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HomeMy WebLinkAbout1265-L DEVELOPER/ OWNER C_ i ..., Is U MFDIANS e V F F MILLIKFN A _, N ., l 1-1 LANDS APE ARCHI EC RA PLANS TERRA VISTA • i SOUTHERN CALIFORNIA PROJECT MANAGER • TOM DELLAQUILA LANDSCAPE MAINTENANCE DISTRICT NO . 4 1 15 6 N . MOUNTAIN AVE./P.O.BOX670. UPLAND, CA 91785 714/985 0971 VICINITY MAP GENERAL NOTES SHEET INDEX - - ✓�'" NO. DESCRIPTION NO. DESCRIPTION 1 TITLE SHEET 13 IRRIGATION PLAN - ? �' OSED F1 , ` 2 CONSTRUCTION PLAN 14 IRRIGATION PLAN I `EG`NAL 3 CONSTRUCTION PLAN 15 IRRIGATION DETAILS REGIONAL 1 PARK RANCHO CUCAAAONGA CITY LIMIT Ca'Fitl i ``�`�.,•• 1. An E c oactment Perritt shag be obtained from the City Engineer prior to commencing any wow. 4 CONSTRUCTION PLAN 16 IRRIGATION DETAIL S ^—�� _JL ,,,,,,•„� r _ ::� ry 2. AN wort Shoff be performed s000rdinq to current City standards end the Standard Speelt"tions b► Public Works Construcilon 5 CONSTRUCTION PLAN 1 7 IRRIGATION SPECIFICATIONS v« s• i j � FRE�wS�,ED EC�TNILL ---- OJEC 3. At the conclusion of rough grading, an agronomic soils report shall to furnlshd to the City Inspector and all such recommendations ,ASE t.0 �o tNOm such a report shall super-ode Soils amendment recommendations shown on the plans, CONSTRUCTION PLAN 18 PLANTING PLAN r W T 4. Upon completion of Installation, a maintenance period of one hundred and eighty180) days Is required prior Io final acceptance of the 7 CONSTRUCTION PLAN 191 PLANTING PLAN j FONTANA '•�„ work the C Maintenance shall indude mows weeding, irrt anon, pruning. raisin tree root balls which settle below rade, �> f� ny mowing, v. v fN v• v v CONSTRUCTION & `°�'"` "�° 8 .� 0 PLANTING PLAN fOOTwIL •aAcr,•o fe/11fZtng •rid app+yhg such sprays as u• necessary for proper care end upkeep. Maintenance also ►r►ciudes all repairs, roplecemenl, UPLAND PLANTING DETAILS i ! � d•I•rhlnp •nd adjustkhq necessary b keep the Irrigation system h good working order with proper coverage til s3at• f4[ • » NOW jj>* ntenance >triod shall In wrltlnn bx the City Inspector. 9 IRRIGATION PLAN 2 PLANTING PLAN S. Ore contrdler chart snag be provided hon each oontrofler. Controller chart shall be the maximum size the controller door will allow 2 PLANTING i W W 10 IRRIGATION PLAN 2 PLAN isystem. and snap show the area covered (7y Me automatic controller. The Chart It b De • reduced dewing of the •Ctual •s Duh `t z J�`4,4 s • llowever, In the went the oontrolw sequence Is not Iegtble when the drawing is reduced, h Shap be enlarged to a size that wul be 1 ► n r shall w r t coverage of each 1 1 IRRIGATION PLAN 23 PLANTING PLAN ! r T I lin Int 0 ire e t cob s a De used to show the area o cave readable when educed. he Chart incl De a black a and a s av t � ix fl ,`�F�► station. WTenoo mpieted and approved Publc Works Inspector. lne Cra n shall De hermetically sealed between two pieces o1� 12IRRIGATION PLAN 24SPECIFICATIONS ONTARIO �` BachDibeaminimurof 20 mils. thick. The chart shall be mounted using eicro or equal type tape , Charts must be oorrpleted and In place prior to final scceptance of work by the City ONTARIO INTERNATIONAL 25 11 IRRIGATION BLOW—UP -' AIRPORT 6. e' wide x 6• deep conCreb mowstrips shall be provided between NI shruNgroundloover areas and turf areas. Mow6trips Shall also be providw beneath metal fencing and where City maintained areas are adjacent to Wivetety maintained areas 7. Sk*was3 tryout is conceptual only. Approval of the final sidewalk layout shall be made In the field and adjusted as necessary to meet MAINTENANCE RESPONSIBILITY MAP ff+id condition as approved by the Public Works Inspector and Project Planner prior to Anal construction CONSULTANTS e. Appw-zwn of any chemicals Shall be by State licensed personnel with a P.C.A recomendation . 