Loading...
HomeMy WebLinkAbout1176-L THE WILLIAM LYON COMPANY INC . 8540 ARCHIBALD SUITE B RANCHO CUCAMONGA CALIFORNIA 91730 SHEET INDEX X COVER SHEET C-1 CONSTRUCTION PLAN 1-1 IRRIGATION PLAN T-1 TREE, VINE & GROUNDCOVER PLANTING PLAN Z z S-1 SHRUB PLANTING PLAN _tl , Z Z D-1 CONSTRUCTION DETAILS F2, s9c1c. D-2 IRRIGATION DETAILS & LEGEND SP-1 IRRIGATION SPECIFICATIONS SP-2 IRRIGATION SPECIFICATIONS smaft,"V*s" SP-3 LANDSCAPE SPECIFICATIONS, LEGEND & DETAILS ''�° -Z j '1 I 5-- MORSE CONSULTING GROUP ; Ir 0 QUANTITY ESTIMATE T T wills " % PLANNING 0 ENGINEERING 0 LANDSCAPE ARCHITECTURE NOTE. . . . . . . . ALL CONCRETE WALK AND PLANTING QUANTITIES I r ES LISTED SOUTHERN L PACIFIC C-18 I-1, T-1, S-1 RAILROAD 4860 IRVINE BOULEVARD, SUITE #201 ARE FOR BID COMPARISON AND LANDSCAPE ASSESSMENT TRAIL WITHIN TRACT 13445 - IRVINE, CALIFORNIA 92714-1299 DISTRICT PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE GROUNDCOVER 17,724 S.F. (714) 730-7117 FOR HIS OWN TAKE-OFFS AND INSTALLING ALL PLANT TURF 16,420 S.F. SHEET KEY MAP MATERIALS SHOWN ON THESE PLANS AT THE SPACING 'SPECIFIED. CONCRETE WALKS 6660 S.F. PLAN CHECK SUBMITTALS Submitted Department Returned Approved al 64-�a,%o ce.,r)r,c,, it- -bl 0 DESIGN GROUP, INC . to-t,4-61 z PLANNING AND LANDSCAPE ARCHITECTURE 4860 IRVINE BOULEVARD, SUITE 203 IRVINE, CA. 92720-19" (714) 731-2522 NO SCALE ABBREVIATIONS VICINITY MAP PROJECT SITE AT DS. DOWNSIPOUT INV. INVERT ELEVATION S. SEWER A.B. ANCHOR BOLT E. EAST J.B. JUNCTION BOX S. SOUTH ,Ib A.B.S. ACRYLONITRILE BUTADIENE STYRENE PIPE EA. EACH L. LENGTH OF ARC BCH. SCHEDULE A.C. ASPHALTIC CONCRETE E.C. END OF CURVE L.A. LANDSCAPE ARCHITECT B.G. BUD-GRACE A.C.P. ASBESTOS CEMENT ALT. ALTERNATE E.J. EXPANSION JOINT LT. LEFT S.F. SQUARE FOOT, FEET ESCRIPTION OF REVISION DATE APPROVED D SPECS. SPECIFICATIONS E.C.R. END OF CURB RETURN L.F. LINEAR FEET BUT. SHEET ALUM. ALUMINUM ELEV. ELEVATION MAX. MAXIMUM Rghland Ave. APPROX. APPROXIMATE E.W. EACH WAY MFG. MANUFACTURER SQ. SQUARE FIC CITY OF RANCHO CUCAMONGA B.C. BEGINNING OF CURVE EX. EXIST. EXISTING kit. MANHOLE ST. STREET Baseline Rd. B.C. BOTTOM OF CURB F.F.E. FINISH FLOOR ELEVATION Kill. MINIMUM SFS. SURFACE FOUR SIDES B.C.R. BEGINNING OF CURB RETURN F.G. FINISH GRADE N. NORTH T. TANGENT .0 BLDG. BUILDING F.L. FLOW LINE N.I.C. NOT IN CONTRACT T. TOP OF CUn3 "hl I Blvd. VICTORIA VINEYARDS NORTH B.S. BOTTOM OF STEP F.S. FINISH SURFACE No. , # NUMBER T.C.D. TOP OF CATC-1 BASIN TRAILS — TRACT 13445 CONDUIT FEET, FOOT ON CENTER T.F. TOP OF FOOTING Co C. , COND FT. O.C. i c i < 4c C.B. CATCH _.c. n-P OF MAT3 BASIN FTC. FOOTING O.D. OUTSIDE DIAMETER :2 C.F. CURB FACE GA. GAUGE P.A. PLANTING AREA T&G TONGUE AND GROOVE 102c s .0 COVER SHEET C.J. CONTROL JOINT GALV. GALVANIZED P.C.C. PORTLANDCEMENT CONCRETE T.P. TOP OF PAVING T.S. TOP OF STEP C.L. C CENTER LINE GC. GROUNDCOVER P.C.C. POINT OF COMPOUND CURVE 0 > CLATIR C.N.U. CONCRETE MASONRY UNIT G.L.B. GLUE LAMINATED _EAN P.R.C. POINT OF REVERSE CURVE T.W. TOP OF WALL ILI APPROVED WY C.O. CLEAN OUT G.P.M. GALLONS PER MINUT3 PL. L PROPERTY LINE TYP. TYPICAL SqN CITY aNDiNWO CONC. CONCRETE GR. GRADING P.B.I. POUNDS PER SQUARE INCH V. VOLTAGE DESIGN 010AEGpMMENDSD CONT. CONTINUOUS rRND. GROUND P.V.C. POLYVINYL CHLORIDE VERT. VERTICAL BER FREEWAY 1 - 10 NPxMORSE CONSUL77NG GROUP CSK. COUNTERSINK M. ,HT. HEIGHT R. , RAD. RADIUS ,,A - D.K. NP&C*rjoCjmEZXM*LAj%ML%C4ffAftChTrCCnW WITH ...ow 1W NOUIVAM k9n MI w1vc c mira"A 027 1.Ine CUBIC MR, HEADER R.C.V. RSMOTE CONTROL VALVE W. WEST NNW 0141 13c,7117 PAMOOM SXR DET. DETAIL HORIZ. HORIZONTAL REF. REFERENCE • W.P. WATER PROOFING D.K. 'JOB NO. 240-58 _cw_• 10 D.F. rRINKING FOUNTAIN If.P. HIGHPOINT REQ. REQUIRED DRAWIPM Pao. DIA. 0 DIAMETER I.D. INSIDE DIAMETER RWD. REDWOOD ode,, Ll�-_Ioxn I t7&—L_ J.S. DATS TOLENTINO DRIVE cx c. r"oI STRI II — II .I 0 c kl RD HT IRON reNc � o�/rR 0P,2 6 I N�RSBc sw rl I5L , ��7100 � � � ck:)IruMN r p } 19 11 $ 1176 1, 1 115 114113 00. U G� �I�, M�'N �� � a. oto �� .. eQ `�°••„ � - -� - _� � - 5�.uM? OL4/-•r w�,, /cr,i . .aMN P o �o ° _ - AL ►� p Boa •.� q'�° qo' •``R=45' y �� ~ . . - IVE • I „ 6owc., W.0 Al 51-I l p -0 �,•0 15 2 a U<aHr F p�Tyu 21�. �` lti 1, w -� �� a„ = 0 ? ''t lAl. AC • •. ` ' lw. 1 16 G, T ® \� U QL �� Vtis w^u<- scIrl6 (stal-o" o.G, �-O 20 1-p` v M V �► Tt�Rot,I�H ou t� G NllZou4or Izol� r-IP-_ 0,tr< o�\ �' 1 I-�^ I� xu P v ► I , Z vV ��- . o '��• �' �''►'�`�'IK CONSTRU _ CTION LEGEND SIF SEE 5NGINr5:F,5 STRUT IMMMMEN'r PLI I=Og U. -- T-- fi HT. LUMP BLOCK WALL. TRACT 13445 FOR IN�ORMA'fION ON SR.bdKS BOXESqti� ��� (SEE GRADING PLANS) P9NNFI PI; TI-�ROuUH cum. Ir -fl�El� P%Re- ANY P I SCREFANCIEF-S 1 N0T I F Y I -ANDSCA F- ARCW T5CT. kpco � CONCRETE WALK,co • o, U �••'- 6' WIDE CONCRETE MOW STRIP. B D-1 a/ 2qro„ 0 WROUGHT IRON FENCE OVER LOW BLOCK Qi • ZI WALL W/ COLUMN c �' • I Z S.n LIGHT FIXTURE - SEE NOTE. o-� RAPALLO DRIVE LcGANDINO_DRIVE •••••••••• ••••• WROUGHT IRON FENCE & GATE GODu/ QIP f5I O„ NOTA LIGHT FIXTURE - SYLVANIA 'ALLEY KAT" 70 WATT HIGH NPRESSURE SODIUM FIXTURE MOUNTED ON ANODIZED POLE „r,l INTERS�CTio �`+ UGI T i �E�IC-E 0\1ER SL Ljre >° TO MATCH FIXTURE. MOUNTING HT. 10'-0', SPACING 80r- 0" SC4RIr1G b�� t� P�► iK W��L cdl.. �r,,1ty OR AS SHOWN. 202 201 IF 190 189 161 WT r- Kurt -TIN,8 $ FOR GENERAL CONSTRUCTION NOTES, SEL+ SHEET D-1. ' Ldi' i-I I q H uMp PI.OoK WALL— .. I SOUTHERN PACI RAILROAD G, V4MO Ul6i4r I r-04 Fr- S Q(-E W/ 61,& . L REVISED TRAIL CoNNEcTio R i-� ool4FI6,LiRAmorg •-19-e8 r-bw srwP z ADDED ffow S BOX 4 DRAIrIPIm TPRu CIIR5 1F,-1-88 NOSEDEBCMPTM CW DATE CITY OF RANCHO CUCAMONGA I �� •1.L•ti-.� VICTORIA VINEYARDS NORTH > TRAILS — TRACT 13445 CONSTRUCTION PLAN PREPARED BY: PREPARED FOR: CATS l ?.�•>6� ' APIPMOVED My amplTY 99i"• 4 crry ENol"moo ` w.c.w. NO. I q 2 ..v..a.fir...• i r-1.1 _ .. _ _ --__ .•{•'!`ti ' MORSE CONSULTING GROUP ~ I��MORSE CONSULTING GROUP R`GOMM(NO<O ,.: /�ti C.P. ruNronC.II+rJNFFJtAC.WmtfGtr[�OdTECiI/R[ �� t�S rLyoN ._..w.�AM PLANNING ENCJNFF.RINC LANDSCAPE ARCNITECTiIRE ..<<... .. ,.,.. - Or1AwN n. tau>nt M<tT 4860 IRVINE BOULEVARD, SUITE#►201 � (D C.P. JOB NO. 240-58 C-1 0� 10- y IRVINE,CALIFORNIA 927141299 t�/4 WILLIAM LYON 7eom amt (714) 7347117 •• •540 ARCNMALD 9UITE • CPOc+crlClanwlmo %o- SCALE: 1"=30' KEY MAP NO SCALE RANCHO CUCAMONGA, CALIFORNIA $1730 J.$• o„w v TaLENTINQ DRIVE 1 _ P6 o P7 II II P3 W , 117lI 16 ' 1 14 P4 1 113 121 121 �1( Al t Lu'I ng t 22 (Lit / aI "__ ,1 -- 1 N I IRRIGATION SYSTEM DESIGNED FOR ` 1 , =� , ( , ,► 0_ I MINIMUM OPERATING PRESSURE , 1 �!, / , I" I 2 �,O !,0 FA P.S.I. AT 55 G.P.M. M j �d ;` 2 `I N l PA I µ 15 2 13.� 5 3 ol w2V P5 4::S � 168 O P PO.C, TO 2" WATER METER TO BE PROVIDED BY DEVELOPER P9 2! BACKFLOW PREVENTIONII 55 ASSEMBLY-2"PRESSURE REGULATOR SET AT 95 PSI. (DELIVERY PRESSURE) ELECT. SERVICE TO METER TO ELECT. SERVICE TO METER TO I" BACKFLOW PREVENTION BE PROVIDED BY DEVELOPER BE PROVIDED BY DEVELOPER ASSEMBLY- I�� PRESSURE REGULATOR SET AT 65 AUTOMATIC CONTROLLER " I " P.S.I. (DELIVERY PRESSURE) 4 STATIONS WDEPENDENT 115V/60CYC/2 AMP ELECTRIC CIRCUIT TO P.O.C. TO I" WATER METER TO BE PROVIDED BY DEVELOPER . � T � BE PROVIDED BY DEVELOPER EXACT LOCATION TO BE DETERMINED IN THE FIELD. 1 uj iu AUTOMATIC CONTROLLER P U 91 STATIONS _1 2 d O WDEPENOENT 115V160CYC/2 AMP ELECTRIC CIRCUIT TO Q I Zf BE PROVIDED BY DEVELOPER cc EXACT LOCATION TO BE DETERMINED IN THE FIELD. Q � w 1'✓`O PSI _ '' a RAPALLO DRIVE GANDINC}_DRIVE i i fir, It ® ` :•` GENERAL NOTES IRRIGATION SYSTEM DESIGNED FOR 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY yII MINIMUM OPERATING PRESSURE EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMSn 1 1 ' II O Q OF 65 P.S.I. AT 50 G.P.M. SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) 202 0 , 188 Q u 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. DD-2 I 12. 141 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. D-2 I 11 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO *'j BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. —-- s. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- SOUTHERN PACIFIC RAILROAD WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLM CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. I REVISED 1_f^I L C0141`1ECTION, WINLK WIJFIG. - NO SITE n=VIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. Mold STM P -f"IDDM ECS I RRG b.,T10N Sy5TEM 6. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD _ AT PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO CITY OF RANCHO CUCAMONGA DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- - --( MENTS REQUIRED. _ VICTORIA VINEYARDS NORTH TRAILS - TRACT 13445 IRRIGATION PLAN PREPARED BY'.' PREPARED FOR: L - es- as Aw"Ovac Nn vfpvTY 2` 149 1 _ CITv �Nolrr>tw N.C.N. WO. MORSE CONSULTING GROUP Dta•W AtGOMMENDtO " I MORSE CONSUL77NC CROUP �ru PLaNNrNc •En►cINRnvc•LalvnscaPEaRcxnmcrURE LYON _ _ _ �,, L.�+.�Iu.ferMs .. 'i.i •vK(YIW.f trl� r DAAWN m•rsnn •Mt�T =:s= - :;: t = 48W IRVINE BOULEVARD, SUITE#201 <p JOB NO. 240-58 0� lJ IRVINE,CAUFORNIA 92714-1299 A.I.C. I-1 � 10 ��ie WILLIAM LYON Team air = ,w _. �_ .: .�_. (714) 730.7117 o+acsc Z ONAwIpm Ne, +.ww•• 111-jr-40n-jr� A.LC J ASSOCIATED IRRIGATION CONSULTANTS (213) 477-6525' RAKC"O CUCA"ONG�A. CAAILD LIFORNUITIE IA •»30 A.I.C. �Il ` NM11! s - N SCALE SCALE. 