -,t/:A l:J' r C ,, I ' -~ES f\,'i j C/\LLG N Cl PARK GROUNDS /\IT 5 C::fat i .. CH [\!.:.:..Ttr<G PF'.O 2·'! 1.rr '.':. (>V '/ BGB IDESIGN GROUP Landscape Architecture Pl anning Urban Design 3185 C1 Airway Avenue.Costa Mesa, CA 92626 P: 714-545-2898 F: 714 ·545-2878 bgb-inc.corn ! I / } I Q)l-----l\-R ~ I -\ Cf) \ -(J) "t"""" COMMERCIAL (D ---------------------- ' ' L, ~'. ,, !t·JE !\/:-·)cF<··· ~;\;:_ n:~-~ef:~ ;:- F:Hi:::,: 1.. ;\Tl :"i CA[' OU NO. DATE ;;;\l_i .()t,I 8 -Dh '> I['; "'l,F·· "· CPJ L(;N 7 ... JU N /\CJ , ,,--A _.r · .q;,; . _,, ------- DESCRIPTION OF REVISIONS f/;\:.,, ,-;-:,G -~-F',::p ;' -,.·'..:· ., .. ,.,.,,,,\ r ! I • --3-HES F'f\F :··) (I,: . .1(\\j \ ' r -- ---.ATT r;, (j,L'. __ CH ------- 0 NOTE: SUPPLEMENTAL BOULDER LOCATIONS FINAL LOCATIONS AS DIRECTED BY CITY OR LANDSCAPE ARCHITECT . 20' 10' 0 20' SEE SHEET 13 FOR PLANTING NOTES & LEGENDS SCALE: 1 "=20' 40· [SJ . NORTH 1 "=20' 60' C-7189-1 LANDSCAPE PLANTING PLAN f--,-----t------------------------------_j ___ _j MICHAEL J. SINACORI, RC E 46214 i-----------..:.=-.=_=-:__:.:__::_:__:~=:_~:__'._.'...'._~::._:~::'._~'.._ _______ _j 1 WEST COAST HIGHWAY ASSISTANTCITYENGINEER SUPPLEMENTAL BOULDERS APPROVED APPROVAL RECOMMENDED: DATE: DESIGNED: DRAWN: AG HK CHECKED: DA TE: AG 12-7-17 PHASE 1 C-7189-1 WEST CITY LIMITS to Station 77+00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6084-S SHEET 12 OF 1 3