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1606-L
LANDSCAPE ARCHITECTURAL PLANS i / - / r r ,� V1 CV 0 m 11'�u CITATION HOMES C'.A 0 N1_ 19600 FAIRCHILD RD . SUITE 270 TRACT 15796, 15796- 1 RANCHO CUCAMONGA IRVINE , CALIFORNIA 92715 714-250-6600 714-250-6656 fax L.M . D . AREA #2 z VICINITY MAP GENERAL NOTES 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 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. KENYON SHEET NO. TITLE 19 TH ST. WAY PROJECT SITE 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. L -1 TITLE SHEET VICTORIA • 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. PARK 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L-2 to L-5 IRRIGATION PLANS BASELINE AV. 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL ! V010 S14T.L-4 App 5"fr-T L 4a. RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. C .g% .4 Q ~ 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS �--6 IRRIGATION / PLANTING DETAILS � Q HAVE BEEN APPROVED BY THE CITY ENGINEER. Z LLJH- 8. 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 IRRIGATION SPECIFICATIONS Q w WIDE FLAT AREA AT THE TOE OF SLOPE. = v RANCHO CUCAMONGA 9. L-8 to L-11 PLANTING PLANS FOOTHILL AV. o UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL I VOID SHT L-10 ADD SMT. L-IOct, 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 Z 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 LIGPTING AND WALK PLAN 10 SHT. L-I'S ADD SKT. I--13aL, 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 10 FWY � 11. 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 f BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS VICINITY 1 * BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS N?S. 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. MAINTENANCE RESPONSIBILITY MAP 14. PUBL*CLPLLANTAI NNINED TREES SHALL ACCORDANCE WTHBE INSTALLED PER CITY STANDARD PLANS FOLLOWING CRITERIA: CONSULTANTS REFERENCE DRAWINGS V • PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. s 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 RADI"iACPER ASSOCIATES, INC. KENYON WAY : 1242, 1408 • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 14841 YOR5A ST. SUITE 204 VICTORIA PARK LANE : 1242 TUSTIN, CA 132-180 THIS PROJECT IS CONNECTED TO OR WILL DISRUPT AN EXISTING CITY-MAINTAINED LANDSCAPE (714) 832-1-7-14 MILIKEN AVE. : 1240 KENYON AND IRRIGATION AREA. PRIOR TO ANY NEW CONSTRUCTION, A JOINT INSPECTION AND w'4r DOCUMENTATION OF THE EXISTING AREA'S CONDITION SHALL OCCUR WITH BOTH THE CIVIL ENGINEER: AEI-CABG ENGINEERING KENYON PARK : 1194-L - _- CONTRACTOR, CITY INSPECTOR AND A CITY MAINTENANCE REPRESENTATIVE. AT THIS POINT, 93-1 SOUTH VIA LATA SUITE 500 1 THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE COLTON, CA 132324 1 LL EXISTING LANDSCAPE AS SO DOCUMENTED. THE DEVELOPER SHALL ASSUME MAINTENANCE (909) -183-3636 couRT 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: L155 ENGINEERING CITY'S ACCEPTANCE OF THE NEW AREA. THE EXISTING IRRIGATION SYSTEM SHALL BE 2862-A WALNUT AVE. RELOCATED AS NEEDED AND ANY DAMAGED LANDSCAPING REPLACED TO THE SATISFACTION TUSTIN, CA 132180 OF THE CITY ENGINEER. AT NO POINT IS THE CONSTRUCTION CONTRACTOR ALLOWED ACCESS (714) -130-0222 TO THE EXISTING IRRIGATION CONTROLLER WITHOUT A REPRESENTATIVE OF THE CITY BEING 1� w4lTE CLQ CT I PRESENT. II Z z FRANK RADMACHER ASSOCIATES HEREBY CERTIFIES THAT THE DESIGN, DETAILS, CJCA4 AND SPECIFICATIONS AS REPRESENTED HEREIN MEET PROFESSIONAL LANDSCAPE O 0,1 r 9 ARCHITECTURTAL STANDARDS. FRANK RADMACHER ASSOCIATES CANNOT GUARANTEE I THE CONSTRUCTION, INSTALLATION, OR MAINTENENCE OF IMPROVEMENTS AS DESIGNED AND/OR SPECIFIED HEREIN AND DISCLAIMS ANY FUTURE LIABILITY RESULTING -ro ACCo opATE �El. CONDI ioN �v Ep S IN PERSONAL INJURY AND/OR PROPERTY DAMAGE RESULTING FROM DEVIATIONS. \ NORTH D Q �.-i .-S; VOMF_0 SHTS. L-'•1, L-10 t �.-t3 AND WI�FIAVEN C? ----- ------ ---- - --1-- S. - -- - - ----- - ......._....�-.�11.A-- -- / '- ` - - - f� 1 HTS w ( A �* L•Irl —� 1 LANDSCAPE Q U A � � i T I E J � � ��� ��� '� s' DESCRIPTION OF REVISION o„' AP ROVED � i rn CITY OF RANCHO ��M18 CUCAMONGA rn 43,900 TOTAL S.F. OF NON-TURF LANDSCAPE AREAS _--- u i STAR T DR A 6,036 TOTAL SF. TURF THE COMMUNITYVICTORIA E-� 15,530 TOTAL S.F. NARDSCAPE AREA (INCLUD ING WALKS) (EXCLUDES GREENBELT) (1-7,000 WALKWAY, 1030 COBBLESTONE) TRACT 15796, 15796-1 RANCHO CUCAMONGA $ TOTAL S.F. TRAIL AREA (IF APPLICABLE) -- -- 68,166 TOTAL S.F. OF ALL AREAS PRA 022'10 APPROVED BY: ATE: Underground Service Alert 1.6 TOTAL ACRES c,TY ENGINEER �cE: — - 7 14 .4�K �p f DESIGN PLAN PREPARED BY: / RECOMMENDED L'4'N $ TOTAL LF. OF TRAIL FENCING Fra W. FRANK CALL TOLL FREE RP her RADMAC= 7'Z ASSOCIATES, INC. $ TOTAL L.F. OF CITY MAINTAINED WALL 1-800-422-4133 DRAWN SHEE * " Landscape Architects Q/ PHONE (714) 032-1774 FAX (714) 092-5721 L—1• OF _ 13_ $ TOTAL L.F. OF CITY MAINTAINED FENCE 9J = 14041 Yorbe Street Suite 204 • Tustin. CA 92000 CHECKED DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG of C A��� R ,. E. NO 1606-L DATE FILE NO PROJECT SHEET NO. OF 1 IcIENYora WA1' ; ffiv) 'AII ` A ,. . I' 3'4• n ,�r� ASO (w „ I' ttt� _ - _ mob -00 ftft fi4k 4)14 T I (l UC SHALL'SLEEVE'ALL IRRIGATION WATER Z 2 1 UNES AND CONTROL WARES UNDER _ t 4` / r 3 •HARQSCAPE' (STREETS,DRIVEWAYS, WALKS, ETC). vt =4t Z 4 USE SCH.40 P.V.C. PIPE_MIM. OF Z TIMEg DW_OpPIPE TO 5p 5LEEVED. / 2 / ( ' �oRrzc�N / • mPLACE. / IRRICZAxIOW LE1aEWO PET M OL _MANUFACTURER MODEL W0. tJEgCR1iOT10N m + KENYt7N WAY _ O u U RA111F>IQrD 18!2- -DRS 12"(5H.1 Pop-VP 90f7( p W/•502•10 SERIES NOZZLES(QZ la�_(c' 6'R.,,33/.a3I.G5GPM,• ?b P.-I r F p 0 " 12 5ERIE5 3 O * ,� ♦ � � • NOZZIFg (Q,T,L-t,F�_l0� G PM, 2C P.e,1. \ 11 " *lr:l-E5T/-CST NOZZLES-4:-.142 R. .5/I s 11 11 0 • „ ti . • O GPM,C+ Zo p.S_1. �'1 1 " • w N ' e-YAW ' moz._CoR.,.GSciPM,a 20 p5.1. #12-\A61J NoZ._lo'R.,I.o GpM, E 20 P.S.1. t • C1 Q ISO�o'�W1-PR5 G*(LA.l PoP-UP ftor>( w/*lo 5ERIE5 We Z7 CPM, @ 20 P`3.1. 1 y V RAIIJPs12t7 Ip12 SAM-PR5 12`( L� PbP-OF` 090c-11 W/• NOZ._12'R.,1.1112 20p5.1. -� H D \ SuPeRIUR 16(cx> u/a Sr✓RIEg `M4gTECZ•lZr=WC E CoWTRoL VAtuE (2") -WIRE Tt "M.V.'ClRCVIT'b OW RE-LArer� CoNTRot_uERe NO — ReIIJP�IfZQ EFP�-CP PR5-t3 REancrtE Col.sTIZOLVA-\Je C•91ZE {JCJtEt7�_ FIEIt�'`yET` PRE9g.A�RE :rJ. , ' 334{JP QVICt- cbUr-'L-ERvALVE (3/47. 4 MATc�4 L SNE 5EE ABOVE WATTg 4o-, 9E -b GATE VALVE (Lime stz.E7. 1 ' �� j • PkTA Ilaver. 2tOf FLOW 03ewcbcQ(CME TO ACco"AU&M MWANO Matz. FL,ov.om,'), O FEP�CO 82°�`f-A RErXtCErJ•PQEg9URE Fb4cl'4p(cw PREVEti'T TZ (C")_INaJTALL IM A"5TA4owap_ " L&Lt>NI. e1 ICCO��SZE. I- A �GTQItIA Pp,¢tG f,A�.te L�'g POIIlTS-OF cuECTIOIJ • rJoME'STIC WATER METERS (SIZE {JcfiEtJ7,P0Y C.C.W.tJ. I• I O CAL5EIJ-Se ETI-C -CJR AUTOMATIC CCmTpoLLE1R. (biZE tJoTE�7. 111�AL1. tN"�jTRocY+P�OfC" SPS-gg-l2ov I XLEg 1 I• w/AUT.-I E PER t7E.TA1L.. • ————— PQE9gURE rwoP1Y LIW ,g !1Ze frEo,�FCU_oWO,(,,) 1%1,k SIZE_U'bE OJ-'14.40OJ-'14.40PVC.Pt( Awn; (12) Z•-. L"Silt__U3E CL.'�►g P.VC,PIPE. i Al ' E.LA(Ec? -L. APPLY UNE • C3CW,44o Pv.C.PIPE CSIZE C0WTRoL WIRE g-F-eve SCN.4oP.v.C. p1pp CSIZE F•1crT1=r-3 (4p") _ •—courranuetz/zTMnou I - �-.-VALVE SIZE t..r �. qra& - I• I PLOW•A/ PNS[ Y I" I• I I woo, cbee 5mClF(CATloWlb POP 4eJJERAL NorrE5,ETC. - I 114 (54:1 - NOTE: REFER TO IRRIGATION NOTES ON SHEET L - _Co_Al2 . e . ,- MIL,IWIEN AV NM Z a l I w W j 23 ! I i 1 I r- w NORT H 2 2 I 21 941, I ACP Z f cra; t4y (.. A5 0(W) U 'r4 0 3411, LidQ +w — — �. _ I I• ' 1• ^ — � � (j�Yj _` _ � � � .. •7 -�'4 �/L • . . ems ... If— .. + � ° I I �a 3/4 � 12�" IJA IF � -5/ 4 ! !• !W 34 y _ k I , K s4 r � k3a v (u Arm DESCRIPTION OF REVISION I M I LL IGEN AVENUE CITY OF RANCHO CUCAMONGA THE VICTORIA COMMUNITY IRRIGATION PLAN A TRACT * TRACT 15196 RANCHO CUCAMMGA "LF-4 I15T96-1 CITATION HOMES F1;?,4 2210 - _ APPROVED BY: DATE: — CA7Y ENGINEER RCE No. 249 S3 ` £ fig, DESKPW I"'. _ RECOM114"M Fd K �l� FRANK 9X 010 ww a'' ASSOCIATES, INC. SHM t Landscape Amhit ct. L e OF r 3 CHErXED el. PMXZ (na) Date-1774 rAl (714) eM-fM N. 0 F C A l E 14641 Y•rba ltr"t Hutt• W4 • Ttrt1; CA OWN . I&O&-L >ROMUr stM-r r NO. OF 1 t ♦ i 1 ) ` , � t � a1 CALSE:NSE EV/I-T01gTA COhM/001- Y • "L.K06 EMREErl5r 'E - TRI'T ISlYCo MOUNTING TEMPLATE FOR RADIO ANTENNA RADIO ANTENNA Iy,NT•1) RAWCI40 CdCAN10MGAt,CO'. OF eA►.I P,*E9W0W-T)w0(C A. • CLTATtDIJ NAMES AN'-' INSTALLATION INSTALLATION QEV._ 9-2-qa _FIRE 55tJRE CA L ecl 2. VIM.Yw I / 1 ()Gc�METEZ NO_ i _ � 'ZO M � SF4T (` ,L' S. REQ!17. rrA$ZTu•.>G r�REx. 95 PS.1. Ic>ar+•aN PAW � p i �1� '<1��,••. 2"WA•TEQ MF-TR9- IS P i.I. LD��ES v ` ? 1 F. PSACk-FL004 PATER 1. 2" Flow MIETE12 .5 F!6�(Z S'mAeirea w^Lje I.6 ` ALLOW.s'MEM Loss m.o ps.l. ETI j 'I E � � 4rt � :i -��� �I � -D7R2 Zk'Mar us tE q•S` 4'7. It5.1. SLEEVING NOTE: i Ili a c.V. 3.0~ u)10 1 Q LIC SHALL'SLEEVF ALL IRRIGATION WATER Y2 j \ ! ��, !tEVATIo1J tt.o` W 31 Ps.l I i LINES AND CONTROL WIRES UNDER HARDSCAPE' I (STREETS, DRIVEWAYS,WALKS, ETC). c-)eo ~ USESCN.40P.V.C. PIPE _m1u.2-TI.490lA.oF PtP�ro 'I P .1.TarAtr -f-- --j— / MILLIKEN AVENUE $4 L � w f!CALSENSE RENDITION OF TYPIt•AL ETI WATEQ MET>=R No.2 -�C��TEM`P522`C�oRST�FeaRT}I ESTE-3R�PM 40 F.-W.. I I I a It 1 CONTROLLER INSTALLATION Lp030E,S' �i�RT(r,.1G PRESS. 9"l Q�i•1. j 1 Ire`wATT=f2 rTz 1.5 Ps 1. Lo� S c-�3 - - 20 19 I 18 __ No RT N 1 16 —I_ 2`8ACIeFUJw PI&JEOTEIZ 9.5 : (oZ P. cw-, i (n) AZ (It A2 t I _ --� w - _ — — � - .; FS Z`FLE F I�It_rest ? ` FACTo2 (,E).2 N I" I 04, AID '., , I I n (" (� Z -z-- 2"MA,`iTE2 VALVE 2.0 ~ puavl.s`('r,TE�•�I to55 =l3•.QS.I. ' = I �- � ' ' I ' I J ,�,' --- -• �� _--`� --. CONMO(1 Wfl; \\1 1 Z~G4TE vat_vE S~ �j AI's I 04� (A3 I (I/) AZO y4 I U &oof_S*MAIN(.WE 1IF�' b8P5.1. w �•' I I� +- ul ELEVAMON �•o" =49.•p�. � i -ETI o X55 Q6Qb. LIEAT�_C 7Q0 w ( I I ( /, I i /� c4LSC1tisL! /j ConTRo( ToTAc. (A`fSES 35 O f!S_l. �It7taAl PRESS, = 24 t?S•{. qti 4y !� f✓4 Mt s. 5/+31A 41F u. Y. / (" ������� —I S w(ns r spa s� /�� -L. �ly� �/ XXXX.Fr WAnR now(:t tt��� 1 !/6 ! 1 -- AWP r -�(_�_� r'L !� S/�. 11,(� �� — �� I _._.. ---. r.. Si (` ry_` �—r — -"`- / Q I/ �fE�Qj•� ^" — — —--��� ���_ -_ `_— / VA.F' FL0 I` REDLCIhG l 6 FVFIC R METER w - �V TRACT WO.151qCi_ARCAg 9EQVEn � Z�Z , iw —00 TTR3LLE•Q A. ("MR"0.1) CCo1TTOW.JER'16(DETER 1.10.2 � t' � 4" \IAWE NO. 1 _ I,SCO SO.PT. v&LvE l.lo. I _ 4B0 cXJFf• 00O - --'"dam �'�-+� � -•�-- - �� ' ', l� vi! STAND ALONE CONTROLLER MRTN ANTFNNA ANl :AMi[yMA PORT — 2 — 4100 — f, Q _ ,5 — � ' — 2°° � I i"iILL IKFN � ' (Qe) �aq AY NUS --- - E✓U+(•fllED LOCA1lD Ou,SUF of"O. 4 M$:A(LAI(M/IOCAIw coARnE c.wE Er '/� of[S><Gf wl.,of CMSEXI% GEM f"Le- — 57C. — V 5 — 4cn 5 — I,oso� YoDfr NO PER PIANS �— 5� Co — III'T-1 IRRIC,AT10W LEGEND 11 — e(c) g — 12,ao a — 1,223 DET. SYMFyOL MAUUFACTURER MO(�EL F.10• hESCRIf'TtON , REt•�1/E TI7TP.1- aF �I/�fX]ITIE�I.LC,t•, t-IEG,fO' � ' cAE SENst 1MRRtsS 0 U U RA11]P�iRf� 1912-5AM PR5 12`(5N.) Pop-up P,2Orti w/ QO2*10 SERIES W0ZZL�S (Q,T,N�_Lo'l3 R.,•'S,�/a3/.G5 CPM,@ 'IlJ P.g.l. ( !o.FI(DUKE. — (lIL l l,Df OE o' `L7ov�N�2E�n'•oF TL119 Po11J•T � 7M-PreRMRN1pLOET( 10 — 1�4gi 10— 1,1?G ♦ V Q 0 '' " " \ 112 5ERIE5 t•IDZZL.E-> (QT.w,F-)_10 R.,.5/,71.0/2.0 QPM,@ 20042.1, un.>mAcccrr.of 11 — (1470 11 — Sao r ~ P A , � A ( )_12'R., 7/i.o/LS/�O GPM,C' 20 PeLL wpa)! .(F RE1 1 TIAL ANV NWIFIVrlow \ . 1 ■� .f!(D,MKS IL — 1,45fe 12 — 4(00 � � •• M *15•ESTI-05T NOZZUES_4',.14 R•,.5/I.OGPI..1,(' � P.5-I• L ✓ • 13— 9?D 13— IA9E 0 „ P A ~ *Ir2'��T "07_._4x14 R., I.oGPm, Q 20 P.S.T. 14— 17�i3 14— w529 15 — t,BEfl 15— 2.(001 �j— (• ~ M , #8-VAI..) I.IOz._C0'R.,.65 4PF/I,a 20 p5.1. "oz._IO'R,(.O rfpm, a 20 P.5.I• / \ ENCLOSURE MOUNT i 1'1 — re24 17 — 1,3rf4 ■I ct " 16000 M-PR5 �`CL. PoP UP I'Jp(J( W/*to SERIeS ucrzzLe 4%!1,/ 05 c.P'-4 C" 20 pg_I. \ ,� I ' RLEF� E�Vg1'�►Lv�`P.,b" MDrE� - ,( 1 1 1 , r.Atl CONtRpICR PER YED PIMTEO:I�TR�CrrDlRC AMD PLR IOCAr t13— "f�lolo lG—. �(1eG3'��y 1' 1 P"IIIOlrnm`ro�co.16TRVcl.o Af•.110.EO r..c(D s. *.E U,.P.vEc,oP 19 — I,04o 19 'J•� ' i — --'1 ® sEaUEMCE a REM01E CONTROL VALVES (�— 4(e0 III'33 „ . w/X15 VAN IJOZ._l2'R,I.5 GPM,Q ?A .I. I : CONTRO\ RME sVAM ICL TO ORAN"I0TO f0 TDWfIf PIANS 0 EA $I — 4?^a t?I — 1.51145 V_ RAItJP�IRfo Ien-stw-PR9 12•CSlll FbP-UP fborr( I I RW OM( EXTRA M,IIE ICOI OR D1IAMGEI r0 EART•EgT Rtr OR EACM P « 1 MANr:N Of INE YARTIR f011 fViV,!VU 1•IGI A\tADN DRAW,? ZL— V71 2L— 21,599 `�uPERIUR °31co w/o-3E- c0_ MEAgTB2`REP)CrM CONTQOL_VAL�lE. (2'7_WIRE Tb"MV:'CIIZCUIT0j ON RELATEn C00TRMLLRS. 1, I +.TE AT *HC ENCLosu E -C I i C:U'r�cAP�Q'ERAL LWE FRaM I'=1�t�JrY4l.�(E COMMO-VOW TO Be w»I!AND Ga"I'm awK To sE RED N colon 2'3— 11800 �_ RAI{1r�IRn EFS CP PR5-r3 RE=Mc7rE Cop-MCL CSJZE IJCSTE�7 F1EL0-sET` PRESg.AS RE Q'�. Gj 1 AT TTr tt�J Poli�T. l S RO SRM MRI I.R►MAlIP M71lCONI1101 MIRtl RYTM�H C01RRoewfc IC 5015-TOTAL.28,40(0 SQ.FT TdT 24 0p ro_ 3,j n1.Ip QV1CK COl7(�L ER VA1alE (3/4�• .� RwI AND ME r VALVGS.ito T Uat, v TOD SORI m ul vftm R t ANT .ANTC RMA PQM.10 K COMKCIEO TO pO1Al TR(1Mr(RADIO ' 7 SIEN n" Q ACCer Tt/VK'"' f]rT VAwls Cl MrXAI (Y7A,ry TtR / I I MI tLECINCA1 DErICtS SrALI eE GROVIXIt0 PER LOCAL LODE AL l 5q•FT. VALVE 1 i0 23 / r � ►1_- WAT'T5 40'� 9ER1t=3 GATE vAwE (LIFJE 51Z.E7. ---- -- -- - - ,26 ■ _ PA-rA imvueiT *2,2o f" FLAN `-e"-e" (SIZE TO QAccoM,sf7ATE Mw.Aun M4X•FLowy�. REM OVe ATOTAL OF f5 He^rD�-00/c-tf05TEM / -� _- 26 FEP5CO b? -A QerJ em-meg9URE PaG kp-Ww QQE�IENT>=R (eh)_IWgTALL IFJ A„5TR0wrPx'�Ic' ewEn. BIJCw91)ae. 0P�~_cpA)En AREA. CITYOFRANCHOCUCAMONGA, CALIFORNIA I ---�-f�fv,R ,I F FR �•.cFMFII�— • "S C W T E.TER9 (SIZE LStsrEn7 P�`i C.C.W17_ t I tl, :I• H III E 2'1 � --_ LJC'g P011sT5'OF-CONIJECTION f�OME TI A ER M I � ~ 49 / 1 IQN'rON PMC - ,� O CALSE"cbe E•TI-(' DIZ AL7�MAMC CONTROLLEiZ� (->IZE IJoTEn7. IW13TALL_ IN c-mRouGPso>'c M-5g 1Cn\J E OCttybf-t I- .•1 — - — /LWT.-I FEf2 t 7ETAIL.. ` `_ Y — - w _ 10 CWb[D LE4 ANGLE PIPE to 5 SPEcrEIEo DEPTH MM 45 n i s Q SCN .O PVC YALE ADAPTOR Ig P PIPE L R - H 7 r 412 SIZC _U5E CL.3 VC, lP P.V.C.PI .QIJI�• (2 (�` � � i —� � � �'� TI MA • 1 I~ `512.1 ._ 9E E3CN.4p PIPE, '9EAr• !E' RR►RDo[ ---- FOUAwS (� If2 V I (N)_Altt<Ag tJ[SrKI lovdN Ct7eslc,111511Cr 1TFL19 PLALJ o2nf Reoanl5c►�ez AY�oc� — PQE`�5CX2E SUPPLY UIJE,3lZE FIOCESOr ts5 BRASS DP r'tC NR'/•LC COMIfCICMtIt Nt f(AW • 4-0 .C. 1 SIZE 11UrEt77. ••.II -ElEC1iMC CON ROl SaIK 9U LINE SCN, t-'V PIPE C (4P.n1 .—GourfmLLER'STAT1oL) LATERAL. PF'LY I S PIASrIG VALVE BOX 11Y.12') COWT6ZOL_ WIQI;cN F-evE ' SCN.4•o P•V•C. (PIPE (SIZE F-tc7T-mr-1- .cAIRLtt NEN s—VALVE 517E o ( OR E 11 r� 1 1• Q ' o Fto VA MEN CUfEW.1' DE — LL) x , Q_ I � i ` , �Efrw�vE sEa[N(:l V : r rNRSN GRADE aI I V _ - - sEIEMMIR Q - py k NOTE, ,J5ee 5MC!IF1cAmr)Wc:3 t=on CeOP-PAL IJOITE1>,ETC. 0 - V, -PC TK E7(PAN5" _ f !