1 30 KEY MAP O S L TOLENTINO DRIVE sy 0 119 1a 111 1 12 1 5 1 4 13 1 121 � i U • • . r KLMI DRIVE • I lug WgN - • • . ` • � 131 15 3AbB . . •s . - v O o.. J 30 1 123 136 °- ► � : • „ Z Q � W . W U ' U 20 0 Q� Z! H Q W Q 0 RAPALLO DRIVE f- GANDINO DRIVE NOTE 202 2 01 190 189 SEE SHEET SP-3 FOR TREE, VINE & 188 GROUNDCOVER PLANTING LEGEND, PLANTING DETAILS, AND LANDSCAPE SPECIFICATIONS. SOUTHERN PACIFIC RAILROAD KEM3F-0 T-"- LCZWHECTON, W�-K 60AFIG. ( -WEE 4-19-a . CA T G i OAT! APMOVI -- =��- - CITY OF RANCHO CUCAMON A _ VICTORIA VINEYARDS NORTH I TRAILS - TRACT 13445 r TREE, VINE & GROUNDCOVER PLANTING PLAN { PREPARED B Y:' PREPARED FOR: �. za• � c r OATS Apnonovso sirper s 144-4-C.- -- --, crTv ctionvaN w R.C.E. o. • _ ,i DC.,YIV AiGpMMENDtO MORSE CONSULTING GROUP C.P. h&MORSE CONSUL77NG GROUP :.: LYON `KmNei , ,.. „�.�, r•..1!tlLLf��p 11.R MI ..TL[411L�N.Q,1♦17. PI.ANNINC 0 ENGIh►FF.RING�LANDSCAPEARCHTTECTURE DAgWN nr•,,.•,ri, N.tT "•.. 1:;: . -;:_ 4860 IRVINE BOUIEVARD,SURE#201 �j' (D B.H. JOB NO. 240-58 T-1 10 O IJ IJ = IRVINE,CAl.1FORNIA 927141299 II _ X74, , 717 fie WILLIAM LYON Team• arra t � �Aw,�. . a540 ARchit'JALo avtTE s 4 0a SCALE: 1"=30' KEY MAP NO SCALE RANC"O CUCAMONGA, CALIFORNIA 91730 J.S_ TOLENTINO DRIVE 9ohls 90 HS ' 120 11 11g 117 9lKb 116 9 Ro 90. , 115 114 113 °Io 14S `{ 4 t1J� ? pv ' 1. . �' lr4b tF y} S- w` ,1•• - - _ - - - _ L ff 3 1 //,�. n L 1. L Y+J. X1`4 ,''' ,i1'J �•. iT I y _ :+�± — _.::- C I _:%�Wrl` LL 1 11 1 �W R r Hez 122 0► N1 0`2-L- 's�S..•:*=„r�-,-. _ tit ' :,` _ _ `:, r '•;.':` _ RIVE 152 �z W. P 153 Ito Ilo H5 a I uj Ao& 91 A-4 ` 123 136 60 F-f 12 N4 Z lei s. x� I �I' )o H5 W U U � 1 1 0- a./ al 20 cr0 Q� Z� w RAPALLO DRIVE _ GANDINO DRIVE 22 F-p �ep x�& �0 &I 202 201 40 0I 5 � SOUTHERN PACIFIC RAILROAD NOTES: SEE SHEET SP-3 FOR SHRUB PLANTING LEGEND, PLANTING—— RE SED TRAIL CoNr1ECTior4, WMX, oo11•IFIQ-}SORU13 4-11-88 DETAILS, & LANDSCAPE SPECIFICATIONS. REA -OUT5 * CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA .a._ .. RIM DATIEAPMM TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES ONLY REFER TO SHRUB LEGEND FOR SPECIFIED SPADING. CITY OF RANCHO CUCAMONGA ' = THE INTENT OF THESE PLANS IS TO PROVIDE COMPLETE COVERAGE OF THE AREAS SHOWN AT THE SPACING DESIGNATED i ` ^ VICTORIA VINEYARDS NORTH FOR EACH SHRUB TYPE. z TRAILS - TRACT 13445 SHRUB PLANTING PLAN - - PREPARED BY. PREPARED FOR: - f; GATS 1-ZS be) crry [Nowwo w.c.t. No. ►y94 A AMORSE CONSULTING GROUP I 'MORSE CONSULTTNG GROUP ILA NhItiG�flK1�tDMC•L.t/iGSGt K AAOQ1£CTLII� . .. . >. _I - PLANNING *ENGINEERING*LANDSCAPE ARCI-ITTECTURE LYON ..,.<<.., ...ml.1 DA A W N 1„.i t.c,11, ► t tT 3 IRVINE BOULEVARD,SUrM 0201 4860OB NO. 240-58 IRVINE,CAUFORN1A 92714-1299 J�ie WILLI AM LYON�am. am t L.R.� Rs-� 10 1 i u. >// .1111 . ..yt..j.. ..4rK I..:.r-.ii • ....1.. 4 /C L .,.,.. (714) 7347117 o+[uctD pgAwl NIO- •S40 ARCHIBALD BUTTE S !�� A 1-n 1 1M 4o-L SCALE: 1"=30' KEY MAP NO SCALE RANCHO CUCAMONGA. CALIFORNIA 91730 J.S.. U Y I (30rtC. WAUK - r1cR TYP CONO. 6COR t4 q }- TOO -t N E1 , SEEr�ien�rt IW OOM I�sh C� P uNMR. Ca_tm UETL b kJHeRE m4e-r or.GIJR- T0055 _I TOOL ED JOINT �/Sr1�iT-fi 5EE i°LAN Z - -4"x 18"15t-Ur'1P dLOGIC ' l.x.K' _ T140lalEL FINISH 500"" cs - oRco BION coL.oR PAg>AM A 0-*GDfq, LIQ A7 e QG• - •• - �� � R MAGeD w6E OK A HOCK n JdNT AT •,� x MP BLo�K k1>�1. AND AT 'Ai Lgv=. IN CIM471CN. ' • - _ • I ( 9N15H GR�t7E G x I O SUMP Z &OCK C ortCo'MI551oNFcR R67. ILLS E cans. �--MEM tJM M F11�IStl a,7:3 -THIS 3 ME POR � CONC. �"AD AOR Li�HT SMP CT nSot. REi 'N FQW_ -TANDING 0, R S. SEE G RAON G P'_AN5 FOR R.. ING GoNDITi�NS C y) 10 M FL USH W/ F _ _ � � Rn�N ' .• ' . . Z � - . • . lots' �.ol�l R -ta�Eo � MnTH H �EL. FHK.H ' .•"_ - HEIGHT VANes , ST�I,IGTLJIQAL ��R � Ir P NEMNOW- C- "� •:1. � - _ .. • Gj hNOEgc 'r`rf' AT IY2 , I U� y'L o� t�REcTIo 10 NOTE'� cor�,PAGraN '' �k4 IvEr c CANT II-O'I L_r*4 T 1=1xpJRl✓ , Tir. - 5`> k^?v IA a � ,°�, �0 6" IALIZY KAT'' -10 ►STT 4-IIGH SEE DETAIL G THiS SHEET FOR FCCTING SIZE To cAt�Ul,-�, �essL RE SOPIUM FIXTURe TYPICAL WALK INTERSECTION _ S'TxucTU - AGR• 1�= 12 rtoLJJOINTS. 10 i`1&,TGH Id-O" TI HC-A HEIGHT to sl° r 80 SEE ENGINEERS GRADING PLANS FOR WALL CONSTRUCTION As SHOWN &14 coN T. SLUMP BLOCK WALL NO SCALE A CONC, MOW STRIP NO SCALE B LIGHT FIXTURE / CONC. PAD NO SCALE C CONC. WALK FINISHING NO SCALE -D Tirick C0**z-.1&4,WtdR : •x 0 NOTES GENERAL CONSTRUCTION NOTES REO 1fAD- (3) � CaN1�CTION -T'Yf' W I'T�-I I' . . Loh,- saPACM" W61155-ReRON TOJCHEs e�.xK owr pL.�k w^L,- s Is a --� MASONRY SE r.�N CrCxr iN I. Z! fit• SLItlMP gt.OG{C ti 1112 T0J C5 eUrK C,G -P'-PCo�•K7R.UC ,*WVEb^TE� tax E7i2]r T�a"i '.5 TYp 1. CONCRETE MASONRY UNITS TO'BE GRADE "N" PER ASTM C-90-S2. Wt�y, G_ r•��C• G+OL-UMH AT 51-O TO rNkT� F0-AWG.- 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR F:tCM g^v_-KOF 51D 'b4"T9 EOLL^LL`i' _ 'q SQ• -T,-kMHA FR^MF- , 2. CONCRETE IN FOOTINGS SHALL ATTAIN COMPRESSIVE STRENGTH OF TO THE START OF THE CONSTRUCTION. CONTRACTOR SHALL NOTIFY �b�54 L�IN6 T�C>}POM t� 4 Q.G.�`tP. TGEO EeTWIFEr4 •�q' . PIGKET's Cl7P 4�0•G 2,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED. THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. (moo' -u&x. VZRT1C-^LL-f S-o' MAx. 4 3 HC^VY PUTY 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO 44615.4 # I FV6P 717E 3. THE GROUT FOR CELLS TO BE ONE PART PORTLAND CEMENT TO THREE CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES �TH GFM A^1S PARTS SAND. INCURRED. 4LBMI117 Q-101P 0"15- 4. MORTAR SHALL CONTAIN ONE PART PORTLAND CEMENT, J PART LIME �4L PUTTY, 31 PARTS SAND PER ASTM C270-S2T. ;, CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. POCK,=Ti iJ �,R�L7'S To M 6 THIS SOILS REPORT WILL SUPERSEDE THE RECOMMENDATIONS AND 4"-O-G. 11JIM OF FMArAiRI W56[lel U5. ' S. OMIT ALTERNATE HEAD JOINTS IN FIRST COURSE ABOVE GRADE TO SERVE DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. _ ILL}pCICET D-V CJ425 tk^ "L DE• AS WEEP HOLE OR PROVIDE 2" DIAMETER PIPE AT 10'-0" ON CENTER. WFI-15E0 A _v EIRQ,h10 a_%J4) 'TIS. 4• ALL FORM AND ALIGNMENT OF PAVING AND WALLS SHALL BE INSPECTED 0 - ALL h� gkiz S TO CE roMED 6. PROVIDE 1 CU. FT. PORUS GRAVEL PER LIN. FT. BEHIND LOWER COURSE AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. • FAiNTEX) W2 C=^T6 L AT RETAINING CONDITION. (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF Q�Ii�"it*L PER wwAFicATiOi`M 48 HOURS PRIOR TO THE INSPECTION.) M 7. BOTTOM OF FOOTING TO 8E MINIMUM 18" BELOW NATURAL GRADE. T/a5 TLJVHA 4p Tor* baTTOM 41S. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES AS INDICAT€D m^X. 0. MAXIMUM SOILS PRESSURE USED 188 PSF. WITH 1/3 INCREASE FOR WiND ON THE IRRIGATION PLANS PRIOR TO PAVING. se� O.G.F, SEISMIC. T 64 ISMS1.4AK. 6. REFER O STANDARD SPECIFICATIONS FOR PUBLIC WORKS Fi�R Oxjo"CONC. MOW5TRIP UNDER FENCE 9. REINFORCEMENT SHALL BE DEFORMED BARS PER ASTM A615-40. ACCEPTED STANDARDS OF MATERIALS AND,WORKMANSHIP. 10. ALL REINFORCING SHALL BE PER STRUCTURAL ENGINEERS'DRAWiNCS. 7. ALL WALKS AND MOW STRIPS STAKED FROM. OFFSETS SHALL BE CONSTRUCTED WITH SMOOTH GRADUAL CURVES. II 2It - 15T'K TLTLXAL 1ENgle. 11. ALL FREESTANDING WALLS TO HAVE A MINIMUM OF 40 BAR DIAMETERS 8 FENCES AND MO STRIPS STAKED ALONG PROPERTY LINES SHALL BE . •- D OVERLAP AT SPLICES. STRAIGHT AND ALIGN WITH EACH OTHER, WHERE APPROPRIATE. 51411-P azd<k1&u Wrrri 6Lsir BLDG 7 ROWL000 i� -� o I� OVI-119L'C ftR tat�� T 12. DOWELS SHALL BE AT LEAST EQJAL IN SIZE AND SPACING TO VERTICAL C��t' - OIZ��O MISSION GoL,OR NO SCALE WIW M� H&r NO SCALE' BARS. 9. MOW STRIPS SHALL JOIN ALL WALLS, WALKS, OR FENCES AT 90• ANGLE, r. _ UNLESS SPECIFICALLY SHOWN DIFFERENTLY E.G. ALONG PROPERTY 13. ALLOW FOR ADJOINING CONSTRUCTION. LINES. IIIA= I is 60 mow trips shall be pra#lded between all shrub/grovfid, cover areas and N 14. ALL WORKMANHIP AND MATERIALS TO CONFORM TO GOVERNING COS turf areas. 6" aawstrips shall also be provided where City maintained WROUGHT IRON FENCE / SLUMP BLOCK WALL' E WROUGHT IRON FENCE W/ GATE F AND ORDINANCES. areas are adjacent prmaintained ,r.a. 15. DESIGN BASED ON U.B.C. "NO CONTINUOUS INSPECTION" LIMIT. 11. STAKING OF ALL ME.AND ANAN DEE RING WALKS � / SHALL BE APPROVED IN THE FiELO AND ADJUSTED 16. t?ORTLAND CEMENT SHALL CONFORM TO ASTM C150./ AS NECESSARY TO MEET FIELD CONDITIONS BY THE PUBLIC WORKS _ + _ WCURB PER INSPECTOR, PROJECT PLANNER AND LANDSCAPE -ARCHITECT PRIOR Sf0' 30304 ISAR Lt•LONG 17. CELLS CONTAINING REINFORCEMENT SHALL BE GROUTED. SOLID GROUT TO CONSTRUCTION. + Sx5• STEEL• rA OVER DRAIN ALL RETAINING WALLS. 12. SUBMIT SHOP DRAWINGS FOR APPROVAL FOR WROUGHT IRON FENCE THRIJ No.t424 CM naR DRAIN 2'(hAiNI 10. CONSTRUCTION SHALL BE OF THE HIGHEST QUALITY WORMANSHIP AND _ + • _ I / MRKI GRATE +S' STEEL•THFU - �(1'r ALL WALLS SHALL BE PLUMB AND TRUE. STEP FOOTINGS IN EVEN BLOCK • � � •� � •! � \� � 'ti RAIN INCREMENTS. � 1 Iii III I I I - / � • {.•�-•�1 .'' .::lit:• .••�. :.:.•,• - 1I III III III I I i III III I i J J Jl J J / �,• vim- - I/Z• 1!. EXPANSION JOINTS SHALL BE LOCATED AT tS0' MAX. AND AT MAJOR CHANGE IN HEIGHT OF WALL. 13. REFER TO GRADING PLANS FOR ADJACENT TRACTS FOR GRADING OF aig. h �'- \ SECTION Ar•A TRAILS. CURB ���N PROFILE 20. ALL GROUT SHALL BE NATURAL COLOR. �� � � \ / I � i I��`�- I��I �` :��. 14. WALL AND FENCE TYPES SHOWN b DETAILED ON THESE PLANS ARE FOR Ik _S�T) 'VT /�wl l0� Y K +�'Ni I ( 21. ALL COLUMNS AND ROWLOCK CAPS/AT WALLS AND COLUMNS ARE TO GENERAL LOCATION, CONSTRUCTION AND FINISHING. SEE GRADING CNER NAT KBE 'ORCO MISSION" COLOR. PLANS FOR EXACT WALL LOCATIONS AND STRUCTURAL DRAWINGS FOR Nour MI am+ gm OR CALwnizto ALL FOOTINGS AND REINFORCING. SOiLS COMPACTION PER SOIL. 24--103 0� As RM I• 6# �6/I �V , � WT.