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HomeMy WebLinkAbout1165-L 1 j THE WILLIAM LYON COMPANY INC . 8540 ARCHIBALD SUITE B RANCHO CUCAMONGA , CALIFORNIA 91730 HIGHLAND AVE. SHEET INDEX - = - • X COVER SHEET 1 � C-1 CONSTRUCTION PLAN .T 1-1 IRRIGATION PLANUi T-1 TREE VINE & GROUNDCOVER PLANTING PLANAL S-1 SHRUB PLANTING PLAN 1 _ -�•----��, ;;�;". -ti�� fir' _I F_J I 'r a g — V/CrORtA ,f D-1 CONSTRUCTION DETAILS D-2 IRRIGATION DETAILS 7, a 1 _ SP-1 IRRIGATION SPECIFICATIONS i SP-2 IRRIGATION SPECIFICATIONS — — - -�'�—_r '�e � " � '• 1� _�., , i.., sraa �vn ii t �t=�♦ y t �', FICATIONS LEGEND & DETAILS. SP-3 LANDSCAPE SPECI " 1 W �' FAlR.M4NL _ - i. .' _ �---, 4 /.� ,�'•' t„ a•: =` r < �GROUP QUANTITY ESTIMATE CONSULTING •1 • ! I - moi.^' � •. -- �- j-�' , , Q: a--; PLANNING • ENGINEERING • LANDSCAPE ARCHITECTURE TRAIL WITHIN TRACT 13443 l - . o • '` SOUTHERN PACIFIC RAILROAD 4860 IRVINE BOULEVARD, SUITE #201 Groundcover Area 18,941 S.F. IRVINE,, CALIFORNIA 92714-1299 Turf Area 15,029 S.F. (714) 730-7117 Concrete Walks 5,614 S.F. SHEET KEY MAP RJM NOTE:. PLAN CHECK SUBMITTALS ALL CONCRETE WALK AND PLANTING QUANTITIES LISTED Submitted Department Returned Approved DESIGNGROUP INC • ARE FOR BID COMPARISON AND LANDSCAPE ASSESSMENT 8-31-81 �n 'ineein 10-14-80 O DISTRICT.PURPOSES 0 -URPOSES ONLY. CONTRACTOR IS RESPONSIBLE 8- l Qlannin 10-12-81 Z 1 -O 8-1 FOR HIS OWN TAKE-OFFS AND INSTALLING ALL PLANT PLANNING AND LANDSCAPE ARCHITECTURE MATERIALS SHOWN ON THESE PLANS AT THE SPACING 4860 IRVINE BOULEVARD, SUITE 203 IRVINE, CA. 92720-1999 (714)731.2522 'SPECIFIED. NO SCALE ABBREVIATIONS VICINITY MAP PROJECT SITE • Q AT DS. DOWNSPOUT INV. , INVERT ELEVATION S. SEWER A.D. ANCHOR BOLT E. EAST J.B. JUNCTION BOX S. SOUTH �h A.H.S. ACRYLONITRILE BUTADIENE STYRENE PIPE EA. EACH L. LENGTH OF ARC SCH. SCHEDULE A.C. ASPHALTIC CONCRETE E.C. END OF CURVE L.A. LANDSCAPE ARCHITECT S.G. SUB-GRACE i A.C.P. ASBESTOS CEMENT E.C.R. END OF CURB RETURN L.F. LINEAR FEET SHT. SHEET Q A ALT. ALTERNATE E.J. EXPANSION JOINT LT. LEFT S.F. SQUARE FOOT, FEET Q���Q' � DESCRIPTION OF REVISION DATE APPROVED ALUM. ALUMINUM ELEV. ELEVATION MAX. MAXIMUM SPECS. SPECIFICATIONS Fighland Ave. APPROX. APPROXIMATE E.W. EACH WAY MFG. MANUFACTURER SQ. SQUARE PACIFIC CITY OF RANCHO CUCAMONGA 13.C. BEGINNING OF CURVE EX. EXIST. EXISTING Mil. MANHOLE ST. STREET Baseline Rd. B.C. BOTTOM OF CURB F.F.E. FINISH FLOOR ELEVATION MITI. MINIMUM SFS. SURFACE FOUR SIDES q q B.C.R. BEGINNING OF CURB RETURN F.G. FINISH GRADE N. NORTH T. TANGENT BLDG. BUILDING F.L. FLOW LINE N.I.C. NOT IN CONTRACT T.C. TOP OF CUn3 Foothi I Blvd. VICTORIA VINEYARDS NORTH B.S. BOTTOM OF STEP F.S. FINISH SURFACE NO. , # NUMBER T.C.B. OP OF CATC:F BASIN TRAILS — TRACT 13443 C. , COND CONDUIT FT. FEET, FOOT O.C. ON CENTER TOP OF FOOTING 50 m > > G. Q f C.B. CATCH BASIN FTC. FOOTING O.D. OUTSIDE DIAMETER C. T�P OF CRA'T3 a v Q ro C.F. CURB FACE GA. GAUGE P.A. PLANTING AREA T&G TONGUE AND GROOVE >' � _Y ca COVER SHEET C.J. CONTROL JOINT T.P. TOP OF PAVING ro = 3 GALV. GALVANIZED P.C.C. PORTLAND CEMENT CONCRETF. c III w C.L. C CENTER LINE GC. GROUNDCOVER P.C.C. POINT OF COMPOUND CURVE T.S. TOP OF STEP cc 5 Q � O - ��— ! t A;C.M.U. CONCRETE MASONRY UNIT G.L.B. GLUE LAMINATED -EAM P.R.C. POINT OF REVERSE CURVE T.W. TOP OF WALL LU , /6 s o wvnRDv[o M► '22397 C.O. CLEAN OUT G.P.M. GALLONS PER MINUTZ PL. L PROPERTY LINE TYP. TYPICAL 9/i/ CITY [NOINQR R.C.B.RC [ NQ. CONC. CONCRETE G.R. GRADING P.S.I. POUNDS PER SQUARE INCH V. VOLTAGER[cDnnNl[ND[o BERNARDINO FREEWAY I - 10 DEaION I&MORSE CONSULTING CROUP CONT. CONTINUOUS CRND. GROUND P.V.C. POLYVINYL CHLORIDE VERT. VERTICAL I D.K. WwHAl1P°"G0&VC:lNFVU?000 �lMXTAPEARCNr7ECTVR CSK. COUNTERSINK H. ,HT. HEIGHT R. , RAD. RADIUS W. WITH Ci. CUBIC HDR. HEADER R.C.V. RSMOTE CONTROL VALVE !ao■�cwai.7x mot W. WEST Rirc C ALSM"127 is in$ DRAWN rcirot i71417o7111 ; r`rwtncxXT aH[[T DET. DETAIL HORIZ. HORIZONTAL REF. REFERENCE W.P. WATER PROOFING D JOB NO. 240-54 X os 10 .r D.F. PRINKING FOUNTAI4 if.P. HIGHPOINT REQ. REQUIRED DIA. 0 DIAMETER I.D. INSIDE DIAMETER RWD. REDWOOD c►1[GcaD DRwwINY POM J.Sa oil 1 8'1 I I (P6 — L Gd NG, Move! 5TH P umm 4, CONSTRUCTION LEGEND , I' "II 86 85 , F, I, rt►��z�—r I �•� -- 6' HT. SLUMP 13LOCK WALL. SEE ENGINEERING GRADING PLAN83 �IQ� CONCRETE WALK. ° GING( -Er-'e: 401K5?1?4P TYp, 6" WIDE CONCRETE MOW STRIP, e � - 8 2 WROUGHT IRON FENCE OVER LOW BLOCK `S♦ _� WALL W/COLUMN °-� f;DNG. M6W _6121 ? N p 8 oil o Do LIGHT FIXTURE - SEE NOTE G ,►� �` 0 �'v 8 C�•qs S T� rL% ��'•� O-. h � '�v � �o' 80 6 pc . �-;��I � Ste'd-, u 8 8 ... t T9 NOTE89 LIGHT FIXTURE - SYLVANIA RALLEY KAT' 70 WATT HIGH PRESSURE SODIUM FIXTURE MOUNTED ON ANODIZED POLE \ v 90 ti� TO MATCH FIXTURE. MOUNTING HT, 10'-0", SPACING 80'.-- 0" 0 . � G R AS SHOWN. 0 , 91 Lu °� � Dc 92 SEE ENGIN��Izs SrR� r IMPfzoV�M[iN1P�AIyS f%0(� > �"}ZACr 13443 r-01Z INF�'URMATION ON g(ZoDKS 13ox55 cc � Q PRAIKPIPE-� rHIZaUCgR CURB. I r rH5R5 AR.r ANY o, 93 "� �- D15CKC-PANCIE5) NOr1 I=Y I.ANdS�AP� ARCH 1 Tr. I%CJ 3&,U„ I O O ��- O� 4 z 135 G _ , ' ''••••• t4 LZI K I{ou f Q. 'S D _r R L-0fy . 104 Off. 110 � "I'tr• � 3� ��' I J Sri'•. R_1 v; ��; K=8' 5i►i I�1� 19 � oW/60 xj�' 117il mow 136 � t 0 6 Of �U Mew 8 37 AL-16K WIWAU- N�f �� '�I P .� R,II �,,��, I-}lc�N 5����t� �!aG< ��✓�.�, . -zl c1 R o G _ q00 NOTE: SEE SHEET D-1 FOR GENERAL CONSTRUCTION NOTES. d •..� 1 4 138 0 �I NORTH ro 0\ �� � �'� � � o-. Iv G IVIG-�tCl" �l��U� 'f`Tr►G�� Q _ 143 I ADDED 13ROOK5 PDX4 DRAINPIPE rH?_U CU (•-1-88 vow 6-fI?-II� Nora V,/j2UJa4r 1 941 �E�IGi✓ Ov�t� i-vW .o _ DATE APPR VEO iIL = {� CITY OF RANCHO CUCAMONGA _ VICTORIA VINEYARDS NORTH TRAILS — TRACT 13443 T' CONSTRUCTION PLAN PREPARED BY:, PREPARED FOR: cm► ENo►N�tR w.c.t. "o. 22997- - �-` w _ '•i. O[tION AEGOMMENOEO MORSE CONSULTING GROUP C.P. ftMORSE CONSULTING GROUP PLANNING •ENGINEERING 0 LANDSCAPE ARCHITECTURE LYON •w■��.Mo Ass.m L�Ps Oslo e.%^t DRAWN a.xcnusru�ao,.s. .Ntn _ ... — .'lr.•.r .,r- — .L _f ..F _• C.P. JOB NO. 240-54 4860 IRVINE BOULEVARD,SUITE 11201 o_' C-1 cw._ 10— IRVINE,CALIFORNIA 92714-1299 Z � •�iuyuf. i a �O �.. .. 1 z; __i �/ie WILLIAM LYONromhalnt . fOI.f.w r.4.K.....-.i- (714) 730.7117 c++ac+cw oRAwI►� No. 8540 ARCHIBALD SUITE B ' -a SCALE: 1°-30' KEY MAP NO SCALE RANCHO CUCAMON(iA• CALIfORN1A 91790 J.S. oA.. _ I I �� -- J � N' f 4 .d t t " 8 � p f j` 8 GENERAL NOTES ► Z�Zn � 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY �C" F EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS (�I SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) . f ` y� � _ ��. � '�_ l ��J 82 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE ! ' WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. D- 2 �, t j R YMBOL DESIGNATION SEE LEGEND ON SHEET NO. D-2 ; �2� ' X I�� , ; 3. FO S - 3irr X z - w ' 81 h Gr 'YIlI2 ' i t 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. " �I 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- / 01 - f WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. /� ` ►® f 80 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT `/ I LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING �� 1 CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. I Ih t • t i ...w r 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT f M7 , r '� ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. y 1 hn NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. I II Ir 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND • ' • /" lee / � ;�if /1 VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE ( / `k .• ���� ` , ,'!`� � `�J t' AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO ( DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST /40 MENTS REQUIRED. so 92 91 10" oil .4k 1 M 5 � o• E-14120 / Q, O r < U - 11 ISI , , 2'r 1 2l l pi ��..•,.�.-..