9. Arty trees within five (5) feet of walls, woks, curbs or other potentially root-damaged hardscaps shall be installed with rootcontrd barriers Prior to backfilling tree(s) planling, contractor snap have the City inspect root barrier Installation MADOIE AND ASSOCIATES. INC. (SASE LAND CONCERN, LTD. Of SAN BERNARDINO COUNTY OFFIC CONSULTING CIVIL ENGINEERING PARK ~l-'"'\� : ; ( �It�fif� 10. No trees shag be planted within three (3) feet of curbs LandscapeArchitecture/Plannin -' 9 AND LAND PLANNING –�; -'' � - 545 N.Mountain Aver Sults 105 :P 1750 East Deere Avenue c 3no UPLAND CALIFORNIA 917th! WILL"6 1rNTRAL..PA�Fi P (6ft"d I� w �. / -; PT`1 , 1 1 . AI trras are to be locate& tort feet from any street light, power pole, or reinforced concrete box; five feet from arty dive • �1 t2s�a PAR�i �� PHONE'(I1� 9aG -2949 ,_•PLANA.» s:• • approach, fire hydrant, underground structure (e g. catch basins, vaults) and sewer lateral or cb•n-out, and three feet from any Santa Ana, CA 92705 IRRIGATION CONSULTANT I' sa31Ni"ts _ _ TRACT:'�y_tso thio ,32 t �` 012a-tINTT Phq ti6oN7Ts k t A water mete, or sewer One. (714) 250-4822 FaX 752-2469 8$-AOtiE� - �::.�/�_ �a =56•�`�T2ES, F • 4rr8'Ddf�A ° / _ �_ r �U�'Af�% 106 W FOURTH STREET SANTA ANA CA 92701 (714)835-2353 - •--'r- I - - -'-`'r��•� �::7�� ,t1.� T 1RK VAY PA 2 GRADING STANDARDS FOR CITY MAINTAINED AREAS SHALL BE: - VIIt:ita,E Sidewalk maximum 8.3% PROJECT LOCATIONTolliff' HOOS S �= �'� Maximum slopes in turf areas 5: 1 { TRA O7;-fz351 z S «oo� s• i�6,urrrTs w VILLAGE * Maximum slopes in ground cover between sidewalk and curb 4:1 . J f s TOWNHOUSE/DUPLEX * Maximum slopes in ground cover areas behind sidewalk 3:1 , 9;e1: 0RIt COYOTE ; -., `�1 ,3. bU.'IA TRACT 14321 ,F �,+ .-_:,; }_.1A Maximum rade crossing community Equestrian Trail shall be 2-4% CANYON g 9 Y q ,�T,. .,,1 rti,.., ..��. •�_- 424 UNITS I. SCH001. ; _ 31.46 ACRES TRACT'12871' 13.5 D.U./AC. �` AIIRFS.` a•• 6 U A *�1:4 ;, LANDSCAPE QUANTITIES �: . CA ad,',�2ao?1� F011 `' � ,.VCC�.AGE�;�, , 0 .� fns pMITs ,,.L ,L 5 ' s } ..• TRACT, �.� 3 7 4 �Nt 5 o c f• pr o o:�ac:„" ia3 '�,. l I M0NTECti"O 7t0AcgEs �t�S "•' I �, T ;t;, 23�; VILtAG :_�:,•"AP1�$, , �s.a o:u./Ac� OR'p ;,\: r �� --�Bt,NITs•.I sERIE TRACT•1�273 �;,� =� �. TOTAL ACRES IN R.O.W. 0.9�CRE� C ) • 2130 - 7111''5 65'AC; �rEACT'!329 >- i.•2515 UNITS. ���%j;�7 V ITIS y �e i� I.6:73• E1AUUNITS i.���.� •'i ACR $ RESP- _- [� �e.D.U'%AC 8.04�-gC. <19.1 D U,/AC �.�i,� \ • h, -� 59 D U A TOTAL SQ. FT MAINTAINED AREAS FT. _ '.Cr OO O ---- -- -- 40,4 3 3 �G�. Q' CITY - I ' G DESCRIPTION OF REVISION DATE "WEST r1�. -e^ .�...�-- --'rj �� Vii. ,: +• FAMILY vl•'►►��3'iT-- GRF.ENWAY rC7..r r ,:y ; qtK .-� APPROVED tYs>z 'a PAR Sf j` r, 0 s �• !�, f�. - '� CONDO./APT' FAMILY <..�� i_,, �EL;MAR TOTAL TREES IN R.O.W. •..• _ t r Q 593 UNI I'S yid VILLAGE „ 'APTS. TCA/PAR iv 31.s ACRES - * -- -- —_ - - - ( -UNITS: �' LI UIDAMBAR STYRACIFLUA 24 BOX — 14 36 BOY +�\ 143 UNITS TRACr•14360 cl7y s, v;S�/-�? 