-PER a•-soa• 22 BALL E BED AND HEAD JOINTS AT COLUMNS AND ROWLOCK CAPS SHALL ENGINEERS RECOMMENDATIONS. 4/)MW 1� Maas rawc to►roxw s ��5' STEEL TNRU � p��� /y, L �/p " PLrR � 3a SEE ENGINEERS GRADING PLANS FOR ALL z, WOLK Dl flit/���i� (/r" �� ��I�"JN•� 1 (� �' [TRAIN 3,f,KPM51N q,21W17N61 1)91 DEI� 'P �'t�iG i s. MIN• 4" WALL LOCATIONS, CONSTRUCTION AND :s QUANTITIES. , � �i�T ���� (G01�0� MATGH RANI N 6� 401 ac.Mix SNA AT' ALL, ADD1%D BOX >7 DRp,I NPI X_1"al OH 4166e7 O� DIR G"trl�N , :T01gr1W 6P TO gE DIAL• t ; ; s�oEvvAl�c coivDrrlont -' (PROFILE) . affasynom or seal= OATE `}' GO��'��o►� ��IJ'i'I�16' fiG�l.��G� �To�rtl' �� G � coNsT i�..s.r,l5 � Loo&zTio t,Is CITY OF RANCHO CUCAMONGA NO SCALE VICTORIA VINEYARDS NORTH TYPICAL WALK INTERSECTIONS G BROOKS BOX & DRAINPIPE THRU CURB H TRAILS - TRACT 13445 ED Y.• PREPARED FOR: CONSTRUCTION DETAILS R R AP"OV20 t>r+►:'FY••:• � ���..._• X2397 • q < i CITY areal ftA /_ +'��►• A•C.t. N0• MORSE CONSULTING GROUP �•1-" AfCCMMEN[)fE7 MORSE CONSULTING GROUP . P1[.ANMNG •ENCINEERINc•LANDSCAPEARCNI7ECTURE LYON P.T.B. /�•^�^ �T,, �•.� :. �.. OA AwN WON V�-<Olm ynw W71.ia� err onnt S"f WT 4860 IRVINE BOULEVARD,SUrM 0201 0- rom JOB NO. 240-58 IRVINE,CALIFORNIA 92714-1299 J�� WILLIAM LYON 7 l P.T.B. _9=-low- (714) 7347117 oaf c,c teD ow nwI POW POV. 0540 ARCNisALO fU1TE • �s'' A. 1 4 - > > - L RANCHO CUCAMONGA, CALIFORNIA 91730 J.S. ' -4 QUICK COUPLING VALVE SET FLUSH WITH FINISH GRADE IN LAWN AREA GENERAL LEGEND . SIDEWALK,CURB, 3��ABOVE FINISH GRADE ETC. IN OTHER AREAS ELECTRICAL METER TO BE ���/ PROVIDED BY IRRIGATION FINISH GRADE.{ CONTRACTOR BOX TO BE PLACED SMWALK,CUM, •�� 001► ' LAWN AREAS SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE CONTRACTOR 6 TO PROVIDE AT RIGHT ANGLE ETC, i•'' it ENCLOSURE MYERS NO. MEUG-MM TO HARDSCAPE EDGE WITH MOUNTING BASE INSTALL AS P.O.C. POINT OF CONNECTION SPECIFICATION PER MANUFACTURERS RECOMMEN- I f • /r. SHRUB AREAS OAT ,.,5 NOT • .' .� ; .�.�. .�.��� PRESSURE SUPPLY LINES & SiZE (2-112- & LGR) CLASS 315 PVC SPECIFICATION tea le-PLASTIC BOX >! COVER WITH .•. • J I H ELECTRICAL CONDUIT TO SOURCE LOCK TOP MARKED I R.C.1L 1 .�� PRESSURE SUPPLY LINES & SIZE (2" & SMLR) SCHEDULE 40 PVC SPECIFICATION O TO BE PROVIDED BY DEVELOPER •.- • - • y �� 1. y STAWLESS STEEL CLAMP � TYPE CONTROL- CURL TYPE ExPAN51aN LOOP • - �1 NON-PRESSURE LINES & SIZE CLASS 200 PVC SPECIFICATION LER MOUNTEDD INSIDE CONCRETE FOOTING-INSTALL 3" (w I to 24-) .Y w - - •..- , ENCLOSURE IN. ABOVE FINISH GRADE AND !" I SLOPE CONCRETE AT 2%TO DRAIN WATERPROOFED WiRE CONNECTION SIZE S LENGTH AS REO'D --�-1�— NON-PRESSURE LINES & SiZE (ON SURFACE) GALV. STEL SPECIFICATION f\ o CONTROL WIRE TO EACH R.C.V. CHRISTY'S I.D. TAG(STANDARD) : =�= = -.x= LINE FITTING SCH. 90 PVC NIPPLE I SECURE TO SOLENOID - -" 3' N2I CONTROLLER SEQUENCE 1 ( i COMMON WIRE TO ALL R.C.V.�S PIGTAIL ( , GALLONS PER MINUTE TROL WIRING(AWS OF 14 MIN.) LawN��sE SCH. 40 PVC IIIZu REMOTE CONTROL VALVE SiZE I ELBOW SCH.40 PVC STREET ELBOW a ELECTRICAL PEDESTAL MYERS MEUG-I-M DETAIL NO. I c I 6 FINISH GRADE LE PE AUTOMATIC CONTROLLERS RAIN BiRD ISG-12,24,32-LPP-K DETAIL NO. I R 1 SHRUB AREAS f . SOLENOID PVC SUPPLY SCH. CO PVC NIPPLE LINE (SxSxT) SIZE & LENGTH AS REO•D o REMOTE CONTROL VALVES RAIN BIRD EFA- CP SERIES DETAIL NO. 2 FLOW ADJUSTirENT FiTTING GRADE atO� ,lE •: 4� \ 3/14"CRUSH ROCK If OU1CK COUPLING VALVES RAIN BIRD 3 R DETAIL NO. 3 ■ �' � (MM. 3 C4 rT 1 S PVC SCK 40 MALE ADAPTOR PVC SUPPLY LME R,P BACKFLOW PREVENTION ASSEMBLY (B.P.A.) WILKINS 575 RP (MOD- IM) DETAIL NO. 4 ELECTRICAL TAPE-TAPE WIRING AT (TYP. 2 PLACES I INTERVALS OF 12'O.C. rIN '' PVC LINE PIPE GATE VALVES (LINE SiZE) HAMMOND IB631 DETAIL NO. 5 NOTES: I. COMMON WIRE TO BE WHITE 9 CONTROL WIRE TO BE BLACK iN COLOR UNLESS OTHERWISE NOTED. PVC SUPPLY LINE FITTING SCH. 40 PVC STREET ELBOW J � 2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER a REMOTE CONTROL VALVE UNLESS COW" win (5:s.s 1 NEW WATER METER &HERWISE APPROVED. PILOT WIRE ® REMOTE CONTROL VALVES RAIN BIRD EFA-CP-PRS SERIES DETAIL NO. 2 NTE 3. CONTROL WiRiNG SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL 1) VALVES ARE TO BE INSTALLED 114 SHRUB AREAS UNLESS OTHERWISE APPROVED. NOTE: USE TEFLON TAPE I-I/2" PNC PiPE STAKE VALVES & AUTOMATIC SPRINKLER UNIT STATION CONNECTION-SEE IRRIGATION PLAN FOR ON ALL THREADED (SCH.40) SPRING CHECK VALVES (RISER SIZE) VALCON ADV DETAIL NO. 6,78 CORRECT VALVE SEQUENCE. 2) WHEN WORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MiN. FITTING • OF 3FT APART. MIN. 36 LONG OR AS SiTE 31 USE TEFLON TAPE ON ALL THREADED FITTINGS. REQUIRES SWiNG CHECK VALVES (LINE SIZE) KING BROTHERS SPECIFICATION I TYPICAL ELECTRICAL METER AND CONTROLLER 2 TYPICAL REMOTE CONTROL VALVE ASSEMBLY 3 TYPICAL OUICK COUPLING VALVE (oM PRESSURE REGULATOR WiLKINS 500 SERIES DETAIL NO. 4 NO SCALE ASSEMBLY JR-84 No SCALE NO SCALE ASSEMBLY JR-85 =_— = EXISTING SLEEVES(PROVIDED BY OTHERS, SIZE AS MINIMUM CLASS 315 PVC NOT€D) ® MOISTURE SENSOR UNIT SYSTEMATIC DETAIL NO. GATE VALVE BRASS NIPPLE TEST COCK(TYP 2 PLACES) (TYP 5 PLACES) REDUCED PRESSURE 4, a OR AS WTt D BACKFLOW PREVENTION BRASS ELBOW ROUND PLASTIC BOX !!COVER ' PRESSURE REGULATOR a COVER MARKED:IRRI GATE "• 3'• r tiDEWAtX CUR/ SET AS NOTED � � • --BRASS NI?PIE � >K � ,� ' M FINISH GRADE -� SPRINKLER HEAD LEGEND STRAINER*40 ¢t - —BRASS UNION j" .>K �Q�0x x LAWN AREAS MESH MONEL •" j"m �• 'C " SPRfNl4�R NOZZLE sc )a s• Ia )a FINISH GRADE •_ SHRUB AREASin 34 PVC SCH. 40 � ••".:,•: BRASS ELBOW 1�' MALE ADAPTOR �• ) I P�_LIPeoOTiESSEMetY SYMBOLS DESCRIPTIONS MFR & PART NO. G.P.M. RAD. MAX.SP. PSI REFERENCE ° (SET FLUSH WITH FINISH GRADE) BRASS NIPPLE ,4 FINISH GItAtOrE V r )K 114, 1/2 & F CiR FLT SHRB HDS RAIN BiRD 1806 - 8 FLT (SAM) .4,.8,1.5 r T 20 DETAIL NO. 6 � y HAND WHEEL GATE VALVE RELIEF � � �'" �[ PORT PRESSURESUPPLY } /D o�A V v X 1/4, 112 & F CiR SHRUB HDS RAIN BiRD 1806 - 12 (SAM) .5,1.0,2.0 11' 12' 20 DETAIL NO. 6 ,, �,_ CRECK VALVE WHERE NOTED I i LINE-DISCHARGE y �� FINISH �' v v GRADE - �,�•" LOOSE KEY 1/4, 112 & F CiR SHRUB HOS RAIN BIRD 1806 - 15 (SAM) 8,1.5,3.0 13' 15' 20 DETAit NO. 6 HOSE BIBB BRASS ELBOW PVC SUPPLY `; � � �, _,•! - LINE ^ 114, 112 & F CiR FLT LAWN HDS RAiN BiRD 1804 - B8 FLT (SAM) .4,.8,1.5 r r 20 DETAIL NO. T s BRASS PIPE —BRASS PIPE PVC SCH,10 NrPLt PRESSURE SUPPLY BRASS ELBOW / 3/4"CRUSH ROCK (LENGTH AS REOUIRED) n 1/4, 1/2 & F CiR LAWN HDS RAIN BIRD 1804 - B12 (SAM.) 5,1.0,2.0 11' 12' 20 DETAIL NO. T LINE-INTAKE ��� (MIN 2 CU. FT. ) le ,, _ • _ (SxSxT) C) 0 0 114, 112 & F CiR LAWN HDS RAIN BIRD 1804 - 815 (SAM) S,t. 13' 15 20 DETAIL NO. 7 —GATE VALVE PVC TEE OR ELBOW LATERAL LITE _PVC MALE NOTE: < ADAPTORS (SIZE AS NOTED ON DP.AMiNGI - • EQUIPMENT TO BE INSTALLED ATA MINIMUM OF 12"FROM WAI1S,EILDGS,ETC. • WHEN UNIT IS NEXT TO BUILDING, WALL, ETC,TEST COCKS ARE TO BE �' •►' ON OUTSIDE. L`;.. r' SIM.40 PVC STREET ELSO" • ALL UNDERGROUND PiPES SHALL BE DOUBLE WRAPPED WITH APPROVED NOTE: GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS NOTE: USE TEFLON TAPE ON ALL THREAM FiTTiWIS TAPE WHEN USING GALV STEEL PIPE UNLESS OTHERWISE APPROVED . r4N TYPICAL BACKFLOW PREVENTER ASSEMBLY 5 TYPICAL GATE VALVE ASSEMBLY TYPICAL SHRUB HEAD ASSEMBLY NO SCALE ( 2 1/2" AND cti"1I1 ER ) R 85 NO SCALE 3" AND SMALLER ) JR-84 NO SCALE (FLUSH TYPE) JR-04 I•• REPLACE Exist IRRIGATION LLER SIDEWALK , CURB, •.x • • ' TRANSFORMER i`OR "ti� i SYSTEMATIC TRANS- • • . FORMER(24/115V.) ETC. � -, : j AS NOTED '• •• • ' 24 VOLT SPRINKLER NOZZLE INPUT - • . _� 4 VOLT LEADS • - SiDEWALK,CURB, ETC. ••' -e • P-UP 3ODY ASSEMBLY 115 VOLT l(INSTALL 115 VOLT •. :. - � I: FNROVE FINISH ••/� WISH GRADE- LEADS POWER SOURCE —SPRINKLER NODE CENTRAL OVERRIDE SYSTEM COMIOCPN TO TIME CLcxx a„ , WMiTE FiNiSH GRACE-- CHECK VALVE WHERE NOTED RID s'ta:►o►a --PVC TEE OR ELIBOW (SxSxT) SLACK SCH. 80 NIPPLE SIZE AS REQUIRED •0.00+0 DEICRIPTION Of I PVC SCH.40 STREET ELBOWDOWE`T�"" p*m HYDA�S� DATE APPROVED •. "'PVC SCH.40 ELBOW CiTY OF RANCHO CUCAMONGA so�a+oto le PVC SCH.80 NIPPLE(SIZE A3 (POP-UPINSTALL SS pgOVE - ••��' R.C.V. REQUIRED) IN FINAL POSITION VALVEBox VICTORIA VINEYARDS NORTH PVC TEE FINISH GRADE IN ' SxSxT OR RISER SHALL 8E ATA OPEN AREAS OR AS - SCH.40 PVC STREET ELBOW JAOiSTUR E SENSOR O R UNIT - 45 ANGLE NOTED) TRAILS — TRACT 13445• ' ELBOW � TYRI-CAL MOISTURE SENSOR ASSEMBLY SCH.-SO PVC NIPPLE (LENGTH AS REQ D) SCH.40 PV PNC SCH.40 STREET ELBOW IRRIGATION DETAILS & LEGEND ELBOWPREPARED B Y. PREPARED FOR. � C STREET ELBOWS " o,A� 1.28 •Bb NOTE AI•"nOvtO wv OBQtTfV LATERAL LINE ( SIZE AS NOTED ON DRAWING ) 1, INSTALL HEAD FLUSH WiTH TOP OF HARDSCAPE AT INTERSECTION a COBNI:RS.I c►Tv ENo�NO>tw _ w.c.t. nw. � 14942 D[tiON AtCOMMENDtD NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS 2. USE TEFLON TAPE ON ALL THREADED FITTINGS. MORSE CONSULTING GROUP A.I.C. ��MORSE CONSULTING GROUP n Pw ftA NVVC 0 rAcn EDUvC•LANDs"Pe A1K7CT£c7tM �xxo `GeMkS PV VPLANNING •ENGINEERING LANDSCAPE ARCHITECTURE LYON 0-�mckul ME wm am ..�m mom.