- � t � � � � � -� Ili `� � �2tr -X tti� ' ," , �^► k"® � J. I/�'I �� 1 12 •� I ,: ' ,,1� Ni 1 18 `LI "" 136 „ 1 1 t I TR M214, _ �,r i w PO.C. TO 2 METER CD`3 � ' ��� J PROVIDED BY DEVELOPER c I �J 2'BACKFLOW PREVENTION M 3 53 ' ASSEMBLY— 2' PRESSURE REGULATOR SET AT 75 PS I (DELIVERY PRESSURE) ELECT. SERVICE TO METER TO BE PROVIDED BY DEVELOPER � .,••' 1 113 ,;. ,. NORTH . l U V rr AUTOMATIC CONTROLLER M DATE STATIONS IRRIGATION SYSTEM DESIGNED FOR APPR veo _ INDEPENDENT 115V/60CYC/2 AMP ELECTRIC CIRCUIT TO MINIMUM OPERATING PRESSURE CITY OF RANCHO CUCAMONGA BE PROVIDED BY DEVELOPER OF 65 P.S.I. AT 63 G.P.M. •Wit,;t.•� EXACT LOCATION TO BE DETERMINED IN THE FIELD. _ �:• ,.:.::,,;:�.,:, : VICTORIA VINEYARDS NORTH - - TRAILS - TRACT 13443 T - : , . -F- IRRIGATION PLAN PREPARED BY:, PREPARED FOR: �� APPnOV[ CrTY [N O l ';/ �C'Il'P�:"�—. II.C.t. NO. 2259-1 NSVIN AECOMMENOEO LTING GROUPRSE CONSULTING GROUP CONSUL .r, runo,me.urcrr�tac.c�scwrc�ociu'ry►t{ f - 1�V •, iri i�•^ti `��. MORSEV A IA.I.C.V .ro wt! wutuO Wn ww �JI�i\. t OI1/5.1� LYON PLANNING •ENGINEERING•LANDSCAPE DRAWN `"""+""'u"""' , wisnu eMetT " r r .o J08 NO. 240-54 4860 IRVNE BOULEVARD, SUI[TE#201 A.I.C. -1 os 10 F IRVINE,CALFORNIA 92714.1299 IRswamsZ (71a) 73a7117 WILLIAM LYONrwj / t SCALE: 1 =30 KEY MAP NO SCALE A.I.C. !ASSOCIATED IRRIGATION CONSULTANTS;(213) 477-6525 RANCHOeCUCAMONGA,`CALWORN A 91730 A.I.C. -�-- PLANTING LEGEND: TREES : 86 SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE REMARKS 85O • EN EUCALYPTUS NICHOLII NICHOL'S WILLOW-LEAFED 15 GAL. 0 4 8 4 PEPPERMINT I ° ES EUCALYPTUS SIDEROXYLON RED IRON BARK 15 GAL. LI LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL. DARK PINK AS NOTED ON PLAN � 82 LS LIQUIDAMBAR STYRACIFLUA SWEET GUM 15 GAL. FALL COLOR /Z IT 81 PA PLATANUS ACERIFOLIA LONDON PLANE TREE 24" BOX MATCHED STANDARD 20' • 6' BRANCHING HT. • PE PINUS ELDARICA MONDELL PINE 15 GAL. ••, • • 8 O 87 . ., VINES .*o SYMBOL KEY BOTANICAL NAME COMMON NAME' SIZE REMARKS 88 79 ® DB DISTICTUS BUCCINATORIA BLOOD RED TRUMPET VINE 5 GAL. ♦♦OQ 89 ♦ �' v FP' FICUS PUMILA CREEPING FIG 5 GAL. �}� • ♦e 90 ♦"A GROUNDCOVER : �5 ♦ ��V� SYMBOL BOTANICAL NAME COMMON NAME SIZE REMARKS 91 S SEE SPECIFICATIONS I� HYDROSEED MIX GROUNDCOVER — � � �'•t''•`. ♦ HYDROSEED MIX TURF SEE SPECIFICATIONS > ♦ . cr 93 i ISS 15 �10* O�G�O ��' 0- 1 2 0 N � Q� Z I� 135 •• • ' ,Q 119 • • a�, 118 z , i 117 136 s Of to 116 o 0 137 • I SEE SHEET SP-3 FOR PLANTING DETAILS • AND LANDSCAPE SPECIFICATIONS. d od , 144 138 �♦ 10, 6. • ••' �� _ p� •• NORTH V0, ti° 143 s- Dam DON DATE APPROVED CITY OF RANCHO CUCAMONGA i VICTORIA VINEYARDS NORTH TRAILS — TRACT 13443 ' -- : '.r .T, TREE, VINE & GROUNDCOVER PLANTING PLAN _ PREPARED BY: PREPARED FOR: APPROVE tI / - DAn APPj ij ! ----- — - APP 2269T 5.rD[atON A<GOMMLNDtO-;a. -- MORSE CONSULTING TING GROUP ,. MORSE CONSULTING GROUP C.P. MDr[,,xH,rvc.uacn. c.twr�s�trt A�oarEc7yu - i PLANNING •ENGINEERING 0 LANDSCAPE ARCHITECTURE LYON nn '.i ` DRAWN niuisnu o"Rev ! _ ,. f `. :: 4860 IRVINE BOULEVARD, SUrIE#201 6177 B.H. JOB NO. 240-54 T-'I Ds 1_ Z �OO ' IRVINE,CALIFORNIA 927141299 WILLIAM LYON romha,,�,yi(714) 7347117waucw ��'��'D1r rIAWINS NO. r� 8540 ARCHIBALD SUITE 0 H SCALE: 1•—JOI KEY MAP NO SCALE RANCHO CUCAMON(iA� CALIFORNIA 91730 J.S. OATS PLANTING LEGEND: SHRUBS : SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE & SPACING REMARKS 86 �� 8 5 HS HEMEROCALLIS SPP DAYLILY 1 GAL. @ 12" O/C YELLOW FLOWERS ��/� ,Oc) HS 84 m 10X� 83 o�0000°�opoa0000 HG HETEROPTERYS, GLABRA RED WING S GAL. @ 5' 0/C YELLOW FLOWERS �(V�♦� MP MYOPORUM PARVIFOLIUM PrIYOPOR UM 1 GAL. @ S 0/C PINK FLOWERS �♦ I� H61 ♦ _ - °°° PV PITTOSPORuM TOBIRA VARIEGATED PITTOSPORUM 5 GAL. @ S' O/C ; ,,; oog �• 82 ° VARIEGATA -° '-:r-- RP RAPHIOLEPIS "PIN = KIE INDIA HAWTHORN 1 GAL. @ 3 O/C PINK FLOWERS �♦ _ p ♦ 81 •. ee :; :; � KO ROSMARINUS`OFFICINALIS DWARF ROSEMARY 1 GAL @ 4' O/C � - " ::;:�; ••__ �Q "PROSTRATUS" ♦ 45 VR VERBENA RIGIDA ST. PAUL PINK 1 GAL @ T O/C BRIGHT PINK FLOWERS $ 0 °o °apo °g 0 00 • XCC XYLOSMA CONGESTUM XYLOSMA 1 GAL @ 3' O/C Z. "COMPACTA " 8 19 • � ''''x � "� =_• - 90 92 4 o, 70 93 Q� a 12 0v 135 pN1A P� �_ 1to HS i v R V9- 4(ji 131 k5 1 19 - ; %2 xcL ,� 1 18 �`�/♦ 136 116 ♦ 0 � tai' -=-_ ♦� 1= SEE SHEET SP-3 FOR PLANTING DETAILS \ `�� ♦ AND LANDSCAPE SPECIFICATIONS. ♦ C IONS. O •' 144 158 /♦ � .• p� NOR QV 2� .• 143 * CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES ONLY. REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. — THE INTENT OF THESE PLANS IS TO PROVIDE COMPLETE YED COVERAGE OF THE AREAS SHOWN AT THE SPACING CITY OF RANCHO CUCAMONGA DESIGNATED FOR EACH SHRUB TYPE. _ = VICTORIA VINEYARDS NORTH TRAILS — TRACT 13443 SHRUB PLANTING PLAN f - _ - C�' ins:+ ,,;:_ • _ PREPARED BY. PREPARED FOR: F -- --- - CmR[W ED `~� �= cwrs 223 ? MORSE CONSULTING GROUP MORSE CONSULTING GROUPM •ccL'R' AVE'CaO'M"M�EN°O""E`O sPLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE av•��wmLYON •,t;_ -; AWN a.r.( ucaruar,.is 48IRVINE BOULEVARD, SUrIE#201 �� «�:���+ s►+iaT 60 i L :=i G' JOB NO. 240-54IRVINE,CALIFORNIA 92714-19 S-1 o. - -10 r WILLIAM LYONP.T.B.romhm�(714) M7117 O0tL - -- o+tucuo nwIrM NQ. 8540 ARCHIBALD SUITE 8 SCALE: 1°=30' KEY MAP NO SCALE RANCHO CUCAMONGA. CALIFORNIA 91730 J.S. � DA� a1L CAI" F-I115 UNDER TNt�{ ac�-U T £�t1RPi'vGE i..�.-. -`I r-.JF.-J= t°L,dN• � r T'i'I�attfEL F'1NI5H V �` z 'k<d'x I ro 5L-U Lor o�Eo �� ION ca.aq PA04M A 4 OeW �wf%sc L�AT Id GLG w^ ����� h FLOCK M uU� JO NT AT 4d o•G �.II ye}.I R ��n ED6E AT Al. C�i�tJ � IN DST l0N• GONG I�G7U'J'�1 x,11' f��)). 51...UMP BLOI_K klALl_ CoNc. RING C�kST IN FINISH 11 L ofolco I MISSION' FcR RET Z tP I ri O�� C F140M l"r, A �'S a ��'' WALL ADJACENT TO TURF AREAS �'A M5 - CAST CaWc• _ - -Nr= TURP=' MANHoL, SCcTIONS WALA, : fioR��`"Y�t�1i�I�N�i�NRE'T. R cOMP•NCT 1 14 SOIL- REfr-RT �.. 5. SEE r'". 0wO f--A"S FOR 3 INC CONDITIoN5. CONCMM W/ 9.Z' �� ; ,+yip CPO" 0VWoG L 0HT -tcc:%_Eo JOINT WrN •`�•'I�"I '�o1�G� FiNISFi I N I 1 �i I ErlC'�R 5 M� W� QrG le•I _ O O C, 't`f'' AT/°`l.l, tr PIAN _ pQ• ,.*. lYz! I lRY ® y'LN GrNC3Eg ot= t�IREc"T'IDN e' LO-0 LTYP NaL coMF�,cTfaN f�R�RT �k4 I tlAR CQ�T. SToPGbt`�c, Nim I"L^NT VINs W CENTER I I 1 1co r !S:. ' l re„ear'tr�i Piial�s N !� CGt�. fZ1Ncg 'K t�lE �Mw6 F!4 OM ST^KE o ... . ', o.. a > 1.1� NG 6 pI,�NTtIJcs Loi-►A.TIo THIN FENCE, kl.�.. �' '� 4 wlR=51+ + RAIUS FoiNT SEE ENGINEERING GRADING PLAN FOR ALL WALL CONSTRUCTION. NO SCALE SCORING AT 7`1?' 1171 INTER5ECTION' SLUMP, BLOCK BLOCK WALL NO SCALE A CONC, MOW STRIP NO SCALEW CONC. VINE COLLAR (IN LAWN AREA ONLY) C CONC, WALK FINISHING NO SCAT-E LIf-lHT rvl_ IRE _t`�P. - 5yw,\u�. T'fP coNc• 5coRING p SEE ENGINEERS GRADING PLANS FOR ALL WALL CONSTRUCTION ES� I^l�� T -10 W%7r HIGH Tz;0L �14G 5M I�ET�iL WNG, WALK - TYP CONI. MASONRY NOTES UI E sapl u F1xT-uPzE °"' TIPr,^L C41Wec;1oN'W ILu-OR cowrlN [�V N'TEl7 oN Aro dt�.Ea �o(�E tic I•I[`.4<7- 's � tvr i CoecTloN 'Ttl' �xiJl l - 1-! , 5E� Te t4ATctf I`IxTUlRF_ Mc2dr,- TNG LONo � KHEft RON TOXHES a,pGK or,T A4L 1. CONCRETE MASONRY UNITS TO BE GRADE "N" PER ASTM C-90-52. HE,G � Q FOJALL-. comm I21 4Q 51•UMP 131•�1t 2. CONCRETE IN FOOTINGS SHALL ATTAIN COMPRESSIVE STRENGTH OF $Q .oft A� �N ON CO(�tS'r MAN WALL -G-co MAX. G,oL LMH Al 51BAC2,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED. ' K .. . . I�,) 3. THE GROUT FOR CELLS TO BE ONE PART PORTLAND CEMENT TO THREE 2I' C4 - �W /SY v LLTpR-L 7Pq PANG TE C!fk*76 D s�M e,G•-T jr -- - PARTS SAND. O M FIN IsF-t 'tY1". vletaTlr.�1.1.Y . - 4. MORTAR SHALL CONTAIN ONE PART PORTLAND CEMENT, I PART LIME PUTTY, 31 PARTS SAND PER ASTM C270-52T. _ �L� MEM JM IoM Fit45ti I T S. OMIT ALTERNATE HEAD JOINTS IN FIRST COURSE ABOVE GRADE TO SERVE AS WEEP HOLE OR PROVIDE 2 DIAMETER PIPE AT 10'-0 ON CENTER. �.1- 4�Gg° • • • CoN c. rAC) FOR L,GHT TMJ ��,U`S� f 6. PROVIDE 1 CU. FT. PORUS GRAVEL PER LIN. FT. BEHIND LOWER COURSE AT RETAINING CONDITION. or _ ��`� `/ 0 O � .' 21 -OII , .• • : ��� ,_ I ��•R 1. BOTTOM OF FOOTING TO BE MINIMUM 18" BELOW NATURAL GRADE. A. STNjcTuRAL, R. a M XI C M SOILS PRESSURE USED 1800 PSF. WITH 1/3 INCREASE FOR WIND .10 9. REINFORCEMENT SHALL BE DEFORMED BARS PER ASTM A615-40. H EAV-( ffzooM FIN Il- r1r. Bey 10. ALL REINFORCING SHALL BE PER STRUCTURAL ENGINEERS'DRAWINGS. 