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HomeMy WebLinkAboutP_5168_S0 / o, ,ry 0 ' •• 0) C ill 0. f'•, mi 0 s"tl w / . m "" "" D 0 < :3 u L 2. .3. 4. 5. 6 7. 8. 9. GENERAL NOTES ALL WORI< SHALL BE DONE IN A.CCORDANCE WITH THE APPLiCABLE SECTION OF APWA STANDARD SPECIFIC,i\TIONS FOR PUBLIC WORf<S CONSTRUCTION, 1994. DO r,oT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN DIFFERENCES EXIST TH,\T MAY NOT HAVE BEEi, K~JOWN DURING DESIGN. SUCH CONDITIONS SHALL BE l!vlMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY OF NEWPORT B[ACH R[PRESEl'1TAT,VE. THE COl~TRACTOR SH.A.LL NOTIFY THE CITY OF NEWPORT BE.ACH AND LA~IDSCAPE ARCHITE:CT TWO (2) WORK!f✓G D.i\YS PRIOR TO THE START OF CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTf TO CONDUCT HIS OPERATIOt✓S IN SUCH A MANNER SO AS TO PREVEr,T DAMAGE TO EXISTING SITE AMENITIES. IN THE EVENT OF DAMl',GE, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY AND TOT,\L EXf0 Er~SE FOR REPAIR OR REPLACEMENT OF SAID SITE AMENITY. THE CO"JTRACTOFI. SHALL PROVIDE SEVENTY-TWO (72) HOURS NOTICE TOO AFfTCTED UTILITIES WHEN RELOCATION IS REQUIRFD THE CONTR.i\CTOR SHALL f!OT CONDUCT !'.\NY OPERATIONS OR PERFOIC;M ANY WORK PERTAINING TO THE PRO,JECT BETWEEN 4:30 PM AND 7:~'10 AM ON ANY DAY, r,oR SATURDAY, SUNDAY OR HOLIDAYS t,T ANY TIME EXCEPT AS APPROVED BY THE CITY. THE CONTRACTOR SHAU_ NOT BLOCK DRIVEWAYS OF, VEHIClHAR TRAFflC AT ANY TIME EXCEPT AS DIRECTED AND /PPROVED BY THE CITY. THE CONTRACTOR SHAU_ COMPLY TO HPWH, APWA, WATCH TRAFFIC CONTROL HANDBOOK DUR:NG CONSTRUCTION. ALL CEMENT SHALL B[ TYPE \/ PER THE STANDA.RD SPECIFICATIO~,S FOR PUBLIC WORKS CONSTRUCTION. LATEST EDITION. D IRRIGATION CONTRACT 10. C◊r,TRACTOR SHALL CONSTRUCT IN THEIR ENTIRETY All. ITEMS OF WORK AS SHOWN ON PL4NS ArJD DELINEATED IN SPECiFICATIOf,S. 11. CONTRACTOR SHALL VERIFY .'\LL SIT[ COliDiTIONS, DlfAENSIONS, LOCATIONS, AND DEPTHS OF ALL UNDERGROUND UTIUTIES PRIOR TO START OF WORK. NOTIFY USA ALERT© 800 422-~13.3 (72) HOURS PRIOR TO START OF WORK. 12. CONTRACTOR SHALL KEEP JOEi SITE FREE or DEBRIS AT ALL TIMES. 13. ALL ANCHORS AND RE!NFORCEiitNiS SHALL BE HELD iN PLACC, TIED AND OR SUPPORTED TO PRIOR PL~CEMENT OF CONCRETE, 14. PERFORM ALL EXCt\V/\TiDN, COMPAClID 81\CK FllJ.iNG AND GRADING OPERATION 10 ESTABLISH ALL SUB GRADES AND Flr-llSH GR.ADES FOR ALL iTEMS OF CONSTRUCTION AS iND!CATED ON Pl.ANS. 15. CONTRACTOR SH.AU. MAINTAIN SITE IN WEED FREE CONDITION DURING CO/lSTRUCTiON BY SPRAYING ALL WEED GROWTH WITH "ROUNDUP" AND REMOVING GROWTH FROM SITE. ALLOW IO OMS BETWEEN SPRAYING A11D REMOVAL. 16. CONTRACTOR SHALL PROVIDE ALL SURVEY WORK NECESSARY FOR CONSTRUCTION. CONTRACTOR SHALL ESTABLISH ALL ELEVATIOriS FOR CONSTRIJCTIOft CITY SHALL ESTABUSH CONTROL ELEVATIONS ONLY. i 7. ALL LAYOUT AND FORMING OF CONS,RUCTION ITtMS MUST BE REVIEWED AND APPROVED BY lANDSCAPE ARCHITlC, PRIOR TO CONSTRUCTIOfL 18. RADIUS ALL EXPOSED EDGES OF CONCRETE wnH 1/2" RADIUS FINiSHING TOOL, I 9. ILL CO,~CRETE FLAT WORK: SHALL BE 4" THICK WITH I, MEDIUM BROOM Fi'ISH UNLESS SPECIFIED OTHEfNIISE 20. ALL WORK SHA.LL COMPLY WITH ALL REQUIREMcNTS OF THE CALIFORNIA ORGANIZATIONAL SAFIT/ AND HEALTH .~DMINISTRATION. t 1. ML NEW CONSrnUCTION TO ME[! AND MMCH EXISTING. 