18.90 D.U•/AC. Q 10 15 GAL -8 CITY OF RANCHO CUCAMONGA y :C.2 ACRE. 6l� 'c,e�j"�i1,4(X Jf', , O a:6� ac:- 1 ' — '� X • 3 A I I x 3E Bo ,4.o D.U./AC E ;; -._ dc. .tea. -`A PINUS CAN R ENS S 24 BO 13 — 18 15 GAL 23 TERRA VISTA �K''f� ' I'j` O s _ 4,3'53 �"" Z MILLIKEN AVENUE MEDIAN ,,y f; TOTAL SHRUB N R.O.W. * �` ' AF#''�` �` TOTAL 5 GAL. SHRUBS`v � , , 1,193 (� BASELINE ROAD TO FOOTHILL BLVD. ` A' YIrs- A R , A y f Fi� -� HR _,f 1 AL. UBS ti�'RAcT':�f3��o:,- 9. TOTAL G S 31140 ..J!' -r '?-�J1•,r .0��• j1`,•��.A �`'`.1U4f1�N�1•�•�;�.1+r:; ,` L:i zIT - COVER 4bu IPER ENTA E AND O. FT. COBBLESTONEO SS OS SI OMES LEWIS C G S OF N MEDIAN LE N E t�/!i — -`moi l=•� }; i iv ��s•~•'.•i-*r�1f �'� 1• /� E W I S LA MISSION AR1��Hy �i§':� �.�,; ^�' �r n� <<'^ ;`� ;' I 34% . 139747.8 SOOT. l a:;r.L��_ �•i� ,�?y,'<s tf y:-=s�a�1r�,� , n�ce cr. �E�k1+tIA LAND APPROVED BY OATE�`�_-._� , rorH� NCrE"stT4•° <.. $-F "#tq�. ,1T y1� ,G.: CITY ENGINEER -- ' RCE NO Z 953 HOUSING x� ;Cr ���tf ✓,r rr�`r' ��Fsr�.c2: - �' 17 5 UNIT S O7 r �Q �� t`h $q .�� — 5.83 ACRES • 30.0 O.U./AC. rr: :�•.T�. �,, Ofo�' � Zp2 DESIGN Land Concern Ltd NE MMENGE tlC. N0. 1283 �N 1750 EAST DEERE AVENl1E LJ 6 NTS IGf r fr _ r" _.-._. a - - -- - DNArMN ,HE E 1 J_T,..� f y;°°�` Ta� " SANTA ANA CA 9 Kc �r " r,+ �°`,'� I MEDICAL OFFICE �-- -�I 2705 w � STA URA T ► 31.o ac. r r .r F W DATE KEY MAP fic,fW«tr,�c'<frsrJ.tcsT• I Q� PHONE (714)250-4822 or 25 BOULEVARD I'OOTIIILL �� -NECKED DuAwjNG NO (Q (� R E E NO 1 OF CAt�` :iA T E FILE NO SHEET.-A-0 F2-, 9 z CONSTRUCTION LEGEND RESIDENTIAL = A/C ASPHALTIC CONCRETE O . C. ON CENTER C. J. COLD JOINT P.A. PLANTING AREA CENTER LINEPROPERTY LINE CL. CLEARANCE hD. RADIUS CONC. CONCRETE R. S. RESAWN • CONT. CONTINUOUS R. RISER Z co DIA. DIAMETER R.O. S. ROUGH SAWN D. F. DOUGLAS FIR RWD. REDWOOD FINANCIAL / EA. EACH SHT. SHEET r E.J. EXPANSION JOINT S. L. SCORE LINE EQ. EQUAL SQ. SQUARE EXIST. EXISTING S4S SURFACED FOUR SIDES FTG. FOOTING STD.. STANDARD 1� GALV. GALVANIZED T. F. TOP OF FOOTING Z H. B. HEADER BOARD T.W. TOP OF WALL 1010 Z M. B. MACHINE BOLT T. TREAD N MAX. MAXIMUM TYP. TYPICAL MIN. MINIMUM W. I . WROUGHT IRON • NAT. NATURAL W.W.M. WOVEN WIRE MESH RESTAURANTSN v N. I . C. NOT IN CONTRACT d PENNY (NAIL SIZE)L N.T. S. NOT TO SCALE Ir ° COBBLE ALIGNMENT SHALL BE CHALKED OUT PRIOR • TO ANY EXCAVATION AND APPROVED BY CITY INSPECTOR AND CITY LANDSCAPE DESIGNER. tA ,� � • i • ,� • • G c G i 2 GRANITE BOULDERS 24' ± loo0 o L: •' o.o 3 GRANITE BOULDERS 96' + o^ o. 0.. oA.. 0 BOULDER PLACEMENT r . 1 S I 1 ":209 • HOSPITAL • 10. f RESTAURANTS FINANCIAL RESIDENTIAL • 8 s G�'I N ° o° �,0000.o P,Nf • s • i �...o o. ° b o. • .01 1 MIL _ .� a 3 � .:o- �� • � D3 � OOD . o, acs `_?. °°•.O� e. o o° ..tl.o'oo. o °. o •COe.o�. O°D00° 3 • • ' r` _ :sOO oo�.:.O.O o.oo..^ o•.oi.'0.. ..• o�.D�1�`� 1�.�• J -; , ;0 •.o �:° • ' � •-.U. � ���o �•^ o ° 0..0•.0 • > uo' l • •.0 oU • 3 • • F O o C O DESCRIPTION OF REVISION GATE CITY ' APPROD O VE i u_ CITY OF RANCHO CUCAMONGA 1 TERRA VISTA =DAG-MAFf., 4 MILLIKEN AVENUE MEDIANS Aat3�j4-0- AOw T \,. CONSTRUCTION PLAN �'�bpU•r�c .� ,� � ` � EWtS HOMES _- }- t E 1 2 0 01A o?- � �° sR`E J� — `P`�F� IAN�.s�• APPROVED BY' DATE —�`�1.