3t-oN lol-o� !t-olI L-1014 1- IXTUP , T`fr. SYL,�J A Ttc�-1 5 ti s t 111 KATII -�o STT +�I�H _ Y 11. ALL FREESTANDING WALLS TO HAVE A MINIMUM OF 40 BAR DIAMETERS ') pr: Ess rzz SopldM FIXTLII` OVERLAP AT SPLICES. HOLATM C* A40017-ab IvLE, 12. DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO VERTICAL N� st-11<'1F a ocK►lAu wall carie aLocr, � Ra mjoa! 7V N�'°`TGH �IXTIjR E-MDu! TI NG BARS. I. AL, MNCHES 'R7 BE IRor4 MoL1Nfe TAIN FoE- 281 -8XR C liA) 325-8828 r ' MrgHT 101-011 SI,,�,Irlq (9 I`oll 13. ALLOW FOR ADJOINING CONSTRUCTION. l r�N 2, /-b c � ) H Ra, cATIoN t, PS Wr-j5 r R MA,NUF�TU�15 9M:5, CSP - olzco M1551oN �l.oR NO SCALE ^5 SHOWN 0� .Cot4ST. `I - o�cRET� FC2�'T1KG5 14. ALL WORKMANHIP AND MATERIALS TO CONFORM TO GOVERNING CODES 3. FSR MAfyUF�TUREIKIS R�cGi�MENC�+TiUNS AND ORDINANCES. BENCH / CONCRETE PAD & LIGHT E WROUGHT IRON FENCE/SLUMP BLOCK WALL F LIGHT FIXTURE/CONCRETE PAD NO SCALE G 15. DESIGN BASED ON U.B.C. "NO CONTINUOUS INSPECTION" LIMIT. 16. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. ' lo'CURB PER 17. CELLS CONTAINING REINFORCEMENT SHALL BE GROUTED. SOLID GROUT STD. BAR TA-LONG °. 303 GENERAL CONSTRUCTION NOTES ALL RETAINING WALLS. 17-5 STEEL- A OVER DRAIN 18. CONSTRUCTION SHALL BE OF THE HIGHEST QUALITY WORMANSHIP AND THRi1 ALL WALLS SHALL BE PLUMB AND TRUE. STEP FOOTINGS IN EVEN BLOCK NO.2424 CAST IRON '. DRAIN 2 (MIN) ;' INCREMENTS. PARKWAY GRATE -/� 3.5• STEEL-iNRl1 , 112 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR 11. STAKING OF ALL MEANDERING WALKS - wT.-IIo• f� / `,\ 6• S' RNN TO THE START OF THE CONSTRUCTION. CONTRACTOR SHALL NOTIFY SHALL BE APPROVED IN THE FIELD AND ADJUSTED 2V4 .1 THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. AS NECESSARY TO MEET FIELD CONDITIONS BY THE PUBLIC WORKS 19. EXPANSION JOINTS SHALL BE LOCATED AT 2S0' MAX. AND AT MAJOR 1�2• .: ' :j�;':' , INSPECTOR, PROJECT PLANNER AND LANDSCAPE -ARCHITECT PRIOR CHANGE IN HEIGHT OF WALL. L• 13 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO TO CONSTRUCTION. SECTION A-A CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES 20. ALL GROUT SHALL BE NATURAL COLOR. PROFILE NCURRED. 12. SUBMIT SHOP DRAWINGS FOR APPROVAL FOR WROUGHT IRON FENCE, 21. ALL COLUMNS AND ROWLOCK CAPS/AT WALLS AND COLUMNS ARE TO ���1 �•:�/ � CURB CONDITION BE "ORCO MISSION" COLOR. i .) 6vi \ 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. 13. REFER TO GRADING PLANS FOR ADJACENT TRACTS FOR GRADING OF COVER MAYBE PRIME THIS SOILS REPORT WILL SUPERSEDE THE RECOMMENDATIONS AND TRAILS. 22. ALL BED AND HEAD JOINTS AT COLUMNS AND ROWLOCK CAPS SHALL No.2424 BODY PAINTED OR GALVANIZED DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. BE CONCAVE. WT.-2- *F3O• AS RED. 14. WALL AND FENCE TYPES SHOWN & DETAILED ON THESE PLANS ARE FOR WT.-PER 12'-606 4. ALL FORM AND ALIGNMENT OF PAVING AND WALLS SHALL BE INSPECTED GENERAL LOCATION, CONSTRUCTION AND ' FINISHING. SEE GRADING 2424-105iRAME(OPTIONAL) 4•SIDEWALKAND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. PLANS FOR EXACT WALL LOCATIONS AND STRUCTURAL DRAWINGS FOR 33 33 3■S' STEEL THRU PER 5TR 310 (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF ALL FOOTINGS AND REINFORCING. SOILS COMPACTION PER SOIL. DRAIN 48 HOURS PRIOR TO THE INSPECTION.) ENGINEERS RECOMMENDATIONS. SEE ENGINEERS GRADING PLAN FOR LOCATION, 1 z-MIN. 4" 5, CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES AS INDICAT€D CONSTRUCTION AND QUANTITIES OF ALL WALLS • 5• \ 23 23 ' • 9 ON THE IRRIGATION PLANS PRIOR TO PAVING. 1 I 6. REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS FOR MAX. S I. ''. �' LI ACCEPTED STANDARDS OF MATERIALS AND,WORKMANSHIP. 01 A _ i s i APXP ffWK5 BOX DRAINPIM Pi;-WL I ��• 7. ALL WALKS AND MOW STRIPS STAKED FROM, OFFSETS SHALL BE j =, ' I SIDEWALK CONDITION CONSTRUCTED WITH SMOOTH GRADUAL CURVES. IN. (PROFILE) 8. FENCES AND MOW, STRIPS STAKED ALONG PROPERTY LINES SHALL BE STRAIGHT AND ALIGN WITH EACH OTHER, WHERE APPROPRIATE. _T R3 R B FRAME .( - - ATE p CoN�Y I t��115 ��Z LQCTIO�S 9. MOW STRIPS SHALL JOIN ALL WALLS, WALKS, OR FENCES AT 90' ANGLE, � �� ��� t�1�PvN�I�E• L NESSS SPECIFICALLY SHOWN DIFFERENTLY E.G. ALONG PROPERTY CITY OF RANCHO CUCAMONGA Ic MOW z FRIPS ARF TO BE PLACED WHEREVER TURF AND GROUNDCOVER NO SCALE % LLc 1 ,,R WHEREVER PUBLICLY MAINTAINED AREAS MEET PRIVATELY MAINTAINED AREAS. VICTORIA VINEYARDS NORTH BROOKS BOX & DRAINPIPE THRU CURB H TRAILS - TRACT 13443 PREPARED BY: PREPARED FOR. CONSTRUCTION DETAILS DATE- - _ APPROVED MY crry ffNOINaR of - R.c.E. Poo. 22397 MORSE CONSULTING GROUP °E•I•" PlIc MMENOtCa MORSE CONSULTING CROUP PLANNING •ENGINEERING LANDSCAPE aRCNl7EC7ilRE LYON P.T.B. P`'`"'"^C•"w'^�°`C• l l a • ,• ; ........�.,M..T„m DRAWN wvm .Vf4-t'Tim wAi17i•js. ♦urDtsrsl •NttT 41860 IRVINE BOULEVARD,SUITE#1201 XcWILLIAM -- ronilianoy, JOB NO. 240-54 IRVINE, CALIFORNIA 92714-1299 LYON P.T.B. D1(714) 7347117 8540 ARCHIBALD SUITE 8 �4b RANCHO CUCAMONGA, CALIFORNIA 91730 J.S. 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 SIDEWALK,CURB, LAWN AREAS SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE CONTRACTOR IS TO PROVIDE AT RIGHT ANGLE ETC. ems•' 1� h ENCLOSURE MYERS NO.MEUG-I-M TO HARDSCAPE EDGE WITH MOUNTING BASE INSTALL AS P.O.C. POINT OF CONNECTION SPECIFICATION FINISH GRADE PER MANUFACTURERS RECOMMEN- .�/' ytI DATION NOT :• " •. �i SHRUB AREAS �. �� PRESSURE SUPPLY LINES & SIZE (2-1/2' & LGR) CLASS 315 PVC SPECIFICATION 120x 18'PLASTIC BOX 9 COVER WITH ELECTRICAL CONDUIT TO SOURCE LOCI( TOP MARKED a R.C.1I J �-- ��� PRESSURE SUPPLY LINES & SIZE (2" & SMLR) SCHEDULE 40 PVC SPECIFICATION TO BE PROVIDED BY DEVELOPER ° �� �, g TYPE CONTROL- - •` . . STAINLESS STEEL CLAMP SIZE CLASS 200 PVC SPECIFICATION WALL Y E CO OL „ CURL TYPE EXPANSION LOOP NON-PRESSURE LINES & LER MOUNTED INSIDE CONCRETE FOOTING-INSTALL 3 (MIN. 24') _ � • �" 1 11 ENCLOSURE MIN. ABOVE FINISH GRADE AND �� SLOPE CONCRETE AT 2`j'oTODRAIN WATERPROOFED WIRE CONNECTION '�'�^� ��=k NON-PRESSURE LINES & SIZE (ON SURFACE) GALVANIZED STEEL SPECIFICATION NON-PRESSURE it%i SIZE 8 LENGTH AS REQ D �. I� IR.C.V. CHRISTY S I.D. TAG(STANDARD) L►NE FITTING ,� SCH. 80 PVC NIPPLE I CONTROL WIRE TO EACH R SECURE TO SOLENOID " '" 3+ N211 yl CONTROLLER SEQUENCE I I I COMMON WIRE TO ALL R.C. S PIGTAIL J CONTROL WIRING(AWG OF 4114 MIN.) V. GALLONS PER MINUTE I FINISH GRADE ' SCH. 40 PVC IIIZII REMOTE CONTROL VALVE SIZE LAWN AREAS - ELBOW SCH.40 PVC STREET ELBOW ELECTRICAL PEDESTAL MYERS MEUG-Y-M DETAIL NO. I I • 1 6 FINISH GRADELINE PIPE SHRUB AREAS - � ® AUTOMATIC CONTROLLERS RAIN BIRD ISG-12,24,32-LFP-K DETAIL NO. I SOLENOID PVC SUPPLY / SCH. 80 PVC NIPPLE •..; x. LINE (SxSxT) SIZE a LENGTH AS REQ D Q REMOTE CONTROL VALVES RAIN BIRD EFA-CP SERIES DETAIL NO. 2 f• • �:••:' `� " t FLOW ADJUSTMENT FITTING FINISH GRADE ¢ P ',✓ q/ ;,� —3/4"CRUSHED ROCK IB 0 QUICK COUPLING VALVES RAIN BIRD 3 R DETAIL NO. 3 ��' ✓ (MW. 3 CLL FT) PVC SCH. 40 MALE ADAPTOR PVC SUPPLY LINE R•P BACKFLOW PREVENTION ASSEMBLY (B.P.A.) WILKINS 575 RP (MOD-III) DETAIL NO. 4 _ELECTRICAL TAPE-TAPE WIRING AT (TYP. 2 PLACES 1 2"CONDUIT INTERVALS OF HeD.C. PVC LINE PIPE 11T014 GATE VALVES (LINE SIZE) HAMMOND IB631 DETAIL NO. 5 NOTES: PVC SUPPLY LINE FITTING I. FOMMON WIRE TO BE WHITE 9 CONTROL WIRE TO BE BLACK IN COLOR UNLESS OTHERWISE NOTED. (SxSx3 ! SCH. 40 PVC STREET ELBOW a NEW WATER METER 2. 0 SPLICES SHALL BE MADE BETWEEN CONTROLLER 9 REMOTE CONTROL VALVE UNLESS COMMON WIRE THERWISE APPROVED. PILOT WIRE ® REMOTE CONTROL VALVES RAIN BIRD EFA-CP-PRS SERIES DETAIL NO. 2 3. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL NOTE NOTE: USE TEFLON TAPE 1) VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE APPROVED. 1-1/2" PVC PIPE STAKE SPRING CHECK VALVESRISER SIZE VALCON ADV DETAIL NO. 6,7,8 VALVES 81 AUTOMATIC SPRINKLER UNIT STATION CONNECTION-SEE IRRIGATION PLAN FOR ON ALL THREADED (SCH.40) VALVES (RISER CORRECT VALVE SEQUENCE. 2) WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. FITTING MIN. 36"LONG OR AS SITE OF 3FT APART. REQUIRES N SWING CHECK VALVES (LINE SIZE) KING BROTHERS SPECIFICATION 3) USE TEFLON TAPE ON ALL THREADED FITTINGS. { TYPICAL ELECTRICAL METER AND CONTROLLER 2 TYPICAL REMOTE CONTROL VALVE ASSEMBLY 3 TYPICAL QUICK COUPLING VALVE PRESSURE REGULATOR WILKINS 500 SERIES DETAIL NO. 4 NO SCALE ASSEMBLY JR-84 rosin[ �� Iiz °' "o `er ASSEMBLY JR-s5 =—_ = EXISTING SLEEVES(PROVIDED BY OTHERS, SIZE AS MINIMUM CLASS 315 PVC NOTED) © MOISTURE SENSOR UNIY SYSTEMATIC DETAIL NO. 9 GATE VALVE BRASS NIPPLE TEST COCK(TYP. 2 PLACES) (TYP. 5 PLACES) jut JS ' REDUCED PRESSURE BACKFLOW PREVENTION � 2'OR AS NOTED BRASS ELBOW . . s ROUND PLASTIC BOX 8 COVER PRESSURE REGULATOR COVER MARKED:IRRI GATE >4 >9 >% - SIDEWALK.CURB, SET AS NOTED ` BRASS NIPPLE K " x FINISH GRADE —, SPRINKLER HEAD LEGEND STRAINER*40 BRASS UNION h (�75, nQ� x LAWN AREAS MESH MONEL x ba x >4. SPRINKI-LR NOZZLE FINISH GRADE ••' • ti ' • SHRUB AREAS PVC SCH. 40 x T; ='. BRASS ELBOW o 1B MALE ADAPTOR f j POP-UP BODY ASSEMBLY SYMBOLS DESCRIPTIONS MFR & PART NO. G.P.M. HAD. MAX.SP. PSI REFERENCE (GRADSET ,USH WITH FINISH BRASS NIPPLE IF Y • � ��� HANDWHE L =FINISH GLADE IF Y ^ 1/4, 1/2 & F CIR FLT SHRB HDS RAIN BIRD 1806 - 8 FLT (SAM) .4,.8,1.5 7' 7' 20 DETAIL NO. 6 GATE VALVE '� � � RELIEF 0v X PORT PRESSURE SUPPLY p C�iECKVALVE WHERE NOTED I 1/4, 1/2 & F CIR SHRUB HDS RAIN BIRD 1806 - 12 (SAM) 5,1.0,2.0 11' 12' 20 DETAIL NO. 6 FINISH - LINE-DISCHARGE 3 �� v `I7 �/ GRADE y l�� LOOSE KEY V %\ 1/4, 1/2 & F CIR SHRUB HDS RAIN BIRD 1806 - 15 (SAM) .8,1.5,3.0 13' 15' 20 DETAIL NO. 6 HOSE BIBB PVC SUPPLY BRASS ELBOW -• •- LINE ® P� BRASS PIPE � ' ' . � 1/4, 1/2 & F CIR FLT LAWN HDS RAIN BIRD 1804 - B8 FLT (SAM) .4,.8,1.5 7' 7' 20 DETAIL NO. 7 BRASS PIPE ' i �j PVC SCH.80 NIPPLE 3/0 CRUSHED ROCK (LENGTH AS REQUIRED) n o 1/4, 1/2 & F CIR LAWN HDS RAIN BIRD 1804 - B12 (SAM) .5,1.0,2.0 11' 12' 20 DETAIL NO. 7 PRESSURE SUPPLY BRASS ELBOW �—(MIN.2 CU.FT.) 12' LINE-INTAKE J s— _ •- (SxSxT) (D 6� q) 1/4, 1/2 & F CIR LAWN HDS RAIN: BIRD 1804 - B15 (SAM) .8,1.5,3.0 13' 15' 20 DETAIL NO. 7 GATE VALVE PVC TEE OR la • :.e� ELBOW LATERAL LINE =, -PVC MALE (SIZE AS NOTED ON DRAWING) NOTE: '• ADAPTORS • EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 12"FROM WALLS,BLDGS,ETC. • WHEN UNIT IS NEXT TO BUILDING, WALL, ETC,TEST COCKS ARE TO BE �►t) 4 ' ?� SCH.40 PVC STREET ELBOWS ON OUTSIDE. ' • ALL UNDERGROUND PIPES SHALL BE DOUBLE WRAPPED WITH APPROVED NOTE- GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS NOTE USE TEFLON TAPE ON ALL THREADED FITTINGS TAPE WHEN USING GALV. STEEL PIPE. UNLESS OTHERWISE APPROVED. �4TYPICAL BACKFLOW PREVE_NTER ASSEMBLY 5 TYPICAL GATE VALVE ASSEMBLY TYPICAL SHRUB HEAD ASSEMBLY NO SCALE (2 (/2" AND SMALLER ) jR-85 NO SCALE (3' AND SMALLER) JR-84 NO SCALE (FLUSH Tt•PE) JR-84 I" REPLACE EXIST IRRIGATION ° TRANSFORMER W/ CONTROLLER CURB, eOR ^�� • :, SYSTEMATIC ` ETC. 3�AS NOTED 24 VOLT SPRINKLER NOZZLE \ ► , INPUT • 24 YOLT LEADS SIDEWALK , CURB, ETC. ® 115 VOLT •' s � OP-UP BODY ASSEMBLY LEADS -FINISH GRADE (INSTALL I/2 ABOVE pJ 115 VOLT FINISH GRADE) Jn POWER SOURCE —SPRINKLER NOZZLE CENTRAL OVERRIDE SYSTEM Commc" TO nmr=CLOCK 12„ wHrm FINISH GRACE CHECK %ALVE WHERE NOTED RED STAT)Oti --PVC TEE OR ELBOW (SxSxT) �s•.aas PVC SCH. 80 NIPPLE I BLACK SIZE AS REQUIRED •• _♦ PVC SCH.40 STREET ELBOW oo CpLpRED DATE APPROVED HY DROMA5TE3i PVC SCH.40 ELBOW CITY OF RANCHO CUCAMONGA svL.>�+otD 12" POP-UP ASSEMBLY - "�" R.C.V. PVC SCH.30 NIPPLE(SIZE AS (INSTALLED I"ABOVE PVC TEE i' REQUIRED) IN FINAL POSITION FINISH GRADE IN vALv>=aox VICTORIA VINEYARDS NORTH SxSxT OR RISER SHALL BE AT A OPEN AREAS OR AS SCH.40 PVC STREET ELBOW MOISTURE SENSOR UNIT ELBOW 45 ANGLE NOTED) 9 TYRI-CAL MOISTURE SENSOR ASSEMBLY TRAILS - TRACT 13443 r SCH.80 PVC NIPPjI.E / (LENGTH AS REQD) IRRIGATION DETAILS & LEGENDPVC SCH.4o STREET ELBOW ' It SCH.40 PVC STREET ELBOWS PREPARED BY: PREPARED FOR. CATSZl:3 ri NOTE= APP.�D�ED '„ ��_ 22397 LATERAL LINE ( SIZE AS NOTED ON DRAWING ) I. INSTALL HEAD FLUSH WITH TOP OF HARDSCAPE AT INTERSECTION aCO2NERS. crrr [NDINExiw * S- 1— w.c.E, nro. NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS 2. USE TEFLON TAPE ON ALL THREADED FITTINGS. MORSE CONSULTING GROUP oeElon+ PEco""ENDED h6-MORSE CONSULTING CROUP LYON A.I.C. rv�., , � L��.G.�.s PLANNING •ENGINEERING*LANDSCAPE ARCHITECTURE •�•°u'�ALVLV�U >� K'_j%"),TYPICAL LAWN HEAD ASSEMBLY $ TYPICAL SHRUB HEAD POP-UP ASSEMBLY VC� �. .. DRAWN 4714.7307117 aMEtT NO SCALE JR-004-84 NO SCALE-'87 4860 IRVINE BOULEVARD, SUITE #201 AeWILLIAM -'-' JOB NO. 240-54 IRVINE,CALIFORNIA 92714 1299 LYON (&,m awn i A•I•c• -2 D� 10 - (714) 730.7117 � CstECKtO DIIAWtIV/ NO- A.r.C. ASSOCIATED IRRIGATION CONSULTANTS (213) 477j6525 8540 ARCHIHALD SUITE B • ��_��-81 r RANCHO CUCAMONGA, CALIFORNIA 91730 A.I.V. 7 oATf IRRIGATION SPECIFICATIONS 4. Before the date of the final site review, the Contractor shall 5. Contractor shall be responsible for the total performance of such 4. All P.V.C. pipe must bear the following markings: transfer all information from the "as-built" prints to a sepia r.vlar substitution to equal or surpass the original in every respect. 1,00 GENERAL or similar mylar material procured frau 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 Rapidograph, Kueffel & 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-G) . 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 QUALITY ASSURANCE & REQUIREMENTS any substituted item as an approved equal to epipmnt and materials listed e. NSF (National Sanitation Foundation) approval (not required on 5. The Contractor shall dimension frau 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 iters: 1.06 GUARANTEE f. Date of extrusion B. Manufacturer's Directions: Manufacturer's directions and detailed drawings a. Connection to existingwater lines. A. The guarantee for the sprinkler irrigation system shall be made in 5. Solvent cement and primer for P.V.C. solvent-geld 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. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 2.03 ELECTRICAL (HIGH VOLTAI;E) workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the g. Quick coupling valves. We hereby guarantee that the sprinkler irrigation system we have furnished A. All high voltage electrical service P 9 9 g required for autanatic controller and provisions of these specifications and drawings shall take precedence. and installed is free fran defects in materials and workmanship, and the other equipment noted on drawing for irrigation system will be provided by work has been completed in accordance with the drawings and specifications, others. D. Superintendent: h. Other related equipment as directed by the Architect. 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 approved tyke enclosure for meter, similar to that marufactured b 1. A superintendent satisfactory to the Owner's Representative shall be 6. de or before the date of the final site review, the Contractor shall during the period of one year frau the date of acceptance and also to 11yers Electrical Products Inc Y 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 an damage resulting from the repairing or qac of } � (213) 724-0450, model as specified on P g P aJ Pa P Y g g Vim- in9 drawing. Enclosure shall be of adequate size to house autocratic 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 such specified on drawing. Enclosure shall be zinc coated steel, minimum 12 2. The Superintendent shall not be changed except with the consent of the furnishing required information that may be omitted from the prints. repairs or replacements within a reasonable time, as determined b the � ang P Pa P Y gauge thickness. Cabinet shall be protected against corrosion in Owner's Representative. Owner, after receipt of written notice. In the event of our failure to ep Pt 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 padlocking provisions. 