22. CONTRACTOR SHALL ERECT SIX FOOT HIGH TEMPORARY CHAIN LINK FENCE ft.ROUND !:NTIRE SITE AND /1.DDITIONAL TEMPORARY FENCING AS INDiCATED ON SHEET L-7 FOR DURATION OF CONTRACT. Il),~\JI~~f Gf' DIAL TOLL FREE ~m-J ,-800-422-413J ~ AT LEAST TWO DAYS BEFORE YOU DIG UrJDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNl/1 !I y ll ' APPROVED: ' i ------! D.STE 6'( I D D D D I I ' l RE~JOVAT!ON C=3165 -- •• ----------· -·--·------··- DESCRiPTlON APP'fi. REV!S!ONS SHEET cs L-·1 INDEX COVER SHEET COl'JSTRUCTIO~~ Pl..At•J CONSTRUCT!ON DETAILS IRRIGATION PLAN 'RR' lcA'l r,,N '' ::-TAI LC: l ,,!v I\..; LIL• ..___- IRRIGATION DETAILS SHRUB PLAN & NOTES TREE & GROUNCOVER Pli\N ~~-?~}(998 RCE 16791 DATE L-2 L-3 L-4 L-5 L-6 L-7 L-8 PL/-1,NTING LEGEND, t\JOTES & DEl4!LS RCE 24967 APPROVED APP~O~Q ,,_,,.-----.. _ / _ .. -'"-;, AfafROVED t I ,('. / \ .. ·--;;''("'>--,,, ,11 ,ff',• I PEN! NSULA PARK I .,,, --<.Y~~~/✓-.""-~£:' J5~'f~_.c1,/lvJy.,S ~ COMMUNITY SERVICES D!REc# DEVEL..OPMENT SERVlC[S MANAGER IRRIGATION AND FIELD RENOVATION: ' GENERAL ··stRVtC:""ts··"biiitC:1'0R -··- D/,T.~ ~J '?,(;,_/"l_/5 ...... ___ 9~r.~ /l>4</.?.f:r/99fJ. ....... ·-· .... DATE M:iPROVCD .A.?PROVED ---~ -------"' ~ ---~ --·-~"-·-U ~1/-"j' .# ... '\""';..""" '\ • " "'~-__ ,, ___________ ~---" ?-..t.,._;L....__..,.,....----.l..:t2~--c·</ ,( ½,~~_,.-L.,~4---~ ,-, _?t:-,,. :i > ' .. .. ' ~-CITY OF NEWPORT BEACH ' UTILl111:.S SERVICES MAN.~.GER i DATE C°-2.6~ :f'lf DATE S --2.. 7--'l& PUBLIC WORKS OEPARTMF.NT i ... ...... ··--· "'·-·. '., ..... ,.,, .. -----. .. --·· . ... . . , ., ....... --·-· ........ . ....... , . I Qd) Project; =- OSC-4.e \'. L 1-t;;;, • ·& 4 LO T""' m 00 ' 00 LO {O (\j m <( (.) Date; 5-22-98 Design; GG Job No; 97038 Description; COVER SHEET Sheet 1 cs of 9 I ., ~ ,,-, n ~ z :t~'---------' U) ::r. ...; ' ' f:~. ,, _o CJ JJ :,;,, ? ..:, z GJ z C .s, rn m JJ \Q) 0 Ul = -~ 00 ~ z C 7 ;;:, OJ m :D ,,~----~, z CD OJ m ,,, C CL (._j BANDING DETA!L ~ 42" HIGH VINYL COATED B CHAIN LINK FENCE\ L-2 ALTERNATE BID ITEM ', Notes 1 '. CITY WILL SPRAY AND KILL EXiSTiNG TURF GRASS. 2. CONTRACTOR SHALL GRADE SITE TO EST.~BLISH Fl.OW UNE AND GRADES AS INDICATED. S!TE SHALL BE GRADED TO ESTABLISH A UNIFORMLY SMOOTH SURFACE WITHOUT DEPRESSION OR ABRUPT CHANGES IN GRADE. FINISH GRADE FOR LAWN AREA ADJACEMT TO HARDSCAPE SHALL BE 1" BELOW FINISH SURFACE ELEVATION OF H/\RDSCAPE ,\FTER SOIL AMENDMENT OPERATIONS ARE COMPLETE. At.l FLOW UNE ELEVATIONS INDICATED SHALL BE F:NAL ELEVATIO!lS AfTER SOIL AMENDMENT OPERATIONS ARE COMPLET[. 3. CONTP.ACTOR SHA.LL Pl.ACE AND SPREAD ANY :XCESS SOIL IN Pl.ANTER BEDS TO CREATE MOUND!fJG AS INDICATED ON PLANS. FINISH GRAD[ OF PLANTER 8EDS ADJACENT TO HARDSCAPE SHALL BE 2' BELOW FINISH SURFACE OF HARDSCAPE AFTER srnL AMENDMENT OPERATIONS ARE COMPLETE. EXISTING UTILl1Y LINE ----, +8" MOW STRIP DETAIL BANDING DETAIL ~ 42" HIGH VINYL COATED , l-3,, CHAIN UNK FENCE ,~ ALTERNATE BID ITEM (l) L C ::i ~-W ..µ Cl l,') C Q) Q) Q) ..µ 0 E ..c Q) Cl ~ ~ L ~~ <( C C Q) -m C 2 ~ C: • r;:i Iii ..µ Cl (L 0 Ul Q) \) ...:,L o' r-L -('J ii3 >... _ _.J CL. CL I , I ! ( r-I ~ i?rojecil; \--~.t-iDSCAp <r-,\clf.-L. Ni,,. '\ &c, f i ~ ' ~fit * ·," l -2~""9""8 -/'. OF Ci'-\.. Datte; s-22~98 Desigllil; GG Job No; 97038 CONSTRUCTION PLAN of 9 P-5IG'8-S ?1 J:) . ~! '--- z c: s m m :D c'r-------, > z " ,, C r; ,, z 0 JJ 'r> :2' < z 0 z C 5,. iJJ rn II s ---~ ---~- • ~ ~ <== ~ ~ ~ / 0 :D ~ < z GJ I (\J ru NOTE: COLOR co~~CRETE TO BE 5238 SUNBAKED CLAY r 12" WIDE INTEGRil.L COLOR, CONCRETE BAND W / LIGHT BY: L.M. SCOFIELD CO. (213) 720-3000 / 1 BROOM FINISH ~ #4 REBAR ';I:: 1 IN CENTER I / CONTINUOUS 6 "!6" I F.G~ :-ITT~ :r--EXISTING SIDEWALK {: , 1f~ fi)':ij ::~~; . ~ ;7i~ --~ -, i! l1~(fl'UL1jU_J;:::::T :.::_:T:\_i))_.,:::.