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P_5223_S
SYMBOL ABBREVIATIONS (IN ADOltiOW TO GREEN'IIOOK SECT!ON 1-3.2) •POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VAL VE OSCO SANITARY SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ® SANITARY SEWER MANHOLE AC ASPHALT CONCRETE BC BltGIN CURVE ® STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAi. CURVE Ell FIRE KYDRANT BLK BLOCK CATV CABLE TV □WM WATER METER BOX & SERVICE Cl CAST IRON □PB PULL BOX It. CENTERLINE CNB CITY OF NEWPORT BEACH □GM GASMl!TER CL CLASS CLR CLEAR ®WV WATER VALVE C&G CURB ANO GUTTER E EASTIE4.ECTRlC POWER POLE ANCHOR EC END CURVE 6 MONUMENT ECR END CURVE RETURN EVC END VERTICAL CURVE -x-x-x-FENCE EXIST El<JSTING FLG FLANGE BLOCKWALL FE FLANGEO ENO .,l(W�•, FL FLOW LINE f'.:::�1 TREE FM FORCE MAIN ·t :1,-,,<-G GAS CJ0 SHRUBBERY GV GATE VALVE -44,L�.,<,aJ,LL.ASPHALT PAVEMl:NT GB GRADE !IREAK GE GROOVEO ENO : : : : : : ;: : : : : : ; : : l!RICKWALK IP&T IRON PlPE ANO TAG LT LEFT I>· · I CONCRETE MAX MAXIMUM �////LL-CL'./ ;1 MJ MECHANICAL JOINT BUILDING MIN MINIMUM EXISTING CONSTRUCTION NG NATURAL GROUND ----N NORTH ----PROPERTY LINE NTS NOT TO SCALE NO NUMBER NEW CONSTRUCTION OG ORIGINAL GROUND PE PLAIN ENO ---t---CENTERLINE PROP PROPOSED ----S----SEWER LINE PB PULL BOX RCP REINFORCED CONCRETE PIPE -----w------WATER LINE RET RETAINING RT RlGHT ---G---GAS LINE SCH SCHEDULE s SliWER --E--ELECTRICAL LINE sco SEWER CLEANOUT TELEPHONE LINE SMH SEWl!R MANHOLE --T SHT SHEET -CATV-CABLEVISION LINE SW SIOEWAtK s SOUTH --SP--SPRINKLER SYSTEM SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE STREET LIGHT STL STEEL T TELEPHONE SIGN w Wl!ST/WATER WI WITH EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTtlERN CALIFORNIA•EDISON COMPANY � (800) 427-2200(800}61 1-1911 � (800)624-8153(800)611-1911AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTlLITIES DEPARTMENT TIME WARNER CABLE (949)2§9-4468 or 611(949)644-3011 (1149) 259-4458 or 611(949) 644-3717(714)338-2060 (714) 388-2000 VICIN<ITY MAP NOT TO SCALE ,, ettmreers • PUB LIC WO RKS DEPARTMENT SITE #1 T�O TO THE POSSIBLE; eXl�i:: OF S NOT KNOWN QR IN A !._-OIOM.'.1:$!',I WHICH IS SHQWN OfiiTH\!!�oR·Jlll N$. THE OONTf'tAOl'()R,f;JttAU,. 1'AkE AIN THE EXACT LOCA� 'Gt"' ALL lTIE!; 1"RJOR TO tlOING WORK Tl,v.tµ,,.Y ,CH FA<CllrtlM Of';t INTERFERE WITH T1-IE!1'1 s�a Bt;FQR(:i,iaXPAVA,TING, THE QONTRACTQR. �L �TI1E L-PQAT!Q� PF·UNPl,i� UTll.lT!ee $YJ::;QN"rFtAl>TtN9 \J:NDlccRGRC>UNO SE'�VJC..E'. ALERT AT 8"11 M .\M PUEH, ·· WEST NEWPORT LAN DSCAPING PROJ ECT C-4338 KS OfREClQR R.C:E. NO . 36100- R.C.E. NO. 47961 WEST COAST HIGHWAY LOCATION MAP NOT T-0 SCA.LIE °""'"""' VOlll,y om.., 780$tf9ruta,,� 76{t580.51f56 �ne t:.a Otttnta, Catffomia 92253 7611.£64111369 Fax DATE: /- �-,;, H·UTlLl'fiES OlaECTOR GENERAL NOTES 1.ALL WORK Df=TAILED ON THESE PlANS TO BE PERl'ORMEO UNDER CONTRACT SH.Alt BE CONS�UCTEO INACCORDANCE WITH THE "STANDARD SPEC!FICATIONS FOR PUBLIC .WQRKS CQNS'l'RUCTJON", 2003 11:0ITIONAND SUPPLEMENTS TO DA TE, EXCEPT AS OTHERVVISE STATED fN THE CITY'S STANDARD SPECIALPROVISIONS, OR IN THlS CONTRACT'S SPIEC!Al. PROVISIONS. 2.EXISTfNG UNOERGROUNO UTILll'IES AAE SHOWN AS PER AVAILABLE RIECQROS . THE CONTRACTOR SHALL !'lE RESPONSIBl.E FOR VERJPYING THE ACTUAL LOCATION AW) ELEVATION IN THE Fll£l.D PR� TO liEGIM!lln'IGCOlilSTRUCTlON. CONTRACTOR SHALL ·BE R!lSPONSl!illE FOR FIBPAIRS TO ANY u:nLlTtES DAMAGED OURlNGSCOPE OF WORK 3.ALL EXPOS:EED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, OlMElllSION, ANO FfNISH TO AOJOlNING IMPROVSMENTS.4.PC C. SHALL BE CLASS 560-C-32505.CONTRACTOR SHALi. ADJUST CITY UTIUT!ES (e.g .. WATER VALVES. ELCTRICAL, STREET UGHT, SCO, SURVEYMONUM6NTS, SEWER Af\10 STORM OAAtlsl MANH<ILIE$}1'RAMES ANO COV�S TO F1 !111SH1i:D GRADE. ALL OTHERU11Ll'l'IES SHALL BE ADJU!StEO ro GRADE o!Y OTHE}l.S.6.PROPOSED PAVEMENT AND CUHS ANO GUTTER SHALL JOIN ANO MATCH UNE AND GRADE Of EXl STJNGlMPROVEMENTS UNLESS NOTED OTHERWISE. LANDSCAPE IMPROVEMENT NOTES 1. EXlSTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS OT¼-IERWISE NOTED IN PLANS. 2.Ttte CONTRACTOR SHALi. ALSO NOTE THI\ T FlELO MARKINGS MADE BY VARIOUS UT1LlTIES USINGUl'IOERGROUND SHRVICE ALERT (USA) $:HALL BE CONSIDERED AS IOENT!Fl£D UTILITIES EVE N WHEN THEYARE NOT SHOWIII ON PLANS.3. Tl,\1:; CONTRACTORSHALL ASSUME FULL RESPONS�LITY FOR ANY DAMAGES IMPOSED, INTENTIONALLY OR ACO(j'.)ENTALL Y, TO .f:XfSllNG IJTILITtES, BUILDlNGS, OR OTHER AMIBN111ES, OVE TO THE ACTIONS OF THE CONTRACTORS, CONTRACTOR'S flMP.LOYEES ANOJOR CONTRACTOR'S suaCONlRACTOOS . 4, COl4STRUCTION AND INSTA\.LATJON OF' ALL ITEMS WITHIN TH ESE 000.IJMl;;NTS SHALL REQUIRE CLOSE CQORl'llNATION B1FIWIEIEN TRADES INVOLVE!) IN LlNOERGROUND AMO U-T II.ITY INSTALLATION, AND TREE LOCATION. TH11' CON1"RACTOffS WORK FOl'l"(:IE 6HALL CONSIST Of PERSONS SKILLED IN THEIR �tlE COVERED SY THIS SCOPE OF WORK. APl>l{f;iNTICES AND/OR UN$KllLED LAOORE!l!S SHALL 8IE UNDeR THI£ OIRE;CT SUl>ERVI$10N OF SKILLED TRADESMl!;N AT All T!MGS. REFER TO SPECIFICATIONS. 5.THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN ANl'J FREE OF EXGtl:SS EQUJPMENT, MATERJALS ANORUBSISH INCIDENTAL TO HIS WORK ALL RUBBLE, TRASlil, Ofi:6.RIS OR UNWANTED MA TERlAl.S RESULTINGFROM DEMOLITION OR CONSTRUCTl0N SHALL Bl:: OISPOSeiD OF fN A LEGAL ANO LAWFIJL MANNJ!R tO ANAPPROVED DISPOSAL SITE. IF DEBRIS REA.1AlNS ON $1Tl;-FQ!il MORE THA!il 12 HOURS. UNLESS PRE•Al"PROVEDBY THE ENGINNER, SUCH DEBRIS SHAl.L BE R-EMOVEO BY THE OITY At "FH.E e,<PENSE OF' THE CQNtRACTOR 6.THE CONTRACTOR SHALL COORDlt-lA TE AND VERIFY ALL IN-'FIELO l-AYOUT, OlMENSIOIIIING Of WORK, GRADES AND laEVATIONS, AND WORK SCHIEOOL:6:S UNLESS OTHER\l'i/lSE NOTED. THE CONTRACTOf! SHALL CAffloFULL Y INSPJSCT THE SITE ANO SHAl,L �1F¥ ALL COl\IDITIONS AND OIM!NSIOMS. PRIQR TO Pl\lOCltEOINGWltli ANY WORK UNDER THIS CONTRACT . ANY PtSC.ReiPANC,IES IN tHESE DOCUMENTS Sr!ALL SE Blt OUGHTTO THE ATTcNT!ON Of THE ENGINEER. THE C0Nl'AACT-QR SMALL NOT W!LLFUU.Y IMPLEMISNT ANY WORKDeSCRIBlro IN THESE OOCUMENTS WH!ClH lS 08\,'IOUSLY JN eRRQ!il, INTERFERE;$ WITH EXISTING SITE FEAtURES, 00 CAUSES PROJECT COMPJ.lCA TION OR MMM. THE CONtRACT-OR SAAIJ. ae RESPONSIBLE FORVtRIFYING THE SCALE OF THE 0�-1/1/Fll'l'T!tN OlMENSJQNS TAK E PREFi:ReNCE OVER SCALl!:O DIMENSION$ ANO SHALL BE VERIFIED ON TH11' J08 SITE ANO ANY DISCREPANCY SHALL BE EmOJJQHT 1'0 THE ATTENTION OF THE ENGINEER7.THE CONTRACTOR SHALL AT All TIM!oS PROlECT HIS WR!< FROM OAMAGIE ANO THEFT ANO REPLACE Al.L DAMAGE!'.) OR STOL!EN PARTS AT l'flS fil(f'fiil\lSli I.INTII.. tHE WOR.K 1$ ACC!:if>TIEO IN WlitlttNG BY THI; CITY. CQNtAACTOR IS LIABlf FOR ALL 0/™AGE OR INJURY CAtJS!iO ev ANY WORK OOSTORAGE Of' MATl':RtAlS ONTHE SITE.8.THE CONTRACTOR SHAl.l BE RESPON$lBLi FOR PEMQNALLY \feR!FVIW,ll WITH THE ENGINeti'R THAT ALLCOPIES OF THE COlllStR-UCTION lXll::UMENTS ANO SP€CIF!CATIONS ARE CURl'IENT Ai'IIO Af);f'ROVi:O fORCONSTRUCTION.9.THE CONTRACTOR SHALL SUBMIT A CONSTRUCTIOlll6CHEDUI.E AS REQUESTED BY THE CITY. THECOlilTRACTOR SHALL MAKE !NERY f.FFORT TO AOH!SRE TO TME SCHEDULE AS INCORPQIRAT!ID l1!,!TO THE CITYENGINEER'S MASNR SCHEOUL!E. ti-IE CONTRACTOR SHALL Af>HERE to tttE CQNSTRUCtlON SEOOl!iNCE UNl.ESS NOTIFIED !N WRITING BY THE l!N1S l!lleER. 1 TlTLE SHEET 2 OEMOLlTION PLAN 3 CONSTRUCTION PLAN 4 CONSTRUCTlON DETAlLS 5 IRR-I GATION PLAN 6 lRRIGATION OETA-ll.S 7 PLANTING PLAN 8 PLANTING DETAIi.$ TRIS :LEEI\Cll:� SEMIOR CM\..alG!NllER DATE 1./y-l,. i....::::.,:;..::.:;;;:;::;::�t:::===-J----------------------.-------........J 0 ..... ,,"l'Wln____ t , L OE$!®NBO: acc DRAWN: ace c,rv oF NEWPORT BEACH _P_._s_2_23 __ · �_s_� L _____________________ _J_ _____________________ L _________ ,.__, _____ n--------------------L-------LDA.:..TE::. ::;\�1::'.!t'.::!--'F>t:·· .• ::::==-..1.-DA_,E..:::·:!'r=�=f='===-..1.CH!'!-•-Ci(_e_o _, _!G�Y Lo_A _TE_: _!!11 \llll!!!j. lllll!!J!. L ____ P.:::.U.:::.8.:::.L':..:.c_w..:,o.:..· ....:R K....:· ·.:.S.:O.:E.:.P.:..A.:..R_TM_.· ...:.E_N_r ___ L.sw.:·::..T-..-!1.......:0F_.,;8::::._· ....Ji W:\City of Newport Beach\Seashore Drive\$construction draw1ngs\$COVER. SHEET.dwg, 12/24/2009 3:50:30 AM , HP Destgr1Jet 500 42 by HP .pt3 ------,---:-::::::;:: ;::: ::: -... " .. --... --.. - --¢ j i I l!lilllllll Iii 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 • 1 .,_,_,., '-~, ~~ ; -----. J • SITE #2 SEASHORE DRIVE , I APPRO¥AL R!!COMMt:NIJEO: APPROVAL RECOMMl!NOED: ~trk~ MAAKHAAlilO!i GENliif!AI.. Sl!RVIGES DIRECTOR I C .Q t, 1 J 5 f! _g C-4338 ! -5 WEST NEWPORT LANDSCAPING PROJECT j TITLE SHEET l I SYMBOL • POWER POLE OSCO SANITARY SEWER CLEANOUT @ SANITARY SEWER MANHOLE @ STORM DRAIN MANHOLE « FIRE HYDRANT □WM WATER METER BOX & SERVICE D PB PULL BOX D GM GAS METER ®WV WATER VALVE POWER POLE ANCHOR il MONUMENT -x-x-x-FENCE BLOCKWALL ~ TREE (l {J SHRUBBERY = = = = ASPHALT PAVEMENT BRICKWALK I: •• '·. :I CONCRETE ~///U/t'.L/A BUILDING - - - -EXISTING CONSTRUCTION - - ---PROPERTY LINE NEW CONSTRUCTION ---it---CENTERLINE ----S----SEWER LINE -----W-----WATER LINE - --G-- -GAS LINE --E--ELECTRICAL LINE --T·--TELEPHONE LINE -CATV-CABLEVISION LINE --SP--SPRINKLER SYSTEM -¢ STREET LIGHT -U-SIGN ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE BC BEGIN CURVE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE BLK BLOCK CA TV CABLE TV Cl CAST IRON it CENTERLINE CNB CITY OF NEWPORT BEACH CL CLASS CLR CLEAR C&G CURB AND GUTTER E EAST/ELECTRIC EC END CURVE ECR END CURVE RETURN EVC END VERTICAL CURVE EXIST EXISTING FLG FLANGE FE FLANGED END FL FLOW LINE FM FORCE MAIN G GAS GV GATE VALVE GB GRADE BREAK GE GROOVED END IP&T IRON PIPE AND TAG LT LEFT MAX MAXIMUM MJ MECHANICAL JOINT MIN MINIMUM NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER OG ORIGINAL GROUND PE PLAIN END PROP PROPOSED PB PULL BOX RCP REINFORCED CONCRETE PIPE RET RETAINING RT RIGHT SCH SCHEDULE S SEWER SCO SEWER CLEANOUT SMH SEWER MAN HOLE SHT SHEET SW SIDEWALK S SOUTH SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE STL STEEL T TELEPHONE W WEST/WATER W/ WITH EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT TIME WARNER CABLE PROJE LOCATION DAY (BOO) 427-2200 (800)611-1911 (949) 259-4458 or 611 (949) 644-3011 (714) 338-2060 VICINITY MAP NOTTO SCALE NIGHT (800) 624-8153 (800)611-1911 (949) 259-4458 or 611 (949) 644-3717 (714) 388-2060 t: D tu w 0:: I-C/) 0 ~ ::c (!) ::c PUBLIC WORKS DEPARTMENT WEST NEWPORT LANDSCAPING PROJECT C-4338 APPROVED: ______________________________ DATE: _______ _ PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 APPROVED: ______________________________ DATE: _______ _ DEPUTY PUBLIC WORKS DIRECTOR/ CITY ENGINEER R.C.E. NO. 47961 AS-BUILT PLANS 1 r r r 11 tu ~ ~ 1 ~ n --1 i---H---11 -----.1 cj l w L J_ J WlLJ l _JL SITE #1 w (!) z SEASHORE DRIVE ~ 0 1-w w ~w z ~ (!) 1-w w 0:: I-C/) z 0:: w u. tL UJD ITIII 11 1-w w 0:: I-C/) z l2 -' 0 () WEST COAST HIGHWAY tu ~T--~ UJ ~ 0 (!) => -' l I m -- LOCATION MAP NOTTO SCALE tu ~ I-C/) I-=> z -' ~ r SITE#2 rn -- i I-C/) 0:: c5 w () m I I I GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY"S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO ANY UTILITIES DAMAGED DURING SCOPE OF WORK. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, ELCTRICAL, STREET LIGHT, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. LANDSCAPE IMPROVEMENT NOTES 1. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS OTHERWISE NOTED IN PLANS. 2. THE CONTRACTOR SHALL ALSO NOTE THAT FIELD MARKINGS MADE BY VARIOUS UTILITIES USING UNDERGROUND SERVICE ALERT (USA) SHALL BE CONSIDERED AS IDENTIFIED UTILITIES EVEN WHEN THEY ARE NOT SHOWN ON PLANS. 3. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGES IMPOSED, INTENTIONALLY OR ACCIDENTALLY, TO EXISTING UTILITIES, BUILDINGS, OR OTHER AMENITIES, DUE TO THE ACTIONS OF THE CONTRACTORS, CONTRACTOR'S EMPLOYEES AND/OR CONTRACTOR'S SUBCONTRACTORS. 4. CONSTRUCTION AND INSTALLATION OF ALL ITEMS WITHIN THESE DOCUMENTS SHALL REQUIRE CLOSE COORDINATION BETWEEN TRADES INVOLVED IN UNDERGROUND AND UTILITY INSTALLATION, AND TREE LOCATION. THE CONTRACTOR'S WORK FORCE SHALL CONSIST OF PERSONS SKILLED IN THEIR TRADE COVERED BY THIS SCOPE OF WORK. APPRENTICES AND/OR UNSKILLED LABORERS SHALL BE UNDER THE DIRECT SUPERVISION OF SKILLED TRADESMEN AT ALL TIMES. REFER TO SPECIFICATIONS. 5. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK. ALL RUBBLE. TRASH, DEBRIS OR UNWANTED MATERIALS RESULTING FROM DEMOLITION OR CONSTRUCTION SHALL BE DISPOSED OF IN A LEGAL AND LAWFUL MANNER TO AN APPROVED DISPOSAL SITE. IF DEBRIS REMAINS ON SITE FOR MORE THAN 12 HOURS, UNLESS PRE-APPROVED BY THE ENGINNER, SUCH DEBRIS SHALL BE REMOVED BY THE CITY AT THE EXPENSE OF THE CONTRACTOR. 6. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL IN-FIELD LAYOUT, DIMENSIONING OF WORK, GRADES AND ELEVATIONS, AND WORK SCHEDULES UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE AND SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT. ANY DISCREPANCIES IN THESE DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR SHALL NOT WILLFULLY IMPLEMENT ANY WORK DESCRIBED IN THESE DOCUMENTS WHICH IS OBVIOUSLY IN ERROR, INTERFERES WITH EXISTING SITE FEATURES, OR CAUSES PROJECT COMPLICATION OR HARM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE SCALE OF THE DRAWING. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 7. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE CITY. CONTRACTOR IS LIABLE FOR ALL DAMAGE OR INJURY CAUSED BY ANY WORK OR STORAGE OF MATERIALS ON THE SITE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERSONALLY VERIFYING WITH THE ENGINEER THAT ALL COPIES OF THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS ARE CURRENT AND APPROVED FOR CONSTRUCTION. 9. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE AS REQUESTED BY THE CITY. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO ADHERE TO THE SCHEDULE AS INCORPORATED INTO THE CITY ENGINEER'S MASTER SCHEDULE. THE CONTRACTOR SHALL ADHERE TO THE CONSTRUCTION SEQUENCE UNLESS NOTIFIED IN WRITING BY THE ENGINEER. ,n D cxi D D "' ;r ,::, ~ :i:: 1/) DC ~ C..) :,. ~ 1--------------------------------------------; ::, SHEET INDEX .0 U) 1----------------------------------------------1 ;!, TITLE SHEET 2 DEMOLITION PLAN 3 CONSTRUCTION PLAN 4 CONSTRUCTION DETAILS 5 IRRIGATION PLAN 6 IRRIGATION DETAILS 7 PLANTING PLAN 8 PLANTING DETAILS ., "' C "i ~ ,::, C 0 ~ ~ C 0 1 ·c: C ~ 0 .c ., 0 ., ,. 1-------------------------------.---------L------------------.... -----------------------------;:;;;;;::---,----------,:-=======::---,--::=::-::-:--::====:---+----------,-------------------------------7 .cg PREPARED BY: / APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: WEST NEWPORT LANDSCAPING PROJECT &l C-4338 a--.--. ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROMTHATWHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILfTIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICE ALERT AT 811 ~ff +e•□ PMIIPMIDIIICMPPM [])a)oodl 'iJtDD!'..l ID<i9&l!kl)rn Costa Mesa Office: 151 Kalmus Drive, Suite M8 714.641.1300 Phone Costa Mesa, CA92626 714.641.1323 Fax Coachella Valley Office: 78060 Calle Estado 760.580.5165 Phone La Quinta, California 92253 760.564.0369 Fax ~<> ~,o J. I< ,,; <l'No. 237 TITLE SHEET t::g_ IRIS LEE RCE 65329 SENIOR CIVIL ENGINEER t SIGNATURE EXP. 3-31-10 .. ,. J MARK HARMON GENERAL SERVICES DIRECTOR GEORGE MURDOCH UTILITIES DIRECTOR DATE Z 1---===::;::====---l-----------------------~----------1 'o DESIGNED: DRAWN: p 5223 S e-maU,draw;oge@d,ol,de,;go.oom BCC BCC CITY Of NEWPORT BEACH --12 www.dvolzdesign.com CHECKED: DATE: 1-------8-7 ~ L _______________________ _J _______________________ L ___________________________ ...1.. ________ .LD_A_TE-======-LDA_T...:E::-::-::::::::::====-:...._.1-__ ~G!!.YL_......!..1~129~11EJ0 L ____ P_U:..B:..L:..1..:.c_w__..:.o_R:..K:.:S...:D:..E:.P...:A...:.R...:.T __ M.:.:...E_N_T ___ ...1...:..sH..:E.:.ET_1~..:..oF~~ 3i ITEMS TO PROTECT IN PLACE CD SIDEWALK @ CONCRETE CURB CD IRRIGATION MAINLINE DEMOLITION NOTES REMOVE AND DISPOSE OF THE FOLLOWING ITEMS: KEY DESCRIPTION @-wooD POST AND CHAIN BARRIER @-VERTICAL CONCRETE CURB CUT (SEE DETAIL, THIS SHEET) ©-CONCRETE CURB (SEE DETAIL THIS SHEET) @-AC REMOVAL (REMOVE AC PAVING, BASE AND SUBBASE TO A DEPTH OF 1') DEMOLITION LEGEND SYMBOL DESCRIPTION REMOVE AND DISPOSE OF CONCRETE FLATWORK. CJ LIMITS OF CLEAR AND GRUB. REMOVALS INCLUDE, BUT ARE NOT LIMITED TO, IRRIGATION HEADS, IRRIGATION LATERALS, IRRIGATION VALVES, VALVE BOXES, QUICK COUPLERS, TREES, SHURBS GROUND COVERS. IRRIGATION MAINLINE AND CONTROL WIRES TO BE PROTECTED IN PLACE. ~o -- ( I- w -w REMOVE AND DISPOSE OF CONCRETE CURB AND ASPHALT PAVING. VERTICAL CURB CUT CURB REMOVAL--... AC PAVING REMOVAL WALKWAY/ PLANTER EXISTING AC PAVING ~ .. PROTECT IN PLACE "' AC PAVING--... REMOVAL EXISTING CURB VERTICAL CURB CUT AT 135° CHAMFER }----1211 - SECTION NTS ~------15' ---------r PLAN NTS CURB REMOVAL CURB CUT/ AC PAVING REMOVAL DETAIL EXISTING AC PAVING PROTECT IN PLACE I 12" PARKING I ITTll IBE I ~ -II-I I 11-----1 1--11-=-=1 WJl _ I-w w WEST COAST HIGHWAY SITE #1 ct: I-.f..SITE#2 Cl) w (!) ( \\\\\\\\\\ z i::i SEASHORE DRIVE I-I-I-0 I-w w w I-w I-w w I-w w ct: I-Cl) I-0 w a. Cl) ~ a. LJ WJL I LJL ( '""""' ✓SIT~~3 I-I-w II: w _L w w ct: ~ 5--------------------------------------------------------------------------5 SITE # 1 SITE #2 -0 s-------- SITE #3 ~ 0 0 0 0 0 0 0 -0 -----------------------5 5-------------------------- 0 0 ~ 0 Q)----<0 u u ~ ---- 0>----<0)----<Qf-----<O>----- - ------------------------------------------------- BEST MANAGEMENT PRACTICES CONSTRUCTION SITE SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARDS; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302. --------s Scale: 1" = 20'-0n n.J 0 5' 10' 20' 40' 0 cxi 0 0 ~ ' 0 ~ " o> ~ 'O C 0 Q. z 0 ~ 0 ::; w 0 :,. ~ ::, .0 U) ;!, (I) o> C 'i ~ 'O C 0 IT I :L w ,-ct: w w w ct: I-w --w ct: I--Cl) ct: ct: 1111 l nlJ IT Cl) m m I-J I-I-0 Cl) <( Cl) Cl) z ~-= :::1-__r ct: ct: [llJ ullJ I-[I I-IIl Cl) Cl) I-ct: => <( II ct: I-I-Cl) Cl) -"C U) C: ~ co [1 - POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPER CHLORINATED POTABLE WATER LINE FLUSHINGS . ~ ~ C 0 I-z <( z 0 ....I z ct: J: - -i::i --w 7 ' I-....I (!) LL 0 J: (!) 0 VICINITY MAP z N 0 z 0 --71--co -....I w (!) ~ 0 => ....I I I - I N.T.S. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. C-4338 1 ·c: 0 ~ 0 .c (I) 0 ., ,. l--------------------------~------------------------~-----------------------------------------------------------------~-----------------------------1.c PREPARED BY: g a-.-. ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROMTHATWHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILfTIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICE ALERT AT 811 ~ff +e•□ PMIIPMIDIIICMPPM IIla:loodl 'iJtDD!'..l ID<i9&l!kl)rn Costa Mesa Office: 151 Kalmus Drive, Suite M8 714.641.1300 Phone Costa Mesa, CA92626 714.641.1323 Fax Coachella Valley Office: 78060 Calle Estado 760.580.5165 Phone La Quinta, California 92253 760.564.0369 Fax e-mail: drawings@dvolzdesign.com www.dvolzdesign.com ~ '-~;--:.::: WEST NEWPORT LANDSCAPING PROJECT &l '#, ~,o J. I< ~NO. 237 AS-BU IL T PLANS DEMOLITION PLAN 1 SIGNATURE EXP. 3-31-10 .. ,.,,-ni'i..----:>', ., z 1-----~----+--------------------~----------<'o DESIGNED: DRAWN: p 5223 S BCC BCC CITY OF NEWPORT BEACH 1-----------112 CHECKED GY DATE: 7/29/10 PUBLIC WORKS DEPARTMENT SHEET 2 OF 8 ~ .___ ________________________ ___. ________________________ ...,__ _____________________________ .___ __________________________ __._ ___ ....;._.,__ __ -'-"--'----------------------'---------'3: CONSTRUCTION MATERIALS SCHEDULE SYMBOL KEY HARDSCAPE / PAVING MATERIAL & MODEL# MANUFACTURER COLOR FINISH ® INTERLOCKING CONCRETE PAVERS ANTIQUE KOBBLE - 6 CM THICK ACKER-STONE BUFF TAN PEWTER FLATTOP BLOCK SIZE -5.5"x5.5" & 8.25"x5.5" (800) 258-0047 HERRINGBONE ® 6" WIDE CONCRETE BAND PORTLAND CEMENT NIA N/A MEDIUM BROOM CLASS 560-C-3250 (0 CURB WALL and CAP GRAVEL WALL WITH CAP ACKER-STONE CHARCOAL BROWN BUFF (800) 258-0047 lgJ ® PARKING PAY STATION BASE PER CITY PER CITY N/A NIA :.:,., • ,_ • ·' • i i a·::_• ® ASPHALT REPAIR ASPHALT: C2-PG434-10 N/A N/A N/A f, \:. ', .. ,_, ,:, (PATCH BACK) BASE: B-PG-64-10 0 CONCRETE CURB PORTLAND CEMENT NIA N/A MEDIUM BROOM CLASS 560-C-3250 FINISHED GRADE / CURB WALL EXISTING GRADE _/; 2" FREEBOARD AT CURB EXISTING CURB -----:--::e--.;;;:.::--z__~--:.::.--ft'. --- ~::::::! NOTES: EXISTING EXISTING LANDSCAPE AREA GRADING TYPICAL IN ALL PLANTER EXISTING STREET SIDEWALK LANDSCAPE AREA PARKING LOT SPACE EXCEPT FOR THE AREA SHOWN IN SECTION 'D-D' --=-:c:..:..:.:.:_::__::c:..:...:::=,.j£--=:::==.:__+----=-:..:=-::..:::...::--=-:...=-=-:__~!L-'-'-"=c.:.::::_=.:_ s ECTI ON 1A-A1 CURB WALL INTERLOCKING CONCRETE PAVERS NTS MATCH ELEVATION (TYP.) CUT AND AND REPOURED CONCRETE CURB NOTES: EXISTING EXISTING WALKWAY TYPICAL IN ALL LOCATIONS WHERE _E_X_IS_T_IN_G_ST_R_E_E_T-f--_~S~ID~E~W~A~L~K'-------,//'------W_A_LKW_A_Y ____ ---,//~P~A~R~K~IN~G~LO"--'-T CURB CUTS OCCUR s ECTI ON 1 8-B 1 EXISTING STREET EXISTING SIDEWALK CURB WALL INTERLOCKING CONCRETE PAVER$ WALKWAY SECTION 1c-c 1 EXISTING STREET EXISTING SIDEWALK ~-2" FREEBOARD AT CURB MIN. Cl z W-,: f--- EXISTING CURB ~ fil EXISTING a. ::;; PARKING LOT SECTION 1 D-D 1 NTS MATCH ELEVATION (TYP.) EXISTING CURB EXISTING PARKING LOT NOTES: WALKWAY TYPICAL IN ALL LOCATIONS WHERE CURB CUTS DO NOT OCCUR NTS NTS DETAIL/ SHEET NO. DETAILC, SHEET 4 DETAILD, SHEET 4 DETAIL A, B, E SHEET4 DETAILG SHEET 4 DETAIL F SHEET 4 DETAIL F, SHEET4 IWH = WALL HEIGHT! ,I'----40'-5" ----.1~ 15' SITE # 1 IWH = WALL HEIGHT! PA SITE #2 IWH = WALL HEIGHT! WH: 1.6' PA WH: 1' PA WH:1' TRASH RECEPTACLE PROVIDED BY OTHERS (TYP.) 67'-1 o· 15' WH: 1' I © 47'-10" 11' 29'-2" TRASH RECEPTACLE PROVIDED BY OTHERS (TYP.) 4'-2" 15' WH: 1' ~ PA I 0 81' 15' WH:2' WH:2' WH: 1' PA 5' 8'•11 R Y. WH: 1' WH: 1' TYP. TRASH RECEPTACLE PROVIDED BY OTHERS (TYP.) 57'-8" 11' WH:2' WH: 1' PA - ____ ..,..5 66'-3" ----------,f--~15''_Jf..-------- -__J<_. _________ 96'-4" .J<-------65'-11" -____ __,_ 15' SITE 1b~ I ..., 00 0 0 O> 3' "<! C 0 a. C 0 :;::; u ~ I rTTII I BE tu I ~ -i ~ I 1--I --ii I --l f-i t-j WJ l 1-w w 0::: LJ WJL I LJL C 0 u :,. ~ SITE #1 -- ( I- w SEASHORE DRIVE -w :L ,-0::: I--en J 0 m z <( ...I J: - -0 J: I-I-w w w --w 0::: m 0::: 1111 J I-I-en en I-z z 0::: i::i --w 7 0 LL VICINITY MAP w 0::: to w 0 z i::i 0 IT nlJ ' tu w 0::: I-en z g 0 (.) WEST COAST HIGHWAY I IT 1-w w 0::: I-en <( z 0 0 ::J ...I ( "'"''"' _r IIl - tu w 0::: I-en 1- ::J z ...I ~ I-en .f..SITE#2 0 w a. en ~ ~-= [I tu w 0::: I-en 0::: c3 w (.) a. 7-II: [llJ ullJ --71-- 1-w w 0::: I-en "C c:: N <O I I _L II --U) ~ <O I [1 - N.T.S. PLAN SYMBOLS AND ABBREVATIONS Q ---TRASH RECEPTACLE-PROVIDED BY OTHERS PA -PLANTING AREA IQ] PARKING PAY STATION CONSTRUCTION LAYOUT NOTES 1. THE LAYOUT, ALIGNMENT AND PLACEMENT OF ALL LANDSCAPE IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, THE CONCRETE INTERLOCKING PAVER$, CONCRETE BANDS AND CURB WALLS SHALL BE FIELD IDENTIFIED PRIOR TO CONSTRUCTION. IF REQUESTED, AN ELETRONIC (CAD) FILE BASE WITH IMPROVEMENTS WILL BE PROVIDEDTO THE CONTRACTOR FOR CONSTRUCTION STAKING PURPOSES. 2. THE FINAL LAYOUT, ALIGNMENT AND PLACEMENT OF THE LANDSCAPE IMPROVEMENTS SHALL BE REVIEWED AND APPROVED BY THE CITY'S ENGINEER OR AUTHORIZED REPRESENTATIVE, AND IF NECESSARY MAKE ADJUSTMENTS PRIOR TO CONSTRUCTION. 3. THE LAYOUT, ALIGNMENT OR PLACEMENT OF THESE IMPROVEMENTS SHALL BE IDENTIFIED USING WOODEN STAKES, FLAGS, CHALK OR MARKING PAINT PRIOR TO THE ENGINEER'S REVIEW AND APPROVAL. Scale: 1" = 20'-0n n.J 0 5' 10' 20' 40' C-4338 ::, -" U) ;!, ., O> C "i ~ "O C 0 ~ ~ C 0 1 ·c: C ~ 0 .c ., 0 ., ,. l-----------------------------~--------------------------~--------------------------------~------------------------------------------------------------------------1.c PREPARED BY: g a-.-. ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROMTHATWHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILfTIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SER.VICE ALERT AT 811 ~ff +e•□ PMIIPMIDIIICMPPM [])a)oodl 'iJtDD!'..l ID<i9&l!kl)rn Costa Mesa Office: 151 Kalmus Drive, Suite M8 714.641.1300 Phone Costa Mesa, CA92626 714.641.1323 Fax Coachella Valley Office: 78060 Calle Estado 760.580.5165 Phone La Quinta, California 92253 760.564.0369 Fax e-mail: drawings@dvolzdesign.com www.dvolzdesign.com ~ '-~;--:.::: WEST NEWPORT LANDSCAPING PROJECT &l '#, ~,o J. I< ~N0. 237 AS-BUILT PLANS CONSTRUCTION PLAN 1 SIGNATURE EXP. 3-31-10 .. ,.,,-...... ...----/_, ., z 1------~----+-----------------------~-----------1'\5 DESIGNED: DRAWN: p 5223 S BCC BCC CITY OF NEWPORT BEACH 1-------------l 12 CHECKED GY DATE: 7/29110 PUBLIC WORKS DEPARTMENT SHEET 3 OF 8 ~ .__ ___________________________ __._ __________________________ __._ ________________________________ ......... _____________________________ __. ____ ----''----'--'--'-----------------------.,__ ______ ___.3: C 7 . . . .. • .· ... . '. . : .. . ... .... " . .-,, . ·. . . .. ·_ .•.• PEDESTRIAN PAVERS CONSTRUCTION NOTES: 3 4 LEGEND 0 0 0 0 0 CONCRETE INTERLOCKING PAVER$ PER CONSTRUCTION LAYOUT PLAN. PAVERS TO BE 60 MM DEPTH IN PEDESTRIAN ONLY AREAS. NOT USED. 1" THICK MAX DENSIFIED BEDDING SAND PER SPECIFICATIONS. 8" MIN COMPACTED 3/4" CLASS 2 BASE PER SPECIFICATIONS. 118" POLY SAND FILLED JOINT. INSTALL PER SPECIFICATIONS. 0 90% COMPACTED SUBGRADE. 0 CONCRETE CURB WHERE OCCURS. 1. THE CONTRACTOR SHALL PROVIDE SAMPLES OF PAVERS FOR REVIEW AND APPROVAL TO THE CITY REPRESENTATIVE PRIOR TO INSTALLATION. 2. REFER TO CONSTRUCTION PLAN FOR PAVER COLOR, SIZE, AND PATTERN. 3. ALL CONCRETE PAVERS AND SAND JOINTS SHALL BE SEALED WITH SB-1300 JOINT STABILIZER SEALER AS MANUFACTURED BY SUREBOND OR APPROVED EQUAL. PREPARE SURFACE AND APPLY SEALER AS SPECIFIED BY THE MANUFACTURER. CONCRETE INTERLOCKING PAVERS SCALE: 1 "=1'-0" B < ·11-··-·11 -··-· <i SIDE TOP LEGEND 0 PAY STATION BY OTHERS LEDEND: ----10" -----'Yi<- 0 0 8"X4"X8" PRE-ENGINEERED INTERLOCKING CURB WALL PER CONSTRUCTION PLAN. ,--PROPOSED 0 0 10"X2"X12" GARDEN WALL CAP. ATTACH TO WALL WITH SUREBOND-PAVER BOND GLUE - OR EQUAL. 6" HT. CONCRETE BASE 16" LONG EPOXY COATED #4 DOWEL INTO FOOTING@ 16" O.C. VERTICAL THRU PIN CELL. GROUT ALL PIN CELLS SOLID . FILL GAPS BETWEEN HARDSCAPE AND WALL WITH POLY SAND. 90% COMPACTED SUBGRADE. EPOXY COATED #4 BAR CONTINUOUS IN FOOTING NOTE MITER BOTH FACES OF ADJOINING BLOCK WHERE CORNERS OCCUR ADJACENT SIDEWALK/PAVING <1 ,'.I· 12" min. 1 16" max. • LI II I I I 11 I I <1· -II ITT- I -, ,1 == 11 . • II I II I I I I .--1 - - 6" ~,ii<:-if ____ 16' -----¥- SECTION PRE-ENGINEERED INTERLOCKING CURB WALL NOTES: 1. EXISTING SIDEWALK WITH FALLING GRADE. 