`i I L L IICE N AVENUE � ��" / L � I r LOOP (WIN—24- ouc> BRASS ANGLE IA.EVC r/UNIOEe NOTE: REFER TO IRRIGATION NOTES ON SHEET L - I U m r _ LLL__- )/! WASHED CJR75NED AGCAfGATE NORTH �oP� � (Y � MRES CL -- =- - * -_� — j h A4 I I 3�o I 3 5 I 3 3 rr I (It�F.) -%U9T. VAV C- t3ci - w � 38 3� 4 _ X55 NIP/LE- r— MRF%V"ft SUPPLY LME NSI NOTES1.WALL SCCONTROL%WVESXA M"OWY Or 17 [ROY SW?XtURES OR IWA05GWREG I I 2 NSTALL VALKS N PLAW O[DS w trREKR POSSIBLE NEXT TO 5-0101.15 VALVE(" I I I 1tiJoTE'• TH15 5EC"T"IdFJ OF Ext�r ✓'f ST>e_rpt..I�ICo ]. PLACE ACCR Box N RIGHT INSTAL r0 SiOl1CTURES a MARDS[APING . * A.•LACE AGGREWEE PR1pB TO N TAG WnH P OPTI , S. ATTACH Pl/tS1K q[NTrCCATION TAG MRH APPROPRMTE C()tETROLIER A70 VALVE "LIMBEToR CITY OF RANCHO CUCAMONGA_ CALIFORNIA 1 - - - - 4 T — - - -. � I Ct'1� Al -f : 1 I _ _ Jti RFMnT4' f T�TPr l I. FI LF. xITl1 f. , (2.n III�I u►f AI I x I r�1 ITd 1 1 !'rte••{�—�' � E! U) 2 _ I ► I xc Z -T-- - - - - - - - - - - - (�� s� I / E _ — — — — — — — — — — ,— — — — — — — — — — — — — — — — — — — — — — — — — — XXXAA A DESCRIPTION OF REVISION DATT AP►�m O 2r NG NOTE INSTALL CONTROLLERHA (e4 STA. ) - IN UCSHALL 'SLFEVE'ALL IRRIGATIONWATER ENCLOSURE/DETAIL - IN THIS AREA. CITY OF RANCHO CUCAMONGA LINES AND CONTROL WIRES UNDER 1'"TILLIKEN NOTE: OWNER SHALL PROVIDE A 110-120 AVENUE (Mn 00fAC--ATIC WA•TB2METetZNO1 -nrr,T /�tE�+TE Ar�RBusMYlf�srau G► 'HARDSCAPE' (STREETS, DRIVEWAYS,WALKS,ETC). V.A.C. ELEC. OUTLET IN THIS AREA FOR USE SCN.40 P.V.C. PiPE_M11J.L�F 2-TIMES DL&,.OF nM TO f5F- LC:S%4e J. POWER TO OPERATE THE CONTROLLER. L/C' S POINT-OF-CONNECTION - 2" WATER THE VICTORIA COMMUNITY jICNoTE= I2ENICNE/SALVE EXIST 12-7TA.Co1.ITZ0L1•r-p--¢" METER (BYC•cw-*-) , IN THIS AREA. IRRIGATION PLAN AUTOMATIC CONTROLLER TO BE A CALSENSE ETI-24 d'/ANTENNA � r,�1�LoP�a• HYDRAULIC GRAD. - I,(01o2 FEET PORT INSTALLED WITHIN A STRONG BOX(SB) ETI- 20 VOLT STATIC PRESS. - 95(f-) P.S . I . TRACT t TRACT �� RAN= CUCAMONGA ' MAX. DEMAND Lj4. G.P.M. 15T96-1 CONTROLLER''ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT 15 ALL. 1 ■�Q' (EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER F.LevAr W.M._14„Jo. ELEV•AT HIGNGgT�(EACJ_IICITATION HOMES r SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE r-FZA 02210 _ AT o7 ACTUAL LOCATION OF APPROVED BY: DATE: OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. AC ED THE ENCLOSURE TO BE A DIRECTED BY A REPRESENTATIVE OF THE CITY. / I N IMMEDIATELY DOWN STREAM OF NEVA' CITY ENGINEER L�'�'^� RCE NO. MAKE POINT OF CONNECTIO. DOMESTIC POTABLE WATER METER TO BE PROVIDED BY CCVI D. S E DESK�I[D Ht �� COORDINATED AND PAID FOR BY THE DEVEOLPER. EXTEND NEW TYPE 'K' `AAL Fro W. FRANK FRANK 9 THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE COPPER PIPE(OR AS PER LOCAL CODE)AND INSTALL A REDUCED s 7�L / h o cher � RAD1[ACHER CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR PRESSURE BACKFLOW PREVENTER(TYPE AND SIZE PER PLAN)WITHIN AN 10 -. DlrLwn f,: ASSOCIATE'S, INC. THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER ENCLOSURE (STVZ N 150X#1 P455C "5OA0• * landscape Archlticb -M —:5 OF 3 TO BE PROVIDED BY SCE.COORDINATED AND PAID FOR BY THE " - - DEVELOPER. f " - p� ) m sr. rt>tosa (na ar-Ir,4 rut (ny Ma-ares o* ►.w. � OF c k v�� 1�ML teras sa..� ell>c. sas • t�E.ur. c. sesss l(vOCo—L OF i -- t 01 CALSENSE MOUNTING TEMPLATE FOR RADIO ANTENNA _.. RADIO ANTENNA (ANT-1) -_._ -1F1IIdild3TTGy� 1'EA MtE`I'ErL N0.2.'�Pb � • =- y ANT-1 INSTALLATION - INSTALLATION MAKE POINT OF CONNECTION IMMEDIATELY DOWN STREAM OF NEW L/C"S POINT,OF-CONNECTION IYS WATER DOMESTIC POTABLE WATER METER TO BE PROVIDED BY CCWD, METER (BY CITY ) , IN THIS AREA. \ '"AC""'"" COORDINATED AND PAID FOR BY THE DEVEOLPER. EXTEND NEW'1'•YPE`K' HYDRAULIC GRAD. - IXpl FEET COPPER PIPE(OR AS PER LOCAL CODE)AND INSTALL A REDUCED STATIC PRESS. - %(*N P.S. I . .. Of L�a,I.. 1 I PRESSURE BACKFLOW PREVENTER(TYPE AND SIZE PER PLAN)WITHIN AN r i M ,.,,ar+oe. MAX. DEMAND - 'yq G.P.M. { { ENCLOSURE (""oN4!lvlc'•Ssr�C!lOAL'). 1 / fte _0fv AT W.M_ 1,45"1 E a4.AT I4L;4F AV_i, v. �� }-- L ( - I , o IxvwIw t I t I ,:s. -TRacr Ito.III_AticA9 st<t2vL+n l„ • ��s X i uoz� MATGN LINE SEE a/ L-5 _ __.COIJTROL LER'47(METER WO.1)_ CoWTIiOTL�E.w 6,W-Tim „ i INSTALL CONTROLLER P6 ( � STA. ) - IN z I I — Comtat C t ptf VALVE NO• 1 .IIS %Q,FT. VAI.ve wo. I — (080 SQ.FT. t '� Y•I y� Y • � I ! - x ,b,�,„,, ENCLOSURE/DETAIL - IN THIS AREA. 41 — �'«'O NOTE: OWNER SILALL PROVIDE A 110-120 / '�t ♦ - '11 ��+ 1 ET1 tea° V.A.C. ELEC. OUTLET IN THIS AREA FOR } _ i �♦ �y �•� ;p 1 E �I I DTR2 s _ 4115 _ l,oll POWER TO OPERATE THE CONTROLLER. __ _ CALSVM � __ 57t'o G, — 1,1'>7 i+n _- Qj H ,fit 't �✓ G i 4 I ; I' • ` I 7 / 8 — It2oD IS — It2t'S AUTOMATIC CONTROLLER TO BE A CALSENSE ETI-'SO W/ANTENNA 9 — 2,03 PORT INSTALLED WITHIN A STRONG BOX(SB)24SS/120 VOLT !n t ♦` +� i I t�a � - to— 14gI to— I1120 CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT y& I — 1470 11 — ' (EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER 9� SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE 1 t� 15_ �12o IS-- IA-55 OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF 2` 4- y 14— Ixa 14— 1.329 THE ENCLOSURE TO BE A DIRECTED BY A REPRESENTATIVE OF THE CITY. ` 'w Ilk 15— 118cf-I 15— Y,fo01 �t 11 CALSENSE RENDInON OF TYPICAL ET1 ICc— IICIBD Iv— 1,900 --� w `^ n I + ,' CONTROLLER INSTALLATION 1� — f'�4 17 — 1• � Ib— 4Go 10_ G35 ♦ �K qr I' L ?• + r 19 — I,040 W — '153 THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE $ ��� LJ yr •` tb� �� I to— 44c, lo— 1,83 '3 CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR ,♦ S( — qeo Q1 _ 1,> � THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER / I" woo i \ ` TO BE PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE i 0*0 -, DEVELOPER._. - -_ + Ir Ilk �. tR �„ VALVES 7dTAL --- e4,b451 9Q.Ff- �rp000 VAITIE JO 23 %G M - COMMON WIRE PS " lowj �� ! 9 C44ALL.(fJS'f•A L.t46W MIe►14JLU4F_WfTI.41tJ IT-le OF WAL•f.,_ y i 000 I / f 11 _ Ary 5WVNl III 000 / ETI - � , ' m0000010 • ;�: CALSENSE CONTROL (W-SAS Ill KUOwiJ (Oe�u PS tJoT PE.2TOM SAM Ot FW i � �f• WIRES '► - 000 fill 000 WATER FLOW m IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF.WATER PER 000 ` «k WEEK(TURF)AND 2 I SCM' OF;WATER PER WEEK(GROUNDCOVER/SHRUBS) 114 i000 APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 .w MASTER FLOW PRESSURE , e CKfIONL WATER P.M.TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL.OPERATE AT A VALVE METE REDUCING EVENTER METER •[ \ L' VALVE EXI PA'TFC-R7 _ �� _ _ —- 1.,/C 5H.0►LL,.VERIFY 9`(ST't<MfS�Y3T�¢ETY_ iZ•EpAl2,ETC. � � t AO IZE rte. BY GlT`(000 - Jill 31 i - re �.- �. 46. Ape L I ' � ?J • . Q 'N• Iw ♦� � � ISL -' • t %1L �► - l" ` Lip 'wyk �' r - �+ ,�► :` ltd Imp LP 'E lit FPO • �S E'Xt�Tlht� - Op pill _ IRRICATIOW LECENO STAND ALONE CONTROLLER WITH ANTENNA ,DET tPfMhOL. MANUFACTURER MOnF_L. W0. 1�' EgCRIFrr10N TO SPRINKLER - ANGLE PIPE TO I SPECIFIED DEPTH WITH 45 ELLS O U U RAIWF51Rr:) 1812-dun-II 12'(1514.) POP-UPP-<x-t( W/051110 5mlea) W=LES(Q,T,N)-liR,"A/'A'.s4SCPM,0 OD P.°3.1. ANT I ANTENNA PORT SCH 40 PVC MALE ADAPTOR A w . " • V) ♦ 110— 12 SERIEg NOZZLPg (Q,T,N,F7_10 R.,.caJ��1.0/2.o GPI q,� 2e p.�.l. EPDXY FILLED LOCAJJED 1 W SCM 90 PVC UNION "SNAP-TITE" WATERPROOF OUTSIDE OF BOX BRASS OR PVC NIPPLE * , ) 7/fA�Lg/SAO GPM,Q 20 P.eL1. r CONNECTORS OR EOUAL (, )_I8 R. INSTALL ATION/j OCA11ON COAXIAL CABLE - O PER CITY AND CALSENSE tt ttit C: to Z ELECTRIC CONTROL VALVE . " . w " • • • tit 15=E5T�-05T NOZZIt-5_4x14 R. 5/I.OGRM,� '10 '3.1• REPRESENTATIVE 22ttttfEtt w ;Q , p .ti I 22! t i CALSENSE CONTROLLER m J PLASTIC VALVE BOX (17"x 12") « „ " Ir • " w w 0 � ( IttI I t t MODEL NO PER PLANS MARKED "IRRIGATION RCV' - , - t 0 -�T tLoz._4=,.14'R., t.o Gr�tw ?4 P5.1. ... ' - Ittita t � (CARSON OR EOUAL) W ETCHED WITH CONTROLLER 5 « w w ` " • 8-V/�IJ 11pZ._(o'Qy.(054PM, 20 p5.1. a 4 AND VALVE SEOUENCE m Z U 12-\Y11.1 NOZ._10,1q,Lo 4P►.n, e '10 P.S.I. • 120 VOLT DUPLEX CALSENSE HARNESS 6- MIN. FINISH GRADE « " OUTLET IGFCII ID H < I---I G1 Gl &)ro-`.4m-PR3 G l ti POP-Up Rory'( `NI 10 5ERIE5 WaZZC.ES (p,�11�_8 R.,.9S�.43f.Ce9GPM, � 20 Pg.l. • 20 amp"I FRMINAL BLOCK , • SIZED"IY)ACCEPT/OF -- 5I'A'I'K)Nti,COMMON — SIDEWALK WIRE ANU MAS'I'EIUFLOW Z MOISTURE _T t SENSOR VALVE WIRES. VIII - SENSOR - - �/ RAFi-liblRf� IOIL-SO�M-PR"U ('�N.l PbP-up I'SctN`d'*F*-WW IJoZ-tt R.,LS S*M,t to s.i. - - fy :FIELD WIRES +� I IF. REOURED DESCRIPTION OF REVISION M� • -I I) . - 0 SuPeRIOR 'JIOO N/OSERIES M4�1TEfZ�REI�Icnm CONTQCt_VAwE. (Z�_WIRe TtO"MV'CIRCIJCT'-J ON QELATEn CbWTRbLL*RS. f 11 3 PIG TAIL EXPANSION =1 l LOOP (MIN. 24" LONG) Q.AIWPhIR0 EFP,-CP-PQg-Fb RF>-*F CowrRoL%-/AL3js (91ZE tJCT �_ 'FIELT7- "PRC9a✓..49a REQ' • CITY OF RANCH0 CUCAMONGA- 3 FLOW BRASS ANGLE O3�L�.tP QUICk cooricaQ\l lir (van.ENCLOSURE MOUNT o l :o.n ` a 3j4" WASHED ~ W°`Trg 40� 9ERte9 VALVE W UNION GATE.VALVE (LINE size-). CRUSHED AGGREGATEf7Mi'TA M,Ir�LK3f FLS ��✓aR(51ZE�ACCOMAf7tRE Mw.1.Ai1C1 MAIC.F�CNl15�._ T" VICTORIACO11/IMUNII�I'I�Y ap II • - NOTES I :•dPw:P � f P FFaP>CC> 8Bg`(-A QEtx)CErJ•PRE�9URE t3ACKFl,1� EVEI�[C'ER(>')_W'JTALL INA"STfbNGP.�,S`QL4)1,11.C►JCLOSL)RE. _ I • j + INSTALL CONTROLLER PER MFG PRINTED INSTRUCTIONS AND PER LOCAL II— o— ^/� /� CODES LOCATION TO BE APPROVED IN FtELO BY THE CITY INSPECTOR 1=�Ii-III-III-II SCH BO PVC NIPPLE LJC'ePOItJTg-Cf GONNECT(ON • f�oMFr9TlC WATER METtaRg (91ZE ucrErD7,P1'1 C.C.W.rJ_ T�/� T .-#1_ll l.�( _ TP� A � z CAL5EIJ9E ETI-( -ISR AL7i0MAT1C COFJTRptLeR9 41Z'E FJdLL1�7. tIJ�AII- iN cJiRCI1C,.EfJfC 9fb-g9-140 / la1CLo�UIZ6g TRACT 1 1( 1 �.A j, PRIOR TO CONSTRUCTION CONTROL dt COMMON WIRES " M \ �A—` 115 71mou RANW MACAMONGA ` I 2 CONTROL WIRE E O TENCE T CORRESPOND TO THE PLAN'S DESIGN �Q t�TAllr• (vim' =.-� — w/ALJ-).-I y - --- - - .L,Fi; t••zo1 CITAT ON E SEOONE T REMOTE CONTROL VALVES -- HOMES J RUN ONE EXTRA WIRE ICOIOR: ORANGEI TO FARTHEST RCV ON EACH BRAN^.H OF THE MAINL M4E FOR FUTURE USE PIGTAIL EACH ORANGE «• WIRE AT THE ENCLOSUREBRASS NIPPLE pQE95URE rovGP(_Y LINE,gI'ZE NOTEn,LIF!FaL,LrMJb _L> aSCN.40 P.V,C."PF_,ANh;('E) Z"ne w sm—m -U9E CL.SIV.5 P.V+C.PIPE. `-•,__ - `- + FRA ���-�/� LATeRAL. 50PPL.Y UNE • slCW,4-o pv.C:.pipe CSIze Mar m;-)• _\\ 4--caJlTd7uLea/'STanOu RA I✓ APPROVED BY: ( - - DATE:._.. 4 COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE REO IN COLOR. SCH 40 PVC SX—.,. TEE �� PRESSURE SUPPLY LINE s—�-- CON.F�- WIRE--AIE.EVe • sciA 4O PV•C.P(IDE (Il wicIre a-) -}/---}- CITY ENGINEER p/► S NO SPLICES SHALL BE MADE EH THE CONTROL WIRES 6ETVIEEN CONTROLLER AND NOTES: \ - / 4•--VAWt`SIZE BGE No. { / REMOTE CONTROL VALVES,UNLESS DIRECTED TO 00 SO BY THE CITY INSPECTOR 1, INSTALL CONTROL VALVES A MINIMUM OF 17" FROM STRUCTURES OR HAROSCAPINC. If ANT I ANTENNA PORT:TO BE CONNECTED TO DIGITAL TRUNK RAD46 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. (D R ) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER - 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING I ,`,aT Fronk W. ��i�pp.��� _ SYSTEM PRIOR TO ACCEPTANCE 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. RFronkCW. FRANK T ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE S. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND LIC• 1 to pAn,`. VALVE NUMBER. DM11'M � CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA J * _ AM CU i lAE . \7 REMOTE CONTROL VALVE WITH NlrTE1 "r- S W_4FICA-n0Wg r,0124";ML Wo-r'E III ,r �°•q� LnQlecnpe AftMt•eb �r 4!OF �3 CONTROLLER ASSEMBLY SHUT-OFF VALVE & UNION �i _�( +% o�+� sr >I!►u ('n+) �-M4 FM nq S�►-�'Nllli WW- w.• , INSTALLATION - TYPE A NOTE: REFER TO IRRIGATION NOTES ON SHEET L - =- F ofchIL 14841 . saw t1td1. 9" • CA gem PRc y.► i _ 1 L _ Tt.t .ras a. x r.: 1 I MOUNTING TEMPLATE FOR RADIO ANTENNA RADIO ANTENNA (ANT-1) (REF• mmeaTIC WATL`2.METE2 NU.-z .-PI�PoJE17 ANT-1 INSTALLATION INSTALLATION - — MAKE POINT OF CONNECTION IMMEDIATELY DOWN STREAM OF NEW L/C ' S POINT-OF-CONNECTION - If WATER PA I 01I — DOMESTIC POTABLE WATER METER TO BE PROVIDED BY CCWD, METER (BY CITY ) , IN THIS AREA. '"°"'t tet' COORDINATED AND PAID FOR BY THE DEVEOLPER. EXTEND NEW TYPE'K' HYDRAULIC GRAD. - IXo(.IG FEET / COPPER PIPE(OR AS PER LOCAL CODE)AND INSTALL A REDUCED r rk PRESSURE BACKFLOW PREVENTER(TYPE AND SIZE PER PLAN)WITHIN AN STATIC PRESS. - %(f> P.S. I .PSIMAX. DEMAND - G.P.M. � r,AxToct ENCLOSURE �"SQa Q ii #SSMC_'SoA.I_7, 01 W I A�:tnYI _ AT W.M,_ ii iii AT NI.Nii_I4o11'. (� _ I as• Lx� '� � / fico--m wt.N`, TRACT WO.157fTCo_AREAS gERVFn ,..ti �` MATGN L INE SEES T L—� s x I ou.ER G" METER ,I +g ,VTER ii „ c R �� R INSTALL CONTROLLER Fb ( 5?. STA. ) - IN 1 a j 1 Y I Coa:a Cot*(ch _. _---J ---- ------- VALVE go. 1 .II$'Y.� S�J.FT. VALVE lao. 1 Co80 SQ._ ENCLOSURE/DETAIL - IN THIS AREA. 4foo ? — 2'000 NOTE: OWNER SHALL PROVIDE A 110-120 ET1 F I-Dr 3 — 44210 V.A.C. ELEC. OUTLET IN THIS AREA FOR .w l — leo ►' 1 E 4 — 57Co -DTR2 � 5 _ I� POWER TO OPERATE THE CONTROLLER. (D7: ,� '�'♦t"T S _ 4c (M4 VALN/Ii 3 i - I CALSENME _ 5� — I,I-,r Z• 1• y I, ) b '7 — 1,320 7 — tNO f4F AUTOMATIC CONTROLLER TO BE A CALSENSE ETI-32 K/ANTENNA (' "! DQ► I' I ! - \ 9 — I,'j2o PORT INSTALLED WITHIN A STRONG BOX(SB)24SS/120 VOLT �- T to — 1,4g1 10— 111 CONTROLLER/ELFCTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT ��� X10 I� • t �4 �K 11 — I,47o 11 — ' (EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER V'a� 12 — 1,45(0 12 — 9(00 SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE t3— q2O 13— 1,456 OPERATIONAL. PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF 2` 'Is 14-- 1,76!3 14 — 1,329 THE ENCLOSURE.TO BE A DIRECTED BY A REPRESENTATIVE OF THE CITY. \ jg 'K 15 — I I" 15— 210o I \\ Q � Yi I� � CALSENSE RENDITION OF TYPICAL ETI '�— I,eeo i— CONTROLLER INSTALLATION 17 — (a.4 17 — I,'�14 � �� �� sal► I,� � ( ' / ya, IB— 4100 Iq — 1,� K) — '?5'� THE CONTRACTOR SHALL SUPPLY THF,CONDUIT NEEDED FOR THE qp_ 4100 ?D— I,g33 CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FORIlls g1 — 420 21 _ I,a3'� THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER R) 7 ge— n I 2Q—_2,3g3 TO BE PROVIDED BY SCE.COORDINATED AND PAID FOR BY THE 27— l taco DEVELOPER. 