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HomeMy WebLinkAboutR_5946_S'. - • 1. 2. 3. 4. s. 6. ·, . • ~ . ERIKSSON• PETERS •THOMS 'i( 1214 Em Grttn Stre-c1, Pn.1dc™, DlifOfnii 91106 lclcpho~ (!l!!J) 795-200.!! {21J) b81.J408 FAX (B_IB) 795-2547 • . ·~• 27461 Cdlc Arroyo. Sin J,un Cipiuuno, CA 926 75 Tdcpi..;rv:, (7i4) 6-61-7127 FAX (714) 248-2599 GENERAL NOTES • The developer.shall tcleflhone the Orange County Environmental Managem,mt Agency Inspccliun, 567-7800, ~I least 24 hours prior to starting construction. All landscaping a~d irrigation work shall conforin to the Orange County Environmental M:magemt>nt Agency Standard Plans (current edition) ,md these plans. ln case of conflict, U1e standard plans shall prevail. '· All trees wit hi ii 5' of hardscape shall be plant~d In deep root con ta iilers/barriers. The development will nol be released by the Gr3ding Section for use .ind occupancy until lh.e p!.tnting 011. slopes has grown suffidcnlly 10 establish erosion control. \Valer conservation measures are required on all developments approved in Orange County. ENCROACHMENT PERMIT No. _________ _ EMA approved plans do not relieve contraclor/developer from responsibility' to obtain public property pennit which shall be available on the job at all time.\ work is being accomplished in public rlght,of -way.· DEVIATION FROM STANDAltD PLANS l!uc.1 lyplu.s rudis (Desert Gum) spacing shall ~c 20 feet Intervals 'tn lieu of the .JO feel intervals rcqui~d by EMA's Standard l'lans. This dcvi.i!ion was approved by EMA l'ublicWorks. PREPARED FOR: COASTAL COMMUNITY BUILDERS A DIVISION OF THEIR"VINE COMPANY . . PROJECT DIRECTOR: -. NORM WITT, VICE PRESIDENT. LXNDSCAPE PLANS··· ' .· __ , • PflOJECT • PRINCIPAL: RIC VANDERWOOD · • · PROJECT MANAGER: SAM·· WADE UNDEAGR□-UND SERVICE ALERT 1,800-422-4133 can USAfSC For Underground Locating_ _ 2 Working Days Before You Dig GEOTECHNICAL CONSUL TANT: CIVIL/STRUCTURAL ENGINEER: JOHN A. SAYERS & ASSOCIATES JOHN COIL ASSOCIATES 1401 BUSH STREET • FOR ENTRY WALL CONSTRUCTION: 27071 Cabot Road, Suite ·101 • - Laguna.Hills, CA 92_653 714/582·2144 SANTA ANA, CA 92701 714/547-6378 . LEGAL DESCRIPTION CONTACT PERSON: JOHN SAYERS CONTACT PERSON: JOHN COIL LETTERED LOT E OF TRACT 14907 NUMBERED LOT !.Q OF TRACT 14509 BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED UPON A CALCULATED LINE BETWEEN FOUND GPS MONUMENT NOS. 4595 AND 0370 BEING NORTH 37°36'41" EAST: SAID MONUMENTS BEING SHOWN ON RECORD OF SURVEY NO. 91-1093 AS FILED IN BOOK 134, PAGES 28 -32 OF RECORD OF SURVEYS, RECORDS OF ORANGE COUNTY. CAO!'ORNIA. 11.~AINTENANCE RESPONSIBILITY .LEGEND COUNTY RIGHT OF WAY EITHER PUBLICLY OR PRIVATELY MAINTAINED HOMEOWNERS ASSOC!ATION MAINfAINED © PRIVATE OWNER MAINTAINED BENCH MARK: T.B.M.: CENTERLINE INTERSECTION WELL MONUMENT FOR SPYGLASS HILL ROAD AT SAN JOAQUIN HILLS ROAD STA. 127+54.75 TOP OF BRASS CAP ELEV. 415.914 M.S.L. APPROVAL FOR ONSITE RECLAIMED \\'ATER SYSTEM ONLY \\'atcr meters and all connections to Ir,·inc Runch ,vatcr DiStricl facilities must be a1)JllictJ fur and/ora1>provcd lhrough the ln·inc R::lhch \\'atcr District Subdi ,·isions/De\'dopmt>nl section. For specific requirements to obtain senice call 71-1/453-5596. ONSITE APPROVAL. ____________ DATE. __ _ CJ_, ....... -· • ···-- ,. .., .. ,_ ~-....... ··7 -·-') . --1 ,_., ,, .. -........ ' VICINITY MAP I • I .. &it-::,..;..r-: I ~ .. _., ··;,_ J....--1 ' I t:~ ,..-,,· ' ' ·' ' 1-1 1-3 % P-1 P-3 I/ "' ,, -----~-------PACFIC COAST HIGHWAY SHEET KEY SHEET INDEX SHEET TITLE/LOCATION SHEET NO. TITLE SHEET IRRIGATION PLANS SAN JOAQUIN HILLS ROAO IRRIGATIOI, SAN JOAQUIN HILLS ROAD IRRIGATION RIDGE PARK ROAD RIDGE PARK ROAD IRRIGATION SPECIFICATIONS STA. 184+00 -190+50 STA. 190+50 • 195+00 STA. 76+15 -81+70 STA. 81+70 -88+62 IRRIGATION SPECIFICATIONS, PRESSURE CALCULATIONS IRRIGATION DETAILS . PLANTING PLANS SAN JOAQUIN HILLS ROAD SAN JOAQUIN HILLS ROAD RIDGE PARK ROAD RIDGE PARK ROAD PLANTING SPECIFiCATIONS PLANTING DETAILS ~ONSTRUCTION PLANS STA. 184+00 -190+50 STA. 190+50 -195+00 .· STA. 76;t-15-81+70 STA. 81+70 -88+62 NEWPORT RIDGE DRIVE EAST ENTRY WALL GRADING • NEWPORT RIDGE DRIVE EAST ENTRY WALL CONSTRUCTION NEWPORT RIDGE DRIVE EAST ENTRY WALL DETAILS •• NEWPORT RIDGE DRIVE EAST ENTRY. WALL SPECIFICATIONS. NEWPORT RIDGE DRIVE EAST ENTRY WALL SPECIFICATIONS NEWPORT RIDGE DRIVE EAST ENTRY.WALL SPECIFICATIO.NS \'- ) T-1 1-1 1-2 1-3 1-4 1-5 1-6 1:7 P-1 P·2 . P-3 P-4 P-5 . P-6 CG·1 • C-1 C-2 C-3 C-4 C-5 NORTH NO SCALE , .. • TITLE:. _ _:L:.::S:....:9=-4..:..•-=2=9~D_T:..:.R.:..1..:..4.:..:5:..:0:..:9:._ ______ _ El\lA Regulation hereby certifies that this pl:m was ~,ppro\'ed us adc11uatc lo satisfy the preli minarJ and/or detailed landscaping plan requirements. 3-~(D-'tfl DATE LANDSCAPE P£RWT NO:·· . I - ' ! I 1!.!:~~:1-------:..:Rc::E:..:V...:.IS=IO:::.;N:..:.::Sc.._ _________ -t:..:Ao:.Pt':.:.·+DA..:..T:..:£,: S!AW ~NO. DATE: DATE: OOAWN l!IY: APPROVED BY Clll' ENGINEER: APPROVED BY; IRVINE RANCH WATER DISTRICT WAT!.R fACILmEa \ ---.. . .. - DE.112.tt-=" DV, DATE: DATE: ,~~~-DATE: · APPROVED BY ORANGE COUNTY FIRE MARSHAL: APPROVED BY: TITLE SHEET CHECKED BY: \ RECO .. MENDED BY: DATE: DATE: DAT-• L c,. W fl I, r'QI')/. \ SHEET·. 1 OF 20 L_l_JL ____________________________ J __ J __ JL ________________ J~~~~~~:!:~============±=======::!==============~~~===::it::===============~:::====:l-----------------------J;=:,~~Ur:t...iJ.,£~lJ.~::_J...-_ _J_::.:.:=::_ ... ·~------.-.~-= ... :._:_ ~,-. _:_~-~·-~---·. ---"'--~,...,:r"" I ; -.. _,, • \ IRVINE APARTMENT COMMUNITIES . . . PARK SITE I I EXISTING CONTROLLER "C" LOT 3.8 EXISTING LOT E SLOPE IRRIGATION NOTE: NOT SHOWN, -IN-PLACE, TD BE TYP. PROTECTED CONTRACTOR TO SUPPLY NEW CONTROL WIRE FROM SALVAGED REMOTE CONTROL VALVE "C-8" TO REMOVE/ SALVAGE NEW RCV "C-8". SEE SHEET 1-2. RELOCATED HEADS C-20 ,. ........ -------- NO CHANGE C-22 -,-...... -_ ......... , --- CAP STUB MAIN OUT, C-8 -- • LINE--, TYP. ...,.... - '\.--,· APPROVAL FOR ONSlTE RECLAIMED WATER SYSTEM ONLY ----t'"'C° I _,, WATER METERS ANO ALL ·CONHECTlctlS TO IRVINE RANCH WATER O!STRICT FACILITIES MUST ee· APPLIED FOR AND/OR APPROVEO THROUGH THE IRVINE RANCH WATER DISTRICT SUBOIVISIOtlS/OEVELOPMEtff SECTIOH. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE '?C... C\C\7 CALL (714)453-5570 OR 453•5577 OtlSITC APPROVAL~ &\w;\:\'") OATS 8-5 .q L\ REMOVE/ RELOCATE HEADS C-23 17 ' ' ' ' ' - NO CHANGE C-24 -- \ \ IRRIGATION LEGEND '"""'-IWIJF ACTURER ., RAlteIRD V RAII-IIIRO • RAlN91RD A RAINBIRD ,. RAUIHRD 'l' IUIN:IIRO Q ftj,!HBIRD "" RAltelRO "" RAHElRD ,--~ EXISTING "' RELOCATED t,S EXIST I NO ~ l!ELOCAT'ED :i ElllSTINC 0 RELOCATED @ H<ME• @ HW!Ea () RAIKBlRO €;) RAINBIRD ., I • -. EXISTlNC .,, 121 '"00<S □ MIBCO ... EXISTING 0 MISICLD . ·, ' .. • EXlSTINQ ~ HAYWARD :/!! EXISITNO CIC ll.l,INBIRD ,,~~ EXISTIHO !Bl POO'OSEO --~: •. -· EXIST IMO • EXISTING IIJ PAC UTLY Pl!CO 'El EXISTING -"""ll'/ED -""'ll'/ED ----EXISTING --· APPROVED EXIST!"'° UOOE1. NO, 1806--51.JH>RS-flQ 1806--51J1-PRS-eH 1812--5,Ui-110-PRS 1 B 12-S,Ui-1111----f>RS DESCRIPTION 6 1 Pa>-1.J> SPRAY HEJ.0 S-PCf'-IJP SPfU,Y HEAi> 12• PCf'--lP SPRAY HEAD 12• PCP-t.P SPRAY HEAD IB'2-5AIH6H-SLA--f>CS~30 12" Pa>--w> STREAM SPRAY 1B12-5AM-16H--SLA-PCS~ 12• P~-IJP STREAM SPRAY 1812-SAW-16H-SLA--f>CS--o90 12• POP-OP STREAM SPAAY 1812-SAM--ISQ-SLA-i'CS--o&O 12• PCP-I.JP STREAM SPRAY 1812-SAW-16H--SlA-f>CS·l2!5 12• PllP-llP STREAM SPRAY TORO S70Cff'-f>C-6,Q 12" PCl'-lJP ROTCII TaH> SlOOHP-f>C~-0 12" POP-I.JP ROTOR RAINBIRD 3!5A-IJ>J-TICT.,Z TNT UPACT SPl'IINtU'.R RAll-81RD ~5A-lDJ-M.-«12 TllT IY:,ACT SPRINI.LER RAIMBIFIO ~!5,1,-ADJ-00.-«12 TifT llf'ACT SPRUlf.LER RAIN81RD 35A--AOJ-THT-i'JIZ TllT llf'ACT SPRINM.LER PGM-12-A-s.JR !GREEN tm, l it• PCP-tJP ROTOR PGlt-12-A-SJR_ !BLUE t.m:.1 12• pa>--1.J' ROTOO. 8' O.l9 50 OWJITEII 11 1 0.19 e' o,J9 e• 0.79 :,• O,J !5' D.6 10' 0,9 1:Z' 0,6 1l1 1,25 35' lS.5 " " " " " " ,. " ◄D HALF a.JARTER HALF HALF HALF HALF ''"'""' HALF ADJ )5' !5,S 40 ADJ )!5' 5,!5 50 AOJ 35' 5,!5 50 ADJ 35 1 !!.5 )0 ADJ JS' 5,!5 30 ADJ 16'/19' Q.79 40 HAl..f 16' /19' 1.6 <ID TlfO-THRO lS ONPtPURP\.E COVER I al]CJ; eoLPLIHO VALVE IRECLAIIEO WATER) P£B-B SEAIES RElollTE CCNT'ROl. VAl..vt. RAlN8tRO EfB-cf>-PRS-6 SERIES ROOTE toHTibl. VALVE tPR0TECT IN PLACE OR SALVAGE! 1:Z SERIES PlASTIC VALVE BOX W/ 12 BCDY ANO 10 SELF LOCK COVER. ctJIL 2' MIN• EXPAHSI~ LOQP Feil CCMTRtl.. N«, COIMOH WIRE W/ CAPf>ED WAULIKE IN DOX. e ' ® @ T-11~ DATE VALVE tLIHE SIZEl @ 1·7 NlBCD T-11' DATE VAi.Yr Cllt£ 5lZEI !PROTECT IM P\.AC£l 2230 SERJ[S PRESSURE RECIA.ATINQ VALVEJ'WASTER VALVE, r GRlS'l'Cl.1,1 22-'D 5ERIES PREMUR£ REGUL,t,TINO VALVE/MASID VALVE, I PROTECT IN PUCE! z• ijQ, TO STAINLESS, STEEL IIASKET smAtt£R !LUE SIZE) 40 MESH SCIIEEH HA'tWJ.RD 2• NO. ?D STAIMI.ESS STEE. B.I.SltET STRAINER ILi!€ SIZE> 4D L£SH SCREEN ISC-B+ COIITRCll.LERS IN STAINLESS STEEL CAE!UET ■ITH LO:KIHQ DOCfl 8'1' STRONO BOX ffi CR EOUAt.1 ISC-12-e+i ':i:' COITROLLER, 'Z' CCl(TRa.LER \!::!) RAINIIIRD ISC SERIES cct{JROl.LER I" lh1HVIDUAL CABINET, FIECUOED WATER KTER stE PLAHS FOO ijOTES, WATI::R kE:TER ELECTRICAL POINT Cf totf!IECTIOH ELECTRICAL. IETER PEDESTAL ELECTRICAL l,EfER PE0£$TAL PL.R?l.E PVC SCH, 4D IOAIESSURE LATtJUl. LINE U,V, RESISTANT PVC SCH, <10 ~ ,I.LL SLOPE COi01TltHS U,V, RESISTANT PVC SC!l. 40 OH ALL SLCPE cotOITlt:16 PLIRPlE P'JC Cl.ASS 515 PRESSURE MAlNL11£ PIPE PutP'l.E Pvt a.ASS 31!~ PRESSl.llE IIAIN1.INE PIPE CONTIU'LLER ST.\TION VALVE GPU VALVE SIZE -~•. •~.:....---'~i..,~ . ....;..,_;___•'-'"-..._...: ... ------~•~--.:........~....:--·------:....--~-~__;, .. , --•-~-• -• •.:.:_c....,_ _____ ._; __________ •-•;o~~--==--•"·------~•~•-_____ , _..,__~,-~~.: ___ ,,-....,__.~ .. .:-~~ . .........._....'.."_.....,_~ -~,-~-~~~" -•C-• ... :,.J.-~,s=.-;-.~,.•••~'--• -~•--~-•-• -~•-•~--.;.,.....-~.~-~• -•~•~-"'•-"----·•,--_,__~-•••.,,.._:_•-~-~••~~..;,.__••~•"'-'-"'~-·. -~~--•.~---• •-••ss- ' +- ' ' ' ' ' ,I-, , .J-11 . ' ' '•' =- LOT 9 EXISTING PARKWAY IRRIGATION NOT SHOWN, PROTECT-IN-PLACE. EXISTING PARKWAY IRRIGATION-~ NOT SHOWN, PROTECT-IN-PLACE. 1 N I ...... I- LI.I LI.I :c: V') LLl LLl V') 0 lt'l + 0 a, ..... • <! I- Vl lJ..I z ..... -1 :c: u I- 1 <( ::!: TOP OF SLOPE-~ CALIFORNIA PACIFIC HOMES REMOVE/ SALVAGE B-9 ---· --• LOT 11 REMOVE/ SALVAGE NOTE: B-8 PROVIDE SALVAGED REMOTE CONTROL VALVES TO COASTAL COMMUNITY BUILDERS FIELD REPRESENTATIVE (/\ I f r--1 (~T 2 L(\T 1A NEWPORT RIDGE DRIVE WEST-~1\t,.?,..-.,,-c...·:--'., EL CAPITAN PARK~ \ .,·-' I l.~T 19 IRRIGATION DESIGN IS DIAGRAIIMATIC, ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY. ALL IRRIGATION VALVES AND MAINLINE TO BE LOCATED BEHIND SIDEWALK. NEWPORT RIDGE DRIVE 'LOOP' ,---CRESTRIDGE PARK 1-1- SCALE: 1" • 20' SHEET KEY NO SCALE NORTH L A N D S C A P E A R C H I T E C T U R E • • 1214 Emt Creen Strut. Poaodono. Ca11orlw:I 91(16 Tclephono Ul\8>795•20011 l21J)ll61·J4CII FAX llll81795·25-H • 27461 Cdlo lrrcyo, Son J.m ~istrtroa, CA 921175 Tolephone 1714)661·7127 f...X 1714)246-2599 """"' ., - PREPARED FOR: COAST AL COMMUNITY BUILDERS 550 · NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 0 ·-C L C) 0 (/) 'I-z ._,- QJ---0 0 w (L =u <( ::, !Il • U) 0 >,,.C (/) ~o 0 'c: 0 Cl ::, Q) -Eco 0:: ~ E+-OL _J Oo -a. I-.8 3 0 (/) Q) 0:: Oz 0 .3: 0 0 I-.. ... 0... 0 4- ~ w -0 ~ Q) ... w 0 (l_ :r:: Q) z ... (L 0... ~ ~,~ 0 I:;; "'-< ::=: 0 UJU z SAN JOAQUIN HILLS ROAD IRRIGATION PLAN STA, 184 + 00 -190 + 50 PERMIT NO. Job No. 92-509 Stoff I-1 01 20 IRVINE APARTMENT COMMUNITIES EXISTING LOT E SLOPE IRRIGATION NOT SHOWN, TD BE PROTECTED- I N-PLACE, TYP. LOT 9 REMOVE HEAD C-28 -51 RELOCATE RELOCATE HEADS C-2 C-1 NOTE: CONNECT NEW RCV C-8 AND CCV TO EXISTING MAINLINE, SUPPLY NEW CONTROL WIRE FROM CONTROLLER "C''. NEW C-8 1 " 10 • <1 ,~-- ' ' ' ' w 1-. I ,~-;,:••-"'-'• ••-, V ---~-•••,..,--,. o,•-••---,> •.., ••, • ·-. ~. - I ·--• ..... ~. •' '" ~ -·--~, .· ·."-.:: .~,rl-...-: --:-·. I WORK IMI LINE LOT E ' ' ' ' I/ Ill LLJ ('.) a ...... a:: I-, ~I -~-+----t --!----+'-----,----+--<-+-+ --_ _ii-----+------I, I t >4t~~~~1;;;;~~l=======~t=======!====~=~=~============~===~===~1i====::====:==ri =r; :::::===~===='.:=:====~+==~\ 1, , a.. 3:: w z ,-/... ,-t, ,➔, ---,, ,:17 ,:17':.1, ,....._() ,.,1· 1/) EXISTING PARKWAY IRRIGATION-~ NOT SHOWN, PROTECT-IN PLACE SAN JOAQUIN HILLS ROAD 0 (Tl ..- • <t ~ l/) u1 z 191;-00 ..L I 192'f-00 -___ _j_ _____ _ ' 194~0 -1-- ~-EXISTING CONTROLLER "B" EXISTING PARKWAY IRRIGATION-~ NOT SHOWN, PROTECT-IN-PLACE , ' • 1 1,2 ' ·~ 1,2 NEW NEW B-8 B-9 NOTE: CONNECT NEW RCV'S B-8 & B-9 TD EXISTING MAINLINE AND CONNECT EXISTING B-8 & B-9 CONTROL WIRES, • LOT 11 APPROVAL FOR ONSITE RECLAIMED WATER SYSTEt!I ONLY l"lflTER METI::RS ANO ALL CONNECTIONS DISTRICT FACILITIES P.tUST 8E APPLIED FOR !~o/6~Vl~:PRg~;gH WATER THE IIWIIIE RANCII WATEA DISTRICT S B THROUOH -SECTION. fOA SPEC!l'JC REQUIREMENTS FOR ODTAINING ~e~~ib~o,;.;smuveLOPMEtff CALL (7141453-5576 OR 453-55n ,, ·r<:. C\C\l . ONSITE APPROVAL 1) ~ ~ "'TE ]$•':)-Cl_ Lj , ' ) IRRIGATION LEGEND ,non. MAHLF.1.CTURER YD£L "'· DESCRIPTIIJI "'"'"' GPW "'' PATTERN ~ RAIMHRD I 80S~Alif-PRS-11Q 6" PCP--llP SPRAY IIEAD ,, 0-:59 " mlAATER V RAIHBIRD \ 806--SIJH'RS-fH s• PllP--tP SPRAY HE,1.0 ,, 0.19 " HALF • RAINBlRO 1812--5AW--8Q-fflS 12• PIP-i.11' SPRAY HEAD ,, 0-!19 " OUAAT!R • RAIH8lRO 11512--SAW--8H-f'RS 12" POP-uP SPRAY HEAD ,, ,. " " HALF • RAIHBIRO 181 2--5JJH 6H-5lA--i'CS-<J)O 12• POP--1.P STREAM SPRAY ,. o,, " HALF ~ RAINBIRD 1812-sAIH &H-sLA--PCS--060 12• POP--1.i' STRUM SPRAY ,, o., " HALF a RAINBIRO 1 Bl 2--sAlf-1 r.H-sLA--i'CS-00D 12• POP-l.11' STREAM SPRAY 10' ,., " HALF .. RAIKBlRO 1812-SAN-160-S.."-f'CS--060 12" l'U'-U' STREAM SPRAY ,,, 0,6 " ClJAR.TER "' RAIHBIRO 1812--5JJl-l 6H--51...A-PCS-125 12" POP-ti' STREAM SPRAY ,,, t .2!S " HALF ,-,~ EXISTING TORO SlOOHP--f>C--6.Q 12"' POP-llP ROTOO ,,, ,., ◄O /DJ ~ Rf.LOCATED 1000 SlOOHP...PC-f>.Q 1 2"' PIJ>-UO ROTC.fl ,., , .. ◄O /DJ M EXISTING RAIIIBIRO !S5A-ADJ-TllT-#12 TNT 111',1,CT SPRit«LER ,,, ••• " AOJ t;; RELOCATED RAltclRO :55.f.-AOJ-TNT-#12 TNT lll'ACT SP111NlLER ,., ••• " AOJ :i EXISTING fV.INBIRO l5A-ADJ-TNT-M2 TNT l~ACT SP11H«LER ,., ,., " /DJ 0 RE!..OCATED RAINBIRO ~U-ADJ-n.T"'""12 TNT lll'J..tT SPRINlLER ,., ••• " /DJ @ IUHEll PGM-1 Z•J..-SJR CGREEN HllZ,) 12" f>G'-lP ROTOR 16' /19' 0. 78 " HALF (j) ""'" PGW-12-A--sJR Ceurt i«lZ• I 12 • POP-up ROTOR 16'/1!11' , .. ◄O ,.._,.., () RAIN&IRD 33 DHPrPURPLE CDVERI OOICl COOl'L[NO VALVf.: IREa.AU.ED YATERI $ RAUlilRD PEB-6 SERIES RE~ CDHTRlL VALVE (B EXISTING 11.J..JNDIRO EFB-ep-...PRS-B 5£RIES REllm: Ct»tTltOL VAi.VE (PROTECT IN PUC£ OR SALVAGE> 0 '""'" IZ 51::RIES PLASTIC VAI..VE BOX W/ 1Z BCOY 00 10 SELF LIXK COV!R, COIL 2' 1,UN. EXP"-NSION LOOP FOR Cl)ITRa.. A.MD CClold WIRE ., CAPPED W.11-8.INE IN eox. 9 Hlll<O T·11l DATE VAi.VE tLIKE.SIZEI ' " EXIST I HG NIBCO T-113 OAT£ VA.LY£ ILJN£ SIZ£) IPflOTia:CT IN Pl,1,CEl '•. 0 lllll5WCU> ZZ30 S[JIIES PRESSURE REWLATINO YAI..VEIMASTER VALVE, "• '· .. EXISTING ORJSWOLD 22,0 SERIES PRESSLR£ REOUU.TINO YJ..LVE/WSTER Y'1.VE.CPR0TECT IN PUCE) @ HATWAAD 2" NJ. 10 STAIN..ESS STEEL BASKET STRAIIER !LINE Slztl ~O WESH SCR£EN :r,' ,. EXISITNO HA'fWARO z• ND, TD ST,1,111.ESS STEEL BASKET STIIAINER CL!~ SIZEl 40 WESH SCREEN "" AAl~IRO ISC--9• CONTROLLERS IH sn,tMLESS STEEL C"'81HET 111TH LDCltll«l 000ft BY STROMO 8Q)C CR Ea.JAi.i ISC-12-B+I ')(' CDNTRtl.LER• 'Z' COITRIJ..LER i.':=!:? ElCISTlNG AAINBlRtl ISC SERIES CDHTRtl.LER IN Ul>IVIOUAI.. UBIHET, I!!] PRa'D$£0 Rlaa..AIIO IATI:.'R IE.TEA SEE PLAHS FOR: NOTU, :~: ElC(STJNO UTER IETER • EXISTING £LECTR1CAI.. P01NT [J" CIIM'.CTION ltl PAC Ull.Y PROU ELECTRICAi.. IETER f>EOESTAI.. :};,: EJCISTINC ELECTRICAL IElER PEDESTAL -A1'1'ROl'tl> PURPLE PVC SCH, 40 l«lll'RESSIJRE LATERAi.. Lit« -APPROVED U,V, R£5ISTAJff PVC SC::H, 40 ON ALL SLIFE COIIIITIOO ----EXISTINO U,V, RESISTAHT PVC $CH, 40 ON ALL SLOPE Cc»IOITICNS --· WROl'tl> ?URPlE P'w't CLASS :515 PRESSURE MAIN..INE PIP£ PISTINO • PUru't.E PVC CLASS !l!I PR£SSUR£ W.111.ltC PIPE ~ COHTRll.LER STATION VALVE GPM VALVE SIZE :', O£TA1L @ - ® r ® r®· (!0 7 ® ® ~ L ~ ,., I-, (/) <( LLJ '-'W > ,__, 0::: a ' 195;<10 ' ' Lu ::z -..J I- .~ -..J !I<:: a:: ~ r - - -- LOCAL LOT PARK 10 '----EXISTING PARKWAY IRRIGATION NOT SHOWN, PROTECT-IN-PLACE ===============~---.:..:196+00 ' -I- FUTURE COMMERCIAL SITE LOT 12 , IRRIGATION DESIGN IS DJAGRAYIIATJC, ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AllEAS IS FOll DESIGN CLARIFICATION ONLY, ALL IRRIGATION VALVES AND IIAINLINE TO BE LOCATED BEHIND SIDEWALK, NEWPORT RIDGE DRIVE 'LOOP' SCALE: CRESTR I OGE PARK SHEET KEY NO SCALE NORTH LANDSCAPE ARCHITECTURE ERIKSSON•PETERS·THOMS • 121-4 EBII Green StrOGt, Pincdeoo, Caifoni:I 911)(1 Telephone f818)Jg5•200B {213}681·340S FAX ISUIJ795·2547 • 27461 Cale krcyo, Son .km Coplatrcno, CA 92675 Telephu!e 1714)6()1-7121 FAX (7141248·2599 PREPARED FOR: COAST AL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 0 ·-C L C) 0 "'4-z '-·-a,-· -"Cl 0 w Q.; :=u <( :::, rn • C) 0 :,,.C .... 0 0 (/) ·c: 0 a :::, <D -E rn fr: ~ E+-OL .....I (_) 0 0 0. I-.... >' 0 "' (I) fr: Oz 0 3: (_) 0 I-., '- CL 0 ..._ ~ w "Cl ~ Q) '-w 0 0. :c Q) z '-Q.; [L SAN JOAQUIN HILLS ROAD IRRIGATION PLAN STA. 190 + 50 -195 + 80 PERMIT NO, I I I Job Ng, 92-509 ,,-Staff Che~ke-1 R.H.V, °"' ... , I-2 Of 20 ' ~ ' -~ c::i"-< I ':j * ?.o 0 ~ .._ \ NEW Y-1 1/2' 49 ' ' ' ' ' ' ' NEW Z-1 I; ' 2 47 IRRIGATION LEGEND '"""'-IIANJFACTUiiER " RAfHBJRO V RAIN8IRD ,. RAIWIRO • RAJHBUIO 'i' IUINBtlUI " R/,IIIIIRD 0 RAINBfRO .. IUIIIIJRO "' RAINBIRO ,-'~ EXISTING (!) RfLOCATEO ~5 EXJSTI~ ~ R£1.0CATEO- CJ EXISTING 0 R£LDCATED ® HUNTER @ ""'"" () IU.IHIIIRO $ AAffril!IJRl:> .,-, r .,;, EXISTlMO 12] BROOKS ti HIBCO ... EXISTJNO ... 0 GRrsra.o ,--: ElCISTJHO @ HAYllAAD "P.: EXISITHO cs:, RAIIIIIRU ~~~~ EXISTING 011 ,.,.....,. :i:e: ·-. ' EltSTlHO • ElCISTlHO IE] PAC UTLT PRIX! :x: EXISTJNO -""""""' -.,.,,...,.. ----EXlSTUiQ --· APPROVED EXISTIHG lll'.lEL NO. DESCRIPTICH IWltuS GPM PSI PATTER, 1806-sul-f'RS-BO 6• PCP-UP SPRAY HEAD •• 0.39 " QUARTER 1806-SA»-PRS--6H &• PC1Y.P SPRAY HEAD •• 0.79 " HALF 1812~RS 12"' l'Cl'--lJP SPRAY HEAD ,. 0.59 ,, "'"'''" 181 l?--SAM-!IH--PRS ,z• P1Jt~ SPAAY HEAD •• 0,79 ,0 """ 1 81 :!.-SAlif-t 6H--st..A--PCS-0~0 12.• POP-UP STREAU SPRAT ,. .. , ,. ffAlF 181 Z--5Alf-16H--5l.A--PCS--060 n • PDP-u> STIIEJ.M SPRAY ,. .. , , . _ HALF 181Z-SAM-16H-SU-f"CS-WO 12• PW-IP STREI.II SPRAY , .. .. , :_,o: •• -HALF 181 Z-SAM--160-SLA--PCS--060 12• POP-tJP STRUM SPRAY ~ii<!:::-~::; ii -3cr aJARTER 1812-SAM-11,;f,-SU-PCS-125 12° POP-U" STRf:Alil Sl'RAY ,,. 1.25 ,. """ TORC S700HP-PC-V,O 12• PCl'-ID> RDTCJt ,,. ,., ., Al)J TOOO STOOHP--PC•it-0 12• PIJI-UP ROTOR ,.. ,., •• AOJ RAIHSlf!D 35A-ADJ-TMT-"12 THT Dl'ACl' Sl'RlhKL~ ,,. ••• ,. I.OJ R11MBIRD :'!SA-ADJ-TNT-#12 llilT UPACT 'SPRIHlt.ER ,.. ,., ,. Al)J RAIMSIRD 35 .. -AOJ-TNT-#12 TNT IMPACT SPAlt«LER ,.. ,., " .. , RAU.BIRD ::15A•.IDJ-TNT-#12 TNT IIPACT SPRINU.ER ,.. .., ,. AOJ PGM-1z-A-sJR COREEN NQZ. I 12• ~ ROTOR 16' 1111' o. 18 ,. ""' />GM-12~-s.JR I BLLE Ir/DZ.) 12• PrP-llP R1lTlll u.•119• I ,6 •• TWI>-lHRO 33 DMP(Plftf'LE COYERl WJCI(. CCU'LINO \/Al.VE IR£a..AtWEO WATER) f'£B--B SDIJES RtlCTt CfltfTRCL Y>J.VE RAltelRO EFB--a>-f'RS--8 SERIES REl«lTE CCHTRll.. VJ.1.VE (PROTECT IN PLAC£ DR SALYAQE) 12 SERIES PLASTIC VALVE BOX WI 12 BOQY »6J 10 SELF LOCK COVER, COIL 2' MIN. EXP.AHSlON Loa> FM CONTROi.. ,IJ,I) COliNJH WIRE II'/ CAPPED NUII.H,E IN fJOX. 0£TAIL A ® r ® ' @ _, ~ NIBCO T•l13 GATE VAL.YE CLINE SllEI !PROTECT IN PLACE) \;:!.) ZZ30 SERIES f'RESSIJRE REWLAHHQ YAL~TLQ VALVE, y• r-,n CATE VALVE (LUE SIZEI CRISW!l..D 2230 SERIES PRESSURE R£CULAT1MO YAl.vt/lUSTER VALVE, (PROTtcr IN P\.Attl 2.• NO. TO STAIILESS STEEL 8ASXET STRAINER ILII£ Sitt) '10 IESM SCREEN HAYWARD 2• l•r'O• 70 5U.JHI..ESS STEEL BASKET STRAINER ILIH.E SIZ£) 40 li::SH SCfl£EH ISC--6+ CctrraQ.LERS IN ST,Utl..ESS STEEL CAllll£T Wint LOCKINIJ 0000 BY SmoNO 9IJl( ffi CR EOIW.t ISC-12-6+1 'X' COtITRCl.LEfl. 'Z' COOTROlLER \::!,/ AAIN81RD ISC SERIES CllfTROLLER IN lNOIYIOOAl CABINET, REQ.AIIED WATER lol'.:TtR SEE PUNS Felt NOTES, WA.TER IETER ELECffllCAl POii-iT OF COH:CTICH ELECTRIC.\L IET!R P:EDESTAL ELECTRICAL liE.TER PEDESTAL PURPLE PVC SCH. '10 NtWPRESSURE LATERAL LIN£ U.Y. RESISTA.Nl PVC SCl4. '10 CH .al.L SLOP£ CCIIOITIDNS U.Y. RESISTANT PVC SCH. '10 00 .al.L SI.OP£ CCHJITIONS PLllPLE Pvt Cl.ASS 3Hli PRESSURE MAUI.It£ PIP:E PLRPLE PVC Ct.ASS 315-PRESSLRE MAULINE PIP:E COHTlla.LEn STATION VALVE CPU VAL.VE SIZE NEW Y-2 I; , 2 48 1 ' ' ), ' ' ' ' ' , ' ' ' • ' NEW ' ' ', ', ' Z-2 -- 1 ,, 19 NEW ' ,, , --,, ' -......... I , Z-3 , l ✓z' 48 NEW Z-4 1 ,, 28 I I I I I ,c -,, ' ' ' ' ' f f I POINT OF CONNECTION TO 1-112" RECLAIMED WATER METER IN EXISTING CONCRETE Box, STATION Bl •50. CONTRACTOR WILL PAY· FOR A 11/," WATER METER BY 1.R.W.D. MINIMUM. STATIC PRESSURE, 65 P.S.I. MAXIMUM IRRIGATION DEMAND, 52 G.P.M. SERVES 0.26 ACRES, 0.90 ACRE FT/YEAR. CONTROLLER 'Z' METER ADDRESS, 6444 RIDGE PARK ROAD NOTE, INSTALL PER IRRIGATION LEGEND 2" BASKET STRAINER, 2" COMBINATION PRESSURE REGULATING/MASTER VALVE AND TWO. (2) 2" GATE VALVES PER DETAIL G , SHEET 1-7 SET PRESSURE REDUCING VALVE AT 90 P.S.I. NEW Y-3 11,2 48 1 1 1''◄ --------314 ------ --' ·r-,,.__ ---I --· --1-------/ -- FUTURE Z-5 ' I , I -. I . I . I . I . I - B,C,R . f f f ' r:------·-r-1.1.-- 2 C0 f ' ' I ' I NEWPORT RIDGE DRIVE 'LOOP' CRESTRIDGE PARK APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATcR METE:RS ANO ALL CONNECTIO/IS TO IRV/NE RANCH \YATER OlSTAICT f:ACILITIES MUST BE APl'L1ED FOR AHDIOR APl'ROVEO THROUGH THE IRVINE J-l4NCH WATER DISTRICT SU8CIVISIONS!DEVELOPMEtff SECTION. FOR SPECIFIC REOUIAEMEHTS FOR OllTAIIIING SERVICE Pc nC\1 2-4 "PVC SLEEVES BY OTHERS C4LL (714)453-5576 OR 453-5577 > ONSITE APPROVAL J)_w.9z ~ DATE 8·5 •0,L\ IRRIGATION DESIGN IS DIAGRAIIMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY. ALL IRRIGATION VALVES AND MAINLINE TO BE LOCATED BEHIND SIDEWALK. SCAI.E1 l-3-~ NORTH SHEET KEY NO SC.6.LE LANDSCAPE ARCHITECTURE ERIKSSON·PETERS·THOMS • 121-4 East Gl'«fl Strnl, Pamleno, Cdfi:irria 9006 TtilaphorHI CB'l!ll795·200B (21J)68\•J4D8 Fi'J< 1818)795·2547 • 27461 COie Nro:,o, Sai .lm Capbtrcno, CA 92675 TelepMnO l714J66Hl27 f"~ (71-41248·2599 Relffl<lll " Dot, I . PREPARED FOR: COAST AL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 C) 1/). 0 z '-C a, ... -uo CL =-w ::,:.= <( [[} 0 C) 0 u >, - (/) ~.c 0 cu Cl ::, 0 -E a, a:::: ~ Ern o-U5 ...J -o. I-:-.B 3' II) Q) a:::: 0 oz 0 3r; u 0 I-.. ... 0... 0 "- 5 w u (/) Q) ... w <( 0 0. I Q) z ... CL (L RIDGE PARK ROAD IRRIGATION PLAN STA. 76+15 TO 81+70 PERMIT NO. Job"'· 92-509 "'~" Stoff Ch,d,/ R.H.V. Dot, 5"<,t I-3 OI 20 Shtah t....S Wfl --•-• -••--• --•-·• --•~,'--,__ • ---,-•, ,w· ._ ••• .__.., ···-••~-,• ••••• ~-~~ ,,.~c•~••--:,_,.-..,....,-, .•""'•~7 . -,• , • •""' .• ,-• 'i'. 'C'S~ C-:'7"~;"-,-:• -S•; .. ' " ' • 0 r- + POINT OF CONNECTION TO 1-1/2" RECLAIMED WATER METER IN EXISTING CONCRETE sax, STATION Bl +_70. CONTRACTOR WILL PAY FOR A ~-------11½" WATER METER BY I.R.W.D • • MINIMUM STATIC PRESSURE, 60 P.S.I. MAXIMUM IRRIGATION DEMAND' 49 G.P.M. SERVES-0.19 ACRES, 0.78 ACRE FT/YEAR. CONTROLLER 'Y' METER ADDRESS, 6453,.RIDGE PARK ROAD NOTE• INSTALL PER IRRIGATION LEGEND 2" BASKET STRAINER, 2" COMBINATION PRESSURE ~------lREGULATING/MASTER VALVE AND TWO (2) 2:• GATE VALVES PER DETAIL G ,SHEETI-7 2 ~ ,.... .J SET-PRESSURE REDUCING VALVE AT QO P.S.I. INSTALL ELECTRICAL METER PEDESTAL FOR CONTROLLER 'Y' AT STA. 81•93 ~---l PER DETAIL J SHEET • 1-7. METER ADDRESS: 6463 RIDGE PARK ROAD ELECTRICAL POINT OF CON~ECTION• PULL BOX AT STATION 81~93. IRRIGATION CONTRACTOR TO PROVIDE WIRES AND ELECTRICAL CONDUIT ~-!TO METER PEDESTAL FROM PULL BOX AND FROM METER TO CONTROLLER PER APPLICABLE CODES AND COUNTY STANDARDS. CONTROLLER 'Y' ' ' ' I ' ' NEW Y-4 l NEW LOT 1 1 • LOT 12 NEW Z-7 1 II 16 \ ,.i-. NEW Y-5 ELECTRICAL POINT OF CONNECTION' PULL BOX AT STATION 83 •01. IRRIGATION CONTRACTOR TO PROVIDE WIRES AND ELECTRICAL CONDUIT "\,----l'TO METER PEDESTAL FROM PULL BOX AND FROM METER TO CONTROLLER PER APPLICABLE CODES AND COUNTY STANDARDS. CONTROLLER 'Z' INSTALL ELECTRICAL METER PEDESTAL FOR CONTROLLER 'Z' AT STA. 83•01 \------lPER DETAIL J SHEET 1-7. METER ADDRESS, 8484 RIDGE PARK ROAD CONTRACTOR TO CAP LATERAL LINES BEYOND LAST HEADS FOR FUTURE '------isPRINKLER INSTALLATION BY FIRE STATION CONTRACTOR. REFER TO PLANS BY BURTON AND ASSOC'S. IRRIGATION LEGEND SYt.eOL t,Ut,NUF.1.CTIJRtA ~ RI.IHfllRO V RAINBIAII • R.1.INBIRO • RAINBIRO w RAINlllAD "' RAINBIRO 0 RA UiB IRD ., RA!Nll lAD ,, AA[NlllAD ,-,? EXISTING !'ii • RELOCATED - t,l EXISTING ~ RELOCUEO :J EXISTING 0 RELOCATED ® HUNTER (l) HUNT£R G RA INII IRO EB RA[NBtlm -, iJ;· EXISTING 0 BROOKS o HlllCfl ... EXISTIHG • .. 0 CAISWOlO ' [XJSHNO @ HAYWAAll ,(!; EXISITNll = AAINBIAO ~.'.-~:: EXISTING ~ PROPOSED :'_r.(i EXISTINO ■ EXISTINl'.i 1£1 PAC UTLY PROO ~(: EXISTING -,I.PPROVEO --APPROVED -··-EXIST[Nl'.i --• .IJ'PAOYEO E.XISTING UOOtL NO, OESCRIPTJOfj I 806-SAl.l-f'RS-80 6' POP-UP SPRAY ~[AO I 806-S.I.M...PRS~eH 6' Pll"-UP !.PRAY HE,1.0 1812-SAM-80-f>RS 1 2• POP-UP SPllH HOO 1812-SAM·BH-f'RS . 