�,..,:a. K'7'*"*NTYPICAL LAWN HEAD ASSEMBLY $ TYPICAL SHRU9 HEAD POP-UP ASSEMBLY D•IAwN .,.. -111, O".ffT 4860 IRVINE BOULEVARD, SUITE #201 XGWILLIAM - A.I.C. JOB NO. 240-58 NO SCALE JR-004-84 NO SCALE-137 j IRVINE,CAUFORNIA 927141299 D-2 Ew 10_ . - (714) I30-7117 LYON am fr�n•r C"=C.KEoAAWINO N/O- a r C ASSOCIATED IRRIGATION CONSULTANTS (213) 477-6525 •S40 ARCHi1iALD SUITE s A.I.C. &,il- �i-/J. ■ . RANCHO CUCAMONGA, CALIFORNIA 91730 r I7(o'L 7 owes IRRIGATION SPECIFICATIONS 4. Befo5e the date of the final site review, the Contractor shall 5. Contractor shall be responsible for the total perfornerroe of such 4. All P.V.C. pipe must bear the following, markings: transfer all information from the "as-built" prints to a sepia mflar substitution to equal or surpass the original in every respect. ,x,-00_ GENERAT. or similarlar material my procured frcr, the Architect. All work shall a. Manufacturer's name be- in waterproof India ink and applied to the mylar by a technical pen_ 6. If the substitution proves to be unsatisfactory in the opinion of the 1.01 DESCRIPTION made expressly for use on mylar material. Such pen shall be similar Architect, Contractor shall remove such work and replace it with b. Nominal pipe size to those manufactured by Rapid graph, Rueffel Esser, or Faber originally specified item (including installation) as part of the work A. Scope of Work: Provide all labor, materials, transportation, and services Castell. The dimensions shall be made so as to be easily readable of this section. C. Schedule or class necessary to furnish and install Irrigation Systems as shown on the even on the final controller chart (see Section 1.03-C) . The original drawings and described herein. mylar "as-built" plan shall be submitted to the Architect for approval d. Pressure rating in A.S.T. (not required on drip tubing) prior to the making of controller chart. B. The Architect shall have the sole responsibility for accepting or rejecting 1.02 0MLITY ASSURANCE 6 REQUIREMENTS any substituted item as an approver', equal to equipment and materials listed e. NSF (National Sanitation Foundation) approval (not required on 5. The Contractor shall dimension from two permanent points of reference, on the irrigation drawings and specifications. drip tubing) A. Permits and Fees: The Contractor shall obtain and pay for any and all building, corners, sidewalk, or road intersections, etc., the location permits and all inspections as required. of the following items: 1.06 GUARANTEE f. Date of extrusion B. Manufacturer's Directions: Manufacturer's directions and detailed drawings a. Connection to existing water lines. A. The guarantee for the sprinkler irrigation system shall be made in 5. Solvent cement and primer for P.V.C. solvent-weld pipe and fittings shall be followed in all cases where the manufacturers of articles used in accordance with the following form. The general conditions and shall be of type and installation method prescribed by the this contract furnish directions covering points not shown in the drawings b. Connection to existing electrical power. supplementary conditions of these specifications shall be filed with the manufacturer. and specifications. Owner or his representative prior to acceptance of the irrigation system. C.. Gate valves. 6. Brass Pipe & Fittings: C. Ordinances and Regulations: All local, municipal and state laws, and rules B. A copy of the guarantee form shall be included in the operations and and regulations governing or relating to any portion of this work are d. Routing and/or directional turns of sprinkler pressure lines maintenance manual. a. Brass pipe shall be 85% red brass, American National Standard hereby incorporated into and made a part of these specifications, and their (dimension max. 100' along routing) Institute (ANSI) , Schedule 40 screwed pipe. provisions shall be carried out by the contractor. Anything contained in C. The guarantee form shall be retyped onto the Contractor's letterhead and these specifications shall not be construed to conflict with any of the e. Sprinkler control valves. contain the following information: - b. Fittings shall be medium brass, screwed 125 pound class. above rules and regulations or requirements of the same. However, when these specifications and drawings call for or describe materials, f. Routing of control wiring. GLV9Uk= FOR SPRINKLER IRRIGATION SYSTEM 7.03 EUFIC iCAL (HIGH vcLTACE) workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the Quick 1 valves. We hereby guarantee that the sprinkler irrigation system we have furnished A. All hi volts electrical service 9 coupling high voltage required for automatic controller and provisions of these specifications and drawings shall take precedence. and installed is free from defects in materials and workmanship, and the other equipment noted on drawing, for irrigation system will be provi&d by work has been completed in accordance with the drawings and specifications, others. D. Superintendent: h. Other related equipment as directed by the Arzbitect. ordinary wear and tear and unusual abuse or neglect excepted. We agree to repair or replace any defects in material or workmanship which may develop B. Provide approver? type enclosure for w-ter, similar to that manufactured, ' 6. On or before the date of the final site review, the Contractor shall �' 1. A superintendent satisfactory to the Owners Representative shall be during the period of one year from the date of acceptance and also to Pryers Electrical Products, Inc. (213) 724-0450, model as specified on resent on the site at all times during progress of the work. deliver the corrected and completed sepias to the Architect. Delivery repair or replace a damage resulting from the repairing or lac of c p g P o9 Pa eP any g � g ��' rn9 drawing. Enclosure shall be of adecuate size to house autar�atic controller of the sepias will not relieve the Contractor of the responsibility of such defects at no additional cost to the Owner. We shall make suchified on drawing. Enclosure shall be zinc coated steel, minimum 12 by 2. The Superintendent shall not be changed except with the consent of the furnishing required information that may be anitted from the prints. repairs or replacements within a reasonable time, as determined the �c rngauge thickness. Cabinet shall be protected against corrosion in Owner's Representative. Owner, after receipt of written notice. In the event of our failure to accordance with U.L. 50, Cabinets and Boxes, Section 13. Exterior covers C. Controller Charts: make such repairs or replacements within a reasonable time after receipt of to be minimum 14 gauge steel and shall have 3. The Superintendent shall be authorized to represent the Contractor. written notice from Owner, we authorize the Owner to proceed to have said g padlocking noavrequi r � � 1. As-built drawl shall be Dyed the Architect before controller p Deadfront shall be a hinged type, 16 gauge minirum, and shall not require Tugs by repairs or replacements rra& at our e)��ense and we will pay the costs and the use of installation or servicing. All factory installer' carponents E. Explanation of Drawings: charts are prepared. charges therefore upon demand. shall be U.L. listed. All factory installed conductors shall be copper, 2. Provide one controller chart for each controller supplied. _ size and type to conform. to NEMC and U.L. req irenents. Enclosure shall be 1. Due to the scale of drawings, it is not possible to indicate all PROJECT: furnished with a detachable sub-base with 1/2 inch diameter bolts. offsets, fittings, sleeves, etc., which may be required. The Mounting bolts shall not be visible outside the enclosure after 3. The chart shall show the area controlled by the out omacontroller contractor shall carefully investigate the structural and finished CONTRACTOR:_____- _ _-- _ -__CONTRACTOR: PHONE NO.: r - installation on sub-base. Enclosure finish shall consist of one coat zinc conditions affecting all of his work and plan his work accordingly, and shall be the maximum size which the controller door will allow. �. chromate primer and two coats baked enamel paint. furrrishirng saeh - fittings, etc., as may be required to meet such ADDRESS: PAY: conditions. Drawings, are generally diagrammatic and indicative of 4. The chart is to be a reduced drawing of the actual as-built system, of g g y g a maximum size that will fit inside controller housing, double sided C. All connections between electrical services and equipment shall be in rigid the work to be instal led. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting and if required for readability. galvanized electrical conduit, with conduit and wiring size as required. architectural features. 5. The chart shall be a blackline print and a different color shall be DATE OF ACCs Rd: - ---- - --- BY._ - __- - used to indicate the area of coverage for each station, using pastel 2.04 ELECTRICAL (LOW VCLTAGE) 2. The word Architect as used herein shall refer to the Owr,, or transparent colors. authorized representative. 2_Q0 x�rs e'P 6. A. Connections between controller and remote control valves shall be merle with When completed and approved, the chart shall be hermetically sealed direct burial AWG-UF, 600 volt wire, insulation thickness 3/64 . inch, ' 3. All work called for on the drawings by notes or details shall be between two pieces of plastic, each piece being a minimum 20 mils. 2.01 MATERIALS furnished and installed whether or not specifically mentioned in the utilizing low density high molecular weight polyethylene insulation. specifications. 