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R_5788_S
- c...,.. '::I ~ f--CITY OF Ill Ii'. COSTA :::, :t: l )j_ MESA 0 "' 0 Ill Ill YICTO~IA ul > <( 1'1TH 5T. <( i= ;z ... \) -( ...l 0.. ' VICINITY MAP NOTT05CAJ.E g ...l Ill --. -------~--......:. -------- CITY OF ci ol NEWPORT BEACH CITY 1t IRVl~E BAKE ci ~ Ill JAMBOREE ROAD 0 ,• JAMBOREE ROAD 0 CITY OF IRVINE U.C.I. c CITY OF NEWPORT BEACH CITY OF IRVINE EMERGENCY TELEPHONE NUMBERS AGENCY SOlffHERN CALJFOAIIIA GAS COMPANY 1 (800) 624-8153 SOlffHEANCALIFOANIA EDISON COMPANY 1 (800) 611-1911 PACIFIC TaEPHONE COMPANY 611 CITY OF NEWPORT BEACH (UTILITIES DEPT.) 1 (949) 644-3011 COUNTYSANrfATION DISTRICTS 1 (714) 962-2411 OOMCAST CABLEVISION 1 (714) 542-6222 UNDERGFDUND SERVICE ALERT 1 (800) 422-4133 GENERAL NOTES PROJECT LOCATION CITY OF NEWPORT BEACH JAMBO EE ROAD ALL WORK Di:TAILED ON THese PLANS TO BE Pl:RFORM5D UND5R CONTRACT SHALL, i:XCJ;:PT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONDUCTED IN ACCORDANCE WITH THE "STANDARD SPECtFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1,997 E:DITION, AND SUPPLEMENTS TO DATE. / MEDIAN LANDSCAPE IMPROVEMENTS BRISTOL STm TO CAMPUS Df<m C-3459 EXISTING UNDEF<GROUND UTIL.ITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND E:LEVATION IN THE FIELD PRIOR TO BE:G!NNING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN COMPLIANCE WITH SlllCTION 7-10 OF THE STANDARD SPECIFICATIONS. ONE (1) 12' LANES OF TRAFFIC IN lllACH DIRECTION SHALL BE MAINTAINED AT ALL TIMES. ALL DEBRIS CREATED BY REMOVAL AND GRADING OPEAATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES. BORINGS WILL BE PER STANDARD SPIECIFICATION FOR PUBLIC WORKS CONSTRUCTION 1.997 EDITION AND SUPPLEMENTS TO DATE APPROVE~~~-~·Ftlo~R~T=j· sa· EE.AAC.GHHCD'flRR· EEGG'fTCO~R.~05FFfP~lJJEB3LL:ic!G:::rY"ifc05iR.:i1<i<s5,:-R.R·2.c.~.E~.NNIC0)..13~6~1 0:)66· !D~A~TE . . APPROVED: n JAMBOREE ROAD DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAV'S BEFORE YOO DIG (1/ ~ • OF IR VINE CITY ENGINEER, R.C..E. NO. 3 1 5 1 5 DATE JAMBOREE ROAD JAMBOREE ROAD f.'i a IU LJ ~ [ ...l f-- :r: I ~ :J f--....... \,) IU -, 0 ~ O[ 0.. ( 20271 ACACIA .sTAEET NE-ORT BEAC1', CA 92660 TEL. (949) 261•1755 • FAX(949J261•1975 a:r 2-:s1-tfY L] APPROVED PRtOf< TO lNS T ALLATION OF THE LANDSCAPE IMPROVEMENTS WITHIN THE CITY OF lf<VINE, A LANDSCAPE CONSTRUCTION PERMIT MUST •. BE ISSUED BY THE CITY OF IRVINE. SINCE THIS IS A JOINT EFFORT BETWEEN THE CITIES> OF NEWPORT BEACH AND IRVINE, NO FEE WILL BE REQUIRED FOR THIS PERMIT. IRVINE PLAN CHECK #309593-ELC SHEET INDEX: 1 COVER SHEET 2 CONSTRUCTION PLAN -MEDIANS 1, 2 $. 3. 3 CONSTRUCTION PLAN -MEDIANS 4 $ 5. 4 CONSTRUCTION PLAN -MEDIAN 6. 5 IRRIGATION PLAN -MEDIANS 1, 2 $. 3. 6 IRRIGATION PLAN -MEDIANS 4 $. 5. 7 IRRIGATION PLAN -MEDIAN 6. 8 IRRIGATION DETAILS 9 PLANTING PLAN -MEDIANS 1, 2 $. 3. 10 PLANTING PLAN -MEDIANS 4 $. 5. 11 PLANTING PLAN -MEDIAN 6. 12 IRR!G. $ PLANTING SPECS. APPROVE'D • \,d\--0, ~l':;2 1--+--+------------+---t PRINC1PLECIVtt.ENG!NEER RE. NO. 43003 t--!---t-----------+--t DATE 3-(p -OJ.- ~t.• t' '-"-'- GENERAL SERVICES DIRECTOR DATE ;,-7 -O 2.. .. JAMBOl<EE ROAD MEDIAN LANDSCAPE DATE BY DESCRIPTION APP'D. DESIGNED DRAWN R-5788-5 tJNDEROROIIND SiRVICE ALERT OF SOUTHERN CALIFORNIA REVISIONS CHECKED DATE l-l4-02 CITY OF NEWPORT BEACH PUBLIC WORKS DEPAAThlENT ' cL " • -t ..., t J. -..) :r ~ Ir\- -1 -. ' " .... . , I".:'>. ,-c " .. 1 e 7' I I I _l \---- 0.1 w. I-Ill ~I Cl ,~ I f 0 0 0 0 0 CONSTRUCTION NOTES 1. 4 INCH THICK STAMPED (IMPl<INTED) COLORED CONCID"E (L.M. SCHOLFil:LD TERM COTTA LITHOCROME COLOR HARDN£R) PLUS LITHOCHROME COWR WN. PER DETAIL AND MANUFACTURE"S SPEClACATIONS. STAMP PAffiRN AND COLOR SHAU. BE APPRCVED BY ENGINEER PROR TO CONSTRUCTION -REMOVE EXISTING 3 INCH CONCRETE WHERE EXISTING 2. 4 INCH THICK 8Y 18 INCHES WIDE STAMPED COLORED CONCRETE ADJACENT TO BACK SIDE OF EXISTING CURB (L.M. SCHOLFIELD TERRA COTTA LITHOCHROME COLOR HARDNER)PLUS LITHOCHROME COLOR WN. PER t'ANUFACTURE'S SPECIFICATIONS. PROVIDE 3/8" EXPANSION JOINTS AT 16 FT. O.C. CONCRETE SHALIL BE 560-C-3250. PROVIDE 18" EARTH SHIELD VAPOR BARRIER AT INSIDE EDGE OF $TAMPED CONC. (AVAJLABLE FROM WHITE CAP CONTRACTORS SUPPLY). 3. EXISTING WATER SERVCE INSTALL 2 INCH WATER METER B:HIND MEDIAN CU!<B PER STD-503--L a STD 105--L-C 4. EXISTING CURB, PROTECT IN Pl.ACE 5. EXISTiNG SIGNS, VAULTS AND CONDUITS SHALL Ile PROTECTED AND REM'<IN IN PLACE 6. POT HCLE, BORE AND PUSH ONE 2 IN. DIA. SCH. 40 PVC SLEEVE PER CITY STANDARDS POR IRRIGATION CONTROL WIRES TERMINATE SLEEVE TWO AEET INTO PROPOSED PLANTING AREA WITH LONG SWEEP ELLS INTO NDS. 10 INCH DIA. NO 112 BC VALVE BOX (PULL BOX) WITH NO. 112B GOVER. PRCVIDE 30 INCH MINIMUM COVER OVER ALL SLEEVES INSTALIL Dl1AIN INLET TO MIATCH EXISTING. INSTALL 6"' SCHEDULE 40 PVC LINE INTO INVERT OF EXISTING DAAIN. EXISTtNG STORM DAAIN INLET PER R-51613-SS, PROTECT IN PLACE. GENERAL. CONSTRUCTION NOTES: JAMBOREE ROAD 0 CONTRACTOR SHAL.L. PROVIDE 1/2" EXPANSION JOINTS AT 16 FT. 0.C. L.ANDSCAPE AND IRRIGATION CONTRACTOR SHAL.L. PROVIDE 18" DEE:P MOISTURE 6ARRIER ON EDGE OF AL.L. PL.ANTIN@ A@AINST STAMPED CONCRETE. GENERAL NOTES I, ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER GCNTl<ACT SHALL. EXCEPf AS OTHERWISE STATED IN THE CrrYS STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACTS SPECIAL PROVISIONS, BE CONDUCTED IN ACCO!<DANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRLCTION," 1997 EDITION AND SUPPLEMENTS TO DATE :2.,EXISTING UNDERGROUND UTILITIES ARE SHO.VN AS PERAVAJLABLE RECQ,:DS. THE CONTAACTOR SHALL 6E RESPO,~S'BL:: FOR VERJ'YING TrtE ACTUAL LOCATION AND ELEVATION IN THE FIELD Pl<IOR TO BEGINNING CONSTRUCTION 3, THE CONTRACTOR SHALL PROVIDE TRAfFIC CONTROL IN COMPLIANCE WITH SECTION 7-10 OF THE STANDARD SPECIFICATIONS. ONE 0) 11 LANES Of TRAFAC IN EACH DIRECTION SHIALL BE Ml'JNTA!Nl:O AT ALIL TIMES t,I. ALIL DEBRIS CREATED BY REMOVAL AND GRADING OPERATIONS SHALL BECOME THE Pl<OPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION /\CCEPf ABLE TO ALL COGNIZANT AGENCIES. 