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HomeMy WebLinkAbout1612-L Lam_ � I I I ! L ANDS CAP [- ARCHITECTURAL PLA ! `T� CITATION HOMES 0 A Cj 1j 0____ _m, __ N1_ I I I 19600 FAIRCHILD RD . SUITE 270 TRACT 15797 15797- 1 RANCHO CUCAMONGA IRVINE , CALIFORNIA 92715 714-250-6600 714-250-6656 fax L. M . D . ARAr 2 Vi ISI y �� � GENERAL NOTES I SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. WOODRUFF 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. WAY HIGHLAND AV. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD PROJECT SITE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. KENYON SHEET NO. TITLE 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY 19 TH ST. WAY DAMAGE INSURANCE AS REQUIRED BY LAW. L-1 TITLE SHEET VICTORIA 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT PARK 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-2 to L-5 IRRIGATION PLANS ! 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL BASELINE AV. RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L-6 IRRIGATION / PLANTING DETAILS > 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS Q Q HAVE BEEN APPROVED BY THE CITY ENGINEER. ZL.Lj8- SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT L-7 IRRIGATION SPECIFICATIONS LLJ w WIDE FLAT AREA AT THE TOE OF SLOPE. = U RANCHO CUCAMONGA 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-8 to L-11 PLANTING PLANS j FOOTHILL AV. o ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE Q OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW L-12 PLANTING SPECIFICATIONS GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER Y COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. L-13 PASEO WALKWAY t DETAILS J 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 10 FW`Yj 1 1• CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: * BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS VICINITY I �� I tom/ M * BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS Y I I BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS NTS. 13 MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. �f ���T E �� . �� E �� E j P V E� L T Y nv 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: r, nn'' C T nn� f� n f (�' __ * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. O ! V L A V T S R E F E R E V C E D R A, 1,/V V G * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. LANDSCAPE ARCHITECT: FRANK RADMACHER ASSOCIATES, INC. WOODRUF : PLACE : 1242 * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 14841 YORBA ST. SUITE 204 KENYON WAY : TUST IN, CA e2750 ! THIS PROJECT IS CONNECTED TO OR WILL DISRUPT AN EXISTING CITY-MAINTAINED LANDSCAPE (714) 532-1714 AND IRRIGATION AREA. PRIOR TO ANY NEW CONSTRUCTION, A JOINT INSPECTION AND DOCUMENTATION OF THE EXISTING AREA'S CONDITION SHALL OCCUR WITH BOTH THE CIVIL ENGINEER: AEI-CASC ENGINEERING i41G} 4LAND AVENUE CONTRACTOR, CITY INSPECTOR AND A CITY MAINTENANCE REPRESENTATIVE. AT THIS POINT, 93-7 SOUTH VIA LATA SUITE SOO THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE COLTON, CA X2324 --a - EXISTING LANDSCAPE AS SO DOCUMENTED. THE DEVELOPER SHALL ASSUME MAINTENANCE (gOg) '1S3_3(o3(p RESPONSIBILITY FOR THE ALTERED LANDSCAPE AREA FOR A MINIMUM OF 90 DAYS AFTER RECONSTRUCTION A FOLLOW-UP INSPECTION OF BOTH AREAS IS REQUIRED PRIOR TO THE ELECTRICAL ENGINEER: LISS ENGINEERING CITY'S ACCEPTANCE OF THE NEW AREA. THE EXISTING IRRIGATION SYSTEM SHALL BE 2862-4 WALNUT AVE. RELOCATED AS NEEDED AND ANY DAMAGED LANDSCAPING REPLACED TO THE SATISFACTION TUSTIN CA 9280 OF THE CITY ENGINEER. AT NO POINT IS THE CONSTRUCTION CONTRACTOR ALLOWED ACCESS (714) -130_0222 I TO THE EXISTING IRRIGATION CONTROLLER WITHOUT A REPRESENTATIVE OF THE CITY BEING PRESENT. FRANK RADMACHER ASSOCIATES HEREBY CERTIFIES THAT THE DESIGN, DETAILS, CUCA AND SPECIFICATIONS AS REPRESENTED HEREIN MEET PROFESSIONAL LANDSCAPE ARCHITECTURTAL STANDARDS. FRANK RADMACHER ASSOCIATES CANNOT GUARANTEE '77 � THE CONSTRUCTION, INSTALLATION, OR MAINTENENCE OF IMPROVEMENTS 45 DESIGNED COT AND/OR AND/OR SPECIFIED HEREIN AND DISCLAIMS ANY FUTURE LIABILITY RESULTING IN PERSONAL INJURY AND/OR PROPERTY DAMAGE RESULTING FROM DEVIATIONS. 1 MISC. PLANTING/IRRIGATION PER CITY ! 7/1/98 i CRY Q� — - DESCRIPTION OF REVISION DATE APPROVED ! o CITY OF RANCHO CUCAMONGA 65,000 TOTAL SF-. OF NON-TURF LANDSCAPE AREAS 5,320 TOTAL S F. TURF THEcou VICTORIA COMMUNITY 86-10 TOTAL S.F. HARDSCAPE AREA (INCLUDING WALKS) (EXCLUDES GREEN BELT) U ►� TRACT 15797, 15797-1 RANCHO CUCAMONGA $ TOTAL S.F. TRAIL AREA (IF APPLICA5LE) NORTH I - --- - -18,'300 TOTAL S.F. OF ALL AREAS /! ' Underground Service Alert F 2 2 11 1.8 TOTAL ACRES -- - - - ��� �RND$CAPF �� �N PLAN PREPARED BY: RE. ""MEti�EC' $ TOTAL L.F. OF TRAIL FENCING \�� FFronk-W. rye RFRANK ADMACHER CALL TOLL FREE — -- ---� ASSOCIATES, INC. F - _ $ TOTAL L.F. OF CITY MAINTAINED WALL I ! 1-800-422-4133 * � ! Landscape Architects $ TOTAL L.F. OF CITY MAINTAINED FENCE F ! L-1 13 77:--- -- --- � PHONE (714) 832-1774 FAX (714) 832-6721 14841 YorDe Street, Suite 204 Tustin, CA 92aB0 - -— - TWO WORKING DAYS BEFORE YOU DIG F C k"`F DATEFILE NO _ ' e PROJECT SHEEP NO. 9 OF l STAND ALONE CONTROLLER WITH ANTENNA TO SPRINKLER - ANGLE PIPE TOSPECIFIED DEPTH WITH 45' EELS 1410WL AND lam ANT + ANTENNA PORT SCH 40 PVC MALE AISnPTOR EPDXY FILLED LOCATED a SCH 80 PVC UNION �, -SNAP-TIT[' WATERPROOF lti OUTSIDE OF BOX c CONNECTORS OR EQUAL INSIALAATION/LOCATION COAXIAL CABLE Z BRASS OR PVC NIPPLE I t;t nt t t t ELECTRIC CONTROL VALVE PFR CiTr AND CAl$E N$E tt,i ttttll2tt L•.: YT Z (QEF.)Cam,W.M.Leo. 2. I q €€ rgtft2; m g r PLAsnc VALVE Elox (17'x 12-) RE PRE SENTATWE tl n;i 22, u2ljiL tilt CAL SE NSE CONTROLLER 2 €I€'^I` MOOEI NO PER PIANS MARKED 'IRRIGATION RCN' /-/ L/C ' S POINT-OF-CONNECTION - 2" WATER itta l ;€iii - MAKE POINT OF CONNECTION IMMEDIATELY DOWN STREAM OF NEW :;2Ht21!t;u21ttt22 2 Z ETCHED OR EQUAL) DOMESTIC POTABLE WATER METER TO BE PROVIDED BY CCWD. METER (Exl�(OC ) IN THIS AREA. ""'" I tt1 5 o AND VA WITH CONTROLLER •"� COORDINATED AND PAID FOR BY THE DEVEOLPER. EXTEND NEW TYPE'K' HYDRAULIC GRAD. - (16Ci8 FEET �t m (` Z Cx < AND VALVE SEQUENCE T STATIC PRESS . G4 P. S . I . +ao VOLT DUPLEX --► CAI SENSE HARNESS � 6- MIN COPPER PIPE(OR AS PER LOCAL CODE)AND INSTALL A REDUCED - OUTLET ICFcn m < r� FINISH GRADE PRESSURE BACKFLOW PREVENTER(TYPE AND SIZE PER PLAN)WITHIN AN MAX. DEMAND - 3A G. P .M. MAI20� 1) + ACCEII.0OF - - MAI rn nccu'14 of ENCLOSURE lSpyP�C 50AL-) WRI ANDMASIMON SIDEWALK ` Ej,E4.AT W.M. _(5f0'. E1TcV, AT I-11. ldn. _1Gi12'. WIHIinNUMA$1GR:TLOW =111 SENSOR VALVE WIRE>S Z -III __:i MOISTURE SENSOR •^� WHERE • FIELD WIPES N I�II I It=I � REQUIRED (ae� g 1 g3 P�5 � war � ►/� �• (J 8) r - II PIC TAIL EXPANSION LOOP (MIN 24" LONG)G) �" N IGHLAND AVENUE M.V.,CTC•-Ta rV�LOPGQ- FLOW F ( BRASS ANGLE VALVE W/UNION ENCLOSURE MOUNTm .3.,0,o III 3%4- WASHED `14 - _.--- 1� /¢ '�/ I• 1� 1/ ---- '1{L - IAL CRUSHED AGGREGATE V41 1#4 214 -. _ _ -... _. _ _.._.- Er 0 C FS `.ten*,,r;ti i nr�n� 11 o'• .d'o.P L l r - � - e. - I' Li-. ._ .... i INSTALL CONTROLLER PER MFC PRINTED INSTRUCTIONS AND PER 10C:A1 SCH BO PVC NIPP'E �1 ---� 0—� P1---0-0—mom_-�_.y�B7. _ --�--hJ pL_l�__-$.. 0—�_ �- _ -� �'� coDE� o B£ �Eo �N F�F2r r� ..�F c ,� I I I__,I �l - ! ao - - - - - — _ t �q �T` i n. -� 11t- +�77�_--_-_,�_--^.- /4 — — — �• — � — — �• — — — — - � � — — — ��. — — — — � — — — — — — — � cn��rt •C �. S'?uCr'OY O T S CONTROL k COMMON WIRES _ _ — — — — �- — — — �- — — — — — �r >rr — I 1 "ON'RO V."R SEOUE CF TO CORRESPONDl a FSi I j`. ti 4L /L D,4 - - 1• 9�6 i+ UL vt !/a �� 1• 1` ` -- --- - � n'- -._.7'��_�'7'!� --_ �_... �7S `_ __. 7 ,J'�- I / SF C�.,ENCE OF RE M'j1EN CONTROL VALVE Si IlF P AF . * 1 ,� -yo _ 1 3 RUN ONE EXTRA WIRE tCOLOR ORANGEITO FARTHEST PCV ON EACH f2 K )At s,To _—��--U 3- 7/4 Ffa aL �---�� 14. 3�4 si i � ;I 4 /Y /'L BRANCH OF THE MAINLINE FOR FUTURE USE PIGTAIL FACT ORANGE �I_ /��'•1 1� ///— VIP' AT Tr,f ENCLOSURE BRASS NIPPLE "tAAcT 15']9-7_AREAS SER�IEfJ / / COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR SCH 40 PVC SXSXT TEE - pp�� �- RRESSURE SU LINE I C3�) f�f► " (�3 5 NO SPLICES SHALT.BE MADE IN THE CONTROL WIRES BETWEEN CONTROLLER AND NOTES- _ • / dA REMOTE.CONTROL vn1.vES,UNLESS DIRECTED TO DO SO BY THE CITY INSPECTOR T INSTALL CONTROL VALVES A MINIIJUM OF 1 2 FRCM S'�JCTURES OR NAF^c^nDING GOF�ETRG(.�-ER �. LML-`TER (.1D.1� COFSTROU.ER•P.� (F•/1ET``R 1JD.�L� rJ`i' 6 ANT I ANTENNA PORT -TO BE CONNECTED TO DIGITAL TRUNK RADIO Z INSTALL NAIVES IN PLANT REDS WHEREVER P E T /A. y — — - — — IL — — -- — — OSSIP E X 0 SIDEwn;.S ID R 1 AND BAQPERABLE TO THE CITY YARDS CENTRAL COMPUTER 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE 0? ++A�^SC/• !NC N St STEM PRIOR TO ACCEPTANCE 4 PUKE AGGREGATE PRIOR '^ INSTALLATION OF VA,V� �<',X VALVE E.10. I 2`73 SQ.FT. VAWE NO. I gOO °SQ.FT. / 5 ATTACH PLASTIC IDENTIF;CATION TAG WITH APPROPPr.'E -�NTROLLER ndD T All EEECTRICAI DEVICES SHALL 9E GROUNDED PER LOCAL CODE - 3 — 0997, CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF I,Q�Op � VALVE NUMBER \ 3_ ?95 � RANCHO CliCAMONG.+1, CALIFORNIA \ INSTALL CONTROLLER~ (3t STA. ) - IN CONTROLLER ASSEMBLY REMOTE CONTROL VnI.vL 11'ITII 4 ___ &'`' 4— 1'000 ENCLOSURE/DETAIL - IN THIS AREA. SHUT-OFF VAI.�'I; R UNION f VIC(btZ(4CotNiIEaFIrrY •L.NAo. MAUNTEUAocr-_ AREAS - TtZ- -�-7 5 _ 4)02 5 -_ -IQ5 NOTE: OWNER SHALL PROVIDE A 110-120 INSTALLATION - TYPE A _ _ _ _.- RAI►C NO CuoAMoraG4, Co.OF 5tat.i P�ETZNA�1{J 0 CA, - C rrATIOW uomF b G _ %0 2,1094 V.A.C. ELEC. OUTI ET IN THIS AREA FOR � .�CALSENSF raec-rajee C.4 _ 1_6b '1 — 410 — 2,1-is POWER POWER TO OPERATETHE CONTROLLE I: . � _- -- 8 1,44440 S__ �,o2to of 9 — 9- 1,948 (JoTE= UT►I.IZE �x1gT Et.lCCoSc�RL■ . �1 MOUNTING TEMPLATE FOR RADIO ANTENNA P.ADIO ANTENNA (ANT-11) WaTLt L/./IL tEtL NO.) _91`3 F/1 "glfo' CCAQC oT _C,4 G PM,0'ZO PeD.I. 10 _ 8�� to-aJ,1'�q C0 ANT-1 INSTALLATION INSTALLATION I,D�f�ES' WAZnOq PMS, 5,(. II _1,440 11-2,41 I MEZE(L Loyc 5 c >31 IQ 948 !2_4,o20 AUTOMATIC CONTROLLER TO BE A CALSENSF.ETI-32 K/ANTENNA _ fVe SACI,�FLCW p2CV5uWsZ! 9C5 — m_ Gip hy- 2,olt PORT INSTALLED WITHIN A STRONG BOX(SB)24SS/l 20 VOLT 44 P.S.I. 2N2`Fcaw F/IETE'!L 14 504 14_ 3,013 T— — I O CONTROLLER/ELF.CTRICAI.ENCLOSURE. MOUNT THE ANTENNA PORT \ / To2 (10.2 (EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER I vqu 15 I 's85 IC) 222 ?' 25 A(�5lry�Lb% c 5, SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE Zti"G VAIatE 1 0 P51 ZC143 OPERATIONAL PRIOR TO THE CITY'S ACCE TANCE. ACTUAL LOCATION OF loot e `teaJWE THE ENCLOSURE TO BE A DIRECTED BY A REPRESENTATIVE OF THE CITY. - 17 — 360�Fr, 11—4,02 o - 0 44P ,l. 16_ '3,0200mav 4-o t� 3,4'10 _ _ I� 'S ELJc�te�'roI a 4.0 --5-- ToTatr 12142_ FT 19_ =SSp51 20_ 922 ° , � -1 �� �.N. I fro �IE110 • THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE ° I 21 Zt�p TORA'TSIRRIGATION CONTROLLER. ELECTRICAL CONDL'POWER HOOK-I'P FOR + i TOTAL Loyc•ss Bo.5 PSJ. ReES1t� p(�y=, = 15P5J LCONDUCTORS AND SHALL BE RESPONSIBLE FOR THE - - _ CONDUCTORSAND `11 II R HUUGATIO�i SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF.WATER PER 22 45"7 THE 23— 1,014IG WEEK(TUkF) AND 2 LACHES OF;WATER PER WEEK (GROUNDCOVER/SHRUBS) TO BF.PROVIDED BY SCE.COORDINATED,AND PAID FOR BY 11iI. i ET ti �ATE1ZMETE2IJo.2_` 3i�M" (HIGF►E5fwo2ST�_48�PM ca2O S„ Z4_ 510 DEVELOPER. _.u�oo+�r* WAY � � DTR2 � P I APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 I j P.M.TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A 25- - ST'AR•TlA•iC PI2ES5. (04 R`al. �_ I 2'waw 2r�1>�t�2 2.o pS.I. Lomas c-�2 TiNIE. 24_ 2,504T L I CAISE:SE 2'eSACkFcrxrtz 9.5 = 412,2 Is3a i - PS.. 1.0 T EfZ - FACTa(t MASrelZ VbL JE '3.0 • TerrAl �)bp4 e.o P5,1. 2'gA•>-- vALVE I.o - - - -rL`A�JE1tJNE 7o CONNECT E.x19T. LAWN vAvvE Q( TD NEw W- AtM.IWE Apo CbMTA I'f2`r2.c.V. 41.o p5 I. •O ` C-) &0 Et�/ATIO0 C{> 4.v � FttP55.RF1.Jb.�wag___ c_ -)Lo.o ` "'� C�LSEhTSE ToTA&CA' s .SpS.c. LUOODRUFF (SAY MOM` �I1C 614Au- WIAKe WE�En-( nr'��r'r"G!*4T"5 CONTRORENDITIOLLER FIN PICALION ( StfJVAL PI21cx. 13.0 P.SLI, To E'kCI�LAWW SYSTEM"AIC;AT TeIZMIW0c0. ,•., ��� 9- — — — —— —— -Q,?� 2�=^ — ——— — — — — — — — — — — i i Si� ter'— �� i'— — — — — — — — �•— — —(•— • • �` N�� _=���-T �—�-„ _- Cu> AL3 -- - - - - - - - - Y + hh VAI VIS Y -__ R I� 4 �� . w -_--_V * 4 • -__ --. -'Y --��_.- 'n1 K �- �'4 - / /;1 , -\�� S �4 E %1 t. ,iL 1'q. Arl, ��ti 3/4 ih r COMMON WIRE - JV4 A14- 031 fTi i A2 rbc A1(a. rn) A17 (e� j I" I � '4 ETI o , -� A 1 t!J I 9,ir 11 11. (toy % CALSENSI'- j Al2 Cgs 20 I Ito;" Ill r �► � IJoTTE° LIC Tb UTFLIZE EKJ9T Ct7I.lT.G:J.tCL.05(1RE . I � ``• T �• V " - —_ J PRESSURE B CKFLOW WATER INSTALL CONTROLLER A ( e4 STA. ) - IN - ----- - -- -- - --- MASTER FLOW wo-TemmO PO. • ENCLOSURE/DETAIL - IN THIS AREA. IRRICA-i"IC)Q LEGE"ID u VALVE METE � REDUCING [VENTER METER III 12EF?t7r�(•+I TIEtl Qr NOTE : OWNER SHALL PROVIDE A 110-120 r.cc r> n I 1t AR£ '�� �-\ ()ET 5`LMP�OL ,/IA�UF-ACTURE_u MOnEL-,110 =_C 11 TiO�- L/C ' S POINT-OF-CONNECTION - IYZ' WATER (A ) FI V.A.C. ELEC . OUTLET IN THIS AREA FOR O u u - - R��IF IP�IRr� IB12 �anrn-oa5_ 12 C�I+1 c Earn k P cw'� to E:.,E� I >zz'F_G '� ,u�_(� f?• R .�3/.tom/ 5 Gf�+�, 'h P.5.1 O Il:xl--rrt"r�) IN THIS AREA. �1 METER ( , ' POWER TO OPERATE THE CONTROLLER. HYDRAULIC GRAD. - I,co� FEET a _ _-♦ v v O_- • "12 ��RIE`D NozzE> �� (c r,c I C� .lo'a , .5�.��I o/2 o GPM, 20 ♦ I' T X- - ---- F . ( _ 12'� ��LO�L°;/3.o GPM,C 20 P�1. STATIC PRESS . - '?S P. S . I . ( r - - • �I�j-E��T/-05T NOZZIE�_4'..t4' R,,.S/1.0GAta,�' 20 P.5-I MAX. DEMAND - 54 G.P.M. �.� E --� RELaCATe ex19T 2.P•Ta TN17 LOCATk�IJ A"n WN51•ALL W ENCLIo'.x p • v^ E*_-- - -- . Ft�V.AT w.M - 1400'. ECbv.AT N1.NEArD-1,49 '- I ■ 0-- --- — #15 -C 3T fJoZ. - 4'..14' 2 , 1.o Cf>KA, C 2a P.S.I. -vA" "cz._��' , ���GPE�t,0 20 P5.1. r A C>t C) 160G-`3AM-F'R5 Go (LA) PoP-UP E'�OE7'( W/ 10 ErIE-, woZ7_C-E S (4'T E1�_b R.�.'�3�.43�.(r5 cro, La 20 P.5-I Z� I (MA,5TE2 VA.CaIE� V (2AII�gIRC 11312'`�AM PR`s 12�(SF�� POP-UP P50"`( '`"f X22 5EWC^� NozzlEg(Q,N,F)- IP) R ��/(�12.L�P►n,e Zo P-5.t. - - ++ � J P":Y f `A'( *)5 \/A W WOZ.-12 k ,I S �' Zp P5.1. 1012 5AM PR5 !2•�(5u POP P c •F TQ VALVE r2• _WIRE Tb MVS GIQCtjlTS ON RELI+.TEo �uTRoLLfRS. f T TROLLER TO BE A CALSENSF ET1-24� a'/ANTI�NNA � __ �uE'E-R1c�R — --- �Im �T/o SERIE`�- '�MA�TE2-RE. 'T�-TT,v cc�.T a- � � AUTOMATIC CON 4 I PORT INSTALLED WITHIN A STRONG BOX(SB)24SS/120 VOLT /a DI CONTROLLER'I:LECTRICAL ENCLOSURE. MOUNT TITS ANTENNA PORT '9 BALI-1�IRr� _ - -- eF�-cp-PR5-r3 RF>-nr� cc�t>'TT�ot-vAEVE CSTZE uciTE��-"FIEtn-�T•' PCZ r= as RE�''r'� I --- 33t7WP- - _ Qvlck coL,rxEQ vALVE (3/i"�. DESCRIPTION OF REVISION CITY E PDX I LED)ON TOP OF THE ENCLOSURE PER MANUFACTURER DATE APPROVED 40� 1.)I-R1eg ATE VALVE_ rLI"E T _ G ►� WATT 5------ --- -- SPECI��I IONS .AND ATTACH COAXIAL CABLE. SYSTElv1 SHALL BF - I - - ' OPF:IZATION.AI. PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF ■ - II.TDU°�T.