·· ; ,:::, ·., Ii•• ·II!····--·'', ....... ,;:·· J ---• , ) ____ , , ,_, I j 6" #4 REBAR SOWELL @ / DRILL EXISTING SIDEWI\LK DOWEL AND EPOXY 90% COMPACTED--+- SUBGRADE NOTE: COLOR CONCRETE TO BE 5238 SUNBAKED CLAY BY; L.M. SCOFIELD CO. (213) 720-3000 24" O.C , TO ACCEPT NOTE: -/-1 5/8" 0.D. TOPRAIL POWDER COAT ALL RAILS I .A.ND POSTS -COLOR TO 7-2 3/8" O.D. LINE OR BE BU\CK. -'1----,:1,,,,/ END POST INTEGRi\L COLORED ------'~ /--9 GUAGE 2" MESH ViNYL COATED CHAIN ur~K FABRIC, KNUCKLE SELVAGE CONCRETE BAND SEE DETAIL ",t," THIS SHEET ;_ TOP AND BOTTOM. COLOR TO BE BLACK. I SEE SPECIFICATIONS. r,, \ 1 • -/---1 5/8" O.D. Bon·oMRAiL " '-'-,1,._,.,_,-.,,C . s:t" EXISTING SIDEWALK ,...--CONCRETE V!IALK ./ ./'"' _.,, .. (?J/'"'~ COLORED CONCRETE B/>,ND TO BE /. J,, • 1 - --: • ·, i; ' ,,..,. ' M scoF1~·Lo COLOR "'·, "'8 r1 Av •, ,,.J'£. 1···· .· ,..., _,,. L,! . 1 • t_ . .J .JL..J <.J-I • I °' " NATURAL GRAY CONCRETE .'' . 5 --, ----.,, A .. INSIDE BAND AREA [_,~;/ ~ T~I\SH RECEPT,\CLE FRO~ OU!CK CRETE_ ,_._·:~_-.i_.:7"-1' MuDEL OS-CAL 2550 SL,W--K. COLOR SAND, .~----+.c+>·•c:..ccc.c·':.:c:._;"\ "-._ ~'R FiNISH-SMOOTH. COLOR OF SIDE ACCESS DOOR \ j • -BLUE, TO BE ORDERED WiTH CITY OF NEWPORT BEACH LOGO INSET iN THE RECEPTACLE. \ CALL RICK (909)737·-6240 \__CENTER TRASH RECEPTACLE (~ NOT TO SCALE ~) ----------------------------------------------------------------------------------------~ • CL >-1- i' i' 24" ~ L C ::i \S1 ..µ ..µ lj U) c::: ~ ~ v E ..µ 0 Q) .£ u ~ \S1 L Iii <( '(i, C C f\'j <lJ -C :> u.. C i\i CT;\ ..w v (L 0 \fl v 'iJ ...:iL. ,...,. ) C L V Iii ('\) L ...J (L CL. 0 Project; ~ cc <( 0... <( ....J ::., U) z -z w 0... ~ CT) '1' <(J lf) - 0 ' 1'· (\j 'Si' "-' 'I' !::: ~ -'I' ~{\j-<f\,., ...... £<()~-· !-N ~ iJ) tl., l!;l'<Co, S:Zl'• Z ~ CD ooo i~r:: <( Ou£:::. U ~'1"" I '7 - ' l-Qt-,. <fl -m ~}-~ , oL lLJ J lLIZ tr) :j O ' ~;.;~f <{ 1Date; 5-22-98 7 Design; GG Job No; 97038 Description; CONSTRUCTION DETAILS Sheet 3 L-2 Of 9 P·SIGa,S·S .. a " a .. ;7, ~ 71 I ~I co '" TI ' a ,, ~ ,,., );.• < ' z ['1 C. > ~ Tj ;:~ 'S 0 ~ ~· .JJ 2 .~ " (..: ·c [1 f'. --- ·-L C ~ OJ m JJ z C .-.. ~ (D rn JJ '''------' • I Q ~ Cl O U JJ J.1 O 0 ,., 0 Tl :D ~ 3 ; -,-I\ 0 JJ ~ <..., z G) z C ~ OJ m II Irrigation Legend SYMBOL DESCRIPTION RADIUS PSI GPM DETAIL \9l ~ Q'l TORO TORO 308-00-03 POP-UP STREAM ROTOR 308-00--03 POP-·UP STREAM ROTOR 30' 50 50 1.61 H ~ © <1,- I @ f2l TORO 304-00-15 POP-UP STREAM ROTOR TORO 308--00-15 POP-UP STREAM ROTOR TORO 316-00-':5 POP-UP STREAM ROTOR TORO 570-15-F-PC POP-UP SPRAY TORO 570-15--TQ-PC POP-UP SF'RA'r TORO 570-15-H-PC POP-UP SPRAY TORO 570-15-Q-PC POP-UP SPRAY fORO 640-02-44-360 POP-UP ROTOR TORO 640-02-44-180 POP-UP ROTOR TORO 640-02-··44-90 POP-JP ROTOR GRlSWOLD DW SER!ES ELECTR1C REMOTE CONTROL VALVE SEE PLAN FOR VALVE SIZE ANO FLOW. N!BCO BRASS BALL VALV[, RAT!NG-L!NE S!ZE. RAIN BIRO i '' QUICK COUPLER VALVE MODEL 44RCRC [XiSTING BACKFLOW PREVENTOR INSTALL STRONG BOX ENCLOSURE MODEL S88C30-fa.L. FOLLOW MNsUfACTUERS RECOMENDAT!ONS FOR INSTr\L.LATiON. RAIN MA.STER-24 STA110N IRRIGATIDr✓ CONTROLLER MODEL No. DX-24-PS-03-RF CONTACT AL LASTUGI< AT RAINMASTER (714) 536-3772 MOUNTED IN A RAIN MATER PEOESTA~ 30' 24' 15' 15' 15' 15' 60' 60' 50 50 50 40-75 40-75 40-75 3.23 1.52 3.04 6.08 3 .. 