12' POP-UP SPRAY HE.t.0 1812-SAl.r\6H-SLA-i'CS-O~O 12• POP--UP SlAEAI.I SPRAY 1812-SAIMGH-SLA-i'CS-OOO 12' POl'-UP SlRHM SPRAY 1 8 1 2-S.i.M-1 6H-SLA-f'CS-09D 12" PQP-OP SlR[AM SPR_A't_" I 812-SAl,H 60-SL A..PCS-OiO 12' PQl'-OP STREAM SPRAY!, \ 81 i-SAW-1 liH-SL ,1.-f'CS-l l!i ,12• f>OP--UP STREAM Sf'R,l.'I' TOAD S700HP--l'C-6,0 12' PQP--{JP ROTOO TORo·s100HP~c~;o 12~ POP-UP ROTOR RAINB\RD )SA-AOJ-TNT--ff\2 TtlT Ii.PACT SPRINKLER R,I.JNIIIRO )SA•AOJ-ltH-#12 TNT IIS'.i.CT SFAINKLER AAINSIRO JSA-ADJ·TNT-ff12 TNT 11,11',1.CT SPRINKLER RAINIIIRO 35A-AOJ-rnr-i2 TNT IMPACT SPRINKLER RADIUS l'.iPM PSI P,i,TTER~ DETAIL e' o.n 3o e• 0,19 3D QUAIIT[R t:i),, Hf.l.F \..:.';.?.,' , . ,, 0,39 JO o. 79 ®ARTER I JO Hf.l.f 3' 0.J 30 ttALr .5' 0,6 30 liALF ,o' ,,, ,,, ,.. )S' 0,9 30 HALF 0,6 )0 OU,i,RTER 1,25 30 HALF 5,5 ◄O ADJ 35' 5,5 30 ADJ 3~' 5,5 30 ADJ )5' 5,5 30 ADJ )5' 5,5 lO ADJ PGl.l-12-A-SJR I GREEN NO::!, I 12-PQP-{JP ROTOO 16' /19' 0, 7& •o HALf ©i PGW-12-A-SJR CDLUE HOZ, I 12• PCP-UP ROTOR If>' /19' 1 , I> •o TWO-THAO ~ J~ ONPtPURPLE COVERI OUIC~ COUPLING VALVE CAECLAIMEO 'UTERI @ PEB--1! 5EIHES REt.tOTE COHTROL VALVE ~ RAINSrRo EFB-CP--PRS-6 SERIES REUDTE caNTRGl \IM.W: CPROTECT IN PLACE DR SAl.\l.lCE) \.!:.,!.11 12 SERIES PLASTIC VALVE BOX WI 12 800'1' AHD IQ SELF LOCI\ CC "'ER, COIL 2' UIN, EXPANSION LOOP FDA CONrROL AND C()l6IOI( WIRE I/ CAP~EO MUNLIN[ ltl ea:,:. T-113 OATE VALVE !LINE St2E! CWi NIBCO T•11J CATE VALVE ILHIE SIZEl (PROTECT rn PL.i.CEI \J.:!)@ 2230 SER1ES PRESSURE REl'.iUI.UINO VALV£/W.SlEA ',',I.LYE, c;RJSWOLO 2230 SERIES PRESSURE REGUU,TING Y,I.LVE/W..STER ',',I.L','E,(PROTECT IN PLACE I 1 2" NO, 70 ST,i,INLESS STEEL 8ASKET STRAINER (LINE SIZE) 40 ~SH SCREEN H,i,YW,1.RO 2• NO, 70 ST,I.INLESS STEEL BASKET STR.i.JNER !LINE SIZEl 40 ~SH SCREE/I !SC-ii• CONTROLLERS rn ST"AINLESS STEEL CABINET WITH LDCKrNG 0000 er STRONG BOX ® H Oil Eau.i.u Jsc-12-e•: •:,:• CONTROLLER, '2' CONTROLLrn RAINBIRO !SC SERIES CCtflllOltER IN lt,:OJYJOU>.1. CABINET, nECLAlt.lEO MATER t.(.TER SEE PLANs·roR NOTES. WATER t.ETER ELECTRICAL POINT OF C~NECTfON ELECTRICAL METER PEOEST,I.L ELECTRICAL t,(.TER PEOEST.i.L PURPLE PVC SCH, ~O NONflRESSURE LATER,I.L LINE U.','. RESISTANT PVC SCH. ~O ON ,I.LL SLOPE COtlOJrlONS U,Y. RESISTANT PVC SCH. ~O ON ALL SLOPE CONDITIONS PURPLE PVC CLASS )15 PRESSURE W.\NLINE PIPE PURPLE PVC CL,1.S.S 315 PRESSURE W.INLINE PIPE CONTROLLER STATtCIN \1,1.LVE C:PM YALVE srzt NEW Y-6 FIRE STATION FUTURE Z-8 2-4"PVC SLEEVES BY OTHERS, TYP. 2 PLACES. APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY NEW Y-7 NEW Z-9 WATER METERS AND ALL COt-lNECnot-1s TO llWINE RANCH WATER O!STRICT FAC!LITIES MUST ae APPLIED FOR ANO/OR APPROVED THROUGH THE IRYINE RANCH WATER OISTRICT SUBOlYISIOHSltlEVELOf>t.llWT SECTION, FOR SPECIFIC REQUIREMENT$ FOR OBTAINING SERVICS: 'nl"' q97 CALL (714)453·5576 OR 453-5577 ~ -\'- ONSITe APPSOVAITul\.0& h, DAre '6·5-C\L\ IRRIGATION DESlGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN Wl1'HIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY. ALL IRRIGATION VALVES AND MAINLINE TO EE LOCATED BEHIND SIDEWALK. • • NEW Z-10 1" • 20' NORTH I I I \ \ NEWPORT RIDGE OR!VE 'LOCP' 1-4 CRESTRIDGE PARK NEWPORT RIDGE -··'¾, DRIVE EAST L~l SHEET KEY NO SCALE LANDSCAPE ARCHITECTURE ERIKSSON·PETERS·THOMS o • 1214 Eost G1een Sllee1, Pa~cdeno. California 91106 Telephooe (818179!>·2008 (21Jl681·J408 FAX (818l795·15H 0 21W Cole Ano~o. sen JJC11 Ccpislrono. CA 92675 Telephone {714)661·7127 FAX (714)248-2599 Revision ,, Oote I • I PREPARED FOR: COAST AL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE · NEWPORT BEACH, CALIFORNIA 92660 C) (J). 0 z LC (I) L -cl 0 CL :='+-w ::i == <( mo C) u 0 >, - Cf) ~L 0 ·co Cl :::, 0 -E "' 0:::: ~ Em ot'. _J Oo -Q_ I-_:=! 3 (/} "' 0::: 0 oz 0 3:: 0 0 I-L o_ 0 - ~ w cl Cf) ll) L w <( 0 Q_ I (I) z L CL 0.. .. r ;i:: 0 UJU ·z RIDGE PARK IRRIGATION ROAD PLAN STA. 80+70 TO 88-1-£2 PERMIT NO. Job No. 92-509 Dro"n Staff C~e,ked R.H. V. Dole Sl'ee\ I-4 Cl 20 'i_',· IRRIGATION NOTES 1. ALL MATERIALS ANO EQUIPMENT SHALL CONFORM TO APPLICABLE ORANGE COUNTY CODES, 2, INSTALL ALL EQUIPMENT AND MATERIALS AS SHOWN ON THE DRAWINGS AND SPECIFICATIONS. 3, THIS DESIGN IS DIAGRAMMATIC, ALL PIPING. VALVES, ETC,. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WITHIN PLANTED AREAS WHEREVER POSSIBLE. AVOID ANY CONFLICT BETWEEN THE SPRINKLER SYSTEM AND PLANTING OR ARCHITECTURAL ELEMENTS. 4. THIS SYSTEM DESIGN IS BASED UPON THE MINIMUM OPERATING PRESSURE ANO THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT EACH POINT OF CONNECTION, THE CONTRACTOR SHALL VERIFY WATER PRESSURE SHOWN PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCY TO THE OWNER'S REPRESENTATIVE. 5. 120 VOLT ELECTRICAL POWER OUTLET SHALL BE PROVIDED BY THE CONTRACTOR TO THE CONTROLLER LOCATION. 6. FINAL LOCATION OF THE SPRINKLER CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST ARC TO SUIT CONDITIONS, AND TO THROTTLE THE VALVE TO OBTAIN OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. B. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATIONS OF WALLS, PLANT MATERIALS, ETC. HE SHALL COORDINATE HIS WORK WITH THE PARKWAY LANDSCAPE CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE LOCATIONS OF PIPE AND WIRE SLEEVES AS AEOUIAE_D. 9. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIMENSION DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING OF THE SYSTEM. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 10. ENCASE ALL WIRING UNDER PAVING INSCH. 40 P.V.C. 11. All SCH. 40 FITTINGS SHALL BE DEEP SOCKET TYPE AS MANUFACTURED BY DURA. 12. ALL NIPPLES AND RISERS SHALL BE MOLDED SCH 80. P.V.C. 13. A COVERAGE TEST SHALL BE PROVIDED FOR THE OWNER1LANDSCAPE ARCHITECT AND THE COUNTY BEFORE PLANTING BEGINS. 14. ADV (ANTI-DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTALLATION ONLY, AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ON•SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN THE HIGHEST HEAD AND LOWEST HEAD ON A SYSTEM, THE ADV'S SHALL BE INSTALLED PEA THE DETAIL. {FDA ALL SYSTEMS) 15. ALL MAINLINE SHALL BE 1NSTALLEDWITH!N 24"0F BACK OF WALK, WHEN WALK OCCURS. O.C.E.M.A. IRRIGATION NOTES SCHEDULE 40 UVRIPVC PIPE VARYING FROM 1/2~ TO 3" AND FITTINGS ARE APPROVED FOR ABOVE GROUND INSTALLATION UNDER THE FOLLOWING CONDITIONS. 1. 2. 3. 4. 5, 6. 7. All PRODUCTS MUST BEAR A PERMANENT IDENTIFIABLE LABEL SUCH AS BROWNLlNE/SUNSTOP/ UL TRA-GUARO UVR/PVC. POTABLE WATER SERVICES THE IRRIGATION SYSTEM AND A BACKFLOW DEVICE IS REQUIRED. THE PIPII AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ITION OF INTERNATIONAL ASSOCIATION OF PLUMBING ANO.MECHANICAL OFFICIALS {IAPMO} s· ANDARD IS-8, WITH IAPMO-LISTED PVC FITTINGS, PRIMERS AND SOLVENTS, EXCEPT THE EXPOSED _PIPING NEED NOT BE WRAPPED OR PROTECTED FROM SUNLIGHT. THE PIPING MAY BE INSTALLED ABOVE THE GROUND SURFACE INSTEAD_ OF 24" BURIAL .WITH COMPACTED BACKFILL COVER. EACH PIPE RISER SERVING A SPRINKLER HEAD SHALL BE ANCHORED BY A RISER STABILIZER ASSEMBLY CONSTRUCTED OF A #4 REINFORCING BAR OR EOUAL DR1VEN 18" ;N THE SOLID GROUND AND FASTENED TO THE RISER BY lWO {2) GALVANIZED OR STAINLESS STEEL BANDS. THE HORIZONT:AL PIPE SHALL BE ANCHORED WITHIN 12" OF THE SPRINKLER RISER AND A MAXIMUM OF·JO·.o" 0.C. BY A #3 X 24" REINFORCING BAR WITH A "J" HOOKED·AADIUS OR EQUAL, DRIVEN 18"" INTO SOLID GROUND. • ALL ON GRADE UVRIPVC LATERALS THAT CROSS CONCRETE TERRACE □RAINS SHALL BE INSTALLED WITH A SCH. 40 GALVANIZED STEEL SLEEVE ANCHORED AT BOTH ENDS WITH A #3 REBAR "J~ HOOK {GALVANIZED OVER BENCH). I.R,W.D. SPECIAL ON-SITE RECJ.AIMED WATER NOTES A. n-tE INSTALLATION OF THE IRRIGATION WATER SYSTEM SHALL CONFORM TO THE REGULATIONS FOR THE CONSTRUCTION OF IRRIGATION WATER SYSTEMS WITHIN 1HE IRVINE RANCH WATER DISTRICT AND THE ACCOMPANYING PLANS AND SPECIFICATIONS. 8, ALL ON-SITE RECLAIMED·AND POTABLE WATER PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH I.R.W.O. REGULATIONS ANDTI-IE IRRIGATION SPECIFICATIONS. C. RECLAIMED WATER PIPING SHALL BE ~ALERTUNE" VIOLET COLORED PVC AS MANUFACTURED BY BROWNLINE INC. OR APPROVED EQUAL. 0. MARKING ON THE VIOLET COLORED PVC PIPE SHALL INCLUDE THE FOLLOWING: _ ALEATLINE; CAUTION RECLAIMED WATER; NOMINAL PIPE SIZE; PVC-1120; PRESSURE RATING IN POUNDS PEA SQUARE INCH AT 73 DEGREES; ASTM DESIGNATIONS SUCH AS 1785; 2241, 2672, 3139.· PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF THE PIPE. - E. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. • (a). TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4M, PURPLE IN COLOR WITH THE WORDS "WARNING-RECLAIMED WATER· 00 NOT DRINK" IMPRINTED ON ONE SIDE, AND ''AVISO- AGUA IMPURA -NO TO MAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. (b). ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1) ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP QB 2) ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TlE-WRAP Qfl 3) ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. F. WARNING TAPES SHALL BE USED ON ALL CONSTANT PRESSURE MAIN UNE PIPING CARRYING POTABLE WATER. G. WARNING TAPES SHALL BE MINIMUM OF THREE (3) INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR lHE ENTIRE LENGTH OF All CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND PIPE EVERY FIVE t5} FEET ON CENTER. H. WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER PIPING SHALL BE BLUE IN COLOR WITH THE WORDS "CAUTION BURIED WATER LINE BELOW" IMPRINTED IN MINIMUM ONE (1) INCH HIGH LETTERS BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. 1. THE IRVINE RANCH WATER DISTRICT SHALL BE NOTIFIED TWO (2) DAYS PRIOR TO THE START OF CONSTRUCTION AT 714/453-5577 or 453-5576 AND EACH WORKDAY THEREAFTER UNTIL COMPLETION OF PROJECT. J, K. L. M. N. 0, ALL PRESSURE MAIN LINE PIPING FROM THE AECLAlt.1ED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN TEN (10) FOOT MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECLAIMED AND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, THE RECLAIMED PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN CLASS 200 PURPLE COLORED PVC SLEEVE WHICH EXTENDS A MINIMUM OF FIVE (5) FEET ON EITHER S\DE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF SIX (6) INCHES. CONVENTIONAL (WHITE) PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITH THREE (3) INCH WIDE RED WARNING TAPE WHICH READS "CAUTION • RECLAIMED WATER". lHE IRRIGATION SYSTEM HAS BEEN DESIGNED TO AND MUST BE SET TO OPERATE BETWEEN THE HOURS OF 9:00 P.M. AND 6:00 A.M. UNLESS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER. ADJUST SPRAY HEADS TO ELIMINATE OVERS PRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER, FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, STREETS AND SIDEWALKS. CONTACT THE I.A.W.D. OFFICE TWO {2) DAYS PRIOR TO THE IRRIGATION SYSTEM COVERAGE TEST AT 714/45..1,5577 or 453-5576 AND ARRANGE FOR A WALK-THROUGH FOR THE SYSTEM. FAILURE TO COMPLY WITH ANY OR ALL OF lHE ABOVE GUIDELINES PUTS YOUR SYSTEM IN VIOLATION OF THE DISTRICTS RULES ANO REGULATIONS, AND WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. WARNING TAPE ON RECLAIMED WATER CONSTANT PRESSURE MAIN LINE PIPING IS ONLY ALLOWED ON PAOJECT·BY-PAOJECT APPROVAL FROM THE DISTRICT ENGINEER. IF APPROVED, IT MUST FOLLOW THESE INSTALLATION SPECIFICATIONS. 1. WARNING TAPES SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE. 2. WARNING TAPES SHALL BE A MINIMUM OF THREE (3) INCHES WIDE AND SHALL AUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND PIPE EVERY FIVE (5) FEET ON CENTER. 3. WARNING TAPE FOR THE CONSTANT PRESSURE RECLAIMED WATER PIPING SHALL BE PURPLE IN COLOR WITH THE WORDS "CAUTION· RECLAIMED WATER" IMPRINTED A MINIMUM ONE (1) !NCH HIGH LETTERS BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. \ IRRIGATION SPECIFICATIONS 1.00 GENERAi. 1.01 SCOPE OF WORK Contractor to furnish all labor and materials required to execute this work as indicated on the drawings, as specified and as necessary to complete the contract, including but not limited to these major items: 1. Supply and installation of complete irrigrilion system (excluding waler meters). 2. Supply and installation of all. sleeves required. by .. this contract and coordination with general building contractor. 3. Provide field adjus1ments as required ta ensure proper coverage. 4. Clean up of work areas at conclusion of contract. 5. Guarantee off all equipment and workmanship for a period of one (1} year. 1.02 QUALITY ASSURANCE A. Qualifications of Installers Provide at least one person who shall be present at all times during execution of the work and who shall be thoroughly familiar with the type of materials, manufacturer's recommended methods of installation and who shall direct all work performed under this section. B. Codes and Standards In addition to· complying with all current County of Orange codes and regulations, comply with the latest rules of the National Electrical Code and the Electrical s·alety Orders of the Slate of California, Division of Industrial Safety, for all electrical work and materials. 1.03 SUBMITTALS A. Materials List Within seven (7) days alter award of contract, and before any irrigation system materials are delivered to the job site, submit to The Irvine Company complete lists of all irrigation system materials proposed to be furnished and installed. 1. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, and furnish the manufacturer's recommendations as to methods of installation. 2. All irrigation equipment and installation procedures shall conform to the current County of Orange Standards. 3. Do not permit any irrigation system component to be brought to the job site until it has been approved by The livine Company. B. As-Built Drawings 1. During the course of installation, carefully show, in red line on a print of the irrigation system drawings, all changes made to the irrigation system during installation. 2. Upon Completion of the irrigation system installation, carefully transfer the as-built data to new, clean _prints of the irrigation system drawings and submit two (2) copies as described under Mmanuals" below, to The Irvine Company. • C. Manuals Upon completion of the irrigation system installation and as a condition of its acceptance, deliver to The Irvine Company two (2) copies of the .as-built drawings referred to above. The ·delivery of the as-built drawings shall not relieve the Contractor of the reSponsibility for fu'rnishing required information that may have been omitted from the prints. Manuals shall include: 1. Index sheet Stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representative. 2. Complete operating and maintenance instructions for all equipment. 3. Spare parts list and related manufacturer information for all equipment. 1.04 PRODUCT HANDLING A. Protection Use all means necessary to protect irrigation system materials before, during and after installation and to protect the inslal!ed work and materials of all other trades. B. Replacements In the event cif damage, immediately make all repairs and replacements necessary to the approval of and at no additional cost to The Irvine Company. 1. Exercise care in handling, loading, unloading and storing plastic pipe and fittings. Store plastic pipe and fittings under caver until ready to install; transport plastic pipe only an a vehicle with a bed tong enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. 2. Repair all dented and damaged pipe by cutting out the dented or damaged section and rejoining with couplings. C. Connections to Existing Main Lines 1. Source of water sllpply: th_e Contractor shall verify and be familiar with the location, size and detail of stub-outs provided as the source of water supply to the irrigation system, as shown on the plans. Source of supply and point of connection shall be as shown on plan. 2. Existing utilities and conditions: Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewers, septic tanks and other utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the Contractor will proceed in the same manner as if a rock layer or any other conditions encountered underground make change advisable. Where investigation of subsurface conditions have been made by a Qualified body in areas in which local materials may be obtained, the Contractor may request the use of such information but will be directly responsible for its verification and accuracy. D. Inspection The Contractor shall at all times permit The Irvine Company and its authorized agents to visit and inspect the work or any part thereof. He shall maintain proper facilities and provide safe access for such inspections to all parts of the work. Wllere the specifications require work to be tested by the Contractor, it shall not be covered up until tesled or approved by The Irvine Company and the Contractor shall be sqlely responsible for notifying The Irvine Company where .. and when such work is .in readiness for testing. Should any such work be covered without such test or approval, it shall, ii so ordered be uncovered at the Contractor's expense. E. Standard of Installation Material and workmanship shall be in accordance with local codes and ordinances of legally cons!ituted aulhorities, except that where provisions of these specifications exceed such requirements, these specifications shall govern. F. Preservation and Cleaning The Contractor shall clean up the work as it progresses. At frequent intervals, and at all times when directed by The Irvine Company, the Contractor shall remove and dispose of accumulations of rubbish and debris al all kinds. Al the time of completion the entire site shall be cleaned of tools, equipment, rubbish, etc., all of which Shall be removed from the site. and the entire project, including surrounding premises, shall be left in proper, clean condition ready for acceptance, G. Completion The work will be considered for acceptance in writing when the entire scope of worK has been completed satisfactorily lo The Irvine Company, ·1n judging the work, no allowance for deviation from the original plans and specifications will made unless already approved at proper times. 1. When any item appears on the plan and not in the specifications, or in the specifications and not on the plan, it shall be considered in both. 2. The Irvine Company shall have final aulhority on all items of the project. H. Loose Equipment to Furnish Loose sprinkling equipment, operating keys and spare parts shall be furnished to The Irvine Company by the Contractor in quantities as specified below (3,07-C), 1. Seivice by the Contractor,. The COntractor shall seivice the system at The Irvine Company's request during the guarantee period and shall be paid for work performed which is not covered by the guarantee. II requested by The Irvine Company, the Contractor will furnish The Irvine Company with a schedule of servic.e fees. J. Final Acceptance Within ten (1 O) days of Contractor's notification that the insta118.tion is complete, The Irvine Company w_lll inspect the installation and, if final acceptance is not given, will prepare a "punch list" which, upon completion by the Contractor, will signify final acceptance by The Irvine Company. The Irvine Company shall have final authorily on all items of the project. K. Irrigation Guarantee 1. The entire sprinkler system· shall be unconditionally guaranteed by the Contractor as to material and workmanship, including settling ol backfilled areas below grade for a period of one (1} year following the date of final acceptance of the work. 2. If, within one (1) year from the date ·of. final acceptance of' the work, settlement occurs and 'adjustments in pipes, valves and sprinkler heads, sod or paving,is necessary to bring the system,_sod or.paving to the. proper level of the permanent gtades, the-Contractot, as part of .the·wO(k under his contract, shall make all adjusfrnents without extra cost to Tti'e Irvine Company, including the complete .restorati_on of all __ damaged planting, paving, or ottier improvements of any kind. • 3. Should any operational dilliculties in connection with thei sprinkler system develop within the specified g·uarantee period which _in the.opinion of }he Irvine Company may be·due to.the infe'rior material or_workmanship, said difficulties shall be ii.nmediately repaired at.no additional cost to The lrv\ne Company, including anY and all other damage caused by such'def9:cts. • L. The· Contractor ·shall secure the req·uired licenses and permits including payments of charges and fees and give retjuired notices to public authorities and verify permits secured or arrangements made by others affecting the work of this section. • 2.00 PRODUCTS 2.01 PIPE AND FITTINGS A. General Use only new materials of brands and types noted on drawings, specified herein, or approved equals. • B. PVC Pressure_ Main Line Pipe and Fittings 1. Pressure main line piping !Or sizes one _and one-half (1-1/2) inches and smaller shall be PVC Schedule 40 with solvent welded joints. Main lines two (2) inclles and larger shall be PVC Class 315. 2. Pipe shail be made from NSF approved TYpe 1, Grclde 1 PVC conforming to ASTM Resin Specification 1785. All.pipe must meet requirements as set forth in Federal Specifications P.S-21-70 (Solvent-Weld Pipe). 3. PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM Test Procedure 02466. ,, 4. Solvent cement and ·primer for PVC solvent-weld pipe and fittings sh.all be of type and installation methods prescribed by the manufacturer. 5. All PVC pipe must bear the following markings: a. Manufacturer's name b. Nominal pipe size c. Schedule or class d. Pressure rating in P.S.I. e. NSF (National Sanitation Foundation) approval f. Date of extrusion 6. All fittings shall bear the manufacturer's name or trademark, material designation size, applicable P.S.I. schedule and NSF Seal of Approval. C. PVC Non-Pressure Lateral Line Piping 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 with solvent welded joints. 2. PVC Schedule 40 pipe shall-be made from NSF approved type 1, Grade 1 PVC compound conforming to ASTM Resin Specification 1785. All pipe must meet requirements as set forth in Federal Specification PS-21-70 with an appropriate standard dimension ratio. 3. Except aS noted in paragraphs 1 and 2, all requirements for non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure main line pipe and fittings as set forth in Section 2.01-B al these specifications. 2.02 GATE VALVES A. Gate valves two {2) inches and smaller, shall be 125 lbs. SWP bronze gate valve witll screw-in bonnet, non-rising stem and solid wedge disc, equipped with brass cross handle (manual sprinkler key operated}. B. Gate valves two (2) inches and smaller shall be similar to those manufactured by Nibco or approved equal. C. All gate valves shall be installed per County of Orange detail. D. All gate valves shall have bronze trim operating nuts. 2.03 QUICK COUPLING VALVES A. Quick coupling valves installed shall have a one-piece brass body designed for working pressures of-125 p.s.i. and shall be operable with a quick coupler key with ACME type threads. Valve shall have a rubber locking top, purple in color. Quick coupling valves shall be similar to Rain Bird 33 DNP or approved equal. • APPROVAL FOR ONSITE RECLAIMED WATER SYSTE::ry\ ONLY WATER. METERS ANO ALL COHHE.CTIOHS TO IRVIHE RANCH WATER DISTRICT FACILITIES MUST BE APPLIED Fon AND/OR APPROVED THROUGH THE IAVIHE RANCH WATER OISTI11CT SUDOlVLSIOHS/01:.VELOPMENT SECTIOH. FOR SPECIFIC AEQUlREMEllTS FOR ODTAINIHG SERVICE p (. 0(17 CALL (714)453-5576 OR 453•5577 ~ j1 ONSITEAPPROVAl 1>i9J'to.ik. CATE 'D·S·9Y B. Valves shall be in accordance with Irvine Ranch Water District Standards with a purple hinged cover and locking top. ' 2,04 CONTROL WIRING A. Connections between the automatic controllers and the electric con1rol valves shall be made wilh direct burial copper wiro AWG-U.F. 600 volt. Pilot wires shall be black. Common wires shall be white. Install in accordance with valve manulacturer's specifications and wire chart, In no case shall wire size be less than #16, B. Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or lateral lines whenever possible. Minimum 18 inches below finish grade. C. Where more than one (1} wire is placed in a 1rench, the wiring shall be taped together at inteNals of ten (10) feet. • D. An expansion curl shall be provided within three (3) feet of each wire connection and at each charige ol direclfon of a wire run. Expansion curls shall be formed by wrapping at least five (5) turns of wire around a one (1) inch diameter pipe, then withdrawing the pipe. 2.05 AUTOMATIC CONTROLLER • A. Automatic Controllers 1. Automatic controllers on San Joaquin Hills· Road are existing. Notify The livine Company of any discrepancies. 2. l!']staltation 9f new automa_tic conlrolJers shaU be ol size and type shown on the drawings. -• _ _ . B. Notify The Irvine Comf.)8rly immediately should any discr8pancies be found in field in controller rel~led items identified on plans as existing. 