7. These charts shall be completed and approved prior to final acceptance A. General: Use only new materials of brands and types noted on drawings, 4. The Contractor gall not willfullyinstall the irrigation system as of the irrigation system. specified herein, or approved equals. B. Splices, where permitted, shall ki waterproofed using Rain Bird, PenBoxes ..onnectors or fusable heat shrinking tubing, and housed in a box. Boxes shown on the drawings when it is obvious in the field that D. Operation and Maintenance Manuals: 2.02 PIPE & FITTIPGS for other irrigation use may be utilized for this purpose. obstructions, grade differences or discrepancies in area dimensions C Wire sizingshall be a minimum of #14 "UF" 600 volt underground wir exist that might not have been considered in engineering. Such 1. Prepare and deliver to the Architect within 10 calendar days prior to A. Pressure Main Line Piping and Fittings: Sizes 2inches or larger shallC. 9 9► a co obstructions or differences should be brought to the attention of the completion of construction, two hard cover binders with three rings be P.V.C. class 315 solvent weld type or (as a contractor option) rubber unless a shielded cable is used in which case #i8 wire m�:y be used. Ccrrrnn gasket type-, Owner's authorized representative. In the event this notification is containing the following information: e, unless othenvise noted on drawing. wire to be white in color, and all others a different color. not performed, the irrigation contractor shall assume full 2.05 GATE VALVES responsibility for any revision necessary. a. Index sheet stating Contractor's address and telephone mrber, B. Pressure Main Line Piping and Fittings: Sizes 2 inches and smaller shall be list of equipment with name and addresses of local manufacturer's v Schedule 40 P.V.C. A. 3 inches and smaller (unless otherwise noted on Draw 5. Work of this Section which is allied with the work of other trades representative. Drawings) : ASTM B62 brass shall be coordinated as necessary. C. Non pressure lines (buried) : Shall be P.V.C. class 36 . body. 150 pound saturated steam rated; with screwed joints; non-rising stem-, screwed bonnet, solid disc. Provide with handwheel. b. Catalog and part sheets on every material and equipment installed D. Non pressure lines (surface) : Shall be P.V.C. schedule 40. F. Underwriters Laboratories: Electrical wiring, controls, motors, and under this contract. 2.06 QUICK COUPLIM VALUES devices shall be U.L. listed, and so labeled. C. Guarantee statement. E. Road crossing sleeves: Shall be P.V.C. class 200. I.03 S(1BMITTALS A. One piece type brass body, 150 pound class, with 3/4 inch female threads d. Complete operating and maintenance instruction on all major F. All pipe and f ittings shall conform to specific requirements as folldo: opening at base, permitting operation with a special connecting device A. Material List: (coupler) designed for this purpose. 1. P.V.C. (Solvent Weld or Rubber Gasket) 1.. Coupler threads: lug type � 1. The Contractor shall furnish the articles, equipment, materials, or 2. In addition to the above mentioned maintenance manuals, provide the Processes specified by name in the drawings and specifications. No Owner's maintenance personnel with instructions for major equipment a. Pipe: Manufactured frau vircrin polyvinyl chloride compound in accordance with ASTt4 D 1784 or ASTM D 2241, cell classification 2. Hinge cover: Provide with rubber-like vinyl Cover. substitution will be allowed without prior written acceptance by the and show evidence in writing to the Architect at the conclusion of the Architect. project that this service has been rendered. 12454B, hydrostatic design stress rating not less than 21000 p.s.i. CHECK VALVES 2. Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer, model number and b. Fittings (solvent weld or thread) : Standard weigrt, schedule 40, A. . Swing check valise, 2 Inches and smaller on nonp--ess-ire lines: bronze or description of all materials and equipment to be used. E. Equipment to be Furnished: side gated, injection molded P.V.C. complying with ASTM D 1784, plastic construction, 100 pound s.w.p. female i.p.... , cell classification 13454B, including threads when required. 1. Supply as part of this contract the following tools: R. Artidrain valve: plastic construction, with soft mrrPesiticr:. disc, 3. Equipment or materials installed or furnished without prior approval of the Architect may be rejected and the Contractor required to r e ove a, TWo keys for opening valve boxes. C. Fittings (rubber gasket) : Schedule 40 injection threaded outlets l5p _ess steel internal parts. Spring tension adjustable frau 4 p.s.i. to such materials from the site at his own expense. shall be required, with stainless steel bands and support .p.s.i. Valve may be an integral part of sprinkler head. b. One 36 inch soil probe, Oakfield Model B. gussets. All tees and ells supported with an angle brace as a 4. Approval of any item, alternate or substitute indicates only that the part of fitting. Similar in all respects to those manufactured by product or products apparently meet the requirements of the drawings C. Two keys for each automatic controller. Flo-Seal, installed in full accordance with manufacturer and specifications on the basis of the information or samples recommendations. submitted. d. One quick-coupler key and matching hose swivel and glebe valve for every tenor fraction thereof, valves installed. c�. Fittings (2" through 8") Islip type may be used, but must be , 5. Manufacturer's warranties shall not relieve the Contractor of his similar in all respects to those manufactured ay Cal Am liability under the guarantee. Such warranties shall only supplement 2. The above mentioned equipment shall be turned over to the Owner at the Manufacturing Company and installed in accordance with their the guarantee. conclusion of the project. Before final acceptance can occur, recommendations. B. Record and As-Built Drawings: evidence that the Owner has received material must be shown to the 2. Surface installation: Pipe and fittings shall have additional compound Architect. for ultra-violet resistance, Schedule 40. 1. The Contractor shall provide and keep up to date and complete "as- 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 3. P.V.C. nipples shall be schedule 80 with molded threads. built" record set of blue-line ozalid prints which shall be corrected daily and show every charge from the original drawings and A. Handling of P.V.C. Pipe and Fittings: The Contractor is cautioned to specifications and the exact "as-built" locations, sizes, and kinds of exercise care in handling, loading, unloading, and storing of P.V.C. pipe equipment. Prints for these purposes may be obtained from the and fittings. All P.V.C. pipe shall be transported in a vehicle which Architect at cost. This set of drawings shall be kept on the site and allows the length of pipe to lie flat so as not to subject it to undue shall be used only as a record set. bending or concentrated external load at any point. Any section of pipe ►rn ED 2. These drawings shall also serve as work progress sheets and shall be that has been dented or damaged will be discarded and, if installed, shall CITY OF RANCHO C U C A M ON G A the basis for measurement and payment for work completed. These be replaced with new piping. drawings shall be available at all times for site reviews and shall be 1.05 SUBSTITUTIONS kept in a location designated by the Architect. Should the record VICTORIA VINEYARDS NORTH blueline as-built progress sheets not be available for review or not A. If the Irrigation Contractor wishes to substitute any equipment or up to date at the time of any site reviews (refer to Section 3.02-B-3 materials for those equipment or materials listed on the irrigation TRAILS - TRACT 13445 Observation Schedule) , it will be assumed no work has been completed drawings and specifications, he may do so by providing the following and the Contractor will be assessed the cost of that site visit at the information to the Architect for approval: current billing rate of the Architect. No other inspections shall take place prior to payment of that assessment. 1. Provide a statement indicating the reason for making the substitution. IRRIGATION SPECIFICATIONS 3. The Contractor shall make neat and 1 use a separate sheet of paper for each item to be substituted. PREPARED BY: PREPARED FOR: legible notations on the as-built :,,,.•. t - ••Ste_ progress sheets daily as the work proceeds, showing the work as 2. Provide descriptive catalog literature, performance charts and flow c�iHo K.:� w.c.■. Poo. actually installed. For example, should a piece of equipment be charts for each item to be substituted. oE■,ON NEGOM MEND■o installed in a location that does not match the plan, the Contractor pm e graphic 3. MORSE CONSULTING GROUP I MORSE CONSULTING CROUP LYON �..�, , �,, must indicate that ec,nui nt has been relocated in a r u.c manner so provide the amount of Dost savings if the substituted item is /q I C as to match the original symbols as indicated in a irrigation approved. PLANNING •ENGINEERING 0 LANDSCAPEARCNITECTURE onAwN ..�. ,,,.,,,,,,,, .,.,.�, .►.■■T legend. The relocated equipment and dimensions will then be transferred to the CITY MYLARS at the proper time. 4. Approval of any item as a substitution or alternate is for design 4860 IRVINE BOULEVARD, SUITE #201 G-- JOB NO. 240-58 IRVINE,CALIFORNIA 92714•I299 �/fi� WILLIAM LYON m Cl/�2t A.I.C. SP-1 10 only, based on information or samples provided by the Contractor. (714) 7307117 � a"■c.cwa oROw,.,.. .