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HomeMy WebLinkAboutR_5919_SCITY OF COSTA MESA @~ JOHN WAYNE AIRPORT "'%i ~s 0., CITY OF /RV/NE PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS • (IN ADDITION TO GREENBOOK SECTION 1-3.2) POWER POLE OSCO SANITARY SEWER CLEANOUT ® SANITARY SEWER MANHOLE ® STORM DR/>JN MANHOLE • FlRE HYDRANT DWM WATER METER BOX & SER~CE DPB PULL BOX DGM GAS METER @WV WATER VALVE POWER POLE ANCHOR 6 MONUMENT -x-x-x-FENCE BLOCK WALL ~ TREE 00 SHRUBBERY .a£ ~ .tM ...-. ASPHALT PAVEMENT ;:;:;:;:;:;:;:;: BRICKWALK le_:_ -• .. _-•. ·,-_] CONCRETE ~ BUILDING - - - -EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION ---If.---CENTERLINE ----S----SEWER LINE -----w-----WATER LINE ---G---GAS LINE --E--ELECTRICAL LINE --T--TELEPHONE LINE -CATV-CABLE~SION LINE --SP--SPRINKLER SYSTEM STREET LIGHT SIGN CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AC ACP BC CB '!. D.I.P. E EC ECR EXIST G GB GE INV MJ PROP 5 S.C.E. 5.0. S.F.M. STA. T V.C.P. w ASPHALT CONCRETE ASBESTOS CEMENT PIPE BEGIN CURVE CATCH BASIN CENTERLINE DUCTILE IRON PIPE ELECTRIC END CURVE RETURN END CURB RETURN EXISTING GAS GRADE BREAK GROOVED END INVERT ELEVATION MECHANICAL JOINT PROPOSED SEWER SOUTHERN CALIFORNIA EDISON STORM DRAIN SEWER FORCE MAIN STATION TELEPHONE ~TRIFIED CLAY PIPE WEST/WATER BENCHMARK: SHEET3 SHEET4 ELEVATIONS BASED ON OCS BENCHMARK 3K-55-99 WAS USED FOR THE VERTICAL MONUMENT. DESCRIBED AS OCS 1999-FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED •3K-55-99• SET ON TOP NORTHWESTERLY CORNER OF A 4'x8' CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEASTERLY PORTION OF THE INTERSECTION OF MACARTHUR BOULEVARD AND HARBOR VIEW DRIVE 48' EASTERLY Of THE CENTERLINE OF MACARTHUR BOULEVARD AND 75' NORTHERLY OF THE CENTERLINE OF HARBOR VIEW DRIVE. ELEVATION WAS 145.204' BASED ON THE NORTH AMERICAN VERTICAL DATUM 88 (NAVDBB). BASIS OF BEARINGS: THE BASIS OF BEARING IS BASED ON THE "ORANGE COUNTY GEODETIC CONTROL NETWORK" HORIZONTAL CENTRAL STATION 6292 AND STATION 6295 BEARING N 00"00'34" E PER RECORDS ON FILE WITH THE ORANGE COUNTY SURVEYOR'S OFFICE. PUBLIC WORKS DEPARTMENT COAST HIGHWAY MEDIANS PHASE 1-B C-3867 APPROVED: ___________________ _ DATE: ______ _ PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 APPROVED: ___________________ _ DATE: ______ _ ACTING CITY ENGINEER R.C.E. NO. 19111 LOCA 110N MAP I SHEET INDEX NTS AS-BUILTS EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC/AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT ADELPHIA COX COMMUNICATIONS UNDERGROUND SER"1CE ALERT DAY (800) 624-8153 (800) 611-1911 611 i949) 644-3011 714) 962-2411 714) 542-6222 (800) 422-4133 NIGHT (800) 624-8153 (800) 611-1911 611 (949) 644-3717 (714) 542-6222 (800) 422-4133 APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: MARK HARMON GEORGE MURDOCH GENERAL SER~CES DIRECTOR ACTING UTILITIES DIRECTOR DATE: _______ DATE: ______ _ SHEET5 NTS APPROVAL RECOMMENDED: TONY BRINE, RCE 45521 TRANSPORTATION ENGINEER DATE: ------- D5-30-07 D5-1D-07 D3-13-07 D2-16-07 GENERAL NOTES 1. THE CONSTRUCTIN OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS. 2. STATIONING REFERS TO THE CENTERLINE OF THE STREET. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION ANO ELEVATION IN THE FIELD PRIOR TO BEGINNING CONTRACTION OF THE NEW FACILITIES. 4. CURB DATA REFERS TO TOP OF CURB. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRAOE, COLOR AND FINISH TO ALL ADJOINING CURBS ANO WALLS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 7. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. B. SEWER, WA T!:R AND STORM DRAIN LINES DISTANCES SHOWN IN PROFILE AND IN THE EST/MA TED QUANT/TIT!:$ ARE HORIZONTAL DISTANCES. 9. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PR/DR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTT!:R SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPATABILITY WITH EXISTING CONSTRUCTION. 10. THE WALL$ AND FACE OF ALL EXCAVATIONS CREA T!:R THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAM/NATION IND/CA TES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 11. THE CONTRACTOR($) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED ABOVE FOR CAL-OSHA. 12. ALL STORM DRAIN, SEWER, AND WA T!:R PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L. 13. ALL CONCRETE $HALL BE 560-C-3250. 14. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT (949) 644-3106. 15. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 16. THAT A FIRE PROTECTION SYSTEM ACCEPTABLE TO THE FIRE DEPARTMENT BE INSTALLED BY THE DEVELOPER ANO TESTED BY THE FIRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MATERIALS OR START OF ANY STRUCTURAL FRAMING. 17. CONTRACTOR SHALL PROVIDE STREET SWEEPING EQUIPMENT AND ENSURE THAT THE COAST HIGHWAY IS KEPT CLEAN AND FREE OF CONSTRUCTION DEBRIS . 0 0 0 NOTES DEMOLfTION NOTES: SAWCUT AND REMOVE EXISTING PAVEMENT AND SUBGRADE TO A DEPTH OF 3' TO ACCOMMODATE NEW MEDIAN AND LANDSCAPING PER DETAIL "1A" SHOWN ON SHEET 2. SAWCUT AND REMOVE EXISTING CURB, BOMAN/TE, PAVEMENT AND SUBGRADE TO A DEPTH OF 3' TO ACCOMMODATE NEW MEDIAN AND LANDSCAPING PER DETAIL "1A" SHOWN ON SHEET 2. REMOVE EXISTING STRIPING TO ACCOMMODATE NEW MEDIAN IMPROVEMENTS. CONS1RUCT70N NOTES: EX1RUOEO CONSTRUCT a· TYPE '1/PcC:;;;;;;,ER CITY OF NEWPORT BEACH STQ-(82<083-L CONSTRUCT B" CURB PER DETAIL "A" SHOWN ON SHEET 2. BACKFILL NEW MEDIAN PER DETAIL "1A" SHOWN ON SHEET 2 . INSTALL CAL TRANS STANDARD "NO U-TURN" SIGN R34. INSTALL CAL TRANS STANDARD "NO PEDESTRIAN CROSSING, USE CROSSWALK" SIGN R49. INSTALL CAL TRANS CA DETAIL NO. 21 DOUBLE/DOUBLE YELLOW TRAmc LANES AND TYPE "D" PAVEMENT MARKERS PER CAL TRANS STD. PLAN NO. A20A. INSTALL CALTRANS CA TYPE K-1 MARKER, 6"x12" STRIP OF YELLOW RETROFLECTIVE SHEETING. CONSTRUCT B" FULL DEPTH AC PER OETAIL "1A" SHOWN ON SHEET 2. JACK AND BORE 4" AND 2" SCHEDULE 40 PVC TO ACCOMMODATE (1) 2" IRRIGATION LINE ANO (1) 1" PVC IRRIGATION CONDUIT AND CAP PER DETAIL "2" SHOWN ON SHEET 2. KEYNOTES: PROTECT IN PLACE AS NOTED. SHEET ' 2 3 4 5 6-9 10-13 14 15 SHEET INDEX DESCRIPTION TITLE SHEET DETAILS D£MOL/110N AND IMPROVEMENT PLAN, STATIONS 158+68 TO 161+00 D£MOL/110N AND IMPROVEMENT PLAN, STATIONS 162+39 TO 167+4.3 D£MOL/110N AND IMPROVEMENT PLAN, STATIONS 195+48 TO 196+54 /RR/GA TION PLAN PLANTING PLAN LANDSCAPE CONSTRUCTION NOTES LANDSCAPE CONSTRUCTION DETAILS C-3867 RE~EWED: MICHAEL J. SINACORI, RCE: 46214 PRINCIPAL Cl"1L ENGINEER DE~GNED: DRAWN: MR JRR CHECKED: DA TE: DJM 5-29-07 TITLE SHEET COAST HIGHWAY MEDIANS, PHASE 1-B CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5919-S SHEET 1 OF 15 CONSTl?UCT NEW MEDIAN ctJRB PER PLAN (IN CASES WHERE THERE JS AN EX/SllNG ctJRB, THE EX/SllNG ctJRB IT JS TO BE REMOVED AND REPLACED 'MTH NEW ctJRB AS NOTED) EX/SllNG PAVEMENT TO BE REMOVED CONSTl?UCT NEW MEDIAN ctJRB PER PLAN. 2' TO 9' VARRIES 1.0' I (IN CASES WHERE THERE JS AN EX/SllNG CURB, -----1-,.