30 2.50 1.65 40-75 .81 50 50 50 18.6 18.6 HYDROBOOST PUMP MODEL IL-1 llOBSP9QP2-·5.0 ACO(X)EFH,.MNOQ .. .,. ..... .., .. RAINMASTER FS FLOW SENSOR (LINE SIZE) INSl,\LL PER MANLJFACTUER'S RECOMMENDATION GRISWALD MASTER CONTROL VALVE MQDEL 2265 2 1 /2" CONST/\NT PRESSURE MAlN UNE TO BE CLASS 515 PVC W!TH SCH, 40 SOLVENT WELD FffT!NGS INTERMllffNT PRESSURE LATERAL UNE TO BE SCH. 40 PVC WITH SC. 40 PVC SOLVENT WELD FiTT!NGS. SLEEVING TO BE SCH, 40 PVC OR ABS POTABLE WATER LNETO BE SCH. 40 PVC NOTE: !RRIG/:1,TlON PU\N !S DIAGRAMA.TlCAL ALL MA!NUNE N.JD LAJERAL UNE TO 8E PLA.CED fN LANDSCAPE ARE.i\S WHENEVER POSSIBLE. VALVES SHALL BE LOCATED IN SHRUll P.REAS. ~CONTROLLER AND STAT!ON /, i~ MUMBER / (__.,,.. ~ VALVE SIZE , (I'" lo&. \~GPM OF SYSTEM H H H H H H H J D E C L J A A Irrigation Notes 1. 3. 4. 5. 6. 9. 10. ALL WORI< SHALL COMPLY WITH THE LATEST EDITION OF "UNIFORM Pi.JflBING CODE" A.S WELL AS PROJECT SF•ECIFICATIONS. IRRIGATION SYSTEM DESIGN PRESSURE IS 93 PSI STATIC PRESSURE, AT A MAXIMUM DESIGN DEMAND OF 100 GPM. STATIC PRESSURE AT METER IS 55 PSI. CONTRACTOR SHALL \/ERIN STATIC PRESSURE ON THE SITE A1 PO'NT OF CONNECTION PRIOR TO START OF WORK. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATfENTION OF TH[ LANDSCAPE N~CHlTECT. IRRIGATION SYSTEM SHALL fJOl BE MODIFIED OR CHANGED IN M✓Y WAY WITHOUT THE PRIOR WRITTEN APPROVAL FROM THE L\NDSCAPE l1RCHITECT. ALL PIPING BETWEEN METER, BACI< Fl.OW DEVICE AND VALVES SHALL BE OF MATERIALS AS APPROVED BY BY LOC.~L ORDiNANCES. INSTALL. CONSTANT PRESSURE MAINLINE 24" iNCHtS BELOW Flt'<HSH GRADE 1\ND 24" BtLOW SUBGRADE OF• "'RE-TS AN~ /r·,p ORI' ~s .._,; t,.. , '-'r _.., Vt.. INSTALL INTERMiTITNT PRESSURE LATER,\L LH,E 12" TO 18" BELOW FINIS'-! GRA.DE AND 12" TO 18'' BELOW SJBGR~DE OF STREETS AND/OR DR!VES. REFER TO SPECIFICATiONS FOR FUFffHER \NFORM,,\TIOhL ALL REQUIREMENTS OF THE SPECIFICATIONS SHA.LL BECOMF PART OF THE IRRIGAIICN WCRK. ALL IRRIGATION VALVES SH,\LL BE PLACED Ir✓ PL~NTER AREAS, AND ALL IRRIGATION VALVES SHALL BE PLACED DIRECTLY ADJACENT TO MOW CURB/STRIP. CONTRACTOR SHALL REMOVE A.LL EXISTING HEADS, VALVE'S, AND CONTROLLER. CLEAN AND TURN OVER TO C!TY. ABANDON EXISTING PIPE iN PL/\CE. cor,TRACTOR SHALL CONTACT RANDY ,<EARNS, PARK SUPERVISOR AT (714) 644-3082 ONE WEEK PRIOR TO START DATE FOR SALVAGE OF EXISTING IRRIG/\T!Oti EQUIPMENT, iNCLUDING BUT NOT LIMITED TO EXISTING SPR!NKLER HEADS. VALVES, CONTROLLER, BACKFLOW UNIT ETC, e.Q,Q, EXISTING 2• METER 55 PSI. INSTALL "T" TO EXISTING MAINLINE ~ BETWEEN WATER METER AND BACKFLOW PREVENTER, CONNECT 1" SCH. 40 PVC POTABLE WATER LINE TO "T" ~---1NSTALL PUMP, MASTER VALVE, FLOW SENSOR BEHIND SIGN. ---- AND ,---'EXISTING PALM TREE (TYPICAL) o" 20' 40' 60' --1 -1 I Q) L C (j) 'I' U) :J \)' .µ J .µ (,,) \f) s::: (l.) (J,,) Q) .µ 0 C l >-.£ Q) (,,) -liJ-\)' L 131 \"\) <( C I C ~ Q) -C 2 <;),_ C ('\i \iJ --1,..\ I (,,) (L 0 \f) l Q) l \) _.:,I_ <Y I C L ru ru L _J (L (L C'l 0 ' N t-,. st tu 'I' I-~ -,;-:::,('\I_ (_f) ('() t",... -~c:a- i'.=N ~ ;iID1L ~.J•:! ~ 5 :z r--. z"' <lo ooo 2l.1.... ! 2::i~1 <( 0 <>'. [::. u l:9 .J .-z--,nor--. ~, ~-r" "2tw u) U.lZ tn :-3._, 0 ~ -:::, :r:: U) lL. £L I I .-11 I I I ~ ll.f) '11""" m :ii: a) 0 co 0 ll.f) ~ (0 w ('\I O') 00 ~ I}-, 0 X oc -©t: db 0 ~ @,, "' 0 @,, co ~ s © w ~ w fi'. m .,,,Jl ~ v=' I=-~ ~ Me, {Ot m 0 0 0 ~ 00 I!:!,. = > ~ • $ 0 w ~ w = n @,, 0 @,, ~ \,;:t,USCA Co'<.,°,,:-,~ r "2' ,.. 71 I -✓ , \ * ,.. .f * ' ' \/ ' ' '· -~ 5-22-98 /4 ~rf': OF Cf<'-\'< Date; 5a22~98 Desngrrn;GG Job No; 97038 IDlescri[Ption; ~~rfl~GATiONl PlAN srnieet 4 l"3 of 9 P·5/f,8-S '-z " G; ' .;J C ., ~ ·" p " fR " '" C rJ TI 7 y m =+ :---1 -i"' D· \._ . .s:., ~ Jo z ;r p 0 )1 n ., CJ u )l " u ·n ,·, 0 " ?; ~,! -, ~ " ~ z )F 0 .