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02-20-20 3745 W. Chapman Avenue - CHOC Medical Office Parking Deck (ADR 0099-18)AGENDA ITEM DESIGN REVIEW COMMITTEE February 20, 2020 TO: THRU: FROM: CHAIR MCDERMOTT AND MEMBERS OF THE DESIGN REVIEW COMMITTEE Anna Pehoushek, Assistant Community Development Director� Robert Garcia, Senior Planner � Tiffany Chhan, Planning Aide 1. SUBJECT 2. SUMMARY 3. BACKGROUND INFORMATION Gn Dg N (N) Z f (O) Eg T-y Bdg A p N (y R d j S v N 8) Pv j 6 20 DRCITEM 1 02/20/2020 4. PROJECT DESCRIPTION 5. EXISTING SITE 6. EXISTING AREA CONTEXT 7. ANALYSIS AND STATEMENT OF THE ISSUES A DC 16 015,C pos 5-0 p p j h PC dol A q C 6 015 g,h paking Rx B,DE684 A ,ought the g p C f v j dg along p y a pg y, u co d p io h h o d w u f t o . Gn c low r p ,v y o m wat r p , b removed by t e 1 9. f f es, g A x -c cls h a A x -wi l b -p w l b p x y 8. ADVISORY BOARD RECOMMENDATION p A (S d t p O J y 15, 2015, AR v mdd v with 9. PUBLIC NOTICE N P N q DRCITEM 2 02/20/2020 10. ENVIRONMENTAL REVIEW 11. STAFF RECOMMENDATION AND REQUIRED FINDINGS "d m y cso s z k f .g y "k Fiig,"d ,yg . my,rt,,.)hd urt a w rt F h ut e g c ok .he "Fg",,o r t (f)j.T f y g j ; kg y y Fg . F g f DR pp f : • T Og M n OM) • I f R Dg • H D O w (o y h O Dg S d O D) Th Fd pd j Bd g Fs st pprt f Fg , f e DR p j t • p j g d y g f y , g g p p , g ,q g (OMC 7 7.F.) k k b y a g x xg y .kg k 'c w R y B w, D 6 84. T g g rt n pg d p v g n rf d t rty rt z h v f r g k f g Frt , gt h r k ek f g b B B e, g 12. CONDITIONS p f : 1. e d D 6 8 Ry B . DRCITEM 3 02/20/2020 n tr ,q b C O,C t'Bg D. Fau o q s o h 7 T b ag o B D h 8.If z,j 24 p Ex of OMC 170806.T Pg B P n f o 13. ATTACHMENTS 1 Vy M 2 Pg C R N P 35-15 3 g S ff rt M b 16, 1 5 Mg 4 G S D 5.F : M MSA 20 Pf 45 I , A 9268 n:\cdd\plng\applications\design review, administrative\adr 0099-18 alliance parking deck\drc\draft drc staff report_02202020.docx DRCITEM 4 02/20/2020 Vicinity Map 3745 W. Chapman Avenue Administrative Design Review (ADR 0099-18) % WEDCM.C(HUJIDR :; ; UC/ ! i Medical Center P-1 UMU The Lampson Block Elementary at .� .<""' N s ATTACHMENT NO. 1 ADR NO. 0099-18; CHOC MEDICAL OFFICE PARKING DECK VICINITY MAP CITY OF ORANGE COMMUNITY DEVELOPMENT DEPARTMENT February 20, 2020 DRC Meeting PARKING AFG by by viw aj Si Review applications. OMC Secio 17 .08.020 establishes the reviewing bodies for various discretionary appctio d fin pojet eerminao rests 'Wit te Plnning mmisson pursuant t Se unless n e m e o wee fi e p e ac c t t WHEREAS, Major Site Plan No. 08QS .. 15 and Design i Committee No. 4790-15 fi by op e e t e e e e by e cae ic e p t e v o o Environmental Quality Act (CEQA) State CEQA Guidelines 15332 (Class 32 - e e t e tee/SMAT e i e n d e cl s m p cca July e t e ed documentati an rcomme pp it co he Design Rev w C mmitte e e we h bj ct p a t September 16 meting,and ecmee v h cd ion s.Te i ha be crporated into raft e o i a c ed t h stff p rt;ad WHEREAS, h Planning C mm ssio c utd a duly ertied blic e i o October 19,2015,w c me iet pes h pprtuiy esi fy i he n s pport of or opposition for the consruion t le e parkig ec k i e pv ad t na ATTACHMENT NO. 2 ADR NO. 0099-18; CHOC MEDICAL OFFICE PARKING DECK PLANNING COMMISSION RESO. NO. PC 35-15 February 20, 2020 DRC Meeting of8 existing two-story office based on the nigs: SECTION l - Th psd pjct is cagl xmt rm the prisin o he California Evnma Qaly n-fill Develpmnt Th n lan ig i l zoning designations and. in hat the intended use is conisent with the h is in h t n a ie less than five and is a d r h l e l e c vi e e SECTION 2 - FINDINGS General Plan 1.goals Plan. p m th i d E r by l development within a mixed use distric,replacing previously p e l e T l mixed d h h et C l the j vs e si ,xpan g th pp rtu i e s z s live,w th a y needs conveniently. The j site is also tifi a a "housing p o t y i "the H g El me .The ro e r jec g rwar h s g n e at e s a h Major Site Plan boo. h e two n o t g d wt t d e e building.r a d i n e l ma a h lins u to ee t j t pr t r rt s and m miz th vi u im e ar c.Furtherm e,he limit d heigh e parkn g l i g by . project any stgn parking deck's low profile and use the pilasters and in the two The mature landscaping along property would be its impact on properties. In green screen within openings . h pojc a s an adqu as an cicuato fo vhls and psrans.Th n-cirui as esigd o mmoe al acess p r e c ss pr s c a i r 4. o o in ss p o r T r s g r l s h pp payment a s r a c . 5. The project has been environmental project. Th ran p o c a c s e pps wk cnfs h pecrpi s nd design criteria referenced and/or recommended by the DRC or other reviewing bodyfor th project (OMC 17.10070 .G.l). o c s s s s s g p ca . 2.In any Natioa Regit he p the Interior's d Guidelines 1 0 07 . i any Na n R gs H s ri D tric suc , finding is p . 3. h h internally i e p e sig star,a d hei r qu r fi g (OM 1.1 0 070G3 . This finding is as determined by Design Review when, on 16, 2015, the the project the style and The mature along the lines d prerv h eisin its uje prprty an adjacnt oprts o mz h vua mpa f h w pakig e Furthermr h h p infill Guidelines, the new structureis) or addition are compatible with the scale, massing, orientation, and articulation of the surrounding development and will preserve or enhance .4). ty of Ong Ifill Rsidti Dsg Guilins p app SECTION 3- CONDITIONS OF APPROVAL h m p l. r h s h u y r of p and as p p p h us pp by an m r u a e S t n R i . E p i e ,ths s v d a p s pl .After a apli ,f c ang s f us h p an my b su d e mmu ty D pmt Dr a p a .I th mmu y D Direc etrmins h p h an mp pr h h a e e h d p f h p mmu D m r a p v th h t r u a o s m v w a Cmmunt Dpm designee, h m t s be d ub s De mm . r f h s r s any b m ma s i p h by City's eg . Construction p b e r o a h City D v Department's u D a i r va h p rmit. 5 uiing Permits re pul ii 2 y f t original appa. 8.Ay graffi hal mve whin 72 urs from im the City Orane a by w . n m 8 y.l on y f pp allp e i e water m as approved by the w di vision, for p public water vw h s is i i f w hty p 2 si i y ma to vi a e s y ,p l r subdivision shall be performed by city crews at the v p 'expense c a c with h f s blis by u h ci y ou il .P su m e urn pla k s ll w t m v a are nt with th fi p s an fi mast p an.T a i w m a a h p t supprsson a ccur. 14. s m f s w i e a an f f a p Permit, fm th l and Report m l l a any em Pan,f e a m m a of l a . e c w m ct o,p anch k,an p n c arg a determinedby a vis . 8.Prior o Ci y app f e s a ,th api sl i e p Wate Quality M nag an en pr p e a ds p p ar sis e wi h the proje gr n p an w p rm water fi s an other treamet M tg a i g as Page 6 of8 management for the project site, the shall notify the of or Dartment that: •Prtzes Lw Dvlm follws: mrvu runff md mnt Infin derd incue the use of prm sc s ccet d c tr,fi lantes,and ohr BMPs a •Inorp pplicbl an Strutual Control MPs as dfined i th M n l e h n t n m s c st t l on n m t and et n MP d o l m c n o D m n d I c sd m Me s recordkeeping requirements (s e k 5 yea s). I ludes op e bm e annually by pr je wn h th n n d m n c t l s c m r d h p h l o o so d e e d other measures such as cameras and blue phones may be required at the ime r e )7�7327. 22.bul g ri n d sig m m sb sa tilze n velopn srucon .ms s m n e C ED), Page 7 of8 of areas, placement of addressing, and landscaping. iane ta apply Nes"Li l hardwar,windows,ec.s q. 24. Prior to prm uan,e li h ndsape plan for e e t e l e i u a p l that provides a symbol size e n t d th l provided. esi t u u n sensor, pn l p s s e City's L e e e Ordinance n n e n i p hl wt p et plan si fo fi y an ,sti w er s vi ,e p ess o services, services, and or any r ts c i af c g b i sy appurte r v w and p h p li n s b f o th p op e p 8.Prior to i san b g perm,t h h p b wa p e e c e by f egn r h n appov by the e o builing t h v ype o s an n pe ve fo rpos ty ilin prmi c w d pp l v f e i o h h 's s a num e 13. 31 Prior o bu ld g permi s ,c u n um s al h h s x minimum r zonta cle an t ni u vert a c ar e l main ained betw n ci a ,al ,se c ,,an h u ilitis ex p h i fi i t 's ard number 113. be if shall use so as to s b arie;lig age o rrnig ea a n xe a mainained imum o 0.fnl. 34 o iuanc f ertfia u f cpany,ppt l monrate e folig o t Pb Wok Dpartm: •T ll strucl ad tetmen c est mgem c (BM)dcribed M tl a with l a a p i m P e an m f rt t f l f by t b s e t a r e f in b a o d o rt t fr Q P p p may b o sfy cni or o he issuanc a certfi a p ,p an s al sp sib f t i n of saryfire y ran fie p io rv c as termin by e de art en and wa iv I ereby c rt fy that h f r g ing e solu s O be 19,2 15,by h nn ng Comm s o City O ang by o wi g : AYES: N ES: ABSTAIN: Comm ss on G ,G g ,S & W its N C mm rr a D AGENDA DATE: To: THRU: SUBJECT: DESIGN REVIEW COMMITTEE AGENDA ITEM SEPTEMBER 16, 2015 Chair McCormack and Members of the Des:, Review Committee B SUMMARY RECOMMENDED ACTION - RECOMMENDATION TO PLANNING COMMISSION g. BACKGROUND INFORMATION Alic:Bj ,AG rty Iemes LLC Own Bj ,AF rt Iemns L py 3745 W pm A Gel l s d Oe (NO) Zni lfi Ofi (O) E D D 4 rty A c p ls 5 D NI A PUBLIC NOTICE e ENVIRONMENTAL REVIEW j s y m m A E A p E A n l e m n l v th c sti f ,0 F le l g d k.j s s m e u it Design, Review Committee Staff Report September 16, 2015 Page 2 of 4 PROJECT DESCRIPTION djc rt I t,g s ar pkig p e o e. : C:DE6084 y A C:DE6082 G I:DEW399 B Chi EXISTING SITE h 1.2 rry 25,500 SF,o fi e bu v p n . EXISTING AREA CONTEXT h rr y y d p rt the rt,R S F (-1), d rt z d U M x U (UMU) EVALUATION CRITERIA O a M p C (OMC) S 17 100 70 r DRC sh u j OMC S f : T j rn , , fl d the ee : Architectural Features • hi tur f fl y • Cr b fy t high qy o e hi y Design, Review Committee Staff Report September 16, 2015 Page 3 of 4 ANALYSIS/STATEMENT OF THE ISSUES ADVISORY BOARD RECOMMENDATION STAFF RECOMMENDATION AND REQUIRED FINDINGS (rt nmta )urt w upprt brd m e wig he g "tmte o i (f)pject. T e hs ru j.T dy y t nnot mak r p j.B g Fg and u g th DR r a f the po P nn C r . T j H D , fi ig s b ol Rg H t pps k opls t Scretr of r'Saard uls (OM 710070.2). d p j y N Rg H D.u ch, this fig 3.T dg uld omuy a ug u f a all onsiset, grd sg d nss p sifi pls,apable design stds,a qu fings (OMC 10.00 G. 3) T ue rn y n heme of x T pp r a x g sty e d T 'x B wn, H ck y B h T y u e m it a n d o j j op rt s nd Design Review Committee Staff Report September 16, 2015 Page 4 of 4 ce xg gbh (MC 17.10.07.G. 4). Cty of Og I.fi R Dg G CONDITIONS tted w p Cun v g.Sol he b b w by h Dg mm 3 p mnify ,Cy,s,agnts and any an i my b ug y aring ou y b w ,h o a g p p f v g th m b f r s an h w g a o ATTACHMENTS p gp b 6 20 c : S Ar 0 I A 9 8 City of Orange - Design Review Committee Draft Meeting Minutes for September 16, 2015 Page 5 of13 2 4 Public a p xr w t xs ty -m u'h b painted 5 . 6 y hw.p y h rcast 7 Q th p g a xg.M. 9 S o y w us t 3 ping f h gr wo d h x g e. m itt u "m xg " x h c or 33 a a h x s g. 34 • s u t k lik 35 s a p S 3 Q a r fl a 37 h . gr h l h p h paa pt 38 39 • Qs h ru a w ta n ing 0 tu . 41 • x o e h ni at 2 "".T v d due 4 rw. 44 Ga firm 5 • ug d gr 6 Wa d fi g C h gr rt 47 w City of Orange - Design Review Committee Draft Meeting Minutes for September 16, 2015 Page of13 1 2 3 6 7 9 11 13 SECOND: AYES: NOES: ABSENT: MOTION CARRIED. kg k,t th Pag mmi b th fidgs d cnditis isd Sf p wh t t : 1.Th pai w b y an tt wu b DE6084 Rxy Bw .Th s wul u h suh f h pkg sruu u h mp. 3.ndscap fi plig p turn th tt pi budg pt unce. ti.() c: ·..::; ..... � �� LI.I u c 0::: zC LI.IO LI.IN 0::: 0 UN V> 0 ZN � e- 0::: IU c, ::::, ..c QJ u. MANUFACTURING CORPORATION AMETCO MANUFACTURING CORPORATION 4326 HAMANN PARKWAY P.O. BOX 1210 WILLOUGHBY, OHIO 44096 800-321-7042 TOLL FREE PHONE: (440) 951-4300 FAX: (440) 951-2542 www.ametco.com x 0 ti .. -. !t .!!l L\ <J � -""LA BR " "X 2 QR VR 9" *D R D SZ ,O ND G COSRA. H / ] : .B D W R'S S. .O SC DRA. 4845 GROTTO DESIGN -"x 5-6"S RECD BY YR -020 www .CADdetails.com 3745 CHAPMAN AVE. LANDSCAPE CONSTRUCTION DOCUMENTSORANGE, CA3745 CHAPMAN AVE. M.O.B.GENERAL NOTESVICINITY MAPSHEET INDEX@AT℄CENTERLINE#NUMBERACASPHALTIC CONCRETECFCUBIC FOOT CLRCLEARCONCCONCRETECTRCENTERDIADIAMETERDIMDIMENSIONEJEXPANSION JOINTEQEQUALE.W.EACH WAYEX.EXISTINGFGFINISH GRADEFSFINISH SURFACEGAGAUGEGALVGALVANIZEDHORIZHORIZONTALHTHEIGHTI.D.INSIDE DIAMETERINCLINCLUDINGINVINVERT ELEVATIONL.O.W.LIMIT OF WORKMMETERMAXMAXIMUMMFRMANUFACTURERMHMANHOLEMINMINIMUMMISCMISCELLANEOUSN.A.P.NOT A PARTNCNNO COMMON NAMENICNOT IN CONTRACTNTSNOT TO SCALEO.C.ON CENTERO.D.OUTSIDE DIAMETERPLPROPERTY LINEP.A.PLANTER AREAP.I.PPOURED IN PLACERRADIUSREVREVISIONR.O.W.RIGHT OF WAYSHTSHEETSPECSPECIFICATIONSFSQUARE FOOTSQSQUARESSSTAINLESS STEELSTDSTANDARDTTRANSFORMERT.C.TOP OF CURBT.D.TOP OF DRAINT.R.TOP OF RAILINGT.S.TOP OF STEPT.W.TOP OF WALLTYPTYPICALVERTVERTICALW/WITHW.I.WROUGHT IRONWTWEIGHTSITE MAPABBREVIATIONSPROJECT TEAMOWNERPACIFIC COASTCOMMERCIAL REALESTATE CORP.505 S. MAIN ST. STE. 1001,ORANGE, CA, 92868CONTACT: DELIA CAMPBELLEMAIL: --PH: (619) 469-3600ARCHITECTMSA23112 ALCALDE DR., SUITE BLAGUNA HILLS, CA, 92653CONTACT: MICHAEL K. SCHAFEREMAIL: mschafer@msa-corp.netPH: (949) 584-5426CIVILDRC ENGINEERING160 SOUTH OLD SPRINGS RD.ANAHEIM HILLS, CA, 92808CONTACT: KENNY HOSTETLEREMAIL: khostetler@drc-eng.comPH:(714) 685-6860LANDSCAPERIDGE LANDSCAPEARCHITECTS8841 RESEARCH DR.IRVINE, CA, 92618CONTACT: ROY GUILLENEMAIL: ROY@RIDGELA.COMPH:(949) 387-1323 X 24MAINTENANCE MAINTENANCE RESPONSIBILITYA.ALL IMPROVEMENTS TO BE MAINTAINED BY PROPERTY OWNERMAINTENANCE PERIODA.ALL LANDSCAPED AREAS ARE SUBJECT TO A 90-CALENDAR DAY MINIMUM,180-CALENDAR DAYMAXIMUM, LANDSCAPE MAINTENANCE PERIOD.B.SODDED AREAS - NORMAL MAINTENANCE AND ESTABLISHMENT PERIODS.C.SEEDED AREAS - NORMAL MAINTENANCE AND ESTABLISHMENT PERIODS PLUS AN ADDITIONAL 60CALENDAR DAYS.WARRANTY PERIODSHRUBS, GROUNDCOVER, AND TURF:90 CALENDAR DAYSCANOPY TREES:1 YEARPALM TREES:2 YEARSIRRIGATION SYSTEM, INCLUDING TRENCHING:1 CALENDAR YEARPROJECTLOCATIONSHEET NO.DESCRIPTIONSCALEL0.0COVER SHEET--L1.1 - L1.2HARDSCAPE PLAN1/16" = 1'-0"L2.1 - L2.2HARDSCAPE DETAILSAS SHOWNL3.0IRRIGATION LEGEND & CALCULATIONS--L3.1IRRIGATION PLAN1/16" = 1'-0"L4.0IRRIGATION NOTESAS SHOWNL4.1 - L4.2IRRIGATION DETAILSAS SHOWNL5.1PLANTING PLAN1/16" = 1'-0"L6.1PLANTING DETAILSAS SHOWNL7.1 - L7.4LANDSCAPE SPECIFICATIONS--STATEMENT OF COMPLIANCEI HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE ORDINANCE ANDAPPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGNPLAN.JAMES J. RIDGE, LANDSCAPE ARCHITECT RLA #2809 DATE01-07-2020REV.PROFESSIONAL STAMPDATEDESCRIPTIONPA / PM:PLAN ISSUE DATESDRAWN BY:REVIEWED BY:MSA JOB NO.:RGRG19-003-for :MRMSA3745 W. Chapman Ave Development Services Planning Architecture Interiors Construction ManagmentCONSULTANTParking Structure / Lobby Core CRC Real Estate Corp. 01-10-20 - Plan Check Re-Submittal c/o PCCRE - 41 Corporate Park, #230, Irvine, CA. 92606 ORANGE, CA. 9286810-04-19OWNER REVIEWSCHEMATIC DESIGNSuite "B" www.msassociatesinc.com 23112 Alcalde Drive Laguna Hills, CA 9265305/31/2101/10/2010-09-19OWNER REVIEWSCHEMATIC DESIGN10-23-19OWNER REVIEWPROGRESS CD 11-15-19SUBMITTAL 1PLAN CHECK01-10-20RE-SUBMITTAL PLAN CHECKCOVER SHEETL0.01.VISIT SITE PRIOR TO SUBMITTING BIDS.2.VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFYLANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLANS.3.DO NOT SCALE DRAWINGS.4.ALL WORK CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODEAND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE LOCATION OF THE WORK. BUILDINGCODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OFANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE LANDSCAPEARCHITECT ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS.5.REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OFSUCH DETAIL OR DRAWINGS.6.DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BEREPORTED TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIORTO THE CONTINUATION OF THIS WORK. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALLNECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES.7.GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN ON THESE DRAWINGS AND SPECIFICATIONSUNLESS SPECIFICALLY NOTED OTHERWISE.8.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISESHOWN; THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALLSUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELDREPRESENTATIVES OF THE LANDSCAPE ARCHITECT SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVEMEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITYOF THE GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE LANDSCAPE ARCHITECT DURINGCONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH AREFURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE LANDSCAPE ARCHITECT, WHETHER OFMATERIAL OR WORK, AND WHETHER PERFORMED BEFORE, DURING OR AFTER COMPLETION OF CONSTRUCTIONARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVINGCONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE GENERALCONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.9.A PROTECTION FENCE SHALL BE CONSTRUCTED AND MAINTAINED DURING CONSTRUCTION CONFORMING TO THEREQUIREMENTS OF THE BUILDING CODE.10.MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REGULATIONS.11.THE GENERAL CONTRACTOR WARRANTS TO THE OWNER AND THE LANDSCAPE ARCHITECT THAT ALL MATERIALSAND EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL BE OF GOODQUALITY, FREE FROM FAULTS AND DEFECTS.12.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK AND/OR EQUIPMENTSUPPLIED BY THE OWNER.13.PROVIDE FACILITIES FOR THE PHYSICALLY HANDICAPPED IN ACCORDANCE WITH C.A.C. TITLE 24 AND AS REQUIREDBY THE LATEST VERSION OF THE CALIFORNIA BUILDING CODE.14.IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHERSHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE GENERAL CONTRACTOR SHALL BEAR ALLEXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK.15.PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THE ELECTRICIAN, DRAINLINESUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND/OR CONDUIT INSTALLATIONUNDER OR THROUGH HARDSCAPE ELEMENTS.16.VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK.17.IN THE CASE OF DISCREPANCIES IN THE DRAWINGS, SPECIFICATIONS TAKE PRECEDENCE OVER DETAILS, ANDDETAILS TAKE PRECEDENCE OVER PLANS.18.SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE OWNER.19.THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL TRADES ARE PROVIDED WITH CURRENT DRAWINGS ANDSPECIFICATIONS APPROVED FOR CONSTRUCTION. DO NOT ALLOW DOCUMENTS NOT APPROVED FORCONSTRUCTION TO BE USED IF SEEN ON SITE. KEEP ONE SET OF AGENCY-APPROVED STAMPED PLANS ON SITE INCASE CITY INSPECTORS REQUIRE PROOF OF CITY-APPROVED PLANS.20.REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NOADDITIONAL COST TO THE OWNER.21.LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS,ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESEITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK.22.PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT,APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS.23.NOTIFY THE CITY'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TOCOORDINATE PROJECT INSPECTION SCHEDULES.24.CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREINBEFORE BEGINNING WORK.25.CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND ARCHITECTURAL PLANS BEFORE BEGINNINGWORK.26.LANDSCAPE ARCHITECT SHALL HAVE FINAL SAY ON INTERPRETATION OF ALL INFORMATION CONTAINED IN THELANDSCAPE CONSTRUCTION DOCUMENTS, SPECIFICATIONS AND ASSOCIATED REPORTS FOR THE PROJECT.3745 CHAPMANAVE.NEW PARKING STRUCTURECHAPMAN AVEN. MANCHESTER AVE.W. SHERRINGHAM AVE.N. WOODRIDGE CIR.EXISTINGRESIDENTIALATTACHMENT NO. 5ADR NO. 0099-18; CHOC MEDICAL OFFICE PARKING DECKFINAL LANDSCAPE AND IRRIGATION PLANSFebruary 20, 2020 DRC Meeting 62P22P31P22P21P18P41P3ABBBCCCDEFPJJKOJHGLLC9W1QP5P1RP1P14BCLCLCLA LIGNA LIGNALIGNPOINT OF BEGINING11121212121314S214S2HARDSCAPE KEYNOTESSYMBOLDESCRIPTIONDETAIL REF.CONSTRUCT PEDESTRIAN RATED CONCRETE PAVINGA, L2.1CONSTRUCT VEHICULAR RATED CONCRETE PAVINGA, L2.1CONSTRUCT SAWCUT CONTRACTION JOINTB, L2.1CONSTRUCT TOOLED CONTRACTION JOINTB, L2.1CONSTRUCT SAWCUT CONSTRUCTION JOINTB, L2.1CONSTRUCT NEW TO EXISTING CONCRETE PAVINGB, L2.1CONSTRUCT CONCRETE PAVING TO CURB CONNECTIONC, L2.1FURNISH AND INSTALL DETECTABLE WARNING PAVERSD, L2.1CONSTRUCT P.I.P CONCRETE PLANTER / RETAINING WALLE, L2.1FURNISH AND INSTALL DECORATIVE COBBLEF, L2.1FURNISH AND INSTALL PREFABRICATED VEHICULAR GATE BYAMERISTAR FENCING.G-I, L2.1FURNISH AND INSTALL PREFABRICATED FENCING BYAMERISTAR FENCING.J, L2.1CONSTRUCT METAL PEDESTRIAN GATE.A-B, L2.2FURNISH AND INSTALL SITE FURNISHINGS PER SCHEDULE--1234567891011121314REFERENCE KEYNOTESA.C. PAVING PER CIVIL ENGINEER'S PLANS.CONCRETE CURB PER CIVIL ENGINEER'S PLANS.PAVEMENT STRIPING PER CIVIL ENGINEER'S PLANS.ACCESSIBLE CURB RAMP PER CIVIL ENGINEER'S PLANS.LIGHT FIXTURE PER ELECTRICAL ENGINEER'S PLANS.ON SITE UTILITIES PER CIVIL ENGINEER'S PLANSCONCRETE STEPS AND HANDRAILS PER CIVIL ENGINEER'S PLANS.CONCRETE RAMP AND HARDSCAPE PER CIVIL ENGINEER'S PLANS.FENCING AND GATES PER ARCHITECT'S PLAN.EXISTING CONCRETE PAVING TO REMAIN.EXISTING ASPHALT TO REMAIN.EXISTING CURB TO REMAIN.EXISTING UTILITY STRUCTURE TO REMAIN.FENCING AND GATES PER ARCHITECT'S PLAN.EXISITING LOW RETAINING WALL TO REMAIN.EXISTING TRASH ENCLOSURE TO REMAIN.TILE PAVING PER ARCHITECT'S PLANS.EXISTING METAL GRATE TO REMAIN.ABCDEFGHIJKLMNOPQRPAVING SCHEDULESYMBOLKEYDESCRIPTIONMFR. / SUPPLIERCOLORFINISHJOINTSCOMMENTSCONCRETE PAVINGTYPE 1--NATURAL GRAYMEDIUM BROOMPERPENDICULARTO WALK EDGETOOLEDCONTRACTION &TOOLEDCONSTRUCTION--CONCRETE PAVINGTYPE 2PED: 3000 PSIVEH: 4200 PSI--NATURAL GRAYTOPCAST 05 BYGRACE; HLQ-125SEALER BY SINAKSAWCUTCONTRACTION &SAWCUTCONSTRUCTION--CONCRETE PAVINGTYPE 3PED: 3000 PSIVEH: 4200 PSIDAVIS COLORS(844) 341-4780GRAPHITE 8084TOPCAST 05 BYGRACE; HLQ-125SEALER BY SINAKSAWCUTCONTRACTION &SAWCUTCONSTRUCTION--PRECASTDETECTABLEWARNING PAVERSTECTURADESIGNS12" SQ.DETECTABLEWARNING ADAPAVERSA-110STANDARD----PORCELAIN TILETO MATCH EXISTING LOBBY INTERIORDECORATIVECOBBLESOUTHWESTBOULDER &STONE (877)792-7625BUFF BEACHCOBBLE----1" - 3" DIA. COBBLENOTES:A. CONTRACTOR SHALL PREPARE MOCK-UPS FOR PAVING. SEE 'MOCK-UP REQUIREMENTS', SHEET L0.0.B. PROVIDE AN ISOLATION JOINT WHERE PAVING ABUTS VERTICAL SURFACES SUCH AS BUILDINGS, WALLS, STEPS, OR, AS NOTED IN THESEDRAWINGS.P1P2P3P4P5P6SITE FURNISHINGS SCHEDULESYMBOLKEYDESCRIPTIONMFR. / SUPPLIERMODELCOLORFINISHMOUNTINGCOMMENTSQTY.ROUNDDINING TABLEAND CHAIRSLANDSCAPE FORMS(800) 430-620935 MINGLETABLE- BACKED4 SEAT & 3 SEATSTORMCLOUDPOWDER COATSURFACESEAT PANELS:BACKED SEAT WITHPERFORATEDMETAL.TABLE TOP: STEELHEAD SOLID.UMBRELLA HOLE:YES3-SEAT: 14-SEAT: 1TRASHRECEPTACLELANDSCAPE FORMS(800) 430-6209SCARBOROUGH30 GALLON -STRAP DETAIL -SIDE OPENING.STORMCLOUDPOWDER COATSURFACEWITH ASH PAN1NOTE: SITE FURNISHINGS ARE LONG LEAD ITEMS. CONTRACTOR IS TO ACCOUNT FOR LEAD TIME IN THE CONSTRUCTION SCHEDULE.S1S2WALL SCHEDULESYMBOLKEYDESCRIPTIONMFR. / SUPPLIERCOLORFINISHCOMMENTSPLANTER WALL-TO MATCHEXISTINGTO MATCHARCHITECTURECONTRACTION JOINTS ASSHOWNNOTES:A. CONTRACTOR SHALL PREPARE MOCK-UPS FOR WALLS. SEE 'MOCK-UP REQUIREMENTS', SHEET L0.0.B. PROVIDE AN ISOLATION JOINT WHERE PAVING ABUTS VERTICAL SURFACES SUCH AS BUILDINGS, WALL, STEPS, OR, AS NOTED IN THESEDRAWINGS.W1SYMBOL LEGENDSYMBOLDESCRIPTIONDOWELEDCONSTRUCTIONJOINTCONTRACTIONJOINTPLANTING AREALAYOUT NOTES:A.REFER TO HARDSCAPE PLAN FOR MATERIALS,FINISHES, AND SITE FURNISHINGS SCHEDULE.LAYOUT LEGENDSYMBOLDESCRIPTIONPOINT OF BEGINNING (P.O.B.)BASELINECENTER POINTALIGN EDGESCENTER LINEPERPENDICULAR12131P112℄℄ ℄REV.PROFESSIONAL STAMPDATEDESCRIPTIONPA / PM:PLAN ISSUE DATESDRAWN BY:REVIEWED BY:MSA JOB NO.:RGRG19-003-for :MRMSA3745 W. Chapman Ave Development Services Planning Architecture Interiors Construction ManagmentCONSULTANTParking Structure / Lobby Core CRC Real Estate Corp. 01-10-20 - Plan Check Re-Submittal c/o PCCRE - 41 Corporate Park, #230, Irvine, CA. 92606 ORANGE, CA. 9286810-04-19OWNER REVIEWSCHEMATIC DESIGNSuite "B" www.msassociatesinc.com 23112 Alcalde Drive Laguna Hills, CA 9265305/31/2101/10/2010-09-19OWNER REVIEWSCHEMATIC DESIGN10-23-19OWNER REVIEWPROGRESS CD 11-15-19SUBMITTAL 1PLAN CHECK01-10-20RE-SUBMITTAL PLAN CHECKHARDSCAPEPLANL1.13745 W. CHAPMAN AVE.NEW PARKING STRUCTUREFOR HARDSCAPE DETAILS - SEE SHEET L2.1 - L2.2FOR LANDSCAPE SPECIFICATIONS - SEE SHEETS L7.1 - L7.4SCALE:BAREA 'B'1/8"=1'-0"KEYMAP SCALE N.T.S.3745CHAPMAN AVE.CHAPMAN AVE.N. MANCHESTER AVE.W. SHERRINGHAM AVE.N. WOODRIDGE CIR.AREA 'B'SCALE:AAREA 'A'1/8"=1'-0"AREA 'A' HARDSCAPE KEYNOTESSYMBOLDESCRIPTIONDETAIL REF.CONSTRUCT PEDESTRIAN RATED CONCRETE PAVINGA, L2.1CONSTRUCT VEHICULAR RATED CONCRETE PAVINGA, L2.1CONSTRUCT SAWCUT CONTRACTION JOINTB, L2.1CONSTRUCT TOOLED CONTRACTION JOINTB, L2.1CONSTRUCT SAWCUT CONSTRUCTION JOINTB, L2.1CONSTRUCT NEW TO EXISTING CONCRETE PAVINGB, L2.1CONSTRUCT CONCRETE PAVING TO CURB CONNECTIONC, L2.1FURNISH AND INSTALL DETECTABLE WARNING PAVERSD, L2.1CONSTRUCT P.I.P CONCRETE PLANTER / RETAINING WALLE, L2.1FURNISH AND INSTALL DECORATIVE COBBLEF, L2.1FURNISH AND INSTALL PREFABRICATED VEHICULAR GATE BYAMERISTAR FENCING.G-I, L2.1FURNISH AND INSTALL PREFABRICATED FENCING BYAMERISTAR FENCING.J, L2.1CONSTRUCT METAL PEDESTRIAN GATE.A-B, L2.2FURNISH AND INSTALL SITE FURNISHINGS PER SCHEDULE--1234567891011121314REFERENCE KEYNOTESA.C. PAVING PER CIVIL ENGINEER'S PLANS.CONCRETE CURB PER CIVIL ENGINEER'S PLANS.PAVEMENT STRIPING PER CIVIL ENGINEER'S PLANS.ACCESSIBLE CURB RAMP PER CIVIL ENGINEER'S PLANS.LIGHT FIXTURE PER ELECTRICAL ENGINEER'S PLANS.ON SITE UTILITIES PER CIVIL ENGINEER'S PLANSCONCRETE STEPS AND HANDRAILS PER CIVIL ENGINEER'S PLANS.CONCRETE RAMP AND HARDSCAPE PER CIVIL ENGINEER'S PLANS.FENCING AND GATES PER ARCHITECT'S PLAN.EXISTING CONCRETE PAVING TO REMAIN.EXISTING ASPHALT TO REMAIN.EXISTING CURB TO REMAIN.EXISTING UTILITY STRUCTURE TO REMAIN.FENCING AND GATES PER ARCHITECT'S PLAN.EXISITING LOW RETAINING WALL TO REMAIN.EXISTING TRASH ENCLOSURE TO REMAIN.TILE PAVING PER ARCHITECT'S PLANS.EXISTING METAL GRATE TO REMAIN.ABCDEFGHIJKLMNOPQRPAVING SCHEDULESYMBOLKEYDESCRIPTIONMFR. / SUPPLIERCOLORFINISHJOINTSCOMMENTSCONCRETE PAVINGTYPE 1--NATURAL GRAYMEDIUM BROOMPERPENDICULARTO WALK EDGETOOLEDCONTRACTION &TOOLEDCONSTRUCTION--CONCRETE PAVINGTYPE 2PED: 3000 PSIVEH: 4200 PSI--NATURAL GRAYTOPCAST 05 BYGRACE; HLQ-125SEALER BY SINAKSAWCUTCONTRACTION &SAWCUTCONSTRUCTION--CONCRETE PAVINGTYPE 3PED: 3000 PSIVEH: 4200 PSIDAVIS COLORS(844) 341-4780GRAPHITE 8084TOPCAST 05 BYGRACE; HLQ-125SEALER BY SINAKSAWCUTCONTRACTION &SAWCUTCONSTRUCTION--PRECASTDETECTABLEWARNING PAVERSTECTURADESIGNS12" SQ.DETECTABLEWARNING ADAPAVERSA-110STANDARD----PORCELAIN TILETO MATCH EXISTING LOBBY INTERIORDECORATIVECOBBLESOUTHWESTBOULDER &STONE (877)792-7625BUFF BEACHCOBBLE----1" - 3" DIA. COBBLENOTES:A. CONTRACTOR SHALL PREPARE MOCK-UPS FOR PAVING. SEE 'MOCK-UP REQUIREMENTS', SHEET L0.0.B. PROVIDE AN ISOLATION JOINT WHERE PAVING ABUTS VERTICAL SURFACES SUCH AS BUILDINGS, WALLS, STEPS, OR, AS NOTED IN THESEDRAWINGS.P1P2P3P4P5P6SITE FURNISHINGS SCHEDULESYMBOLKEYDESCRIPTIONMFR. / SUPPLIERMODELCOLORFINISHMOUNTINGCOMMENTSQTY.ROUNDDINING TABLEAND CHAIRSLANDSCAPE FORMS(800) 430-620935 MINGLETABLE- BACKED4 SEAT & 3 SEATSTORMCLOUDPOWDER COATSURFACESEAT PANELS:BACKED SEAT WITHPERFORATEDMETAL.TABLE TOP: STEELHEAD SOLID.UMBRELLA HOLE:YES3-SEAT: 14-SEAT: 1TRASHRECEPTACLELANDSCAPE FORMS(800) 430-6209SCARBOROUGH30 GALLON -STRAP DETAIL -SIDE OPENING.STORMCLOUDPOWDER COATSURFACEWITH ASH PAN1NOTE: SITE FURNISHINGS ARE LONG LEAD ITEMS. CONTRACTOR IS TO ACCOUNT FOR LEAD TIME IN THE CONSTRUCTION SCHEDULE.S1S2WALL SCHEDULESYMBOLKEYDESCRIPTIONMFR. / SUPPLIERCOLORFINISHCOMMENTSPLANTER WALL-TO MATCHEXISTINGTO MATCHARCHITECTURECONTRACTION JOINTS ASSHOWNNOTES:A. CONTRACTOR SHALL PREPARE MOCK-UPS FOR WALLS. SEE 'MOCK-UP REQUIREMENTS', SHEET L0.0.B. PROVIDE AN ISOLATION JOINT WHERE PAVING ABUTS VERTICAL SURFACES SUCH AS BUILDINGS, WALL, STEPS, OR, AS NOTED IN THESEDRAWINGS.W1SYMBOL LEGENDSYMBOLDESCRIPTIONDOWELEDCONSTRUCTIONJOINTCONTRACTIONJOINTPLANTING AREA2208212019181716151413121110090706050403020110P6LAYOUT NOTES:A.REFER TO HARDSCAPE PLAN FOR MATERIALS,FINISHES, AND SITE FURNISHINGS SCHEDULE.LAYOUT LEGENDSYMBOLDESCRIPTIONPOINT OF BEGINNING (P.O.B.)BASELINECENTER POINTALIGN EDGESCENTER LINEPERPENDICULARREV.PROFESSIONAL STAMPDATEDESCRIPTIONPA / PM:PLAN ISSUE DATESDRAWN BY:REVIEWED BY:MSA JOB NO.:RGRG19-003-for :MRMSA3745 W. Chapman Ave Development Services Planning Architecture Interiors Construction ManagmentCONSULTANTParking Structure / Lobby Core CRC Real Estate Corp. 01-10-20 - Plan Check Re-Submittal c/o PCCRE - 41 Corporate Park, #230, Irvine, CA. 92606 ORANGE, CA. 9286810-04-19OWNER REVIEWSCHEMATIC DESIGNSuite "B" www.msassociatesinc.com 23112 Alcalde Drive Laguna Hills, CA 9265305/31/2101/10/2010-09-19OWNER REVIEWSCHEMATIC DESIGN10-23-19OWNER REVIEWPROGRESS CD 11-15-19SUBMITTAL 1PLAN CHECK01-10-20RE-SUBMITTAL PLAN CHECKHARDSCAPEPLANL1.23745 W. CHAPMAN AVE.BELOW GRADE PARKINGFOR HARDSCAPE DETAILS - SEE SHEET L2.1 - L2.2FOR LANDSCAPE SPECIFICATIONS - SEE SHEETS L7.1 - L7.4HARDSCAPE NOTES1.VISIT THE SITE PRIOR TO SUBMITTING BIDS.2.SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TOREACH THE SATISFACTORY GROUND LEVEL.3.VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK.4.CONCRETE PAVING JOINTS INCLUDE THREE BASIC JOINT TYPES: CONTRACTION, DOWELED CONSTRUCTION, ANDISOLATION. SEE HARDSCAPE DETAILS FOR ADDITIONAL INFORMATION. PROVIDE DOWELED CONSTRUCTION JOINTSBETWEEN DIFFERENT PAVING TYPES, CHANGES IN DIRECTION, 50-FEET ON-CENTER FOR LINEAR WALKS, END OF DAYPOURS, OR WHERE SPECIFICALLY INDICATED ON THE PLANS.5.PROVIDE AN ISOLATION JOINT WHERE CONCRETE PAVING ABUTS A VERTICAL SURFACE SUCH AS BUILDINGS, WALLS,STEPS, ETC. SEE HARDSCAPE DETAILS FOR ADDITIONAL INFORMATION.6.SUBMIT A "PAVING JOINT AND POUR SEQUENCE PLAN" TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TOINSTALLING CONCRETE PAVING. THIS PLAN SHOULD CLEARLY INDICATE CONTRACTOR'S PROPOSED CONCRETE POURSEQUENCE WITH JOINT LOCATIONS TO INCLUDE CONTRACTION, DOWELED CONSTRUCTION, AND ISOLATION JOINTS. PLANTO ALSO CONFIRM JOINT TYPE WHETHER HAND-TOOLED OR SAW CUT.7.USE PIERI "FACE-OFF" BY WR GRACE, OR APPROVED EQUAL, TO PREVENT PERMANENT CEMENTITIOUS STAINING ONADJACENT HARDSCAPE ELEMENTS WHEN PLACING CONCRETE.8.REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONALCOST TO THE OWNER.9.VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THELANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN.10.REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THELANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OFTHIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWNDISCREPANCIES.11.LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THEOWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR ORREPLACEMENT.12.COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE, CURRENT EDITION OF THE ADA STANDARDS FORACCESSIBLE DESIGN, AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OFTHE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THERESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THELANDSCAPE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THEDRAWINGS.13.LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC., AREAPPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFEREWITH THE PROPER EXECUTION OF WORK.14.VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH GEOTECHNICAL SOILS REPORT IN REGARD TOITEMS SUCH AS SUB-BASE PREPARATION, PRE-SATURATION, SOIL COMPACTION, REINFORCING, SLAB THICKNESS, SLABJOINTING/DOWELING AND FOOTING REQUIREMENTS. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY IF GEOTECHNICALSOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE GEOTECHNICAL SOILS REPORT RECOMMENDATIONS,IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE.15.BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING,PIPING AND / OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS.16.LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BEVERIFIED BY LANDSCAPE ARCHITECT ON SITE.17.DO NOT SCALE DRAWINGS.18.PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW ANDAPPROVAL PRIOR TO APPLYING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTALREQUIREMENTS.19.PROVIDE A MOCK-UP OF EACH HARDSCAPE ELEMENT. ITEMS TO INCLUDE, BUT ARE NOT LIMITED TO PAVING AND WALLTYPES NOTED IN THE COLOR AND FINISH SCHEDULES. SAMPLES TO BE PLACED IN A LOCATION SPECIFIED BY THE OWNER'SAUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TOINSTALLATION. REFER TO MOCK-UP REQUIREMENTS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.20.WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND 1-1/2" IN GROUND COVER /SHRUB AREAS, UNLESS OTHERWISE INDICATED.21.PROJECT WALKS SHALL NOT EXCEED A SLOPE OF 1:20 (5% GRADIENT) UNLESS OTHERWISE INDICATED.22.ACCESSIBLE RAMPS SHALL NOT EXCEED 1:12 OR 8.33%.23.PLANTER AREAS SHALL NOT EXCEED 2:1 SLOPE UNLESS OTHERWISE INDICATED.24.HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATED.25.CONSTRUCT ALL CURVE TO CURVE AND CURVE TO TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM.26.CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS, UNLESS OTHERWISEINDICATED.27.ALL CONCRETE PAVING BANDS AND CONCRETE CAPS SHALL HAVE CONTROL JOINTS AT 5'-0" ON CENTER MAXIMUM UNLESSNOTED OTHERWISE ON THE PLANS. ALL WALLS SHALL HAVE CONTROL JOINTS AT 20'-0" O.C. MAXIMUM UNLESS NOTEDOTHERWISE ON THE PLANS.28.PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES,FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS.29.PRIOR TO INSTALLING ABOVE-GRADE DEVICES SUCH AS IRRIGATION VALVE BOXES, GATE VALVES, BASKET STRAINERS,FLOW SENSORS, BACKFLOW ASSEMBLIES, CONTROLLERS, QUICK COUPLERS, JUNCTION/ PULL BOXES, GFCI'S,TRANSFORMERS, SIGNS, GAS METERS, UTILITY VAULTS, LIGHT FIXTURES, CLEAN-OUTS, DRAINS, MANHOLES, PIV'S, FDC'S,AND WATER METERS, PLACE A WOOD STAKE IN PROPOSED LOCATIONS WITH DEVICE CLEARLY LABELED ON STAKE INBLACK INK. OBTAIN LANDSCAPE ARCHITECT'S OR IRRIGATION DESIGNER'S APPROVAL OF STAKED LOCATIONS PRIOR TOINSTALLING DEVICES.30.DO NOT INSTALL DEVICES SUCH AS CLEAN-OUTS, VALVE BOXES, GATE VALVES, ETC. IN PAVED AREAS WHEN INSTALLINGTHEM IN AN ADJACENT PLANTER IS POSSIBLE. IF THIS CANNOT BE ACHIEVED, CONTACT LANDSCAPE ARCHITECT FORRESOLUTION.31.INSTALL INTERSECTING ELEMENT AT 90 DEGREES UNLESS NOTED OTHERWISE ON PLANS.MOCK-UP REQUIREMENTS1.HARDSCAPE PAVING - PROVIDE (1) 4' x 4' SQUARE MOCK-UP FOR EACH PAVING TYPE NOTED IN THE COLOR ANDFINISH SCHEDULE. EACH MOCK-UP TO INCLUDING THE SPECIFIED COLOR, FINISH, AN EXAMPLE OF EACH JOINTINGTYPE NOTED IN THE CONSTRUCTION KEYNOTES AND DETAILS, AND SPECIFIED SEALER. IN PLACE MOCK-UPS WILLNOT BE ACCEPTED.2.MOCK-UP LEAD TIMES - BE AWARE OF POSSIBLE LEAD TIMES FOR ITEMS SUCH AS BUT NOT LIMITED TO PRE-CASTCONCRETE PAVERS. SIMILAR COLORS AND SIZES WILL NOT BE ACCEPTED AS A MOCK-UP REVIEW.3.HARDSCAPE ELEMENTS - PROVIDE A PHYSICAL SAMPLE OF SPECIFIED MATERIALS (COLOR, FINISH, AND SEALER) TOTHE OWNER AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACING ORDER. ITEMS SUCH ASBUT NOT LIMITED TO PRE-CAST CONCRETE ELEMENTS, INDICATED WOOD SAMPLES, AND OTHER SITE FURNISHINGMATERIALS.4.WALLS - PROVIDE (1) 3' TALL BY 3' LONG BY 8" WIDE MOCK-UP FOR EACH WALL TYPE NOTED IN THE WALL SCHEDULE.EACH MOCK-UP TO INCLUDING THE SPECIFIED COLOR, FINISH, JOINTING, EDGING, CAP (AS NOTED INCONSTRUCTION KEYNOTES AND DETAILS), AND SPECIFIED SEALER.5.MOCK-UPS TO BE PROTECTED ON-SITE THROUGHOUT THE DURATION OF THE CONSTRUCTION SCHEDULE.6.REMOVE MOCK-UPS AT COMPLETION OF CONSTRUCTION WHEN DIRECTED BY THE OWNER OR LANDSCAPEARCHITECT.7.SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. LEGEND:1.P.I.P. CONCRETE WALL - SEE WALL SCHEDULE FOR COLOR AND FINISH.2.1/4" RADIUS ON EDGES, TYP.3.1/8" WIDE BY 2" DEEP CONTRACTION JOINT - SEE HARDSCAPE PLAN FOR LOCATION AND JOINT TYPE.4.SLOPE TOP OF WALL AT 1% MIN. TOWARDS ADJACENT PLANTER AREA IF APPLICABLE.5.90% COMPACTED SUBGRADE - VERIFY REQUIREMENTS WITH GEOTECHNICAL SOILS REPORT.6.CONTINUOUS CONCRETE FOOTING.7.#4 BARS 12" O.C. BOTH WAYS.8.#4 VERTICAL BARS AT 12" O.C. WITH STD. HOOKS AT END.9.#4 HORIZONTAL BARS AT 12" O.C.10.ISOLATION JOINT - SEE DETAIL B, SHEET L3.1.11.ADJACENT PAVING WHERE APPLICABLE - SEE HARDSCAPE PLAN FOR COLOR AND FINISH.12.WATER PROOFING AT PLANTER SIDE OF WALL TO INCLUDE:·MASTIC SEAL AT TERMINATION OF WATERPROOF MEMBRANE.·FLASHING STRIP - BITHUTANE, OR EQUAL.·PROTECTION BOARD OVER WATERPROOF MEMBRANE.·WATERPROOF MEMBRANE.·SEE SPECIFICATION FOR ADDITIONAL INFORMATION.13.MIRAFI 140N FILTER GEOTEXTILE WRAP - WRAP TO RUN CONTINUOUS ALONG ENTIRE FOOTING.14.3/4" CRUSHED DRAIN ROCK.15.4" SCHEDULE 40 PERFORATED DRAINLINE INSTALLED WITH PERFORATION DOWN. 1% MIN. GRADIENT FLOW TO ENDOF WALL. CONNECT TO ADJACENT AREA DRAIN.16.1/3 THE WALL HEIGHT.17.SLOPE FINISH GRADE 2% TOWARDS DRAIN.18.BLACK ATRIUM STYLE DRAIN GRATE.19.DRAINAGE CONNECTION SIZE PER CIVIL DRAWINGS.NOTES:A.REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. VERIFYAND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT AND STRUCTURAL ENGINEER'SSHEETS.B.PROVIDE MOCK-UP PER SPECIFICATIONS.123456789101112131415161718191LEGEND:1.STABILIZED DECOMPOSED GRANITE - SEE HARDSCAPE SHEETS FOR COLOR & SUPPLIER.2.SINGLE LAYER OF MIRAFI 140N FILTER FABRIC SOIL SEPARATOR. WRAP FABRIC UP VERTICALEDGES MINIMUM OF 2" AND SECURE WITH SOIL STAPLES AT 18" O.C. TO PREVENT VERTICALMOVEMENT. OVERLAP SPLICES 12" MINIMUM.3.90% COMPACTED SUBGRADE - VERIFY WITH REQUIREMENMTS NOTED IN THE GEOTECHNICALSOILS REPORT.4.BUILDING / WALL EDGE.5.FINISH SURFACE AT PAVING AREA.6.PROVIDE 1/4" MAX. ELEVATION CHANGE BETWEEN PAVING AND COBBLE.NOTES:A.APPLY PRE-EMERGENT HERBICIDE, PER MANUFACTURER'S SPECIFICATIONS, TO SOIL SURFACEBELOW ALL AREAS TO RECEIVE COBBLE PRIOR TO INSTALLATION OF FILTER FABRIC.23567128946101275CL 11131021477LEGEND:1.PREFABRICATED METAL SLIDING GATE BYAMERISTAR FENCING. SEE DETAIL 'G' SHEETL2.1.2.PREFABRICATED METAL FENCING BYAMERISTAR FENCING. SEE DETAIL 'J' SHEETL2.1.3.GATE LATCH PER AMERISTAR FENCING. SEEDETAIL 'G' SHEET L2.1.4.GATE ROLLER BY AMERISTAR FENCING. SEEDETAIL 'G' SHEET L2.15.PREFABRICATED 'V' TRACK BY AMERISTARFENCING. INSTALL PER MFG.RECOMMENDATIONS. SEE DETAIL 'G' SHEETL2.16.ADJACENT FINISH GRADE.7.6" WIDE CONCRETE CURB PER CIVILENGINEER'S PLANS.8.CONTINUOUS P.I.P. CONCRETE ROLLERTRACK PAD.9.4"x4"x1/4" THICK HSS ROLLER GUIDE POST.10.HEAVY DUTY COMMERCIAL RATED GATEOPERATOR AND MOUNTING PAD PERMANUFACTURER'S RECOMMENDATIONS.11.HEAVY DUTY COMMERCIAL RATED DETECTIONLOOP.12.NEW PARKING STRUCTURE BUILDING.13.GATE TO LATCH ON INTERIOR SIDE OF POST.14.METAL PEDESTRIAN GATE. SEE DETAIL 'A'SHEET L2.2.15.EXISTING ASPHALT PAVING.16.ADJACENT CONCRETE PAVING. SEE DETAIL 'A'SHEET L2.1NOTES:A.GATE INSTALLATION SHALL INCLUDE REMOTEKEY RECEIVER UNIT (POLE-MOUNTED),SUB-GRADE CENTER LOOP AND EXIT LOOPSAND AN EMERGENCY RELEASE SYSTEM, ALLBY ELITE ACCESS SYSTEMS, (949) 580-1700,INSTALLED PER MANUFACTURER'SSPECIFICATIONS.B.GATE POST AND FOOTING DIMENSIONS AREINCLUDED FOR BID PURPOSES ONLY. FINALDIMENSIONS ARE TO BE INDICATED ON THESHOP DRAWINGS BASED UPON APPROPRIATEREVIEW FOR STRUCTURAL INTEGRITY.C.REFER TO MANUFACTURER'S INSTALLATIONSPECIFICATIONS FOR GATE ARMATTACHMENT AND SWING GATE OPERATORINSTALLATION.D.ACCESS GATES SHALL BE APPROVED PRIORTO INSTALLATION AND SHALL BE OPERABLEWITH A KNOX KEY APPROVED BY LOCAL FIREAUTHORITY REGULATIONS.E.SEE DETAIL A, L2.2 FOR ADDITIONAL NOTESF.CONTRACTOR TO PROVIDE SHOP DRAWINGSFOR LANDSCAPE ARCHITECT APPROVALPRIOR TO INSTALLING WORKAAI,L2.131516BBI,L2.114LEGEND:1.PREFABRICATED METAL SLIDING GATE BYAMERISTAR FENCING. SEE DETAIL 'G' SHEETL2.1.2.PREFABRICATED GATE ROLLER BY AMERISTARFENCING. SEE DETAIL 'G' SHEET L2.13.PREFABRICATED 'V' TRACK BY AMERISTARFENCING. INSTALL PER MFG.RECOMMENDATIONS. SEE DETAIL 'G' SHEET L2.14.ADJACENT FINISH GRADE.5.6" WIDE CONCRETE CURB PER CIVIL ENGINEER'SPLANS.6.CONTINUOUS P.I.P. CONCRETE ROLLER TRACKPAD.7.(8) #5 BARS VERTICAL WITH # 4 TIES 9" O.C.8.4"x4"x1/4" THICK HSS ROLLER GUIDE POST.9.GALVANIZED 'L' BAR @ 12" O.C. WELDED TOSTEEL ANGLE.10.CONCRETE CAISSON FOOTING (4000 PSI).11.(3) # 4 TIES WITHIN TOP 6" OF FOOTING12.95% COMPACTED SUBGRADE - VERIFY WITHREQUIREMENTS NOTED IN THE GEOTECHNICALSOILS REPORT.13.#4 BARS @ 12" O.C. BOTHWAYS14.ISLOLATION JOINT. SEE DETAIL 'B' SHEET L2.1.NOTES:A.GATE POST AND FOOTING DIMENSIONS AREINCLUDED FOR BID PURPOSES ONLY. FINALDIMENSIONS ARE TO BE INDICATED ON THESHOP DRAWINGS BASED UPON APPROPRIATEREVIEW FOR STRUCTURAL INTEGRITY.B.ACCESS GATES SHALL BE APPROVED PRIOR TOINSTALLATION AND SHALL BE OPERABLE WITH AKNOX KEY APPROVED BY LOCAL FIREAUTHORITY REGULATIONS.C.SEE DETAIL A, L2.2 FOR ADDITIONAL NOTES.238561071291311SECTION AA:SECTION BB:54691331REV.PROFESSIONAL STAMPDATEDESCRIPTIONPA / PM:PLAN ISSUE DATESDRAWN BY:REVIEWED BY:MSA JOB NO.:RGRG19-003-for :MRMSA3745 W. Chapman Ave Development Services Planning Architecture Interiors Construction ManagmentCONSULTANTParking Structure / Lobby Core CRC Real Estate Corp. 01-10-20 - Plan Check Re-Submittal c/o PCCRE - 41 Corporate Park, #230, Irvine, CA. 92606 ORANGE, CA. 9286810-04-19OWNER REVIEWSCHEMATIC DESIGNSuite "B" www.msassociatesinc.com 23112 Alcalde Drive Laguna Hills, CA 9265305/31/2101/10/2010-09-19OWNER REVIEWSCHEMATIC DESIGN10-23-19OWNER REVIEWPROGRESS CD 11-15-19SUBMITTAL 1PLAN CHECK01-10-20RE-SUBMITTAL PLAN CHECKSCALE: 1-1/2" = 1'-0"CONCRETE PAVINGASCALE: 1-1/2"=1'-0"CONCRETE PAVING JOINTSBSCALE: 3" = 1'-0"CONCRETE PAVING AT CURB CONNECTIONCSCALE: 1-1/2" = 1'-0"DETECTABLE WARNING PAVERSDHARDSCAPEDETAILSL2.1LEGEND:1.CONCRETE PAVING - SEE HARDSCAPE SHEETS FOR COLOR AND FINISH.2.PAVING THICKNESS:PEDESTRIAN RATED: 4"VEHICULAR RATED: 6"3.REINFORCING AT PAVING:PEDESTRIAN RATED: #4 BARS AT 24" O.C. BOTH WAY, CENTER IN SLAB.VEHICULAR RATED: #4 BARS AT 18" O.C. BOTH WAYS, CENTER IN SLAB4.FINISH GRADE.5.90% COMPACTED SUBGRADE - VERIFY WITH REQUIREMENTS NOTED IN THEGEOTECHNICAL SOILS REPORT.6.1/4" TOOLED RADIUS ON EDGED TYPICAL.NOTES:A.PAVING THICKNESS, BASE PREPARATION, AND REINFORCING ARE SHOWN FOR BIDPURPOSES ONLY. VERIFY WITH REQUIREMENTS NOTED IN THE GEOTECHNICALSOILS REPORT.B.PROVIDE MOCK-UP PER MOCK-UP NOTES AND SPECIFICATIONS.C.SEAL EXPOSED PORTIONS OF CONCRETE PAVING PER SPECIFICATIONS.D.ENSURE THAT NO CONCRETE SLURRY STAINS BOND WITH EXISTING PAVING - USEPIERI "FACE-OFF", OR SIMILAR PRODUCT, TO ELIMINATE SLURRY STAINS ONADJACENT SURFACES.124536LEGEND:1.CONCRETE PAVING - SEE HARDSCAPE SHEETS FOR COLOR AND FINISH.2.3/16" WIDE (MAX.) SAWCUT JOINT - CUT TO 1/4 THE DEPTH OF SLAB. PROVIDE 1/8" WIDE(MAX.) BY 1" DEEP TOOLED PRE-SCORE JOINT AT PAVING JOINTS BEFORE SAW CUTTING.3.9" LONG PLASTIC "SPEED DOWEL" WITH 5/8" DIAMETER BY 18" LONG SMOOTH STEELDOWELS AT 30" O.C.4.3/16" WIDE (MAX.) TOOLED JOINT WITH 1/8" RADIUS ON EDGES - CUT TO 1/4 DEPTH OF SLAB.5.REBAR - SEE DETAIL "B", THIS SHEET.6.2-PART COLORED POLYURETHANE SEALANT - SEE SPECIFICATIONS. APPLY SILICA #30GRADE SAND TO SURFACE OF SEALANT WHILE STILL TACKY.7.1/4" THICK POLYFOAM BACKER MATERIAL WITH "ZIP-STRIP" TOP - SPRAY GLUE TO SIDE OFPOUR.8.FIXED VERTICAL EDGE, I.E. WALL, COLUMN, THRESHOLD, STEPS, CURB, OR BUILDING SLAB.9.COLD JOINT.10.1/8" TOOLED RADIUS ON EDGES.11.#4x18" LONG SMOOTH STEEL DOWELS AT 30" O.C. DRILLED AND EPOXIED WITH SIMPSON"SET 22" EPOXY INTO EXISTING CONCRETE PAVING - MIN. 3" EMBED. STEEL DOWELS TO BESAWCUT TO LENGTH, NOT SHEARED.12.EXISTING CONCRETE PAVING.NOTES:A.ENSURE THAT NO CONCRETE SLURRY STAINS BOND WITH EXISTING PAVING - USE PIERI"FACE-OFF", OR SIMILAR PRODUCT, TO ELIMINATE SLURRY STAINS ON ADJACENTSURFACES.B.SUBMIT SEALANT COLOR SMAPLES FOR APPROVAL PRIOR TO INSTALLATION OF ISOLATIONJOINT.C.PRE-TOOL JOINTS AS SOON AS SLAB CAN BE TOOLED.D.CLEAN AND SEAL CONCRETE PAVING PER SPECIFICATION PRIOR TO FINAL APPROVAL.CONTRACTION JOINT (SAWCUT)DOWELED CONSTRUCTION JOINT(SAWCUT)CONTRACTION JOINT (TOOLED)NEW TO EXISTING PAVING CONNECTIONDOWELED CONSTRUCTION JOINT(TOOLED)ISOLATION JOINT125123514515109111253410167815POUR 'A'POUR 'B'POUR 'A'POUR 'B'16LEGEND:1.CONCRETE PAVING - SEE HARDSCAPE SHEETS FOR COLOR ANDFINISH.2.COLD JOINT.3.1/8" TOOLED RADIUS ON EDGES.4.#4x18" LONG SMOOTH STEEL DOWELS AT 30" O.C. DRILLED ANDEPOXIED WITH SIMPSON "SET 22" EPOXY INTO EXISTING CONCRETEPAVING - MIN. 3" EMBED. STEEL DOWELS TO BE SAWCUT TO LENGTH,NOT SHEARED.5.90% COMPACTED SUBGRADE - VERIFY REQUIREMENTS WITHGEOTECHNICAL SOILS REPORT.6.CONTINUOUS THICKENED EDGE AT PAVING.7.CONCRETE CURB.23475LEGEND:1.ACCESSIBLE PRECAST TRUNCATED DOME PAVER - SEE HARDSCAPE PLAN FOR COLOR AND SUPPLIER.2.1/2" THIN SET BONDING LAYER. "VBM BONDER" BY ORCO BLENDED PRODUCTS.3.CONCRETE SUB-SLAB.4.90% COMPACTED BASE MATERIAL AND SUBGRADE - VERIFY WITH REQUIREMENTS NOTED IN THEGEOTECHNICAL SOILS REPORT.5.ADJACENT CONCRETE PAVING - SEE HARDSCAPE PLAN FOR COLOR AND FINISH.6.#3 BY 12" LONG SMOOTH DOWELS 30" O.C..7.REBAR SIZE AND SPACING TO MATCH ADJACENT PAVING.8.THICKENED EDGE AT PAVING.9.1/8" WIDE MAX. GROUT JOINT AT EDGE - CONFIRM PAVING CUT-OUT SIZE WITH BUTT-JOINTED PAVERSBEFORE POURING CONCRETE. GROUT COLOR TO MATCH PAVERS.10.0" CONCRETE CURB - SEE CIVIL PLANS.NOTES:A.ENSURE THAT TRUNCATED DOME "SLIVERS" ARE EQUAL SIZE ON ALL SIDES.B.PROVIDE BUTT JOINTS BETWEEN PAVERS WITHIN FIELD.C.WHEN TRUNCATED DOME PAVERS ARE INSTALLED ON A RADIUS, PAVERS TO BE CUT SO THAT THERE IS ACLEAN BUTT JOINT ON ALL SIDES OF PAVERS AND THE DOME SPACING COMPLIES WITH BUILDING CODEREGULATES.D.SEAL PAVERS AFTER JOINTS HAVE BEEN FILLED AND PAVERS HAVE BEEN CLEANED. SEALER TO BE BP PROENHANCING STABILIZING SEALER.E.CONTRACTOR TO BE RESPONSIBLE FOR COORDINATING TRUNCATED DOME PAVER BLOCK OUT TOACCOUNT FOR BUTT JOINTS BETWEEN PAVERS AND 1/8" MAX. GROUT JOINT AROUND PERIMETER.12345678910SCALE: 1" = 1'-0"P.I.P. CONCRETE PLANTER WALLESCALE: 3" = 1'-0"COBBLE INFILLFSCALE: N.T.S.VEHICULAR GATEGSCALE: N.T.S.METAL FENCINGJGATEHEIGHT6'FENCE HEIGHT6'GATE OPENING25'-6"SCALE: 1/4" = 1'-0"VEHICULAR GATE LAYOUTHSCALE: 3/4"=1'-0"VEHICULAR GATE SECTIONI REV.PROFESSIONAL STAMPDATEDESCRIPTIONPA / PM:PLAN ISSUE DATESDRAWN BY:REVIEWED BY:MSA JOB NO.:RGRG19-003-for :MRMSA3745 W. Chapman Ave Development Services Planning Architecture Interiors Construction ManagmentCONSULTANTParking Structure / Lobby Core CRC Real Estate Corp. 01-10-20 - Plan Check Re-Submittal c/o PCCRE - 41 Corporate Park, #230, Irvine, CA. 92606 ORANGE, CA. 9286810-04-19OWNER REVIEWSCHEMATIC DESIGNSuite "B" www.msassociatesinc.com 23112 Alcalde Drive Laguna Hills, CA 9265305/31/2101/10/2010-09-19OWNER REVIEWSCHEMATIC DESIGN10-23-19OWNER REVIEWPROGRESS CD 11-15-19SUBMITTAL 1PLAN CHECK01-10-20RE-SUBMITTAL PLAN CHECKHARDSCAPEDETAILSL2.24LEGEND:1.HSS 4"x4"x.25" THICK PAINTED STEEL HINGEPOST / LATCHING POST WITH WELDED CAP2.2"x2"x3/16" THICK PAINTED STEEL GATEFRAME.3.3/4" SQUARE PAINTED STEEL HOLLOWPICKET WELDED TO GATE/FENCE FRAMEAT 4" O.C. MAXIMUM.4.PERFORATED METAL SECURITY SCREENWELDED TO OUTSIDE FACE OF PICKETS.5.SECURITY SCREEN TERMINATION - SEEDETAIL 'B', SHEET L2.2.6.SELF-LATCHING DOOR LOCKSET ANDPANIC HARDWARE PER ARCHITECTURALDOOR SCHEDULE. DOOR LATCH TO BELOCATED NO LOWER THAN 34" AND NOHIGHER THAN 44" ABOVE WALK OF DECK.COORDINATE WITH OWNER IF ADDITIONALHARDWARE LIKE KEY CARD ACCESS ISREQUIRED.7.PAINTABLE DOOR HINGE. MODEL #CI3850(BADASS HINGE) BY 'SHUT IT'. PROVIDE (3)HINGES PER GATE (1-SELF CLOSING AND2-ORIGINAL).8.2"x10"x3/16" THICK PAINTED STEEL KICKPLATE.9.FINISH SURFACE - SEE HARDSCAPESHEETS FOR COLOR, FINISH, AND LAYOUT.10.2-1/2"x8"x.25" THICK PAINTED STEELSECURITY PLATE WELDED TO GATE FRAMEOVER HARDWARE LATCH.11.CONCRETE CAISSON FOOTING (4000 PSI)12.(5) #4's VERTICAL WITH #4 TIES EQUALLYSPACED.13.90% COMPACTED SUBGRADE - VERIFYWITH REQUIREMENTS NOTED IN THEGEOTECHNICAL SOILS REPORT.14.ISOLATION JOINT - SEE DETAIL 'B', SHEETL2.115.THICKENED EDGE - REQUIRED ATCONCRETE PAVING ONLY.16.AMERISTAR MONTAGE PLUS MAJESTICFENCING SYSTEM. SEE DETAIL 'J' SHEETL2.1EXTERIOR ELEVATION:1356789101112131514NOTES:A.SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO START OFFABRICATION.B.CONTRACTOR TO VERIFY WITH OWNER'S REPRESENTATIVE FOR CARD READER HARDWARE CONFIGURATION ANDPREP GATE ACCORDINGLY PRIOR TO FABRICATION, IF REQUIRED.C.ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH.D.METAL COMPONENTS TO RECEIVE (1) COAT SHOP-APPLIED RUSTPROOF GRAY PRIMER, (1) COAT SHOP-APPLIED REDPRIMER AND (2) COATS SHOP-APPLIED EXTERIOR ENAMEL PAINT. COLOR TO BE SELECTED BY LANDSCAPEARCHITECT.E.ENSURE GATE HINGES ALLOW GATE TO FULLY OPEN WITH USE OF 5 POUNDS OF FORCE OR LESS.F.GATES TO BE CAPABLE OF BEING LOCKABLE DURING TIMES WHEN PROPERTY IS CLOSED AND COMPLY WITHCHAPTER 10, TITLE 24 OF THE CALIFORNIA CODE OF REGULATIONS.G.PROVIDE FINISH SAMPLE AS NOTED IN THE SPECIFICATIONS.H.MEMBER SIZE, REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BID PURPOSESONLY. VERIFY WITH REQUIREMENTS NOTED IN THE STRUCTURAL SHEETS.I.COORDINATE FENCE FOOTINGS WITH BUILDING AND WALL FOOTINGS PRIOR TO STARTING WORK.G.ALL GATES SHALL BE SELF SELF-CLOSING, IN ADDITION TO SELF-LATCHING162SCALE: N.T.S.METAL PEDESTRIAN GATEALEGEND:1.PAINTED 3/4" SQUARE HOLLOWTUBE STEEL PICKET.2.PAINTED 3/8" SQUARE, 1/2" O.CSTEEL PERFORATED METALSCREEN. INSTALL SCREEN ONOUTSIDE FACE OF PICKETS. TACKWILD MESH AT EACH PICKET 12" O.CVERTICALLY. AVAILABLE THROUGHMcNICHOLS AT (877) 884-4653 ORAPPROVED EQUAL.3.PROVIDE CLEAN AND STRAIGHTCUT ALONG VERTICAL EDGE OFSQUARED AND CENTER ON LASTPICKET.NOTES:A.SEE DETAIL '?', SHEET L?? FORNOTES.123SCALE: N.T.S.GATE SECURITY SCREEN TERMINATIONB RAIN BIRD - DRIPLINE CONNECTIONS SHALL BE MADE USING "XF SERIES" 17mm DRIPLINE INSERTFITTINGS. INSTALL STAINLESS STEEL CLAMPS ON FITTINGS FOR ANY SYSTEM THAT EXCEEDS 50 PSI.RAIN BIRD - XFS-CV-6-12, XFS SUB-SURFACE "COPPER SHIELD" SERIES17mm, 12" O.C. EMITTER, DRIPLINE WITH PRESSURE COMPENSATING,ANTI SIPHON CHECK VALVE AND COPPER SHIELD ROOT INTRUSIONPROTECTION EMITTER. INSTALL DRIP TUBING @ 16" MAXIMUM ROWSPACING WITH TRIANGULAR SPACED EMITTER LAYOUT.0.6130N/A0.73RAIN BIRD - 1812, 12" POP-UP DRIP SYSTEM COMBINATION FLUSH VALVE / DRIP INDICATOR.INSTALL WITH "GPH" IRRIGATION PRODUCTS MODEL #GDFN, SERIES FLUSH VALVE.SYMBOLMANUFACTURE / MODEL NO. / DESCRIPTIONIN-LINE DRIP IRRIGATION LEGENDGPHPSIRADIUSPREC.RATEDETAILSHEETA, B,C, DEFNOTE: ALL SUB-SURFACE TUBING SHALL BE INSTALLED 2" BELOW FINISH SOIL GRADE ANCHORED WITHRAIN BIRD 6" GALVANIZED WIRE STAKES, MODEL TDS-050 BEND, INSTALLED FOUR (4) FEET ON CENTER.L4.1GSPEARS - MODEL 2621-0xxG, THREADED SCH 80 PVC BALL VALVE AS DRIP SYSTEM MANUAL FLUSHVALVE FOR FLUSHING EXHAUST MANIFOLD, SIZE PER EXHAUST HEADER. LOCATE AT END OFDRIPZONE. INSTALL FLUSH VALVE INSIDE A 10" ROUND VALVE BOX 18" FROM PAVING.SYMBOLMANUFACTURE / MODEL NO. / DESCRIPTIONIRRIGATION EQUIPMENT LEGENDRAIN BIRD - 33DLRC, 3/4" QUICK COUPLER VALVE WITH LOCKING COVER.EZ-FLO SYSTEMS - EZ-001-CX-CBV-FERTI-MAXX STARTER-25, 1.5 GALLON FERTILIZINGSYSTEM WITH 25 LB BAG STARTER FERTILIZER. SIZE (CBV) PER MAINLINE SIZE.DETAILSHEETPLORAIN BIRD - XCZ-PRB-1XO-COM, SERIES (1" OR 1-1/2") DRIP VALVE CONTROL ZONE KITWITH PRESSURE REGULATING, QUICK-CHECK BASKET FILTER(S), SIZE AS SHOWN.FOR DEMANDS (1 - 13) GPM. INSTALL XCZ-PRB-100-COM, 1" DRIP VALVE ASSEMBLY.FOR DEMANDS (14 - 35) GPM. INSTALL XCZ-PRB-150-COM, 1-1/2" DRIP VALVE ASSEMBLY.NIBCO - T-580-70-66, BRONZE BALL VALVE WITH STAINLESS STEEL STEM AND HANDLE NUT,LINE SIZE PER MAINLINE.MSUPERIOR - 3200-100, SERIES 1" NORMALLY CLOSED, MASTER CONTROL VALVE.KRAIN BIRD - PEB-PRS-D, SERIES (1" OR 1-1/2") PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN.NTREE BUBBLER IRRIGATION LEGENDGPMPSIRADIUSMANUFACTURE / MODEL NO. / DESCRIPTIONRAIN BIRD - 1806-SAM-PRS, W/ HUNTER MSBN-25Q, MULTI-STREAMBUBBLER NOZZLE, TWO (2) PER TREE..25 (.50)301 FT1.8SYMBOLPREC.RATEDETAILSHEETHNOTE: SINGLE SYMBOL ON PLANS REPRESENTS TWO (2) BUBBLERS PER TREE.PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE WITHIN TREE WELL TYPICAL.SYMBOLMANUFACTURE / MODEL NO. / DESCRIPTIONIRRIGATION CONTROLLER LEGENDDETAILSHEETQ120 VOLT ELECTRICAL POWER PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD.THE COORDINATION OF POWER AND CONNECTION OF CONTROLLER SHALL BE THERESPONSIBILITY OF THE LANDSCAPE CONTRACTOR.N/AN/AQIMPERIAL TECHNICAL SERVICES - RAIN SENSOR. INSTALLED WITHIN STAINLESS STEEL VANDALRESISTANT ENCLOSURE. RAIN SENSOR IS SUPPLIED AS PART OF I.T.S. ASSEMBLY.CIMPERIAL TECHNICAL SERVICES -RAIN BIRD CONTROLLER ASSEMBLY:MODEL # ICA16-RB3-24 / SP / IQ-GPRS-5YR / RSPE / IFS-100F:ICA16 = U.L. APPROVED, V.I.T. STRONG BOX, SB-18SSW, STAINLESS STEEL WALL MOUNT ENCLOSURE.RB3 = RAIN BIRD "ESP-LXMEF" SERIES, "ET" WEATHER BASED SMART CONTROLLER.24 = QUANTITY OF STATIONS.SP = SURGE PROTECTION.IQ-GPRS-5YR = IQ NETWORK 3G CELLULAR DATA MODEM COMMUNICATION CARTRIDGE WITH FIVE (5)YEAR SERVICE PLAN.RSPE = RAIN SENSOR, POLE MOUNTED, WITHIN VANDAL RESISTANT STAINLESS STEEL ENCLOSURE.IFS-100F = 1" (FLOMEC) ULTRA SONIC FLOW METER.NOTE:FOR FURTHER INFORMATION CONTACT DARYL GREEN AT GREEN PRODUCT SALES (949) 584-7311.THE INSTALLATION OF CONTROLLERS MUST BE APPROVED AND CERTIFIED BY IMPERIAL TECHNICALSERVICES. PROVIDE COPIES OF CERTIFICATION TO THE OWNER'S AUTHORIZED REPRESENTATIVEAND LANDSCAPE ARCHITECT.REVIEW THE IRRIGATION COMMUNICATION OPERATIONAL INTENT WITH THE OWNERS AUTHORIZEDREPRESENTATIVE PRIOR TO ORDERING IRRIGATION CONTROLLER ASSEMBLY TO ENSURE THEAPPROPRIATE EQUIPMENT/OPTIONS AND CONFIGURATIONS ARE INCLUDED.CELLULAR DATA CENTRAL CONTROL COMMUNICATION CONNECTION. CONTRACTOR IS RESPONSIBLEFOR THE COORDINATION AND SETUP OF THE CELLULAR DATA SERVICE PLAN WITH STATIC IPADDRESS FROM CELLULAR SERVICE PROVIDER AND CONFIRM PROPER OPERATION TO THE CENTRALCONTROL COMPUTER SYSTEM AND WITH THE RAIN BIRD IQ V3.0 CLOUD SOFTWARE.N/AN/ANOTE: WIRELESS COMMUNICATION DEVICES REQUIRE A WIRELESS SITE SURVEY. CONTRACTORSHALL CONTACT RAIN BIRD AND COORDINATE A SITE SURVEY FOR CONTROLLER COMMUNICATIONPRIOR TO ORDERING CONTROLLER ASSEMBLY.FEBCO - LF825YA, 1" R/P BACKFLOW PREVENTION DEVICE INSTALLED WITH MODEL LF650A WYESTRAINER WITH PLUG AND PIPE NIPPLE STRAINER KIT OPTION. IF STATIC WATER PRESSURE ISGREATER THAN 80 P.S.I. CONTRACTOR SHALL INSTALL A WILKINS "NR3" PRESSURE REGULATOR ASPART OF BACKFLOW ASSEMBLY.V.I.T. STRONG BOX - SBBC-30CR, METAL POWDER COATED SMOOTH TOUCH BACKFLOW DEVICEENCLOSURE. INSTALL ON A POURED IN PLACE CONCRETE BASE PER MANUFACTURESPECIFICATIONS. PROVIDE PADLOCK AND TWO SETS OF KEYS.NO SYMBOLII, JL4.1L4.1L4.1L4.1L4.1L4.1L4.1L4.1L4.2L4.2L4.2L4.2L4.2L4.2UL4.2IMPERIAL TECHNICAL SERVICES - IFS-100F, 1" (FLOMEC) ULTRA SONIC FLOW METER, INSTALL PERMANUFACTURER'S RECOMMENDATIONS. WIRE TO CONTROLLER WITH PAIGE ELECTRIC CORP., #P7162D,FLOW SENSOR COMUNICATION CABLE, 2 CONDUCTOR, SHEILDED 16 AWG SOLID COPPER INSTALLEDWITHIN 1-1/4' PVC CONDUIT. FLOW METER IS SUPPLIED AS PART OF I.T.S. CONTROLLER ASSEMBLY.NO SYMBOLSYMBOLMANUFACTURE / MODEL NO. / DESCRIPTIONIRRIGATION PIPE & WIRE LEGENDSLEEVING - SCH 40 PVC PIPE, EXTEND 12" BEYOND EDGE OF HARDSCAPE. SLEEVE SHALL BEMINIMUM TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED, MINIMUM 2" SIZE. PLACEBELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZEDREPRESENTATIVE. SLEEVE LOCATIONS SHALL BE MARKED AT EACH END AT THE TIME OFINSTALLATION WITH A PAINTED SPOT OR OTHER SIMILAR MARKING ON THE BACK OF THE CURB.EXACT SLEEVE LOCATIONS SHALL BE RECORDED ON RECORD DRAWINGS WITH DIMENSIONING FORIRRIGATION AS-BUILT PLANS PRIOR TO BACKFILL.NO SYMBOLDETAILSHEETRRSTR, S, TPAIGE - P7079D, IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED)3M - DBR/Y-6 DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS.CONTROL WIRE CONDUIT - SCH. 40 PVC PIPE, INSTALL UNDER ALL PAVING / HARDSCAPE AREAS.CONDUIT SHALL BE MINIMUM TWICE THE DIAMETER OF WIRE BUNDLE CARRIED, MINIMUM 2" SIZE.SBURIED NON-PRESSURE LATERAL LINE PIPE:SCH. 40 PVC PIPE FOR SIZES 3/4" TO 2-1/2".MINIMUM PIPE SIZE SHALL BE 3/4" - SIZE LATERALS PER PLAN.BURIED PRESSURE IRRIGATION MAINLINE:SCH. 40 PVC PIPE FOR MAINLINE SIZES (1-1/2" AND SMALLER).CLASS 315 PVC PIPE FOR MAINLINE SIZES (2" AND LARGER).NOTE:ALL WIRE SPLICES SHALL BE PLACED WITHIN PLASTIC VALVE BOX OR WIRE PULL BOX. WIRE SPLICES MUST BE TWISTED WITHWIRE TWISTING TOOL WITH A MAXIMUM OF TWO WIRES PER TWIST. REFER TO MANUFACTURE RECOMMENDATION FOR PROPERWIRE CONNECTIONS.SPLICING RECOMMENDATIONS:WIRE SPLICES ARE THE WEAK LINK OF ANY ELECTRICAL CIRCUIT. IT IS ESPECIALLY IMPORTANT TO MAKE PROPER JOINTS INIRRIGATION SYSTEMS BECAUSE THE JOINTS ARE EXPOSED TO WET AND DAMP ENVIRONMENTS THAT CAN CAUSE CORROSIONOF THE COPPER CONDUCTOR, AND PREMATURE FAILURE. PAIGE ELECTRIC RECOMMENDS THE STRICT USE OF MODEL DBR/Y-6,AS MANUFACTURED BY THE 3M COMPANY (PAIGE SPECIFICATION P7364D)SYMBOLMANUFACTURE / MODEL NO. / DESCRIPTIONEXISTING EQUIPMENT LEGEND(EXISTING) DOMESTIC WATER METER. VERIFY SIZE, LOCATION, AND STATICWATER PRESSURE IN FIELD.(EXISTING) IRRIGATION CONTROLLER SHALL BE REMOVED AND REPLACED WITH NEW "ET" WEATHER BASEDSMART IRRIGATION CONTROLLER. SEE ABOVE CONTROLLER LEGEND FOR SIZE AND TYPE.(EXISTING) IRRIGATION MAINLINE SHOWN FOR REFERENCE ONLY. PROTECT IN PLACE, REPAIR ANY DAMAGE DUE TOCONSTRUCTION. VERIFY SIZE, TYPE, AND EXACT LOCATION IN FIELD. IF CONTRACTOR IS NOT ABLE TO LOCATEEXISTING MAINLINE CONTRACTOR SHALL PROVIDE AND INSTALL NEW MAINLINE AND MAKE ALL NECESSARYCONNECTIONS FOR PROPER OPERATION OF NEW AND EXISTING IRRIGATION SYSTEM.(EXISTING) IRRIGATION SYSTEM TO BE ADJUSTED AND OR MODIFIED. CUT AND CAP EXISTINGSYSTEM AS REQUIRED FOR PROPER OPERATION. REPAIR OR REPLACE ANY DAMAGEDEQUIPMENT. PROVIDE 100% COVERAGE WITH NO PONDING, RUNOFF OR OVER SPRAY.(EXISTING) SLEEVING FOR MAINLINE AND CONTROL WIRES. VERIFY SIZE AND EXACT LOCATION IN FIELD.IF CONTRACTOR IS NOT ABLE TO LOCATE OR UTILIZE EXISTING SLEEVE CONTRACTOR SHALL SAWCUTPAVING/CONCRETE OR BORE UNDER AND INSTALL NEW PIPE AND OR CONTROL WIRES PLACED IN NEWSLEEVE FOR CONNECTION TO EXISTING IRRIGATION SYSTEM. BACKFILL AND INSTALL ASPHALT SLURRYMIX OR CONCRETE TO MATCH EXISTING CONDITIONS, AS APPROVED BY OWNER. VERIFY ALL SLEEVELOCATIONS PRIOR TO BIDDING AND COMMENCING WORK.(EXISTING) IRRIGATION SYSTEM PRESSURE VACUUM BREAKER TO BE REMOVED AND REPLACED WITH NEW R/PBACKFLOW DEVICE. SEE ABOVE IRRIGATION EQUIPMENT LEGEND FOR SIZE AND TYPE.NO SYMBOLTIE-IN CONNECTION OF NEW IRRIGATION MAINLINE TO EXISTING MAINLINE, VERIFY SIZE, LOCATION, ANDEXACT CONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE.(EXISTING) PVC PIPE AS LATERAL LINES SHOWN FOR REFERENCE ONLY. VERIFY EXACTLOCATION IN FIELD. PROTECT IN PLACE, REPAIR ANY DAMAGE DUE TO CONSTRUCTION.IRRIGATION TIE-IN CONNECTION OF NEW LATERAL LINE TO EXISTING SYSTEM LATERAL LINE.VERIFY SIZE, LOCATION AND CONNECTION POINTS IN FIELD.L4.2L4.2L4.2L4.2L4.2L4.2REV.PROFESSIONAL STAMPDATEDESCRIPTIONPA / PM:PLAN ISSUE DATESDRAWN BY:REVIEWED BY:MSA JOB NO.:RGRG19-003-for :MRMSA3745 W. Chapman Ave Development Services Planning Architecture Interiors Construction ManagmentCONSULTANTParking Structure / Lobby Core CRC Real Estate Corp. 01-10-20 - Plan Check Re-Submittal c/o PCCRE - 41 Corporate Park, #230, Irvine, CA. 92606 ORANGE, CA. 9286810-04-19OWNER REVIEWSCHEMATIC DESIGNSuite "B" www.msassociatesinc.com 23112 Alcalde Drive Laguna Hills, CA 9265305/31/2101/10/2010-09-19OWNER REVIEWSCHEMATIC DESIGN10-23-19OWNER REVIEWPROGRESS CD 11-15-19SUBMITTAL 1PLAN CHECK01-10-20RE-SUBMITTAL PLAN CHECKIRRIGATIONLEGEND &CALCULATIONSL3.0FOR IRRIGATION PLAN - SEE SHEET L3.1FOR IRRIGATION NOTES - SEE SHEET L4.0FOR IRRIGATION DETAILS - SEE SHEETS L4.1 - L4.2FOR LANDSCAPE SPECIFICATIONS - SEE SHEETS L7.1 - L7.4FOR REFERENCE ONLY:AB1881 WATER BUDGET CALCULATIONS SHOWN FOR REVISED LANDSCAPE AREA ONLY.(CALCULATIONS SHOW THIS PROJECT TO BE IN COMPLIANCE WITH STATE MODEL WATER EFFICIENT LANDSCAPEORDINANCE "MWELO")CONTROLLER SCHEDULING NOTE:THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS.CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. MULTIPLE CYCLES MAY BEREQUIRED TO MINIMIZE PONDING AND RUNOFF ONTO NON-IRRIGATED AREAS. (E)(E)(E)(E)(E)CREFER TO CONTROLLER NOTE (#2) ABOVE RIGHTCONTROLLER LOCATIONNOTE: IRRIGATION CONTROLLER SHOWNWITHIN PAVING FOR DRAWING CLARITY ONLY,ACTUAL LOCATION SHALL BE LOCATED WITHINPLANTER, VERIFY EXACT LOCATION IN FIELD.3745 W.CHAPMAN AVE.NEW PARKINGSTRUCTURECHAPMAN AVE.N. MANCHESTER AVEW. SHERRINGHAM AVEN. WOODRIDGE CIR.212TYP3TYP5TYP5TYP1REFER TO P.O.C. NOTE (#1) ABOVE RIGHTEXISTINGMETER LOCATIONNOTE: MAINLINE AND VALVE LOCATIONS ARESHOWN WITHIN PAVING FOR DRAWING CLARITYONLY. VERIFY EXACT LOCATION IN FIELD PRIORTO INSTALLATION. REFER TO IRRIGATION PIPEAND EQUIPMENT LOCATION NOTES.TYP1 IRRIGATION PIPE AND EQUIPMENT LOCATION NOTES1.ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOWN IN PAVING IS FORDRAWING CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN LANDSCAPED AREA.NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE.2.MAINLINE AND VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED ASDIAGRAMMATIC AND APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE ALLIRRIGATION PIPE / APPURTENANCE LOCATION FOR REVIEW AND APPROVAL. FINAL LOCATIONAND EXACT POSITIONING OF ALL IRRIGATION SHALL BE DETERMINED BY THE OWNER'SAUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ALL IRRIGATIONAPPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTORAT NO ADDITIONAL COST. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THEINSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION ATNO CHARGE. ALL PIPING AND WIRES SHALL BE SLEEVED UNDER PAVING, HARDSCAPE, ETC.AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE.IRRIGATION VALVE CALLOUTVALVE SIZEGALLONS PER MINUTE G.P.M.HYDROZONE PLANT FACTORLANDSCAPE HYDROZONE AREASQUARE FOOTAGEOPERATING PRESSURE (P.S.I.)HYDROZONE / IRRIGATION TYPE - SEEHYDROZONE LEGEND (BELOW)APPLICATION RATE IN INCHES PER HOURCONTROLLER LETTER / VALVE NUMBERIRRIGATION NOTE CALLOUTIRRIGATION CONSTRUCTIONCALLOUT NUMBER.P.O.C. AND CONTROLLERCALLOUT NUMBER.11Selected based on type of plants in hydrozones:Plant Factor (Water Use) - from WUCOLSIE - Irrigation EfficiencyHYDROZONE LEGENDD = Drip .81B = Bubbler .77S = Spray .71M = Micro Spray .73Hydrozone NumberVLW = 0.1 - Very Low Water Use PlantsLW = 0.1 - 0.3 - Low Water Use PlantsMW = 0.4 - 0.6 - Moderate Water Use PlantsHW = 0.7 - 0.9 - High Water Use Plants(1) Drip - Low Water / Plants(2) Drip - Moderate Water / Plants(3) Bubbler - Low Water / Trees(4) Bubbler - Moderate Water / TreesP.O.C. NOTE #1:POINT OF CONNECTION SHALL BE DOWNSTREAM OF EXISTING DOMESTIC WATER METER.VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTINGWORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BEDIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELYNOTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POCINFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLERESPONSIBILITY OF THE CONTRACTOR.1(EXISTING) DOMESTIC WATER METER INFORMATION66 PSI.89 PSI.13 GPM1-1/2"SYSTEM DESIGN PRESSURESTATIC PRESSURE(EXISTING) METER SIZEMAXIMUM SYSTEM DEMANDADDRESS:3745 W. CHAPMAN AVEORANGE, CA. 9286810,210 SQ. FT.REVISED LANDSCAPE AREAEXISTING CONTROLLER NOTES2EXISTING P.O.C. / WATER METER NOTESCONTROLLER NOTE #2:EXISTING CONTROLLER LOCATED AT THIS APPROXIMATE LOCATION SHALL BE REMOVED ANDREPLACED WITH A NEW ("ET" SMART) WEATHER BASED CONTROLLER, INSTALLED WITHINSTAINLESS STEEL ENCLOSURE WITH RELATED EQUIPMENT, SEE LEGEND FOR SIZE AND TYPE.ALL EXISTING VALVES TO REMAIN AND PROPOSED CONTROL VALVES SHALL BE CONNECTED TOTHE NEW CONTROLLER AND VERIFY PROPER OPERATION. VALVE NUMBERS SHOWN SHALL BEADJUSTED AS REQUIRED TO UTILIZE THE AVAILABLE OPEN CONTROLLER STATIONS.CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING OF IRRIGATION CONTROL WIRES TO NEWCONTROLLER AND MAKING ALL NECESSARY CONNECTIONS. CONTRACTOR SHALL PROVIDESLEEVING BELOW ALL PAVING BETWEEN EXISTING PLANTER AREAS AND BELOW EXISTINGWALKS, AS REQUIRED TO ROUTE CONTROL WIRES TO CONTROLLER. VERIFY ALL SITECONDITIONS AND LAYOUT IN FIELD PRIOR TO BIDDING AND COMMENCING WORK.MINIMUM SIZE SHALL BE 1-1/4 INCH6 THROUGH 10 GPMMINIMUM SIZE SHALL BE 1 INCH11 THROUGH 15 GPMMINIMUM SIZE SHALL BE 3/4 INCH0 THROUGH 5 GPMNOTE: CONTRACTOR SHALL SIZE ALL DRIPLINE INTAKE/EXHAUSTHEADERS PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPESIZE EXCEED DESIGNATED GPM RANGE.FLOW RANGEMINIMUM SIZE OF EXHAUST HEADERMINIMUM SIZE SHALL BE 1-1/2 INCH16 THROUGH 25 GPMMINIMUM SIZE SHALL BE 2 INCH26 THROUGH 50 GPMINTAKE/EXHAUST HEADER MINIMUM SIZE OF 3/4 INCH.DRIPLINE INTAKE/EXHAUST HEADER PIPE SIZING CHARTMAINLINE CONNECTION NOTE:CONTRACTOR SHALL CONNECT PROPOSED NEW IRRIGATION MAINLINE TO THE EXISTINGIRRIGATION SYSTEM LOCATED IN THIS APPROXIMATE LOCATION. CONTRACTOR SHALL VERIFYACTUAL EXISTING IRRIGATION MAINLINE LOCATION IN FIELD WITH OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REFER TO IRRIGATIONAS-BUILTS FOR EXISTING IRRIGATION SYSTEM LAYOUT. CONTRACTOR SHALL VERIFY ALLIRRIGATION CONNECTION AND DISCONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO COMMENCING WORK.LATERAL LINE CONNECTION NOTE:CONTRACTOR SHALL CONNECT THE NEW PROPOSED LATERAL LINE TO THE EXISTINGADJACENT SPRAY SYSTEM LATERAL LINE LOCATED IN THIS APPROXIMATE LOCATION. VERIFYACTUAL EXISTING SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE.TRENCHING IN VICINITY OF EXISTING TREESWHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS,THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" INDIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THECONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NOMECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED.PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL.IRRIGATION CONSTRUCTION NOTES123REMOVAL AND DISPOSAL NOTE:CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALLEXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS.CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELDPRIOR TO COMMENCING WORK. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TOBEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTINGCONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE.4ADJACENT IRRIGATION NOTE:ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULESTHROUGHOUT CONSTRUCTION NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMSWATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLEFOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT THAT ISAFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL ADJUST AND CAPOFF EXISTING ADJACENT IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIRSAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% COVERAGE WITH NOPONDING, RUNOFF, OR OVER-SPRAY IN ALL AREAS. SYSTEM LAYOUT SHALL APPROVED BY THEOWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREASREQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TOBIDDING AND COMMENCING WORK.5EXISTING LANDSCAPE IRRIGATION RENOVATION NOTES:THE INTENT OF THESE IRRIGATION DRAWINGS IS TO REPLACE THE EXISTING SPRAYIRRIGATION SYSTEM WITH LOW VOLUME DRIP IRRIGATION.1.REMOVE EXISTING SPRAY IRRIGATION SYSTEM WITHIN LIMIT-OF WORK AREAS. VERIFYWITH OWNER ALL EQUIPMENT TO BE REMOVED PRIOR TO COMMENCING WORK.2.INSTALL NEW INLINE SUB-SURFACE DRIP IRRIGATION SYSTEM WITH DRIP REMOTECONTROL VALVE ASSEMBLIES FOR SHRUB LANDSCAPE AREAS.3.INSTALL BUBBLERS FOR PROPOSED TREES WITHIN RENOVATED AREAS FOR ADDITIONALADJUSTABLE DEEP WATERING.4.NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWEDDURING CONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATICPROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. MODIFY/REPAIRADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSEDIMPROVEMENTS.5.LOCATE EXISTING IRRIGATION PRESSURE VACUUM BREAKER ASSEMBLY AND REMOVEAND REPLACE SAID DEVICE WITH NEW R/P BACKFLOW ASSEMBLY.REV.PROFESSIONAL STAMPDATEDESCRIPTIONPA / PM:PLAN ISSUE DATESDRAWN BY:REVIEWED BY:MSA JOB NO.:RGRG19-003-for :MRMSA3745 W. Chapman Ave Development Services Planning Architecture Interiors Construction ManagmentCONSULTANTParking Structure / Lobby Core CRC Real Estate Corp. 01-10-20 - Plan Check Re-Submittal c/o PCCRE - 41 Corporate Park, #230, Irvine, CA. 92606 ORANGE, CA. 9286810-04-19OWNER REVIEWSCHEMATIC DESIGNSuite "B" www.msassociatesinc.com 23112 Alcalde Drive Laguna Hills, CA 9265305/31/2101/10/2010-09-19OWNER REVIEWSCHEMATIC DESIGN10-23-19OWNER REVIEWPROGRESS CD 11-15-19SUBMITTAL 1PLAN CHECK01-10-20RE-SUBMITTAL PLAN CHECKIRRIGATIONPLANL3.1FOR IRRIGATION LEGEND & CALCULATIONS - SEE SHEET L3.0FOR IRRIGATION NOTES - SEE SHEET L4.0FOR IRRIGATION DETAILS - SEE SHEETS L4.1 - L4.2FOR LANDSCAPE SPECIFICATIONS - SEE SHEETS L7.1 - L7.4 NOTE:"CONTRACTOR TO REPAIR OR REPLACE ALL LANDSCAPE AND IRRIGATION MISSING OR NOT WORKING TO AFULLY FUNCTIONING SYSTEM WITH 100% COVERAGE". ALL EXISTING SYSTEMS SHALL BE REPAIRED TOPREVENT OVERSPRAY OR RUNOFF ONTO SIDEWALKS OR STREETS.AS-BUILT NOTE:AS-BUILT RECORD DRAWINGS WERE NOT AVAILABLE AT TIME OF SYSTEM DESIGN. CONTRACTOR SHALL BERESPONSIBLE FOR OBTAINING EXISTING IRRIGATION SYSTEM AS-BUILTS FROM OWNER PRIOR TOCOMMENCING WORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATIONSYSTEMS AFFECTED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCINGWORK. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF PROPOSED IRRIGATION SYSTEM CONNECTIONPOINT AND CONTROLLER LOCATION FOR APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TOCOMMENCING WORK. ALL LABOR AND MATERIALS REQUIRED TO IRRIGATE AREAS WITHIN THE LIMITS OFWORK AND TO ADJUST AREAS ADJACENT TO THE LIMITS OF WORK SHALL BE INCLUDED AS PART OF THISCONTRACT. NO ADDITIONAL COSTS WILL BE ALLOWED FOR THE PROPOSED IRRIGATION IMPROVEMENTSOR ADJUSTMENT OF THE EXISTING ADJACENT IRRIGATION SYSTEMS. Irrigation General Notes1.IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. ALL IRRIGATIONEQUIPMENT, SPRINKLERS AND PIPE ARE TO BE INSTALLED IN LANDSCAPED AREA. NO IRRIGATIONEQUIPMENT SHALL BE LOCATED IN HARDSCAPE. THE IRRIGATION CONTRACTOR SHALL ENSURE NOOVERSPRAY ONTO HARDSCAPE, STREETS, WALLS OR ANY OTHER HARDSCAPE / STRUCTURE.2.MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE AMINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP.3.WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THESPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THEIRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTERCIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDEPROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.4.OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 INCHES OF ANY NON-PERMEABLESURFACE, (PER STATE ORDINANCE AB 1881.) ABSOLUTELY NO OVERSPRAY OR LOW HEAD DRAINAGEIS ALLOWED.5.IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY.CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BYOWNER'S AUTHORIZED REPRESENTATIVE.6.ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING / HARDSCAPE. ALL SLEEVES TO BEMINIMUM 2X DIAMETER OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING.7.ALL LEAD WIRES TO BE #14 GAUGE, AND BLACK IN COLOR. ALL COMMON WIRE TO BE #14 GAUGE ANDWHITE WITH COLORED STRIPE. FOR MULTIPLE CONTROLLERS USE DIFFERING COLOR STRIPE PERCONTROLLER.8.PROVIDE A MINIMUM OF TWO (2) SPARE LEAD WIRES FOR EACH GROUP OF TEN (10) CONTROL VALVESAND ALSO TO EACH LEG OF MAINLINE END RUN. PROVIDE MINIMUM ONE (1) SPARE COMMON WIRE TOEACH MAINLINE END RUN. LOOP SPARE WIRES IN A NEARBY VALVE BOX WITH MINIMUM 2' OF COILEDWIRE. SPARE LEAD WIRES SHALL BE A DIFFERENT COLOR THAN CONTROL VALVE WIRES. LABEL ALLSPARE WIRES "SPARE" AT BOTH ENDS.9.ALL IRRIGATION ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHESFROM BUILDING TO AVOID WATER/OVERSPRAY ONTO BUILDING OR WINDOWS. ALL LAYOUT SHALL BECONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK.10.ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING AREAPPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROLVALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TOINSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROLVALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OFELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNERSHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TOOBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKEOWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESSOTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OFHARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS.11.BACKFLOW PREVENTER LOCATION SHOWN ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPECONTRACTOR SHALL STAKE OUT THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCELOCATION FOR REVIEW AND APPROVAL BY OWNER, LANDSCAPE ARCHITECT AND CITY'S PUBLICWORKS INSPECTOR PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACTPOSITIONING OF BACKFLOW PREVENTER AND ALL IRRIGATION APPURTENANCE SHALL BEDETERMINED BY THE OWNER. MINOR MODIFICATIONS OF THE BACKFLOW PREVENTER, AND ALLIRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THECONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVALPRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONAT NO CHARGE. Existing Irrigation Notes1.THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ONPROPERTY. ANY DAMAGE OR ADJUSTMENTS REQUIRED INCLUDING REPLACING OR RELOCATINGIRRIGATION LINES, HEADS, VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL DUE TO THECONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BEPERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEWANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTORMUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANYDISCREPANCIES PRIOR TO COMMENCING WORK.2.CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TOCOMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT STARTOF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, CONTROLLERS, METERS,SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BECLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASEDRAWING AND SUBMITTED AS A SHOP DRAWING. SAID SHOP DRAWING SHALL BE SUBMITTED TO THELANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL.NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES AREFOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS.3.ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVALPRIOR TO INSTALLATION. ALL LAYOUT SHALL BE AS APPROVED BY, LANDSCAPE ARCHITECT, ANDOWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLEDWITHOUT APPROVAL OF LAYOUT.4.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATIONEQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES,ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND LOCATIONS SHALL BECONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.5.CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTINGIRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTORSHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCINGWORK.6.CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATIONSYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTORSHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% COVERAGE IN ALLAREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE.CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK.7.CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED.SYSTEM SHALL PROVIDE COMPLETE 100% COVERAGE IN ALL AREAS AS APPROVED BY OWNER'SAUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO COMMENCING WORK.8.CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYINGWATERLINES, EASMENTS, AND OTHER RELATED EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTINGSITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCINGWORK.9.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANDSCAPE ANDHARDSCAPE DAMAGED BY NEW CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.10.CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK,AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BEPROTECTED IN PLACE.11.CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THECONSTRUCTION PROCESS. ANY DAMAGE DUE TO CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY TOPREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ANY PLANT MATERIAL AND/ORIRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION ASPART OF CONTRACT.12.CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENT/MODIFICATION OF EXISTINGIRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS.ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TOCOMMENCING WORK.13.NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURINGCONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERINGSCHEDULES THROUGHOUT CONSTRUCTION14.CONTRACTOR SHALL OBTAIN EXISTING IRRIGATION AS-BUILT RECORD DRAWINGS FOR ADJACENTIRRIGATED AREAS PRIOR TO STARTING WORK. ALL EXISTING IRRIGATION EQUIPMENT LOCATION, SIZES,AND CONDITIONS SHALL BE VERIFIED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE AT STARTOF WORK.15.WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THECONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALLCUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIGTHE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THEDRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITHMOIST BURLAP UNTIL COVERED WITH SOIL.IRRIGATION SYSTEM MAINTENANCE SCHEDULEMAINTENANCE OF THE IRRIGATION SYSTEM IS A NECESSARY AND CONTINUING PROCESSINVOLVING MONITORING, ADJUSTMENT AND REPAIR. REPAIRS CAN BE MINIMIZED BY INSTITUTINGA MAINTENANCE PROGRAM. SOME IRRIGATION SYSTEM MAINTENANCE ACTIVITIES NEED TO BEDONE AT REGULAR PERIODIC INTERVALS. OTHERS PERFORMED ON A NORMAL BASIS.WEEKLY* TRIM FOLIAGE FROM AROUND SPRINKLER HEADS AS NECESSARY TO AVOID SPRAY BLOCKAGE.* BRIEFLY ACTIVATE EACH CONTROL VALVE AND OBSERVE SPRINKLERS FOR PROPER COVERAGEAND OPERATION AND MISALIGNED BY MOVING OPERATIONS.* CHECK FOR IRRIGATION OVER SPRAY OR RUNOFF AND CORRECT AS NEEDED.*CHECK ALL DRIP LINES FOR CLOGGED EMITTERS AND CLEAN OR REPLACE AS NEEDED.MONTHLY* ADJUST PROGRAMMING OF THE AUTOMATIC IRRIGATION CONTROLLER(S) BASED ON OBSERVEDFIELD CONDITIONS.* CHECK THE SOIL MOISTURE WITH AN AUGER AND EVALUATE WITH REGARD TO DURATION ANDFREQUENCY OF THE IRRIGATION CYCLES. FINE TUNE SYSTEMS WEEKLY OR BIWEEKLY ANDMAKE CORRECTIONS AS NECESSARY. KEEP RECORDS OF ALL INFORMATION. MAINTAIN PETCOCKS OF VALVE IN GOOD OPERATIONAL CONDITION, PET COCKS SHALL BE ONLY "FINGERTIGHT" WHEN IN THE CLOSED POSITION.* CONTROLLER OPERATION: CHECK FIELD VALVES FOR SEQUENCING, TIMING, ACCURACY, ANDGENERAL FUNCTION AT THE BEGINNING OF EACH WATERING SEASON.* WALK AND CHECK ALL ON GRADE PIPE, CHECK FOR BREAKS OR LEAKS, CHECK STAKING ANDPOSITION OF ALL PIPE AND SPRINKLER HEADS INSTALLED ON SLOPE.* FLUSH ALL DRIP SYSTEM LATERAL LINES AT EACH END OF DRIP ZONES.* CHECK AND CLEAN ALL DRIP REMOTE CONTROL BASKET FILTERS.CONTINUALLY* CLEAN SOIL AND DEBRIS FROM SPRINKLER BODIES, NOZZLES AND DRIP SYSTEMS TO ENSUREPROPER WATER DISCHARGE.* STRAIGHTEN SPRINKLERS AND ADJUST NOZZLES TO INSURE PROPER WATER DISCHARGE.* MAINTAIN ALL SPRINKLERS IN GOOD OPERATING ORDER, INCLUDING PROPER COVERAGEADJUSTMENTS. REPAIR OR REPLACE SPRINKLERS AS NEEDED.* MAINTAIN ELECTRIC CONTROL VALVE BOXES FREE OF DIRT AND DEBRIS.* ADJUST WATER APPLICATIONS ACCORDING TO CHANGES IN THE WEATHER. CONTRACTORSHALL BE RESPONSIBLE FOR DAMAGE RESULTING FROM EITHER OVER OR UNDER-WATERING.AS NEEDED*EXTEND THE HEIGHT OF SPRINKLERS AS NECESSARY IN SHRUB AREAS TO AVOIDINTERFERENCE FROM ADJACENT FOLIAGE..* TURN OFF CONTROLLERS TEMPORARILY DURING PERIODS OF RAINFALL.EQUIPMENT REPLACEMENT* REPLACE ANY IRRIGATION VALVES, SPRINKLERS, DRIP LINE OR OTHER COMPONENTS WITHREPLACEMENT OF THE EXACT TYPE, GPM AND MANUFACTURE AS CALLED FOR IN THE ORIGINALIRRIGATION PLANS.MAJOR REPAIRS* WHERE CONDITIONS DEVELOP WHICH CAN NOT BE HANDLED BY ROUTINE MAINTENANCE, THEYSHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER.* ALL DAMAGE NOT RESULTING FROM CONTRACTOR'S ACTIVITIES OR NEGLIGENCE SHOULD BEBROUGHT TO THE OWNER'S ATTENTION.* DURING TIMES WHEN THE WATER SUPPLY IS CUT OFF OR THE IRRIGATION SYSTEM ISOTHERWISE INOPERABLE, THE LANDSCAPE SHOULD BE CAREFULLY MONITORED FOR SIGNS OFWATER STRESS. START A HAND WATERING PROGRAM IMMEDIATELY FOR ALL STRESSEDLANDSCAPES. NOTIFY OWNER IN WRITING IF THIS OCCURS.LANDSCAPE IRRIGATION AUDIT SCHEDULE* LANDSCAPE IRRIGATION AUDITS SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE OFCALIFORNIA WATER MANAGEMENT PROGRAM AS DESCRIBED IN THE "LANDSCAPE IRRIGATIONAUDITOR HANDBOOK".* AUDITS SHALL BE CONDUCTED BY CERTIFIED LANDSCAPE IRRIGATION AUDITOR.* THE FIRST LANDSCAPE IRRIGATION AUDIT SHALL BE PERFORMED PRIOR TO ACCEPTANCE ANDSHALL BE REPEATED EVERY FIVE YEARS THEREAFTER.KEEPING OF RECORDS* THE CONTRACTOR SHALL KEEP PERMANENT RECORDS OF ALL PERFORMED MAINTENANCETASKS.* RECORD ALL WATER USAGE AND CHANGES IN THE CONTROLLER TIMING, INCLUDING OFF TIMESDURING RAINFALL.* RECORD ALL ACTIVITIES PERFORMED DURING THE QUARTERLY REVIEW.* RECORD ALL PROPOSED AND EXECUTED REPAIRS.* RECORD ALL TIMES WHEN THE IRRIGATION SYSTEMS ARE NOT OPERABLE.* RECORD ALL PERFORMED IRRIGATION AUDITS.COLOR CHART NOTE:AS A REQUIREMENT THE AUTOMATIC CONTROLLER SHALL CONSIST OF A NEATLY DRAWN 11"x17"LAMINATED IRRIGATION PLAN AND COLORED ZONE MAP LAYOUT CHART. LAYOUT CHART SHALL BE COLORCODED INDICATING LOCATION OF ALL CONTROLS, PIPING, SLEEVES, HEADS (INCLUDING TYPE), VALVESAND CONNECTION TO WATER SERVICE.IRRIGATION WATER AUDIT NOTE:LANDSCAPE CONTRACTOR TO PROVIDE AN IRRIGATION AUDIT, IN COMPLIANCE WITH THE STATE OFCALIFORNIA LANDSCAPE WATER MANAGEMENT PROGRAM, SHALL BE PERFORMED BY A CERTIFIEDIRRIGATION AUDITOR, OTHER THAN THE DESIGNER OR INSTALLER, PRIOR TO TURNOVER OF PROJECT ANDEVERY 5 YEARS THEREAFTER. A SCHEDULE SHALL BE ESTABLISHED AND SUBMITTED TO THE CITY OF ATLEAST ONCE EVERY FIVE YEARS AS REQUIRED BY THE CITY. THE REGULAR MAINTENANCE SCHEDULECOUPLED WITH THE AUDITS SHOULD HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THEDESIGN. IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A MONTHLY BASIS BY THEMAINTENANCE STAFF.AT A MINIMUM, AUDITS SHALL BE IN ACCORDANCE WITH THE LATEST STATE OF CALIFORNIA LANDSCAPEWATER MANAGEMENT PROGRAM AS DESCRIBED IN THE LATEST LANDSCAPE IRRIGATION AUDITORHANDBOOK, PREPARED FOR THE CALIFORNIA DEPARTMENT OF WATER RESOURCES, WATERCONSERVATION OFFICE, THE ENTIRE DOCUMENT, WHICH IS HEREBY INCORPORATED BY REFERENCE.THE SCHEDULE SHALL PROVIDE FOR LANDSCAPE IRRIGATION AUDITS TO BE CONDUCTED BY A QUALIFIEDINDIVIDUAL, OTHER THAN THE DESIGNER OR INSTALLER, AS DETERMINED BY THE DIRECTOR AT LEASTONCE EVERY FIVE YEARS IN ACCORDANCE WITH THE REQUIREMENTS OF THE COUNTY. Irrigation Installation Notes1.THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS ASREQUIRED.2.THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL DAMAGES TO OPERATIONS OR WORK OFOTHER CONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ACTIVITIES WITH ALLAGENCIES AND OTHER TRADES.3.THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY,R.O.W.'S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED ORUNMARKED.4.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL UNDERGROUNDUTILITIES. CONTRACTOR SHALL REPAIR OR REPLACE, AT NO ADDITIONAL COST TO THE OWNER, ANY DAMAGE TOUNDERGROUND UTILITIES THAT MAY OCCUR.5.THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING PLANS BEFORE BEGINNING WORK.6.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TOCOMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO PROJECTLANDSCAPE ARCHITECT FOR DIRECTION. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK ANDEXPENSE.7.THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICESBEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESEPLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONSSHALL BE REPORTED TO THE PROJECT LANDSCAPE ARCHITECT FOR DIRECTION.8.BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY'S PUBLIC WORKS INSPECTOR,LANDSCAPE ARCHITECT AND THE CONTRACTOR, REGARDING GENERAL REQUIREMENTS OF THIS WORK.9.INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES AND ORDINANCES.10.THE IRRIGATION WATER METER IS TO BE PROVIDED BY THE OWNER UNLESS SHOWN OTHERWISE ON THE PLANS.CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL IRRIGATION EQUIPMENT DOWNSTREAM OF THE POINTOF CONNECTION (P.O.C.) AT THE IRRIGATION WATER METER.11.ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PERMANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.12.THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHENIT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS (INCLUDING EXISTING AND/OR NEW PLANT MATERIAL), GRADEDIFFERENCES OR DIFFERENCES IN THE AREA'S DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED INTHE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPEARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULLRESPONSIBILITY FOR ANY REVISIONS NECESSARY.13.THE WORK SHOWN ON THESE PLANS IS DIAGRAMMATIC; ALL ITEMS, I.E. CONTROLLERS, VALVES, MAINLINES,SLEEVES, WIRES, IRRIGATION HEADS, ETC. ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. DO NOT SCALEDIMENSIONS. DETAIL DRAWINGS MAY CLARIFY LOCATIONS OF SOME ITEMS. THE CONTRACTOR SHALL NOTLOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN CONFLICT WITH UNDERGROUND UTILITIES,STRUCTURES, OTHER IMPROVEMENTS, OR VEHICULAR OR PEDESTRIAN SAFETY CONSIDERATIONS.14.CONTROLLER LOCATIONS ARE APPROXIMATE. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND THEBACKFLOW DEVICE SHALL BE APPROVED BY THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TOINSTALLATION.15.ALL CONSTANT PRESSURE LINES SHALL BE TESTED FOR 3 HOURS UNDER A HYDROSTATIC PRESSURE OF 150POUNDS PER SQUARE INCH AND BE PROVEN WATERTIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FORHYDROSTATIC TESTS. HYDROSTATIC TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE LANDSCAPEARCHITECT, CITY PUBLIC WORKS INSPECTOR OR, IF APPROVED BY LANDSCAPE ARCHITECT, CONTRACTOR MAYE-MAIL DIGITAL PHOTOGRAPHS OF THE PRESSURE GAUGE TO THE LANDSCAPE ARCHITECT AT BEGINNING AND ENDOF TEST PERIOD.16.120-VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED PER THEELECTRICAL ENGINEER'S PLANS AND SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TOCOORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND TO MAKE THE FINAL HOOK-UP FROMTHE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER.17.ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OFTHIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIRPROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR.18.BACKFLOW DEVICE SHALL BE INSTALLED IN GROUND COVER AREA WHEREVER POSSIBLE. FINAL LOCATION SHALLBE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND MAY VARY FROM THAT INDICATED ON THEDRAWINGS.19.QUICK COUPLER VALVES, CONTROL VALVES, AND SHUT-OFF VALVES SHALL BE INSTALLED IN GROUND COVERAREAS WHEREVER POSSIBLE.20.PIPING AND WIRE CONDUIT PENETRATIONS THROUGH WALLS AND INSTALLATION EQUIPMENT UNDER PAVINGSHALL BE INSTALLED IN SCH 40 PVC SLEEVES, AS CALLED OUT ON PLANS, OR AS PER LOCAL CODES AND MUST BECOORDINATED WITH THE GENERAL CONTRACTOR AND CONTRACTORS OF ALL VARIOUS TRADES THAT MAY BEINVOLVED TO ELIMINATE PROBLEMS THAT MAY ARISE FROM INACCESSIBILITY OR DAMAGE TO ANOTHER TRADE'SWORK. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH EXISTING WALLS SHALL BE CORE DRILLED ANDSLEEVED PER ABOVE, UNLESS AN EXISTING SLEEVE IS AVAILABLE FOR RE-USE WHICH WILL NOT SIGNIFICANTLYAFFECT THE SYSTEM DESIGN.21.USE CHECK VALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE.22.THE CONTRACTOR SHALL INSTALL KBI SERIES ANTI-DRAIN VALVES ON ALL LATERALS IN AREAS WHERE SLOPE OFGRADE EXCEEDS 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION OCCURS, OR AS DIRECTED BYTHE OWNER'S AUTHORIZED REPRESENTATIVE.23.THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF PLANT MATERIAL.AT NO TIME SHALL THE CONTRACTOR APPLY WATER AT A RATE OF FREQUENCY WHICH CAUSES RUNOFF OROVER-SATURATION OF THE SOIL.24.THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION, DRIP AND SPRAY, FOR OPTIMUM PERFORMANCEAND TO PREVENT OVERSPRAY ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS TO THEEXTENT POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITECONDITIONS AND ADJUSTING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOWFOR EACH SYSTEM.25.WHEN RADIUS OF SPRINKLER HEADS AS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ONLEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A PRESSURE COMPENSATING SCREEN (PCS) FORLOW FLOW AND RADIUS CONTROL.26.USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN SPRAYSOVER ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS. ADJUSTABLE ARC NOZZLE SHOULDHAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED.27.NO OVERSPRAY OR LOW HEAD DRAINAGE SHALL BE ALLOWED.28.WHEN VERTICAL OBSTRUCTIONS (LIGHT POLES, FIRE HYDRANTS, TREES, ETC.) INTERFERE WITH THE SPRAYPATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE CONTRACTOR SHALL FIELDADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACHSIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NOADDITIONAL COST TO THE OWNER.29.PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZESSHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTEDPIPE SHALL BE REMOVED FROM THE SITE IMMEDIATELY UPON REJECTION.30.ALL ELECTRICAL CONTROL WIRE SHALL BE DIRECT BURIAL, #14 UL APPROVED, IN AN 18" DEEP TRENCH, INSTALLEDUNDERNEATH AND ATTACHED WITH PLASTIC TIE 10' O.C. TO THE MAINLINE PIPE WHEN RUN IN THE SAME TRENCH.WIRE CONNECTORS SHALL BE PENTITE OR DRI-SPLICE ONLY. COLORS FOR CONTROL WIRE SHALL BE AS FOLLOWS:A.COMMON WIRE - WHITE WITH COLORED STRIPE (FOR MULTIPLE CONTROLLERS USE DIFFERING COLOR STRIPEPER CONTROLLER)B.EXTRA COMMON WIRES, PROVIDE A MINIMUM THREE (3) EACH DIRECTION AND MINIMUM ONE (1) TO EACH LEGOF MAINLINE PER CONTROLLER.C.LEAD/HOT WIRE - BLACKD.EXTRA LEAD WIRES, PROVIDE A MINIMUM OF TWO (2) EXTRA SPARE LEAD WIRES FOR EACH GROUP OF TEN (10)CONTROL VALVES AND ALSO TO EACH LEG OF MAINLINE END RUN - SPARE LEAD WIRES SHALL BE A DIFFERENTCOLOR THAN CONTROL VALVE WIRES. LABEL ALL SPARE WIRES "SPARE" AT BOTH ENDS.31.ALL AUTOMATIC CONTROLLER PROGRAMS MUST BE SET TO OPERATE BETWEEN THE HOURS OF 10 P.M. AND 6 A.M.32.THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL ANDWORKMANSHIP, INCLUDING THE SETTLING OF BACKFILLED AREAS AND TRENCHES FOR A PERIOD OF ONE YEARFOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. SHOULD ANY OPERATION DIFFICULTIES INCONNECTION WITH THE SPRINKLER SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD, WHICH IN THEOPINION OF THE OWNER MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSHIP, SAID DIFFICULTIES SHALL BEIMMEDIATELY CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST.33.THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALLDAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER.34.THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOWDEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR SHALLVERIFY WATER PRESSURE IN THE FIELD PRIOR TO CONSTRUCTION TO DETERMINE IF IT IS SUFFICIENT TO OPERATESYSTEMS AS DESIGNED. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THEDRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE PROJECTLANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OFCONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NOADDITIONAL COST TO THE OWNER.35.AFTER INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM ACOVERAGE AND PRESSURE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT AND CITY PUBLIC WORKSINSPECTOR TO DETERMINE IF THE IRRIGATION PRESSURE AND COVERAGE FOR PLANTING AREAS IS ADEQUATEAND COMPLETE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIESOF PRESSURE AND COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR BECAUSE DISCREPANCIES BETWEEN THEPLANS AND ACTUAL FIELD CONDITIONS WERE NOT BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.REV.PROFESSIONAL STAMPDATEDESCRIPTIONPA / PM:PLAN ISSUE DATESDRAWN BY:REVIEWED BY:MSA JOB NO.:RGRG19-003-for :MRMSA3745 W. Chapman Ave Development Services Planning Architecture Interiors Construction ManagmentCONSULTANTParking Structure / Lobby Core CRC Real Estate Corp. 01-10-20 - Plan Check Re-Submittal c/o PCCRE - 41 Corporate Park, #230, Irvine, CA. 92606 ORANGE, CA. 9286810-04-19OWNER REVIEWSCHEMATIC DESIGNSuite "B" www.msassociatesinc.com 23112 Alcalde Drive Laguna Hills, CA 9265305/31/2101/10/2010-09-19OWNER REVIEWSCHEMATIC DESIGN10-23-19OWNER REVIEWPROGRESS CD 11-15-19SUBMITTAL 1PLAN CHECK01-10-20RE-SUBMITTAL PLAN CHECKIRRIGATIONNOTESL4.0FOR IRRIGATION LEGEND & CALCULATIONS - SEE SHEET L3.0FOR IRRIGATION PLAN - SEE SHEET L3.1FOR IRRIGATION DETAILS - SEE SHEETS L4.1 - L4.2FOR LANDSCAPE SPECIFICATIONS - SEE SHEETS L7.1 - L7.4 REV.PROFESSIONAL STAMPDATEDESCRIPTIONPA / PM:PLAN ISSUE DATESDRAWN BY:REVIEWED BY:MSA JOB NO.:RGRG19-003-for :MRMSA3745 W. Chapman Ave Development Services Planning Architecture Interiors Construction ManagmentCONSULTANTParking Structure / Lobby Core CRC Real Estate Corp. 01-10-20 - Plan Check Re-Submittal c/o PCCRE - 41 Corporate Park, #230, Irvine, CA. 92606 ORANGE, CA. 9286810-04-19OWNER REVIEWSCHEMATIC DESIGNSuite "B" www.msassociatesinc.com 23112 Alcalde Drive Laguna Hills, CA 9265305/31/2101/10/2010-09-19OWNER REVIEWSCHEMATIC DESIGN10-23-19OWNER REVIEWPROGRESS CD 11-15-19SUBMITTAL 1PLAN CHECK01-10-20RE-SUBMITTAL PLAN CHECKIRRIGATIONDETAILSL4.1DRIPLINE LAYOUT (TYP)NOT TO SCALE3"SECTION VIEWANOT TO SCALEDRIPLINE LAYOUT (TYP)12106347LEGEND:1.PVC PIPE LATERAL LINE FROMDRIP ZONE VALVE KIT.2.PVC PIPE SUPPLY MANIFOLD -SEE PLAN FOR SIZE.3.SCH 40 PVC TEE SxSxT OR ELL,LINE SIZE BY 12".4.DRIPLINE FITTING MALEADAPTER TRANSITION TO DRIPTUBING.5.IN-LINE DRIP TUBING WITHEMITTERS 12 INCH ON CENTER,MAXIMUM ROW SPACING 14"-16"ON CENTER FOR SHRUB AREASAND 10"-12" FOR TURF - SEELEGEND FOR TYPE. EMITTERSTO BE TRIANGULAR SPACING.INSTALL WITH 9" GALVANIZEDSTEEL WIRE STAKES FIVE (5)FEET ON CENTER.6.PVC PIPE FLUSH EXHAUSTMANIFOLD.7.FLUSH VALVE, PLUMBED TOEXHAUST HEADER PVC PIPE ATLOW / END OF DRIP ZONE, TYP. -SEE LEGEND FOR TYPE.8.CONNECTION FROM SUPPLYMANIFOLD TO DRIPLINE(TYPICAL)- SEE INSET "A"9.PLANTER AREA PERIMETER.10.PERIMETER DRIPLINE PIPE TO BEINSTALLED 4"-6" FROMPERIMETER OF PLANTER AREA,AND MINIMUM 12" CLEARANCEFROM BUILDING.11.BARB X FEMALE FITTING(TYPICAL) , SEE LEGEND FORTYPE. INSTALL STAINLESS STEELCLAMPS ON FITTINGS FOR ANYSYSTEM THAT EXCEEDS 50 PSI.12.34" PVC THREADED NIPPLE,LENGTH AS REQUIRED.857996EMITTERTRIANGULAR SPACING23C1211FVFVNOTESA.TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THEPLANTER AREAS BE BROUGHT TO MINIMUM 3"- 4" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PERTHE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING.B.INSTALL TUBING ROWS A MAXIMUM 16" ROW SPACING. SECURE TO GRADE USING 9" GALVANIZED WIRE HOOPSTAKES AT MAXIMUM 4 FEET ON CENTER SPACING.C.BACKFILL FINAL 2" - 3" OF SOIL AFTER INSTALLATION OF TUBING.D.DRIP TUBING SHALL BE INSTALLED WITH EMITTERS TRIANGULAR SPACED.E.INSTALL PERIMETER TUBING MAXIMUM 6" FROM PERIMETER EDGE FOR GROUNDCOVER AREAS OR AT FIRST LINEOF SHRUBS.F.INSTALL PARALLEL TO SLOPE AT ALL TIMES.G.CONTRACTOR SHALL DETERMINE MINIMUM ROW SPACING IN THE FIELD AFTER REVIEW OF PLANT SPACING FOREACH PLANTER.H.EACH AND EVERY SHRUB SHALL RECEIVE WATER FROM A MINIMUM OF TWO INLINE EMITTERS.I.AREAS OF TIGHTLY SPACED GROUNDCOVER WILL REQUIRE 12" OR CLOSER ROW SPACING.J.FOR ANY 'SINGLE' OR' DOUBLE' ROW TYPE PLANTINGS, INSTALL DRIP TUBING ON BOTH SIDES OF THE SHRUBROW TO IRRIGATE SHRUBS ON EITHER SIDE.K.DUE TO SOIL STRATA DIFFERENCES AND POSSIBLE COMPACTION CONTRACTOR SHALL FIELD VERIFY PRIOR TOSTARTING WORK AND BEFORE BACKFILLING THAT THE FINAL LAYOUT AND ROW SPACING WILL PROVIDEADEQUATE WATER TO ALL PLANTS.1234567LEGEND:1.BARK MULCH FOR SHRUB AREA PLANTING, SEE PLANTING PLAN FOR DEPTH AND TYPE.2.FINISHED GRADE.3.AMENDED SOIL. BRING SOIL LEVEL MINIMUM 3" BELOW FINISHED GRADE PRIOR TO DRIPTUBING INSTALLATION.4.IN-LINE DRIP TUBING - SEE LEGEND FOR TYPE, EMITTER AND ROW SPACING.5.AMENDED SOIL AS PER LANDSCAPE DRAWINGS.6.6" WIRE STAKES FIVE (5) FEET ON CENTER - SEE LEGEND FOR TYPE.7.HARDSCAPE / CURB / PAVING.FNOT TO SCALEDRIP COMBINATION FLUSH VALVE /DRIP INDICATOR POP-UP HEAD4"6"12"2"LEGEND:1.POP-UP DRIP INDICATOR HEAD,WITH DRIP FLUSH NOZZLE, -SEE LEGEND FOR TYPE.2.FINISH GRADE. INSTALL POP-UPDRIP INDICATOR 12" ABOVEGRADE IN TURF DRIP AREASAND 1" ABOVE GRADE IN SHRUBDRIP AREAS.3.APPROVED AMENDED BACKFILL.4.12" POP-UP SPRAY HEAD - SEELEGEND FOR TYPE.5.MANUFACTURED SWING JOINT -HUNTER MODEL #SJ-512 OR RAIN BIRD MODEL #SA-1250501/2" SWING JOINT ASSEMBLY.6.SCH 40 PVC PIPE END FLUSHEXHAUST HEADER FROM DRIPSYSTEM, MINIMUM SIZE 1-1/4".7.DRIP ASSEMBLY CONNECTION.8.SUB-SURFACE IN-LINE DRIPTUBING - SEE LEGEND FORTYPE.9.HARDSCAPE / CURB / PAVING6NOTES:A.AFTER COMPLETE SYSTEM FLUSH, INSTALL DRIP INDICATOR NOZZLE AND ADJUST TO FULLYCLOSED POSITION.B.FOR POTABLE WATER INSTALL "ORANGE" COLORED FLUSH NOZZLE. FOR RECYCLED WATERINSTALL "PURPLE" COLORED FLUSH NOZZLE.C.INSTALL POP-UP INDICATOR HEAD 10" FROM PERIMETER OF PLANTER / HARDSCAPE.D.DISCHARGE EXHAUST HEADER SHALL BE INSTALLED 12" BELOW FINISHED SOIL GRADE, TYPICAL.E.INSTALL MINIMUM ONE(1) DRIP INDICATOR / FLUSH ASSEMBLY PER DRIP ZONE.E.USE TEFLON TAPE ON THREADED FITTINGS, TYPICAL. (NO LIQUID TEFLON)54138972SECTION VIEWDRIPLINE CONNECTIONNOT TO SCALELEGEND:1.BARK MULCH FOR SHRUB AREA PLANTING, SEE PLANTING PLAN FOR DEPTH AND TYPE.2.FINISHED GRADE.3.AMENDED SOIL.4.DRIP TUBING - SEE LEGEND FOR TYPE.5.DRIPLINE BARB INSERT FITTINGS - SEE LEGEND FOR TYPE.6.BLANK POLY TUBING - LENGTH AS REQUIRED.7.DRIP TUBING MALE ADAPTER.8.PVC LATERAL LINE PIPING INLET OR EXHAUST MANIFOLD.9.SCH 40 PVC TEE SxSxT, LINE SIZE BY 12".10.6" WIRE STAKES FIVE (5) FEET ON CENTER - SEE LEGEND FOR TYPE.23467589SECTION VIEW1E102"LEGEND:1.10" PLASTIC ROUND VALVEBOX - HEAT BRAND "FV"ONTO LID.2.FINISHED GRADE.3.SCH 40 PVC PIPE EXHAUSTHEADER FROM DRIP TUBING.4.PVC LATERAL (OR EXHAUSTHEADER).5.SCH 40 PVC ST. ELL. TxS6.3" CRUSHED GRAVEL SUMPTO PROVIDE SUPPORT FORVALVE ASSEMBLY.7.NOMINAL SIZE SOLID BRICKSUPPORTS (2 REQUIRED -EQUALLY SPACED).8.LANDSCAPE FABRIC.9.12" SCH. 40 PVC 90 DEGREEELL TxT. (2 REQUIRED)10.1/2" PVC BALL VALVE - FxFTO REST ON GRAVEL SUMP.11.SCH 80 PVC NIPPLE 1/2" xLENGTH AS REQUIRED.12.18" X 1/2" I.D. FLEX PVC HOSE- WELD INTO SOCKET OF ELLFITTING.SECTION VIEWNOT TO SCALEG123PLAN VIEW146789105911710412MANUAL DRIP FLUSH VALVENOTES:A.USE 45 DEGREE ELLS TO TRANSITION TO DRIP SYSTEMHEADER DEPTH.B.SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE INGROUNDCOVER / SHRUB AREAS.C.USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL.D.FLUSH VALVES FOR TURF AREAS SHALL BE PLACED INADJACENT SHRUB PLANTER WHEN POSSIBLE, AVOID PLACINGVALVES IN TURF AREAS.E.INSTALL FLUSH VALVE 18" FROM PAVING.F.INSTALL FLUSH / BALL VALVE IN THE OPEN POSITION UNTILSYSTEM IS THOROUGHLY FLUSHED OF ANY DEBRIS.G.AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TOPREVENT THEIR DEFORMATION / COLLAPSE.LEGEND:1.PVC PIPE LATERAL LINE FROMDRIP ZONE KIT.2.PVC PIPE SUPPLY HEADER.3.SCH 40 PVC TEE SxSxT OR ELL,LINE SIZE BY 12".4.DRIPLINE FITTING MALEADAPTER TRANSITION TO DRIPTUBING.5.IN-LINE DRIP TUBING WITHTRIANGULAR SPACINGEMITTERS 12 INCH ON CENTER,ROW SPACING 14-16 INCHESON CENTER FOR SHRUBAREAS AND 12 INCHESMAXIMUM FOR TURF AREAS. -SEE LEGEND FOR TYPE.6.PVC PIPE FLUSH EXHAUSTMANIFOLD.7.FLUSH VALVE, PLUMBED TOPVC PIPE AT LOW/END OF DRIPZONE (TYP) - SEE LEGEND FORTYPE.8.DRIP OPERATIONAL INDICATOR- SEE LEGEND FOR TYPE.9.PLANTER AREA PERIMETER.10.PERIMETER DRIPLINE PIPE TOBE INSTALLED 4"-6" FROMPERIMETER OF PLANTER AREA,MINIMUM 12" DISTANCE FROMBUILDING.11.PVC PIPE SCH 40 RISER,LENGTH AS REQUIRED.12.BARK MULCH - SEE PLANTINGPLAN.13.AMENDED SOIL - 2" COVER.DRIPLINE LAYOUT (TYP)123410595678NOT TO SCALEDEMITTERTRIANGULAR SPACINGFVDILEGEND:1.PVC PIPE LATERAL LINE FROM DRIPZONE KIT.2.PVC PIPE LATERAL SUPPLY HEADER.3.PVC PIPE INLET HEADER.4.SCH 40 PVC TEE SxSxT, LINE SIZE BY 12".5.DRIPLINE FITTING MALE ADAPTERTRANSITION TO DRIP TUBING.6.IN-LINE DRIP TUBING WITH EMITTERS 12INCH ON CENTER, MAXIMUM ROWSPACING 14"-16" ON CENTER IN SHRUBAREAS AND 10"-12" IN TURF - SEELEGEND FOR TYPE.7.PVC PIPE FLUSH EXHAUST MANIFOLD.8.FLUSH VALVE, PLUMBED TO EXHAUSTHEADER PVC PIPE AT LOW / END OFDRIP ZONE, TYP. - SEE LEGEND FORTYPE.9.PLANTER AREA PERIMETER.10.PERIMETER DRIPLINE LATERALS 18"FROM EDGE. REFER TO PIPEINSTALLATION DETAIL FOR DEPTH, SEEPLAN FOR SIZE.11.PERIMETER DRIPLINE PIPE TO BEINSTALLED 4"-6" FROM PERIMETER OFPLANTER AREA, MINIMUM 12" DISTANCEFROM BUILDING.12.INSTALL PVC LATERAL LINE WITHINSLEEVES BETWEEN ALL PLANTERS -SEE LEGEND FOR TYPE.ISLAND DRIPLINE LAYOUTNOT TO SCALEFVNOTES:A.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERSSPECIFICATIONS.B. DRIP EMITTER LAYOUT SHALL BE TRIANGULAR SPACED INSTALLED WITH 9" WIRESTAKES FIVE (5) FEET ON CENTER.EMITTERTRIANGULARSPACINGTYP.B1234567910118FVFV81272MINIMUM SIZE SHALL BE 1-1/4 INCH6 THROUGH 10 GPMMINIMUM SIZE SHALL BE 1 INCH11 THROUGH 15 GPMMINIMUM SIZE SHALL BE 3/4 INCH0 THROUGH 5 GPMNOTE: CONTRACTOR SHALL SIZE ALL DRIPLINE EXHAUSTHEADERS PER PIPE SIZING CHART, IN NO INSTANCE SHALLPIPE SIZE EXCEED DESIGNATED GPM RANGE.FLOW RANGEMINIMUM SIZE OF HEADER/FOOTERMINIMUM SIZE SHALL BE 1-1/2 INCH16 THROUGH 25 GPMMINIMUM SIZE SHALL BE 2 INCH26 THROUGH 50 GPMHEADER/FOOTER SHALL BE MINIMUM SIZE OF 3/4 INCH.DRIP MANIFOLDBURIAL DEPTH2311311213POP-UP TREE BUBBLERNOT TO SCALEHROOTBALLSET AT EDGE OFROOTBALLSET AT EDGE OFSECTION VIEWLEGEND:1.TREE TRUNK.2.TREE ROOTBALL.3.IRRIGATION POP-UP HEAD WITHBUBBLER NOZZLE - SEE LEGENDFOR TYPE.4.FINISHED GRADE.5.2" LAYER OF MULCH, PERPLANTING PLANS.6.IRRIGATION POP-UP HEAD - SEELEGEND FOR TYPE.7.SCH 80 PVC THREADED RISER -LENGTH AS REQUIRED.8.PVC LATERAL, PER PLAN.9.PRE-ASSEMBLED TRIPLE SWINGJOINT: HUNTER SJ SERIES (ORAPPROVED EQUAL). LAY LENGTHTO BE 6" MINIMUM, SIZE AS PERSPRINKLER OUTLET.10.SET ROOTBALL ON UNDISTURBEDNATIVE SOIL.11.PVC SCH 40 TEE -SST OR ELL -STON PVC LATERAL.12.TREE PIT, PER PLANTINGDETAILS.1234567891110123NOTE:A.(2) BUBBLERS REQUIRED FOR 24" BOX TREES AND SMALLER.(3) BUBBLERS REQUIRED FOR 36" BOX TREES.(4) BUBBLERS REQUIRED FOR PALMS AND 48" BOX AND LARGER TREES.B.PERCOLATION TEST TO BE DONE FOR DEEP WATERING, AND RESULTS RETURNED TOLANDSCAPE ARCHITECT.C.PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE. ADJUST PERROOTBALL SIZE, TYPICAL.D.USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL.BACKFLOW ENCLOSURENOT TO SCALEJSTRONGBOXSMOOTH TOUCH LOW PROFILE1. 4.BACKFLOW PREVENTER.PADLOCK PROTECTIVE COVER.7.8.6. ANCHOR BASE MOUNT.2.3.ENCLOSURE LOCKING SWING DOOR (DOORMOUNTED TO ANCHOR BASE)SMOOTH TOUCH ANCHOR BASE.MOUNTING BASE SECURED IN CONCRETEWITH 3/8" "L" BOLTS (4 PLACES).EXISTING CONCRETE CORNERS WILL NEED3/8"x 3" REDHEAD ANCHORS.ENCLOSURE SWIVEL POINT ATTACHED TOMOUNTING BASE. ENCLOSURE SECURED TOBASE ( 6 PLACES )PADLOCK.5.LEGENDSTRONGBOX SMOOTH TOUCH BACKFLOWCAGE AS SPECIFIED PER SIZE.POURED CONCRETE BASE, 6" MINIMUMTHICKNESS. EXTEND 4" BEYOND OUTSIDEDIMENSIONS OF ENCLOSURE.9.ENCLOSURE MOUNTING BASE STUDS3/8" X 3/4".10.3/8” “L” ANCHOR BOLTS SUBMERGED INCONCRETE A MINIMUM TWO INCHES.NOTES:A.POURED CONCRETE BASE - 6” MINIMUM THICKNESS – EXTEND 4” BEYOND OUTSIDEDIMENSIONS OF ENCLOSURE, INSTALL PER MANUFACTURE SPECIFICATIONS.B.IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THESIZE REQUIRED BY THE MANUFACTURER.C.BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE TOGOVERNING CODES AND ORDINANCE.D.WRAP SUBSURFACE BRASS PIPING WITH 10 MILL UPC PIPE WRAP.E.PROVIDE 6" CLEARANCE ALL AROUND ENCLOSURE. SLOPE TO DRAIN AWAY AND FINISH WITH1/4" ROUND OVER.F.INSTALL ENCLOSURE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PROVIDE ADEQUATECLEARANCE FOR MAINTENANCE.PBBBBSECTION VIEWLEGEND:1.R/P DEVICE - SEE LEGEND FOR SIZEAND TYPE.2.PRESSURE REGULATOR - IF SPECIFIEDSEE LEGEND FORSIZE AND TYPE.3.BRASS UNION.4.BRASS ELL (TYP).5.SCH. "K" HARD COPPER NIPPLE - 12"MINIMUM LENGTH.6.PVC MAINLINE TO MASTER VALVE -SIZE AND TYPE PER PLAN.7.SCH 80 FEMALE ADAPTER.8.SCH. "K" HARD COPPER MAINLINEFROM METER.9.12"x12"x12" POURED CONCRETETHRUST BLOCKS- TWO REQUIRED.10.POURED CONCRETE BASE - SEE NOTE(A) BELOW.11. 3/8” (L) ANCHOR BOLTSSUBMERGED IN CONCRETE MINIMUMTWO INCHES - PER MANUFACTURESPECIFICATIONS.12.BRASS FULL-PORT BALL VALVE, LINESIZE.13.WYE STRAINER - SEE LEGEND FORTYPE.14.BRASS RISER - LENGTH AS REQUIRED,4 REQ.15.BRASS BALL VALVE AS PART OFASSEMBLY.16.BACKFLOW DEVICE ENCLOSURE - SEELEGEND FOR TYPE. MAXIMUM SIZE(17.75"W x 27"H x 46.5"L) MAXIMUM WT.50 LBS.17.SLIP-ON INSULATING / FREEZEBLANKET BACKFLOW COVER - IFSPECIFIED SEE LEGEND FOR SIZE ANDTYPE.13456789101415B1312B11BACKFLOW DEVICENOT TO SCALEI17216BFERTILIZING SYSTEMNOT TO SCALELEGEND:1. FINISHED GRADE.2. PLASTIC RECTANGULAR "JUMBO" VALVE BOX, SIZE BOX PER MANUFACTURERECOMENDATION, WITH LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEATBRAND "FI" ONTO LID.3. PROPORTIONING CAP WITH FEED ADJUSTMENT KNOB.4. EZ-FLO SHUT OFF VALVES.5. EZ-FLO FERTILIZING SYSTEM, SEE LEGEND FOR SIZE.6. (FERTILIZER OUT) CONNECT CLEAR TUBE TO GREEN CONNECTIONS ON PROPORTIONINGCAP AND COUPLING.7. (WATER IN) CONNECT BLACK TUBE TO BLUE CONNECTIONS ON PROPORTIONING CAP ANDCOUPLING.8. 1/4" TUBING CLAMP - BOTH THE GREEN AND BLUE COUPLING TUBING CONNECTIONS.9. APPROVED BACKFILL.10. PVC MAIN LINE TO VALVE MANIFOLD.11. EZ COUPLING CONNECTOR - INSTALL ACCORDING TO WATER FLOW DIRECTION ARROW,SIZE PER MAINLINE.12. 1/2" ROUND WASHED PEA GRAVEL (MINIMUM 4" DEPTH).13. LANDSCAPE FABRIC.14. INLINE THREADED BRASS CHECK VALVE, SIZE PER MAINLINE.15. PVC MAIN LINE FROM P.O.C EQUIPMENT.16. NOMINAL SIZE SOLID BRICK (4 REQUIRED - ONE AT EACH CORNER OF VALVE BOX).L123454141512811109168761613NOTE:A.ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTEM.B.ITEM 11 IS PURCHASED SEPARATELY, SIZE ITEM 11PER MAINLINE.C.FILL SYSTEM WITH FERTI-MAXX STARTER FERTILIZER PURCHASED SEPARATELY.D. INSTALL PER MANUFACTURE RECOMMENDATION.LEGEND:1.PVC MAINLINE FROM BACKFLOW DEVICE. SEE LEGEND FOR TYPE, DEPTH PERSPECIFICATIONS.2.PVC SCH 80, 45 DEGREE ELL - TYP. (4 REQ.).3.1/2" ROUND WASHED PEA GRAVEL - MINIMUM 4" DEPTH.4.NOMINAL SIZE SOLID BRICK (4 REQUIRED - ONE AT EACH CORNER OF VALVE BOX).5.LANDSCAPE FABRIC.6.PVC MAINLINE TO FLOW SENSOR. SEE SPECIFICATIONS AND TRENCHING DETAILFOR MAINLINE DEPTH.7.SCH 80 PVC NIPPLE - LENGTH AS REQUIRED (3 REQ.)8.PVC SCH 80 UNION (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED.9.FINISHED GRADE. SET TOP OF VALVE BOX 12" ABOVE FINISHED GRADE IN TURFAREAS, AND 1-1/2" IN SHRUB / GROUND COVER AREAS.10.CHRISTY'S VALVE STATION # I.D. TAG ATTACHED TO VALVE BONNET BOLT.11.PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER, USE STAINLESS BOLT,NUT, AND WASHER. HEAT BRAND "MV" ONTO LID.12.EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS. SEE LEGEND FORTYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT VALVE.13.SCH 80 PVC FEMALE ADAPTER (2 REQ.)14.MASTER CONTROL VALVE. SEE LEGEND FOR TYPE.MASTER VALVENOT TO SCALENOTES:A.USE SCH 80 PVC FITTINGS.B.SET TOP OF VALVE BOX 12" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHEDGRADE IN GROUNDCOVER AND SHRUB AREAS.C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER / SHRUB AREAS WHERE POSSIBLE.INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER.D.USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL.E.INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVEMAINLINE DEPTH.FLOW2134564"MAX.2"MIN.SECTION VIEW2"MIN.4"MIN.13978MV 10141112FLOWK REV.PROFESSIONAL STAMPDATEDESCRIPTIONPA / PM:PLAN ISSUE DATESDRAWN BY:REVIEWED BY:MSA JOB NO.:RGRG19-003-for :MRMSA3745 W. Chapman Ave Development Services Planning Architecture Interiors Construction ManagmentCONSULTANTParking Structure / Lobby Core CRC Real Estate Corp. 01-10-20 - Plan Check Re-Submittal c/o PCCRE - 41 Corporate Park, #230, Irvine, CA. 92606 ORANGE, CA. 9286810-04-19OWNER REVIEWSCHEMATIC DESIGNSuite "B" www.msassociatesinc.com 23112 Alcalde Drive Laguna Hills, CA 9265305/31/2101/10/2010-09-19OWNER REVIEWSCHEMATIC DESIGN10-23-19OWNER REVIEWPROGRESS CD 11-15-19SUBMITTAL 1PLAN CHECK01-10-20RE-SUBMITTAL PLAN CHECKIRRIGATIONDETAILSL4.2BALL VALVELEGEND:1.FINISHED GRADE.2.DURA MANIFOLD SYSTEM ADAPTERSWIVEL COUPLING (SWIVEL x O-RING MIPT),TWO REQUIRED, SIZE PER VALVE.3.SCH 80 PVC REDUCER BUSHING, SxT, SIZEAS REQUIRED (QTY. 2 REQUIRED).4.PVC MAINLINE - DEPTH PER SPECS.5.45 DEGREE ELBOW, SCH 80 FITTINGSSHALL BE USED TO RAISE MAINLINE FORBALL VALVE WITHIN 12" OF FINISHEDGRADE. (QTY. 4 REQUIRED)6.NOMINAL SIZE SOLID BRICK (QTY. 4REQUIRED - ONE AT EACH CORNER OFVALVE BOX).7. LANDSCAPE FABRIC.8. 1/2" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH WITH 2" MINIMUMCLEARANCE.9. BALL VALVE - SEE LEGEND FOR TYPE.INSTALL SHUTOFF HANDLEPERPENDICULAR TO BOX LID WITH 2"MINIMUM, 8" MAXIMUM, CLEARANCE.10. PLASTIC RECTANGULAR VALVE BOXWITH LOCKING COVER, USESTAINLESS BOLT, NUT, AND WASHER.HEAT BRAND "BV" ONTO LID MARKEDFOR "RECYCLED WATER".SECTION VIEW1234678910NOT TO SCALENOTES:A.SCH 80, 45 DEGREE ELBOW FITTINGS, SHALL BE USED TO RAISE MAINLINE WITHIN 12" OFFINISHED GRADE. (FOUR REQUIRED)B.PLACE VALVE BOX IN GROUNDCOVER AND SHRUB AREAS WHENEVER POSSIBLE.C.VALVE BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE.INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE - INSTALL VALVE CENTERED IN BOX.D.BOLTDOWN VALVE BOX COVER WITH STAINLESS STEEL BOLT AND WASHER.E.ALL MAINLINE AND VALVE FITTINGS SHALL BE SCHEDULE 80 FITTINGS.54"MIN.M12345SECTION VIEW817111291013141516REMOTE CONTROL VALVEA1LEGEND:1.PVC LATERAL LINE PIPE. SEE LEGEND FOR TYPE - DEPTH PER SPECIFICATIONS.2.PVC SCH 40, 45 DEGREE ELL - TYP. (2X).3.1/2" ROUND WASHED PEA GRAVEL - MINIMUM 4" DEPTH.4.NOMINAL SIZE SOLID BRICK (4 REQUIRED - ONE AT EACH CORNER OF VALVE BOX).5.LANDSCAPE FABRIC.6.PVC MAINLINE. SEE LEGEND FOR TYPE, DEPTH PER SPECIFICATIONS.7.PVC SCH 80 TEE OR ELL ON MAINLINE OR MANIFOLD.8.SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH.9.SCH 80 PVC NIPPLE - LENGTH AS REQUIRED. (2 REQUIRED)10.SCH 80 PVC THREADED ELL.11.FINISHED GRADE. SET TOP OF VALVE BOX 12" ABOVE FINISHED GRADE IN TURF AREAS, AND1-1/2" IN SHRUB / GROUND COVER AREAS.12.CHRISTY'S VALVE STATION # I.D. TAG ATTACHED TO VALVE BONNET BOLT.13.PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER, USE STAINLESS BOLT, NUT, ANDWASHER. HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID.14.CONTROL WIRE CONNECTIONS, PRE-FILLED WITH WATER PROOF INSULATING GEL SEALANT.SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT VALVE.15.SCH 80 PVC FEMALE ADAPTER.16.REMOTE CONTROL VALVE. SEE LEGEND FOR TYPE.17.SCH 80 PVC RISER - LENGTH AS REQUIRED.18.PRESSURE REGULATOR, IF SPECIFIED.NOT TO SCALE76189NOTES:A.USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE.B.USE SCH 40 PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE.C.SET TOP OF VALVE BOX 12" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHEDGRADE IN GROUNDCOVER AND SHRUB AREAS.D. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER / SHRUB AREAS WHERE POSSIBLE.INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER.E.USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL.F.INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVELATERAL LINE DEPTH.NDRIP REMOTE CONTROL VALVENOT TO SCALESECTION VIEW2" MIN.123576891011121314LEGEND:1.CONTROL WIRE CONNECTIONS, PRE-FILLED WITH WATER PROOF INSULATING GEL SEALANT -PROVIDE 24" COIL OF WIRE AT VALVE.2.REMOTE CONTROL VALVE - SEE PLAN FOR SIZE, SEE LEGEND FOR TYPE.3.BASKET FILTER - SEE LEGEND FOR TYPE.4.PVC SCH 40 MALE ADAPTER. (2 REQ. FOR 1" VALVE) (4 REQ. FOR 1-1/2" VALVE)5.PLASTIC RECTANGULAR JUMBO VALVE BOX WITH LOCKING COVER, USE STAINLESS BOLT,NUT, AND WASHER. HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID.6.FINISHED GRADE - SET TOP OF VALVE BOX 12" ABOVE GRADE IN TURF AREAS AND 2" ABOVEGRADE IN SHRUB / GROUND COVER AREAS.7.PVC LATERAL LINE TO DRIP SYSTEM.8.NOMINAL SIZE SOLID BRICK - 4 REQUIRED, ONE AT EACH CORNER OF VALVE BOX.9.1/2" ROUND WASHED PEA GRAVEL - MINIMUM 4" DEPTH WITH 2" VALVE CLEARANCE.10.LANDSCAPE FABRIC.11.PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND PVC SCH 40 ELL.12.PVC MAINLINE - SEE PLAN FOR SIZE, SEE LEGEND FOR TYPE. DEPTH PER SPECIFICATIONS.13.PVC SCH 80 NIPPLE. (LENGTH S REQUIRED)14.PVC SCH 80 ELL.15.CHRISTY'S VALVE STATION # I.D. TAG ATTACHED TO VALVE BONNET BOLT.15A11-1/2" DRIP VALVE ASSEMBLY14-1/4" ±1/2"OUTLETS (2) 1" FPT10-1/2" ±1/2"INLET 1-1/2" FPT1-1/2" RCVDRIP CONTROL ZONE KIT:(INCLUDES 1-1/2" VALVE,(2) PRB-QKCHK PRESSUREREGULATING 1" BASKET FILTERS.USE FOR DEMANDS 14 GPM ANDGREATER4PLAN VIEWOINSTALL ONE (1) BASKET FILTER FOR DEMANDS (1 - 13) GPM.INSTALL TWO (2) BASKET FILTER FOR DEMANDS FOR DEMANDS (14 - 35) GPM.NOTES:A.USE SCH. 80 PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH.B.SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN MULCH OR GROUNDCOVER/ SHRUB AREAS, SET 12" ABOVE FINISHED GRADE IN TURF AREAS.C.USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL.QUICK COUPLER VALVESECTION VIEW4123567810121314911LEGEND:1.REMOVABLE QUICK COUPLER KEY ASSEMBLYCONNECTION. KEY MUST CLEAR VALVE BOX,AS SHOWN.2.10" ROUND PLASTIC VALVE BOX WITHLOCKING COVER, USE STAINLESS BOLT, NUT,AND WASHER. HEAT BRAND "QCV" ONTO LID.3.FINISHED GRADE.4.STAINLESS STEEL CLAMP - 2 REQUIRED.5.1/2" ROUND WASHED PEA GRAVEL - MINIMUM4" DEPTH.6.LANDSCAPE FABRIC.7.#4 REBAR - 36" MINIMUM LENGTH.8.PVC MAINLINE - SEE LEGEND FOR TYPE.9.PVC SCH 80 TEE OR ELL10.BRASS NIPPLE, 6" MINIMUM LENGTH11.NOMINAL SIZE SOLID BRICK SUPPORTS(3 MINIMUM REQUIRED - SPACEDEQUALLY).12.BRASS ELL - 2 REQUIRED.13.BRASS NIPPLE, LENGTH AS REQUIRED.14.QUICK COUPLING VALVE WITHLOCKING COVER - SEE LEGEND FORTYPE.124"MIN.NOT TO SCALEPWALL-MOUNT CONTROLLERSECTION VIEW1NOT TO SCALELEGEND:1.BUILDING WALL, VERIFY EXACT LOCATION IN FIELD.2.WALL-MOUNT CONTROLLER - SEE LEGEND FOR SPECIFICATIONS.3.1" RIGID METAL ELECTRICAL CONDUIT WITH SWEEP ELL FOR MASTER CONTROL VALVE WIRES.4.3" RIGID METAL ELECTRICAL CONDUIT WITH SWEEP ELL FOR DIRECT BURIAL CONTROL WIRES.5.1" RIGID METAL ELECTRICAL CONDUIT WITH SWEEP ELL FOR FLOW SENSOR CABLE.6.1" RIGID METAL ELECTRICAL CONDUIT WITH SWEEP ELL FOR GROUND ROD CABLE. (1) 58" X 8' COPPERGROUND ROD MINIMUM W/ #10 GROUND WIRE AND CLAMP. INSTALL INSIDE A 10" ROUND VALVE BOX -GROUND ROD TO BE LOCATED WITHIN 15' OF CONTROLLER. CONTRACTOR SHALL INSTALL ACTUALGROUNDING EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS.7.FINISHED GRADE OR BUILDING FLOOR, COORDINATE CONDUIT ROUTING.8.1" RIGID METAL ELECTRICAL CONDUIT.9.120 VOLT POWER SUPPLY IN J-BOX.10."ET" MANAGER CARTRIDGE, SEE LEGEND FOR TYPE.11. REMOTE ANTENNA MOUNT.12. RAIN SENSOR WITHIN STAINLESS STEEL ENCLOSURE. LOCATE IN AREA WITH NO OBSTRUCTIONS.VERIFY EXACT SENSOR LOCATION IN FIELD WITH OWNER, SEE LEGEND FOR TYPE.13.2" x 12' GALVANIZED STEEL MOUNTING PIPE.14.POURED CONCRETE BASE - 20" MINIMUM THICKNESS WITH 12% SLOPE FOR DRAINAGE.15.METAL ELECTRICAL CONDUIT FROM "ET" SYSTEM SENSOR TO "ET" SYSTEM MODULE.16. (1) 58" X 8' COPPER GROUND ROD MINIMUM W/ #10 GROUND WIRE AND CLAMP. INSTALL INSIDE A 10"ROUND VALVE BOX - GROUND ROD TO BE LOCATED WITHIN 15' OF CONTROLLER. CONTRACTOR SHALLINSTALL ACTUAL GROUNDING EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS.ETC-LXET MANAGER CARTRIDGEQ1116102159873456121314PIPE INSTALLATIONSECTION VIEW3/4" TO 1-1/2" IN SIZE2" TO 6" IN SIZEDIMENSIONAB18"12"24"18"LEGEND:1.FINISHED GRADE.2.CLEAN COMPACTED BACKFILL.3.UNDISTURBED SOIL.4.PVC LATERAL LINE - SEE LEGEND FOR TYPE.5.PVC MAINLINE - SEE LEGEND FOR TYPE.6.CONTROL WIRES. TAPE AND BUNDLE TO MAINLINE @ 10' O.C.ABNOTES:A.PIPE LINES MUST HAVE MINIMUM CLEARANCE OF 4" FROM EACH OTHER AND 24" FROMOTHER TRADES.B.RUN WIRING NEXT TO MAINLINE PIPE WHEN RUN IN THE SAME TRENCH. BUNDLE ALLWIRES @ 10' O.C. WITH BLACK VINYL ELECTRICAL TAPE.C.TIE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION.D.CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOCATIONS.E.PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE ON TRENCH BOTTOM TO ALLOW FOREXPANSION AND CONTRACTIONS.123456NOT TO SCALESLEEVE INSTALLATIONLEGEND:1.ROAD PAVING.2.UNDISTURBED SOIL.3.SAND BACKFILL.4.MAIN AND LATERAL LINE SLEEVE2"- 4" DIAMETER SCHEDULE 40PVC PIPE.5.MAIN AND LATERAL LINE SLEEVE6" DIAMETER OR GREATERSCHEDULE 40 PVC PIPE.6.WIRE SLEEVE.7.LATERAL LINE SLEEVE 6" DIAMETER ORGREATER SCHEDULE 40 PVC PIPE.8.LATERAL LINE SLEEVE 2"-4" DIAMETERSCHEDULE 40 PVC PIPE. 2" MINIMUM SLEEVESIZE.9.CLEAN COMPACTED BACKFILL.10.PAVING (NON-ROAD).11. METALLIC BACKED LOCATING TAPE INSTALLEDENTIRE LENGTH OF THE SLEEVE, LOCATEDDIRECTLY ABOVE SLEEVE, ATTACHED EVERY 5FEET. TAPE SHALL BE MARKED "IRRIGATION" INTWO INCH CAPITAL LETTERS EVERY THREEFEET ALONG THE TAPE.SECTION VIEWNOTES:A.SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED, MINIMUM 2"SIZE.B.SLEEVES UNDER PAVING (NON-ROADS) LESS THAN 2" DIAMETER = 18" COVER, 2" - 5-1/2" DIAMETER= 24" COVER, 6" DIAMETER OR GREATER = 36" COVER - SCHEDULE 40 PVC PIPE.C.SLEEVES UNDER ROADS, 6" DIAMETER OR LESS = 36" COVER, 6" DIAMETER OR GREATER =48"COVER - SCHEDULE 80 PVC PIPE.D.SLEEVE LOCATIONS SHALL BE MARKED AT EACH END AT THE TIME OF INSTALLATION WITH APAINTED SPOT ON THE BACK FACE OF THE CURB OR OTHER SIMILAR MARKING.E.EXACT SLEEVE LOCATION AND SIZE SHALL BE MARKED ON RECORD DRAWINGS WITHDIMENSIONING FOR IRRIGATION AS-BUILT PLANS PRIOR TO BACKFILL.F.LINES MUST HAVE MINIMUM CLEARANCE OF 4" FROM EACH OTHER & 24" FROM OTHER TRADES.G.RUN WIRING UNDER MAINLINE, TAPE & BUNDLE @ 10' O.C.H.TIE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION.I.ALL SLEEVES MUST HAVE EXPANDING FOAM SEALANT INSIDE PIPE ENDS.J.ALL SLEEVES MUST EXTEND MINIMUM 12" DISTANCE PAST CURB OR SIDEWALK.1234518"24"36"36"48"8756NOT TO SCALE96113109RSNON-VEHICULAR PAVINGVEHICULAR PAVINGWIRE CONNECTIONSECTION VIEWLEGEND:1.LOW VOLTAGE WIRES - SEE LEGENDFOR SIZE AND TYPE.2.POLY TUBE PRE-FILLED WITHWATERPROOF GEL - SEE LEGENDFOR TYPE.3.WIRE CONNECTOR- AS APPROVED.NOTES:A.WIRES SHALL BE PRE-STRIPPED OF 12" OF THE INSULATION. JOIN WIRES ANDTWIST TOGETHER. WIRE SPLICES MUST BE TWISTED WITH WIRE TWISTINGTOOL WITH A MAXIMUM OF TWO WIRES PER TWIST, PRIOR TO INSTALLINGCONNECTOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. CORRECTWIRE CONNECTIONS ARE EXTREMELY IMPORTANT. REFER TO MANUFACTURERECOMMENDATION FOR PROPER WIRE CONNECTIONS.B.ALL WIRE CONNECTIONS SHALL INCLUDE A WIRE NUT CONNECTOR AND A POLYTUBE PRE-FILLED WITH WATERPROOF SEALING GEL.C.DIRECT BURY SPLICE KIT MODEL # SA 101 SHALL BE USED TO ELECTRICALLYCONNECT 2 - #14 AND/OR 1 - #18 PRE-STRIPPED COPPER WIRES. LARGERWIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE MODEL # SA102, ALARGER WIRE CONNECTOR.D.ALL WIRE SPLICES SHALL BE PLACED WITHIN PLASTIC VALVE BOX OR WIREPULL BOX.123NOT TO SCALETFLOW SENSORBLUERED2" MIN.FLOW4"MIN.45BLUERED11EXAMPLE: FOR 1.5" FLOW SENSOR:DIMENSION (A) = (1.5" x 10) MINIMUM 15"DIMENSION (B) = (1.5" x 5) MINIMUM 7.5"SECTION VIEWLEGEND:1.PLASTIC RECTANGULAR VALVE BOX WITHBOLT DOWN COVER, USE STAINLESS BOLTNUT AND WASHER - HEAT BRAND "FS"ONTO LID.2.FLOW SENSOR - SEE LEGEND FOR SIZEAND TYPE.3.MAINLINE - SIZE PER FLOW SENSOR,LENGTH AS REQUIRED PERMANUFACTURE RECOMMENDATIONS.4.NOMINAL SIZE SOLID BRICK (4 REQUIRED,ONE AT EACH CORNER).5.LANDSCAPE FABRIC.6.1/2" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH.7.PVC MAINLINE TO MASTER VALVE - SEE LEGENDFOR TYPE, SIZE PER PLAN.8.SCH 80 REDUCER COUPLING - SIZE PER MAINLINEAND FLOW SENSOR (2 REQUIRED).9.1-1/4" SCH 40 PVC WIRE CONDUIT WITH SWEEPELBOW TO CONTROLLER LOCATION. SEALCONDUIT ENDS WITH EXPANDING SPRAY FOAMSEALANT.10.FINISHED GRADE. SET TOP OF VALVE BOX 12"ABOVE GRADE IN TURF AREAS AND 1-1/2" ABOVEGRADE IN SHRUB / GROUNDCOVER AREAS.11.EPOXY-FILLED WATERPROOF CONTROL WIRECONNECTIONS - SEE LEGEND FOR TYPE.PROVIDE MINIMUM 24" WIRE EXPANSION COILS ATFLOW SENSOR.1278910NOT TO SCALE63NOTES:A.USE SCH 80 PVC FITTINGS.B.SET TOP OF VALVE BOX 12" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2"ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS.C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER / SHRUB AREAS WHEREPOSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER.D.USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL.E.INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATIONABOVE LATERAL LINE DEPTH.F. INSTALL FLOW SENSOR PER MANUFACTUR'S RECOMMENDATIONS.U 3745 W.CHAPMAN AVE.NEW PARKINGSTRUCTUREN. MANCHESTER AVE.CHAPMAN AVE.W. SHERRINGHAM AVE.N. WOODRIDGE CIR.(E)(E)(E)(E)(E)3636363636PLANT LEGENDSYMBOLBOTANICAL NAMECOMMON NAMESIZEFORM/HEIGHTWATERUSEDETAILQTY.TREESLAGERSTROEMIAINDICA 'TUSCARORA'TUSCARORA CRAPEMYRTLE24"BOXSTD./10'MA, L6.19LOPHOSTEMONCONFERTUSBRISBANE BOX24"BOXSTD./10'MA, L6.12836"BOXSTD./12'5OLEA EUROPAEA'WILSONII'WILSON'S FRUITLESSOLIVE36"BOXMULTI./10'LB, L6.11SHRUBS, GRASSES, & GROUNDCOVERSSYMBOLBOTANICAL NAMECOMMON NAMESIZESPACINGWATERUSEDETAILQTY.ALOE 'BLUE ELF'BLUE ELF ALOE1 GAL.24" O.C.LC - D, L6.158ARBUTUS UNEDO'COMPACTA'DWARF STRAWBERRYTREE5 GAL.48" O.C.LC - D, L6.141CALLISTEMON 'LITTLEJOHN'DWARF CALLISTEMON5 GAL.48" O.C.LC - D, L6.187CARISSA M. 'GREENCARPET'DWARF NATAL PLUM1 GAL.30" O.C.LC - D, L6.1130CAREX DIVULSABERKELEY SEDGE1 GAL.24" O.C.LC - D, L6.1412DIANELLA 'LITTLE REV'LITTLE REV FLAX LILY1 GAL.24" O.C.LC - D, L6.1109DIANELLA T.'VARIEGATA'WHITE STRIPEDTASMAN FLAX LILY1 GAL.24" O.C.MC - D, L6.1358LANTANA 'NEW GOLD'NEW GOLD LANTANA5 GAL.36" O.C.VLC - D, L6.187LOMANDRALONGIFOLIA BREEZEDWARF MAT RUSH1 GAL.36" O.C.LC - D, L6.1132NANDINA D. 'HARBOURDWARF'HARBOUR DWARFHEAVENLY BAMBOO5 GAL.24" O.C.LC - D, L6.1104ROSMARINUS O.'PROSTRATUS'CREEPINGROSEMARYFLATS18" O.C.VLC - D, L6.1PER PLANWATER USE KEY:VL = VERY LOW WATER USE, L = LOW WATER USE, M = MODERATE WATER USE, H = HIGH WATER USE. WATER USE STATED ISPER 'A GUIDE TO ESTIMATING IRRIGATION WATER NEEDS OF LANDSCAPE PLANTINGS IN CALIFORNIA' (ALSO REFERRED TO ASWUCOLS) FOR REGION 3.DENOTES SOIL SAMPLE LOCATION - REFER TO PLANTING NOTE '9' FOR ADDITIONAL INFORMATION.EXISTING TREE LEGENDSYMBOLBOTANICAL NAMECOMMON NAMELAGERSTROEMIAINDICACRAPE MYRTLEREV.PROFESSIONAL STAMPDATEDESCRIPTIONPA / PM:PLAN ISSUE DATESDRAWN BY:REVIEWED BY:MSA JOB NO.:RGRG19-003-for :MRMSA3745 W. Chapman Ave Development Services Planning Architecture Interiors Construction ManagmentCONSULTANTParking Structure / Lobby Core CRC Real Estate Corp. 01-10-20 - Plan Check Re-Submittal c/o PCCRE - 41 Corporate Park, #230, Irvine, CA. 92606 ORANGE, CA. 9286810-04-19OWNER REVIEWSCHEMATIC DESIGNSuite "B" www.msassociatesinc.com 23112 Alcalde Drive Laguna Hills, CA 9265305/31/2101/10/2010-09-19OWNER REVIEWSCHEMATIC DESIGN10-23-19OWNER REVIEWPROGRESS CD 11-15-19SUBMITTAL 1PLAN CHECK01-10-20RE-SUBMITTAL PLAN CHECKPLANTING PLANL5.1FOR PLANTING DETAILS - SEE SHEET L6.1FOR LANDSCAPE SPECIFICATIONS - SEE SHEETS L7.1 - L7.4 REV.PROFESSIONAL STAMPDATEDESCRIPTIONPA / PM:PLAN ISSUE DATESDRAWN BY:REVIEWED BY:MSA JOB NO.:RGRG19-003-for :MRMSA3745 W. Chapman Ave Development Services Planning Architecture Interiors Construction ManagmentCONSULTANTParking Structure / Lobby Core CRC Real Estate Corp. 01-10-20 - Plan Check Re-Submittal c/o PCCRE - 41 Corporate Park, #230, Irvine, CA. 92606 ORANGE, CA. 9286810-04-19OWNER REVIEWSCHEMATIC DESIGNSuite "B" www.msassociatesinc.com 23112 Alcalde Drive Laguna Hills, CA 9265305/31/2101/10/2010-09-19OWNER REVIEWSCHEMATIC DESIGN10-23-19OWNER REVIEWPROGRESS CD 11-15-19SUBMITTAL 1PLAN CHECK01-10-20RE-SUBMITTAL PLAN CHECKSCALE: 3/8" = 1'-0"TREE PLANTINGALEGEND:1.(4) VIT RUBBER "CINCH TIES" - ATTACH TO WOOD STAKES IN A FIGURE EIGHT PATTERNWITH GALVANIZED ROOFING NAILS.2.(2) 2" DIA. X 10' WOOD STAKES FOR 24" BOX AND SMALLER TREES OR (2) 3" DIA. X 10' WOODSTAKES FOR 36" BOX AND LARGER TREES. STAKES TO BE UNTREATED LODGEPOLE PINEWITH TAPERED POINTS AND CHAMFERED TOPS. EMBED STAKES 3' MINIMUM BELOWFINISH GRADE OR 6" BELOW BOTTOM OF PLANTING PIT, WHICHEVER IS GREATER. CUTTOP OF STAKES IF DIRECTED BY LANDSCAPE ARCHITECT. DO NOT ALLOW TOP OF STAKESTO EXTEND INTO TREE CANOPY. LONGER 12' LONG STAKES ARE TO BE USED, ASNECESSARY, TO PROVIDE ADDITIONAL SUPPORT FOR TALL AND/OR TOP-HEAVY TREES3.WATER BASIN - 3" MINIMUM DEPTH. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BYLANDSCAPE ARCHITECT.4.AMENDED BACKFILL PER SPECIFICATIONS.5.SCARIFY SIDES AND BOTTOM OF PLANTING PIT.6.NATIVE UNDISTURBED SOIL.7.AFTER SETTLING TREE, SET TOP OF ROOTBALL 3" ABOVE SURROUNDING FINISH GRADEAND SLOPE GRADE FOR DRAINAGE.8.CREATE A 45 DEGREE CHAMFERED PEDESTAL FROM UNDISTURBED NATIVE SOIL TOREDUCE TREE SETTLEMENT.9.INSTALL (2) 4" DIA. SDR 35 PERFORATED PVC STANDPIPE WITH DRAIN SOCK AT OPPOSITESIDES OF PLANTING PIT. PAINT TOP 6" OF STANDPIPE BLACK. TERMINATE TOP OFSTANDPIPES WITH BLACK NDS #11 (4" ROUND) GRATES. INSTALL TOP OF GRATE 2" ABOVEFINISH GRADE. ORIENT STANDPIPES IN SAME LOCATION AT EACH TREE GROUPING TOFACILITATE VERIFICATION AND MAINTENANCE. PLANTING PIT TO DRAIN TOWARDSTANDPIPES.10.TREE - PLUMB AND CENTER IN PIT.11.PLANT TABLET PER SPECIFICATION.NOTES:A.ENSURE THAT TREE TIES ARE INSTALLED LOOSE ENOUGH TO ALLOW FOR ADEQUATETRUNK MOVEMENT.B.INSTALL STANDPIPE FOR 24" BOX TREES AND LARGER TREES ONLY.C.SLOPE BOTTOM OF PLANTING PIT TO SUMP AT 2% MINIMUM.D.KEEP MULCH 4" CLEAR OF TRUNK, TYPICAL.E.AT TURF AREAS, MAINTAIN TURF AT 12” CLEAR FROM BASE OF TRUNK AND INSTALL'ARBOR GARD' TRUNK PROTECTOR.STAKE LOCATION - PLAN VIEWSECTION:PREVAILING WINDROOTBALL 1235678104119SCALE: NTSOLIVE TREE PLANTING (SUMP)BROOTBALLROOTBALLLEGEND1.TREE TRUNK2.ROOTBALL AND BACKFILL PER TREE PLANTING DETAIL3.WATER BASIN PER TREE PLANTING DETAIL4.4" DIA. PVC INSPECTION TUBE WITH BLACK PVC SLIP CAP. SET 3" MAXIMUM ABOVE FINISH GRADE. DRILL3/4" DIA. HOLE IN TOP OF CAP TO ALLOW FOR REMOVAL. CONNECT TO DRAIN PIPE WITH REDUCER FITTINGAS REQUIRED.5.4" DIA. PERFORATED PIPE, WITH DRAINAGE HOLES POINTED DOWN, IN FILTER SOCK, SLOPED AT .5% MIN.TOWARD SUMP.6.CONNECT PERFORATED PIPE TO STORM DRAIN SYSTEM PER CIVIL ENGINEER'S DRAWINGS7.12" LAYER OF 3/4" DRAINAGE GRAVEL, SURROUNDED BY SOIL SEPARATOR FABRIC8.NATIVE SOIL9.EDGE OF PLANTING PIT10.3" CORRUGATED PIPE BELOW ROOTBALL TO ALLOW FOR METHANE GAS RELEASE. PROVIDE 3" BLACK DRAINGRATE, NDS #14, AS CAP AT EXPOSED ENDS.11.4" DIA. X 8' PERFORATED PVC PIPE, WRAPPED WITH FILTER FABRIC, EXTENDED BELOW INSPECTION TUBEAND CENTERED IN AUGERED HOLE.12.12" DIA. X 8' DEEP AUGURED HOLE FILLED WITH 34" CRUSHED GRAVEL, LOCATED AT LOW POINT OFPLANTING PIT.13.4" DIA. PVC SLIP CAP GLUED TO BOTTOM OF PIPE.83214575295PLAN VIEWSECTION741010111312SCALE: 3/4" = 1'-0"SHRUB PLANTING (FLAT)CLEGEND:1.SHRUB - PLUMB AND CENTER IN PIT.2.WATER BASIN - 3" MINIMUM DEPTH. REMOVE BASIN INLAWN AREAS AND AS DIRECTED BY LANDSCAPEARCHITECT.3.AMENDED BACKFILL PER SPECIFICATIONS.4.SCARIFY SIDES AND BOTTOM OF SHRUB PIT.5.NATIVE UNDISTURBED SOIL.6.AFTER SETTLING SHRUB, SET TOP OF ROOTBALL 1"ABOVE SURROUNDING FINISH GRADE AND SLOPEGRADE FOR DRAINAGE.7.CREATE A 45 DEGREE CHAMFERED PEDESTAL FROMUNDISTURBED NATIVE SOIL TO REDUCE TREESETTLEMENT.8.PLANT TABLET PER SPECIFICATION.NOTES:A.KEEP MULCH 4" CLEAR OF CROWN, TYPICAL.B.ROOTS MUST NOT BE ROOT BOUND. LOOSEN ANYTIGHTLY PACKED ROOTS.ROOTBALL2578SECTION:4316EDGE OF PLANTERNOTES:A.ALL SHRUBS / GROUND COVERS TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESSOTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS.B.PLANT MATERIAL AT THE EDGE OF PLANTER AREAS SHALL BE LOCATED ½ OF THE ON-CENTERSPACING DISTANCE INDICATED IN THE LEGEND. FOR EXAMPLE, IF SPACING IS INDICATED AS24” ON CENTER, PLANTS AT THE EDGE OF THE PLANTER SHALL BE LOCATED 12” FROM THEEDGE.C.PLANT SPACING INDICATED IN THE PLANTING LEGEND IS THE MAXIMUM ALLOWED SPACING.IN NARROW PLANTER AREAS, SPACING MAY NEED TO BE REDUCED IN ORDER TO MAINTAINTHE MAXIMUM ON-CENTER SPACING AND SPACING FROM EDGE OF PLANTER AS INDICATEDON THIS DETAIL.SCALE: 3/4" = 1'-0"SHRUB & GROUNDCOVER SPACINGDPLANTING NOTES1.REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION,MULCHING AND OTHER PLANTING INFORMATION.2.NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY INSPECTOR 48 HOURS PRIORTO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES.3.VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THEWORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROMTHOSE SHOWN ON PLAN.4.REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELDCONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BEISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALLNECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES.5.LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROMDAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULLRESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGEDUTILITIES.6.LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS,TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELYSHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK.7.PROVIDE PRE-PLANT WEED CONTROL IN ALL PROPOSED PLANTER AREAS, PER SPECIFICATIONS,PRIOR TO START OF PLANTING. WEED CONTROL INCLUDES ERADICATION OF ALL EXISTING WEEDPLANTS, AS WELL AS VIABLE SEEDS AND ROOTS. USE A NON-SELECTIVE SYSTEMIC CONTACTHERBICIDE, APPLIED PER MANUFACTURER'S RECOMMENDATIONS AND LEAVE SPRAYED PLANTSINTACT FOR AT LEAST 14 DAYS BEFORE REMOVING BY MOWING OR GRUBBING. APPLY WATER BYIRRIGATION OR BY HAND FOR 10 DAYS AS REQUIRED TO ACHIEVE WEED GERMINATION, AND THENRE-APPLY CONTACT HERBICIDES PER ABOVE. REPEAT AS REQUIRED TO ELIMINATE ALL WEEDSPRIOR TO PROCEEDING WITH PLANTING OPERATIONS.8.OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS.SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVALPRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS ORELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH.9.BEFORE BIDDING AND AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVESOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED ON PLANTING PLAN. HAVE SAMPLES TESTEDBY WAYPOINT ANALYTICAL, (800) 264-4522, FOR SOIL FERTILITY. TAKE TWO SAMPLES AT EACHLOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAINAPPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOILPREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPONRECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER. SUBMIT SOIL REPORT TO LANDSCAPEARCHITECT PRIOR TO PLANTING.10.ENSURE THAT ROUGH GRADING HAS BEEN CERTIFIED BY CIVIL ENGINEER AND THAT CIVIL ENGINEEROR OWNER'S AUTHORIZED REPRESENTATIVE HAS APPROVED FINE GRADING TO 110TH OF A FOOTPRIOR TO BEGINNING SOIL PREPARATION OPERATIONS. PROVIDE FOR INCLUSION OF ALLAMENDMENTS, SETTLING, ETC. IN DETERMINATION OF FINAL GRADES.11.ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM.12.LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTINGPLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW ANDAPPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACHTAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY.PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TOREVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTEDBASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IFPREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER.13.FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'SAUTHORIZED REPRESENTATIVE.14.PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIEDSPACING SHALL TAKE PRECEDENCE.15.AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUNDCOVER SHALL BE LOCATED AT ONE-HALF THE SPECIFIED ON CENTER SPACING FROM THE EDGE.16.INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISEINDICATED.17.ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH ANDUNIFORM.18.REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPONPROVIDING SUPPORT PER PLAN.19.DURING THE LENGTH OF THE GUARANTEE PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FORPROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY.20.MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF AND BIO-RETENTION BASIN BOTTOMS) WITH A 3"DEEP LAYER OF .5"-1.5" FOREST FLOOR BARK MULCH BY AGUINAGA GREEN OR APPROVED EQUAL,AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FORREVIEW AND APPROVAL PRIOR TO INSTALLATION.21.KEEP BARK MULCH 4-INCHES CLEAR FROM BASE OF TREES, SHRUBS, GRASSES, AND SUCCULENTS.22.CONTRACTOR SHALL REPLACE ANY EXISTING PLANT MATERIAL WHICH IS DAMAGED BYCONSTRUCTION OPERATIONS. REPLACEMENT PLANT MATERIAL MUST BE OF MATCHING SPECIES,INSTALLED FROM THE FOLLOWING MINIMUM SIZE: 15-GALLON TREE, 1-GALLON SHRUB, FLATTEDGROUNDCOVER AND SODDED TURF.23.INSTALLATIONS THAT ARE ADJACENT OPEN SPACE, NATURALIZED SLOPES OR UNDEVELOPED LANDARE SUBJECT TO DAMAGE BY RODENTS OR DEER AND SHALL BE TREATED WITH AN APPROPRIATEREPELLENT IN A SPRAY AND/OR TABLET FORM. REPELLEX BY GROPOWER OR APPROVED EQUAL,THAT PROVIDES IMMEDIATE AND LONG TERM PROTECTION, SHALL BE USED.24.INSTALL EROSION CONTROL MAT ON SLOPES 2:1 AND STEEPER. SECURE WITH 12" LONGGALVANIZED SOIL STAPLES 12" O.C. HORIZONTALLY ALONG SLOPE AND 5' O.C. VERTICALLY DOWNTHE SLOPE. PROVIDE MINIMUM 3' OVERLAP AT TOP AND BOTTOM AND MINIMUM 4" OVERLAP ALONGSIDES. 325.ROOT BARRIERS SHALL BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE,PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800)458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOTBE WRAPPED AROUND THE ROOTBALL. ROOT BARRIERS INSTALLED ADJACENT TO A BIOSWALESHALL NOT INTERFERE WITH DRAINAGE TO OR FROM THE BIOSWALE SYSTEM.26.ANNUAL COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. REQUESTRECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY. REV.PROFESSIONAL STAMPDATEDESCRIPTIONPA / PM:PLAN ISSUE DATESDRAWN BY:REVIEWED BY:MSA JOB NO.:RGRG19-003-for :MRMSA3745 W. Chapman Ave Development Services Planning Architecture Interiors Construction ManagmentCONSULTANTParking Structure / Lobby Core CRC Real Estate Corp. 01-10-20 - Plan Check Re-Submittal c/o PCCRE - 41 Corporate Park, #230, Irvine, CA. 92606 ORANGE, CA. 9286810-04-19OWNER REVIEWSCHEMATIC DESIGNSuite "B" www.msassociatesinc.com 23112 Alcalde Drive Laguna Hills, CA 9265305/31/2101/10/2010-09-19OWNER REVIEWSCHEMATIC DESIGN10-23-19OWNER REVIEWPROGRESS CD 11-15-19SUBMITTAL 1PLAN CHECK01-10-20RE-SUBMITTAL PLAN CHECKLANDSCAPESPECIFICATIONSL7.1SECTION 321313 - CONCRETE PAVINGPART 1 - GENERAL1.1SUMMARYA.Section Includes:1.Concrete paving, bands, curbs, mow strips, steps and walls.2.Reinforcement.3.Surface finish.4.Special curing.B.Related sections:1.Section 312000 - Earth Moving, for backfilling and compacted fill for paving.2.Section 321373 - Joint Sealants, for paving contraction joint sealing.1.2ACTION SUBMITTALSA.Product Data: For each type of product indicated.B.LEED Submittals:1.Product Data for Credit MR 4: For products having recycled content, documentation indicating percentages by weight of postconsumer andpre-consumer recycled content. Include statement indicating cost for each product having recycled content.C.Samples: Provide a 4 x 4 foot job site sample of each paving finish specified, for review and approval by Owner's Representative prior to installation.Sample shall represent final appearance of paving, including any stain, sealer or other surface applications. Provide additional samples until finish isconsidered acceptable by the Owner's Representative, at no additional cost to the Owner. The approved sample shall serve as a standard ofappearance for the final work to be produced and shall remain on site until all site concrete has been reviewed and approved by the Owner'sRepresentative.D.Other Action Submittals:1.Design Mixtures: For each concrete paving mixture. Include alternate design mixtures when characteristics of materials, Project conditions,weather, test results, or other circumstances warrant adjustments.1.3QUALITY ASSURANCEA.Ready-Mix-Concrete Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies withASTM C 94/C 94M requirements for production facilities and equipment.B.ACI Publications: Comply with ACI 301 unless otherwise indicated.1.4TESTSA.Testing and analysis will be performed under provisions of Section 014000 - Quality Requirements.B.Make available proposed mix design of each class of concrete to appointed firm for review prior to commencement of work.C.Testing firm will take cylinders and perform slump and air entrainment tests in accordance with ACI 301.D.Tests of cement and aggregates will be performed to ensure conformance with specified requirements.E.Three concrete test cylinders will be taken for every 75 or less cubic yards of each class of concrete placed each day.F.One additional test cylinder will be taken and be cured on site under same conditions as concrete it represents.G.One slump test will be taken for each set of test cylinders taken.PART 2 - PRODUCTS2.1CONCRETE MATERIALSA.Cementitious Material: Use the following cementitious materials, of same type, brand, and source throughout Project:1.Cement: ASTM C 150 Normal-Type I, gray Portland cement.2.Blended Hydraulic Cement: ASTM C 595, cement.B.Normal-Weight Aggregates: ASTM C 33, Class 4S, uniformly graded. Provide aggregates from a single source.C.Water: Clean, potable and complying with ASTM C 94/C 94M.D.Air-Entraining Admixture: ASTM C 260.E.Chemical Admixtures: Admixtures certified by manufacturer to be compatible with other admixtures and to contain no more than 0.1 percentwater-soluble chloride ions by mass of cementitious material.F.Color Pigment: ASTM C 979, synthetic mineral-oxide pigments or colored water-reducing admixtures; color stable, nonfading, and resistant to limeand other alkalis.1.Color: As indicated.2.2FORM MATERIALSA.Conform to ACI 301.B.Wood or Steel form material, profiled to suit conditions.2.3STEEL REINFORCEMENTA.Recycled Content: Postconsumer recycled content plus one-half of pre-consumer recycled content not less than 25 percent.B.Plain-Steel Welded Wire Reinforcement: ASTM A 185/A 185M, uncoated finish, fabricated from as-drawn steel wire into flat sheets.C.Reinforcing Bars: ASTM A 615/A 615M; deformed, uncoated finish.D.Plain-Steel Wire: ASTM A 82/A 82M, as drawn.E.Tie Wire: Annealed steel, minimum 16 gage size.F.Dowel Bars: ASTM A 615/A 615M, plain-steel bars. Cut bars true to length with ends square and free of burrs, uncoated finish.G.Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars, welded wire reinforcement, anddowels in place. Manufacture bar supports according to CRSI's Manual of Standard Practice from steel wire, plastic, or precast concrete of greatercompressive strength than concrete specified.2.4FIBER REINFORCEMENTA.Synthetic Fiber: Fibrillated polypropylene fibers engineered and designed for use in concrete paving, complying with ASTM C 1116/C 1116M, Type III,1/2 inch long.2.5ACCESSORIESA.Pre-emergent Herbicide: Surflan.B.Curing Compound: FS TT-C-800, Type 1, 30 percent solids; ASTM C309, Ashford Formula.C.Integral Color (Non-immersion Conditions): L.M. Scofield Chromix, or approved equal.D.Chemical Surface Retarder: 'Top-cast' by Grace Construction Products.E.Liquid Surface Sealer: 'HLQ-125' by SINAK Corporation.F.Patch Bond: Weld-Crete.2.6RELATED MATERIALSA.Joint Fillers: ASTM D 1751, asphalt-saturated cellulosic fiber in preformed strips.2.7PAVEMENT MARKINGSA.Pavement-Marking Paint: Latex, waterborne emulsion, lead and chromate free, ready mixed, complying with FS TT-P-1952, Type II, with drying timeof less than 45 minutes.1.Color: As indicated.B.Pavement-Marking Paint: MPI #97 Latex Traffic Marking Paint.1.Color: As indicated.2.8WHEEL STOPSA.Wheel Stops: Precast, air-entrained concrete.1.Color: Gray.2.Dowels: Galvanized steel, 3/4 inch in diameter, 10-inch minimum length.3.Adhesive: As recommended by wheel stop manufacturer for application to concrete pavement.2.9CONCRETE MIXTURESA.Mix concrete in accordance with ASTM C94.B.Prepare design mixtures, proportioned according to ACI 301, with the following properties:1.Compressive Strength (28 Days): 3000 psi.2.Maximum Water-Cementitious Materials Ratio at Point of Placement: 0.50.3.Slump Limit: 4 inches, plus or minus 1 inch.4.Air Content: 6 percent plus or minus 1.5 percent.C.Chemical Admixtures:1.Use accelerating admixtures in cold weather only when approved by Owner's Representative. Use of admixtures will not relax cold weatherplacement requirements.2.Use set-retarding admixtures during hot weather only when approved by Owner's Representative.D.Synthetic Fiber: Uniformly disperse in concrete mixture at manufacturer's recommended rate, but not less than 1.0 pound/cu. yd.E.Color Pigment: Add color pigment to concrete mixture according to manufacturer's written instructions.F.Add air entraining agent to concrete mix for concrete work as necessary.2.10CONCRETE MIXINGA.Ready-Mixed Concrete: Measure, batch, and mix concrete materials and concrete according to ASTM C 94/C 94M. Furnish batch certificates foreach batch discharged and used in the Work.PART 3 - EXECUTION3.1EXAMINATION AND PREPARATIONA.Verify compacted subgrade and/or base is ready to support paving and imposed loads.B.Verify gradients and elevations of base are correct.C.Beginning of installation means acceptance of existing conditions.D.Moisten base to minimize absorption of water from fresh concrete.E.Notify Owner's Representative minimum 24 hours prior to commencement of concreting operations.F.Proof-roll prepared sub-base surface below concrete paving to identify soft pockets and areas of excess yielding.G.Remove loose material from compacted sub-base surface immediately before placing concrete.3.2EDGE FORMS AND SCREED CONSTRUCTIONA.Set, brace, and secure edge forms, bulkheads, and intermediate screed guides to required lines, grades, and elevations. Install forms to allowcontinuous progress of work and so forms can remain in place at least 24 hours after concrete placement. Obtain layout approval prior to pour.B.Assemble formwork to permit easy stripping and dismantling without damaging concrete. Use of permanent concrete screed is permissible. Cleanforms after each use and coat with form-release agent to ensure separation from concrete without damage.C.Place joint fillers vertical in position, in straight lines. Secure to formwork during concrete placement.3.3REINFORCEMENTA.Place reinforcement. Comply with CRSI's Manual of Standard Practice for fabricating, placing, and supporting reinforcement.B.Interrupt reinforcement at expansion joints.C.Place reinforcement to achieve slab and curb alignment as detailed.D.Provide dowelled joints at interruptions of concrete with one end of dowel set in capped sleeve to allow longitudinal movement.3.4JOINTSA.General: Form construction, isolation, and expansion joints and tool edges true to line, with faces perpendicular to surface plane of concrete.Construct control joints at maximum 5 foot intervals of paving and at right angles to centerline unless otherwise indicated. Align curb, gutter andsidewalk joints when possible.B.Construction Joints: Set construction joints at side and end terminations of paving and at locations where paving operations are stopped for more thanone-half hour unless paving terminates at isolation joints.C.Isolation Joints: Form isolation joints of preformed joint-filler strips abutting concrete curbs, catch basins, manholes, inlets, structures, other fixedobjects, and where indicated.D.Expansion Joints: Place expansion joints at 20 foot intervals unless otherwise shown to correct elevation and profile. Place expansion joints betweenpaving components and building or other appurtenances.E.Edging: After initial floating, tool edges of paving, gutters, curbs, and joints in concrete with an edging tool to a 1/8-inch radius. Repeat tooling ofedges after applying surface finishes. Eliminate edging-tool marks on concrete surfaces.3.5CONCRETE PLACEMENTA.Comply with ACI 301 requirements for measuring, mixing, transporting, placing, and consolidating concrete.B.Ensure reinforcement, inserts, embedded parts and formed joints are not disturbed during concrete placement.C.Deposit and spread concrete in a continuous operation between predetermined construction joints. Do not push or drag concrete into place or usevibrators to move concrete into place. Do not break or interrupt successive pours such that cold joints occur.D.Place concrete to pattern indicated.E.Coordinate pours of integral color concrete to ensure consistency of color throughout. Color inconsistency will not be accepted.F.For steps, walls or other cast-in-place elements, settle concrete by vibration to eliminate honeycombs. Concrete with visible honeycombs will berejected.G.Screed paving surface with a straightedge and strike off.H.Commence initial floating using bull floats or darbies to impart an open-textured and uniform surface plane before excess moisture or bleed waterappears on the surface. Do not further disturb concrete surfaces before beginning finishing operations or spreading surface treatments.I.Tolerances in horizontal alignment of hardscape elements such as paving edges, joints, walls and steps shall not exceed 1/4 inch in 10 feet, or 1/2inch in 50 feet.3.6FINISHINGA.See plan for finishes and finish locations.B.Curbs, mow strips and gutters: Light broom, unless otherwise specified.C.Finishes:1.General: Do not add water to concrete surfaces during finishing operations. Compact and tamp concrete (unless Retardant Finish is specified), tobring 3/8 inch of mortar to surface, float with wood screeds and floats only, and apply following finishes after surface floating. Do not use steel orany plastic screeds, floats or “Fresno” for initial floating and screeding operations. For Retardant Finish, the concrete shall be placed andconsolidated so as to completely fill all spaces in the forms; however, tamping will not be permitted because the aggregate must remain near thesurface for later exposure.2.All concrete finishes shall be as listed on the Drawings. Finishes are as follows:a.Fine-to-Medium-Textured Broom Finish: Draw a soft-bristle broom across float-finished concrete surface perpendicular to line of traffic toprovide a uniform, fine-line texture.b.Medium-to-Coarse-Textured Broom Finish: Provide a coarse finish by striating float-finished concrete surface 1/16 to 1/8 inch deep with astiff-bristled broom, perpendicular to line of traffic.c.Rough Trowel Swirl Finish: Provide rough trowel finish to slab surfaces. After placing slabs, consolidate surface by floating to a uniform,smooth, granular texture.d.Scratch Finish: Provide scratch finish to slab surfaces that are to receive mortar setting beds for precast tile pavers as noted on Drawings.e.Steel Trowel Finish: After surface water disappears and floated surface is sufficiently hardened, steel trowel and re-trowel to smooth, dense,hard finish. After concrete has set sufficiently, re-trowel to a smooth, uniform finish free of trowel marks or other blemishes. Avoid excessivetroweling that produces burned areas.f.Sandblast Finish (Dry Sand Method):1)Contractor shall schedule this work to be executed with as little conflict with other trades as possible. Contractor shall be responsible forthe protection or masking of adjacent surfaces, if necessary.2)Test areas for sample of blasting will be established where surfaces will not be left exposed. Owner's Representative shall be present attime of sample blasting and approve the desired finish.3)Care shall be taken to protect all adjacent surfaces from damage which are not receiving sandblasting.4)Sandblasting shall be accomplished using qualified workmen familiar with the proper technique.5)Sandblasting work shall be by the dry sane method, utilizing appropriate equipment and adequate air pressure. Abrasives shall bewashed silica sand free from salt, clay or other foreign materials. Nozzle position during the operation shall be as determined in themaking of the approved samples.6)All concrete areas requiring patching shall be patched, with all rough spots and unevenness in the concrete surface ground smooth beforethe sandblasting operation is begun.g.Etched or Retardant Finish (with Surface Retarder):1)All work shall conform to applicable OSHA and EPA standards.2)Contractor shall schedule this work to be executed with as little conflict with other trades as possible. If necessary, Contractor shall beresponsible for the protection of adjacent masonry and concrete surfaces with a film-forming protective coating, 'Face-off' by GraceConstruction Products, or approved equal, allowing time for coating to dry prior to pouring concrete.3)Preparatory Work: The concrete should be placed and consolidated so as to completely fill all spaces in the forms. Tamping will not bepermitted for Top-cast finish #25 or higher because the aggregate must remain near the surface for later exposure.4)Application of Retarder: Surface retarder shall be applied by qualified workmen familiar with the proper technique. After concrete hasbeen floated or trowel finished and initial bleed water has risen to the surface, apply film-forming top surface retarder, 'Top-cast' by GraceConstruction Products or approved equal, at specified gradient, using a low-pressure sprayer with a 0.5 gpm tip at a rate of 200-350square feet per gallon until surface has a complete hiding coat. Once surface retarder has cured adequately, dependent on weather andsite conditions, remove by pressure washing. Remove rinse water and cement matrix from site in accordance with local codes.3.7CONCRETE PROTECTION, CURING AND SEALINGA.General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures.B.Comply with ACI 306.1 for cold-weather protection.C.Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2pound/square feet x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bullfloating or darbying concrete but before float finishing.D.Begin curing after finishing concrete but not before free water has disappeared from concrete surface.E.Curing Methods: Cure concrete by moisture-retaining-cover curing, curing compound or a combination of these.F.Concrete Surface Sealer: All concrete paving shall be sealed with a clear, penetrating concrete sealer. If efflorescence or alkali-staining is evidentafter the concrete has cured, lightly wash the surface with a mild muriatic acid solution (usually a 10:1 dilution) that has been thoroughly rinsed withwater and cleaned with diluted Lithochrome Floor Cleaner by L.M. Scofield, or approved equal. Rinse again and dry thoroughly. After concrete mixhas cured for at least one month, the concrete surface shall be thoroughly washed with fresh, clean water. After surface is thoroughly dried, apply'HLQ-125' as manufactured by SINAK Corporation, or approved equal, per manufacturer's specifications.3.8PAVING TOLERANCESA.Comply with tolerances in ACI 117 and as follows:1.Elevation: 3/4 inch.2.Thickness: Plus 3/8 inch, minus 1/4 inch.3.Surface: Gap below 10-foot- long, unleveled straightedge not to exceed 1/2 inch.4.Joint Spacing: 3 inches.5.Contraction Joint Depth: Plus 1/4 inch, no minus.6.Joint Width: Plus 1/8 inch, no minus.3.9PAVEMENT MARKINGA.Allow concrete paving to cure for a minimum of 28 days and be dry before starting pavement marking.B.Sweep and clean surface to eliminate loose material and dust.C.Apply paint with mechanical equipment to produce markings of dimensions indicated with uniform, straight edges. Apply at manufacturer'srecommended rates to provide a minimum wet film thickness of 15 millimeters.3.10WHEEL STOPSA.Install wheel stops in bed of adhesive applied as recommended by manufacturer.B.Securely attach wheel stops to paving with not less than two steel dowels located at one-quarter to one-third points. Install dowels in drilled holes inthe paving and bond dowels to wheel stop. Recess head of dowel beneath top of wheel stop.3.11REPAIRS AND PROTECTIONA.Remove and replace concrete paving that is broken, damaged, or defective or that does not comply with requirements in this Section. Remove work incomplete sections from joint to joint unless otherwise approved by Owner's Representative.B.Protect concrete paving from damage. Exclude traffic from paving for at least 14 days after placement. When construction traffic is permitted,maintain paving as clean as possible by removing surface stains and spillage of materials as they occur.C.Maintain concrete paving free of stains, discoloration, dirt, and other foreign material. Sweep paving not more than two days before date scheduledfor Substantial Completion inspections.END OF SECTION 321313SECTION 32 13 73 - CONCRETE PAVING JOINT SEALANTSPART 1 - GENERAL1.1SUMMARYA.Section Includes:1.Cold-applied joint sealants.2.Hot-applied joint sealants.1.2PRECONSTRUCTION TESTINGA.Preconstruction Compatibility and Adhesion Testing: Submit to joint-sealant manufacturers, eight samples of materials that will contact or affectjoint sealants. Use manufacturer's standard test method to determine whether priming and other specific joint-preparation techniques arerequired to obtain rapid, optimum adhesion of joint sealants to joint substrates.1.3ACTION SUBMITTALSA.Product Data: For each joint-sealant product indicated.B.Samples: For each kind and color of joint sealant required.C.Pavement-Joint-Sealant Schedule: Include the following information:1.Joint-sealant application, joint location, and designation.2.Joint-sealant manufacturer and product name.3.Joint-sealant formulation.4.Joint-sealant color.1.4INFORMATIONAL SUBMITTALSA.Product certificates.B.Product test reports.C.Preconstruction compatibility and adhesion test reports.1.5QUALITY ASSURANCEA.Testing Agency Qualifications: An independent testing agency qualified according to ASTM C 1021.B.Preinstallation Conference: Conduct conference at project site.PART 2 - PRODUCTS2.1MATERIALSA.Compatibility: Provide joint sealants, backing materials, and other related materials that are compatible with one another and with joint substratesunder conditions of service and application, as demonstrated by joint-sealant manufacturer based on testing and field experience.B.Colors of Exposed Joint Sealants: As indicated by manufacturer's designations.2.2COLD-APPLIED JOINT SEALANTSA.Single-Component, Nonsag, Silicone Joint Sealant for Concrete: ASTM D 5893, Type NS.See Editing Instruction No. 1 in the Evaluations forcautions about naming manufacturers and products. See Section 016000 "Product Requirements."1.Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to,the following:a.Crafco Inc., an ERGON company; RoadSaver Silicone.b.Dow Corning Corporation; 888.c.Pecora Corporation; 301 NS.B.Single-Component, Self-Leveling, Silicone Joint Sealant for Concrete: ASTM D 5893, Type SL.See Editing Instruction No. 1 in the Evaluationsfor cautions about naming manufacturers and products. See Section 016000 "Product Requirements."1.Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to,the following:a.Crafco Inc., an ERGON company; RoadSaver Silicone SL.b.Dow Corning Corporation; 890-SL.c.Pecora Corporation; 300 SL.C.Multicomponent, Pourable, Traffic-Grade, Urethane Joint Sealant for Concrete: ASTM C 920, Type M, Grade P, Class 25, for Use T.See EditingInstruction No. 1 in the Evaluations for cautions about naming manufacturers and products. See Section 016000 "Product Requirements."1.Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to,the following:a.Pecora Corporation; Urexpan NR-200.2.3HOT-APPLIED JOINT SEALANTSA.Hot-Applied, Single-Component Joint Sealant for Concrete: ASTM D 3406.See Editing Instruction No. 1 in the Evaluations for cautions aboutnaming manufacturers and products. See Section 016000 "Product Requirements."1.Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to,the following:a.Crafco Inc., an ERGON company; Superseal 444/777.B.Hot-Applied, Single-Component Joint Sealant for Concrete and Asphalt: ASTM D 6690, Types I, II, and III. See Editing Instruction No. 1 in theEvaluations for cautions about naming manufacturers and products. See Section 016000 "Product Requirements."1.Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to,the following:a.Meadows, W. R., Inc.; Sealtight Hi-Spec.b.Right Pointe; D-3405 Hot Applied Sealant.2.4JOINT-SEALANT BACKER MATERIALSA.Round Backer Rods for Cold- and Hot-Applied Joint Sealants: ASTM D 5249, Type 1, of diameter and density required to control sealant depthand prevent bottom-side adhesion of sealant.B.Round Backer Rods for Cold-Applied Joint Sealants: ASTM D 5249, Type 3, of diameter and density required to control joint-sealant depth andprevent bottom-side adhesion of sealant.C.Backer Strips for Cold- and Hot-Applied Joint Sealants: ASTM D 5249; Type 2; of thickness and width required to control joint-sealant depth,prevent bottom-side adhesion of sealant, and fill remainder of joint opening under sealant.2.5PRIMERSA.Primers: Product recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determinedfrom preconstruction joint-sealant-substrate tests and field tests.PART 3 - EXECUTION3.1INSTALLATIONA.General: Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated unless more stringentrequirements apply.B.Cleaning of Joints: Clean out joints immediately before installing joint sealants.C.Joint-Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials,applications, and conditions indicated.D.Install joint-sealant backings of kind indicated to support joint sealants during application and at position required to produce cross-sectionalshapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability.1.Do not leave gaps between ends of joint-sealant backings.2.Do not stretch, twist, puncture, or tear joint-sealant backings.3.Remove absorbent joint-sealant backings that have become wet before sealant application and replace them with dry materials.E.Install joint sealants using proven techniques that comply with the following and at the same time backings are installed:1.Place joint sealants so they directly contact and fully wet joint substrates.2.Completely fill recesses in each joint configuration.3.Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability.F.Tooling of Nonsag Joint Sealants: Immediately after joint-sealant application and before skinning or curing begins, tool sealants according to thefollowing requirements to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion ofsealant with sides of joint:1.Remove excess joint sealant from surfaces adjacent to joints.2.Use tooling agents that are approved in writing by joint-sealant manufacturer and that do not discolor sealants or adjacent surfaces.G.Provide joint configuration to comply with joint-sealant manufacturer's written instructions unless otherwise indicated.H.Clean off excess joint sealant or sealant smears adjacent to joints as the Work progresses, by methods and with cleaning materials approved inwriting by manufacturers of joint sealants and of products in which joints occur.END OF SECTION 32 13 73SECTION 311000 - SITE CLEARINGPART 1 - GENERAL1.1SUMMARYA.Section Includes:1.Protecting existing vegetation to remain.2.Removing existing vegetation.3.Clearing and grubbing.4.Stripping and stockpiling topsoil.5.Removing above- and below-grade site improvements.6.Disconnecting, capping or sealing site utilities.7.Temporary erosion- and sedimentation-control measures.1.2MATERIAL OWNERSHIPA.Except for stripped topsoil and other materials indicated to be stockpiled or otherwise remain Owner's property, cleared materials shallbecome Contractor's property and shall be removed from Project site.1.3PROJECT CONDITIONSA.Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearingoperations.1.Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities havingjurisdiction.2.Provide alternate routes around closed or obstructed traffic ways if required by Owner or authorities having jurisdiction.B.Salvable Improvements: Carefully remove items indicated to be salvaged and store on Owner's premises where indicated.C.Utility Locator Service: Notify utility locator service for area where Project is located before site clearing.D.Do not commence site clearing operations until temporary erosion- and sedimentation-control and plant-protection measures are in place.E.The following practices are prohibited within protection zones:1.Storage of construction materials, debris, or excavated material.2.Parking vehicles or equipment.3.Foot traffic.4.Erection of sheds or structures.5.Impoundment of water.6.Excavation or other digging unless otherwise indicated.7.Attachment of signs to or wrapping materials around trees or plants unless otherwise indicated.PART 2 - PRODUCTS2.1MATERIALSA.Satisfactory Soil Material: Requirements for satisfactory soil material are specified in Section 312000 Earth Moving.1.Obtain approved borrow soil material off-site when satisfactory soil material is not available on-site.PART 3 - EXECUTION3.1PREPARATIONA.Protect and maintain benchmarks and survey control points from disturbance during construction.B.Locate and clearly identify trees, shrubs, and other vegetation to remain or to be relocated.C.Protect existing site improvements to remain from damage during construction.1.Restore damaged improvements to their original condition, as acceptable to Owner.3.2TEMPORARY EROSION AND SEDIMENTATION CONTROLA.Provide temporary erosion- and sedimentation-control measures to prevent soil erosion and discharge of soil-bearing water runoff or airbornedust to adjacent properties and walkways, according to erosion- and sedimentation-control Drawings and requirements of authorities havingjurisdiction.B.Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross protection zones.C.Inspect, maintain, and repair erosion- and sedimentation-control measures during construction until permanent vegetation has beenestablished.D.Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal.3.3TREE AND PLANT PROTECTIONA.General: Protect trees and plants remaining on-site according to requirements in Section 015639 Temporary Tree and Plant Protection.B.Repair or replace trees, shrubs, and other vegetation indicated to remain or be relocated that are damaged by construction operations, in amanner approved by Architect.3.4EXISTING UTILITIESA.Locate, identify, disconnect, and seal or cap utilities indicated to be removed or abandoned in place.1.Arrange with utility companies to shut off indicated utilities.B.Interrupting Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the followingconditions and then only after arranging to provide temporary utility services according to requirements indicated:1.Notify Architect not less than two days in advance of proposed utility interruptions.2.Do not proceed with utility interruptions without Architect's written permission.C.Removal of underground utilities is included in earthwork sections and with applicable fire suppression, plumbing, HVAC, electrical,communications, electronic safety and security and utilities sections and Section 024116 Structure Demolition and Section 024119 SelectiveDemolition.3.5CLEARING AND GRUBBINGA.Remove obstructions, trees, shrubs, and other vegetation to permit installation of new construction.1.Grind down stumps and remove roots, obstructions, and debris to a depth of 18 inches below exposed subgrade.2.Use only hand methods for grubbing within protection zones.B.Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated.1.Place fill material in horizontal layers not exceeding a loose depth of 8 inches and compact each layer to a density equal to adjacentoriginal ground.3.6TOPSOIL STRIPPINGA.Remove sod and grass before stripping topsoil.B.Strip topsoil to depth of 6 inches in a manner to prevent intermingling with underlying subsoil or other waste materials.C.Stockpile topsoil away from edge of excavations without intermixing with subsoil. Grade and shape stockpiles to drain surface water. Coverto prevent windblown dust and erosion by water.3.7SITE IMPROVEMENTSA.Remove existing above- and below-grade improvements as indicated and necessary to facilitate new construction.3.8DISPOSAL OF SURPLUS AND WASTE MATERIALSA.Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, andlegally dispose of them off Owner's property.B.Separate recyclable materials produced during site clearing from other nonrecyclable materials. Store or stockpile without intermixing withother materials and transport them to recycling facilities. Do not interfere with other Project work.END OF SECTION 311000 REV.PROFESSIONAL STAMPDATEDESCRIPTIONPA / PM:PLAN ISSUE DATESDRAWN BY:REVIEWED BY:MSA JOB NO.:RGRG19-003-for :MRMSA3745 W. Chapman Ave Development Services Planning Architecture Interiors Construction ManagmentCONSULTANTParking Structure / Lobby Core CRC Real Estate Corp. 01-10-20 - Plan Check Re-Submittal c/o PCCRE - 41 Corporate Park, #230, Irvine, CA. 92606 ORANGE, CA. 9286810-04-19OWNER REVIEWSCHEMATIC DESIGNSuite "B" www.msassociatesinc.com 23112 Alcalde Drive Laguna Hills, CA 9265305/31/2101/10/2010-09-19OWNER REVIEWSCHEMATIC DESIGN10-23-19OWNER REVIEWPROGRESS CD 11-15-19SUBMITTAL 1PLAN CHECK01-10-20RE-SUBMITTAL PLAN CHECKLANDSCAPESPECIFICATIONSL7.2PLANTING IRRIGATION DOMESTIC WATER32 84 00 - 14Copyright 2015 Ridge Landscape ArchitectsPART 1 - GENERAL1.1SECTION REQUIREMENTSA.It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operationsatisfactory to the Owner.B.The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as in these specifications, andas necessary to complete the contract.1.2CONSTRUCTION DRAWINGSA.Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may be required. The Contractor shallcarefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. asmay be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall beinstalled in such a manner as to avoid conflicts between irrigation systems, planting, site utilities and architectural features.B.All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications.When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. TheLandscape Architect shall have final authority for clarification. When a conflict occurs between an item shown on the plan and as shown on thespecifications, the Landscape Architect shall have final authority for clarification.C.The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, gradedifferences or discrepancies in area dimensions exist that might not have been considered in the design. Such obstructions or differencesshould be brought to the attention of the Landscape Architect as soon as detected. In the event this notification is not performed, the IrrigationContractor shall assume full responsibility for any revisions necessary.1.3QUALITY ASSURANCEA.Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall bethoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct allwork performed under this section.B.Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnishesdirections covering points now shown in the drawings and specifications.C.All local, municipal and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and madea part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not beconstrued to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for ordescribe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules andregulations, the provisions of these specifications and drawings shall take precedence.D.All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately.1.4SUBMITTALSA.Materials List:1.After award of contract and before any irrigation system materials are delivered to the job site, submit to the Landscape Architect a completelist of all irrigation systems, materials, or processes proposed to be furnished and installed as part of this contract.2.Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, and furnish themanufacturer's recommendations as to the method of installation.3.No substitutions will be allowed without prior written acceptance by the Landscape Architect or Owner's authorized representative.4.Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement theguarantee.B.Substitutions:If the Contractor wishes to substitute any equipment or materials for those listed on the irrigation drawings and specifications, he may do so byproviding the following information to the Landscape Architect for approval:1.A written statement indicating the reason for making the substitution and the difference in installed price if the item is accepted.2.Catalog cut sheets, technical data and performance information for each substitute item.1.5EXISTING CONDITIONSA.The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electricalsupply, and telephone line connection to the irrigation system.B.Irrigation design is based on the available static pressure shown on the drawings. Contractor shall verify static water on the project prior to thestart of construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized representative prior to beginningconstruction.C.Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer lines, and other utilities as are commonly encounteredunderground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles andthe proposed work, the Contractor shall promptly notify the Landscape Architect who will arrange for relocations. The Irrigation Contractor willproceed in the same manner if a rock layer or any other such conditions are encountered.D.The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shallrepair, at his own cost, all damage resulting from his operations or negligence.E.The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans.1.6INSPECTIONSA.The Landscape Architect shall be permitted to visit and inspect at all times any part of the work and shall be provided safe access for such visits.B.Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape Architect,Owner's authorized representative, and/or governing agencies. The Irrigation Contractor shall be solely responsible for notifying the LandscapeArchitect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any workbe covered without testing or acceptance, it shall be, if so ordered, uncovered at the Irrigation Contractor's expense.C.Inspections will be required for the following at a minimum. Landscape Architect may opt to review photographs of pressure test (with image ofpressure gauge and time stamps) and sample dripline layout.1.Pressure test of irrigation main line (Three hours at 150 PSI)2.Sample layout of dripline irrigation.3.Coverage test of irrigation sprinkler system.4.Final inspection prior to start of maintenance period5.Final acceptanceD.Site observations and testing will not commence without the record drawings a prepared by the Irrigation Contractor. Record drawings must becomplete and up to date for each site visit.E.Work which fails testing and is not accepted will be retested.1.7STORAGE AND HANDLINGA.Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work andmaterials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of theLandscape Architect and Owner.B.Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe onlyon a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load.1.8CLEANUP AND DISPOSALA.Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Buryno such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose ofrubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the Owner's authorized representative.B.At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legaldisposal area.1.9TURNOVER ITEMSA.Record Drawings:1.Record accurately on one set of contract drawings all changes in the work constituting departures from the original contract drawings.2.The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the Landscape Architect. Prior tofinal inspection of work, submit record drawings to the Landscape Architect for review and approval.3.Dimensions from/to permanent points of reference such as buildings, sidewalks, curbs, etc. shall be shown. Data on record drawings shallbe recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum 1/8 inch in size.4.Show locations of the following items:a.Point of connection (including water meters, backflow preventors, master control valves, etc.)b.Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feet along routing and at all changes in direction)c.Gate valvesd.Automatic remote control valvese.Quick coupling valvesf.Routing of control wiresg.Irrigation controllersh.Related equipment (as may be directed)5.Maintain record drawings on site at all times. Upon completion of work, transfer all as-built information and dimensions to a clean set ofbond prints, using red, waterproof ink.B.Controller Charts:1.Record drawings must be approved by Landscape Architect before controller charts are prepared.2.Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller.3.The chart is to be a reduced copy of the actual “record” drawing. In the event the controller sequence is not legible, when the drawing isreduced, it shall be enlarged to a readable size. Print shall be black and white, with a different color used to indicate the area of coveragefor each station.4.When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 10millimeters in thickness, with a matte finish.C.Operation and Maintenance Manuals:1.Two individually bound copies of operation and maintenance manuals shall be delivered to the Landscape Architect or Owner's authorizedrepresentative at least 10 calendar days prior to final inspection. The manuals shall describe the material installed and the proper operationof the system.2.Each complete, bound manual shall include the following information:a.Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names andaddresses of local manufacturer representatives.b.Operating and maintenance instructions for all equipment.c.Spare parts list and related manufacturer information for all equipment.d.Guarantee Statement.D.Equipment:1.Supply as a part of this contract the following items:a.One (1) tool for disassembly and adjustment of each type of sprinkler head used in the irrigation system.b.Padlock and two (2) keys for backflow enclosure (if used).c.Two keys for each automatic controller.d.Two quick coupler keys with a 3/4 inch bronze hose bib, bent nose type with hand wheel and two coupler lid keys.e.One valve box cover key or wrench.f.One 5-foot tee wrench for operating butterfly valves (if used).g.Two (2) extra sprinkler heads of each size and type.2.The above equipment shall be turned over to Owner's authorized representative at the final inspection.1.10COMPLETIONA.At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies willinspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. At the time of the post-maintenance periodor final inspection, the work will be reinspected and final acceptance will be in writing by the Landscape Architect, Owner's authorizedrepresentative, and governing agencies.B.The Owner's authorized representative shall have final authority on all portions of the work.C.After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of theirrigation system and shall furnish a complete set of operating and maintenance instructions.D.Any settling of trenches which may occur during the one-year period following acceptance shall be repaired. Repairs shall include the completerestoration of all damage to planting, paving or other improvements of any kind as a result of the work.1.11GUARANTEEA.The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault ofmaterial and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice ofCompletion.Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additionalexpense to Owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs, as determined by theOwner, constitutes an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and alldamages to existing improvements, resulting either from faulty materials or workmanship, shall be repaired at the Contractor's expense.B.Guarantee shall be submitted on Contractor's own letterhead as follows:GUARANTEE FOR SPRINKLER IRRIGATION SYSTEMWe hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, andthe work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglectexcepted. We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion andalso to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall makesuch repairs or replacements within 10 calendar days following written notification by the Owner. In the event of failure to make such repairs orreplacements within the time specified after receipt of written notice from Owner, we authorize the Owner to proceed to have said repairs orreplacements made at our expense and we will pay the costs and charges therefore upon demand.PROJECT NAME:PROJECT LOCATION:CONTRACTOR NAME:ADDRESS:TELEPHONE:SIGNED:DATE:PART 2 - PRODUCTS2.1SUMMARYUse only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed orfurnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the siteat no expense to the Owner.2.2PIPINGA.Pressure supply line from point of connection through basket strainer unit shall be Type “K” copper or brass pipe.B.Pressure supply lines 3 inches in diameter and larger shall be Class 200 PVC with bell-and-gasket joints. Piping shall conform to ASTM D2241.C.Pressure supply lines 2 inches to 2-1/2 inches in diameter shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D1784.D.Pressure supply lines 1-1/2 inches and smaller in diameter shall be Schedule 40 solvent weld PVC. Piping shall conform to ASTM D1784.E.Non-pressure lines 3/4 inches in diameter and larger downstream of the remote control valve shall be Schedule 40 PVC or as stated on IrrigationMaterials Legend on plans. Non-pressure lines 1 inch and larger to conform to ASTM D1784.2.3METAL PIPE AND FITTINGSA.Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe.B.Fittings shall be medium brass, screwed 125-pound class.C.Copper pipe and fittings shall be Type “K” sweat soldered.2.4PLASTIC PIPE AND FITTINGSA.Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National SanitationFoundation approval, Commercial Standards designation, and date of extrusion.B.All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASATM D2241 or ASTM D1784.C.All PVC fittings shall be standard weight Schedule 80 for constant-pressure mainline fittings and screwed fittings, and Schedule 40 fornon-pressure lateral fittings and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the “deepsocket” bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform toASTM D2466 and D2467.D.All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785.E.All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer'srecommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564and ASTM D2855.F.When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall benon-lead base Teflon paste, tape, or equal.2.5VALVESA.Gate Valves:1.Gate valves shall be of the manufacturer, size, and type indicated on the drawings.2.Gate valves shall have threaded ASTM B-62 bronze body, bonnet and wedge, silicon bronze stem, and malleable iron handwheel.3.All Gate valves shall have a minimum working pressure of not less than 150 psi and shall conform to AWWA standards.B.Quick Coupler Valves:1.Quick coupler valves shall be of the manufacturer, size, and type indicated on the drawings.2.Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage.Valves shall have ¾ female threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for thatpurpose. Coupler key is inserted into valve and a positive, watertight connection shall be made between the coupler key and valve. Hingecover shall be the locking type constructed of brass with a rubber-like vinyl cover.C.Automatic Control Valves:1.Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings.2.Automatic control valves shall be electrically operated.3.Automatic control valves shall include manual flow adjustment.D.Anti-drain Valves:1.Anti-drain valves shall be of the manufacturer, size and type indicated on the drawings.2.Anti-drain valves shall have 18-8 stainless steel springs and valve stems with Buna-N seals.3.Anti-drain valves will have threaded connections the size of the riser or pipe they are to be installed onto, or the next available size. No slipconnection anti-drain valves are allowed.2.6VALVE BOXESA.Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils.B.The valve box cover shall be green in color and secured with a hidden latch mechanism or bolts.C.The cover and box shall be capable of sustaining a load of 1,500 pounds.D.Valve box extensions shall be by the same manufacturer as the valve box.E.Automatic control valve boxes shall be 16 inch x11 inch x12 inch rectangular size. Valve box covers shall be marked “RCV” with the valveidentification number “heat branded” onto the cover in 2-inch high letters/numbers.F.Ball valve and quick coupler valve boxes shall be 10-inch diameter circular size. Valve box covers shall be marked with either “BV” or “QCV”with the valve identification “heat branded” onto the cover in 2-inch high letters.2.7AUTOMATIC CONTROLLERA.Automatic controller shall be of the manufacturer, size, and type indicated on the drawings.B.Automatic controller enclosures shall be of the manufacturer, size, and type indicated on the drawings. Enclosure shall be vandal-resistant,ventilated and waterproof.2.8ELECTRICALA.All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations.B.All electrical work shall conform to local codes and ordinances.2.9LOW VOLTAGE CONTROL WIRINGA.Remote control wire shall be direct-burial AWG-UF type, size in no case smaller than 14 gauge.B.Connections shall be either epoxy-sealed packet type or Penn-Tite connectors.C.Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a differentcolor for each controller. These colors shall be noted on the “Record Drawings” plans located on controller door).2.10IRRIGATION HEADSA.Sprinkler heads shall be of the manufacturer, size, type, with radius of throw, operating pressure and discharge rate indicated on the drawings.B.Pop-up heads and riser heads shall be used.2.11DRIP IRRIGATION COMPONENTSA.Dripline tubing shall be of the manufacturer, model number and distribution (emitter flow and spacing) indicated on the drawings.B.Drip emitters, bubblers and micro-sprays shall be of the manufacturer and model number indicated on the drawings.C.Distribution tubing, connectors and insert or compression fittings shall be of the manufacturer and type indicated on the drawings.2.12RAIN SENSORRain sensor shall be of the manufacturer, size and type indicated on the drawings.PART 3 - EXECUTION3.1SITE CONDITIONSA.Inspections:1.Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the pointwhere this installation may properly commence.2.Verify that irrigation system may be installed in accordance with all pertinent codes and regulations, the original design, the referencedstandards, and the manufacturer's recommendations.B.Discrepancies:1.In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative.2.Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved.C.Grades:1.Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths withrespect to finish grade.2.Final grades shall be accepted by the Engineer before work on this section will be allowed to begin.D.Field Measurements:1.Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shallcoordinate the installation of all irrigation materials with all other work.2.All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under thissection.3.Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which arecaused by his operations or neglect.E.Diagrammatic Intent:The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsetsin piping and changes in equipment locations as necessary to conform to structures and to avoid obstructions or conflicts with other work.F.Layout:1.Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflowpreventor, and automatic controller.2.Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown ondrawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas.G.Water SupplyConnections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual siteconditions shall be made.H.Electrical Service:1.Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shallbe made.2.Contractor shall make 120 volt connection to the irrigation controllers. Electrical power source to controller locations shall be provided byothers.3.2TRENCHINGA.Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shallfollow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensionsshall be considered below subgrade.B.Provide minimum cover of 24 inches on pressure supply lines 4 inches and larger. Provide minimum cover of 18 inches on pressure supply lines3 inches and smaller.C.Provide minimum cover of 18 inches for control wires.D.Provide minimum cover of 12 inches for non-pressure lines.E.Pipes installed in a common trench shall have a 6-inch minimum space between pipes.3.3BACKFILLINGA.Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 -inch in diameterB.Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe.Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal toadjacent undisturbed soil and shall conform to adjacent grades.C.Flooding in lieu of tamping is not allowed.D.Under no circumstances shall truck wheels be used to compact backfill.E.Provide sand backfill a minimum of 6 inches over and under all piping under paved areas.3.4PIPINGA.Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphaltpavement.B.Cutting or breaking of existing pavement is not permitted, unless specifically indicated on the drawings.C.Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs and reaming. Install pipe with all markings up for visualinspection and verification.D.Remove all dented and damaged pipe sections.E.All lines shall have a minimum clearance of 6 inches from each other and 12 inches from lines of other trades.F.Parallel lines shall not be installed directly over each other.G.In solvent welding, use only the specified primer and solvent cement and make all joints in accordance with the manufacturer's recommendedmethods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and24 hours curing time before filling.H.PVC pipe shall be installed in a manner which will provide for expansion and contraction as recommended by the pipe manufacturer.I.Centerload all plastic pipe prior to pressure testing.J.All threaded plastic-to-plastic connections shall be assembled using Teflon tape.K.For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope on all threaded plastic-to-metal. Allplastic-to-metal connections shall be made with plastic female adapters.L.All solvent weld mainline piping is to be secured with minimum one cubic foot thrust blocks at all directional changes. Bell and gasket pipe tohave a Leemco joint restraint system installed on all fittings in lieu of thrust blocks.3.5CONTROLLERA.The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. Theelectrical service shall be coordinated with this location.B.The Irrigation Contractor shall be responsible for the final electrical hook up to the irrigation controller.C.The irrigation system shall be programmed to operate during the periods of minimal use of the design area or in accordance with the irrigationschedule provided.3.6CONTROL WIRINGA.Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines wheneverpossible.B.Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured tothe mainline with tape at intervals of 20 feet.C.All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each connection.D.An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided ateach remote control valve.E.A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be usedwithout prior approval.F.Pull boxes for low voltage control wires shall be provided at a spacing of 480 feet on center along the wire route. An expansion loop of 24 inchesshall be provided at each control wire pull box.3.7VALVESA.Automatic control valves, manual valves, gate valves, and ball valves are to be installed in the approximate locations indicated on the drawings.B.Valve shall be installed in shrub areas whenever possible.C.Install all valves as indicated on the drawings.D.Valves to be installed in valve boxes shall be installed one valve per box.3.8VALVE BOXES.A.Valve boxes shall be installed in shrub areas whenever possible.B.Each valve box shall be installed on a foundation of 3/4 inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops1/2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas.3.9SPRINKLER HEADSA.Sprinkler heads shall be installed as indicated on the drawings.B.Spacing of heads shall not exceed maximum indicated on the drawings.C.Riser nipples shall be of the same size as the riser opening in the sprinkler body.D.Pop-up sprinkler heads shall not be installed using side outlet openings.3.10DRIP IRRIGATIONA.Provide sample layout for one complete drip valve control zone, including all components, dripline and/or emitter spacing for review and approvalby Landscape Architect.B.Thoroughly flush all driplines and distribution tubing prior to installing drip emitters, air relief valves, flush valves and similar components.C.All drip irrigation shall be installed prior to installation of plant material.3.11MISCELLANEOUS EQUIPMENT.A.Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices.B.Quick coupler valves shall be set approximately 12 inches from walks, curbs, header boards, or paved areas where applicable.C.Unless designed as an integral part of the irrigation head, anti-drain valves will be installed under every head. The anti-drain valve will be thesame diameter as the riser and be integral to the riser assembly.D.Install rain sensors as indicated on the drawings and as recommended by the manufacturer.3.12FLUSHING THE SYSTEMA.Prior to installation of sprinkler nozzles, the valves shall be opened and a full head of water used to flush out the lines and risers.B.Sprinkler nozzles shall be installed after flushing the system has been completed.3.13ADJUSTING THE SYSTEMA.Contractor shall adjust valves, align heads, and check coverage of each system prior to coverage test.B.If it is determined by the Landscape Architect or Owner's authorized representative that additional adjustments or nozzle changes will berequired to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting.C.Automatic control valves are to be adjusted so that the sprinkler heads operate at the pressure recommended by the manufacturer.3.14TESTING AND OBSERVATIONA.Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by theLandscape Architect, Owner, and/or governing agencies.B.The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours inadvance, where and when the work is ready for testing.C.When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the watercoverage for the planted areas is complete and adequate in the presence of the Landscape Architect.D.The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans,or where the system has been willfully installed when it is obviously inadequate, without bringing this to the attention of the Landscape Architect.E.Final inspection will not commence without completed record drawings as prepared by the Irrigation Contractor.3.15MAINTENANCEDuring the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing completeirrigation coverage to all intended plantings.3.16COMPLETION CLEANINGClean-up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and pavingshall be broomed, and any damage sustained on the work of others shall be repaired to original conditions.END OF SECTION 328400 REV.PROFESSIONAL STAMPDATEDESCRIPTIONPA / PM:PLAN ISSUE DATESDRAWN BY:REVIEWED BY:MSA JOB NO.:RGRG19-003-for :MRMSA3745 W. Chapman Ave Development Services Planning Architecture Interiors Construction ManagmentCONSULTANTParking Structure / Lobby Core CRC Real Estate Corp. 01-10-20 - Plan Check Re-Submittal c/o PCCRE - 41 Corporate Park, #230, Irvine, CA. 92606 ORANGE, CA. 9286810-04-19OWNER REVIEWSCHEMATIC DESIGNSuite "B" www.msassociatesinc.com 23112 Alcalde Drive Laguna Hills, CA 9265305/31/2101/10/2010-09-19OWNER REVIEWSCHEMATIC DESIGN10-23-19OWNER REVIEWPROGRESS CD 11-15-19SUBMITTAL 1PLAN CHECK01-10-20RE-SUBMITTAL PLAN CHECKLANDSCAPESPECIFICATIONSL7.3SOIL PREPARATION 32 91 13 - 5Copyright 2015 Ridge Landscape ArchitectsSECTION 32 91 13 - SOIL PREPARATIONPART 1 - GENERAL1.1SUMMARYA.Section includes planting soils specified by composition of the mixes.B.Related Requirements:1.Section 31 10 00 Site Clearing for topsoil stripping and stockpiling.2.Section 32 97 00 Vegetated Roof Assemblies for growing media (soil).1.2DEFINITIONSC.Duff Layer: A surface layer of soil, typical of forested areas, that is composed of mostly decayed leaves, twigs, and detritus.D.Imported Soil: Soil that is transported to Project site for use.E.Manufactured Soil: Soil produced by blending soils, sand, stabilized organic soil amendments, and other materials to produce planting soil.F.Planting Soil: Existing, on-site soil; imported soil; or manufactured soil that has been modified as specified with soil amendments and perhapsfertilizers to produce a soil mixture best for plant growth.G.Subgrade: Surface or elevation of subsoil remaining after excavation is complete, or the top surface of a fill or backfill before planting soil isplaced.H.Subsoil: Soil beneath the level of subgrade; soil beneath the topsoil layers of a naturally occurring soil profile, typified by less than 1 percentorganic matter and few soil organisms.I.Surface Soil: Soil that is present at the top layer of the existing soil profile. In undisturbed areas, surface soil is typically called "topsoil"; but indisturbed areas such as urban environments, the surface soil can be subsoil.J.USCC: U.S. Composting Council.1.3PREINSTALLATION MEETINGSA.Preinstallation Conference: Conduct conference at Project site.1.4ACTION SUBMITTALSA.Product Data: For each type of product.B.LEED Submittals:1.Product Certificates for Credit MR 5: For products and materials required to comply with requirements for regional materials, certificatesindicating location of material manufacturer and point of extraction, harvest, or recovery for each raw material. Include statement indicatingdistance to Project, cost for each regional material, and fraction by weight that is considered regional.C.Samples: For each bulk-supplied material in sealed containers labeled with content, source, and date obtained; providing an accuraterepresentation of composition, color, and texture.1.5INFORMATIONAL SUBMITTALSA.Field quality-control reports.1.6QUALITY ASSURANCEA.Testing Agency Qualifications: An independent, state-operated, or university-operated laboratory; experienced in soil science, soil testing, andplant nutrition; with the experience and capability to conduct the testing indicated; and that specializes in types of tests to be performed.PART 2 - PRODUCTS2.1MATERIALSA.Regional Materials: Imported soil, manufactured planting soil, and soil amendments and fertilizers shall be manufactured within 500 miles ofProject site from materials that have been extracted, harvested, or recovered, as well as manufactured, within 500 miles of Project site.2.2PLANTING SOILS SPECIFIED BY COMPOSITIONA.Planting Soil Type: Existing, on-site surface soil, with the duff layer, if any, retained; modified to produce viable planting soil. Blend existing,on-site surface soil with the following soil amendments and fertilizers in the following quantities to produce planting soil.B.Planting-Soil Type: Imported, naturally formed soil from off-site sources and consisting of sandy loam soil according to USDA textures; andmodified to produce viable planting soil..1.Sources: Take imported, unamended soil from sources that are naturally well-drained sites where topsoil occurs at least 4 inches deep, notfrom agricultural land, bogs, or marshes; and that do not contain undesirable organisms; disease-causing plant pathogens; or obnoxiousweeds and invasive plants including, but not limited to, quackgrass, Bermuda grass, poison oak, nutsedge, Canada thistle, bindweed,bentgrass, ground ivy, perennial sorrel, and bromegrass.2.Additional Properties of Imported Soil before Amending: Soil reaction of pH 6 to 7 and minimum of 4 percent organic-matter content, friable,and with sufficient structure to give good tilth and aeration.3.Unacceptable Properties: Clean soil of the following:a.Unacceptable Materials: Concrete slurry, concrete layers or chunks, cement, plaster, building debris, oils, gasoline, diesel fuel, paintthinner, turpentine, tar, roofing compound, acid, and other extraneous materials that are harmful to plant growth.b.Unsuitable Materials: Stones, roots, plants, sod, clay lumps, and pockets of coarse sand that exceed a combined maximum of 8percent by dry weight of the imported soil.c.Large Materials: Stones, clods, roots, clay lumps, and pockets of coarse sand exceeding 2 inches in any dimension.4.Amended Soil Composition: Blend imported, unamended soil with the soil amendments and fertilizers in the quantities as recommended inthe soils report to produce planting soil.C.Planting-Soil Type: Manufactured soil consisting of manufacturer's basic topsoil blended in a manufacturing facility with sand, stabilized organicsoil amendments, and other materials to produce viable planting soil.1.Additional Properties of Manufacturer's Basic Soil before Amending: Soil reaction of pH 6 to 7 and minimum of 4 percent organic-mattercontent, friable, and with sufficient structure to give good tilth and aeration.2.Unacceptable Properties: Manufactured soil shall not contain the following:a.Unacceptable Materials: Concrete slurry, concrete layers or chunks, cement, plaster, building debris, oils, gasoline, diesel fuel, paintthinner, turpentine, tar, roofing compound, acid, and other extraneous materials that are harmful to plant growth.b.Unsuitable Materials: Stones, roots, plants, sod, clay lumps, and pockets of coarse sand that exceed a combined maximum of 5 percentby dry weight of the manufactured soil.c.Large Materials: Stones, clods, roots, clay lumps, and pockets of coarse sand exceeding 2 inches in any dimension.3.Blend manufacturer's basic soil with soil amendments and fertilizers in the quantities as recommended by the soils report to produceplanting soil.2.3INORGANIC SOIL AMENDMENTSA.Lime: ASTM C 602, agricultural liming material containing a minimum of 80 percent calcium carbonate equivalent and as follows:1.Class: T, with a minimum of 99 percent passing through a No. 8 sieve and a minimum of 75 percent passing through a No. 60 sieve.2.Class: O, with a minimum of 95 percent passing through a No. 8 sieve and a minimum of 55 percent passing through a No. 60 sieve.3.Form: Provide lime in form of ground mollusk shells.B.Sulfur: Granular, biodegradable, and containing a minimum of 99 percent elemental sulfur, with a minimum of 99 percent passing through aNo. 6 sieve and a maximum of 10 percent passing through a No. 40 sieve.C.Iron Sulfate: Granulated ferrous sulfate containing a minimum of 20 percent iron and 10 percent sulfur.D.Perlite: Horticultural perlite, soil amendment grade.E.Agricultural Gypsum: Minimum 98 percent calcium sulfate, finely ground with 90 percent passing through a No. 50 sieve.F.Sand: Clean, washed, natural or manufactured, free of toxic materials, and according to ASTM C 33/C 33M.2.4ORGANIC SOIL AMENDMENTSA.Compost: Well-composted, stable, and weed-free organic matter produced by composting feedstock, and bearing USCC's "Seal of TestingAssurance," and as follows:1.Feedstock: Limited to leaves.2.Reaction: pH of 6.0 to 7.5.3.Salinity: Ensure that saturation extract conductivity does not exceed 3.5 millimohs per centimeter at 25 degrees c. as determined bysaturation extract method.4.Moisture Content: 35 to 55 percent by weight.5.Organic-Matter Content: 30 to 40 percent of dry weight.6.Particle Size: 95 to 100 percent passing through a 6.33 mm standard sieve; 80 to 100 percent passing through a 2.33 mm sieve.7.Iron Content: Minimum 0.08 percent dilute acid soluble Fe on dry weight basis.8.Ash: 0 to 6 percent dry weight.B.Sphagnum Peat: Partially decomposed sphagnum peat moss, finely divided or of granular texture with 100 percent passing through a 1/2-inchsieve, a pH of 3.4 to 4.8, and a soluble-salt content measured by electrical conductivity of dS/m.C.Wood Derivatives: Shredded and composted, nitrogen-treated sawdust, ground bark, or wood waste; of uniform texture and free of chips,stones, sticks, soil, or toxic materials.D.Manure: Well-rotted, unleached, stable or cattle manure containing not more than 25 percent by volume of straw, sawdust, or other beddingmaterials; free of toxic substances, stones, sticks, soil, weed seed, debris, and material harmful to plant growth.2.5FERTILIZERA.Planting Fertilizer: Pelleted or granular form consisting of the following percents by weight and mixed by commercial fertilizer supplier:6-nitrogen, 20-phosphoric acid, 20-potash.B.Planting Tablets: Provide slow-release type with potential acidity of not more than 5 percent by weight containing the following percents byweight of nutrients listed: 20-nitrogen, 10-phosphoric acid, 5-potash, 2.6 combined calcium, 1.60 combined sulphur, 0.35-iron elemental fromferrous sulfate. Provide in 21 gram tablets manufactured by Agriform or other approved.PART 3 - EXECUTION3.1GENERALA.Place planting soil and fertilizers according to requirements of the Agronomic Soils Report recommendations.B.Verify that no foreign or deleterious material or liquid such as paint, paint washout, concrete slurry, concrete layers or chunks, cement, plaster,oils, gasoline, diesel fuel, paint thinner, turpentine, tar, roofing compound, or acid has been deposited in planting soil.3.2BLENDING PLANTING SOIL IN PLACEA.General: Mix amendments with in-place, unamended soil to produce required planting soil. Do not apply materials or till if existing soil orsubgrade is frozen, muddy, or excessively wet.B.Preparation: Till unamended, existing soil in planting areas to a minimum depth of 12 inches. Remove stones larger than 1 inch in anydimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property.C.Mixing: Apply soil amendments and fertilizer, if required, evenly on surface, and thoroughly blend them into full depth of unamended, in-placesoil to produce planting soil.1.Mix sulfur with dry soil before mixing fertilizer.2.Mix fertilizer with planting soil no more than seven days before planting.D.Compaction: Compact blended planting soil to 75 to 82 percent of maximum Standard Proctor density according to ASTM D 698.E.Finish Grading: Grade planting soil to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and filldepressions to meet finish grades.3.3PROTECTION AND CLEANINGA.Protection Zone: Identify protection zones according to Section 015639 "Temporary Tree and Plant Protection."B.Protect areas of in-place soil from additional compaction, disturbance, and contamination. Prohibit the following practices within these areasexcept as required to perform planting operations:1.Storage of construction materials, debris, or excavated material.2.Parking vehicles or equipment.3.Vehicle traffic.4.Foot traffic.5.Erection of sheds or structures.6.Impoundment of water.7.Excavation or other digging unless otherwise indicated.C.Remove surplus soil and waste material including excess subsoil, unsuitable materials, trash, and debris and legally dispose of them offOwner's property unless otherwise indicated.1.Dispose of excess subsoil and unsuitable materials on-site where directed by Owner.END OF SECTION 32 91 13 REV.PROFESSIONAL STAMPDATEDESCRIPTIONPA / PM:PLAN ISSUE DATESDRAWN BY:REVIEWED BY:MSA JOB NO.:RGRG19-003-for :MRMSA3745 W. Chapman Ave Development Services Planning Architecture Interiors Construction ManagmentCONSULTANTParking Structure / Lobby Core CRC Real Estate Corp. 01-10-20 - Plan Check Re-Submittal c/o PCCRE - 41 Corporate Park, #230, Irvine, CA. 92606 ORANGE, CA. 9286810-04-19OWNER REVIEWSCHEMATIC DESIGNSuite "B" www.msassociatesinc.com 23112 Alcalde Drive Laguna Hills, CA 9265305/31/2101/10/2010-09-19OWNER REVIEWSCHEMATIC DESIGN10-23-19OWNER REVIEWPROGRESS CD 11-15-19SUBMITTAL 1PLAN CHECK01-10-20RE-SUBMITTAL PLAN CHECKLANDSCAPESPECIFICATIONSL7.4PLANTS32 93 00 - 18Copyright 2015 Ridge Landscape ArchitectsPART 1 - GENERAL1.1SUMMARYA.Section Includes:1.Soil Preparation.2.Planting.3.Staking.4.Hydroseeding.5.Clean up.B.Related Sections:1.Section 32 84 00 - Planting Irrigation2.Section 32 92 00 - Turf and Grasses1.2DEFINITIONSA.Backfill: The earth used to replace or the act of replacing earth in an excavation.B.Duff Layer: The surface layer of native topsoil that is composed of mostly decayed leaves, twigs, and detritus.C.Finish Grade: Elevation of finished surface of planting soil.D.Manufactured Topsoil: Soil produced off-site by homogeneously blending mineral soils or sand with stabilized organic soil amendments toproduce topsoil or planting soil.E.Pesticide: A substance or mixture intended for preventing, destroying, repelling, or mitigating a pest. This includes insecticides, miticides,herbicides, fungicides, rodenticides, and molluscicides. It also includes substances or mixtures intended for use as a plant regulator, defoliant,or desiccant.F.Pests: Living organisms that occur where they are not desired, or that cause damage to plants, animals, or people. These include insects,mites, grubs, mollusks (snails and slugs), rodents (gophers, moles, and mice), unwanted plants (weeds), fungi, bacteria, and viruses.G.Planting Soil: Standardized topsoil; existing, native surface topsoil; existing, in-place surface soil; imported topsoil; or manufactured topsoil thatis modified with soil amendments and perhaps fertilizers to produce a soil mixture best for plant growth.H.Root Flare: Also called "trunk flare." The area at the base of the plant's stem or trunk where the stem or trunk broadens to form roots; the areaof transition between the root system and the stem or trunk.I.Subgrade: Surface or elevation of subsoil remaining after excavation is complete, or the top surface of a fill or backfill before planting soil isplaced.J.Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter and soil organisms.K.Surface Soil: Soil that is present at the top layer of the existing soil profile at the Project site. In undisturbed areas, the surface soil is typicallytopsoil; but in disturbed areas such as urban environments, the surface soil can be subsoil.1.3ACTION SUBMITTALSA.Product Data: Prior to installation submit for review and approval specifications and product information on items being used on project. Submitbound with list of items as cover sheet. Conform to Section 01300. For each type of product indicated, including soils.1.Plant Materials: Include quantities, sizes, quality, and sources for plant materials.2.Pesticide and Herbicides: Include product label and manufacturer's application instructions specific to the Project.3.Plant Photographs: Include color photographs in digital format of each required species and size of plant material as it will be furnished tothe Project. Take photographs from an angle depicting true size and condition of the typical plant to be furnished. Include a scale rod orother measuring device in each photograph. For species where more than 20 plants are required, include a minimum of three photographsshowing the average plant, the best quality plant, and the worst quality plant to be furnished. Identify each photograph with the full scientificname of the plant, plant size, and name of the growing nurseryB.Samples of mineral and / or organic mulch.1.4INFORMATIONAL SUBMITTALSA.Product certificates.B.Material test reports.C.Maintenance Instructions: Recommended procedures to be established by Owner for maintenance of plants during a calendar year.1.5OBSERVATION SCHEDULEA.Notify Architect in advance for the following inspections, according to the time specified:1.Pre-Job conference - 7 days2.Final grade review - 48 hours3.Plant material review - 48 hours4.Plant layout review - 48 hours5.Soil preparation and planting operations review - 48 hours6.Pre-maintenance - 7 days7.Final inspection - 7 daysB.No site visits shall commence without all items noted in previous observation reports either completed or remedied unless such compliance hasbeen waived by the Architect.1.6QUALITY ASSURANCEA.Soil Analysis: For each un-amended soil type, furnish soil analysis and a written report by a qualified soil-testing laboratory.1.The soil-testing laboratory shall oversee soil sampling.2.Report suitability of tested soil for plant growth.a.State recommendations for nitrogen, phosphorus, and potash nutrients and soil amendments to be added to produce satisfactory plantingsoil suitable for healthy, viable plants.b.Report presence of problem salts, minerals, or heavy metals; if present, provide additional recommendations for corrective action.B.Provide quality, size, genus, species, and variety of plants indicated, complying with applicable requirements in ANSI Z60.1.C. Source Quality:1.At least 60 days prior to planting submit documentation that all plant materials are available. Materials are subject to inspection afterconfirmation of ordering.2.Materials are subject to inspection at place of growth and upon delivery for conformity to specifications. Inspection, approval and rejectioncan also take place at other times during progress of work.3.Request, in writing, inspection of plant materials at place of growth. Identify place of growth and quantity of plants to be inspected.4.As described in the planting notes for tree tagging, the Architect may opt to either visit the tree nursery or review photographs submitted bythe Contractor. In either case, visit the nursery and select trees conforming to specifications prior to review by the Architect.1.7DELIVERY, STORAGE, AND HANDLINGA.Do not prune trees and shrubs before delivery. Protect bark, branches, and root systems from sun scald, drying, wind burn, sweating, whipping,and other handling and tying damage. Do not bend or bind-tie trees or shrubs in such a manner as to destroy their natural shape. Provideprotective covering of plants during shipping and delivery. Do not drop plants during delivery and handling.B.Handle planting stock by root ball.C.Deliver plants after preparations for planting have been completed, and install immediately. If planting is delayed more than six hours afterdelivery, set plants and trees in their appropriate aspect (sun, filtered sun, or shade), protect from weather and mechanical damage, and keeproots moist.D.Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trade mark, andconformance to State law.E.Provide copies of receipts for all amendments specified in these specifications or in the agronomic Soils Report.F.Deliver plants with legible identification labels. Label trees, evergreens, bundles of containers of like shrubs and groundcover plants. Statecorrect plant name and size indicated on plant list. Use durable waterproof labels with water-resistant ink which will remain legible for at least 60days.G.Protect plant material during delivery to prevent damage to root ball or desiccation of leaves.H.Notify Architect 7 days in advance of delivery of plant materials and submit itemization of plants in each delivery.I.Store plants in shade and protect from weather.J.Maintain and protect plant material in a healthy, vigorous condition.K.Exercise care in handling, loading, unloading and storing of plant materials. Replace damaged materials.1.8WARRANTYA.Special Warranty: Installer agrees to repair or replace plantings and accessories that fail in materials, workmanship, or growth within specifiedwarranty period.1.Warranty Periods from date of end of 90-day maintenance period:a.Trees: 12 months.b.Shrubs, Vines, Ornamental Grasses, Ground Covers, Biennials, and Perennials: 90 days.c.Annuals: 90 days.1.9MAINTENANCE SERVICEA.Initial Maintenance Service: Provide maintenance by skilled employees of landscape Installer. Maintain as required in Part 3. Beginmaintenance immediately after plants are installed and continue until plantings are acceptably healthy and well established but for not less thanmaintenance period below.1.Maintenance Period for Trees and Shrubs: 90 days from date of Substantial Completion.2.Maintenance Period for Ground Cover and Other Plants: 90 days from date of Substantial Completion.Revise minimum maintenance periodin subparagraphs below to suit Project.B.Continuously maintain all site areas involved in this contract during the progress of work and during the maintenance period until final acceptanceof the work by City. Improper maintenance or possible poor condition of the project at the termination of the scheduled maintenance period maycause postponement of the final completion date of the Contract. Continue maintenance until acceptable to the Owner.C.Provide sufficient numbers of workers and adequate equipment to perform work during maintenance period.D.Maintenance period does not start until all elements of construction, planting, and irrigation for the complete project are in accordance with thecontract documents for this project.E.Request an inspection to begin maintenance period after all planting and related work has been completed in accordance with other contractdocuments. Maintenance period commences as described in written notification by the Owner.F.Prior to commencement of maintenance period, ensure that all ground cover and lawn areas have been planted and that all lawn areas show aneven, healthy stand of grass seedlings or sod, grass having been mown twice.G.Any day or days that there is failure to properly maintain plantings, replace suitable plants, perform weed control or maintain hardscape areas willnot be credited as part of the 90 days maintenance. The project will not be segmented into maintenance phases.H.Keep paved areas free of silt, dirt, leaves and other planting area debris. Maintain these areas at least broom clean through the duration of themaintenance period, cleaning no less often than once per week.I.Guarantee: Guarantee plant material against any and all poor, inadequate or inferior materials and workmanship for one year. Replace plantsfound to be dead or in poor condition due to faulty materials or workmanship, at no extra cost to owner.J.Replacement: Replace materials found to be dead, missing or in poor condition during the maintenance period immediately. The Architect is thesole judge of the acceptability of condition. Make replacements of materials within 15 days after condition develops or written notification fromArchitect has been sent. Architect has the right to make emergency repairs without releasing Contractor's guarantee and warranty to Architect.K.Prior to date of final inspection, acquire approved reproducible prints and finally record from the job record set, all changes made duringconstruction and deliver them to Architect.L.Deliver guarantees to Architect.PART 2 - PRODUCTS2.1PLANT MATERIALA.General: Furnish nursery-grown plants true to genus, species, variety, cultivar, stem form, shearing, and other features indicated in Plant Legendshown on Drawings and complying with ANSI Z60.1. Provide plant materials in accordance with the State Department of Agriculture's regulationfor nursery inspections, rules and ratings. Provide plants with a normal habit of growth, sound, healthy, vigorous and free from insectinfestations, plant diseases, sunscalds, and other disfigurements. Ensure tree trunks are sturdy and have well-hardened systems and vigorousand fibrous root systems which are not root or pot-bound. In the event of disagreement as to condition of root system, the root conditions of thefurnished plants in containers will be determined by removal of earth from the roots of not less than two plants, or more than 2 percent of thetotal number of plants of each species or variety. Where container grown plants are from several sources, roots of not less than two plants ofeach species or variety from each source will be inspected. In the event that the sample plants inspected are found to be defective, the entire lotor lots of plants represented by the defective samples may be rejected. Plants rendered unsuitable for planting due to this inspection will beconsidered samples and will be provided at no cost to the Owner.B.Size of plants will comply with ANSIZ60.1 and correspond with that normally expected for species and variety of commercially available nurserystock or as specified on drawings. The minimum acceptable size of plants measured before pruning with the branches in normal position, mustconform to the measurements specified in the plant list. If approved by the Owner, larger sized plants may be used. If larger plants areapproved for use, the ball of earth or spread of roots for each plant will be increased proportionately.C.Plants not meeting requirements of these specifications are considered to be defective whether in place or not. They must be immediatelyremoved and replaced with new acceptable and approved plants of the required size, species and variety.D.Pruning: Do not prune, trim, top or alter the shape of