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HomeMy WebLinkAbout1396-L DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL PLANS ConA Q " D� D THE WILLIAM LYON COMPANYyj 8540 ARCHIBALD , SUITE B RANCHO CUCAMONGA , CA. 91730 RANCHO CUCAMONGA , CALIFOR'NIA LANDSCAPE MAINTENANCE DISTRICT NO. . 2 VICINITY MAP GENERAL NOTES SHEET INDEX 1.. AN ENCROACHMENT. PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR To L- 1 C OV E R SHEET COMMENCING ANY WORK. 2. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE / STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L Z IRRIGATION PLAN RANCHO CUCAMONGA 3. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE CITY LIMITS . PROJECT SITE FURNISHED TO THE CITY INSPECTOR AND ALL SUCH RECOMMENDATIONS FROM SUCH A REPORT SHALL SUPERSEDE SOIL AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. CH FEY �. 4. UPON COMPLETION OF INSTALLATION, A MAINTENANCE PERIOD OF ONE HUNDRED AND L 3 IRRIGATION DETAILS & LEGEND EIGHTY (180) DAYS IS REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE II RE (0 L / CITY. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS L-4 IRRIGATION SPECIFICATIONS ti PA -- -- /l AS ARE NECESSARY FOR PROPER CARE AND UPKEEP MAINTENF_iCE ALSO INCLUDES ALL CHA REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION ' SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE. QQM'9ENQEMENT DATE FOR THE PROPOSID FOOTHIL FREEVJY COL G MAINTENANCE PRIOR SHALL BE APPROVED IN WRITING BY THE CITY INSPECTOR. MAINTENANCE PERIOD SHALL BE ADEQUATE TO VERIFY PLANT CHARACTERISTICS AND 5 IRRIGATION SPECIFICATIONS ESTABLISHMENT. -,HI U H L N U AV _ 5. ONE CONTROLLER CHART SHALL BE PROVIDED FOR EACH CONTROLLER. CONTROLLER CHART BASEL E ROAD SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW AND SHALL SHOW THE L 6 TREE VINE & GROUNDCOVER PLAN / ' S AREA COVERED BY THE AUTOMATIC CONTROLLER. THE CHART IS TO BE A REDUCED ! ! DRAWING OF THE ACTUAL AS-BUILT SYSTEM. HOWEVER, IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED, I^ SAALL BE ENLARGED TO 7 SHRUB PLANTING PLAN AN J PRI:!T, D A DIFF:LRENT COLOR SHALL BE USED TO SHOW THE AREA OF COVERAGE FUR w VF&)THILLBLVD. / �" /O A� EACH STATION. WHEN COMPLETED AND APPROVED BY THE PUBLIC WORKS INSPECTOR, THE O � BEINGCHART A MINIMUM OF HERMETICALLY20 MZLTHEICK. BETWEEN CHART SHALL BE MOUNTED PLASTIC, USINGEACH VELCRO L-8 PLANTING DETAILS & SPECIFICATIONS L11 Q ARRO HW C OR APPROVED EQUAL TYPE OF TAPE. THESE CHARTS MUST BE COMPLETED AND IN PLACE QLi / PRIOR TO FINAL ACCEPTANCE BY THE CITY. !Y —i Z Z Q Z W / Q 6. 811 WIDE X 611 DEEP CONCRETE MOWSTRIPS SHALL BE PROVIDED BETWEEN ALL } m W Y > SHRUB/GROUND COVER AREAS AND TURF AREAS. MOWSTRIPS SHALL ALSO BE PROVIDED UJ J > rW BENEATH METAL FENCING AND WHERE CITY MAINTAINED AREA�6 ARE ADJACENT TO ' PRIVATELY MAINTAINED AREAS. _ I 7. SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT \ — —_ CIT Y LIMIT' AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS SAMBERNARDINO FREEWAY I-10 CONSTRUCTION. _._.. 8. APPLICATION OF ANY CHEMICALS SHALL BE BY STAT:= LICENSED PERSONNEL. cr 1 1 1 1 9. ANY TREE WITHIN 5 FEET OF WALLS, WALKS, CT�:BS OR 01:tER POTENTIALLY ROOT- 0 . DAMAGED HARDSCAPE SHALL BE INSTALLED WITH ROOT CONTROL BARRIERS. PRIOR TO. 2 BACKFILLING TREE(S) PLANTINGS, CONTRACTOR SHALL HAVE CITY INSPECT ROOT BARRIER INSTALLATION. I30. NQ TREES SHALL BE PLANTED WITHIN 3 FEET OF CURBS. 11. ALL TREES ARE TO BE LOCATED TEN FEET FORM ANY STREET LIGHT, POWER POLE, OR REINFORCED CONCRETE BOX; FIVE FEET FROM ANY DRIVE APPROACH, FIRE HYDRANT, RESPONSIBILITY UNDERGROUND STRUCTURE (I.E., CATCH BASINS, VAULTS), AND SEWER LATERAL ORMAINTENANCE MAP CLEAN—OUT; AND THREE FEET FORM ANY WATER METER OR SEW_R LINE. CONSULTANTS 12. GRADING STANDARDS FOR CITY MAINTAINED AREAS SHALL r;:: • SIDEWALK MAXIMUM 8.3% • MAXIMUM SLOPES IN TURF AREAS 5:1 F �tl � j/� • MAXIMUM SLOPES IN GROUND COVER BETWEEN SIDEWALK AND CURB 4:1 • MAXIMUM SLOPES IN GROUND COVER AREAS BEHIND SIDEWALK 3:1 7 • MAXIMUM GRADE CROSSING 0 EQUESTRIAN TRAIL 2-4% j ' j GN GROUP, OUp' I C• I PRESENTSIre 1 13. THE CITY HAS EXTREMELY LOW WATER PRESSURE WHICH N1..4titi1�(; .4N1) I.A11�tiE 4N1'. .AR('NITt�;('Tl RF. UNIQUE PROBLEMS AND SOLUTIONS. THE DEVELOPER HAS ASSURED THE R 272$;LAS R MBI AS,SC'ITI.241 %W0,10N%IFJO,(4.92691 17141581-7516 CITY THAT A PUMP SHALL BE FURNISHED IF THIS IRRIeATION SYSTEM - HIGHLAND AVENUE AND DESIGN PRESSURE DOES NOT MATCH OR OPERATE IN THE FIELD. _ _ _ _ _ _ _ _ _ _ _ _ _ THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE CITY, '+ LANDSCAPE ARCHITECT AND DEVELOPER IMMEDIATELY. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR Al(O &N—MORSE CONSULTING GROUPw.. f 3 SHALL ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY --� Pf.4KNIlYC e F_1MCl1lEF.RI/VG o L.4ND_SCA.PE 1 1 Ido tr t5`4r _.v� � ' REVISIONS. ASSOCIATED IRRIGATION CONSULTANTS Ig I 14 _ l3 I 14. THIS PLAN IS CONNECTED TO EXISTING LANDSCAPE AND IRRIGATION. aesoRv>NEDouLVAJm �X11 1 12 2014 BEPULVEDA BLVD. LOS ANGELES CALIFORNIA iRWC CALEDWAA 9V14-12" PRIOR TO OTAREAIOCONDIOTION INSPECTION AND BOTH DOCUMENTATION (71<�»0711. Q ( OF THE EXISTING P00�6 TBL. N0.(Z13)477-064a FAX N0. (213) 477-2813 >I I CONTRACTOR AND CITY INSPECTOR. AT THIS POINT, NEW I 9 I CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE 19OF BOTH THE OF BOTH PRIORTO - ACCEPTANCE WITH FOLLOW AREA. INSPECTION I CITYy'S S ... DRiv — — - -- a Q /12W, , Ti aiLANDSCAPE QUANTITIES �LorssS l�lOCAMi14 I Y f A° 41 TURF : 21, 004 S.F. TOTAL SQ. FT. (CITY MAINTAINED) : 57,620 S.F. 0 C '�--• i � 3t e I �` Z n ► I c� 4z GROUND � S.F. COVER 1 .3 ACRES ::. � TOTAL ACRES AINTAINED • CES O I � (CITYM ) . 21 ' _ z-► 32 i � 1 �I 23 TOTAL TREES : — TOTAL SHRUBS : 1 GAL. t34�`2 Q' Q �e 4 15 GAL. 1 �8 A 3 CITY DATE�.�,/ DESCRIPTION F R VI I D E P N N I r-� DESC 0 0 E S 0 1 Lt_ II APPROVED I — b.ir 24 BOX 6 5 GA � ..... ?10 iLl I BOTANICAL NAME SIZE & SPACING QUANTITY T I i 24 -AMP CITY OF RANCHO CUCAMONGA Q j 3z 4� �I t Z BRACHYCHITON POPULNEUS 15 GAL 20' O.C. 7 w l O O I m 25 Y ' CINNAMOMUM CAMPHORA 15 GAL 30' 0.C. 7 >.r J EUCALYPTUS CLADOCALYX 15 GAL25' O.C. _25+- _ 1 .... - .r TRIANGULAR VICTORIA GROVES , .. EUCALYPTUS MACULATA 15 GAL 2 ' O.C. I 8 � TRACTT 14121 \ : ` : I EUCALYPTUS RUDIS 15 GAL 25' O.C. 8 �( TRIANGULAR COVER SHEET — � I " KOELREUTERIA BIPINNATA 24 , BOX 25' O.C. 6 f APPROVED BY DATE LAGERSTROEMIA INDICA 15 GAL 18' O.C./20' O.0 2� --�- - CITY ENGINEER f _ fl" RCE NO 4 3 0Pim T - , y DESIGN a RECOMMENDED ra!M `� - .- PINUS CANARIENSIS 15 GAL 15' O.C. 17 C.R.C. DESIGN GROUP, INC. 0c � naxxwcAMc4rinec�rsAr<cRrr�rsres DRAWN ,W1.,. 4VIM W .r.,-MWC,ww SHEET S_S L-1 � 8 * ,A s P NECKED '4 pay w c E No DRAWING NO. f0 of cl\ F P.T.B -ATE �L- SHEET NO.-z,�l OF , :/ 2 00W 8 2 NOTE: IRRIGATION SYSTEM DESIGNED TO PROVIDE W�3 2 MAXIMUM 'S' PER 6 DAY WEEK BETWEEN 4w_6_1W5 40 (L11 � W9 211 THE HOURS 9,00 P.M. — 5:00 A.M. W 11 4g 24 �9 /LSI 2 HIGHLAN 2 2 AVENUE NOTE: CONTACT CALSENSE REPRESENTATIVE AT — — — — — — - - - — — — - — — — — — — (714) 458- 0129 TO BE PRESENT WITH r �►11 " IA �� X11 tl Il�,p p �I ,� n ,� CITY INSPECTOR DURING INSTALLATION OF II � 3 t 1� CALSENSE CONTROLLER , MOISTURE ORS AND FLOW SENSORS . 'q Il � I I � � _, *+'•-"'-,_., r---}'.--.: .- •---'-. , e.-..r ..... . . .`,..-sa.s •••-.•.+•.s. �x,.._ i-t y .... '.'^^aF .,• -. _ +° s-_i `E - *F..•tr f �!,a+.- mow.—._ I � " •....-..--.,-.> +--..- -.-.-. - - - - - .�T-- -rLJ- � r7`Jfi� _ ✓"�',�' � _/ -,T ..-�`-- - - - -. ll�' - r� -`�'� �•� - - :C J' - CT`""'C' C`�" 3" ��q-v' U'�jyti �{ i•" • �,.- - . I - - �v ,x_ ,�c_ t i i1'6 S p , � I=- -� '( -, -� A, � ��' fv � , fW' n I n �h,_ "_ }'-�� � �'� `�lr �T �"-t �I .•cam i , n p � 1 , i + 1 f N h• f 1 n W25 4m it 2 rJ (�, HYDRAULIC CALCULATION " � 0 w1 ti ' } CALCULATIONS r i IP PRESSURE C f � P r I 1 A 18 W3 13 2 , I , a _ ,"� A'n 1 � 1 � �•+� '3� � I MATER PETER I S12f f L. w v 1 ii I W rL 10 ` ELEVATION �O.G• 490, 30 Y .433 . P.S.I W7 _ 4t� 2 (Lit + A I n ll n ll -O 40 REMOTE CONTROL VALVE W." SIZE 2 S� - � q 2 1 PAXIIRIM DEMMD 9�l 6.P.R. 1 ) Z 4 WIZ ELEVATION 1513. 50 'L1 �i J- • W PRESSURE • R.i..Y. r.S.I. �- !• >{ ZJ SIZE iTER t.5.1. Q I 1 2 Lu �11 WATER IETER 2. l QI R.P. BACXFLOV DEVICE 10 p _ 81 ro SII �vA�E� — 1Al'22 W�ti(a — H— -- - - INSTER VALVE J MAIN LINE LOSS ( 1 • 21 I RE?OTE CONTROL VALVE o LATERAL LINE 29 FITTINGS LOSS (10%) SEE VICTORIA GROVES I" 30 7 3 201 ELEVATION CMN9 t4 38 STREETSCAPE LANDS C PE ( I� TOTAL SYSTEM LOSSES PLANS (CITY DWG. #106-L) 2( 1—► FOR IRRIGATION IMPROVE- 40 41 Q q PRESSURE REQUIRED AT NEJ1D: MENTS IN THIS AREA. II I TOTAL PRESSURE REQUIRED: 28 W13 1 — STATIC PRESSURE AVAILAELE: co r;? ♦ I -- - — • 3 I �11 - � RESIDUAL PATER PRESSURE: CO.� I tl 1 q RESIDUAL PATER PRESSURE RfnUESTEO. Il U 1 22 w 1 � r�oTES10 4F N 39 - I No c.