�_ �° � CITY ENGINEER RC.E tro. 1@ HOUSING Z-- " ' cc,� �� (�; 'rte MEDICAL OFFICE 175 UN1-S `(; ` w _ v~,• � r' 2 DESIGN + � � • RECOMMENDED O "' p� - AND C.ONCER�1, LTD a3 ACRES K:bF �- UC. N(1 I2P" ).0 D.U./AC. ���v>i F w I m �. ? ���•-4� ,;,� � � � � LarpeArchifectcmelPlarmirtg EJ 6 `SRFS DEFT AT y'� �� � � DAT DRAWN (v TM East�Awrw S H E E T ;j !lam-- MEDICAL C ' , JSantaAna, CA927t�5 '�_or 2 5 31.0 A �P � � (714)250-4822 Fax(714) 752-24& r� JE AL�(4R� CHECKED DRAW14G NO OFC R.CE NO /246�`� � FOOTHILL i GATE FILE NO SHEET 0 2 Al A CONSTRUCTION LEGEND _ A/C ASPHALTIC CONCRETE O . C. ON CENTER C.J. COLD JOINT P. A. PLANTING AREA TRACT 13270 CENTER LINE F) PROPERTY LINE _ CLEARANCE AD. RADIUS CONC. CONCRETE R. S. RESAWN CONT. CONTINUOUS R. RISER DIA. DIAMETER R.O.S. ROUGH SAWN D. F. DOUGLAS FIR RWD. REDWOOD EA. EACH SHT. SHEET I E.J. EXPANSION JOINT S. L. SCORE LINE AVENUE \ �L EQ. EQUAL SQ. SQUARE EXIST. EXISTING S4S SURFACED FOUR SIDES �I A FTG. FOOTING STD.. STANDARD GALV. GALVANIZED T. F. TOP OF FOOTING H. B. HEADER BOARD T.W. TOP OF WALL ,,. 2-i M. B. MACHINE BOLT T. TREAD _ ILLIK — � 24 MAX. MAXIMUM TYP.M19 a TYPICAL �j2 3 2 :�,�, o p MIN. — 22 3 3 ° . o -.: Von, MINIMUM W. I . WROUGHT IRON — I 3 3 o� _.�.. NAT. NATURAL W.W.M. WOVEN WIRE MESH ". ' �o.o...o.o ' ---- ----- I� N. I . C. NOT IN CONTRACT d PENNY (NAIL SIZE) 3 ;^'� joQOoo N.T. S. NOT TO SCALE see b. SSW — _ 3 � 3 � �.00'.e._�.0� ' -�O�o.f�.Oo o'� Oo.OQ� ?O.J�_�o✓�° _• �, � 3 p 000bd• ` 3 8 _ o:oo.o l- 12 A. 3 3 ° 2o 0— a .//'off�. .. o a lY � �• Q M:O'p �J � p O.Q.O .O � � .% dw� o• .0..,. 'f o _ °0,00. O o•.•Gplo 0 Op .L � 7J -_ 2 • GRANITE BOULDERS 24 ow ?. {� 3 Xdos 219-� � 3 o 2 2 2 00 "` 3 GRANITE BOULDERS 36' } i - - - - an wo i %r — BOULDER PLACEMENT wo YMCA ow r o • "•20' ow - - _ sw am _ _ f TRACT 13270 _ _ AVENUE - �, 3 aroZ 171 1 _ � _ 2 _ dI 3 2 3 3 �' 3 tf1 3 = = � 3 3 , � > r(l 3 2 3 A � _ 11MLIKEN 2 � � __ o..e 'O •Q-0 00 GV ,Qo o. opt. a -a - 0o '0.. 0.' aoQ -r�oa Q• ' _ _ ; o_ � .p Doo, •% _ -� z � b =_ '11 — cmul _ W _ W C/ _ '�. VJ ooq o 0 0 _ T _ - i o " ollwsu _ _ _ _ _ _ _ _ _ CITY RC DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA TERRA VISTA �i' x�RYElyrs Rc 1 ":209 MILLIKEN AVENUE MEDIANS NETiA .'I RN TRUCTION PLAN COBBLE ALIGNMENT SHALL BE CHALKED OUT PRIOR .�.,.7� o��i.l1:/7l•C�-1�� '�`� =cc+.%��t CO TO ANY EXCAVATION AND APPROVED BY CITY Y = SSREo.. �,�:,, _ LEWIS HOMES IN ; INSPECTOR AND CITY LANDSCAPE DESIGNER. >{ENSITII�;p• � a`� IT '�_ EpKNIA [AND D 40USINc =---- F � .� - .�� cP M A SCq APPROVED BY: DAT6t2n2 a�`9� -} 175 UNITS 7 � C E ` �a0 Q J ry �� 2495 0O a CITY ENGINEER RCE. No. � ;l £. .9 8ACRES o .o D.U./AC. '' ' DESIGN ��l I-i)�� T-T-�� _--'- ISP. ? �� 1�111Y� Ll�ivLTD. RECOMMENDED UC. rm D E:NTi 1�L s L J& MEDICAL OFFICE L. p C LW&CapeArl:hitecturt?lPlanning - X1.0 T A T S s:3 AC. DntE D R_"N —� 1750 East Deere Avenue SHEET cc_r�`,''_'-�� �� 1� •�j �JSantaAna, CA92705O — 25 CHECKED FOOTHILL st h�P (714)250-4822 fax(714) 752-2469 N q f OF CAL��1R DRAwi'VG NO M R.0 E NO- DATE � 6 5—L � ATE FILE NO SHEET Z_ OF.Z c? CONSTRUCTION L.EGF_ND A/C ASPHALTIC. CONCRETE O. C. Ott CENTER C.J. COLD JOINT P.A. PLANTING AREA C� CENTER LINE PROPERTY LINE CL. CLEARANCE AD. RADIUS CONC. CONCRETE R.S. RESAWN - TRACT 13298 CONT. CONTINUOUS R. RISER DIA. DIAMETER R.O.S. ROUGH SAWN D.F. DOUGLAS FIR RWD. REDWOOD EA. EACH SHT. SHEET _ E.J. EXPANSION JOINT S.L. SCORE LINE EQ. EQUAL SQ. SQUARE EXIST. EXISTING S,IS SURFACED FOUR SIDES FTG. FOOTING STD, STANDARD GALV. GALVANIZEQ T.F. TOP OF FOOTING .. �— u _ N.B. HEADER BOARD T.N. TOP OF !TALL —_ M.B. MACHINE BOLT T. TREAD MAX. MAXIMUM TYP. TYPICAL = MIN. MINIMUM W. I .. WROUGHT IRON 0=0 NAT. NATURAL W.W.M. WOVEN WIRE MESH — n N. I.C. NOT IN CONTRACT d PENNY (NAIL SIZE) Q = N.T.S. NOT TO SCALE IMP AVENUEk = _ �o e•. COBBLE ALIGNMENT SHALL BE CHALKED OUT PRIOR TO ANY EXCAVATION AND APPROVED BY CITY MILLIKEN rinip,3117 snow-04 _ owINSPECTOR AND CITY LANDSCAPE DESIGNER. 