9/4 \ I,eco _28,40(0 SQ.Fr_ *A4 114 — vALVTs L 24,001 SQ.FT_ VALVE No. 23 „R e T 124 COMRTON WIRE ---- r 2 T IN• �� � PTS «� Sop ren P50 I, 0 / ETI o 30 CAISENSI: \ CONIROI + (*)_ARIi wcsr Kwa4m (Oe,IC'W 15 WOT 1�T14t5 tyr RAfJf MGI I$Z A�f�Lr� \ 1 WIRES ►` �i Z -- WATER FLOW Irl IRRIGATION SYSTEM IS BASED UPON A MAXWJM OF 3 INCHES OF.WA 'R Lk T ' ,,� WEEK (TURF) AND 2 INCHES OF;WATER PER WEEK (GROUNDCOVER/SHR •� ' 1 APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 MASTER FLOW PRESSURE a cKFLOW WATER P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE ATA VALVE METE REDUCING [VENTER METER TIME. \ 04 VALVE 'A / If V� A I l y4 - S* x / r w. tic sit IIS '114' �► i / ✓ ' II • / � (�D) �5 II Iw I 1 � i (IIS P�4 tt 1 " �II Iw Iw ,� w � � Iw I' 41 tip 01 j N ® ,0 (x) ibe P I 4' DO PorntYTvgf;l f G1 IRRI�ATI0W LECEN�J DET 5`(MF50L MANUFACTURET2 WICIDEL NO• 0E:5CRip_1 STAND ALONE CONTROLLER WITH ANTENNA SP SPRINKLER - ANGLE PIPE TO / Ott IO 5Ezi Wozzl.ES SPECIFIED DEPTH WITH 45' ELLS __ 06o RA.II•.I�tRF.D 1812-SAM-PRS 12'(5NJ POP-uPt�ot�r w � � _ ----- - SCH 40 PVC MALE ADAPTOR . v v O • • I + ANT I ANTENNA PORT N 1� 4 • • 312 511 NOZLLEg (Q,T,N,F _!O Q.r.9.7�1.0/2.O GPM, 20 P.0.1i. I EPDXY FILLED LOCATED 1 a SCH 80 PVC UNION OUTSIDE OF BOX Ix SNAP-TIT[" WATERPROOF „ • + • , (( CONNECTORS OR EQUAL + « " A A + • " ( 7_12 R., .�/IA/LS/50 GPM,C' ZO RSI. I INSTALL ATION/;OCATION COAXIAL - a ' BRASS OR PVC NIPPLE ! it'!i tttl it 11;21: PER CITY AND CALSENSE .ui;:IlHtltuut;l; ij 3 ELECTRIC CONTROL VALVE " • " " *I15-EST/-CST NO2ZL.E5_4:x1a•�R,,.S&04PIi0 '10 P•S-I• REPRESENTATIVE attttti`ltltitt❑ �. '1t1LWz:tt Nz: r PLASTIC VALVE BOX (17"x 12") « e • !� ,i 1l tttttE;t!t;t C;t .iE CONTROLLER a) 0 b + • , • • Ii�O MARKED -IRRIGATION RCV T I iOZ.-4X14'R, I,O GPA.+ tL 'IA 5.1. i:1t;12tittttl::tttt2 1,NO PER PIANS r Z / 1 R i ;:tttttl;t;tttttt2 Z (CARSON OR EQUAL) 8-vow AIOZ._(o R. ,G5 GPM ® 20 g w ETCHED WITH CONTROLLER a " • + « ' • • , , AND VALVE SEOUENCE „ • # m Z Of ,+, + 11 w . 12-`46,w Noz._to'R,(.O GPM, Ip 20 P.5.1. 120 VOLT DUPLEX —► I -- CALSENSE HARNESS 6" MIN FINISH GRADE « OUTLET IGFGn m , a r--j • q C� 18(X0-�M'PR5 G"(LA>POP-UP r' :N W/*10 5111 wazzL,ES (gTw)_8'iw.Ys3�.49/.COg GPM, Ca 20 P-3-I. ' 211 amp I0 ACC AI.BLOCK _ _ — til/.I�.0 TU ACCGI'F/OP _ S-I-AI IONS.COMMON _ WIRE.AND MAS I EWELOW SIDEWALK III SENSOR VALVE WIRES =11I� -1 SENSOR MOISTURE '�/ RAIIJPsItZt7 1912 SAM-PRS I'L(SII.I FbP-Cm tbor"( vw** ✓J-VA►j 1.102._It'R.,(.5 CPA1, a 20 li Cr" WHERE DESCRIPTION OF REVISION FIELD WIRES ISI III- Oe • OnR APPROVED REQUIRED SUPERIOR 310 11�Rleco IAAwSTER�REIN COWT'QCL%4ALVE (In_WIRE TO"11i ctRC,UtTbj ON mATerj .. R t;;OI 1T'ROI.LLr25. J I 3" I- PIC TAIL EXPANSION , LOOP (MIN. 24" LONG) � Ra,wP�IRn FFPj-Cp-PRS-1� R�rE CANT'ROL,VAI)JE. (SIZE IJCJT'E177_"FtEtt'j-'?,ET` pQEgg..4S REQ rO• C I F' RANCHO CUCAMONGA BRASS ANGLE D 3'1nNP G?oick COufV-ER vAlale (3✓a�• FLOW III VALVE W/UNION ' N WATTS 4o,5 5ERIE9 GATE VAtve (LIii SITZ ENCLOSURE MOUNT r° .3"D c III- 3)4" WASHED -, CRUSHED AGGREGATE . �,-�, q/lpP 1�wJSORI(5tz>cToolcca.•rAtiMW.A1srJ1•'Iex.P�wan7, THE VICTORIA MMUNITY voTEs illll ;:ep oob II FEPbCA BQ°5`(-A RC�UCerD-PRE-b9LN2E I3�KF(,al.i PREVE1-TMtZ (Q+)-INSTALL IW AN5TAOI.1GPXCI'*QLk*A. EWCLOSLAZE. INSTALL CONTROLLER PER MFG PRINTED INSTRUCTIONS AND PER LOCAL III— _ _ II IRRIGATION PLAN CODES LOCATION TO BE APPROVED IN FIELD By THE AN INSPECTOR I=III=III=III= I SCH 80 PVC NIPPLE L.fC'"j Po1►iTg-OF-CONIJECTtON �oME9TiC w4TER METERS (SIZE w rmor'),nm C.C.W.D. PRIOR TO CONSTRUCTION CONTROL do COMMON WIRES O CAL ew- ETt-( > ii AL7I'OMATTC C0wTg0u_elZg (-JIze woTE.T5). rw�3TALL IN- OI> -«5�- -mov �LoEmEg TRacT TRACT 15796 RANCHO Cl1CA�A 7 CONTROL WIRE SEOVENCE TO CORRESPOND TO THE PLAN'S DESIGN _ - _ w/At7T•-I PFR ( TALI. _ 1 JrT96-1 _ _ --j __ OUENCF OF REMOTE CONTROL VALVES "- - - - 3 RUN ONE EXTRA WIRE [COLOR ORANGEI TO FARTHEST RCV ON EACH \ / r I l 201 CITATION HOME S BRANCH OF THE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE ———— PQE151 Jk) a SUPPLY LIWE,gtZE 1"IOTEF7,GPh F'CU_0W4b 1(I) t"-l'/e 5r7.t__VSE c3CH.4o P.V.C.PtM,ANrj; (2-) 8'-eft'size-_LIi CL.161c!), P.V.C.PIPE. BRASS NIPPLE t� /l ����/1 4 COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR SCH 40 PVC SXSXT TEE lam.-MRAL. '!:OP SLY LINE • gCN,4-0 f-14-C,PIPS (SIZE 111 T10 ✓M,' (r4p%4') _ 4.•-.-colrr>muea/�atlou Ff;?, +1 0 APPROVED BY: DATE: PRESSURE SUPPLY UNE � 5 NO SPLICES SHALL BE MADE:Ra TTI[CONTnOL WIRES I)ETWECN CONTROLLER AND NOTES' —'—�� COWTROI. WIRE gLEE\!>r 5LI-I.4o F'V.G.PIpE? (SIZE I-k7T8I�'�. CITY ENGINEER _____ RCE NO. REMOTE CONTROL VALVES,UNLFSS DIRECTED TO DO SO BY THC CITY INSPECTOR i. INSTALL CONTROL VALVES A MINIMUM OF 1 2" FROM STRUCTURES OR HARDSCAPING. — 4—VALVE bIZE 6 ANT t ANTENNA PORT '.TO BE CONNECTED TO DIGITAL TRUNK RADIO 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. �O `e^'S�f- 0[SK�,ED VY IlEOOMHiIE'NOt:O: tO R I AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING ` Fr k W. St STEM PRIOR TO ACCEPTANCE 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. h her s F7ANKNJ -�� 7 ALL EFECTRICAI DEVICES SHALL BE GROUNDED PER LOCAL CODE 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 10 n RADI[ACHER VALVE N -70 UMBER ASSOCIATES, INC. SHUT CITY OF RANCHO CUCAMONGA, CALIFORNIA -.CITY- OF RANCHO CUCAMONGA, CALIFORNIA L_ CONTROLLER ASSEMBLY REMOTE CONTROL VALVE WITH WtT Ii SEE SPECIFICATT01J5 POR GF-011 AL NOTES,ETC. f l Landscape Architects L-4-OF tem BY t•wn (-n4) 81111110-1F74 PAx (-n4) so-em0"4 Aa. LNSTALLATION - TYPE A SHUT-OFF VALVE & UNION NOTE,: REFER TO IRRIGATION NOTES ON SHEET L - G ��`� of c��� ° E 144141M >� 1111i 1004 141 ToeTrrt1A C♦ 911111W l(PO 67—L PRI) ( _ PS30 PJ28 ('EI) �14 wow (�o) PJICa 000-i �' -• /� �tlb _ - - I - — - - - - - -- - - - - - - - - - - - - - - - ` <g0 ter! 627 / �` 1!t � I 1►� - - - - - - - i y� (W) -� rjes. s Ew-b-n-im.%.AiO we-b (sem mn) rN M.OJ1.1Lv-m FROM KE!"cw FwzK-) WI ImA PRUKIf3m lmalr44A'T1O1,1 �Q(p Fo(L A2EAS OIC C4Sre_V_Y S3(fnE OF PATH. T1{FSE: E1u9T.\/AWES SNALAt3E RE-C,0WWECTEr) Tb'n4F- NEWt- iy4 - Q •"NWLWE"AZ WrNCnTEJ:). G-6 VALVE5 ARE.Af�Ec'1��. CoPc_vuLT W/ CITY db X11502 F0P_ / dw - ExACT 1.10.A)-NO LOC oMoWS. WIRE (2E_--0% JE_-CTFr7 VALV65 Ta 0aW COt-rMQu EfL 75 (AS IWOICWSrD�. // 1• lr� ' ll1 } w Lu W A ( ) gt� . o / tw � - - _ 624 CJUT/C1Y�EktST "MA W LINE"Mom PARK (N T4 tt5 AREA. / 1 / IMb OF >- li4 r�1. , a (1q 1) i' , 1 • x 00 $4 pill IRRlQAT10W I.EGEWO DET. -_PfMPbOL MAWLFACTURER MODEL WO. 0r=CbC9zIPTI0N_ O U U RAIZ RAP-0 1812-5AM PR5 12'(5N.) POP-UPPSOC�( w/#�otz 10 SERIES NOZZLES(Q,T,N)_(o a.R.,.33/.a5/.GSGPM,L° ?D P.g.l. 1�/ ♦ V O " • • • • #12 5ERtE5 WOzZLEg (Q,T,1-1,F7-Id R.,-G/M/1.0/2.0 GPM, a Za P-o.l. C 1 1 \ 1 � � �381 .. " • �� .. ( .. )_12R., .�rIA�LS�'Sp GPM, 20 PSI. (b $ ^ ^ N „ • • *IcJ-E5T/-CST 1407ZLX-c-)_4 x14:R.,,S/1.OGPM.C& 1,0 P.S.I. 1 ` \ 0 „ ^ #l5-C_WbT IJOZ._4,,14!RPI. ., t.0 GA, 2 P5 20 .1.,. Il 1� "6-VAIa IJOZ._aR.,.65GPM, 20 p5.1. *12-vN" WOZ.-10W,1.0 GPM, �' 20 P-13.I. 3 , 1 `� A al Ca I13M-`Am-PR5 W(w)Pt>p-op �Ot�( `"x/ 10 SERIEg Ncrz7_LE5 (O,TN�_BR.�.33�.49�.C�GPM, C 20 p�3J. 1 1 V RAI wit" 1812 SAM-PRS 12•CSW) FbP-(A)(:' Aot'yY"�/*IS-W_v.1"OZ._IVIt.,I.ciGPM.e toQ7.t. 1 ,/ SvPERItOR 3100 u/ogERiF_5 '~jrECL•REt/fotE CONTQOI_vAtafE (2"1-WIRE Tb^MV'Cu2Cvtt 01J QELATEn CpI1TROl-LERS. pn Y` I�il1P�1tan EFP)-CP-PRS-m RSJ, v copTROLVAwE (91ZF- WMT_-M_)_"FIElf05ET` PczEgg.AsRE4o DESCRIPTION OF REVISION aTt �rr"ow Q 3'�p1.►P QUICtG coopL•E.R VAWe E C'3/4''�. , GATVALVE (Clue Size-)• CITY OF. RCUCAMONGA ■ (.Ak-M INrxwr. 220p f7ww MCTER (trm ToAceornptac m MW.Aw. 1 I4&X FLOW.,. F) FeP>CO 8CPN-A lzervuc erz)-pR E--,-5 uR a P.SncKFtow PRt_VE"TE t2(?*)_IW9TALL W A"STAoNGP-OX" ALUM.e4XLOSuRE. ■ LIC"b PouJ7S-cf-CotJJECT1OW • MOME9TIC WATER METERS (SIZE 7, C.C.W-0- TTF-1-1E. VICT RI COMMUN= QCAL5r=Wbe ET (- )-t%Z AL7MtAA_nc Cot r tLeIzt, (d1ZE worlEf). IwedrALL IW'cjM 61C^ce'O5P5-Smn-ICON �Eg IRRIGATION PLAN W'�" _ t Tat_ TRACT t TRACT 15796 RANCHO CUCAMONGA --— — t�RE9SURE �Y LtuE,3lZE F bTE17, W5 (t� 1•-11k75rm_VgE BC14.4c>P.V.C.PIPE.ANt7; (21 $"-BSL 512G_U`3E CL.51p> P.V.C.PIPE. r _ 15T96-1 LA7L2AL gUppoK LINE • 5c".4-0 Pv.C.PI('E (51-ze Wamr::7. (4 �- - CITATION HOMES COUTROL WIRE.--A-eeVe • 5C1-1.4oPvC. PIPE (SIZE WOTE.t07. FRA 02210 a-VALVE 51ZE APPROVED BY: DATE: C CITY ENGINEER RCE No. Z--,6f.15� , `WDSCgpE oeWN" er Ie�ao+ NOEn: O F k w FRANK ti acne• RADI[ACHER I10 WoTS, abee ,5MCIF1cATtoWg l=oR GEiJERAL Iso-r��,ETC, °"""'' �'` ASSOCIATES, INC. Landscape Architects OF NOTE: REFER TO IRRIGATION NOTES ON SHEET L -_67 . � L�� (3 �, �? C►RECACED tr PWWW ('na) date-lr'r4 PAX M4) sos—sm aeRw►Nc No Or 0 14041 Yerbe $Uve . Done e 204 TWILIk CA MW r - ROJ -t` V f -1 No BAC<FLO',v PREV_N-:R N ■OTtS [. 1111 NURSERY Stores • ASSEM3'_Y = N UTILITIES ■ STORM DRAIN/UNO.RCRCVND N1z°LE - TYPICAL 3 C I RR [ ^ v ^ I STAKES TO e° Rw9 AND (a) PLACES o ( ) PARALLEL WHITE t ROUND PLASTIC VALVE BOX t EINE --- �i COVER ETCHED 'IRRIGATION GATE I S f r ^ ^ �v ` ' STAKE rREt rtRKNDrctA,u l l ` `J ro rRtvA[l+.c LINO N OR I I SNAr.r,TE' wATERPAppf 1 NIPPLE V � v N • RED -SNP TITF-CYOA rA E RPR FINISH GRADE SIDEWALK UTILITY J *to► Tit TO K RACED AS LOW v TOO OF STAKES KtOw »CAO /� �� • 6" TRIC[ z t2" wDE J AS POSSIBLE ON THE tRUNa To _ c •9t ACK _i 6-THI• E PAD (LT VGTH VARIES L I I S L ALLOT FIN, r,NO FLE LING OF TME TREE 0% TREE P RM CRE SPECIES GRpwT» PIG TAIL EXPANSION ---- PER SIZC/MANJFAGTURER) - r__11 V 4OR ALLOT, THE CAC TO DRO° SS NERIGATION CONTROLLER LOO• (MIN7<. LO\GI 34.55 twE STRAINER I - ieuT NOT SO tOA AS TO LOSE SUP POR'BR 6C E c- SLOPE TQ DRAIN A- MWIVUV -i < — r ~ V * (2) S[ S Or CINc« TIES TOP TIC To K RACMONEL $GREEN 2x I{=, I={I 3CuR9ANO GUTTER- MEE0 $WATLRPAOOF All _ AD: =1 !_ L vKVt - t t/2- Oi SMALLER w1TMIIL ; u I I T►L•STAG VAI V; e0% IC ARSpN Oa HAA= ONhCFTIONS I TAINLESS STEN HANDLE M'^ y'N \ \ W �GALv_T 2•• AVARr •TIAL» MT» IN AS ►OALQw ON THEp TEy OF STAKES M'lOw _ C VN'ON S i * �\ L- 1006- POLESC aEws TO T RXvaC of �METRE[ R[!ECUA,IWIT.. >,ASTIC wTEGAATEO AS PER STD • • - PVC S_:EVE ill='III I r$ILKNT wr DGE - 2- OR IARG:R r'. tT MA%"NUN � NOT SO OW OiOW AS TOLOS H(AO OF TREE wMtRE ►'.ACr AT GaACE w r •. REOV'D_p FO4 - - II - NAIVE 2- OaERATING nu- Su•roR' OR ALLD. � SPECKS GROWTH HADT KRMrtS GKLNG LIO prTAa S)0 'E cTV?[ Aa=AS Avp )' A30vE Ih T _ =-= PIPE ?-4DUG- _ ro0x• CCA:10 I WITH n000 ►RESEav,rlvE Srun;ANeEJ _ ' • • C.,♦C _ PA 21=._;_Il iIn p _ II_ 9%_L TO ERTEN! T DI• LODGE POI_ hv: STA<ES TnE HEAD TO DROP--,I MAW 1RWr[ f C� -I VA=VL - - - - - - - - �u �0' O. '� ✓ART aTTKM wt» GALVI�w20 INiP7LC - T` _AL I ; _ O Y •>7vc_ t�vS.. DRAJ: F ►IG TAIL E%PANppN ,. ] - - -. -" -1 l=l `.1.- I= Fl DRIVE • NIN OF {' INty LIN- (2) SRS OF WIT t,CS SPA-CEO 24 ;V..N t• LONGI E - ( ) _I!E III OR'G:VAL GRADE _ f f STAKES _ _ I T�z SCREWS TO R LODGE POLES r W. T 3 I 2 PLAC'S Ia 11=1 I OSIUR9ED 504 ►\7 POSITION LOC ICOMVONI z :.1) �I FRGv WA"R SOURCE 111 - _ _ _ _ SIDE WAL[ !' STA<[S OUTSIDE RpOIAKI f t• I I I T OM ODP PDL. PW. S A+t_S - _ - ^ _ 2 Ir/ LIN WOOD ►RCSCMATNC.SIAw - I - - -IIi- DR;V- T KRV frGH,A. co.. r �L_i'="IIIA 11=I APPROAC4 E ,C NAx D O V -_-_ _- --_- ---- - - - ---- - - '. _ - aIr EO OU S�c 0 _ L pN ^ S.H ap °v' VA'_t C A A P '' - 3- r III _ _ < ( eAs LOCA r0av .A F „ _ ?_ _ �I I IIiII� 3 != 11=1 Q y C' P9 ANC) G I` 1 = =III RING r � y _ I 9-7C Cw�aC '..� _ J 0 3 ORNC • MwNrV1l OF � 0 w PES Q _ _ �.• P " I� ��-_ -� I Ii _III= I - , -_ - I— �v_ tMdVAKCSufO SOIL AND PovT L 7 11 li=1 � 5 I 0 0 I::-1i I FRONT YARM SAI laor Iw Rio. ••A -a ^O\ a C -- 5 I 5 Fes-I T _ AR90R GUARD w TURF AAE IS ANO s _ I I - - II V..\ I �I _ _" i- I n n r 1-�IIJIL I- ' __T _ i, ,: = L I UNOERGROUNO ; 1='I t=11 I- • - V'.\ MI.\ WIN j-1 III tIT - I ' I =_ - u Lr- n:-n,-_II. TDP of Roorsrl ro [%tLA3 2' - I STRUCTURE •S rc•'.vE 9AC<: A.•« li- S_- II AaDV( FINISH GRADE F;Cw v=-_a '1 �[O\-a:-E T-R-„$- ?'O=< ='_3Ovr -� I- =- :, .. :.. li=!I. CATCH BASIN r0 R„ <S Ga-. _i I ■A:(R,NG &ASM FOR RLSrOEnrIAL AND 7...e•:• S.,,e ] -vo,CAl (°) °_ACES ! .'11=' T A\ j' yv_--a— I-_III 1 -III- INA CONPKTtO Y BERM ty FORM _ TRANS�ORM'4 VAIJLT R7yi RALt III=1 III=11 cRouNo coVER r.srALUTPONS LOCA:_ r j P:a .CWO S,ANDA )S II=III >.- _ OUTLo_ OF RANI PLT 9-Rrs w TU;- :It= •S =.�• I I i ='ll _ To 9_ (2) 1-III /' (/ II I- rE [A YtE 4C0 PIP' •\�^RELATED :I'.-LUGS SHAL'_ 8E PER -SII='I _ III-_ NG ES �w_5 - "^D�- 7- :III- !/ ` III-II AREAS TO !` REMOVED iRIJR TO C•^' D,•rE•tA S•Ne S-V C.;CAVJNGA CDA,VTti WATER DI$TR,C: STA\�ARDS �� I 1=111=1_- y.. .;• . 11-III _ _ •LDH .•r+Ea yl• _ »r RIC- Vul K.LstANC; AS CON:RA'TO4 S-A, VIRE~ 'I'. CCW_ PRIOR Tp J • • !II_I # i TREE SPACING SMALL CONFORM T PL/WS APPROVED 3Y THE G1Y ENGINEER -III=i 11_ I I=III 2 ALL TREE$ IN TME R O W ARE SUBJECT TO LINE OF SIGHT I I'= Ili- III Ill t--III- I-I I'= i l=1 I I CO\S•R„C''ON I-III-'I.�, I_ -ul- _ _ NC _: III-_!t:-III-1 RITERIA AS APPROVEO BY TRAFFIC ENGINEER I-ii'-LIE= - II!-III-II`T! li _ II,_ c -I y w%�v,jw D•S'ANC E DOWNSTAe••. DF INS A._ PEa LoeAl eD0:5 _ _ - I-- II_.11E111=III--III= F_--I �_ili_II +I� nl-�l' �\,�.+ -u -l1 WS-Al.fp AT A L•tNIV',;V C 2[ FROV ANY 3 AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PUCE ts: I _ _ _ _ _ _ - \�\/"'�\� LIN.\•=aauP _D PP= Isf D'•v:'E� Z °OJ'�\'_\ ,0 3' 3/a' WASHED CRuSH'D PARRYUAT TREE AT A MIN OF 2$ FROM BCR OR ECRB III 111-IIi-IIi_"III= 0, :,_Cw •..•Eo srE. S'R.:C-..R'S OR RAR-5CAPING AGGREGATE BAS' u\DIs'�>sEo N•TNE soL'. - ' --'II-III=_III==11!=_III==i i' IIi x ] wA__ 3.:"_CIN^ ET^ a MAINTA'V S FEET FROV CENTER Or TREE TO EDGE OF All UNp'RGROuwp - _ r T,--\ ;v S N::' ?C • $iRuC'v (E � ) -I I I=_1 II III-IIi=111 11= ><k i_._z_.-j_. D.ST A\^C UPS•pE A'v C M-„\• ES• COCKS ON OPEN O4 Nom\-SR�- "R` S'O'J NO-vS FACILI T'f$ IN ADO;TIO.V MAINTAIN 10 FROM CENTER Oi TREE TO All Ul l:1' - - / \�'j\ ROOT eALl / VNINTERA,;1TED PIPE I'D- D•v:-EA 1 P:,ACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX OWN-0 WATER t SEWER LATERAL ONES II=111_1 .Ali\ I \ SII NATIVE IMCKrIIt rlT�. NO C9 F pw •.,-.a SrE J,N.' PARA_,'- TO STRE'' 2 INSTALL CON•ROl VALVES A MIN OF 12' FROM STRUCTURES OR HAROSCADINC S SCR ;v UN'" W'T.I S,4,3S WHEN'v_4 POSSI3',E 3 INSTA'_I_ VALVES IN PLANT B_pS WHERE EVER POSSIBLE NEx TQ SIOEWAI_KS 5 TREES SHALL NOT 8-E LOCATED ON PROPERTY LINES rtC' S I'II \\ \ IE- ROCKS GREASER THAN T DIA RE FDR CONN'_'ONS 0= a PACE VA'_vE BO% AT RIGHT ANGLES TO STRUCTUR-S OR HAROSCAP NG 6 rJtA:rT,^ :I•TINGS AR; REO'.;:RED _ _ _ S PUC" AC RE GA TE PRIOR TO INSTAL LA ID:v OF VALVE BOX 5 STRE'T TREES ARE SU3UECT i0 IN$PECr10N AND ACCE''ANC' BY THE REvOF NURSERT STAKES '; E='II�IEIIFJIC IIF-I:Iti '1011 p.S VIU4 MtTAlS v ENGINEERING DIVISION 2 STAKES TO ISE ►LUu9 ANO PARALLEL F..' (=1tEJI�II�II Iltll .ilE 7 VA V_ P:4 STD STS R'QUIR'p BE'ORE BAC[ ,OVr °REV�NTE4 6 ATTACH I.- AL VALVE IDENTIFICATION TAG WITH APDRO°R'A'E CONTROLLER AND 3 STAKE TIRE: PERPENDICULAR TO PRLvAAwC WWW E�II�I�IE�, I�IIEIIE" w-=v VA,NLI%' 'S J OR LARGER ` NAEVI Nvv3'R 7 STREET TREES SHALL BE PLANTED ANO STAKED ACCORDING TO TALE U^ Itl_;If A il!