-2 P- • I -� 42 + _ TES , �F�T � w � P ,QU1F M 1� 1N Tf> FIE✓L D. Z 21 u �+ — Ill ' 1 27 32 5 _ ;r�' W GENERAL NOTES � I w� t� 23 IA 11 J 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY 38 _ r - J ( EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS < _ 43 SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) LL_ ' 2 ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE I"I WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO.L-3 L-4 L-5 2 cc 4 h_ 'hll 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET No. L-3 33 - Ih' WI6 BI I 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO 211 - 24 I" I 37 44 _ - BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- _ WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROLVALVES cl S. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT I z 1 LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING FLOW SENSOR 9 (ZG , V I(?fl �e1"i1 11 I �7� �" Q� '' A �` CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. MASTER VALVE I� X00 r , �5 .� Co '�V _ s v I 34 /� 3 45 Q it �• 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT PslI �1 I t1 I: ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. � ' - SEE VICTORIA VINEYARDS NORTH �SITE REVIEWSARE TOBECONDLICTEDWITHOUT THESE DRAWINGS. A WI 6 �1 I 1 - _ MILLIKEN AVENUE STREETSCAPE 8. AREAS-RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND II I 1 I Ii I VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACYOF SIZE 2" BACKFLOW — , 1 , ,, , I 5�o W18 12 W XI� LANDSCAPE PLANS (CITY DWG. AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD W�0 – �, c' w / ll2'' S5 W 17 '� �, #1 160-L) FOR IRRIGATION PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT PREVENTION ASSEMBLY II 1 I IIn1i - TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO ,l. IMPROVEMENTS IN THIS AREA. DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- - „ �l,v 3 C MENTS REQUIRED. L2 WATER METER Z � ,• J ,J1 • KE 4� s5 W 15 q y THE CITY HAS EXTREMELY LOW WATER PRESSURE WHICH PRESENTS UNIQUE . w19 - NyoNtl ( X v 1 PROBLEMS AND SOLUTIONS. THE DEVELOPER HAS ASSURED THE CITY THAT A � ! ¢ 'f� PUMP SHALL BE FURNISHED IF THIS IRRIGATION SYSTEM AND DESIGN PRESSURE Z •�/" - �jt �I I I''C DOES NOT MATCH OR OPERATE IN THE FIELD. THE CONTRACTOR IS RESPONSTOLE SEE VICTORIA GROVES VII LANDSCAPE PLANS II 11 \ (Pq / ' r — _ I — FOR NOTIFYING THE CITY, LANDSCAPE ARCHITECT AND DEVELOPER IMMEDIATELY. � � M 1 1 y I�X il� - 11f1_ IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION (CITY DWG. #1251-L) FOR IRRIGATION �' i V ItV �, SIX iy�' 1 11 tlYi III 1 II I �S fit, A I Il,p CONTRACTOR SMALL ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY IMPROVEMENTS IN THIS AREA. �/i f -4� 4— p ,, 1 '� �/t It II "{\ II REVISIONS. 1 11 (L► ,, g' , fllI I 4 1 I IN '. 10. THIS PLAN IS CONNECTED TO EXISTING LANDSCAPE AND IRRtOATtCIN. PRIOR TO ' NEW CONSTRUCTION A JOINT INSPECTION AND DOCUMENTATION OF THE EXISTING I AREA CONDITION SHALL OCCUR WITH BOTH NEW CONTRACTOR AND CITYcc SYSTEM DESIGN CRITERIA4` i INSPECTOR. AT THIS POINT, NEW CONSTRUCTION CONTRACTOR SHALL BE O �Ip �"" -- 1 11 I RESPONSIBLE FOR MAINTENANCE OF BOTH THE NEW AND EXISTING AREAS WITH Z -__- SCALE : 1 = 40 FOLLOW UP INSPECTION OF BOTH PRIOR TO CITY'S ACCEPTANCE OF NEW AREA. OZ DENOTES R.C.V.'S WITH 20 PSI. — Y c�N ,7� •SYSTEM DESIGN IS BASED ON 65 P.S.I.USING 3CD G.P.M. OPERATING PRESSURE 12' HEAD SPACING _ Q I t4//51___ io with Ziac/ ,•L�S�9Z bIE'I�{ HYDRAULIC GRADIENT — 1658 • PRESSURE DATA WAS OBTAINED FROM CUCAMONGA COUNTY WATER DESTRICT BY JOHN KNAPP ON 10-0-89 ,WHOSE PHONE NUMBER IS 714} 987- 2591 Q�� �''' DESCRIPTION OF REVISION DATE PPROVE ( KEY MAP • SEE SHEET L-3 FOR IRRIGATION DETAILS AND LEGEND J y �s •CONTRACTOR IS TO VERIFY THIS INFORMATION BEFORE INSTALLATION IF �' � � m CITY OF RANCHO C U C A M O N G A DATA VARIES FROM PREVIOUS INFORMATION. CONTRACTOR IS TO NOTIF`. _ _ _ „v,,� _ 77= OWNER FOR INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN F f i • SEE SHEET L-4 AND L-5 FOR IRRIGATION SPECIFICATIONS r �° CONTRACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHT OCCUR. f; VICTORIA GROVES '4 3 12 I ! �f4lE 0CALIF! oaN`P TRACT 14121 F AUTOMATIC CONTROLLER " W 21 j 2g - IRRIGATION PLAN 32 STATIONS I 22 f 28 31 6 PREPARED BY. PREPARED FOR: INDEPENDENT 115VI60CYC/2 AMP ELECTRIC CIRCUIT TO ! I 39 42 APPROVED BY - 9._. �DATE BE PROVIDED BY DEVELOPER I I �7 32 I 5 I ITY ENGINEER L R.C.E. NO. 2'2397 • 3 � 38 43 ` ' FiE�,UMMEN IED i L 26 33 DESIGN RjM EXACT LOCATION TO BE DETERMINED IN THE FIELD. I 24 25 I 3T 4¢ I 13 �� A.I.C. DESIGN GROUP, INC. DESIGN GROUP, INC. 34 LYONPLANMNG AND""SCkM"CRTrfC"M E IDRAWN ... �,,..�...,.��� . �...».�.,..». SHEE1 1 PLANNING AND LANDSCAPE ARCHITECTURE Xe WILLIAM LYON A.I.C. L-2 OF 8 ASSOCIATED IRRIGATION COJVSULTANT3 �� +. vias LAS RAMSLAs,suite zs•.MlssloN vIe]o.CA.fu>•I(7111 sa2.151L �` CHECKED DRAWING NO $340 ARCHIBALD SUITE S A.I.C. 2014 SEPULVEDA BLVD. L08 ANGELES CALIFORNIA ` _'�0'"— YRANCNO CUCAMONGA, CALIFORNIA 51730 DATE 90025 TEL,NO.(213)477-65213 FAX NO. (213) 477-2813' SHEET . LC)FLZ ELECTRICAL METER TO OIE COVIDEDONTRAC BY IRRIGATION cow- VER SAVE M I C.l CO CONTRACTOR IMKt1 *INIGATiON Ntr• COPITRACTCRi 6 TO PROVIDE KMISTT'FLI Sol IRI LII ENCLOSURE MYERS NO.MEUB-1`M WiTH MOUNTING BASE INSTALL A3 M 911,11111111.11111 • ANKE PIPE S/ PER MANUFACTURERS RECOMMEN- DATION SPECT/1[/K►Tlt NI1M 11' Ell11 !XII N PK Ott ASWM ELECTRICAL CONDIM TO SOURCE rK via MAIN 111022 DLRC VITT Totes TO BE PROVIDED BY DEVELOPER ~ RUISEA CAP - SUPPLY Wt RET NA"SCURt OR WALL TYPE CONTROL- O !MSS na 12 QCV'S INCLVDIOC ROSS AROscArtl�c ��OO'>CfETE��90X N 81 TW AIEEAS MSS R LER MOUNTEDNSME WO CONCRETE FOOTING-INSTALL S• SwIvELS. WITH 2-6' EXTENSIONS AND r IN SHRU' AREAS GENERAL LEGEND ENCLOSUFfE IN. ABOVE FINISH GRADE AND V iN LAM am -wAwTvw CONNECTORM S FINISH CRAM - INSTALL INEX � LOCKING COVER, BY AMETEK SLOPE CONCRETE AT 2%TO DRAIN I" IN KMT KS4 IItCTRit CONTROL rAlTt PLANTER SED ONLY IM M••IwR OR EQUAL.+.. _ rNISH GRADE CONTROL WIRE TO EACH R.C.V. r_ m GINE R 11 OF 14 I 1 ( 1 ODMMON WIRE TO ALL Rav's _ ^i - - ,, '" is •' WATER-PREF E><TEMStt� SYMBOLS DESCRIPTIONS MANUFACTURER b PART NO. REFERENCE I �J TROL WIRING(AWG } „ 1 PARR tt►MtS10R � - 1 CONNECTIONS -_ I - .AIHaO IO)( R P O.C. POINT OF CONNECTION SPECIFICATION a (MER. 2A• IORAf;) = - S PIPE:?AIMLESS STttL OtAMErERS _( DLAO RED 10 PIPE DIAMETERS �• •-- EXISTING PRESSURE SUPPLY LINES S! AMIE SLOK 1RAss Nv►u SCUV CLAMP =I 30 �- 21LVE N/NIION SAASS 10* ILL MINIMUM (3) PLACTS •--FLOW E��F--rlpl SRAss To S?REST ELL = 1 I 1 PRESSURE SUPPLY LINES&SIZE 2"& LRG CLASS 315 PV.C. SPECIFICATION n N1MtE � iusi ;o'PiTUET-Eii� ij`MIAR ;TAKE 1 �1 NON-PRESSURE LINES& SiZE SCHED�ILE 40, PVC. SPECIFICATION PIA1tiLI1E GERADf , S/nSWGATETE ° e (eeJ I( _-_ _= SLEEVES SCHEDULE 40 P.V.C. 31 BION M;_= LOW VOLTAGE WIRE CONDUIT SCHFD ILE 80 PVC. SPECIFICATION r -xN p rrc ItMIE =I • �ELECTRICAL TAPE-TAPE WI RiNG AT �.,.-�-_...._- ---- . .__._•_,�..,_--.��- -- -., *--Comm [ C0PPa11 YtRES e0omm" INTERVALS CIF me ac, i' NUL jt' W13 CONTROLLER SEQUENCE PEA dRAVEL „n p GALLONS PER MINUTE I. COMMON WIRE TO W MMTTE A CONTROL WIRE TO BE BLAGT NI COLOR UNLESS OTIMIDPWISE NOrM xN 40 PTC SaStT TEE PRESSURE SUPPLY LINE - I E. - o%CapO DRAIN Sures REMOTE CONTROL VALVE SIZE!. �PPtW ISE APPROVED. SMALL PPROV D MADE BETWEEN CIONTROLlER B REMOTE CONTROL HALVE !SALE:: II I: _ 6°' "[K UTOMATIC CONTROLLER CALSENSE 2000-32 DETAIL N0. I I. INSTALL 0111111 I MASES A WIN"OF it rRl>fl simuciUR[S eR NAAISt/ftn. RA t S. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL 2. INSTALL VALVES 11 PLANT KM WEY R! POSSIKt NEXT To SioE1PILAS. I ►uSSM SvPnT � � EMOTE CONTROL VALVES RAINBIRD EFA-CP- PFS SERIES DETAIL NO. 2 VALVES • AUTOMATIC SPRINKLER UNIT STATION CONNECTION-SEE IRRIGATION PLAN FOR I. PLACE rKSt ICE AT R(iMT MILES TO STRt[TtRtS a NMOStAPTNG. LSM[ FITTiNC -- ` CORRECT VALVE SEQUENCE FiM1tM: 2 COATS 1111141-616`16S IWAMWL VEIL G1lE�M f�01C iPEC% I• PLACE AGWGATt KIDS TO INSTALLATION OF VALVE Lot. ►REssuu SUrrtT ttllt ICK COUPLING VALVES RAINBIRD 33 DLRC DETAIL NO. 3 S. ATTACN 'MISTY* TALTt IKwTiFICATION TAG NITN APPROPRIATE CONiROLttR NO rAtrE N(POER , To CONTRA rime. Q RAC*LOW PREVENTION AMAELY FEBCO 825Y I�TAIL No. 9 TYPICAL ELECTRICAL METER AND CONTROLLER 2 REMOTE CONTROL VALVE WITH 3 QUICK COUPLING VALVE WITH METAL STAKE 4 TYPICAL FLOW SENSOR INSTALLATION © WATER METER BY DEVELOPER L•3 0#0 SCALE ASSEMBLY ;R a4 L-3 SHUT-OFF V.QLVE 81 UNION 1.•3 NO SCALE L_3 NO SCALE 0 MOtSTUPE SENSOR CAL SFHSE 1000 S DETAIL NO. 2 ELECTRICAL PEDESTAL MYERS MEUG-I-M-285 T , ® (WITH PERMANENT R.C.V.PIG TAIL 2>~PC WITH TELE- DE .AiL NO. I PHONE CABLE FOR FUTURE MODEM) ® MASTER HALVE arA HARDIE 102 ( N/0) DETAIL NO.4,5 FLOW SENSOR CALSENSE 240P- -=�•--�- PRESSURE SUPPLY LINES >>! SIZE SCHEDULE 40 PVC (II/2'IS SML) r SLOE WAL K,CUR•, SIDEWALK,CA". AOR A3 MORED ETC ETC. BUBBLER MEAD • • @ SPR►Nt{IER NOZZIi (INSTALL FLUSH W11W "x, ; • - �' - PMRDSCAPE ASNOTED .' .': M..1 -V BOOT AET • � .i.