22' 3 �n .00aooe�- z 3 _ o.oo ° o�o p. O : �0 0 ul a. e o•pA 2 GRANITE BOULDERS 24' ± Aos'0°°° p;_ .- b�o - - GRANITE BOULDERS 36' + _ _ BOULDER PLACEMENT TRACT 13273 1 ":20' _ TRACT 13298 WEST GREENWAY CORRIDOR IMP I - TRACT 14368 -_ AVENUE - — �- 1 z� _ 2Z1 3Z 28 3 S 2 3 — N _ — KE . . � ��' � �'-�- 3 z somMI 2 3 - 2 C �'t Ga oc o . °• fl °O jo.bC.���O — Cn: �+( "Joo o .. t- •oo:do,0o. Wit- p � � 2aw = r am 1pMPlj?: o C O c• �' 0✓ o 41- 00 •o'pD 7, S _ _ dog wologo Two ^ OV wo / Z — O •° 0 l wo son to — wo i i Jsop i �- DESCRIPTION OF REVISION DATE CITY - , EAST GREENWAY CORRIDOR ' APPROVED a CITY OF RANCHO CUCAMONGA TERRA VISTA ,��✓ -., �� I '�� '"'' 'r MILLIKEN AVENUE MEDIANS YMCA PARK t'� F :a:7'3 , i1[G {� _° ; == A� - CONSTRUCTION PLAN ;a ,w -•437 -NIT E' l `i ��r"'_'�%JEtACT: 327 W. �r= �,�� LEWIS HOMES A S I �,�ri7ssL �.?� '� ,,. NIA ( N vNi _ -C 5 y7 tS _ �+ ,�.�1 :5.�`, _ ;;� 1 "'2O' �PM. A ossa APPROVED BY' - DATES �� '6 ;;- CITY ENGINEER RCE. N0. 24953 - y ='�j;, y �, '. V ,�' s DESIGN - RECOMM�NDf D /LST- �'' i > =t� v C' / L .IaNwAY NO 1??3 _ I / IANDtONCEnq, LTD. PARI r+. . _ . = A►rintedtlnelPlatmtn_q L____J & A i E DRAWN� D 1750 Ent Deem Ner�ue S NE E T 7Ei' C_iNiTs.=436$ :rT, D �$anta Ana, CA 92785 _Z—Of 25 `' ,s �_7,d c: �. 'a _ •'��1 i.-�1 s (714)254822 Fax(714) 752-246 CHECKED OF CA� DRAWI`IG NO RCE NO DATE FILE NO SHEET.___0Ez CONSTRUCTION LEGEND A/C ASPHALTIC CONCRETE O . C . ON CENTER C. J. COLD JOINT P.A. PLANTING AREA CENTER LINEhl). PROPERTY LINE CLEARANCE RADIUS CONC. CONCRETE R . S. RESAWN CONT. CONTINUOUS R. RISER DIA. DIAMETER R.O. S. ROUGH SAWN D. F. DOUGLAS FIR RWD. REDWOOD EA. EACH SHT. SHEET E.J. EXPANSION JOINT S. L. SCORE LINE I EQ. EQUAL SQ. SQUARE I EXIST. EXISTING S4S SURFACED FOUR SIDES FTG. FOOTING STD.. STANDARD GALV . GALVANIZED T. F. TOP OF FOOTING H. B. HEADER BOARD T.W. TOP OF WALL M. B. MACHINE BOLT T. TREAD MAX. MAXIMUM TYP. TYPICAL MIN. MINIMUM W. I . WROUGHT IRON NAT. NATURAL W.W.M. WOVEN WIRE MESH N. I . C. NOT IN CONTRACT d PENNY (NAIL SIZE) N.T. S. NOT TO SCALE q- 2 GRANITE BOULDERS 24' ± ' y O GRANITE BOULDERS 36' + BOULDER PLACEMENT COBBLE ALIGNMENT SHALL BE CHALKED OUT PRIOR TO ANY EXCAVATION AND APPROVED BY CITY I INSPECTOR AND CITY LANDSCAPE DESIGNER. TRACT 12671 pDrZ4 G ' 22 , - W _ ? MILLIKEN AVENUE= 0 _ 9W _ p' 5 2, 12 28 30 25 25 !6 /b Z5-� �-� _ I Z� �. 25 •C� Q 3 3 — 5 Yl � 3 3 — N � � 2 2 J 2 3 3 3 N 2 2 4p of a 2 — 2 z 3 �^1 11 W — `V o � o• a °'•o'°• f • � _�"� � V• `I� �� I .d°� 00'00 `°., p A _ ° � ;.`�, .° 0 U o.C�o?O0, •� ,0. ,e. > C �'t: Do(�[� Oo.• n o�-e.ao �a f 1 .�' 'o 0 0' 7 °•Qc) (1)0, `3... _ o. � 0 �: 0' Jc' Q :o' p.Q o _n W _ _ �; •oQ � ' v'o •o �!p •llY o' C O.° �i � o �0 e' � o.�.• °: . °i 0'� A.O� •� ° ' .o 'o .0.. Oo -yo'.0 0 _ •' O.O• 0' •• Qo _ .p. 'o" o•' .o•o. — (� .o' Op Qo o. '0 °.'o: oo. oo � o' (1 .n _ oO o o c oo ° O ZA {/♦ � � enc.,;c oGr,� �. o p e°� ° °• - -io O'�UG;ca°� �000Q.l! o° °��Jp O .