-1 ~-f-'TYP='=-+~ THE EX/SllNG ctJRB JS TO BE INCLUDED IN THE REMOVALS AND REPLACED 'MTH NEW CURB AS NOTED) SAWCUT AND REMOVE EX/SllNG AC AND AB TO ACCOI.IOOA TE NEW CURBED MEDIAN. FOR BID PURPOSES REPLACE 'MTH B"AC OVER 4• AB a• T'tP ' ~;;ri\1~:;r,¢~~-:¼1~~DZ;~;s.:(r:tr>~ ·~: I-c , --~ 7 -. ~ ----'-. ~ .,---.:::_'. INSTALL 2'-9" OF SEl.ECT RLL INSTALL 3• OF MULCH PER PROJECT SPEC/RCA llONS , ~+--t-----6" TYP -~-;~-• IND/CA TES UM/TS OF REMOVALS DETAH..11A NTS 1- -· TYP SA WCUT AND REMOVE EX/SllNG AC AND AB TO ACCOI.IMOOA TE NEW ctJRBED MEDIAN. FOR BID PURPOSES REPLACE 'MTH B" AC OVER 4"-6" AB REMOVE EX/SllNG ORIGINAL 1'± THICK PCC ROADWAY TO ACCOI.IOOA TE NEW MEDIAN AND LANDSCAPING RN/SH SURFACE OF EX/SllNG ROADWAY PAC/RC COAST HIGHWAY FOR BID PURPOSES 4 • AB (EX/SllNG) I . :' --~---' ',--~"----' -,----7-' ·._. --~--7 PROPOSED 1" /RR/GA llON CONDUIT ( ~ FOR BID PURPOSES 1' ORIGINAL REINFORCED PCC (EXISllNG} I PROPOSED 2· /RR/GA llON SERVICE UN£ -T l --------..(..; PROPOSED 4• PVC SLEEVE ------~-----;~-;"c~~--,i:.~."-:-.~~-,?vi •·"cc SUBGRADE (EX/SllNG} I L -.· ., - -. -__ / ·. - - - -__ ,· ·, - -. - - -. -_/_ -, - - PROPOSED 2• PVC SLEEVE JACK AND BORING DErAIL #2 NTS DMc ENGINEERING CIVIL• SURVEYING• PLANNING • CONSTRUCTION Tel: (949) 753-9393 ♦ Fax: (949) 753-9322 ... :., CONSTRUCT 8" P.C.C. CURB 5-1/2" ~ 3-1/2" SAWCUT AND REMOVE EX/SllNG AC AND AB TO ACCOI.IMOOA TE NEW ctJRBED MEDIAN. FOR BID PURPOSES REPLACE 'MTH 8" AC OVER 4"-6" AB DErAH.. 'A' NTS I E~STING PA\"cMENT DO\l[l_S MAY B[ DELETED AND CURB UN/.:LJNIDRC[D ',/HEN EXTRUDED CONCRETE. IS BUNJJEJJ 1/J PAVEMENT SURFACE \IJTH APPROVED [PDXY ADHESIVE CONrDRMING TO ST ATE OF C.4LJF""ORNJA SPECJFICATIDN 8[]40-01£-08 AND BE USED 1N STRICT ACCORD WITH Tllf_-MANUf"ACTURER'S PRINTED fNSTRUCTIONS, ,. .. --, 4 Bffil[L SPAr:t JJ 4' O,C. 3' -NIN, LENGTH 8' TYI'E D P.C.C. CURB l/JP Iii l'flV[M[NT. 8112 BATTER J.----IISPHAL TIC TACK COAT R[QUJ.REB TYPli E ASPIIALTIC CONCRETE CURB CITY OF NE'\VPORT BEACH APl'RO\'ED: )KE NO.J61% EXTRUDED CURB STANDARD CURB SECTIONS TYPES "C", "D;, AND "E" STD-183-L AS-BUILTS REV1EIIED: MICHAEL~ SINACORI, RCE:46214 PRINCIPAL CML ENGINEER 06-21-07 05-30-07 05-10-07 03-13-07 02-16-07 18 Technology Drive, Suite 100, Jrvine, California 92618 E-Mail: drnc@dmceng.com ♦ www.dmceng.com &, 05-Dl-08 AS-BUILT -EXTRUDED CURB DETAIL ADDED TO SHEET DESIGNED: DRAl'IN: MR JRR NO. DA lE DESCRIPTION OF REV1SIONS CHECKED: DA lE: DJM 5-29-07 C-3867 DETAILS COAST HIGHWAY MEDIANS, PHASE 1-8 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5919-5 SHEET 2 OF 15 DAHLIA A VENUE I _,c·- ' ' ' ' -.,-I- ' ', ' ' ' ' ,-------- I /' [I,' 111 I -, L ' ' ' ~11~---------~>-=----- ,,, -- - - 1s7+oo I ~: ~~ ,:~--~--~~-:=~~--~~-=-~-~.:;.:i_-~ __ " -- :::,· __ CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ---1-L-- -- - - _.,.,- ---"'"' ' [ L l ------~--·) ~ 1 V' I T l /\ '-T ' FERN LEAF A VENUE ;"--' J ,; ·1---~~J 1 - £AST COAST HIGHWAY '1 ,' ' I ,_I ' ' ~ ~ ~ "' "- I ' ___ i '----.-~-,-,-,-1 -, -I--, --I, ,I 1<· __ _ '--"----/ I '- ,,, I_ --~ t--·," -I r ,---c, LANE TRANSiTION ]=1c-· _,-- r I I I I, : :-.. - I ' LL -1 I 0ll13 w a. "' 0 "' - '" .; .. "' + + "' "' "' "' -- er-1 J(\ @I --~------r- -::t: __ ·1 DAHLIA A VENUE 06-21-07 05-30-07 05-10-07 03-13-07 02-16-07 -' _L -~-L\{f--,-, I J-'..'-· DMc ENGINEERING CIVIL• SURVEYING •PLANNING• CONSTRUCTION Tel: (949) 753-9393 ♦ Fax: (949) 753-9322 18 Technology Drive, Suite 100, Irvine, California 92618 E-Mail: dmc@dmceng,corn ♦ www,dmceng,corn m "' "' <0 -"': m "' 0 0 0 m -0 ------ -, ' ' -'-..-• ·-="· -~ m I AS-BUILTS ~ 05-07-DB AS-BUILT -1100/FEO CONSTRUCTION N01E 12 NO, DATE DESCRIPTION Of REVISIONS - I .I I ' 161+00 I GRAPHIC SCALE ( IN FEET ) 1 inch "' 20 ft. I REVIEWED: MICHAEL J. SINACORI, RCE:46214 PRINCIPAL CIVIL EN~NEER DE~GNED: DRA~: JRR CHECKED: DA TE: DJ.1 5-29-07 1 DEMOLJT70N NOTES: ~ SAllt'UT AND REMOVE EXISTING PAVEi/ENT ANO SUBGRADE TO l.,.:J A DEPTH OF 3' TO ACCOMIIODA TE NEW I/ED/AN AND LANDSCAPING PER DETAIL "IA• SHOll!v ON SHEET 2, ,'";\ REMOVE EXISTING STRIPING TO ACCOMMODATE \.:::,) NEW MEDIAN /1/PROVEMENTS, EXTRUOED ® INSTALL CAL TRANS CA DETAIL NO, 21 DOUBLE/DOUBLE l'E"LLOW TRAmc LANES AND TYPE "D" PAVEMENT MARKERS PER CAL TRANS STD, PLAN NO, A20A, @ INSTALL CALTRANS CA TYPE K-1 MARKER, 6"x12" STRIP OF l'E"LLOW RETROFLECTIVE SHEETING, @ CONSTRUCT 8" FULL DEPTH AC PER DETAIL •,A• SHOll!v ON SHEET 2, ® JACK ANO BORE 4" ANO 2• SCHWULE 40 PVC TO ACCOMMODATE (1) 2• IRRIGATION LINE AND (1) 1• PVC IRRIGATION CONDUIT ANO CAP PER DETAIL •2• SHOIW ON SHEET 2, KEYNOTES: CJ PROTECT IN PLACE AS NOTED, C-3867 DEMOLITION AND IMPROVEMENT PLAN STATIONS 152t00 TO 163+00 COAST HIGHWAY MEDIANS, PHASE 1-8 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5919-5 SHEET 3 Of 15 GOLDENROD A VENUE EAST COAST HIGHWA Y'" 'l. ____ I _, ->-\r- z+oo r , J I I -<O " 0 10 IX) 00 N ,0 <O "' C , a:i r..: 0 0 ___ ,'___ ---l:------ -.::. -c.;--_____L_ - --1 I ' FERNLEAF A VENUE -1 --1 L ' k l"1 <O --ti : t- -o C -,"OJ KIi/TE S TRIPE ' ' L_J -- 06-21-07 05-30-07 05-10-07 03-13-07 02-16-07 I ,1, -I 50 ,-_; -- ~ ;,?~ N ,o ' " 0 +-01· oi ',[, 0 0 --- ~ ~ ~ u (/) ,-"-_,.,. ., -ai oi o ·-o -I --- --+--,~---,=__ ,=-----=-----;:t: =--~ ~ 7 ___ ', DMC ENGINEERING CIVIL I SURVEYING I PLANNING I CONSTRUCTION Tel: (949) 753-9393 ♦ Fax: (949) 753-9322 18 Technology Drive, Suite I 00, lrvine, California 92618 E-Mail: dmc@dmceng,com ♦ www,dmceng,com ' ,, ' 19 ' ' _, - ' ' I ' ' _ 1111 I r _, ~ 166+00 ~ ,,; "' + 1.n-- "' -. __ • ., "! "' "' + "' "' - ' GOLDENROD A VENUE ' "' f----" ::l + <0 <O AS-BUILTS 05-07-08 NO, DATE AS-BUILT -MODIFIED CONSTRUCTION NOTE 12; CHANGED NOTE 12A TD 12 DESCRIPTION OF REV1SIDNS ~,.......... (.)'ii, ~~ ~ ..... l--+--0 , 0 .; <0 + <0 <O -- ' 0 ' • 0 .; -co· -c__·-, + <O <0 ;!c ID (/) " ;!c ID (/) " ~ g ~ -0 -"' ---,----~ ~-g -f HEL/C 0 DEMOLITION N01ES: SAll'CUT AND REMOVE EXIS77NG CURB, BOMAN/TE, PAVEMENT AND SUBGRADE TO A DEP7l-l OF 3' TO ACCOMMODATE NEW MEDIAN AND LANDSCAPING PER DETAIL "1A • SHOWY ON SHEET 2, EXTRUDED NZCJ> >_, ---~ -~--~--~>··· ::_~~--·,-. /1'11,-,,r-v'""'ir _ _ 0 ;:: , i,;_ @ CONSTRUCT 8" TYPE l(OPCC CURB PER CITY OF ,--NEM'ORT BEACH sro-T82<CJ83-L -• ,-.:J__. I") -"' -<'\I • l"1 VJ m c.:, cri I"") z N z PER DETAl "A SHOWN ON SHEET 2 . .... 1"1~ VF +~ +Vl @ " " -co c.:, -w ~ 14 BACKFILL NEW MEDIAN PER DETAIL "tA. SHOWN ON SHEET 2. ..... z .-m - ;,? " "' z -Iii ;::: X -"' 0 "' ,-"' (/) nz "' < +f!c " ~z " < "' Iii ID ' Zoe r,;;-, -5 0..:J INSTALL CAL TRANS STANDARD "NO U-TVRN" SIGN R34. 