=11(=IIf=11EIIE'I=LACI �iIEIIE '•"T"� U"'dSTURS(o CITY OF RANCHO CUCAMONGA, CALIFORNIA _ STANDARD PLANS CITY OF RANCHO CU CA�tONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA I Tsl•CE ROOT .AEI DTH CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA FLO1Y METER INSTALLATION REDUCED PRESSURE VALVE CITY OF RANCHO CUCAMONGA, CALIFORNIA BACKFL0ti1� PRE�'E\TER - 3” or smaller � TREE PLACEMENT DOUBLE STAKED TREE ON SLOPE DOUBLE STAKED TREE vs[ •, sT•+o.Ro srtco:c.•o,s ro. •v1.c .pR.s ca.srAvcrlo- - - vs: .• s•.,]..] S•;:.r C• ],s ro• •.1.L •]RLS :],S-.>,:'pw �� i est .,r« Sr..P.R] srscl=I:•:K+,s =a •u1-c •r<s co,sr.uc•a, 5 GAL 4 us[ wr« ST•,0•00 S►t CIrK•rIWS TOA •u1_IC arphS CO3>•hlC rq, VS[ n« S,•,O••p yIt CI.K•TIO+S WOR •V•l IC NO•<f CO+4 T.VC r,O« vs[ .Ir« Sr..p.M VtCII<•rIpI.S rw ryRK P0R03 CO«TT.LX r,p• 24' STay•.t, 9O■ wOEL NC s9-2•ss/120. T - NOTE ENCLOSURE TO K GROUNDED PEX NAROSCAPING LOCAL CODE GROUND ROD ,C SE INSTALLED INSIM CNCLOSuRE ON ♦ OF COMPACTED COARSE GRIND cOr:tROLlf. SIDE -, ,•>' n•. ``�• �_ WOOD FIBER MULCH b - •..^ < 1 'A IWZDSCAPING/ CONCRETE HEADER FINISH GRADE III I -1I I=1 11 I=III 11-I I ID II I FINISH 11 I I l—I I I I-I I I-F-71 -I I I= GRADE n _ III—III_ 12' )'-� % 1'-f X Ir O\CRETt Z I I—III � TIGHTLY COM►KtEO J KRN to FORM � FOOTING "STALL A MwIMUM 0% j -III� I -III i- v D(>R�OSEC�TN[IRAING BASIN A90v( FV:PSr. GRADE ' TOP OF ROOTbkt TO EXTEND Y L21t_ a R : - -- TOi OF ROOTBALL TO �iAD_ 0 S:DaE � GRADE - T A G I_I _ /'1 I Ty T DRNv •t wNlMuu OF 7,t IN CLEa•V BACKFILL - SEE _ CLEAN BACKFILL - SEE 1 �. EXTEND T •BON: �� \ NAtNE eA.Ktllt art» ND Ifr"C<S T fi' Fw « RADE NEATER THAN T OI•NET:R z - - - I I- P=CS FOR MA E +,1 Z - - - P F _ _ II_ _ _ II SECS D HILAE -_ _ 1 I 3 COMPACTION R:OUIR_D 3 — _ z _ _II �D C _ _ o I I'-1jI-II III. I-I: I I 9oZ COV°ACTION REOV14.O - _ - _ 0 ORN r E nC 4Y CO""yN TIRE/CONTROL TRIS a o I =III _ + 3 - _ _ I I - II �IIII _ L- - T SC«. avC CONDUIT h I I- -III II III--.III II II (-�fEi1l TIGHTLY CONPACTED IN -III- --I I r I I III �1 I t t AT R, n NON-PRESSURE LATERAL UNE 1=1 I I SAND SCH a0 SNAKE PIPE IN - T. —I:I-. :2o HOLT tnRE w RIC.".) STEEL U =1 != I = TPENcH T=III _ 11= I II- ,T 714 /90. srr_:o — NAT►r SOILCoo1SHOVEL cur EDGE co11PAcTEo =-III=iiI=1I _ c 7u ( _ Lc_ _ ) I I I- I I- L- „ so. o- _.3��- (-.,' ; I=1 -i bl I=I - IIzi__. PRESSURE SUPPLY LINE ROO BALL I I-1 1� 15- �__ -i I I xH AD/CL 315 SNAKEIJ I 1-I I _ __ Av• , AV'_YHA POR• E>D r- —� ROOT 4l\ -I - III_III I_I =III; =III I _ II _ _ _ _ _ _ _ _ _ PI?E IN TENCH _ III- - r1ELED LPA ED OU'SIoE DT — cON'Rol vnRE SLEEVE - �! __ _ -- _ '.!_ - PL&,' PIT T 9E (2; Tlua T»E I-11!- I I-III=III=I I-.I 11_111=111 ►LOUT rr To 9• (2) lI„'s T-E DUh r,•--i• - PEYS'Av• II ! 97, INS-a_-ATIOI/I_OCATICN -I I y - >=- D . CTR'C s• • 'oa st:., A I=1 I _ " -' -' I_I i .roTH o: T»: RcaT 9x_ ►.R C^` ►\J CALC.NSE R. I) I I I—I I h I I—I SIZE PER PLAN INSTALLswD'» OF /»E R00' R•al G_ CONTROL AS a.OVIREJ aEa _ III- I-111= I-_III=III-III -II III= III-III-III- III=III-III-III-I I I- \S ��CONTPOL WIRES - BUNOLE - Aa,AcEN; To PRESSURE - ' _ 1=111-J11=III-III=III=III-III-III _ AND TACE AT I S' 0 C AND �� -I I I—.I•• SUPPLY LIME NOTES _ _ r,r-•,c -.R .ER s E -_ �I I INSTALL ADJACENT -o I-i I!=111-111-! 111_111= .I I I :III=1 I L-I EI I I=1 I I=111=1 I I_ I I- - - PR-SSUPE SUPPLY LINE - _ - - - - - - I PPIOR TO PURCHASE/PLACEMENT or ThE MULCH THE coN RAcToP SHALL -- - I-III=III-111-III-III III-III=III cA_sEvSE c0NTR7 -,R MoDEI No I I I= --! '_ - - ---.i�l III III-I I—I _I PRESSURE SUPPIr INE SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROvAL L- -� I I--- I _ SIEEVr - SIZE LY LI - :III=t 1=! =1 1=111=1I 11=141= a a Pvvs I -III_ - I—I I _—III—I I 1—I I —I - r - - - - - - >=:.; r0 CONTa^_-:> I J -I PROVIDE OF SA ID I I--III I-III DAn[E E? OF PRESSURE 2 MULCH LANDER TREES AND SHRU3S AS DIPECTED ON THE PLANS AND BLEND wr.F yC<:LE .T» NO -, I I C TYP _ NSTA_;AT.ON STD BEDDNG ' I I-I I SWPIr INE INTO EOGES AT GROUND COVER AREAS KS A LIN I 6AN`TER tw,dSTAURe'o NATNr SOIL SECu?IT` LK:NT �� L J J I � TMP 3 MOISTEN MULCH AFTER R+STALLATION TO ASSIST IN COMPACTION :AVER a-yVIREO >_> I - UNdSTVRIIED NATN' SOIL >LA\S FIN'S-' I I I NON-PRESSURE LATERAL a PLACT NO MULCH WITHIN A 6 RAD41S OF THE CROWN 0- A WOODY PLANTER GRADE s c:DuNo R07 LINE SIEE`EL - SIZE TWICE /. DIAMETE•P Or NON-PRESSURE NyrrS 2' SCH U CON!.' II I''� •Oa S.CURITY LIG-. MIN .. .. I I Ix ,?0 voET rN1E IN R,GD LATERAL LINE .f>'NG STEEL CONDUIT (PIER NOTE NOTES A I I.. 1 PI(;'A"_ MID LOOP CON'POL WIRE AT 90' C"A.YGES IN DIRECTION t uN'ANCI� MATTry ROOTS N tOOS*NwG all R'yTs At [OCT t UNTANGLE MATTED ROOTS F IOOSEIInNG ALL RyOtS AT IOC' LOC[ C00:) 1. ALL SLEEVES TO BE SCH 40 PVC Or ROOT '!TILL DO NOT CRACK ROOT M.t y OF ROOT 9•L'. 00 NOT CRACX ROOT BAIL 2 EXTEND ALL SLEEVES I Y BEYOND EDGE OF MAROSCA'INC AT BOTH ENDS I 3 ROUTE SLEEVING AROUND HANDiCA? 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 r � �� ttrM�•.I,�TToN � CONTAINER PLANTING CONTAINER PLANTING ON SLOPE n s w OVO r .IIT. sr.«o.n sncnK. o- T VSE .I sT•«o.,T s•tclfK.ra>•t ro. .vwl: .oR<s co+s•.uc o« vu yr wrH tt.Iw+Ao srt[+c•rla.s roe •u•Lx .was co-s0.-s VSI .'TTM Sf•NOnRD Y[[Ir K•TK1a7 /w TURK ••ORPf tONTT•IXTKP. AIXI wrr Sr.I.O•AO 1►[CIFK•irA.S f(IR ►NRK WOWS tOl.sl.uCrq« Y1ft .•« it•NO•R SPSCIK•raa.s /w PVKIC r0•<s CONE r•Ut i,P. I I BACKFLOW PREVENTION DEVICE SHALL BE IN'S'TALLED WITMN A STROEVG lax PLANTING NOTES HI-o0P SHRUB HEAD BOD" S"T TO (St)SSBilAL ALUIM NU`M ENCLOSURE,AND SHALL BE INSTALLED PARALLEL 1/4- A9OvE FINISH GRADE TO THE STREET AND SCREENED WiTH SHRUBS WHENEVER POSSIBLE FINISH GRADE 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCFiTECT OF SrrE RAIN BIRO 33 DNP WITH PURPLE AIM%AFFT.IEVFRPOSSiF1L.E CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND RUBB'R CAP - SUPPLY ONE KEY PER t2 OCv-S INCLUDING HOSE SPECIFICATIONS CONTRACTOR SHALL BE RESPONSIBLE FOR RENO VING PER LS STRUCTURE OR THIS DESIGN IS DIAGRAMMATIC,ALL PIPING.VALVES,ETC SHOWN WITHIN PAVED AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTTNG AREAS SWII—III-III-III III-III- MAROSCAPING AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION I I—_III--III_ I I—III—I I FINISH GRADE - INSTALL IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE _III-III-III III-111- PLANTER BED ONLY SPRINKLER SYSTEM, WALLS STREET LIGHTS• SIDEwAIK, UTILITY LINES AND 2 CONTRACTOR SHALL FOLLOW THE DETAILS ANDSPECMCATiONS FOR SOIL _III=111 II-III Ii_-_MAXIMUM EQUIPMENT,AND ARCHITECTURAL FEATURES PREPARATION, PLANT PIT REQUIREMENTS. STAKING AND BACKFILL ONE HALF OF SPACING h I_ 1 REQUIREMENTS LIMIT OF PLANTER AREA REQUIREMENT -I - I I E I CONTRACTOR SHAM VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS s - AT THE SITE MOR TO COMMENCEMENT OF ANY WORK ALL DISCREPANCIES 3. CONTRACTOR SHALL FAMILIARIZE HiMSELI'VERSELF WITH ALL ILII' 111111'1 _III-III-III �t l-III—I SHALL BE REPORTED FORDIRFCTiO 1IMMEDIATELYTOTHECITY UNDERGRouNDtmLmFS,PIPES.sTRtICTVRFs.ETC.,AND SHALL TAKESOLE RESPONSIBILITY FOR THE REPAIRrRFPLACEMENT,AT NO COST TO THE CiTY, -1 I I-I i =III THE CONTRACTOR SHALL FAMILIARIZE MMSELF/HFRSFLF WITH ALL ANY DAMAGE OF SAiD UNDERGOUND FACILITIES. SCH 40 BRASS NIPPLE 12' -1 I I q:_ - UNDERGROUND UTILITIES, MPES AND STRUCTUIRES, AND SHALL TAKE SOLE $GH a0 9RA55 9(T•'Ell -III-I II I_ RESppNgIBILl1-Y EOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY, FOR 4. NO PLANTING SHALL BE DONE UNTiL ALL OPERATIONS M CONJl1NCilON , �1 SCH 40 BRASS 9C' STREET ELL � STAINLESS STEEL ANY DAMAGE OF SAID UNDERGROUND FACILITIES WITH THE INSTALLATION H THE BEEN ESTABLISHED. SYSTEM HAVE BEEN i COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED. THE PLANTING > SCREW CLAP 3 SCH a0 BRASS NIPPLE - I IJ MINIMUM (3) PLACES CONTRACTOR SHALL FLUSH ANDADRIST ALL SPRINKLER HEADS AND VALVES FOR AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND 24' LONG I( OPTIMUM COVERAGE WiTH MiNIMAL OVERSPRAY ONTO WALKS.STREETS,WALLS. THE WORK APPROVED BY THE CITY �I I +a RE3A� STAKE ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE I' SCH 80 PVC 9'J S"REET ELL (Ic LO\Z;,I COMPENSATING NOZZLE SCREEN (PCB) iN ALL SPRINKLER HEADS AT ENTTiAL 3 ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY II CONSTRUCTION AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION FiNAL LOCATION OF rl .QUAL ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A ��J� SC-I 40 PVC I WHEN VERTICAL OBS i• LXMONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC') REPRESENTATIVE OF THE CiTY PRIOR TO EXCAVATION. Lvc�__x SLP '\rl k 90 STREET ELL 1 INTERFERE WiTH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO NO\ $SORE MARLEx 90 SIRE: L; PREVENT PROPER COVERAGE TFFIRR)GATIONCOfJTRACiORSFEALLFIELDADNST 6 CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND"REPLACEMENT OF ]r - I -T E �- 1I� - Is--�: r --1N� L III NMI I (_I ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AN[XOR HIS SUB-THE SPRINKLER SYSTEM BY WTALLINO A QUARTER CIRCLE OR HALF CiRCLE NOTE NON-PP-=5uR" LAT=RA: LIN'- SCH 80 PVC NIPPLE CONTRACTOR REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF 1 ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EOVAL ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CiTY. SPACING (TRIANGvLAR) UNLESS OTHERWISE INDICATED ON - r PI C A', (2) Puc E S SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTFON SO AS TO PROVIDE PROPFJt ANTI-DRAIN VALVE AS REQUIRED COVERAGE ALL ADJUS WIIIITS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. PLANS SE' LEGEND FOR SPACING REOUIREMENTs 7 QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY NO__ FINAL QUANTTiiESFOR PLANT MATERIAL.SINSTALLED SHALL BEGOVERNED 2 WHERE PLANTED ADJACENT TO SAN WALKS. CURBS OR 1 LCCA'_ HEAD 2" TO 6- FROV WALKS CURBS. HARCSCAPING MOW' STR:PS PR'SSuR" SUPPLY I INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE SIMILAR LIMITATIONS. ALL SHRUBS AND GROUND COVER BY THE INDICATED PLANT SPACING REQUIRED SHALL BE PLANTED AT ONE-HALF THE DESIGNATED S°ACING OTT A.\D EDGES OF L/Ar:v LINE FI^LNG MAINL.I�'ETOTHE FARTHEST REMOTE CONTROL VALVE(RCV)ONEACH BRANCFI FRAM SUCH LIMIT$ SEE LEGEND FDR SPACING REQL,IREMENT$ DESCRIPTION OF REVISION DATE A„RQ„� 2 US' _ LON TA°E ON All MALE THREADS PIGTAIL EACH DRONER'WiRE AT THE F]dC[ASURE INSTALL TERMINAL STRIPS M i 3 INS' _L HEADS WIT•[ INTERNAL CHECK VALVE ANO PRESSURE PR.-SSURE SUPPLY LINE ENCLOSURE FOR IRRFGATION WIRING. / WHENEVER LANDSCAPE AREAS AREAS ARE TO PRIVATE TE TURF AREAS 3 SPACING REQUIREMENTS SHALL GOVERN THE FINAL OUANTITIES CpM� N$AnNG FEATURE AS PER TH.- IRRIGATION PLAN OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANT�CAPE OF PL/WT MATERIALS PLANT OUANTIiIE$ INDICATED ON TH' a NEA,^, CONNECTION AT BOTTOM INTH. ONLY IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER AREAS,ACONCRETEHEADER ISREQUIRED.PURSUANT TOCiTYSTANDARDS LEGENO ARE ESTIMATES ONLY CITY OF RCUCAMONGA WEEK (TURFS AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS) AND DETAILS HEREON APPLIED FOR 1 HOURS A NK*fT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. CITY O F RANCHO CUCAMONGA. CALIFORNIA CITY O F RANCHO C U C A M O lv G A, CALIFORNIA TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A T1ME 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASiS UNLESS OTHER WiSE APPROVED BY THE CiTY. THE VICTORIA COMMUNITY HI-POP SHRUB SPRAY QUICK COUPLING VALVE WITH METAL THE SYSTEM IsDESiGNF�FORTF�MnNE*a'MGPERA'T"GPREssURE"ss"°'I''''"T CITY OF RANCHO CUCAMONGA, CALIFORNIA STAKE - F 0 R NON-TURF AREAS EACH POINT OF CONNEC". TFC MAXIMUM DEMAND OF GALLONS PER M NU TE 10 THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. SHRUB AND GROUND C0VER IRRIGATION 1 PLANTING DETAILS >nr« tT.»].•] s•ttlrK.TIWs rp. wRK .w<s co«sT,ucra, IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE FiNAL SOiL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL vs! SPCOIK•rw»s rw •v►I- WOR.s ccwSTR,cTK� - WATER PRESSURE AT THE SrTE PRIOR TO THE START OF 1NSTAL.ATION. ANY SPACING CHANGES SHALL BE BROUGHT TO THE ATTENTiON OF THE CiTY. TEST AMENDMENTS 6-[N5(SEE SPECIFICATIONS). IRED PLL THE REQUIRED TRACTS 1579fi, RANCHO CIICAMOII GA I G n SOIL AMENDMENT'S 6•iJi'O THE SOIL AT THE REQUIRED RATES PER 1.000 SQ est .INH s,.No.R] wtCIrK.Tlprt roe ryIRK aOP•s co+sTRUCTIP, AUJTOMA13C CONrROLLER TO BE A CALs>�cst►ETT- (STATIONS)-DR(�DIG WAL 5 TRACT 15796-1 IRRIGATION NOM RADIO)W/ANT•1 ANTENNA PORT INSTALLED WITHIN A STRONGBOX II 24SS/I20 I CY.NITROGEN STABILIZED SAWDUST CITATION HOMES VOLT CONTROL-ER/ELECTR/CAL ENCLOSURE MOUNT THE ANTENNA PORT 120 IBS GYPSUM NOTE: BEFORE.•.\'Y WORK COA1,ifE.NCES, A CO.\FERE.-.\CE. (EpoXY-MIM)ON Top OF THEEICLGSURE PER MANUFACTUIP"SPECIFiCAT)" 125IBS GRO-POWERPLUS j SHALL BE HELD WITH THE CITY'S REPRF_SENTATIVEAND NEW WATER METER(SuEPER FLAK ASPROVIDED BYCCWD,13REMM"ATALL AND ATTACH COAXIALCABIESYSTFJ.ISHALLBEOPERATiONALPRIORTOTNE �22�?� APPROVED BY: � DATE: THE CONTRACTOR REGARDING GF.,NERAI. RF.QC.'IRE_ POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND CITY'S ACCErrANCE ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DiRFI TED 11. LANDSCAPE AREAS SHALL.RECEIVE C OF WOOD CHiP MULCH UNDER ALL PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER CONTACT THE BY A REP LFSEN'TATTVE OF THE CiTY. TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS, �� CITY ENGINEER _ CE No. MENTS OF THiS WORK. CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PURSUANT TO CiTY STANDARDS AND DETAILS HEREON. GRADING / rFaSC� --- PROCEDURES THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL f �' DESIGNED BY RECOMAfENDED CONTRACTOR SHAL.I. VERIFYAL.L. CONDITIONSAND AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION SUBMIT A SAMPLE FOR THE CiTYS APPROVAL PRIOR TO PURCHASE AND ���� Fran k w 'Pry TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METED FOLLOWED CONTROL.FJL ELICTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCR PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM �� c_her FRANK NS AT THE SITE PRIOR BY A PRESSURE REGULATOR (IF REQUIRED), FOLLOWED BY BACKFLOW COORMATED AND PAID FOR BY THE DEVELOPER `f� �-Z1L-9� DW,N ON PLANS o RADMACHER DIAf OAfME SH DEVICE FOLLOWED BY A FLOW METER FOLLOWED BY A MASTER BLUE RIBBON NURSERIES � TO COMMF,NCEMENT OFAIVY WORK. AEI. PREVENTION � DRAIry � VALVE. ALL EQUIPMENT S12ED PER PLAN. INSTALL ALL EQUIPMENT PER CITY ALL SPRINKLER HEADS SHALT-BE SET PERPENDICULAR TO FiMSN GRADE OF T}� ORANGE,CA y1 ASSOCIATES, INC. SH EE SHALL BE REPORTED FOR STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RF-COMMFNDATiONS AND AREA TO BE IRRIGATED UNLESS OTHFJUWiSE DESFGNATED ON THE PLANS. (711)6)3.3666 rq � Lendscepe Architects l-G oF FOR DIRECTION IMMEDIA TEL Y TO THE CITY. LOCAL CODES ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON CHECKED BY PHONE (•rtt) 892-1774 WAX (714) 532-57'21 DRAWING No SITE BY A RFPI FSENTATTVE OF THE CiTY. ALL POP-Up TYPE SPRINKLER HIFADS INSTALLED SHALL BE INSTAL ED SO THAT THE TOP OF THE SPRINKLER HEAD IS Ii«ABOVE FIMSWD GRADE -� 14841 Yorl» Street, Suite 204 Tustlrl CA 92850 � 1 . PR(�JF( I Sill I I NO, OF I SPRINKLER IRRIGATION SPECIFiCATiONS PART 1 --GENERAL 1.01 DESCRIPTION A. Scope of Work: Provide all labor, materials, transporleflon, and services necessary to furnish end Install the C. The quarontes form shell be n-typed onto the Contractor's letterhead and shall contain the following 5. Us* 10' x 10-1/4' round box for all quick coupling valves Installed within on-structure landscaped areas. 