• n� (INSTALL 1/2"ABOVE •• FINTSH GRACE `J FINISH GRADE) ` r� STOtW�,CVRB,ETC. �s 1914 GRACE as •� •� ���' 7"_ ^ -SPI1tMxCtR NIOZZLE == PVC SCA.BO NIPPLE FINISH GRADE (LENGTH AS REQUIRED) / ie PVC SCA. DO NIPPLE 1 COMMOPVALVES 1 WIRE -PVC SEE OR ELBOW(INSRT) SIZE AS REQUIRED PVC SCH.40 STREET EL901W O CONI AL LINE PVC SON.40 ELBOW WIRES PVC TEE (SzSzT) OR ELBOW- 11 cALSErtsE Re PVC scH Be NIPPLE(St2E An SPRINKLER HEAD LEGEND 3 �• POP-UP aSStMBLr M TEE REOUIRED)IN FINAL POSITION SRSRT OR RCS" SHALL BE AT A (INSTALLED I-ABOVE 45 ANGLE +- WATER FLDW IN FINISH GRADE IN ELBOW SYMBOL AR RAD TRJ DESCRIPTION PSI GPM MFG. BODY I NOZ. REFERENCE OPEN AREAS OR AS SiC:N.40 PVC STREET ELIW NOTED) • 360 0' 0 FLOOD BUBBLER P/C 20 .50 RAINBIRD PA-80 1402 DETAIL NO. 6 O O M ►SFC SCH.40 STREET SCSI"OO PVC"tED PVC SON.40 STREET ELBOW O 90 8' 5 5° FLAT SHRUB HEAD 30 0.40 RAINBIRD SAM 1812 80-FLT DETAIL NO. 7 (LENGTH AS R MASTER FLOW WK-FLOW WATER SLB°"' r 180 8' 5 5° FLAT SHRUB HEAD 30 0.80 RAINBIRD SAM 1812 8H-FLT DETAIL NO. 7 VALVE SENSOR PREVEHTER METER !CN tvC STREET ELM" � 90 12' 30 UNDERSIZE SHRUB HEAD 30 0.65 RAINBIRD SAM 1812 120 DETAIL NO. 7 F-E1�A By r%t"rmv' LIRE TEFLON TAPE ON ALL THREADED. FITTIM"S NOTEI LATERAL LINE(SIZE AS NOTED ON DRAWINS) V 180 12' 30 UNDERSIZE SHRUB HEAD 30 1.30 RAINBIRD SAM 1812 12H DETAIL NO. 7 151 Z cl: ILf/�I� lu 1I II I. INSTALL HIM PLUS" WiTH TOP Of NAROSCAAT INTER11C SOFT •COMM, Z '� 2 K!. USE TEFLON TAP[ ON ALL TiIRtAOCD FITTINGS. NOTE = USE TEFLON TAPE ON ALL THREADED FITTINGS X 360° 12' 30 UNDERSIZE SHRUB HEAD 30 2.60 RAINBIRD SAM 1812 12F DETAIL NO. 7 90° 15' 30 STANDARD SHRUB HEAD 30 0.95 RAINBIRD SAM 1812 150 DETAIL NO. 7 TYPICAL CONTROLLER INSTALLATION WITH TYPICAL 8B M T TYPICAL SHRUB HEAD POP-UP ASSEMBLY 8 TYPICAL LAWN HEAD ASSEMBLY V 180° 15' 30 STANDARD SHRUB HEAD 30 1.85 RAINBIRD SAM 1812 15H DETAIL NO. 7 �.'3 FLOW SENSOR A MASTER VALVE: NO SCALE `•� 40 ic�.E a� L•3 NO SCA1f A-004-44 X 3600 15' 30 STANDARD SHRUB HEAD 30 3.70 RAINBIRD SAM 1812 15F DETAIL NO. 7 (1) 900 15' 30 STANDARD LAWN HEAD 30 0.95 RAINBIRD SAM 1806 f50 DETAIL NO. 8 0 1800 15' 30 STANDARD LAWN HEAD 30 1.85 RAINBIRD SAM 1806 15H DETAIL NO. 8 ® 3600 15' 30 STANDARD LAWN HEAD 30 3.70 RAINBIRD SAM 1806 15F DETAIL NO. 8 1E► 90° 84 5 50FLAT LAWN HEAD 30 .40 RAiNPIRD SAM 18n6 880 L DETAIL NO. 8 I. t(Iu1P+tHT t0 K r11SrAllEe At A MINIMUM Ot 14* fR011 AMT STRUCruIES OR 11ARDSCAPING. ^ 180° 8� 5 5'FLAT LAWN HFAr1 34 .8C FLAiNSIRD SAM 18'16 EL�H•FLT DETAIL NO. 8 2. ALL AIM GPM" ASSEMBLY $IMLL RECEIVE (2) COATS Of RED PRIMER AND (1) COAT Q 900 10' 30 UNDERSIZE SHRUB HEAD 20 .53 RAINBIRD SAM 1812 120 DETAIL NO. 7 (ItENION (NAPREL - COLOR AS SELECTED BY LANWA►t ARCHITECT. V Is0'' ID' 30 UNDERSIZE SHRUG HEAD 20 1.05 RAINBIRD SAM 1812 12H DETAIL N0. 7 I. "MEN 04 Nd1•STRVCTIA( 510(.lOt.IS NEXT TO A TARE (tR. lull. Iu1LOiNG, ETC.) pOUNT TEST COCKS ON OPEN OR f0° 8' FLAT LAWN HEADS 20 .50 RAINBIRD SAM 1806 880-FLT DETAIL NO. 8 .................- .t--IActtta PIEYENTOR Asst+atr 1800 8' FLAT LXIN HEADS 20 1.00 RAINBIRD SAM 1806 B8H-FLT DETAIL NOL 9 LINE SIZED BRASS PASS NIPPLE - TYiiCAL (4) PLACES r) 1800 10' 30 UNDERSIZE LAWN HEADS 20 .-1.05 RAINBIRD SAM 1806 12H DETAIL NO. • CATE VALVE ; ' GLASS SO' ELL - TYPICAL (2) PLACES Q 360iO 10' 30 UNDERSIZE LAWN HEADS 20 2.10 RAINBIRD SAM 1806 12F DETAIL NO. 8 m 90' 12' 30 STANDARD LAWN HEADS 20 .75 RAINBIRD SAM 1606 150 DETAIL NO. • -----: IRASS NIPPLE 160' 12' 30 STANDARD LAWN HEADS 20 1.50 RAINBIRD SAM 1806 ISH DETAIL NO. • PASS WYE! STRAINER VITN 10 1ESM iSRASS UN I O MOMEL SCREEN It 360° 12' 30 STANDARD LAWN HEADS 20 3.00 RAINBIRD SAM 1806 15F DETAIL N0. t 3 &"TWICK a jr YTDE CDICRETE PAO s (LENGTN VARIES PER MANUFACTURER) SLOPE TO DRAIN AT MINIMUM 2% Irim%mit 504416E FINIS" GRADE l CI (,RIP(ION F RE ,10� DATElilt PPR VE - BRASS NIPPLE • TTIPMAl , 11 I (2) PLACES ,. 12-=I2-RI r CONCRETE CITY OF R A N G r1 C, Q IIA O N G A s .--w-. C"vTiat THRUST ROCKS - TYPICAL `1 = REQU►IEO (2) PLACES r 40 PC WE A9A"m VICTORIA GROVES _ TT►ZEAL (2) PLACES LINE TO SYSTEMi TRACT 14121 t. OAS----► sIQ �a« ��?. Tf OF 'L�F�Q� BRASS 90• ELL - TYPICAL C", - - - PREPARED 6Y: PREPARED FOR: IRRIGATION DETAILS & LEGEND ( APPROVED BY DATE 4;./ 5 tiG ewA =l= 2 ITY ENGINEER R.C.E. NO. 2397 q REDUCED PRESSURE BACKFLOW DEVICE IG'N RJM 11F ` MMS NDLb A NO SCALE • RJ LYON DESIGN GROUP, INC. A.I.C. - DESIGN GROUP, INC. � rS.ANNn+c NSI ur�ecAPN ANc�Tnlz _W..�•..�._. PLANNING AND LANDSCAPE ARCHITECTURE XeWILLIAM A.LC, L-3OF 8 ASSOCIATED IRRIGATION CONSULTANTS - ` ' m1s LAs NAMNT.As.a,l r�n..MISSION VIEJO.CA.fZf11(7141 St2•TSIR LYON r�A�� y QED DRAWING NO 2014 SEPULVEDA BLVD. LOS ANGELES CALWgPNIA •940 ARCHiSALD SUITE 9 90026 TIL.NO.(215)477-8[146 FAX NO. (213) 477-4513 RANCHO CUCAMONGA• CALK*ORNiA 91750 A.I.C. DATE HED z,,LOF.Z2 IRRIGATION SPECIFICATIONS _ 1 . SCOPE 10 . ELECTRICAL (LOW VOLTAGE) 1 .01 Related Documents: General conditions and C. The Contractor shall make neat and legible C. Provide the amount of cost savings if the 10 .01 Connections between controller and remote control Supplementary Conditions apply to this section. notations on the as-built progress sheets daily as substituted item is approved. valves shall be made with direct burial AWG-UF, 600 1 .02 Work Included: The contractor shall supply material, the work proceeds, showing the work as actually D. Approval of any item as a substitution or volt wire, insulation thickness 3/64 inch, utilizing pipe, pipe fittings, automatic valves, wiring, and all installed. For example, should a piece of alternate is for design only, based on information low density high molecular weight polyethylene labor to install a fully automatic sprinkler system. equipment be installed in a location that does not or samples provided by the Contractor. insulation. match the plan, the Contractor must indicate that E. Contractor shall be responsible for the total 10 .02 Splices, where permitted, shall be waterproofed using 2 . QUALITY ASSURANCE & REQUIREMENTS equipment has been relocated in a graphic manner performance of such substitution to equal or Rain Bird, Pen-Tite Connectors or fusible heat 2 .01 Permits and Fees : The Contractor shall obtain and pay so as to match the original symbols as indicated surpass the original in every respect. shrinking tubing, and housed in a box. Boxes for other for any and all permits and all inspections as in the irrigation legend. The relocated equipment F. If the substitution proves to be unsatisfactory in irrigation use may be utilized for this purpose. required. and dimensions will then be transferred to the the opinion of the CITY REP. , Contractor shall 10 .03 Wire sizing shall be a minimum of #14 "UF" 600 volt 2 .02 Manufacturer' s Directions: Manufacturer' s directions original as-built plan at the proper time. remove such work and replace it with originally underground wiring, unless a shielded cable is used in and detailed drawings shall be followed in all cases D. Before the date of the final site review, the specified item ( including installation) as part of which case #18 wire may be used. Common wire to be where the manufacturers of articles used in this Contractor shall transfer all information from the the work of this section. white in color, and PILOT WIRES RED IN COLOR. contract furnish directions covering points not shown "as-built" prints to a PHOTO mylar or similar 5 .02 The CITY REP. shall have the sole responsibility for in the drawings and specifications. mylar material procured from the CITY REP. All accepting or rejecting any substituted item as an 11 . QUICK COUPLING VALVES 2 .03 Ordinances and Regulations: All local, municipal and work shall be in waterproof India ink and applied approved equal to equipment and materials listed on the 11 .01 Brass body, 150 pound class, with 3/4 inch female state laws, and rules and regulations governing or to the mylar by a technical pen made expressly for irrigation drawings and specifications. threads opening at base, permitting operation with a relating to any portion of this work are hereby use on mylar material. Such pen shall --.e similar special connecting device (coupler) designed for this incorporated into and made a part of these to those manufactured by Rapidograph, ueffel & 6. GUARANTEE purpose. specifications, and their provisions shall be carried Esser, or Faber Castell. The dimensio-s shall be 6 .01 The guarantee for the sprinkler irrigation system shall A. Coupler threads : lug type out by the contractor. Anything contained in these made so as to be easily readable even on the final be made in accordance with the following form. The B. Hinge cover: Provide with rubber-like vinyl cover. specifications shall not be construed to conflict with controller chart (see Section 1 .03-C) . The general conditions and supplementary conditions of any of the above rules and regulations or requirements original mylar "as-built" plan shall be submitted these specifications shall be filed with the Owner or 12. BACKFLOW PREVENTION UNITS - EXISTING of the same. However, when these specifications and to theCITYi99TGTOR. for approval prior to the making his representative prior to acceptance of the drawings call for or describe materials, workmanship, of controller chart. irrigation system. 