1 r,;;-, INSTALL CAL TRANS STANDARD "NO PmESTRIAN \!2 CROSSING, USE CROSSWALK" SJGN R49, @ INSTALL CALTRANS CA TYPE K-1 MARKER, 5•x12• STRIP OF ~LLOW RETROFLECTIVE SHEETING, -@ CONSTRUCT 8" FULL DEP7l-l AC PER DETAIL "1A" SHOWY ON SHEET 2. ~ u (/) ,-"- ® JACK AND BORE 4" AND 2• SCHmULE 40 PVC TO ACCOMMODATE (1) 2• IRRIGA770N LINE ANO (1) 1• PVC JRRIGA770N CONDUIT AND CAP PER DETAIL "2" SHOWY ON SHEET 2, KEYNOTES= G PROTECT IN PLACE AS NOTED, GRAPHIC SCALE (IN=) 1 inch "' 40 ft. REV1EWED: MICHAEL J, SINACORI, RCE:46214 PRINCIPAL CML ENGINEER DESIGNED: DRAWN: MR JRR CHECKED: DA TE: DJM 5-29-07 C-3867 DEMOLITION AND IMPROVEMENT PLAN STATIONS 162+00 TO 167+50 COAST HIGHWAY MEDIANS, PHASE 1-8 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5919-5 SHEET 4 OF 15 L 194+0 ------- f- _/l.-.--2--- J f -i- -J, .. T ---,_:_ -, ~-----~---_-_-- )":---- I--+- ----=· ~--,.,,\. ;:; i; i ,' I / •-") __ .:'_ _____ ·---- 1 3 I Tl ----.--.;;c'-"·~.,--~ ,/' I f li.1_ ,,. I I i I ' -• (-::)----,' '.fi '/ ' I // ,~ . .,,. I /:-_ I 1 -f,' 12 -g 12 " 0 " -.. " .. .. " 0 0 0 .. .. -0 -~ 0 --- -u 12 ,__ -.. "' "l .; "' 0 0 -- u "' w w N ~ "l ~ N "' + 0 <D w O> ::, £AST, COAST HIGHWAY / ' ' I ---C, ----- ~ z w Vl 7 ,1_._,_ _c, ( ;-- if - I ",,'--,, .. :· I -I -----"~:- I I -- =- I I ,-,' -,, I -',' - ,_,- I- +Ji-=--+c., ,' ,•1' --- I DEMOLfT/ON NOTES: :.;._;;~; .... ' ---... :::;..--"·/ 0) SA ll'CUT AND REMOVE EXISllNG PAVEMENT AND SUBGRADE TO A DEPTH OF 3' TO ACCOMMODATE NEW MEDIAN AND LANDSCAPING PER DETAIL "IA" SHOWN ON SHEET 2, _.· 11 -( l~ ai II "' .---'1 G ------:tj C - 12 ✓''--'-"j~'-j'l(__,A,lj/'f-A---"-=--"--,.-,',.___,l'\L;,,-c.., "' ---'+ --- 06-21-07 05-30-07 05-10-07 OJ-IJ-07 02-16-07 I I I I r,::. , J'co [;j + i:o ------- 0> ----I --, u "' 1 w w a_ N ~ O> ,.; z -"' -< + 0 <D O> w -::, 0 ~ z w -g 12 O> " " .; ,.; 0 0 --- " I DMC ENGINEERING CIVIL■ SURVEYING■ PLANNING ■ CONSTRUCTION Tel: (949) 753-9393 ♦ Fax: (949) 753-9322 18 Technology Drive, Suite 100, frvine, California 92618 E-Mail: dmc@dmceng,com ♦ www,dmceng,com 2 ,.d -w '= i--::;:--~ -z --< ::, (!) 0 z <D t;; 0 X -z w < <D w > "' 0 ::, :::, u w "' z < 0 w ::, ) GRAPHIC SCALE ( IN FE"' ) 1 inch -20 ft. AS-BUILTS 05_07_08 AS-BUILT -REPLACED NOTE 12A WITH NOTE 12; ADDED CONSTRUCTION NOTE 12 NO, OAT£ OESCRIPTION OF RE~SIONS ~ =~~~-// -~ ' -✓~~-~- 0 0 SA ll'CUT AND REMOVE EX/SllNG CURB, BOMAN/TE, PAVEMENT AND SUBGRADE TO A DEPTH OF 3' TO ACCOMMODATE NEW MEDIAN AND LANDSCAPING PER DETAIL "IA• SHOWN ON SHEET 2, REMOVE EX/SllNG STRIPING TO ACCOMMODATE NEW MEDIAN IMPROVEMENTS. f ---" -r ~="=__:__,_-==-- 1 .... , __ -I -: __ /_ if-· I 12 INSTALL CAL TRANS STANDARD "NO U-TURN" SJGN R34, INSTALL CALTRANS CA TYHPE K-1 MARKER, 6"x12" STRIP OF YELLOW RETROFLECllVE SHEEllNG, JACK AND BORE 4" AND 2• SCHEDULE 40 PVC TO ACCOMMODATE (1) 2• IRRIGAllON UN£ AND (1) 1• PVC /RR/GA llON CONDUIT AND CAP PER DETAIL •2• SHOWN ON SHEET 2, KEYNOTES: G PROTECT IN PLACE AS NOTED. 1 RE~EWEO: MICHAEL J. SINACORI, RCE:46214 PRINCIPAL a~L ENGINEER DESIGNED: DRAWN: MR JRR CHECKED: DA TE: O.J,4 5-29-07 CONSTRUCT 8• TYPED PCC EXTRUDED CURB PER CITY OF, 'EWPOR BE. CH TD-183-L C-3867 DEMOLmON AND IMPROVEMENT PLAN STATIONS 195+48 TO 196+54 COAST HIGHWAY MEDIANS, PHASE 1-8 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5919-5 SHEET 5 OF 15 ISLAND SHOWN FOR REFERENCE ONLY, NOT A PART OF THIS CONTRACT. \ \ \ \ \ -~ - ------• STUB OUT MAINLINE AT THIS POINT FOR FUTURE EXPANSION. PULL CONTROLLER 'A' STATION WIRES #S,6,7,B,9, 10, 1 lAND 12 WITH COMMON WIRE TO THIS PULLBOX LOCATION FOR FUTURE EXPANSION. --- V ( { I A LU ::J z LU 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 AND TCLA, INC. ARE NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. ~ NORTH 20' 10' 0 20' 40' - - 1 \ 1s3-+-oo ------------...--\---- ----- 60' B.i 7 REFER TO CIVIL ENGINEER'S PLANS FOR ALL SLEEVING. t \ / INSTALL IRRIG. WIRE WITHIN 1-4" SLEEVE. INSTALL 2• MAINLINE WITHIN 1-4" SLEEVE. v IRRIGATION POINT OF CONNECTION -WATER -'A': EXISTING MAINLINE CONNECTION. PEAK WATER DEMAND: REQUIRED MINIMUM PRESSURE: 34.6 GPM 57.0 PSI POINT OF CONNECTION -CONTROLLER 'A': LU ::J z LU ~ LL <( LU ...J z ti:: LU LL EXISTING CONTROLLER LOCATION. 12 STATION CONTROLLER WITH ONE EXISTING OPERATIONAL STATION. SEE SHEET C-4. STATION RUN ORDER SHALL MATCH PLANS. A TCLA,Inc. 0 C0RP0RAlE OFFICE: JOSEPH A. VARONIN A.S.L.A. CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293 ~:;::.. ■ ORANGE COUNTY OFFICE: 1340 REYNOLDS AVEN.JE #HE, IRVINE, CALIFORNIA 92614 (PH) 949-.250-1615 (FX) il49-250-1801 CALI. TDLL rREE 1-800-422-4133 BEF"IRE vau DIG ---□ CENTRAL VAUEY OFFICE: SCALE: 1"=20' 4600 ASHE FlJAD SUITE 319, BAKERSFIELD, CALIFORNIA 93313 (PH) 661-398-9300 (FX] 661-398-Q393 -- \. NO. - () ~ "t-~ ~ \ ~ ~- \ "---.✓~~~I ISLAND SHOWN FOR REFERENCE ONLY, NOT A PART OF THIS CONTRACT. SHADED AREAS DENOTE PHASE 1 EXISTING PLANTING AND IRRIGATION. CONTRACTOR SHALL PROTECT IN PLACE. CONTRACTOR SHALL REPAIR OR REPLACE ANY AND ALL DAMAGE TO EXISTING PLANTING AND IRRIGATION IN THESE AREAS TO THE SATISFACTION OF THE CITY INSPECTOR, TYPICAL. 1:3.2 l:j EXIST. I" FLOl"I sENSOR TO CONTROLLER COMMJN.IGATIO•N>-"'ii- GABLE CONDUIT LU ::J z <( LL r <( ) 'ls LU ...J < z ti:: LU LL CONTRACTOR SHALL CONNECT NEW LENGTH OF MAINLINE TO EXISTING MAINLINE IN THIS APPROXIMATE AREA AS SHOWN. REPAIR ANY DAMAGE TO EXISTING PLANTING AND IRRIGATION. -...____ ...___ REVIEWED: MICHAEL J. SINACORI, RCE 46214 PRINOPAL CIVIL ENGINEER DESIGNED: DRAWN: DATE DESCRIPTION OF REVISIONS CHECKED: DATE: 5-29-07 LU ::J z LU ~ ...J ::c <( Cl ~~--"IV=--------- 157+00 V [ IRRIGATION PLAN A B 1 -- COAST HIGHWAY MEDIANS, PHASE 1-B CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5919-5 SHEET 6 OF 15 B 0 w ::J z w ~ 0--- 0 er: z w 0 ...J 0 (9 REFER TO CIVIL ENGINEER'S PLANS FOR ALL SLEEVING. 4' 4" / • ____ ...L_f---------====E=-=====1====-• -=-=------= -~~~ ----2" = ~~--~ -~~~~ 4") 166+00 SHADED AREAS DENOTE PHASE 1 EXISTING PLANTING AND IRRIGATION. CONTRACTOR SHALL PROTECT IN PLACE. CONTRACTOR SHALL REPAIR OR REPLACE ANY AND ALL DAMAGE TO EXISTING PLANTING AND IRRIGATION IN THESE AREAS TO THE SATISFACTION OF THE CITY INSPECTOR, TYPICAL. 914' clJ: 1/2" ,, 1/2' ..::_· w ::J z w ~ ~ 0 er: l-o ...J w I 168+00 \ '- CONTRACTOR SHALL ABANDON EXISTING PERIMETER LINES IN THIS AREA AND INSTALL NEW LATERAL LINES IN THE AREA WHERE THE CONCRETE STRIPS ARE REMOVED AS SHOWN. RECONNECT TO EXISTING LATERAL LINES ON SYSTEM B2. 1 ) . \ ' ----! l'?W c:::::::::, c::::77--d':::§§ c::::::::::, I I - I ' I / -v~ \ \ 6.2 - - -----... .,.... "' ----~ --------13/4" 2" 2" JUI ---- B C __ _z I C CALL TII..L F'REE 1-800-422-4133 BEF'IH: YOU DIG \ \ I INSTALL 2" MAINLINLINE AND 1" IRRIG. WIRE CONDUIT WITHIN 1-4" SLEEVE. i J I \ ,~ \ /l \ \ w ::J z ~ <(.