- - 220P - rte"'' �`'�"�(SFzEn Tz7'°�'QN1°'�"� t'"'�'.'�'F'r�.x Fww�7 CITY OF RCUCAMONGA THE ENCLOSURE TO BE A DIRECTED BY A REPRESENTATIVE OF THE CITY. n FC_Ft C0 ._ ____.- 825Y-A_ ____ F.EtJC�EI�-P12Eg�URe F3ncI«cc>u F'aEve�rTe12 (2">_1�13TALL lu A`ISTf�uGPx�c"4LUM. eI1cLOSUQE. I ' ■ _, L1C'S POIIJTS-(_)IF-CC>"QE-CTIOFJ oME DTIC wATER METERS 151ZE W0TErj7, FS`( C C W 17. THE CONTRACTOR SHALT, SUPPLY THE CONDUIT NEEDED FOR THE _ _ CnL�I I� --- -- -- ETI-( > DR --- �uTr�tinnrtc coFTzRnLLeGz� (�1zE F�nTEF>>. lu��u 1ti"�TRar.FSox"#5�-�-12ov a �aES Tf-y"lL VICTORIA COMM-UNITY CONDUCTORS .AND SHALL BE RESPONSIBLE FOR THF.POWER HOOK-UP FOR O / tv1Y. -I PES 4 THE IRRIGATION CONTROLLER. ELECTRICAL.CONDUCTORS AND METER IRRIGATION PLAN Y THE I I�j P TO BE PROVIDED BY SCI:,COORDINATED AND PAID FOR B -_-__ TRACT � r DEVEt-OPER. _ _ P�Eg�x�. �x lI"'PLY LIUE,51ze r1nT>-r�, n�'rcx-E.ctwS` (I> I"-1f2.5� L'gE �µ �'Pic �'Tr�•�F'T'; (2� ?"-�S� 512 . _USE CL.� FV.0 IPE t rlacr_ � TRACT 15797 RANCHO CUCAMONGA 'I n1 1 _^ _ L•1�CRAl_ `_'LIF'( `( L.11-1�- 5Ct-1.1+lT F'V.C. PIPC- C�71ZE. VJCTT-E�7 f4P.+l 4---Coarf;ao LER/5TATbU , 11 �O, 1 ST97-1 I" - - - -- - _ ^E�T WI�F �� EE ,�E 'D-�L �f' pTr� (�IzE I�T>-r,�. - CITATION HOME S a-NAIVE 51ZE APPROVED BY: / DATE: C� � NE � ISEE SEE` L- 3 CITY ENGINEER -_ _ Y _ __ RCE No. �I,NOSCgp -- - ------ E DESIGNEC 13Y RfCOMr+ENDE Fronk W NATE gEE �F'EC11-IC ATInF 15 �cTR GEFJERAL i 10 TE��,ETC. R �oCner �, I RADMACHER MAKE POINT OF CONNECTION IMMEDIATELY DOWN STREAM OF NEW t ----- - " 1 1 D 1 »,, �, R sMEF� ASSOCIATE INC DOMESTIC POTABLE,WATER METER TO BE PROVIDED BY CCV4'D, 1 COORDINATED.AND PAID FOR BY THF DFVEOLPER EXTEND NEW TYPE'K' � NOTE,: REFER TO IRRIGATION NOTES ON SHEET I. - e t � * ' Landscape Architects COPPER PIPE(OR AS PER LOCAL.CODE) .AND INSTALL. AREDUCED ��EeKEO aY PHOKE (714) est-1774 FAY (>T4) es2-5721 oR wA Nc ti� - PRESSURE BACKFLOW PREVENTER(TYPE AND SIZE PER PLAN) WITHIN AN � ENCLOSURE,CgP5p>C-5pA,tr), �� v heal Yore. Street. Suit* 204 Hotta CA 026>!0 � PROJI Cl SI11.E1 NO. OF v�� r . r 1 U w J - A SLEEVING NO N S TE: _ L/C SHALL 'SLEEVE'ALL IRRIGATION WATER -- J LINES AND CONTROL WIRES UNDER 32 +— 24 25 'HARDSCAPE' (STREETS, DRIVEWAYS,WALKS, ETC), _ 3. _ _ tt Z 26 31 USE SCH.48 P.V.C.PIPE: rimy--) rn� MM,,or ro �AIO 21 2.8 1 29 30 t 4 _. laA•: czw /�yy mom 3 21 -- ... ,rr. Ills 1- Iw .- Ar2 (0 %+. �. .. �' • Z+�,� �� �. �. i� w -- r w — s f . w r w — w — w w w w w +r 7.w A'l -- - 5T41.L 1''3CW-4.O PIM LATE _^L LVJC- IN P SCIA.40 V.G rlPft ' N�'QN t'/Z" _ OM A�$ P.V.C.P. 5WElel-Je (2°? Fol N6cTtaN of tAwr•s s l.'1 CE�crs-r� w - &4WOCT 0015r LAWIa YpAW1t_m b N1EW M41�Jt.WE PKwY. �:Vni�JE qI� _ AWC) CONYMCALEX A . W,4Y -- _-.-- cDows-cr EXpiT LAWIJ VAL"s-rm-'Z f•>imN MAlt;1I.A•7t� __ Get-t17 CONT. �A'_ - _ - IRRICATIOW LEC4EWO i - DET. trfW501L- MANuFAr_TURER "One-L- WO, Ih�g�Qfl,T{ON ' O U U_ RA1wP!>lP0 PRS I2•050 POP-VP F!>0r7Y w/#5OC*IO d5ERIEcj NOZZLES (Q,TW)-e-B�R.,•'Y5(Ae/.4', ,*.eD".I. ., ♦ O D Q � . . • #12 SERIES�•Yl'LZLE� �QT,1-i,F]_10'R.,.4�')/LO�ti!•O QPt•�,! ZOp�.I. - • • •7/IA/lsf�.p CfaM,Q S7 P.9I. . m " *l'7-EST/-CST 002ZLE5_4 w14= ILOGPM,Q 20 ` 0 • " .. #15-S-sT 1JoZ._4•K14'R., I.o GPI,n, Q 20 db.1. _ - a • • ., " r \ • • �g-VQW I-►oZ._�oR.,.G�70iPM,� ZO P9.I• .. " *tie AAC J fJOZ.- IO'R.,1.0 CPm, a 20 P7.1. • a1 [a " 11306-53nM-PRg G'(w)Pt>P-OP 1'-*r>( W/*lo gER1eS NazzLES (0TN-)_8'9.�.�3f.4S�.feS CPM, 020 P9,1. 1® tZA.1IJISIQ� tal'L-'.t�•►�1 PR7 12'(dM._� P P-W 15LX • "/ *P2 SERA Nc1ZZLA9(Q H,F�_IB'R. .��/r.5�t4 GPM.Q ✓ U QA'wP t2I-) TAIL-%,M-PRg (�-(911 Pop-ui? boas wr *r;,A^1J 1.)Ot,_12 R til.`3GVM a to Q9.1. -� - - • 9aPF-RI0FZ 'bico u/o--eR1E5 'MA-tTea'Rema CpaTQoLvAj jF (2')-w1rte CtRcvjToi ON ReLATe*3 0owTQ0LuffRCb. DESCRIPTION OF REVISION o,� ,�,,,t� l j RA1lJ1>IRJ0 P_FFs-CP-PRc5-15 REP'A L� C00TROL VALVE. ('b1Ze W0-Mr]�_9oF1P_Lr�"3eT" PRe�g.Acv RHQ'rJ• � 39r�1JP QUIC1v C00fx•e9ZVALaIC (3/4•`). •� 40•79112fe9 C,ATF_ VALVe (Lives m-) . CITY OF RANCHO CUCAMONGA- Dom sxx"r . _ 2W P- _-_._ FLOW 15EJ Sc Q (INIMCI V>ACOo�TE Mt-,L AW7 M^X.FUW't"). FrcP�CO 91'9Y-A RC�LCerO•PRE'J9URE pyeCl«{Gw ►REtz (Q•)-111°JTA1.1 111 AN9Z*51�•Au,M. 1!t�ctD�,URE. •�../l__- THE VICTORIA COMMUNITYLP'S P011-MR-3 OF CONWECTIOW r00M60TIC we,TER METeR5 (SIZE WCrMr•� , F-5-4C.C.W.M. OCALSe0 be F.7•I-( > t:>R AUTOMATIC COWTROLLeR9 (oil Z.- w0Tt_r:5-). WyrALL IN CJi'R«JGP�O)G"*sv%•gg-twv !j• a4j1ALg9 IRRIGATION PLAN _ w/A1.1'T.-I QltS2 T7ETAri.. �' -r§AcT tTRACT 15797 ,RARM Ci1CAMONGA KF.15 UQIS SUPPLY LWE,'5t7E NoTr-_o, 1"-1'k'5me_u0je Cy--".40 P\AC.9lPE,,fxWr); (2) V.-tit'SIT-r- _U" CL.5105 P\j.C,PIPE. 5C^t F,, 11 s`O' 1 5T9T C/I T A T I O N HOMES '--"�-- (ATeQ•L SUPPLI? LING 9CW.4-0 F?v.C, PI(-S Cg12E iJUrL`r�7. FRA •2211 CONTQOL wIQC ojL eCVQ ajCH.44 PV.G. Pop- (Size woTs�m-). W �--VAe 91LL t APPROVED BY: DATE: z1 IZ7- - Y CITY ENGINEER �� I No. ?- f-1 5 — T o[s►aNO er:' �. Fronk W. PRANK 1 Ra mocker %, -Z NOTE: REFER TO IRRIGATION NOTES ON SHEET L — ,� WMACHER 7 tl+E�n+v er: .. ASSOCIATES, INC. aticFT s < 11 L landscape Architect Lb OF 15_ CWCKED rr (•na) W-1774 Trac (?Ia) M1-e'rri W w-C No r 1C A 14641 Yw be 9b*K Sofa Loa iv.tm, CA 99W IGIz _L A Moil I Sfi1I I NO. r _ r 7 t V4 lit A) Piet k Q ' r I 34 I 4 I a2q.. C$> � I I I D 1 1 (co) ego s4 � �I s � ,„ 2 I I I 33 ` I'4 Q I 1 I \ ,K -I I , _ 32 v & I I I ' 314, 1 � ��� � j.4 's/� •. _ _/_ Z _ . __ _Q. _ _ � Z . _ _ �7f ►If I � 'gra � �` �� l'r� /y �• '� ' / 3/4 � � � � - /tlt � � I 6e , _ --♦� �, I �/� ��L • „� /4 I sr4 381 r/� 7✓4 55u0 ('Lfio Mti - ly4 I� f ` JAW ar �y4 bo _ t�, 19 INSALL MN E..t,I N . FRVM � �• T � � JSf t'bTUFZ 4c k a r� NoTn wnt_ H ou T l e of , n �IAL�[E.5 AT w a 1.tG . • � _ EXIgT. MAIN(.MJE AN • �' � • 2 f�tCA�-7 (4131 rNC7 VolF-5 4 \ - r 1 , Vel �. I C IRRIGATIOW LEGEWD DET. g`(MFb0L MAPUFA.CTURER 00nF_L WQ IJESCRIPT►ON O u U_ RAII..IP!IRrD 1812-�an►n PR5 12'�SN.� pop-upfbor-,-f W/#Bo2'W10 5ERIE5 NOZZMS " " X12 5ERIE5 NOZZhEg (Q,T,I1 F7-10 R.,.5�'ly/I.O/2.o GPM, 2e(?�o.l. #15-r=5T/-CST p0ZZLES_4-.14:R.,.cj/I.OGPM,L' 'ZO P•5•I• • " " .. #15-�T 1.1oZ._ , 1. , a ,• " , r ^ " , . • �-Viati1 W02._Co''?"'(l5 GPM,a ZO "..1. y „ • r w " #12-VAIJ 10'R.,(.O C,PM, C, 20 p.5.1. A a1 Ca1006 `�eM-PR5 G"(LA)ISP-UP �Of�f �y+/ 10 5ERIE5 WCFZz(,E5 (Q,TN�_8'R.�.33�•43J.�t3 GPM, e 20 P9.1. �Jp Uo RAlurlar� 18{2-SAM-Pas 12`Csu>pop-or rsorrf wl'F225EEtfE9 uozur=sCa,►�,F�_rt3'a, G5�1.5h.G �Pr�,� c� P9.r. j I - �% RAIy.191G2f, 12" ew r-bP-UP pbora( wt W lrn-v,e.N E►02._12 R•,I.�o GfM,@ SOP.-5-1. SuPERIUR �I� w/o`-deco `Mmgrrea•REti- c CoNTROLVD,t_vE (2'r) _wtRE-M"Mv�ctRCUICg ON RELATEo Co►�ZRot�RS. E P�-C -PR5-3 R6N1C7E>c COIITQOL VAlalt3 CgIZE rJCST'Er��_' FIEIrD'3ET" PRE'sS.AkS REQ:r�. �I r� F P i RA 1N R ITT � I c DESCRIPTION OF REVISION V V C3/4�• DATE Ar�ovED • 3'�I�NP QUICK �ovfx-ER AL 1r H WATTc-0, 4o5 cbERIe eb C,ATE VALVE (LIF.IE 51ZE7 • CWTA 10005T. z10P F C)W (C;tZr- To Acc(*,AAMA,M Mi".AWO Mcx 4'LL is.N A CITY OF RANCHO CUCAMONGA r— FEt3Co _ 82°x`(-A RC10Er� PREgS(X2E PKFid� PREVElJTE2 -IIJgTAI� °STAOUGP�[�C' At-UM. EISCl0�5()RE. QC--b P0l0-rS-OF-CoNaWECTIOW rpoMe-bT{C wATER METER`S (51ZE jjoTr=r:7,1:514 C.C.wn. O_ cAL5�1�5E ETI-(- )-hRMA�,� � ��Q� (�,� N�,��� �� 1N5fi- -I�� �IEg THE VICTORIA COMMUNITY w/Al ET•-I PEQ f-lET,eJt-. IRRIGATION PLAN 5-j_2 roUPPLY Li0e,gIZE NDTErJ,6P)PCX lAwS' (�� 1"-I'k75Me_VgE cBC14.4O P.V.C.PtPE A1Jr�; (27 Z"-,8 2"gIZG_UgE Cl.�1� P.v.C,PIPE. TRACT t 1 AN AM N TRACT 5797 RANCHO CUC A 0 G t�iERA� .�op(x,( UNE • 5cu.4-0 P?v.C.PIpE (Size Narer:'7• (r4 - .—courqlLLee/-srATou - `�- - I' =20' 15 T9 T-1 COOTPOL WIRE.5l-EE`•VE • 5C"-4-0P�J•C•P'PE (SIZE F►oTr-rJ7" - --VALVE 512E CITATION HOME S �22 1 -— FRA / APPROVED BY: r DATE: _ CITY ENGINEER RCE No. I,N SCAPF DESIGNED Br WCOVWENDED 0 �.. Fronk W. E geE �jpECIiFlCAT1011aJ 1=oR GE?I,3ERAL WO-M-9.1,ETC, y Ro mother _A FRANK trip RADMACHER -Z y NaT D2AWN BY ASSOCIATES, INC. 94EE f ri L-4- -_ -d- OF NOTF • REFER TO RRIGATION NOTES ON SIIFTT L _ Landscape Architects - _ CHECKED ar PHONE (714) a12-IT14 rAX (714) ea4-5721 �DRAM"NC No 01, A` F L 14841 Yorbs Str"t, Suite 204 • TLsLin. C► 9rw � 1Co�2 —L PROJLC'"] Sill'.FJ NO., { 4 OF i J `` f D 'Q V II \ .000 Af I I I- / i I 5 10 \ SWIr Baer 1 �1 Ito- i f J , 1 P�Cv (tS) v � 1 10 �, � \ ,,� — � �'• / It'd „� 4 Zf •♦ \ ,� ♦ ♦♦ \ /` /' ,roc�. �---T,---��'—' - �/ • / 000 -ftft ft-ft -lift ♦ ♦ �/' ! Q r�i ly4 t 000 000 0-0 ♦ Z — '• Wo wore: IWST-ALL'•NEw• MAII.ILIWE A MN4. OF 4W IN PRAM E1?C,-E OF WALK,A 0 r--JO NOT fDISTUr2-b OY-�T. MAWL IWe l �• ', 1„ 1 . I'� �.tf0 VG�.I.VES AT wa1�G. (T`(P(C/-�.L7 . ly4 A 11 (u) 1'/Z' (►'� ps13 (x) 1510 w IRRIQATIOIJ LECEW O DET 0-'J`(MP50L MANUFACTURER MOOF-L NO. 1�E5CRIPTION , O u U RAIIJP!IRrD 1612-aAM-PR5 12`C9N.) POP-u('PSOt7Y w/#l3oR#IO SERIES IJp2ZLE5(Q,T,N�_!o P� R.,,33/43/.(,5G(�M,� 20 P.g.l. ♦ O O O " " , " • • #12 SER1E5 ND-ZZLEg C47,e 1 F7_10�R., GPM, 0 2O r � `�38f •• . �� . . ( ., �..12R., .�/I.O/LS�S.O GPM, 20 Fel. ( $ #15-EST/-05T NOZZLES-4r.14'R.,,S/I.OGPm.e 20 P.5-I. 0 ^ • ^ *IC5-,F�T NoZ._4-',i14 R., 1.0 CPAs, 2 20 P.5.1. „ ^ . • n n . • . 't6-VA1.1 1-102._(nR.,.(,5 GPM,m 20 *12-\ANJ Noz._16R.,(.O GPM, CO 20 P.5.I. a q ca ISOCo `�M-PR5 G`C��l Pof� c�P r�or�Y "���10 SERfES NclZZLES CQTI1�_B R.�.SS/.49/.Gvv,GPM, a 20 P93.1. V � � RAIL-IP�1R� (012-�3M�1-PR5 12"(sub Pop-Up P.yot7Y w/*22 SEs2/E5 t,1oZZc.ES(Q,u,�_10'R.,.b5Jf.5/2.ro cPn�, � tG F?5.1. � ' V RAINP�lRrO IS12-9Aw►-PfZg 12"C51��FbP-UP�'•y'{ `^'/�Ig-YAN {..1oZ. _t2•R.>1.5GPM, @ '�f'.5,1. Q • 5uPE-8102 -6100 0/0 SERIES ' AA--3TEtz'REKACrM COPT'i20i..vALVE (2 )-WIRE-Tt)"M\/'CIRCV(Tct)ON R15LAM O COUTROLLF-RS. DESCRIPTION OF REVISION cm RA.11-1P�t2o E-F�•CP-PR5-1'� RFncco- cL VA 1c 'E UJE C-5tZE 1JM-Sr:!�_ FIEt 17�3ET PRE05.A5 RE z"O. DATE APPROVED ' 11330wP QUICk �IxER���e `�4�'• wATTCITY OF RANCHO CUCAMONGA ►/ S 4o-) 9ERIee) GATE VALVE ((.INE StZE). ■ mTA 1w1?( r Z20(' RoW 3EN50fZ (17Mr-p TO AcCOMAPATE MIN.AOO MA-c F(Awti). n FEP>cO BZ'�Y-A RE>7UCEtD•PREg90aE PREMIE!-EiE2 (2')_1lJ-STAL-1, 111 ANSTRb1.1GP.�CAC'ALLJM. >.WCLO"�URE.NIJTHE VICTORIA COMMUNITY — L/C"bP010-r-0-OF-COECTION (JOME5WR S 71C ATEMETER �91ZE worrEn7,P54 c.Cwo- O_ CALSE"5E EwT I-(- ')-CDR ALromATC coNTRpLLER� 5WoTEr7. RJcSrALL IRRIGATION PLAN AgT7 -I _ TRACT 4TRACT 15797 RANCHO CUCAMONGA ---- UIJE 7•Q Lows (�� ( I'/2`SIZE_UgE c5r-woo PV.C.PIPE Aw.3• (27 Z":8i`2StZG _V`3E CL.31g P\I.C,PIPE. `"- 1 1 s 20' 15797'_1 PQ E 55L�E.of OPLY �3lZE!-1oTEro , N LAIEn. QL gUE uPPL'( NSc",4-o F?VC . .PIps C5E I1ZMmr:-) (C.N�4-GoorFbUte/5TATIOW FRA '02211 CITATION HOMES COIJT�bI WIRE gLEE\/E 5cµ.4oRv,c. p(PE. (512E !`k7tF-ro-). s-VALVE SIZE APPROVED BY: � j DATE: 97 CITY ENGINEER v RCE No. � >� O LWIDSC�pf DESG`NED B RECOMMENDED Fronk wFRANK Ro ocher RADI(ACHER L p n -- NaTe wee -0MC!IFICAnc)W5 POR GEFJERAI PorrE�,ETC. °`�"�` ASSOCIATES, INC SHE Landscape Architects L OF t. Q CHECKED BY PNONT (714) &V-1774 lAY (714) ase-6721 DR^wrr�G ^a _ NOTE: REFER TO IRRIGATION NOTES ON SHEET L - � t° 14841 Yorbe Sty", suit. 204 • Ttwtln. CA Ii2aa0 • of cAL r- f PROl 5 OF s' VI BAC'<FLOVI PREvENTER ASSEMBLY W STORM DRAIN/UNOERCRCVNO I R /� 1 ^ / \ NOTES. REMOVE NURSERY STAKES • N!?PLE - TY?ICAC 3 o UTILITIES/7 �� W E ` ll Y , 2 STAKESIE 0 K RUM! AND (a) VERGES S o / lop 3 STAKE TREE PERPENDICULAR w+•tE = ROUND PLASTIC VALVE BOx k ^--- -_\ COVER ETCHED -IRRIGATION GATSS t0 PREVAAL•AC MIND BLUE T�T.i d (^•ARSON OR EOVAL) t / ! HIPPIE '$NAP-TITS' WATERPROOF 1 ► FINISH GRADE SIDEWALK ^ •RED CONNECTOR OR EOUAL • 6" THICK X 12- WIDE - L S L Or TREE WHERE SPECIES GROWTH �( V , < n *AS PTIE TO PLACED K 0 ` UTILITY THE TOP OF STAKES BELOW HEAD � • [ •BLACK PIG TAIL EXPANSION (\_-___-j i ERvJS CONCRETE PAO (l'VGi H VARIES I OuT FOR WIND AS To OF THE TREE POOP IMIN Xa" NSION 3RASS WYE STRAINER' I PER SIZE/MANUFACTURER) _ _ _( I • q But NOT SO ROW A5 TO 105E SUPPORT wlert LINK DIRIGATION CONTROLLER Z SLOPE TO DRAIN AT MINIMUP! -I I- _- V OR A IoW THE NERD TO DaOP sir WITH 6o M-".SH ZD- _ III-III: --�- .� Yt MAIN TRUNK v S -13 2x I�-III-II 3 CURS AND CUTTER- M'TEr R I�I 5 \ cC.rl y.� yN� 7 $FTS or CINCH TIES fff` III SCREEN -III=III- l VALVE. - t t/2" OR SMALLER WITH 1EII1=1 \ W Tk ( ) TOP TIE TO !E RACED A5 PLASTIC vAl LYE BOX IC ARSON OR WATERPROOF All _ I r'IN!$H GRADE WLR_ CONNECTION$ I 1 UNION IIJI IIIIII $TRINEFSS $ILEI HANDL_ III---II M!N MIN \ 1— SPACED 2i APART ATTACH •nTH EOVATI WITH BLASTIC APSON TED AS PFR STD a. _ _ II-III_ * I * \�• LOW AS POSSIBLE ON THE GALVANIZED SCREWS TO S rRyyNK i0 ALLOW FOR Wt PVC S'_EEV= -III-{ _ 1006; POLES FLt XINC Or THE TREE BUT TOP OF STAKES BELOWRE ,. al °- I -SrItENT WEDGE - 2 OR LARGE WITH IILII-I Ir YAXIMuM V� NOT SO LOW AS r0 LOSe� HEAD OF TREE WHERE LOCKING LIO PLACE AT GRADE w I REOUL."D FOR —III- I, SPECIES GROWTH NA@IT PERMITS _ DETAIL 520 •[ a,l _y: IIS ATE VALVE 2" 0?c RATIN(, Au; III=11• I I suPVoar OR APLOW TVR: AREA$ AND J ,ABOVE IN T - - - _I = PIPE Tr,ROUGH III I-II EiD%" coA;Fo _ _ r DIA LODGE POLE NILE S;At_s THE NEAP TO DROP-� n WIN TRUNK PIAN; eeo 1 I • • '.III-t CONCR:iE PAD Z III-_il -_ I-III= - To? oT ROOTIJA'j TO EXTEND I WITH WOOD PRESERVATIVE STAIN, t� 3 I=1 I i-hI .I -III- -i I I_• 1=i 3 -III-III III-1 VA!LYE P - _ - - - ° r A3DvE Fuv'Sr GRAD. . DPW,` A 41N OF 6" WTO UN- � AIR SETS OF CINCH LIES SPACED 24 NIPPLE DIC - - -�' - 1i'' DISTURBED SOIL AVD POSITION APART, ATTACH WITH POLE QLD G TAIL EXPANSION se 21 .-,I I- - I-..• -= -I I i- LE -F Tr AL II-I I = I1= I SIDEWALK ��_ :: Su<a OVrsroE RooT3All SCREWS ro e• LODGE POLES LOOP IMIN jA' LONGI �[ ►, wr•TE 3 �- _ (2) PLACES _111=_) I II-1 RIVE r 1 O F Z ORtGINAP GRAD- T BERM TIGHTLY COY: TE , LO PRESERVATIVE-PVN STAN •[ ICOMMONI 2 'II I FROM WATER SO'JRC: III II- _ _ �- 3 I 1 I $CH <p PVC MALE I III 111 -- I i' QF!� S L \ ��r AC 0 I r wx „i OIA LODGE POLE PINE STAKES BLUE -i '^J rill- ID II ADAPTOR -III=_III �III I I APPROACH 1 J 0' i (� _ - II-II 9Gx COMPAC'ION �[ 3" 1111=III- _ - _ w RAC. To FOaY WATERING VNOISTUR3-O SOIL AND POSITION WIRE$ I III=i I C .� I �R!OU14;D I.• ' I - � �-. � -I I1= I �'N LOCATED OUTSIDE Or DRIVE A MINIMUM of � wi0 y=1• - =III=III EiIl=11 ( CU43 AND Gu_'ER- j 11= 11=III PLANT PIT _ _ f-`-----^ 1 � STAKES Our51oE ROOF BALL _ - I I=i i- . � I = 111= 5' S' I AR30R WARD w TURF AREAS AL-40 I - �__� s ,o' ,o 111=11 i ..•C� RED I MA$;Ea CONTROLL / - C -_ i .I!= !=IIT_ �r1 n _ VALv=_ - = -' LI I F I-, 1 - n r- r =III: M.