2. CURB WALL TO MAINTAIN LEVEL ELEVATION ACROSS LENGTH WITH A MINIMUM HEIGHT OF 12" AND A MAXIMUM HEIGHT OF 16" ABOVE EXISTING SIDEWALK. 3. CURB WALL STEP WHERE NEEDED. EQUALLY SPACE STEP IN WALL ACROSS LENGTH OF WALL. 4. 10"X2"X12" GARDEN WALL CAP. ATTACH TO WALL WITH SUREBOND-PAVERBOND OR EQUAL. SAWCUT AND MITER CAP WHERE NEEDED. 5. 8"X4"X8" PRE-ENGINEERED CURB WALL PER CONSTRUCTION PLAN. WALL HEIGHT TO MATCH ON EITHER 2 SIDE OF PROPOSED WALKWAYS ---/ ....... / ' / ' I \ \ I I ¥,L,L,L,L,J:,L.'.,L/2L,L,L/21~~~~~ I I I I I I / 3 I \ / / / / / / / / SECTION 2" = 1 '-0" NOTE: CONTRACTOR TO START WALL AT 12" ABOVE EXISTING SIDEWALK HIGH AT THE HIGH END OF THE PROJECT AND EVENLY SPACE STEPS IN WALL AS SPECIFIED. FINISH GRADE OF MOUNDED SOIL PER PLAN ,,--EXISTING SOIL SCALE: 2" = 1'-0" TOPOF~ CURB ----- ADJACENT-- SIDEWALK/PAVING ,1 . <1 <1 LEDEND: Tf, ITT ITT ITT • 0 8'"X4"X8" PRE-ENGINEERED CURB WALL PER I I -I 11 111 I ,1 CONSTRUCTION PLAN. ---=1 11 111 0 10"X2"X12" GARDEN WALL CAP. ATTACH TO -111-<1 • WALL WITH SUREBOND-PAVERBOND OR • -1 l:__I I I l-111 I I l-111 I I l-11 llJ 0 0 © A FINISH SURFACE EQUAL. SAWCUT AND MITER CAP WHERE I NEEDED. ' ' 1--=I I l=-1 I ' 6' HT. CONCRETE BASE 90% COMPACTED SUBGRADE. MITER CORNERS WHERE NEEDED TO CONSTRUCT WALL TURNS AND ENDS. CURB WALL END 10" 8" <l .4 <1 2" SECTION SCALE: 2" = 1 '-0" LEGEND: 0 0 0 0 © CONCRETE CURB. COLOR AND FINISH PER CONSTRUCTION MATERIALS SCHEDULE ON SHEET 3. 1/2" RADIUS BOTH SIDES 90% COMPACTED SUBGRADE FILL GAPS BETWEEN HARDSCAPE AND WALL WITH POLY SAND. CONTINUOS EPOXY COATED #4 BAR CENTER IN SLAB 3" FROM BOTTOM. D CONCRETE BAND N.T.S. TYPICAL WALL PROFILE NOTTO SCALE SCALE AS SHOWN --------------15' _____________ ,... 0 PROTECTIVE SKIRT AND BOLT CONNECTIONS E BY OTHERS t--....L.------------------------------------------------___J WALL STEP 12· ITT I . <I ..... ---.. . .. 4 • ·• • 0 CONCRETE PAD 0 3 -#4 BARS EACHWAY 0 PROPOSED CURB WALL 0 90% COMPACTED SUBGRADE 0 PAVERS PER PLAN PLANTER AREA CURB ASPHALT . ,-~ I I MATCH ELEi\f. \ A.o,. !II .I 6" I SECTION MATCH ELEV. ~ LEGEND: 0 12" THICK AC PAVING REPAIR (PATCH BACK) 0 NOTUSED 0 CONCRETE CURB 0 NOTUSED 0 90% COMPACTED SUBGRADE 0 EXISTING CONCRETE CURB 0 114" RADIUS ON CONCRETE CURB EDGES 0 1 /4" MAX. ELEVATION DIFFERENCE BETWEEN ASPAHL T AND CONCRETE CURB 0 PAVING PER PLAN G EXISTING AC PAVING AND BASE MATCHE EV. 1211 PLAN IO ~ cxi 0 0 "' ;J "O !!! ·o -., C ~ ·5 .0 ., " "' C "i e "O C 0 =fl ::, L -a, C 0 0 :,. -~ C ~ FRONT ~ t--:=-.---------------------------------------------------11---,--------------------------------------------------------------------------------------------------------_Ja> i---G___.__P_A_R_K_IN_G_P_A_Y_S_TA_T_IO_N ______ --.-___________ sc_AL_E:_1·=1_·-0·....L.-F----JL.....r--c_o...,,..N=C=R=E,.,....T..,,...,E-,--C_;_U_;_R,;,;;;B_;;A_;;N_;_D;;;,.,._;_A.;_;S_;_P_;_H_;_A..=L:....:.T_:R....:.E=P--=A....:.l:..:....R.:.....__;;;;;:::----r------------------~-----~------------___:_:N:..:.:.:.T.S::..i. __.:C:_-....:.4-=-33~8::.......J!o a-.-. ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROMTI---lATWHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SER.VICE ALERT AT a, i LH ff ■ZFFJP'l'---fflPPI! PREPARED BY: ~ [Da)rajd] 'Gto□~ Costa Mesa Office: 151 Kalmus Drive, Suite MB Costa Mesa, CA 92626 Coachella Valley Office: 78060 Calle Estado La Quinta, Callfomla 92253 714.641.1300 Phone 714.641.1323 Fax 760.580.5165 Phone 760.564.0369 Fax SIGNATURE EXP. 3-31-10 -;,_,, DATE AS-BUILT PLANS WEST NEWPORT LANDSCAPING PROJECT CONSTRUCTION DETAILS 0 ., ID t'. 0 a. ;J ., z l------~-----1---------------------------------lo DESIGNED: BCC DRAWN: BCC CITY OF NEWPORT BEACH P-5223-S ~ 1------------'c:3 ~------------------------___. ________________________ ...,__ _____________________________ L_ __________________________ ....1...c_H_Ec_K_ED_:____::G:.:.YLD_A_T_E:~7:!.!I2:::c9I.:.:::10.1..,_ ____ P_U_B_L_I_C_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T ____ .1..,_s_HE_E_T__:4_o_F_:8:........Jf e-mail: drawings@dvolzdesign.com www.dvolzdesign.com I IRRIGATION LEGEND SPRAYS & BU BBLERS SYMBOL H T Q MANUFACTURER/ MODEL 180° 150° 120° go• so· DESCRIPTION (f -" ~ Iii TORO 5' "O" NOZZLE PRECISION SERIES SPRAY ~ "' ! • TORO 8' "O" NOZZLE :r -.. PRECISION SERIES SPRAY ::-) ~ ~ "' ' TORO 10' "O" NOZZLE PRECISION SERIES SPRAY w y ..... 17 '~/ TORO 15' "O" NOZZLE PRECISION SERIES SPRAY \) TORO SPECIAL PATTERN PRECISION SERIES SPRAY "O" NOZZLE 2X6 SST .. TORO SPECIAL PATTERN PRECISION SERIES SPRAY "O" NOZZLE 2X3 RCS SYMBOL RAD BODY H T Q 180° 150° 120° go• 5' 570ZPRX SERIES SPRAY .14 .11 .09 .06 12" POP-UP 8' 570ZPRX SERIES SPRAY .33 .27 .22 .17 12" POP-UP 10' 570ZPRX SERIES SPRAY .51 .43 .34 .23 12" POP-UP 15' 570ZPRX SERIES SPRAY 1.16 .96 .77 .58 12" POP-UP 2'x6' 570ZPRX SERIES SPRAY .06 6" POP-UP 2'x3' 570ZPRX SERIES SPRAY .03 6" POP-UP PSI so· .04 30 .11 30 .17 30 .39 30 30 30 EXISTING MAINLINE IS SHOWN DIAGRAMATIC. ACTUAL LOCATION IS IN PLANTER BEHIND SIDEWALK. VERIFY EXACT LOCATION AND SIZE WITH ENGINEER. A1 1 1/2" NEW AUTOMATIC VALVES AND QUICK COUPLERS TO BE TIED INTO EXISTING MAINLINE (TYP.) 22.00 ' A2 1 1/2" 22.26 2" PRESSURE MAINLINE LOCATED 16" UNDER CENTER OF FOOTING ~-TORO SPECIAL PATTERN 2'x3' 570ZPRX SERIES SPRAY .03 30 -~ PRECISION SERIES SPRAY "O" NOZZLE 2X3 LCS 6" POP-UP SITE # 1 RAINBIRD -ROOT ZONE RWS-M-B-C 1404 N/A RWS-M-B-C 1.00 30 • WATERING SYSTEM MISC. MATERIAL SYMBOL MANUFACTURER/ COMMENTS DETAIL DESCRIPTION s GRISWOLD -AUTOMATIC VALVE SIZE PER PLAN -INSTALL IN DETAIL 'B' DW SERIES CONTROL VALVE SUBTERRANEAN 12"x18" VALVE BOX SHEET6 () RAINBIRD -QUICK-COUPLER INSTALL IN 10" ROUND DETAIL 'D' 44-LRC 1" QUICK COUPLER WITH VINYL COVER SUBTERRANEAN VALVE BOX SHEET6 .... MATCO -BALL VALVE INSTALL IN SUBTERRANEAN 12"x18" DETAIL 'F' 754 SERIES FULL PORT VALVE BOX SHEET6 EXISTING 2" PRESSURE MAINLINE PROTECT IN PLACE ---------- LATERAL-SIZE PER PLAN SCHEDULE 40 PVC DETAIL 'H' SHEET6 PIPE SLEEVE -INSTALL WHERE MAINLINE AND SHCEDULE 40 PVC PIPE TWICE THE DETAIL 'C' ---------------------- LATERALS PASS UNDER PAVED SURFACES DIAMETER OF THE PIPE BEING SLEEVED SHEET6 /CONTROLLER STATION PIPE SIZING LEGEND A3 A4 11/2" 26.58 11/2" 18.00 -~ ..,...._························!►-········••l!g!•• ··················j.J[: ----2" PRESSURE MAINLINE LOCATED 16" UNDER CENTER OF FOOTING 1 EXISTING MAINLINE IS SHOWN DIAGRAMATIC. ACTUAL LOCATION IS IN PLANTER BEHIND SIDEWALK. VERIFY EXACT LOCATION AND SIZE WITH ENGINEER. f'L •••••••••• ··························j.JIC NEW AUTOMATIC VALVES AND QUICK COUPLERS TO BE TIED INTO EXISTING MAINLINE (TYP.) ,-------, A15 A 3/4" SCH 40 PVC B 1" SCH 40 PVC SITE #2 2" 20.1 VALVE SIZE GALLONS PER MINUTE NOTES: 1. PLACE ALL VALVES IN GREEN PLASTIC VALVE BOXES PROVIDED BY CARSON BROOKS. QUICK COUPLERS SHALL BE PLACED IN GREEN ROUND VALVE BOXES. 2. PROVIDE 3 SETS OF COLOR CODED SCHEMATICS INCASED IN "HEAVY GAUGE"' CLEAR PLASTIC FOR IRRIGATION. 3. PROVIDE 3 KEYS FOR QUICK COUPLERS. 4. SEE IRRIGATION NOTES AND DETAILS ON SHEET 6. C 1-1/4" SCH 40 PVC ---- 1 1/2" 18.00 c.-. • •••••••••• ...r.. ••.••.••.•••••••••••••• ····························~ 2" PRESSURE MAINLINE LOCATED 16" UNDER CENTER OF FOOTING 11/2" 20.55 ADDITIVE ITEM: CONTRACTOR TO TIE INTO EXITING IRRIGATION SYSREM TO PROVIDE IRRIGATION TO PROPOSED ~---ir- METROSIDEROS TO THE SATISFACTION OF THE ENGINEER. -' "-~ ' ' , 30' OF SCH 40 t" P,YC INSTALLED ANol~APPED' F,QR FUTb~E TREE'l~STALU\'QON '-. , • NEW AUTOMATIC VALVES AND QUICK COUPLERS TO BE TIED INTO EXISTING MAINLINE (TYP.) EXISTING MAINLINE IS SHOWN DIAGRAMATIC. ACTUAL LOCATION IS IN PLANTER BEHIND SIDEWALK. VERIFY EXACT LOCATION AND SIZE WITH ENGINEER. D N co D D "' 3' "t? C 0 a. SITE #3 C :8 0 "' I BBf L j L=ic.J □t=l Ou WJl _Jil LJ WJL I LJL w r SITE #1 ~ WEST COAST HIGHWAY ~ SITE #J """ ii r -------,,~ [ SITE #2 J ~ u~~ L - w SEASHORE DRIVE o .--r--~-r---r:,,--.--r--..----,:lii...-...-...---.lii...-.--,,---,r bnTI8 I IITTTTT =3~E , ~~~~8' , 1 r ] 1 , tli i~i i 1~1 1 ill CCLI I w~Llli 1 JJ 1~1 11111 . ~ ~~ 111111 r 11111~1 11 111 ~u 1111 El 1 11111; L-l-L _ ~ .___._ ·~.;;:.--- 7rlt7 I ~ 71711\-l \ 1\ I rTTII -- VICINITY MAP N.T.S. Scale: 1" = 20'-0n n.J 0 5' 10' w 40• C-4338 "E ' ~ ::, .0 U) ;!, ., "' C "i ~ "O C 0 ~ ~ C 0 1 ·c C ~ 0 .c ., 0 ., ,. l--------------------------~------------------------~-----------------------------~-----------------------------------~-----------------------------1.c PREPARED BY: g 8""1 ... ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROMTHATWHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILfTIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SER.VICE ALERT AT 811 ~ff +e•□ PMIIPMIDIIICMPPM IIla:loodl 'iJtDD!'..l ID<i9&l!kl)rn Costa Mesa Office: 151 Kalmus Drive, Suite M8 714.641.1300 Phone Costa Mesa, CA92626 714.641.1323 Fax Coachella Valley Office: 78060 Calle Estado 760.580.5165 Phone La Quinta, California 92253 760.564.0369 Fax e-mail: drawings@dvolzdesign.com www.dvolzdesign.com ~ '-~;--:.::: WEST NEWPORT LANDSCAPING PROJECT &l '#, ~,o J. I< ~N0. 237 AS-BUILT PLANS IRRIGATION PLAN 1 SIGNATURE EXP. 3-31-10 .. ,.,,-ni'i.,----:>"., ., z 1-----~----+---------------------~-----------<'o DESIGNED: DRAWN: p 5223 S BCC BCC CITY OF NEWPORT BEACH 1-----------112 CHECKED GY DATE: 7/29/10 PUBLIC WORKS DEPARTMENT SHEET 5 OF 8 ~ .__ ________________________ ___. ________________________ ...,_ _____________________________ .__ __________________________ _._ ___ ....;._.,__ __ -'-"__,_ ___________________ __,_ ______ __,3: ------FINISHED GRADE IN TURF AREAS CARSON INDUSTRIES #90-12B ROUND BOX PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "PB" ONTO LID IN 2" LETTERS. --36" WIRE EXPANSION LOOP TYPICAL. FINISHED GRADE 7 CARSON INDUSTRIES #90-12B ROUND BOX ~-PLASTIC VALVE BOX 6" 10" RND. W/ LOCKABLE LID COLOR: GREEN 90% CLEAN BACKFILL AS REQUIRED. PAVING NOTE: HEAT BALL VALVE FINISHED GRADE ~-PLASTIC VALVE BOX 12" RECT. W/ LOCKABLE LID COLOR: GREEN 24"WIRE 6, LOOP - -.------------POP-UP SPRINKLER HEAD SEE LEGEND FOR SPECIFICATION ON SHEET 5 ------FINISHED GRADE TOP 1 1/2" WI F.G. IN TURF AREAS TOP 1/2" ABOVE F.G. IN SHRUB AREAS ~-SCH. 80 NIPPLE, LENGTH AS REQUIRED ~-1 MARLEX STREET ELL AND 3" FINISHED GRADE IN SHRUB AREAS QUICK COUPLEl+----#----- WITH WATER CAP UNDISTURBED SOIL----· MAINLINE AND CONTROL ---4+-l==t+l=lt;.4½½½½½4-'J 111 36'ffi BRAND 'RCV' AND CONTROLLER NUMBER ON LID IN 2" LETTERS 1 PVC THREADED ELL (90) ~-SCH. 80 NIPPLE (6" MINIMUM) --MARLEX STREET ELL OUT OF LATERAL LINE FITTING E PULL BOX LEGEND BRICK SUPPORTS (4 REQ'D) :::::====::)-PVC ELECTRICAL SWEEP IF INSTALLED IN CONDUIT '---------LANDSCAPE FABRIC '----------3/4" ROCK, 3 CUBIC FT. ' ~ I I I NTS - D ' S.S. PUNCH-LOK;--lj Ar.-/q i:.~ ... - CLAMPS ,. =---."o 0~. BRICK SUPPORTS----" (4 REQ'D) 3 CU. FT. CRUSHED GRAVEi-----' 36" REBAR STAKE------ QUICK COUPLER J -V"V"V"V"- 2" - 2 ~--LANDSCAPE FABRIC "<:""----BRASS SWING WIRES IN SCH 40 SLEEVES :I I LATERAL LINES IN----~=++-1=..++.,.._,."" SCH 40 SLEEVE :I I = 111 -Ill JOINT ASSEMBLY :I I i' II I I =Ill-2"MIN.-III J.::,4;.+.-<:..4-,4.."--44-,~r 1= wJ MAINLINE NOTE: HEAT BRAND 'QC' ON LID IN 2" LETTERS NTS C SLEEVE INSTALLATION CLEAN COMPACTED---------~ BACKFILL FINISHED GRADE~ ,--_,,.,;'r--..---,,,==,,.,,.,..,.,.,,,=.,,,.,,,.,.,,.,,,,,...---,--r-r-. NTS PVC LATERAL-ANGLE-_, TO SPECIFIED DEPTH WITH 45 DEGREE ELLS. FEMALE ADAPTE SCH 80 PVC NIPPLE (TYP.)-~ 3/4" CRUSHED GRAVEL---~ 12" DEEP MIRAFI 180N FABRIC LANDSCAPE FABRIC (OR EQUAL)--~ SCH 80 PVC UNION------------' BRICK SUPPORTS----------~ ~-LATERAL LINE, DEPTH AS SPECIFIED IN 'H' THIS SHEET HEAD TO BE INSTALLED: 2" FROM ALL CURBING 4" FROM ALL WALKWAYS (4 REQ'D) MAINLINE------------------~ B REMOTE CONTROL VALVE ; :: r 0 , ' NTS A POP-UP SPRINKLER NOTE: HEAT BRAND 'BV' ON LID IN 2" LETTERS ~-----FINISHED GRADE IN TURF AREAS ~I I \1 I I II -Ill WIRES BODY CRIMP SLEEVE PLUG --PLASTIC VALVE BOX 12" RECT. W/ LOCKABLE LID COLOR: GREEN UNDISTURBED SOIL------· 11 2411 • NTS -:111 -Ill 1. INSERT WIRE THROUGH HOLES IN BASE OF BODY. --FINISHED GRADE IN SHRUB AREAS (i) NOTUSED . • (2) RAINBIRD BUBBLER. ® PVC RISER -SCH. 80 8) PVC LATERAL PER PLAN. ® FINISH GRADE @ WATERING SLEEVE PER IRRIGATION LEGEND I I 1-' '- TREE BUBBLER GENERAL IRRIGATION NOTES 1. It is the responsibility of the irrigation Contractor to familiarize himself with all grade differences, location of wall, retaining walls, structures and utilities. The Contractor shall repair or replace, at no additional cost to the City, all items damaged by his work. The Contractor shall coordinate his work with other contractors for the location and installation of pipe sleeves and laterals through walls, under roadways and paving, etc. - 2. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that unknown obstructions, grade differences, or differences in the area dimension exist that might not have been addressed in the design of the irrigation system. Such obstructions or differences shall be brought to the attention of the City Engineer. In the event this notification is not performed, the Contractor shall assume full responsibility for any necessary alterations to the work. 3. The Contractor shall obtain, coordinate, and pay for any and all inspections as required. 