3.04 TEMPORARY REPAIRS Irrigation System at shown on the Drawings and descrfbed herein. Information: Canon Industries No. 910-12B with green bolt-down cover or approved equal. The City reserves the right to make temporary rpotn as necessary to keep the sprinkler syslem equipment in operating condition. The exercise of this right by the City shall not reil*ve the Contractor of his ntponslbllitles B. Standards: All work and materials shall comply with governing codes, safety orders, standards, and GUARANTEE FOR IRRIGATION SYSTEM N. Sprinkler Heads: under the terms of the guarantee as herein spociflod. regulations, and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. We hereby guaront" that the Irrigation system we how furnished and Installed Is free from defects In materials 1. All sprinkler heads shall be of the tome 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 accordonc• with the Drawings and Specifications, ordinary (or radius) of throw, pressure, and discharge an shown on the Drawings and/or spectfl*d to these special 1.02 QUALITY ASSURANCE t REQUIREMENTS wear and tear, unusual abuse, or neglect excepted. We agree to repair or replace any defects In material or provisions. When it is necessary to excavate adjacent to existing frees, the Contractor shall use all possible can 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 shall be dome by hand. A. Perm1N 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 at no additional costs to the City. We 2. Spray hoods shall have o 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 repairs 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 oxcesslve drying. When a ditching machine B. Manufacturer's Directions: Manufacturer's dlroctiome and detailed drawings shall be followed in all coves where written notice. In the event of our failure to make such repairs or replacements within a reasonable time after 3. Riser units shall be fabricated In accordance with the details shown on the drawings. Is run close to tn*s 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 recelpt of written notice from the City, we authorize the City to proceed to hove 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. of our expense and we will pay the cosh and charges therefore upon demand. 4. Rlsrr nipples for all sprinkler heads shall be the some size as the riser opening In the sprinkler body. two coats of Tree Soot, or equal. Trenches odjoc*nt to tree should be closed within twenty-four (24) hours; and when this is not possible, the side of the trench adjacent to the free shall be kept shaded with burlap or canvas. C. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations governing or PROJECT: 5. All sprinkler heads of the same type shall be the some manufacturer. 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. Adjustmenf of the System: Specifications and Drawings call for or detcrlbe materials, workmanship, or construction of a better quality, SIGNED: 1. St*rying under hardecape or paved areas for mainline, lateral lines or control wlrfng shall be Schedule 40 higher standard, or larger size than Is required by the above rules and regulations, the provisions of these P.V.C. or approved equal. 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent ovenproy Speclficotlons and Drawings shall tok* precedence.. ADDRESSED: onto walks, roadways, and buildings as much an possible. P. Vandal Resistant Controller Enclosure: D. Explanation of Drawings: PHONE: DATE OF ACCEPTANCE: 2. If it Is determined that adjustments In the Irrigation equipment will provide proper and mon adequate coverage, 1. Controller eneioture shall be of size and type shown on the Irrigation Drowingt 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, H Is not possible to indicoh all offsets, fitting, sleeves, eh., which may be PART 2 - PRODUCTS sizes and degrees of arc as required. required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work 2. A backboard shall be secured to the controller enclosure housing to provide a base for mounting the automatic 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 r generally diagrammatic and indicative of the work to be installed. The work shalt be installed in such a by the City. a • • a 0 y 0 A. General: Use only new materials of brands and es noted on drawings, t eatfl*d heroin, or roved • uals. 3. A 117 volt duplex box shalt be provided with an On Off switch, and a 117 volt receptacle. Metol conduit shall manner as to ovoid conflicts between the Irrigation system, planting and architectural features. Y �'P 0 P PP q p P / i� 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 perpendicular to finished grades unless otherwise doelgnoted on the Drowings. 2. All work tolled for on the Drawings by notes or details such be furnished and Installed whether or not B. PVC Pressure Main Line Pipe and Fittings: specifically mentioned in the specifications. 4. A terminal strip shall be provided, clearly Indicatin the proper points of connection of all appropriate wiring 5. Raln Bird EFB-CP-PRS vetoes will be set per manufacturers specification to that each lateral operates at design 1. Pressure main line piping for sizes 2" and larger shalt be PVC Clots 315. (station valves, master valve, common, central control. pressure, 3. The Contractor shell not willfully Install the Irrigation system at shown on the Drawings when It Is obvious in 2. Close 315 pipe shall be made from an NSF approved Type i, Gard* 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. Miscellaneous Irrigation Equipment: 8. TeNing of Irrigation System: considered In engineering, Such obstructlons or differences should be brought to the attention of the City of an appropriate standard dfm*ntlon (S.D.R.) (Solvent-weld Pip*). Rancho Cucamonga. In the went this notification is not performed, the Contractor shall assume full r"ponelblllty 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. 1. The Contractor shall request the pre"nee of the City of Rancho Cucamonga in writing at least 48 hours In for any revision necessary. 3. Pressure main tine piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent welded joints. advance of testing. 2. All miscellaneous irrigation equ►pmen+ shall be as specified or approved equal. 1.03 SUBMITTALS 4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade 1 PVC compound conforming to ASTM 2. Test all pressure Ilm" under hydrostatic pressure of 150 pounds per square Inch and prow watertight. resin specification D1785. All pipe must meet requirements as not forth to Federal Specification PS-21-70. PART 3 - EXECUT ON A. Material fist: 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, Ii-1 NSF approved conforming to ASTM test procedure 3.01 OBSERVATION OF SITE CONDITIONS 1. The Contractor shall furnish the articles, equipment, materials, or proeo"" specified by name In the Drawings D2466. 3. All piping under paved areas shalt be tested under hydrostatic pretture 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 dTm*netons are approximate. The Contractor shall check and verify all afro dlmensbns and receive proven watertight prior to paving. Cucamonga. 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of type and Installation methods approval from the City of Rancho Cucamonga prior to proceeding with work under this Section. prescribed by the manufacturer. 4. Sustain pressure in lines for not less then six (6) hours. If looks develop, replace joints and repeat +est until 2. Complete material fist 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, modst number, and description of all materials and equipment to be used. Although manufacturer 7. All PVC pipe must beer 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 tea% shall be made only In the presence of the General Contractor and the City of Rancho a. Manufacturer's name Cucamonga. No pipe shall be backfilled until It has been observed, tested, and approved In writing. Item No. Description Manufacturer Model No. b. Nominal pipe size C. Coordinate installation of sprinkler materials including pipe, to then shalt be no Interference with utilities or c. Schedule or class other construction or difficulty in planting trees, shrubs, and ground coven. 6. Furnish necessary force pump and all other test equipment. 1 Backflow Preventer Febco 625-Y-BV d. Pressure rating In P.S.I. 2 Automatic Controller Coltenee ET1 *. NSF (National Sanitation Foundation) approval D. The Contractor shall carefully check all grades to satisfy himself that he may solely proceed before starling 7. When the Irrigation system Is completed, perform a coverage toot in the pr"*nce of the City of Rancho 3 Master Valve Superior 3100 RCV f. Date of *xtruslon work on the Irrigation system. Cucamonga to determine If the water coverage for planting error Is complete and adequate. Furnish all materials 4 Etc. Etc. Etc. and perform all work required to correct any Inadequacies of coverage due to deviations from the Drawings, or S. All fittings shall bear the manufacturer's moms, or trademark, material designotlon, size, applicable I.P.S. 3.02 PREPARATION when the system has been willfully installed as indicated on the Drawings when it is obvtousty Inadequate, Irrigation submittal must be sp*eific and complete. All Nems mutt by listed 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, connectors, valve, 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 Piptnq: 1. Prior to installation, the Contractor shall size stoke out all pressure supply limes, routing and location of sprinkler S. Upon completion of each phase of work, the entire system shall be tested and adjusted to most offs 3. Equipment or materials installed or furnished without prior approval of the City of Rancho Cucamonga may be 1. Non-pressure burled lateral tine piping shall be PVC Schedule 40 with solvent-weld jolnts when Installed in heads. requirements. rejected and the Contractor may be required to remove such materials from the alts at his own expense. planting areas. 2. All layout that] be approved by the City of Rancho Cucamonga prior to Installation. 3.07 MAINTENANCE 4. Approval of any Item, olt*molive or substitute Indicates only that the product or products apparently meet the 2. Non-pressure lateral line piping installed under paved areas shall be PVC Schedule 40 with solvent welded requirements of the Drawings and Specifications on the botts of the information or somples submitted. joints. B. Water Supply: A. The entire irrigation system shall be under full automatic operation for a period of vwen (7) days prior to any planting. 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such worrantles 3. Pipe shall be made from NSF approved, Type 1, Grade II PVC compound conforming to ASTM resin 1. The irrigation systemted. shall be connect to water supply point(s) of connection as Indical•d on the Drawings. shall only supplement the guarantee. specification D1784. All pipe must meet 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 made at the approximate location(s) shown on the Drawings. The Contractor Is B. RECORD DRAWINGS: responsible for minor changes caused by actual alto conditions. 3.06 CLEAN-UP 4. Except as noted In paragraphs 1, 2, and 3 of this section (2.018), all requirements for non-pressure lateral line 1. The Contractor shall provide and k"p up-to-dote a complete record set of blu•Rne ozaiid prints which shall be pipe and fittings shall be the some as for solvent-weld pressure main line pipe and fittings as set forth in section C. Electrical Supply: Clean-up shall be made as each portion of work progrr"". Refuse and axe*" dirt shall be removed from the corrected doily, showing every change from the original Drawings and Specifications and the exact Installed 2.018 of the Sprciflca"ons. site, all walks and paving shall be bloomed or washed down, and any domage 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 mode to electrical point(*) of connection as be repaired to Its original condition. Cucamonga of cost. This set of drawings shall be kept on the site and sholl be used only as a record set. D. Brats Pipe and Fittings: Indicated on the Drawings. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE 2. The Contractor shall make neat and I*gtblo notations on the record drawing progress sheets dally as the work 1. When indicated on the Drawings, use red brass screwed pipe conforming to Federal Specification #WW-P-351. 2. Connections shall be made of the approximate location(*) shown on the Drawings. The Contractor Is proceeds, showing the work as actually Inttoll*d. For example, should a place of equipment be Installed In a r"ponslble for minor changes cause by actual site conditions. A. The Contractor shall operate each system In its entirety for the City of Rancho Cucamonga at time of final location that does not match the plan, the Contractor must Indicate that equlpm*nt has 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 accrp+obte 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 equlpment and complete satisfoctlon 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. Before the dote of the final observation, the Contractor shall transfer all information from the 'record drawing" 1. Pipe: Type K, hard tempered. 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even grads. Trenching charts, record drawings, and equipment as required before final site observation con occur. prints to a sepia mylor or similar mylor material. Arrangements shall be made through the city for obtaining sold excovofion eholl follow layout Indicated on the Drawings and as noted. sepia mylar or similar mytor 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 mylor 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 Installed under paving or Ropidogroph, Kuoffrl A: Esser, or Faber Castell. The dimensions shall be made as to be easily r*odoble even on 3 Joints shall be soldered with siMfor$tYodrid0ol +perXIIIInc,V4codmium, solidus lot 1125 hardscoping. A. The Contractor $hall be r*spontible 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 Iiquldus dt FL145 observation meetings, according to the time Indicated: la of Rancho Cucamonga for approval prior to the completion of the controller chart. Provide fora minimum of twenty-four (24) Inches ewer for all pressure supply lines of three (3) Inches or F. GatrValves: larger In diameter. 