13 . REMOTE CONTROL VALVES or construction of a better quality, higher standard, E. The Contractor shall dimension from two permanent 6 .02 A copy of the guarantee form shall be included in the 13 .01 Valve type: spring-loaded, packless ,diaphragm acti- or larger size than is required by the above rules and points of reference, building corners, sidewalk, operations and maintenance manual. vated, normally closed type with brass body, equipped regulations, the provisions of these specifications and or road intersections, etc. , the location of the 6 .03 The guarantee form shall be retyped onto the with flow control and pressure regulation capabilities drawings shall take precedence. following items: Contractor' s letterhead and contain the following when noted on drawing. 2 .04 Superintendent: 1 . Connection to existing water lines. information: 13 .02 Valve solenoid: 24 volt a.c. 4.5 watt maximum, 500 A. A superintendent satisfactory to the CITY's 2 . Connection to existing electrical power. milli-amp maximum surge, corrosion-proof, stainless Representative shall be present on the site at all 3 . Gate valves. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM steel construction, epoxy encapsulated to form a single times during progress of the work 4 . Routing and/or directional turns of sprinkler integral unit. B. The Superintendent shall not be changed except pressure lines (dimension max. 100 ' along We hereby guarantee that the sprinkler irrigation system we have 13 .03 Provide bleeder valve to permit operation in the field with the consent of the CITY'S Representative. routing) furnished nd installed is free from defects in materials and without power at the controller. C. The Superintendent shall be authorized to 5 . Sprinkler control valves. workmanship, and the work has been completed in accordance with represent the Contractor. 6 . Routing of control wiring. the drawings and specifications, ordinary wear and tear and 14 . SMALL LAWN SPRINKLER HEADS 2 .05 Explanation of Drawings: 7 . Quick coupling valves. unusual abuse or neglect excepted. We agree to repair or replace 14 .01 Sprinklers shall be similar in all respects to type A. Due to the scale of drawings, it is not possible 8 . Other related equipment as directed by the any defects in material or workmanship which may develop during noted in legend on drawing. to indicate all offsets, fittings, sleeves, etc. , CITY INSPECTOR_ the period of one year from the date of acceptance and also to 14.02 Heads shall have screw adjustments. which may be required. The contractor shall F. On or before the date of the final site review, repair or replace any damage resulting from the repairing or 14 .03 Nozzle shall rise a minimum of s inches. c�._zfully investigate the structural and finished the Contractor shall deliver the corrected and replacing of such defects at no additional cost to the Owner. We 14.04 Bo :_• shall be equipped with a built-in check valve. •:c,nditions affecting all of his work and plan his, completed sepias to the CITY REP. Delivery of shall make such repairs or replacements within a reasonable time, w-:Nrk accordingly, furnishing such fittings, etc. -, the sepias will not relieve the Contractor of the as determined by the CITY , after receipt of written notice. In 15 . SMALL SHRUBn EKY SPRINKLER HEADS as may be required to meet such conditions. responsibility of furnishing required information the event of our failure to make such repairs or replacements 15 .01 Sprinklers shall be similar in all respects to type Drawings, are generally diagrammatic and that may be omitted from the prints. within a reasonable time after receipt of written notice from noted on drawing. indicative of the work to be installed. The work 3 .03 Controller Charts: CITY , we authorize the CITY to proceed to have said repairs or 15 .02 Where noted, pop-up type body shall be used, with shall be installed in such a manner as to avoid A. As-built drawings shall be approved by the replacements made at our expense and we will pay the costs and height as noted in legend on drawing. conflicts between irrigation systems, planting and Architect before controller charts are prepared. charges therefore upon demand. 15 .03 When noted, body shall be equipped with a built-in architectural features. B. Provide one controller chart for each controller check valve. B. The word CITY REP/INSPT as used herein shall refer to supplied. PROJECT: the CITY'S authorized representative. C. The chart shall show the area controlled by the 16 . ROTARY SPRINKLER HEADS C. All work called for on the drawings by notes or automatic controller and shall be the maximum size CONTRACTOR: PHONE NO. : 16 .01 Type: gear driven, with pop-up sprinkler heads details shall be furnished and installed whether which the controller door will allow. A. Equipped with built-in check valve or not specifically mentioned in the D. The chart is to be a reduced drawing of the actual ADDRESS: BY: 16 .02 Part circle heads shall have arc setting as noted on specifications. If conflicts occur and the as-built system, of a maximum size that will fit drawing. contractor fails to clarify before bidding, the inside controller housing, double sided if interpretation shall rest with the architect. required for readability. 17 . VALVE BOXES D.- The Contractor shall not willfully install the E. The chart shall be a blackline print and a DATE OF ACCEPTANCE: BY: 17 .01 Valve boxes shall be CONCRETE WITH PLASTIC INTREGNATED LOCKING LIDS BY irrigation system as shown on the drawings when it different color shall be used to indicate the area CHRISTY resistant to weather, sunlight and chemical is obvious in the field that obstructions, grade of coverage for each station, using pastel or 7 . TEMPORARY REPAIRS action of soils. differences or discrepancies in area dimensions transparent colors. 7 .01 The CITY reserves the right to make temporary repairs 17 .02 Gate valve boxes shall be round CONCRETE boxes with flex exist that might not have been considered in F. When completed and approved, the chart shall be as necessary to keep the sprinkler system equipment in lock covers, CHRISTY or approved equal. engineering. Such obstructions or differences hermetically sealed between two pieces of plastic, operating condition. The exercise 'of this right by the 17 .03 Remote control valve boxes shall be rectangular CONCRETE should be brought to the attention of the CITY'S each piece being a minimum 20 mils. CITY shall not relieve the Contractor of his boxes, CHRISTY or approved equal, with hinged covers AND authorized representative. In the event this G. These charts shall be completed and approved prior responsibilities under the terms of the guarantee as with flex lock. notification is not performed, the irrigation to final acceptance of the irrigation system. herein specified. contractor shall assume full responsibility for 3 .04 Operation and Maintenance Manuals: 18. MOISTURE SENSING EQUIPMENT any revision necessary. A. Prepare and deliver to the CITYINSPFCTOR within 10 8 . MATERIALS 18 .01 Provide unit as shown on drawing, as manufactured by E. Work of this Section which is allied with the work calendar days prior to completion of construction, 8 .01 General: Use only new materials of brands and types Hydrovisor. of other trades shall be Coordinated as necessary. two hard cover binders with three rings containing noted on drawings, specified herein, or approved A. Provide low voltage wires to each remote control 2 .06 Underwriters Laboratories : Electrical wiring, the following information: equals. valve controlled by sensor. controls, and devices shall be U.L. listed, and so I . Index sheet stating Contractor' s address and B. At each sensor, provide a 3/4 inch x 12 inch labeled. telephone ndmber, list of equipment with name 9 . PIPE & FITTINGS p.v.c. pipe with a cap within 2 inches of sensor, and addresses of local manufacturer' s 9 .01 Pressure Main Line Piping and Fittings: SizesIV2inches set flush with finish grade, for future location 3 . SUBMITTALS representative. and smaller shall be Schedule 40 P.V.C. 2"AND LARGER SHALL BE CLASS 313 PVC. Of unit. 3 .01 Material List: 2 . Catalog and part sheets on every material and 9 .02 Non-pressure lines (buried) : Shall be P.V.C. 5Gr4, 4,0 A. The Contractor shall furnish the articles, equipment installed under this contract. 9 .03 All pipe and fittings shall conform to specific 19. SITE CONDITIONS equipment, materials, or processes specified by 3 . Guarantee statement. requirements as follows: 19 .01 All scaled dimensions are approximate. The Contractor name in the drawings and specifications. No 4 . Complete operating and maintenance instruc- A. P.V.C. (Solvent Weld) shall check and verify all size dimensions and receive substitution will be allowed without prior written tion on all major equipment. 