4. Pipe sizes shall conform to those shown on the drawings. No substitutions of smaller pipe sizes shall be permitted, but substitutions of larger sizes may be approved. All damaged and rejected pipe shall be removed from the site at the time of said rejection. 5. All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified. Install all heads with double swing joints as per detail. All heads adjacent to parking lots, walks, roads, or other paved areas shall be installed with pop-up bodies. 6. The Contractor shall flush and adjust all sprinkler heads and valves for optimum coverage with minimal misting and/or over spray onto walks, streets, walls, etc. Substitution of nozzle pattern or radius as required to achieve optimum coverage is responsibility of contractor. 7. All irrigation equipment not otherwise detailed or specified shall be installed as per manufacturefs recommendations and specifications. 8. 120 VAC electrical power source at controller location to be provided by the Contractor. Verify source of electrical power with engineer prior to construction. 9. The Contractor shall provode 3 sets of color coded schematics (as-builts) incased in 'Heavy Gauge' clear plastic provide for City use at the beginning of the maintenance period. 1 0. The Contractor shall provode 3 sets of keys for all quick couplers and valve boxes. - -18" 3 - - - 6 - - co: ---{4 LATERAL LINES ----:,-,-I I ,±I ±±,-,..,.1-1--1;,,;.1r'lll!II-:-•:.:.-:.·. -Ill NOTES: MAINLINE AND CONTROL WIRES 1. TAPE CONTROL WIRES EVERY 10' 2. IN ROCKY SOILS INSTALL PIPING IN SAND BED :ITT . \ -I I I--111 - -.\ I 111 :111111 11 II i 111 ;111;; 111111 II 1\1~1111 I II 11 I s" I • • 3. 24" DEPTH REQUIRED FOR ALL DOMESTIC MAINLINES 2. TWIST STRIPPED WIRES TOGETHER AND APPLY CRIMP SLEEVES WITH AND INDENT TYPE CRIMPING TOOL TRIM EXCESS BARE WIRE. 3. FILL PLUG TO BRIM WITH DS-300 SEALANT. 4. INVERT BODY AND INSERT PLUG INTO BODY UNTIL SNAPS TIGHT. 5. PUSH WIRES ALL TEH WAY INTO THE PLUG TO COMPLETELY SEAL ETH CRIMP SLEEVE. 6. BE CERTAIN SEALANT HAS FORMED INTO ALL HOLES IN BODY. NOTE: - -- - 6" ~--'-'-'++:r'-'-'++:r--BALL VALVE, SEE LEGEND FOR SPECIFICATION ON SHEET 5 -_J--li=:H 1 •.;_:::=..--U----:-----1:1;:Pi::::;;:tL--;.,,,____ PRESSURE SUPPLY LINE t,j\°"" DEPTH AS PER SPECS. 1(2 w -7J Q 00 '-----~ PVC MALE ADAPTER t BRICKSUPPORTS(4 REQ'D) '-------BRASS UNION '---------BRASS NIPPLE '----------LANDSCAPE FABRIC ~---------3/4" ROCK, 3 CUBIC FT. SECTION VIEW -N.T.S. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. NTS H PIPE INSTALLATION NTS G WIRE CONNECTORS NTS F BALL VALVE STATIC PRESSURE THE IRRIGATION SYSTEM DESIGN IS BASED ON A MINUMUM OPERATING PRESSURE OF 80 PSI AND MAXIMUM FLOW DEMAND OF 26.58 GPM. THE CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BEWTEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION PORT OF CONNECTION TO THE ENGINEER. IRRIGATION SYSTEM LAYOUT DUE TO THE SCALE OF THESE DRAWINGS THE CONTRACTOR SHOULD BE AWARE OF THE POSSIBILITY THAT THE NEED FOR MINOR ADJUSTMENTS TO THE IRRIGATION SYSTEM MAY BE NECESSARY TO PROVIDE PROPER COVERAGE. THESE ADJUSTMENTS COULD INCLUDE NOZZLE CHANGES AND/OR ADDITION OR DELETION OF INDIVIDUAL HEADS TO COMPENSATE FOR CHANGES MADE ON THE SITE. THE CONTRACTOR SHALL LOCATE ALL VALVES, LATERAL LINE AND MAINLINE IN PLANTING AREAS. FURTHERMORE, THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATIONS ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE EVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB OR GROUNDCOVER AREAS. SLEEVING SLEEVES SHALL BE PLACED UNDER ALL DRIVEWAYS AND WALKS WHERE IRRIGATION LATERAL, MAINLINE, AND WIRE WILL CROSS. SLEEVES SHALL BE PVC SCH. 40, MINIMUM BURY 24" DEEP. MINIMUM DISTANCE PAST EDGE OF DRIVEWAY OR CONCRETE WALK SHALL BE 24". WATER AND WIRE SHALL NOT BE PLACED IN THE SAME SLEEVE. SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE BEING SLEEVED. WIRE SLEEVES TO BE 2". DETECTABLE MARKING TAPE 'CHRISTY'S' UNDERGROUND MARKING TAPE SHALL BE RUN WITH ALL MAINLINES AND MUST BE INSTALLED AT LEAST 6" ABOVE TOP OF PIPE. POLYVINYL CHLORIDE PIPE CEMENT IPS WELD-ON PVC 721 BLUE MEDIUM-BODIED (USE WITH 1/2" TO 1-1/2" PVC PIPE) IPS WELD-ON PVC 711 GRAY HEAVY-BODIED (USE WITH 2" AND LARGER PVC PIPE AND ALL MAIN LINES) POLYVINYL CHLORIDE PIPE PRIMER IPS WELD-ON P-70 PRIMER PURPLE (USE WITH ALL PVC CONNECTIONS) REMOTE CONTROL VALVE LABELS ALL VALVES ARE TO BE FASTENED WITH CHRISTY'S VALVE IDENTIFICATION TAGS IDENTIFYING STATION #AND APPROPRIATE CONTROLLER IDENTIFICATION INFORMATION "WATER CONSERVATION CONCEPT STATEMENT" THE SYSTEM IS DESIGNED TO ACHEIVE CONSERVATION AND EFFICIENCY IN WATER USE BY PROVIDING ANTI-DRAIN VALVES, FOR LOW HEAD DRAINAGE, RAIN CHECK INTERRUPT SWITCH TO PREVENT THE SYSTEM FROM ACTIVATING WHEN RAINING, PRESSURE COMPENSATING SCREENS TO PREVENT OVERSPRAY AND REDUCE WATER USAGE IN SMALLER PLANTING AREAS. AND LOW GALLONAGE HEADS TO REDUCE WATER CONSUMPTION. EQUIPMENT BOXES ALL REMOTE CONTROL VALVES, BALL VALVES, QUICK COUPLERS, ETC. SHALL BE INSTALLED IN SUITABLE GREEN SUBGRADE VALVE BOXES AS SHOWN IN IRRIGATION DETAILS COMPLETE WITH LOCKING COVERS. VALVE BOXES SHALL BE CARSON BROOKS OR APPROVED EQUAL AND SHALL BE MARKED 'B.V.' FOR BALL VALVES, 'R.C.V' FOR REMOET CONTROL VALVES, 'Q.C' FOR QUICK COUPLER ES, ETC. REMOTE CONTROL VALVE BOXES ARE ALSO TO BE BRANDED WITH THE STATION NUMBER. ALL MARKINGS SHALL BE 2" LETTERS AND NUMBERS. DIRECT BURIAL CONTROL WIRES (SOLID COPPER, 600 VOLT, TYPE UF) COMMON WIRES: WHITE (#12AWG) STATION WIRES (#14 AWG) COLOR-CODED REQUIREMENTS PER CITY STANDARD. SPARE WIRES MUST BE RUN TO THE FARTHEST VALVE MANIFOLD FROM THE CONTROLLER. WIRE SPLICES/ CONNECTORS ARE TO BE SPEAR DRI-SPLCIED (PRE-FILLED). USE EXTRA DS300 SEALANT INSIDE CONNECTORS. IRRIGATION CONTROLLER WIRE ALL NEW VALVES TO EXISTING IRRIGATION CONTROLLER. VERIFY LOCATION WITH CITY ENGINEER PRIOR TO INSTALLATION MAINLINE PER PLAN LINE SIZE BALL VALVE 24" MAX. REMOTE CONTROL VALVE PER PLAN ~ ...... l ....... . ~~~ QUICK COUPLE PER PLAN ---J NTS ,.., N co 0 "' 3' "O C 0 a. C 0 ~ "' 'E f ·5 .0 ., " "' C "i e "O C 0 =fl ::, L -a, C 0 0 :,. -~ C, ~ 0 ,.._ __________________________________ ___,.s::; i------------------,--------------.---=.,...,,..,,.,..~----------~-----;___----..---------------~---1,__J---1,__V_A_L~V-E_M_A_N_IF_O_L_D_D_I_A_G_RA_M _ _____.:_N:..:._::TS:...__C=--_:_43=-:3:...=.......J8 lo a-.--. ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROMTHATWHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SER.VICE ALERT AT a,, LH ff ■ZFFJP'l'---fflPPI! PREPARED BY: ~ [Da)rajd] 'Gto□~ Costa Mesa Office: 151 Kalmus Drive, Suite MB Costa Mesa, CA 92626 Coachella Valley Office: 78060 Calle Estado La Quinta, California 92253 714.641.1300 Phone 714.641.1323 Fax 760.580.5165 Phone 760.564.0369 Fax SIGNATURE EXP. 3-31-10 -;,_,, DATE AS-BUILT PLANS WEST NEWPORT LANDSCAPING PROJECT IRRIGATION DETAILS 0 ., ID -e 0 a. 3' ., z l------~-----1---------------------------------lo DESIGNED: BCC DRAWN: BCC CITY OF NEWPORT BEACH P-5223-S ~ ,.._ ______ ___, c3 '-----------------------------'---------------------------'------------------------------L------------------------------1...c_H_Ec_K_ED_:____.::G:.:.YLD_A_T_E:~7:!.!,2:::c9'.:.:::10.1._ ____ P_U_B_L_I_C_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T ____ Ls_HE_E_r--=6:..._o_F--=8:........Jf e-mail: drawin9s@dvolzdesi9n.com www.dvolzdesign.com TREES & PALMS SYMBOL ABB BOTANICAL NAME COMMON NAME 0 ALOE HYBRID TREE ALOE ALO HER 'HERCULES' ~ CHAMAEROPS HUMILIS MEDITERRANEAN FAN PALM CHA HUM -/P - > • PARKINSONIA HYBRID PALO VERDE . PAR DES 'DESERT MUSEUM' ,ft - METROSIDEROS EXCELSA NEW ZEALAND CHRISTMAS TREE • METEXC SHRUBS & ACCENTS SYMBOL ABB BOTANICAL NAME COMMON NAME AEOARB AEONIUM ARBOREUM AEONIUM ~ 'ZWARTKOP' /-I-", DASYLIRION LONGISSIMUM MEXICAN GRASS PALM '-t-l AGAVIL \_, _,/ ,._ ALOE HYBRID JOHNSON'S HYBRID ALOE '" ALO JOH 'JOHNSON'S HYBRID' CARISSA MACROCARPA DWARF NATAL PLUM 0 CAR MAC 'BOXWOOD BEAUTY' /-:,'\ CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE ~(-\;\-~ CAEGIL ,. C ~ CORDYLINE HYBRID CORDYLINE " CORJUR 'JURRED' , ·, DASYLIRION LONGISSIUM GRASS PALM ( <> '1 DAS LON \,_ .,/ DIANELLA HYBRID DIANELLA :'B DIA LIT 'LITTLE REV' ~ PUYALP PUYA ALESTRIS SAPPHIRE TOWER SENECIO HYBRID SENECIO • SEN PUN 'PUNK PICKLE' n WESTRINGIA FRUTICOSA DWARF COAST ROSEMARY ,,~., WESFRU \/) 'MORNING LIGHT' CHAMAEROPS HUMILIS NOTE TWO (2) 48" BOX AND THREE (3) 36" BOX CHAMAEROPS (MEDITERRANEAN FAN PALM) SHALL BE PROVIDED BY THE CITY OF NEWPORT BEACH AND ARE LOCATED AT CITY GENERAL SERVICES YARD (592 SUPERIOR AVENUE). CONTRACTOR IS RESPONSIBLE FOR TRANSPORTING PALMS FROM MAINTENANCE YARD TO JOB SITE AND PLANTING. QUANTITY SIZE REMARKS 9 15 GAL 2 48" BOX PROVIDED BY CITY 3 36" BOX 13 36" BOX 1 36" BOX ADDITIVE ITEM QUANTITY SIZE REMARKS 43 1 GAL 10 SGAL 130 1 GAL 17 SGAL 5 SGAL 40 5GAL 12 SGAL 164 1 GAL 11 1 GAL 127 1 GAL 248 SGAL I BBf L j L=ic.J □t=l Ou WJl _Jil LJ WJL I LJL w r I rTTII SITE #1 ~ WEST COAST HIGHWAY ~ SITE #J """ ii r -------,,~ [ SITE #2 J ~ u~~ L - w SEASHORE DRIVE o .--r-~-r--r:,,-.--r-..---,:lii...-...-...---.lii...-.--,,---,r bnTI8 I IITTTTT =3~E , ~~~~8' , 1 r ] 1 , tli i~i i 1~1 1 ill CCLI I w~Llli, JJ 1~1 11111 . ~ ~~ 111111 r 11111~1 11 111 ~u 1111 El 1 11111; L-,.l.-L _ ~ ..___._ -~.;;:--- 7rlt7 I ~ 71711\-l \ 1\ -- SITE # 1 SITE #2 SITE #3 VICINITY MAP N.T.S. CHA HUM 48'B0X CHA HUM CHA HUM 36"B0X 48'B0X ADD ALTERNATE: CONTRACTOR TO PLANT METROSIDEROS TO THE SATISFACTION OF THE ENGINEER. METEXC 36"B0X CHA HUM 36"B0X CHA HUM 36"B0X Scale: 1" = 20'-0n n.J 0 5' 10' 20' C-4338 "' 3: "? C 0 a. "' C :;::; C 0 1[ :,. ~ ::, -" U) ;!, (I) "' C "i ~ "O C 0 ~ ~ C 0 1 ·c C ~ 0 .c (I) 0 ., ,. l-----------------------------~--------------------------~--------------------------------~------------------------------------------------------------------------1.c PREPARED BY: g 8""1 ... ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROMTHATWHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILfTIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICE ALERT AT 811 ~ff +e•□ PMIIPMIDIIICMPPM [])a)oodl 'iJtDD!'..l ID<i9&l!kl)rn Costa Mesa Office: 151 Kalmus Drive, Suite M8 714.641.1300 Phone Costa Mesa, CA92626 714.641.1323 Fax Coachella Valley Office: 78060 Calle Estado 760.580.5165 Phone La Quinta, California 92253 760.564.0369 Fax e-mail: drawings@dvolzdesign.com www.dvolzdesign.com ~ '-~;--:.::: WEST NEWPORT LANDSCAPING PROJECT &l #, ~,o J. I< ~N0. 237 AS-BUILT PLANS PLANTING PLAN 1 SIGNATURE EXP. 3-31-10 .. ,.,,-""ru'...--/, ., z 1-----------+----------------------~----------1'\5 DESIGNED: DRAWN: p 5223 S BCC BCC CITY OF NEWPORT BEACH 1----------112 CHECKED GY DATE: 7/29/10 PUBLIC WORKS DEPARTMENT SHEET 7 OF 8 ~ '------------------------------'----------------------------'---------------------------------....L.-------------------------------'-------''----'--;....;..'-----------------------.,__ ______ __,3: PLANTING NOTES 1. All local, municipal, county and state laws, rules, and regulations governing or relating to any portion of this work are hereby incorporated into and made part of the project plans and specifications; and their provisions shall be carried out by the Contractor. Additionally, all work shall be done in accordance with the applicable sections of the latest edition of the APWA, Standard Specifications for Public Works Construction, ("Green Book"), and the project specifications. 2. The Contractor shall notify underground Service Alert of Southern California (Dig Alert) at least two (2) working days before digging, excavating, or construction. Phone 1-800-422-4333. 3. The Contractor shall not proceed with construction as shown on the plans when it is obvious in the field that unknown obstructions, grade differences, or discrepancies in area configuration or sizes, or in dimensions exist that might not have been considered in engineering. Such obstructions, or differences, should be brought to the attention of the Engineer. In the event this notification is not performed, the Contractor shall assume full responsibility for any revisions necessary andshall perform such revisions at his own expense. 4. Remove and dispose of all surface stones, roots, weeds, debris, foreign materials, clods, and rocks over (1) inch in diameter so that after conditioning and planting the grade is two inches (2") below adjacent hardscape. 5. All inspections herein specified shall be made by the Engineer. The Contractor shall request inspection at least 24 hours in advance of the time the inspection is required. 6. All existing landscaped areas damaged during construction must be restored to their original condition at the Contractor's expense. Restoration of existing landscape areas shall be done to the satisfaction of the Engineer. 7. All plant material shall be subject to the inspection and approval of the Engineer, or his designated representative, before planting. All plant material delivered on-site will be inspected for size and condition of root growth, insects, injuries, and defects. Plants not approved are to be removed from the site Immediately and replaced with suitable plants. The Engineer reserves the right to reject entire lots of plants represented by defective samples. All plant material shall have nursery tags when delivered to the site. 8. Tree staking is as indicated per Planting Details. 