1. Pre-Job Conference - 7 days 4. The Contractor *hall dimension from two (2) permanent points of reference, such as building corners, sidewalk edges, road Intersections, etc., the location of the following Items: 1. Bail Volvos (134" and smaller) 4. Provide for a minimum of eighteen (18) Inch" cover for all pressure supply Imes of two and one half (234") 2. Pressure supply time Installation - 24 hours inches or smaller a. Connection to existing water fines. a. Boll valves shall be a 125 Ib SWP bronze volve with threaded ends and shall be equipped with a stainless steel 3. Lateral lino and sprinkler Installation - 24 hours b. Connection to existing electrical power. handle. 5. Provide for a minimum of twety* (12) inches for all nen-pressure Ilm". c. Got* valves. b. Boll valves shall be Nibco T- 565-70-66 or approved equal. 4. Automatic controller Installation - 24 hours d. Routing of sprinkler pressure lines (dimension max. 100' along routing). c. All Ball valves shall be installed per dotal]. 6. Provide for a minimum cover of eighteen (18) Inches for all control wiring. S. Control win Installation - 24 hours o. Sprinkler control valves. I. Routing of control wiring and locations of all splice box". 2. Resilient Wedge Gate Valve (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 Iln• and lateral Zine testing - 48 hours h. Stub-outs for future connections. a. Resilient Wedge Gate valves shall be epoxy cooled and *quipped with a 2' operating nut. B. Backfilling: 1. Other related equipment as directed by the City of Rancho Cucamonga. b. Reslll*n+ 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 dote of the final field observation, the Contractor shall deliver the corrected and completed c. All Resilient Wedge Got* valves shall be Installed per detall. 1. The trenches shall not be backfilled until all required tests are performed. Trenches shell be carefully backfilled seplas to the City of Rancho Cucamonga. Dei]very of the sepias will not relieve the Contractor of the with the excavatod materials approved for backfilling, conslsfing of earth, loam, sandy clay, send, or other S. Final observation - 7 days responsibility of furnishing r*qulred Information that may be omitted from the prints. G. Quick Coupling Valves: approved materials, free from large clods of earth or stones. Backfill shalt be mechonically compacted In landscaped areas to a dry density equal to adjacent undisturbed soil to planting areas. Backfill will conform to B. When observations have been conducted other than 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 pretsure 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-bulli* drawings shall be approved by the Cfty 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 material backfill will be initially placed on all lines. No foreign matter larger than one-half (%) C. No dh observations will commenee without "At-Butlt' record drawings. The contractor shall not call for a Drawings. Inch in size will be permitted In the initial backfill. alto visit without "As-Built" record drawings, without completing previously noted corrections, or without 2. Provide one controller chart for each controller sequence. preparing the system for sold visit. N. Backflow 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 sire which the CONCRETE SPECIFICATIONS controller door will allow. 1. Backflow prevention unit shall be of size and type indicated on the irrigation drawings. Install backflow 4. If setHernent occurs and subsequent adjustments In pipe, valves, sprinkler heads, town, planting, or other prevention units in accordance with the Drawings. construction are necessary, the Contractor shall make all required adjustments without cost to the City. PART 1 GENERAL 4. The chart Io to be a reduced drawing of the actual Installed eye!. . However, In the event the controller sequence Is not legible when the drawing Is reduced, It shall be en]orged to a size that will be readable when 2. Wye stroinen at backflow prevention units shall have a bronzed screwed boy with 60 mesh monel schen and C. Trenching and Backfill Under Paving: 1.01 Description reduced. shall be similar to Bolley /1008 or approved equal. 1. Trenches located under areas when paving, asphaltic concrete, or concrot• will be installed, shall be backfilled For concrete Information refer to the Standard Spealficotiont for Public Works Contfruction (Green Book: Th chart shall be block line or biueline ozalid 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 prtventrr shall be Installed as with *and (a 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 oectione 5 * i P required b local code. The Contractor shall verify with the local governing body as to material a and % compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to • ual the related to the installation, par and post installation of concrete work, moteriols, labor, and clean-up. The Standard coverage for each station. Y Y 0 9 Y type P fl P O P P 9 P q P D P• 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 unyielding condition. All trencher Specifications for Public Works Construction Is available from: 6. When completed and approved, the chart shall be hermetically seated between two pieces of plastic, each piece shalt be left flush with the adjoining grade. The Contractor shall set in place, cap and pressure toot 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 obtorva"on of the irrigation *ystem. 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 when any cutting or Los Angel**, CA 90034 composition, neoprene, or rubber disc and shall mart 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 Mointenance Manuals: IV. Contract cost. Permission to cut or break 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 deliver to the City of Rancho Cucamonga within fen calendar days prior to completion of 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread Inlet and outlet. Internal construction, two hard-cover, three ring binder* containing the following Information: parts shall be stainless steel and neoprene. Anti-droln 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 of specified, Including, but reef feet of hood, Anti-drain valve shall be similar to the Volcon "ADV" or approved equal. limited to the following: a. Index short which states Contractor's name, address, and telephone number, and which Ilett each Installed D. Assembll*sr equipment and material item including names and addresses of manufactures local representatives. J. Control Wiring: A. Furnish and set all reinforcing otool, both, and anchors. b. Catalog and ports shests on every mot*riot and equipment Rem Installed under this Contract. 1. Routing of sprinkler Irrigation lines as indicated on the Drawings Is diagrammatic. Install lines (and various c. Guarantee statement. 1. Except as noted otherwise, connections between the automatic controller* and the electric control valves shall assemblies) in such a manner as to conform with the details In the Drawings. B. Install all Mems required by other trades which are to be cost into concrete. d. Complete operating and maintenance instructions on all major equipment. be mode with direct burial copper win AWG-U.F. 6DO volt. Control wiring Installed in control wire conduit within structure shall be mod* with AWG-TW solid copper wire. Pilot wires shall be a different 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 mentioned maintenance manual*, 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 *yld*nce 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 win size 3. Install all assemblies specified heroin In accordance with respective defall. In obtence of detat] drowimgs or 1.03 Protection of the project that this service hos boon rendered. be less than #14. Specifications pertaining to specific items required to complete work, perform such work In accordance with best standard practice with prior approval of City of Rancho Cucamonga. All flnithod concrete work shall be barricaded to pedestrian traffic for three (3) days. Barricade *hall be placed E. Equipment to be Furnished: 2. Wiring shall occupy the ram• trench and shall be installed along the some route as pressure supply or lateral Imediately after concrete finishing. Contractor shall furnish, place and remove all of his own barricades. lines 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 replacem*n+ or repair of the work shall be 1. Supply as a part of this contract the following tools: oofvent welding mt+hods shall be as recommended by the pipe and fitting manufacturer. made without added cost to the City. 3. When mon than one (1) win Ia placed In a tench, the wiring shall b* taped together at Intervals of fifteen (1S) a. Two (2) sets of special tools required for rrmoving, dioastembiing and adjusting each type of sprinkler and feet. S. On PVC to metal connections, the Contractor shall work the metol connections first. Teflon tape or approved 1.04 Clean-up valve su plied on this project. equal, shall be used on oil threaded PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure b. Two 2 tour-foot valve keys for operation of gate valves. 4. An expansion curl shall b• provided within three (3) feet of each win connection. Expansion curl shall be of is all that Is required. Where threaded PVC connections are required, use threaded PVC adapters Into which the Upon completion of all concrete work and before final acceptance, the Contractor shall remove oil tools, surplus e. Two 2 keys for each automatic controller. sufflelent length of each spites connection at each electric control valve, so that In case of repair, the valve bonnet pipe may be solvent welded. materials, apparatus, debris, etc. from the *Ile and the site shall be left In a clean, neat condition acceptable to the d. On 1 quick coupler key and matching hove 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 wins shall be told loosely In E. Line Cieorance: City. coupling valve installed. trench without stress or stretching wire conductors. ,. All lines shall have a minimum clearance of fix (6) inch" from each other and twelve (12) inches from Ilnes of 2. The above mentioned equipment shall be turned over to the City of the conclusion of the project. Before final 5. All optic" shalt be made with Scotch-Lok #3576 Connector Sealing Pocks, Rainblyd Snap-Tlie wire other trades, with the exception of the control wire sloove(s) which shall be Installed adjacent to pressure supply observation con occur, evidence that the City has received material must be shown to the City of Rancho connectors., or approved equal. Make only one optic* with each connector tooling pack. line. Parallel ]Ines 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 Cucamongo. Install as per monufvctunr's Instructions. Remote control valves shall be connected to controller in numerical A. Handling of PVC pipe and fittings: The Contractor to cautioned to exercise con 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 a vehicle which allows the length of pipe to Its fiat so as not to subject If to under b*nding or a concentrated external load of any point. Any 1. Automatic controller(o) shall be of size and type shown an the Drawings. G. High Voltage Wiring for Automatic Con"fler. section of pipe that has been dented or damaged will be dlecard*d, and If Installed, shalt be replaced with new Piping 2. Final location of automatic controller(s) shall be approved by the City of Rancho Cuovmonga. ,. 120 volt power connection to the automatic controilor shod be DESCRIPTION OF REVISION "'Y provided by the Contractor. DATE APPROVED 1.05 SUBSTITUTIONS 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each automatic controller location to to be furnished by others. The final electrical hook-up shall be the responsibility of the Contractor. 2. All electrical work shall conform 10 local cod", ordinances, and union outhorFties having jurisdiction. A. If the Contractor wishes to substitute any equipment or materials for the equipment or material, an the CITY OF RANCHO CUCAMONGA Drawing, and SpecRicotions, he may do so by providing the following Information to the City of ponchochs L. Eleatic Control Valves: H. Remote Control Valves: Cucamonga for approval: 1. All electric control vafyes shall be the some size and type shown on the Drawings. i. Install where shown on the Drawings. When grouped together, allow of least twelve (12) Inch" between 1. Provide a statement Indicating the reason for making the substitution. Use a separate sheet of paper for each adjacent valve boxes. Install each remote control valve In a separate valve box. Item to be submiti*d. 2. All electric control valves shall have a manual flow adjustment. 1. Flushing of System: THE VICTORIA COMMUNITY 2. Provide descriptio* catalog literature, performance shorts and flow charts for each item to be substituted. 3. Provide and Install one control vole* Dox for each electric control valve. 1. After all new sprinkler pipe lines and Ann an In place and connected, all neeessery diversion work has been 3. Provide the amount of cost savings If the subr+ltuted item Is approved. M. Control Valve Boxes: completed, o instal prior and to of sprinkler heads, the control valves shall be op*ned and full hood of water used to flush out the system. IRRIGATION SPECIFICATIONS B. The City of Rancho Cucamonga shall have the sole responsibility in accepting or rejecting any submittal item i. Use 10' x 10-3/4' round box for all pate valves. Canon Industries #910-128 with green bolt-down cover or . as on approved equal to the equipment and materials listed on the Drawing$ and Specifications. approved equal. Extentlon slesv* shall be PVC with minimum size of six (6) Inches. 2. Sprinkler heads shall be installed only offer flushing of the system has boon accomplished to the complete TRACT 15796, 157961 1 RANCHO CUCAMONGA 1.06 GUARANTEE 2. Us* 9-1/2" x 16" x 11' roctangulor box for all electric control valves. Conon Industries # 1419-128 with green satisfaction of the city of Rancho Cucamonga. 