1. Pipe: Manufactured from virgin polyvinyl CITYINSPECTOWS approval prior to proceeding with work acceptance by the CITY REPRESENTATIVE. B. In addition to the above mentioned maintenance chloride compound in accordance with ASTM D under this section. B. Complete material list shall be submitted prior to manuals, provide the CITY's maintenance personnel 1784 or ASTM D 2241 , cell classification 19.02 Exercise extreme care in excavating and working near performing any work. Material list shall include with instructions for major equipment and show I 12454B, hydrostatic design stress rating not existing utilities. Contractor shall be responsible the manufacturer, model number and description of evidence in writing to the CITYREP. at the less than 2 ,000 p.s. i. for damages to utilities which are caused by his all materials and equipment to be used. conclusion of the project that this service has 2 . Fittings (solvent weld or thread) : Standard operations or neglect. Check existing utilities C. Equipment or materials installed or furnished been rendered. weight, schedule 40 , side gated, injection drawings for existing utility locations. without prior approval of the CITY INSPECTOR may be 3 .05 Equipment to be Furnished: molded P.V.C. complying with ASTM D 1784 , 19.03 Coordinate installation of sprinkler irrigation rejected and the Contractor required to remove A. Supply as part of this contract the following cell classification 13454B, including threads materials including pipe, so there will be NO such materials from the site at his own expense. tools: when required. interference with utilities or other construction or D. Approval of any item, alternate or substitute 1 . Two keys for opening valve boxes. B. P.V.C. nipples shall be schedule 80 with molded difficulty in planting trees, shrubs, and ground indicates only that the product or products 2 . One quick-coupler key and matching hose thrc;;�Js. covers. apparently meet the requirements of the drawir:•_r-: swivel and globe valve for every five, or C. Al P.V.C. pipe must bear the following markings: 19 .04 The Contractor shall carefully check all graders to and specifications on the basis of the informs?tir.n fraction thereof, valves installed. 1. Manufacturer' s name satisfy himself that he may safely proceed bei.-,re or samples submitted. B. The above mentioned equipment shall be turned over 2 . Nominal pipe size starting work on the sprinkler irrigation system. E. Manufacturer' s warranties shall not relieve tha to the CITY at the conclusion of the project. 3 . Schedule or class Contractor of his liability under the guarantee. Before final acceptance can occur, evidence that 4 . Pressure rating in A.S.T. Such warranties shall only supplement the the CITY has received material must be shown to 5 . NSF (National Sanitation Foundation) approval z guarantee. the CITY REPR_SENTATIVE. 6 . Date of extrusion cc F. If equipment is as specified, no manufacturer II_ p descriptive catalogs are necessary in submittal. 4 . PRODUCT DELIVERY, STORAGE AND HANDLING SCALE: 1 - 40 Z 3 .02 Record and As-Built Drawings: 4 .01 Handling of P.V.C. Pipe and Fittings: The Contractor A. The Contractor shall provide and keep up to date is cautioned to exercise care in handling, loading, and complete "as-built" record set of blue-line unloading, and storing of P.V.C. pipe and fittings. ozalid prints which shall be corrected daily and All P.V.C. pipe shall be transported in a vehicle which show every change from the original drawings and allows the length of pipe to lie flat so as not to specifications and the exact "as-built" locations, subject it to undue bending or concentrated external sizes, and kinds of equipment. Prints for these load at any point. Any section of pipe that has been DESCRIPTION OF REVISION DATE PPROvE purposes may be obtained from the CITY at dented or damaged will be discarded and, if installed, �PNOSCAP�c cost. This set of drawings shall be kept on the shall be replaced with new piping. Muf'I"6 �,pCITY OF RANCHO CUCAMONGA site and shall be used only as a record set. 4 .02 When pipe is stored outdoors, it shall be covered to �y B. These drawings shall also serve as work progress protect it from sunlight. `') sheets and shall be the basis for measurement and payment for work completed. These drawings shall 5 . SUBSTITUTIONS r.o�. VICTORIA GROVES be available at all times for site reviews and 5 .01 If the Irrigation Contractor wishes to substitute any * TRACT 14121 shall be kept in a location designated by the equipment or materials for those equipment or materials CITYINSPECTOR. Should the record blueline as-built listed on the irrigation drawings and specifications, d'T tt,l• �P progress sheets not be available for review or not he may do so by providing the following information to qTf OF CAUEp�� up to date at the time of any site reviews (refer the CITY REP. for approval: IRRIGATION SPECIFICATIONS to Section 3 .02-B-3 - Observation Schedule) , it A. Provide a statement indicati.-n the reason for will be assumed no work has been completed and the making the substitution. 13Ge a separate sheet of PREPARED BY: PREPARED FOR: Contractor will be assessed the cost of that site paper for each item to be substituted. DATE � � � ��✓ visit at the current billing rate of the B. Provide descriptive catalog literature, perfor- APPROVED BY4. �"`""� 22397 CITY ENGINEER R.C.E. NO. Architect. No other inspections shall take place mance charts and flow charts for each item to be DESIGN kE�iMMENDE L) prior to payment of that assessment. substituted. D Tom/( RJM 1�J lvj A.I.C. DESIGN GROUP, INC. ET LYON PLANNING AND LAMWAM ARCHrrEC URE o DESIGN GROUP, INC• DRAW N ••,`"'•""",••",•'"�"°.`�'°`"�~"""�"" SHEET ,� XeWILLIAM - . PLANNING AND LANDSCAPE ARCHITECTURE LYON A.I.C. L-4 OF 8 ASSOCIATED IRRIGATION C014SULTANTS z72a5LAS RAMBLAS.SUITE 2N,MISSION VIEJO.CA.9201171415e2.7516 CHECKED DRAWING NO. 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA •540 ARCH19ALD SUITE S 90025 TEL NO.(213)477-8525 FAX NO. (2 13) 477-2813RANCHO CUCAMONGA, CALIFORNIA 91730 A.I.C. DATE 1396 -L i SHEETS 0F12 IRRIGATION SPECIFICATIONS (CONT.) 20 . PREPARATION 21 .05 Assemblies: 20 .01 Water Supply: A. Routing of sprinkler irrigation lines as indicated G. When the sprinkler irrigation system is completed, A. Sprinkler irrigation system shall be connected to on the drawings is diagrammatic. Install lines perform a coverage test in the presence of the water supply points of connection as indicated on (and various assemblies) in such a manner as to CITY REP. , to determine if the water coverage for the drawings. conform with the details per plans. planting areas is complete and adequate. Furnish B. Connections shall be made at approximate locations B. Install NO multiple assemblies in plastic lines. all materials and perform all work required to as shown on drawings. Contractor is responsible Provide each assembly with its own outlet. correct any inadequacies of coverage due to for minor changes caused by actual site C. Install all assemblies specified herein in deviations from plans, or where the system has conditions. accordance with respective detail . In absence of been willfully installed as indicated on the 20 .02 Observation Schedule: detail drawings or specification pertaining to drawings when it is obviously inadequate, without A. Contractor shall be responsible for notifying the specific items required to complete work, perform bringing this to the attention of the CITY INSPECTOR. CITYIVSPECTOR in advance for the following observation such work in accordance with best standard This test shall be accomplished before any ground meetings, according to the time indicated: practice, with prior approval from CITY INSPECTOR. cover is planted. 1 . Pre-job conference - 7 days D. P.V.C. pipe and fittings shall be thoroughly H. Upon completion of each phase of work, entire 2 . Backflow assembly location - 48 hours cleaned of dirt, dust and moisture before system shall be tested and adjusted to meet site 3 . Pressure supply line installation and testing installation. Installation and solvent welding requirements. - 48 hours methods shall be as recommended by the pipe and I. Low voltage wiring under paving shall be tested 4 . Automatic controller location - 48 hours fitting manufacturer. for continuity, prior to paving when over 50 feet. 5 . Control wire installation - 48 hours E. On P.V.C. to metal connections, the Contractor 6 . Lateral line and sprinkler installation - 48 shall work the metal connections first. Teflon 23 . MOISTURE SENSING EQUIPMENT hours tape or approved equal shall be used on all 23 .01 Locate in field as directed by manufacturer' s 7. Coverage test - 48 hours threaded P.V.C. to P.V.C. , and on all threaded representative AND CITY. 8 . Final site review - 7 days P.V.C. to metal joints. Light wrench pressure is 23 .02 Check the system to ensure that sensors are operating B. When observations have been conducted by other all that is required. Where threaded P.V.C. correctly, not less than four times over a 30-day than the CITYINSPt=CTOR show evidence in writing of connections are required, use threaded P.V.C. period. adjust or relocate moisture sensing equipment when and by whom these observations were made. adapters into which the pipe may be welded. as RFCOMMENDED BY MANUFACTURER AND CITY. C. No site observations will commence without as- F. All major equipment shay_ be verified for exact 23 .03 Any relocation o- equipment required shall be within 15 built drawings. In the event the Contractor calls location with the CITY'S Representative before feet of original location and shall be a part of the for a site visit without as-built drawings, installation. work of this Section. without completing previously noted corrections, G. Quick coupling valves : Unless otherwise indicated, or without preparing the system for said visit, :,e locate valves within 12 inches of hardscape. 