3. The Superintendent shall be authorized to represent the Contractor. 1• written notice frau Owner, we authorize the Owner to proceed to have said Deadfront shall be a hinged type, 16 gauge minirum, and shall not require As-built drawings shall be approved by the Architect before controller repairs or replacements made at our e)T ense and we will pay the costs and the use of installation or servicing. All factory installed components 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 NEC and U.L. recuirements. Enclosure shall be 1. Due to the scale of drawings, it is not possible to indicate all PROJECT: _-.._s 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 contractor shall carefully investigate the structural and finished 3. The chart shall show the area controlled by the aut amatic controller CONTRACTOR: , r ___------ _ PHONE NO.:. . -----,_-,-_-- 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. furnishiW szreh-- fittings, etc., as may be required to meet such ADDRESS: . �,__�. ,.�p.__ BY:---- conditions. Y:-,.•_ . _ . 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 mum s a maximum that will fit inside controller housing, double sided C. All connections between electrical services and equipment shall be in rigid the work to be installed. 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. DATE OF ACCFd-rf1 dCF:_._.__ BY:_ 5. The chart shall be a blackline print and a different color shall be -used to indicate the area of coverage for each station, using pastel 2.04 ELECTRICAL (LOW VOLTAGE) 2. The word Architect as used herein shall refer to the Owr,,. or transparent colors. authorized representative. 2-00. _PF A. Connections between controller and remote control valves shall be made with 6. 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 minioum 20 mils. 2.01 MATERIALS furnished and installed whether or not specifically mentioned in the utilizing law 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, specified herein, or approved equals. B. Splices, where permitted, shall be waterproofed using Rain Bird, Pen-'1'lt of the irrigation system. ,. 4. The Contractor shall not willfully install the irrigation system as Connectors 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 & FITTINGS for other irrigation use may be utilized for this purpose. obstructions, grade differences or discrepancies in area dimensions C Wire sizing shall be a minimum of #14 "UF" 600 volt underground wiriri exist that might not have been considered in engineering. Slrch 1 Prepare and deliver to the Architect within 10 calendar days prior to A. Pressure Main Line Piping and Fittings: Sizes 2-1/2 inches or larger shall g 9 n 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 #18 wire may be used. Ccxrrrnn Owner's authorized representative. In the event this notification is containing the following information: gasket type, 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 number, 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 Schedule 40 P.V.C. 5. Work of this Section which is allied with the work of other trades representative. A. 3 inches and smaller (unless otherwise noted on Drawings) : ASTM E62 brass C. body. 150 pound saturated steam rated; with screwed joints; non-rising shall be coordinated as necessary. Non-pressure lines (buried) : Shall be P.V.C. class 200. stem,- sc�:ewed b�-met, solid disc. Provide with handwheel. b. Catalog and part sheets on every material and eeuiprnent installed F. Underwriters Laboratories: Electrical wiring, controls, motors, and under this contract. D. Non-pressure lines (surface) : Shall be P.V.C. schedule 40. 2.06 QUICK CO(JPLIZU VALVES devices shall be U.L. listed, and so labeled. C. Guarantee statement. E. Road crossing sleeves: Shall be P.V.C. class 315 . 1.03 SUBMITTALS 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 fittings shall conform to specific requirements as folly: opening at base, permitting operation with a special connecting device (coupler) designed for this purpose. A. Material List: �'_ "t• 1. P.V.C. (Solvent Yield or Rubber Gasket) 1. The Contractor shall furnish the articles, equipment, materials, or 2. In addition to the above mentioned maintenance manuals, provide the 1.. Coupler threads: lug type Processes specified by name in the drawings and specifications. No Owner's maintenance personnel with instructions for major equipment a. Pipe: Manufactured frau virgin polyvinyl chloride compound in substitution will be allowed without prior written acceptance by the and show evidence in writing to the Architect at the conclusion of the accordance with AST14 D 1784 or ASTM D 2241, cell classification 2. Hinge cover: Provide with rubber-like vinyl cover. Architect. project that this service has been rendered. 12.4548, hydrostatic design stress rating not less than 2,000 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 andb. Fittings (solvent weld or thread) : Standard weight, schedule 40, A. ; Swing check valve, 2_. inches and smaller on non-F,:essare 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..,. 1. Supply as rt of this contract the following tools: cell classification 13454B, including threads when required. Y 3. Equipment or materials installed or furnished without prior approval upP Y Pa 9 B, Antidrain valve: plastic construction with soft com disc, p , pesiti��.,. of the Architect may be rejected and the Contractor required to removec. Fittings (rubber gasket) : Schedule 40 injection threaded outlets stainless steel internal parts. Spring tension, adjustable from 4 p.s.i. to a. Two keys for opening valve boxes. such materials from the site at his own expense. shall be required, with stainless steel bands and support 15 .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 or 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 d. Fittings (2" through 8") slip type may be used, but must be 5. Manufacturer 's warranties shall not relieve the Contractor of his P� Y for every ten, or fraction thereof, valves installed. similar in all respects to those manufactured J 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 Architecfor ultra-violet resistance, Schedule 40. 1. The Contractor shall provide and keep up to date and complete "as- 1.04 PRODUCT DELIVERY, STORAGE AND HANDLIDG built" record set of blue-line ozalid prints which shall be corrected 3. P.V.C. nipples shall be schedule 80 with molded threads. daily and show every change 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 frau 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 GATE "R veo 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 O N G A the basis for measurement and payment for work completed. These be replaced with new piping. drawings shall be available at all tines 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 13443 - 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 Use a separate sheet of paper for each item to be substituted. PREPARED BY: PREPARED FOR: 3. The Contractor shall make neat and legible notations on the as-built r. � LLAT` JAI y3 gam_ progress sheets daily as the work proceeds, showing the work as 2. Provide descriptive catalog literature, performance charts and flow CrTy KNo NMO `''' R.c.E, No. 2 387 actually installed. For example, should apiece of equipment be charts for each item to be substituted. installed in a location that does not match the plan, the Contractor MORSE CONSULTING GROUP DESIGN RECOMMEND[D must indicate that equipment has been relocated in a graphic manner so M�MORSE CONSULTING CROUP 3. Provide the amount of cost savings if the substituted iter is LYON A.I.C. "`'`"""'C��'"f�"�"'Vx"''V'�°'�'�"� as to match the original symbols as indicated in the irrigation approved. PWPLANNING •ENGINEERING LANDSCAPE ARCHITECTURE ~ 'O1 %AAD XM M6 �Avo, .e`&%&S �vW.c,uwu an.1s legend. The relocated equipment and dimensions will then be DRAWN ..