2.06 ELECTRIC CONTROL VALVES A. Electric co.ntrol valve st1ali be as specified on dra~ings or approved equal. B. The vaive _must have ·an automatic mechanical sei"f-clea~ing internal control system and must be slow closin_g to ens~re smooth and shock fiee opera1ion. • C. The electric Control valve shall be equipped with a corrosion proof solenoid constructed of stainl~ss steel and molded in epoxy resin to form one integral unit which is suitable for 24 volt operation. • D. The electric control'valve shall be internal diaphragm and disassembly guided by a stainless steel steni in all positions. -_ E. All electric control valves shall be equipped. with a control stem capable of reducing a higher inlet flow to a const_ant lower flow regardless of supply fluctuations. • • • • F .• All ~tectriC ·c·ontroi-valves shall· be s-e~iceabl~-from -,h·e· ~~p ~ithout removlrig the valve body f_rom system. 2.07 · CONTROL VALVE BOXES A. Use round plastic valve box with locking lid marked "water"·for all gate valves.- Use Brooks No. 1100 or approved equal, branded ,.GV" in two (2) inch letter. B. Use rectangular plastic valve box with green plastic cover marked "Irrigation Control Valve" for all electric control valves. Use Brooks 12 series with locking cover or approved equal, branded with the valve identification in two (2) inch high letters/numbers. 2.08 SPRINKLER HEADS A. All Sprinkler heads shall be of the same size, !y'pe and deliver the same rate of precipitation with the diameter (or radius) of the throw, pressure and discharge as shown o.n the plans and/or Specified in these special provisions. 8. Pop-up spray bodies shall be construct9:d of heavy duty. ultra-violet resistant plastic. Stems shall be retracted by means of a stainleSs steeil retraction spring and shall have a combination piston/Wiper seal. 2.09 OTHER MATERIALS All other materials, not specifically described but required for a complete and proper i_rrigation system installation, shall be new, first quality of their respective kinds and subject to the approval of The livine Company. 3.00 EXECUTION 3.01 SURFACE CONDITIONS A. Inspection Prior to all work of_ this section, carefully inspect ihe original design, the • referenced standard and the manufacturer's recommendations. System to be installed in accordance with all pertinent County of Orange codes and regulations, the original design and the referenced standards. B. Discrepancies 1. In the event of discrepancy, immediately notify The Irvine Company. 2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved to the satisfaction of The Irvine Company. 3.02 FIELD MEASUREMENTS Make all necessary measurements in the field to ensure precise fit of items in. accordance with the original design. 3.03 TRENCHING AND BACKFILLING A. Trenching t. Excavation shall be open vertical construction sufliciently wide to provide free working space around the work installed and to provide ample space for backfilling and compacting. 2. Trenches for pipe shall be cut to required grade lines, and trench bottom shall be compacted to provide an accurate grade and uniform bearing for the lull length of the line. 3. When two pipes are 10 be placed in the same trench, it is required to maintain a six (6) inch space between pipes as is minimum. No pipe Shall be installed directly over ano1her. 4. Where it is necessary to excavate adjacent to existing trees, the contractor shall avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur sllall be done by hand .. All roots two (2} inches and larger in diameter shall be tunneled under and shall be heavily wrapped with wet burlap. Trenches within the drip !ine of trees shall be closed within 24 hours. B. Backfilling 1. Backfill material shall be approved soil. Unsuitable material, including clods and rocks over one-half (1/2) inches in size, shall be removed from the premises and disposed of legally at no cost to The Irvine Company. 2. All backfilling shall be done carefully and shall be properly compacted. 3. Depth of trenches shall be sufficient to provide a minimum cover above the top of the pipe per County of Orange Standard Plan No. 1760. a. Twelve (12) inch cover over non-pressure lateral lines. .. , ," , _ _. ___ ·••'o-·--·-----••· -•' . L A N D S C A P E A R C H I T E C T U R E ERIKSSON•PETERS·THOMS • 1214 [o~t Creon Stroet,Poscdenc, Cofffc,rnic 91•0f. T&lephOl'IEI l81BH95•20CB !2k:!l&Bl•J4C8 FAX 16181195·2547 Q 21461 Cole Arro)'o, Son Ju0'1 Coplstronc, Ci 92£.75 Telephone t714J661·1121 FAX 1114)248·2599 Rev1~lon e, Octo - ' PREPARED FOR, COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 . 0 -U) C LL Q) 0 1J 4---c., :::, - en o. z -;,-, u -w 0.. i-- <t 'c.r: C) :::, 0 u EO 0 (/) E OJ Oen -0 u i- 0:::: z QL <t i-.0 (/) 0. _J o3: I-0 Q) ~ uz 0:::: .. L 0 0 1--4- o_ w 1J (I) :S",: (/) L 0 w <t 0. :r: (I) z L 0.. 0.. ·-. " ""l, •. ' - IRRIGATION SPECIFICATIONS PERMIT NO. 1~1111a11 Job Na. 92-509 Oni•n Staff 9:!.c_"-ed R.H.V. "'"""I 10 /"14- She lit 1-5 Of 20 Sheet;,: ' ' CONTINUED b. Eighteen ( 18) inch cover over pressure main line. c. Twenty-lour {24) inch cover over pipe crossing. d. Contractor shall install concrete thrust blocking at all changes_ of direclion and terminal points al pressure pipe, and on all ring-type pipe four {4) inches in diameter and greater, per County of Orar,ge Standard Plan No, 508, e. All lines shall have a minimum clearance of six (6) inches from each other and six (6) inches from lines of other trades. f. Parallel lines shall not be installed directly over one another. g. Surplus earth remaining alter backfilling shall be disposed al on the premises as direc1ed by The hvine Company, 3.04 INSTALLATION OF PIPING A. General Lay out the piping system in strict accordance with the drawings and to the depth as specified in Section 3.03. B. Under Existing Pavemenl 1. Piping under existing pavement may be installed by jacking, boring or hydraulic driving except that no hydraulic driving will be permitted under asphaltic concrete pavement, or at depth less than 36 inches. 2. Where cutting or breaking of existing pavement is ·necessary secure permission from the County of Orange before cutting or breaking the pavement. Make all necessary repairs at no additional cost to The !Nine Company or the County of Orange. C. Inspection of Pipe and Fillings Carefully inspect all pipe and fittings before installation, removing all dirt, scale, burrs and reaming as required; install all pipe with all markings up !or visual inspection and verification. D, PVC Pipe 1. PVC pipe shall be installed in a manner which will provide for expansion and contraction as recommended by the pipe manufacture_r. 2. In jointing, use only the specified solvent and make all joints in strict accordance with !he manufacturer's recommended methods, give solvent welds at 18ast ~ 5 minutes set up time before m6ving or handling and 24 hours curing time before filling with water. 3. For plaslic·to-metal connections, work the metal connections first, use a non-hardening pipe dope on all threaded plastic-to-metal connections and use only light wrench pressure. All plastic-to·metal'connections shall be made with plastic male adapters. 3.05 INSTALLATION OF EQUIPMENT A. Automatic Controllers 1. Automatic controllers on San .Joaquin Hills Road are existing. Notify Landscape Architect or Owner's representative of any discrepancies. 2. Installation of new aUtomatic controllers shall be of size and type shown on the drawings. 3. Final location of automatic controller(s) shall be approved by The Irvine Compa_ny's authorized representative prior to installation. 4. L.inless otherwise noted on the plans, the 120-volt electrical power to the automatic controller to be furnished by irrigation contractor. The final hook-up of the automatic coniroller to the 120-volt power source shall be the responsibility of the irrigation contractor. • 8. Control Wiring 1. Control wires shall be installed in accordance with valve manufacturer's specifications and wire chart. ~- 2. Control wiring locmed beneath paved areas shall be installed in a separate PVC Schedule 4(' sleeve. 3. Wiring shall occupy the-same trench and shall be installed along the same route as pressi.Jre supply or lateral lines. Wherever possible lay to the side of pipeline. Control wires shall be laid loosely in tren·ch without stress or strelching to allow for contractiOn of wires. Where more than one (1) wire is placed in a trench, the wiring shall be taped together at intervals of ten (10) feet. 4. An expansion curl shall be provided within three (3) feet of each wire con·nection. Expansion curl shall be of sufficient length at eac_h splice connection at each electric control valve, so that in case of repair, the valve bonnet m_aybe brought to the surface without disconnecting the control wires. 5. An expansion.curl shall be provided every 100 feet on runs of more th~n 1 oo feet in length. Provide looped slack at valves and changes in direction of 90 degrees. 6. Field splices between the automatic controller and electrical control valve::; shall not be allowed without prior approval of the County Inspector and The Irvine Co-mpany. Splices shall be vaulted and noted on as-~uilt di"awings. An expansion curl of 12 inches shall be provided at each field splice. • • C. Electrical Work All electrical work shall be installed per code requirements. D. Quick Coupling Valves 1. Quick coupling valves shall be set approximately 12 inches from walks, curbs headerboards or paved areas where applicable. Vertical positi~ning of quick coupling valves shall be such that sleeve top will be two (2) inches above settled finish grade in ground cover areas and one- half (1/2) inch above grade in turl areas. 2. Quick coupling valves shall be installed in a plastic box per County of Orange Standard Plan No. 504·0-0C .. Quick coupler valve boxes shall be located 12 inches from paved surfaces. E. Valves 1. All valves shall be installed as shown in details and in accordance with manufacturer's recommendations and all applicable County of Orange Plans. 2. All valves shall be the full size of the line in which they are installed unless otherwise indicated. F. Valve Boxes Valve boxes installed nea; walks, curbs, headerboards and paving shall abut those items. The top surfaces shall be flush with items listed above. 3.06 TESTING AND INSPECTION A. General 1. Contractor to furnish all necessary testing equipment and personnel. 2. Correct all leaks and retest until accepted by The Irvine Company. , B. Closing in Uninspected Work Do not allow or cause any of the work of this section to be covered up or enclosed until ii has been inspected, tested and approved by The Irvine Company. C. Flushing Before backfilling the mainline and with all control valves in place but before lateral pipes are connected, completely flush an·d lest lhe drain lin-8 ·a·n-,r ie.pc3.ir all leaks, flush out each section of lateral pipe before sprinkler heads are attached. D. Testing 1. Make all necessary provisions for thoroughly bleeding the line of air and debris. 2. Before testing, fill the line with water for a period of at least 24 hours. 3. After valves have been installed, test all pressure main lines for leaks at a pressure of 150 psi for a period of three (3) hours, with all couplings exposed and with all pipe sections centerloaded. Contractor shall furnish force pump and other test equipment. 4. Remote control valves shall be adjusted so that the most remote sprinkler heads operate at the pressure recommended by the head manufacturer. Remote control valves shall be adjusted so a uniform distribution of water is applied by the sprinkler heads to the planting areas for each individual valve system. 5. Correct all leaks and retest irrigation system until accepted by The Irvine Company. F. Final Inspection (for Start of Maintenance Period) 1. Thoroughly clean, adjust and balance all systems. 2. Demonstrate the entire system to.The Irvine Company, providing that all remote control valves are properly balanced, that all heads are properly adjusted for radius and arc of coverage and that the installed system is workable, clean and efficient. 3. Upon completion of the project the Contractor shall submit one (1) complete set of record drawings and a Landscape Architect's Certificate of ·compliance to the County Inspector for approval. Approved record drawings shall be considered as-builts. 3.07 FINAL INSPECTION A. Two Controller Charts for Each Controller Provide new_ c?ntioller charts to reflect new irrigation areas per these plans. Recreate existing charts or produce new charts. Record drawings must be approved by the Landscape Architect and The Irvine Company before charts are p~epare~. The contr?ller charts shall be a blackline print of the reduced as-built drawings, hermellcally sealed between two 20-mil-thick plastic sheets. The chart shall.be the maximum size that the controller door will allow and shall _show the areas covered by the controller. A different color shall be used to ~how the area· of c~ver_age for each Valve. If the controller sequence is not legible when the drawing 1s reduced. it shall be.enlarged to a readable size. B. Two Operation and Mainterlance Manuals Two (2) individually hard bound copies o_f operation and maintenance manuals. The manuals shall describe the material installed. Each complete manual shall include.ihe following infcHmation·:, 1. Index_ sheet stating Contractor's address and telephone number list of equipment including names and addresses of local manuf~cturer representatives. 2. Complete operating and maintenance instruction for all equipme_nt. 3. Spare parts lists and related manufacturer information for all equipment. C. Maintenance Personnel Aft.er the systerT! has _been completed, inspected and approved, instr~ct The Irvine Company s maintenance personnel in the operation and maintenance of the irrigation system and demonstrate the conten1s of the manual furnished under Article 1.03-C of this section of these specifications. PRESSURE CALCULATIONS FARTHEST STATION NO. 89 FLOW: 28 GPM HYDRAULIC GRADE LINE: WATER METER, (SIZE) 11/2" STRAINER, (SIZE) _,,,, -•~2~"-- BACKFLOW PREVENTER, (SIZE) .,, __ _ MSTR. VALVE/PRESSURE REG. VALVE •• ••• • .. ·-·GATE VALVES MAINLINE R,C,V. (SIZE) FITTINGS LATERAL LINE ELEVATION DIFFERENCE TOTAL PRESSURE LOSS TOTAL PRESSURE REQUIRED 1" -11' PRESSURE REQUIRED AT HEAD AVAILABLE STATIC PRESSURE@METER RESIDUAL PRESSURE PRESSURE BOOST REQUIRED LARGEST & FARTHEST STATION NO, CS FLOW: 10 GPM HYDRAULIC GRADE-LINE: 11/2" WATER METER, (SIZE) STRAINER, (SIZE) 2" BACKFLOW PREVENTER, (SIZE) MSTR. VALVE/PRESSURE REG, VALVE GATE VALVES MAINLINE R.C,V, (SIZE) FITTINGS, ·, LATERAL LINE ELEVATION DIFFERENCE TOTAL PRESSURE LOSS TOTAL PRESSURE REQUIRED 1" PRESSURE REQUIRED AT HEAD AVAILABLE STATIC PRESSURE@ METER RESIDUAL PRESSURE PRESSURE BOOST REQUIRED LARGEST STATION NO. Y1 FLOW: 49 GPM HYDRAULIC GRADE LINE: WATER METER, (SIZE) STRAINER, (SIZE) 11/2" BACKFLOW PREVENTER, (SIZE) MSTR. VALVE/PRESSURE REG, VALVE GATE VALVES MAINLINE 2" R.C.V, (SIZE) 11/2" FITTINGS LATERAL LINE ELEVATION DIFFERENCE TOTAL PRESSURE LOSS TOTAL PRESSURE REQUIRED -11' PRESSURE REQUIRED AT HEAD AVAILABLE STATIC PRESSURE@ METER RESIDUAL PRESSURE PRESSURE BOOST REQUIRED LARGEST & FARTHEST STATION NO. 28 FLOW: 52 GPM HYDRAULIC GRADE LINE: WATER METER, (SIZE) 11/2" STRAINER, (SIZE) 2" BACKFLOW PREVENTER, (SIZE) MSTR. VALVE/PRESSURE REG. VALVE GATE VALVES MAINLINE R.C.V. (SIZE) FITTINGS , ·, LATERAL LINE ELEVATION DIFFERENCE TOTAL PRESSURE LOSS TOTAL PRESSURE REQUIRED 11/2" -12' PRESSURE REQUIRED AT HEAD AVAILABLE STATIC PRESSURE@ METER RESIDUAL PRESSURE PRESSURE BOOST REQUIRED STATIONNQ. ____ @ ___ _ FLOW: ___ _ GPM HYDRAULIC GRADE LINE: WATER METER, (SIZE) STRAINER, (SIZE) BACKFL_OW PREVENTER, (SIZE) MSTR. VALVE/PRESSURE REG. VALVE GATE VALVES MAINLINE R.C.V. (SIZE) FITTINGS LATERAL LINE ELEVATION DIFFERENCE TOTAL PRESSURE LOSS TOTAL PRESSURE REQUIRED PRESSURE REQUIRED AT HEAD AVAILABLE STATIC PRESSURE@ METER RESIDUAL PRESSURE PRESSURE BOOST REQUIRED • P.S,1. LOSS 890' 1.50 0.20 1.00 0.13 1.08 4.25 3.24 13,42 (,4,86) 20,06 60,06 40.00 90.00 29,94 P,S.I. LOSS 890' 1.00 0.13 0.74 1.50 1.00 1.49 5.86 35.86 30.00 90.00 54.14 P.S.I. LOSS 890' 4.90 • 0.50 1.00 0.13 9.70 2.20 3,87 7.52 (,4,86) 24.84 54.84 30.00 90.00 35.16 PS.I. LOSS 890' 4.90 0.50 1.00 0.17 12.95 2.20 4.57 8.75 (,5.20) 28.84 58.84 30.00 · 90,00 30.16 ~ P.S.I. LOSS YES/NO \ STATION NO, ____ @ ___ _ FLOW: ____ GPM HYDRAULIC GRADE LINE: WATER METER, (SIZE) STRAINER, (SIZE) BACKFLOW PREVENTER, (SIZE) MSTR, VALVE/PRESSURE REG, VALVE GATE VALVES MAINLINE R.C.V, (SIZE) FITTINGS , ' LATERAL LINE ELEVATION DIFFERENCE TOTAL PRESSURE LOSS TOTAL PRESSURE REQUIRED PRESSURE REQUIRED AT HEAD AVAILABLE STATIC PRESSURE@ METER RESIDUAL PRESSURE PRESSURE BOOST REQUIRED STATION NO. ____ @ ___ _ FLOW: ____ GPM HYDRAULIC GRADE LINE: WATER METER, (SIZE) STRAINER, (SIZE) BACKFLOW PREVENTER, (SIZE) MSTR. VALVE/PRESSURE REG. VALVE·. ' GATE VALVES MAINLINE R.C.V. (SIZE) FITTINGS , ' LATERAL LINE ELEVATION DIFFERENCE TOTAL PRESSURE LOSS TOTAL PRESSURE REQUIRED PRESSURE REQUIRED AT HEAD AVAILABLE STATIC PRESSURE@ METER RESIDUAL PRESSURE PRESSURE BOOST REQUIRED FARTHEST STATION NO. Y7 FLOW: 35 GPM HYDRAULIC GRADE LINE: WATER METER, (SIZE) STRAIN ER, (SIZE) 11/2" BACKFLOW PREVENTER, (SIZE) MSTR. VALVE/PRESSURE REG. VALVE GATE VALVES MAINLINE • R.C.V. (SIZE) FITTINGS , ' LATERAL LINE ELEVATION DIFFERENCE TOTAL PRESSURE LOSS TOTAL PRESSURE REQUIRED 2" 1" -14' PRESSURE REQUIRED AT HEAD AVAILABLE STATIC PRESSURE@ METER RESIDUAL PRESSURE PRESSURE BOOST REQUIRED STATION NO. ____ @ ___ _ FLOW: ____ GPM HYDRAULIC GRADE LINE: WATER METER, (SIZE) STRAINER, (SIZE) BACKFLOW PREVENTER, (SIZE) MSTR. VALVE/PRESSURE REG. VALVE GATE VALVES MAINLINE R.C.V, (SIZE) FITTINGS , ' LATERAL LINE ELEVATION DIFFERENCE TOTAL PRESSURE LOSS TOTAL PRESSURE REQUIRED PRESSURE REQUIRED AT HEAD AVAILABLE STATIC PRESSURE@ METER RESIDUAL PRESSURE PRESSURE BOOST REQUIRED STATION NO. ____ @ ___ _ FLOW: ____ GPM HYDRAULIC GRADE LINE: WATER METER, (SIZE) STRAINER, (SIZE) BACKFLOW PREVENTER, (SIZE) MSTR, VALVE/PRESSURE REG. VALVE GATE VALVES MAINLINE R.C,V, (SIZE) FITTINGS , ·, LATERAL LINE ELEVATION DIFFERENCE TOTAL PRESSURE LOSS TOTAL PRESSURE REQUIRED PRESSURE REQUIRED AT HEAD AVAILABLE STATIC PRESSURE@ METER RESIDUAL PRESSURE PRESSURE BOOST REQUIRED P.S.I. LOSS P.S.I. LOSS YES/NO P.S.I. LOSS 890' 2.5 D.28 1.00 0.13 6.00 7.15 3.41 5.70 (•6.06) 23.11 53,11 30.00 90.00 36.99 ~ P.S.I. LOSS YES/NO P.S.I. LOSS YES/NO STATION NO. ____ @ ___ _ FLOW: ____ GPM HYDRAULIC GRADE LINE: WATER METER, (SIZE) STRAINER, (SIZE) BACKFLOW PREVENTER, (SIZE) MSTR, VALVE/PRESSURE REG. VALVE GATE VALVES MAINLINE R.C,V. (SIZE) FITTINGS LATERAL LINE ELEVATION DIFFERENCE TOTAL PRESSURE LOSS TOTAL PRESSURE REQUIRED PRESSURE REOIIIP•~ ,- AHA" , • STATION NO. ____ @ ___ _ FL.OW: ____ GPM HYD_RAULIC GRADE LINE: WATER METER, (SIZE) : STRAINER, (SIZE) BACKFLOW PREVENTER, (SIZE) MSTR, VALVE/PRESSURE REG. VALVE GATE VALVES .MAINLINE R.C.V, (SIZE) FITTINGS LATERAL LINE ELEVATION DIFFERENCE TOTAL PRESSURE LOSS TOTAL PRESSURE REQUIRED PRESSURE REQUIRED AT HEAD AVAILABLE STATIC PRESSURE@ METER RESIDUAL PRESSURE PRESSURE BOOST REQUIRED STATION NO. ____ @_~-- FLOW: ____ GPM HYDRAULIC GRADE LINE: WATER METER, (SIZE) I STRAINER, (SIZE) BACKFLOW PREVENTER, (SIZE) MSTR. VALVE/PRESSURE REG. VALVE GATE VALVES MAINLINE R.C.V, (SIZE) FITTINGS LATERAL LINE ELEVATION DIFFERENCE TOTAL PRESSURE LOSS TOTAL PRESSURE REQUIRED PRESSURE REQUIRED AT HEAD AVAILABLE STATIC PRESSURE @METER RESIDUAL PRESSURE PRESSURE BOOST REQUIRED .STATION NO. ____ @ ___ _ FLOW: ____ GPM HYDRAULIC GRADE LINE: WATER METER, (SIZE) I STRAINER, (SIZE) ' BACKFLOW PREVENTER, (SIZE) MSTR. VALVE/PRESSURE REG. VALVE GATE VALVES MAINLINE R.C.V. (SIZE) FITTINGS LATERAL LINE ELEVATION DIFFERENCE TOTAL PRESSURE LOSS TOTAL PRESSURE REQUIRED PRESSURE REQUIRED AT HEAD AVAILABLE STATIC PRESSURE @METER RESIDUAL PRESSURE PRESSURE BOOST REQUIRED STATION NO. ____ @ ___ _ FLOW; ___ _ GPM HYDRAULIC GRADE LINE: WATER METER, (SIZE) : STRAINER, (SIZE) BACKFLOW PREVENTER, (SIZE) MSTR. VALVE/PRESSURE REG. VALVE GATE VALVES MAINLINE R.C.V. (SIZE) FITTINGS LATERAL LINE ELEVATION DIFFERENCE TOTAL PRESSURE LOSS TOTAL PRESSURE REQUIRED PRESSURE REQUIRED AT HEAD AVAILABLE STATIC PRESSURE@ METER RESIDUAL PRESSURE PRESSURf. BOOST REQUIRED P.S.I. LOSS /NO P.S,I. LOSS YES/NO P.S.I, LOSS YES/NO P.S.I. LOSS YES/NO P.S,I. LOSS YES/NO L A N D S C A P E A R C H I T E C T U R E ERIKSSON·PETERS·THOMS • 1214 [est Grun Str11Dt, Pcsodenc, CO:tornlc ~•O~ T11teprion11 18:!11~5·2008 121):6&·3~ FAX (8181195·2547 • 21~61Collo J.rrcyo, Son Juen CoplstFa-<J, CA 92615 T11lophon11 171(1661-1127 FA~ tTl.0:1248·2559 Ro~!~lon ,, "" ---- PREPARED FOR, COAST AL COMMUNITY BULDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH,CALFORNtA PERMIT .Jo~ ~o. 0,-,:,m 92660 0 -Ul C LL Cl) 0 lJ<+---(.!) ::J - (D 0 z ;,-, u -w a_ + . -.c <! C 0 (__') u ::J 0 E Cll 0 (/) Ern 0 0 -U+ 0::: z OL <! +O IJl Q. _J 0 ,. I-0 Cl) 0 uz 0::: 3: .. L 0 0 I-.... Q_ w lJ Cl) :s: (/) L 0 w <! Q. I Cl) z L a_ 0.. IRRIGATION SPECIFICATIONS, PRESSURE CALCULATIONS NO, 92-509 Staff .. C~ec~Od R.H.V. "" ,:;, ;, 0 f\4- s,,~, 1-6 Of 20 \ ,, . \. -2,II J J._ ~;_./~,~~ s~t•--L :1~i'lii'~::p.: :_~ -~~ f:-061:-l"AYIN:. = = ~L~,_. 1 :""-" ,YIHei'-Ec XWf'.G) illl§Jlilil§iill ~~II l-AWN ~ 9ip.Ue, P->P-l.1-P Hl'W> -<;,E.!o f'!-J'N/ L~l7 ------r,v.c .... CH. fJO NIPrt...E. Nore; ,------Nt,.µ..u..)( ,:,;,/ q-r: aeow- , CPAT A-1-L--1-'1------P.-1. i::;·Q,:;r\; "'\? t=-W¾W "TH~!, WIT!-\ I '"icl'!..t:N TN>e. I A.t;J.v. (\/-11-le!"-f:. rea't:>.J \.-A~,::, .,,e. lvilN. 12• ~ riN19H 6!<Poe. 1------P.V,C. <;,CH.8,? t-llPrl-J:. ,-------~>< cp• qr. 1:,\.£,?W • '7?11-\~ A:!E+l W / F,.-.., I N iullf p.P.,:-._.A e I'' p.f,v-./'3; F,6. IN <;ftf:l.\Jf. f>PG/>- ·--1.-1--~N--L 1-INl=- c__ ___ r.v.c. E:-LL or<--n;e. POP-UP SHRUB SPRAY HEAD '.2" 11-J ~ t:icov r; 12 ~ .\.'' lfJ L.AWfJ . • • \ ... QUICK COUPLING VALVE 1--'--'--aJ~ ,c,:;tJl"Lli-.J& VALv!=. {) A<:j;'. 11, ··:·< ® • . • • • _·· -1----J~ fL,:>t-./ VIE::t.J tt,,~1.£. <:>t::e-if.f-1&1>-"TioW 1,1,~i-.ll> 11'1'- loi--11fo~f1- ~f,\&L-Y IRRIGATION CONTROLLER CABINET/ ELECTRIC METER PEDESTAL f¼... ~u>je: -----. C.,,-iJfW>-¥-1 X:,-l~ ~ \t'><-YE- ( f >< f) Ive-~'if. ---. fZr-«/2- F<:tt.-efl'IJ>l~'-IE ---, r,,'f~ ~ fq(.-P-fl"lj-lLlt-jE. Tire. -~[-6({,~ ~ Of4 ""-'f!ELW'+-1?-> • (c,,i-+1~ ~) 6,1>'-V- ""12 =1-111-111 f'l.,.."1)!P 1111= ·1111 - ~-~-.-i0~~----- "1ffilL:-F!f'\!: ~ = IMPACT SPRINKLER Ill~ II +------f'VoTII'.. VALVE e,:,x i,J/ ~ 11:>f' LID. !3!WID VN..VE. No. Ct-1 Tor Of LID Al-ID IH5-IDe f!OX L-J/ \421? 1Y 1AC,,. +----COrlTIU'.i. W,VF. +---f'.V. c.. t'\Al..£ /i:f\f'TE:f( .FINI~~. < i.-tA]l!R F'1.DW • REMOTE CONTROL VALVE E>.l!N6' JOINT l-~~~--- l.A1\'::l2,0-L. Ul-lE. ') ·~ el::l-1::~ W.,.-11-l ---- PIPE ACROSS BENCH DRAIN· ~-?WII¼ Jolf-TT" LiVF' -Pv'C. flf'l'! I-7 ~ t----------TOP Cf' ~ -r---------HI-POP-UP IWTOR. ~~be,.,h_~~tl:r,Jl:J .,_... ______ P.V.e,. B~r-lUNE ELL +------P,V,e,, Bt¾,lt-lLlt-lll TEE RV. C. 1:RO\.lt-lUNS LATEJW. ---# 4 IZEE,AS,?. u U ~ I\HCHOF: L..!....L!.!l::t__.:.E.ve+-Is")' Io' ALONG ~ ~b,::-doi,~--H1NG,1:o f'OiNT . - =1 ~E.lill ~~ ::: goi.tr,'i - '-------1H1lK-i-W..l.eo f'Ol.."f PIPE '------Vi,.' IP:> I~ El..L '--------p.v.c. "'l"r<l;Ef aL :2" r--1'2." 0,il2U2> Pcf'-LJP rll-JI ,;J+ 6!¥0E. - Jj 1--,,"]1%'-t'-l-Pl Picc 1.----Tflt::"l<'-·YIALl..2? PoLy PIA= POP-UP SHRUB ROTOR HEAD ('c"'\ -----,,------------~------'-.:___:::...:...:..:....:..=.-=-..:....:..=.....:....:::..:....:._:...:..=::....:.::__ ___________ _j\E:V ,Z." 11--i G~Oi..c\JPU>Vi;:!2- • Vi.'' I\! 1UIZ-!" . ' ! I :::11 _ lllp · = . (,," 1tl~-P BW'S"> • t-llffle (T'(f,') '---"-f,l'D\-'ZE, ~IW ,;;;t>fE: VPLVE. W/•T' ~O,.e. ;,....... ____ Nt>Le P9PFWF- GATE VALVE 2.?.o"Mln. ~or llnes '-= 2 1/2"\ll ---.J.. and lines )'2 1/2u¢,-'o' 3'-o"Mln. under pave-l' ment for all lines .,__,__.......,__ Direct Burlol Low Voltage Control Wire~_ NOTES• .. 6" Walk, Pavement or other Structure Non-pressure line !lateral l Pressure line (nioln or lateral) I. Trenching and backfilling s~oll be per Standard Speclfl~ations1QV.f.M,t,., 2. Minimum backfill rel01l1,11 compaction shell be. 90 %. 3. Bundle control wires together and tape to pipo at 10 foot intervals. TRENCHING GATE. VALVt; (2 REO.'D)---,----,._ "EGTA>J~ULAP-PLIE-11C---~ VALVE WX. • flNi;,H &i<ADc (1YP.) 11 : \--•. · I Ill ~ E:t..BCM ----t;cm, PEA &f2_AVE.L.. -----~ STRAINER/ PRESSURE REG./ MASTER VALVE APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND 0ALL cotmECTIONS TO IRVlNE RANCH WATER DISTRICT FACIUTll'.S MUST llE APPUED FOR AH0/011 APPROVED THROUClH THE lRV1NE 11AHCH WATER lllSTRICT SUBDI\IISlONS/DE.VELOl'MENT SECTION, FOR SPECIFIC 11EOUIREMENTS FOR OllTAINIHO SCRVIC:E nc C\C\7 CALL (714)453•5576 OR 453-5577 \ ONSITEAPPROVAL ~ ~ DATE ~--5•<\4 ' TO P.'I.C. t'IAIN ., ---···-· .. -·--·---·--"• .