trees or plants except as approved.E.Provide plant material true to botanical and common name and variety as specified in Annotated Checklist of Woody Ornamental Plants inCalifornia, Oregon and Washington, published by University of California School of Agriculture (latest edition).F.Nursery Grown and Collected Stock: Grow under climatic conditions similar to those in locality of project; container-grown stock in vigorous,healthy condition, not root-bound or with root system hardened off. Use only liner stock plant material which is well established in removablecontainers or formed homogenous soil sections.G.Select trees which are aesthetically desirable and are good examples of the species. Trees with gashes, misshapen trunks or branches, toppedleaders, structural defects, badly crossed branches, or other visual defects will not be accepted. If formal arrangements or consecutive order ofplants is shown on Drawings, select stock for uniform height and spread to assure symmetry in planting.H.Seed: Label seed and provide in sealed containers with signed copies from vendor certifying that each container is fully labeled in compliancewith State Agricultural Code and is in compliance with minimum requirements of these specifications. Wet, moldy or damaged seed will not bepermitted. Provide seed mix per plan.2.2INORGANIC SOIL AMENDMENTSA.The following soil amendments are to be used for bid purposes only. Specific amendments and fertilizer will be selected and specified afterrough grading operations are complete and Contractor has had soil samples tested.B.Soil Sulfur: Agricultural grad sulfur containing minimum of 99 percent sulfur expressed as elemental.C.Iron Sulfate: 20 percent iron expressed as metallic iron, derived from ferric and ferrous sulfate, 10 percent sulfur expressed as elemental.D.Agricultural Gypsum: Minimum 98 percent calcium sulfate, Calcium Carbonate: 95 percent lime as derived from oyster shells.2.3ORGANIC SOIL AMENDMENTSA.The following soil amendments are to be used for bid purposes only. Specific amendments and fertilizer will be selected and specified afterrough grading operations are complete and Contractor has had soil samples tested.2.4FERTILIZERSA.The following soil amendments are to be used for bid purposes only. Specific amendments and fertilizer will be selected and specified afterrough grading operations are complete and Contractor has had soil samples tested.B.Planting Fertilizer: Granular or pelleted fertilizer consisting of the following percents by weight and mixed by commercial fertilizer supplier:1.Composition: 6 percent nitrogen, 20 percent phosphorous, and 20 percent potash, by weight.C.Planting Tablets: Provide slow-release type with potential acidity of not more than 5 percent by weight containing the following percent by weightof nutrients listed:1.Size: 21 gram tablets manufactured by Agriform, or approved equal.2.Nutrient Composition: 20 percent nitrogen, 10 percent phosphoric acid, and 5 percent potash, 2.6-combined calcium, 1.6 combined sulfur,0.35-iron elemental from ferrous sulfate, by weight plus micronutrients.D.Hydroseeding Fertilizer: Provide ammonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizersupplier: 16-nitrogen, 20-phosphoric acid, 0-potash.E.Sulfate of potash: 0-0-50.F.Single super-phosphate: Commercial product containing 18 to 20 percent available Phosphoric Pentoxide, or other approved.G.Urea formaldehyde: 38-0-0.2.5PLANTING SOILSA.Planting Soil (Import or Amended Top Soil) Ensure silt plus clay content of top soil does not exceed 20 percent by weight, with a minimum 95percent passing the 2.0 mm sieve. Do not allow the sodium absorption ratio SAR to exceed 6. The electrical conductivity (ECE) of thesaturation extract cannot exceed 3.0 millimohs per centimeter at 25 degrees C. Ensure boron content is less than 1 part per million as measuredon the saturation extract. To ensure compliance with these requirements submit samples of soil for analysis prior to and following backfilling.2.6PLANTER MIXA.Planter Mix for all on-structure planters and plant container: provide custom topsoil (“Disney”) Mix by EarthWorks Soil Amendments, Inc., (951)782-0260, to include the following pre-blended items:85 percent sandy loam topsoil15 percent peat moss0.5 pounds / cy Triple Super Phosphate (0-45-0)0.25 pounds/ cy Potassium Sulfate (0-0-50)1.0 pound/cy Agricultural Gypsum0.2 pounds/cy P.A.M. (soil aggregating polymer)B.Roofdeck Soil Mix1.On-structure Planter Soil (Mix “A”) - (bottom of planter to 8-inches below finish grade) - per cubic yard of mix.a.80% Over-structure Planter Sand (optional - 100% sand if weight is not a consideration).b.20% pumice (optional no pumice).c.2 lbs. Nitroform (38-0-0, 27% WIN).d.2 lbs. 12-12-12 General Planting Fertilizer.e.1 lb. iron sulfate.f.2 lbs. dolomite lime.g.2 lbs. calcium carbonate limestone.h.Thoroughly blend mix before placing soil in 12” lightly compacted lifts.2.On-structure Planter Soil (Mix “B”) - (8-inch layer - place on top of On-structure Planter Soil (Mix “A”) up to finish grade) - per cubic yard ofmix:a.70% Over-structure Planter Sand.b.30% Organic Amendment.c.2 lbs. Nitroform (38-0-0, 27% WIN).d.1 lb. iron sulfate.e.2 lbs. dolomite lime.f.2 lbs. calcium carbonate limestone.g.Thoroughly blend soil mix before placing soil in one lightly compacted lift.3.Over-structure Planter Sand:a.Washed nursery sand which meets following U.S. Standard Sieve criteria:Sieve No. (U.S. Standard)Weight Percent Passing1010018100359260161002.11401.32700.12.7MULCHESA.Organic Mulch: Provide medium grind bark, consisting of organic, fibrous, woody bark mixture of varied particle size such that 90 to 100 percentpasses 1 inch sieve, 80 to 100 percent passes 1/2 inch sieve, and 20 to 60 percent passes 1/4 inch sieve, or approved equal. Mulch shall befree of contaminants and weed seed and shall have a pleasant musty or moldy soil-like odor. Putrid, ammonia and sour-smelling materials willbe deemed unacceptable. Recycled construction materials will not be permitted.2.8HYDROSEEDING FIBER MULCHA.Provide Hydro-mulch as manufactured by Conwed, or other approved equal, composed of wood cellulose fiber and containing no germination orgrowth inhibiting factors. Ensure a consistent texture which disperses evenly and remains suspended in agitated water. Provide with atemporary green dye and the following percentage property analysis: moisture content 9 plus or minus 0.8; 3 o.d. basis, organic matter 99.2plus or minus 0.8; ash content 0.8 plus or minus 0.2; pH 4.8 plus or minus 0.5; water holding capacity (grams of H20 per 100 grams of fiber)1150 minimum.HYDROSEEDING ADDITIVE (BINDER)B.Provide Ecology Control-M-Binder organic seeding additive.2.9GUYING AND STAKING MATERIALSA.Wood Tree Stakes: lodge pole pine, full treated with Coppernaphthanate Wood Preservative in strict accordance with FS TT-W-572 Type I,Composition B, 2-inch minimal normal size diameter by 10 feet long, no split stakes.B.Ties: Provide cinch ties, size corresponding to tree box size as manufactured by VIT Company or other approved.2.10LANDSCAPE EDGINGSA.Wood Edging:1.Provide 2-inch by 4-inch pressure treated Douglas Fir or Redwood construction grade headerboards. Make splices with 1-inch by 4-inchpieces no less than 12 inches long. Place 1-inch by 3-inch by 16-inch stakes at intervals of not more than 5 feet. Cut stakes level and setbelow top of headerboards.2.On sharp turns and curves, four 1/2 inch by 4-inch laminated boards, or two 1-inch by 4-inch laminated boards may be permitted.3.Nail stakes and splices with galvanized common nails. Nail as required for solid installation.4.Provide header as shown on drawings, laid true to line and grade, protect in-place adjacent improvements, shrubbery and other properties.Place stakes on ground cover side of header.B.Steel Edging: Standard commercial-steel edging, rolled edge, fabricated in sections of standardlengths, with loops stamped from or welded to face of sections to receive stakes.C.Aluminum Edging: Standard-profile extruded-aluminum edging, ASTMB221, Alloy 6063-T6,fabricated in standard lengths with interlocking sections with loops stamped from faceof sections to receive stakes.D.Plastic Edging: Standard black polyethylene or vinyl edging, horizontally grooved, extrudedin standard lengths, with 9-inch steel stakes.E.Concrete Mowstrip: 6 inch wide by 6 inch thick concrete mowstrip with 1/2 inch tooled edgingand #3 continuous rebar.2.11MISCELLANEOUS PRODUCTSA.Sand: Provide washed silica sand.B.Tree Paint: Provide Morrison Tree Seal, Cabot Tree Paint or other approved.C.Water: Provide clean, potable water.D.Root Barrier: Provide UB24-2 by Deep Root Corporation, (800) 458-7668. Install at all treeswithin 5 feet of concrete paving, curbs or mow strips or as shown on plans. Install barrier withvertical ribs facing toward the tree and with the top edge 1/2 inch above finish grade. Providelinear root barrier adjacent to paving or curbing; root barrier shall not circle the rootball.2.12QUALITY CONTROLA.Provide standard, approved and first-grade quality materials, in prime condition when installedand accepted. Deliver commercially processed and packaged materials in manufacturer'sunopened containers bearing the manufacturer's guaranteed analysis. Supply a sample of allsupplied materials accompanied by analytical data from an approved laboratory sourceillustrating compliance, or bearing the manufacturer's guaranteed analysis.PART 3 - EXECUTION3.1EXAMINATIONA.Obtain certification that final grades to 1/10 foot have been established prior to commencing landscaping operations. Provide for inclusion of allamendments, settling, etc. Be responsible for shaping all planting areas as indicated on drawings or as required.B.Inspect trees, shrubs and liner stock plant material for injury, insect infestation and trees and shrubs for improper pruning.C.Do not begin planting of trees until deficiencies are corrected or plants replaced.3.2PLANTING AREA ESTABLISHMENTA.Soil Preparation: After proper finish grades have been verified or established, cross-rip all planting areas to a depth of 12 inches, condition andfertilize soil in accordance with recommendations of soil testing laboratory and as approved by Owner. The following is for bid purposes only.Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller into top 6 inches of soil. Application rates per 1,000square feet:1. Nitrogen stabilized organic amendment: 4 cubic yards2. 16-16-16 Commercial Fertilizer: 15 lbs.3. Agricultural Gypsum: 100 lbs.4. Soil Sulfur: 20 lbs.B.At time of planting, ensure that top 2 inches of all areas to be planted or seeded are free of stones, stumps and other deleterious matter 1 inch indiameter or larger, and free from wire, plaster, concrete, wood and similar materials which would cause hindrance to planting or maintenance.C.Finish Grading: Make minor modifications to grade as may be necessary to establish required final grade. Ensure that finish grade providesproper drainage of the site and surface drainage is away from building. Final grades are to be 1-inch below adjacent paved areas, sidewalks,valve boxes, headers, clean-outs, drains, manholes, etc., or as shown on drawings or required by City. Eliminate erosion scars prior tocommencing maintenance period.D.Pre-Plant Weed Control:1.After irrigation system is operational, use a non-selective systemic contact herbicide as recommended and applied by an approvedlicensed landscape pest control advisor and applicator. Leave sprayed plants intact for at least 15 days.2.Clear and remove these existing weeds by mowing or grubbing off all plant parts at least 2 inches below surface of soil over entire areas tobe planted.3.After irrigation system is operational, apply water for 10 days as needed to achieve weed germination. Apply contact herbicides and wait asneeded before planting. Repeat as required.4.Maintain weed free site until acceptance by Owner.3.3PLANTING INSTALLATIONA.General:1.The irrigation system shall be operational and approved prior to planting.2.Perform actual planting only during those periods when weather and soil conditions are suitable and in accordance with locally acceptedpractice, as approved.3.Distribute in planting areas only as many plants as can be planted and watered that same day.4.Ensure that containers which are opened and plants removed are handled with care such that ball of earth surrounding roots is notbroken and that plants are planted and watered immediately. Do not open containers prior to placing plants in planting areas.B.Layout: Mark locations for plants and outlines of areas to be planted before any plant pits are dug. Gain City approval. If undergroundconstruction or utility lines are encountered in the excavation of planting areas, other locations for planting may be selected by Owner.Accomplish layout with flagged grade stakes indicating plant names and specified container size on each stake. Confirm location and depth ofunderground utilities and obstructions.3.4EXCAVATION FOR TREES AND SHRUBSA.Planting Pits and Trenches: Excavate circular planting pits with sides sloping inward at a 45-degree angle. Trim perimeter of bottom leavingcenter area of bottom raised slightly to support rootball and assist in drainage away from center. Do not further disturb base. Ensure thatrootball will sit on undisturbed base soil to prevent settling. Scarify sides of planting pit smeared or smoothed during excavation.B.Excavate approximately two times as wide as rootball diameter.1.Do not excavate deeper than depth of the rootball, measured from the root flare to the bottom of the rootball.C.Subsoil and topsoil removed from excavations may be used as planting soil backfill.D.Strip and stack approved excavation for planting which is encountered within areas for trenches, tree holes, plant pits and planting beds.E.Remove from site excess soil generated from planting holes and not used for backfilling.F.Protect areas from excessive compaction when trucking plants or other materials to planting areas.3.5TREE, SHRUB, AND VINE PLANTING.A.Before planting, verify that root flare is visible at top of root ball according to ANSI Z60.1.B.Remove stem girdling roots and kinked roots. Remove injured roots by cutting cleanly; do not break.C.Set stock plumb and in center of planting pit or trench with root flare 1 inch above adjacent finish grades.1.Use planting soil for backfill.2.Container Grown: Cut cans on two sides with acceptable can cutter only. Carefully remove rootball from container without damagingrootball or plant. Superficially loosen edge roots on three sides after removing from can.3.Boxed Trees: Remove bottom of plant boxes before planting. Remove sides without damage to rootball after positioning plant and partiallybackfilling.4.Face plants with fullest growth into prevailing wind.5.Backfill plants with: 6 parts by volume on-site soil, 4 parts by volume organic amendment, 1 pound 6-20-20 fertilizer mix per cubicyard of mix, 2 pounds iron sulfate per cubic yard of mix. Note: This is for bid purposed only. Specific backfill recommendations are made asa result of the soils testing described on the planting plan.6.Backfill around rootball in layers, tamping to settle soil and eliminate voids and air pockets. Hold plant rigidly and plumb until soil has beenfirmed around ball or roots. Raise all plants which settle deeper than the surrounding grade. When planting pit is approximately one-halffilled, add water to the top of the planting pit and thoroughly saturate rootball and adjacent soil.7.Set planting tablets with each plant on top of rootball while plants are still in their containers so the required number of tablets can beverified. After water has completely drained, place planting tablets as follows or in amounts recommended in soil reports fromsoil-testing laboratory. 1 tablet per 1-gallon container2 tablets per 5-gallon container3 tablets per 15-gallon container4 tablets per 24-inch box6 tablets per 36-inch box8 tablets per 48-inch boxPlace tablets beside the rootball about 1-inch from root tips; do not place tablets in bottom of the hole.8.Continue backfilling process. Construct an earthen basin around each plant after backfilling. Provide basin of depth sufficient to hold at least2 inches of water. Construct basins with amended backfill. Remove basin in all turf areas after initial watering. Water again after placingand tamping final layer of soil.9.Limit pruning to minimum necessary. Remove injured twigs and branches. Pruning may not be done prior to delivery of plants. Paint cutsover 3/4 inch in diameter with tree paint.10.Stake or guy trees immediately after planting. Install stakes plumb.11.Do not bring iron sulfate into contact with concrete surfaces due to potential staining. Contractor is responsible for cleaning and replacingstained surfaces.D.When planting on slopes, set the plant so the root flare on the uphill side is flush with the surrounding soil on the slope; the edge of the rootballon the downhill side will be above the surrounding soil. Apply enough soil to cover the downhill side of the rootball.3.6TREE, SHRUB, AND VINE PRUNINGA.Remove only dead, dying, or broken twigs or branches. Do not prune for shape. Pruning may not be done prior to delivery of plants. Paint cutsover 3/4 inch in diameter with tree paint.B.Prune, thin, and shape trees, shrubs, and vines according to standard professional horticultural and arboricultural practices. Unless otherwiseindicated by Architect, do not cut tree leaders; remove only injured, dying, or dead branches from trees and shrubs; and prune to retain naturalcharacter.3.7GROUNDCOVER AND OTHER SMALL CONTAINER PLANTINGA.Set out and space ground cover and plants from flats or containers smaller than 1-gallon as indicated on planting plan in even rows withtriangular spacing.B.Ensure that groundcover remains in the flats until transplanting. Flats' soil must contain sufficient moisture so it will not fall apart when liftingplants.C.Use planting soil for backfill. Plant each rooted plant with its proportionate amount of flat soil.D.Dig holes large enough to allow spreading of roots.E.Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water.F.Water thoroughly after planting, taking care not to cover plant crowns with wet soil.G.Protect plants for damage and trampling.3.8HYDROSEEDING:A.Install large trees and shrubs (5 gallon and larger) if they occur in hydroseeded areas.B.Install trees and shrubs (1 gallon) and groundcovers from flats if they occur in hydroseeded areas.C.Provide seed mixes as shown on plan.D.Apply hydroseed by an approved hydro-mulch company.E.Apply in a form of slurry consisting of cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed onsoil, ensure that hydro-mulch forms a blotter like groundcover impregnated uniformly with seed and fertilizer and allows the absorption ofmoisture and rainfall to percolate to the underlying soil.F.Prepare the slurry at the site by first adding water to the tank when the engine is at half throttle. When water level has reached height of agitatorshaft, provide full circulation, then add seed, followed by fertilizer, then mulch. Only add the mulch to the mixture after the seed and the tank isat least 1/3 filled with water. By the time the tank is 2/3 to 3/4 full, all mulch shall be in. Commence spraying immediately when tank is full.G.Spray uniform visible coat by using the green color as a guide. Apply the slurry in a sweeping motion, in an arched stream so as to fall like rainallowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rates.H.Remove slurry not used within two hours from the site.I.Fill out the daily worksheets by the nozzle main with the following information: Seed type and amount, mulch type and amount, number of loadsand amount of water, seeding additive type and amount, area covered and equipment used, capacity and license number.J.Do not allow any slurry to be sprayed into any reservoir basin or drainage ditches and channels which may impede the flow of rain or irrigationwater. Clean up any spilled slurry.K.After application of hydro-mulch, wash excess material from previously planted materials and architectural features. Avoid washing or erodingmulch materials.L.Ensure that application equipment has a built-in agitation system and operating capacity sufficient to agitate, suspend and mix a slurry containingnot less than 40 pounds of fiber mulch plus a combined total of 7 pounds fertilizer solids for each 100 gallons of water.M.Slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will providea continuous non-fluctuating discharge. Capacity requirements is 1,500 gallons, mounted on a traveling unit, either self-propelled or drawing bya separate unit which will place slurry tank and nozzles within sufficient proximity of areas to be seeded.N.Hydraulic equipment used for pesticide applications shall consist of a clean 150 gallon capacity fiberglass tank, complete with mechanicalagitation. Pump volume shall be 10 gallons per minute, while operating at a pressure of 100 pounds per square inch. Distribution lines shall belarge enough to carry the volume of water necessary for even chemical distribution. Spray nozzle must cover a 15-foot swath, with a minimumoutput of 5 gallons per minute at 80 pounds per square inch.3.9 PLANTING AREA MULCHINGA.Mulch backfilled surfaces of planting areas with 2 inch layer of mulch except slopes 2:1 or steeper, hydroseeded areas, turf areas andbioretention basin bottoms.3.10CLEAN-UPA.After all planting operations are complete; remove all trash, excess soil, empty plant containers, and rubbish from the property. Repair scars,ruts and other marks in the ground and leave ground in a neat and orderly condition.Leave the site in a broom-clean condition and wash down allpaved areas within the project site. Leave walks in a clean and safe condition.3.11LANDSCAPE MAINTENANCEA.Weed and cultivate all areas at intervals of not more than 10 days.B.Perform watering, mowing, rolling, edging, trimming, fertilization, spraying, pest control, and cleaning as may be required.C.Street gutters and curbs are to be included.D.Maintain adequate protection for people and property, and be financially responsible for damages and injuries. Notify the Architect immediatelyshould damage occur as a result of maintenance operations and provide repair or remuneration.E.Between the 15th and 20th calendar day of the maintenance period, reseed or resod all spots or areas within the lawn where normal turf growthis not evident.3.12TREE AND SHRUB CAREA.Watering: Maintain a large enough water basin around plants so that enough water can be applied to establish moisture through the major rootzone. When hand watering, use a water wand to break force of water.B.Pruning:1. Prior to any pruning, obtain written approval from the Architect to proceed.2. Trees:a.Propose tree pruning to the Architect should there be health or structural reasons for doing so, including the need to eliminate diseasedor damaged growth, eliminate structurally unsound growth, reduce potential for wind toppling or wind damage, or maintain growth withinlimited space.b.If requested by the City, provide pruning for aesthetic enhancement according to”pruning” by Sunset Book.c.Major pruning of deciduous trees shall be during their dormant season.3. Shrubs:a.The objectives of shrub pruning are the same as for trees. Do not clip shrubs into balled or boxed forms unless such is required by thedesign.b.Make pruning cuts to lateral branches or buds or flush with trunk. Stubbing will not be permitted.C.Staking and guying: Ensure that stakes and guys remain in place through acceptance and monitor to prevent girdling of trunks or branches andto prevent rubbing that causes bark wounds. All nursery stakes shall be removed.D.Weed control: Keep all areas free of weeds. Use recommended legally approved herbicides. Avoid frequent soil cultivation that destroysshallow roots. Use mulches per specifications to help prevent weed seed germination.E.Insect and disease control: Maintain a reasonable control with approve materials.F.Fertilize as specified by the agronomic soils testing recommendations and as follows for bid purposes:1.Commencement of maintenance period - 6 pounds per 1,000 square feet with top dress fertilizer.2.At the end of first 30 days of maintenance period - 6 pounds per 1,000 square feet with top dress fertilizer.3.At end of maintenance period and at 30 day intervals should maintenance period by extended for any reason - 6 pounds per 1,000 squarefeet with fertilizer mix.4.Avoid applying fertilizer to the rootball and base of main stem; rather, spread evenly under plant to dripline. Rates will vary from about a cupof nitrate fertilizer (depending upon nitrogen percentage) around a newly installed small plant to about 1/2 pound of actual nitrogen per inchof truck diameter measured four feet from the ground for mature trees.G.Replacement of plants: Replace dead, dying and missing plants with plants of a size, condition and variety acceptable to the Architect.3.13GROUND COVER CAREA.Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or with selective systemic herbicides. Hoe weeds aslittle as possible since this may result in plant damage.B.Watering: Water enough that moisture penetrates throughout root zone and only as frequently as is necessary to maintain healthy growth.C.Trash: Remove as it accumulates, but no less often than weekly.D.Edging and trimming: Edge groundcover to keep in bounds.E.Replace dead and missing plants.3.14LAWN AND TURF CAREA.Turf must be well-established prior to final acceptance.B.Watering: Water lawns at such frequency as weather conditions required to replenish soil moisture below root zone.C.Weed control: If needed, control broad leaf weeds with selective herbicides.D.Mowing:1. Perform mowing at such times of the day or week as may be requested by the Owner so as not to impede the Owner's operations. Mowingtimes may be at times other than normal working hours or days. Perform work at Owner's convenience.2.Clean up grass clippings during and after mowing, and remove legally from site. Use of blowing type equipment in lieu of sweeping orvacuuming is not acceptable.E.Renovating:1.If required, remove thatch by verticutting preferable in the Fall of the year, but otherwise in the Spring. At this time, fertilize with nitrate andover-seed if needed. Over-seeding must precede pre-emergent herbicides by at least 4 to 6 weeks. Normally, this means that lawns whichhave been invaded by crabgrass would be renovated and over-seeded in the Fall and treated for crabgrass control in the following lateWinter.2. Clean up grass clippings during and after mowing, and remove legally from site. Use of blowing type equipment in lieu of sweeping orvacuuming is not acceptable.3.15IRRIGATION SYSTEMA.Inspection: Check all systems for proper operation. Lateral lines must be flushed out after removing the last sprinkler head or two at each endof the lateral. Adjust heads as necessary for unimpeded coverage and no overspray.B.Controllers: Set and program automatic controllers for seasonal water requirements. Give Owner a key to controllers and instruction on how toturn off system in case of emergency as specified in other sections of these specifications.C.Repair all damages to irrigation system. Make all repairs within one watering period.END OF SECTION 32 93 00 A41EXTERIORN. WOODRIDGE CIR. - WEST ELEVATIONCELEVATIONSN. MANCHESTER AVE - EAST ELEVATIONAW. SHARINGHAM AVE - NORTH ELEVATIONBEXISTING TO REMAINPROPOSED STRUCTUREEXISTING TO REMAINPROPOSED STRUCTUREBEHIND (E) RESIDENCEPARKING ELEVATIONPARKING UNDERPASS(E) 2ND FLOOR OFFICE TO REMAIN(E) GLAZING TO REMAINPROPOSED BELOW GRADEPARKING(E) FINISH GRADEPROPOSED PARKING RAMPSTRUCTURE(E) BELOW GRADE PARKINGCHAPMAN AVE SHARINGHAM AVE PROPOSED PARKING RAMP STRUCTURE(E) 2ND FLOOR OFFICE TO REMAIN(E) BUILDING BEYOND TO REMAIN(E) BUILDING BEYOND TO REMAINPROPOSED BELOW GRADEPARKINGPROPOSED BELOW GRADEPARKINGPROPOSED PARKING RAMPSTRUCTURE(E) 2ND FLOOR OFFICE TO REMAIN(E) GLAZING TO REMAINPROPOSED IRON PLANTINGGRIDPARKING UNDERPASSCHAPMAN AVE N. MANCHESTER AVE NOTE:PROPOSED EXTERIOR MATERIALS ARETO MATCH EXISTING STYLE AND COLOR.NOTE:PROPOSED EXTERIOR MATERIALS ARETO MATCH EXISTING STYLE AND COLOR.PROJECT COLORS:BASE COLOR:ROXY BROWN -DE6084STRUCTURE INTERIOR:BONE CHINA -DEW399REV.PROFESSIONAL STAMPDATEDESCRIPTIONPA / PM:PLAN ISSUE DATESDRAWN BY:REVIEWED BY:MSA JOB NO.:MKSMKS19-003-for :JRMMSA3745 W. Chapman Ave Development Services Planning Architecture Interiors Construction ManagmentCONSULTANTParking Structure / Lobby Core CRC Real Estate Corp. 01-10-20 - Plan Check Re-Submittal c/o PCCRE - 41 Corporate Park, #230, Irvine, CA. 92606 ORANGE, CA. 9286807-21-19REVIEWBUILDING CORESuite "B" www.msassociatesinc.com 23112 Alcalde Drive Laguna Hills, CA 9265309-22-19PROGRESS-10-06-19PROGRESSDD REVIEW11-15-19SubmittalPlan Check01-10-20RE-SubmittalPlan CheckPROVIDE NEW SS COLUMN COVERSEE PLANS FOR MORE INFOSEE A1.0 FOR GENERAL NOTESSEE CIVIL PLANS FOR MORE INFOSEE STRUCTURAL PLANS FOR MORE INFOSEE LANDSCAPE PLANS FOR MORE INFOARCH. SECURITY LANDSCAPE INFILL GRIDAMETICO GROTTO DESIGN STEEL SECURITYGRILLS ARE 1-21/32" X 5-3/16" MESH WITH 1" X 564"MAIN BAR AND 316" ROUND CROSS BAR OR EQUAL.SET IN OPENING PER MFG. SPECIFICATIONS AT 3OPENINGSWRAP 4 EXISTING COLUMNS. 2 CONC. AND 2 STRUCT. STEEL COLUMN WITH SS COLUMN INFILL STOREFRONT OPENING FROM REMOVED PAIR OF DOORS WITH NEWNEW ELEVATOR ENTRY ANDCANOPY - SEE STRUCT.TOP OF WALL TO BE 6' MIN. ABOVE GRADE- SEE LANDSCAPE PLANSTOP OF WALL 42" MIN. ABOVE DECKSEE A1.3 FOR DECK ELEVATIONSGLAZING TO MATCH EXISTINGWITH SALVAGE GRANITE PANELS COVER CONCRETEWALL SO AS TO MATCH EXISTING ELEVATION AT REMOVED EXTERIOR STAIRCOVERS SEE DETAILS ON A8.1WRAP 4 EXISTING COLUMNS. WITH SS COLUMN COVERS SEE DETAILS ON A8.1 0102030405060708091011121314151617181920A42ELEVATIONSSECTIONSREV.PROFESSIONAL STAMPDATEDESCRIPTIONPA / PM:PLAN ISSUE DATESDRAWN BY:REVIEWED BY:MSA JOB NO.:MKSMKS19-003-for :JRMMSA3745 W. Chapman Ave Development Services Planning Architecture Interiors Construction ManagmentCONSULTANTParking Structure / Lobby Core CRC Real Estate Corp. 01-10-20 - Plan Check Re-Submittal c/o PCCRE - 41 Corporate Park, #230, Irvine, CA. 92606 ORANGE, CA. 9286807-21-19REVIEWBUILDING CORESuite "B" www.msassociatesinc.com 23112 Alcalde Drive Laguna Hills, CA 9265309-22-19PROGRESS-10-06-19PROGRESSDD REVIEW11-15-19SubmittalPlan Check01-10-20RE-SubmittalPlan CheckINSIDE PARKING - SOUTH ELEVATIONAEAST WEST SECTIONBNORTH SOUTH SECTIONCSOUTH ELEVATION (CHAPMAN)DSEE A1.0 FOR GENERAL NOTESSEE CIVIL PLANS FOR MORE INFOSEE STRUCTURAL PLANS FOR MORE INFOSEE LANDSCAPE PLANS FOR MORE INFOPROVIDE NEW SS COLUMN COVERSEE PLANS FOR MORE INFOPROVIDE NEW SS COLUMN COVERSEE PLANS FOR MORE INFO