24 . MAINTENANCE shall be responsible for reimbursing the ARCHITECT AND CITT 21 .06 Automatic Controller: Existing 24.01 The entire sprinkler irrigation system shall be under at his current billing rates per hour, portal to 21 .07 Flushingof System: p g y portal, (plus transportation costs) for y full automatic operation for a period of seven days inconvenience. No further site visits will be A. After all new sprinkler pipe lines and risers are prior to any planting. scheduled until this charge has been paid and in place and connected, all necessary diversion 24 .02 The C" reserves the right to waive or shorten received. work has been completed, and prior to installation the operation period. 20 .03 Final Observation Prior to Acceptance: of sprinkler heads, the control valves shall be A. The Contractor shall operate each system in its opened and full head of water used to flush out 25 . CLEANUP entirety for the CITY REP. at time of final the system. 25 .01 Clean-up shall be performed as each portion of the work observation. Any items deemed not acceptable by B. Sprinkler heads shall be installed only after progresses. Refuse and excess dirt shall be removed the CITY , or not in compliance with these flushing of the system has been accomplished to from the site, all walks and paving shall be broomed or specifications and drawings, shall be reworked to the complete satisfaction of the CITY INSPECTOR. washed down, and any damage sustained to the work of the complete satisfaction of the CITY INSPECTOR. 21 .08 Sprinkler Heads : others shall be repaired and work returned to its B. The Contractor shall show evidence to the A. Install the sprinkler heads as designated on the original condition. CITY INSPFCTOR that the CITY has receiv-: l all drawings and in accordance with their respective accessories, charts, record drawings, and detail. 26 . OPERATING INSTRUCTIONS equipment as required before final observation can B. Spacing of heads shall not exceed the maximum 26 .01 The Contractor shall be required to train CITY'S occur. indicated on the drawings. In no case shall the maintenance personnel in proper operation of all major 20 .04 Physical Layout: spacing exceed the maximum recommended by the equipment. Provide written evidence of the person or A. All piping or equipment shown diagrammatically on manufacturer. persons so trained to the CITY REPRESENTATIVE. Valve Boxes: drawings outside planting areas shall be installed . 21 .09 inside planting area whenever possible. A. All buried valves and equipment shall be installed B. Prior to installation, the Contractor shall stake with a propel box. out all pressure supply lines, routing and B. Fill area under box with a minimum of I cubic FOOT location of sprinkler heads. of 3/4 inch gravel before box is installed. C. All layout shall be approved by CITY REP. prior to C. Identification tags shall be attached to each END OF SECTION installation. INSTALL ALL VALVE BOXES IN SHRUB PLANTING AREAS ONLY remote control valve, showing number that UNLESS OTHERWISE APPROVED BY THE CITY INSPECTOR . corresponds with controller sequence. Tags shall 21 . INSTALLATION be manufactured of polyurethane Behr Desopaid,21 .01 General: yellow in color with black letters 2-3/4 inches by A. All plastic pipe and fittings shall be installed 2-1/4 inches. CHRISTY OR EQUAL . in complete accord with manufacturer instructions for same. 22 . FIELD QUALITY CONTROL B. Line Clearance: All lines shall have a minimum 22 .01 Adjustment of the System: clearance of 6 inches from each other and from A. The Contractor shall adjust all sprinkler heads lines of other trades. Parallel lines shall not and valves for optimum performance and to prevent be installed directly over one another. as much as possible any overspray onto walks and 21 .02 Trenching: roadways. No spray is permitted on buildings. A. Excavate trenches to required depths. Follow B. If it is determined that adjustments in the approved layout for each system. irrigation equipment will provide proper and more B. Trench bottom shall be flat to ensure piping is adequate coverage, the Contractor shall make such supported continuously on an even grade. adjustments prior to planting. Adjustments may C. Where lines occur under paved areas, consider include changes in nozzle sizes, trajectory of dimension to be below the subgrade. spray or degrees of arc, as required. D. Provide minimum coverage as follows: C. All sprinkler heads shall be set perpendicular to 1 . Pressure supply lines (2 inches and smaller) : finished grades unless otherwise designated on the 18 inches plans and at height and distance from walks, 2 . Non-pressure lines: 12 inches buildings, etc, a:= noted. 3 . Control wire: 18 inches 22 .02 The Contractor is responsible for protecting all 21 .03 Backfilling: existing landscaping. Any existing landscaping removed A. Buried pipe in trenches shall be center loaded shall be properly replaced, including any sod. only until all required tests are performed. 22 .03 Testing of Irrigation System: Trenches shall be carefully backfilled with the A. Test all pressure lines under hydrostatic pressure excavated materials approved for backfilling, of 150 pounds per square inch, and prove consisting of earth, loam, sandy clay, sand, or watertight FOR 6 HOURS. other approved materials, free from large clods of B. Testing of pressure main lines shall occur prior earth or stones. Backfill shall be mechanically to installation of electric control valves, quick compacted in landscaped areas to a dry density couplers or any other equipment that might prevent equal to adjacent undisturbed soil in planting a proper test from being performed. areas. Backfill will conform to adjacent grades C. All piping undey paved areas shall be tested under without dips, sunken areas, humps or other surface hydrostatic pressure of 150 pounds per square irregularities. inch, and proved watertight, prior to paving. B. A fine granular material backfill will be D. Sustain pressure in lines for not less than 6 initially placed -on all lines. No foreign matter hours. If leaks develop, replace joints and larger than 1/2 inch in size ,ilk be permitted in repeat test until entire system is proven the initial backfill. watertight. C. Flooding of trenches will be permitted only with E. All hydrostatic tests shall be made only in the approval of the CITY INSPECTOR. DO NOT WHEEL ROLL FOR COMPACTION. presence of the CITY IN9TCT0% or other duly D. If settlement occurs and subsequent adjustments in authorized representative of the CITI No pipe s pipe, valves, sprinkler heads , lawn or planting, shall be completely backfilled until it has beenII o or other construction are necessary, the inspected, tested and approved in writing SCALE: 1 = 40 Z Contractor shall make all required adjustments F. Furnish necessary force pump and all other test without cost to the Owner. equipment. 21 .04 Trenching and Backfill Under Paving: A. Trenches located under areas where paving, asphaltic concrete or concrete will be installed shall be backfilled with sand (a layer 6 inches below the pipe and 3 inches above the pipe) , and compacted in layers to 95% compaction using manual DESCRIPTION OF REVISION DATE PPROVE or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction CITY OF RANCHO C U CA M O N G A of the existing adjacent undisturbed soil and shall be left in a firm unyielding condition. All trenches shall be left flush with the adjoining 'r grade. The Sprinkler Irrigation Contractor shall VICTORIA GROVES set in place, cap, and pressure test all piping under paving prior to the paving work. * TRACT 14121 f �P r4lF OF CAUF�QN IRRIGATION SPECIFICATIONS C (CATIONS PREPARED BY: PREPARED FOR: DATE- APPROVED BY 22397 CITY ENGINEER R.C.E. NO. DESIGN RJMFSE I_vMME NL)ED R MA.I.C.CDEN GROUP, INC. "�wN6CArACHI ( RELYON SHEETDE IGN GROUP INC. DRAWNADIG' �ill �Jl L- 8 PLANNING AND LANDSCAPE ARC>EITfECTURE A.I.C. 5 �F ASSOCIATED IRRIGATION '�f�ep ��ie WILLIAM LYON CONSULTANTS►7 2'12tS LAS RAMSLAS,SUITE 255,MISSION VIEJO.CA.9201(71Q MZ-7516 2014 3EPULVEDA BLVD. L08 ANGELES CALIFORNIA DR a540 ARCNIeALD SUITE 1 CHECKED AWING NO. 90025 TEL.NO.