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 Control Conditions and Supplementary Conditions of these Specifications shall be filed with the City prior ►o acceptance w Use 6" dlometer x 6-3/4' deep round plastic valve box for all quick coupling valves. Conon Industries # 606-12 1. Install the sprinkler heads o detemiz ed on the Drawings. Sprinkler heads to be Installed 1n this work shaft be F>D /i #22-10 of the irrigation system. with green flex-lock cover or approved equal. equivalent In all respects to those itemized. i %f APPROVED BY: / � DATE: B. A copy of the Guarantee form shall be Included in the operations and maintenance manual. 4. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves Installed within on-grade landscaped areas. 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no case shall the spacing exceed CITY ENGINEER �� RCE NO, 1 ��� Canon Industries # 1419-128 with groom bolt-down cover or approved equal, the maximum recommended by the monufocturer. --- ----_ ��- `WDSCAPF DESIGNED BY: L-1-F RECOMMENDED: C13 Fr c W. y FRANK -v, /0 RADMACHER � & 6)_ DRAWN er:1 sr,41571 ASSOCIATES, INC. sHEE * *# Landscape Architects l-7 OF 13_ 1l ' r CHECKED BY: PHONE (714) 832-1774 FAX (714) 832-6721 DRAWING No. pF C A`�F V 14841 Yorba Street, Suite 204 • Tustin, CA 92680 1(O( - I - J PRWECTT SHEEN NOL OF . 1 KENYON UJ,41' L 10 Cw - - i--- �� ` f F�� 7F-G'J=til �'1:,4GE L — L t- I ` LZZ 2 2 SIGHT PN E • � . OL r, u � _. -••r L - PERIMETER WALL--PR ATE �7 _ 3 s _. L r•. 2Vn Vn 2 3 31 7 S7 m - � PLANT MATERIALS L LEND - PERMETERiia o CL-PRfVaTE C `tet E=DETAIL,. -�I�j G..tvwT� TREES SPACING m �xu �l5 To �Eh�>� �7 � <,,YON WAY T-1 EUCALYPTUS RUDIS SWAMP GUM 15 GAL. 20 '- 0.0 F�T�T IN T-2 PRUNUS 84_TRFIANA N.C.N. 15 GAL. 20 ' O.Ca CONCRETE HEADER - 1/2' RADIUS T-3 LAGERSTROEMIA 'I''IUSKGOEE' CREPE MYRTLE 15 GAL. 30 O.C. CONCRETE EDGES AND FINISH PER PLAN �- T-4 PLATANUS ACERIFOLIA LONDON PLANE TREE 15 GAL. 30 O.C. 1• INuwN rrr T-5 PINUS CANAtzl+=rtzt5 ' (INRTALL AT GRADE LEVEL AT SWALE CROSSINGS) GP.NP-RY I5LAPP1 +ice 24" BOX 27' O.C. 8' OR 8- i rr T-6 CINNAMOMUM (AMPHORA CAMPI10R' EE TH240 BOX 30 ' O.C. I E NOTE FINISH GRADE i�k1aE� 3 " T-7 EUCALYPTUS SIDEROXYLON RED IRONBARK 15 GAL. 20 ' O.C. V I — Z 11 SHRUBS 11 /J RE-BAR CONT1N000S S-1 AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. 2411 O.C. I iT TTT1 (UNLESS OTHERWISE INSTRUCTED) NO PTH S-2 HEMEROCALLIS HYBRID 'YELLOW' DAYLILY 5 GAL. 24" O.C. _ > OSPORUM TOBIRA VARIEGATA VARIEGATED MOCK ORANGE 5 GAL. 4 ' O.C. S-4 ABEL IA E. GOUCHER N.C.N. I �•2t 'r IA •. rn : S-5 MANoNIA AQUI fly w'I ORG1aON Csi�A� 5 GAL. 41 0.C. S-6 l,EPt'GSPP.R1►+v►++� S. 'RudYCotow' NswZBALANDTVA�. 5 GAL. 45' O.C. LINE SEE Q�30�/E - � , , S-7 U1t?�TE$ V6coETA FORTNwvHT W4Y 5 GAL. 3 O.C. Ppm S-8 GRh'VILLEA NO .'L•LII N.C.W. 5 GAL. 4 O.C. QL S-9 NANDINA DOMESTICA HEAVENLY BAMBOO 5 GAL. 3 ' O.C. � .. NTS S-10 �A�H(Ol-EPlS INDtLL4 'PINIC I.AG�( INpIA-N HAtA�THDrWg 5 GAL. � yIGToRIA PARKLANE S-11 P�lHONIA REPEt15 CR P►N�i M.4r�oN� 4 , O.C. ' NOTES: I CvAL .3 O•G - 1. PROVIDE SCORE JOINTS AT 10•-0' O.C. AND 3/8' EXPANSION JOINTS AT 20'-0' O.C. 4 S-12 PHORMIUM TENAX A. "TOM THUMB" DWARF FLAX 5 GAL. 3 0.C. GROUND COVER AREAS AND BETWEEN CrTY-MANTAJNED TURF AND PRIVATELY-MAINTAINED AREAS. VINES 3. CONCRETE TO BE 520-C-2500 MIN. L • �X I �_�,�. v`f �.' '1 -� Y V-1 PARTHENGCt55U5 TKtCUSf'I nATA &Dslno N'f' .• d __ __ _-_ __ ,.'_ -_-___ . _ _ '� Ja`�C'U ,.r= .,F�I� I I --c`''�Alh••� L�-> 5 GAL. 15'D.G �� BY.CITY OF RANCHO CUCAMONGA, CALIFORNIA . L PIAGE - - GROUNDCOVER CONCRETE HEADER ROSMARINUS KEWON FDAW L 'KEN T4Ytd�' FROM I GFA L. AT A•' O.C. - �r O MYOPORUM 9m"F um M (I GAL• )2 AT 5' �q O.C. - I Q u L I ' .. K`N Av>=Nut J IL L. L`S '[D FE<_ e - l j _ I I 23 w . Z L I 22 21 • s 55. \ �� ui I I I Z v� I PER11 E IL WALL-PR1VA I 77 l s5, 50 Q I s9 j - . • • _. . e m { OOF - � f - - -- PLANTING PLAN SICJFIT Dl'�TC�r.►C.E LIN - _ '\ "Y • : x f \. •. _ 11 i ✓ LC_ E t;:'-.CiG''.l0 �. -�-- - QQ Rwose PtAmT uma mgp aT`t' CV•m 511 6 _ •fir-� •�,r-;�,,, �: ���- `- r' -- -- -- - � �'-� DESCRIPTION OF REVISION DATE Amo 5 _-- _- -_2 ._ 1" LLKEN AVENUE- CITY OF RANCHO CUCAMONGA 24 Cv5 45 ~- THE VICTORIA COMMUNITY z PLANTING PLAN TRACT� TRACT 15796 RANCHO CUCAMONGA 15T96-1 CITATION HOMES , -• ;, : LANDSCAPE AREAS SHALL RECEIVE 4 OF WOOD CHIP MULCH wP . C ? ��r� UNDER ALS,TREES AND SHRUBS, AND BLEND INTO EDGES AT FRA 02270 APPROVED BY: C. GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND �.-vr. ( (�C i CITY ENGINEER DATE: _ RCE No. -- • . DETAILS HEREON. SDSCA • PF 9 DESIGNED BY. RECOMMENDED Fr a W. icy FRANK '.Cher 7 C) RADMACHER DRAWN BY. ASSOCIATES, INC. SHEET T 19 _ '' j Landscape Architects L-8 OF 3 L= I�'r r� 9l: CHECKED BY: PHONE (714) 832-1774 FAX (714) 832-5721 DRAWING No. REFER TO PLANTING NOTES ON SHEET L-6 F of A` �� 14841 Yorbe Street 9u1te 204 7Latin CA 02880 � lloolo-L PRO1k('I SHI{FI NO. t Baa �aec IL/ Q I w m LU 1111-LIKEN - a✓ENUE 20 19 I 1816 1� : 1� I � co pERrM WALL—PRIVATE z w I I T. Cm momm oo..u.mw "A m co s,� I CAU , w � I s5 1512 I I LU _ .l • •- • • -- 'I "_....._ -T-..__ CASE 2 (LIX'/Tr rOt "AN) MI.SOL otflN IR Z , , 00SK Trow [DoE OF oouut 10 ��/ F {�J� k!I4AT I /� W`J�` 41lt. -- I— f- "' r wu. MOWAM IT006 fma r11LL IKEN = V ~;� �,�, ..,ter:•-\ �� 4YENUE ;rte it f T I 4- ✓ J r. T co°us w `,•..n 0040"wit - - - — r MN. / 4' MUX MD. Cts i OLlTTE)t �O PLANT MATERIALS LEGEND wr TREESSPACING - E Mi T-1 EUCALYPTUS RIID I S SWAMP GUM 15 GAL. 2 0 '' 0.C. ecLrrsx I I T-2 PRUNUS SL.IRIUANA -N.C.N. 15 GAL. 20 ' O.C,. T-3 LAGERSTROEMIA 'MUSKGOEE' CREPE MYRTLE 15 GAL. 3 0 ' O.C. , ooar IMM wun ve�KD�Fcc,Flm rvu K T-4 PLATANUS ACE RI FOLIA LONDON PLANE TREE 2 Q' FJ�(K 3 0 ' O.C. oo a"hKX ,••"-",K @*WM OW FLAT aK FX67 Pidy./ T-5 PINUS CA+fAl MW!5 5 CAM6,W4 14LAPO r,►.►E 24" BOX �! O.C. L ALL SPAS Kl H,vc ,�� oA�,#,LL K, UM S "0.0fLL NAK mo o�m,eWe , S ALL vAccs KMZw tTON[S� K ►um rm aAw ti• YDRTM. , Fr,rt CONT li fal_4L r �-•7- T-6 CINNAMOMUM CA1 PHORA CAMPHOR TREE 24" BOX 3 0 ' O.C. �0=-'�: F'"" ""D °0°0 .*V-LI "'D O%vv 0°"10'Q't y �, PO R�>s+d) 4.A fA►Rl AIK/� 1W. 10 Sll R» "MLl K MMIU'�I/M QT7,�/Q'TOI� FqON 10 ft4k RW40 Foss+ o►Au�oe,u ,o K Ap'ONV N TK We ORr NIRC1011. ii -z T-7 EUCALYPTUS SIDEROXYLON RED IRONBARK 15 GAL. 20 ' O.C. M1°CED"0 "O/NiN'"0CJ "0"" T-8 ISH U5 `A r•-F�, � �c�N 5 u►-•IPG 24" erac zo' o,e �. Floals iWl K WOOTTI WLOM 40 FIK OF O&IOT DwAtz mmPw,"AToq AFM D(CttM•[MON OOARU. 7.OONpKi[ bO--O- L- '� SHRUBS CITY OF RANCHO CUCAMONGA, CALIFORNIA RIVER WASITFD GRANITE J �+ S-1 AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. 24 O.C. COBBLESTONES 5t.-L I O N S-2 HEMEROCALLIS HYBRID 'YELLOW' DAYLILY 5 GAL. 24" O.C. S-3 PITTOSPORUM TOBIRA VARIEGATA VARIEGATED MOCK ORANGE 5 GAL. 4 ' O.C. S-4 ABELIA E. GOUCHER N.C.N. 5 GAL. 4' O.C- JONYON FDAW S-5 MAHONIA AQUII"UUM ORoc-0N GR�►PE 5 GAL. 4' O.C. S-6 LwTo5PERMUM S-'RmfI`y&LDv J' New ZeAl1•AMC>Tta t -r- . 5 GAL. 61 O.C. S-7 fl(ETFS vscPsl-A FbRT"&H-r wu�f 5 GAL. 31 O.C. - Y! S-8 GREVILLEA NOELLII N.C.N. 5 GAL. 4 ' O.C. S-9 NANDINA DOMESTICA HEAVENLY BAMBOO 5 GAL. 3 ' O.C. 3 S-10 ""10L-FSP15, 1NVICA 'PINK 1-AC)(' IWOlAQ HAIVTHoI-NE 5 GAL. 4 ' O.C. Q S-11 PAIA�I-IONI A KB-p W6 GR EEPi m& HA HON 1Pa l &a-• St 0. G . i 4 S-12 PHORMIUM TENAX A. "TOM THUMB" DWARF FLAX 5 GAL. 3 ' O.C. } I 1 VINES 3 V-1 PARTHg�1�ClS5US TRlGu5PIDA l-A vk-115 'Ow Iv TS y 5 GAL. C15,�•G.1 r?ILLIKEN AVENUE t4c PERfME I ER WALL—PRIVATE 1 w Q • I � p I � I 3� I 3� I 3� I 34 33 ti� N 38 I I I I ► s REFER TO PLANTING NOTES ON SHE-ET L-6 � •s-' - 3 _ I 3 r _ � T•Co ' J 14 ,("7 J _ J F s . Y £ CITY Ilv DESCRIPTION OF REVISION DATE ,�� 7 I P>, s� S5 CITY OF RANCHO CUCAMONGA 1"I ILL IKEN 12 AVENUE s4 i 5 T" VICTORIA COMMUNITY PLANTING PLAN '.I I. TRACT TRACT 15796 RANCHO CUCAMONGA P � 9C--ALE s 1'=20' 15T96-1 CITATION HOMES FR4 02210 APPROVED BY: ','• ATE: CITY ENGINEER __ `�- _ CE No. ? __ LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH `kgDSCAPF DESIGNED BY: RECOMMENDED: r UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT ���� Fro k W. 9�Cy FRANK GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND h r FRANKRADMAHER 7- DETAILS HEREON. " DRAWN BY: ASSOCIATES, INC. SHEET Landscape Architects J•-9 OF 3 CHECKED B1': PHONE (714) 832-1774 FAX (714) 932-5721 DRAWING No. J r} C A E 0 14841 YorDe Street, Suite 204 • Tustin, CA 0281!0 _ /looCo-L I'Kt)1I-C'l Mill-I NO. �_ OF J �Q s3 O�j I I DEFER TO CONSTRUCTION LAYOUT AND LIGHTING PLAN &A OF v OF PEDESTRIAN WALKWAY . SHEET L-13 - I g 5ATCN LINE 5 E E SHEET L-11 M i 2 CONCRETE HEADERE R SEE DETAIL SHEET L-9 - — 33 c 3 711 .l PERIMETER WALL — PRIVATE y: E TREES C63 PROTECT IN PLACE �XISTiN G PIN J 53 h2 (P It EFER fi0 CONSTRUCTION LAYOUT OF PEDESTRIAN WALKWAY ON SHEET L-13 R 23 s12 EXISTING PINE TREES C4) PROTECT IN PLACE t� \ V I 'Qty \ _ - • tot 0- 400 • .��G� a O v psON PLANTING NOTES ON SHEET L-6 G 1 ::.:..: ; ; .•:..'..:' . .. . �G L�,N � �,���,�, REFER TO r tj v CONCRETE HEADER SEE DETAIL SHEET L-9 N NEP►�- fie;\ PAS 2 • • '`}' ., G� ' ��P �p.�S Y� WAY ' � SEG C, �pro ,, 52 ' • S Pao ,�G�►'l� N'�C�� � `�;� � 3 4 Joe, 5 '�'�� k1 r�5 . ��O � s to a,�pi.�` 5 G,�► � M 40 _ U , MATERIALSY� PLANT - LEG END � _ SPACIN � TREES G P T-1 EUCALYPTUS RUDIS SWAMP GUM 15 GAL. 20 ' O.C. r { J T-2 PRUNUS BLEIRIEANA N.C.N. 30 ' O.C. T-3 LAGERSTROEMIA "'USKO&F.E' CREPE MYRTLE 15 GAL. T-4 PLATANUS ACERIFOLIA LONDON PLANE TREE 15 GAL. 30 ' O.C. T-5 PINUS CANARIENSIS CANARY ISLAND PINE 24" BOX 30O.C. �� _ HORA CAMPHOR TREE 24" BOX 30 ' O.C. I AMOMUM CAMP T 6 C NN , WESTERN REDBUD 24" BOX 20 O.C. ' G� T-7 CERCIS OCCIDENTALIS 20 O.C. �I� CEA AFRICAN SUMAC 15 GAL.T-8 'RHU�I.AN SHRUBS S-1 AGAPANTHIIS AFRICANUS LILY OF THE NILE 1 GAL. 24" O.C. PLANTING PLAN ' S-2 HEMEROCALLIS HYBRID 'YELLOW' DAYLILY 5 GAL. 24 O.C. S_3 PITTOSPORUM TOBIRA VARIEGATA VARIEGATED MOCK ORANGE 5 GAL. 4 ' O.C. S-4 ABELIA GRANDIFLORA GLOSSY ABELIA 5 GAL. 5 ' O.C . S-5 MAHONIA AQUIFOLIUM OREGON GRAPE 5 GAL. 5 ' O.C. S-6 LPERMUM "RUBY GLOW" EPTOSNEW ZEALAND TEA TREE 5 GAL. a, O.C. S-7 PHIOLEPIS INDIC'A 'PINK LADY' INDIA HAWTHORNE 5 GAL. 4' O.C. • S-8 GREV ILLEA NOELLII N.C.N. 5 GAL. 4 ' O.C. pL S-9 NANDINA DOMESTICA HEAVENLY BAMBOO 5 GAL. 3 O.C. _ S-10 MORAEA BICOLOR FORTNIGHT LILY 5 GAL. -3 a G Ito S-11 XYLOSMA CONGESTUM CO1►�ACTA COMPACT xYLosMA s GAL. 8 ° c' DESCRIPTION OF REVISION DAN AP�D 9-I2 PYRACANThA% 5AHTA CRUZ N.C•h1• 5 4L. 6' O•G• VINES CITY OF RANCHO CUCAMONGA / V-1 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. VICTOR_ _lA_ COMMUNITY IIt�G n ► GROUNDCOVER STREETSCAPE / GREENBELT a TRACT 15796 RANCHO CUCAMONGA wale _ FROM ICDA L AT �•h O�CS � s 2 0' CITATION HOMES �\ FRA 022-10 4? DATE:APPROVED BY: MYOPORUM PACIFICUM (1 GAL. ) CITY ENGINEER RCENo. AT 5 ' O.C•. �,RNDSCAPe DESIGNED BY: RECOMMENDED, SECTION! E SECTION F ,`4 Fronk W. T - 1 ' '�- Rodmacher � `RANK N 5 I,CrS• � w '� Lic. #1 10 n RADMACHER " NOTE H PER ) LANDSCAPE AREAS SHALL RECEIVE 4 OF-WOOD CHIP'MULCH 4 WOOD CHIP MULCH ( -� DRAWN BY. ASSOCIATES, INC. SHEET UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES AT c : t �,� �, Landscape Architects 104 L .OF r 3 GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND lF (Date 0�?\ CHECKED BY. PHONE (714) OU-1774 X714) SM-5721� DRAWING No. DETAILS HEREON. pF C k 14841 Yorbe str", � . s• - ICoO(o-L a S�� _�7�L E t_ Z Z 1 G4 TCµ LINE SES SNEET L-! t � ria s►o , . 1 1 Refer- to construction layout an -1i hting plan rian walk on sheet L 1 . , r for pedest C,�-, � • J 1 i - 3 2 „f G 2 roan _ � n la o of Barest Refer to co eruct o lay-out � z Y p _ s walkway- on shy L- 14 � �•� \ \ � PERIMETER LL-PRIVATE \ TES ON SHEET L-6 REFER_ � \ E TO PLANTING NO � \ 3 \ 1 , vl P 3 , T 7 3 i i i u _ Or- \ \ \ \ - ---L -- - - ANT MATERIALS LEGEND N� \ , \ \ \ TREES SPACING `" T-1 EUCALYPTUS RU SWAMP GUM 15 GAL. 20 ' O.C. jr t � GAL.'� - 15 PRUNUSPR l.I AN N.C.N.N.C.N , T 2 UNLJS 8 � 2 0 O.C. \ \ T_ 3 LAGERSTR�MLA 'MUSK CREPEMY T LE 15 GAL. 301 O.C. T-4 PLATANUS ACERIFOLIA LONDON PLANE TREE 30 ' O.C. T-5 PINUS CANXPIe*-A15 DANA" tSLAWD PIWEr 24" 'BOX ' 25 O.C. T-6 CINNAMOMUM CAMPHORA PHOR TREE 24 BOX 301 O.C. \ \ _ \G'(O . occicLLL+NTALj IRN rkftpv c 15 GAL. T-7 GSRGt�s 20' O.C. T-8 RHUr LANCEA AFRI SUMAC 15 GALL. 20' SHRUBS \ F S-1 AGAPANTHUS AFRICANIIS LILY O THE NILE GAL. 240 C. \ \\ \ •� S-2 HEMEROCALLIS HYBRID YELLOW DAYLILY 24" O.C. PLANTING PLAN S-3 PITTOSPORUM TOBIRA VARIEGATA VARIEGATED MOCK ORANGE 5 "Z, O.C. S-4 ABELIA }�A1Dt FA A N.C.N. 5 GAL. S O.C. - \ • � S-5 t•WLbrtA A4u FoUuM o��o lz4 E 5 GAL. 41 O.C. . S-6 LEr'•SO5fr-RMUM 13.'R14L3`r6L.0lU' NCW ZEALAWV TEA 79Ee 5 GAL. O.C. S-7 RAPHIOLEPIS INDICA 'PINK LADY' INDIA HAWTHORNS 5 GAL. 4 % S-8 GREVILLEA NOELLII N.C.N. 5 GAL. 4 0. - I 1 S-9 NANDINA DOMESTICA HEAVENLY BAMBOO 5 GAL. 31 O.C. lQ 15-10 LAVE-IPa Aa124L.4 &U5rl FOLAA F-W&US H L•AVENPErr", 5 COAL.. 3' o.C . DESCRIPTION OF REVISION CITYROVED�� r, V-1 Pa Naclssus 11MCUSI"PATAV Ve rW N-r 5 GAL. (s'o•� ITY OF RANCHO CUCAMONGA W�LG I I GROUNDCOVER THECOMMUNITYVICTORIA �,�a„� I I cy`-�• 1! ROSMARINIIS 'LOPLANTING PLAN rCRWOOD de FOREST' �A CT f FROM FLATS AT ;18" O.C. 1 RAC 1 15796 RANCHO CUCAMONGA \� �� T_-� _� � • - - �'�'� �,\ , '� '. 1'=20' 15796-1 SCALE F CITATION HOMES ,•r/ � - 2 MYOPORUM PARD Four,M (1 GAL. ) F 2210 AT 5' O.C. APPROVED BY. DATE: CITY ENGINEER ✓ RCE No. —�1�- �l ` �ANDSCAP£ DESIGNED BY: RECOMMENDED: LANDSCAPE AREAS SHALL RECEIVE 4" OF'WOOD CHIP MULCH G3 '� WooD CHIP I�ctL.cr-t C P Nvrt� ) _ `�� Fro W. FRANK p / UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT � RADMACHER � er GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DRAWN BY. SHEET c ��� WaOD GNIP Mu1.cH CPER NoTE) * * ASSOCIATES, INC. DETAILS HEREON. s \% Landscape Architects L-10 OF 13 ! CHECKED BY: PHONE (714) 832-1774 FAX (714) 832-5721 DRAWING No. 14841 Yorbe Street. Suite 204 Tustin. CA 02880 F 11KO11-CI SHIA I NO— � I i t I 3 � .V='y- -- -- - - -- - - - - - - - -- -- - - --� -- - - - - - - - - - - - - - - - - - - co O w 55 w z 1 � ZO • 1 1 (METER G3 \ �'� WALL—PRIV,gTE \ \ ry _ Gy PLANT MATERIALLEGEND • .� •, .• . . • . . : - - - .ter , S TREES • SPACING • i --/ ,r • T-1 EUCALYPTUS TIIS RUDI S SWAMP GDM 15 f 1 1 20 ' 0.C.PRUNUS dtIR NA NC.N. 15 GAL. 20 ' : O.C. _ T-3 LAGERSVR�FEMIA 'MUSKGOEECREPE MYRTLE 15 GAL. 30 ' O.C. • •J Wit . 1 7' 1 1 T-4 PLATANUS ACERIFOLIA LONDON PLANE TREE �`�h PAX 30 ' O.C. _ 51 1 1 T-6 CINNAM MUMR'CAMPflORA CAMPHOR 24"24" BOX 25' o.C. 1 T-7 EUCALYPTUS SIDEROXYLON RED IRONBARK 15 GAL. 20 ' O.C. yo Ccdoc� 1 - 1 fi5 `� o o..c. SHRUBS S-1 AGAPANTHUS 1 1 1 S-2 HEMEROCALLIS HYBRID S'YELLOW' DAYLILILY OLY F THE NIS 5 GAL.1 GAL. 24" O.C. 1 24 O.C. •' S-3 PITTOSPORUM TOBIRA VARIEGATA VARIEGATED MOCK ORANGE 5 GAL. 6' O.C. 1 S-4 ABELIA rpR^Wd1PL9RA N.C.N. 5 GAL. 5 ' O.C. S-5 fAA+40W�4 1 `3 S-6 6�lUSP'��'wi 5.yRuP9Y Gtav' NEx�/�2 tAN�?'leA-11�EE 5 GAL. 5 0.C. 1 6 O.C. 1 S-7 'RAPHIMEPIS INDICA 'PINK LADY' INDIA ffA`9THOftr. 