28$' VERIFY ON SITE CO~ORE'D ST AMPED CONC,eE' I "'· STRAJGHT GF<ADIE'NT TO OPPOSITE' CURB OR EXIST''c,, lNLE1 TYPICAL MEDIAN NOSE SECTION Ol ill 1-z ill \J _l ..J 0 ±BO ft. " ~ " 6 " " E'NS11NG CURB CrTY OF NEWPO BEACH • CrTY OF NE'WPORT BEACH . ~=========.J:.=;;~=====!::=======::a::::::::::;;;::::::=:=:::::::~=-=-=--=--=-=====~-=--=~I--=3~:===~~~~=====~=================-===~--~-~~---- CITY OF IRVlNE' JAMBOREE ROAD 0 20 40 NORTH SCALE: 1" = 40'-0 ill 1-z 0 n. Ol Ill 1-z Ill \J CITY 0~ 11<.VINE DATE BY CrTY OF NEWPORT BEACH Cl7Y OF IRVlNE ,a· TYP. 2 /-----' VE'RIFY ON SITE' STRAJGHT GR-'-OIE'NT TO OPPOSITE CURB 18" EARTH SHIELD VAPOR 6ARRIER TYPICAL MEDIAN SECTION 111' DAT DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED DRAWN DATE ±240' JAMBOREE ROAD MEDIAN LANDSCAPE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5786·5 SHEET 2 OF ·\.;I. 'S . :,. .... N~ r lw ...,... 'f, 1 I~ "".a ID. \.( N I~ Ir- Ii.I Ill! ID :r ClTYOF If! Ii NEWPORT !!.I BEACH WI If! . t) CITY OF !!.I I ot !RVINE z I~ .J \/) Ji: ~ u I ~ I-< I: lw I Ci:: ,~ ID '-. ,... . ~ ~ .J B (jJ t ~ I~ ,i t " ~ ~,~ ~ (--, j) ----! ~ ~ :1 -~ cl \-) ( { \\,:, ~I CITY OF ~, NEWPORT l!\l BEACH ml- + T6'~ -. CITY OF ~, ll<VINE ...I GI 1 ~ ~~ if w. -82 G ;,! ""0 0 1- ( I: I 0 0 G) 0 0 G) CONSTRUCTION NOTES 1. 4 INCH T~CK STAMPED (IMPRINTED) COLORED CONCRETE (L.M. SCHOLAELD TERRA COTT A LITHOCRCME COLOR HARDNER) PLUS LITHOCHROME COLOR WAX PER DETAIL AND t-'ANUFACTURE'S SPECIFlCATIONS, STAMP PATTERN AND COLOR SHALL BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION-REMOVE EXISTING 3 INCH CONCRETE WHERE EXISTING 2. 4 INCH THICK BY 18 INCHES WIDE STAMPED COLORED CONCRETE ADJACENT TO BACK SIDE OF EXISTING CURB (L.M. SCHOLAELD TERRA COTTA LITHOCHROME COLOR HARDNER) PLUS LITHOGHROMi: COLOR WAX PER MANUFACTURE'S SPECIFICA110NS. PROVIDE 3/8' EXPANSION JOINTS AT 16 FT. O.C. CONCRETE SHALL BE 560-C-325O. PROVIDE 18" EA~TH SHIELD VAPOR BARRIER AT INSPE EDGE OF STAMPED CONG. (AVAILABLE FROM WHITE CAP CONTRACTORS SUPPLY). 3. EXISTING WATER SERVICE INSTALL 2 INCH WATER METER BEHi ND MEDIAN CURB PER STD-503-L 4 STD 105•L-G 4. EXISTING CURB. PROTECT IN PLACE 5. EXIS11NG SIGNS, VAULTS AND CONDUITS SHALL BE PROTECTED AND REMAN IN PLACE 6. POT HOLE, BORE AND PUSH ONE 2 IN. Dll\. SCH. 40 PVC SLEEVE PER CITY STANDARDS FOR IRRIGATION CONTROL 'MRES TERMINATE SLEEVE TWO FEET INTO PROPOSED PLANTING AREA W~H LONG SWEEP ELLS INTO NDS, 10 INCH D!A NO 112 BC VALVE BOX (PULL BOX) WITH NO. 1126 COVER. PROVIDE 30 INCH MINIMUM COVER OVER ALL SLEEVES JAMBOREE ROAD 0 ±667 w GENER.AL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED ,N THE CTTYS STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACTS SPEC"'1. PROVISIONS, BE CONDUCTED IN ACCORDANCE WITH THE "STANDARD SPECFICATIONS FOR PUBLIC WORKS CONSWUCTION," 1997 EDl110N AND SUPPcEMENTS TO DATE 2. EXISTING UNDERGROUND UTIL111ES ARE SHOWN AS PER AWJLABLE RECORDS, THE CONTRACTOR SHALL B= RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSWUCTON 3, THE CONTAACTQR 5HALL PROVDE TRAFFIC CON:i<OL IN COMPLIANCE 'MTH SECTON 7-10 OF THE STANDARD SPEC!FlCATIONS. ONE 0) 12' LANES Or TRA"FIC IN EACH DIRECTION SHALL B:: MAINTAINED AT ALL 11MES -1-, ALL DEBRIS CREATED BY REMOVAL AND GRADING OPERA770NS SHALL BECOME THE PROPEl<TY OF THE CONTRACTOR A~D SHALL BE DISPOSED OF AWAY FROM THE JOB SrrE IN A MANNER AND AT A LCCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES, "' ±248' ±240' w =m ; ! a I J~lli ~~ J 1~ w ,~ lw ... ·--~ J I G I~ I ------4:: >'- 2 JAMBOREE ROAD ;;; 0 20 40 130 NORTH SCALE: 1' = 40'-0' DATE BY DESCRIPTION REVISIONS CITYOP: NEWPORT BEACH CITY OF ll<VINE Bl 11 I l: I: i-: 11; U) 11: I w t) I~ O[ ,I~ a) I .J I I DATE APP'D. DESIGNED CHECKED DRAWN DATE CITY OF NEWPORT BEACH CITY OF ll<VINE C.-3-l\5 JAMBOl<EE l<OAD MEDlAN LANDSCAPE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 3 OF· \;t '0 ,5 ... '1l J ~ l '1- § ~ \... ~ ~ ~ t l:l (-, --" -~ ! 0 '-+--~ ~ 1---J \. ~ ~ i I I CITY OF NE\.VPORT BEiACH CITY OF IRVINE I 0 G) 0 0 0 0 l= I: :J ~ <.) ct I ~h :t1i0i' -"95' ~005" :) uJ 0.. 2 ~ I? " 'u'.:: u::: j &t o Q. -CITY OF NEW PO!"IT 13 E;A.C. H ·i,1 "' t -• <.:) '-' " CrTY OF IR VJIJ \:: . 5 I: _j 1__ <( )-u -~ _j -I"-~ JAMBOREE ROAD l r V CONSTRUCTION NOTES l 4 INCH THICK STAMPED (IMPRINTED) COLORED CONCRETE (L.M. SCHOLFlfLD TE!<RA COTT A LITHOCROME COLOR HARDNEI<) PLUS LITHOCHROME COLO~ WM< PER DETAIL AND MANUFACTURE'S SPEOFICATIONS, STAMP PATTERN AND COLOR SI-W.L BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION -REMOVE EXIS1lNG 3 INCH CONCRETE WHERE EXIS1lNG 2. 4 INGH THICK BY 18 INCHES WIDE STAMPED COLCRED CONCRETEADJAC::NT TO BACK SIDE OF EXISTING CURB (L.M. SCHOLFIELD TERRA COTTA LITHOCHROME COcOR HARDNER) PLUS LITHOCHl<OME COLOR WAA PER MANUFACTURE:S SPECIFICATIONS. Pl<O\ll!JE 318" EXPANSION JOINTS AT 16 FT. 0.C. CONrnETE SHALL BE 560-C-3250. PROVIDE 18" EARTH SHIELD VAPOR BARRIER AT INSIDE EDGE OF STAMPED CONC. (AVAILA8LE FROM WHITE CAP CONTRACTORS SUPPLY). 3. EXISTING WATER S!:i<VICE INSTALL 2 INCH WATER METER BEHIND MEDIAN CURB PER STD-503-L ~ STD 105-L-C 4. EXISTING CURB, PROTECT IN PLACE 5. EXiSTING SIGNS, VAULTS AND CONDUITS SHALL BE PROTECTED AND REMAIN IN PLACE 6. POT HOLE, BORE AND PUSH ON8 2 IN. DIA. SCH. 40 PVC SLEEVE PER QTY STANDARDS FDR IRRIGATION CONTRCL WIRES TERMINATE SLEEVE TWO FEET INTO PROPOSED PLANTING AREA WITH LONG SWEEP ELLS INTO NDS, 10 INCH DIA. NOTI2 BC VALVE BOX (PULL BOX) WITH NO. 1i:2B COVER. PROVIDE 30 INCH MINIMUM COVER OVER ALL SLEEVES 0 20 40 80 NORTH SCALE: 1" = 40'-0" GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERrORMi:D UNDER CONTRACT SHALL, EXC:ePT AS OTHERWISE STATED IN THE CITYS STANDAAD SPEQAL PROVIS!ONS, OR IN THIS CONTRACTS SPECIAL PROVISIONS, BE CONDUCTED IN ACCORDAINCE WITH THE "STAINDAAD 5PECIFICA1lONS FOR PUBLIC WORKS CONSTRUG110N," 1997 EDl1l0N AND SUP?LEMENTS TO DATE a. EXISTING UNDERGROUN!l lll1lWIES ARE SHOWN AS PER AVAILABLE RECORDS. ThE CONTRACTOR SHALL BE RESPONSIBLE FCRVERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEG:NNING CONSTRUCTION 3. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN COMPL,',NCE WITH SECTION 7-10 OF THE STANDARD SPECIFICATIONS. ONE 0) 12· IJllliES OF TRAFFIC IN EACH D:R:CTION SPJ'l.L BE MAINTAINED AT ALL TIMES +, ALL DEBRIS CREATED BY REMOVAL AND GRADING OPERATIONS SHALL BECOME TH:' PROPERTY Of THE CONTRACTOR A.~D SHAU. BE DiSPOSED OF AWAY FROM THE JOB SITE IN A MAINNER AIND AT A LOCATION ACCEPTABLE TO ALL COGNIZ'INT AGENCIES. DATE BY DESCRIPTION REVISIONS w J 0 a:. I n-v I DAT~ ______ __, APP'D. DESIGNED DRAWN CHECKED DATE CITY OF IRVINE ~\\OS / '· ~ .__, 5 JAMBOREE ROAD MEDIAN LANDSCAPE CITY OF NEWPORT BEACH PUBLIC WOAKS DEPARTMENT fi-5788-5 SHEET 4 OF -!;!. (I -·--( " rJl_[) -~~ '&f ~ L()-~ ~ I. .... \'::\ ~ 1 -,) '?I ., .., \! -:i: ~ 'I' ~ r t, .. ("i " ..0 ....._ ~ --f. _f t') ·"-"ti ~ q) ~ I :1 I I ""':::~ , ...... I I I w :z I ~ ...ll I- I: _JJ I F IJ w , 0 1M Ill. I -- CITY OF NEWPORT BEACH CITY OF IR\/1NE ...J I- C) w I-w \.1)1 {'l IY.1 1-lfl \.I) 314'--._ I -1:14•/ 24GA-1 11/4' \ INSTALL ONE INCH WATER METER ONTO EXISTING SERVICE STUB IN MEDIAN (1 NC.eax.) " l<AINBIRD UNIK K6\0400 IN CENTER VALVE BOX (MAX RUN TO BE 30 FT. TO ADJACENT VALVES)---, r 2 W/ 1 'NIK 24GA-1 CONTROLLER 1114 1" ENCLOGED REDLIC.E:I) PP,ESSUP.E. D!=eV/Cc (LOCATE IN CENTER OF MEDIAN) 3 24GPM 11/4" \ . 0 TOF<O 9 TORO v' TOF<O \jl TORO -TORO v TORO V TOF<O 'I' TORO V TORO -- ll TORO ",t TOF<O ,b TORO " RArNMASTER ... FEBCO IRRIGATION LEGEND 57OZ-12P 570Z-\:lP 57OZ-\2P 57OZ-12P 57OZ-12P S7OZ-12P 57OZ-12P 57OZ-12P 57OZ-12P 57OZ-12P 57OZ-12P 57OZ-12P EVOLI/OON DXl 82.'5'( 12" POP UP SPF<AY HEAD 15HaMPR 15 1.185 HALF \2" POP UP SPF<AY HEAD 15T-MPR 15 1.0 THIF<D 12' POP UP SPF<AY HEAD 15Q-MPR 15 .85 QUAF<TER 1:l" POP UP SPF<AY HEAD 1:lH-MPR 12 1.09 HALF 12' POP UP SPF<AY HEAD 12T-MPI< 12 .7:l THIRD 12' POP UP SPF<A Y HEAD 1:lQ-MPR ·12 .50 QUARTEF< 12' POP UP SPF<AY HEAD 10H-MPR 10 ,71 • HALF 12" POP UP SPF<A Y HEAD 10T-MPR 10 0.52 THIRD 12" POP UP SPF<A Y HEAD 10Q-MPR 10 .40 QUARTER 12' POP UP SPRAY i-1EAD 8H-MPR 8 .50 HALF 12" POP UP SPF<AY HE'AD 8T-MPR 8 .30 TH:F<D 12' POP UP SPF<AY HEAD 8Q-MPR 8 .'29 QUARTER EVOLUTION HS16-SDX12S DX-RF, EV-RADIO -F, EV -ANT -F AND HSDX.-0,3 PEDESTAL W. ELECT. METER_ . __ _ _ _ ::r R.P. l!!ACKFLOW DEVICE. ~/.,..;f-------'(JIJ:---t-------t----------t-"Q-"U'-'IC:...K __ C:..OU:...:..PL..c:...IN'-'G'-V---A....;_LV....:E __________________ -111 _ \ V El) BRASS BALL VAL VE LINE SIZE (:l") GRISWALD DWSERIES RAINBIRO 44 $ AUTOMA11C IRRIGA110N CONTROL VALVE MATCO 754 Sl',RIES O.;g> 1\(1 MASTERCONTROLVALVE (2') ""'~V'l @ FLOw' SENSOR GRISWALD 200O5!,RIES AAINMASTER EVFM15O MAN LINE 3/4"/ -v)/ --• PVC SCH. 40 (PVC SCH 80 UNDER: PAVEMENT) INSTALL 3 FT. OOM F.O.C. IN MEDIAN, LATERAL -----------------------·------------------~~ -PVC CLASS 315 ~~~ C!J'l ---t-_--.-.-_-+--'---'--------1-------t--,-'. SC..:.H:...40=..P\IC=SLE...:EV=..E FO-R -GO-NT_f/O_L_l½_RE_S_, Em-cND-SL_E_=VE_1_2"_BEii_O_N_D-PA_VE_M-ENT_EOG_E--------III 0 STAMPED COLORED CONC. 4' THICK. --~ O= t,,,----1S" EARTH SHIELD VAPOR BARRIER e,y LAND$CAPE CONTRACTOR TYPICAL MEDIAN SECTION Ol w 1-z w u ...J _j 0 POINT OF ELECTRICAL. CONNECTION - EXISTING EDISON VAULT NO. V-5109880 1 =70 ,---=-----i ' I ' INSTALL 2' SCH. 40 PVC SLEEVE FOi< IRRIGATION CONTROL WIRES -~"'" PER CITY STANDARD 105-L-E JAMBOREE ROAD CITY OF NEWPORT BEACH w 1-z 0 D. Ol w 1-z w u CITY OF IR\/1NE / , SLIEEVE -:::-1/ ::::::~:: EXISTING STORM DRAIN AT VARYING DEPTHS. • ITEMS TO Be FURNISHED BY CONTRACTOR: RAINMASTER (HSDX-RF V<ADIO COMM. BOARD) RAINMASTER (HSEV-RADIO) RAINMASTER ( HSEV~ANT-F:' A.1-.ITlzNNA) RAINMASTER (EV-CENTRAL-LITE SOFTWARE) EVOLUTION DX2 CONTROLLER IN S.S. CABINET CONTAACTOR SHALL ARRANGE FOR AND PROVIDE ELECTRICAL SERVICE FOR CONTROLLER. OBSTRUCTIONS WHEN VEl"'TICAL OBSTRUCTIONS (UTILITIES BOXES, STR=ET L.IGHTS, Tl"'EES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPEi"' COVER.AGE, THE CONTRACTOR Sl-'ALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTE:R CIRCLE OR • HALF Cll<CLE SPRli'-IKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROP!=R COVERAG2':. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO TH2': CITY. INSTALL 1" WATER METER ON TO EXISTING $TUB SERVJC!:, 4311 / ---100AM?5ERVICE ENCLOSED RP. DEVICE MASTER VALVE AND FLOW SENSOR LOCATION (LOCATE IN PARKWAY-BEHIND CUR-B) THIS IRRIGATION SYSTEM SHALL 6E INSTALLED 6Y A COMPETENT LANDSCAPE CONTRACTOR EXPERIENCED IN • · IRRIGATION INSTALLATION AND THE llASIC FUNDAMENTALS OF ITS HYDRAULIC DEMANDS. VALVE NCi.-~ APROX. GFM _.,... 10 GPM VALVE SIZE...., 1' IN iHE EVENT THERE IS FIELD MODIFICATION CONTl<ACTOR SHALL USE THE FOL.LOWING CHARTS FOi< SIZING IRRIGATION EQUIPMENT. CL. 315 PVC PIPE. <SPM 5 TO 9 10 TO 15 16 TO 25 26TO32 33 TOSO 51 TO7O 71 TO 100 PIPE .SIZE GPM3/4" GPMl' GPM11/4" GPM11/2" GPM2" GPM'2 l/2" GPM3" GUIDE FOR SIZING PIPE SLEEVES MAIN/ LATERALMIN. SCH 40 PVC PIPE 51.tE 1/2' 3/4" 1' 2-1/.2" 3' 4' REQUJRED ,. 1-1/4" 2· 3' 3' 4' 4' ,,. 6' I I l!Jls " " " " " " ' " " " " " " " " " " " " ,, ' \ IRRIGATION CONTROLLE:R LOCATION EVOLUTION HS16-SDX125 WfTH HSDX-03 PEDESTAL W/ NEW ELECTRIC METER PeR EDISON STANDARDS. (INST ALL PER MANUFACTURERS RECOMME:NDATIONS 11-IST}--lL PULL.. BOX. 3/4" 3/4' .• BORINGS WILL BE PER STANDARD SPECIFICA110N FOR PUBLIC WORKS CONSTRUCT/ON 1997 EDITION AND SUPPLEMENTS TO DATE DATE BY \3;4• DESCRIPTION REVISIONS ¥. ----------------• -~ '3/4' I Nsi.l>.L.l. I u 000 DATE APP'D. DESIGNED DRAWN CHECKED DATE PULL BOX \JO""' FOR IRRIGATION CONTROL WIRES 01.. :Z 2" PVC SCH 40 SLEEVE FOR IRRIGA110N CONTROL WIRES _ __, , , • /! -1 ::i ~ ij I ~ I I: ~I ~I IRRIGATION PLAN JAMBOREE ROAD MED!,AN LANDSCAPE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5788-5 SHEET ·5 OF-12.. C, TORO 570Z-12P 9 TORO 570Z-12P 'v TORO 570Z-12P 'V TORO 570Z-12P $ TORO 5702-tlP .. TORO 570Z-12P V TORO 570Z-12P 'W iOl<O 570Z-12P ., TORO 570Z-12P Ii TORO 570Z-12P \;I TORO 570Z-12P • TORO 570Z-12P @ RP-JNMASTER EVOLUTION DXl ... FE:BCO 825Y s GRISWALD OW SE:RIE:S () RP-JNBIRD 44 $ MATCO 754 SERIE:S !Ml GRISWALD 2000 SEPJE:S @ RP-JNMASTER Ec\lFM150 ---MAIN LINE: ~TERAL __ .. _ SUE:E\ ------------------ 12" POP UP SPRAY HEAD 15H-MPR 15 1.65 HALF 12" POP UP SPRAY HEAD 15T-MPR 15 1.0 THIRD 12" POP UP SPRAY HEAD 15Q--MPR 15 .85 QUARTER 12 POP UP SPRAY HEAD 12H-MPR 12 1.0£> HALF 12" POP UP SPRAY HEAD 12T--MPR 12 .12 THIRD 12" POP UP SPRAY HEAD 120-MPR 12 .50 QUARTER 12' POP UP SPRAY HEAD 10H-MPR 1p .71 HALF 12' POP UP SPRAY HEAD iO,-.. MPR 10 0.52 THIRD 12' POP UP $PRAY HEAD 10Q-MPR 10 .40 QUARTER 12" POP UP SPRAY HEAD clH-MPR 8 .so HALF 12' POP UP SPRAY HEAP ST-MPR 8 .30 THRD 12" POP UP SPRAY HEAD clQ-MPR 8 .29 QUARTER EVOLU710N HS16-SDX125 DX-RF. EV-RADIO -F. EV -ANT -F AND HSDX-03 PEDESTAL W. ELECT. METE!