�•0�4 ^ � f–� �` l,) s - W - - �i G 3 3 663 bd >= b Z - IJ d = Z u - o - Q - _ - g - TRACT 14421 ,gv., a DESCRIPTION OF REVISION DATE CITY 14CRErt ;- £712Ii t�t �" r ;i> F `"� aG AP PROYEO PARK'- . ; ERRA t 1. CITY OF RANCHO CUCAMONGA t�AY ` 1 T TERRA VISTA w VILLAGE MILLIKEN AVENUE MEDIANS TOWNHOUSE/DUPLI TRACT 14421 424 UNITS ' -� CONSTRUCTION PLAN ;4Cti�. Ss 31.46'ACRES Ql T' yL.— 13.5 D.U./AC. t 1 LEWIS HOMES (AND � OATf�- - 9/5elAPPROVED BY: Mv"�sA -�� Ti] , 4©; 11�F; `�� O�Q� JA`yr `� CITY ENGINEER GZCc R.C.E. 24953 '0 n D.-i No. z DESIGN J • RECOMMENDED ct" ��; � � % CSW, l►� y' LIC NO 12P.J ' AND ���, LTD. u 141 © Ct �`�c7 'AC s �- I p� LarxpeArrhitecttne/Plannmg 1fi't^ 145 I Js� ":209 �} DATE . DRAWN J SHEET ..:,. ; 11N.a L�.�l OE . I -: �'b i^C- �► 1 .2 Q 1 I 1750 East Deem Avr?nue \ - L) 6 , -&nta Ana, CA 92M —5--Of 2 5 rqI f ��ORS\! CHECKED (M)250-4822 Fax(79) 752-2 DRAW I'V G NO cl OF CAL RCE NO DATE FILE NO /,z SHEET 9 -0F... Z9 CONSTRUCMN LEGEND TRACT 13351 - A/C ASPHALTIC CONCRETE O . C. ON CENTER C. J. COLD JOINT P. A. PLANTING AREA CENTER LINE PROPERTY LINE -CLEARANCE ADe RADIUS CONC. CONCRETE R. S. RESAWN N — CONT. CONTINUOUS R. RISER DIA. DIAMETER R.O. S. ROUGH SAWN L1J D. F. DOUGLAS FIR RWD. REDWOOD EA. EACH SHT. SHEET E. J. EXPANSION JOINT S. L. SCORE LINE EQ. EQUAL SQ. SQUARE EXIST. EXISTING S4S SURFACED FOUR SIDES FTG. FOOTING STD.. STANDARD AVENUEGALV .Q � � GALVANIZED T. F. TOP OF FOOTING .. MILLIKEN _ H. B. HEADER BOARD T.W. TOP OF WALL (G = M. B. MACHINE BOLT T. TREAD 3 = ZpI 25 Z71 Z�}I 22, ZZ �o' 6 = MAX . MAXIMUM TYP. TYPICAL O _ ���- ��� MIN. MINIMUM W. I . WROUGHT IRON 1 60 1 _ NAT. NATURAL W.W.M. WOVEN WIRE MESH —_ N. I . C. NOT IN CONTRACT d PENNY (NAIL SIZE) 2 2 3 Q Q — 3N.T. S. NOT TO SCALE i11 _ _ ��.y -G. nod 0 .per. .00 ��c - o°r 0. _�•.'o• o O'4Q, ^cam I _ o 00 0°.�° • Jri c1�.o Q�Q ,p-0 W _>A _ h A Z 4 66' 6 - 2 � - - _ Q 2 GRANITE BOULDERS 24' ± C _ W _ 3 •" }. GRANITE BOULDERS 36' + _ BOULDER PLACEMENT - --- ---- - -- - -- - - = COBBLE ALIGNMENT SHALL BE CHALKED OUT -PRIOR TRACT 14421 TO ANY EXCAVATION AND APPROVED BY CITY _ ®r INSPECTOR AND CITY LANDSCAPE DESIGNER. ° - � - T V*%. , I_ z 1 " : 20' i TRACT 13351 - ---------- -------- -- ------- - M AVENUE _ r = g N W ' _ - - do oA . 0° 44 Oi oo � �.-�• e� 0 0 0o•.o. • o•, O..OQ oo,00.� q . 000 Oe o�j'Q:• 0 .o - V' o0o.• -OcC _ o• o = J.o o�oQ: ° W — 00. �` o ( P Il JAW Lfl - _ _ � 3 66 66 �� < 1 c �) L 3 2 �� 3 3 lig 2 2 Z Q J = z 3 — � Q — — DESCRIPTION OF REVISION DATE clTr _ APPROVED _ _ CITY OF RANCHO CUCAMONGA TERRA VISTA PARKWAY l _ TEgR, r ' MILLIKEN AVENUE MEDIANS TRACT 14421 • F ; y1:` �'�•'� VILLAGE CONSTRUCTION PLAN t �-� TOWNHOUSE/DUPL TRACT 14421 LEWIS HOMES 424 UNITS P��EOKNIA IANpS. 31.46'ACRES APPROVED 8Y. - - DATEc?-�` 1K CITY ENGINEER RC.E NO. 13.5 D.U./AC. �c�� �f� M J4`yr f 24953 } '� rz or 7 DESIGN RECOMMENDED s _ ,��;�. ' c; :, , _ SAND C�OI�]Cl LTU. LIC rm I2P," , 19 0 1 4.E , _DA I La►> pe Arcltitedtn>olPlarming L J 8 �. . I ` �� r �} r E n o�w N -� IM East Deere Avenue SHEET F� fi� 3J y .rR /\ »! ! J �a 3Rrd M8, CA 9Z1QS —Of 5 t� e C'r /I�� (714)LJIr`tOLL Fax(/W) n,2-2469 CHECKED oRawlyG NO M I f ! fAC�f' .`•�.