-' Xi ,, ; :S z m n 2: " ~! ~L -L C s: II ~.J 0 JJ ~ z w ~ t ~ = ~ ~ ' ~ ~-· .. -·----• 0 'TI ,../-, k• < :s I '7 ,<,. G) I ~I ~ ITT m II -····-"-··~ ' ! 0 JJ ~ z (7] POP-UP SPRAY HEAD~ PVC LATERAL LltJE--_,,- llU{U.iA TIUN JH.lU:::;t • 'l t'UMI' ::uiJ,.11.ilJS HYDROBOOST booster nump syslern, factory prepiped and prev.tred and mounted on a galvanize'ct sle"l skid base,¼i!h control panel, cast iron/bronze fitted pump \'\~th integral flanged suction and discharge connections,three phase motor, interconnecting piping and ,-,rmg,pressure reduong va_Jve, by· pass line mth valve, pressur~ gauges ¼1th ball valve shut of cooo.Sys,em complete ½ilh .Stainless steel enclosure anu control pmel mounted on a concrete pacl HYDROBOOST MQQEL.IL.JOOBSP9QP2·5,0ACDEFHJ MNOt« Y ,ZIJW $'WI /'CH ( Cl" ll(;lrdl) Sl(lt) !J(ITfll/FLr VAlYE (S) PUMP /,II ... 7£.M,,e, SJ'!.'/TtH ( 0,b,,""'.'i)'\/:/, ) ' I I ,.-1---(Nl'LOSII"< ' • lJYDROB()OS"f .. .. . ....... C - CONTACT: Bear Stale Puinp. ()nlario,Ca 800·350-1660 IRRIGATION BOOSTER PUMP SYSTEM Hydroboost modei: IL-100BSP90P2-5.0 ACD(XJEFHLMNOQ Irrigation booster pump package shall be a factory built, preplped and prewired assembiy, mounted on a fabricated steel skid base. Design conditions_ 1D0_GPM @90' TOH, exdusive on any pressure drop through the system. Piping.Valves and fittings shall be of flanged construction. Piping and skid shall be hot dipped galvanized after fabrication. Pump isolation and bypass line valves to be full lug butterfly valves with bronze discs, COMPONENTS: .f'J.f.MP· cast iron/bronze fitted in line type with flanged cast iron volute.bronze impeller. wear ring and sleeve.Bs manufactured by Peerless Pump model PV2"x2"x6". Pump'to be fusion bond epoxy C03tt:::d with SS fasteners, f,1Q'[Q.B;5 HP ,_3500_RPM, ····VOLT 3_PHASE Frame 184JM S.KIQB_A,_$..1=~ Fabricated from rninimum3" channel steel. to be he! dipped galvanized af1er fabrication. ~ESS.O.RlES & OPTIONAi EQUIE'MEN . .I: s.YJv.£M.CQV£R: 16 guage 316 SS sheet metal Enclosure bo!ied to the skid base with hinged cover. l'Rll.VALY.ta;Bermad 720-20 pressure reduchg valve wi!h integral check feature. ELSJJ11.S..WITCH: Watts FS20,NEMA 4 fiow switcl1 to sense flow; if no flow in 20 seconds relay_ wit! shu1 off pump. 1...QJti..SUCTION PRESSURF SWITJ;;/j; Fumes reverse acting pressure switch to shut dow:n pump if .s uction pressure drops below 7 psi CONTRQLf'ANEL: NEMA 3R, Door in door deadfront enclosure with UL label, 304SS construction.Pane! to contain HOA selector switch; magnetic starter, fusible disconnect, 24V start relays, control transformer and relays for no fJow/off,!mv suction/off. VAL \I.ES: Full lug butterfly vaives on pump inlet & outlet and in by pass. .G.llil..GE.S.; 2-1/2" Liquid filled. stainless steel backed with brass ba!! valve on stern .COtJCBETE PAD: 48"xli4"x8" pre stressed with rebar Sy stern to be p2h1lcd wi!h hvo coats of industriat grade e:12.niel. SvstPm enclosure to be rowder coatc,d grcpn A iactory Pei son to :·stari Lip., ~vs tern. Pump Information J ) (--.., ~•~-~:'.,~~;;,~~~;,:;;~;:;,;~===================~N~OT~T~O~SC~A~L~t ~ LATERAL TRIPLE SWiNG JOINT·--"-. DURA #EOOS-1, '. • ' NOTE: INSTALL SPRINKLER AT FINISHED GRADE NOTE: INSTALL SPRINKLER J-AT FINISHED GRADE !II b:;-, -+-----SPRAY SPRINKLER =La=w==n=S~p~r.,..,ay~H=ea=d==~~'."'.'.'"('/~ NOT TO SCALE \....:__/ PVC SCH 80 Remote Control Valve 0 LJ Project; LO -r-0) co ' co lO (0 C\.I 0) <( (.) Date; 5-22-98 Design; GG Job No; 97038 Description; IRRIGATION DETAILS Sheet 5 L-4 of 9 z C $ Ul m :r:J ,,,..