< 2' RP. EACKFLOW DEVICE. ALTOMAllC li<l'!IGA110N CONTROL. VAL.VE QUICK COUPLING VAL\/ci BRASS BALL. VAL VE LINE SIZE (2') MASTER CONTROL. VAL.VE (2') FL.OW SENSOR PVC SCH. 40 (PVC SCH 80 UNDER PAVEMENT) INSTALL J FT. rn?M F.0.C. IN MEDIAN. PVCC~315 2' SCH 40 FVC SLEEVE FOR CONTIOL WIRES, EXTEND SLEEVE 12' BEYOND PAVEMENT EDG: E:X\STING STORM ORAN AT VARYING DEPTHS. I I ll.l ::::::::::::::::: 4" sc; ,o PVC SLEEVE FOR IRRIGATION MAIN LINE. / 1> ~~ j ~ ~J , ~I~' . , 1~ I-I {'\/ \4GPM I W W LL r !ill I • ,, 2· 2· I ru wJ .. . "'" --~ ~----------------------+~-------------~~--------------------------Tm- "">:::'-:::....------l.-,~r-lTY_:_F_"T_·. _, -~t~ -:_:;-;~~~;'.'.'-~==;.: ;;;\_ " -" ----------y:',... . -,:c·.. ,::· \\ll'c ;c SCH ,o = _,_ Mm UNE =)., •• , ~ ~ ~~;F J! I rt:<( '); PVC SCH 40 SLEEVE FOR ~ -. . 314-/ 314 FOR IRRIGATON CONTROL WIRES ~ I J: CITY OF ~ I U.: IRRIGAT!ONCONTROLWll'<ES JAMBOREE ROAD 2'PVCSCH40SLEEVEFOR __ , ,~ IRVINE "' lf<RIGATION CONTROL WIRES r ~I :L I j I: I I -BORINGS WILL BE PER STANDARD SPECIFICATION FOR PUBLIC WORKS © I ll.l CONSTRUCTION 1997 EDITION AND SUPPLEMENTS TO DATE • 4 I I~ • I 10 ffi 2,II INSTALL_::l::li:2: WA TEI< METE!< ON TO WATER SERVICE LOCATION -2.85 FT. FROM Mo'DlAN END. EXISTING SERVICE STUB. L.OCATED IN PARKWAY. (VERIFY IN FIELD) V ENCLOSED R.P. DEVICE,---~ 4501 I I~ ~I~ :1 MASTER VAL.VE J~ , ANDFL.OWSENSORL.OCATION ,,_-f:X:J.q,16, MGi~F\ / (LOCATE IN PARKWAY -BEHIND CURB) i ----------------------------------------~/4)_~-~::!'.;~!Ml~MJJltMT"1L__________________ V :t ~ ~, 0 2' 4"PVCSCH40 SLEEVE wrrH M,AJN LINE 2· 13', 30GPM 11/'.2" 4 30GPM 11/2" 5 30GPM 11/2" 4" SCH 40 PVC SLEEVE'----.. ' I' ' ' ' ' 2-l'li 2· JI: ----1------CITYOF ~,-::_,--EB-r--------2. -----------------------------Ir 3/4" NEWPORT 111 __ ·"-'1 3;4·...._ r, /r ,..-314" -i>EACH • wf------' • -'"::,,~--'--.------mt-----f& ll j,_ CrTYOF ~· -' ~3/4' 1Rv1NE "'"I INSTALL J PULL BOX J:I FOR lf<f<IGATION CONTROL WIRES !\J 7 ~ 3/4', --~~ ,,-3/4' 3/4", q ,.:-314• . ___ _ .3/4"-. 2· 3;4·/ V -------·-r -· 2· --~ ---- 3/4'/ 314"..I '--3/4'' ,,.,+.1 \3;4· '-314'' JAMBOREE ROAD ~-Z PVC SCH 40 SLEEVE FOR IRRIGATION CONTi2.0I... WIRES 6 30GPM 11/2" .3/4" ' ~ 3/4" INST"ALL PULL BOX FOR IRRIGATION CONTROL WIR.Ct-:t,.------\ • 2' PVC SCH 40 SLEEVE FOR IRRIGATION CONTROL WIRES ----' 1: I~ ~ Ir~ !J) 1111) I ~ u I II) rt ,I~ ct) I J I I DATE DATE BY DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED I DRAWN DATE I C:ITYOF NEWPORT BEACH CITY OF lf<VINE THIS IRRIGATION SYSTEM SHALL BE INSTALLED BY A COMPETENT LANDSCAPE CONTRACTOR EXPERlENCED IN IRRIGATION INSTALLATION AND me BASIC FUNDAMENTALS OF ITS HYDRAULIC DEMAIIDS. j ' VAL.VE NO,-,,..~ APROX GPM-o--!OGPM VALVESIZE~ 1" I J ' I JAMBOREE ROAD MEDIAN IANDSCAPE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET <,, OF-!:Z. -D } "' :J "'I) l I!.. - ~!,<Id -,. ,J () ... ~ t ' ~ ~ ..D '-. ! ,I> ~! ,-- -"' IJ -~ '-~ r!_ CITY OF IRVINo' I INSTALL 11/2" WATER METER ON TO 11/2"MTR • REDUc..eo PR!1:SSURE. EXISTING SERVICE STUB. ---------□M~ ~.,.,. ·= ~ (}),, ----ENCLOSED R✓DEVICE. ( I NC.. 8DX) ~ f MASTER VAL VE EXISTING5ERVICESTU8 = AND FLOW SENSOR LOCATION PULL BOX LOCATION ONLY FOR IRRIGATION CONTROL. WIRIES. '----2· PVC SCH 40 SLEg\/E FOR IRRIGATION CONTROL WIRES --a► (LOCATE IN PARKWAY -BEHIND CUl<El) 3/4" b· l~v I 1W ---------- 0 3/4 11/4-',• ·""" 314' r 8 30GPM 111::2· 3/4' D - 3/L . ." JAMBOREE ROAD r ."'I '""6.) I R R I G A T I 0 N L E G E N D 'GYr·li'!·"~· '·· w"'"·~•,...·1;1· ,.•IJJ·• i'!~••at@1s···~··,,,,,.,,,,!!;1 •••• m .... 'ii!u"'li/i. • ,. '_.-, ,. ' ,-_ ! ". ' ,_., -~':' lit! ',,,,, '.,, "·· ·•,-,'' -, ' ,,: ' ,. ' ,, '! -,,,,., ,,, ,.,__ ': I.ii, ,,,~ ·,. :, i : "· .•• , ',, ·:.,, ,.,., ,. .-~ .-~t~,~~11:<!i 1,:1: ,] !~:-r0t::rniitr::1;:~~.t~t:;_;n11~::~tt~rtr:;)$ifJ~.'.iMt:F~~ff~~:::;i 1: C, TORO 570Z-1::2P 12' POP UP SPRAY HEAD 15H-MPR 15 1.li55 HALF '? TORO 570Z-12P 12· POP UP SPRAY HEAD 15T-MPR 15 1.0 THll<D V TORO 570Z-12P 12· POP UP SPRAY HEAD 15Q-MPR 1.S .85 QUARTER \jl TORO 570Z-12P 1::2' POP UP SPRAY HEAD 12H-MPR 12 1.09 HALF • TCRO 570Z-1:2P 12• POP UP SPRAY HEAD 121--MPR 12 .72 THIRD ... TORO 570Z-12P 1:r POP UP SPRAY HEAD 12Q•MPR 12 .50 QUARTER V TORO 570Z-1::2P 12" POP UP SPRAY HEAD 10H-MPR TO .71 HALF w TORO 570Z-12P 12• POP LIP SPRAY HEAD ·1or-MPR 10 0.52 THIRD T TORO 570Z-12P 12" POP UP SPRAY HEAD 10Q-MPR 10 .40 QUARTER ,; TORO 570Z-12P 12" POP UP SPRAY HEAD 8H-MPR 8 .50 HALF '<I TORO 570Z-7:2P 12' POP UP SPRAY HEAD 8T-MPi< 8 .30 THIRD • TORO 570Z-72P 12• POP UP SPRAY HEAD 8Q-MPR 8 .::29 QLlARTER ... EVOLUTION H$>16-SDX1:2S DX,RF. EV-RADIO -F, gy -ANT -F [£l RAJNM,A$TER EVOU.mC."l DX2 .. AND HSDX-03 PEDESTAL W. ELECT. METER ... FESCO 825Y :;t RP. l;,ACKFLOW DE\/1CE . $ GRISWALD DWSERIES AUTOMA17C IRRIGA170N CONTROL VALVE ~ RAINElil<D 44 Q\JICK COUPLING VALVE $ MATCO 754SERIES 8RASS, 8ALL VALVE LINE SIZE (2") s GRISWALD 2000 SERIES MASTER CONTROL VALVE (2) ($) RAINMASTER 6VFM150 FLO..V SENSOR ---MAINLINE PVCSCH.40 (PVC SCH 80 UNDER PAVEMENT) INSTALL, FT. FFOM F.O.C. IN MEDIAN. LATERAL PVC CLASS 315 ----SLEEVE 1 SC~40 PVC Sl£EVE FOR CONTl10L WIRES. EXTEND SLEEVE1Z SEYONO PAVEMENT EDGE -----------------· EXISTING S,ORM DRAIN AT VAO?.YlNG D6P"T1-IS. ··············-·· ,i:· SCH 40 PVC SLEEVE FOR IRRIGA110N MAIN LINE. ···-··----··-·-·- NORTH 0 20 40 80 SCALE: 1' = 40·-o· DATE BY CITY OF NEWPORT BEACH CITY OF lf<VINE DATE DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED DRAWN DATE I I I w z ..J I- I: ..J t w 7 () rl Cl. -------- CITY OF IRVINE JAMBOREE ROAD MEDIAN LANDSCAPE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-'5788-5 SHEET .7 OF-li 1 2 3 . . - 1111-: == =~ 11 J---+Htej,, 111---11:1 -- ···: 1111-= ! Ill~-== II 11 ~ 1111----1111; = 1111 1111 '" 1111--J!I ==-i.ll~I = 111 111 1 -· ~"' -: 12 --!"