�:c� . _ f Of CAL�� RCE NO DATE FILE NO /^ SHEET.IQ._._..OF_z� CONSTRUCTION LEGEND A/C ASPHALTIC CONCRETE O . C. ON CENTER C. J. COLD JOINT P. A. PLANTING AREA CENTER LINEhl). PROPERTY LINE CLEARANCE RADIUS CONC. CONCRETE R . S. RESAWN CONT. CONTINUOUS R. RISER DIA. DIAMETER R.O. S. ROUGH SAWN OFFICE PARK / Q D. F. DOUGLAS FIR RWD. REDWOOD EA. EACH SHT. SHEET E. J. EXPANSION JOINT S. L. SCORE LINE a EQ. EQUAL SQ. SQUARE O EXIST. EXISTING S4S SURFACED FOUR SIDES FTG. FOOTING STD'. STANDARD GALV . GALVANIZED T. F. TOP OF FOOTING .. H. B. HEADER BOARD T. W. TOP OF WALL uJ M. B. MACHINE BOLT T. TREAD MAX. MAXIMUM TYP. TYPICAL i MIN. MINIMUM W. I . WROUGHT IRON NAT. NATURAL W.W.M. WOVEN WIRE MESH = i N. I . C. NOT IN CONTRACT d PENNY (NAIL SIZE) i W N.T. S. NOT TO SCALE MILLIKEN AVENUE v, GRANITE BOULDERS 24. ± O _ G Tc � = ) Scor Cpl 17i �. � 777-77-= o o ,c'� ��a•, ",eo GRANITE BOULDERS SQ- — �� Cr (.G D O-• '-. \ _�C_1D O OJ O °G. G° Oma"`cO 7 • c0—0 OH O — A) A D ° ; ,�o. BOULDER PLACEMENT 3 ' – _ _ COBBLE ALIGNME?ii SIIALI: OL WALKED, OUT PRIOR 8 TO ANY EXCAVATIO,i 'ANO AP►�rZOV1:0 BY CITY i Y INSPECI'OR- AND OfTY. • DES IGNERe i _ _ _ _ _ _ _ _ _ _ _ _ _ _ PM 12602 1 ":20' I TRACT 1415 I _ Q � = MILLIKEN AVENUE = W = Y 0 UJ Z 4' 13 2 7 ' 371 2 O' 2 3' I �-' 15 c 5' �}o' 07 r 18' z z _ s 2 _ - a — V. — W ae — U. 0. :0.00.00 � O o 0 o• Jo ..° °° v e•e-• a oo• ° _ vo -�'... o .p '-' ,Q.o .,.o. �°-U `,� O. ° _.--� O ,,0'00"0 c•rt•.Q' °.Oo. 'J c � oo D °�o 0 � ° Q .o :o.o o �0'.�� -� �:TJ"ol %_� �l A Z = V r z a J 2 �J l�J z z l(� J — = 3i F 3 3 3 2 �. o G V 0CC — Q — Q — a — = CITY DESCRIPTION OF REVISION DATE APPROVED _ CITY OF RANCHO CUCAMONGA TERRA VISTA MILLIKEN AVENUE MEDIANS ROAD – •f � BASE = x OFFICE �;, -� = CONSTRUCTION PLAN z e ;— -• i AARK �`� �� �� P .> = IA LEWIS HOMES PM 12602 ; J = ILS: 'N� ,y' ""N LgN�s APPROVED 8Y: — DATE�� _._ - a -p CITY ENGINEESq RC.E N0. 24953 > 'Lr � r F ' �^ SIC N(1 z DESIGN I r • RECOMMENDED Ps LAND'CONCERN, LTD. _- -- :—�_ tt� -' *may s 1 — v cl ArchitectunelPtarmi L J� ..� P.tRKMP� •?'tib '�: � —•�- � +i "••""'�" n9 va ^ c _ SEs DATE x q54 W N ; 1750 East Mem Avenue S HE E T - JSanta Ana, CA 9270 25 ( 1 ":20' �� `� 714 250-4822 fax(714) 752-2469 —of r �� & t z O 1/11 1 Af�c �q E OF CA1��fjv CHECKED DRAWI''IG NO SCHOOL ` R.0 E NO GATE FILE NO 65 SHEET �� OF WOTE: 1. STAKE TREE PERPENDICULAR TO PREVAILING, PF vAll W Nps WINO. 2. PLACE "GROW-POWER" TABS IN PLANT 7' BERM TO Fall O(PRfSSEO CONTAINER PRIOR TO PLANTING FOR WAVERING BASIN �^'��• OBSERVATION PURPOSES. tierING PIAN " Jli TOP OF STAKES SSP, 1 C 5/�� � IN TRUNK J�1G�7IV - F -� . 'UOY•IOWfR' PLANT 1A15R ALL (2) CINCH TIES SPACED 24" APART FOR ; I �� _ ! � '' MWIUFACtU11ER'S RECOMENOATIOIIS CITY STREET TREES OR,TC (8') LODGE POLE. �-r I � 12" MAXIMUM j C ,��y � BACKFILL MIX PER SPECIFICATIONS 2" DIA. LODGE POLE STAKES 8' LONG /4I�Y (N Qr/f�l1Lt -� M'� �II � , - ` CONTAINER PLANT ROOT IAII WITH WOOD PRESERVATIVE STAIN; ---APPROVED TREE STAKES (2) t`tto IV 4D �/I 1 3 `\-PLANT PIT TO If 2 TIMES TNIE STAKE A MINIMUM OF 12"STANTOKES PER SPECIFICATIONS UNDISTURBED SOIL AND ALIGN STAKES RBOR GUARD 1N TURF AREAS At10 FRONT YAR; " �I�-" WIDTH OF TWE LOOT BALL B 12' OUTSIDE ROOT BALL. 6" DIA. PVC PERFORATED PIPE - FILL WlTti BELOW THE BOTTOM OF THE ROOT 1/1" WASHED CRUSHED AGGREGATE BASE FULL ' - - - ��• IA1l oo LENGTH OF PIPE (LOCATE I8"FROM TRUNK) ~•-y- Y ,, ;Ills �,,1u ' �� NATIVE SOIL '.. '-----1� 41ter� I"IIN. NOT`(: { - DEEP ROOT OR EQUAL CONTROL PLANT( 1 1`i I { I EQUAL . r`; " 22-29-18P WHERE REQUIRED OR _.