-----, ,. " t, F: ".:l n (' '; fj "() \\ ~ ~ ~ ~' t: ~ 7 ~ " ,? .T' I? :s ,_, 2'. .1"'1 0 ~ ~ z G) z C s;: DJ m JJ main line, lateral line and control wires under paving. grade compacted on site soil " main line or-·--~ lateral line control wires bundled at 10 ft o.c. in sch 40 PVC pipe notes: \ mainline'-- --sand backfill \ -lateral line Lpipe bedding dimensions ro ary ,ea s min. 3/ 4 inlet all other heads A 14" 12" \ \ f backfill ,__ ___ control wires bundled al 10 ft. o.c. Lpipe bedding 1. Allow 4" horizontal and vertical ciearance between adjacent lines and 12'' clearance between utility lines. 2. Compact trenches to 90%. 3. Backfill lo be sand or material approved by Landscape Architecture Irrigation Trenching DS-· 1 00 & DS--400 DRI SPUCE WIRE CONNECTOR (CONTROL / WIRES I SLEEVE (FLEXIBLE PVC) (RIGID PVC) 1. INSERT WIRES THOURGH HOLES IN BASE BODY. 2. TWIST STRIPPED WIRES TOGETHER AND APPLY CRIMP SLEEVE WITH AN INDENT TYPE CRIMPING TOOL, TRIM EXCESS BARE WIRE. 3. DS-100 ONLY-FILL PLUG TO BRIM WITH CHRISTY'S ELECTRA SEA.l. COMPOUND. DwG 4. INVERT BODY AND INSERT PLUG INTO BODY UNTIL IT SNAPSTIGHT 5. PUSH WIRES ALL THE WAY INTO THE PLUG TO COMPLETLY SEAL THE CRIMP SLEEVE. 6. DS-100 ONLY-BE CERTAl~J SEALANT HAS FORMED INTO ALL HOLES IN BODY EV□UJT10N DX2 " FLO'w SENSOR INSTALLATION FCR 3' rLDV SENSUR,DifJENS:ItlN 'A' MINIMUM 30~ nJ"l[NSJ.ON 'E' M1NIMUM 15' U;-,on CCl'lp\et!ori of the phydc:d lnstc.lktlor. of th!:" {low senznr. t:cMptete the wiring corinec{;icr, frof'l the f\0>1; ser,sor to t.he DX2 coni:rotler by f'oHowlni;, th/" f):"(;Cf'durc bs,low, !, TURN THE POWER OFF Ai THE CONTROLLER 2. At. 1:he Floi,,, Sensor: _ ,. Connect the BLACK w-lr!? of tt":P flow Sensor io 'the BU.CK wire of the EV-CAB-SEN!'> , ::;:ensor c;;u::,\e Connect the WH1TE «ire of iJ-,t> rtow Sen::::or to -the WHITE "'ere of tne "'EV-CAB-SEN" , SPt)Sar t:o.blA :t:Use-the 111i?o.i:hel""pr-ol'lf connec:tcf"s pr~ovicled wlth 'the Flow Sensor to Muke tr;e sp\lce, 3. At the-coni;1~otl,::,r, ~ Cor,Y1ed BLACK wire c,f "EV-CAB-SEN" tc "INPUT 1 -" vf' the SENSOR "fEP.MINAL B□..:.,Rn'-PC~DXc:ST), Connect WHITE wire of "EV-CAB-SEN" to "!NPUT 1 +" of' the S.ENS□R TERMINAL BDARD(PC~DX2ST), 4 • T•.1rn POWER ON o.t ·the Conko!ter·. 5. Set the Rain Ma.stEr ":"." o.ncl "OFFSET" v.:cli,;.es for -the Fl(.lw Sensor-u.t t1,e ::::0ntrDtler bc.sed on the -t.ype unci ;;,!ze of the now Sensor instcdlect REFER TO THE TABLE PROVIDED WITH THE FLO\✓ SENSOR FOR CORRECT •x~ Ai\:D 'OFFSET"" flJR YOUR APPUCATIDN. FS!OB Flow Sensor (~ NOT TO SCALE ~,) PEA GRAVEL----' 1 CUBIC Fr BROOKS #1100 ROUND~ PLASTIC BOX WITH LOCKING \. LID MARKED QC ON BOX UD (BRANDED) Quick Coupler = ~-----,.•·------ Controller QUICK COUPLER VALVE r-SEE LEGEND FOR MANUFACTURER / & MODEL ....----\ -(El NOT TO SCALE "-._:'.,/ BOLT TEMPLATE NO"tE:: A) 3T Top Lld !.'io~cd, 49•· fop Ud Open 8) l.5 . ..'i~ Door & Lid Clos.,d, 30" F"rnnt D.;ior Open C) 15.-3 Door Closed, 15.3 Front Doy Open FRONi (l) L =i _µ \'.j (l) _µ ..c \J L <( (l) ~ ('\) 0 \fl \J C ('G __J I 0 C W_µ iJ) r: (l) (l) D E (l) -113-w w ('\j ,- C '-· -l"u C ~ C \\J _µ 0.... \j (l) ~ o' L (IS L. 0.... 0.... I i ( I ~ LJ ·, I Project; I ' I I LO Cl (\J Date; 5-22-98 Design; GG Job No; 97038 Description; IRRIGATION DETAILS Sheet a L-5 of 9 c,,------, ~ z ~ g ':l '~ L g 7 0 JJ ];,, ~ 7 t;i z C < co rn JJ )f;, ____ _., II\ ~ G' C, "I\. .