----------------------- \ I \ \ I I ' 0 0 er: z w 0 ...J 0 (9 / / / ~ // \ \ SHADED AREAS DENOTE PHASE 1 EXISTING PLANTING AND IRRIGATION. CONTRACTOR SHALL PROTECT IN PLACE. CONTRACTOR SHALL REPAIR OR REPLACE ANY AND ALL DAMAGE TO EXISTING PLANTING AND IRRIGATION IN THESE AREAS TO THE SATISFACTION OF THE CITY INSPECTOR, TYPICAL. ✓ \ \ RECORD DRAWINGS 2" I CONTRACTOR SHALL CONNECT NEW LENGTH OF MAINLINE TO EXISTING MAINLINE IN THIS APPROXIMATE AREA AS SHOWN. REPAIR ANY DAMAGE TO EXISTING PLANTING AND IRRIGATION. \ ----------------------_2.. ---- w j-. ~ /' ~ ~ (J) er: 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 AND TCLA, INC. ARE NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. ~ NORTH 20' 10' 0 20' 40' 60' SCALE: 1 "=20' J TCLA, Inc. □ CORPORATE OFFICE: JOSEPHA. VARONINA.S.L.A. CA#1737 27905 SMYTH DRIVE, VALEFCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFICE: 1340 REYNJLDS AVENUE #103, IRVINE, CALIFORNIA 92614 (PH) 949-25D-1615 (FX) 949-250-1801 D CENTRAL VALLEY OFFICE: 4600 ASHE ROAOSUITE 319, BAKERSFIELO, CAUFORJ\IA 00313 (PH) 661-398,.9300 (FX) 661-398-9300 NO. DATE r ---- ---1-------\-',..,.,....,'- 43. \. IRRIGATION POINT OF CONNECTION -WATER-'B': EXISTING MAINLINE CONNECTION. PEAK WATER DEMAND: REQUIRED MINIMUM PRESSURE: 41.6 GPM 56.0 PSI [ \ /' ,/ / \ ' \ POINT OF CONNECTION -CONTROLLER 'B': EXISTING CONTROLLER LOCATION. 12 STATION CONTROULER WITH SEVEN (7) EXISTING OPERATIONAL STATIONS. STATION RUN ORDER SHALL MATCH PLANS. 1 \ t ----- ---- c:--1- 7-----~ / / ( A SHADED AREAS DENOTE PHASE 1 EXISTING PLANTING AND IRRIGATION. CONTRACTOR SHALL PROTECT IN PLACE. CONTRACTOR SHALL REPAIR OR REPLACE ANY AND ALL DAMAGE TO EXISTING PLANTING AND IRRIGATION IN THESE AREAS TO THE SATISFACTION OF THE CITY INSPECTOR, TYPICAL. REVIEWED: ( 25.0 2" ~--=-==-- ------- w ::J z w IRRIGATION PLAN I I I !~ \ I \ I C D D C-3867 COAST HIGHWAY MEDIANS, PHASE 1-B DESCRIPTION OF REVISIONS MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: CHECKED: DATE: 5-29-07 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5919-5 SHEET 7 OF 15 @ I I / ------+--- -- I ~ /\ D E -- ( \ \. \ \,_ \,_ '- ) \ (' 20.4 ,,,--" SHADED AREAS DENOTE PHASE 1 EXISTING PLANTING AND IRRIGATION. CONTRACTOR SHALL PROTECT IN PLACE. CONTRACTOR SHALL REPAIR OR REPLACE ANY AND ALL DAMAGE TO EXISTING PLANTING AND IRRIGATION IN THESE AREAS TO THE SATISFACTION OF THE CITY INSPECTOR, TYPICAL. \ t 179+00 ---------------+-- ----r-·~ / !' I/ SHADED AREAS DENOTE PHASE 1 EXISTING PLANTING AND IRRIGATION. CONTRACTOR SHALL PROTECT IN PLACE. CONTRACTOR SHALL REPAIR OR REPLACE ANY AND ALL DAMAGE TO EXISTING PLANTING AND IRRIGATION IN THESE AREAS TO THE SATISFACTION OF THE CITY INSPECTOR, TYPICAL. IRRIGATION POINT OF CONNECTION-CONTROLLER 'D': EXISTING CONTROLLER LOCATION. 12 STATION CONTROLLER WITH FIVE (5) EXISTING OPERATIONAL STATIONS. STATION RUN ORDER SHALL MATCH PLANS. \ \ \ \ \ J -- \ 1 w =i z ~ er: =i c.. (J) E€ :s \ \ ------\------- ~ \ \ \ \ - IRRIGATION POINT OF CONNECTION-CONTROLLER 'C': V 1q.5 EXISTING CONTROLLER LOCATION. NO NEW STATIONS PROPOSED FOR THIS CONTROLLER. SHADED AREAS DENOTE PHASie·t---xis'l'.~I PLANTING ND IRRIGATION. CONTRACTOR SHALL PROTECT IN P 1 ©E?" NTRACTO SHALL REPAIR OR REPLACE ANY AND ALL DAMAGE TO XT ING LANTING AND IRRIGATION IN THESE AREAS TO THE SATISFACTION OF THE C • INSPECT OR, TYPICAL. -~ 0 0 -------------1 ou ;_ -- -- ~-- ----= ------== ___, - '1/ - I ---t-------_:l ___ 1 --------~--·1 --~ IRRIGATION POINT OF CONNECTION -WATER-'D': EXISTING MAINLINE CONNECTION. E CALL TII.L FREE 1-800-422-4133 BEF□RE Ylll DIG \ \ \ \ \ \ \ \ : ■ ~ NORTH 20' 10' 0 20' 40' 60' SCALE: 1"=20' ' R CO OO~RAWINGS THESE RECORD DRAWINGS HAY BEEN~EPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABUE, CITY OF NEWPORT BEACH AND TCLA, INC. ARE NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. TCLA,Inc. □ CORPORAlE OFFICE: JOSEPH A. VAR:JNIN A.S.L.A. CA#1737 27005 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-020CJ ■ ORANGE COUNTY OFFICI::: 1340 REYNOLDS AVEN.JE #1(}3, IRVINE, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-250-1801 □ CENTRAL VALl.EY OFFICE: 4600 ASH!: ROAD SUIT!: 319, l:!AKl::RSFll:Lrl, CALIFORNIA 93313 (PH) 661-3£18-9300 (FX) 661-396-€1393 NO. DATE DESCRIPTION OF REVISIONS PEAK WATER DEMAND: REQUIRED MINIMUM PRESSURE: REVIEWED: MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: CHECKED: DATE: 5-29-07 31.6 GPM 60.4 PSI ()-~ ~.fl' / SHEET MAP SHEET 'C' NTS C-3867 IRRIGATION PLAN COAST HIGHWAY MEDIANS, PHASE 1-B CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5919-5 SHEET 8 OF 15 I 23.B r z: Q WIRE CONDUIT WITHIN 1-4" SLIEEVE. 0 f INSTALL 2" MAINLINLINE AND 1" IRRIG. 00 4' -------4§-6-++-""0'1+0+ ~-:½.:.}~---i' ----! -) -------~-----::::---... ----~--::::-----4" I I ~ ~ <( <( i== 1- UJ Cl) z: 6 ~ CALL TOLL F'REE 1-800-422-4133 BEFIRE YllJ mG REFER TO CIVIL ENGINEER'S PLAJ,S FOR ALL SLEEVING. 'f' ( SHADED AREAS DENOTE PHASE 1 EXISTING PLANTING AND IRRIGATION. CONTRACTOR SHALL PROTECT IN PLACE. CONTRACTOR SHALL REPAIR OR REPLACE ANY AND ALL DAMAGE TO EXISTING PLANTING AND IRRIGATION IN TIHESE AREAS TO THE SATISFACTION OF THE CITY INSPECTOR, TYPICAL. /I ' 2' I ------·-- 19E; 00 -----~ -----------~ 3/ I 3/4" ---• -~ -- / ~ z: > <( >-a. .L y a. 0 a. t ~ 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 AND TCLA, INC. ARE NOT RESPONSIBLIE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. ~ NORTH 20' 10' 0 20' 40' 60' - ----SCALE: 1"=20' TCLA, Inc. ,e □ CORPORATE OFFICE: JOSEPHA. VARONINA.S.L.A. CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 ~~~:,..(PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFICE: 1340 REYNOLDS AVENUE #103, IRVINE, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-250-1801 □ CENTRAL VALLEY OFFICE: 4600 ASHE ROAD Sl.JTE 319, BAKERSFIELD, CALIFORNA 93313 (PH) 661-398-9300 (FX) 661-398-9393 SHADED AREAS DENOTE PHASE 1 EXISTING PLANTING AND IRRIGATION. CONTRACTOR SHALL PROTECT IN PLACE. CONTRACTOR SHALL REPAIR OR REPLACE ANY AND ALL DAMAGE TO EXISTING 31.6 PLANTING AND IRRIGATION IN THESE AREAS TO THE =-='--4---=-=-----\+ SATISFACTION OF THE CITY INSPECTOR, TYPICAL. \ 193+ IRRIGATION LEGEND: SYMBOL I\ □ 0 • .c,. ... SYMBOL r -s:: §) I! ~ (J • PRODUCT TORO TORO TORO TORO TORO TORO PRODUCT CARSON MATGO RAINBIRD 6R.I Sil'40LD MODEL 51OZ 51OZ 51OZ 51OZ 51oz 51OZ MODEL MODEL GflO 154 SERIES 44RC, DW SERIES CONTRACTOR SHALL CONNECT NEW LENGTH OF MAINLINE TO EXISTING MAINLINE IN THIS APPROXIMATE AREA AS SHOWN. REPAIR ANY DAMAGE TO EXISTING PLANTING AND IRRIGATION. G . _____________ __,,___ -----= -------_ ____.. __ ~5_ ---~ ---- 2" ---------1!.,,....... \ I G DESCRIPTION NOZZLE RADIUS GPM PSI PATTERN 6" POP-UP SPRAY HEAD I2-H II ' .Gf5 20 HALF 6" POP-UP SPRAY HEAD IO--H "I' hO 20 HALF 6" POP-UP SPRAY HEAD 8--H 1' .31 20 HALF 6" POP-UP SPRAY HEAD 8-G 1' .11 20 QUARTER 6" POP-UP SPRAY HEAD S-H 4' .10 20 HALF 6" POP-UP SPRAY HEAD s-a 4' .05 20 QUARTER DESCRIPTION 10" ROUND PLASTIC. GONTROL AND GOMMON WIRE PULL BOX. GOIL MINIMUM 24' OF il'IIRE WITHIN BOX. BRONZE FULL PORT BALL VALVE -LINE SIZE QUIGK COUPLING VALVE WITH YELLOW RUBBER GAP -I" EL.EGTRIG REMOTE GONTROL VALVE IN BOX -SIZE PER PLAN DETAIL I/ LGD--2 DETAIL BI LCD-I t, I LGD-I 1 / LGD-I 8 I LGD-1 ,o c:::::::1 ~ t 2" BURIED PRESSURE MAINLINE PIPING, SIZE PER PLAN. USE GLASS Bl5 FOR PIPE 2" AND LAR6ER AND SGHEDULE 40 FOR 1-1/2" AND SMALLER. 