(213)477-8526 FAX NO. (2 13) 477-2813' RANCHO CUCAMONOA. CALWOMMIA 91730 A.I.C. DATE SHEETI /_ OF1z CONCRETE MOWSTRIP, 8"X6"­ SEE DETAIL F, SHEET L-8. PI N I HIGHLAND AVENUE - n city of rancho cucamonga pRAWINaD j 7 1 1 1 1 1 W 1 1.1 1 1 &Z 1 11 '*j • 1 WA L $ IG ■ 15 ■ ■ . �G 18 14 13 T• �.� 2° SLOPE IZ ) DOUBLE STAKING 2 coz4t -rf en, GK-- ` 5 ^ /� 16" V.I.T. twist brace, flangq SCREWEO TO 2D '^� lodgepole pine stakes with gsiv. SCREWS .C/ ALL -MEEs IN -- T-JFLpr A4EF,&5 TO 1 ?" dia. kxdgepole pine stakes l]' long (2) with wood preservative stain, stake a minielum I�►VG A•FpOR- of 1Y into undisturbed soil and align stakes OROS,0(t I parallel to center lint of street. (use 12' ' I► ALr !sr?tistakes for Euc / D LL. 'jIi . N6 WMA wwsvi 19 20 0-c. ��(il � ( I ' gravel grade �/hJE GAG I rI G .. , • ' ti . . . Uj Deep root or equal control planter equal 110 where required or approved QZ z t L `LU $ greater free of rocks l" in dia. or Q 8 i TSE ROC► IIALL FERTILIZATION 20 - W1UGATF - - - `' GRO-POWER PLANTING TABLETS 01 29 TREE ROOT CONTROL BARRIER A SEE VICTORIA GROVES T i STREETSCAPE LANDSCP PE PLANS (CITY DWG. #10d3-L) 21 NOTES: FOR LANDSCAPE IMPROVE- MENTS IN THIS AREA. 40 41 SEE ENGINEERS GRADING PLAN FOR ALL PRECISE � GRADING INFORMATION. 28 _ 31 INTERIOR TRACT IMPROVEMENTS NOT IN CONTRACT (N.I.C.) 6 SEE'ENGINEER'S GRADING PLANS FOR LOCATION, o CONSTRUCTION AND QUANTITIES OF ALL WALLS. IQ LLI + 392 * INDICATES TREES REQUIRING DEEP ROOT PLANTER. 3:1 MAX. SLOPE + I— Cl SEE DETAIL A, THIS SHEET. ALL TREES PLANTED IN Z Z AREAS LESS THAN 10' IN WIDTH TO BE INSTALLED WITH O I 2 T 32 5 LU ROOT CONTROL BARRIERS. ADDITIONAL ROOT BARRIERS Y MAY BE REQUIRED PER DIRECTION OF LANDSCAPE cc 23 38 --� INSPECTOR BASED ON SITE CONDITIONS. 43 + � RlrrEwN61s wNCS MST , TYP SEE DEVIL E!, SIS 3:1 MAX. SLOPE SEE SHEET L-8 FOR TREE, VINE & GROUNDCOVER PLANTING LEGENDS, PLANTING DETAILS, AND LANDSCAPE 26 4 SPECIFICATIONS. 33 24 37 44 CONCRETE MOWSTRI 6"X6". SEE DETAIL D, SHEET L-8. w A �G + ( O U 2.`J z �\ ++4. 34 36 45 + { + + + 3:1 MAX. SLOPE I`I"� FS 6R �R-Its-� o SEE VICTORIA VINEYARDS NORTH MILLIKEN AVENUE N.►.C. . N1,N_F, TY f. QEF ISE R 11_ F STREETSCAPE LANDSCAPE PLANS (CITY DWG. #1160-L) 15)45ET L -8 FOR LANDSCAPE IMPROVEMENTS IN THIS AREA. VE 4FY OF ROU-FID R- ` 35 ON FINN ' ' kFNYO 46 5�5T rt-1 ' 1 ET`IT N �-rgs% �04Z 4 HYDROSEEDED TURF, TYPICAL. •- t+ + I IJ�T�L-L^50O 4 of SEE LANDSCAPE SPECIFICATIONS, SHEET L-8. +,+ o ++++4- h�\G It++ +tl ft + +7* . HYDROSEEDED GROUNDCOVER, SEE LANDSCAPE SPECIFICATIONS, SHEET L-8. - *+ cc + ++ SCALE: 111= 40 ` GAZANIA 'SUNRISE', TYPICAL. SEE GROUNDCOVER WAY 4`0411--VOW 7"V A LEGEND, SHEET L-8. I5ci _ — _ _ �� _ �tffA4CArX v/ N- 35-, It g6 . S �'Z�8�9Z diPt�l A SEE VICTORIA GROVES VII LANDSCAPE PLANS �6C� • r '�_.; , . DESCRIPTION OF REVISION I DATE ]APPROVED (CITY DWG. #1251-L) FOR LANDSCAPE KEY MAP ZG IMPROVEMENTS IN THIS AREA. +}� CITY OF RANCHO CUCAMONGA 1 6 1 Ila 5 14 1 8 VICTORIA 3 GROVES O E S � �2 -_4- �` TRACT 14121 I ( A4 PREPARED BY: PREPARED FOR: 150 40 TREE/VINE AND GROUNDCOVER PLAN 31 6 G> DATE 3) 42 t /��� i \ 27 5 >' �. :� APPROVED BY 43 ylCITY ENGINEER R.C.E. NO. 2397 Lx I 4 DESIGN RjN1 RECOMMENDED 25I 3 DESIGN GROUP, INC. P.T.B. ND i� i ���� • � ;� 4 RJM .:w. _ `�- -- ..• I45 , ► LYON . PLANW4G ALANDSCAPE ARCg0 ZCI71RE J DESIGN GROUP, INC. DRAWN SHEET PLANNING AND LANDSCAPE ARCHITECTURE - /�j� (/7nD J.R.C. L-6 B L 27M LAS RAMBLAS.SUrM 218.MISSION VIEJO.CA.9201(7L►St2.7516 v� e W I L L I A M LYON V \ `�F •f40 ARCNIRALD SUITE 1 CHECKED DRAWING NO. RANCHO CUCAMONGA. CALWORN1A 91730 P.T.B DATE SHEET NO�FzZ M F P ' z.3 FV 5 PF I2 pv 14 PF 23 XC, 17 FV 35 Ac- zal PV 2I Dv 8 PF HIGHLAND 147 34.5 AVENUE 12- yy T hr' nLkS,._ P` ... ' 17 Iq-12 p 18 14 13 Ir t 2 (5 (o&. 32 rvl 55 �P Q I� z > i Q 8 IV ,gT IT -E-- -- - 3 Fav 29 P 15 � - - 30 7 SEE VICTORIA GROVES 21 STREETSCAPE LANDSC PE o 40 41 PLANS (CITY DWG. #10 -L) 21 1 FOR LANDSCAPE IMPRO S E- 28 -_ — 3�0 Tc.l MENT IN THIS AREA. 31 6 22 i + 42 + . �- ZZ rwNOTES: Z z 5 Z Q O 27 � Z 32 W QUANTITIES SHOWN ARE THE �STIMA7�D NUMBER OF SHRUBS W Y TO BE PROVIDED BY CONTRACTOR. REFER TO SHRUB _ 23 Q 3 8 J LEGEND FOR SPECIFIED MINIMUM SPACING. SP�,G►N6 RAS Q - _1 43 - - — F'P�c�bENC�. OVER. QUAtCr'I'1"I�S INDI G�T�D X. —�LL 2­1rtOTl�'r LAND5c.APF_ APZ- l-rr_-c--r CAT r Fora Lu 15 S F-F, 1 NsPar--noN _ G3 , 2 r 4 r: ` 33 30 XG SEE SHEET L-8 FOR SHRUB PLANTING LEGEND, PLANTING 3? DETAILS & LANDSCAPE SPECIFICATIONS. 244 132 _ T i . 25 34 3 • 6 45 N.I.C. i SEE VICTORIA VINEYARDS NORTH MILLIKEN AVENUE . .. � STREETSC APE LANDSCAPE APEPLAN SC (CITY DWG. #1160_ L pV FOR LANDSCAPE IMPROVEMENTS IN THIS AREA. 26 29 35 KEN 46 45A , { 30VP _ �58� 25rW �! V �P G 5 _ 42 XG Z 7 t�-� o SCALE: 1 40 Z q312 ry 14t Xc ,1 �/ _ 14VOft// PGArr;vd r . meati ,£ � w y-f ccs y,q+ 218 0 XG 3 vP SEE VICTORIA GROVES VII LANDSCAPE PLANS 1 G-3 12-P p ,,, - DESCRIPTION OF REVISION DATE PPROVE ' CITY DWG. #1251-L) FOR LANDSCAPE KEY M N IMPROVEMENTS IN THIS AREA. 2.g�y�( CITY OF RANCHO CUCAM o GA 2q v s 16 15 _ j I VICTORIA GROVES 4 �3 �2 '° TRACT 14121 j 7 -=- \�$ SHRUB PLANTING PLAN �° 41 PREPARED BY: PREPARED FOR: n I 31 b 39 42 j APPROVED BY ATE 1 Tr 32 I 43 I 5 �I ITY ENGINEER R.C.E. NO. 22397 23 � 4 " DESiGN - kL uUMME NDE Li � i L 35RJ M 24 37 j a R JM P.T.B. DESIGN GROUP, INC. i LYON L = _ / 2 DESIGN GROUP, INC. DRAWN SHEET _ ' 441 NNING AND LANDSCAPE � J.R.C. L-7 T PLA ARCHITECTURE �/& WILLIAM LYON �F x,? .. - Z7265LAS RAMRLAS.SUITE250.MISSION VIFJO.CA.12611(711)562.7511 CHECKEDDRAWING NO. •340 ARCH1eALD SUITE t — ----------J RANCHO CUCAMONGA. CALIFORNIA 11130 P.T.B � 39�p -L DATE SHEET NO. Z6 OF _/Z 3, PLANT LEGEND dw TREES xarE: t1���Dep SURF CaNT=7-1 �` 4 SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE & SPACING REMARKS QUANTITY RITTEt�il� Q�LI�z� pR ��tdpF�1� c To Ir�s>��-t_IrJET c�u� �s r 3 rtI I"akillt �R GOM PI.ET 11�1SI-1-I�TT�ri SDI 11M To FI1 5-t�1DflU 1. 3 2 svvir qp FRo�ED1.1RE5, • NT-f. FF-1 t"S 6Ra55Wr1(!q=5 . O BP BRACHYCHITON POPULNEUS BOTTLE TREE 15 GAL 20' O.C. 7 IN�+aUa _ �Ke S RAKED ELEVATION O CC CINNAMOMUM CAMPHORA CAMPHOR TREE 15 GAL 30' O.C. 7 INTO L1PPQ2 O EC EUCALYPTUS CLADOCALYX SUGAR GYM 5 GAL 25' O.C. 34 oR FWD Gfi40 MA�..1. � • . � . Cd�1R`��1 �� �8#/ic�SF TRIANGULAR 97 1fNSlort VWM o '6RAYEl. Ra�•DE�+SE CSA!-VANIZGA,S4W 6 d F a O EM EUCALYPTUS MACULATA SPOTTED GUM 5 GAL 20' 0.C. 18 o Cq'1 PPGTE D `�-`15'J, (`�1MILr.R 1 _111y„�fdAf,(AS cxn/h uHlc 8..� J�••� .:C �o; To�SI-iTo GLr6 6 ID `- ) Iul N'� Et{�56�� NT pO ER EUCALYPTUS RUDIS DESERT GUM 5 GAL 25'1O GULAR 8 TYMeAL -* 5°•�IP6Pt�1-T y , ( I nA v►cp&j�arl WTT 11�►561P^-50 1�5M-•T, TEI`Is^P- IGIaQ-nWpSCIr4srAi.L 5 KB KOELREUTERIA BIPINNATA CHINESE FLAME TREE 24" BOX 25' O.C. RED-ORANGE FLOWERS 6 'p w<,a r,'•le' _ HasE TLhIS 9S-I �tJD RaSoK E PEFz-Nk 01`5 TU RERI S F-r o - -�-P,uvc Y&1v1NLAeL•E TtIf�deN: MEr1�'IcH5) LI LAGERSTROEMIA INDICA CRAPE MYTRLE 15 GAL 18' O.C./20' O.C. LAVENDER & DARK PINK 1�0• T1Plo+t l-hRG(i l�y'joT.lS w1 2 DRI FTi.fa�t7 DW v� 1=�V`�Tl Iii SLJ tD� putt AS NOTED ON PLAN 27 p'ND M°'+ N6�N I +I,c.�a q?,�q� PC PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL 2eo.C. 17 -31"12 co) j PLAN VIEW 36" BOX TREE G S5RI� �T LEGEND: SHRUBS 1. WALL. 2. FINISH GRADE. SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE & SPACING REMARKS QUANTITY 3. EYEBOLTS: SECURE VINE TO WALL WITH 5/8- DIA. EYEBOLTS IN LEAD SHIELDS INTO 1/2• DRILL HOLES 4. 12 GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN'S TAPE. AA AGAPANTHUS AFRICANUS LILY-OF-THE-NILE 1 GAL @ 18" O.C. BLUE FLOWERS 1770 5. EYEBOLTS FOR FUTURE USE. 'QUEEN ANNE' 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER 80 0�o'o�a oo PF P HO T I N I A FRA S E R I P HOT I N I A 5 GAL @ 6 ' O.C. 42 FROM SE. DO NOT CRACK R001 BAIL. 0 0 0 2. PLACE GROW-DOWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION PURPOSES JIN 6 ATTACHMENT l PV PITTOSPORUM VARIEGATA VARIEGATED PITTOSPORUM 5 GAL @ 6 ' O.C. 7 . -- - - - - PROVIDE SCORE JOINTS AT 10'-0' O.C. AND 3/3' SITLMINOUS FELT EXPANSION JOINTS AT 20'-0' O.C. PW PITTOSPORUM 'WHEELERI ' DWARF PITTOSPORUM 5 GAL @ 4 ' O.C. 235 I IN LAW" RP RAPHIOLEPIS INDICA 'PINKIE' INDIA HAWTHORN 5 GAL @ 3 ' O.C. PINK FLOWERS If-L<o a' IN PLAXT $ED ' COi+CRETE 1W CURR -i<RAOTUS EXPOSED [MES BERN TO FORM DEPRESSED FINTSM PER PLAN SAT GRADE WATERING LEVEL BASIN a' IEVEI AT SWIE CROSSINGINGS)) TJ TRACHELOSPERMUM JASMINOIDES STAR JASMINE I GAL @ 18" O.C. WHITE FLOWERS Iw73 FINISH! GRADE GROW-POWER 7 GRAM TABLETS VP VERBENA PERUVIANA 'ST. PAUL PINK' 1 GAL @ 3 ' O.C. BRIGHT PINK FLOWE 126 17 1 GALLON 2-3 TABLETS XC XYLOSMA CONGESTUM 'COMPACTA' . XYLOSMA 1 GAL @ 5 ' O.C. 'GROW-POWER" PLANT TABS PER - • 13 RE-SAR CONTTNUOU7S ' - MAxufacTUREa's RECOMENDATIONS (UNLESS Otx£RW1Sf INSTRUCTED) 5 GALLON 6-9 9 TABLET S ( ;' .", '~.