\ IMIN x Mtn M!n FRONT YARDS _: I I-III- t I= TOP OF ROOTBALL TO EXTEND r UNDERGROuNO 1=1I I; -1I I- KA!IV- K•I Wl;rl .I I. I e!AC< O L-CIV' TO SYS-.r-.'S„S KO MC:<S CREA7_:lt 'III fl TIGHTLY COMPACTA 3' BERM TO FORM _ U III= 11=I. STRUCTURE aS TrAN 3" D1Av`-ER III'^ WA,-_RING BASIN FOR RESIDENTIAL A.\D 1,4 ' -•• III • � .11-I I'=� FLOW M-;-a r,- z• _!30v1 -� 1= !='I:;. .. CATCH BASIN 1DIA`,lrTjX SAY? CONCR- E THRUS _O�K _ _ i ° ° _ I-I ISI-) TRANSFORMER VAULT II' IIOOI BALL Ill AS RO•V PSR CCWD STANDARDS Y ICAC (<) AC'S _2 -I�. '.r! _ •s /n' (///�`n1 III=1I r?TER SII? i-III'II R:G:Q PIPE ANO RELATED FI-rNGS SHALL BE PER cl�l-'I _ III-I _ -III= GROUND COVER wSTALLATK)NS POCA;- P'f.N; PR TO !- (2) I-III _ _ OUTSIDE d PLANT 71i BERMS IN TURP .Yee _ NCiES TIV"S ; E 111 G: ARIAS TO B; REMOVED PRIOR ;O GT" OTAY[TtR SAY! SIZE CUCAti,pNGA COUNTY WATER DISTRICT STANDARDS I-III-II; �.* '�•-a •�. II-IIIA -III III-II ACCE71AnC- _ _ THE ROOT BALL AS [LOW TETE; S'z? I C014 RACTOR SHALL VERIFY WITH CCY/D PRIOR TO FIJI!_ J: •'r III-I Til I. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENCINEER I-III-_Il -i I -_-I I-" ill- I bl CoN$TRUCTIoN -1-- _ - _ 2 ALL TR cs IN TME R o W ARE SUBJECT TO LINE OF SIGHT 'I I I-I I I-I I I: WI III III- I=III=III=I I I_III='I'-I I- -III- II-III _ _ NO I I i-I I 1=1 i=1 _ _ _ _ _ _ _ - - _ -I 11=11 i=111=1 CRIT.RIA AS APPROVED BY TRAFFIC ENGINEER. I- (i-IIF=I _-I(I-)I I-I I I-!I t-a I i- - I I-,I \\ \ \•I �I I -11 MINIMUM DISTANCE DOWNSTREAM OF I IN$ ALL-PER LOCAL CODES - _ _ _ _ UNINTCRRU:;cp DO- ISx O'AN:TEP 2 EOUI?PENT TO BL INSTALLED AT A R!INIMUM Or 24_ FROM ANY 3 <- WASHED CRUSHED ] AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PUCE Ist :I -'III=�(=-III=III-III-IIP(I_�II1=1I Ili=llh y / _ PARKWAY TREE AT A MIN OF 25' FROM BCR OR ECR III-III--III IICIII III III III=III- 1 /\ \// \,IIS_ pF %EOMI M?TER SIZEI $TRUC.URLS OP, HARDjCAPING AGGREGATE BA$ VNDISTUR3ED NAtrv- SDR -Lir--.0--i ---TTI-il II_�\�j�TIN 3 vlr_.\ 'UNIT IS NEXT TO A $TRUETURE (E WAC!. ! TNG. ETC IL=!II-III-III-III-II \�/ I Sul D ) A MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF All UNDERGROUND MINIMUM 01$TANCE VP$TR-AV OF c —III—III-'ll ILII—III II_.\ MOUNT TEST COCKSONODE O4 NOn-$iRUCiURE yOE NOTES A^GRECAT_ PRIOR TO INSTALLATION OF VA!VE BOX FACILITIES IN AQDSEW MAINTAIN IO' FROM CENTER OF TRE TO All UTILITY �iT ROOT BAPI - VNINTCRRVPTED PIPE Ito% DIAMETER C C OF FLOW ME'-R SIZE] 4 ORIENT UNI- PARA'-LLEL TO ST ° P OWNED WATER T4 S.rrER LATERAL LINES NOTES 11=..iII= =IIi=1I I // \\� 1 / \'-'I ROCS NATIVE GR•AT�a�iu.NTH 3- DMI ' - T HA, A!� 5 SCR---N UNIT WITH SHRUBS WHENEVER POSSIBLE 2 INSTALL CONCROL VALVES A MIN OF 12 FROM STRUCTURES OR DSC C 3 INSTALL VALVES IN PLANT BEDS WHERE VER vO5513LE NEXT TO SIDEWALKS S TREES SHALL NOT 8E LOCATED ON PROPERTY LINES r I• TIE= 6 OIAIE TIC FITTINGS ARE REOU!RED FOR CONNECTIONS OF t PLACE VALVEBOX AT RIGHT ANGLES TO STRUCTURES OR HAROSCAPING Ilc!I Eli!`ii SII!=11F__III=11 C- III=IIL!IL--III QI$]MILAR METALS 5 PLA"r_ AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX 5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE t RFMOS NURSERY STAKES 6 ATTACH METAL VALVE IDENTIFICATION TAG WITH AP?RO?RIATE CONTROLLER AND ENGINEERING DIVISION 2 STAKES TO BE RUMS AND PARALLEL. iI�III-Illi �I-ILEUM_-=II-III �III_IIG-IIS 7 VALVE °=? STD 5tB REOUIREO B"_FORE BACKFLOW PREVENTER 3 STAKE TRE- PERPENDICULAR 70 PREVAILING WIND 11=ill=11_I=1I I-III I�Ilfdll= FI!ElllT NATIVE S&L UNDISTURBED WEEN MAINLINE IS 3 OR LARGER VALVE NUv3ER 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY Ii ill=;1!=III_III=!1f 11�IIL_II�IICIIr=11E11� CITY OF RANCHO CUCAMONGA, CALIFORNIA STANDARD PLAN$ 'ALL l 1I— CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA I TC ROpi BALL WIDTH _I FLOW METER INSTALLATION REDUCED PRESSURE CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA BACKFCED PRESSURER VALVE CITY OF RANCHO CUCAMONGA, CALIFORNIA 3" or smaller TREE PLACEMENT DOUBLE STAKED TREE ON SLOPE DOUBLE STAKED TREE USE MT" SI&.0A,p P[C�nCahO.4 FOR [Ul_'C III'OaKs C°"STRUCT1O•T .` --- - 5 CAT - 24" BOX 2� STRONG !Ox MODEL NO S!-2ASS/120V n ,OTE: ENCLOSURE TO BE CROUNDEO P'_R HAROSCAPING ROCK CODE GROUND ROD i0 !E � 4• OF COMPACTED COARSE GRIND OSTALLEDa F-� r.•. i CONTROLL A S10E ENCLOSURE ON l_'• MAROSCAPINC/ CONCRETE w000 IBR MULCH. b CONTROLLER SIDE s:y' <' 1. %'• ` HEADER FINt54 GRADE FINISH -1 I I I I-I I I_I I I I-III I I-I I L GRADE I I I I I I=I III;III I I III I I III I I T 2- TIGHTLY COMPACTED T BERM TO FOR„ Y� x 3•-P X c CDN._RETE _ -1 -1 I I 11-I I _ _ I I DEPRESSED WATERING BASIN M;N II I I FOOTING INSTALL A MINIMUM OF I �'' TDP E FINIROOSH GRI E EXTEND r IJ 2x T ASI GRAD-_ AND Y_OPE _ I TOP Or ROOTBAII TO i WOOD CHIP MULCH / A30! FwISH GRADE •TI• I I• TOP TO DR.vY AT MINIMUM OF 21t I---I I ' CLCIS.V BACK FII I. - ScE 1-1 1 I `. '• -) I I CLEAN BACKFILL - SEE I EXTEND r ABot! ORIGINAL GRADE v NAT11r B1Killl WITH NO R.^.0<s iO II I I.. III j Z - -111- I f- SPECS FOR MATERIAL. _Z I SPECS. FOR MATERIAL. " cw15H CRAOF _ GR.ATER THAv r DiAIII _ ti _ _ s I=I I I 90: COMPACTION REQUIRED 1-1 I I 90: COMPACTION REOUIREO r z 7^ _ I -III-1 1-III-III-III Ell III-III I- - 11= _ _ _ T eFaM TIGHTLY CO4PAcTED w COMMON WIR-/CONTROL WI LV o - - +1---- - - I I III I - _ I- _ TO FORM WATERING BASIN 1=III-III I I I-I 11=1 =1 I T SCH AD PVC GDNDVTT - =1 I I-' I I= =III I I= III I' I= i I i= 1- III—III—I II—III—ILII — I= —_ — L I=II X11 NON-PRESSURE LATERAL UNE 1=1 II - - -III=111=1 J11 II r.LA Ar SEH. <0 SNAKE PIPE IN SAND -TTI-Ti-,-LTi=-III -III-I II- III= 170 VOLT w,RF w RIC STEEL _III_' I I- TP.ENCH T-III - CsHOvcl cur EDGE COMPACTED I-111= == - I I-111-111- 1 -1 I I III I�- CONDUIT (PFR LCCA'_ COD_) 90' SIvLE° ELL -I I NATIVE SOIL - -- - TO PO%-R SID- O: CA3•.N-; (TY?) .- I 1=1 I 1 � I o � � I I-III I I III III: I( i 10 15 _ 1 -I I I_ 1-! ; PRESSURE SUPPLY LINE =III- I I 1=111=1 =III I I- '1 I ANs I AN;-NN4 PORT EPOx" I ° III SCH. 40/Cc. }15 SNAKE 1 _�-I IJ I1-I I I - R00T BAll _ =III: ROOT BALL -- - - _ -. rEAw DUTY wEAi-ER - RESTSrwvT FILLED LOCATED OUTSIDE 0' PIPE IN TRENCH _� II-III- �% INSrA;UnO.v/LOCAt10N - -III I I I,ILII CONTROL WIRE SLEEVE - I I I III I I P-OTO FLFCTR: Sx^.^H FOR S-C'JRI� F I-III I I-I I -1 IJ I I-I 1 SIZE PER ?LAN INSTALL I -I -_III-I - II-III-__ a-III-_ PLAYT hT TO BE (2) TIMES TNF !=111=III=III=111=111=111-111-III PIAN; PIT TO !� (2) ALL THE PER UT" AND CALCENSE REP I _ _ -_- -I -_-_- I- I III-III WID H o r _ ROOT BALI - - - - _ - - - WID o r Roo !AL_ :IG•�T CONTROL .s R,QUIaFD P:a 1 I I III-. I_ _I I I III- F H ^ -I i l_III III III I I i_I I I-III 111 TH : H- i PUNS I ILEI_ CONTROL WIRES - BUNDLE 7- _ ADJACENT TO PRESSURE II-III-III-III-III-III-II!=1� III- Z] I I_I r N AND TAPE AT 15' O.0 AND -III—J III- SUPPLY LINE NOTES: -III=III=III=III=III=II=III=1 IIII-III-III-II1--i- Il=_1II=III-III r 1 ' ELECiR:C MITER PER SCF I 1-1 I I-G __. _. I-1 I INSTALL ADJACENT To �,L 1=1 I I AAAA . . AAAA . . . I =11 _ _ __I'_ _ :I►I-1�L=I��I�I-1 1=1 ^ _ __ --- - 1 _ _ -_ __- -_ PRESSURE SUPPLY UNE - 1. PRIOR 70 PURCM�SE/PLACEMENT OF THE MULCH. THE COnTRACTO? SH LL III-I i I CALS-NS- CONTR7_'_ER MODEL NO L_J I I 1 I-II I -t I-- 1- i I--III-I 1 1 I I _ - PRESSURE SUPPLY LINE T ,, „ T - -III- - - :_R PLANS I _ III --III-"III-I I -III-I I SU3NIIT A $AMPLE TO THE INSPECTOR FOR APPROVAL. LTi=III-III-III=III=i {_I -III-I I-III-III=III=111-III III"-III-111 _-III-III-I I -I I _ SLED - SIZE TWICE - _III=III-111- -III III 11-III- R-cR To CONTRo!LFa J ( I I-III (-1 I ( PROvIDE Ir OF SAND I I-) I I I-11 I DIASIETER OF PRESSURE 2. MULCH UNDER TREES AND SHRUBS As DIP,ECTED ON THE PLANS AND 9LEN0 NATIVE BACKFILL WITH No INSTAL LAI ION STD I I T ' I;=i I TMP_ BEDDING ' I DIA PLY LINE INTO EDGES AT GROUND COVER AREAS. - - - - - ROCKS rAEATER THAN T SECURITY LICIT I-I I I 6- TMP. DIAMETER UNDISTURBED NATIVE SCNI TIM-R R-OvIR:O P-R 3. MOISTEN MULCH AFTER R15iALlAT10N TO ASSIST IN COMPACTION. PUNS FINISH I NON-PRESSURE LATERAL 4. PLACE NO MULCH WITHIN A 6- RADIUS OF THE CROWN OF A WOODY PLANTER. UNDISTURBED NATIVE $OIL GRADE 4' GROUND RBD I TINE SLEEVE - SIZE TWICE 2- SCH 40 CONOUT }.-� I I I I III DIAMETER OF NON-PRESSURE NOTES POR S-CURITY RIL I MIN I I I I I 271 120 VOLT W+RF N RIGID FORS ., NOTE: LATERAL LINE NOTES STEFI CONDUIT (PER 1. UNTANGLE WIPED ROOTS B+' LOOSEN,NC ALL R,^,9TS AT COLE I`UNTANGLE MATTED ROOTS BY LOOSENING OOTB ALL ROOTS AT LOGE _I II LOCAL CODE) 1 PICT:AIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. NOTES:All SLEEVES TO BE SCM 40 PVC. OF ROOT BALI 00 NOT CRAcK ROOT BALI OF ROOT BALL DO NOT CRACK R00 l "I_I - ---= 2. EXTEND ALL SLEEVES 1Y BEYOND EDGE OF MARDSCAPINC AT BOTH ENDS. I- ' I }. ROUTE SLEEVING AROUND HANDICAP RAMPS CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA _ _ CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA _ CONTROLLER ENCLOSURE TYPICAL TRENCHING " TYPE A TYPICAL SLEEVING MULCH INSTALLATION I - CONTAINER PLANTING CONTAINER PLANTING ON SLOPE - i 1 a/1CiKFLOW MREvpM0N DEVICE SHALL BE rt+STALLEo WTTHIN AMONG SOX PLANTING NOTES MI-POP SHRUB HEAD BODY SET TO 459)SB19C•30 AL ALUMINUM ENCLOSURE,AND SHALL BE INSTALLED PARALLEL 1/4- ABOVE FINISH GRADE TO THE STREET AND SCREENED WiTH SHRUBS WHENEVER POSSIBLE, FINISH GRADESACK QW 1. CONTRACTOR SHALL NOTTFYTHE CiTYAND LANDSCAPE ARCHITEI TOFSiTE RAIN BIRO 33 DNP WITH PURPLE /1I'ID SCRff) 1? RUB9'R CAP - SUPPLY ONE KEY CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND PER 12 OCPs INCLUDING HOSE STRUCTURE OR SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ___ _ SWIVELS THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS I-1 I III 11=1 I I III--III- HARo$cAPING I I=I I=III= I I=III—I I AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION =1 i= FINISH GRADE - INSTALL IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE -III-I I I-1 I I 1 I I— PLANTER BED ONLY _ SPRINKLER SYSTEM, WALLS, STREET LiGHTS, SIDEWALK, UTILITY LiNES AND 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS ATIONS FOR SOIL -I I I II III 11-111 I I 16 MAXIMUM_ _ -1 EQUIPMENT,AND ARCHITECTURAL FEATURES PREPARATION, PLANT PIT REQUiREMENiS, STAKING AND BACKFILL ONE IREMKALF T SPACING r_ _1 REQUIREMENTS. REOU!REMENT � LIMIT OF PLANTER AREA H I I I CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS ••.•.•'.�.. AT THE SITE PR]OR O COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES 3. CONTRACTOR SHALL FAMTLIAIIIZE MMSELFMERSELF WITH ALL .III—III-ILII SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. UNDERGROUND UTiLTT1ES,PiPES,STRUCTURES,ETC.,AND SHALL TAKE SOLE -_ I-III RESPONSIBILITY FOR THE REPAIWILEPL.ACEMENi,AT NO COST O THE CiTY, =III -III=III-I— —II —III=III= SCH 40 BRASS NIPPLE 12' -1 —I i f 6"1 I I- I I=1 11_1 I I THE CONTRACTOR SHALL FAMILIARIZE H►MSELFMERSELF MFiTH ALL ANY DAMAGE OF SAID UNDERGOl1ND FACILITIES. -I I III�IIIA;l L� UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE SCH 40 9RAS$ 90"ELL ;`L��}'„F RESPONSIBILITY FOR THE REPAIR/RFPLACEMENT,AT NO COST TO THE CITY, FOR 4. NO PLANTING SHALL BE DONE UNTiL ALL OPERATIONS IN CONJUNCTION 3 SCH s0 BRASS 9Cf STREET ELL �� STAINLESS STEEL ANY DAMAGE OF SAID UNDERGROUND FACILITIES. WiTH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN SCREW CLAMP COMPLETED, FINAL GRADES HAVE BEEN FSTABLiSHFD, THE PLANTING Z SCH 40 BRASS NIPPLE - MINIMUM (3) PLACES CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND / s 24' LONG I I� OPTIMUM COVERAGE WiTH MINIMAL OVERSPRAY ONO WALKS.STREETS,WALLS, THE WORK APPROVED BY THE CITY. a REBAR STAKE ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE _ SCH So l 9o' STREET ELL I f2 4' l0n') COMPENSATiNG NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL S. ALL PLANT MATERIALS SHALL O APPROVED FOR QUALITY LOCATIONON. FINAL THE CITY OF / i\ r - III CONSTRUCTION. ALL PLAT PE MATERIALS SHALLQ BE SUBJECT TO O APPROVAL BY OF EOVAI SCH 40 PVC WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.) REPRESENTATIVE OF THE CiTY PRIOR TO EXCAVATION. 1"ON-�R-rSSIURE MARx 90 STREET\ELL 90 STREET ELL INTERFERE WiTH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO III 90 STREET ELL PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FiELD ADJUST 6. CONTRACTOR IS LANDSCAPEESPONSIBLE EASOR BEYLL OND PAIRS LIMITNDICIR REPLACEMENT IS LATER-'- FIrrT<G - � I VIII IIIA_ I� ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS NON-PP=:SURE LATERAL LIN_ SCM 80 PVC NIPPLE THE SPRINKLER SYSTEM BY B4 TALLING A QUARTER CIRCLE OR HALF CIRCLE A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB TYPICAL (2) PLACES I SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS O PROVIDE PROPER CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF NOTE COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST O THE ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY. 1 ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EOUAI ANTI-DRAIN VALVE A$ REQUIRED SPRUNG (TRIANGULAR) UNLESS OTHERWISE INDICATED ON CiTY PLANS SEE LEGEND FOR SPACING REQUIREMENTS N01, 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. 2 WHERE PLANTED ADJACENT TO WALLS. WALKS. CURBS OR 1 LCCA-L MEAD 2- TO 6- FROV WALK$, CURBS. HARDSCAPING, mow STRIPS. PRESSURE SUPPLY INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE FTNALQUANTTTiESFORPLANTMATERIAL.SiNSTALLEDSHALLBEC)OVERNED SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER MAiM RYE O THE FARTHEST REMOTE CONTROL VALVE(REV)ON EACH BRANCH. BY THE INDICATED PLANT SPACING REWIRED. SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING CITY AND LOGES OF LAWN LINE FINING FROM SUCH LIMITS SEE LEGEND FOR SPACING REOUIREMENTS DESCRIPTION OF REVISION DATE APPROVED 2 USE i-FLON TA°E ON ALL MALE THREADS. MGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN 3 INS A'_L HEADS wltH INTERNAL CHECK VALVE AND PRESSURE PRESSURE SUPPLY UNE ENCLOSURE FOR IRRIGATION WIRINd. i. WHENEVER SHRUB/GROUNDCOVEA AREAS ARE ADJACENT O TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE } SPACING REOT R IAENT$ SHALL GOVERN THE FINAL QUANTITIES COMA"N$ATING FEATURE AS PER THE IRRIGATION PLAN OF PLANT MATERIALS PLANT OUANTrTIE$ INDICATED ON THE a HEAD CONNECTION AT BOTTOM INLET ONLY IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANTTOCrrY STANDARDS LEGEND ARE ESTIMATES ONLY CITY OF RCUCAMONGA- APPLIED WEEK (TURF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS) AND DETAILS HFRFON FOR 1 HOURS A NIGHT/5 DAYS A WEEK BETIVEEN THE HOURS OF 9:00 P.M. CITY OF RANCHO CUCAMGIYGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE ATA71ME. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE ��-1 �TA THE SYSTEM 1S DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT APPROVED BY THE CiTY. T 1 ii" VIC T O 1 til �► COMMUNITY HI-POP SHRUB SPRAY QUICK COUPLING VALVE WITH METAL CITY OF RANCHO CUCAMONGA, CALIFORNIA STAKE - FOR NON-TURF AREAS EACH POiNT OF CONNECTION. iM MA MUM DEMAND OF GALLONS PER MINUTE 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE FiNAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL SHRUB AND GROUND COVER IRRIGATION / PLANTING D E T A I L WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTiL THE REQUIRED SPACING CHANGES SHALL BE BROUGHT O THE ATTENTION OF THE CITY. SOIL AMFNDMENTS 6'INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ TRACTS 15797, 15797-1 • RANCHO CUCAMONGA AUOMATIC CONTROLLER O BE A CAISENSE ETI-_? (STATIONS�DR(DiGTTAIL IRRIGATION N RADIO)W/ANT-I ANTENNA PORT INSTALLED WiTHIN A STRONGBOX(SB)24SS/120 4 CY.NITROGEN STABiLi7FD SAWDUST CITATION HOME S VOLT CON'iROLLER/ELECTIll ENCLOSURE. MOUNT THE ANTENNA PORT 120 IBS GYPSUM (EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS 125 IBS GRO-POWER PLUS (I1 L: BF.1 URL A A} 14 OR K CU.1f.11 L.1 CES. .4 COA F E R EACE NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,iS REQUIRED AT ALL AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE SHALL BE HELD WITH THF. CITY'S REPR _'SEN�'TA TI t rE A.ND pODM of CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE O BE AS DIRECTED IL LANDSCAPE AREAS SHALL RECEIVE 4.OF WOOD CHiP MULCH UNDER ALL APPROVED B Y: . DATE: MY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER. CONTACT THE BY A REPRESENTATiVE OF THE CiTY. TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS, CITY ENGINEER ` RCE N THE CONTRACTOR REGARDING GENERAL REQUIRE- CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PURSUANT TO CiTY STANDARDS AND DETAILS HEREON. GRADING L►QSC,I,o MEN'T.S OF THIS WORK. PROCEDURES. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE coNDucrorts OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL F DESIGNED BY / / RECOMMENDED AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION SUBMIT A SAMPLE FOR THE CITYS APPROVAL PRIOR TO PURCHASE AND ���� Frank W �pC TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER FOLLOWED CONTROLLER ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, PLACEMENT. SHRFDDED MULCH iS AVAILABLE FROM: `�� R D o-_her y FRANK CONTRACTOR SHALT. VERIFY ALT. CONDITIONS AND BY A PRESSURE REGULATOR (IF REQUIRED), FOLLOWED BY BACKFLOW COORDINATED AND PND FOR BY THE DEVELOPER 10 RADMACHER DIMENSIONS SHOWN ON'PLANS AT THE SITE PRIOR PREVENTION DEVICE,FOLLOWED BY A FLOW METER FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR O FINISH GRADE OF THE BLUE RIBBON NURSERIES -. DRAWN BY SHEET TO CO.4fAfEN'CE,4fEN'T OF ANY WORK. ALL STANDARDS AND EQUIPMENT SIZED SPECIFICATIONS, MANUFACTURERS'ALL EQUIPMENT PER AND AREA O BE IRRIGATED UNLESS OTHERRTSE DESIGNATED ON THE PLANS. ORANGE.,CA * ASSOCIATES, INC. Ill DISCREPANT SH.41_L�6'REPORTED(FOR LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON (714)613 1666 \� Landscape Architects L- nF FOR DIRECTION IMMEDIATELY TO THE CITY. SITE BY A REPRESENTATIVE OF THE CITY. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT _ ;' ' CHECKED BY PHONE (714) 632-1774 FAX (714) 832-5721 DRAWING No, THE TOP OF THE SPRINKLER HEAD IS V."ABOVE FINISHED dRADE. \F J-!�IF C'L \t 14841 Yorbe Street. Sutte 204 Tuattn, CA 92660 PROJECT S11611 NO -A OF �I SPRINKLER IRRIGATION SPECIFICATIONS PART 1 - GENERAL 1.01 DESCRIPTION A. Scope of Work: Provide all labor, materials, transportation, end services necessary to furnish and install the C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the following 5. Use 10" x 10-1/4" round box for all quick coupling valves installed within on-structure landscaped areas. 3.04 TEMPORARY REPAIRS Irrigation System as shown on the Drawings and described horeln. information: Carson Industries No. 910-12B with green bolt-down cover or approved equal. The City reserves the right to make temporary repairs ae necessary to keep the sprinkler system equipment In operating condition. The exercise of this right by the City shall not relieve the Contractor of his responsibilities B. Standards: All work and materials shall comply with governing codes, safety orders, standards, and GUARANTEE FOR IRRIGATION SYSTEM N. Sprinkler Hoods: under the terms of the guarantee as herein spectfied. regulations, and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. We hereby guarantee that the Irrigation system we have furnished and installed to free from defects In materials 1. All sprinkler hoods shall be of the some size, type, and deliver the some rate of precipitation with the diameter 3.05 EXISTING TREES and workmanship, and the work hos been completed in accordance with the Drawings and Specifications, ordinary (or radius) of throw, pressure, and discharge as shown on the Drawings and/or specified in these special 1.02 QUALITY ASSURANCE R REQUIREMENTS weer and tear, unusual abuse, or neglect excepted. We ogres to repair or replace any defects In material or provisions. Where it Is necessary to excavate adjacent to existing trees, the Contractor shall use all possible core to avoid workmanship which may develop during the period of one year from date of acceptance and also to repair or injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur sholl be done by hand. A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all observations as required. replace any damage resulting from the repairing or replacing of such defects of no additional costs to the City. We 2. Spray hoods shall have a screw adjustment. All roots two (2) Inches and larger In diameter, except directly In the path of pipe or conduit, shall be tunneled shall make such rtpolrs or replacements within a reasonable time, as determined by the City, after receipt of under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine B. Manufacturers Directions: Manufacturer's directions and detailed drawings shall be followed In all cases where written notice. In the event of our failure to make such repairs or replacements within a roasonoble time after 3. Riser units shall be fabricated In accordance with the detoals shown on the drowings. is run close to trees having roots smaller than two (2) Inches In diameter, the wall of the trench adjacent to the tree the manufacturers of articles used In this Contract furnish directions covering points not shown In the Drawings receipt of written notice from the City, we authorize the City to proceed to have sold repairs or replacements mode shall be hand trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall be painted with and Specifications. at our expense and we will pay the costs and charges therefore upon demand. 4. Riser nipples for all sprinkler heads shall be the some size as the riser opening in the sprinkler body. two coots of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four (24) hours; and C. Ordinances and Regulofion*: All local, municipal and stole lows, and rules and regulations governing or PROJECT: S. All sprinkler heads of the some type shall be the same manufacturer. where this Is not possible, the side of the trench adjacent to the free shall be kept shaded with burlap or canvas. relating to any portion of this work are hereby incorporated into and mode a part of these Specifications, and their 3.06 FIELD QUALITY CONTROL provisions shall be carried out by the Contractor. Anything contained In these Specifications shall not be LOCATION: 0. Sleeving: construed to conflict with any of the above rules, regulations, or requirements of the some. However, when these A. Adjustment of the System: Specificotlons and Drawings call for or describe materials, workmanship, or construction of a better quality, SIGNED: 1. Sleeving under hordtcope or paved areas for mainline, lateral linea or control wiring shall be Schedule 40 higher standard, or larger size than is required by the above rules and regulations, the provisions of these I P.V.C. or approved equal. 1. The Contractor shall flush and adjust all sprinkler hoods for optimum performance and to prevent oversproy Specifications and Drawings shall take precedence.. ADDRESSED: onto walks, roadways, and buildings as much at possible. P. Vandal Resistant Controller Enclosure: D. Explanation of Drawings: PHONE: DATE OF ACCEPTANCC* 2. If if is determined that adjustments In the Irrigation equipment will provide proper and more adequate coverage, 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and Irrigation Detail sheet. the Contractor shall make such adjustments prior to planting. Adjustments may also Include changes In nozzle 1. Due to the Scale of the Drawings, It Is not possible to Indicate all offsets, fitting, sleeves, etc., which may be PART 2 - PRODUCTS sizes and degrees of arc as required. required. The Contractor shall carefully invesfigote the structural and finished conditions affecting all of his work 2. A bockboard shall be secured to the controller enclosure housing to provide a base for mounting the outomotfc and plan his work accordingly, furnished such fittings, etc., as may be required to meet such conditions. Drawings 2.01 MATERIALS sprinkler controller and terminal strip, 3. Lowering raised sprinkler hoods by the Contractor shall be accomplished within ten (10) days after notification are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a by the City. monner as to avoid conflicts between the irrigation system, planting and architectural feotures. A. General: Use only new materials of brands and types noted on drawings, specified herein, or approved equals. 3. A 117 volt duplex box shall be provided with an On/Off switch, and o 117 volt receptacle. Metal conduit shall 2. All work salted for on the Drawings by notes or details such be furnished and Installed whether or not B. PVC Pressure Main line Pipe and Fittings: run from the 117 volt supply to the controller housing. All power within the housing shall be properly phased. 4. All sprinkler heads shall be set perpondlcular to finished grades unless otherwise designated on the Drawings. specifically mentioned In the specifications. 4. A terminal strip shall be provided, clearly incitcatin the proper points of connection of all appropriate wiring S. Rain Bird EFB-CP-PRS volves will be set per manufacturers specification so that each lateral operates at design 1. Pressure main line piping for sizes 2" and larger shall be PVC Class 315. (station valves, matter valve, common, control control. pressure. 3. The Contractor shall not willfully install the irrigation system as shown on the Drawings when It Is obvious 1n 2. Class 315 pipe shall be mode from an NSF approved Type 1, Garde 1, PVC compound conforming to ASTM the field that obstructions, grade differences, or discrepancies in area dimensions exist that might not have been resin specification D1784. All pope must meet requirements as set forth in Federal Specification PS-22-70, with Q. Mlscelloneous Irrigation Equipment: B. Testing of IMgation System: considered in engineering. Such obstructions or differences should be brought to the attention of the City of an appropriate standard dimenslon (S.D.R.) (Solvent-weld Pipe). Rancho Cucamonga. In the event this notification is not performed, the Contractor shall ossume full responsib111ty 1. Refer to the Irrigation Plans for sizes and types of miscellaneous Irrigation equipment. 1. The Contractor shall request the presence of the City of Rancho Cucamonga In writing of least 48 hours In for any revision necessary. 3. Pressure main line piping for sizes i-1/2" and smaller shall be PVC Schedule 40 with solvent welded joints. advance of testing. 2. All miscellaneous Irrigation equipment shall be as spectfied or approved equal. 1.03 SUBMITTALS 4. Schedule 40 pipe *hall be mode from NSF approved Type 1, Grade 1 PVC compound conforming to ASTM 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and prove watertight. resin specification D1785. All pipe must most requirements as set forth in Federal Specification PS-21-70. PART 3 - EXECUTION A. Material list: Note: Testing of pressure main lines shall occur prior to Installation of the electric control valves. S. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming to ASTM test procedure 3.01 OBSERVATION OF SITE CONDITIONS 1. The Contractor shall furnish the articles, equlpment, materials, or processes specified by nom* In the Drawings D2466. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square Inch and and Specifications. No substitution will be allowed without prior written approval by the City of Rancho A. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions and receive proven watertight prior to paving. Cucamonga. S. Solvent cement and primer for PVC solvent-weld pipe obd fittings shall be of type and Installaflon methods approval from the City of Rancho Cucamonga prior to proceeding with work under thle Section. prescribed by the monufocturer. 4. Sustoln pressure in lines for not leas than six (6) hours. If leaks develop, replace joints and repeat test until 2. Complete material list shall be submitted prior to performing any work. Material list shall Include the B. Exercise extreme care in excavating and working near existing utilities. The Contractor shall be responsible for entire system Is proven watertight. manufacturer, model number, and description of all materiels and equipment to be used. Although manufacturer 7. All PVC pipe must bear the following markings: damages to utilities which are caused by his operations or neglect, Check existing utilities drawings for existing and other Information may be different, the following Is a guide to proper submittal format: utility locations. 5. All hydrostatic tests shall be made only in the presence of the General Contractor and the City of Rancho a. Manufacturer'a name Cucamonga. No pipe shall be backflllod until it has been observed, tested, and approved In writing. Itern No. Description Manufa t11Llr Model No. b. Nominal pipe size C. Coordinate installation of sprinkler materials Including pipe, so there shall be no Interference with utilities or c. Schedule or class other construction or difficulty in planting trees, shrubs, and ground covers. 6. Furnish necessary force pump and all other test equipment. i Backflow Preventer Febco 825-Y-8V d. Pressure rating In P.S.1. 2 Automatic Controller Calsense ET1 e. NSF (Notional Sanitation Foundation) approval D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting 7. When the irrigation system Is completed, perform a coverage test in the presence of the City of Rancho 3 Master Volvo Superior 3100 RCV I. Date of extruslon work on the Irrigation system. Cucamonga to determine if the water coverage for planting areas Is complete and adequate. Furnish all materials 4 Etc. Etc. Etc. and perform all work required to correct any Inodequoctos of coverage due to deviations from the Drawings, or 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. 