-, . ···-~·--·-•" ,, .. ,-'. --··'. ,,. ••·-·· . '.' L A N D S C A P E A R C H I T E C T U R E ERIKSSON·PETERS·THOMS • 1214 Ecst Croon Stroo1, l'oscd!lnc, :::!'-Y"!lc SOOG Tolophone 181B!1';15•2008 !21Jl681•~ACM FAX ra1an9s-2s,47 • 27◄£1Ccle ~rroyc. Son JJcn Ccpt4rr=. :J. 92£75 Tolophcne (11◄)661• 1127 FA)( l7J◄l2◄8·25S9 Ae~ls!on By Octo PREPARED FOR, COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 0 -ti) C '-'-(I) 0 -0 '+---c.., :::J_ ID 0 z ;,, u -w CL +-- <( c .r:: C) . :::J 0 u EO 0 (/) E OJ 0 ,n -0 u+-er: z 0 '- <( +-0 ti) 0. _J 03: I-0 <D i uz er: .. '- 0 0 I-'+- Q_ w -0 <D :s= (/) '-0 w <( 0. I (I) z '-CL (L > ;r-; ~ (§; ~11~~ ~o wV . . z IRRIGATION DETAILS PERMIT NO. llllill11 ~· 92-509 Oro•n Staff ~t1<,e() R.H.V. ,,-, "'I le? /'l4- Sheet 1-7 . . Of Shu oh HYDROSEED NOTE 1. FOLLOWING COMPLETION AND APPROVAL BY OWNER OF ALL CONTAINER PLANTING <TREES, SHRUBS, ETC.! WATER ALL IRRIGATED PLANTING AREAS THOROUGHLY FOR THREE (3! CONSECUTIVE DAYS OR AS NECESSARY TO SATURATE UPPER LAYERS OF SOIL PRIOR TO HYDROSEEDING OPERATION. DO NOT ALLOW RUNOFF OF IRRIGATION. 2. ALLOW PLANTING AREA SOIL SURFACE TO DRY OUT FOR ONE Ill DAY PRIOR TO THE HYDROSEEDING APPLICATION, EXCERCISE CARE TO NOT ALLOW THE SOIL SURFACE TO BE SATURATED PRIOR TO THE HYDROSEEDING INSTALLATION. THERE SHALL BE SOME RESIDUAL MOISTURE WITHIN THE FIRST '/," OF THE SOIL SURFACE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. 3. APPLY THE FOLLOWING MIX TO ALL SLOPE SHRUB AND GROUND COVER AREAS: HYDROSEED MIX 3 LBS./ ACRE 6 LBS./ ACRE 6 LBS./ ACRE 100 LBS.I ACRE 100 LBS.I ACRE 2,000 LBS./ ACRE GAZANIA 'PIXIE' !WHITE! ALYSSUM 'VIOLET QUEEN' !PURPLE! ALYSSUM 'CARPET OF SNOW' (WHITE! ECOLOGY CONTROLS M·BINDER HY·GRO U.F. 38-0·0 FIBER PRO WOOD MULCH 1 9 ,i. EUC CIT 11 9 15 GAL 15' o.c. 5. GAL 25 PIN HAL 20 24"BOX 20' o.c. 24 "BOX MEL ~NES 1906 MY □ PAC 8'··0,G, 1 GAL 4' o.c. TR I CON 28 EUC LEH 15' o.c. 5 GAL 20' o. c. I ~ ---* * LOT 9 * * * * * * * * L A N D S C A P E A R C H I T E C T U R E • " 1214 Eo~l C:recn Street, Pc,odcm:, C<1fiforria 91106 h!eptiona !8181795•2008 {21.}J081·J~08 - f~ (81Bn95-2547 " 27U1 Cal~ hrr,yo, Sen .Lon Copi11rono, CA 92675 Telephona (71~)661·7127 FAX 1714l248·2599 4. IMMEDIATELY FOLLOWING HYDROSEEDING WASH PLANTS WITH IRRIGATION BRIEFLY. COMMENCE WITH IRRiGATION ON A DAILY . BASIS ON THE FIRST DAY FOLLOWING HYDROSEEDING. REFER TO THE SPECIFICATIONS FOR FURTHER INFORMATION. LOT 38 ---*· -·-· ..----.. * * * * * * * * * * * * * PARK SITE 5. DO NOT APPLY HYDROSEED MIX IN MEDIAN AND PARKWAY AREAS. 1 0 * * * og, IOTY~ QUANTITY OF PLANTS FDR EACH AREA ROOT BARRIER NOTE: NEW TOP OF 28 * * • * 0 ROOT BARRIER TO BE USED FOR ALL MEDIAN AND PARKWAY TREES REFER TO DETAIL A , SHEET P·6 NOTE, EXISTING IRRIGATION INSTALLED FOR SAN JOAQUIN HILLS ROAD IN ALL MEDIAN, PARKWAY AND SLOPE AREAS BY O.C.E.M.A. PER PLAN NO. LS 88·114D. EXISTING HYDROSEED REMOVAL & ABATEMENT FOR LOTS 38 & 9 SLOPES I. CONTRACTOR SHALL TURN OFF EXISTING AUTOMATIC IRRIGAITON CONTROLLERS. EXISTING HYDROSEEDED GROUND COVER AND WEEDS SHALL BE KILLED BY SPRAYING WITH A NON·SELECTIVE CONTACT HERBICIDE AND WAITING A PERIOD PER MANUFACTURERS RECOMMENDATIONS. CLEAR AND GRUB SLOPE TO FINISH e • GRADE AND REMOVE FROM THE SITE. DISPOSE OF DEBRIS AT A LEGAL DUMP SITE. 2. FERTILIZE ALL IRRIGATED PLANTING AREAS WITH UREA 35·0·0 COMMERCIAL FERTILIZER AT THE RATE OF 1/,lb. PER 1000 SQUARE FEET. 3. IRRIGATE PLANTING AREAS THOROUGHLY DAILY FOR A PERIOD OF THREE (3! CONSECUTIVE WEEKS (21 DAYS!. DO NOT ALLOW RUNOFF OF IRRIGATION. 4. DISCONTINUE WATERING PROCESS FOR TWO C2l DAYS. APPLY A NON·SELECTIVE HERBCCIDE. ALLOW A MINIMUM OF FOUR (4! DAYS WITHOUT CRRIGATION FOR EFFECTIVE FINAL PLANT KILL. 5. CLEAR AND. REMOVE ALL PLANTS FROM IRRIGATED AREAS FOLLOWING FOUR DAY CONTACT KILL AND DISPOSE OF DEBRIS OFF SITE. 6. ALLOW FOR REPEATING STEPS TWO THROUGH FIVE, TWO MORE TIMES (AS DETERMINED BY C.C.B, AND LANDSCAPE ARCHITECT!. 7. FOR NEWLY GRADED AND IRRIGATED AREAS REFER TO PLANTING SPECIFICATIONS FOR WEED ABATEMENT PROCEDURE. * *'-/ * '---'-5__, * * * A-++-21 * • LEGEND SYMBOL ABBREVIATION BOTANICAi NAME TREES 0 EUC CIT EUCALYPTUS CITRID□DRA 0 EUC LEH EUCALYPTUS LEHMAN 11 0 EUC RUD EUCALYPTUS RUD IS .0,. PIN ELD PINUS ELDARlCA 0 PIN HAL PINUS HALEPENS[S 0 PCN PCN PCNUS PINEA 0 TRI CON TRISTANIA CONFERTA SHRUBS 11 I I I i MEL NES MELALEUCA NESOPH ( LA ~ CAR MAC CARISSA M, 'GREEN CARPET' I II 11 Ill Pc T TOB P ITTOSPORUM TDB IRA KXXXl CAR TUT CARISSA G. 'TUTTLE(' TURF I·.':· :1 MARATHON 11 MAR0 ATHON FESCUE GROUND COVER 0 0 COMMON NAME LEMON SCENTED GUM BUSHY YATE DESERT GUM MONDELL PI NE ALEPPO PINE ITALIAN STONE PCNE BRISBANE BOX PINK MELALEUCA NATAL PLUM MOCK ORANGE NATAL PLUM MARATHON Cl • N l -------------0.. -----* ---------------------· SIZE 15 GAL 5 GAL 15 GAL 5 GAL 24 "BOX 24 "BOX 72 "BOX GO"BOX 24 "BOX 5 GAL 1 GAL 5 GAL 5 GAL s □o * • * 0 ·_i • EXISTING PARKWAY PLANTING-- PROTECT-IN-PLACE EXISTING PARKWAY PLANTING -- PROTECT-IN-PLACE TOP OF SLOPE-~ G.C. FLATS LON JAP 12" o.c. e • 8 ' ' ' I I 1 2 24 "BOX 136 5 GAL I I ' ' • PIN ELD 20' o.c: PIT TOB 4' o.c. 1- w.J w.J ::c V> w.J w.J V> 0 I.Cl + 0 01 ..- • <( I- C/) uJ z '"'"' _j :c (_) I- <( :::E •· CALIFORNIA PACIFIC HOMES LOT 11 SPACjNG 15' o.c. 20' o.c. 20' o.c. 15' o.c. 20' o.c. 20' O. C 20' o.c. 20' o.c. ' 15' o.c. 8' o.c. 2' o.c. 4' 0, C, 3' □. C. REMARKS TOPS OF SLOPE SLOPES STREET TREES SLOPES SLOPE SLOPES ONLY ALL OTHER AREAS MAJOR CORNERS G! COMMUNITY ENTR[ES PARKWAY· SLOPES WALL TR[ANGULAR SPACING MAJOR CORNERS t! CDMMUNIT'l' ENTRIES, IAIHOR CORNERS ti COMIAUNITY ENTRIES, IAEO]ANS. PARKWAY LQT 1 A E P·S P-1 NEWPORT RIDGE DRIVE 'LOOP' RIDGECREST PARK SCALE: SHEET KEY NO SCALE 111! \ .,1 LON JAP LDNICERA J. 'HALLERIANA' HALL'S HONEYSUCKLE FLATTEO/ROOTED12" Q.C. CUTTINGS SLOPES TRIANGULAR SPACING I\"' :1 MY□ PAC MYOPORUM 'PACIFICUM' MYDPORUM 1 OAL 4' 0,C TRIANGULAR SPACING VINES BOSTON IVY 1 GAL 20' O,C, ATTACHED TO WALL NORTH Re,"::,;,"'icn'------,,.a,__ ~0•1~• __ PREPARED FOR: COAST AL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE • NEWPORT. BEACH, CALIFORNIA 92660 w C) 0 0:::: l-'- C) z ~ 0... <( u (f) 0 ~ _j 0:::: 0., 0 3: I-Q_ w (f) <( I 0... s w z 0 C L 0 en 4- -L •- • Q)- "O 0 _. '.j u m >,.C ~o ·c O :::, Q) Em E+ OL Uo O CL ~:;: en ID Oz 0 u .. .... 0 "O Q) .... 0 Cl. Q) .... [L AN JOAQUIN HILLS ROAD PLANTING PLAN STA, 184 + 00 -190 + 50 PERMIT NO. JobNo. 92-509 Staff "'""'""''''--'-'R". H'""". V.,_,_. __ ,,,,,,,,_, ___ _ Sheet P-1 Ol 20 V PAR TRI PARTHENOCISSUS TRICUSPIOATA L-.SwH(l~4_j .. ,-- ' " ' ' : . ' ' • . 1:<J -~~~.c.···..c": ....... -'-'-'""-~-''-'---""'-'~~.;_"--"'<;,;J .. · .. ~<·, ... :: -.'-~~:-: ,;:.:. .. ,..-o:_, ... -"-~· ~, .. , c..·· -..cc···.,;.;,·-·cc·-""'~-... ~·..,__.:,;.....:.....;,._,·_~-,c.CC...:..'-'--~~~---·~:_· ·-........... --·--··~_._.:_.:..:._.:~-_.-. ,._ ' ' • LEGEND -------- * t::. * * * * * -I 0... I- u.l u.J :c IRVINE APARTMENT COMMUNITIES LOT 9 8 EUC CIT 15 GAL 1 5 I 0. C. 5 PIN HAL 24 11 BOX 20' o.c. 12 TRI 24" BOX 1 5 I * ~--t::. * 20 * * .-· ------ * * * * * • ,,g, EXISTING PARKWAY PLANTING---' PROTECT~!N~PLACE CON o.c. -----------. * * • 79 1 GAL 42 5 GAL 1 5 5 GAL ---· • e * MYO PAC 4' o.c. MEL NES 8 1 o.c. · EUC LEH 20' o.c. 0 0 G.C. FLATS 6 72 11 BOX 60 11 BOX 420 5 GAL * • LON JAP 1 2 I PIN PIN 20' o.c. PIT TOB 4' o.c. 0 B NOTE, CONTRACTOR TO PROVIDE LOCATION STAKING OF PINUS PINEA AT LOT 9 CORNER FOR COASTAL COMMUNITY BUILDERS APPROVAL. WORK B wl (..'.) 0 1-i 0:: I- 0:: 0 0.. 3: w z 230 IMI / 0 'i' " c-- LINE I- V) <:( w w > 1-i 0:: 0 V) u.J SAN JOAQUIN HILLS ROAD uJ 1/) 0 U1 + 0 191 +-00 J_ L---- 0, ..,- • 4. I- VI ul z ....... .-1 ' I I I I ' I ' ' ' • TOP OF SLOPE---' 192+00 EXISTING PARKWAY PLANTING-~ PROTECT-IN-PLACE 190 28 PIN ELD 24 11 BOX 20' o.c. CALIFORNIA LOT 193+-00 B 51 CAR TUT 5 GAL 3' o.c. PACIFIC HOMES 11 ' I I I I I ' j 194+00 MATCH ~ 0:: <( ut---,Q-. Q_ . . . . . . w (..'.) 0 0 'i' "' 0 <( 0 0::: . . . • • .. . : ..... : /.---;o:::~--tt-"""'---< 8 r-----.. L·. . . 19S+oo . STA. 76 + 15 SEE SHEET P-3 SYMBOL ABBREVIATION 6 □LM:HCM ~AME COMMON NAME SJZE SPACING REMARKS· IQ Ty ~ QUANT I TY OF PLANTS FDR EACH AREA IBEES 0 EUC CIT EUCALYPTUS CITRI □OORA LEMON SCENTED GUM 0 EUC LEH EUCALYPTUS LEHMAN!! BUSHY YATE 0 EUC RUD EUCALYPTUS RUDIS DESERT GUM @ PIN ELD PINUS ELDARJCA MONDELL PINE ¢-P[N HAL PJNUS HALEPENSIS ALEPPO PINE 0 p[N PIN PINUS PJNEA ITALIAN STONE PINE 0 TRI CON TRISTANIA CONFERTA BRISBANE BOX SHRUBS 11 I I I ! MEL NES MELALEUCA NESOPHILA PINK MELALEUCA ~CAR MAC CAR I SSA M, 'GREEN CARPET' NATAL PLUM I 11 II Ill PIT TDB PI TTOSPORUM TOB IRA MOCK ORANGE KXXXJ CAR TUT CARISSA G, 'TUTTLE I' NATAL PLUM TURF I•.·:• ;I MARATHON [ [ MARATHON FESCUE MARATHON II GROUND COVER I t ",; !le I LON JAP LONICERA J, 'HALLER IANA' HALL'S HONEYSUCKLE I**** .t I MYD PAC MYOPORUM 'PACIFICUM 1 MYOPORUM VINES .. PAR TR[ PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 15 GAL 15' o.c. 5 GAL 20' o.c. 15 GAL 20' o.c. 5 GAL 15' o.c. 24 "BOX 20' o.c. 24 11eox 20' o.c 20' o.c. 72HBDX 20' o.c. 60"BOX 24 "BOX 15' o.c. 5 GAL B' o. c. 1 GAL 2' o.c. 5 GAL 4' 0, c. 5 GAL 3' o.c. SOD flATTEO/ROOTE012" 0, C, CUTTINGS 1 GAL 4' o.c 1 GAL 20' o.c. TOPS OF SLOPE ? SLOPES STREET TREES @@ P-6 SLOPES SLOPE @ SLOPES ONLY 1 ALL OTHER AREAS MAJOR CORNERS@ ® COMMUNITY ENTRIES PARKWAY @ SLOPES (E\ \!._-:,) WALL TRIANGULAR SPACING MAJOR CORt~ERS Ci COMMUNITY --ENTRIES. @ t.llNOR CORNERS 0 COMMUN I TY ENTRIES, MEDIANS. PARKWAY SLOPES TRIANGULAR SPACING . TRIANGULAR SPACING ATTACHEO TD WALL ® ROOT BARRIER NOTE: ROOT BARRIER TO BE USED FOR ALL MEDIAN AND PARKWAY TREES REFER TO DETAIL A , SHEET P-6 NOTE: EXISTING IRR[GAT!ON INSTALLED FOR SAN JOAQUIN HILLS ROAD IN ALL PARKWAY AND SLOPE AREAS BY O.C;E.M.A. PER PLAN NO. LS BB-114D. EXISTING HYDROSEED REMOVAL & ABATEMENT FOR LOTS 38 & 9 SLOPES MEDIAN, I. CONTRACTOR SHALL TURN OFF EXISTING AUTOMATIC !RRIGAITON CONTROLLERS. EXISTING HYDROSEEDED GROUND COVER AND WEEDS SHALL BE KILLED BY SPRAYING WITH A NON-SELECTIVE CONTACT HERBICIDE AND WAITING A PERIOD PER MANUFACTURERS RECOMMENDATIONS. CLEAR AND GRUB SLOPE TO FINISH GRADE AND REMOVE FROM THE SITE. DISPOSE OF DEBRIS AT A LEGAL DUMP SITE. 2. FERTILIZE ALL IRRIGATED PLANTING AREAS WITH· UREA 35-0-0 COMMERCIAL FERTILIZER AT THE RATE OF \/,lb. PER 1000 SQUARE FEET. 3, IRRIGATE PLANTING AREAS THOROUGHLY DAILY FOR A PERIOD OF THREE C3) CONSECUTIVE WEEKS C21 DAYS). DO NOT ALLOW RUNOFF OF IRRIGATION. 4. DISCONTINUE WATERING PROCESS FOR TWO C2l DAYS, APPLY A NON-SELECTIVE HERBICIDE. ALLOW A MINIMUM OF FOUR C4) DAYS W[THOUT IRRIGATION FOR EFFECTIVE FINAL PLANT KILL. 5. CLEAR AND REMOVE ALL PLANTS FROM IRRIGATED AREAS FOLLOWING FOUR DAY CONTACT KILL AND DISPOSE OF DEBRIS OFF SITE. 6. ALLOW FOR REPEATING STEPS TWO THROUGH FIVE, TWO MORE TIMES <AS DETERMINED BY C,C.B. AND LANDSCAPE ARCHITECT>. 7. FDR NEWLY GRADED AND IRRIGATED AREAS REFER TO PLANTING. SPECIFICATIONS FOR WEED ABATEMENT PROCEDURE, ' • '\ SOD 2 1 GAL 100 1 GAL PAR TRI 20 I o.c. CAR MAC 4' o.c. LOCAL PARK LOT 10 HYDROSEED NOTE I. FOLLOWING COMPLETION AND APPROVAL BY OWNER OF ALL CONTAINER Pl.ANTING CTREES, SHRUBS, ETC.) WATER ALL IRRIGATED PLANTING AREAS THOROUGHLY FOR THREE C3lCONSECUTIVE DAYS OR AS NECESSARY TD SATURATE UPPER LAYERS OF SOIL PRIOR TO HYDROSEEDING OPERATION. DO NOT ALLOW RUNOFF OF IRRIGATION. 2, ALLOW PLANTING AREA SOIL SURFACE TO DRY OUT FOR ONE Cl) DAY PRIOR TO THE HYDROSEEDING APPLICATION. EXCERCISE CARE TO NOT ALLOW THE SOIL SURFACE TO BE SATURATED PRIOR TO THE HYDROSEEDING lNSTALLATlON. THERE SHALL BE SOME RESIDUAL MOISTURE WITHIN THE FIRST ¼" OF THE SOIL SURFACE. REFER TO SPECIFICATIONS FOR. FURTHER INFORMATlON. 3, APPLY THE FOLLOWING MIX TO ALL SLOPE SHRUB AND GROUND COVER AREAS, HYDROSEED MIX 3 LBS./ ACRE GAZANIA 'PIXIE' CWHITEl 6 LBS./ ACRE ALYSSUM 'VIOLET QUEEN' CPURPLEl . B LBS./ ACRE ALYSSUM. 'CARPET OF SNOW' CWHITEl 10D LBS./ ACRE ECOLOGY • CONTROLS M-BINDER 100 LBS./ ACRE HY-GRO U.F. 38-0-0 2,0DD LBS./ ACRE FIBER PRO WOOD MULCH 4. IMMEDIATELY FOLLOWING HYDROSEEDING WASH PLANTS WITH IRRIGATION BRIEFLY. COMMENCE WITH IRRIGATION ON A DAILY BASIS ON THE FIRST DAY FOLLOWING HYDROSEEDING; REFER TO THE SPECIFICATIONS FOR FURTHER INFORMATION. 5. DD NOT APPLY HYDROSEED MIX IN MEDIAN AND PARKWAY AREAS. MARATHON II FUTURE COMMERCIAL LOT 12 SITE NEWPORT RIDGE DRIVE 'LOOP' CRESTR I DGE PARK SCALE= NEWPORT RIDGE -·--·\_" DRIVE EAST -~ ·-= I SHEET KEY ND SCALE 111 • 20' L A N D S C A P E A R C H I T E C T U R E ERIKSSON·PETERS·THOMS o 1214 Eo,t Cre,n Slue\, Pc,g(long, Ca5forf1'Q 91Kl6 Telephc~~ (618)795·200B 121J)6!ll·J406 FM. IB1Bl795·2547 o 27~61 Calta /vrayr:i. Sen Juen Cc;ii!lrcnc, CA 92675 Telephani <714)661·7127 FAX <714)248•2599 Revi!icn ,, Dcte I PREPARED FOR: COAST AL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 - 0 ·- C L C) 0 (/) 4-z L•- Q) ---c:, 0 w 0.. :=u <( :, OJ • c...'.) u >,£ +-' 0 0 (/) ·co 0 :, Q) -Eco ~ z E +-<( OL _J Uo -Q_ I-,83 0 rn Cl ~ Oz 0 3;'; u 0 f-. . L Q_ 0 -s w -c:, (/) Q) L w <( 0 0.. I Q) z L 0.. CL r ~o UJU -z SAN JOAQUIN HILLS ROAD PLANTING PLAN STA. 190 + 50 -195 + 00 PERMIT NO .. Job Ho. 92-509 ''""" Staff P-2 01 20 Sheeb -'•"-•, . . • ' •. --·-· ·_. __ -h -,:l,--~ '---• ~-. ~ -~·-·-. ·---···'' __ .,._, ,. -·-""··--~---".· , •. _.,, .. ,-... , .. ·---------~--·~----,--··•-•·-•a, .. -,----~_ .. ,. ___ ._,_. ___ ', __ ... , •. _ •-~•'-'<--~--•-------...........-.-:·~-•-~----............... -~---'-·----.....:~~-·-·•_;___;~--··---•~"--~~~-·· __ ..... ~a-~·~...:-~~-~"-'~~:.:..;_~i.,__~~~'"-'~-.. -~. =-· _-~-· --·-. ---·=-'~,·-...,,.==:......~: _-""/·:"'· -i.:~-· ,........c"-,....,'-'.C..-'"'--. ---~---•"":.;;.:;·};..".·.:=~,;·..,~'.-.,.·.'~_ "". -···ec· .c.'· ·,.:· .. ~~,._.~-:._.,c·· .. c..·: .. ~.· ===~,e..,.;. • ....i,.,-"'""~· -'"_;_•· :...· -""'...C.c..._~.-~"'"--~~""-----cc...-- . . .-' ---~---~~-----'-··--·a~-----'··---~.,~.,-~~·~~,~~----: .. ~-:-~-~<~~-.....-.:...,. ____ • ___ ,_a.::,.,.:.:._~.;,~_;;___. ~· .ce·-· -. ..:~ce-''-'-""'-'-~· . ..........:...,..-...:.,.;.;....,;,.,;__--"_'••· ·~' ""-'=-,======= ..... .c":.,-.,__ ' ' f." I i f ' • ' f. ' ' I I * VJ ~ (3/ (:)~ I ':) Cle, ;f ~ . \ I I ;" "- ,>6 )( . ; .Q . 270 CAR TUT 5 GAL 3 I o.c. SOD MARATHON II • I QTY~ QUANTITY OF PLANTS FOR EACH AREA LEGEND ROOT BARRIER NOTE: SYMBOL ABBREVIATION BOTANICAi NAME ROOT BARRIER TD BE USED FOR ALL MEDIAN AND PARKWAY TREES REFER TO TREES DETAIL A , SHEET P-6 SIGHT LINE NOTE: MEDIAN TREES !N SIGHT LINE AREAS ALONG RIDGE PARK ROAD AND ADJUSTED !N THE FIELD BY, THE COUNTY OF ORANGE, 8 A TO BE REVIEWED 0 EUC CIT 0 EUC LEH 0 EUC RUD 0, PIN ELD ¢ PIN HAL 0 PIN PIN 0 TRI CON SHRUBS IIIIIIMEL NES E00J CAR MAC 111 II Ill PIT, 'TOB KXXXl CAR TUT TURF EUCALYPTUS CITRIDDORA EUCALYPTUS LEHMANll EUCALYPTUS RUDIS PINUS ELDARJCA PINUS HALEPENS!S PINUS PINEA TRISTANIA CONFERTA MELALEUCA NES□PHILA CARISSA M, 1 GREEN CARPET' PITTOSP □RUM TOBIRA CARISSA G,-'TUTTLE!' I·.-:· :1 MARATHON II MARATHON FESCUE GROUND -COVER 1 ~ ~ ~1 LON JAP LONJCERA J, 'HALLERIANA' I~#' ti MYO PAC MYOPORUM 'PACIFICUM' VINES PAR TRI PARTHENOCISSUS TRICLJSPIDATA -EXISTING.SIDEWALK (TYP, l COMMON NAME LEMON SCENTED GUM BUSHY YATE DESERT GUM MONDELL PINE ALEPPO PINE ITALIAN STONE PINE BRISBANE BOX PINK MELALEUCA NATAL PLUM • MOCK ORANGE NATAL PLUM MARATHON II SJZE 15 GAL 5 GAL 15 GAL 5 GAL 24"BOX 72"BOX 60"BOX 24"BOX 5 GAL 1 GAL 5 GAL 5 GAL S00 SPACING 15 1 o.c. 20' o.c. 20' o. c. 15' o.c. 201 0, C. 20 1 o.c 20' o.c. 20' o.c, 15' o.c. a' o.c. 2' o.c. 4' o.c . 3' o.c. Rl:.MARKS TOPS OF SLOPE SLOPES STREET TREES SLOPES SLOPE SLOPES ONLY ALL OTHER AREAS MAJOR CORNERS m COMMUNITY ENTRIES PARKWAY SLOPES WALL TRIANGULAR SPACING MAJOR CORNERS 91 COt,11,UN ITY ENTRIES, MINOR CORNEAS ct CO~N I T'1' ENTRIES, PARKWAY HALL'S H □ tiEYSUCKLE FLATTEO/ROOTED12" o.c.· SLOPES CUTTINGS TRIANGULAR SPACING MYOPORUM 1 GAL 4' Q,C TRIANGULAR SPACING BOSTON IVY .1 GAL 20' Q.C. ATTACHED TO WALL E P•6 ~-·.STREETLIGHT (TYP,) 8 . . . . . . SCAL.Et 111 • 20' ' ·. -.,. .' • I . -. . -. . . . FIRE HYDRANT (TYP. )----, . . . . .. . . . . - 0 -r- -. . . . . . _. 0: . . . . ' ' .·a. ·-o. . . . . . • + "3'" ...... I co 0.. • I-<( I-w 1/) w I V) BU I LDER ENTRY w z w 8 -50' . o· -. . _J I u I- <( :::::E w V) NEWPORT RlDGE DRlVE 'LOOP' ~-CRESTR(DGE PARK P-3 SHEET KEY NO SCALE LANDSCAPE ARCHITECTURE ERIKSSON·PETERS·THOMS' • 1214 Ea~t Green Street, P11sod~n0. Ccilcrnia 91106 Teleph11ne C818l795•2008 12\3)651·3408 FAY. !818)795·2547 • 2H61 Colle Nroir,, Sen Juen Capi1trono, CA 92675 Telepticne (714)661·7127 FAX 1714l248·2599 Revision ' ,, "'' I PREPARED FOR• COAST AL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, ,CALIFORNIA 92660 ('.) ti)' 0 z LC t!) L -cJ 0 0.... ,--="-1---w ::I :.::: <( OJ 0 ('.) u u >, - (/) .;:::'....C 0 C 0 0 ::, 0 -E "' et:: z Em <( a+' u~ _J -o. I-.8 3' ti) t!) et:: 0 oz 0 3 u 0 r-.. L CL 0 - 5 w cJ (/) (I) L w <( 0 0. :r: t!) z L 0.... Q_ (§ff;;!;;: \Q'i~ RIDGE PARK ROAD PLANT I NG PLAN STA. 76 + 15 -81 + 70 PERMIT NO. II Job No. 92-509 Drown Slaff Checked R.H. V. DolG P-3 01 20 • .. . . + -l 0 , . IO I y '"" QUANT 1 TY OF PLANTS FDR EACH AREA .. ROOT BARRIER NOTE: ROOT BARRIER TO BE USED FOR ALL MEDIAN AND PARKWAY TREES REFER TO DETAIL A , SHEET P·6 '! '· SIGHT LINE NOTE: MEDIAN TREES IN SIGHT LINE AREAS ALONG RIDGE PARK ROAD TO BE REVIEWED AND ADJUSTED IN THE FIELD BY THE COUNTY OF ORANGE. • EXISTING WALK (TYP.) Fl RE DEPT. SIGNAL ( TYP. > --,-----.. STREET LIGHT ( TYP. ) ,O ... . . . . . . , . . . . . . ·o· . . 92 ' ' ' \ ' ' ' . , ·.CJ. • ' \ \ \ ' ' ' ' ' ' \ \ LEGEND SYMBOL ASBRS:V!ATION B□IA~ICAL tMME IBEli 0 EUC CIT EUCALYPTUS CITRIODORA 0 EUC LEH EUCALYPTUS LEHMANJI . ·--.. 0 EUC RUD EUCALYPTUS RUDIS ~ PIN ELD PINUS ELDAAICA ¢-PIN HAL PINUS HALEPENSIS 0 PIN PIN PJNUS PINEA 0 TRI CON TRISTANIA C □NFERTA SHRUBS !lll!!MEL NES MELALEUCA NES□PHILA F=0-nl CAR MAC CARISSA M, 'GREEN CARPET' I 11 II Ill p IT TOB PITTOSP□RUM T□BIRA KXXXJ CAR TUT CARISSA G. 'TUTTLE!' TURF I· • , . • • :1MARATHON II MARATHON FESCUE GBQ!.!NQ ~OVEB 1. \ .,I LON JAP LONICERA J. 'HALLERIANA' 1"'1"/' :1 MYO PAC MYOPORUM 'PACIFICUM' VINES • PAR TRI PARTHENOC!SSUS TR[CUSP[DATA . . . ~'t- , ~~- () COMMON NAM£ :i[Z:E 5PA~U!:0: REMARKS LEUON SCENTEO OUM 15 GAL 15' o.c. TOPS OF SLOPE ~ BUSHY YATE 5 GAL 20' o.c. SLOPES @@ DESERT GUM 15 GAL 20' □, c. STREET TREES 5 GAL 15' o.c. SLOPES MONDELL P[NE 21!"60X 20' o.c. SLOPE @ ALEPPO PINE 24.,BOX 20' o,c SLOPES ONLY 1 20' o.c, ALL OTHER AREAS ITALIAN STONE 72NBDX 20' o. c. MAJOR CORNERS I! @ fllNE 60"BOX COMMUNITY ENTRIES BRISBANE BOX 211"BOX 15' □.c. PARKWAY @ 8' ' PINK MELALEUCA 5 GAL □.c. NATAL PLUM 1 GAL 2' a.c. WALL TRIANGULAR SPACING • MOCK ORANGE • 5 GAL '' o. c. UI..JCR CORIIERS "COIM.INIT'I' ENTRIES, @ NATAL PLUM S GAL ,, o. c. MlHOfl COOIIERS IIICOl,U/NITT EIITRIES, MARATHON t I ,oo -PARKWAY HALL'S HONEYSUCKLE FLATTEO/RCCTEC12" 0. C, ctJTTlNOS SLOPES TRIANGULAR SPACING MYOPORUM 1 CAL 4' o. C TRIANGULAR SPACING BOSTON (VY 1 CAL 2 □' o.c. ATTACHED TO WALL FIRE HYDRANT (TYP, )--, ~S) <) . ' ' ' ' ' , , . ' ' '\, (::, ' ' /. ' ' • ' ;;,· . . . . . . 58 15 GAL 267 5 GAL SOD SCALE• 1" -20' NORTH ! EUC RUD 20' o. c. CAR TUT 3' o.c. MARATHON II • \ () 1-')✓ \ ~ NEWPORT RIDGE DRIVE 'LOOP' ~-CRESTRIDGE PARK P-4 SHEET KEY ~l□ SCALE LANDSCAPE ARCHITECTURE ERIKSSON·PETERS·THOMS • 1214 [cr;t Gteen Street Pasodeno, CaUorrJo 91106 Telephone (8\81795·2006 (21Jl6B1·J406 fAX (B161795•2547 . o 27461 Cd!G Nroyo, Sea, Juan Copi~lrono, CA 92675 Te!ephonn (714)661·7127 FAX 17141248·2599 Ruision By Oo!e PREP AREO FOR: COAST AL COMMUNITY BUILDERS • 550 NEWPORT CENTER DRIVE NEWPORT. BEACH, CALIFORNIA 92660 C) 0 u, __ z L C: Cl) L -,:; 0 0... ==-w ::I :..= <( [DO c...?. 0 u >, • ..., .c: 0 (f) ·cu 0 ::, 0 E QJ 0::: z Em <( o..., u ii _J -0. I-.8 :;,: 0 Cl) Q) 0::: oz 0 3: u 0 I-.. .... Q_ 0 4- s w ,:; (f) Q) .... w <( 0 0. I Q) z L 0... a.. RIDGE PARK ROAD PLANTING PLAN STA, 81 + 70 -88 + 62 PERMIT NO. Job No. 92-509 Oro•n Stoff Checked R.H.V. Oote She el P-4 Of 20 Sheebi ' -.• ~ ' . , -' ,· ,, '' ... ~~, ;, -:";,;;;2-;;c,L-.~,L;~"'·. =c..;.~•~-' ·_.,'"_;;;.:;,~-:,"',;·~;.;' :.;.•.,,.,,.::...:. t .• f,_ ' , PLANTING SPECiflCAJIQNS LOO GENERAL 1.01 SCOPE OF WORK ' ~o~tractor to lurnish all labor and materials required to execute this work as indicated on the drawings, as specified and as necessary to complete the contract, including but not limlted to these major items, A. Provide impon soil as needed and finish grading of all areas to plus two percont ( +2%) minimum fall. B. Supply and installation al all specilied soil preparation, C. Supply· and inslallation al all trees including backfill and the installation of stakes and guy wires. D. Supply and installation al all trees. shrubs, vines, ground cover and hydroseed. E. Use al the irrigation system during the main1enance period. F. Clean up of all work areas at conclusion of contract. G. Maintenance period of 90 days. H. Guarantee of all plant materials and workmanship for a period ol one (1) year. 1.02 _ QUALITY ASSURANCE A. Qualifications of Workmen Provide at least one English speaking person who shall be present at all times during execution of this portion of work and who shall be thoroughly familiar with the type of materials being installed and the best methods for their installation and who shall direcl all work performed under this section. B. Standards .Plant materials indicated on the drawings and herein specified shall Conform to the following: 1. Plant names shall conform to "Standard Plant Names" established by the American Joint Committee on Horticulture. Names not covered by this standard shall be named in accordance with the established custom of the nursery. 2. Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or their eggs and shall have healthy normal root system, well filling their containers but not to the point of •being rool bound, Plants shall not be· pruned prior to delivery, excepts as autho_rized by The Irvine Company of their designated representative. In no case shall Imes be topped before • delivery_. ' • • 3. • The hE!ight and spread of all plant material shall be measurnd with branches in their normal position. The caliper of all trees shall_be measured four feet (4'-0") above the surface of the ground. Caliper or .other dimensions of any plant·m8.teria1_s shall be normal for stock type listed. • 4. Sizes of plants.shall be as slated_on the drawings, container slack {l- gallon, 5-gallon and 15-gallon) shall have ~een grown in:containers for • at _least one (1) year, but not over two (2) years 1.03 SUBMITTALS A. Materials • Within seven (7) days after award of ·contract-and before· any planting -materials are delive"red to the job site, su_bmit _to The -_Irvine· Company a complete_ list of all °plants aiid other items proposed to be installed. _ 1. Include ~Ompleie data on sOUrce, _size and-q~al1tity. 2. This ~hall .in-n□-w~y be construed,'a~ p~rmitlirig sllbstitutio~ fo"r specific. items described in the drawing$ Or these specifications unless-the substitution has been approved iri advance by The Irvine Company of th€ir d_esignated representative. • 8. Certificates 1. All certificates.require·d by iaw sha!! accompany shiPmerits a·nd·shall include the following: • a. a·~a/ity and quantity of seed and hydrO_mu_lch. b. Quantity. Of ·all other soil amendments cc1!1od -for by plans and specifications. c. I~ addition.to any Other certiliC:ates specified,-furnish a Certificate with each delivery of-bulk materials stating the sour_ce, quantity _and type of inaterial and th8t the material conforms to the specification's requirements_. • 2. The Contractor shall carefully and continuously protect all areas included in -the contract until acceptance of the work by The lrvirie Company. 1.04 . PRODUCT HANDLING A. Delivery and Storage 1. Submit samples of all soil amendments, seed and Plants for inspection and st□-re on the site··until furnishing of materials is completed. Delivery may begin upon approval of samples or as directed by The Irvine· Coriipany. 2. Deliver all items to the site in their original containers with all labels intact and legible at time of The Irvine Company's inspection. 3. Immediately remove from the site all plants which are not true to name and all materials which do not comply with the provisions of this ·section. 4. Use all ·means necessary to protect plant materials before, during, and after installation and to protect the installed work and.materials of all other trades. B. RE!placements In the event of damage or rejection, immediately make all repairs and replacements necessary to the approval of The Irvine Company at no additional cost. 1.05 INSPECTION A. All inspections herein specified shall be made by The Irvine Company. The Contractor shall request inspection at least two (2) working days in advance of the time inspection is required. B. Inspection will be required for the following parts of the work: 1. During the preliminary fine finish grading and soil preparation. 2, When fine finish grading and soil preparation are completed. 