2 I LGD-I I -I NO. DATE 1/2" ---t-2~--- BURIED NON-PRESSURE LATERAL LINE PIPING, PVG GLASS 200 (CLASS 315 FOR 1/2") SIZE PER PLAN. ' 2 I LGD-1 PIPE SLEEVING, REFER TO CIVIL ENGINEER'S PLANS ------- ___ *2' ----------SLEEVIN6, REFER TO GIVIL EN6INEER'5 PLANS IRRIGATION SYMBOL LEGEND: PROPOSED VALVES: ___ DENOTES GONTROLLER (LETTER) AND VALVE (NUMBER) SEQUENCE ~DENOTES MAXIMUM 6PM FLOW THROU6H VALVE \_0,-. --DENOTES VALVE SIZE EXISTING VALVES, ~ DENOTES GONTROLLER (LETTER) AND VALVE (NUMBER) SEQUENCE 0,""p -DENOTES MAXIMUM GPM FLOW THROUGH VALVE '\J5-DENOTES VALVE SIZE REVIEl'IED: MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: DESCRIPllON OF REVISIONS CHECKED: DATE: 5-29-07 .g,~ NORTH \ / '~ ~~ SHEET MAP SHEET 'D' NTS C-3867 IRRIGATION PLAN COAST HIGHWAY MEDIANS, PHASE 1-B CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5919-5 SHEET 9 OF 15 ISLAND SHOWN FOR REFERENCE ONLY, NOT A PART OF THIS CONTRACT. I \ ~ --------------------- ~,...,__ SHO -~ R REFERENCE ONLY, \ \ \ \ " t/ \ \ \ \ - \ \ SHADED AR CONTRACTOR REPLACE ANY THESE AREAS DENOTE PHASE 1 EXISTING PLANTI IGATION. HALL PROTECT IN PLAC C R SHALL REPAIR OR ND ALL DAMAGE TO EXISTING P½NTING AND IRRIGATION IN 0 THE SATISFACTION OF THE 9,R'Y INSPECTO \ SHADED AREA DENOTES LANDSCAPE AND IRRIGATION TO BE PROTECTED IN PLACE AND NOT WITHIN THIS SCOPE OF WORK. TREE TO BE INSTALLED UNDER SEPARATE CONTRACT, NIC TREE TO E INSTALLED UNDER SEPARATE ONTRACT, NIC OF IS ONTRACL ---- SHADED AREAS DENOTE PHASE 1 EXISTING PLANTING AND IRRIGATION. CONTRACTOR SHALL PROTECT IN PLACE. CONTRACTOR SHALL REPAIR OR REPLA E ANY AND ALL DAMAGE TO EXISTING PLANTING AIND IRRIGATION IN THES AREAS TO THE SATISFACTION OF THE CITY INSPECTOR, TYPICAL. _// ~~p-~~;:=::=----:::s;;::·-~-===---~~"--===:;~/ ISL.AND SHOWN FOR REFE-;~ Y, NOT. A PART OF THIS CONTRACT. r ----- '~ J L_ 'v I l _ _JJ .... , ,......_ 156+00 TREE TO BE INSTALLED UNDER EPARATE CONTRACT, NIC ~\ llJ ::J z llJ ~ <( ...J I <( 0 -~ J- 157+00 TREE TO BE INSTALLED UNDER SEPARATE CONTRACT, NIC A r I ~---7 -..:.:--·-:::· :::t:::::-d •===~~,L,=,,;,,,· == I A B ~---------=====?...c::::::_ _________ ~.:_ _________ .S,J,,2'...._ __ ~~~---~S~HA~D~E~D~AR~EA~S°'jD~E~N~O~TTFP~HA~S~E~1°'jE~XijjlSTiffi;NRiG=P~LA~NTfilijNG~A~N~D71~RR~l~GA~JTCIOft;Ni:=.==jcci/_ _____ 7~::::::::=__ ____ ~~:2_ _____ ___''__~~~~~/__ _____ _=::::::::::::,,__::-------'~~--_J z " CONTRACTOR SHALL ROTECT IN PLACE. CONTRACTOR SHALL REPAIR OR llJ 0) REPLACE ANY AN , ALL DAMAGE TO EXISTING PLAINTING AND IRRIGATION IN ~ =r I ~ THESE AREAS__;fO THE SATISFACTION OF THE CITY INSPECTOR, TYPICAL. 1 ·=-=-;,,,,,__ ; r ~--\~ \ J --, -,~~-;-----;---'1""""==,,==•=--"/'---•--=· =--:T"\-• ,i: I o !I ~ r ) / ~""" \- I / A CILl. TILL rREE 1-800-422-4133 BEf LRE fllJ DIG t---~ II ------I I TREE LEGEND: DESCRIPTION ARCHONTOPHOENIX CUNNINGHAMIANA -KING PALM 20' BROWN TRUNK HEIGHT HEIGHT 20' BTH WIDTH 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 AND TCLA, INC. ARE NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. m NORTH 20' 10' 0 20' 40' 60' -----SCALE: 1 "aa20' ~ TCLA,Inc. □ CORPORATE OFFICE: JOSEPHA. VARONINA.S.LA. CA#1737 27905 SMYTH DRNE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293 ~~===""-■ ORANGE OOUITTY OFFICE: 1340 REYNOLDS AVENUE #103, IRVINE, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-250-1801 □ CENTRAL VAU.EY OFFICE: 4600ASI-E ROAD SUITE 319, BAKERSFIELD, CALIFORNIA 93313 (FH) 661-398<!300 (FX) 661-396,0093 SHRUB LEGEND: M -AGAPANTHUS AFRICANUS 'PETER PAN' -DWARF LILY OF THE NILE HHR -HEMEROCALLIS HYBRID 'BLACK SUAVE' -DAYLILY HHS -HEMEROCALLIS HYBRID 'PINK CHIFFON'-DAYLILY HHY -HEMEROCALLIS HYBRID 'LJEMON DIP' -DAYLILY SR -STRELITZIA REGINAE -BIRD OF PARADISE TV -TULBAGHIA VIOLACEA 'SILVER LACE' -VARIEGATED SOCIETY GARLIC PLANTING LEGEND: 00 ~ NO. DENOTES PLANT MATERIAL, SEE UEGEND ABOVE DENOTES QUANTITY IN GROUPING, AIND SIZE, (24"=24" BOX, 15G=15 GALLON, 5G=5 GALLON, AND 1G=1 GALLON) DATE DESCRIPTION OF REVISIONS llJ ::J z <( LL <( ) llJ ...J z 0::: llJ LL ------"-- 0;'" ,, .... ~ :-____;!~~~~&7~q,~=;=-~~~~-::;G1/' ~ REVIEWED: MICHAEL J, SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: CHECKED: DATE: 5-29-07 ~"' NORTH SHEET MAP SHEET 'A' NTS C-3867 COAST HIGHWAY MEDIANS, PHASE 1-B PLANTING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5919-5 SHEET 1 Q OF 15 w ::J z w > <( 0---/ ~. 0 0:: z \. w Cl 0 ...J 0 (!) • ___ ____.::,._ _______ ______:::;:__~:=:============~---,-,... ------------------ 0 w ::J z ' ~ r / B w ::J z w ~ (/) 0::: I I I J ~ \ \ \ 'F--:e,...~-.-1-F_=_=_==-'•::::::t=::f-r---,--:_-:_1-~--Ir---) <( Cl 0 I 0:: z w Cl ...J 0 (!) l i --------// I TREE TO BE INSTALLED UNDER SEPARATE CONTRACT, NIC TREE TO BE INSTALLED UNDER SEPARATE CONTRACT, NIC -- ( L INSTALL PALMS AS SHOWN. ALL PLANT MATERIAL REMOVED OR DAMAGED DUE TO PALM PLANTINGS SHALL BE REPLANTED OR REPLACED TO THE CITY INSPECTOR'S SATISFACTION. REPAIR ANY AND ALL IRRIGATION DAMAGE TO CITY INSPECTOR'S SATISFACTION. I /\ ' w ::J z w ~ ~ o ----- 0::: l-o ...J w ::c \ SHADED AREAS DENOTE PHASE 1 EXISTING PLANTING AND IRRIGATION. CONTRACTOR SHALL PROTECT IN PLACE. CONTRACTOR SHALL REPAIR OR REPLACE ANY AND ALL DAMAGE TO EXISTING PLANTING AND IRRIGATION IN THESE AREAS TO THE SATISFACTION OF THE CITY INSPECTOR, TYPICAL. I ) I I / 0-TREE TO BE INSTALLED UNDER \ -c--~ -(J) ~ SEPARATE CONTRACT, NIC " ' .) 168+00 . . / r INSTALL PALMS AS SHOWN, ALL PLANT MATERIAL REMOVED OR DAMAGED DUE TO PALM PLANTINGS SHALL BE REPLANTED OR REPLACED TO THE CITY INSPECTOR'S SATISFACTION. REPAIR ANY AND ALL IRRIGATION DAMAGE TO CITY INSPECTOR'S SATISFACTION. -------- _.) AA 54 5G \ INSTALL PALMS AS SHOWN. ALL PLANT MATERIAL REMOVED OR DAMAGED DUE TO PALM PLANTINGS SHALL BE REPLANTED OR REPLACED TO THE CITY INSPECTOR'S SATISFACTION. REPAIR ANY AND ALL IRRIGATION DAMAGE TO CITY INSPECTOR'S SATISFACTION. \ < SHADED AREAS DENOTE PHASE EXISTING PLAN I\G AND IRRIG ;i:I0N. C' . G+Gfl:-l,l,l,'Jl.l.-~~'-Oly....;. _ _:,,,s-____ _c__ ___ _:~ ___ _ REPLACE ANY AND ALL DAMAGE TO E IS:UNG PLANTING ND IRRIGATiq_N IN ---:---------L_TH~E=S.::.E_:_A.::_R::EA:_:S:_:T_:O_T.:.:H_::E:__:SA:_:T:_:.IS::F_:_A::C.:.:Tl.:::O:_:.N~O::F_·_.:. TTR:_:.