3.02 PREPARATION where the system has been willfully Installed as indicated on the Drawings when it is obviously inadequate, Irrigation submittal must be specific and complete. All Items must by fisted and should include solvent, primer, schedule and NSF seal of approval. without bringing this to the attention of the City of Rancho Cucamonga. This test shall be accomplished before wire, connector@, vale, boxes, etc. No copies of manufacturer's literature (catalog cuts) are required as submittal A. Physical layout: any ground cover Is planted. information. C. PVC Non-Pressure Lateral Line Piping: 1. Prior to installation, the Contractor shalt size stake out all pressure supply lines, routing and location of sprinkler 8. Upon completion of each phase of work, the entire system shall be tested and odjusted to meet sit* 3. Equipment or materials installed or furnished without prior approval of the City of Rancho Cucamonga may be 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 with solvent-weld joints when Installed in heads. requirements. rejected and the Contractor may be required to remove such materials from the site at his own expense. planting areas. 2. All layout shall be approved by the City of Rancho Cucamonga prior to Installetion. 3.07 MAINTENANCE 4. Approval of any Item, altsrnativ or substitute indicates only that the product or products apparently meet the 2. Non-pressure lateral fine piping installed under paved areas shall be PVC Schedule 40 with solvent welded requirements of the Drawings and Specifications on the basis of the information or samples submitted. joints. 8. Water Supply: A. The entire Irrigation system shall be under full automatic operatlon for a period of swan (7) dogs prior to any S. Manufacturer's warranties shall not rellev* the Contractor of his liability under the guarantee. Such warranties 3. Pipe shall be made from NSF approved, Type I, Grade 11 PVC compound conforming to ASTM realm 1. The Irrigation system shall be connected to water supply point(s) of connection as indicated on the Drawings. planting. shall only supplement the guarantee. specification D1784. All pipe must most requirements set forth in Federal Specification PS-22-70 with an B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. appropriate standard dimension ratio. 2. Connections shall be mode at the approximate locations) shown on the Drawings. The Contractor Is B. RECORD DRAWINGS: responsible for minor changes caused by actual site conditions. 3.08 CLEAN-UP 4. Except as noted In paragraphs 1, 2, and 3 of this section (2.018), all requirementsfor non-pressure lateral fine 1. The Contractor shall provide and keep up-to-date a complete record set of bluellne ozalid prints which shall be pipe and fittings shall be the same as for solvent-weld pressure main line pipe and fittings as set forth in section C. Electrical Supply: Cloon-up shall be mode as each portion of work progresses. Refuse and excess dirt shall be removed from the corrected dally, showing every change from the original Drawings and Specificotlons and the exact installed 2.018 of the Specifications. site, all walks and paving shall be bloomed or washed down, and any damage sustained on the work of others shall locations, sizes, and kinds of equipment. Prints for this purpose may be obtained from the City of Rancho 1. Electrical connections for any and all automatic controllers shall be made to electrical polnt(s) of connection as be repaired to its original condition. Cucamonga at cost. This set of drawings shall be kept on the site and shall be used only as a record set. D. Brass Pipe and Fittings: indicated on the Drawings. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE 2. The Contractor shall make neat and legible notations on the record drawing progress sheets daily as the work 1. Where Indicated on the Drawings, use red brass screwed pipe conforming to Federal Specification #WW-P-351. 2. Connections shall be made at the approximate loceon(s) shown on the Drawings. The Contractor is proceeds, showing the work as actually installed. For example, should a place of equipment be Installed in a responsible for minor changes cause by actual site conditions. A. The Contractor shall operate each system in Its entirety for the City of Rancho Cucamonga of time of flnol location that does not match the plan, the Contractor must Indicate that equipment hat been relocated In a graphic 2. Fittings shall be red brass conforming to Federal Specification #WW-P-460. 3.03 INSTALLATION observation. Any Items deemed not acceptable by the City of Rancho Cucamonga shall be reworked to the manner so as to match the original symbols as indicated in the irrigation legend. The relocated equipment and complete satisfaction of the City of Rancho Cucamonga, dimensions will then be transferred to the original record drawing plan at the proper time. E. Copper Pipe and Fittings•. A. Trenching: B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City has received all accessories, 3. Betoro the dote of the final observation, the Contractor shall transfer all information from the "record drawing" 1. Pipe: Type K, hard tempered. 1. Dlg trenches straight and support pipe continuously on bottom of trench. Lay pipe to an eon grade. Trenching charts, record drawings, and equipment as required before final site observation can occur. prints to a sepia mylor or similar mylor material. Arrangements shall be mode through the city for obtaining sold excavation shall follow layout Indicated on the Drawings and as noted. sepia mylor or similar mylor material. All work shall be in waterproof India Ink and applied to the mylor by a 2. Fittings: wrought copper, solder joint type. 3.10 SITE OBSERVATION SCHEDULE technical pen made expressly for use on mylar material. Such pen shall be similar to those manufactured by 2. Provide for a minimum of twenty-four (24) Inches cover for all irrigation lines Instolled under paving or Ropldogroph, Kueffel R Esser, or Faber Castoff. The dimensions shall be mode as to be easily readable even on 3 Joints shall be soldered with sfWrsi►otde%5sldc+p*r.X14fnc,V4codmlum, solidus bf 1125 hardscaping. A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance for the following the final controller chart (see Section C). The original mylor "record drawing" plan shall be submitted to the City F, and Ilquidus dt F1145 observation meetings, according to the fine Indicated: of Rancho Cucamonga for approval prior to the completion of the controller chart. 3. Provide for a minimum of twenty-four (24) Inches cover for all pressure supply fines of three (3) inches or F. Gat*Voly**: larger in diameter. 1. Pre-Job Conforenee - 7 days 4. The Contractor shall dimension from two (2) permanent pointe of reference, such as building corners, sidewalk edges, road intersections, etc., the location of the following Items: 1. Boll Valves (1*" and smaller) 4. Provide for a minimum of eighteen (18) Inches cover for all pressure supply lines of two and one half (2jj<") 2. Pressure supply line Installation - 24 hours Inches or smaller a. Connection to existing water lines. a. Boli volves shall be a 125 Ib SWP bronze vat" with threaded ends and shall be equipped with a stainless steel 3. Lateral line and sprinkler Inst enation - 24 hours b. Connection to sxiating electrical power. handle. 5. Provide for a minimum of twelve (12) Inches for all non-pressure linos. c. Gate valves. b. Boll valves shall be Hlbco T- 585-70-66 or approved equal. 4. Automotic controller Instailotion - 24 hours d. Routing of sprinkler pressure lines (dimension max. 100' along routing). c. All Ball valves shall be installed per detail. 6. Provide for a minimum cover of eighteen (18) Inches for all control wiring. e. Sprinkler control valves. 5. Control wire Installation - 24 hours f. Routing of control wiring and locations of all splice boxes. 2. Resilient Wedge Got* Volvo (2" and larger) 7. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to traffic loads. g. Quick coupling valves 6. Pressure supply line and lateral line testing - 48 hours h. Stub-outs for future connections. a. Resilient Wedge Gate valves shall be epoxy coated and equipped with a 2" operating nut. B. Backfilling: 1. Other related equipment as directed by the City of Rancho Cucamonga. b. Resilient Wedge Gate valves shall be No. 403 RT-RW as supplied by Watts or approved equal. 7. Coverage test - 48 hours 5. On or before the date of the final field observation, the Contractor shall deliver the corrected and completed c. All Resilient Wedge Gate valves shall be Instolled per detail. 1. The trenches shall not be bockfilled until all required tests are performed. Trenches shall be carefully backfilled seplos to the City of Rancho Cucamonga. Delivery of the sepias will not relieve the Contractor of the with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, send, or other 8. Final observation - 7 days responsibility of furnishing required information that may be omitted from the prints. G. Quick Coupling Valves: approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in landscaped arses to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to B. When observations have been conducted other then the City of Rancho Cucamonga, show evidence in writing C. Controller Charts: 1. Quick coupling valves shall have a brass, two-piece body designed for working pressure of 150 P.S.I. adjacent grades without dips, sunken areas, humps or other surface irregularities. of when and by whom these observations were made. 1. As-bunts drawings shall be approved by the City of Rancho Cucamonga before controller charts are prepared. 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type shall be as shown on the 2. A fine granular materiaf backfill will be Initially placed on all limes. No foreign matter larger then one-half 00 C. Me site observations will commence without "As-Built" record drawings. The contractor shall not call for a Drawings. Inch In size will be permitted In the Initial baekflil. alto visit without "As-Bulli" record drawings, without completing previously noted eorreetlome, or without 2. Provide one controller chart for each controller sequence. preparing the system for sold visit. H. Boekflow Prevention Unite: 3. Flooding of trenches will be permitted only with approval of the City of Rancho Cucamonga. 3. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the CONCRETE SPECIFICATIONS controller door will allow. 1. Backflow prevention unit shell be of size and type indicated on the Irrigation drawings. install backflow 4. If ""foment occurs and subsequent adjustments In pipe, vatv*s, sprinkler hoods, lawn, planting, or other prevention units In accordance with the Drawings. construction ore necessary, the Contractor shell make all required adjustments without cost to the City. PART 1 GENERAL 4. The chart is to be a reduced drawing of the actual installed system. However, In the event the controller sequence Is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy with 60 mesh monel screen and C. Trenching and Backfill Under Paving: 1.01 Description reduced. shall be similar to Bolley /1008 or approved oquol. 1. Trenches located under areas where paving, asphaltic concrete, or concrete will be Installed, shall be bockfilled For concrete Information refer to the Standard Speafflcatems for Public Works Construction (Green Book: 5. The chart shall be a block line or bluellne ozolid print and a different color shall be used to Indicate the area of 3. All pressure main line piping between the point of connection and the backflow presenter shall be Installed as with sand (o layer four (4) Inches below the pipe and six (6) inches above the pipe) and compacted in layers to 95 Edition per the City of Rancho Cucamonga). Refer to Sections 4, 201, 303, and 400, as well as any other soeHone coverage for each station. required by local code. The Contractor shall verify with the local governing body as to material type and X compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the related to the installation, per and post installation of concrete work, materials, labor, and clean-up. The Standard Installation procedures prior to start of construction. Submit shop drawing for approval. compaction of the existing adjacent undisturbed soil and shall be left in a firm unyi*lding condition. All trenches Specifications for Public Works Construction is available from: 6. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each place shall be left flush with the adjoining grade. The Contractor shall set In place, cap and pressure test all piping under being a minimum 20 mils. I. Check Valves! paving prior to the paving work. BI Building News 3055 Overland Avenue 7. These charts shall be completed and approved prior to the final field observation of the Irrigation system. 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction with replaceable 2. Generally, piping under existing walks is done by Jacking, boring, or hydraulic driving, but where any cutting or Los Angeles, CA 90034 composition, neoprene, or rubber disc and shall meet or exceed Federal Specification WW-V--51D, Class A. Type breaking of sidewalks and/or concrete is necessary, It shall be done and replaced by the Contractor as a part of the (310) 202-7775 D. Operation and Maintenance Manuals: IV. Contract cost. Permission to cut or brook sidewalks and/or concrete shall be obtained from the City of Rancho Cucamonga. No hydraulic driving will be permitted under concrete paving. 1.02 Scope 1. Prepare and dellver to the City of Rancho Cucamonga within ten calendar days prior to completion of 2. Anil-droln valves shall be of heavy duty virgin PVC construction with F.I.P. thread Inlof and outlet. Internal construction, two hord-cover, three ring binders containing the following information: parts shall be stainless steel and neoprene. Anti-drotn valve shall be field adjustable against drawout from 5 to 40 3. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to traffic loads. Furnish and Install all concrete work complete as Indicated on the drawings or as specified, Including, but not feet of head. Anti-drain valve shall be similar to the Vatcon "ADV" or approved equal. limited to the following: a. Index sheet which states Contractor's name, address, and telephone number, and which its% each installed D. Assemblies- equipment and material item including names and addresses of manufactures local representotives. J. Control Wiring: A. Furnish and set all relnforctng steel, bolts, and anchors. b. Catalog and parts sheets on every material and equipment Item Installed under this Contract. 