3. Plants after delivery to site (prior to planting), when shrubs and trees are spotted for planting, but before planting holes are excavated. 4. Specimen trees at source before delivery. 5. Planting areas prior to planting. 6, All landscape construction items, prior to the start of the maintenance period. 7. Final inspection at the end of the maintenance period, provided that all previous deficiencies have been corrected. , 2,00 PRODUCTS 2.01 FERTILIZER A. General \ All fertilizer shall be as specified in the Soil Amendments Section, delivered to the site In bags labeled with the manufacturer's guaranteed analysis. B, Special Protection II stored at the site, prolect fertilizer lrom the elements at all times. 2.02 • SOIL AMENDMENT TH_OROUGHLY rototill a minimum of two (2) directions the following amendments into the top six (6) Inches of soil lo all areas less than three to one (3:1) in slope: AMOUNT PER J ooo so, EL 4 cu.yds, 200 lbs. 15 lbs, 2.03 IMPORT SOIL nitrogen stabilized organic amendment derived from redwood, fir or cedar sawdust agricultural gypsum 16·20·0 ammonium phosphate A. The import soil for surface fill in areas to be landscaped should meet the following specifications: 1, Silt plus clay content of the import soil shall not exceed 35 percent-by weight with a minimum 95 percent passing the two (2.0) millime1er sieve. 2. • The sodiurii absorption ratio (SAR) shalt not exceed six (6). 3. The electrical conductivity (£Ce} shall not exceed three (3.0) millimhos per centimeter at 25 degrees centigrade, 4. The boron content shall be no greater than one (1} ppm as measured on the saturation extract. 8. In order to ensure conformance, sarnp!es of the import soil should be submitted to The Irvine Company for analysis prior to and following backfilling. 2.04 TREE STAKES Unless otherwise indicated on the drawings, all tree stakes shall be straight grained lodge pole pine free from knots, checks, splints or disfigurements. Size and l_ocation to be as spe_cified on the drawings. 2.05 CONTA_INER PLANT MATERIALS Au Plants and 'planting materials shall be as in.dicated on the drawi~gs and subject to final approval by The Irvine Company. 2.05 HYDROSEED A. Seed shall _be fresh, clean, pure new crop seed, mechanically pre-mixed to proportions specified on the drawings and delivered in original, u·nopened containe,s·beciring the dealers guaranteed analysis,· germination percentage aiid certificate of_release by a County agriculture commissioner. _ _ B. The hydroseed materials shalt be of such a character that when dispersed in a uniform slur,y shall form an absorbent porous mat. C. Water shall be fre~h. free of impurities, excess chlorine and salts. D. Fiber shall be clean, weed-free mulch of wood cellulose containing no germination o_r growth-inhibiting factors, by Central Fiber Corp., Wellsville, Kansas, or approved equal. Fiber shall contain a harmless, temporary green dye. . _ _ E. Org_anic stabilizer shall be Ecology Controls M-binder, or appr·oved equal. 2.07 OTHER MATERIALS All other mate.rials, not specifically described but required for a colTiplete and proper planting _installation, shall be as selected by the Contractor subject to approval by The Irvine Company. 3.00 EXECUTION • 3.01 SURFACE CONDITIONS A. lnspectiOn 1. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and_ quantities showri on the drawings. 2. Prior to all _wOrk of this section, carefully inspect tht3 installed work of all • other trades and verify that all such work i_s complete to th9 point where this installation may properly c·ommence. 3. Verify_that planting m8.y be complet8d in accordance with the or_iginal design and the feferenced standards. • 4. All work in conjunction with sprinkler systems installation must be complete.d, final grades established, the planting areas properly graded and prepared as herein specified, and the work approved by The Irvine Company prior to planting. B. Discrepancies 1. In the event of discrepancy, immediately notify The Irvine Company. 2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved to the satisfaction of The Irvine Company. 3.02 SOIL PREPARATION A. This work shall not commence until the agronomic soils test has been completed by The Irvine Company and planting is ready to proceed; should 30 calendar days elapse between completion of soil preparation and commencement of planting, all areas shall be prepared again. B. Moisture Content No soil preparation or work shall occur when the moisture content is so great that excessive compaction will occur, not when it is so dry that dust will form in the air or that clods will not break readily. Apply water, if necessaiy, to provide ideal moisture conlent for tilling and for planting as herein specified. C. Weed Abalement 1. If live perennial weeds exist on site at beginiiing of work, spray with a non• selective contact herbicide as recommended and applied by an approved licensed pest control adVisor and applicator. Leave sprayed plants intact for at least 15 days. Clean and remove these existing weeds by mowing or grubbing off all plant parts at least one-qllarter (114) inch below the surlace of the soil. • 2. Upon completion of irrigation system, begin weed abatement program by applying 200 pounds of a commercial fertilizer 21-0-0 per acre, per manufacture's instructions. 3. Water all areas four (4) times daily for 21 consecutive days and until weed seeds have germinated. Cease waterinq for three (3} days. Spray a non- selective contact herbicide to eradicate ttie germirlated weeds. Waiting period prior to clearing weeds shaU be seven (7) to ten (1 O) days or an approved alternate time period. 4. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a minimum depth of one-quart_er {1/4) inch below the surface of the soil. 5, If perennial weeds or grasses still exist, re-water four (4) times daily for • fourteen (14) consecutive days, until new growth appears. Re-apply herbicide. Remove weeds after seven (7) to ten ( l O} days or an approved alternate time period. , , -··. ---·' ·--~--_, ___ , •.. -·-·-. ··~--•-•"-'--· ....... , •. , ··~-.-·•··"· • -•~-· -· , .... ,, .. -.•• ··~·-··· ·-·-·~---·-···--·-~-··---··-~"•-'·· ., -..... , .. ~-""-~-. ~ ··---~--·-· --·~------•'••-··--____ .. ,_ .. ,. ·--··--~~·--·--. ~--_ ... -: --. ·-----~-·--.. --•-·· -· ---• _____ ...._,, ____ ,-. 3.03 FINISH GRADING • When preliminary grading, including weeding and fertilizing, has been completed and the soil has dried suf1iciently to be readily worked, grade all lawn and plantin9 areas to the elevations indicated on the drawings. Grades not otherwise indicated shall be uniform levels or slopes belween poinls where elevalions are given. Minor adiustment of finish grades shall be made at the direction of The Irvine Company, if required, Sl_~p~ soil areas to allow natural runoff of water, and direct surlace drainage as indicated on the drawings by remodeling surfaces to facilitate the natural runoff al water. Grade tow spots and pockets to drain ··--P!9P._9r.lY • . 3.04 PLANTING TREES,SHRUBS AND VINES A. GENERAL 1. Regularly water all nursery stock in containers and place them In a cool area protected from the sun and drying winds. 2, Position plants in plant locations indicated on drawings and secure approval from The lrvine Company before excavating pits, making necessary adju·s1ments as ifldicaled. • 3. Do not allow plants to dry out before or while being planted. Keep exposed roots moist by means of wet sawdust, peat moss, or burlap at all times during planting operations. Do no1 expose roots to the air except while beillg placed in the ground. Willed plants,' whether in place or not, will not be accepted and shall be replaced at the Contractor's expense, 4. Remove a!/ p!anls from their containers and sei so that wh"en settled,-they bear the same relation to the required grade as they bore to the natural grade before being transplanted. -Plant each plant in the center of the pit and backfill with prepared soil. Do not use soil in muddy condition for backfilling. Do not fill around trunks or stems. Cut off,all broken or frayed_ roots. 5, In the event that undergrOund construction work or obstructions a're encountered in the pla·nting operation, alternate locations for plant material will be selected by The Irvine COmpany. Operations shall be done at no extra cost. The Irvine Company must approve alternate localion prior to planting. B. Excavation The planting pits for trees, shrubs and vines shall be excavated lwice the-. . diameter and equal the depth of the rootball. Loosen compacted soil at sides. C. Planting 1. Fill holes with backfill mixture as specified below: BACKFILL: 6 parts by volunie on-site_ soil . 4 parts by volume nitrog·en stabilized organic amendment 1 lb .. 16-20-0 per cubic-yard of mix 5 lbs. agricultural gypsum per cubic yard of mix 2 lbs. Iron sulfate per cubic yard of mix • 2. Fill to proper height to receive the plant_ and thoroughly tamp the mixture before _setting the plant. 3, Set plant in upright position in the·center of the hole.and compact the backfill mixture around the ball or roots. • • 4. Tho"roughly water each plant when· the hole is twO-thirds {213) filled, 5. ·Plant tableis sha.11 be: pla.ced in· plant pit in ~ccordance with manufacturer's recommendations. 6. After water tamp,'the sOii in 'p!aca until the surface of the backlill is level· wi!h !he surrounding are·a and the crown of the plant is at the fini_shed ·grade of t_he surrounding area._· 7. Construct a firmlY comPacte.d m6u_nd of-soil around each tree (wat~ring -basin) and ·plant to forni a watering basin at the edge o_f. and following the shape· of the planting pit area. Mounds for trees from five. {5) gallon or_ larger contain9rs shall ~eat least four(~) inc.hes·high. Relill.~ny settlement within the basins·atter watenng with ~prepared soil and 3.dditional riftroQen stabilized sawdusi worked into the surtace to restore the mulched condition. _ 3.05 PLANTING GROUND COVER A. General 1. Regularly water all nursery stock in containers and place them in a cool are~ protected from the sun· and dryin~ winds. 2. Position p!a-ntS in plant locatiOns indicated oil draWings and secure approval before excavating Pits, making.necessary adjustments as indicated. 3. Do not 8.llow pl~nis to dry-at.it before or whi,le being planted, Keep exposed roots moist _by means of west sawdust, RBat moss, or_ burlap at all - times during planting operations. Do not expose roots to ~he air except while being place9 in the ground. Wilted plants, whether 1n place or not, will not be accepted and shall be replaced at the Contractor's expense. 4. Remove 8..11 plants from their containers and set so that when settled, they bear the same relation to the requir'ed grade as they bore to the natural • grade before being transplanted. Plant each plant in _the center of the pi! and backfill with prepared soil.. Do not use soil in muddy condition for - backfilling. -Do not fill around trunks or stems. Cut off all broken or frayed roots. 5. In the-event th~t underground constrUction work or obstrudions are encountered in the planting operation,-alternate locations for plant material will be selected by The Irvine Company. Operations shall be done at no extra cost. The Irvine Company must approve alternate location prior to plantinQ. B. Excavation 1. Pits for flat sized plants shall be at least six inches by six inches by six inches (6"x6"x6"}. Moisten ground cover areas prior to planting. Do not plant flatted p18.nt material in dry soil. 2. Flatt~d plants shall be well rooted with runners at le_ast four (4) inches b·ut not more than six (6) inches in length. 3.06 HYDROSEEDING 1, Mixing shall be performed in a tank, with a built-in continuous agitation and recirculation system, of sufficient operating capacity to produce a homogenous slury and discharge system which will apply the slurry to the designated areas at a continuous and uniform rate. 2. The slurry preparation shall take place at the project site and shall begin by adding water to the tank when the engine is at hall throttle. When the water level has reached the height of the agitator shaft, good rec!~cul~tion shall be established, and at this time the seed shall be added. ·Fert1hzat1on shall then be added followed by the wood cellulose fiber, when the tank is at least one- third (1/3) filled with water. Spraying shall comence immediately when the tank is full. 3. Contractor shall spray designated areas wilh the slurry in a sweeping motion, in an arched stream, until a uniform coat is achieved and the material is spread at the required rate per acre, 4, A slurry mixture shich has not been applied within four (4) hours after mixing shall be rejected and replaced at the Contractor's expense. 5, Costs incurred for repair or replacement al bare, sparse or d3maged areas shall be the responsibility ol l/1e Coniractor. 6. The following material should be added to the hydromulch formula: HYDROSEED AMMENDMENT PER AGRE: 300 lbs. 16·20·0 ammonium phosphate 300 lbs. ureaform 38-0-0 (with a minimum 26% water insoluble nitrogen BOO lbs. agricultural gypsum • 3.07 WATERING Trees, Shrubs, Vines and Ground Cover A. Immediately alter planting, apply water to each tree, shrub and vine by means of a hose. Apply water in a moderate stream in tl1e planting hole until the material about the roots is completely saturated from the bottom of the hole lo the top of the ground. • 8, Waier plants which cannot be watered efficiently with the existing water system by means ol a hose. C. Apply water in sufficient quantities, and as often as seasonal conditions require, and keep the ground wel at all times, well below the root system of grass and planting. Do not cause erosion damage in watering slopes. 3.09 MAINTENANCE - A. All areas landscaped by the Contractor under this contract shall be maintained by Contractor for a period of not less than 120 days from the date of acceptance and written notice, B. Start of maintenance criteria 1 .. Maintenance pe-riod shall not commence until all elemel)ts of lhe project are completed In accordance with the approved plans. Projects will not be segmented into phas·es. 2, Power, either i-E!~por~ry Or permanent, to .remote controllers shall be . established prior to the beginning of the maintenance period at the • . approval of The lrvi~e.Company. 3. WritiBn ~pproval.by The·lrvin·e Company must be obtain.Eid prior to the begi_nning al the maintenance period. 4. ll the project maintenance· fails to ·contillllously "meet staildards require·d-fcir start of maintenance, the maintenance period shall be • ·suspended. An additiOnal m,ai_n~enance period of up to 120 days shaH _begin when the Contra_ctor has corrected aU de_ficienci_es. C. End of maintenance 1. On co=mp1e1i~;n ~f the·120-d~y (miniml.Jm) mair1tenanCe period and. meetinQ of the crite_fi8 required for ·completioii, The Irvine Company will inspect the proj~ct. 2. Deficiencies noted during inspeclfon shall extend the maintenance period. 3. End of ·maintenance shall ·Occur only upon written acceptance by The Irvine Compciny. • • D. During the maintenance·period the Contrµctor shall provide all.watering, weeding, fertil_izing, cultivating, and sp_raying necessa1y to keep the plants in a -healt~y weed.free growing condition and to-keep-,the planted areas neat, . edged, a:nd attractive·. _All shrubs shall be piri~hed-pruned as nece~sary to encourage r:iew growth and to el_imina_te rank suc.ker growth. Old wilted flowers and dead foliage shall be immediately pinched or cut off. All trees shall be prurie·d for structural form and health. Limbs shall be removed to the g·rowth collar pei good arboriCultural practices. E; After pl~nt;ng and.duri.ng the mainten~nCe·perio·d .a barance.d fertilizer.shall be applied at the rate recomrhended by the manufacturer.once a month. In the event that ground cover, trees, or shrubs·exhibit iron ch_rorosis.symploms, necessary action shall be taken to·correct the deficiency. F: During the ~~intena~ce p-e~iod,-should ·th_; ~ppearan~e of any plant indicate - weakness, that plant or cutting shall be rep.laced immediately with·a new healthy Plant. Any trees or shrubs With di3.maged cambium shall be replaced . immediately. At the·end of the maintenance period all plant materials shall be in a healthy, growing condition and ·spaced as indicated on the plans._ G. Irrigation 1. Contractor shall properly cind completely maintain all irrigation systBms, automatic and mariual. A balariced watering program shall be maintained to ensure "prOper germination. After 60 days of the 120-day mainteriance period, an irrigation shall be a_djusted for proper on-going m8.inte_nance._ Contractor shall be responsible for • the irrigati_on system for the entire·i:naintenance period. . • 2. All controllers are to h.ive each Station individtially adjusted on a weekly • basis. System sha·11 be set considering· the application rate each area is capable.of receiving. The syst9rri shall operate on short intervals, with the cycle repeating at a tater time to reduce run off. H. Site Maintenance 1. All planted 8.reas· shall be kept neat and cl9an and free of all clippings, debris and trash. ·-· 2. All subSUrface drains shall be periodically flushed with clear wate_r to avoid build up of silt and debris. Keep· all drain inlets clear of leaves, trash and other debris. 3. -All paved areas shall be cleaned weekly of trash, debris and silt. I. Replacement 1. At the end of the maintenance period all plant material shall be in a healthy growing condition. 2. Duriilg the maintenance period, should the appearance of any plant indicate weakness and probability of dying, immediately replace that plant with a new healthy plant of the same type and size without additional cost to The Irvine Company. • 4. The Contractor will be responsible fClr all aspects of the work until a_cceptance except as otherwise stated in the General Conditions. 3.10 EXTENSION OF MAINTENANCE PERIOD Continue the maintenance period at no additional cost to the The Irvine Company until all deficiencies have been corrected and the work is accepted by the Irvine Company. Projects will be accepted on the first or fifteenth day of the month following completion of the maintenance period, 3.1 t GUARANTEE AND REPLACEMENT A. Guarantee all trees, shrubs, vines and ground cover for a perio~ of one (1} year after completion ol the specified maintenance period and final acceptance by The Irvine Company, B. Wilhin 15 days of notification remove and replace all guaranteed plant materials which for"any reason fail to meet the requirements of the guarantee. Replacement shall be made with plant materials as i~dicated or specified for the original planting, and all such replacement materials shall be guaranteed as specified for the on·ginal guaranteed materials. C. Contractor shall guarantee a minimum of 90 percent coverage at the end of a four (4) month period. Costs incurred due to damage or replacement shall be responsibility of the Contractor. L A N D S C A P E A R C H I T E C T U R E , ERIKSSON·PETERS·THOMS • 111, Eoi;t Grnen Strut,Posocar,o,CQ1tfcrrJ0 ~~ le'&oriono 15:w~s-10:ie n1J1£.a••J•oa f'U:: (BIBH95•2S4T • 1746/Colle Arroi0, Sar, .LOI\ Ccpl.s1ro<">O, C1 92'75 Telepho'1e !1141661•7121 f'U:: [71~1248·2599 Rnvlslon a, Cc111 PREPARED FOR, COAST AL COt,O.IUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH,CALlFORNtA 92660 0 -<I) C: , LL (l) 0 '04---t,· :J-ro o z >,u -w a.. t-• -.c: <( C: 0 () u :J 0 E <D 0 V) Ero 0 0 -ut- O'.'.: z OL <( t-0 <I) Cl _j O:l: ~- 0 (l) ~ uz O'.'.: .. L 0 0 1--4- 0... w u (l) 3;:: V) L 0 w <( Cl ::r: (l) z L a.. O,_ , PLANTING SPECIFICATIONS PERMIT NO. ---, --- Joo 'io. 92-509 o,c.n Staff C"eCSed R.H.V. '"' &-/10 /44- .... P-5 Of 20 I I I I f [: ' i ' ' I • L . - i I f, .-_ ' • W1!7f-J ,cf ~i:7P..t-L.. ~LOD&!:r'OLE ST-'l<E . 2 STA/<1:0 ~ ichH TRF.E ii', U ~oH& 2411 Mil'\. Iii &RADC:: FOil 5 b'-L, if, 1?1 Lo:;G, ,;cl'HIH. IH C'-!RADE fOf'. 1:5 6'-'I!.., A~D LA«C-c'R TREE PLANTING -PARKWAY & MEDIAN 1------------l:;/-l?T1t-l6i 6slo/\171:: ,-----,,--~----f1N1:'cH i.',gAJJE', ,,___. C-RQ\J N OF ~ RU B P!,A!-IT!:. D • I" MDV c. .fHil~ ,._.,.. ~ WATESRIH& IY\">IH SHRUB PLANTING -SLOPE ,---:;:,-;:::;,;::-------ia><1-::.T1N& G= ,--j;---,<J,--A----F' INI-Gµ GF'.->DI" --- P1,.141T 6-IU.. MI)'.. -<;,e,e '2,1>;:a:,:;:-'& '\.--=,"a.,.L.L TREE PLANTING -SLOPE .r--C..f.<;•11-1 cl' Vlli1'-Pl-Al-1TW I" ,i,.e,o~ FIW l'>H &p,i,i;. ;---• ~Tj-\ l-i;.."flSl<I 1,.1.; 13,1,."> I >-I 6 ,---~-'#CD ~ILL(~ <,Pt;c<,) f'il-llSfl C.f'APje. , II VINE PLANTING Z. Y,z 1i"11SS WIOTH Of ~ . . . . , ' .__.__:~,._al:-.;:..~:.,;~ -• ,~.-"',C-..C:;~....,;....:....:..:.;,·_ ,_c.c...., 6 • SPECIMEN TREE PLANTING CONCRETE ~AOW STRIP· @ -j----------l\q't.,"'( l Yz.'' ~~::fZ op n=:D\.A'1 e,-;:,_<. c\Ul.ut 10 ?-!Kil':> /«Ec•V:, ,-.-CRCWN op '.:c!li<IJC> f'LAHTED I" A!:O✓E PIHi~ bWDi:. r--loA«ffl i,!ATE.~IHC, VV:,IN Nol:. ~ ~e:--:o-rc: ?~,~ : o Aff'L:i'1N1, nu:..vt FIHI 71 C.F'ADc SHRUB PLANTING -MEDIAN L A N D S C A P E A R C H I T E C T U R E ERIKSSON·PETERS·THOMS • 1214 [c~1 Creer, Str11111.Pcsod11nc,Cor.!0rnTo ~106 r11:11pho"11 1e:e:1ss•2ooa 121316B1•3~0B FAX f8:8l195·250 • l/(61CGIII .1.r..-oyo. s~ Jc;Orl Co~&tror,o, CA 92Gl5 Te1epr,one m4iE61•712T f.U !7141248-25~9 Doto PREPARED FOR, COAST AL COt.4t.4UNITY BUILDERS . 550 NEWPORT CENTER DRIVE . NEWPORT·. BEACH, CALIFORNIA 92660 0 -Ul C LL <ll 0 u"' ;::: - (..'.) :J-co 0 z '7, u -w a... +-. -.c <( C 0 <..'.) u :J 0 E <ll 0 (/) Em 0 0 -u+- 0::: z oL <( +-0 Ul 0. _.J 0 3' I-0 <ll ~ uz 0::: .. L 0 0 I-'f- 0... w u <ll 3: (/) L 0 w <( 0. :::r: <ll z L a... ()_ PLANTING DETAILS PERMIT NO. ~-92-509 ''"" Staff C'>a~~eo R.H. V ■ P-6 Of 20 . ' ... ,, .. -.,.,_• · '·-:~"-.-.--'-:-,·_,,-,.:...,._;:: ... -;-.-<::~--.: __ -./,=_;-~·· -~·=--~-~--... ~.:,;-,.-,-.··::::..·· ,,; , .. :_:,,:; . .-·-.~-.. -~ .... · -=-"'-"~~~----'"'-. c.,··. ~-~.....-...~~-cc····~c-~--. .....:..~~~-~~-· __ ....,_..:.....,....,.....;~.;;.,_~_,.;..:._....-~~~··-·--, ~~~.,;,;~~~-:J~ -~->-\,_-_:.:_-::-._ • --·._} • LOT 9 625.6 HP GRAPING NOTES Circled no1es 'must be shown, as worded, on the full sized title sheet ot 1he grading p:an. 1. AH WQrk shall be in accordance with the Grading Code ol the Couo_iy of Orang~ arid. any special _r~quirements ot the permit. A copy of the Grading Code and Manual shall be reta1nect on th.a J~b s11e white wor<1: 1s In progress. When relerencccl on the plans. a c.cpy of EMA Stanclard Plans shall also be re lam eel on the s11e. 2. Grading shall not bti started without rirst not~ying the District Grading lnspcctor. A pre-grading meeUng on the site is required belore start of grading with the !allowing people present: Owner, Grading Contractor, ~esign Civil Engineer, Soil Engineer, Geolo,gisl. Ois\rict .Grad_ing 1nspec,tor and when re~uired the Archaooloq1st and • Paleontologist. The required inspections tor grading will be e~p!ained at lhls meeting. I_ 3. An approved copy of tile Grading Plan shall be on the permitted site while work is in progress. 4 . Cut a~ fill slopes shall be no steeper than IWO (2) 1oot h:lriiontal to one (1) 1001 vertical (2:1) excer,t where speci!icaHy approved otherwise. 5 _ Fills shall be compacted throughou1 to95a..,mini1m~m od! 90'.¼1 ,eMlativ~ densdily. ~,"',",', tbe bJ,:1,',''m~!,'dPh,attcU ','"m' shall bo compacted to a minimum or ,o re alive ens1 y. ax1mum ens y s a e ""' r 1.. y m or Building Code standa,d No. 70·1 or app,oved equtvalcnt, ancl field density by Unito,m Building Code Standard No. 70·2 or approved equivalent. 6. Are.is to receive li11 shall be properly preparnd and approved In writing by the Soil Engineer arid the BuikHng Official prior to placing !ill. 7. Fills shall be benched ln1o OJmpetcnl material per EMA Standard Plan No. 1322. 8 _ AH existing tills shall be approved by the 6uildinQ Olficia1 or removed prior to placing add~ionat tills. 9 A~y existing lrrigatior, tines and cisterns shaU bo removed, or crushed in place, and approved by the Building ··Official and SOU Engineer. • 10, Stockpiling ol excess material shall be approved by lhe Buik:ling Otticla1 prior 10 e~cavatiOn. 11 The Oosign Engineer as a ·t1lnd!tion of rough grade approval, shall provide a blue lop with accompanying • witness stake, set at the center cl each pad reflecting tl~e pad el.ovatio~ lcr pre<;:ise pe1mlt~ ~nd a bluo ~op with witness stake set al the drainage swale tligh point re11l!ct1ng the hlghpa1nt elevation lor Pre1,minary Permits. 12. All trench backfill shall be tested and app1oved by 1he SO ii Engineer per the Grading Code. 13 Tho Engineering Geologist and Soil Eng:neer shall, alter clearing and prior to 1he placement ot lill In canyons, • 1 pe I ach canyon for areas ol a<Werse stability arid lo determine lhe presence or absence ol subsurface ,~!tercorcspring uow, 11 nee<led. subdrains will bo designed and constructed prior to lho placeml!nt ol litt !n each respective cany<m. 14. subdralr. oullo1s shall be cotlllleted at the beginning ct lhe subdraln construc11on. 15. The exact local ion of Iha sulxlralns shall be suive)'t?d In the tie Id for line/grade and ret:ected on as.graded plans. 