� ,,,.,,,,,,,, ,w, .►,��, transferred to the City mylars at the proper time. 4. Approval of any item as a substitution or alternate is for desii�,n 4860 IRVINE BOULEVARD, SUITE A.LC.#201 �p JOB # 240-5.4 SP-1 OF 10 IRVINE,CALIFORNIA 92714-1299 Y& WILLIAMonly, based on information or samples provided by the Contractor. (714) 7347117 LYON IoMt Cr4ECxw O�IAWINO Nom. 8540 ARCHIBALD SUITE B RANCHO CUCAMONGA. CALIFORNIA 91770 A.I.C. I I �� •L. DATr 2'08 BALM`Ls(lhT PREVENTION C1taT5 B. Observation Schedule: D. Trenching and backfill Under Paving: 3. Identification tags shall be attached to each remote c A. Backflow reventor: designed too rate on a "reduced pressure" antral valve, p gra pe p principle; 1. Contractor shall be responsible for notifying 1. Trenches located under areas where paving, asphaltic concrete or showing number that corresponds with controller sequence. Tags shall Po Eying the Architect in advance ph be manufactured of polyurethane Behr Desopaid, yellow in color with equipped with gate valves and field test socks. for the following observation meetings, according to the tine concrete will be installed shall be backfilled with sand (a layer 6 black letters 2-3/4 inches by 2-1,/4 inches. indicated: inches below the pipe and 3 inches above the pipe) , and compacted in 4• All boxes shall be permanently marked on to designating t of F. hye strainers at backflow prevention units st,a11 be 1i5� class cast brass layers to 95$ compaction using manual or mechanical tamping devices. pe y p, c� g ype with 40 mesh :Hanel screen, toles oti�eniise noted on Orak:irg. a. Pre-job conference - 7 days Trenches for Y piping shall be compacted to equal the compaction of the equipment installed therein stenciled in 2" high black letters/numbers 2.09 AUIUmATIC oDmTnm1ER existing 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 TE74PORARY REPAIRS staticrz an A. Type: f�ixl ,d type indicated on Drawings,automatic operation, capable of operating the nuanber of c. Pressure supply line installation and testing - 48 hours place, cap, and pressure test all piping under paving prior to the 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 1. Wall grunt 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. hydraulic driving. Any cutting or breaking of sidewalks and/or responsibilities under the terms of the guarantee as herein specified. Aukossat.ic controller shall be mounted in electrical pedestal. e. Contmi wore installation - 48 hours concrete necessary shall be performed by the Contractor and paving 2.10 FOIDiE OQNlFgL VALVES f. Lateral line and sprinkler installation - 48 hours replaced as a part of the contract cost. Permission to cut or break 3.05 b10ISTURE SENSING EQUIPMENT sidewalks and/or concrete shall be obtained from the Architect. No A. Valve type: spring-loaded, packless diaphragm activated, normally closed g• Coverage test - 48 hours hydraulic driving will be permitted under asphaltic concrete paving. A. Locate in field as directed by Landscape Architect. type with plastic body, equipped with flow control and pressure regulation h. Final site review - 7 days 3. Coordinate installation of piping and wires tinder paved areas with B. Check the system to ensure that sensors are orerating correctly, not less capabilities where noted. General Contractor. than four times over a 30-day period. adjust or relocate moisture sensing 2. When observations have been conducted by other than the Architect, equipment as necessary. ccrrosB. valve solenoid: 24 volt a.c. 4.5 watt maximum, 500 milli-amp maximam surae, 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 i integral stainless steel construction, epoxy encapsulated to forma made. for future installation of water lines and wires, unless otherwise C. Any relocation of. ecuiprrent required shall be within 15 feet of oricdnvl single integral trait. 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 ccntroller. event the Contractor calls for a site visit without as-built drawings, E. Assemblies: 3.06 FIELD QUALITY CONTROL, without completing previously noted corrections, or without preparing 2.11 SMALL LSM SPRINKLER HEMS 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 dra will be scheduled until this charge has been paid and received. performance and to prevent as much as possible any overspray onto ��' 2. Install PID multiple assemblies in walks and roadways. No a is permitted on P plastic lines. Provide each Y spray Pe buildings. B. Beads 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 1. The Contractor shall operate each system in its entirety for the 3. Install all assemblies specified herein in accordance with res tive provide proper and more adequate coverage the Ccntractot shall make C. Nozzle shall rise a minimum of _ _ _ _ _. inches. g pe pertaining to such adjustments prior to Architect at time of final observation. Any items seemed not detail. In absence of detail drawings or specification F'eC planting. Adjustments may include changes D. Body shall be equipped with a built-in check valve. acceptable by the Architect, or not in compliance with these specific items required to complete work, perform such work in in nozzle sizes or degrees of arc, as required. specifications and drawings, shall be reworked to the complete accordance with best standard practice, with prior approval from Architect. 3. 2.12 RO►PARY SPRINKLER HEADS All sprinkler heads shall be set perpendicular to finished grades satisfaction of the Architect. unless otherwise designated on the plant; 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 noted. 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 recorsended by the pipe and fitting, manufacturer. B. Testing of Irrigation System: 1. Equipped with built-in check valve D. Physical Layout: 5. On P.V.C. to metal connections, the Contractor shall work the metal 1. Test all pressure lines under hydrostatic pressure of 150 pounds per connections first. Teflon tape or approved equal shall be used on all square inch, and prove watertight. B. Part circle heads shall have arc setting as noted. 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. planting areas shall be installed inside planting area whenever Light wrench pressure is all that is required. Where threaded P.V.C. 2. Testing of pressure main lines shall occur prior to installation of 2.13 SMALL SBRLIBB� SPRINKLER HEADS g g P electric control valves, quick couplers or any other ec,+tdr gent that possible. connections are required, use threaded P.V.C. adapters into which the might prevent a proper test frun being performed. A. rinklers shall be similar in all res pipe may be welded. Sp respects to type noted on drawing. 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, pop-up type body 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 pounds per square inch, and proved watertight, prior on drawing. 3. All layout shall be approved by Architect prior to installation. by local code. to paving. C. Body shall be equipped with abuilt-in check valve. 7. Quick 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 hardscape. develop, replace joints and repeat test until entire system is proven 2.14 MOISTURE SENSING EQUIPMENT watertight. A. General: 8. Backflow prevention unit and controllers: Verify exact location with the Owner's Representative. All hydrostatic tests shall be made only in the A. Provide model as shown on drawing for lawn and ground cover areas, as 5. Y y presence of the manufactured b r 1. All plastic pipe and fittings shall be installed in ccmp]etE• accord Architect, or other duly authorized representative of the Owner. No Y °�' with manufacturer instructions for same. F. Electrical Supply:uPP Y: pipe shall be corpletely backfilled until it has been inspected, 1. Provide lona voltage wires to each remote control valve controlled by outested and approved in writing. 