~::::,:C:,;.ITY:__:_.::_IN::S::__P.::.E:_::,, ;:_:R::__, _:_TYP_:_:_:l.::CA:_::~L::.,.___·::,,..__J \ ' C D \ \ \ \ I t__--.--~ c:8l ---------~ / ,----------L ___ ~/1___/_/ ______ ::___,. < w ::J z w C CALL TOLL F"REE 1-800-422-4133 .111:.t LRI:. fill DIG TREE LEGEND: DESCRIPTION ARCHONTOPHOENIX CUNNINGHAMIANA -KING PALM 20' BROWN TRUNK HEIGHT HEIGHT 20' BTH WIDTH RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLIE, CITY OF NEWPORT BEACH AND TCLA, INC. ARE NOT RESPONSIBLIE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. Ef) NORTH 20' 10' 0 20' 40' 60' - ----SCALE: 1"=20' ~ TCLA,Inc. □ CORPORATE OFFICE: JOSEPHA. VARONINA.S.LA. CA#1737 27905 SMYTH □RNE, VALENCIA. CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293 :.allfP'~ ... ■ ORANGE OOUNTY OFFICE: 1340 REYNOLDS AVENUE #103, IRVINE, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-250-1801 □ CENTRAL VALLEY OFFICE: 4600ASIE ROAD SUITE 319, BAKERSFIELD, CALIFORNIA 93313 (PH) 661-398<!300 (FX) 661-398-0093 SHRUB LEGEND: AA -AGAPANTHUS AFRICANUS 'PETER PAN' -DWARF LILY OF THE NILE HHR -HEMEROCALLIS HYBRID 'BLACK SUAVE' -DAYLILY HHS -HEMEROCALLIS HYBRID 'PINK CHIFFON'-DAYLILY HHY -HEMEROCALLIS HYBRID 'LEMON DIP' -DAYLILY SR -STRELITZIA REGINAE -BIRD OF PARADISE lV -TULBAGHIA VIOLACEA 'SILVER LACE' -VARIEGATED SOCIETY GARLIC PLANTING LEGEND: @ DENOTES PLANT MATERIAL, SEE LEGEND ABOVE DENOTES QUANTITY IN GROUPING, AND SIZE, (24 "=24" BOX, 15G= 15 GALLON, 5G=5 GALLON, AND 1 G= 1 GALLON) NO. DATE DESCRIPTlON OF REVISIONS REVIE\'IED: MICHAEL J. SINACORI, RCE 46214 PRINCIPAL ClvlL ENGINEER DESIGNED: DRAWN: CHECKED: DATE: 5-29-07 D ,t ,l. ~~/ ~ NORlH SHEET MAP SHEET 'B' NTS C-3867 COAST HIGHWAY MEDIANS, PHASE 1-B CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5919-5 SHEET 11 OF 15 @ I I INSTALL PALMS AS SHOWN. ALL PLANT MATERIAL REMOVED OR DAMAGED DUE TO PALM PLANTINGS SHALL BE REPLANTED OR REPLACED TO THE CITY INSPECTOR'S SATISFACTION. REPAIR ANY AND ALL IRRIGATION DAMAGE TO CITY INSPECTOR'S SATISFACTION. 'rRl;:E TO BE IN LED UNDER \ \"' -~"--~L ~S=E=PAR==· ~s:C:::ON::::T,..RA~g,/r,-_NI_C _ ___, 1 ff ( \ EXISTING TOPIARY DOLPHIN SCULPTURED PLANTINGS TO REMAIN AND BE PROTECTED IN PLACE ------___--\------- ---- -----1----""-~----7---_o,_- ~----r------i-----''-----:::r--- N N E . . CALL T□LL FREE 1-800-422-4133 BEFCRE Y□U DIG 0 \ TREE TO BE INSTALLE UNDER -~---1--x.eARAIE--CONI ( I (_ TREE TO BE INSTALL~ UNDER SEPARATE CONTRACT,/ NIC TREE TO BE INSTALLED UNDER SEPARATE CONTRACT, NIC \ \ \ \ \ \ EXISTING TOPIARY OLPHIN SCULPTURED PLANTINGS TO REM N AND BE PROTECTED IN PLAC \ ( ~ NORTH 20' 10' 0 20' SCALE: 1"=20' 179+00 40' I --__ _,..\ __ _ --- I" 1 w ::J z w ~ IY ::J CL Cl) ~ ~ r r 1 __:::.-------, ---/- ----~------,--[ - I DENOTE PHASE 1 EXI LANTING AND RRIGATION. CONTRACTOR SHALL PROTEC CE. CONTRACTOR SH L REPAIR OR REPLACE ANY AND MAGE TO EXISTING PLAN D IRRIGATION IN THE SATISFACTION OF T INSPECTO , TYPICAL. I TREE LEGEND: DESCRIPTION A ARCHONTOPHOENIX CUNNINGHAMIANA -lA.J 20' BROWN TRUNK HEIGHT KING PALM RECORD DRAWINGS HEIGHT 20' BTH WIDTH 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 AND TCLA, INC. ARE NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. 60' J ~ TCLA,Inc. □ CORPORATE OFFICE: JOSEPH A. VARONIN A.S.L.A. CA#1737 27905S MYTHDRIVE, VALENCIA, CALIFORNIA 9'1355 (PH) 861-702-1011 (FX) 661-702-0293 ::illJII~:::::,.. ■ ORANGE COUNTY OFFICE: 1340 REYNOLDS AVEN.JE #103, IRVINE, CALIFORNIA 92614 (PH) 949-25D-1615 (FX) 949-250-1801 D CENT'RAL VALLEY OFFICE: 4800 ASI-E ROAO SUIT!:: 319, BAKl:RSFll:LO, CALIFORNIA 93313 (PH) fifi1-398-9300 (FX) 661-398-0093 NO. SHRUB LEGEND: AA -AGAPANTHUS AFRICANUS 'PETER PAN' -DWARF LILY OF THE NILE HHR -HEMEROCALLIS HYBRID 'BLACK SUAVE' -DAYLILY HHS -HEMEROCALLIS HYBRID 'PINK CHIFFON'-DAYLILY HHY -HEMEROCALLIS HYBRID 'LEMON DIP' -DAYLILY SR -STRELITZIA REGINAE -BIRD OF PARADISE RO-ROSMARINUS OFFICINALIS 'PROSTRATUS' -PROSTRATE ROSEMARY TV -TULBAGHIA VIOLACEA 'SILVER LACE' -VARIEGATED SOCIETY GARLIC PLANTING LEGEND: DENOTES PLANT MATERIAL, SEE LEGEND ABOVE DENOTES QUANTITY IN GROUPING, AND SIZE, (24"=24" BOX, DAlE DESCRIPTION OF REVISIONS _,..,,..-:;;;;r- -- \ - ' j ,x.'' \ \ \ \ REVIEWED: MICHAEL J. SINACORI, RCE 46214 PRINCIP,&.L CIVIL ENGINEER DESIGNED: DR,&.v.N: CHECKED: DAlE: 5--29-07 ORTH SHEET MAP SHEET 'C' NTS C-3867 COAST HIGHWAY MEDIANS, PHASE 1-B CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5919-5 SHEET 12 OF 1 5 J I -~•?----t------~-- k39 oo ___ ,_ ---- ------j ---------., l "--LLI ~--, ~ &1 CJ:: ~ G I \~ ~ <( ----1_ ------- TREE TO BE INSTALLED UNDER SEPARATE CONTRACT, NIC \ \ 19 1-tiJ 0 \ SHADED AREAS DENOTE PHASE 1 EXISTING PLANTING AND IRRIGATION. CONTRACTOR SHALL PROTECT IN PLACE. CONTRACTOR SHALL REPAIR OR REPLACE ANY AND ALL DAMAGE TO EXISTING PLANTING AND IRRIGATION IN THESE AREAS TO THE SATISFACTION OF Tl-IE CITY INSPECTOR, TYPICAL TREE TO BE INSTALLED UNDER SEPARATE CONTRACT, NIC ,,, L~~· g LU ~\L ~=~=~~~~~==~=~=-==-7 ~====-:::::::::=-=-=-·=-==·====--====-~r TREE TO BE INSTALLED UN~ 2' -0 Q. l 00 \ I CALL TOLL FREE 1-B00-422-4133 BEFCRE VDU DIG ' I SEPARATE CONTRACT, NIC RECORD DRAWINGS 00 ~ 2' :::,;. <( >-a. a. 0 Q. 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 AND TCLA, INC. ARE NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. ~ NORTH 20' 10' 0 20' 40' 60' SCALE: 1"=20' ,J ~ TCLA, Inc. □ CORPORATE OFFICE: JOSEPH A. VARONIN A.S.L.A. CAt!-1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FXJ 68.1-702-0293 li//JII~:::::.. ■ ORANGE COUNTY OFFICE:: 1340 REYNOLDS AVENUE #103, IRVINE, CALIFORNIA 92614 (PH) 94-~250-1615 (FX) 949-250-1801 □ CENT"RAL VALLEY OFFICE: 4600 ASH!: RQA[J SUTI: 319, BAKl::RSFll:Ln, CALI FOR.NA 93313 (PH) 661-39El-9300 (FX) 661-398-9393 NO. DATE TREE TO BE INSTALLED UNDER SEPARATE CONTRACT, NIC TREE TO BE INSTALLED UNDER SEPARATE CONTRACT, NIC 193+ DESCRIPllON OF REVISIONS TREE TO BE INSTALLED UNDER SEPARATE CONTRACT, NIC \ --r- JI 1/ LU i >"--., <( <( ;:::: I- LU Cl) 2' --Q. m ~ 195 ~ ~ I INSTALL PALMS AS SHOWN. ALL PLANT MATERIAL 00 I <( g LU C/) REMOVED OR DAMAGED DUE TO PALM PLANTINGS SHALL BE REPLANTED OR REPLACED TO THE CITY INSPECTOR'S SATISFACTION. REPAIR ANY AND ALL IRRIGATION DAMAGE TO CITY INSPECTOR'S SATISFACTION. ~ 0 Q. I SHADED AREAS DENOTE PHASE 1 EXISTING PLANTING AND IRRIGATION. CONTRACTOR SHALL PROTECT IN PLACE. CONTRACTOR SHALL REPAIR OR REPLACE ANY AND ALL DAMAGE TO EXISTING PLANTING AND IRRIGATION IN THESE AREAS TO Tl-IE SATISFACTION OF THE CITY INSPECTOR, TYPICAL REVIEWED: t.4ICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: CHECKED: DATE: 5-29-07 TREE LEGEND: DESCRIPTION HEIGHT WIDTH ARCHONTOPHOENIX CUNNINGHAMIANA -KING PALM 20' BTH 20' BROWN TRUNK HEIGHT SHRUB LEGEND: AA -AGAPANTI-IUS AFRICANUS 'PETER PAN' -DWARF LILY OF THE NILE HHR -HEMEROCALLIS HYBRID 'BLACK SUAVE' -DAYLILY HHS -HEMEROCALLIS HYBRID 'PINK CHIFFON'-DAYLILY HHY -HEMEROCALLIS HYBRID 'LEMON DIP' -DAYLILY SR -STRELITZIA REGINAE -BIRD OF PARADISE TV -TULBAGHIA VIOLACEA 'SILVER LACE' -VARIEGATED SOCIETY GARLIC PLANTING LEGEND: DENOTES PLANT MATERIAL, SEE LEGEND ABOVE DENOTES QUANTITY IN GROUPING, AND SIZE, (24"=24" BOX, 15G= 15 GAILLON, 5G=5 GALLON, AND 1 G= 1 GALLON) NORTH SHEET MAP SHEET 'D' NTS C-3867 COAST HIGHWAY MEDIANS, PHASE 1-B CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5919-5 SHEET13 □F15 Ci'LL TO..L FREE 1-800-422-4133 BEFlRE YIIJ DIG GENERAL NOTES: I. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 2. BASE SHEET INFORMATION FOR THESE PLANS WAS DERIVED FROM PLANS BY DMc ENGINEERING, 18 TECHNOLOGY DRIVE, SUITE 100, IRVINE, CALIFORNIA, (949) 753-9322 3. CONTRACTOR SHALL MAKE HIMSELF FULLY AWARE OF SITE CONDITIONS PRIOR TO ISSUING HIS BID. LACK OF KNOWLEDGE OF EXISTING SITE CONDITIONS SHALL NOT BE A BASIS FOR ADDITIONAL COSTS DURING CONSTRUCTION. 4. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND ON THESE PLANS. ANY WORK PERFORMED BY THE CONTRACTOR PRIOR TO RECEIVING A CLARIFICATION FROM THE LANDSCAPE ARCHITECT MAY REQUIRE REMOVAL AND RECONSTRUCTION OR WORK PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 5. AT THE TIME OF BID, THE CONTRACTOR SHALL MAKE THE OWNER AWARE OF THE EXPECTED CONDITION OF THE SITE PRIOR TO HIS WORK. SHOULD WORK BY OTHERS, PERFORMED PRIOR TO THE CONTRACTORS MOVING ON-SITE, RESULT IN POTENTIAL ADDITIONAL EXPENSES INCURRED BY THE CONTRACTOR, THE CONTRACTOR SHALL NOTIFY THE OWNER OF THE EXPENSES PRIOR TO THE WORK BEING DONE. THE CONTRACTOR MAY ASSUME FULL RESPONSIBILITY FOR ANY ADDITIONAL EXPENSES FOR WORK PERFORMED WITHOUT OWNER'S AUTHORIZATION. 6. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THE PLANS. i. e,_ CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. ANY DAMAGE TO EXISTING SITE ELEMENTS OR UTILITIES SHALL BE IMMEDIATELY AND PROPERLY REPAIRED TO ITS FORMER STATE AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION PRIOR TO BEGINNING WORK. q_ CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF PICK-UP WORK. IO. CONTRACTOR SHALL REMOVE ALL EXCESS SOIL GENERATED BY HIS OPERATIONS FROM THE SITE, PER ALL APPLICABLE CODES. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF DEBRIS FROM SITE, PER ALL APPLICABLE CODES, AS WAS CREATED FROM HIS CONSTRUCTION AND/OR DEMOLITION OPERATIONS. GRADING NOTES: I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADES BEING SMOOTH WITHOUT HAVING LOW SPOTS OR GRADING IRREGULARITIES. 2. WHERE PAVING AND FINISH GRADE MEET, THE FINISH GRADE SHALL BE DEPRESSED TWO INCHES. 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 AND TCLA, INC. ARE NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. ~ TCLA, Inc. □ CORPORATE OFFICE: JOSEPHA. VARONINA.S.L.A. CA#1737 27905 SMYTH DRIVE, VALEJ\CIA, CALIFCR\IIA 91355 (PH) 661-702-1011 jFX) 661-702-0293 ~~~... ■ ORANGE COlMY OFFICE: 1340 REYOOLDS AVENUE #103, IRVINE, CALIFORNIA 92614 (PH) 949-25D-1615 (FX) 949-250-1801 0 CENTRAL VAU.EY OFFICE: 4600ASHE ROAD SUITE 319, BAKERSFIELD, CALIFORNIA 93313 !PH) 661-39&-9300 IFX) 661-396-<l:\93 NO. DATE IRRIGATION NOTES: I. ALL WORK SHALL CONFORM TO APPLICABLE CODES. 2. REFER TO SPECIFICATIONS FOR SUBMITTALS, INSPECTIONS AND OTHER APPLICABLE INFORMATION. 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY 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 OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR CONTRACTOR MAY BE REQURED TO MOVE SUCH ITEMS 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 OWNER'S AUTHORIZED REPRESENTATIVE 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, AND TO THE OWNER'S SATISFACTION. 5. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES UNDER ROADWAY PAVING. 6. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRING, CONTROL WIRE SLEEVES, LATERAL AND MAINLINE, 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. i. 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. e,_ THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT THE POINT OF CONNECTION. THE IRRIGATION 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 OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFIFERENCES ARE NOT REPORTED PRIOR TO THE START OF THE IRRIGATION SYSTEM CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION. Gf. THE HYDRAULIC CALCULATIONS FOR THIS IRRIGATION SYSTEM HAVE BEEN ESTAB- LISHED 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 IRRIGATION CONTRACTOR. NO SUBSTITUTIONS OF EQUIPMENT WILL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. THE IRRIGATION CONTRACTOR MAY BE REQUIRED TO REMOVE AND REPLACE ALL SUBSTITUTED EQUIPMENT IF SO ORDERED BY THE OWNER. lo. 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. II. ALL IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED. 12. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROffiE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 13. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN TURF AREAS SHALL BE INSTALLED SO THE TOP OF THE SPRINKLER HEAD IS FLUSH WITH THE ADJACENT SIDEWALK, OR PAVING. ALL POP-UP HEADS AWAY FIROM EDGES IN TURF SHALL BE FLUSH WITH THE TOP OF GRADE TO PREVENT CONTACT WITH MOWERS. 14. WHERE SPRAY HEADS ARE INDICATED ON THE IRRIGATION PLANS, IT IS THE INTENT OF THE DESIGN TO INDICATE THE INSTALLATION OF POP-UP HEADS IN LANDSCAPED AREAS ADJACENT TO PEDESTRIAN AND VEHICULAR 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 LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 15. FOR TECHNICAL ASSISTANCE WITH CENTRAL CONTROL SYSTEM EQUIPMENT OR OPERATION, CONTACT MR. SCOTT KYLE AT RAINMASTER, (949) 212-8013. 16. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PULLING ALL CONTROL AND COMMON WIRE THROUGH CONDUIT FIROM CONTROLLER LOCATION TO VALVES. DESCRIPTION OF REVISIONS REVIEWED: PLANTING NOTES: I. PLANT QUANTITIES SHOWN ON LEGENDS ARE FOR GENERAL INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS AND QUANTITIES. 2. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 3. THE CONTRACTOR SHALL BE AWARE OF EXISTING AND PROPOSED UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND/OR ANY INJURY TO ANY PERSON. 4. THE CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE ANY EXISTING PLANT MATERIAL. ANY EXISTING PLANT MATERIAL DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH ONE OF THE SAME TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE, AS ACCEPTABLE TO THE CITY INSPECTOR. 5. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE CITY INSPECTOR PRIOR TO PLANTING. 