1. Routing of sprinkler Irrigation lines as Indicated on the Drawings Is dlagrommatic. Install tines (and various c. Guarantee statement. 1. Except as noted otherwise, connections between the automatic controllers and the electric control valves shall assemblies) In such a manner as to conform with the details In the Drawings. 8. Install all Hems required by other trades which are to be cost into concrete. d. Complete operating and maintenance Instructions on oil major equipment. be made with direct burial copper wire AWG-U.F. 600 volt. Control wiring Installed in control wire conduit within structure shall be made with AWG-TW solid copper wire. Pilot wires shall be a dlfferenf color wire for 2. Install NO multiple assemblies In plastic lines. Provide each assembly with Its own outlet. C. Concrete mow strips, footings for walls, fencing, posts, benches, etc., where applicable. 2. in addition to the above menfloned maintenance manuals, provide the City's maintenance personnel with each automatic controller. Common wires shall be white with a different color stripe for each automatic Instructions for major equipment and show evidence In writing to the City of Rancho Cucamonga at the conclusion controller. Install In accordance with valve manufacturer's specifications and wire chart. In no case shall wire aize 3. Install all assembtles specified herein In accordance with respective detail. In absence of detail drawings or 1.03 Protection of the project that this sorvlce has been rendered. be less than /14. Specifications pertaining to specific items required to complete work, perform such work in accordance with beat standard practice with prior approval of City of Rancho Cucamonga. All finished concrete work shall be barricaded to pedestrian traffic for three (3) days. Barricade shaft be placed E. Equipment to be Furnished: 2. Wiring shall occupy the some trench and shall be installed along the some route as pressure supply or lateral imedlately after concrete finishing. Contractor shall furnish, piece and remove oil of his own barricades. linea wherever possible. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before Installation. Installation and Contractor shall be responsible for any damage to new construction and replacement or repair of the work shall be 1. Supply as a part of this contract the following tools: solvent welding methods shall be as recommended by the pipe and fitting manufacturer. made without added cost to the City. 3. When more than one (1) wire to placed In a trench, its• wiring shall be taped together of Intervals of fifteen (15) a. Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and feet. S. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tope or approved 1.04 Clean-up Volvo su piled on this project. equal, shall be used on all threaded PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure b. Two 2 four-Toot valve keys for operation of gate valves. 4. An expansion curt shall be provided within three (3) feet of each wire connection. Expansion curl shall be of Is all that Is required. Where threaded PVC connections are required, use threaded PVC odopters into which the Upon completion of all concrete work and before final occepianco, the Contractor shall remove oil tools, surplus c. Two 2 keys for each aufomatic controller. sufficient length at each splice connection at each electric control valve, to that in case of repair, the valve bonnet pipe may be solvent welded, materials, apparatus, debris, etc. from the site and the site shall be left In a clean, neat condition acceptable to the d. On i quick coupler key and matching hose swivel for every five (5) or fraction thereof of each type of quick may be brought to the surface without disconnecting the control wires. Control wires shall be laid loosely In E. Line Clearance: City. coupling valve Instolled. trench without stress or stretching wire conductors. i. All lines shoal have a minimum clearance of six (6) inches from each other and twelve (12) inch*• from linea of 2. The above mentioned equipment shall be turned over to the City at the conclusion of the project. Before final 5. All splices shall be made with Scotch-Lok #3576 Connector Sealing Packs, Rainblyd Snap-Tlle wire other trades, with the exception of the control wire sloeve(s) which shall be installed adjacent to pressure supply i observation can occur, evidence that the City has received material must be shown to the City of Rancho connectors., or approved equal. Make only one splice with each connector seoling pack. line. Porallet lines shall not be Installed directly over one another. Cucamonga. 6. Field splices between the automatic controller and electric control valves will not be allowed without prior F. Automatic Controller Assembly: 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING approval of the City of Rancho Cucamonga. Install as per manufacturer's Instructions. Remote control valves shall be connected to controller in numerical A. Handling of PVC pipe and fittings: The Contractor Is cautioned to exercise core in handling, loading, K. Automatic Controller: sequence as shown on the Drawings. unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported In o vehicle which allows the length of pipe to Ile flat to as not to subject It to under bending or o concentrated external load at any point. Any 1. Automatic controller(*) shall be of size and type shown on the Drawings. G. High Voltage Wiring for Automatic Controller: section of pipe that has been dented or damaged will be discarded, and If Instolled, shall be replaced with new piping, 2. Final location of automatic controller(s) shall be approved by the City of Rancho Cucamonga. tp. 120 volt power connection to the automatic controller shall b. DESCRIPTION OF REVISION CITY provided b the Contractor. DATE APPROVED 1.05 SUBSTITUTIONS 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each automatic controller location is to be furnished by others. The final Wectricol hook-up shall be the responsibility of the Contractor. 2. All electrical work shall conform to local codes, ordinances, and union authorities having jurisdiction. A. H the Contractor washes to subany equipment or materials for the equipment or materialslisted on the CITY OF RCUCAMONGA - 1.Drawings and Specif{cotions, ha mayay do do so by providing the following Information to the City of RaRancho L. Electric Control Volvos: H. Remote Control Valves: Cucamonga for approval: 1. All •lectric control valvas shall be the sem• *Iz• and Type shown on the Drawings. 1. Install where shown on the Drawings. When grouped together, allow of loos! twelve (12) Inches between Provide a statement indicating the reason for making the substitution. Use a seporate sheaf of paper for each adjacent valve boxes. Instoll each remote control valve In a separate valve box. item to be submitted. 2. All electric control valves shall have a manual flow adjustment. I. Flushing of System: THE VICTORIA COMMUNITY 2. Provide descriptive catalog literature, performance shorts and Clow charts for each Hem to be substituted. 3. Provide and Install one control valve box for each electric control valve. 1. After all new sprinkler pipe tinea and risen are In place and connected, ail necessary diversion work hos been 3. Provide the amount of cost savings if the substltuted Item Is approved. M. Control Valve Boxes: completed, and prior to installation of sprinkler heads, the control valves shall be opened and full head of water B. The City of Rancho Cucamonga shall hove the sole responsibility in accepting or refecting any submittal item 1. Use 10" x 10-3/4" round box for all gate valves. Corson Industries /910-128 with green bolt-down cover or used to flush out the system. IRRIGATION SPECIFICATIONS as an approved equal to the equipment and materials listed on the Drawings and Specifications. approved equal. Extension sleeve shall be PVC with minimum size of six (6) inches. 2. Sprinkler hoods shall be Installed only after flushing of the system has boon accomplished to the complete TRACT 15797, 157971 1 RANCHO CUCAMONGA satisfaction of the city of Rancho Cucamonga. 1.06 GUARANTEE 2. Use 9-1/2" x 16" x 1 i" rectangular box for oil electric control valves, Canon Industries / 141 9-1 28 with gran bolt-down cover or approved equal. J. Sprinkler Heads: A. The guarantee for the Irrigation system shall be mode In accordance with the attached form. The General Conditions and Supplementary Conditions of these Specifications shall be filed with the City prior to acceptance 3. Use 6" diameter x 6-3/4" deep round plastic valve box for all quick coupling valves. Carson Industries # 608-12 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to be Installed In this work shall be � /i of the Irrigation system. with green � flex-lock cover or approved equal. equivalent in all respects to those itemlzod. 1RFA *2211 p APPROVED BY: ( /, 01 DATE: _ Q B. A copy of The Guarantee form shoal be included in the operations and maintenance manual. 4. Use 9-1/2" x 16" x 11" rectangular box for oil electric control valves Installed within on-grade landscaped areas. 2. Spacing of head* shall not exceed the maximum indicated on the Drawings. In no core shall the spacing exceed //'' G // Corson Industries # 1419-128 with green bolt-down cover or approved equal. the maximum recommended by the monufacturer. CITY ENGINEER CL"` f RCE NO. -14 -'5._ `KNDSCAPF �� DESIGNED BY: RECOMMENDED: Frank W. c' FRANK - Rad ocher - I 7` �_�8 1 RADMACHER _____ -. DRAWN BY: 4$ ASSOCIATES, INC. SHEET L-7 0 13 / Landscape Architects - OF _ - \\ 9/ �/�OF CHECKED BY: PHONE (714) 832-1774 FAX (714) 832-5721 DRAWING No. F C A`�F`% 14841 Yorba Street, Suite 204 • Tustin, CA 92880 161.2-L PROJECT SHEET NO. is OF &P- • ` d • H��� Awl! } + � • d q} l� 0I o 21 ,� CO �o 24 25 32 w 2S �- PERIMETER WALL-PRIVATE 2� _ 31 2928 3 s Opp y --- �' 2 ' _ �C I ro"�"l�G �:,i��.�:'-•-i.JS �A!''ir��J'�1.�N51 J lam,I,�{,� (l UJr41' . • µ pA K.1�.lp.'•f � rte`�" I�� ��s,,_;� ���'� ��5T �UCa:,'��T U5 ?'1�-•� � � �- �1%NT• DI�pr1GE �La~A r !�iG� • 24� F 1..T I ' 8� w' to Pte° f ;►iii PLANT MATERIALS LEGEND , TREES SPACING - J J T—2 EUCALYPTUS B LLRE'fANA NSC N.GUM15 GAL. 201 0.C.. T-3 LAGERSTROEMIA 'KUSKGOEE' CREPE MYRTLE 15 GAL. 30 ' O.C. T-4 PLATANUS ACERIFOLIA LONDON PLANE TREE 2W &OK 30 ' O.C. T-5 PINUS r-�; '�Ic,� 24` BOX _ ' O.C. T-6 CINNAMOMUM cAMPHORA CAMPHOR TREE 24' BOX 30' O.C. • — T-7 EUCALYPTUS SIDEROXYLON RED IRONBARK 15 GAL. 20 ' O.C. SHRUBS PLANTING PLAN S-1 AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. 24" OX. S-2 HEMEROCALLIS HYBRID 'YELLOW' DAYLILY 5 GAL. 24" O.C. ��� T'{ �-HpµT � 4'�') 9b S-3 PITTOSPORUM TOBIRA VARIEGATA VARIEGATED MOCK ORANGE 5 GAL. Go' O.C. S-4 ABELIA E. GOUCHER N.C.N. 5 GAL. 5' O.C. S-5 PHOTINIA FRASERI " N.C.N. 5 GAL. 5 ' O.C. S-6 XYLOSMA CONGESTUM 'COMPACTA' COMPACT XYLOSMA 5 GAL. 5 ' O.C. S-7 RAPHIOLEPIS INDICA 'JACK EVA' INDIA HAWTHORNE 5 GAL. -4E O.C. S-8 GREVILLEA NOELLII N.C.N. 5 CAL. 4 ' 0.C• DESCRIPTION OF REVISIONCRY S-9 T9ACfiEl05PL}?-muAlwkJfm1N010E5 5p4R J01611I,r1 N . f GAL. 31 O.C. Oct AM410 D VINES CITY OF RANCHO CUCAMONGA 5 GAL. i ' THE VICTORIA COMMUNITY PLANTING -PLAN T TRACT 15797 RANCHO CUCAM ONGA t 1 1l '201 CITATION HOMES FRA 02211 _ APPROVED BY: ;DATE: CITY ENGINEER S (y RCE No. l5�5 REFER TO PLANTING NOTES ON SHEET L-6 \ A1lDSC0,F Fra k W. DESIGNED BY RECOMMENDED 0 �cti FRANK pr �'Z-r` 99 LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH d oche "° RADMACHER MAWN BY, ASsocLATEs. INC. s4EET UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND Landscape Architects 4:--a . OF 13 DETAILS HEREON. �rF _ o� CHECKED eY: P'HONZ (714) 832-1774 FAX (714) est-67=1 JNAWING No. 0f C A`.F 14841 Yorbe Street. Sulu 204 • Ruin, CA SMO ��'� t L . WA,Y Z -t T-, T�> sr - ` �V IT 4- i0e4L4"I 1 I j, � f: . � • q I \ 1 I I 35 3� �7 I I 1 \ 11 34 \ I 5 I 2 I C0 1 I I i w \ 33 I • I I � 32 \ PER77"w ALL-PRIVATE \ 8 I G301 1 T _ J 0 • •r I � J . '`+' � , a `f 25'0.�• _ �; O cj �=� ;. - , . S2 T3 - 5(n , _ 1 U ti 1 R l PLANT MATERIALS LEGEND TREES SPACING ,f T-1 EUCALYPTUS N�Ll1 t1✓1•0 w 1,$dCGO ^EPovERwtArt 15 GAL. 26' O.C. T-2 PRUNUS ' fWZRFIANA N.C.N. 15 GAL. 2Q ' ; 0.C. T-3 LAGERSTROEMIA 'MUSKGOEE' CREPE MYRTLE 15 GAL. 30 ' O.C. T-4 PLATANUS ACERIFOLIA LONDON PLANE TREE ril 00X 30 ' O.C. T-5 PINUS CA"ARtEN515 AFGHAN PINE BbX j!q, 0'.C. f T-6 CINNAMOMUM CAMPHORA CAMPHOR TREE 24" BOX 301 O.C. Loi ? 3For PLANTING PLAN �� ��. sHRUBs S-1 AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. 24" O.C. sr { S-2 HEMEROCALLIS HYBRID YELLOW DAYLILY 5 GAL. 24 O.C.' S-3 PITTOSPORUM TOBIRA VARIEGATA VARIEGATED MOCK ORANGE 5 GAL. !q' O.C. PE�GIT`� CNO`GA�/� �,E.iAJ�•�kr� G.2�, Q., S-4 ABELIA PPANDIPOIJA N.C.N. 5 GAL. 5 ' O.C, ` S-5 t.6PPI Krnavet 'RGfiYGrow' MftwzeAtAAITte.TKEE. 5 GAL_ ..- I S-6 M4%GGH4Rt �'CeAmetjNjAl.' Go-iI 7u*H 5 GAL. 51 O.C. S-7 RAPHIOLEPIS INDICAJACXP_ q► INDIA HAWTHORNE 5 GAL_ I O.C. S-s GREVILLEA NOELLII N.C.N. 5 GAL. O.C. DESCRIPTION OF REVISION "'y /T;77 i/. %r;� 1 +r S-9 NDStlA ��`1 _ GA .G+iF' -+�A' N N 5 GAL. 3 ' 0.0 a�rF APPROveD 510 P'1AHOt`fIA tsot-bEN Al5ut`:G►A1JC� N•C N • 5 mA't' 1 VINES CITY OF RANCHO CUCAMONGA V-1 pt1►Pt NOCIs5tu5 'r'RIGuSP►b,UT�r IrTa5Tr0►� I JY• 5 •- ' :- VICTORIA COMMUNITY THE GROUNDCOVER PLANTING PLAN 1 ROSMARINUS ;'KrW -MYLM' TRACT * TRACT 15797 RANCHO CUCAMONGA FRom (ca^t.� aT IiE� O.C. 11 =20' 5797-1 CITATION HOMES FRA 02271 MYOPORUM PAF,VI PODU 1T1 (1 GAL. ) APPROVED BY: /^ DATE: l REFER TO PLANTING NOTES ON SHEET L 6 AT 5 O.C. CITY ENGINEER _.__— _ _ RCE No. ANDSCAP ----—- -- - ------ F 9� DESIGNED BY: RECOMMENDED W. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH , <. RFeronocher �� FRANK *m T TREES AND SHRUBS, AND BLEND INTO EDGES AT �- 10 RADMACHER UNDER ALS. S VD r DRAWN BY: SHEET .r --`. f :. _ ASSOCIATES INC. I , GROUNDCOVER AREAS PURSUANT TO CITY STANDARDS AND J Landscape Architects L-1 0 oF _f �+ sem• v.e'"'•"i �: J .�- DETAILS HEREON. , :. �l • i I .•�U,.._. + � ..�, J CHECKED BY: PHONE (714) 832-1774 FAX (714) 892-5721 CRAWING No. F !� 14841 Yorbe Street, Suite 204 • Tustin, CA 92680 L PKOJLCI Sf IEFI NO OF 2 - s r. I HIGHLAND 5 !p 1� AVENUE T1s31sln 01, 0 1 1 11 1p 1p A' 0-� /Z itf- . ..... ol, 7 \ \ WV214 AND PERIMETER WALL-PRNATE o 3-- 15 14 13 12 _ CONCRETE HEADER 1/2' RADIUS EX-PmTAT EDGES AND FINISH PER PLAN t• IN LAWN ROSSINGS) GRADE LEVEL AT SIMALE �!� NCS-: NOTE FHSH GRADE ; t. /3 RE-W CONTINUOUS (UNLESS OTHERWISE *67RUCTED) COP01 NOTES. JONrID SCOWJOn AT 10•-0. O.C. AND 3/8' EXPANSION 1 2. e• WIDE CONCRETE HEADER KYWE'EN CflY-AWNTANM TURF AND � COVER AINED AND BETWEEN CITY "NTAINED TURF AND AXI L I U r_)At-" -r}_E- � I� .