2. If gasket type pipe and fitting are used, provide concrete thrust 1. 115 volt electrical service for aut �atic controllers shall be sensor' blocks at each change of direction and at terminal points of all provided for by others. 6. Furnish necessary force rubber gasket piping. Block in accord with ' ty pump and all other test eauipmuent. 2. Length of units shall be as noted on drawings. 9 P�P� 9• pipe manufacturer's instructions. 2. Electrical service for pumps shall be provided as noted on drawing. 7. When the sprinkler irrigation system is completed, perform a coverage 3. Unit shall be equipped with central bypass system. test in the presence of the Architect, to determine if the water 3. Line Clearanve: 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 BOXES 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 venter. 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 5. Provide a 12 inch expansion loop at each correction and directional 71►is test shall be accomplished before any yrouind cover is planted. system. change. p phase of work, entire system shall be tested C. Gate valve boxes shall be round plastic boxes with flex lock covers, CARSON Y8. and adjusted meet each recuirements. or approved equal. 2. Trench bottom shall be flat to ensure piping is supported continuously 6. Use a continuous wire between controller and resmote control valves. on an even grade. Except as otherwise approved, do not splice wire at any point. All 9. Low voltage wiring under pavirq shall be tester} for continuity, prior D. Remote control valve boxes shall be rectangular plastic boxes, CARSCN or approved splices shall be enclosed in an acceptable box. to paving. approved equal, with hinged covers with flex lack. 3. Where lines occur under paved areas, consider dimension to be below the subgrade. 7. Each controller shall be provided with separate ground wire. 3.07 MAINTE P1,.'CE 3.00_ EXECVrION G. Automatic Controller: 4. Provide minimum coverage as follows: A. The entire sprinkler irrigation system shall be under full automatic 3.01 SITE CONDITIONS operation for a period of seven days prior to any planting. a. Pressure supply lines (2-1/2 inches and smaller) : 18 inches 1. Install as per manufacturer's instructions. Remote control valves A. All scaled dimensions are approximate. The. Contractor shall check and shall be connected to controller in numerical sequence as shown on the B. The Architect reserves the right to waive or shorten the operation period. verify all size dimensions and., re-cei.ve Architect's approval prior to b. Pressure supply lines (3 inches and larger: 24 inches drawings. proceeding with work under this section. 2. Controller shall be mounted inside an electrical pedestal. 3.08 CLEANUP C. Non-pressure lines: 12 inches 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 Po g d. Control wire: 18 inches H. Flushing of System: and excess dirt shall be removed from the site, all walks and paving shall Contractor shall be responsible for damages to utilities which are caused be broomed or washed down and a damage sustained to the work of others by his operations or neglect. Check existing utilities drawings for 1. After all new sprinkler pipe lines and risers are in place and � � g existing utility locations. e. Road crossing sleeves: 24 inches P shall be repaired and work returned to its original condition. connected, all necessary diversion work has been completed, and prior 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 INSTRUCTIONS so there will be NO interference with utilities or other construction or and full head of water used to flush out the sy:fiEr... A. The Contractor shall be required to train Owner's maintenance personnel in difficulty in planting trees, shrubs, and ground covers. 1. Buried pipe in trenches shall be center loaded only until all recvlredproper operation of all major equipment. Provide written evidence of the tests are performed. Trenches shall be carefully backfilled, with the J.• 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 clods of earth or stones. Backfill shall be mechanically compacted in I. Sprinkler Heads: 3.02 PREPARATION landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent grades without 1. Install the sprinkler heads as designated on the � drawir�rs and in A. Water Supply: dips, sunken areas, humps or other surface irregularities. accordance with their respective detail. p 2. A fine granular material backfill will be initially placed on all 2. Spacing of heads shall not exceed the maximum indicated on the OATS PPA VES 1. The Owner will provide new meters. In no case shall the spacing exceed maxmuri recorarem lines. No foreign matter larger than 1/2 inch in size will be drawings.a '"g cd theiw CITY OF RANCHO CUCAMONGA 2. Sprinkler irrigation system shall be connected to water supply points permitted in the initial backfill. by file sttrnuidc"curer. of connection as indicated on the drawings. 3. Floodingof trenches will be permitted only with J. Valve Boxes: pe y approval of the 3. Connections shall be made at approximate lcc:atiors as shown on Architect. 1All buried valves and equipment shall be installed with a proper box. VICTORIA VINEYARDS NORTH . drawings. Contractor is responsible for minor changes caused by TRAILS - TRACT 13443 actual site conditions. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn or planting, or other construction are 2. Fill area under box with a minimum of 3 cubic feet of pea gravel necessary, the Contractor shall make all required adjustments without before box is installed. ma cost to the Owner. IRRIGATION SPECIFICATIONS PREPARED BY: PREPARED FOR: �� crPrPvA[Noiw[[w -=� R.C.N. No. 22397 or MORSE CONSULTING GROUP °�[�oN AEGOMMENO[O MORSE CONSULTING GROUP rLYON A.I.C. �. .�, . 1�, ��>b��s PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE �°• M°W^"°� .v,.. DRAWN ■tet m.�r�oriv rurwt�7 •N[R 4860 IRVINE BOULEVARD, SUrIE #201 romhang JOB # 240-54IRVINE,CALIFORNIA 92714-1299 ��� y�'ILLIAM LYON A•I•C• sP-?�;. 10(714) 730.7117 DRAWING NQ. 8540 ARCHIBALD SUITE 8 11-19-W C RANCHO CUCAMONGA, CALWORNIA 91730 .I.C. DAT8 t ' ✓ -L LANDSCAPE SPECIFICATIONS PLANTING LEGEND: 1. THE FOLLOWING ARE MINIMUM REQUIREMENTS AND SHALL GOVERN EXCEPT 12. ALL TREES SHALL BE PLANTED A MINIMUM OF T-0" FROM WALLS, BUILDINGS, TREES :' { 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 QUANTITIES 2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURMSHING 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. 27 ` LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN SPECIFIED. PEPPERMINT -a-T- 14. ALL SHRUBS SHALL .EQUAL OR SURPASS HINES NURSERIES SPECIFICATIONS FOR - �� 3. ALL SCALED DIMENSIONS ON DRAWINGS ARE APPROXIMATE. BEFORE SIZE & CONDITION. Q I� •FPROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK 0- �W ES EUCALYPTUS SIDEROXYLON RED IRON BARK 15 GAL. 24 * AND VERIFY ALL DIMENSIONS ON THE SITE AND DISCREPANCY BETWEEN THE 15. LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT BY - DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. CONTRACTOR PRIOR TO INSTALLATION. LI LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL. DARK PINK AS 4 Frd,C PI 0- EU - • . .. 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 90° NOTED ON PLAN WII�5S To ejE No GL05E� OF FINISHED GRADE. IF AN AREA TO BE LANDSCAPED IS NOT ACCEP'T'ABLE TYPICAL UNLESS SPECIFICALLY CALLED OUT. 7 I"N '51 OF ANY C1kcu L MON TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY IN WRITING, BOTH THE ATI'} GENERAL CONTRACTOR AND THE LANDSCAPE ARCHITECT'. 17. CONCRETE MOW STRIP FOR ALL SHRUB PLANTING AREAS SHALL BE CON- LS LIQUIDAMBAR STYRACIFLUA SWEET GUM 15 GAL. FALL COLOR 20 STRUCTED IN A CURVILINEAR MANNER WITH A MIN. RADIUS OF 3' TYPICAL. FIIJIe�tt 6aFlcel 5. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION, HIX 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" MATCHED STANDARDS 21 BOX AND DISPOSE OF ALL FOREIGN MATERIALS, DIET CLODS, AND ROCKS OVER OR FENCE PER DETAIL. 