16. All cul slopes shall be invesllga1cd both during and, a!lc~ grading by 1he E~inecring Geologist to determine if a s1o e stability probh!rn exists. Should excavahon disclose any geological ha.zaros or polanUal geological h~ardf. the Engineering Ge~logiSl shall submit recommended trea11nen110 the BU!ld1ng ONlclal !or approval. 17 Who uppori or buttressing 01 cul and natural slopes Is de1~1mined l? be neces$ary by the. Englne.e~ng • Geolre ;!1 and Soll Englnenr, the Soil Engincc:f shall submit design, local'?ns and calculaUons to 1he Bu1khng Otlic~ rior to construction. Tho Enginel!nng G~ologlsl and Soll Eng1~eer shall Inspect ancl contra! 1he construiion ol .t~o buttressing and cert1ly to Urn stab1My of lhe slope arid ad1acent slru,ct.ures upon COrll)lel10n. 18 When cul pads aie brought lo near grade, ltic Engi.neering Geologi.st shall deletmine ii tho be~rock. Is • e11.tensivcly 1ra1::1u1 ed or 1aulted and will reac1 1~y~~ans~11,,1 wa1ler. 011 considered necessary by the Engmeermg Geologist and Soil Engineer. a c:on~acted hi! b a,--el wi e pace , ,.,... ! \ T T ~--------1-ACCESS RAMPS FOR GRADING WORK EACH SIDE FROM STA. 73+65 TO 73+50 REFER TO 0,C,E,M.A. DETAIL 'A' THIS SHEET, • ~ ,,---. ~ ~-- T I I I ,...., II\ ~ I I I I I ..-. -'t ±: ~- -----~ I -----Ii !::I ~ "' ~ I ' ' I :-i "' '<.) ' f ....,.. 'if ' ' I ' I ' " " ,& ) '}..0 SIDEWALK EASEMENT TO BE RECORDED IN CONJUNCTION WITH ACCEPTANCE OF IMPROVEMENTS. EROSION CONTROL: ONE SANDBAG ROW AT BACK OF SIDEWALK CONTINUOUSLY, TWO , • ~--a BAGS HIGH; OCTOBER 15 THROUGH APRIL 15, PER O.C.E.M.A.'REOUIREMEMENTS. 1- U) <t w w > -a: C w C, C -C: I-a: 0 c.. ~ w z ---. ! I 0 0 • ;:t CONTRACTOR SHALL REMOVE RAMP, REPAIR AND/OR CLEAN-UP . STREET AND CURB/GUTTER AT COMPLETION OF CONSTRUCTION AS NECESSARY TO M_EET APPROVAL OF O.C.E.M.A. FIELD INSPECTION. "194+00 I 19. Th8 Englneering.Gecloglst st1a!I pertorm periodic inspections and submll a complete report ao:I map upon comptelion cl the rough grading. 20. The compaction report "and ~pprova.l lrnm the Soil Engineer shall ind~to type o1 fiek:I testing perfo~. Each tesl shall be ldenlified with the method of obtaining the ln-placo density, whether sand cone or dnve n~ and shall be no noted 1or each test. suUident maximum density determtnations shall be perfonned 10 verily !he. accuracy of \he maxirrum densityC\Jrves used by tho Field Technicta_n. 21. The soil Engineer and Englnei:iring Ge01ogisl shall perlorm suftlci~nt inspections and. b? av~ilabla during grading and coristructlon to verily compliance with lhe plans. spectticat10ris and the cocle w1th1n lhe1r purview. 22. The Civil Engilloershall be available during grading to verily compliance with the plans. spccilications, code and any special OJndilions of lhe permit within their purview. 23, The perminee is responsible for dust control measures. 24. Sanitary laci!ities shall bo maintained on the site. 25. n,e 1oca.1ion anc1 protection 01 au ulilitles is 1hP. respor.sibil1\yol the permittee, 26. Approved pro1ectNe moasures and temporary drainage provi~ions shall be used to pro1ecl adjoining p10perties during grading. • 27. Any existing waterwolls shall be abando~ed In comp!iance with the specilications approved by Orange County, Human Services Agency, Division ol Environmental Heatth. 26, Any existing oifwells shall be abandoned in compliance with the Orange County Oil Code to tt1e approval of EMA/Regulation, Special Seivices Seclion. • 29, Any exlsling ces~pools and septic tnn~ shall be aban~onecl ln compliance with 1he Uniform Plumbing Code lo the approval or EMIVRegulatlon. Spoc1a1 Services S~ct>Jn. 30. Prior to final approval. tho Civil Engineer shall certWy to the Building Official t11e·amoun1 or earth IOOved during tho grading operation. 31. nrn perrnittee shall comply w~h the Grading Code requirements when an excess of 5,000 cubic yards ol earth is 1ransported to or lrom a pi?rmit1ed srte on public roadways. • _ 32. Asphalt COr'ICl'ele shall bo cons1ructcd per the requirements ol EMA Standard Plan No. 1805. 33. /¾lgrngalo base soction slrn\l be conwuct!on per EMA Standard No. 1804. 3-1, All concrete structures that come in con1act with lhe on.'site soils shall bo construct~ with type V cemenl, unless deemed unnecessary by soluble suHate•con1ent tes1s car.dueled by 1110 Soll Engmeor. 35. Export soil must be tr8.nsponed 10 a legai duflll or to a peimil\ed site approved by Ille Olslrict Grading lnspect_or. 36. Slopes exceeding fr.1c (5) !eel in h.eighl Shilll be p1anled with ;in appro~ed plan material. 1n addrtion, slopes exceeding t51eet In height shall bo pn;ivided with an approved lrrlgatiOn syslem, unless olheiwlse approved ~Y 1h0 Bu~ding Ofllclal. 37. The Grading Contractor shall submit a statement ol compliance to the approved G_rading Plan prior to llna1 approval. • 3a, Asphalt sections ~st be per Code: Par1dng statis·-3" NC over 6" AJB, Oriv8s 3" NC 1;1ver 10· (Comm.), 12.· \Industrial), Qr: Prior 10 rough gra(le release lor Bulk:ling Permits by the Distil~ ?radmg Inspector, the $01I • Engineer shal: submit lor approval, pa\lemen1 section recommendations based on R Value analysis ot lhe SUl;J· • : grade soils, and expect~ .1ratllc Indices. • 39. Prellmlnary soil end geology reports ond a\l subsequent repons as approved tiy EMAIAegula\1011'. Grading SectKln arc oonsldered a part ol the approved grading plan. _j_ SAN JOAQUIN HILLS 40. All existing drainage courses through this site shall remain open until facilHies to handle,storm water are approved and lunc1iono!; however. in any case, the parminee shall be holcl liable ror any damage due to obstructing natural drainage patterns. 41. Gradiirg operations lncludinQ maintenance or equipmenl within ono•haH mile of a human occupancy sha!I not be conducied betwtlen !he hours of 8:00 p.m. arid 7:00 a,m. daily, on Sur.day or on·a Federal Ho May. ' . 42. Roor gu\ters shall be installed to preven1 root'drainage from fallirig on manufa~ured slopes. -43. Tho pormittee· shall give reasonable notice to tho owner ol odjoining lands and buildings prior 10 beginniilg excavations which may affect 1he laleral and subjacen\ support of the adjoining property. The no~ce shall stale tho Intended depth ol excavation and when 1he e~cavation wilt commem;:e. Tho adjoining owner shall be allowed at least 30 days arid reasonable access on the permitled property 10 protect his structure, if ho so desires, unless olherwise protected by law._ EROSION CONT6QL 44. hcasedcncrgen:y,cal: ____________ _ l\bkA=,;========= ftnnAD -45. Equipmen1 and workers for cmergciicy work sh;;ill be made available afatl times during the rainy season. Necessary materials shall be available on site and stockpiled at convonienl locations to facilitate rapid construction ol 1emporary devices when rain is imminent. 46. Erosion control devices shall not be movecl or moditicd with:Jul the approval o: 1he Building Official. 47 All rl?movable erosion protective devices shall b~ in place at the enct of oach working daY when lhe tivl!•day rain probability lorecast exceeds 40 perC<lnt. 48. Aller a ralnsto,m an silt and debris shall be removed !rom streets. check berms and basins. ' ) ; -49. Graded areas on the perITTtlecl area perimeter must drain away from the taco ol slopes a1 the conciusion of each working day. Drainage to be dlrecied toward de silting 1acllitics. • SO. The permittee and contractor shall be ,esponsible and shall take necessary precautions to prevent public trespass onto areas where Impounded waler creates a haiardous condition. 51. The undorslgncd Civil Engineer sllall ins peel the erosion control work and ensure that the wort; is in accordance with \he approved plans. • Signaluro Date; __________ _ UNDERGROUND STORAGE TANK REMOVAL 52. tn the event 1hat soil conlamination is discovered during excavation and removal of an exi~lipg tank, work shall be stopped until a site assessmonl and ml1igation p1an has been prepared. submit1ed and approved by HCNEnvironmen_tal Health and EMNGrading. 53. Issuance of a gradino permit does not eliminale lho need for pormi1s lrom 01her agencies wah rogulalory respollslbilities tor conslrucllon ac!Mlles asso1::la1ed with the work au1hor!zed on this ptan. • • _' . . • .. :_ '' .. :. ,·, ', ;.\,; : .. ....,i...:~ ·-_;f-.i.>- -,.~-, . .. ~· ' , . • ROAD GRADING LEGEND EXISTING• CONTOUR PROPOSED,CONTOUR FS FINISH SURFACE FG FINISH GRADE TC TOP OF CURB LP LOW POINT HP HIGH POINT _L / • .--------- ~"¾ ■1111111111u111111,nuu1■■n ■u,,l,uui i • . 111n1111un11111 41, "'"' o" " 3" or 4" Steel or PVC Pipe Asphalt (AC) 6" or 8" Curb Face ACCESS RAMP , (/\ I ( (' . ' ,,·tT2 \ \ \ LOT 4 / LOT ~p---.,.~,.>-.,__..,.. ,' \'i, ,I I A. NEWPORT RIDGE DRIVE WESf-4,~_,-"'~--~, EL CAP I TAN PARK~ \ ,..✓-· '1i \LOT LOT 5 " ~ II I L1pr I 9 ,r--_ ----~ -~-__,---- a! Lor I SCALE, I' =1/a' ) (!) RIDGE DRIVE 'LOOP' SITE SHEET KEY NO SCALE NORTH LANDSCAPE ARCHITECTURE ERIKSSON• PETERS •THOtv1S 'ii 1214 ~n Green Street. i'audrna, California 91106 Tdephon.c (818) 795.200R (213) 681.3408 FAX (BIB) 795°2547 'ii 2H61 CJ lie Mroyo, Sanjuan Capim~no, CA 92675 Tdcphonc (7l4) 661· 7127 FAX (714) 248,2599 . Rc~i1ion1 •• Da1c PREPARED FOR, COAST AL COMMUNITY BUILDERS 550 · NEWPORT CENTER DRIVE . NEWPORT BEACH, CALIFORNIA 92660 "' L (I)' SJ - C, ;:J en z >, -+ w a. - <( C ~- ;:J 0 E 0 E Cl) 0 -C u ~ :z 0 -1-<( "' -I 0 1--0 0 u ~ .. ;: I.. 0 0 I-'t- a_ w u 3:: (I) en L 0 w <( a. ::c (I) z L a. a._ ENTRY WALi.:. GRADING PLAN 1111111 loh No. 92-509 o, .. , Staff Chrcked R.H. V • or CG-1 20 I l, :' !-ll • ' ,- ' ' ' \ T INSTALL 4' WIDE P.C.C. SIDEWALK PER • : ·o.C.E.M.A: PLAN 1205 . . • • . ··.-.1---~ r---l ACCESS RAMP FOR WALL CONSTRUCTION EACH SIDE FROM STA.73+65 TO 73+50 REFER TO 0,C.E.M.A. DETAIL 'A'THIS SHEET. ~-~ INSTALL 4' WIDE P,C,C. SIDEWALK PER 0,C.E.M.A. PLAN 1205 Legend LOT 9 bz.+ .. ~ ----··--··-----,_, blS------ ""§ I I I I I >--Lf--L I I J I l I ,-.e---l---. ___ __J/ --1·-. ~-. ' I i --' I -=1--- \ ·--~---· I ---i-•·-~-·· ' PA ---·· / ' • I ! ) I I ·' ) ! I I / I / I I i I I • ) I I / . , 605,43 TW \'-... 607.68 TP 194+00 I GENERAL NOTES 1. 2. 3. 4. The Contractor shall verify all dimensions, elevations, grades existing utilities, and field conditions at the site belor9 commencing work. Contractor shall immediately notify the Landscape Architect of any discrepancies. Contractor shall review as-built irrigation drawings for locations of irrigation and electrical lines, Typical details shall apply in general construction. Where no details are given, the construction shall be as per manufacturer's specifications. Omissions and/or conflicts among the various elements of the drawings, notes, specifications, e>:isting structures, and/or field conditions shall be brought to the attention of the Landscape Archileci before proceeding with the work so involved. References to A.S.T.M. and Uniform Building Code shall be to the latest editions as adopted by the County of Orange California. ' The Contractor shall adequately brace the structures and their parts during construction, and as needed until the construction is completed and approved, _,,..---':U1w1.82 TP 611.82 TP 607,02 TW 599.41 TC (599.57) FS EAST WALL ELEVATION NOT TO SCALE b'-411 q '-o" / w > -a: C ' -u\ _, . " ll\ 4-1 ,, I ·O -------------------------------• • •• , ;a(~==;;; ····· ........ .... . ............ ....... ... .... ....... ... . .... ..... ..... ...... ------------------• ···················-···· ········~-·-~ C ~ ' " ' ',~ ___ _,,6,_1te,8e;2c..,T_,:P 61182 TP 607.02TW • SIDEWALK EASEMENT TO BE RECORDED IN CONJUNCTION WITH ACCEPTANCE OF . IMPROVEMENTS. CONSTRUCT NEW SIDEWALK AT CORNER '----1 RETURN PER O.C.E.M.A. STD. PLAN 102-0-0C, AND 103 0-0C AND 1111 (SIMILAR) .• WALL ADDRESS: '----16366 NEWPORT RIDGE DRIVE EAST a: l-a: 0 C. ::: w z 0 0 • ;!: ' AL-lbN ---1---1------ =~_/ 61182 TP 611.82 TP 607.02 TW SIDEWALK EASEMENT TO BE RECORDED IN • CONJUNCTION WITH ACCEPTANCE OF IMPROVEME!'JTS .• CONSTRUCT NEW SIDEWALK AT CORNER RETURN PER O.C.E.M.A. STD. PLAN 102·0-0C, 1-----' AND 103 0-0C AND 1111 (SIMILAR). WALL ADDRESS: 6367 NEWPORT RIDGE DRIVE EAST A 607.68 TP =606.43 TW 607.68 TP CONTRACTOR SHALL REMOVE RAMP, REPAIR AND/OR CLEAN-UP STREET AND CURB/GUTTER AT COMPLETION OF CONSTRUCTION AS NECESSARY TO MEET APPROVAL OF 0.C.E.M.A. FIELD INSPECTION. SAN JOAQUIN HILLS 195.00 ROAD 607.02 TW 607.68 TP 611.82 TP 611.82 TP 607.68 TP C 607.02TW D +---, A 605.43TW B (599.00) TC ~ ' (599.71) TC D WEST WALL ELEVATION NOT TO SCALE 607.02TW 607.68 TP 607.68 TP B D 606.43 TW C r· . --.. -.., - • KEY ITEM nm ........ TW Entry Pllas1ors (4) lntermedlala Pilas1ers (2) Terminus Pilasters (2) En1ry Walls light Fixtures (4) Entry Plaque (2) Perforated Subdraln lino •Perforated behind wall •Solid to daylighl Top of Wall TP. Top of PIiaster FB Finish Surface TC -Top of Curb F.O.C, Fiice Of Cu1b PA ---Planting Arca Existiig Sleeve, Existing Contour Proposed Contour· MATERIAL Precision CMU Block with Stone Veneer nnd Stucco Cap Precision CMU Block with Slone Veneer and S1ucoo Cap Precision CMU Block with Stone Veneer and S1ucco Cap Tan Precision Block CMU wi1h -; Stone Veneer One side K-56 C Octagonal Lumlnalre Pendant Style w/ Santiago Wall Bmcket Painted wood ABS Plas1ic w/Drain Rock and Filler Fabric Per Regional Code Reqnts. 6" Dia. PVC Sch.40 DETAIL REFERENCE ~ c-2C-2C-2c-2c-- @@ ~ @ID ' I 7'.c:,11 I ' PA PA 3" or 4" Steel or PVC Pipe • Asphalt (AC) 6" or 8" Curb Face ,/ :··-;·· :?,~:::. ' -~-. '. ACCESS RAMP N.T.S. C) 1.C/T IA ,J------I --~ -----------• - NEWPORT RIDGE DRIVE 'LOOP' , NEWPORT RIDGE -. -·--.,,_DRIVE EAST s: OT '~ ,. I SCALE, I' =1/s' SITE 12 // / I, '/ ' SHEET KEY NO SCALE NORTH LANDSCAPE ARCHITECTURE ERIKSSON• PETERS• THOMS ,.., 1214 faH Green Sm~ct, l'111dcnl, C1liforni:1 'JI 106 Tdcpho11c (818) 7?5,2008 (2.13) 681-3~08 FAX (BIB) 795•2547 "ii 2741,1 Call, A<myo, '•")"'" Capi'"'""• CA 92675 Tdcpho11c (714) 661-7127 FhX (714) 2411-2599 u, PREPARED FOR, COAST AL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE • NEWPORT BEACH, CALIFORNIA 92660 L.tJ <..'.) 0 -0:::: l-o::: 0 Q_ 3:: w z (!J z -a. ~· en C z <( ..J i .... UJ ~ :c a. <I) L (l)_ ""(J -:J CD >, +--C :J E E 0 u 0 +-<I) 0 0 u .. L 0 4- -0 (l) L 0 0. (l) L n... ENTRY WALL CONSTRUCTION PLAN J.,l,N.,. 92•509 ______ _ ""''." Stoff ch~rknl R.,H. V • C-1 or 20 Shec-ts . • ' i,'·-• i ' ' . l. i" ~ _, N ::-:1-1~ r:: □ L::: l ,. ; 1171 "--' • -"~..,tz. f1,-i""1 .:.::ze.---;.,. -;?7~ ~'e,"':-! ~ <Z>-01-!• ' ::>;z~ ~.1-1.J. ~- ,=.iZ, ~ INTERMEDIATE AND TERMINUS PILASTER CAPS H PLAN/SECTION • SCALE 3/4", f-0" C-2 ' ' ; jl ' , N , ~ •• I , / ~ ' , / ' (-\ ' r ' q- N ,,, ' :ti ;~ I~ ' .... " ., . , "' , ~~ ' ~ , ~ , ,, □ • ENTRY PILASTER WITH WALL INTERFACE / J ' PLAN/SECTION SCALE: 3/ 4", f -0" ,C-2. PLAN I - ' ---:" ..:w-,=...jz. ;=:tf.=:11 ( ~ " ?:"'"'"'4 I ~ f'i'1Hli a,.c, "'-"fl-) ' r-6><~><1b ~ . _I -I_ .L.7 -D □,□ ~ C::.,t1,~ ~ 7,..>f 2,1< lb ~..l-~.?r-1 ?,H,~· ~- ~...,T' fl'-'-A • ~. ~ D, 0 TT I :?.:£ ~ p;~-f<-~...7,-, f.JO"' ,,,. -"~ ,: I I ·D ~ I 'I I ·□ f ·i -~ □ D : I ~ ~ ~ I ~ ~-", r"' . ...-~vC:::. ?'fl;"" ' p ..,,.,., . I ~-I ...-ij c:,.. • SCALE: 3/4", 1'- ~&';, E'..HT)?-( f',.A/2 .. u;;:. . "l .,,. ENTRY PILASTERS B..EVATION l • •• , r • ,. . . . --~--.--...:.-.-+---------""q,-. ' ' ' ' • <fl • ·~ SCALE: 1/2", ~'..I)" ~'2}) D I,\ • . •. I . '' ·-~-. ENTRY PILASTER • SECTION ' a1I • • • V / / ! .•• I RMEDIATE AND TERMINUS PILASTERS r-· ""111~ ,;: 1h 11 ;::;✓-,, .£Of"?..?=. lie/' M:1-J B SCALE r, f'-0" C-2 SEPARATE PERMIT REQUIRED f_.:':~'."-,.: .. 2~' _?>-_ ... _.,,,. ___ . ,, ?-II I ' ., ' .,._1,.._.1._ ENTRY PLAQUE TERMINUS PILASTERS WITH WALL INTERFACE PLAN/ SEC110tl SCALE: 3/ 4", f-0" • F C-2 1 I ' l • ' -·-.. -·--'-''--1-----...J PLAN/SECTION SCALE: 3/4", f-0" C-2 L A N D S C A P E ARCH I TE-CT URE ERIKSSON·PETERS·THOMS • 1214 Ee&! Cr!Wl 5trMf,?06Qdfl,n(J,C~fornlo 911:)6 Telt1pt10r.e :&18ll'35·20M 11'31E-e1•3◄08 FAX CB>l!ll'3~•254l • 274£,IC<le J.rrcyo, Sa, ..uai Ca>letrono, Col ~2675 ttolop~(IOO rn~~~•TI27 . FAX 1714!2~8·2599 "''" PREPARED FORt COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH,CALIFORNIA 92660 IJJ . L Q) . :'2 ::J c., [I) z ;,-, w -+-a. -C ~ <t ::J E 0 (..) .. E en 0 -u 0:::: C 0 z +- <t IJJ 0 I-..J 0 u 0:::: 0 .. 3= L 0 0 I-'l-- (L LU ,:, Q) :s:: en L <t 0 . w 0. :c Q) z L a. CL ENTRY WALL CONSTRUCTION DETAILS PERMIT NO. lfflllll JOO ',Q. 92-509 ,'.!•Q•" Staff ~Mc1<.ea R.H.V. "" ')11tMI C-2 LltJ#((S:JotJ . J ... '"'. . -----·----~---,-:~•.,•·-~--c'"" _____ , -.~-,,.,.,-----.---: --·.·.·:·.c -~· .. ,-_-. ··-~,---;.-· • •. " . . . . ,, -· i . --• :.-- .. , - LANOSCAl'E GRAPING SECTION 02215 PART I • GENERAL .1.02 1.03 1.04 DESCRIPTION; A. Relnfrtl Re17r,ircmeuts: Review the General Contract Conditions ,·md Division One, General Requirements, which conti\in informi\lion and requirements thnt ,1pply to this section. B. Work l11c/11rled: Staking lines ilnd lavels Subgrndc Prepi1rnlion Import of topsoil, pl.lee to finish grndc Finished grading C. Related Work ill Otlicr Satio11s: Irrigation -Seclion 02810 Trees and Shrub Pkmting -Section 02950 Site Concretr. -Section 03310 Concrete Unit Masonry -Section 04220 QUALITY ASSURANCE: A. General: Perform work in ;iccordance with all applicable laws, codes and regulations required by County of Orange, California ' B. Review: By the Owner and L,rndscapc Architect. C. Soils Report: 1. A copy of this report is .ivail.ible from the Owner for e»amination. D. Overc11ttfng: Replace and compact .111 overcut material to required percent compnction. LAYOUT AND SURVEY: A. Licensed .sr,rvcyor or Civil Engineer: Employ a licensed surveyor or civil engineer to stake.out lines and levels. B. Discrepnucies: Landscape Architect reserves the right to ma_ke minor adjustments as necessary and if discrepancies are found. _ SITE MAINTENANCE: A. Sta11di11g ·Water: Keep site free of standing water at all times. Provide and maintain grading or pumping as necessary to • prevent er·osion, softening· of compacted surfaces and formation of m·ud in trenches and excavation. B. Dust:.-Assume full responsibility for all alleviation or pre\;ention of dust nuisance on or about the site. PART2•PRODUCTS 2.01 IMPORT TOPSOIL B. C D. E. F. G. 2.02 FILL: A. B. Topso_il: _Material required for lalldsc.ipe and finished grading . operiltions shall confor:rri to the requirements included in this sectioii.. • Gwernl Qualificntio11s: Topsoil Shall be fertile, friable, w€11- drain-ed _soil, of unifo,rm quality, free of sto_neS over 1 inch diameter,_ sticks, oils, chemicals, plaster, toxic Substances, _ concrete and Other de_leterious materials, as a plan_ting medium for the project. • • • .. Grading:_ Sieve Size Percent Pilssing ·sie~•e 25.4 mm (1") 9.51 mm (3/8") 53 MicrOn (270 mesh) Chemistry: Suitability Considerations: 95 -100 85-_100 10 • 30 1. Saliiiity: Siituration Extract Conductivily (ECe x 103 @25 - degrees C.) less than 4.0, . 2. Sodium: Sodium Absorption Ratio (SAR) lesS th~n 9.o·. 3. Boron: Saturation Extract Concentration less than 11.0 • PPM. 4. Reaction: pH of Saturated Paste: 5.5 -7.5. Pests: The population of any single species of plai1t pathogenic nematode shall be fewer than 200 per 50 cc of soil. Fertility Co11sideratio11s: Soil to contain sufficient qua_ntities of available nitrogen, phosphorous, potassium, calcium, and magnesium to support" normal plant growth. In the event of nutrient inadequacies, provisions shall be made to add required materials to overcome inadequacies prior to planting. Sources: Furnish imported topsoil from sources accepted by the Owner which meets the standards specified under "General Qunlifications" above. 1. Aiw/ysis: Obtain an agricultural suit;ibility an«lysis of the proposed topsoil from an accredited soils laboratory at Contractor's cost. 2. Acceµtm1ce: Submit soils analysis and recommendations to the Landscape Architect for acceptance. Source of above shall be appro\•ed and conformity of material shall be laboratory Yerified for each 100 cubic yards of material delivered to the site. 3. Parasiles: Test all soils which have been used for ;i,gricul- turnl purposes within the prior 12 months for parasitic nematodes. Il shall be acceptable if the pnrasitic nematode population is less than 200 per 50 cubic centimeters of soil. Do not artificially dry soil prior to testing. 4. Herbicide: Perform a radish/ryegrass growth trial if herbicide contamination is suspected. Consult ,-.•ith Landscape Architect prior·to testing. 5. Sm11plcs: The Landscape Architect reserves the right to take samples of the imported topsoil delivered lo the site for conformance to thl.! Specifications. 6. Rcjcctt•d Topsoil: Immediately remove rejected topsoil off the site at Contractor's expense. Gcna11l Quartficalions: Fill shall be a dean, dry soil of ,1 loamy characte1·, well drained and well gr.1ded with .1 plasticity index not to exceed 20 or fall belo\,' 8. Fill material shall contain no oils, alkalies, acids, rubbish or other deleterious materials. The pH shall be similar to the approved topsoil. Approved fill materi.11 shall be used for malt.!rial thilt may be required to bring the landsc,1ped areas to required finished grade. \ !'ART 3 • EXECUTION 3.01 GENERAL: 3.02 3.03 3.04 B. Vaifh·otio11 of Pret1ic111:: WMk: Verify that all ,ueas h,1ve been brought to the required finished subgrade prior to commencement of fine grading. En"lliable Slop1•: Perform grading operations so that no erodable slope .ue,,s shall be exposed at one time prior to Contractor beginning the seeding and mulch operntions. C. S11:-pc11sirm of Work: lf grading is suspended, disturbed areas sh,1ll be broughl to required grnde nnd immediately seeded and mulched. MOISTURE CONTENT: A. /1rmtc,111att' Moistr1n· Co11t1:iit: Add water and. thoroughly mi>- until the moisture necessary is uniformly dispersed throughout, B. Excessive Moisture Co11te11t: Aerate by blading or other acceptable methods until moisture content is uniformly reduced to achieve required compaction. COMPACTION: A. Perci·nt Compaclio11: ASTM Test Method D 1557 maximum dry density. B. Pla11ti11g Areas: Compact landscape material to 85% compaction for the top 3'± feet in bermed areas. C. MncJ1iJJery: Perform all compaction using compacting rollers, pneumatic or vibratory compiictors, or other equipment and methods approved by the Landscape Architect. PREPARATION OF SUBGRADE AND SPREADING OF TOPSOIL: A. Srtbgrnde soil: Loosened to a depth of four (4") inches and grade to remove all ridges and depressions so that it will be everywhere parnllel to proposed finished grade. All stones over one and one-half (1 1/2''.) inches in any dimensions, stick, rubbish and other extraneous matter shall be removed during this operation. • B. Slopes: Where slopes exceed one vertical to four horizontal, subgrade shall be plowed, stepped,-or benched in such a manner • that fills will bond with base material. C. Spreadi,"1g T~psoil: • Up~O-the ap.proved subgrade, topsoil _ material shall be spread in uniform lifts of not more than eight (8") uncOmj:,acted thickness. Prior to commencing compaction, fills shall be brought to water content that will perinit proper _·compaction._ Bring all topsoil to s_uitab\e·etevations above grade _to provide for topsoil anticipated settlement and shrinkage thereof. • D. Grade to fini~hed gr.ideas requirE!d-by the drawillgs'. 3.05 FINISH GR_ADING: A. General: 1. Grade smooth all planting areas i\fter weeding, soil preparation, a·nd soil conditioning have been completed and soil ha·s be_en thorough! y water settled. 2. ·Provide all grades for natural ruilciff of water withou·t low sJ)ots or pocke?ts: Accurately seHlmV line grades at 2%•- minimu_m gradie_nt unless otherwise no~e~ in Drawings. 3. Finish grades -shall· be smooth, even and on a uniform·. plane with no abrupt changes of surface. Slope uniformly between given spot ele\•ations, 4. GradeS not otherwise indicated sh.ill be uniform levels or slopes between poiOts ·wher~ eleV-ations are gi~en, or • between points established by wall or paving. B. Grades: 1. FiniShed Grades: Refer to riotes on-the drawillgt 3.06 CLEAN· UP: A Keep all ~re~s-of work cleiln, neat and orderly_ at all times. B Cleal\ up and remove all equipment, _deleteriOus materials and debris from the entii"e work area prior to Final Accept.1nce. END OF SECTION 02215 LANDSCAPE DRAINAGE SECTION 02720 PART 1-GENERAL LOI DESCRIPTION: A, Related Requirements: Review the General ·contract cOnditions and Division One, General Requirements, which contain information and requirements that apply _to this Section. B. Work J11cluded: Subdrainage· pipes and fittings l;ilter fabrics and drainage stone C. Related Work in Ot/1er Sections: Site Concrete • Section 03310 Tree and Shrub Planting -Section 02950 1.02 QUALITY ASSURANCE: A. Ge11crnl: Perform work in accordance with all applicable laws, codes and regulations required by County of Ornnge, CaHfOrnia. B. Applicable Standards: Apply the current or latt?st editions as described below: "ASTM" -An1erican Society for Testing ,u,d Materials 1.03 SUBMITTALS: A. Product Data: Submit manufacturers' latest cati"llog cuts and specifications for each specified product. 