9. Final location of all plant material is subject to the approval of the Engineer or his designated representative. 10. The Contractor is responsible for count verification and is to supply the quantities delineated GRAPHICALLY on plans. 11. Plant establishment shall begin immediately after inspection and acceptance of the work by the Engineer, or his designated representative for a period of sixty (60) days. Upon completiopn and acceptance of Plant Establishment, Maintenance period shall begin for a period of thrirty (30) days. Maintenance shall be performed per the project specifications. 12. Purchase and install linear root barrier for all Trees to be located less than 1 O' from ANY paving or new concrete, including but not limited to: Culverts, Curbs, Sidewalks, Pavers & Roadways. Root barrier shall be 15' in length, 36" deep and installed adjacent to the paving. Root barrier available from Deep Root Products, Costa Mesa, Ca. (714) 965-2951 or equal. Thickness of rootbarrier shall be per manufacturer's recommendation. 13. New trees shall be planted at least 24" from fence posts, curbs, fences, and rails unless directed other wise by the Engineer. 14. Place specified mulch in all planted areas at a minimum depth of 2". Do not install mulch within 6" dia. of any plant material. Contractor to provide sample and seek approval from Engineer prior to installation. Refer to specifications. 15. All Trees and Shrubs of any species shall be purchased from one nursery to avoid differing variety mixes. LEGEND Ci) 1, 5, OR 15 GALLON SHRUB © 2 INCH LAYER OF MULCH -TAPER MULCH AT BASE OF PLANT. G) 3 INCH WATER BASIN 0 FINISH GRADE © AMENDED BACKFILL PER SOILS REPORT. SEE SPECIFICATIONS. 0 © LJJ PLANT PIT EXCAVATION -SEE DETAIL E, THIS z SHEET. z S2 0 'I' PLANTING TABLETS -SEE SPECIFICATION f-I FOR QUANTITY PER SHRUB (.? ui © ROOT-BALL I ~ z © NATIVE SOIL :::, a: f-z ;;;: 0 a: ca C SHRUB PLANTING NOT TO SCALE B E '/ ROOTBA / ----19~ ---r,<%1• 'l ·)y'. / /~ 1/,~ »~- >~ 2 X DIAMETER 1 • f OF ROOTBALL ~ G> LEGEND 4" DIAMETER VERTICAL SCH 40 PVC DRAIN PIPE. CONNECT TO PIPE AT BASE OF PIT AND CAP AT SURFACE. WRAP PIPE WITH FILTER FABRIC. TOP OF ROOT BALL TO BE 1 INCH ABOVE FINISH GRADE. 3 INCH HIGH WATERING BASIN FINISH GRADE AMENDED BACKFILL PER SOILS REPORT. SEE SPECIFICATIONS. 4 INCH DIAMETER FLEXIBLE PERFORATED DRAIN PIPE ENCIRCLING BASE OF PLANTING PIT. CONNECT TO VERTICAL PIPE. WRAP PIPE WITH FILTER FABRIC. NATIVE SUBGRADE LEGEND: CD TREE TIE (':;\ STEEL WIRE -FLAG WITH 3/8" WHITE \61 PVC/ABS TUBE @ STEEL TURNBUCKLE -1 PER GUY WIRE © TEMPORARY WATER BASIN BERM ® FINISH GRADE ® ROOT BALL (z) AMENDED BACKFILL PER SOILS REPORT. SEE SPECIFICATIONS. ® CABLE ANCHOR ® UNDISTURBED SUBGRADE ~~~6 ~ NOTES: ~l.__.--71:---, 7 1. DELETE GUYS IN FIELD AS DIRECTED BY \,,_=c;J..lJl'-,;m;;;m;;~;;m;;;m;~~p ENGINEER _ _ 2. SET CROWN OF ROOTBALL ½" TO 1" ITT ill IIE -ill ABOVEFINISHGRADETOALLOWFOR 111111111~11111,,,lil,__ SETTLEMENT. 2 TIMES BOX WIDTH -------1 9 3. DO NOT COVER CROWN with SOIL. 4. SCARIFY SIDES and BOTTOM of PLANTING PIT 5. DEPTH OF PIT WILL EQUAL ROOTBALL PALM PLANTING NOTTOSCALE A MUL Tl TRUNK TREE PLANTING NOTTO SCALE 0 0 0 LEGEND BOX TREES: PLANT PIT SHALL BE SQUARE AND DIMENSIONED AS INDICATED IN CHART. CONTAINER PLANTS: PLANT PIT SHALL BE ROUND AND DIMENSIONED AS INDICATED IN CHART. ROOTBALL A B CONTAINER SIZE WIDTH DEPTH 1 GALLON 12" 12" 5GALLON 26" 22" 15 GALLON 36" 24" 24" BOX 48" 28" 30" BOX 60" 33" 36" BOX 72" 44" 48" BOX 96" 60" PLANT PIT DIMENSIONS ..: ,, 1 A ................ ................ ··············~---{ 1 ... -~-. -~-. ~-.. l:f ... i". -----I, 3 ................ ................ ................ PLAN VIEW (DIAMETER) PLAN VIEW NOTTO SCALE D Ci) © G) 0 LEGEND PLANT MATERIAL 2 INCH DEEP MULCH FINISH GRADE PREPARED BACKFILL (SEE SPECIFICATIONS FOR TYPE AND DEPTH) NOTE: LOCATE PLANTS SPACED EQUAL DISTANCE (D) FROM EACH OTHER AS SHOWN. REFER TO THE PLANT LEGEND FOR DISTANCE (DJ. - -2/3 (D) 2 3 ee..l,----{4 + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ,uJdJJJJdJJJJdJJJJ EDGE OF SIDEWALK, CURB, PAVING OR WALL. • • D A D • ~ TYPICAL • L~ D • • • • TRIANGULAR SPACING DETAIL NOTTOSCALE C-4338 "' 3: "O C £! a. o> C :;::; C 0 c.. ~ ·5 .0 ., " o> C "i e "O C 0 =fl ::, L -., C 0 0 :,. -~ 0 ~ 0 .s::; ., 0 ., ~ 1-----------------------------,-----------------'----------...------------------------------~--------------------------~--------~-----------------------------l.s;;; PREPARED BY: o a-.-. ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROMTHATWHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNOERGROUND UTILITIES BY CONTRACTING UNDERGROUND SER.VICE ALERT AT a,, LH ff ■ZFFJP'l'---fflPPI! l:Da:lraldl '\TuJD~ [])J9'l!lq]rn Costa Mesa Office: 151 Kalmus Drive, Suite MB 714.641.1300 Phone Costa Mesa, CA92626 714.641.1323 Fax Coachella Valley Office: 78060 Calle Estado 760.580.5165 Phone La Quinta, California 92253 760.564.0369 Fax e-mail: drawings@dvolzdesign.com www.dvolzdesign.com SIGNATURE EXP. 3-31-10 ,;,_,, DATE AS-BUILT PLANS WEST NEWPORT LANDSCAPING PROJECT PLANTING DETAILS 0 ., ID -e 0 a. 3: ., z 1-----~----+--------------------~-----------10 DESIGNED: BCC DRAWN: BCC CITY OF NEWPORT BEACH P-5223-S ~ ,__ _____ ___, c3 CHECKED: GY DATE: 7/29/10 PUBLIC WORKS DEPARTMENT SHEET 8 OF 8 --:- ~------------------------~------------------------~-----------------------------~--------------------------~----~---~-------------------~------~ ;i SYMBOL ABBREVIATIONS (IN ADOltiOW TO GREEN'IIOOK SECT!ON 1-3.2) • POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VAL VE OSCO SANITARY SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ® SANITARY SEWER MANHOLE AC ASPHALT CONCRETE BC BltGIN CURVE ® STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAi. CURVE Ell FIRE KYDRANT BLK BLOCK CATV CABLE TV □WM WATER METER BOX & SERVICE Cl CAST IRON □PB PULL BOX It. CENTERLINE CNB CITY OF NEWPORT BEACH □GM GASMl!TER CL CLASS CLR CLEAR ®WV WATER VALVE C&G CURB ANO GUTTER E EASTIE4.ECTRlC POWER POLE ANCHOR EC END CURVE 6 MONUMENT ECR END CURVE RETURN EVC END VERTICAL CURVE -x-x-x-FENCE EXIST El<JSTING FLG FLANGE BLOCKWALL FE FLANGEOENO .,l(W~•, FL FLOW LINE 'i:::Jji-"1 TREE FM FORCE MAIN ·t :1,-,,<-G GAS CJ0 SHRUBBERY GV GATE VALVE -44,L~.,<,aJ,LL. ASPHALT PAVEMl:NT GB GRADE!IREAK GE GROOVEOENO : : : : : : ;: : : : : : ; : : l!RICKWALK IP&T IRON PlPE ANO TAG LT LEFT I>· · I CONCRETE MAX MAXIMUM ~////LL-CL'./ ;1 MJ MECHANICAL JOINT BUILDING MIN MINIMUM EXISTING CONSTRUCTION NG NATURAL GROUND ----N NORTH ----PROPERTY LINE NTS NOTTO SCALE NO NUMBER NEW CONSTRUCTION OG ORIGINAL GROUND PE PLAIN ENO ---t---CENTERLINE PROP PROPOSED ----S----SEWER LINE PB PULL BOX RCP REINFORCED CONCRETE PIPE -----w------WATERLINE RET RETAINING RT RlGHT ---G---GAS LINE SCH SCHEDULE s SliWER --E--ELECTRICAL LINE sco SEWER CLEANOUT TELEPHONE LINE SMH lll::Wl!R MANHOLE --T SHT SHEET -CATV-CABLEVISION LINE SW SIOEWAtK s SOUTH --SP--SPRINKLER SYSTEM SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE -¢ STREET LIGHT STL STEEL T TELEPHONE CJ SIGN w Wl!ST/WATER WI WITH EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTtlERNCALIFORNIA•EDISON COMPANY ~ (800) 427-2200 (800}611-1911 ~ (800) 624-8153 (800)611-1911 AT&T TELEPHONE COMPANY . CITY OF NEWPORT BEACH UTlLITIES DEPARTMENT TIME WARNER CABLE (949) 2§9-4468 or 611 (949) 644-3011 (1149) 259-4458 or 611 (949) 644-3717 (714) 338-2060 (714) 388-2000 VICIN<ITY MAP NOTTO SCALE ,, ' ettmreers• PUBLIC WORKS DEPARTMENT SITE #1 T~O TO THE POSSIBLE; eXl~i:: OF SNOT KNOWN QR IN A !._-OIOM.'.1:$!',I WHICH IS SHQWN OfiiTH\!!~oR·Jlll N$. THE OONTf'tAOl'()R,f;JttAU,. 1'AkE AIN THE EXACT LOCA~ 'Gt"' ALL lTIE!; 1"RJOR TO tlOING WORK Tl,v.tµ,,.Y ,CH FA<CllrtlM Of';t INTERFERE WITH T1-IE!1'1 s~a Bt;FQR(:i,iaXPAVA,TING, THE QONTRACTQR. ~L ~TI1E L-PQAT!Q~ PF·UNPl,i~ UTll.lT!ee $YJ::;QN"rFtAl>TtN9 \J:NDlccRGRC>UNO SE'~VJC..E'. ALERT AT 8"11 M .\M PUEH, ·• WEST NEWPORT LANDSCAPING PROJECT C-4338 KS OfREClQR R.C:E. NO. 36100- R.C.E. NO. 47961 WEST COAST HIGHWAY LOCATION MAP NOT T-0 SCA.LIE °""'"""' VOlll,y om.., 780$tf9ruta,,~ 76{t580.51f56 ~ne t:.a Otttnta, Catffomia 92253 7611.£64111369 Fax DATE: /-~-,;, H· UTlLl'fiES OlaECTOR GENERAL NOTES 1. ALL WORK [}€TAILED ON THESE PlANS TO BE PERl'ORMEO UNDER CONTRACT SH.Alt BE CONS~UCTEO IN ACCORDANCE WITH THE "STANDARD SPEC!FICATIONS FOR PUBLIC .WQRKS CQNS'l'RUCTJON", 200311:0ITION AND SUPPLEMENTS TO DA TE, EXCEPT AS OTHERVVISE STATED fN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THlS CONTRACT'S SPIEC!Al. PROVISIONS. 2. EXISTfNG UNOERGROUNO UTILll'IES AAE SHOWN AS PER AVAILABLE RIECQROS. THE CONTRACTOR SHALL !'lE RESPONSIBl.E FOR VERJPYING THE ACTUAL LOCATION AW) ELEVATIOl<I IN THE Fll£l.D PR~ TO liEGIM!lln'IG COlilSTRUCTlON. CONTRACTOR SHALL ·BE R!lSPONSl!illE FOR FIBPAIRS TO ANY u:nLlTtES DAMAGED OURlNG SCOPE OF WORK 3. ALL EXPOS:EED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, OlMElllSION, ANO FfNISH TO AOJOlNING IMPROVSMENTS. 4. PC C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALi. ADJUST CITY UTIUT!ES (e.g .. WATER VALVES. ELCTRICAL, STREET UGHT, SCO, SURVEY MONUM6NTS, SEWER Af\10 STORM OAAtlsl MANHQUES}l'RAMES ANO COV~S TO F1!11ISH1i:D GRADE. ALL OTHER U11Ll'l'IES SHALL BE ADJUStEO ro GRADE o!Y OTHE}l.S. 6. PROPOSED PAVEMENT AND CUHS ANO GUTTER SHALL JOIN ANO MATCH UNE AND GR.ADE Of EXlSTJNG lMPROVEMENTS IJ!IILESS NOTED OTHERWISE. LANDSCAPE IMPROVEMENT NOTES 1. EXlSTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS OT¼-IERWISE NOTED IN PLANS. 2. Ttte CONTRACTOR SHALi. ALSO NOTE THAT FlELO MARKINGS Mi>.DE BY VARIOUS UT1LlTIES USING Ul<IOERGROUND SHRVICE ALERT (USA) $:HALL BE CONSIDERED AS IDENT!Fl£D UTILITIES EVEN WHEN THEY ARE NOT SHOWIII ON PLANS. 3. Tl,\1:; CONTRACTORSHALL ASSUME FULL RESPONS~LITY FOR ANY DAMAGES IMPOSED, INTENTIQNALL Y OR ACO(j'.)ENTALL Y, TO .f:XfSllNG IJTILITtES, B\IILDlNGS, OR OTHER AMIBN111ES, OVE TO THE ACTIONS OF THE CONTRACTORS, CONTRACTOR'S flMP.LOYEES ANOJOR CONTRACTOR'S suaCONlRACTOOS . 4, COl4STRUCTION AND INSTA\.LATJON OF' ALL ITEMS WITHIN THESE 000.IJMl;;NTS SHALL REQUIRE CLOSE CQORl'llNATION B1FIWIEIEN TRADES INVOLVE!) IN LlNOER~Ol.lND AMO U-TII.ITY INSTALLATION, AND TREE LOCATION. TH11' CON1"RACTOR•S WORK FOOQE 5HALL CONSIST OF PERSONS SKILLED IN THEIR ~tlE COVERED SY THIS SCOPE OF WORK. APl>l{f;iNTICES AND/OR UN$KllLED LAOORE!l!S SHALL 8IE UNDeR THI£ OIRE;CT SUl>ERV1$10N OF SKILLED TRADESMlEN AT All T!MGS. REFER TO SPECIFICATIONS. 5. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN ANl'J FREE OF EXGtl:SS EQUJPMENT, MATERJALS ANO RUSSISH INCIDENTAL TO HIS WORK ALL RUBBLE, TR;ll,Sl;I, Ofi:6.RIS OR UNWANTED MA TERlAl.S RESULTING FROM DEMOLITION OR CONSTRUCTl0N SHALL Bl:: OISPOSeiD QF fill A LEGAL ANO LAWFIJL MANNER tO AN APPROVED DISPOSAL SITE. IF DEBRIS REA.1AlNS ON $1Tl;-FQ!il MORE THAN 12 HOURS. UNLESS PRE•Al"PROVED SY THE ENGINNER, SUCH DEBRIS SHAl.L l'lER-EMOVEO BY THE CITY At "FH.E e,<PENSE OF' THE CQNtRACTOR 6. THE CONTRACTOR SHALL COORDlt-lA TE AND VERIFY ALL IN-'FIELO l-AYOUT, OlMENSIONING Of WORK, GRADES AND ELEVATIONS, AND WORK SCHIEOOL:6:S UNLESS OTHER\l'i/lSE NOTED. THE CONTRACTOf! SHALL CAffloFULL Y INSPECT THE SITE ANO SHAl,L ~lFY ALL CONDITIONS AW OIM!NSIOMS PRIOR TO l'ROCltEOING Wltli ANY WOf!K UNDER THIS CONTRACT. ANY PtSC.REPANC,IES IN tHESE DOCUMENTS Sr!ALL SESltOUGHT TO THE ATTcNT!ON Of THE ENGINEER. THE C0Nl'RACT-QR SMALL NOT W!LLFUU.Y IMPLEMISNT ANY WORK DeSCRIBlro IN THESE OOCUMENTS WHIOH lS 08\,'IOUSLY JN eRRQ!il, INTERFERES WITH EXISTING SITE FEAtURES, 00 CAl.lSES PROJECT COMPJ.lCA TION OR MMM. THE CONtRACT-OR SAAIJ. ae RESPONSIBLE FOR VtRIFYING THE SCALE OF l'HE 0~-1/1/F!IT'f!tN OlMEt<1$1QNS TAKE: PREFi:ReNCE OVER SCALl!:D DIMENSIONS AND SHALL BE VERIFIED ON TH11' J08 SJTE ANO ANY DISCREPANCY SHALL BE EmOJJQHT 1'0 THE ATTENTION OF THE ENGINEER. 7. THE CONTRACTOR SHALL AT A.LL TIM!oS PR.Ol'ECT HIS WR!< FROM OAMAGlE ANO THEFT ANO REPLACE Al.L DAMAGE!'.) OR STOLlEN PARTS AT l'flS fil(f'fiil\lSli I.INTII.. tHE WORK IS ACC!:if>TIEO IN WlitlttNG BY THE CITY. CQNtAACTOR IS LIABlf FOR ALL 0/™AGE OR INJURY CAUS!iD ev ANY WORK OOSTORAGE Of' MATl':RtAlS ON THE SITE. 8. THE CONTRACTOR SHAl.l BE RESPONSIBLl'c FOR PEMQMLLY \feR!FYIW,ll WITH 'l"ttE ENGINeti'R THAT ALL COPIES OF THE COlllStRUCTION DOCUMENTS ANOSP€CIF!CATIO!iJcSARE CURl'!ENT Ai'IIO Al>PROVi:OfOR CONSTRUCTION. 9. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTIOlll6CHEDUI.E AS REQUESTED BY THE CITY. THE COIIITRACTOR SHALL MAKE !NERY f.FFORT TO AOH!SRE TO TME SCHEDULE AS INCORPQIRAT!ID l!!,11'0 THE CITY ENGINEER'S MASNR SCHEOUL!E. ti-IE CONTAACTOf! SHALL Af>HERE to THE CQNSTRUCtlON S'EOOENCE UN!.ESS NOTIFIED !N WRITING SY THE l!NGl!IIEER. 1 TlTLE SHEET 2 OEMOLlTION PLAN 3 CONSTRUCTION PLAN 4 CONSTRUCTlONOETAlLS 5 IRR-IGATlON PLAN 6 lMIGATION IJETA-ll.S 7 PLANTING Pl.AN 8 PLANTING DETAILS TRIS:LEEI\Cll:~ SEMIOR CM\..alG!NllER DATE 1./y-l,. i....::::.,:;..::.:;;;:;::;::~t:::===-J----------------------.-------........J0 ..... ,,"l'Wln____ t , L OE$!®NBO: acc DRAWN: ace c,rv oF NEWPORT BEACH _P_._s_2_23 __ • ~_s_~ L _____________________ _J_ _____________________ L _________ ,.__, _____ n--------------------L-------LDA.:..TE::. ::;\~1::'.!t'.::!--'F>t:·· •• ::::==-..1.-DA_,E..:::·:!'r=~=f='===-..1.CH!'!-•-Ci(_e_o_, _!G~YLo_A_TE_: _!!11\llll!!!j. lllll!!J!. L ____ P.:::.U.:::.8.:::.L':..:.c_w..:,o.:..· ....:RK....:· ·.:.S.:O.:E.:.P.:..A.:..R_TM_.