► 3. CONCRETE TO 4E 520-C-2300 MIN. TO 14E-r''Ip►11_4 "s, _ CITY OF RANCHO CUCAMONGA, CALIFORNIA 4-9 t_G ,Ia- � coxcxErs HNA ER .. . . rmA : • 5 T•2 1 > � _- i 22 20 z ! 21 > PLANT MATERIALS LEGEND j T 1 - TREES ; •' SPACING �! T-1 EUCALYPTUS RUDIS SHAW GUM 15 GAL. 20 ' O.C. .` T-2 PRUNUS Bt,IRYLANA N.C.N. 15 GAL. 20 ' O.C. j T-3 LAGERSfR6EMIA 'MSKGOEE' CREPE MYRTLE 15 GAL. 30' O.C. 1n T-4 PLATANUS ACERIFOLIA LONDON PLANE TREE 24k $d2( 30 ' O.C. T-5 PINUS CAt,L49t1M 10 C.AKAW-f It Awa RAE 24' BOX 25' O.C. `PER WALL—PRFVATE T-7 EUCALYPTUS CAMPHOR CKNPHORA • S DEROXYLON RED IRONBARK 15 GAL. 20' O.C. •` I\ I`E�� G7`I' Cf'tt°►►JT Ww'i•E42+ALS} SHRUBS _ _2 GAY C► r,r m'4 -1<1�.�� 299 r S-1 AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. 24`' O.C. ' • S-2 HEMEROCALLIS HYBRID 'YELLOW' DAYLILY 5 GAL. 24" O.C. eCIeT. EUGALYP'i U5 -`'�P,�C'�� jl�j , ' S-3 PITTOSPORUM TOBIRA VARIEGATA VARIEGATED MOCK ORANGE 5 GAL. Coy O.C• I--.5-4 � ABELIA _�►�=-� "- �. � N.C.N. 5 GAL. 5i O.C. DESCRIPTION OF REVISION `m 2 -5 ;A���•r�• �TNLI, 'C57-5-fa, PAW ,,L..>; �= LI L�{ pF�HE NIS 5 GAL. 5 ' O.C. A/►ROVED XYLOSMA CONGESTUM 'COMPACTA' COMPACT XYLOSMA 5 GAL. 5 ' O.C. S-7 RAPHIOLEPIS INDICA 'J'ACK EVAN' INDIA HAWTHORNE 5 GAL. CITY OF RANCHO CUCAMONGA S-8 GREVILLEA NOELLII N.C.N. 5 GAL. d ' O.C. 'yf S-9 MAf{OhllA AQutFoLjLtM Oren CvraPe 5 GAL. A' O.C. TI-1E6-10 TVICTORIA COMMUNITY �c%,e4o*rff*awl ,yayw��vlo!dc5 I GA(.s-Idr�asw,I»o 2�4"O•G VINES ��Kew&_-!eiUS TwCUtPIv1�TA �S PLANTING PLAM V-1 5 GAL. is a a - REFER TO PLANTING NOTES ON SHEET Lr-6T 4 TRACT 15797 RANCHO CUCAMONGA R � '�"2O� CITATION HOAGIES • i — --- — ----- FRA *2211 MaTCi-+ LINE SSE 5NE1=+ L- q 7s•`rL_-,14• Fec-1 - APPROVED BY: �l�iG(.G �l�l� DATE: / I G , CITY ENGINEER RCE No. Q JNDSG1pt DMGNED BY RECOMMENDED LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH • 4'I.tiCOD CHIP "IULZN NOTr MYOPORUM PARS �`^i �M(1 GAL. ) ��� RFOronkOCer��y'A FRANK UNDER ALL TREES.AND SHRUBS, AND BLEND INTO EDGES AT AT 5 O.C. � �-z�-�� ,2 1110 RADMACHER DRAWN BY ASSOCIATES, INC. sHEF' GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND - I • Lnndsc4pe Architects L 8 OF 13 DETAILS HEREON. - y� CHECKED BY PHONT (714) 832-1774 FAX (714) 432-5721 DRAWNG No. 0 F CA` F 14841 Yorbe 1trMt, Sults 204 • TurtitL CA 9260 PROa�cl S1`1147 NO. a " . ar 'I . d I I G3 I I I 5 zslaIc II I I I 5 0 I I I TMJ I I II ul Y I 9 PERIMETER WALL--PRUATE WAY :mac . •, ` 1 •.r � ulo� G31 I s2 s 32 T4 \ • } G4 �-- G2 \ PLANT MATERIALS LEGEND AXI<�t ,fro G�,Et= TREES � SPACING T-1 EUCALYPTUS NIGF401-11 WILL J1.B4rCDMW?SAwjjIT' 15 GAL. 25' O.C. �j T-2 PRUNUS 6LI R.E I ANA N.C.N. 15 GAL. 20 ' 0.C. T-3 LAGERSTROEMIA 'MUSKGOEE' CREPE MYRTLE 15 GAL. 30 ' O.C. T-4 PLATANUS ACERIFOLIA LONDON PLANE TREE "...1��'X 30 - O.C. T-5 PINUS CAWAR112NSIS CA"AR`f 1S9-ANDpiwE. 24" BOX 2S' O.C. T-6 CINNAMOMUM CA1PHORA CAMPHOR TREE 24" BOX 30 ' O.C. _SHRUBS PLANTING PLAN S-1 AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. 24" 0.C. �i Ft*- C IT( L rLA r47 r-�, F-V-l.r5) S-2 HEMEROCALLIS HYBRID 'YELLOW' . DAYLILY 5 GAL. 24" O.C. S-3 PITTOSPORUM TOBIRA VARIEGATA VARIEGATED MOCK ORANGE 5 GAL. rat O.C. S-4 ABELIA CbFA�"F&-lA N.C.N. 5 GAL. 5'' O.C. S-5 LF-rT+of- ►rnym t.'RW*`r6,Low' r1EvJZ�At.AND'�41R1��. 5 GAL- 6' O.C. S-6 5AII41SC.lP meowl&1.' Cd`/dTE BUSH 5 GAL- 5 ' O.C. S-7 RAPHIOLEPIS INDICA EW-t EVA"5' INDIA HAWTHORNE 5 GAL. '40 O.C. S-8 GREVILLEA NOELLII N.C.N. 5 GAL. 4 ' O.C. DESCRIPTION OF REVISION DATE APPROVED 5-11 •.iA• �';�=•�?�,�.�<.r'MPAGT,4' `'� �.G.�. •� "�'' • 3 ' O.C. i 510 MAHoN1a GOt.DEN aesUN0,a1.,GP, N .CN . a^L" .41 �•-�- VINES CITY OF RANCHO CUCAMONGA -- - J V-1 FICUS REPENS CREEPING FIG 5 GAL. 151 Tf-ln VICTORIA COMMUNITY GROUNDCOVER PLANTING PLAN 15 9T I � •- ; � � TRacT TRACT 15797 RANCHO CUCAMONGA ' ` � ��a��� v CITATION HOMES F1Z4 *22-11 ___ __ MYOPORUM PA--',V =n_ �,h(1 GAL. ) APPROVED BY: I / 1 - DATE: —? _ 2 AT 5' O.C,. - CITY ENGINEER -�'--1� Sd_ RCE No. _2--4953- REFER TO PLANTING NOTES ON SHEET L-6 O `0ADSCAPt DESIGNED By RECOMMENDED. Fr ,k W. 9y�� FRANK G � LANDSCAPE AREAS SHALL RECEIVE 4" OF•WOOD ICHM MULCH ( �` Woop G�per; { t�'c^ 0C o -2 �-q RADMACHER UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES AT DRAwN Br: sr+Er ASSOCIATES, INC. GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND " Landscape Architects �'-( � 0 I ��- DETAILS HEREON. 'A WCOP CHiJ0 MULCH Pt-r- �NoT - - CHECKED BY: PHONE (714) 832-1774 FAX (714) 832-5721 DRAWING No. �\ t /% 14841 Yorba Street, Suite 204 • Tustim CA 92880 // l� f p IP L PKOJECI Sill-IF] NO. OF PLANTING SPECIFICATIONS PART 1 - GENERAL 1.01 Scope of Work: 3.02 Topsoil: PART 6 - WEED ABATEMENT Contractor shall provide all materials, labor and equipment incidental to and necessary for completing ail work, as A. Existing on-site soils listed as 'acceptable' under 'Site Grading' specification. 6.01 Scope of Work: indicated on the drawings, as reasonably implied, or as delineated in the Specifications as follows. B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sandy textured. Silt plus clay Provide all material, equipment, and labor necessary to perform all work as indicated on plans, as reasonably 1.02 Standards: content of this soil shall be no greater than 15% by weight. The boron content of this soil shall be no greater than implied, and as delineated in the specifications. 1 part per million as measured on the saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0 All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the millimohos per centimeter at 25 C. In order to ensure conformance, samples of the imported soil shall be 6.02 Ouality Assurance: minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. submitted to an agronomic soils testing laboratory, approved by the project Landscape Architect for analysis prior A. The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control 1.03 Quality Assurance: to use. Result of testing to be delivered to City for approval. Soil test to include analysis and recommendations. Operator and a Pest Control Advisor in addition to any subcontractor licenses that are required. A. All Contractors performing Site Development work, must be licensed in accordance with the laws of the State 3.03 Soil Amendments: B. All materials and methods must conform to Federal, State, and Local Regulations. i of California. All soil amendments shall be as specified in the Agronomic Sulfabllity/Fertility soils report furnished by the 6.03 Submittal: Contractor B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and Material Prior to the installation of any weed control materials, the Landscape Contractor shall submit to the Landscape Suppliers expected to be employed during the course of construction. 3.04 Soil Preparation: Architect/City a list of the weed control materials and quantities per acre intended for use in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor shall C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, during entire course All work on irrigation system shall be complete and inspected for recommended approval and, fine grading furnish the Landscape Contractor and Landscape Architect and City data to demonstrate the compatibility of the of the Construction Contract. The amount of insurance shall be determined by City. completed, prior to rototilling and prior to soil amendment work. weed control materials and methods with the intended planting and seed varieties present. D. Prior to start of site development work, the Contractor shall notify the Landscape Architect and City to give After rough grades have been established, prepare all lawn and planting areas by tilling or cross ripping to a depth 6.04 Responsibility and Coordination: starting and completion dates. Contractor shall also supply the Landscape Architect and City with the name and of 12". All rock and debris more than 2" in diameter shall be removed from the site, except for areas that are to be telephone number of the person in charge of the work. sodded, in which all rock and debris more than 1" in diameter shall be removed. A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion into the treated areas and to notify the public. 1.04 Responsibilities and Coordination: Apply , spread, and rototil in all soil amendments as recommended to a depth of 6". Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" to 6" the following for each 1,000 square feet of B. No material or methods shall affect the landscape planting or hydroseed germination. No material or method A. Permits: The Contractor shall obtain and pay for all permits and inspections required by governing authorities planting area: shall render the job site unusable for more than 10 days from date of opplication. for the work to be performed. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. 6.05 Non-Selective Herbicides: B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the plans at the site 200 lbs. of Gro-Power or approved equal. prior to commencement of any work under this contract. The Contractor shall verify the location and depth of all The above soil conditioning are minimal qualities only and should be used only for bidding purpose, because soil Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the Pest Control underground utilities prior to start of work. conditions may change drastically from the time these specifications were developed to the time the actual soil Advisor) conditioning take place. Therefore, the Contractor shall obtain his own soils analysis at a rate of one per every C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all temporary utilities such as 25,000 square feet of planted area. These soil tests shall be conducted by an approved Agronomic soils testing 6.06 Selective Herbicides: water, electrical power and gas as required by him for the construction of the project. Temporary services shall be laboratory approved by the project Landscape Architect and City. Copies of the soil test to be provided during the coordinated with the City and other contractors on the job site. Pre-construction job conference. Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor) D. Survey, Reference Points, and Elevations: The Contractor is responsible for establishing all surveys, reference 3.05 Finish Grading: 6.07 Weed Eradication: points and elevations required by him, and shown on plans for proper execution of site construction. After rototilling operations are complete, grade areas to establish finish grades for planting. All flow lines shall be If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the planting areas will E. Traffic: The Contractor Is responsible for all temporary traffic barriers and detours required by him for the maintained and proper tolerances shall be met after settlement at the end of the project maintenance period. require control prior to removal, spray these areas per Pest Control Advisor's recommendations. construction of the project. All temporary traffic barriers and detours shall conform to all conditions required by the City or governing authorities. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. A. Prior to the installation of the irrigation system remove and clear ail weeds and deleterious materials from planting areas. 1.05 Defective and Unauthorized Work: 3.06 Coordination: Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" - 2" below the surface of the All work which is determined by inspection to be defective in its construction or deficient in any of the Weed abatement work shall be coordinated with the installation of the irrigation system rototilling and soil soil. Physically remove all weeds from the site. requirements of the plans and specifications, shall be remedied or removed, and replaced by the Contractor at his amendment work, and planting. (See Weed Abatement section). own expense in a manner acceptable to the Landscape Architect and City. PART 7 - LANDSCAPE MAINTENANCE PART 4 - TREES AND SHRUBS 1.06 Inspections: 7.01 Scope of Work: 4.01 Scope of Work: The Contractor shall arrange for inspections by notifying the Landscape Architect, City and governing authorities, Provide all materials, labor and equipment necessary for, or incidental to, performing all maintenance 24 hours prior to time of inspection, unless otherwise noted. Inspections shall be as listed below, but not Provide all material, equipment, and labor necessary to install all trees and shrubs as shown on plans, as requirements as reasonably implied or as delineated in the specifications including, but not limited to the necessarily in this order. Only the inspection pertaining to the project scope of work will apply: reasonably implied and as delineated in the specifications. following: Rough Grading. 4.02 Products Maintain all plants and planted areas. Drain Lines and Catch Basins. A. Nomenclature Plant names indicated on the drawings conform the "Standard Plant Names" established by the Keep planted areas free of weeds and debris. Irrigations (main line pressure, coverage do system operations test). American Joint Committee on Horticulture. Except for names covered therein, the established custom of the Prune trees and shrubs. Soil Preparation and Finish Grading. nursery is followed. Fertilized all plants and planted areas. Plant Material (delivery & placement). Irrigation. Substantial Completion Inspection (at completion of landscape improvements) - 7 Days. B.Condition- Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from Insecticide spraying. Final Inspection (after maintenance period) - 7 days. plant disease, insect pests, or their eggs, and shall have healthy, normal root systems, well-filling their container, buy not to the point of being root bound. Plants shall not be pruned at anytime, and in no case shall trees be 7.02 Fertilizers: The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City a minimum topped. of seven (7) days prior to the beginning work. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Release C. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture practices and Nitrogen, as designated herein, or approved substitute as required by the Agronomic soils report. Available from 1.07 Guaranties: shall be of the size and caliper normally associated with the container size specified on plans. Removal of all tags, Gro Power (909) 393-3744. labels, nursery stakes and ties from all plant material prohibited until the approval of the Landscape Architect or A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn shall be guaranteed from date of final City. B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and 24% sulfur and shall be acceptance of landscape construction for periods as follows: registered as on agricultural miner, with the State Department of Agriculture in compliance with Article 2 - D. All plant material delivered to the site showing signs of damage or disease or is insufficient in size to carry out "Fertilizer Materials, ' Section 1030 of the Agricultural Code. Trees 24" box do larger 1 year the intent of the planting plan will not accepted and will be replaced at Contractor's expense. Trees 15 gal. do smaller i year 7.03 General: Shrubs All sizes 120 days E.Sizes of PlarrtsSholl be as stated on the Plan. Container stock (1-gallon, 5-gallon, and 15-gallon) shall have Ground Cover 120 days been grown in containers for at least one (1) year, but not over two (2) years. Maintenance shall start immediately after landscape irrigation and planting. Beddin Plant 120 days Lawn lsod) 120 days F.Substitutions, Substitutions for indicated plant material will be permitted provided the substitute materials are Maintain all plants and planted areas on a continuous basis as they are Installed during the progress of the work, Lawn (seed) 120 days from first mowing approved in advance by the City, and are made at no additional cost to the City. Except for authorized variations, and continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed all substitute plant materials shall conform to the requirements of these specifications. by the Landscape Architect and City representative. Guarantees begin after the project acceptance by City and at the end of the 180-day maintenance period. Landscape Contractor shall replace and plant all materials which have died within the time span stated above, at no G.Plants Not Ap"oved'lants not approved are to be removed from site Immediately and replaced with suitable A. Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a cost and within 5 days from receiving written notice from the Landscape Architect or City. If dead material is not plants. The City reserves the right to reject entire lots of plants represented by defected samples. healthy condition. Irrigation system run-off shall be kept to a minimum. Damage to irrigation system resulting replaced and planted within the 5 day period, City may replace dead material with new material and charge the from maintenance and equipment and/or maintenance personnel, shall be restored to its original condition at no Landscape Contractor for all expenses incurred. H. Stake all trees, as per details immediately after planting to prevent wind damage. cost to the City. Failure of any part of the irrigation system shall be brought to the attention of the City. No repairs other than emergency repairs shall be accomplished without written permission from the City. B. Construction Materials: The contractor shall guarantee all workmanship and materials for all site development, I. Plant trees that are to be located in lawn or ground cover areas after finish grades are first established and allow for a period of one year from date of final acceptance of project. at least 7 calendar days prior to installation of said lawns or ground cover to provide for thorough watering of B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals not to exceed 1.08 Material and Labor Releases: trees. All planting holes shall be excavated as defined on appropriate details. 10 calendar days. The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program. Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and materials 4.03 Soil Amendments: releases for all work performed under Site Development. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become Soil amendments shall be as recommended in the Agronomic soils report necessary thereafter by an approved method of pest control, to keep all plants and planted areas free of Insects and 1.09 Disposal and Clean-up: disease. Method shall be reviewed by the City prior to any applications. Pest Control shall include Gopher control. 4.04 Trees Stakes: Remove all waste materials (including excavated material classified as unacceptable soil material), trash and debris generated or encountered during the course of landscape construction, and legally dispose of it. During the course Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further informatlon.a D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of maintenance program of the work, remove surplus materials from the site and leave premises in a neat and clean condition. Clean up and and continue to prune plants as directed or as may become necessary until the end of the maintenance program. remove all remaining debris and surplus materials upon completion of work, leaving the premises neat and clean. PART 5 - GROUND COVER AND BEDDING PLANTS- The LANTS_The site shall be cleaned upon the request of the inspector. Remove fresh weekly. Edge ground cover to keep in bounds and trim top growth as necessary to achieve and PART 2 - EXECUTION 5.01 Scope of Work: overall even appearance. Exterminate gophers and moles; repair damage. Provide all materials and equipment and perform all work necessary for and incidental to installing all ground PART 8 - ACCEPTANCE OF PROJECT 2.01 Protection: cover and bedding plants, as shown on plans, as reasonably Implied, or delineated In the specifications. Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be allowed to dry out. 8.01 General: Bare root stock shall be separated and heeled-in, in most earth or other suitable material until planting. Balled and 5.02 Bedding Plants: burlapped plants shall have root ball covered with moist sawdust, wood chips or other suitable material until Upon completion of installation, a maintenance period of a minimum of 180 days for all landscaped areas is planting. Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of the species and required prior to final acceptance of the work by the City. The Commencement date for the maintenance period variety shown on plans, shall commence upon written approval for all phases of planting installation by the City Public Works Inspector. 2.02 Installation: Maintenance period shall be adequate to verify plant characteristics and establishment. 5.03 Ground Cover: Detailed layout of plants within the planting areas shall be performed by Contractor and approved by the A. Two inspections shall be made that affect the establishment period: The first after all plantings have been Landscape Architect and City prior to planting. Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be established and well completely installed in order to approve the beginning of the establishment period, and the second at the end of the rooted in flats or similar containers. establishment period. If plantings are not acceptable at the end of the 180 day period, due to defective Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the following maintenance, then continue establishment until all work meets with the Specifications and can be approved. mixture: 5.04 Mulch: B. At termination of establishment period all plant material shall be live, healthy, undamaged, and free of Native, On-Site Soil with rock no greater than 3" in diameter Mulch: Shall be of compacted wood chip fiber. infestation. Inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of Gro Power Plus, 5-3-1 15 lbs/cy work will be made. All areas shall be neatly raked and free of weeds. Iron Sulfate 2 lbs/cy 5.05 Coordination: (To be used for bidding purposes only, verify with Agronomic Soils Test.) A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting is delayed, keep plant roots moist and place in a sheltered location protected from the sun, wind and other damaging elements. After backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow thorough DESCRIPTION OF REVISION CiTY DATE AP water-in and establishment. B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to bedding plants and PROVED ground cover planting. Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. Berms in turf CITY OF RCUCAMONGA areas to be removed prior to City acceptance. 5.06 Installation: FART_- ___50 PREPARATION AND FINISH GRADING Plant ground cover and bedding plants in moist soil and space as indicated on plans. 3.01 Scope of Work: Each plant shall be planted with Its proportionate amount of soil so as to minimize root disturbance. Soli moisture THE VICTOR_ _IA_ COMMUNITYshall be such that soil does not crumble when removing plants from container. A. Provide all materials and equipment, and perform all work necessary for and incidental to the soil preparation and finish grading of all planting and lawn areas as shown on plans, as reasonably implied, or as delineated in the Regrade planter areas after planting, to restore smooth finish grade and to Insure proper surface drainage. A 4" PLANTING SPECIFICATIONS specifications. layer of mulch material shall be spread over the entire planter area after grade is established. Watering shall begin TRACT 15797, 15797-1 RANCHO CUCAMONGA immediately after mulching. (Grading shall accommodate the mulch) B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. 5.07 Protection: C. Cleaning and finish grading of planters areas and planting areas. F� #2211 Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. APPROVED BY: / DATE: CITY ENGINEERRCE No. O \�KNDSCAp£ DESIGNED BY: RECOMMENDED: Fro W. �y FRANK od .her RADMACHER 7'L1- 1 DRAWN BY. ASSOCIATES, INC. SHEE' il I JJ Landscape Architects L-(?, OF l3 _ CHECKED By: PHONE (714) 832-1774 FAX (714) 832-5721 DRAWING No 14841 Yorbe Street, Suite 204 • Tustin, CA 92880 2-L PROJECT SHEET NO, �� OF v�I , LIGHT POST PER CITY STD. AUTUMN GLEN COURT J J • J 0 m o J CONSTRUCTION NOTES METAL FA15RICATION NOTES o 1. ALL CONSTRUCTION SHALL CONFORM TO 1 . CONNE=CTIONS TO BE CONTINUOUS WELDED. GOVERNING CODES AND ORDINANCES. 2. ALL CONSTRUCTION TO BE PLUMB AND TRUE, 2. RE"fOVE ALL SLAG AND SPLATTER. 3 r — UNLE55 OTHERWISE SPECIFIED. 3• ALL TUBING TO HAVE ENDS WELDED CLOSED. 3. ALLOW FOR ADJOINING CONSTRUCTION. PAD=85.6 5' 4. ALL CONCRETE TO OBTAIN A COMPRESSIVE 4. GRIND ALL WELDS SMOOTH. PAD=86.4 STRENGTH OF 2000 PS.I. MINIMUM IN 28 DAYS. 5. ALL STEEL TUBING TO BE it G,4. , UNLESS 5. PAVING CONTRACTOR SHALL COORDINATE WITH OTHERWISE SPECIFIED. - DRAIN CONTRACTOR, IRRIGATION CONTRACTOR 6. PAINT ALL STEEL WIT" ONE COAT ZINC AND ELECTRICAL CONTRACTOR TO ENSURE THAT ALL SLEEVING AND CROSSINGS ARE PROVIDED C,"RO1 14TE PR1r-1ER ,4ND TWO COATS OE FOR PRIOR TO POURING CONCRETE. RU5TOLEUM, OR EQUAL , RUST INHIBITING 6. VERIFY WITH PROJECT SOILS ENGINEER THE PAINT, COLOR: NEED FOR REINFORCING, BASE MATERIALS, TO BE DETERMINED BY REPRESENTATIVES 6 R • (0' FRE5ATURATION, ETC. FOR WALKS, FOOTINGS, 3, • DECKS, GUNITE, ETC. OF THE CITY PLANNER AND CITY ENGINEER. --- - PROPOSED 4' THICK SIDEWALK T RESER TO FIN15H GRADING PLANS 7. PAINTING SHALL BE BY ELECTROSTATIC r, R , 6� 4 PER CITY 5TANDARD5 FOR GRADING AND DRAINAGE INFORMATION. PAINT METHOD, g• POST LIGHT TO MATCH EXISTING POST LIGHTS PER CITY STANDARDS. CONNECT TOP R OWE SOURCE R E OF EXISTING GREENBELT LIGHT SYSTEM CONCRETE STEPS 4 HANDRAILS I 12' RAE). - 3' SEE DETAIL 'A, B' BELOW • r Fg.�\�� EXISTW-s SIDEWALK APPROX. LOCATION OF CONCRETE STEPS EXISTING POST LIGHT SCALE: 1' =10' PASEO WALKWAY SCALE: 1'=20' B METAL HANDRAIL STEPS L-1 41- O" o.c. MAX. KA-'ISECTION L-i � 11%" 50. x MIN. WALL STEEL TUBING POSTS RAILS FIN I SH SURFACE FINISH TREADS TO MATCH WALK (MEDIUM BROOM FINISH) 12" 1211 R,TYP. = CONCRETE STEPS,/A, a Elgo �14 24" a _. 1211 NOTE: 4 II II II 11CONSTRUCT ALL RISERS SIMILAR ��- CONSTRUCTION DETAILS 12 12 12dif 12 ° TO SET SHOWN BELOW . F ° +1 �0 +1 a a (0 id 5'- 0" MIN. CLEAR 6PER CfTY 6/29 \4 +' - _ ^ _ % �4 +1 leo CITY COLD JOINT 1'io 1 `�' DESCRIPTION OF REVISION DATE APPROVED +1 6" MIN. I CITY OF RANCHO CUCAMONGA 2" CLEAR _ — CORE 212", INSERT POST _� POR-ROCK IN PLACE THE VICTORIA COMMUNITY 4 (P Cf)\ ° 04 BAR e EACH RISERIt � 1 9t-1 IN. PASEO WALKWAY & DETAILS 1��11 NOTE: ' TRACT 15797 15797-1 RANCHO CUCAMONGA 1211 04 BARS S 18" cz— 41��" 4 1. REFER TO METAL FABRICATION CITATION HOMES NOTES ABOVE. FRA "2211 COLD JOINT 2. INSTALL RAILING 41/2IN FROM APPROVED BY: / J �` - DATE "/244 OUTSIDE EDGE. CITY ENGINEER 4�" _ ea� RCE No3 NOTE: 3. NUMBER OF RISERS VARY, SEE PLAN. `aµDSCAP£ — ----- - DESrGNED 8Y � � 'RECOMMENDED: 1. INSTALL RAILING 41/2" IN FROM ° �`�� ad n wer9�cy� `FRANK OUTSIDE EDGE. 10RADMACHER � �-�' Q� CONCRETE RISERS 2. NUMBER OF RISERS VARY, 5EE PLAN. 1"IETAL HANDRAIL #8 STEPS DRAW,' er ASSOCIATES. INC. sHE£7 3/411 = 11-oil _ 3/4 = 1 -O \n Landscape Architects L-13 OF it C _ CHECKED BY PHONE (714) 832-1774 FAX (714) 832-5721 DRAWNG No. t 14841 Yorba Street, Suite 204 • Tustin, CA 92880 1612-L PROJECT SHEET ND. OF 61&4 "B' LOCATION AUTUMN GLEN COURT 36 . 1 PAD=85.6 PAD=86.4 now • • FRONT VIEW FRONT VIEW - 2" SO. GALV. POWDER COATED STEEL POST SIGN "A" LOCATION 18' 18' SIDE OF SIGNPOST RAISED CONCRETE COLLAR 1T SLOPE AWAY FROM POST STAIRWAY DO NOT � ff IS NOT ENTER. NO �' PASO UJ�►LIGU1,4Y FINISH GRADE SCALE: 1'=20' 1.7 HANDICAPPED HANDICAP L ACCESS. ACCESS. 6' 24' 24' : USE � � o KENYON I� 1 WAY. p.t •! POURED CONC.-' - -- , FOOTING SIGN "A" SIGN "B" / 2" x 2" POST o o SIDE OF SIGN #4 BAR DOWELS BOTH DATE: SIGNATURE: WAYS T H R U BOTTOM O F - 12" POST FOR ANCHOR ETCHED STAINLESS STEEL #4 FINISH PLATES WITH RAISED COPY &. GRADE 2 BRAILLE. POST` �'O O TING DETAIL PLATES TO BE MOUNTED TO 14 GUAGE GALVANIZED POWDER COATED 2"X2"X6' POST SCALE: 3/4"=1'-0" DESCRIPTION OF REVISION CITY APPROVED CITY OF RANCHO CUCAMONGA THE VICTORIA COMMUNITY Frank W�s4 TRACT 15797, 15797-1 RANCHO CUCAMONGA CIO RLic 10 aQmacher CITATION HOMES (T , * APPROVED BY: fir. DATE: CITY ENGINEER . �r fn k4t RCE No. 24953 THEVlCTORG4COMMUNITYS�gn Methods CITATION HOMES RANCHO CUCAMONGA INT g _ - UATE INT. 4rP DESIGNED BY: RECOMMENDED: DATL. This drawinT_ --- document is apart �_ f _ — -- - — - -- -- - — FRANK ELECTR/CAL SIGNS & NEON SSE: 9�8"—� APPROVED 8Y: ,DESIGN: KK COLORS AGN ofacontract RADMACHER L agreement,and d DRAWN BY ASSOCIATES, INC. SHEET 1749 28TH. STREET SIGNAL HILL, CA. 90806 DATE: 1/8/99 sAt.Es: KK DESIGN/uYOUT ! not be released � PHONE (562) 989 - 5755 FAX (562) 427 - 6875 This is an original unpubNshed desWn by SIGN METHODS. AN rights to IDRAWING: X into production reproduce N in whole or in part or to produce any likeness there of shah without twyer+s Landscape Architects L—14 OF 14 remain the exclusive right of SIGN METHODS. Customer's Signature authorization) FRA �22�, CHECKED BY: PHONE (714) 892-1774 FAX (714) 832-8'721 DRAWING No. -- - -- — 14841 Yorba Street, Suite 204 Tustin. CA !12880 1612—L PROJECT SHEET NO. n r