£:, "'~ 0 ~ = ~ ~ () ~ z C s: CIJ m ::ti } 6 HEB SPE 5gol. 29 LIM PER 5goi. 25 CAR MAC 5gal. 8 MYO PAC 5gol. 1 1 HEB SPE 5gal. SHRUBS HEB SPE MYO PAC CAR MAC LIM PER GROUNDCOVER TURF COMMON NAME SIZE DETAIL QUANTITY CAL FAN PALM lEA TREE RELOCATE PER PLA.NS !-.ND SPFClFICATIONS EXlSTlNG B HtBE SPECiOSA "IMPER!ALIS" MYOPORUM "PAC!f'ICUM" CAR!SS/\ MACROCARP/> .. "TUTTLE" UMONIUM PEREZ!! OSTEOSPERMUM FRUTICOSM BERMUDA BLEND BY AGRONO TECH - BALL~-IELD MIX NO. 2-.1\ o" I SHOWY HEBE MYOPORUIJ DWARF NATAL PLUM SE/'-\ UNENDER AFRICAN DAISY PLANTED FROM FLATS C' O.C. 5 ~ ~ " ~ 5 .-, l\j GM .. ,. G/.\L. GAL. GAL BERMUD,A BLEND HYDROSEEDED SEE SPECiFICAT!ONS 20' 40' 60' I F--·-11 t======j C C C C A 2::, ! 17 !6 47 50 6275 SF ·108441 SF ~ 0 I l I I LJ I l I Project; Date; 5-22-98 Design; GG Job No; 97038 Description; SHRUB PLAi\J Sheet 7 L-6 of 9 -,~ ,., - ,§ " , u JJ ~ ~ z Gl z C '? :S,. IIl m :IJ .:::. L s: OJ fl7 JJ ru '° 1 1 14 WAS ROB EXISTING PROTECT IN PLACE LEP LAE "E" TRANSPLANT ALTERNATE BID ITEM 1 LEP LAE "B" TRANSPLANT ALTERN.L\TE B!D ITEM 1 I LEP Ll.\E LEP Ll.\E EXISTING Planting legend 1 LEP LAE EXISTING TREE "F" RELOCATE ABBREVIATION TREES W.t;S ROB LEP IAE SHRUBS HEB SPE MYO PAC CAR MAC LIM PER GROUNDCOVER ALTERNATE BID ITEM RELOCATE Al TFRNATF Rifl ITFM BOT.ANICAL NAME COMMON NAME SIZE DETAIL QUANTIT{ WASHINCTONIA ROBUSTA EXISTING TE!\ TREE CAL FAN PALM TEA TREE RELOCATE PER PLANS AND SPEC!FICATIONS -ALTERNATE BID ITEM- EXISTING 8 7 HEBE SPECIOS/\ "!MPER!AUS" MYOPORUM "PACIFICUM" CARISSA. MACROCARPA '1UTTLE" UMONIUM PEREZII OSTEOSPERMUM FRUTICOSM SHOWY HEBE MYOPORUM DWARF NATAL PLUM SEA LAVENDER AFRICAN DAISY PLANTED FROM FL!\TS 6'' 0.C, 5 GAL. 5 GfL 5 GAL 5 G.AL. BERMUDA BLEND HYDROSEEDED SEE SPECIFICATIONS NOTE: C 17 C 16 C 47 C 50 A. 6275 SF 106441 SF ALL TREES TO BE TRANSPLANTED ON THIS PROJECT ARt TO 81=" BOXED AND MOVED PER PRO,JECT SPECiFICATIONS. 1 LEP LAE "D" TRANSPLANT Al TERNATE BID ITEM O" 20' 40' 60' L. __ _ [ I Q) L C ::i 131 ..j.j ..µ u \f) C Q) Q) Q) ..µ 0 E ..c Q) u * 131 L 131 (i;i <( C C Q) -~ 22 ~ 11:S n;j ..µ u Q_ u \f) Q) 13 -':,L ~ C L 11:S fi5 L _j Q__ Q_ ! ( I l ' ~ 0 '------' Project; NOSCA,<J .K L I I. &~ '-<- ( • \. '• ;;~:::,s1.·); '"',. -~""' . 5.22:sa ,,_'J; ~ -~ • oi=c r-I,.\'<: o Date; 5-22-98 Design; GG Job No; 97038 Description; TREE AND GROUNDCOVER PLAN Sheet 8 L-7 of 9 P-::>I (.:,E\-S I ( I ~ \; ? I 0 r 0 i:1 " 0 D " " C ~ "' D " ~ '" ' ,. b s 7 .. w "• " • 0 ',i "' '" > $ " z :'I ~ c:: 2l ~ z :s L ,-'- $'. CJ m Ii ' \ I □ JJ ~ < z [i1 z ~ ~ -;, s. rn rn JJ = ~ ltl~ 0 ~ 0 JJ ~ z G) z C s.: [D rn JJ ! ' .J co rn o, ,, cu 0 m 0 VARIES 4' HIGH WATER BASIN, REMOVE ONCE SHRUB IS WATERED IN, '"·---TWO TIMES CONTAINER DIAMITER TREE PLANTING DETAIL ~;'\ ~==~====~~~) EQ, I 0 ~ PLANT LOCATIONS / .1 0 0 0 -----~------JL,6" O,C. DIMENSION j EQUAL DIMENSIONS, SEE PAVING, BUILDING WALL, CURBING ___j PLANTING LEGEND AND/OR OR OTHER AREA LIMITS, PLANTING PLAN FOR O.C. DIMENSION, Planting Notes 1, VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO START OF WORK. 2, DO NOT lNST,I\LL TREES CLOSER THAN 1 o' TO ROTOR OR IMPACT HEADS, A~m 3' TO STREAM OR SPRAY HEADS 3. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL THEFT OR DAMAGE TO PLANT MATERIAi_ ONCE PLANT M!ITERIAL IS DEUVERED TO JOB SITE. 4. UPON COMPLETION OF PLANTING. THE CONTRACTOR SHALl. ARRANGE FOR A SURSTANTl/>.L COMPLETION 11.ISPECTION BY LANDSCAPE ARCHITECT CONTRACTOR SHALL CORRECT ANY DISCREPANCiES FOUND PRIOR TO FINAL INSPECTION i",ND ACCEPTM~CE OF THE PROJECT. 