� �.AALC. ASSOCIATED IRRIGATION CONSULTANTS (213) 477-6525 RANCHO acucA ONGA, CA RCHMALD Wo N� 9/730 A.I.C. � � ll ?C,i- L 8 DA17 2.08 B#C7KPIM PI8^VQlrr'IQp UN1'I'S B. observation Schedule: D. Trenching and Backfill Under Paving: 3. Identification tags shall be attached to A. Backflow pre�vu�utor: designed to operate on a "reed pressure" principle; showing number that corns each remote control valve, Contractor shall be responsible for notifying the Architect in advance 1. Trenches located under areas where asphaltic be manufactured of 1 �� with controller sequence. Tags shall equipped with gate valves and field test codon. 1� for the follow paving, altic concrete or polyurethane Behr Desopaid, yellow in color with following observation meetings, according to the time concrete will be installed shall be backfilled with sand (a layer 6 black letters 2-3/4 inches by 2-1/4 inches. R. Wye indicated: inches below the pipe and 3 inches above the pipe) , and compacted in strainers at backflow prevention units shall 1Z5t with 40 mesh ml�onel screen, unless ott�e>1.i:-.e noted onn class cast brass layers to 95% compaction using manual or mechanical tamping devices. 4. All boxes shall be permanently marked on tap, designating type of with g?rte:ir.5. a. Pre-job conference - 7 days Trenches for piping shall be compacted to equal the eampaction of the equipment installed therein stenciled in 2" high black letters/numbers 2.09existing adiacent undisturbed soil and shall be left in a firm using AVERO black, NO. 206M paint or approved equal. b. Backflow assembly location - 48 hours unyielding condition. All trenches shall be left flush with the adjoining grade. The Sprinkler Irrigation Contractor shall set in 3.04 Te+lpdRARY REPAIRS A. Type: fully automtic operation, capable of operating the mrber of c. Pressure supply line installation and testing - 48 hours place, cap, and pressure test all piping under paving prior to the statim and type indicated on Drawings. paving work. A. The Owner reserves the right to make temporary repairs as necessary to keep d. Automatic controller location - 48 hours the sprinkler system equipment in operating condition. The exercise of I. 11a11 gaunt type in a housing with locking hinged cover. 2. Piping under existing walks is generally done by jacking, boring or this right by the Owner shall not relieve the Contractor of his 2. h*amatic controller shall be mounted in electrical pedestal. e. CCntml wsp installation - 48 hours hydraulic driving. Any cutting or breaking of sidewalks and/or responsibilities under the terms of the guarantee as herein specified. concrete necessary shall be performed by the Contractor and paving 216 SEPME f. Lateral line and sprinkler installation - 48 hours replaced as a part of the contract cost. Permission to cut or break 3.03 MOISPt]RE SENSING DQ[JIPMENT g. Coverage test - 48 hours sidewalks or concrete shall be obtained from the Architect. No A. Locate in field as directed / A. Valve type: sizing-landed, packless diaphragm activated, normally clamed Yd driving will be permitted under asphaltic concrete paving. by Landscape Architect. type with plastic body, equipped with flow control and pressure regulation h. Final site review - 7 B. Check the em to ensure that sensors are caQebilities whxre noted. Sys 3. Coordinate installation of piping and wires under paved areas with � operating correctly, not less than four times over a 30-da riod ac1'ust or relocate moisture sensing General Contractor. y pe 1 B. Valve solenoid: 24 volt a.c. 4.5 watt maximum, 500 milli-amp maximum surge, 2• When observations have been conducted by other than the Architect, equipment as necessary. ccrrosicn-proof, stainless steel construction, epoxy encapsulated to form a show evidence in writing of when and by whom these observations were 4. The installing contractor may (but is not required to) install sleeve single integral unit. made• for future installation of water lines and wires, unless otherwise C. Any relocation of equipment required shall be within 15 feet of origlneJ. noted. location and shall be a part of the work of this Section. C. Provide bleeder valve to permit operation in the field without power at the 3. No site observations will commence without as-built drawings. In the ccxitraller. event the Contractor calls for a site visit without as-built drawings, E. Assemblies: 3.06 FIELD QLALTTY ommm without completing previously noted corrections, or without preparing 2.11 SMALL LAW SPRnv[= HEADS the system for said visit, he shall be responsible for reimbursing, the 1. Routing of sprinkler irrigation lines as indicated on the drawings is A. AdJustment of the System: Architect at his current billing rates per hour, portal to portal, diagrammatic. Install lines (and various assemblies) in such a manner A. Sprinklers shall be similar in all respects to type noted in legend on (plus transportation costs) for inconvenience. No further site visits as to conform with the details per plans. 1. The Contractor shall adjust all sprinkler heads and valves for optimum drawing. will be scheduled until this charge has been paid and received. $ performance and to prevent as much as possible any overspray onit6drawing. 2. Install PD multiple assemblies in plastic lines. Provide each walks and roadways. No spray is permitted on buildings. D. shall have screw adjustments. C. Final Observation Prior to Acceptance: assembly with its own outlet. 2. If it is determined that adjustments in the irrigation equipment will C. Nozzle shall rise a minimum of inches. 1. The Contractor shall operate each system in its entirety for the 3. Install all assemblies specified herein in accordance with reepective provide proper and more adequate coverage, the ContractoL shall make Architect at time of final observation. Any items deemed not detail. In absence of detail drawings or specification pertaining to such adjustments prior to planting. Adjustments may include changes acceptable the Architect, or not in spec' • complete work, perform such work in in nozzle sizes or degrees of arc, as required. D. Body shall be equipped with abuilt-in check valve. � compliance with these lido iters required to specifications and drawings, shall be reworked to the complete accordance with best standard practice, with prior approval frau 3. All sprinkler heads shall be set IMM satisfaction of the Architect. Architect. sp perpendicular to finished grades 2'� SPRINKLER HEADS unless otherwise designated on the plaric and at height and distance 2. The Contractor shall show evidence to the Architect that the Owner has 4. P.V.C. pipe and fittings shall be thoroughly cleaned of dirt, dust and from walks, buildings, etc, as nc+t©d. A. Type: gear driven, with pop-up sprinkler heads. Lawn and shrub type heads received all accessories, charts, record drawings, and equipment as moisture before installation. Installation and solvent welding shall be a noted in legend. required before final observation can occur. methods shall be as recaraended by the pipe and fitting manufacturer. B. Testing of Irrigation System: 1. Equipped with built-in check valve 1. Test all pressure lines under r D. Physical Layout: 5. On P.V.C. to metal connections, the Contractor ��rll work the metal Pr hydrostatic pressure of 150 pounds per B. Part circle heads shall have arc setting as noted. connections first. Teflon tape or approved equal shall be used on all square inch, and prove watertight. 1. All piping or equipment shown diagrammatically on drawings outside threaded P.V.C. to P.V.C., and on all threaded P.V.C. to metal joints. 2. Testi of pressure main lines shall occur 2.13 SMALL SIBtUBBERY SPRIMUM HEADS planting areas shall be installed inside planting area whenever Light wrench pressure is all that is required. Where threaded P.V.C. prior to installation of possible. connections are required, use threaded P.V.C. adapters into which the electric control valves, quick couplers or any other equiprent that A. Sprinklers shall be similar in all respects to type noted on drawing. pipe may be welded. might prevent a proper test from being performed. 2. Prior to installation, the Contractor shall stake out all pressure 3. All piping under paved areas shall be tested under hydrostatic B. Where noted t shall be used with height as noted in legend supply lines, routing and location of sprinkler heads. 6. Install backflow assemblies in shrub areas at minimum height permitted pressure of 150 � �� type body � S J � �' local �• topaving. pounds Per square inch,, and proved watertight, prior on drawing. 3. All layout shall be approved by Architect prior to installation. C. Body shall be equipped with abuilt-in check valve. 7. Quids coupling valves: Unless otherwise indicated, locate valves 4. Sustain pressure in lines for not less than 6 hours. If leaks 3.03 INSTALLATION within 12 inches of horoscope. develop, replace joints and repeat test until entire system is proven 2.14 MOISTURE SENSING EQCTIPMENT watertight. A. General: 8. Backflow prevention unit and controllers: Verify exact location with A. Provide model as shown on drawing for lawn and ground Boner areas, as S. All hydrostatic tests shall be made only in the presence of the manufactured by Hydrodyne. 