5 GAL. 4.2" O.C. Q S-8 GREVILLEA NOELLII N.C.N. 5 GAL. 4 ' O.C. S-9 NANDINA DOMESTICA HEAVENLY BAMBOO 5 GAL. ' Cl" s-lo I.AvENDuLa Au&wyr,r_o�lq E►.&L45h{ -AV6ti1DER �; G�►�• 3� o'c; DESCRIPTION OF REVISION UTI A PPROM 4*-- --____-- VINES V-1 P s1-teNoassus 'rRlcusQlP,a'r'a bostvN ,%jY 5 GAS,. 15,0,c. CITY OF RANCHO CUCAMONGA GROUNDCOVER THE VICTORIA COMMUNITY ROSMARINIIS 'KeN TAYrVom' PLANTING PLAN TRACT t TRACT 15796 RANCHO CUCAMONGA Wp•!.K• FROM I &At,, AT 141 O.C. T5T9G-� ''=2O' CITATION HOMES MYOPORUM PARVI Fb7t U vj (1 GAL. ) FRA 02210 . AT 5' O.C. APPROVED BY: DATE: CITY ENGINEER RCE No. REFER TO PLANTING NOTES ON SHEET L-6 `pNDSCAPF DESIGNED BY: — RECOMMENDED: GG G3 4"W000 GHtp M%ALcH Peg hbtr,) �� Fra k W. 9�Cy FRANK � p � '0r RADMACHER i? z5" LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIPL H DRAWN BY: MLT C ASSOCIATES, INC. SHEE7 `J UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT " * Landscape Architects �- t OF 13 4• WoOO GH+P 1'nULc H C Pic NOTF-) P — GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS ANIS q �P l� CHECKED 8Y: PHONE (914) 832-1.794 FAX (714) 892-6721 DRAWING No. DETAILS HEREON. o: A� ,� 14941 Yorbe Street, Suite 204 Tustin, CA 92EB0 � /loo&-L PROJI i l Siff I I 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 all 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 Quality Assurance: minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. submitted to on 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. of California. All soil amendments shall be as specified in the Agronomic Suitability/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 rototii 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 application. 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 Past 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: int nelevationsi po s a d 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 barrier n detours 9 p p ry s and da ours 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 Advisors 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 all weeds and deleterious materials from 1.05 Defective and Unauthorized Work: planting areas. 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 rototiliing 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 do 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 togs, 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 an 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 1 year 7.03 General: Shrubs All sizes 120 days E.Sizes of PlorrtsShall 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 sod) 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 AocrorecPlonts 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 of 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. Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and materials 4.03 Soil Amendments: The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program. 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 information.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 site shall be cleaned upon the request of the inspector. Remove trash 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. Kee all plant material delivered to site in a health condition for planting. Plants shall not be allowed to d out.Keep o 8.01 General: P Y P 9 dry 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 hove 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 ail 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 varietyshown Ions. on p 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 Solis 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 air water-in and establishment. B. Soil preparation and fine grading shall be completed and trees and shrubs installed Prior to bedding plants and DATE AROV ground cover planting. Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. Berms in turf areas to be removed prior to City acceptance. 5.06 Installation: CITY OF RCUCAMONGA PART 3 - SOIL 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. Soil moisture THEVICTOR_ _IA_ COMMUNITYA. Provide all materials and equipment, and perform all work necessary for and incidental to the soil preparation shall be such that soil does not crumble when removing plants from container. 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 immediate) after mulching. Gradin shall accommodate the mulch TRACT 15796 1579 Y g (Grading ) 15796-1 RANCHO CUCAMONGA 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!R FA #2210 Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. APPROVED BY: DATE: O i CITY ENGINEER � _ RCE No. _74 _ KNOSCAP - � E� DESIGNED BY: RECOMMENDED Fr k W. �y FRANK c% o .Cher RADMACHER DRAWN BY. ASSOCIATES, INC. SHEET �l Landscape Architects L71?, OF 9JF =ae j: CHECKED BY: PHONE (714) 832-1774 FAX (714) 832-6721 DRAWING No. OF C A,` ,F 14841 Yorbe street, Suite 204 • TuBUn, CA 62880 ltoO( _L PROJECT SHEET NO. OF d f 4. 4' THICH CONCRETE APRON (kA S,o 1- s CIRCUIT SCHEDULE PANEL N❑. L❑AD 0.3 KVA 11 I� CONCRETE FOOTING FEET 0 � TYPE SERVICE PEDESTAL VOLTAGE 120/240V PHASE 1 PH-3W BUS 100A tt COMBINATION ELECTRICAL SERVICE CL y ANCHOR BOLTS (4) -A IRRIGATION CONTROLLER PEDESTAL. i I N T E R R U P, CAPACITY l OK-AIC MAIN 10OA-2P E N C L❑SURE OUTDOOR FREE-STANDING GRADE (REFER TO INSTALLATION DIAGRAM) N C , O EARTH FACE 'DEAD' SIDE OF PEDESTAL CL STREET TOWARDS BLOCK WALL. � 0 y LIGHT 120/240V 1PH 100A. a a CIRC BRKR AMPS/LINE AMPS/LINE BRKRL 41 -- a N❑. EQUIPMENT NOTES AMPS AMPS NOTES EQUIPMENT % \\ SERVICE FEEDER rn a w 1 2 1 2 or6 O O1 TO UTILITY 0 100 CONTROL CIRCUIT2 j 0 0+' MAIN o f +� 0 3 MAIN 100 1 IRRIGATION CONTROLLER 4 it > _ SIDEWALK \ r 5 2 POLE LIGHTS 6 3/4" SPARE O 0 u STUB-OUT U - 7 8 O U U 9 10 POLE BASE \ w 0 u *S a 11 12 ` w o C5 z 1-4' -7 j L 7 C.L. W f I s 3 N o TOTALS 2 1 i4° *7.2 • . I E Cl .o - CONCRETE APRON /12 (rYp/Cq�. U c C ` I o, f oLi II II GROUT SIDEWALK 3/4" SPARE E STUB-OUT o a •'i1. H (3) #3 TIES X ❑ e1.5' Z a 1; I 1T ' NEAR TOP L s W N FOOTING t . .`.'•.it z p o _ DEPTH .'ui•. , ��1b,r -` LD v n O� O O ELECTRICAL SERVICE PE TAL a'-6" It :N #3 TIES X ❑ e12' - w o AUTOS 120/240 V 18', 3W 10,000 A,I " v, s r rn J V (4) ANCHOR BOLTS II L ; - - -- °`F PHOTO CELL y _ -- _ uv o NAND — — — — — — PC — LIG G w;',- y, :� 4#5 VERTICALS p a I CONTA R 1 EA CORNER 4-7 _ :3 * I I I O i I I• . LD o o c� 100A 2P TO LIGHTS 2 C.O. WH �� l� FOOTING WIDTH Y Y OR_T IAM R o r 0 �� (SPARE) J TO UTILITY 1'-8" DIA CONDITION 2 - LIGHT POLE BEHIND SIDEWALK Ts SPARE STUB-OUTS LIGHT POLE FOOTING 1#8 CUT❑-� TIME SWITCH) (2) 3/4" GOND. 1 PHOTO CELL L — _J DRIVEN GROUND /�w' ROD 5/8' DIA X L,4NF- OLIGHTING CONTACTOR TTOTREBAR CONNECT CON ROILLER Q 2-POLE, 20A _ 1 O HAND-OFF-AUTO SELECTOR SWITCH SINGLE LINE D I A G R * I IRRIGATION CONDUITS v�� an PLAN VIEW (LOW VOLTAGE COMPARTMENT) ELECTRIC SERVICE PEDESTAL LIGHTING CONTROLS OUTDOOR LIGHTING C O N T R O L 3 FT CLEARANCE CONCRETE FOOTING WITH #5 RE-BAR. 36 x 36". WIRING SCHEMATIC REAR COMPARTMENT - - - - - -I ELECTRICAL SITE PLAN 1 0 0 1 UTILITY F R AREA i 1 SCALE 1' = 20 FT. w - U Z I I LINE TAGE BRANCH Y o low Lmoc"xrn+«c.INC uyA Q) I I UIT CONDUITS 'tom L I G H T I N E FIXTURE SCHEDULE Flo 0 01 I OO 1 ELECTRICAL SERVICE PEDESTAL. 24'•W x 26" i x 48"H. F 1 YM FRONT S RPT N MER PART N AMP AMPS MOUNTING DE I I ❑ & � � W GROUND ROD 1 FT CLEARANCE 10OW HIGH PRESSURE SODIUM POLE DELTA #EZA-100HPS-120V-II-LS LU-100 1.2 1OFT POLE 120 SCALE: NONE LIGHT, 120V. -DBE. • NEW LIGHTED POLE= 10FT STRAIGHT SQUARE POLE #PSSS410-11—DBE—BC. L E C TR I C A L SERVICE PEDESTAL - WALKWAY. OA ' - - STEEL WITH BASE COVER. o Im � INSTALLATI ON . PCDMu v AREA OF THIS COMBINATION ELECTRIC SERVICE & IRRIGATION CONTROLLER PEDESTAL .\ PROJECT Q 1 PACIFIC UTILITY PRODUCTS; (714) 666-0227; FAX (714) 666-0715; _\0 3703 MELVILLE WAY; ANAHEIM CA 92806 (OR APPROVED EQUAL). #USPIL-M100-112CTB (PLUS COMPONENTS PER CONTROL DIAGRAM). _._ p A� ELECTRICAL_ SYMBEILS :-AEQUIMENT OIDENTIFIER o SINGLE RECEPTACLE oa CEILING FIXTURE A VICINITY M A P o = Switch Leg X LIGHTING DUPLEX RECEPTACLE -0 WALL FIXTURE LOW COLU'Ad r rte. SCALE NONE X=FIXTURE TYPE 40 FLOOD OR _ < Y LOW COLUMN �i Z Y=QUANTITY 208V/240V RECEPTACLE aC J POL rT.� DRAWING NOTE • ' 30 LOW WALL >� QUAD (4) RECEPTACLE WITH ARM 30' LOW WALL EQUIPMENT NUMBER O • - OPEN FLUORESCENT FLOOR RECEPTACLE ROOM NUMBER O LUO ES E F R C NT CEILING RECEPTAC LOW REVISION NUMBER � EXIT LIGHT - • SPECIAL • S SPEAKER O AD ?g, SPECIAL OT THERMOSTAT 30' LOW WALL •'! r�'� •.O CONCRETE WALK PER DESCRIPTION OF REVISION DATE APPROVED EXHAUST FAN WP WEATHERPROOF NOTE RECEPTACLES @ +15' CONCRETCITY STANDARDSE WALK PER �<J UNLESS NOTED OM MOTOR CITY STANDARDS ?g, F w . . NITY OF RANCHO CUCAMONGA BO FURNISHED BY OTHERS TV OUTLET NL NIGHT LIGHT O JUNCTION X NEC NAT'L ELECTRICAL CODE SINGLE POLE SWITCH (2 THE VICTORIA COMMUNITY TB TELEPHONE TERMINAL $a D = Switch Leg V COMMUNICATIONS DOUBLE POLE (DPST) P EXISTMG WALK $ �g LIGHTING & WALK PLAN CO CONDUIT ONLY $2 v TELEPHONE � TRACT 15796, 15796-1 RANCHO CUCAMONGA E EMERGENCY POWER $3 3-WAY SWITCH (SPDT) ,�w� � r' CITATION HOMES CU COPPER CONDUCTOR $K KEY SWITCH APPROVED BY: DATE: AL ALUMINUM CONDUCTORt49 3 CITY ENGINEER __ RCE o. lfD DIMMER SWITCH — 'r - ED IMC INTERMEDIATE METAL G DESIGNED BY: RECOMMEND / $ MOTOR SWITCH q\ O SHELDON LISS, P.E. RMC RIGID METAL CONDUIT M CALIF #E-7185 DRAWN By Lim I� SHEE? RNMC RIGID NON-METALLIC C, $ LIGHTED SWITCH a L WAL<5 EMT ELEC. METALLIC TUBING NOTE SWITCHES @ +46' �)��I � TUSTNaCALIFORNIAL92780-7083US A OFUNLESS N❑TED ���/// VI �t 2862-A WALNUT AVENUE " (7,.> 730-0222 CHECKED BY: DRAWING No. FMC FLEXIBLE METAL COND. Q 1998, LISS ENGINEERING;~S2 II - II EXISTMCs WALK I 1606-L SOLE: 1 - 20 PROJECT SHEET N0. C,\WIND[IWS\DESKTEIP\98002E1.DWG DATE- FEB 06, 1998 TIME, 10-27 AM OF d a 4' THICH CONCRETE APRON CIRCUIT SCHEDULE '}+`y 0 10 20 r C PANEL N❑, LOAD 0.3 KVA CONCRETE FOOTING I I TYPE SERVICE PEDESTAL VOLTAGE 120/240V PHASE 1PH-3W BUS 100A FEET 1A �' COMBINATION ELECTRICAL SERVICE y ANCHOR BOLTS (4) IRRIGATION CONTROLLER PEDESTAL.INTERRUP, CAPACITY 1OK—AIC 100A-2P ENCLOSURE OUTDOOR FREE—STANDING GRADE (REFER TO INSTALLATION DIAGRAM) EARTHo N FACE 'DEAD' SIDE OF PEDESTAL L STREET TOWARDS BLOCK WALL. 6 120 240V 1 PH 100A. d CIRC BRKR AMPS/LINE AMPS/LINE BRKR LIGHT / NO, EQUIPMENT OTE AMPS AMPS DTE EQUIPMENT `� SERVICE FEEDER r� r60 4. 1 2 1 2 0 O �1 TO UTILITY ? : +. I O \\�4o(�7pGk0 r 0 1 MAIN 100 0.1 CONTROL CIRCUIT 2 �` 0 O _ 0 3 MAIN 100 1 IRRIGATION CONTROLLER 4 ` L SIDEWALK S r 2 POLE LIGHTS 6 0 N 3/4" SPARE \ 0 U Li 7 8 STUB—OUT a -k z a 0 9 10 POLE BASE X a z I '' LJ 11 12 a W 0 \ L �7 V, Li C.L. \. 0 3 cn \. `� TOTALS 2 1 \ i >< L OL CONCRETE APRON \ U L 0 _ d N \ O o E II II GROUT SIDEWALK41 A \ L r't.t4F.�..�-r•I�. ti M a '' •'i1:: (3) 83 TIES x ❑ 101,5' NEAR TOP W L L N FOOTING - tr ' 3/4" SPARE L DEPTH ;; • STUB—OUT c 0 1 3 2 ELECTRICAL SERVICE PEDESTAL 4'—6» u s I r � — , 120/240 V 10, 3W 10,000 A,I,C, illi TIES x ❑ 1012• Z �~ I ' , �?�O II���(4) ANCHOR BOLTS L ; — OFF PHOTO CELL II o +a� 1 I - - - - - — — - - , v 4115 VERTICALS to n PC LIGHTING O I ' •+'. 1 EA CORNER Z +� o I CONTACTOR ..i. r :.,: 0 0 ' 2•C,O• TO LIGHTS WH ^ FOOTING WIDTH c TO ELEC 0 DIAMETER u � 0 C(SPARE) UTILITY I I 1'-8" DIA U v Q CONDITION 2 - LIGHT POLE BEHIND SIDEWALK TSSPARE STUB—OUTS 1#8 CUL3 /4' T❑— TIME SWITCH) (2) 3/4" COND. LIGHT POLE FOOTING 1 PHOTO CELL L — _J DRIVEN GROUND — 80U. / FT & CONNECT IRRIG Lf-41`l 2 LIGHTING CONTACTOR TO REBAR. CONTROLLER 2-POLE, 20A � •rarer 3 HAND-OFF-AUTO SELECTOR SWITCH SINGLE LINE DIAGRAM IRRIGATION CONDUITS 1G7O1Z1 W VOLTAGE P •r r rawa r •,� PLAN VIEW (L0 OL GE COM ARTMENT) ELECTRIC SERVICE PEDESTAL LIGHTING CONTROLS OUTDOOR LIGHTING CONTROL 3 FT CLEARANCE CONCRETE FOOTING WITH # WIRING SCHEMATIC REAR 5 RE-BAR. 36" x 36". COMPARTMENT o o I UTILITY FEEDER AREA ELECTRICAL SITE PLAN SCALE: 1' = 20 FT. W U I Z Q I 11_� I O+�.umowNeven+a Mc _jLINE VOLTAGE BRANCH CIRCUIT CONDUITS4tr< — LIGHTING FIXTURE SCHEDULE � I M � O o 0 I O o I ELECTRICAL SERVICE L — _ __ — _ J PEDESTAL. 24"W x 26 i S Y M D EJAM�S[MOUNTINGx 48"H. SCRIPTI❑N MF� R. & PART N❑. LAMP W FRONT � GROUND ROD 1 3 FT CLEARANCE � 100W HIGH PRESSURE SODIUM POLE TA — — — — — DEL EZA 100HPS 120V II SCALE: NONE # LS LU 100 1.2 10FT POLE 120 LIGHT, 120V. —DBE. POLE #PSSS410-11-DBE-BC. ELECTRICAL SERVICE PEDESTAL NEW WALKWAY.AO POLE= 1OFT STRAIGHT SQUARE Y i 4+.'`..' STEEL WITH BASE COVER. o a. INSTALLATION . K 1, v AREA OF THIS COMBINATION ELECTRIC SERVICE do IRRIGATION CONTROLLER PEDESTAL PROJECT. PACIFIC UTILITY PRODUCTS; (714) 666-0227; FAX (714) 666-0715; O 3703 MELVILLE WAY; ANAHEIM CA 92806 (OR APPROVED EQUAL). #USPIL-M100-112CTB (PLUS COMPONENTS PER CONTROL DIAGRAM). G L Pam ELECTRICAL_ SYMBOLS to '� 10DSC EQUIPMENT SINGLE RECEPTACLE Q �FrFnk W p E CLE O CEILING FIXTURE �► VICINITY MAP Radmach IDENTIFIER a c�, a = Switch Leg O X LIGHTING DUPLEX RECEPTACLEWALL FIXTURE ?/ LOW COLUMN SCALE NONE W LI 1 �) t Y X=FIXTURE TYPE 40 FLOOD GOLU'M FL❑DD OR SPOT � * / Y=QUANTITY 208V/240V RECEPTACLE o POLE LIGHT G Z DRAWING NOTE 'A� 3 EQUIPMENT NUMBER QUAD (4) RECEPTACLE 30' LOW WALL � P❑LE WITH ARM 30, LOW WALL qlf or CA0 0 • FLOOR RECEPTACLE OPEN FLUORESCENT ROOM NUMBER C� FLUORESCENT () CEILING RECEPTACLE LOW COLUMN ' ?S. REVISION NUMBER ® EXIT LIGHT ` SPECIAL O SPEAKER / SPECIALTO THERMOSTAT 30' LOW WALL rp' C DESCRIPTION OF REVISION Q m � COIVClQETE WALK PER DATE APPROVED WP WEATHERPROOF NOTE RECEPTACLES @ +15' F EXHAUST FAN CONCRETE WALK ISR CITY 6TANDA11tD6 FB❑ FURNISHED BY OTHERS UNLESS NOTED OM MOTOR 33 CITY 6TANDARD6 Q. CITY OF RCUCAMONGA NL NIGHT LIGHT © TV OUTLET • ' , ?5� . NEC NAT'L ELECTRICAL CODE SINGLE POLE SWITCH 0 JUNCTION BOX z� THE VICTORIA COMMUNITY a a = Switch Leg COMMUNICATIONS ` TB TELEPHONE TERMINAL 2s� LIGHTING & WALK PLAN 2 DOUBLE POLE CDPST> v TELEPHONE ExI6TD� WALK CO CONDUIT ONLY TRACT 15796, 15796-1 RANCHO CUCAMONGA E EMERGENCY POWER 3 3-WAY SWITCH (SPDT) ��� ? CU COPPER CONDUCTOR K KEY SWITCH • CITATION HOMES AL ALUMINUM CONDUCTOR 'R D DIMMER SWITCH APPROVED BY: J J / DATE: ��A► _ CITY ENGINEER X ��l RCE NO. O r DESIGNED BY: ` RECOMMENDED. IMC INTERMEDIATE METAL C. �� ( SHELDON LISS, P.E. MOTOR SWITCH CALIF #E-7185 jr RMC RIGID METAL CONDUIT M 3 L � Umn0hr DRAWN BY; SH£E>-RNMC RIGID NDN-METALLIC C, LIGHTED SWITCHo L • uax•rnra aretax sz.ac•c•RIcwi. straMracienra EMT ELEC, METALLIC TUBING NOTE. SWITCHES 2862-A WALNUT AVENUE • (714) 730-0222 L�- UNLESS NOTED 13Q. OF 13 PEDESTRIAN WALKS TUSTIN. CALIFORNIA 92780 @ +46' -7083 U.S.A. CHECKED BY: DRAWING No. FMC FLEXIBLE METAL C❑ND• © M6 1998, LISS ENGINEER1NGOy61a2 CJC,4��: , N __ 2011 ExI6TMG WALK 1606 L C.\WINDOWS\DESKTOP\9900LIE 1.DWG DATES i'EB 06, 1999 7IME, 10.27 AM PROJECT SHEET NO. OF