5. SOIL PREPARATION INCORPORATE THE tOLLGWING MAT[RIALS INTO ,/\LL LAWN AND PLANTER AREAS PER 1,000 SF. ROTOTILL ~1ATERIALS INTO AREA TO A DEPTH OF 6". WATER THOROUGHLY AFTER ROTOTILUNG IS COMPLETE. TURF AF!E/\ POTASSIUM SULFATE (0-0-50)-3 POUNDS SINGLE SUPERPHOSPHATE (0-20-0)-POUNDS AMMONIUM NITRATE (34-0-0)-3 POUNDS CYPSUM -20 POUNDS SHRUB AREA AMEND EXCAVATED SOIL AND USE FOi~ BACKFILLING, RATES ARE PER CUBIC YARD: POTASSIUM SULFATE (0-0-50)-1 /4 POUNDS SINGLE SUPERPHOSPHATE (0-20-0)-1 / 4 POUND AMMONIUM NITRATE (34-0-0)-1/4 POUND GYPSUM -1 POUND SOIL AMENDMENT -15% BY VOLUME SOIL AMEND!,1ENT A. MATERIAL SHALL HAVE AN ASH COtHENT OF NO LESS TH/\N 8 % AND NO MORt THAH 50 %. C. THE SALT CONTENT SH,I\LL BE LESS THN~ 15 MILLIMHO/CM @ 25'C. ME/,SUf1ED IN i\ SATURATED PASTE EXTRACT. D, BORm1 CONTENT OF THE SATURATED D<TRACT SHALL BE LESS TH,I\N 1,0 PARTS PER MILLION, [ SiLICON CONTEi~T (ACID-INSOLUBLE ASH) SHALL BE LESS THI\N 20 %, r CALCIUM CARBONATE SHl1LL NOT BE PRESEN1 It TO BE APPUED ON ALI\AUNE SOILS, G. TYPES OF AOCEPT1\BLE PRODUCTS ARE COMPOSTS, MANURES, MUSHROOM COMPOSTS, STRAW, /i.LFALFA, SLUDGES, PEAT MOSSES ETC, LOW IN SLATS, LOW IN HEAVY META.LS, FREE FROM WEED SEEDS, FREE OF PATHOGENS AND OTHER DELETERIOUS MATERIALS, H. REFER TO SPECIFIC1I.TIONS FOR FURTHER l~ff'OF<MATION, THE GENERAL REQUIREMENlS OF THE SPECIF!CATIOrJS SHALL BECOME PART OF PLA.NT!NG WORK, L ,A REPRESENTATIVE S1iMPLE OF THE BOTANICAL NAME TAGS, FURNISHED BY THE NURSERY STOCK SUPPLIER, SHALL REMAIN ATTACHED TO THE PLANTS UNTIL Fii~A.L iNS1JECTION. J. PLANTING OF GROUND COVER SHALL BE CONTINUOUS UNDER ALL SHRUBS THROUGHOUT THE PROJECT SITE, K, SLUDGE-BASED MATERIALS ARE NOT ACCEPTABLE iF THE SOIL ALREADY HAS A HIGH LEVEL (TOXIC LEVEL) OF ZINC, COPPER OR OTHER HEAVY MET/I.LS BASED ON SOil ANALYSIS. L, C~RBON NITROGEN RATIO IS LESS THAN 25 1. M. THE COMPOST SHf,LL BE AEROBIC WITHOUT MALODORUS PR[SEl~CE OF DECOMPOS1110fl PRODUCTS. ft THE MAXIMUM PARTICLE SIZE SHALL BE 0.5 INCH, 80 ~; OR MORE SHALL f'f\SS 1,iO 4 SCREEN. MAXIMUM TOTAL PERMISSIBLE POLLUTANT CONCENTRATIONS Ir~ AMENDMENT IN PARTS PER MILLION ON A DRY WEIGHT BASIS. ARSENIC 40 COPPER 250 ,'rlr-N1"1~ ✓C. c.. 1,U: 50 CADMIUM 15 LL4D ~no ,)J <'.;[i VER '-' L.~ " .30 CHROMIUM 100 MERCURY 10 VAN,\DIUM 50 Cf'BA' 1· ,,, ~' , L. 50 MOLYBDENUM 60 ~1N1r L ;..,, 400 NiCKEL 100 6, REFER TO SPECiFiCATIONS FOR FURTHER iNFORMATll!rl THE GENER/>J REQUIRMENTS OF THE SPECIFICATIONS SHALL BECOME PART OF PLANTING WOl~K. 7, A REPRESENTATIVE SAMPLE OF THE BOTANICA!. t,JAMt: TAGS, FUfi~JISHED BY THE !~URSERY STOCK SUPPUER, SHALL REMAIN ATT/lCHED TO THE PLANTS UNTIL FINAL INSF'ECTION, 8, PLANTING OF GROUND COVER SHALL BE CONTINUOUS UNDER ALL SHRUBS THROUGHOUT THE PROJECT SIT[ 9. LANDSCAPE ARCHITECT SHALL HAVE THE OPPORTUNITY TO INSPECT AND APPROVE ALL PLANT MATEf1IALS AT JOB S!TE PRIOR TO PLANTING, /\LL MATERIAL FOUND TO BE UNACCEPTABLE SHAll BE REMOVED FROM JOB SITE /\ND REPLACED WITH Acr[c'TilBLE I "T"R'AI 'T ,~oNT0 ACTnRc E''PF''CTC' NO or·,~T CXTRA 1'111 l B" _, ·1.n ,VIAL., i •-· A u r 1<. , v. 0 ,\ _r,L,r:..,..). ,J~) t_, , ~ L. t ALLOWED. Project; \.i't,DSC;\ ,.'!.t~'v 'r-,0v. 1 •. 4 ;p '"~ ' ' r-.... \ \ * ~~~' '· , 9 """·'"" 2-98 , - Cl\ I.O "'l"""" 0) ro I ro LO <D N m <:( 0 Date; 5-22-98 Design; GG Job No; 97038 Description; PLANTING LEGEND, NOTES AND DETAILS PLAN Sheet 9 7 L-8 of 9 I ~ ~ I 0 ' -t;\ ;t) :i-~ < T) "" ,_ )ti " ;:. 'n 0 n z C $'. rn m Il ~'------' i ' ' 0 :0 ~ ~ z w z C < _, IJJ 171 JJ [J JJ ~ < z G'J z C ~ [Cl m :0