· ...:.E_N_r ___ L.sw.:·::..T-..-!1.......:0F_.,;8::::._· ....Ji W:\City of Newport Beach\Seashore Drive\$construction draw1ngs\$COVER. SHEET.dwg, 12/24/2009 3:50:30 AM, HP Destgr1Jet 500 42 by HP.pt3 ITEMS TO PROTECT IN PLACE (D SIDEWALK ® CONCRETE CURB CD IRRIGATION MAINLINE DEMOLJTlON NOTES REMoVE ANO OlSP0$1i! 0¥ 1Hla FOLI..OWll«'.l ITEMS: KEV DESCRIPTION @-WOOD POOT ANO CHAIN BARRIER @-VERTICAL COl'ICRETE CURB CUT (SEE DETAIL, THIS SHEET) ©-CONCRETE CUR&(SEE DETAIL THIS SHEET) @-AC REMOVAL (ffEMOVE AC PAVING, BASE ANO SUBBASE TO A DEPTH OF 1') DEMOLITION LEGEND SYM80l DESCRIPTION REMOVE ANO DISPOSE OF CONCRETE FLATWORK. LIMITS OF CLEAR AND GRUB. REMOVALS INCLUDE, BUT ARE NOT LIMl'.i"ED TO, IRRtGATION HEADS, IRRIGATlON LATERALS, IRRtGATION VALVES, VALVE BOXES, QUICK COUPLERS, TREes, SHURBS GROUND COVERS. IRRIGATION.MAINLINE ANO CONTROL WIRES TO BE PROTECTED IN PLACE. REMOVE AND DISPOSE OF CONCRETE CURB ANO ASPHALT PAVING. VERTICAL CUR8 CUT CURB RIEMOVAI.. -~ AC PAVING REMOVAL •~1~t.:0T •• ~,t-12·-EXISTING AC PAV!$ PROTECT IN PLi><C:! EXISTIN<i>AC PAVING~ ... PROTECT IN PLACE "-x ACPAVINQ-, REMOVAL EXISTING CURB VERTICAL CURB CUT AT 136° CHAMFER SECTION NTS CURB REMOVAL CURB CUT I AC PAVtNG REMOVAL DETAIL SITE#1 I 12" s- SITE # 1 5-- SITE #2 i i --s BEST MANAGEMENT PRACTICES CONSTRUCTION SITE SHALL SE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF iHE SrTE. DIOOHARGfS OF MATERIAL OTHER lltAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF COMSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE 0"'1 CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARDS; CAUSE OR iHREA TEN TO CAUSE POLLLfflON, CONTAMINATION, OR NUII,ANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTA!llLE UNOfzR F!i!OIERAL REGULATIONS 40 CFR PARTS 117 AND 302. POTENTIAL POLLUTAMTSINCLUDE.BUT ARIE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES. PESilClOES, HERBfCIDES, WOOD PRESERVATIVES ANOSOtVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMfNTS; FUELS, Otl,S, LUS~CANTS, AMO HYDRAULIC RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUI.PMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DfTERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; ANO SUPER CHLORINATED POTABLE WATER LINE FLUSHINGS. --s ---s Scale: 1" = 20'·0" ~§4·, l \.i @L,,;,@,%W-&¥6%WJ 0 5' 10' 20' 40' O> !: 'O C: 0 a. z 0 '::; 0 ::E w Cl ... / rn O> C ·3 e 'O C 0 ~ ~ C 0 0 ... / -~ 0 DL/Rff\JG CONSTRUCTION, OJ.$POSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY SEPARAiED FROM POTENilAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND ~ VI c I N ITV MAP N.T.S. FEDEAALREQUIREMENTS. l -------------------------------------------------------------------------------------------------------------C_-4_3_3_8_~ PREPMEO SY: g WEST NEWPORT LANDSCAPING PROJECT c8 ATTEi,NTIQN IS DIRil::C:TJ~O TO THE P0$8!8LE EXt,STieNCS OF UN0~$ROUN0 FACILll'IE&l\101" KNOWN Oft lf'.J'A Lqcft,TION DIPPCiAl.i.HT f<AOM l'HAT WHfCH IS SHOWN" ON ·'t'!'ff'; Pl.ANS-OR IN Ttil'; ~~ PROVlS10N's\. THE COOT~,:i: ~AJ.,L T'A_t(J!: ST~Ps TO ASCMTAlN THe eAAcT !--OCATlqN OF ALL ~~f~~~~~~~~!:fi~:v~ laEFQRE Dc::A,VATft'G. THE q:,)NTRACTQR&-iALL VEAJPY TI,tt: 1,0Q,•,:t!Ott OF UNO.SMF«>UNO µ111.tTJE'.8 B'Y~TING UN~GROUNO $ERVJCiE; ALE.Fl"'t' A"t a>t-'1 Ooaohetla Vafl'ey Offioo: 70060 Calle ilstado La Quinta, O.ali'fbmia 9.2.253 714.641-. 1300 ~ 714.641-.1323-fax 700,5$0.S't'® Pftooo 760:SM.0369 fi.lX e-mail: dtawiflgs@dv-lJ!tdesign.cotn www .dvoJz:destgru:::orn DEMOLITION PLAN t:'. 0 a. !: " z f------,-----+---------------------,-------10 DESIGNED: DRAWN: p 5223 S BCC BCC CITY OF NEWPORT BEACH --~ CHECKED: DATE: PUBLIC WORKS DEPARTMENT r-S-H-EE_T_2 __ 0F_8_9, '-------------------------'------'--------------------''------------------------------'---------------------------'----.;;.GY;..i_ __ .;.;10/;.;;;8/09.;:..;;.J.. __________________ __. ______ _,;i:' W:\City of Newport Beach\Seashore Drive\$construction drawings\$DEMOLITION pian.dwg, 12/24/2009 8:52:07 AM, HP DesignJet 500 42 by HP.pc3 I CONSTRUCTION MATERIALS SCHEDULE SYMBOL KEY HARDSCAPE / PAVING MATERIAL & MODEL# MANUFACTURER COLOR FIN1SH rK ';i; I'( ® INTERLOCKING CONCRETE PAVER$ ANf!QUE KOBBLE • 6 CM THICK ACKER-STONE BUFF TAN PEWTER FLATTOP TI.r,'· ·BLOCK SIZE • 5.5"x5.5" & 8.25"X5.5" (800) 258-0047 Hi;AA!NGBONE ,_,' ' <..' '" ' ' ® 6' W!OE CONCRETE BAND PORTLAND CEMENT NJA NJA W2DIUM$1iiOOM CLASS 560-C-3250 ® CURB WALL and CAP GRAVEL WALL WITH CAP ACKER.STONE CHARCOAL MOWN BUFF (800) 2§8-0047 1§1 ® PARKING PAY STATION BASE PERCITY PER CITY NIA rt/A ••.::,t1:::.:::,:.x·, ® ASPHALT REPAIR ASPHALT: C2-PG-6'4-10 NIA rt/A NIA (PATCH BACK) BASE: B.PG-<>4-10 0 CONCRETE CURB PORTLAND CEMENT NIA NIA M!:ffll./M ll'ROOM CLASS 55()..C.3250 Flf,/ISHED GRADE / CURB WALL EXISTING Gl'W)E r 2" FREE80ARO AT CURB I I EXISTING CURB ~<::..t. _ _-__:_--:.;:::.;---- NOTES: EX!SffiG EXISTING LANDSCAPE AREA GRAD/NS TYPICAL IN ALL PLANTER EXISTING STREET SIQl;W,•,uc LANDSCAPE AREA PARKING LOT SPACE EXC$F'T FOR THE AREA SHOWN If,/ SECTION 'D-D' ..C.....--------.....,,,----==..::::.c.....-,,1<-----'----'----..ic-..:-c.:;..:;=..:.;:.::.::..:. SECTION I I A-A CURS WALL INTERLOCKING CONCRETE PAVER$ MATCH ELEVATION (TYf'.) CUT AND AND Rl!:POORl!:O CONCRETE CURB NOTES: EX!$TING EXISTING WALKWAY TYf>ICAL IN ALL LOCATIONS WHl:Rl:l _E_X_IS_T_IN_G_S_T_R_EE_T+--'S"'IPE;;.:· =cWAL.;:.·,;;;:'c,;;K_+ ____ w_AL_KW_A_Y ____ .,,,,...,;,.;P.Ac;;R.:cK"'ING..:..::;.,L::,:O:;.;.T OURe CltTS OCCUR SECTION 'B·B' CURB WALL INTERLOCKING CONCRETE PAVER$ MATCH ELEVATION (TYP.) EXISTING CURB NOTES: NTS NTS EXISTINl:ll EXISTING WAL';(Y>;AY TYPICAL IN ALL LOCATIONS ...:EXl=S::.:Tl...:N...:G:...:S:..:TR...:·...:IIE::.T'-,,f,---'S,::;11:)::::B::.:W,::.ALK.::,::.:· _7 :,.._ _____ ....;W...:A..::L:.:.:KW:.:.::.;AY.:.._ ______ -,,jL.:..PAR:.::.,::K.:::INc::G=LO::..T:..... WHERE CURil CUTS 00 NOT OCCUR SECTION 'c ... c 1 EXISTING STREET EXISTING SlOl:WA!.K ,---2" FREEBOARD AT CURB MIN. EXISTING CURB EXISTING PARKING I.OT SECTION 1D-D1 I SITE #1 NTS . . ' WEST COAS~ HlGHWAY SITE #2 I DETAIL/ SHEET NO. OETM.C, $11EE1'4 OOTAILD, $H!Et.4 {)!;iAtL A, !l, E !lHEEH OETAILG SttSIT4 OOTAII. F Slll;l'T4 llETAII.F, Sli!i£T4 SITE # 1 PA PA TRASH RECEPTJ\C!.I! PROVIDED BY OTHl!RS (TYP.) 3' 4'-2' TRASH RECEPTACLE PROVIDED BY OTHERS (TYP.) PA -------r 11' --+--15' -+------57'-8" ----11' ---29'-2" +-----47'-10" SITE #2 ~If Rll;Ql!PTACLE PROVIDED 13,Y OTi'IW~TYP.) 3' 4' TYP. TYP. PA I ____ __....s· I 66'-3"-115••-+-------+-------96'-4" --------+----1,,...-------65'-11" ------t--15' SITE #3 PLAN SYMBOLS AND ABBREVATtON$ Q --TRASH RECEPTACLE -PROVIDSD B'r' 01'H8R$ flA -PIJiliTIN(J AReA Isl -M~NG PAY STATION CONSTRUCTION LAYOUT NOTES I ' 1. THE LAYOUT, ALIGNMENT AND PLACEMENT OF ALL LA#OSCAPE IMPROVEMENTS INCLUblNG, BUT NOT LIMITED TO, THE CONCRETE INTERLOCK.ING PAVERS, CONCRETE BANDS ANO CURB WALLS SHALL BE FIELD IDENTIFIED PRIOR TO CONSTRUCTION. fF REQUESTED, AN ELETRONlC (CAD) FtlE BASE WITH IMPROVEMENTS WILL BE PROVlOEOTO THE CONTRACTOR FOR CONSTRUCTION STAKING PURPOSES. 2. THE FINAL LAYOUT, it>,UGNMEN'f AND PLACEMENT OF THE LANDSCAPE IMPROVEMENTS sHALt] BE REVIEWED AND APPROVED BY THE CITY'S ENGINEER OR AUTHORIZED REPRESENTATIVE. AND IF NECESSARY MAKE ADJUSTMENTS PRIOR;To CONSTRUCTION. I 3. THE LAYOUT, ALIGNMENT OR PLACEMENT OF THESE IMPROVEMENTS SHALL BE IDENTIFIED USING WOODEN STAKES, FLAGS, CHALK OR MARKING PAINT P•RIOR TO THE ENGINEER'S REVIEW AND APPROVAL. Scafe: 1" = 20'..o'' 0 5' 10' 20' 40' O> ;t 'O C: 0 0. C: 0 .;; u 2 ;;; C: 0 ~ C 'j e 'O C: 0 .;; u 2 1n C: ! ., .1! ~ Cl ~ 0 .c ., 0 ~ !-------------~----------i~~DBY:--------------:::_:;~~-----------~---~-~==-::==~~:::=-:-==-==-=~l.co I PREP MED BY: WEST NEWPORT LANDSCAPING PROJECT j VICINITY MAP N.T.S. 81111 • '' m:::...._ filID'illldil ~ ~ Costa Mesa 'C>fflee; f5tKalrnusOtive-,SutteM8-714.641.-13:QO Phof:le Costalitffa, CA92526 714.641.1323 Fax Coaohe\ki V:alleyOffu;i&: 10060 Calle~ 760,58().Sf'Q!ii Phone La QIJlnia, Cal!fOtni.a 92253 760.564.0000 Fax e-mait ~IZdet-i{Jff,com www.dvolzdoslgn.com CONSTRUCTION PLAN i ~ z ------.-----+---------------------r------~'o DESIGNED: BCC DRAWN BCC CITY OF NEWPORT BEACH P-5223-S .;;, CHECKED: DATE: PUBLIC WORKS DEPARTMENT t-s-H-EE_T_3 __ oF-8--;9-GY 10/8109 •• .._ __________________________ ..__ ________ ._;.. _______________ ...... ___________________ ~----------.....L----------------------------....... ---.....;.;.J-. __ ...;,,;;.;;;,;,;;.i...... ____________________ .._ ______ .... ~ W:\City of Newport Beach\Seashore Drive\$construction drawings\$construction plan.dwg, 12/24/2009 8:53:49 AM, HP DesignJet 500 42 by HP.pc3 C 5 MATCfl ELEV. CONSTRUCTION NOTl±S: LEGEND 0 CONCRETE INTERLOCKING PAVER$ PER CONSTRUCTION LAYOUT PLAN. PAVER$ TO BE 60 MM DEPTH IN PEDESTRIAN ONl Y AREAS. 0 0 0 0 0 0 NOT USED. 1" THICK MAX DENSIFJED BEDDING SAND PER SPECIFICA TJONS. 8" MIN COMPACTED 3/4" CLASS 2 BASE PER SPECIFICATIONS. 1/8" POLY SAND FILLED JOINT. INSTALL PER SPECIFICATIONS. 90% COMPACTED SUSGRAOE. CONCRETE CURS WHERE OCCURS. 1. THE CONTRACTOR SHALL PROVIDE SAMPLES OF PAYERS FOR REVIEW ANO APPROVAL TO THE CITY REPRESe.MTATIVE PRIOR TO INSTALLATION. 2. REFER TO CONSTRUCTION PLAN FOR PAV!SR COLOR, SIZE, ANO PATTERN. 3. ALL CONCREl'E PAVER$ ANO SANO JOINTS SHALL BE SEALED WITH SB-1300 JOINT STABILIZER SEALER AS MANUFACTURED BY SUREBONO OR APPROVEO EQUAL. PREPAR!E SURFACE AND APPLY SEALER AS SPECIFIED BY THE MANUFACTURER. LEDEND: 0 0 © 0 8''X4"X8" PRE-ENGINEERED INTERLOCKING CURB WALL PER CONSTRUCTION PLAN. 10"X2"X12" GARDEN WALL CAP. ATTACH TO WALL WITH SVREBONE).f'AVER BOND GLUE - OR EQUAL. $" HT. CONC!<l2Tt SAse 1$" LONG 114 GALVANIZED BAR@ 16" 0.C. V!:RTICAL THRU PIN CELL. GROUT ALL PIN CELLS SOLID. FILL GAPS BETWEEM HAROSCAPE AND WALL WITH POLY SAND. 90% COMPACTED SU!IGRAOE. NOTE MITER 00TH FACES OF ADJOINING BLOCK WHeR!e CO~ERS OCCUR. ADJACENT SlOEWALKlf'AvtNG CONCRETE INTERLOCKING PAVERS SCALE:t•~1•-0· B PRE-ENGINEERED INTERLOCKING CURB WALL -- 4 4 4 3' ~ " LEGEND 0 PAY STATION BY OTHa'l$ NOTES: 1. EXISTING SIDEWALK WITH FALLING GRADE. 2. CURB WALL TO MAINTAIN LEVEL ELEVATION ACROSS LENGTH WtTH A MINIMUM HEIGHT Of 12" ANO A MAXIMUM HEIGHT OF 16" Ali!OVE EXISTING SIDEWALK. 3. CURe WALL STEP WHERE NEEDED. EQUALLY SPACi STEP IN WALL ACROSS LENGTH OF WALL. 4. 10''X2"X12'' GARDEN WALL CAP. ATTACH TO WALL WITH SUREOONO-PA\/ERBOMO OR EQUAL. SAWCUT AND MITER CAP WHERE NEEDED. 5. 8"X4''X!l" PRE-ENGINEERED CURB WALL PER CONSTRUCTION PLAN. WALL HEIGHT TO MATCH ON EITHER 2 SIDE Cl" AAOPOS!m WALKWAYS 1--.....,, TYPICAL WALL PROFtLE NOTTO SCALE \ .,,,... ___ 16" ----;If" SECTION SECTION 2" = 1 '-0" NOTE: CONTRACTOR TO START WALL AT 12" ABOVE EXISTING SIDEWALK HIGH AT THE HIGH END OF THE PROJECT AND EVENLY SPACE STEPS IN WALL AS SPECl!'IED. SCALE AS SHOWN PROPOSED FINISH GRADE OF MOUNDED SOIL PER PLAN ~-EXISTING S01t TOPOF~ CURB --- - - ADJACENT---~ SIDEWALK/PAVING 4· <I <J 4 LEDENO: 711 I 1ml 1ml l,rr. 0 8"X4"X8" PRE-ENGINEERED CURB WALL PE~ I I -I 11 111 I • 4 1i • CONSTRUCTION PLAN. ----= I 11 111 • . • . . . .. 0 10"X2"X12" GARDEN WALL CAP. ATTACH TO -1 11-. . <J • WALL WITH SUREOOND-PAVERBOND OR • -1 _____ I_· -1_==1-l l_==I I I-, 1 ,-=-I l-111-I 0 0 © EQUAL. SAWCUT AND MITER CAP WHERE -I I NEEDED. 3 ' 11 -11 1=-1 I ' 6" HT. CONCRETE BASE 90% COMPACTED SUBGRADE. MITER CORNERS WHERE NEEDED TO CONSTRUCT WALL TURNS AND ENDS. SECTION SCALE:2"=1'.if A CURB WALL END SCALE: 2" = 1'-0" D FINISH SURFACE CONCRETE BAND 8" SECTION FINISH GRADE LEGEND: 0 0 © 0 0 CONCRETE CURB. COLOR AND FINISH PER CONSTRUCTION MATERIALS SCHEDULE ON SHEET 3. 1/2" RADIUS BOTH SIDES 90% COMPACTED SUBGRADE FILL GAPS BETWEEN HARDSCAPE AND WALL WITH POLY SAND. CONTINUOS EPOXY COATED #4 BAR CEMTER IN SLAB 3" FROM BOTTOM. N.T.S. 0 :~~~~i~SKIRTANDSOLTCONNECTtONS E WALL STEP 1---"------.:..----------------------~-----------------'· GOl'lCRETt PAO 3 -11'4 SAR$ EACHWAY PROPOSED CURB WALL 90% COMPACTED SUBGRAOE PAVl:RS t"ER PLAN LEGEND: 0 12" THICK AC PAVING REPAIR (PATCH BACK) 0 NOTUSED 0 CONCRETE CURB 0 MOTUSED MATCHE EV.• 12" PLANTER AREA CURl3 -., ll 'fTT~ t r-==111-rm:'i 71/m_,_ . .,___~~~~~ 0 00% COMPACTED SUBGRADE 0 lliXISllNG CONCRETE CURB 1~--r--- ·r1_-, ·_1 • • ==1 == I == I ==i 11:.::- s· • ' ,-1 11==1 I i==i 11=--· ' 12· 111 . 4 • .. 4 • • j~ I I I L" ~ -.!; ..;!. ~ 0 114" RADIUS OM CONCRtTE CURB EDGES 0 1 /4" MAX. ELEVATION DIFFER!:NCE BETWEEN ASPAHL T AND CONCRETE CURB 0 PAVING PER PLAN G l!;XISTING AC PAVING AND BASE 4 4 4 Ll " Ll • -+=i-1;;:;;.~R=f.7;:;;,t::'.il,~-l~l ..;.l_/'.,-,·,c::_l.,;...I i=--'i"rr. ,.:.:I !~IA, j:..,.:.1-1~;4..,JJ~:j,ffGf/fl I fjl Lo_!;;,.:/ l~~I .::.::;::;_~ 6 ;if 2'-4" , SECTION PLAN ~ FRONT _g 1---.-------------------------------------------f..,.._.,,-,---------------------------------------------------------------------------------------;r-:------igJ G PARKING PAY STATION SCALE:t'•NJ' F CONCRETE CUR8 ANO ASPHALT REPAJR N.T.S, C-4338 ~ 1-.:::....1-...:...;;...;;._;_;;.;.:...:..=_;_~..;:_..;:_:..;...:..;.....::..,;..;.. ________ ...,.. ___________________ --4 __ -4-; __ ......,~~..,.,....,_;;.-;.._ ...... ;..__;..__;.._..,......._;..__.;.._;..___, ___ ;~3;.:_---r---------------------------r---------r--------------------------'-------i-5 PREPARE'.D SY: ED~ ~ ~ _ .re WEST NEWPORT LANDSCAPING PROJECT j N 81111 A ~N-TtON IS QIReoTEQ TO THE POSS$LJ5 EXtSTl:SNOi.