--I 1111---= :1111 111~--' --111 1111•=-:~_: · .. , __c111, --, ---------I ----, -i 1111--1!11=-: 1111·-:JII llll~--1111 -1111"'"-=IIII 1111 1. BACKFLOW P"REVENTER ASSE:MBLY • !'<.EFE:R TO IRRf@ATION PL.ANS FOR MFG. ANO MODEL. :2. RtaSILIENT SEAT BALL VALVS -iWO TOTAL. .3. eJ<ASS Vt/YE SIRAINER -REFE!I< TO 11-?RIGArlON SPECIFICATIONS f=OR ADOITJONAL INFOFaMATION 4. BRASS .90 DEGREE ELL TYP1CAL. 5. BAASS UNION, TOTAL TWO. 6. THREADED B!<A55 NIPPLE -LENGTH AS REQUIRED 7. FINISH GRADE. 8. CONCRETE THRUST BLOCK -12' X 12' X 12" g_ TO IRRIGATION SYSTEM -SEE PLAN FOR 5tZE AND TYPE. 10. PVC SCH 80 MALE ADAPTER rYPIGAl.. 11. BRASS COUPLING. 91::T FLUSH WITH CONCJaETE. 12. TO IRRIGATION POINT OF CONNECflON, WA"'r'ER SOARCE. BACKFLOW PREVENTER 1. FINISH &AADE 2. 2· IN G.C., FL.USH IN LAWN 3. VAL.VE SOX (SEE SPECS.) 4. PVC MALE ADAPTER. (TYP.) 5. SRASS SAL.L. VALVE 6. SRASS NIPPt..E 7. EIRASS UNION 8. l CU. FT. PEA G-AAVE (MIN) g_ SRICK OR CONC. SUPPORTS. 10. PVC MAINL.INE AND FITTINGS. BRASS BALL VALVE z I: 1. 24' COILED WIRE L.EADER. 2. WATER PROOF WlRE CONNECTORS. 3. VALVE IDENTIFICATION TAG. 4. ELECTRIC CONTROL VAL.VE - REFER TO IRRIGATION L.EG-END FOR MANUFACTURER AND MODEL. 5. VALVE BOX WITH COVER 6. FINISH GRADE-VAL.VE BOX TO SE FLUSH WITH GAADE IN TURF AREAS AND 2' ABOVE GAADE IN GROUND COVER / SHRUB AREAS. 7. BAASS NIPPL.E, (CL.OSE). 8. PVC SCH 40 ELL. 9. PVC SCH 80 NIPPLE, LENGTH AS REQUIRED 10.COMMON l<..EO BRICK -FOUR (4) REQUIRED. 11.PRESSURE MAIN l..lNE P!PlNG -RSFE.1< TO IRRIGATION LEGEND FOR TYPE. AND SIZE. 12.SCH BO NIPPLE (:2 INCH LENGiH, HIDDEN) AND SCH 40 ELL. 13.PRESSURE MAIN LINE FITIING, TEE. OR ELL.. 14.PVC SCH 40 MALE ADAPTER. 1!5.PVC LATEAAL UNE PIPING -TO SPJ<.INKLERS, REF2R TO llc?RIGATfON L:=.GEND P:OR TYPE AND SIZE . 16.PE:A GRAVEL, MfNIMUM DEPTH OF 6 INCHES. 17. BRASS BALL. VALVE 18. BRASS UNION REMOTE CONTROL VALVE: WITH BALL VALVE ~ UNION 1. FINISH 6RADE 2. 2" IN G.C., FLUSH IN LAWN :3. VAL.VE BOX (SEE SPECS.) 4. PVC MAL.E ADAP7ER. (TYP.) 5. MAS7ER VALVE 6. BAASS NIPPL.E 7. BRA$$ UNION 8. 1 CU. F7. PEA GAAVE (MIN) g_ SRICK OR CONC. SUPPORTS. 10. PVC MAINLINE AND FITTINGS. MASTER VALVE 6 I 12' MIN 18' MIN. ___ y 1. FINIS.H GAADE 2. APPROVED SACKFlL.L 3. POP-UP SPRAY HEAD 4. PVC SCH 80 NIPPL.E .·4• MIN. L.ENGTH 5. PVC TX T 90 DEG. STREET EL.L.. 0. PVC SCH 80 -G' L.ONG 7. MARL.EX STREET EL.L.. 8. LATl':'.RAL. L.INE PVC TEE 9. LATERAL. LINE PIPE, SIZE AS NOTED ON PL.AN 10. HARDSCAPE SURFACE (WHERE APPL.ICABLE) POP -UP SPRAY HEAD 7 1. FINISH GRADE 2. 2' IN G.C_, FL.USH IN PAVEMENT 3. VAL.VE BOX (SEE SPECS.) 4. WATE.R PROOF CONNEC70R WITH PEl<MANENT I.D. BAND (ONE FOR EACH WIRE). 5. 24' L.INEAR L.ENGTH OF \Ml<E, COILED. 6. BRICK ( 1 OF 4 ) 7. PVC SWEEP EL.LS, 8. 1 ClJ. FT. PEA GRAVE (MIN) 9. GRAY PVC SCH 40 WHEN SPECIFIED DIRECT BURIAL OTHE::<WISE. RUN ALL WIRES ADJACENT TO IRRIGATION MAIN LlNE WHEN POSSIBLE. WIRE PULL BOX I JUNCTION BOX 1. HARDSCAPE ED&E (WHERE APPL.ICABLE). 2. TRENCH 3. LATERAL L.INE PIPING. 4. PRESSURE MAIN LINE PIP!N&. 5. CONTl<OL. WIRES, TAP!': AT 6 F7. O.C. 6. CL.EAN, APPROVED BACKFIL.L. MATERIAL.. 7. FINl$H GAADE. REFER TO IRRIGATION SPECIFICATIONS FOi< ADDITIONAL. INFORMATION. TRENCHING 20271 ACACIA STREET NEWPORT BEACH, CA 92660 TEL. (949) 261-1755 • FAX (949) 261-1975 -.. INMI· INM3+ INMI· INM,. INMt-WHITE INMI, -•· IIS1>111<1 -MGtt-'MIT Q) ' 10 I----/"' ' ' ' ' ' Q.C.V.: ' , 1 QUIGK GOUPLING VAL VE lYPICAL CONNECTIONS FOR FLOW SENSOR VAI.VE!l())! .' .. >.•:._:: :/~~:. :· ..... \\r."; :i ... /<-. .··>:/.;_, ) SPUCEWIRESWITH l I WATERPROOFTYPE I , CONNECTORS , I . PljOVIOEO I ® BRASS '10 DEG. EL.L.. 0 BRASS NIPPLE • b" LONG . 0) SRASS "10 DEG. STREET ELL.. ® MAIN LINE FITTING 0 1 CUSIC FT. OF PEA GRAVEL.. @ MAIN LINE PIPING 0 V'lAL.I< OR C.URB IN BOX SENSOR TERMINAi. BOARD "PC-Ol!2ST" INSIDE CONTROU.ER /ij;J!~~t:;>~IB;\;'!;[;{'./J:;:;:if }§:'.,f((-\'.)i:f:,JXf 10 8 DIRECTION OF FLOW ----m,m,,,- EXAMPLE: FOR 3" FLOW SENSOR, DIMENSION 'A' MINffllUM :IO" Dllll&NS!O!II 'Ill' IIIINIMUIII 15" Upon completion of the physical installallon of the flow sensor, complete the wiring connection from the flow sensor to the DX2 controller by folfowlng the procedure below. . 1. TURN THE POWi:R 01-'F ATTHE CONTROLLER 2. At lhe Flow $ellOOI': Connect lhe BLACK Wire of. !he Flow Sensor to the BLACK wire of the "li:V-CAB-SEN", sensor cable Connect Ille RED wire ol the Flow Sensor lo the WHIT!; wire of !h.e "EV-cAB:-$EN", sensor cable. • •use lhil wealherproof connectors provided wnh the Flow Sensor to make the splice. 3. Al lhe eontf!)ller; . • Connect B\,ACK WI. ·re. al. "!V.CAB·SEN" to "INPU1' 1·" of the SENSOR TERMINAL a()ARD (PC-OX. 2ST) Connect WfflTE wire ol "lzV-CAB·SEN" to "l~PUT 1+" of the SENSOR TEAMINAL BOARO (PC·OX2ST): 4. Tum POlMi!R ON at the Controller. • 5. Set 1he Rain M!ISler "K" and "OFFSET" values for the Flow Sensor at the controller based on the type and sfze of the Flow SenSOf installed. • REFER TO THE TABLE PROVIDED WITHTHE FLOW SENSOR FOR CORRECT "K" AND "OFFSET" FOR YOUR APPLICATION. 11 FLOW SENSOR DETAIL LESE!ND 1. ALL. STAINL.ESS STEEL. AUTOMATIC CONTROL.L.ER ENCLOSURE WITH HINGED TOP. SEE LESEND. 2. AUTOMATIC CONTROL.L.l"'RS. IN S.S: CASINET .3. POURED CONCRETE BASE" -6" MIN. THICKNESS AS REQUIRED SY MFGR'S INSTALL.ATION SUIDE. SL.OPE CONCRETE TO DRAIN. CONCREcTE PAD SHAL.L. :!l•:¥++t-----{ 2 ACCOMODATE BOTH IRRISATION CONTROL.L.ER AND 5 7 MYERS MEUG 16X M 100 ON BACK SIDE. 4. FINISH GRADE. 5. DIRECT BURIAL. CONTROL. WIRES TO CONTROL. VAL.YES. 6. 3" PVC SWEEP EL.L.. 7. OPENING-SAME SIZE AS OPENING IN CONTROL.L.ER BASE. FIL.L. WITH 3/4" CRUSHED ROCK. 8. 120 VOL. T POWER SUPPL. Y WIRES IN CONDUIT. AL.L. APPL.ICABLE CODES. 9. 