1. SiJlid a11d perforated tlrni11 pipe: 12 inch length ,1nd literature.- 2. Filter Fabric: 24" x 24" with literature. 3. Drnillage Stone: One (1) quart with certlfication and source, 1.04 I.OS 1.06 1.07 2.01 2.02 3.01 3.02 3.03 3.04 3.05 C. TL'st tlrJIII: Submit all laboralory test dilli1 of all materi.1Js. E. Submittal Scl1e1fulc: 1\11 products in this section which is requirt.!d for submittal shall be included in one Division 2 submittr1h}'ackage. PROJECT CONDITIONS: B. Protection of Utilith·s: 1. Pro\'ide tcmporarr support and protection of lmderground and surfoce utility structures, dr,1ins, scr\'iccs and other improvements noted to remnin. 2. Restore all damaged improvements to original condition at no additional cost to Owner. PRODUCT STORAGE AND HANDLING: A. Storage: Protect materic1ls from dnmr1ge, Protect plastic materials from direct sunlight. B. Pipe: Cap openings ngainst entry by foreign matter ,.,_·here required. C. Dmm1gcd Materiafs: Remove all damaged materinls ;md -replace al no expense to Owner. COORDINATION: B. Field Mensrire111c11ts: Establish lines and levels for the drajnage system to prevent conflicts and milintain proper clearances. C. Notifict11io11: Submit to Owner and Landscape Architect written_ notification of ,111 discrepancies in the Drawings or-existing conditions which preclude successful installiition of landscape drainage work as specified. FINAL ACCEPTANCE: A. Review Date: Make a written request for re\'iew for Final Acceptance _ at least five days in advance, B. Complelio11: Work will be accepted upon satisfactory completion of all • landscape drninage work C. Responsibility: Upon Final Acceptance, Owner will assume· responsibility for maintenance of the work. PART2-PRODUCTS PIPES AND FITTINGS: • A. A.B.S. Plastic: L Type: ASTM 2751, SDR-35, solid and perforated. 2. Joints: Belled ends, plain end with_ couplings; elastomeric ·with gaskets. • 3. Manufacturer: Pla.stic Ser.iices and Products, Inc., Sun Valley,_ California 091352, phone (818) 896-1101. • SUBDRAIN MATERIALS: • . ' . . • • . ', • . A. , Filter Fabric: "Mirafi", as manufactur~d, by Mi,rafi, In;. ·or c·harl~tte, NC 28224. Tel (1-800) 438-1855. B. Drriinage Stone:_ 3/8" to 3/4" washed stone." CruShed stone is not accep!able. PART 3-EXECUTION GENERAL: A. Deviatioi1s: Make no deviations from specified _line or grade without written acceptance of Change by Landscape Arc_hitect. BACKFILL; A. Compaction of Backfill: 85% percent relative density. B. . Backfill, 1. Use for baCHilling around the pipe and to 12 inches above the top of the pipe. Bac}:fill the remaining trench with excavated material. If excavated material is unsuitable for compaction, use imported suitable material. 2. Do no! permil sand backfill material to mix with structural backfill within the subdrain area. PIPE INSTALLATION: A. ABS Plastic: Install as detailed in the Drawings and in accordance with the manufacturer's Current printed recommendations. PERFORATED DRAIN PIPE IN TRENCH: A. Preparation of Trench: Accurately excavate trench as shown on the Drawings. B. Filter Fabric: Place fabric in bottom of trench and extend up sides and beyond trench. Overlap 12 inches at ends of roll. C. Draiu Rock 1111d Pipl?: Insl.-ill bedding portion of dr.iin rock and bed pipe in place. Do not damage or displnce filter fabric. D. Review: Prior to installing rem,1ining drain rock backfill, request review by Landscape Architect for progress of the work. E. Closing: Upon acceptunce, «dd remaining drain rock and l;i,p over the ends of the filter fabric as shown on the Drawings. F. Soil Backfill: Backfill with permeable planting soil mix lo .1 minimum depth of 6 inches above filf('r fabric .1s shown on Dra\,dngs. CLEAN UP: A. Keep alf .ireas of work cle.-in, neat and orderly at all times, B. Upon completion of ,vork, remo,•e off the site all surplus materials, tools, eqt1ip1rient, rubbish and debris resulting from the work. END OF SECTION SITE CONCRETE SECTION 03310 1.01 PART 1 • GENERAL DESCRIPTION; A. Rdl1fl'd Rcq11irl'111e11ts: Review the General Contract Conc!itions and Division One, General Requirements, which contain inform,1tion and requirements that apply to· this Section. D, Work lucludc1f: Concrete footings for Landscape Structures C. Rt'fntt•1/ Wurk i11 Othl'I' Si•c1io11s: Landscape Grading -Section 02215 Concrete Unit Masonry • Section 04200 Site Stone Work • Section 0•1400 QUALITY ASSURANCE: A. Applicable Stm1dnrds: All references to the "Stalldard Specifications",' "ASTM", or "ACI" manuals shall ·mean the current or l,1test editions as described below, Standard Specifirntions • Standard Specifications of the State of California, Business and Transpo'rtation Agency, Department of Transportation, CalTrans, • ASTM -American Society for Testing and Materials. ACJ -American Concrete Institute; Manunl of Concrete Practice.- Perce11f, Compnc_tiou: ASTM D1557, _percent,1ge of th_e maximum in-pl.ice dry density of the same material"as determined'by foils • Engineer .. • • • B. _· Line~_ .. mid Lev~/s:-: -A .l.icensed surVCyo'r o~ i~giSteT€J ci\'H. • engineer shall layout and establish nll ·Hnes; levels, grades and positions of all parts of the work. C. I11spectio11: Special inspection and_ testing shall be provided for all structiiral concrete where required by Section 306, Uniform Building •;Code, and per this specification. D. Stnff: ·For fabricatiOn and installation,of-w6rk use only personnel -~.,•ho· are thOroughly trained and experienced •_in_ the . skills reCJ.uired,: ha'-•e installed _similar_ applications of .the sI)iicifiE!d prOducts· ,'Ji thin· one year priOr to beginning work of this section, and.who ·are completely familiar with.the ·manufacturer's recommended methods of installation" as well as the req-Uirements. of this work. , ' ,-. 1.03 SUBMITT ALS: 1.04 1.0S A. Coizcfete Mix Desig11: Pr·o~1ide three copies of concrete ~ix . design_ for the concrete footing. 1. 2. General: ' a. The footing concrete mix shall be proportional and designed in accordance.with ACl-and Uniform. Bllilding Code. -• Mix: Characteristics Fooling: a. Maximum aggregate size: 1 1/2" max. b.· _ Coinpi-eSsive_strength: 2000 psi c., Slump: 4 inch. maximum d. • • Cement ratio: 5 sack miil. B. Mnferinls List ·a,1d Doc11me,itatio11: 1. Accoll\pci~·ying shop drawings, provide written list of all proposed materials, including forming, ·curing, concrete, tie rods, r~bar,_and _related prod_ucts_. 2. Prcivide certifiCation documentation as required below. 3. _ Provide three (3) samples of each aggregate and sand pr'oposed -for use in the concrete mix. C. Test Dnta: Submit copies of all laboratory tests and reports of all- materials. D. Testit1g Laboratory .Services: 1. Perform all required tests and coordinate all efforts with the designated testing laboratory. 2. Cooperate with testing laboratories lo permit proper . testing and inspection procedures. E. Respo11sibility of the Contractor: The Contrnctor shall be solely responsible for the structural adequacy of the forms, ties, and bracing. F. Test Dntn: Submit copies of all laboratory tests and reports of all materials, ANALYSES OF SAMPLES AND TESTS: A. Samples: Select a qualified lesting laboratory to take samples for testing during the course of the tvork as considered necessary. B. Cost of Testing: f:'aid for by the Contractor. C. Notificntion: Notify the designated laboratory in sufficient time to allow taking of samples at lime of pour. D. Rejf'cted M11teriiils: Remove off the site all concrete below specified strength. E. Cost of Removfli mid Reiesting: Pay for full costs of removal of rejected concrete and ils replacement with concrete of spedHed strength and retesting. PROTECTION: A. oe1i_ver, store and h,mdle all products in a manner Lo prevent damage ;:i,nd deterioration. B. Store all products, including reinforcing, off the ground on pallets, blocks, or other devices, C. Use all means necess.uy to protect the inslalled work and materials of all 01her trades. D. In the event of damage, immediately make all repairs and replacements necessary to the appro\'ill of the Owner and Landscape Architect and at no additional cost to the Owner. L A N D S C A P E A R C H I T E C T U R E ERIKSSON•PETERS•THOMS • t2"1 to6t Greon Streot,Pa~ollQ,tanfornla 9~ hlophono (8181195•2008 1213lEi8h5408 FAX 18181195•2547 lly Oa-lG ~--- PREPARED. FORs COASTAL COMMUNITY BUILDERS · 550 NEWPORT • CENTER DRIVE NEWPORT BEACH, CALIFORNIA c., z -w 0.. 5 C) 0 en -C 0::: z < ~ I-~ 0::: 0 I-Q_ UJ s: en w < :I: z a. 92660 1/J L CD "IJ :::J CIJ >, +--C :::J E E 0 u 0 +-1/J 0 0 u .. L 0 4- 1J CD L 0 0. CD L o_ ~ olii "-< ::::o wU z ENTRY WALL CONSTRUCTION SPECIFICATIONS PERMIT NO. Job No. 92-509 Staff Sheet C-3 or 20 Sheets . ~ ' ' . . . ' . .'.:,~.-, .. >:>· .. \·> ~-~----~---· ,;-,.-,;_._,_, . .,~.-,;_·._. _;__,.,.;....-,..-.._,.,.....:_.~...,--~.;...:.~,;.,...~__,..i~--;~;, ___ , __ •• _,,~-~-••~·-,.-_,_._.,,_•~=-•~•~··~-·••~,;..,~,.--.-,~. ~•'·•~··-=-~·-•~"~~~~,~---- i' 1,06 FINAL ACCEPTANCE: 2.01 2.02 2.03 2.04 2.05 A. Rt111it•ri1 Date: Make ,1 written request for review for Final Accept,mce at le.1st five (5) ,\orking days in advance, B. Com11/etio11: \Vork will be .tccepted upon Siltisfoctory completion of all site concrele work. C. Res1w11sibility: Upon Final Acceptance, Owner will assume responsibility for mi1inteni1nce or the work. PART 2 • PRODUCTS CEMENT: ASTM Cl 50, Type I or II Portl,1nd Cement. COARSE AGGREG,\ TE A. Description: ASTM C33, hard, durable, uncoated, washed, graded, deaned and screened crushed rock or gravel aggregate for regular weight concrete. Do not use crusher-run stone or bank• run gravel. B. Grading: Do not use aggregate which has a maximu~ size exceeding 1/5 of the narrowest dimension between sides of forms of 1he member for which the concrete is to be used, nor larger th,1n 3/4 of the minimum clear spacing between reiriforcing bars. FINE AGGREGATE A. Description: ASTM C33, dean, hard and durable sand. Do not use sand coated with injurious amounts of silt, loam, day or other deleterious matter. B, Grading: Percent Passing 45-70 15 • 30 3 • 8 Sieve Size # 17 # 50 #JOO ADMIXTURES 1. Admixtures shall comply with ASTM C494-82. .2. Admixtures must be included in mix design and approved by the Landscape Architect. 3. Use of calcium chloride is prohibited. REINFORCEMENTS A. Reiriforcing Bars: 1. ASTM A615 Grade, 60 deformed billel-steel.bai-s, clean and free from rust, sCa~e; or coating that will re_duce bond._· 2. _ Provide reinforCing bars #3, #41 #5 ·as sho_wn on t_he drawings. 3.-ProVide heat number and mill aflalysiS for all reinforcing. B, Reinforcing Supports: 1. -_ ·All horizOntal'i-einforcing shall be supported on approved· • chairs or supports. • C. 2.06 WATER: Clean, potablC, concrete mixing.w_ater·free from injurious amotl.ritS of salts, oils, acids, alkalis, organic 1riaterials Or other deleterious matter.- 2.07 -AIR ENTRA1N~1ENT: ASTM C260~ air-entraining i1dmixture. 2.08 FORMING MATERIALS 3.01 3.02 3.03 A. Wood Forms: 1. -Unexposed concrete: Board forms or plywoo(i as specified for exposed con~rete surfaces. Board forms; Douglas Fir, sound, goOd quality; and free from loose knots; not less than 3/ 4 inch thick. PART 3. EXECUTION GENERAL: A. Conduit mid Piping: Do not embed piping in structural concrete. Locate conduit to maintain strength of structures at maximum. Verify size, length and location of electrical conduit. B. Verify that all work can be installed in strict aCc_ordance with·all • pertin£!nt codes and regulations, the original design, reviewed submittals, and manufacturers' latest printed recommendations. LAYOUT PREPARATION: A. Protection: 1. Protect and maintain all existing reference elevations, benchmarks, arid Other datum points. 2. Protect all utility and service stub-outs from di1mage. B. Verification: 1. Verify elevations, dimensions, and alignment with \ .. ·ork specified in other sections and done by other trades. 2. Identify, verify, and coordinate placement of piping and conduit sleeves through and under concrete. CONCRETE INSTALLATION: A. Ge11t'ra/: 1. Concrete Strength: Minimum 28 day compressive strength of 2,000 psi. 2. 3. 4, , ,' . Transit Mixed: All concrete shall be trai1sit mixed in i1ccord,1nce with requirements of ASTM C94. Tim1..·: Concrete shall be mixed for 10 minutes minimum, Concrete mixing shall continue until concrete is completely discharged, Minimum of mixing time shall be 3 minutes ilt the job site_. Wl1ler: Under no circumstances shall the Contractor add Willer tO the concrete 1nix, --•··. ,_.,_. .. , .. ---• ... .,. ... ""' --~ , .. ,,_~, ---•, . • • • •••· . -•••• ---• ....... ~ ••-----'•~ -.-,--''-•~-•~•-•~ ,,;,. • .,._.u,~~••- 3.04 3.05 B. C. 5. Stamford Spi'Cifictlliou~: Applicable requirements of Section 51, "Concrete Structures," and Section 90, "Portland Cement Concrete", except as modified herein. 6, Concrete shall be rejected if lloi placed within 45 minutes of adding water ,rnd admixtures. 7. Under no circumstances sh1'II the Contr,1ctor add water to the concrete mix. Placemi·ut: 1. Place illl concrete in ,1ccordance with AC! 318. 2, 3, 4, 5, Concrete shall not be placed in w,1ter, ,1nd w,1ter sh,1II not be permitted to rise O\'er concrete prior to Cinal set. Clean and co.it all forms prior to pl.icement. Deposit concrete as close as prnctical to its final position. All concrete shall be consolidi1ted with the aid of approval mechanical vibrating equipment. Intensity of vibration shall be sufficient to thoroughly compact concrete. The concrete shall be compacted ·and wOrked in an approved manner into all corners rind .ingles of.the forms and ilround reinforcement ;ind embedded items. Hot Wc11tl1er Req11in:me11ts; 1. All concrete shall be placed in compliance with ACI Manu,11. 2. The maximum placing temperature of the deposited concrete shall be 90 degrees F. 3, lf weather conditions would cause the concrete temperatures, when deposited, to exceed 90 degrees F, the mix shall be cooled by wetting the aggregate or by other appropriate methods. Revise mix design as necessary and obtain approval by the Owner and Landscape Architect. FORMWORK INSTALLATION: A. Footi11gs: 1. Install formwork as required to maintain dimension and elevation during concrete placement. 2. Construct to tolerances required in this specification. 3. Prepare_subgrade and ·compact per Soil Engineer's geotechnical report. B. Embedmeuts: C. J. Comply: with ACI 318, regarding plitcement and material requirements.· 2. All e~bedded iteins sh.fill b~ aligned and braced Witli'· templates or othet devices to prevent movement dtlring _concre~e placement. • • 3. Do not embed ·a1t1111inun\ materials of-any type without approved corrosion co~ting. _ Re_movnl of ·Fo~ms: ]. 2. 3. 4. Do-not_ remove supporti11g forms or sho_ring untH- Concrete has sufficient strength to Carry its own \\l'eight and·other loads upon it. • Reffiove forms -only after concrete has properly set and -withou_t damagirlg concrete. In no case shall forms be removed from exposed, sandblaSied concrete c0mj:,6nents 'in less,than 24 hours, and as rCquired by. coating rnanufa_cttiier. II'\ no ~a~e shall fo~~s be-remov~d f~om-,soil retaining type ,•:alls until cOncrcte has curect:a minimum of 48 hours. For soil retaining type walls O\'er six (6')--feet, forms shall not be ·r,effioved for a minimum of 60 hours.- REINFORCEMENTS: A.-Fabricntio,i:: B. C. D. 1. Bends shall conform to bend dimensions defined as . standilrd in accordance with details in the CRSI Manual of s,·;-indard Practice, unless otherwise noted .. 2. Bars shall be bent cold, and shall not be bent or straightened-in a manner· that ·will damage the material. 3. Bars shall be fabricated within the tolerances sho\-Vn in the CRSI manual of Standard Practice. 4. VVelding as an aid to fabrication and/or inStallation will_ not be permitted except as specifically shown in the drawings, or as authorized by the Landscape Architect. Srtpports: Accurately and securely fasten or support reinforcements to prevent displacement before or during pouring. Hang footing bars from forms. Reinforcement SJllices: 1. Splices at reinforcement slrnll be per ACI 318, minimum lap shall be 12 inches. 2. When required or permilted, welded splices of r"cinforcement bars shi111 conform to AWS D1.4. Plnccmeut: 1. Clean, bend and place· reinforcement per recommended practices of AC! Manual of Concrete Practice. 2. 3. 4. Reinforcement shall be placed within the tolerances given -in AC! 117. Move rCinfordng b.us to av~id interface with other reinforcement, conduits, or embedded items. Do not e:Xceed specified pl,1dng tolerances. Provide a minimum of two (2") inch concrnlc cover around i1nd over ,111 reinforcing. 3.06 3.07 5. Bars sh,111 be sccure_ly tied to prevent displilcement. All bars sh,1ll be lied at crossing cont,1ct. All dowels shall be secured in place ~efore_depositing concrete. . ........ ~ . 6. Reinforcing b:'\rs partially embedded in concrete shall not be field bent, except ,15 shown in the drawings or permitted. by the Owner ,1nd Landscape Architect. 7. Pl,1ce reinforcing protccti\'e caps O\'f!! all exposed· . reinforcing for s,1foty of ,1II personnel. TESTING: A. G1!11aal: B. 1. All testing sh,1ll be paid by the Contractor. 2. Cylinder tests slrnll be per ASTM C39. 3. Cylinder tests shall be prepilred per ASTM C31. 4. Preparn a minimum of three cylinders for each type of concrete on each day concrete is cast. • Slump Test: 1, Slump test sh,1ll be per ASTM C143. 2. PrepMe minimum of two tests per day for each type and applirntion of concrete. PROTECTION AND CURING: A. Prolectio11: I. Protect concrete work against rapid drying and dill!lage by min. 2. Keep concrete moist for at least se\·en days. Protect with wet burlap, canvas covering or liquid-curing compound. Secure acceptance of proposed me_thod; DuriI.1g curing period, maintain concrete above 70 degrees F. for at least three days or above 50 degrees F. for at least five days._ B. Spmying: Spray concrete during the curing period as frequently as drying conditions may require. • • • C. _ Curing: Cure concrete in accordance with the ACI Manual of Concrete Practice. D. Dnmngc ilnd· Dejncement:· Protect"all c~ncrete work against damage and defaceme-nt_ during stibscquent construction - operations ut'ltil Final AcCeptance. 3.08 CLEANUP: A. Genera(:· Upon comPletio_n ·of ,\;ork;· inimediately·rE?mov~ .f~on1-.. , the premises all-sU:rplus ma_teria!s, tool$; equipment, rubbish and debris resulting· from· the .\vork: Do not_permit concrete wash-Out residue to _accurnulate on· adjaCent paving, or in-_]aiidSC:aped_ • areas. END OF SECTION 03310 !X)NCRETE UNIT MASONRY -SECTION 04220 I.OJ PART 1 • GENERAL DESCRIPTION A. B. C. Re{nted Requir'ements: R~~iew the Gen~ral CO~tract Conditions and Division One, Gerteral Requirem·ents,-which contilin information arid requiremE!rltS that appl)' to this Sect_ion. Work Included: Provide concrete unit masonr}' complete, as shown and as specified. Related Work in Other Sections: • Site Concrete -Section 03310 -Site Stone Work -Section 04400 Cement Plaster -. section· 09220. • 1.02 QUALITY ASSURANCE 1.03 A. B. Require111c11ts of Regidatory Agencies: All work and materials shall be in full accordance with 'the latest rules and regulatioils of safety orders of Divisfon of. Indtl_strial Snfety and all other applicabl_e laws and regulatioris of the County of Orange, California. . • • Apprirnble Standards: All references to the standards as described below shall mean the current or latest editions. "Standard Specifications" -Standard Specifications of the State of CalifOrnia, Business and TranSportation Agency, Department of Transportation, CAL TRANS. - "ASTM" -American Society for Testing and Materials. C. • Coordi1i(ltio11: I. • lnsure that portions of the work ,,·hich are all or in part embedded, built-in, attached to, or supported by the work shall be executed by them in ample time that progress of the ,,·ork is nOt delayed. D. Lines and Levels: A licensed Surveyor or registered Civil Engineer shall lay out and establish all UneS, le\'els, grades nnd positions of all parts of the work. • INSPECTION OF SITE A. R,•1,i,·w: Examine related work an<l surfaces before starting work of this Section. Submit written report to the Landscape B, C. Architect, describing all site conditions which will prevent the proper provision of this work .. Acceptrwn·: Beginning the work of this section without reporting unsuitable conditions to the Owner and Landscape Architl.!Ct constitutes acceptance of site conditions by the Conlr,"lctor. _l~cpair: Perform c1\I requirCd removal, repuir, or replacement of this work c,1used by unsuitable conditions ill no additional cost lo OwnCr. - i • 1.04 SUBMITTALS A. B. C. Prod1/ct Datn: Submit copies of manufacturers' latest c,1talog cuts and specifications for each specified product. Snml'lcs: 1. MaS(lllry UJJit: Two (2) full size units of each type. 2. Cement Plaster: One pint dry mix. 3. Color Samplt': Mortar, grout aml expansion joint compounds. Test Dnf(I: Copies of all laboratory test and dnta of all materials. 1.05 ANALYSES OF SAMPLES AND TESTS 1.06 1.07 A. Samples: Select a qualified Testing Laboratory to take samples for testing during the course of the work.as considered necessary. B. Costs of Testing: Paid for by the Owner. C. • Notificntion: Notify the designated laboratory in sufficient time to allow taking of samples at time of pour. D. · Rejected Mat trials: ·should tests .-shO\V that concrete unit masonry is below sf)ecified strength, Contractor-shall remove all such.units off the Site. E. Cost ·of ~emoval mid Retesiing: ~ull costs of removal of rejected materials, its replaccm_ent with con·crete units of specified strength and reteSting· shalt"bc borne.by .Contractor. PRODUCT DELIVERY, STORAGE AND HANDLING: A. bcllve.ry: • Deliver and unload ma_sonry _ units at' the job site on pallets and bound so as to pret_'.ent di1mage. B. StoragC: 1. Store materials ·under cover in a dry place and in a . ·manner_ to prevent damage or intrusion of _foreign matter. 2. Store.concrete masonry units under covers that will permit circulatiOn-of air and prevent excessivz moisture _absOrption. : • • - 3. Store ceffirint and _li,me in wateriight sheds with E!levated floors. · •• • C. Protectioll: 1. Protect ii.gains! wetting prior to use. 2. Prot€ct reinforcements-fr0m the elements. FINAL ACCEPTANCE A. • : Rivil?lv·: Hold i.n conjunction with the final review of i111 landscape walls. • B. Completiou: Work \Vill,be accepted by Owner and·Landscape Architect upon Satisfactory completion of all Concrete unit masonry ·work. _ C. Responsibility: -Upon Final Acceptance;· Owner will assllme respoi,sibility for. rnairltenance of _the work. Said assllmption • does not relieve Conlra_ctor of obligations under Warranty. 1.08 WARRANTY A. .-Defects:: In additioil t_o manufacturer's ·guarantees or warranties,. all work shall b'e wai-ranted against defects in materials and wor_kmanship· b}' Contractor. • B. Damage: ._ Warra~ty:shi\11 also cover r~pair of damage to all parts of the Premises 'resulting from ·defects in materials and - workmariship lo the satisfaction· of the Owner. PART 2 • PRODUCTS 2.01 • CONCRETE UNIT MASONRY UNITS 2.02 2.03 2.04 2.05 2.06 2.07 2.08 A. Descriptio11 : ASTM C90 Type NI'I Grade N Hollow, load-bearing units. B. C. D. E. F. G, Size: Bx 8 x 16. Color: Tan. Manufacturer: Oreo Block Co. Inc., Stanton and Riverside, CA, {714) 527-2239, or approved equal. Moisture Coilfc11t (If Time of Delivery 1111d Use:· 35% or less of total absorption for normal weight.concrete units, (and 30% or less of total absorption for lightweight concrete units.) - ShriJJkage: Mi1ximurn linear shrinkage from saturated to oven- dry condition shall not exceed 0.06% per ASTM C426. Mi11i11111m Tensile Stre11gtl1: 125 psi. H. Aggregates: ASTM C33. PORTLAND CEMENT: ASTM C150, Type l, not containing more than 0.60% of waler soluble alkali, LIME A. Hydrated Lime: A5TM C207 T)'pe ''S''. 13. Quicklimt; ASTM CS. LIME PUTTY A. Type: A stiff mixture of lime i1nd water, kept moist until used. MORTAR AGGREGATE: ASTM C144. GROUT AGGREGATE: ASTM C404. REINFORCEMENTS: ASTM A615, Grade 40, deformed billet-steel bars. \VATER A. Clean, potable, concrete mixing water free from injurious ,1munts of s,1lts, oil~, adds, alkalis, organic m,,terinls or other deleterious matter. • B. Provided and p;iid for by Owner. L A N D S C A P E A R C H I T E C T U R E ERIKSSON•PETERS•THOMS • 1214 (05t G/'t1t1n Strt1et,P0:aden0,C0~fc,rnT0 '" Tefephor,e 1618H95•2008 121))681·~◄08 FAX 18181195•25◄7 • 2T4G!Caae Arroyo, Sao JucrJ Ccpl11trano, CA ,2615 Tolophono C71◄JG&l•TI27 FAX tll◄l248•2599 R~v1$lon ,, .,,, r PREPARED FOlb COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA.•.·· 92660 •• fJ) L ID lJ -C, -· :::J Z· ro ->, w CL. +- <( -C (.'