-OF ONtfi,:Fki,F!IQUNO, FACILITIES NOT KNOWN OR l"'! A t..Ot;Wt/ON Olf'f'EA.l':lNT !;'ROM THAT WHICH\$ $HOWN ON THE f"I..AN0 OJ't IN THE SPEO}Al-f:'RO\IISIONS. THE,COt-tTRACY'OASflALL TA,l(E STEPS TO A,-$¢$1ltTAIN THI,!: fe.XAc-t-LOCATl()N. OF A.LL ~11\10-l"AOU.tties f"R~R ,T◊ OO!NGONOA:l< mA't MA'r' DAMAGE SUCH FACIUTtES OR INTERFflfte WITH THEIR sawtel;:. SEFOfU,, 1$(0AVA TJNG, TtfE COf'(tAACTOR. $HALL VERIFY THE LOCATION OF UNDfiRGR:OUNb UTILITit!'.$ 15¥ CONTRACTING UNOE~OUNO SEAVJOE ALE:RT AT B-t-f , en:t11ereeW1:Em,m,e f~===-•MS 714'"'1•1300l'hone CONSTRUCTION DETAILS l CO$taM&sa,CA&24:i26 714.641.1323 Fax ;:,, Caachefla Valley Office: ~ DESIGNED: DRAWN: BE H P 5223 S e-maild<awmgs@dvo-•'""' BCC BCC CITY OF NEWPORT AC --£ 78060 Catie i:st!tdo 700Ji80.5165 f)hone la Quinta, Cal:ifum.!a 92263 760.564.0369 Fax J..----~-----+--------------------,-------10 www.dvQlldesign:oom 1---------t S L----------------------...J..-----------------------i----------------------------11--------------------------'-c_HE_c_KE_o_, ...;G~Y....._DA_TE_:__:,10::,:/aJ::..:;00:.1-____ P_u_s_u_c_w_o_R_K_s_□_E_P_A_R_T_M_E_N_T ___ _..._sH_E_ET_4_o_F_8__,i W:\City of Newport Beach\Seashore Drive\$construction drawings\$Details.dwg, 12/24/2009 8:55:13 AM, HP DesignJet 500 42 by HP.pc3 I IRRIGATION LEGEND SPRAYS & BUBBLERS SYMBOL SYMBOL H T Q MANUFACTURER/ MODEL RAD BODY H T Q PSI ao· 150° 120° 90° 60' DESCRIPTION 180° 150" 1.20.' so· eo• (!) ~ e iii Ill TORO 5' "O" NOZZLE 5' 570ZPRX SER!ES SPRAY .14 .11 .00 .06 .04 30 PRECISION SERIES SPRAY 12" POP-UP (I) ~ i '1 i TORO 8' "O" NOZZLE 8' 570ZPRX SERIES SPRAY .33 .27 .22 .17 .11 30 PRECISION SERIES SPRAY 12" POP-UP ® ,ii Ill ~ it. TORO 1 O' "O" NOZZLE 10' 570zPRX SERIES SPRAY .51 .43 .34 .23 .17 30 PRECISION SERIES SPRAY 12" POP-UP V y y w ';' TORO 15' "O" NOZZLE 15' 570ZPRX SERIES SPRAY 1.1€ .96 .77 .58 .39 30 PRl:ECISlON SERIES SPRAY 12" POP-UP ~ TORO SPECIAL PATTERN 2'x6' 570ZPRX SERIES SPRAY .06 30 PRECISION SERIES SPRAY "O" NOZZLE 2X6 SST 6" POP-UP lilt TORO SPECIAL PATTERN 2'x3' 570lPRX SERtES SPRAY .03 30 PRECl$10N SERlES SPRAY "O" NOZZLE 2X3 RCS 6" POP-U:P di TORO SPECIAL PATTERN 2'x3' 570lPRX S.ERIES $PRAY .03 30 PRECISION $.ERIES SPRAY "O" NOZZLE 2X3 LCS 6" P'OP·UP RAINBIRD -ROOT ZONE RWS-M-B-C 1404 NIA RWS-M'-B-C 1.00 30 • WATERING SYSTEM MISC. MATERIAL SYMBOL MANUF=ACTURERI COMMENTS OfTAfl DESCRlPTtf'IN s GRISWOlO • AUTOMATtC VALVE SIZE PER PLAN -INSTALL lN DETAU. 'B' OW SERIIES CONTROL VAL VE SUBTERRANEAN 12"x18" VALVE BOX SHEET6 0 RAINBIRO -QUICK-COUPLER INSTALL IN10" ROUND DETAIL 'D' 44-LRC 1" QUICK CO~R WITH VINYL COVl:R SUBTERRANEAN VALVE SOX SHEETS 11-4 MATCO-SALL VALVE INSTALL IN SUBTERRANEAN 12"x18" DETAIL 'I"' 754 SfFHES f'lJll PORT VALVE BOX SHEETS ---------""' EXISTING 2" PR!i:SSURE MAINUNE PROTECT IN PLACE LATERAL-SIZE PER PLAN SCHEDULE 40 PVC DETAtl 'H' SHEETo --=•====::==-PlPE SLEEVE • tNST ALL WHERE MAINLIJ'r'.t.E ANO $.HCEOULE 40 PVC Pf PE TWICE THE 0ETA1L •c• LATERALS PASS UNDER PAVED SURFACES DIAM.ETER OF THE PIPE l!l'EING SLEEVED SHEET6 /CONTROLLER STATION PIPE SJZfNG LEGEND .------ A15 '2!' 2-0.1 VALVE SIZE GALLONS PER MINUTE NOTES: 1. PLACE ALL VALV!ES 1N GREEN PLASTIC VALVE BOXES PROVIOOO EIY CARSON BROOKS. QUICK COUPLERS SHA!.L B£ PlACEO IN GREEN ROUND VALVE BOXES. 2. PROVIOE 3 SETS OF COLOR COOl!O SCHEMATIC$ INCASED 1N "HEAVY GAUGE" CLEARPLASTIC FOR IRRIGATION. 3. PROVl'O{i 3.Kl5YS FOR QUICK COUPLERS. 4. SEE IRRIGATION NOTl:S ANO DETAILS ON SHEET 6. SITE #1 I VICINITY MAP A 13 C 3/11." SCH 40 PVC 1" SCH 40 PVC 1-1/4" SCH 40 PVC d .. • i),\ I LI L'C: 1-(,') !··- ( ) l~i J I SITE# 1 I' SITE #2 SITE: #3 SITE #3 N.T.S. EXISTING MAINLINE IS SHOWN DIAGRAMATIC. ACTUAL LOCATION IS IN PLANTER BEH!NO SIDEWALK. VERIFY EXACT LOCATION AND SIZE WITH ENGINEER. A1 A2 ' 1112" 22.00 11/2" 22.26 Nl?W AUl'OMATIC VAl VES AND QUICK COUPlERS TO BE TIEO INTO EXISTING MAINLINE (TYP.) \ I \ A6 1112' 13.00 1112" 20.55 \ --\ EXISTING MAINLINE IS SHOWN DIAGRAMATIC. '\ \ ACTUAL LOCATION IS IN PLANTER BEHIND SIDEWALK. \ VERIFY EXACT LOCATION AND SIZE WITH ENGINEER. A3 A4 ,,, -~-~ 1112" 26.58 11/2' 18.00 NEW AUTOMATIC VALVES AND QUICK COUPLERS TO BE TIED INTO EXISTING MAINLINE (TYP.) AODfrtVE ITEM: ~-----, CONTRACTOR TO TIE INTO EXITING IRRIGATION /1 , \. SYSRBM TO PROVIDE IRRIGATION TO PROPOSED 1----1;'~- METROSIOEROS TO THE SATISFACTION OF THE / ENGINEER. -' NEW AUTOMATIC VALVES AND QUICK COUPLERS TO 8Ji; TtEO INTO EXISTING MAINLINE (TYP.) EXISTING MAINLINE IS SHOWN DIAGRAMATIC. ACTUAL LOCATION IS IN PLANTER BEHIND SIDEWALK. VERIFY EXACT LOCATION ANO SIZE WITH ENGINEEiR Scale: 1" = 20'-0" 0 5' 10' 20' 40' ~ 0 .c ., 0 C-4338 ~ --------------------------------------------------------------------....... ------------------------------------------------------------------------------1~ F'REPAAEO 8Y: 0 A TTC.m10N JS D!RECT?:tb TO THG F>OSSIB4.E EXf$TENCf.a OF UNDEl'«tRQUND FACIUTIEB NOT KNOWN'CR. IN A LOCATION O!Ff'EA;ljITT ~ THAT WHlCH·I$-SHOWN ON-TH1:: PLAN$ dR IN l'H_E SPl!':CIAi.. PAOVl$1QNS. 'ti't:E ~CTQA:JSHALL T'AKE STEP$ TO ASC:ER'l'AIN THE .EXACT LOCATION OF ALL UNOEROROUNO FAClUllES PRIOR. TOPOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THE!l't SERVJCS. elaf'OJitE EXCAVATING:, THE COHTRACH':>R. SHALL VERIFY. THE LOOA'tlON OFUNDEl't-GR.OUN& UTILl1'11:i'.S pY C.Q»TAAC't!NU VNOi'ER;GROUNO SERV1CE ALEl::FtT AT B'f 'f man 1ewer:n,rene • • Co.ad'leHa lh!Uey Office: 1aoeo. CaHo t'stado 760.58();5165 Phone La Quinta, California 92253 760.564.0369 Fax e-mail: drawings@tlvclzdeSlgn.com www.dvolzdesign.oorn WEST NEWPORT .LANDSCAPING PROJECT j IRRIGATION PLAN t'. &. t z ----~----+--------------------T"""--------10 DESIGNED, sec DRAWN= sec c1rv oF NEWPORT BEACH _P_-s_2_2_3_-_s___, 5 CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 5 OF 8 ./ ~ ~ ~ ...._ ________________________ ~ ________________________ _._ ________________________________ .___ __________________________ ...._ ____ ...._ _________________________ ~-------=- W:\City of Newport Beach\Seashore Drive\$construction drawings\$irrtgation plan.dwg, 12/24/2009 8:56:01 AM, HP DesignJet 500 42 by HP.pc3 ~-----FINISHED GRADE IN TURF AREAS CARSON INDUSTRIES #90-128 ROUND BOX ~~~?JlfJr~~~~ ~~t¥~J~~ tlJ6HJAiJe~wN BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "PB" ONTO LID IN 2" LETTERS. ~-36" WIRE EXPANSION LOOP TYPICAL. FtNISHED GRADE IN SHRUB AREAS FINISHED GRADE 7 CARSON INDUSTRIES #00-128 ROUND BOX PLASTIC VALVE BOX 10" RN0. WI LOCKAf3LE LID COLOR: GREEN ~--LANOSCAPE FASRfC 90% CLEAN BACKFllL AS REQUIRED. UNDISTURBED SOIL~ ...... ....,... MAtll.lllNE AND CONiROL ------4lli~+-l=li~MM½½-½'~ ill 36m WJRES IN SCH 40 St.EEVES LATERAL LINES IN---.-...;;~~~~U SCH 40 SLEEVE :ffi= - 11 l 1---l m NOTE:HEAT BRAND 'RCV' AND CONlROLLER NUMSER ON LID IN 2" LETIERS PVC LATERAL-ANGlE:-..., TO SPEClflED QEPTH FEMALE ADAPTE • WITH 45 OEGREE ELLS. PLASTIC VALVE BOX 12" RECT. WI LOCKABLE LID COLOR: GREEN -.----------POP-UP SPRINKLER HEAD SEE LEGEND FOR SPECIFICATION ON SHEET 5 !~-----FINISHED GRADE TOP 11/2" W/ F.G. IN TURF AREAS TOP 1/2" ABOVE F.G. IN SHRUB AREAS ist~sJ===b== ,,--SCH. 80 NIPPLE, LENGTH AS REQUIRED r--1 MARLEX STREET ELL AND 1 PVC THREAOED ELL (90) --SCH. 60 NIPPLI!! (6" MINIMUM) --MARLEX STREET ELL OUT OF LATERAL LINE FITTING ,,--LATeRAL LINE, DEPTH AS SPECIFIED IN 'H' THIS SHEET BFUCK $1.JPPORlS-.........., (4 REQ'O) ....,_..,.....,.._~-BRASS SWING JOINT ASSEM8t.. Y m~ >-11.:b:,=IN. m l~':'ftf:t::f-rtt::15rtt:+f-lf 1::::: w:J SCH SO PVC Nlf>PLE (TVP.)--' 'J/4" C~USHEED GAAVEL---..., 112" D!EP HEAD TO BE INSTALLED: 2" FROM ALL CURBING ::::::=::::J-PVC ELECTRiCAL SWEEP IF INStALLEO IN CONDUIT 3 CU. FT. CAUSHED GRAV£;!---' 36" REBAR STAKii------ Cl.....--t:.~J..-.........0 MAINLINE 4" FROM ALL WALKWAYS MIRAFt t80N ftAeruC LANl)SCAPE: FABRfC (OR EQUAL}---' ,.__---~---LANDSCAP!i: FABRIC '---------3f4• ROCK, 3 CUBIC FT. NO't".E: HEAT 6AAND 'QC' ON LIO tll.l 2" LETTERS SCHSOPVC UNION---------' BRICK SUPPORTS------------' {4REQ'O) MAINLlNE----------------__.J E PULL BOX NTS D QUICK COUPLER NlS C SLEEVE J·MSTALLATION B REMOTE CONTROL VALVE NTS A POP-UP SPRINKLER ' ~ : I I I . - (D NOTU$EO - - (D RAINBIRD !WliBLER. • • @ PVC R!SER • SCH. 80 0 PVC LATERAL PER PLAN. ® FINISH GRADE © WATER1NG $t.1;1f2VE PER IR:RfGATION LEGEND -l - - l - 1111- - '-~, \.. I TREE BUBBLER GENERAL IRRlGA TION NOTES 1. It is the responslbi#ly <>f the ifrige!lon cootract,er to famllil>rize llimlielf Witll an gra<le dil!er~. ~ of watt. retaining wells, strt:1¢tu1'lll and utilities. r~ C!)nt,actqr sMII repair or ~. at mo al1tliltOTtal c;os1 Ip the City, all items clafll!lget'I by his work. The Contrac!<>r sllallcoordinela hiS wOfk wiffl other Mntra<llors tor the locati<lh and installation of pipe sleeves <Ind lateral$ through wall•. under roadw;1ys an<:I paving, etc. 2. the Contr,jciqr sllall not wttlfulf¥ in$lal! tile irrigalion system as shOwn on th!! d~ when it iS ol>l/iou$ in tlile fiekl !!\al unknown obstruotions., gfll:(le dlff!>l'8El,;:8S, or ~s lo ·tile -dime~ emt Will migllt n'lt have b;,et1 a$:lre$$ed in the design ofthe irriliJ91ion sysm. $tiCh obS!ruclions. 0r ~ $hail be brought to lite attentlGl1 of ltle Cllj' Enginw,. In ltle event this llolifical:ion is no! ;,elforrn&<I; the COnlJ'.!lloter $1lall aesum,; full re$ll(l0$1bilil;y furany l\$08SS8/)' atterations to Ille work. 3. The Contractor snail obtain, coordinate, and pay for any a,,d ;,11· inspectlonll as ™!!'ired. 4. Pipe sizes shall conform to thosa shown on U,e Q(l!Wi!lgs. No Sl!bsliltll:ions of smaller ptpe l!iZe:s shall be permi!tOO, but subst~ulions of laflll'I sizes m,iy t,e.approve<I. AU damage<.! and rejemed pipe shsll be removed f,om the site attl!e time of said rejection. 5. All sprinkler heads shall b$ set pe,:penclklular to ftnisll 9l'ade unless otherwise sp.eelfied. lnslall all heads wilh dG!lble swing joints as per dellli!. Aff heads ~ to perl<ing lots, walks, ~. or elh.er pave<! erees shalt b$ instel11!d with P<>P-llP bodies. 6. '!'he Con!raeitor shall !lush and aditJ$1 l!ll ~r heads. and valves for epllmqm coverage with mlllimal rml!llng 11Adlor over spray onto walk&, !!!reels, wallll, etc. Sllbsti!JJl!oo of oozzte ~n or radius as required to acl!il>ve a)lllmum covemte is ,espofl$lbiflly of GOA!ractor. 7. All il:rlglllion equipment nat otherw!se detailed or sp.eeified stmll be lm,lllll<id as per manufacturers recommendations amts~lions. a. 1211 VAC ~ power source at controller~ tlil be proVided by the Ccmlr.!Cll:>r. \/Mf;t source of electrical power with engineer prior w conslruol!ott 9. '!'he Contractor shall provode 3 sets of color eodecf !!Cllematles (as-buifls) i~ in 'Heavy Gauge' er ear plastic provide for City use at the beginning of the mairtle¥lance peried. 10. The Contractor shall provode 3 sets of keys !or all <111ick couplers and 1'alwi brn<es. © J .,, CLEAN COMPACTED------...,._.....,..----, BACKFILL -, V V V 2" l FINISHED GRADE ~ =m~"""'-r=7""~===,,....-,---,.,., ::::Ji ::;: (v"·"·, 0 • I I I . 2 - -. 18" 3 l= 6 - - 1[)):: ;ll\mM UNDISTURBED SOIL----11 :m-- ill LATERAL LINES---:r,:l l.,-;!l ~~~ MAINllNE ANO CONTROL WIRES :rH _,, ,_m _ -~~~ 1==ill- NOTES: 1. TAPE CONTROL WIRES EVERY 10' 2. IN ROCKY SOILS INSlALL PIPING IN SAND BED =!Mm:;::ffi~~ffi~ffiillffiillm1 I l L .. 1r· .I 3. 24" DEPTH REQUIRED FOR ALL OOMES'fle MAINl..tN!t"S . ,\ \~\ '\. ., CRfMP WIRES BOOY SLEEVE PLUG 1. 11'1SER'I' WIRE HiROUGH HOU:$ 1!11 !!!ASE OF BODY. 2. TW!Sl S1RIPPEO WIRES 'l'OGETHER AND APPLY CRIMP SLEEVES WITH AND H\/Ol!l.NT TVP!l' CRIMll'IIIIG TOOL. l'R!M li:XCESS QARE WIRE. 3, FILL PLUG 'l'O BRIM WfTH 0$0 300 SEALANT. 4. IIIIVERT BODY AN() 1NISER1 P1JJG 11111'0 BODY UNTtL SNAPS 'l'IGHT. 5. PUSH WIRES ALL TeH WAY Jl'(fQ; 1HE PLVG TO COMPLETELY SEAL ETH CRIMP SLEEVE. 6. SE CERTAl!II S:EAlAN'r HAS F~O tNro ALL HOLES IN BODY. 1 • H PIPE INSTALLATION G WIRE CONNECTORS STATIC PRESSl)RIE THE tRR!GATION SY!l"tEM DESIGN IS. EIASE.Q ~ A Mm~ OPERA TING P4~(2$$UR.E OF 80 Ml ANO MA)QMIJ,M FLOW O!!MAfil!l> OF 26Jl8 GPM .. THe COOTmACTOO $W,lt., VER!f'Y WATl;.R ~S$:t,)M i"RIOR tOC~TRUCTfON. REJ;>Of¾T AMY Dll"FlERE2NC6 SEWl'EEM 1"!-l!E ~UR fii/;\i$$SIJlll'S tNO~A'l'EO ON THE DRAWING$ AND '!'ME ACTUAL P~VRE m:i,,.~A.'f THE ll'lR~TtoN PORT Ol' CONN!a:CT!ON TO THE ENG!N!Sai!. IRRIGATION $YSl'EM LAYOUT Dl.1€ 1Q; THI;; $CALE OF TlitSE 1'1RAWIOO$ THE Q;)l'(ff!A<.::T~ SHOULD BE AWAAfi OP 'ff!IE PO$llll!IILITY THA'I' 'l'i'llt tfl\lliti FOR MINOO AO.IUSTM!:NTS ro THE IRRIGA'l'fQN SYSTEM MAY ee 1'4i~Y 'iO,PROVlDE PROPER COVEAAGIE. TH!oll!: Al'>JUSTM!WTS. COOJ.;l'l !!'!CtJ.iDE NO:laE C!-!ANGES ANDJOR AOO!TIOO OR l)El.£;'1'JON of.' INOM)')l#IL ~• TO COMPENSATE FOR C~llS MADE ON• Tt!E SfTE. TWE CO!lf'l'AACTOR SHAU LOCATE At.l. VAi. Vl:S, LA Tli'RAL UNE ANO MAINt:INE)N ~TING AREAS. FLIFfTHIIRMORE., 1HE IRl'i:!QATlON OE.$1GN !Gf:>~'l'!C. ALL PIPING, VAt.VES., ETC., SHOWN WITHIN PAV&J AREAS.~ FOi. OlnilGN ClARIPICA T«:mlS ONt Y ANl) SHAtL 11llt .1N$lAIJ,f:J) 11'1 PIAN1tNG AREAS WliE~EVf£R POSS½lil!JE. 1't-lE CON'l'f1IACT0R SHALL LOCA'FE AU VALVES IN SHRUS Oft GROUNOCO~ ARl::AS. StEEVIN(3 $1.EEV!l:$ SHAtL BE ll'LACED UNDER All Ollt~'i'S ANO WALKS WHERE IRRIGATION LAT1:;AAL, MAINLINE, ANO WIRE WILL Cl'KISS. SI.EEVESSr!All BE PVC SCM. 40, MJMIMl,JM BURY 24" OE:EP. ~!l';IUMOfS1ANCS PAST E:OGE OF ORlVEWA Y Oft CONCRETE WALK SMALL SE 2_." ... WA Tf2R ANO WIRE SHAt.L I\IOJ BE PLACtO IN THE SAM!: Slf£EVE. S\JEEVEiS roae lWICE THE OIAMl:Tt!J~ OF 1HE PIPE BE ING Sl.