6' BRANCHING HT. ONE INCH IN DIAMETER WITHIN SIX INCHES OF THE SURFACE SO THAT, AFTER 0I�,METER or FCC 1�LL 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 .. IN TUB To p, TO DRAIN AWAY FROM WALKS. DRIVEWAY LOCATIONS. 0- 6. PE PINUS ELDARICA MONDELL PINE 15 GAL. 33 },1Gj f�LLEI� W1 BOR, S FINE GRADING: SURFACE SOIL IN LANDSCAPI'li AREAS SHALL BE RAKED 20, ALL VINES IN TURF AREAS SHALL BE INSTALLED IN CONCRETE VINE COLLARS SMOOTH. ALL ROCKY MATERIAL IN EXCESS OF ONE INCH IN DIAMETER SHOULD PER DETAIL. 24 BOX AND LARGER BE REMOVED TO A MINIMUM OF SIX INCH DEPTH. OR HIS SHRUBS : 21. MAINTENANCE SHALL BEGIN WHEN THE OWNER SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE & SPACING REMARKS 7. SOILS PREPARATION: THE FOLLOWING RECOMMENDATIONS, ARE FOR BID REPRESENTATIVE HAS ACCEPTED INSTALLATION OF THE WORK. MAINTENANCE QUANTITIES 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 HS HEMEROCALLIS SPP DAYLILY 1 GAL. @ 12" O/C YELLOW FLOWERS 1116 4 REPORT. CUCAMONGA. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, TO THE EXTENT FEASIBLE ALL AREAS TO BE LANDSCAPED SHOULD BE PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING CROSSRIPPED OR OTHERWISE TILLED TO A DEPTH OF 9 12 INCHES. 140 AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND o0 - �-----010`6- 15T oo3220--1-16 oogopHG HETEROPTERYS, GLABRA RED WING 5 GAL. @ S' O/C YELLOW FLOWERS 35 CROSSRIPPING SHALL BE UNDERTAKEN IN SLOPE AREAS OF 3:1 OR GREATER. UPKEEP. TW 13PAM: 000 00 IN ADDITION, ALL ROCKY MATERIAL IN EXCESS OF 1 INCH IN DIAMETER SHOULD �r BE REMOVED TO A MINIMUM 6 INCH DEPTH. FINAL APPROVAL AND ACCEPTANCE OF WORK .WILL BE GIVEN AT THE END OF MP MYOPORUM PARVIFOLIUM MYOPORUM 1 GAL. @ T O/C PINK FLOWERS 100 THE (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD ONLY WHEN 11th FOR TURF AND GROUNDCOVER PLANTING THE FOLLOWING AMENDMENTS 100 PERCENT GERMINATION AND PLANT ESTABLISHMENT IS OBTAINED. SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO CITY OF R.C. RESERVES THE OPTION TO EXTEND THE MAINTENANCE PERIOD BEYOND THE (180) ONE HUNDRED AND EIGHTY DAYS SPECIFIED IF IT '� PV PITTOSPORiJM TOBIRA VARIEGATED PITTOSPORUM 5 GAL. @ 5' 0/C 62 A 4 - 6 INCH DEPTH BY.MEANS OF ROTOTILLER OR EQUAL:, AMOUNT PER..1 000 S.F. IRED TO PROVIDE VARIEGATA L� 4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED IS DETERMINED THAT FURTHER MAINTENANCE IS REQU iC FROM REDWOOD FIR OR CEDAR SAWDUST COVERAGE REQUIRED. 15 LBS. 12-12-12 COMMERCIAL FERTILIZER " ''' '- RP RAPHIOLEPIS "PINKIE" INDIA HAWTHORN 1 GAL. @ T 0/C PINK FLOWERS 528 THE PLANTING PITS FOR CONTAINER GROWN TREES AND SHRUBS SHALL BE 22. 15 GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD OF ..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 F111I } OF THE ROOT BALL. ONSITE ROCK FREE SOILS SHOULD BE USED_ WITHOUT OF SIX MONTHS; GROUND COVER, TO THE COMPLETION OF MAINTENANCE. Nil 11111111111 RO ROSMARINUS'OFFICINALIS DWARF ROSEMARY 1 GAL @ T O/C 245 AMffiND1NG FOR BACKFILL TO THE DEPTH OF THE ROOTBALL. THE CK IL GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL BEGIN AT COMPLETION "PROSTRATUS" P'C{'FLA- HIX MIR FOR TJSE AROUND THE ROOT BALL SHOULD CONSIST OF THE FOLLOWING OF MAINTENANCE PERIOD. FORMULA: VR VERBENA RIGIDA ST. PAUL PINK 1 GAL @ T O/C BRIGHT PINK FLOWERS 65 2 X n jp%mErER of F4V6Tf!0%t,l. 6 PARTS BY VOLUME ONSITE SCREENED SOIL E.I.....'.. .. 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT 1 LB. 12-12-12 COMMERCIAL FERTILIZER PER CU. YD. OF MIX 23. TURF HYDROSEED MIX: XCC XYLOSMA CONGESTUM XYLOSMA 1 GAL @ 3' O/C 440 *ALL jvr�zr=6 IN TU;?f .ro �35 LBS. IRON SULFATE PER CU. YD. OF MIX SEED: 10 %MERITOKENTUCKY BLUE FESCUE "COMPACTA" puvcg�,C-I.u^90S 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 PLANTING AMMONIUM SULFATE SHOULD. BE APPLIED AT THE RATE OF S LBS M BINDER SOILS STABILEN'T' 60 GALLONS PER ACRE. VINES 15 GAL TREE PER' 1000 SQ. FT.' ON A ' MONTHLY BASIS. WHEN PLANTS HAVE BECOME WELL 150 -LBS /ACRE GRO-POWER HI-NITROGEN . 14-4-9 SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE REMARKS QUANTITIES RBTABLISHED, THE FREQUENCY OF FERTILIZER APPLICATIONS CAN BE PECRBASBD. 24. GROUNDCOVER HYDROSEED MIX: a . HYDROSEEDING EQUIPMENT SEED: LBS/AC. PURITY GERMINATION DB DISTICTUS BUCCINATORIA BLOOD RED TRUMPET VINE 5 GAL. REMOVE FROM STAKE be 16 GA'LANIA SPLENDENS 12 70 85 % FASTEN TO WALL GAILLARDIA PULCHELLA 3 85 USE ONLY EQUIPMENT WHICH HAS A BUILT-IN AGITATION SYSTEM AND WITH % 75 %AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND ALYSSUM 'CARPET OF SNOW' 2 95 % 80 % T FP' FICUS PUMILA CREEPING FIG , 5 GAL. REMOVE FROM STAKE 6c 57 HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 O'CONNORS LEGUME 1 98 % 85 % FASTEN TO WALL LBS.) OF ORGANIC MULCHING AMENDMENT, PLUS FERTILIZER ADDITIVES AND SOLIDS FOR EACH 100 GALLONS OF WATER. CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE M BINDER SOILS STABILENT 60 GALLONS PER ACRE. GROUNDCOVER : S. HYDROSEEDING 150 LBS /ACRE GRO-POWER HI-NITROGEN 14-4-9 • SYMBOL BOTANICAL NAME COMMON NAME SIZE REMARKS QUANTITIES A. APPLY TOTAL SPECIFIED QUANTITY OF SEED, FERTILIZER, AND FIBER MULCH. 25. LOCATIONS OF ALL SURFACE MOUNTED EQUIPMENT SUCH AS BACKFLOW - 8: BEGIN HYDROSEEDING IMMEDIATELY THAT SOILS HAVE BEEN PREPARED HYDROSEED MIX GROUNDCOVER SEE SPECIFICATIONS 18,941 S.F. AND WATERED AS SPECIFIED. PREVENTOR AND CONTROLLER SHALL BE APPROVED IN THE FIELD BY MATERIAL. C. MIX PROPORTIONS: PREPARE SLURRY MIXTURE AT THE SITE. MIX LANDSCAPE ARCHITECT AND SCREENED FROM VIEW WITH PLANT i COMPONENTS TO PROVIDE THE APPLICATION RATES SPECIFIED IN NOTES I'.: :;.••. �' t•' HYDROSEED MIX TURF -- SEE SPECIFICATIONS 15,029 S.F. 23 do 24. APPLY SLURRY PER LATEST ACCEPTED STANDARD PRACTICE • '• • �'' ' ' AND AS APPROVED. 26. Any trees within 3 feet of walls, walks, curbs or other potentially 10. ALL INSPECTIONS WILL BE MADE BY THE LANDSCAPE ARCHITECT OR • HIS root-damaged• hardscape shall be installed with root control REPRESENTATIVE. THE CONTRACTOR SHALL REQUEST INSPECTION AT LEAST containers. Prior to backfilling tree pits contractor shall have City ' i TWO WORKING DAYS (4e HOURS) IN ADVANCE OF THE TIME THE INSPECTION inspect deep root container installation. NOTA: QUANTITIES LISTED ARE FOR BID COMPARISON PURPOSES. IS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR HIS OWN TAKE-OFFS & 11. ALL TREES SHALL BE STAKED OR GUYED AS REFERENCED AND DETAILED ON 27 Al 1 trees are to be located: ten feet .from any light' standard, power INSTALLING ALL PLANT MATERIAL INDICATED ON THE PLANS THE WORKING DRAWINGS ACCORDING TO THE FOLLOWING SCHEDULE. S DAL. TR6Ese SINGLE STAKED PER DETAIL. pole, pr reinforced concrete box; five fest from any drive approach, IN THE CONFIGURATIONS SHOWN AND AT THE SPECIFIED 15 GAL. TREES: DOUBLE STAKED PER DETAIL. fire hydrant, or underground structure (e.g., catch basins, vaults); and SPACING 24" BOX OR LARGER TREE: GUYED PER DETAIL. three feet from any meter. OMITTED C O . O u� A %O 'Nv ._D ---- - - p - - COW, HOW .20 � \ _ DATE APPROVED -= :o CITY OF RANCHO CUCAMONGA CoNc. \/INE Cd_L,,o.R5 IN ALL �p Tib RF G1RE� ONL y SEE G `�I I � 0 0- VICTORIA VINEYARDS NORTH _ _ WOK •' _ TRAILS TRACT 13443 V e_ l� ' -- IZ x C��wt+-I of f�T�-11 _ _ 66N- ,Ll�N • • • • • LANDSCAPE DETAILS, LEGEND & SPECIFICATION .... _. �. - ///��� /^. PREPARED BY: PREPARED FOR: DAT: 4A ? � '►J1V�f,11` 1 J r t CAPPROVED rry ENO NRA KiloAW11-1( a.c.t. No. �Z `� r 2 x 19IANETES c' I�T���- I r IK DESIGN ��MORSE CONSULTING GROUP RE�MMENDECa y i MORSE CONSULTING GROUP P.T.B. M• .� . APE PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON > �' ��Y DRAWN „�K .�1I_t'All'RN1Q7,•1� r.WD(YJiI tHItT p Q SHRUBS @ WALK EPA@CUL DE SAC F 48W IRVINE BOULEVARD, SUriE #201 �/ IAM LYON ��o�rt ZCL�L ll 307117 JOB N0. 240-54 SP-3 10 IRVINE, CALIFORNIA 92714-1299 �j2 V�'I L L P.T.B. or (714) 7341117 U c►+ac.cKo � I L�✓ � oR.Awr+�.� NIC. 5540 ARCHIBALD SUITE B r', ,�$ I I CO�•Ir RANCHO CUCAMONGA, CALIFORNIA 91.730 J.S. OATS