1. All plastic pipe and fittings shall be installed in cxmplete accord the Owner's Representative. Architect, or other duly authorized representative of the Owner. No with manufacturer instructions for same. F. Electrical Supply: pipe shall be completely backfilled until it has been inspected, 1. Provide low voltage wires to each remote control valve controlled by 2. If gasket t i and fitting tested and approved in writing. sensor• g type pipe fag are used, provide concrete thrust 1. 115 volt electrical service for automatic controllers shall be blocks at each change of direction and at terminal points of all provided for by others. 6. Furnish necessary force pump and all other test equipment. rubber gasket piping. Block in accord with pipe manufacturer's 3. Unit shall be e • 2. Length of units shall bequipped with noted h centrall drawings. instructions. 2. Electrical service for pumps shall be provided as noted on drawing. 7. When the sprinkler irrigation system is completed, perform a coveragebypass system. test in the presence of the Architect, to determine if the water 3. Line Cis: All lines shall have a minimum clearance of 6 inches 3. Low voltage wiring shall be placed in the same ditch and along side of coverage for planting areas is complete and adequate. Furnish all 2.15 VALVE BCMES from each other and from lines of other trades. Parallel lines shall main lines unless otherwise approved. materials and perform all work required to correct any inadequacies of not be installed directly over one another. coverage due to deviations from plans, or where the system has been A. Valve boxes shall be fabricated from a durable plastic material resistent 4. When more than one wire is placed in a trench, tape wires together at willfully installed as indicated on the drawings when it is obviously to weather, sunlight and chemical action of soils. B. Trenching: maximum 12 feet on center. r inadequate, without bringing this to the attention of the Architect. B. Valve box extensions shall be by the same manufacturer as the valve box. 1. Excavate trenches to required depths. Follow approved layout for each S. Provide a 12 inch expansion loop at each connection and directional This test shall be accomplished before any ground cover is planted. system. change. 8. and completion meet each phase of worsk, entire system shall be tested C. Gate valve boxes shall be round plastic boxes with flex lock covers, CARSON 6. Use a continuous wire between controller and neonate control valves or approved equal. 2. Trench bottom shall be flat to ensure piping is supported continuously - on an even grade. Except as otherwise approved, do not splice wire at any point. All 9. Low voltage wiring under paving shall be tested for crmtinuity, prior D. Remote control valve boxes shall be rectangular plastic boxes, CAF��1 or ng. �N P approved splices shall be enclosed in an acceptable box, to vi approved equal, with hinged covers with flex lock. 3. Where lines occur under paved areas, consider dimension to be below the subgrade. 7. Each co, troller shall be provided with separate ground wire. 3.07 lIAINTFIPtJCE ,i-nn �� 4. Provide minimum coverage as follows: G. Automatic Controller: A. The entire sprinkler irrigation system shall be under full automatic 3.01 SITE CONDITIONS 1. Install as r manufacturer's instructions Denote control valves operation for a period of seven days prior to anyplanting. a. Pressure supply lines {2-],/2 inches and smaller) : 18 inches per • A. All scaled dimensions are appruximate. The. Ccntractor shall check and shall be connected to controller in numerical sequence as shown on the D. The Architect reserves the right to waive or shorten the operation period. verify all size dimensions ands rc-ceive• Architect's approval prior to b. Pressure supply lines (3 inches and larger: 24 inches drawings, proceeding with work under this section. c. Nan-,pressure lines: 12 inches 2. Controller shall be mounted inside an electrical pedestal3.08 CI.EF►NUP. . B. Exercise extreme care in excavating and working near existing utilities. A. Clean-up shall be performed as each portion of the work progresses. Refuse Contractor shall be responsible for damages to utilities which are caused d. Control wire: 18 inches R. Flushing of System: and excess dirt shall be removed from the site, all walks and paving shall by his operations or neglect. Check existing utilities drawings for be broomed or washed down, and any damage sustained to the work of others connected, all necessary diversion work has been complete existing utility locations. e. Road crossing sleeves: 24 inches 1. After all new sprinkler pipe lines and risers are to d, and prior place and shall be repaired and work returned to its original condition. C. Coordinate installation of sprinkler irrigation materials including pipe, C. Backfilling: to installation of sprinkler heads, the control valves shall be opened 3.09 OPERATING INS RucrIONS so there will be NO interference with utilities or other construction or and full head of water used to flush out the sy-tEf. A. The Contractor shall be required to train Owner's maintenance personnel in difficult in planting trees shrubs and 1. Buried pipe in trenches shall be center loaded only until all req-tifred proper operation of all major equipment. Provide written evidence of the y p ng , , ground covers. tests are performed. Trenches shall be carefully backfilled with the %• Sprinkler heads shall be installed only after flushing of the system person or persons so trained to the Architect. D. The Contractor shall carefully check all grades to satisfy himself that he excavated materials approved for backfilling, consisting of earth, has been accomplished to the complete satisfaction of the Architect. may safely proceed before starting work on the sprinkler irrigation system. loam, sandy clay, sand, or other approved materials, free from large I. Sprinkler Heads: clods of earth or stones. Backfill shall be mechanically compacted in 3,02 PREPARATION landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will eonforni. to adjacent grades without 1. Install the sprinkler heads as designated on the drawings and in A. Water Supply: dips, sunken areas, humps or other surface irregularities. accordance with their respective detail. 1. The Owner will provide new meters. 2. A fine granular material backfill will be initially placed on all 2• Spacing of heads shall not eyceed the maximum indicated on the ATE ►fR Ep lines. No foreign matter larger than 1/2 inch in size will be drawings. in no case shall the spacing exceed the maximurh recoTmrenTdea CITY OF RANCHO CUCAMONGA 2. Sprinkler irrigation system shall be connected to water supply points permitted in the initial backfill. by the- nanaiocturher. of connection as indicated on the drawings. 3. Flooding of trenches will be permitted only with approval of the J. Valve Boxes: 3. Connections shall be made at approximate Iocstfars as shown on Architect. 1. All buried valves and ecuiprrent shall be installed with a proper box. VICTORIA VINEYARDS NORTH drawings. Contractor is responsible for minor changes caused by TRAILS - TRACT. 13445 actual site conditions. 4. If settlement occurs and subsequent adjustments in pipe, valves, 2. Fill area under boy. with a minimum of 3 cubic feet of pea gravel sprinkler heads, lawn or planting, or other construction are before box is installed. necessary, the Contractor shall woke all required adjustments without cost to the CA:z!er. IRRIGATION SPECIFICATIONS PREPARED BY: PREPARED FOR: CAT 1 -&S . A01"OV90 EW CMP.Mr CurrD tlV1"Wo R.C.R. NO. war MORSE CONSULTING GROUP D"'"" I�MORSE CONSULTING GROUP " CGOMMEWDND &K ULM LYON A.i.C. wwftA ,MC. .�A,f �.P,:6� VF PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE �°•�"°�" '"I OsAW" M[ ••�•• c.114,s`4i;"' M �.wOtlr,7 •r��rT 4860 IRVINE BOULEVARD.SUf1E#201 �D JOB NO. 240-58 IRVINE, CALIFORNIA 92714-1299 07-1 JOB LYON T om Cl/�2t , A.I.C. SP72 os_1o___ (714) 7347117 C++icx90 � � oanwJrw F40a. •540 ARCHTDALD SUME 8 A.I.C.A.I.C. ASSOCIATED IRRIGATION CONSULTANTS (313) 477-0526 RANCHO CUCAMONGA, CALIFORNIA 91730 aA� <176 4 I _ LANDSCAPE SPECIFICATIONS PLANTING LEGEND: J 1. THE FOLLOWING ARE MINIMUM REQUIREMENTS AND SHALL GOVERN EXCEPT 12. ALL TREES SHALL BE PLANTED A MINIMUM OF 3'-0" FROM WALLS, BUILDINGS, 'FREES : AS EXCEEDED BY REQUIREMENTS OF OTHER CONTRACT DOCUMENTS AND/OR WALLS, AND GROUND COVER BEDS WHERE POSSIBLE. TREES TO BE PLANTED BUILDING LAWS. IN SMALL AREAS SHALL BE CENTERED IN PLANTING AREA. SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE 'REMARKS QUANTITY TFIE-:� Pt-1401.1 . 2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURNISHING OF ALL LABOR, 13. ALL TREES SHALL EQUAL OR SURPASS "VALLEY CREST" STANDARDS FOR SIZE MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE AND QUALITY. • EN EUCALYPTUS NICHOLII NICHOL'S WILLOW-LEAFED 15 GAL. 41 � LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN SPECIFIED. PEPPERMINT 1 14. ALL SHRUBS AND GROUND COVER SHALL EQUAL OR SURPASS "HINES NURSERY" 3. ALL SCALED DIMENSIONS ON DRAWINGS ARE APPROXIMATE. BEFORE STANDARDS FOR SIZE AND QUALITY. PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK X EP EUCALYPTUS POLYANTHEMOS SILVER DOLLAR GUM 15 GAL. 11 l AND VERIFY ALL DIMENSIONS ON THE SITE AND DISCREPANCY BETWEEN THE 15. LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT BY la N DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. CONTRACTOR PRIOR TO INSTALLATION. LI LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL. DARK PINK AS 30 4. AREA TO BE LANDSCAPED IS TO BE GRADED, BY OTHERS, TO WITHIN .10 FOOT 16. ALL SHRUB PLANTING AREAS SHALL INTERSECT HARDSCAPE AREAS AT 900 :NOTED ON PLAN 9U-r WIR 5 TO F515 No X05" OF FINISHED GRADE. IF AN AREA TO BE LANDSCAPED IS NOT ACCEPTABLE TYPICAL UNLESS SPECIFICALLY CALLED OUT. * '?'Fti°tN '5' OF ^W. C1RC.0 4AMON TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY IN WRITING, BOTH THE i°tT}•} GENERAL CONTRACTOR AND THE LANDSCAPE ARCHITECT. 