120 VOL.TON-OFF SWITCH W/ RECIPTICAL.. 10. ENCLOSURE BASE BOLTS f MOUNTING FL.ANS!:. 11. 1/2" X 8FT. COPPER CL.AD SROUNDING ROD. 12. MYERS EL.ECTRICAL METER CABINET MEUG 16X M100 ON BACK $!DE!. . 3895 AUTOMATIC CONTROLLER ENCLOSURE IRRIGATION DETAILS C-3459 JAMBOREE ROAD MEDIAN LANDSCAPE >---+--+----------------<---1 DATE ________ f-'.:'.DA:_T:_:E====::;::====~1----------------,-------....:_..j APP'D. DESIGNED DRAWN DATE BY ' DESCRIPTION REVISIONS CHECKED DATE 1-14-02 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1<-5788-5 SHEET e, OF 12. --,,,- I I I _J 1- 0 w I-w U)I Ql Dl1 l-a) lJ) GAV-NIA YELLOW CASCADE' 5 HEMEROCALLIS HYBRID -•• J CrrY OF NEWPORT BEACH CITY OF IRVINE 1270 ROSMARINUS !RENE" PLANT LEGEND BOTANICAL NAME @) BOUGA'f,:VILLEA 00-L.A-LA MONKA 0 CISTUS CORBAAIENSS @ ECHIUM P:AGTUOSUM A HEMEROCALUS HYBRJD • ROSMARINUS 0. !RENE BOTANICAL NAME GAZANIA YELLOW CASCAD2' COMMON NAME SIZE DWARF BUSH BOUGAINVILLEA FIVE GAL DWARF ROCK ROSE FIVE GAL Fl<IDE OF MA'.:)EIR.A FIVE G,.L,J_ DAY LILL':" ONE GAL PROSTRATE IRENE ROSMAAY ONE GAL COMMON NAME YELLOW CASCADE SPACING iO" c.c. & 9 ELOARICAPINUS ----, [ 30 CISTUS CORl:ARIENSIS BOTANICAL NAME MAGNOLIA GRANOIFLORA ELOARICA PINUS 7 HEMEROCALLIS HYBRID : ----1--____ _ ___ GAZA\J:A YELLOW CASCADE' ----, - 41 BOUGAINVlLLEA 00-L.A-LA MONKA -------------------.. J 16 MAGNOLIA GRANDI FLORA & JAMBOREE ROAD 0 (ll w 1-z w u _J _J C) ':,f_ Cl'TY o;::: NEWPORT BEA.CH JAMBOREE ROAD CITY OF IRVN= o 20 40 eo NORTH SCALE: 1" ~ 40'-0" w \-z 0 (l_ rt. w 1-z w u C:OMMONNAME LITTLE GEM MAGNOLIA ELOARICA PINE SIZE 15-GAL. SPACING 15-FEET O.C. 24--INCH BOX 45-FEET O.C. & 4 MAGNOLIA GRAND/FLORA 0 CITY OF NEWP0"1" BEACH CliY OF IR.VINE r 8 CISTUS CO<al:ARIENSIS 3 ELOARICA PINUS 58 ROSMARINUS '!RENE' 13 BOUG?JNVILLEA 00-L.A-LA MONKA I 4-10-02 R.S. 1 ADO TREES TO MEDIAN .DATE DATE BY DESCRIPTION APP'D. DESIGNED DRAWN REVISIONS CHECKED DATE JAMBOREE ROAD MEDIAN LANDSCAPE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-'5788-S SHEET 'l OF -12. ,,n % Q), ~ l Q::. N .n - c.... } . .., ~] CITY OF IRVINE ,( :r: lw ,~ ID. (l"\ I~ ~ lll\.ll w ID :t CITY OF ® Ii NEWPCJITT w BEACH w ® ,~ CTYOF 11] l"-Vl'-E :z: I tf ..JI J: u I r < r: lw I~ ID G.AZANIA YELLOW CASCADE' 26 HF-MEROCA!...US HYBRID I 0 & ® & 28 MAGNOLIA GRANDlFLORA 458 ROSMA'<INUS "IRENE & 2 ELDARICA PINUS 2 MAGNOLIA GRANDIFLORA ffi G.AZANLA. YELLON CASCADE' JAMBOREE ROAD 43 HEMEROCALLIS HYBRID BOTAl',IICAL NAME COMMONl',IAME MAGNOLIA GRANDIFLORA LITTLE GEM MAGNOLIA ELDARICA PINUS ELDARICA PINE 54 CISTUS CORMRlENSIS 0 P~NTLEGEND SIZE SPACING 15-GAL. 15-FEET O.C. 24-INCH BOX 45-FEET O.C. SHRUBS BOTANICAL NAME @) BCUGAINVLc.EA 00-c.A-LA MONKA 0 C!STUS CORBA'<IENSIS @ ECHIUM FASTUOSUM o hEMEROCALLIS HYBRJD • ROS1'-1ARINU.S 0. IRENE BOTANICAL NAME GAZANLA. YELLON CASCADE' ---~25 ECHIUM FASTUOSUM --~ COMMON NAME SIZE • DWARF BUSH BOUGAINVILLEA FIVE GAL. DWARF ROCK ROSE FIVE GAL PRIDE 0~ MA9EiRA FIVE GAL. DAY LILLY 0,'\JE GAL PROSTRATE IRENE ROSMAJRY ON,= GAL COMMON NAME YELLOW CASCADE , 7 H!=ME«OCALLIS HYBRID SPACING 10' 0.C. 94 50UG.P-JNVILLEA 00-LA-LA MONKA 15 ELDARICAPINUS ffi JAMBOREE ROAD 4-10-02 R.S. 1 ADD TREES TO MEDIAN NORTH DATE BY DESCRIPTION 20 40 80 SCALE: 1" = 40'-0" REVISIONS I CITY OF NEWPO'<T BEACH CITT" CF IRVINE: II 11 I 1: I~ ~ 11; U) 11: I w >2 I: LL II :z cQ I ..II I I DAT APP'D. DESIGNED CHECKED DRAWN DATE CITY OF OF INE JAMBOl<EE l<OAD MEDl,A,N LANDSCAPE CITY OF NEWPORT BEACH PUBLIC WQRKS DEPARTMENT R-'5788-S SHEET 10 OF -I 2. -· l - I N - -- CITY OF NEWPORT BEACH CITY OF IRVINE I PL.,,ANT LEGEND SHRUBS BOTANICAL NAME @) BOUGl'JNVILLSA 00-LA-LA MONKA 0 CISTUS CORBARIENSIS @ ECHIUM FASTUOSUM t::. HE."'1EROCALU9 HYBi<JD • ROSMARINUS 0. IRENE BOTANICAL NAME GAZAN;A YELLOW CA-"'CADE' COMMON NAME SIZE DWA"1F 3:.JSH BOUG.AJN\/1LUEA Fl\/1!, GAL. DWA"1F ROCK ROSE FIVE GAL PRID,c OF MA:JEIRA FIV:c GAL. DAY LILL.Y Or\E GAL PRCSTRATE 1"1ENE RCS.MARY ONE GAL COMMON NAME SPACING YELLOW CASCADE 10· O.C. & 12 MAGNOLIAGRAND!FLORA GAZANIA YEULOW CASC,',J:JE r 325 ROSM.AIRINUS ",RENE' 3'-50UGANVILUEA 00-LA-LA MONKA 23 HEMEROCALLIS hYBRD -~ 26 CiSTU.S COr'<BARl2NSI JAMBOREE ROAD 0 :;,o 40 NORTH SCALE: 1" = 40'-0" BOTANICAL NAME MAGNOLIA GRANDIFLORA ~ ELDARICA PINUS 7 ELDARICA PfNUS & COMMON NAME LITTLE GEM MAGNOLIA ELDARICA PINE SIZE 15-GAL. SPACING 15•FEET O.C. 24-INCH BOX 45-FEET O.C. CITY OF NEWPORT BEACH t CITY OF IRVINE i 4-10-02 R..S. ADD TREES TO .MEDIAN ---- DATE DATE BY DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED I I I w z _j \- I: _j \-\.) w d Ol a.. Cl1YOF IRVINE 1. CROWN OF PLANT TO BE 1" ABOVE FtNISH GRADE 2. 4" HIGH TEMPOR.A.RY BASrN. 3. 2" THICK SHREDDED MULCH DO NOT USE BARK CHIPS WHERE PLAN CALLS FOR MULCH COVER 4. FERTILIZER AND MYCORRH!ZAE TABS (SEE SPECS.) 5. BACKFILL MIX (SEE SPECS.) G. DfG HOLE A MIN, OF i 1/2 X THE DEPTH OF THE PLANT CONTAINER 7. COMPACTl=D BACKFILL PER SPEC. SHRUB PLANTING DETAIL NOTE: ALL MASS PLANTED SHRUBS AND GROUND COVER SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANG. SEE LE:GEND FOR SPACING REQU!REMENTS. MULCH ALL PLANTING AREAS PER SPEC. GROUND COVER AND SHRUB SPACING JAMBOREE ROAD MEDlAN LANDSCAPE DRAWN DATE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET ll OF -lZ I • I 1 \ I s g ~ i· ~ { ~ \J ~ tSl 9..1 <I ------" '-·-; "' ~ V" • , I .,. ~ nJ i GENERAL NOTES AND SPECIFICATIONS 1. <SENEAAL NOTICE TO CONTRACTORS THE CON/RAC-TOR. AND .SUBCONTRACTORS PE'RFOl<.MlNG WORK SHOWN ON Of<. RELAIE::D TO THESE PLANS $HAL.L CONOUCT 'THEIR OPER.A.TIONS $0 IHAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUl3LIC IS PRO'tECTED. THE CONTRACTOR AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE Cl-rY SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTOR'S COMPLIANCE WITH SAID RE<SULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PEil?SONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY AND ITS REPRESENTATIVE HARMLESS FROM ANY AND ALL l-lABILITY, REAL OR ALLEGED, IN CONNECTION WITH iHE PERFORMANCE OF WORK ON Tr\lS PROJECT, IT SHALL BE THE CONTRACTOR"S RESPONSIBILITY TO ASCERTAIN ,HE LOCATION OF ALL UNDERGROUND UilLITIES OR STRUCTURES FROM FIELD INVESTIGATIONS AND AVAILABLE RECORDS PRtOR TO COMMENCING. GENERAL NOTES 1. ALL WORK DISTAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONDUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION." 1997 EDITION, AND SUPPLEMENTS TO DATE. 2. ALL DEBRIS GENERATED BY REMOVAL AND GRADING OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE CALIFOl<.NtA COASTAL ZONE IN A MANNE.I< AND AT A LOCAilON ACCEPTABLE TO ALL COGNIZANT AGENCIES. IRRIGATION SPEC! FICATIONS A. GENERAL 1. IT IS THE IN"fENT OF THESE SPECIFICATIONS TO ACCOMPLISH THE WOl'?K OF INSTALLING A SPRINKLER SYS"fEM WHICH WILL OPERATE IN AN EFFICIENT AND SATISFAC"fORY MANNER ACC:ORDING TO THE WORKMANLIKE STANDARDS ES"fABLISHED FOi'? SPRINKLER OPERATION. 