6. ALL PLANT MATERIAL WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY MATERIAL APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE CITY INSPECTOR SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILITY OF PLANT MATERIAL. i. ALL TREES SHALL BE STANDARD IN FORM AND UNIFORM IN HEIGHT TO THE INSPECTORS SATISFACTION, UNLESS OTHERWISE SPECIFIED. AUL TREES MUST BE INSPECTED BY THE CITY INSPECTOR PRIOR TO INSTAULATION. DIGITAL PHOTOS SHALL BE SUBMITTED PRIOR TO DELIVERY. APPROVAL OF TREES SHAUL BE GIVEN ON-SITE ONLY. e. ALL PLANTING AREAS SHALL RECEIVE A 2" LAYER OF NITROGEN FORTIFIED SHREDDED TREE AND PLANT MATERIAL MULCH. THE MULCH SHALL CONSIST OF THE CITY'S STANDARD MIX. THE MULCH SHALL BE SPREAD EVENLY THROUGHOUT ALL PLANTING AREAS. THE MULCH SHALL BE 1" DEEP WITHIN ALL TREE AND SHRUB WATERING BASINS. ABSOLUTELY NO BARE GROUND SHALL BE SHOWING. PROVIDE SAMPLES OF MULCH FOR APPROVAL BY THE CITY'S INSPECTOR PRIOR TO INSTALLATION. q, THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE EQUIVALENT TO "DEEP-ROOT" OR "CENTURY" 24" DEEP PANELS. BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO THE BACK OF CURB PER THE ROOT BARRIER DETAIL ON THESE PLANS. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. 10. ALL DAYLILYS SHALL BE PURCHASED EXCLUSIVELY AT DAYULY HILL, ESCONDIDO, CALIFORNIA (714) 378-5360. II. ALL SHRUB PLANTINGS SHALL BE A MINIMUM OF TWELVE (12) INCHES FROM THE BACK OF CURB. AGAPANTHUS SHAUL BE SPACED NO CLOSER THAN 24" O.C. 12. ALL ARCHONTOPHOENIX CUNNINGHAMIANA (KING PALMS) SHALL BE ALL COASTAL-GROWN AND SUN-GROWN TREES. SOURCE OF KING PALMS SHALL BE LISTED. 13. THE PLANTING BACKFILL MATERIAL SHALL BE AMENDED AS PER THE SOILS REPORT PROVIDED BY THE CONTRACTOR. 14. THE CONTRACTOR SHALL PROVIDE A SOILS REPORT FOR ANY IMPORT SOIL USED. ALL IMPORT SOIL MUST BE APPROVED BY THE CITY ENGINEER. 15. THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR AN ESTABLISHMENT PERIOD OF NINETY (90) DAYS. TREE LEGEND: DESCRIPTION HEIGHT ARCHONTOPHOENIX CUNNINGHAMIANA -KING PALM 20' BROWN TRUNK HEIGHT 2D' BTH SHRUB LEGEND: AA -AGAPANTHUS AFIRICANUS 'PETER PAN' -DWARF LILY OF THE NILE HHR -HEMEROCALLIS HYBRID 'BLACK SUAVE' -DAYLILY HHS -HEMEROCALLIS HYBRID 'PINK PARFAIT'-DAYLILY HHY -HEMEROCALLIS HYBRID 'LEMON DIP' -DAYLILY SR -STRELITZIA REGINAE -BIRD OF PARADISE TV -TULBAGHIA VIOLACEA 'SILVER LACE' -VARIEGATED SOCIETY GARLIC PLANTING LEGEND: DENOTES PLANT MATERIAL, SEE LEGEND ABOVE DENOTES QUANTITY IN GROUPING, AND SIZE, (24"=24" 15G=15 GALLON, 5G=5 GALLON, AND 1G=1 GALLON) BOX, WIDTH C-3867 LANDSCAPE CONSTRUCTION NOTES COAST HIGHWAY MEDIANS, PHASE 1-B MID-IAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: a-lECKED: DATE: 5-29-07 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5919-5 SHEET 14 OF 1 5 12" GLEA 7 PALM DETAIL --------TIE FRONDS PRIOR TO PLANTING WITH ORGANIC TWINE PALM TREE, REFER TO PLAN PALM TRUNK TO BE PLUMB VERTICALLY ROOT BALL 2" LAYER OF MULCH BACKFILL OF 100% WASHED PLASTER SAND WATIER BASIN FINISH GRADE 3" PVC PERF0RATIED Pl PE THROUGH PLANT PIT WITH CAPS GRAVEL SUMP UNDER TREES. WIDTH AND DEPTH OF PLANT PIT AND SUMP TO BE DETERMINED AND/OR VERIFIED BY AGRONOMIST REPORT RECOMMENDATIONS INSTALL LUTZ PALM SPIKES PER MANUFACTURER'S SPECIFICATIONS PLANT. ROOT BALL -TOP SHALL BE FLUSH TO FINAL GR.ADE SCALE: NTS BAGKFILL -AMEND ONLY PER SOILS REPORT. MULGH LAYER PER PLAN (I" THIGK MAX OVER ROOTBALL). FINISH 6RADE. -----PLANT PAGKS PER NOTE BELOH. 5 z 2 r---LATERAL LINE TO VALVES r----SCH 40 PVC MALE ADAPTER ,,--CARSON INDUSTRIES #1419A-12B, GREEN SQUARE BOX WITH LOCKABLE LID WATERPROOF WIRE CONNECTORS t~~'(WE 12" LONG EXPANSION "'\1\i=tL UNION ,.1.-1..,---REMOTE CONTROL VALVE ,~-PVC SCHEDULE 80 NIPPLES TYP. ='-.n,.<\~_..J\\tt_:=I PVC TXT 90 DEGREE ELL I PVC SCHEDULE 80 NIPPLE RISER 6" MINIMUM LAYER OF PEA GRAVEL ------RED BRICK TYPICAL, 4 REQUIRED -tt----PRESSURE MAINLINE SXSXT ~~::::~--FITTING '-COMMON AND CONTROL WIRES REMOTE CONTROL VALVE DETAIL SCALE: NTS 6" MAX. ,,--POP-UP SPRAY HEAD, FLUSH IN TURF 1" ABOVE FINISH GRADE IN GR0UNDC0VER , I::, I::::.• •':::: 'I':::: 'I CALL TII..L FREE 1-800-422-4133 BEF'CE YOU DIG 2X ROOTBALL DIAMETER __,..,--UNDISTIJRBED NATIVE SOIL. NOTES, I. SC.ARIFY SIDES OF PLANT PIT PRIOR TO SETTIN6 PLANT. 2. PROVIDE 4 INSTALL ONE (I) lRI-G PACKET l'IITH EAGH SHRUB PER MAIVFAGTURER'S SPEGIFIGATIONS -.....___ PVC LATERAL LINE AND FITTING 8 SHRUB DETAIL SCALE: NTS 6 POP-UP SPRAY HEAD DETAIL RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIAIBLE, CITY OF NEWPORT BEACH AND TCLA, INC. ARE NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. ~ TCLA, Inc. □ CORPORATE OFFICE• JOSEPHA. VARONINA,S.LA, CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 --jPH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE OOUNTY OFFICE: 1340 REYt«lLDS AVENUE #103, IRVINE, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-250-1801 □ CENTRAL VALI_EY OFFICE: 4600 ASHE ROAD SUITE 319, BAKERSFIELD, CALIFORNIA 93313 (PH) 661-398--1>300 (FX) 661-3984393 NO. 3 4 DATE " X "' <( :::a ,,,----FINISH 6RADE ---GARSON INDUSlRIES #CllO-12B ROl,tlD BREENOOX _.,---GUIGK GOUPLIN6 VALVE _.,---RED BRIGK, (4 R.EGUIRED) ,,---I GUBIG FOOT OF PEA 6R.AVEL ,,,----BRASS 'lO DE6REE STREET ELL ,,---BRASS 'lO DE6REE STREET ELL ,,---6" BR.ASS NIPPLE r--MAINLINE PIPIN6 AND FITTIN6 QUICK COUPLING VALVE DETAIL SCALE: NTS ,,-------GREEN ROUND VALVE BOX 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. l'.L'TY----8" MINIMUM LAYER OF PEA GRAVEL RED BRICK TYPICAL, 4 REQUIRED BALL VALVE DETAIL SCALE: NTS DESCRIPTION OF REVISIONS 1 2 REVIEWED: FINISH 6R.ADE AT I' BELOY'l TOP OF BOX IN TIJRF AREAS; 2" BELOH OF BOX IN SHR.UB/6ROUNDGOVER AREAS. GARSON INDUSTRIES #'llO-128 ROUND 6R.EEN BOX MINIMUM 24' LON6 Pl6TAIL5 OF VALVE AND COMMON HIRE l'IITH NO SPLIGES I GUBIG FOOT OF PEA 6R.AVEL RED BRIGK, (4 REGUIRED) MAINLINE PIPIN6 AND FITTIN6 PULLBOX DETAIL SCALE: NTS r----------FINISH GRADE CURB OR PAVING EDGE ~-+-----------' I r 4 • ~ 6" IN. (NTS) .,,_.....,,..........,_~~f-+-~~~........1 z z 2 ~ . 11 • :::, N I 11 ~----J=tti==tti===t-H=---CLEAN BACKFILL SOIL I ' COMPACTED TO MATCH ro ..,__---t----;r'-~L..f-:~~ I I= NATIVE SURROUNDING SOIL ON-PRESSURE LATIERAL LINE I I' I I" II I jll I ~--r---r--fl--+++---H+-1 --PRESSURE MAINLINE :II II Ii' ll~i-,.~, .. § ... -,~-----~-,.;,,.,.~-.i. _ij_ ~~~~--VALVE CONTROL WIRE m m 111 m m rn,--r,..c,=, F , , ,ill,, ,ill, . ,ill. , ,ill. , ,ill, , ,_I-... TRENCHING DETAIL ....__ __ 2" DEEP CLEAN, APPROVED BACKFILL MATERIAL REFER TO CIVIL PLANS FOR SLEEVING LOCATIONS AND SIZES SCALE: NTS C-3867 LANDSCAPE CONSTRUCTION DETAILS COAST HIGHWAY MEDIANS, PHASE 1-B MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CML ENGINEER DESIGNED: DRAWN: CHECKED: DATE: 5-29-07 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5919-5 SHEET 15 OF15