.) () :::J E 0 Cl) E C 0 -u 0::: z -CJ <( +-fJ) ..J CJ I-0 0 u 0::: ~- .. L 0 0 I-'I- (L w lJ ID s: en L <( CJ w Q. :c ID z CL. L 0... . '1 "-< ~o wU ·Z ENTRY WALL CONSTRUCTION SPECIFICATIONS PERMIT NO. , .. 1,1 ii Joo.,_ 92-509 Drown Staff Chocked R.H.V. "'' G/1ofa,l- 'Sheet C-4 Of 20 Sheet• i .· . . . . . ·----·~ .. -"~~-.; .... ~-,.c.=-e~c-c,,.;..J,.'...,,.:.:;;;.~,.· '"-'-=-'-'·..:-:..·· :.,· ..... • -~_,,:_. ._-.,-~ ;· .... ;;;;;:c·: . ,; .• ;~:-ili,;.;~·-.,~-~ -,,.,;;;_.;.,"-,,.;.c"-'-'""'""'''~· ~· L. _;.;_. -· -' _, .. -,.,C,. --~~•,4-j.'.i,;',..,, _....,......c ... --.-~"--'-~----,,c,.· -~_:....___.:,•,..~~·'-""--•---~· -.:__,,_;_ _ ___,:-~ • ...:.--~- • r,7.·_· -~-;i:· -.- 1-: " -., ;~-- , ,·(; i ' ' ; .' / _ _. ,'. '· ._.-. • ' ' -_,.- " 2.09 •• .. PORTLAND CEMENT MORTAR MIX A, • T.VI'" ASTM C270. Type "S", (1) part Porll,rnd Cement, (1/4) to 0 /2) p.ul lime putty or hydr.ited lime, (2 .1/4) toJ3) times to sum of the volume of the L-Cment .ind lime used. • 8, • Milrinmm t\iit•r(lgt· Co111pressi11c Stre11gtll: 1,800 psi at 28 di\ys. 2,10 GROUT MIX: ASTM C476, Typo "PL". ·\ ,. . A. n. Arlmi,\"lllrc: Type 11ml redi1ces early water loss to the mnsonry units i\nd_ produ_ccs ,1n cxprinsive ,1ction in the plastic grout sufficient lo off Set initi<1l shrinkage and proinote bonding of the grnut to ,111 interior surf;t,i:es of the m.isonry unit~. Pn,11or/io11s: 1, 2. ' One p,1rt Portl,rnd Cement to not more than three parts of concrete sand and n~t less than 1.5 parts nor more than two pnrts of peu gravel based on dry ioose volu~e. -~::'--- When proporlioned_by weight the grout mix shall contain riot less th,m 6_.3 sclcks of Po~t!.md Cement per yard if an ilpproyed admixture is l1sed ;md ?:9 sacks per yard without admixture. 2.11 \-VATERPROOFING: ASTM 0450, cold·npfll,ied_, hei\vy-bodied ~oal t.tf base. f PART 3-EXECUTION 3.01 • GENERAL' A. -.Condition; L~y only cured, dry masonry .mils. B. Cle1111i11g: ThorougMy clean all masonry units of dirt .ind other materials prior to.laying up in walls. _,_.,,_c. C11ttii1g: 1. Make all Ctlts with sharp masonry saw. All cuts t9 be clean, s~~rp and_ regular'.-'· 2. • · Cutting of all units exposed in finished work_ shall be done ___ with ai:-"~pproved typ~ of_power masonry saw.· . . . -,. .3.02 LAYOUT 3,03 A, Set units plumb and true to line, with accurately spaced, level horiz_ontal joints. • \ ··:; ::)- 8,. . • . •. . . .. . _ Lay units'°in _."running bond'_' pattern wit~'\;'.ertical joints of -alternate courses aligned"and_ centerf.!d:·o_n· irite-rmediate coi.trse'.--:, _ . ,• ' -~ ,-,. MORTARING -_Ge11e~(!f: Lay holl~w concret~ nla:,:cinry units ~;fth fl.lll-mort~i • : cover·age on. hoi'i_:,;Cnt~fand.-v,1:frtical face ~l~ells _except that w1:::bs\, shalL1lso be bedded in all collrseS arouild Cells that ·are to be • --reinforcE!d or filled\vith grOut. . ..; . . • '-;': .B._-. ..~Orrectio11s: I. Adjust'-inasol"\ry Unit to final position ·while mo_rtar·is--sOft <1nd·IJlastic. • • _. . • . ,' .. ·, ' . .· ' . 2: .If units-are displaced afi:er rrlortar has Stiffened, rem:ove. - --'Units;-deari joints·.and units of all mortcir and relay \Vith fresh morlar, . C _ Partially-Set Masonry: I. 2. Wh~n joining ffesh ~asonry to· ~E!t or pa;lia_ll}' s~t • - masonry coristruction, dean expos~·d surface o(sE;?t . ,-. _ masonry and remo_ve lo_ose mortai-j,I'ior to laying frEish • mortar, . Do not use toothing to join new masonry to set or partially set masonry when continlling a horii:ontcil run.' ' • ', . 3.04 JOINTING A. Genernl: Make all joints uniform, tip.proximately 3/8" thick . .- B. Subgrnde Joi,its: Point tight with a trowel all masonry joints. _C. _ Unexposed Joints: Cut fill.sh all joints in sUrfoces to he plastered, or covered wilh other masonry. -• • • 3.05 REINFORCEMENTS A. Horizontal Bars: Lay in horiz~ntal joint ~f corici~te m~~ohry Unit where indicated. Provide Straight bars except for ben_ds around corners or where bends or hooks are shown on the Drawings._ B. VerticnT Bars: Hold in position at to'p and bottom and at intervals not .exceeding 192 diameters of the reinforcement, C. Bo11di11g: Bond each cours-e 'Of all units at corners in a masonry bond and at intersections \\.·lth reinforcement, spaced _vertically not exceeding 24 in. D. FouudnlioH Dowels; 1. Do not bend over where foundotion dowels do not line up with the verticnl co.~ to be reinforced. 2. Grout into .i core in direc.t vertical alignment, even though it is in an adjacent cell to the vertical wall reinforcing. • E. SpUci11g; Lap reinforcing steel 40 bar diameters minimum. 3,06 CONSTRUCTION A. Vatic11I Cells: Construct all reinforced col,crete unit masonry so as to preserve the unobstructed Yerticill continuity of the cells to be filled. Provide full mortar bedding of walls and cross webs forming such cells pre,•ent leakage of grout. B. Hem/ (or end) Joiuts: Solidi}' fill with mortar for a distance in· from the face of the \\'all or unit not less than the thickness of the longitudinal foce shl;'lls. Provide bond by lapping units in successive verlici'tl courses, C. Vertir.:nl Cells lo lie Filled: Provide sufficient vertical aHgnment to maintain a clear, unobstructed continuous \'ertical cell measuring not less than 2 in. by 3 in. ~-.• •••-• •-•••••--•••··•·•"· ~-,,, ., .• ,,·-• ,_ •• ,,,. • • --•-•• •·•·-~-••-~••-•• -~~---~•;\ _____ _,-•-•'a 3,07 3.08 ,. O.;, 2. \ ' PrO\•ide at, the bottoms of all cells to be filled at ench lift or pour of gro_ut where :me,, lifl _or pour of grout is in excess of 4 ft. height. • Remove all overhanging mortar or other obs.truction or-- debris from the inside of cell w,1lls. S1Ml ,111 ·c1e,1nouls -:r: ,_, bef~re grouting and after r,eview. GROUTING A. Veriicnl Cells: Fill solidly with grout in lifts not exceeding 8 ft. in height. B. Rei11f1.1fci~1g St~d: Install ,,nd request reYiew before grouting starts. _,. C Dolts mrd A11d1or:;; Solidlr grout in p~;ice. D. l11re,nwtio11 of Work: Y\fhen the grouting is stopped for oI}_e· hour or longer, form horizontal construction joints by stopping the pour of grout 1-1/2 in. below the top of the uppermost unit. .. CURING AND PROTECTION . A. General~ In windy areas and where the atmosphere is drl•-:· dampen surface of the wall with a.light fog spray during a 3 day curing period for the" mort,u. B. Excessive-W11t_eri11g: After the wall is constructed, do not saturate with_ water for curing or cmy other purposes. POINTING AND CLEANING 1. Point i\11 holes in exposed masonry. Cut out defective joints" and repaint ":ith mortar. 2. Thoroughly dean all exposed masonry. B. Cle1111fog: • C : L Sample Area: .B_efore applying any cleanihg agent to the· entire wall, it shall be appl~ed to a sar:nple wall area of approximately ·20 Sq. ft. in a'n approved location. 2. _ Approval: Do not pfoceed with further cleaning until the sample areii hils been approved; ·after. which time the same cleaning materials.and method shall be used on the re·ffiaining wall area. • • 3. • Exceptions: D_o not use acid soltitions, metal cleaning · tools or abrasive pov,;,ders for deaning concrete masonry ,-_.units. • • 4. Green Efflorescence: Remove in accordance with the unit masonry· prOduct m·anufaCturef's curre_nt printed instructions. • • --5·;. • ·Loose Mortar and Stains:-Clean off'and reinove from all _con_crete _ll1~SOnry units. . orH B,-~h: After,~-~~t-ar ha·s· set arid at·-end of each--day's -~ork:_ --- qry b~ush ~_asonry surface. Repeat dry brushing after final pOinting'. _ • 3.10 WATERPROOFING • _1,-· A. Preparlltion _·ot Surfaces: 1. Cr.icks, Holes, Voids: "Repair with Portland cement mortar. .strike flush ·and per.mit to dr)' .. • '-• Clec1.ninS,: ~efore applying dampproofing, clean surfaces of all dirt, grea·se, excess mortar arid ·other foreign matter _which IT_light interfere with adhesion and· penetration of the OOating. Allow to dry. • B. Apf}lication: I. .. 2. 3. . . . ' . CoVerage: P;ovide enti_re retaining surface ~f b~ckside of .wallS from top Of foo!i!\g,t~/inished grade ·with tw_o bruSh • ·coats ofsi,>ec_ified ,,;~terprOoiing., Apply _according to this ·: specification ·and non-conflicting requirements of manuJaelurer's latest printed instructions. Firs_t C~_~t: Apply at ~ini~Urri rate of_SO sq. ft per galloT\ · of ·materi.iL_ Brush into surface }horOughly, m.iking sure that coverage is uniform. AUO\.j-first coat to dry for 24 hours: SCcond_ Coa:t: Apply at_minimum rate of i5o sq. ft. per· g,,llon of material. Brush-second coot·at ·right angles to asSure thorough coYerage of entire surface. Apply dampproofing in a dean line conforming to finished grade._ • • • 4. cOmpletion: DamppI"oofing-shall present a conlinuouS, Uniform, unbroken, impervious film, free from pinholes and other surface breaks, 3.11 CLEANMUP A, Keep all areas of work clean, neat and orderly at all times. Upon completi.:m of work, remove off the site all debris, rubbish, leftover materials and tools. B. END OF SECTION 04220 PORTLAND CEMENT PLASTER SECTION 09220 PART 1-GENERAL ' 1.01 DESCRIPTION • A. Related Requirements; Review the General Contrnct Conditions nnd Division One, General Requirements, which contain information -1ud requirements that apply to this Section. U. WClrk Included: Provide Portl,1nd Cement Plaster complete, as shown and as specified, • C. Related V\7ork in Other Sections: Concrete Unit Masonry -Section 04220 1.02 QUALITY ASSURANCE· A, B. .&.m!ireme11ts of Regulator}' Ai;:endes: All \\"Ork and materials shall be in full accordance \,•ith the latest rules and regulntions of safety orders of Division· of Industrial Safety and all other • applicnble laws and regul,1tion:i of the City of Los Angeles. Ai;)plicable St,mdaI"ds: All references to the standards as described below shall mean the current or latest editions. . • "ANSI" -American N,1tional Standards In:Hitute ''Portland Cement Plastering ilnd Stuc~o". "ASTM"-American Society for Tes-ting and Milterials. "PCA" -Portl.ind Cement Association, "Plasterers Manual", 1.03 CONDITIONS 1.05 A, Protect plaster ,1g,linst uneven ,1ml ·excessive evaporatiotF,and from stro'.1g blnsts of dry nir, b~th nnhm~! and art_1ficial. ' SUBMITTALS ' Prod\ict-Data:-Submit-cOpies of m,1nufa~h.1rer~s latest. c.:iJ,1~og cuts ..• 'i't and specific,1tiol_!_s for ea"d1 specified produc_t.> ,. \ <·' .-•• •,"'-: 8 i•:_ I. Cement _Plaster MiX~">.,..One pirit _dry. C Test Oat.i: Coples of all laboratory test and dat~ ◊fall milterials.- 1.06 ANALYSES OF SAMPLES AND TESTS •':• ·-. ;-: "' ' ' • •' . A San~plcs: S~]!;!Ct a qualified jesting LabC?ratory to take samples f~_r_ testing du~mg,the course or the work as. cons1~ered necessary .. -• B ·_ fost5 of Testir'lg: Paid for by the Owner. C N'otifiC~tion: Notify the design,1ted l,1borato~y in suffid€nt time to allow taking of samples at time of_ opplicahon. 1.07 ,PRODUCT DELIVERY, STORAGE AND HANDLING: I.OB 1.09 A B Delivery: Deli~er J~d. unload m«terials ,at the j~b site on pallets and bound or m ongmal manufo!cturer s contamers. - • ' --.• Storage: 1. Store materi.ilS under ·cover in a dry place-and in a • manner·to preverit damage or intrusion of foreign matter. 2. Store materials under covers lhat wil~. permit circulation of air and p£event excessive mois_ture ·aosorplion._ : . 3, Store .sand, cement and lime or plaster ,mix in watl;!rtight sheds with _elevated floors. . 4. Protect against wetting prior to use. FINAL ACCEPTANCE A B C Review: Hold in Conjunction with the final review of all npplications. • _ • Comol~tion: Work will be acc€pteiby thif"bwner uron satisfactory completi_on of all Portland Cement Plaster. Responsibility: Upon Final Acceytance, the Owner will ~ssume responsibility for maintenance o the wo:rk. Said assumption does not relieve Contractor or obligations under Warranty. WARRANTY A In addition ·to manufact~rer·s· gua~antees o;-,~arranties, all_ work shall be warranted against defects·in materials and workmanship . by, Contractqr. • • • B Warranty sh~ll also c~ver repair of d~mage·to all.pai-ts of the premises resulting from defects in materials and workmanship to the satisfaction of i:he Owner. _ _ - - PART 2-PRODUCTS 2.01 . PORTLAND-CEMENT: ASTM C150, Type I, not containing more than - 0.60% of\vater soluble alkali. •• . .. • 2.02 AGGREGATES .-.- A For Base Coats: ASTM -C-144, ~atural or rrianufactui-E!d.Sand • graded to· ANSI '42,2. • . . B For Finish Coat: Same_ as base coat except shall p_ast No. 8 _sieve. 2.03 _LIME:. ASTM C206 type_ "S". 2.04 WATER L Clean, potable; concrete mixir,.g water free from injurious . amounts of salts, oils, acids, alkalis, organic materials·or other deleterious matter, • 2.05 MIXES A. B. C D. Di\sh Bond Coat: One (1) part Portland Cement/one (1). to two (2) part~ sand and wa~er. Brown Coat (Key Coat): One (1) pait Portland Cement/one (1) part_hyd_rated lime/three_{3) to five (5) parts sand. - • FlniSh Coat: Proi,rietary premixed white finlshillg plasler_~ix. Paint Coat: C:~1o'r to be Ameritone 2M42D --Coff~e Tint, or approved eqtiaL PART 3 -EXECUTION 3.01 GENERAL A. Inspection: Examir.e SubstrateS, Proceed only ,~.-hen •. -_ ·unsatisfactor·y conditions have been corrected for proper and timely completion of the work. • -. -_ 3.02 SURFACE PREPARATION A7 Substrat~s: Shi111 be clean of loose particles, dust and other . foreign matter interfering with sa_t1sfactory bond. . · B. C D. E. F. Boridin~: Sand blast, water blast or brush surface-lo provide mechanical key and s~ction. • Efflorescence: Remove with 10% solution of muriatic acid; then rinse with clean water. Gre;ise: Remove with blowtorch, strong detergent or scraping. Disintegrated Surface: Remove by chipping or hammering to obtain sound bondable surface. . Dense Surface: Apply dash bend coat. 3.03 MIXING 3.04 . A. Measurement of Ingredients: Accurate with successive b;itches proportioned exactly alike. Ingredients shall be mixed . thoroughly before waler is added. B. J.Jse of.Mechanicril Mixer$: Clean mixer after each use. Mixing shall be contiaued until plasticit}' is obtained. Batches shall be of a size that can_ be used within three-quarters (3/4) of ~-n hour. C. Plaster: Pl.ister that has begun to set sh.ill not be reused. Do not retempt'r _pl,,ster. • APPLICATION A. General: B, I, Applv coats continuously in one direclion, without allmiing mortar to dry at edges, 2. Ali exterior corners shall be slightly rounded. _ Brown Coc1t (Key Cont}: 1. 2, 3, 4, Surface Condition: Evenly dampened, not sa'.tur~ted. Coat Thickness: Three-eights (3/8) inch dry. Finishing Method: Rodding and floallng. Finish Texture: Coa;'se. • 5. Curing: Moist cure for for~y-eight (48) hours. 6. Iuterva·r Betweeu Coat_s: St!Ven (7) days. -f. 3,05 3.06 J C. . ., Fini:,h Co(!!;. • 1. • Su~'i·11\,~ Condilion~ E\·enly dampened, not saturated. \ • . . ' • ' - 2. Coat Thic~ness: One-eighth (1 /Si inch, _,·,' 3, 4. FiniSh Texture:· s·moqth brush. ,., 17, ' -_"i'f.. ' 5. . <=;uring'. Fog· spr,1y for s~venty: two (72) hours. C:UTTING AND PATCHING B Cut,,Patch, Repair, ·and Pr•int-up Pl.i5-ter: ·As.required and as . ~-, .diretled by the LarePscape Architec;t. Repair 1.·racks and indented-- surfaces· by moistening plast~r and, f~lljng with new _material, : trO\ve,ted, or·larnped flush with ad1om1J?-g surfaces._ • . • ' \ '~ '. -· --_. ,• •. -;· Rejl!~ted • Wo~k: W~rk containing cra·cks, blisterin'g, pits,_ t:hecks, ,(or discoloration will not be accepted. Remove such. work ,1nd replace with new. • • • • CLEAN-UP A Keep nll nr~as of \~•qrk dean,neat and 1·orderly at all_times. -·,· B l.Jpmy completion of w~rk, rem_ovc off the site al_l debris, rubb1sh,leftover matenals_ and:tools, · - • .. --_ ., • " . • END OF SECTION SITE STONE WORK ,:· ·SECTION 04460, PART 1-GENERAL 1.01 DESCRIPTION A. Related Re-~·uireirie~ts: Revi~w the ~enefai-_Contr;ct C~riditiO~s : ,1nd DiVision One, Gi:!neral·R-equiremeflts·, which contairi· information a_nd requireme_nts that apply _to this Section. B. Work In21Uded: Pr~vide ledf;er sto~e, ven~er work, cOmplete as C. _shown and as specified:_· • • Related Work in Other-Sections: Coilcrete Unit.Masonry -:Section 04220- Site,-Concrete·~ Section 03310 ' • '. ' • ' . ' .' );. ' ·, ' 1.02 QUALITY ASSURANCE . ' ' ' ·-:t-' A. • SO~rce:: ~ed ·Mountain Ledi;er Sto~e (Mica Schist) of sp~cified colors shalJ;_come from a single,quar_iy ·with cons_istent cqlor range and tex!}1re: -• .-:}---: .. --, - B.----'Applic~ble Standafdr ... - • --ASTM_ ~ AIT\eriCii'n Soci_~ty for'Testing· ~nd Materials_:,; .. ' C. • St~ne'•fa'b~i~~-tor shall hit;·e stlcce~Sfuuy fobri~·ate·d c~mmerdal ,: prOjects of eqUal size arid scope for a period.of not less thclrl 5 •, . '". • -,--, years. - D. 'Fini.shed wans:~hail _hav~ ·;~~e Colo!' range; paiterl1;' an~--j-bini"s. as _exi?ting·wa11 :r'nock up. Contact.Landscape Architec·t_for-mock up location ilnd cleara_nce from Owner. • 1.03 SUBMITTALS . A Samples:. sllbinit _the fol!Owing items, iricludill.g'•·man~facturer·S B. • Current literature: • , . . . _ . 1.. Red.Motintairi Ledger Stone: Two c2) ~ lull s;z·e: ti.nitS for:~~c~;-a• i-ange.of colors. Sup.ply_ ellough silmrles Of specified· stone to prOvide the Landscape Architect with a coinplete • • understandi_ng of the full color range likely to be _found wi.thin. the material. • • • 2. • Color S_ampl~s: -Grout an9' expalls;:on joint compounds. 3. Anchoring Devices: One for-each type, Pr_Ni~ct Data: r .. ,1a~uf~c'ture~·s_ turrent ·spedficatio~s. data sheets and installation instructions; - Catalog cuts, 1.04 DELIVERY, STORAGE AND Hru'IDLING A. Deli\l"ery: l; Carefully pack and load stone for delivery using all reasonable and aCceptable standards for shipment. 2. Use no materials for blocking or wrapping which may cause n.n\t staining or discoloration of stone. B. Storage:· C 1. Stack stone on timber or platforms ilt least 4 in. above groUnd. • 2. Take extreme cme to prevent staining during storage. Handling: • 1. Protective Covering: Use polyethylene or· other acceptable plnstic film for overall protective covering. 2. Mort;;i.r Materials: Protect from weather, moisture and contamination including accessories. I.OS FINAL ACCEPTANCE A. Review D,1te: Mnke a written request for Final Acceptance at least five (5) days in adv.-.nce. B. Completion: \-Vork will be accepted upon s.itisfactory completion of stone work. C. Responsibility: Upon Fin,11 Acceptance, Owner will assume responslb_ility for maintenance of the \\'Ork. • 1.06 WARRANTY A. Guarantees or Warra-niies: All work shall be warranted in addition lo manufacturer's guarantees or w.irranlies for one year from the date of Final Acc_eptance against defects in materials and workmanship by Contractor. • B. Repair of D,,muge: W.irranty shall also cover repair of damage to ,111 parts of the premises resuiting from defects in materials and workmanship to the satisfaction of the Owner. 1.07 PERFORMANCE REQUIREMENTS A. Conlractol''s Responsibility; Stone setting system indi_cated establishes basic dimensions, profiles and sight lines. \.Vithin the limitaticns established by Orn.wings and Speci(ications, the Contractor is responsible for the design, fabrication and installation of the entire stOne work, B. Tolerances: 1. Thermal Tolerance: Provide clearance for thermal movements. Assume thM surface temperature of stcine and base can change at least SO degrees F above and below the temperature at time of settbg. 2, Additional Tolerarices: Pro\•ide ;idditional cleararice required to accn111modale _iii_~nufactu_ring tolerilnce and setting tolerance,_ • PARTi-PRODUCTS 2.01 STONE, GENERAL: A. Preiniulll Gr,,dl! or Better: Free·of cracks, seams or start~ which mar impair it~ structural integrity or function. B. Inherent \'ariations will not be acceptable. C. Color, texture nnd finish shall be v,dthin the mnge of snmples on file in the office of the contractor. D. Sizes sh;,11 be as shown on the drnwings_. '2,02 LEDGER STONE ·-A •.. Type: "Red Mountain Ledger" Mica SchiSf ·.a_,:· -Finish and Colo~: To ma_tch existi~g wnll mock up.· C. Size: Stone shall have millimum height of 4", and maximum heig_ht of 7".-• • .D. si.i'I)·plie"_f:· "~ecu_r_t::· qualified s·ource for appropriate supply of --SFecifieO-materials;-_ .-• • • '· ' ' ' ' ,_._\2:o3_. PORTLAf,JD ·cEM·EN-i\. AsTM C150, Typ~ I, I1ot containing. ~ore than 0.60% of water soluble llkali.-----.-• • -, .. . 2.04 .LIME. A, ' . ,.-;>,:." ,,' 2.05 Quicklime:.-_ ASTM-_CS. • ' '" ' • ;.?'• LIIvfE piJriy . • Ai Type: -~stiff-mixture-of.lime_ and water, kept moist untii used. .. :--: ' 2.06 MORTAR AGGREGATE: .ASTM C144, 2.07 • "WATER " ' ._-_. A. Cle"at\~'-potable, con,crete:mixing water free from inj\lrious amunts of, saits; oilS, aciqs,:afkalis, ·organtr~·.m~teriab or other_deleterious ·matter,·.•, ', ,,_' , ' "' • ".";-.. • B. • Pro~ided an_d p~id·_for by Own~~-- 2.08 PORTLAND CEMENT MORT AR MIX 2.09 A. Type:. ASTM c29o. Type ,:S''. 0) part PorHand Cement, (1/4) to (1/2) , . _ part ·l_ime "j:,Utty oi hydrnt"ed lime,-~2 1/4) to (3)_ times to sum of the • volume-of the cemellt and lime used . _ B. "<._ Min_imu•f?t·-Averagc _Cimiprfssive St!en"gtli: 1,800 psi at,28 days: ·.-. ANCH~RING\:mViCES:" • .Type 304 -~~ainless S~eel or-su-~t~bi~ non-ferrolli> me.tal_ anchors, oi Vene¢i ties of the;ty.pes required by the applicable . stctndards. • • -- 2.10 FABRICATION . A--• • General: .Fabricate-as Sh~\vn and as-detailed,~n finai sh~p: • ·arawin·gs ·anct-"i~ __ complianc_e·with _rec·ommendations of al)plicabl_~- stone· asscidation. Provide·holes·-a·nd sinkages_cut or drilled for ., B C D . anch'ors;•fasteriers;:supj,Orts and'.liftfrlg qeVices~' a_s sh_own on·._ . approved sltcip draWings· and as·nec('SSar'y _t~_secure.stOrte·woi-k in _place. Cui-_and back-check as reqllired for })roper fit a~d .. dearance". ContiguOu/y.,Ofk: _: Provide chases~ ·reVeals! _i_eg1€tS, cip_e'nings and. similar sp·aces . .ind features·.as required for contiguous Work. Coordinate \\,llh drawings arid fiTh~l sl}oP diaWings showing_ _ contiguous_ .work. Cut a·ccllratel}' -to -sh~-pe and .di~ensiorls shown on final_ shOp. ··.- draWings, maintaining fab_rication t6ler"a1lces :of applica~l~.:~-·"lne • , • ' ' ' • ' . . •• ' --,_J assoc1at1ons, Thickn~sS: Pro;id~_~tone ~f thickriess indicat~d-. • Saw-c~t back • -• surfaces will be conCe"aled· in finished work. Allow not less than 1" clearance beti.\/"Cen back face of ulli!s and cOO.cr.ete masonry unit w.ill. -- PART 3 -EXECUTION 3.01 PREPARATION FOR LEDGER STONE A. General: Do not ~nstall stone that h.is chips, cracks,.hole·s, spalls, scratches, stains or other defects that ,Vould be visible in the finished work. • • B. Cleaning:_ Cleari·ston"e before setting by thoroughly scrubbing with. fiber brushes and follow with a thorough drenching with de.in • ,~·ater. Use only mild cleaning compounds containing no caustic or harsh fillers or abi-asives. • • C. Finished Grade: Lay every course of stone trJ..!e and even and bring to finished grades or elevations shown on the Drawings. • 3.02 INST ALLA Tl ON OF LEDGER STONE: A. Execute stone work by skilled mechanics, and employ skilled stone setters at the site to do necessary field cutting as stone is set. B. Contigllous Work: Provide chases, reveals, reglets, and openings as shown or required for contiguous work. Close-up openings in stone work <l.fter other work is in place, 3.03 INSTALLATION TOLERANCES A. Vilriation from Level: For grades shown for horizonlal surfaces, horizontfll grooves and other conspicuous lines, do not exce~d 1" in 20' maximum. 3,04 CLEru'l!NG AND PROTECTION A Cleaning: B C I. After <111 pointing has been completed, carefully clean all stone ,,.·ark of dirt, excess mortar, stains and other deface men ts. 2. Use stiff bristle \•:ire brushes or wool for cleaning. 3. Do not use other wire brushes or add solutions which may c,1use discoloration in stone. Protection: I, 2, All completed or in progress work shall be protected at all t:mes during construction. Use il strong i_mpervious film or fabric to securely cover all stone work. Disposal: Upon completion of work, rt!move from the p~emises all surplus materials, tools, equipment, rubbish and debris resulting from the ,.,_•ork. • END OF SECTION L A N D S C A P E A R C H I T E C T U R E ERIKSSON•PETERS·THOMS • 12!4 Ea&t Ct°Mn Str11tit,l'oaodono,Cdlfornk1 ':11)6 T&ll!lphono 1818!195·2.0Qa 12131681•:HO! FAY. 1B18)15S·25~1 • ZH61Call!I Arroyo.Son Jual Ca>!1trc:r,o.CA 9Z£i7S Tolephoo,;, CTl41661-ml FAX tll◄l248·253g B:, Dale ~--- ' .PREPARED FORa COASTAL. COMMUNITY BUILDERS 550 NEWPORT .CENTER DRIVE NEWPORT. BEACH, CALIFORNIA ,_.'' -·. ,· 92660. ,, _-,. ,' h-o::: 0 0... s= w z I.LI en. <C :r: a. . ' '·· ,_ II) L (I) -0 -. ::J co··· :>, +- -·c ::J E "E 0 u 0 .-t- ' IJ) 0 0 u " L 0 4- ,. -0 (!) L 0 Q. (I) L Cl.. ENTRY WALL CONSTRUCTION SPECIFICATIONS PERMIT NO. 92-509 Crown Staff Checked "'" C-5 Of 20 Sh!Jeta ·•t .. . . L~ ulH. ltJ~t:j 'i . t , ,-,-·--·-,;-"~~-~ --·,·-~,-~,·~-:-·--···'.:--"C''"'.'';"''"_:--:~-e,,·-:---_ ·---c;-,. ~-'·:-~-·-·.~,_.~~~-''''?':',.?"""":-7"~-y:'.·: ·1-:.:>" :::::\ . : ·.~i·.'-'c" _':';--:---::ccc ~-~r-:~-,-~:·':, ''"--::':~:·-.,