�' ' DV DODONAEA VISCOSA 'PURPUREA' HOPSEED BUSH 5 GAL. @ 6' O.C.' 45 _ , BACKFILL MIX PER SPECIFICATIONS 15 GALLON 1 2-1 5 TABLETS CONTAINER PLANT ROOT BAIL PLANT PIT TO BE (2) TIMES THE FOR EACH CALIPER MEASURED VINES WIDTH OF THE ROOT BALL i 12•' BELOW THE BOTTOM OF THE ROOT 14" ABOVE SOIL LEVEL USE BALL SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE & SPACING REMARKS QUAN'T'ITY NATIVE SOIL 3-4 TABLETS. INSTALL PER MANUFACTURERS FP FICUS PUMILA CREEPING FIG •5 GAL. @ 20' O.C. 63 RECOMMENDATIONS. Q JP JASMINUM POLVANTFTUM JASMINE 5 GAL @ 20' O.C. WHITE FLOWERS 19 B SHRUB FIMOW CURB (BETWEEN TURF AND GROUND COVER) H GROW-POWER TABLETS _ GROUNDCOVER LANDSCAPE SPECIFICATIONS 10. ALL INSPECTIONS WILL BE MADE BY THE CITY INSPECTOR OF THE SYMBOL KEY BOTANICAL NAME COMMON NAME CITY OF RANCHO CUCAMONGA. THE CONTRACTOR SHALL REQUEST INSPECTION 1 . THE FOLLOWING ARE MINIMUM REQUIREMENTS AND SHALL GOVERN EXCEPT AT LEAST TWO WORKING DAYS (48 HOURS) IN ADVANCE OF THE AS EXCEEDED BY REQUIREMENTS OF OTHER CONTRACT DOCUMENTS AND/OR TIME THE INSPECTION IS REQUIRED. GAZANIA ' SUNRISE' GAZANIA FLATS 8" O.C. 13 X20 S. F. BUILDING LAWS. 11 . ALL TREES SHALL BE STAKED OR GUYED AS REFERENCED AND DETAILED ON O O O O 5 P�' THE WORKING DRAWINGS ACCORDING TO THE FOLLOWING SCHEDULE: ® HYDROSEED MIX GROUNDCOVER - O 2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURNISHING OF ALL LABOR SEE SPECIFICATIONS •22,486 S. F. &Te�L4PMATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE O , O > LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN SPECIFIED. ' 15 GAL & 24' BX TREES: DOUBLE STAKED PER DETAIL 6A`, ill £t E. HYDROSEED MIX TURF SEE SPECIFICATIONS 21,624 S.F. O �^ G 3. ALL SCALED DIMENSIONS ON DRAWINGS ARE APPROXIMATE. BEFORE 12. ALL TREES SHALL BE PLANTED A MINIMUM OF 3'-0" FROM WALLS, BUILDINGS, fp MOLD � PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK I AND VERIFY ALL DIMENSIONS ON THE SITE, AND DISCREPANCY BETWEEN THE AND GROUND COVER BEDS WHERE POSSIBLE. TREES TO BE PLANTED IN SMALL AREAS SHALL BE CENTERED IN PLANTING AREA. \ DRAWINGS AND/OR SPECIFICATIONS AND f,CTUAL CONDITIONS. 4. AREA TO BE LANDSCAPED IS TO BE GRADED, BY OTHERS, TO WITHIN .10 FOOT 13. ALL TREES SHALL EQUAL OR SURPASS "VALLEY CREST" STANDARDS FOR SIZE O = OF FINISHED GRADE. IF t, AREA TO BE LANDSCAPED IS NOT ACCEPTABLE AND QUALITY. ALL BOXED TREES TO BE TAGGED BY LANDSCAPE ARCHITECT. G I�B C7jl�y 0-0- TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY, IN WRITING, BOTH THE 14. ALL SHRUBS AND GROUND COVER SHALL EQUAL OR SURPASS "HINES NURSERY" L N GENERAL CONTRACTOR AND THE CITY INSPECTOR. STANDARDS FOR SIZE AND QUALITY. 5. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION, MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE 15. CITY INSPECTOR SHALL APPROVE PLANT MATERIAL PLACEMENT BY CSN GI ICK AND DISPOSE OF ALL FQREIGN MATERIALS, DIRT CLODS, AND ROCKS OVER CONTRACTOR PRIOR TO INSTALLATION. -- ONE INCH IN DIAMETER WITHIN SIX INCHES OF THE SURFACE, SO THAT, 16 ALL SHRUB PLANTING AREAS SHALL INTERSECT HARDSCAPE AREAS AT 90' AFTER CONDITIONING AND PLANTING, THE GRADE IS ONE INCH BELOW WALKS, SLOPED TO DRAIN AWAY FROM WALKS. TYPICAL UNLESS SPECIFICALLY CALLED OUT. �1��-• 17. ALL SHRUB PLANTING AREAS SHALL BE CONSTRUCTED IN A CURVILINEAR 6. FINE GRAD MG: SURFACE SOIL IN LANDSCAPED AREAS SHALL BE RAKED , I SMOOTH. ALL ROCKY MATERIAL IN EXCESS OF #)NE INCH IN DIAMETER SHOULD MANNER WITH A MINIMUM RADIUS OF 3 TYPICAL. MI BE REMOVED TO A MINIMUM OF SIX INCH DEPTH. 148. ALL VINES SHALL BE REMOVED FROM THEIR STAKES AND TRAINED ON WALL / 7. SOILS PREPARATION: THE FOLLOWING RECOMMENDATIONS ARE FOR BID OR FENCE PER DETAIL. COMPARISON PURPOSES ONLY. FINAL SOIL AMENDMENTS AND FERTILIZER FOR ALL PLANTING AREAS SHALL BE AS RECOMMENDED IN THE LATEST SOILS 19. ALL STREET TREES SHALL BE ADJUSTED TO FIT WITH FINAL STREET LIGHT REPORT. AND DRIVEWAY LOCATIONS. TO THE EXTENT FEASIBLE, ALL AREAS TO BE LANDSCAPED SHOULD BE 20. ALL VINES IN TURF AREAS SHALL BE INSTALLED IN CONCRETE VINE COLLARS C SHRUB SPACING CROSSRIPPED OR OTHERWISE TILLED TO A DEPTH OF 9 - 12 INCHES. NO PER DETAIL. CROSSRIPPING SHALL BE UNDERTAKEN IN SLOPE AREAS OF 3:1 OR GREATER. 21 . MAINTENANCE SHALL BEGIN WHEN THE CITY REPRESENTATIVE HAS IN ADDITION, ALL ROCKY MATERIAL IN EXCESS OF 1 INCH IN DIAMETER SHOULD BE REMOVED TO A•MINIMUM 6 INCH DEPTH. ACCEPTED INSTALLATION OF THE WORK. MAINTENANCE SHALL CONTINUE FOR A PERIOD OF (180) ONE HUNDRED AND EIGHTY DAYS AND SHALL FOR TURF AND GROUNDCOVER PLANTING, THE FOLLOWING AMENDMEWTS TERMINATE UPON ACCEPTANCE BY THE CITY OF RANCHO CUCAMONGA. SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, A 4 - 6 INCH DEPTH BY MEANS OF ROTOTILLER OR EQUAL: AMOUNT PER RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING 1 ,000 S.F. AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. 4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED FROM REDWOOD, FIR OR CEDAR SAWDUST. FINAL APPROVAL AND ACCEPTANCE OF WORK WILL BE GIVEN AT THE END OF F RLHS. 12-12-12 COMMERCIAL FERTILIZER THE (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD ONLY WHEN 15 100 PERCENT GERMINATION AND PLANT ESTABLISHMENT IS OBTAINED. T !'OR CONTAINER GROWN TREES AND SHRUBS SHALL BE CITY OF RANCHO CUCAMONGA RESERVES THE OPTION TO EXTEND THE MAIN- HE PLANTING PITS _ ' TENANCE PERIOD BEYOND THE (1 80) ONE HUNDRED AND EIGHTY DAYS �� AG -�i%F ��i v� E f f NYCL%SEF: - �• 1�✓E /z� l4 ��,�� PROVIDE SCORE JOINTS AT 10'-O' O.C. AND 3/e' IITLP4140US FELT ExPoSION'JOINTS EXCAVATED TWICE THE DIAMETER AND ONE AND ONE-HALF TIMES THE DEPTH I SPECFIED, IF IT IS DETERMINED THAT FURTHER MAINTENANCE IS AT 20'-0" O.C. OF THE ROOT BALL. ONSITE ROCK FREE SOILS SHOULD BE USED WITHOUT SPECIFIED, RED TO ESTABLISH PLANT MATERIALS. AMENDING FOR BACKFILL TO THE DEPTH OF THE ROOTBALL. THE BACKFILL 1' IN LAWN MIX FOR USE AROUND THE ROOT BALL SHOULD CONSIST OF THE FOLLOWING FORMULA:(FOR BID PURPOSES ONLY) 22. 15 GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD OF a• IN PIAMT tE0 CONCRETE TOY CURL -�RADTUS EXPOSfO f(�GES ONE YEAR; TREES, SHRUBS AND VINES LESS THAN 15 GALLON, FOR A PERIOD TWD FINISH PER PIAN (INSTALL AT GRADE 3 PARTS BY VOLUME ONSITE SCREENED SOIL OF SIX MONTHS; GROUND COVER, TO THE COMPLETION OF MAINTENANCE. / �_ DESCRIPTION OF REVISION DATE APPROV. �• GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL BEGIN AT COMPLETION LEVEL AT SUALE CR(7SSINGS) 1 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT OF MAINTENANCE PERIOD. / CITY OF RANCHO CUCAMONGA 1 LB. 12-12-12 COMMERCIAL FERTILIZER PER CU. YD. OF MIX �\ FINISH GRADE THE POSTPLANT MAINTENANCE SHALL CONSIST PRIMARILY OF A NITROGEN 23. TURF HYDROSEED IKIX: ONLY FERTILIZER PROGRAM. BEGINNING APPROXIMATELY 30 DAYS AFTER SEED: 45 45$%% REBEL II APACHE FESCUE SCUEUE �. !'P' = �� I{ i • h /3 RE-W CONTINUOUS PLANTING AMMONIUM SULFATE SHOULD BE APPLIED AT THE RATE OF 5 LBS. 10% NEWPORT BLUEGRASS 1 /`"'�O \• f� (UNLESS OTHERWISE INSTRUCTED) PER 1 ,000 SQ. FT. ON A MONTHLY BASIS. WHEN PLANTS HAVE BECOME AT APPLICATION RATE 10 LBS. PER 1,000 SQ FT. VICTORIA GROVES ( r{ IIJ WELL ESTABLISHED, THEE FREQUENCY OF FERTILIZER APPLICATIONS CAN BE CELLULOSE FIBER MULCH 1,5MO LBS. PER ACRE. ., DECREASED. N BINDER SOILS STABILENT 6'0 GALLONS PER ACRE. TRACT 14121 150 LBS ACRE GRO POWER HI=NITROGEN 14-4-9 arc CALIF��'�V S. HYDROSEEDING EQUIPMENT USE ONLY EQUIPMENT WHICH HAS A BUILT-IN AGITATION SYSTEM AND WITH 24. GROUNDCOVER HYDROSEED MIST: AN OPE&ATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMO- SEED: LBS/AC. PURITY GERMINATION PLANT LEGEND, DETAILS & SPECIFICATIONS GENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 LBS. ) GAZANIA SPLENDENS 15 708 858 GAILLARDIA PULCHELLA 3 858 758 OF ORGANIC MULCHING AMENDMENT, PLUS FERTILIZER ADDITIVES ANDD ALLYSSUM CARPET OF SNOW TE 2 958 808 � SOLIDS FOR EACH 100 GALLONS OF WATER. _ APPROVED BY 22.397 9. HYDROSEEDING �M� 06 LST �` Z3 CITY ENGINEER '` R.C.E. NO. 25. LOCATIONS OF ALL SURFACE MOUNTED EQUIPMENT SUCH AS BACKFLOW DESIGN r"�ECOMMEN )ED A. APPLY TOTAL SPECIFIED QUANTITY OF SEED, FERTILIZER, AND FIBER PREVENTOR AND CONTROLLER SHALL BE APPROVED IN THE FIELD BY RJ _ D MOW CURB (BETWEEN PRIVATE AND CITY AREAS LANDSCAPE ARCHITECT, AND SCREENED FROM VIEW WITH PLANT MATERIAL. P.T.B. DESIGN GROUP, INC. MULCH. ' B. BEGIN HYDROSEEDING IMMEDIATELY THAT SOILS HAVE BEEN PREPARED 26. ANY TREES WITHIN 5 FEET OF WALLS, WALKS, CURBS OR OTHER POTENTIALLY rW nN I NCAND LLM M.WSW"VIM, CTUR[ AND WATERED AS SPECIFIED. DRAWN i"K'�'`5`"'"""'�'"�"''"S4O"`luo.c.ri�l ROOT-DAMAGED HARDSCAPE SHALL BE INSTALLED WITH ROOT CONTROL SHEET C. MIX PROPORTIONS: PREPARE SLURRY MIXTURE AT THE SITE. MIX CONTAINERS. PRIOR TO BACKFILLING, TREE PITS CONTRACTOR SHALL HAVEQ Q COMPONENTS TO PROVIDE THE APPLICATION RATES SPECIFIED IN NOTES CITY INSPECT DEEP ROOT CONTAINER INSTALLATION. J'R'�' L y-OF 23 b 24. APPLY SLURRY PER LATEST ACCEPTED STANDARD PRACTICE CHECKED DRAWING NO. AND AS APPROVED. 27. ALL TREES ARE TO BE LOCATED: TEN FEET FROM ANY LIGHT STANDARD, POWER POLE, OR REINFORCED CONCRETE BOX; FIVE FEET FROM ANY DRIVE P.T.B. ?9 - APPROACH, FIRE HYDRANT, OR UNDERGROUND STRUCTURE (E.G. , CATCH AT /J BASINS, VAULTS) ; AND THREE FEET FROM ANY METER. SHEET, NO.�OF /z