2.THE WORK INCLUDE!D IN THESE SPECIFICA"flONS SHALL CONSIST OF THE FURNISHING OF ALL LABOR, TOOLS, MA"f!lRIALS, APPLlANCES, TESTS, PERMITS, ETC .. NECESSARY FOR THE INSTALLATtON OF A LANDSCAPE $PRINKLER SYSTEM, A$ HEREIN SHOWN. NO SUBSTITU"flONS SHALL ee MADE WITHOUT PRIOR APPROVAL FROM THE ENGINEER. REJECTED MATERIALS SHALL BE REPLACED AT CONTRACT01'!S EXPENSE, WITHOUT AODITIONAL COMPENSATION. 3.THE SYSTEM $HALL EFFICIENTLY AND EVENLY IRRIGA"fE ALL AREAS AND BE COMPU,Tf IN EVERY RESPECT AND $HALL BE LEFT READY FOR OPERATION TO THE SATISFACTION OF THE !SNGINEER 4. ALL LOCAL, MUNICIPAL AND STAT!E LAWS AND RULES AND REGULA"flONS GOVERNING OR RELATING TO ANY PORTtON OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS ANO THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR .$.!HE CONTRACTOf< GHALL PR.OVID!:;: THe ENGINEER WITH THE EXACT LOCATION$-OF ALL ITEMS INST AL.LEO. ANY DIFFERENCE BE"TWSEN "AG eutL T AND DRAWIN'9S SHALL BE INOICATED ON AS-BUILT PLANS TO 61-E SUBMITTED AT PROJECT COMPLETION. 6. SHOULD IT BECOME EV[DENT THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCE$ OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THA"f MIGHT NOT HAVE BEF;N CON$IDERED IN THE EN'9INEERIIN'9. SUCH OBSTRUCTION$ OR DIFFERENCES $HOULD BE Bfi!OUGHT TO THE ATTENTION OF THE£ ENGINEER PRtOR TO INSTALLATION. IN 1"HE EVENT 1"HlS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY SUB'$EQUENT REVISION$ NECESSARY. B.MATE:RIALS 1. ALL PVC COMPONENTS SHALL Bfc W TREATED FOR ABOVE <;;ROUND tNSTALLATION. 2. ALL $TATIC PRESSURE MAINS $HALL B'E PVC SCHEDULE 40 OR CLASS 315 '.:· 3.ALL SPRINKLER LA"fERAL PIPING SHALL BE PVC MINIMUM &"H.EDULE, _.;,,,;; 4.ALL PVC FITTINGS SHALL BE HIGH IMPACT SCHEDULE 40. 5.ALL CON"fROL WIRING SHALL BE COLOR CODED AND SIZED PER VALVE MANUFACTU1'<ER'S RECOMMENDATIONS, 14-GAUGE MINIMUM WIRE SIZE (20 FT. MAXIMUM RUN) C.INSTALLATION • 1. SPACING OF SPRINKLER HEADS AND LOCA"flONS OF VALVES ANO BACKFLOW P"1EVENTION DEVICES SHALL BE AS INDICATED ON THE DRAWINGS. ANY DEVIATION FROM THE DRAWINGS MUST BE APPROVED BY THE ENGINEER. 2. TRENCHES FOR PLASTIC PIPE SHALL PROVIDE A MINIMUM EA"1TH COVE"1 OF 18" ABOVE THE TOP OF THE BARREL OF THE PIPE FOR ALL "MAINLINE" PIPING. ALL LATERAL IRRIGATION LINES SHALL BE ABOVE GROUND AND SECURED PER DETAIL. 3. ALL MAINLINES IN THE SYSTEM SHALL BE PRESSURE TESTED FOR LEAKS. 4. COMPACT TRENCH BACKFILL TO A RELATIVE DEN$ITY EQUAL TO AD.JACENl" UNDIS"fURBED SOILS TO PREVENT SETTLEMENT. S.THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN TESTED AND PROVEN SOUND 6. CONl'RAC-TOR $HALL KEEP THE PREM~SE:S CLEAN AND FR.EE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH, INCIDENTAL TO WORK OF THIS SECTION. NOTES: P.0.C. (POINT OF CONNECTION) GONTMCTOR SHALL CONNECT TO THE EXISTING SERVICE STUB OR WATER METER -SEE PLAN. THIS DESI6N IS DIAGRAMMATIC, ALL PIPING AND RELATED IRRIGATION EQUIPMENT SHOWN IN PAVED AREAS IS FOR CLA~TY ONLY, ALL EQUIPMENT TO BE INSTALLED IN PLANTED AREAS WHEN POSSIBLE. ANY CHANGE OF EOUIPM!oNT / MANUFACTURER, ITS DETA1LED INSTALLATION AND/ QR QUANTITY OF SPRINKLER HEADS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. SUCH CHANGES SHALL BE ITEMIZED IN WRITING ANO APPROVED BY THE ENGINEER PRIOR TO THEIR INSTALLATION • INSTALi. ALL MATERIALS AND EOUIPMEl'/T AS DETAILED. USE PVC GOMPATABLE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. THE LANDSCAPE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL GRAVE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR ANO OTHER SUB-CONTRACTORS FD!! THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, STRUCTURES, ETC. ALL SPRINKLER HEAPS SHALL BE SET PERPENDICULAR TO ANISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. ALL POP-UP TYPE Sl'!IINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE INSTALLE_D AND SECURED PER DETAIL. CONTRACTOR SHALL ONLY APPLY SUFflCIENT WATER TO l'!IOMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTO!! APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOff OR SOIL $ATUAATION. CONTRACTOR SHALL ADJUST EACH SPRINKLER TO MINIMIZE OVER SPRAY ONTO ROADWAYS OR BIJILDINGS. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHAH BE PROVIDED BY CONTRACTOR PER EDISON REQUIREMENTS .. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACWR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. WHENEVER ANY ITEM OF "D\GTlllBUTION 4 CONTROL EQUiPMENT" IS SIZED SftALLER THAN THE MAIN LINE OR LATERAL LINE PIPING ON WHICH IT IG PLACED, THE REDUCTION IN PIPE 512E SHALL ONLY OCCUR AT THE THREADED FITTING WHICH ADAPT, THE PIPE TO THE PIECE OF EQUIPMENT. M-l?-1'.f.R 5cJ)(.f:55HAl..L IS!. 0RoOK.$ "'4'-37 01<. l,ICI-C.#-4.37 o~ S<1-R.::J:ti,J.4Y2. FOR 111 SlJRVIC~!::> f'ULL 60)£..e'.-e> SHALL Bf. ;:.I 5E.L. Ef-l""(ffl(f'A.1sl!.6 I-IP 3½. PULL 'f3b)(.. NAP..KJ:.0 H IRRI.G,A"flotJ'! PLANTING SPECIFICATIONS SCOPE OF WORK PROVIDE ALL LABOR, EQUIPMENT, MATERIAL. AND SERVICES NECESSARY TO COMPLETE THE Fl.NISH 0RADING, SOIL. PREcPARATION, PLANTING, AND MAINTENANCE AS SPECIFIED. A.GENERAL WORK PROCEDURES WORK PROCEcDURES SHALL FOLLOW BEST CUSTOMA\.<Y PRACTICE. 1.ALL MATERIALS SHALL BE BEST AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING UNTIL IRRIGA1"I0N WORK AROUND PL.ANTING AREA IS COMPLETE AND TESTED, 2. RIP ALL PLANTING AREAS TO A DEPTH OF 12"' PRIOR TO SOIL PREPARATION AND R01"0TILL.ING WITH ORGANIC AMENDMENTS. 