17. CONCRETE MOW STRIP -FOR ALL SHRUB PLANTING AREAS SHALL - BE LS LIQUIDAMBAR STYRACIFLUA SWEET GUM 15 GAL. FALL COLOR 16 CONSTRUCTED IN A CURVILINEAR MANNER WITH A MIN. RADIUS OF 3' TYP. T F1#419�tt 6ptrVF1 5. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION, MIX MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE 18. ALL VINES SHALL BE REMOVED FROM THEIR STAKES AND TRAINED ON WALL PA PLATANUS ACERIFOLIA LONDON PLANE TREE 24" BOX MATCHED STANDARDS 15 AND DISPOSE OF ALL FOREIGN MATERIALS, DIRT CLODS, AND ROCKS OVER OR FENCE PER DETAIL. W BRANCHING HT. ONE INCHIN DIAMETER WITHIN SIX INCHES OF THE SURFACE SO THAT, AFTER CONDITIONING AND PLANTING, THE GRADE IS ONE INCH BELOW WALKS, SLOPED 19. ALL STREET TREES SHALL BE ADJUSTED TO FIT WITH FINAL STREET LIGHT AND TO DRAIN AWAY FROM WALKS. DRIVEWAY LOCAVONS. PE PINUS ELDARICA MONDELL PINE 15 GAL. 40 :k A.U--1yEI•-s II.! TO INS-t`Al1_r_t� bJ�,�Cf30f:. (,�Urb,('�I%5 6. FINE GRADING: SURFACE SOIL IN LANDSCAPED AREAS SHALL BE RAKED SMOOTH. ALL ROCKY MATERIAL IN EXCESS OF ONE INCH IN DIAMETER SHOULD 24" BOX AND LARGER kN BE REMOVED TO A MINIMUM OF SIX INCH DEPTH. SHRUBS MAINTENANCE SHALL BEGIN WHEN THE OWNER OR HIS 7. SOILS PREPARATION: THE FOLLOWING RECOMMENDATIONS ARE FOR BID REPRESENTATIVE HAS ACCEPTED INSTALLATION OF THE WORK. MAINTENANCE SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE & SPACING REMARKS OUANTITY J COMPARISON PURPOSES ONLY. FINAL SOIL AMENDMENTS AND FERTILIZER SHALL CONTINUE FOR A PERIOD OF (180) ONE HUNDRED AND EIGHTY DAYS FOR ALL PLANTING AREAS SHALL BE AS RECOMMENDED IN THE LATEST SOILS AND SHALL TERMINATE UPON ACCEPTANCE BY THE CITY OF RANCHO REPORT. CUCAMONGA. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, . • AA AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. @ 18" O/C BLUE FLOWERS 522 TO THE EXTENT FEASIBLE ALL AREAS TO BE LANDSCAPED SHOULD BE PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING t CROSSRIPPED OR OTHERWISE TILLED TO A DEPTH OF 9 - 12 INCHES. NO AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND - • • ' AG ABELIA GRANDIFLORA EDWARD GOUCHER ABELIA 1 GAL. @ T O/C PINK FLOWER 231 � \1/1'r 'i`WIl�T ��dG CROSSRIPPING SHALL BE UNDERTAKEN IN SLOPE AREAS OF 3:1 OR GREATER. UPKEEP. •••••••�••'•,•• IN ADDITION, ALL ROCKY MATERIAL IN EXCESS OF 1 INCH IN DIAMETER SHOULD "EDWARD GOUGHER" '• BE REMOVED TO A MINIMUM 6 INCH DEPTH. FINAL APPROVAL AND ACCEPTANCE OF WORK .WILL BE GIVEN AT THE END OF ��tLope -- ��• THE (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD ONLY WHEN HS HEMEROCALLIS SPP DAYLILY 1 GAL. @ 12" O/C YELLOW FLOWERS 1405 • .rte 100 PERCENT GERMINATION AND PLANT ESTABLISHMENT IS OBTAINED. _ --� -- p FOR TURF AND GROUNDCOVER PLANTING THE FOLLOWING AMENDMENTS CITY OF R.C. RESERVES THE OPTION TO EXTEND THE MAINTENANCE SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO PERIOD BEYOND THE (180) ONE HUNDRED AND EIGHTY DAYS SPECIFIED IF IT PF PHOTTNIA FRASERI PHOTINIA 5 GAL. @ 5' O/C 16 A 4 - 6 INCH DEPTH BY. MEANSOF ROTOTILLER OR EQUAL:- AMOUNT PER 1.000 S.F. IS DETERMINED THAT FURTHER MAINTENANCE IS REQUIRED TO PROVIDE II X 4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED COVERAGE REQUIRED. FROM REDWOOD, FIR OR CEDAR SAWDUST 15 LBS. 12-12-12 COMMERCIAL FERTILIZER PV . PITTOSPORUM TOBIRA VARIEGATED PITTOSPORUM S GAL. @ T O/C 84 THE PLANTING PITS FOR CONTAINER GROWN TREES AND SHRUBS SHALL BE 21. 15 GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD OF VARIEGATA EXCAVATED TWICE THE DIAMETER AND ONE AND ONE-HALF TIMES THE DEPTH ONE YEAR; TREES, SHRUBS AND VINES LESS THAN 15 GALLON, FOR A PERIOD �o,� OF THE ROOT BALL. ONSITE ROCK FREE SOILS SHOULD BE USED WITHOUT OF SIX MONTHS; GROUND COVER, TO THE COMPLETION OF MAINTENANCE. AMENDING FOR BACKFILL TO THE DEPTH OF THE ROOTBALL. THE BACKFILL GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL BEGIN AT COMPLETION �i ; ;'="'>"�- -=t RP RAPHIOLEPIS "PINKIE" ' X � MIX f4�4.�; �;;; INDIA HAWTHORN 1 GAL. Ca 3 O/C PINK FLOWERS 545 MIX FOR USE AROUND THE ROOT BALL SHOULD CONSIST OF THE FOLLOWING OF MAINTENANCE PERIOD. • FORMULA: KO ROSMARINUS'OFFICINALIS DWARF ROSEMARY 1 GAL Ca 4' O/C \ 101 X F 6 PARTS BY VOLUME ONSITE SCREENED SOIL "PROSTRATUS" 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT 1 Z2. TURF HYDROSEED MIX: * ALL -im_f5 IN-�1,��5 -f0 F% 1 LB. 12-12-12 COMMERCIAL FERTILIZER PER CU. YD. OF MIX SEED: 90 % FALCON FESCUE VR VERBENA RIGIDA ST. PAUL PINK 1 GAL @ 3' O/C BRIGHT PINK FLOWERS 55 INS'r/�I�l7 W/� P law�IZDS • 2 LBS. IRON SULFATE PER CU. YD. OF MIX 10 % MERIT KENTUCKY BLUE THE POSTPLANT MAINTENANCE SHALL CONSIST PRIMARILY OF A NITROGEN AT APPLICATION RATE 12 LBS. PER 1,000 SQ FT. ONLY FERTILIZER PROGRAM. BEGINNING APPROXIMATELY 30 DAYS - AFTER � CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE XCC XYLOSMA CONGESTUM XYLOSMA 1 GAL @ 3 O/C �5 GAL TREE B PLANTING AMMONIUM SULFATE SHOULD BE APPLIED AT THE RATE OF 5 LBS M BINDER SOILS STABILENT 60 GALLONS PER ACRE. "COMPACTA " 601 PER 1000 SQ. FT. ON A MONTHLY BASIS. WHEN PLANTS HAVE BECOME WELL 150 LES /ACRE GRO-POWER HI-NITROGEN 14-4-9 ESTABLISHED, THE FREQUENCY OF FERTILIZER APPLICATIONS CAN BE DECREASED. 23. GROUNDCOVER HYDROSEED MMX: 8. HYDROSEEDING EQUIPMENT SEED: LBS/AC. PURITY GERMINATION MES ; GAZANIA SPLENDENS 12 70 % 85 % SYMBOL KEY BOTANICAL NAME COMMON NAME' SIZE REMARKS OUANTITY USE ONLY EQUIPMENT WHICH HAS A BUILT-IN AGITATION SYSTEM AND WrrH GAILLARDIA PULCHELLA 3 85 % 75 % ` AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND ALYSSUM 'CARPET OF SNOW' 2 95 % 80 % HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 O'CONNORS LEGUME 1 98 % 85 % O LBS.) OF ORGANIC MULCHING AMENDMENT, PLUS FERTILIZER ADDITIVES AND CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE FP FICUS PUMILA CREEPING FIG f S GAL. REMOVE FROM STAKE do 52 SOLIDS FOR EACH 100 GALLONS OF WATER. M BINDER SOILS STABIL ENT 60 GALLONS PER ACRE. _ FASTEN TO WALL 9. HYDROSEEDING 150 LBS /ACRE GRO-POWER HI-NITROGEN 14-4-9 0140UNDCOVER : Ck A. APPLY TOTAL SPECIFIED QUANTITY OF SEED, FERTILIZER, AND FIBER SYMBOL BOTANICAL NAME COMMON NAME SIZE REMARKS OUANTITY 24. LOCATIONS OF ALL SURFACE MOUNTED EQUIPMENT SUCH AS BACKFLOW Q I MULCH. B. BEGIN HYDROSEEDING IMMEDIATELY THAT SOILS HAVE BEEN PREPARED PREVENTOR AND CONTROLLER SHALL BE APPROVED IN THE FIELD BY - AND WATERED AS SPECIFIED. LANDSCAPE ARCHITECT AND SCREENED FROM VIEW WITH PLANT MATERIAL. HYDROSEED MIX GROUNDCOVER SEE SPECIFICATIONS 13.704 S.F. x _ C. MIX PROPORTIONS: PREPARE SLURItY• MIXTURE AT THE SITE. MIX COMPONENTS TO PROVIDE THE APPLICATION RATES SPECIFIED IN NOTES 22 ac 23 APPLY SLURRY PER LATEST ACCEPTED STANDARD PRACTICE HYDROSEED MIX TURF — SEE SPECIFICATIONS 16,420 S.F. AND AS APPROVED. 25. Any trees xithin 3 feet Of walls, xalk5, Curbs Or Other potentially -- - - root-damaged hardscape shall be installed with root control Fh119F} 10. ALL INSPECTIONS WILL BE MADE BY THE LANDSCAPE ARCHITECT OR HIS ne contairs. Prior to backfilling tree pits contractor shall have -City GAZAMA -SUNRISE YELLOW" -GAZAMA FLATS 8" O.C. IREPRESENTATIVE. THE CONTRACTOR SHALL REQUEST INSPECTION AT LEAST X inspect deep root container installation. TWO WORKING DAYS (4b HOURS) IN ADVANCE OF THE TIME THE INSPECTION 4020 S.F. IS REQUIRED. 26. All trees are to be located: � ten feet from any light standard, power NOTA: 11. ALL TREES SHALL BE STAKED OR GUYED AS REFERENCED AND DETAILED ONpole, or reinforced concrete box,• five feet from any drive approach, THE WORKING DRAWINGS ACCORDING TO THE FOLLOWING SCHEDULE. fire hydrant, or underground structure (e.g., catch basins, vaults) ; and QUANTITIES LISTED ARE FOR BID COMPARISON PURPOSES. 5 GAL. TREES: SINGLE STAKED PER DETAIL. three feet from any meter. CONTRACTOR IS RESPONSIBLE FOR HIS OWN TAKE-OFFS & 15 GAL. TREES: DOUBLE STAKED PER DETAIL. INSTALLING ALL PLANT MATERIAL INDICATED ON THE PLANS 24" BOX OR LARGER TREE: GUYED PER DETAIL. N THE CONFIGURATIONS SHOWN AND AT THESPECIFIED C SPACING • O ' 0 - � Are WROVED -- • . .o CITY OF RANCHO CUCAMONGA - fiRU5o- - VICTORIA VINEYARDS NORTH H GFINI5I�� - _.._ .c • _ TRAILS — TRACT 13445 2.0 — ' •• • PREPARED BY: PREPARED FOR: NDSCAPE DETAILS, LEGEND & SPECIFICATION • ---- ' � • I oAri AwwwnVRD Mr OUrarY cRv E►rorw�w w.c.t. No. ' . , J ), CONSULTING GROUP DEei P.T.B. I�eMORSE CONSUL77NG GROUP `"`�MME�'o•a • MORSE CO LYON /1e�.n,,,� . . DI ' SHRUBS - - PLANMNG 0 ENGINEERING•LANDSCAPEARCHITECTURE •`°'"` "+" % WALK. E PAC C . DE SAC owi►wH .�_�,O.��,0- ..��, ..,.�. VM=PLAN'� _ @ 4960 IRVINE BOULEVARD, SUITE#rI01OB NO. 240-6810 r_ - _..____._. IRVINE,CALIFORNIA 927141299 Xle WILLI AM LYON omlwx r . P.T.B.PTB -3 0i (714) 7347117 •. O+sCxtD , a540 ARCFIf1lALD sU1TE 0 OWN• w OwAWIfw Poe. oA� ( '?�_' RANCHO CUCAMONGA. CALIFORNIA 91730 10