£1!:VEO, w.tl<E SLtEVeS TO Jii.E 2". DElEClABLE MARKtNG TAPE 'CHRISTY'S' UNDERGROUND MARl<lNG TAPE SNALL SE Rl,JN WITH Al.I. MA!Nlll\lES ANO MUST BE IN$'!' AllEtl AT LEAST &" Al:IOVI± TOP OF PIP£. POL ¥VINYL CHLORiO!i ./:'f P.E CEMEN'f !PS WELO..ON PVC 721 BLUE Ml;OIUM<SOOHEO (USE WITM 112" TO 1-i/2" PVC PIPE) IPS WELD-ON PVC 711 GAAY HEAVY -BODIED (USE Wi'FH 2'' ANO LARGER PVC PIPE ANO ALL MAIN ttN:ES1 POLYVINYL CHLORfQE: AIPI'!: PRIMER IPS WELD-ON p. 70 PRl!vli!im F'~LE (USE Wl1H AtL PVC CONNECTIONS} REMOtE{.;ONTROJ.. VALVE~$ ALL VALVES ARE TO. Btz FA$Tl!Nlm Wlll'H C~IS'fY'a VAL \tE fl:)ENT1FtCAT10N TAGS IDENTIFYING STATION #ANO ·Af'f'l't0i>R,A1E CONTROL.I.ER 101:ffflFtCA'l'ION INFORMA '!'ION "WATER CONSERVA'flOfil CQNGE:P7 SiATEMENT" THE SYSTEM fS OE,Sl~-TO ~HEIVE CONSeRVA'l'IOJ<I .A.NO EFFICteNCY 11,,1 WATSFl VS/£ B'Y'.l'!ROVlbtNG.ANTi-DR/'ilNVALVES, FOR LOW HEAD 0RAlm+.Gl':c, ~IN C!tAf,¢1( ll+l'EAAIJPT SWITCti TO PREVEN'I' THE SYSTEM FR~ ACTlll,(!,Ti1!1G Wtlf!N· MIN~OO. PRESSURE COMPENSATIOO Sl;ilil,E&IS TO f>l'!{£Vl:Ni OV!E~PRAY ANO R!ilDUCE WA 'FER VS~!il IN:$.MALLER: PLAMTtNG. AAeAS. AND LOW GALLONAGE HEA!1$ '¥0 REWCE WATER COMSUMPHON. EQUIPMENT BOXES ALL REMOTE CONTROL.VAi.. \II;.$, :8}),tt VAi.\/!!S, WICK COUPLERS, ere. SHAU BE INSTALLED IN SUf'l'A8tlE GI~ SUBGAAQEVAL.VE OOXES AS SHOWN IN IRRIGATION OETAILS COMll'Ll!ti Wl"l'/4 LOOl(JNS COV!l:RS. VAL 'VE BOXES SHALL B!ECARSON BROOKS OR l!PPftOVEO !SQUAL A.Ne! SHAJ,l BE MAruG:D ·av: FOR $ALL VAL VI:$; 'R.C.V' F~ RfiMQ;S'I' C(!)NTROL VALWS, 'Q.C' FOR QUICK COUPLERES, ere .. REt,10tE CONTROL VALVE; BOX£:$ ARE At.SO TO BE BRANDED WITH 1HE ST ATtOfit NUMBER. At.L MARl<IN$S SMALL BE 2" LETTERS AND NUMBERS. DtRECT BVRIAL CQ.Nl.ROL. WIRES (SOLIO COPPE:R:, 600 VOL 'f, TYPE UF) COMMON W!RE!S: WHITE (#12 AWG) sr A T!ON WIRES (#14 AWG}COLOR-C~lll R~UIREMENTS PER CITY STANDARD. SPARE WIRES MUS'!' l'3E R:%/N TO THE FAR'tHtST VALVE MANIFOLD FROM THE CONTROLLER WlRE SPLICl:lSI CONNEC'l'OOS ARE 'l'O BE SPEAR DRI-SPLCIED (PRE--FILLED). USE EXTAADlllOOOSttM.AN'r !N6l0€ CONNEC'l'ORS. IRRIGATION OONTROLLER WIRE All Nl;W VALVES TO !ilKISTING IRRIGA'l'ION CONl'ROLLER. VERIFY LOCATION 'WITH CtT'i' ENGINEER PRIOR ro INSTALLATION NOTE: HEAT BRAND 'BV' ON LID IN 2" LETTERS ------FINISHED GRADE IN TURF AREAS .----PLASTIC VALVE BOX 12" RECT. W/ LOCKABLE LID COLOR:GREEN '----"--PVC MALE ADAPTER ~;;J---BRICK SUPPORTS (4 REQ'D) '-------BRASS UNION .___ ______ BRASS NIPPLE ,___ ________ LANDSCAPE FABRIC '-----------3/4" ROCK, 3 CUBIC FT. SECTION VlEW • N.T.S. NOTE: BOX TO BE INSTALLED AS TO Al.LOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. F BALL VALVE MAINLINE PER PLAN LINE SIZE BALL VALVE 24" MAX. REMOTE CONTROL VALVE PER PLAN 3 ••••••• t ....... . ~~~ QUICK COUPLE PER PLAN ---' NTS NTS i------,-----+--------------------~-------'o DESIGNED: BCC DRAWN: sec CITY OF NEWPORT BEACH P-5223-S £ 1-------4 0 .__ ______________________ _.,_ _____________________ __,. __________________________ -..Jl--------------------------Lc_H_Ec_KE_o_: ....!G;.!YJ_DA_re_,_210!!!!l8l~oo~ ____ P_U_B_U_C_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T ___ ...J..::.SH.:.:E::;ET~6~0F::.:_~8'.......J i · W:\City of Newport Beach\Seashore Drive\$construction drawings\$irrigation plan.dwg, 12/24/2009 8:56:39 AM, HP DesignJet 500 42 by HP.pc3 TREES & PALMS SYMBOL ABB BOTANICAL NAME COMMON NAME 0 ALOE HYBRID TREE ALOE ALO HER 'HERCULES' ~ CHAMAEROPS HUMILIS MEDITERRANEAN FAN PALM CHA HUM - • ) PARKINSONIA HYBRID PALO VERDE . j PARDES 'DESERT MUSEUM' --,/ METROSIOEROS EXCELSA · NEW ZEALAND CHRISTMAS TREE • METEXC SHRUBS & ACCENTS SYMBOL ABB BOTANICAL NAME COMMON NAME @ AEOARB AEONIUM ARSORl:UM AEONIUM 'ZWARTKOP' ffi AGAVIL AGAVE VILMORINIANA OCTOPUS AGAVE ~ ALO JOH ALOE HYSlt\O JOHNSON'S HYBRID ALOE 'JOHNSON'S HYaRID' <!) CARMAC CARISSA .MACROCARf>A DWARF NATAL PLUM ·aoxwooo Bll:AUTY' @ CAEG!L CASSALPIN!A GILLIESII Yl:LLOW BIRO OF PARADISE ~ CORJUR COROYUI\IE HYBRID CO!l<OYLINE 'JIJRRIID' © OAS LON OAS'ILIRION LONGISSIUM GRASS PALM ® OIALIT OIANl':LLA H'(&l'ijD OIANi:SLLA '1.l'f"l'Ll:lREV' ~ PUYALP PUYA At.ESTRIS SAPl'NIRE TOWER " SENPIJN SENEC!O HYBRID seNt!CIO 'PUIIIK PIO!ia.e' @ WESAAU WESTa.lN$1A F'f<IJTICOSA DWARF COAST ROSEMAA:Y 'MORNING LIGHT' CHAMAEROPS HUMILI$ NOTE TWO (2) 46" !\'!OKANO TH!ffifi: (3) 36" BOX C~ROPS (MEOtT!l!RRANIEAN FAN F'A.tM) SHALL 8E PROV!Piz'° BY 1'HE CITY OF NEWPORT S!EACH A.Nil> Affl: LOCA'TEO A"f CITY GSMERAL SERVICIES YAAO (li&2 SUPERIOR AVeI\IUe}. ~CTOR tS RESPONSIBI..E FOR TRANSPORTING. PALMS FROM MAINTl!!NANCfi: ¥ARP TO JOB S1'TE AND PLANTING. SITE#1 VICINITY MAP 'l--• \ LU "'" LU ('{ 1:,: U) LU • "'1 ~2 ,' ,,.,_ ; <(; -· tY '·. 0 QUANTITY SIZE 9 15GAL 2 48"80X 3 3$""-"'X ·13 36"BOX 1 36"at/X . QUANTITY SIZE 43 10 130 17 6 40 12 1114 11 127 248 t -· •, ' '' ';. ·• " ' 1 GAL SGAL 1 GAL 5GAL i5GAL 5GAL 5GAL 1 GAL 1GAL 1 GAL 5GAL REMARKS PROVIDED 8Y CITY AlJQITIVI;: I lcM REMAl'tKS SfTE#2 l- 0 LU Oa f (.f) ' 0 ct (1, .. ,;-•·'. ,✓ .~ • ,,,· ,:• SITE # 1 SITE #2 SITE #3 SITE#3 I j 1 ' ' i I I , \ l I N.T.S. I ! 48"BOX CHAHUM 36"80X ADD AL Tl!!fi.l\lA TE: CONTRACTOR TO PLANT MltfROSIOEROS TO THE SATISFACTION OF THE ENGIMl!iE!R. 36"BOX CHAHUM 48"BOX METEXC 36"BOX 36"BOX \ Seate: 1""" 20'.{)" 0 5' 10' 20' 40' C-4338 ----~-----+--------------------~--------!'\; DESIGNED: 6cc DRAWN: sec CITY OF NEWPORT BEACH P-5223-S ~ CHECKED: DATE: PUBLIC WORKS DEPARTMENT 1-S_HE_E_T_7 __ 0F-8~9, .._ __________________________ .,__ ________________________ ....t.----------------------------------l----------------------------....l.---_..:::GY.:.L. ___ 1:,::0la:.:1::::09:.,_ ____________________ ..1-__ __:_ __ .::.....J :ii= W:\City of Newport Beach\Seashore Drive\$construction drawings\$Pfanting plan.dwg, 12/24/2009 8:57:54 AM, HP DesignJet 500 42 by HP.pc3 PLANTING NOTES 1. All local, municipal, county and state laws, rules, and regulations governing or relating to any portion of this work are hereby incorporated into and made part of the project plans and specifications; and their provisions shall be carried out by the Contractor. Additionally, all work shall be done in accordance with the applicable sections of the latest edition of the APWA, Standard Specifications for Public Works Construction, ("Green Book"), and the project specifications. 2. The Contractor shall notify underground Service Alert of Southern California (Dig Alert) at least two (2) working days before digging, excavating, or construction. Phone 1-800-422-4333. 3. The Contractor shall not proceed with construction as shown on the plans when it is obvious in the fietd that unknown obstructions, grade differences, or discrepancies in area configuration or sizes, or in dimensions,exist that might not have been considered ln engineering. Such obstructions, or differences, should be brought to the attention of the Engineer. In the event this notification is not performed, the Contractor shall assume full responsibility for any revisions necessary andshall perform such revisions at his own e~.,.nse. 4. Remove and dispose of alt surface stones, roots, weeds, debris, foreign material$, clods, and rocks ove.r {1) inch in diameter so that after conditioning and planting the grade is twO iFlches (2") beiow ad}acent hardsaape. 5. Alt inspections herein specified shall be made by the Engineer. The Contractor shalt re€fllest inspection at least 24 hours in advance of the time the in~tion is req,uired. 6. All ex:i&ong landscaped ar8a$ damaged during construction must be restored to thear ori{.Jina.l condition at the Contractor's expense. Restoration of existing landscape ~s shall be done to the satisfaotion of the Engineer. 7. All plant material ahall be subject to the in$pection and approval of the Engiaeer, or his designated representative, before planting. All plant material delivered on-site wilt be inspected for size and condition of root growth, insects, injuries, and defects. Plants not approved are to• be removed from the site tmrnediately and replaced with suitabte plants. The Engineer reserves the right to reject entire lots of plants represented by defectbte samples. All plant material shd hav,e fltirsery tags when dellvered to the site. 9. Final location of all plant material is subject to the .approval of the Engineer or his designated reprtierttative. 10. The Contractor is respot1sible for count verification and is to supp4Y the quantities delineated GRAPHtCALL Y on plans. 11. Plant establishrnent shalt begin immediately after inspection and aC(;8ptanoe of the work by the Engineer, or his designated representative for a period of sixty (80) days. Upon comptetiopn and acceptance of Plant Estab.llshment, Maintenance period sh.al begin for a period of t!Virty {30). days. Maintenance shalt be f!>.erformed per the project specifications. 12. Purcha$e and fnstalt linear root barrier for aft Trees to be located less than 10' from ANY paving or new concrete, inclua.ing but not limited to: Culverts, Curbs, Sidewalks, Pavers & RoadM!lys. Root barrier shall be 15' in length, 36" deep and instalted adjacent to the paving. Root barrier avaitable from Deep Root Products, Costa Mesa, Ca. (714) 005~2951 or equal. Thickness of rootbarrier shall be per manufaclurer's recommendation. 13. New trees shaft be planted at t&ast 24'' from fence posts, curbs, fences, and rails unless directed other wise by the EAgineer. 14. Place specified mulch in aM pb/lnted areas at a min1rnum depth of 2''. Do not install mulch within 6" dia. of any plant material. Contractor to provide sample and seek approval from Engineer prior to installation. Refer to specifications. 15. All Trees and Shrubs of any species shalf be ll)Urchased from one nursery .to avoid differing variety mil<es. G 0 G) © © © 0 © © C LEGEND 1, 5, OR 15 GALLON SHRUB 2 INCH LAYER OF MULCH -TAPER MULCH AT BASE OF l"LAN'f. 3 INCH WATER BASIN FINISH GRADE AMENOeDBACKl'ILL l"EiR SOILS R51"01U. SEE Sl"ECIFICATIONS. PLANl PIT EXCAVATION-see DETAIL E, 'fHIS SHEET. PLANTING TAl!ll.ETS. SEE SPECIFICATION FOR QUANTITY PER SHRUB ROOT-BALL NATIVE SOIL SHRUG PLANTING ;.-' p -'J •,.i 1 t flt! "1-,,fh ~~ CD LEGl:SNQ 4" OIAMI::~ \IIERTI~ SC!:140 PVC OMfN PIPE CONNE&l' TO PR AT BASIE OF PIT ANO CA/> AT SUR.FAC!l. ·~ ·PIPE wmiRt Tl11R FASRIC. TOP OF ROO'f B,lilJ.. TO BE 1 ··INCH ABOVE FINISH GRAl)I::. 3 fNCH.fllGH WATEiRl!IIG BASll't FfNllSHGRAOIE AMENOEOaACKFIU. Pl!:R SOILS REPORT. see SPEOll'ICA'flONS. 4 lffCM .[)tAMfITll'fl¼ Fl:E~Ei li'&IFORA Tf;iO ORAAi PIPE ENCIRCllHS·~·Qj;, li"Vll'f'l'ING PH. CQMIIECT TO ve'<TICAL l"!Plt. V'fflAPPll'e Wl'i"H Fil TER FABRIC. NATIVE SIJlil'GRAr>E ----9 2 TIMES SOX WIDTH LEGEND: (D TREE TIE /7;'1 STEEL WIRE -FLAG WITH 3/8" WHITE \&I PVC/ABS TUBE @ STEEL TURNBUCKLE -1 PER GOY WIRE © TEMPORARY WATER BASIN BERM ® FINISH GRADE ® ROOT BALL r-;, AMENDED BACKFILL PER SOILS \!./ REPORT. SEE SPECIFICATIONS. ® CABLE ANCHOR ® UNDISTURBED SUBGRADE NOTES: 1. DELETE GUYS IN FIELD AS DIRECTED BY ENGINEER 2, SET CROWN OF ROOTBALL ½" TO 1" ABOVE FINISH GRADE TO ALLOW FOR SETTLEMENT. 3. DO NOT COVER CROWN with SOIL 4, SCARIFY SIDES and BOTTOM of PLANTING PIT 5. DEPTH OF PIT WILL EQUAL ROOTBALL NOTTOSG',!E B PALM PLANTING NOTTOSC/tl.E A MUL Tl TRUNK TREE PLANTING NOTTO SCALE E LEGlSNO 0 BOX.TFIEES: Pt.ANT PIT SHALi. BE SOOARf AND DIMENSIONED AS INOlCATEtl IN CHART. 17:\. COW"tA!NER. PLANTS: PLANT PIT \::.J· $!'!;\LL BE ROUND AND OfME1'11$1QNIEO AS INDICATED IN CH'ART. 0 ROOTBAl.l CON'l'AINER SIZE 1 GAi.LON 5GAi.LON 15GALLON :u,eox $,"IIQX :,Jl!'j;!Ol( 46''1>0!( A WIDTH 12" 28" 36" 48" 60" TZ' 96" PLANT PtT OlMENSfONS s DEPTH 12" ;t.!" 24" 28" :¼:l> 44n 60"' Pl:Al!if• Vl/E:W ,, ~~~) 1 ; : ; ~-ii?'!'~,. t~--t •• L ~ . . . . . . -~.. ,,-; . . . . ' . . . . ~-. . . ' ". . . ' .. ~ ~' " . ' ... ~-·······-· NQ!TTOSCA/E 0 © G) © LEGEND Pl.ANT MATERIAL 2 lli!CI-I DEEP MULCH FINISH GRADE PREAARE'O BACKFILL (SEE SPEctf'ICA TIONS FOR TYPE ANO DEPTI-I) NOTE: LOCATE Pl.ANT$ $PACED EQUAL DISTANCE (DJ FMM /fACMOTl'/EiR A$ SHOWN. REFER TO THE PLANT LEGEND FOR DISTANCE (D). + + + + + + + + ,-----, 1 2 3 ::.;..t,,--;4 ► + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + kJW,a.f.:.zJL,~tii.J:, .. J1-t_..~iz1itdJJ.e .. ndiJ.aAu ... 1'1,.:;,i; -1-_ ECJGE OF SIOEWALJ<, CURB, PAVING OR WALL. 2!3(D) ~ -e O 0/\D e .,,,--0 TYPICAL / __ \ ✓ D 0 TRIANGULAR S.PACING DETAJL NOT TO SC/tl.E E _g " 1-------------------------.-------------'-------------------------......... ---------.---------------------------,.--------_,,..-------------------C_-4_3_3_8-1! PREPAREO SY: WEST NEWPORT LANDSCAPING PROJECT j ~Qfl!<e: ~ ~ "'""''""'""'·$.,,...,. """41.1®""""• P·LA·NTING DETAILS 15a. Co$l-M&aa.. CA;-~ 714.641.13:23 Fax t z • -""1'• v.uey om.., 7W50 --,.._51l<l51e!> """"" 1------,-------------------------,-------;'o DESIGNED: sec DRAWN: sec CITY OF NEWPORT BEACH P-5223-S ~ PUBLIC WORKS DEPARTMENT t--SH-EET_8 __ 0F_8--19- '--------------------------'------------------------.....i.----------------------------'---------------------------.L...--.....;:;G~Y,__ _ _..:;10~/8/09=-------------------"-------' :i:: L,a QUlnttt.-C~ 92253 760.564.0369' Fft e.mai1: draWJogs@tlvQl%d«&i{j,n.wm WWW .'dvolzdeiitJr.,oo,n CHECKED: DA TE: W:\City of Newport Beach\Seashore Drive\$constructjon drawings\$Planting plan.dwg, 12/24/2009 8:58:14 AM, HP DesignJet 500 42 by HP.pc3