3.PREMOISTEN -SPECIAL CARE SHALL BE TAKEN TO PREMOISTEN THE SURFACE 8" OF ALL PLANTING AREAS AND INSURE THAT PLANTS ARE PREVENTED FROM DRYING DURING PLANTING OPERA"flONS. 4.WE,EDING, BEFORE AND DURING ALL WEEDS AND STOLONIFEROUS GRASSES, NU"f GRASS AND JOHNSON GRASS, SHALL. BE CHEMICAL.LY ERADICATED OR DUG OUT BY THE ROOTS AND DISPOSE:.D OF OFF SITE. 5.PREMISES SHALL BE KEPl" CLEAN AND MAINTAINED FREE OF CONSTRUCTION LITTER, ALL EMPTY CONTAINERS, EMPTY BA6S AND DEBRIS SHALL BE REMOVED FROM THE SITE UPON COMPLETION OF EACH DAYS WORK. ALL WALKS OR PAVE:MENTS SHALL BE SWEPl" OR WASHED CLEAN DAILY. 6. PROVIDE TRAFFIC CONTROL PER CITY REQUIREMENTS AND W.A.T.C.H. FOR ALL OPERA"flONS WHICH IMPACT VEHICULAR TRAFFIC FLOW. B.MATERIALS I.ORGANIC AME:NDMENTS -Ol<GANIC AMENDMENTS SHAI I BE TYr:>E: .. LDECOMPQSED NITROG>EN STABII IZEP COMPOSTED WOOD SHAVING>$ WITH A HUMAS -ASH CONTENT BETWEEN 10% ANP 50%. AMENDMENTS SHAI I BE ROTOTII .. LEP INTO TOP 8" OE Al I Pl ANTING AREAS Ol<GiANIC AMENDMENTS SH6LL...BE GPS-2 AS PROQJ ICED RY AGI /INAGiA EE.RILi IZER CO (949!) 786-955.'l. 2. HI IMAfE -Pl I /S GiRAN\ II AR SOIi CONDITIONER BY "TRI-C" 3. COMMEJ.!CIAL FERTILIZER -COMMERCIAL FERTILIZER SHALL. BE CALCIUM NITRATE, POTASSIUM SULFATE: 1RIPLE SUPERPHOSPHATE GYPSUM -50 LBS. 4. SOIL. SUL.FUR --SOIL SULFUR SHALL. BE AGRICULTURAL GRADE. 5. POLYMER -POLYMER SHALL BE A SYNTHETIC ACRYLAMID CO-POLYMERS FORMATION AS MANUFACTURED BY 1ERRA SORB. 6. MULCH -MULCH SHALL. BE A SHREADDED BARK MATERIAL AS PRODUCED BY KELLOGG'S "XERIMUL.CH". 7. PLANTING TABL.E:TS -PLANTING TABLE:TS SHALL. BE: 21 GRAM AGRIFORM BLUE CHIP PLANTING TABLETS. 8. PLANTS -ALL PLANTS SHALL BE HEAL THY, OF NORMAL GROWTH, WELL ROOTED, FREE FROM DISEASE, INSECTS, INSECT EGGS AND LARVAE, THE ROOTS SHALL SHOW NO EVIDENCE OF HAVING BEEN RESTRICTED, DEFORME:D OR OR BOUND AT ANY TIME, VARIE:TIES AND SIZE OF PLANTS SHALL BE AS STATED ON THE PLAN. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION BY THE EN0INEER ON THE SITE: AT ANY TIME BEFORE OR DURING PROGRESS OF PLANTS SHALL BE REMOVED FROM THE SITE IMMEDIATELY. SPECIAL CARE SHALL BE TAKEN 1"0 INSURE THAT PLANTS IN CONTAINERS ARE: ADEQUATELY WATERED. 9.PLANTING MIX -ALL SOIL BACKFILL IMPUTS, UNLESS OTHERWISE NOTED, SHALL. BE PREPARED SOIL CONSISTING OF 4096 NITROLIZED ORGANIC AMENDMENTS AND 6096 SUITABLE EXISTING SOIL. PL.US POLYMERS PER THE FOLLOWING AMOUNTS AS NOTE:D IN C-2 BEL.OW. 10. SHIPPING TICKETS WITH DEL.IVERED VOL.UMNS OF EACH SOIL. AMENDMENT SHALL BE PROVIDED TO THE ENGINEE:R AT THE TIME OF DEL.IVE:RY. C.INSTALLATION 1. SOIL. CONDITIONING (NON SLOPE AREAS) AFTER RIPPING SOIL TO A DEPTH OF 12 INCHES THE FOLLOWING APPLICATION SHALL BE MADE PER 1,000 SQUARE FEET OF AREA AND S.H"'-l..1.....8.E.... IHOROIJGHI Y GIil T!YAIEO !NTO THE TOP B !NCH-E:9 Of Pf?.EHOISTENED SOil • CALCIUM Nl1RA1E (15.5-0-0) -6 POUNDS POTASSIUM SULFATE (0-0-50) -5 POUNDS TRIPLE SUPERPHOSPHATE (0-45-0) -5 POUNDS GYPSUM -50 POUNDS ORGANIC AMENDMENT 3 CUBIC YARDS. 2.TREE ANO SHRUB PLANTING a) EXCAVATE PITS WITH VERTICAL SIDES FOR ALL PLANTS, SHRUBS, AND TREES. PITS SHALL BE 1-1/2 TIMES THE DEPTH OF BAL.LS, AND TWICE THE'.IR WIDTH. b) BACK FILL MIX: BLEND THE FOL.LOWING MATERIALS INTO CLEAN EXCAVATED SOIL.. REMOVE DEBRIS, ROCKS AND FOREIGN MATERIAL. SOIL CL.ODS SHOULD NOT EXCEED 11/2 INCHES IN DIAMETER. RATES ARE PE:R CUBIC YARD Of MIX. CALCIUM NITRATE (15.5-0-0) • 1/3 POUND POTASSIUM SULFATE: (0-0-50) -113 POUND TRIPL_E SUPERPHOSPHATE (0-45-0) -1/4 POUND GYPSUM -2 POUNDS ORGANIC AMENDMENT 1096 BY VOLUME (3 CU. FT.) c) TERJ:<A SORB AG POLYMER SHALL BE ADDED TO PLANT BACKFILL PER THE FOLL.OWING: 1 TABLE SPOON PER 1 GAL.LON PL.ANT 3 TABLE SPOON 5 GAL.LQN PLANT 4 TABLE SPOON 15 GAL.LON PLANT 2 TABLE SPOON 1/2" CALIPE:R OF TREE TRUNK FOR SPECIMEN PLANTS LARGER THAN 15 GALLONS. UNUSED EXCAVATED SOIL SHALL BE DISPOSED OF OFF THE THE SITE. d) PLANTING HEIGHT OF SHRUBS AND TREE CROWNS TO BE 1 INCH ABOVE FINISH GRADE UNLESS NOTED OTHERWISE ON PLAN. e) COMPAC"f SOIL AT BOTTOM OF PIT AND TRAMP FIRML. Y. FILL SOIL AROUND BALL. OF PLANT USING BACKFIL.L AS SPECIFIED AND WATER THROUGHLY f) IMMEDIATELY AFTER PLANTING, STAKE ALL. TREES TO PREVENT DAMAGE FROM WIND AS DETAILED. g) C9RADE AREAS AROUND PLANTS, TO FINISH GRADE AND DISPOSE OF EXCESS SOIL. h) WATE:R -IMMEDIATELY AFTER PLANTING, WATER SHALL BE APPLIED TO EACH TREE AND SHRUB, IN SUCH A MANNE:R AS NOT TO DISTURB BACKFILL OR MULCH, AND TO THE E:XTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. (SEE PL.ANTING DE:TAIL.S FOR VARIATIONS FROM ABOVE.) 3. GROUND COVER AREAS PLANTING PITS FOR GROUND COVERS SHALL BE 4" X 4", OR ADEQUATE TO ACCEPT MATERIAL FROM FLATS WITHOUT CRUSHING OR DEFORMING THE ROOT BALL. PLAN"f AT SPACINGS AND IN AREAS INDICATED ON THE DRAWINGS. SOIL. SHALL BE FIRMLY PRESSED AROUND EACH PLANT, AND THE EXCESS SOIL. REMOVED FROM THE: CROWN. EACH SECTION OF GROUND COVER SHALL BE IMMEDIATELY WATERED UPON COMPLETION OF PLAN"flNG, OR WITHIN ONE HOUR. 4.MULCHING OF SHRUB AREAS CONTRACTOR SHAU. APPLY A MINIMUM OF ONE AND ONE HALF INCH AGUINAGA "FOREST FLOOR-O"TO 4" SIZE 1"0 ALL GROUND COVER AND SHRUB PLANTING AREAS AFTER COMPLETION OF ALL PLANT INS"fALLATION (ONE: CUBIC YARD COVERS 216 SQ .. FT. AT ONE AND ONE HALF INCH DEEP.) AREAS LESS THAN ONE INCH DEEP AFTER SETTLEMENT FOR ONE WEEK SHALL BE REMUL.CHED TO ACHEIVE THE REQUIRED 1" DEPTH.· 5.MAINTENANCE AND 6UARANTEE ALL PLANTING SHALL BE MAIN"fAINED (BY CULTIVATING, WEEDING, WATERING, FEEDING, SPRAYING AND PRUNING) FOR 60 DAYS AFTER COMPLETION ANO ACCEPTANCE: OF ALL PLANTING. ALL PLANTS NOT LIVING AFTER 60 DAY MAINTENANCE SHALL BE REPLACED. A FINAL INSPECTION SHALL BE MADE BY 1"HE ENGINEER TO VERIFY 1"HE FOLL.OWING: HEALTHY, PEST FREE PLANT MATERIALS, VIABLE WEED FREE GROUND COVER AREAS, STAKING OF TREES, ETC. DATF DATE BY DESCRIPTION APP'D. DESIGNED DRAWN REVISIONS CHECKED DATE JAMBOREE f<OAD MEDIAN LANDSCAPE CITY OF NEWPORT BEACH PUBLIC WORKS OEPARTMl!NT • SHEET 1Z OF -l:2.