�_! 1 I y- j 1. UNTANQ( PATTED ROOTS IT LOOSENING ALL ROOTS AT (OGE OF ROOT BAIL WITH wATER [• APPROVED EQUAL. --- I" NOSE. 00 NOT CRACK ROOT TALL. ' � s K � -=�- GROW-POWER" PLANT TABS PER 2. PLACE 'GPOW•►QWER' TABS IN PLANT CONTAINER PRIOR t0 /LANTOIG FOR OBSERVATION g= MANUFAL?U?ER'S P.ECOMENOATION PUNKS(S. o BACKFILL MIX PER SPEC!FICATIOtIS S HRUB N NATIVE SOIL I. ALL SHRUIS)Bl�a�!TO BE PLANTED AT EQUAL S/ACINI. (TRIANGULAR) UPILESS l TWICE ROOT BALI DIAMETER I OtNERvISE lh:..A`;� ..h PLANS. SEC LEGEND ICA SIAC;NG RfOu UCHEhTS. , PLANT PIT TO.BE (2) TIMES 1NE PLANTING DETAIL WI DTH OF THE ROOT BAIL. ArjU 12' 12" ' 12" BELOW THE B2T. OF THE ROOT BA64 ((z) TYPICAL BOULDER PLACEMENT SHRUB SPACING CITY TREE STAKING i OOBBLES= SIZES SC!FEDLILE HAND PLACE IN CONC. SETTING BED WITH I FLATTER SIDES UP TO FORM A UNIFORM SIZE PERCENTAGE SURFACE WITHIN THE DRAINAGE COURSE . 4" - 6" DIA. 60% PROVIDE LESS UNIFORMITY AS STONE 7" - 12" DIA. 20% GRADUATES IN SIZE AND PLACEMENT GRADUATED SIZES OF LOCAL,RIVER RUN CONCRETE CURB PER ENGINEERS' PLANS CONCRETE CURB PER CITY ENGINEERS' PLANS 1 - 2 DIA. 10$ ' AWAY FROM DRAINAGE COURSE . GRANITE STONES, INSTALLED IN THE 2' - 3' DIA. 10% FOLLOWING TWO STEP PROCESS: A 8 B REINFORCED CONCRETE,12" DIA. DRAIN BOX SET BELOW. THROUGH CONCRETE SUBBASE. CHRISTY # V-1 DEPTH OF STONE EMBEDMENT TO BE NO LESS WITH 71 C23 GRATE. 9" AVERAGE DEPTH RANGE 8" TO 10" 4" DEEP BARK MULCH I THAN TWO-THIRDS THE DIAMETER OF THE 4" DEEP SHREDDED MULCH 27MIN. AS APPROVED BY CITY INSPECTOR I u � I STONE FOR SIZES 4" - 12" NO GREATER [ NOTE 1 SEE ' 2 � THAN ONE-THIRD THE DIAMETER FOR SIZES N = ' 3E�Ok N -4;, LARGER THAN 12" DIAMETER. Iii ) = .T, - �.> -� SHREDDED MULCH '` COMPACT SUBGRADE TO A HARD FIRM UNYEILDING SURFACE, SMOOTH AND TRUE 1" COMPACTED SAND SUBBASE. ___ �t� , �- I BOULDER PLACEMENT PER DETAIL (E) SHEET 8 J 4l' lil " �' I '�... �„-....vu'•� - - " - II';;�'� i'` -�` •1: -.11, , ISI f u I ISI Ilhl TO LINE AND GRADE; TEST FOR REQUIRED FINAL LOCATION TO BE DETERMINED IN THE ' 4l!�I 'Ir ---� GRADUATED SIZES OF LOCAL,RIVER RUN COMPACTION PRIOR TO PLACING ROCK410RK. (A) 2 FT. WIDE DRAINAGE COURSE TO BE SET .,• (j,, - � FIELD BY LANDSCAPE ARCHITECT CITY � -� IN 3-1/2" MIN. THICKNESS, PORTLAND CEMENT by INSPECTOR (SIZE 1' TO 3' DIA.f I���iE- lei =�li GRANITE STONES , INSTALLED IN THE PERVIOUS CONCRETE PAVEMENT SETTING BED �' FOLLOWING TWO STARE PROCESS: A 8 B CONTRACTOR IS TO PROVIDE A SAMPLE 1?' DIA.x 10' DEEP AUGERED DRAINAGE SUMP. g A 1" COMPACTED SAND SUBBASE. USING 4" TO 6" DIA. STONES I It II I(I I (A) 2 FT. WIDE 'DRAINAGE COURSE' ROCK AREA SET UP PRIOR, TO CONSTRUCTION LOCATION PER CONST. PLAN, SHEETS 2-7 • 2 FT. DRAINAGE -� PERVIOUS CONCRETE SETTING TO BE SET IN 3-1/2" MIN. THICKNESS, (B) PERIMETER AREA TO BE SET IN CLASS D --, I BACKFILL WITH COURSE SAND STREAMBED 4 COURSE (TVP.) PORTLAND CEMENT PERVIOUS CONCRETE PAVEMENT SETTING OF COBBLESTONE INLAY. CITY INSPECTOR HAS MoRThR, 1 PART CEMENT TO 2-1/2 PARTS SAND, = > , TO 6 RANGE WITH OCCASSIONAL 3 TO 7 FINAL APPROVAL OF ROCKWORK. USE 7" TO 12" DIA. STONES 12"0 WIDTH. MEANDERING (3'-7') VARIABLE WIDTH. BED. USING 4" TO 6" DIA. STONES PERVIOUS CONCRETE SETTING 2 FT. DRAINAGE COBBLE INLAY LOCATION VARIES WITHIN THE MEDIAN (B) 'PERIMETER' AREA TO BE SET IN ADJUST PLANTER AREA GRADES TO FLOW 02i U SEE ADDITIONAL NOTES BELOW: CLASS 'D' MORTIR,1 PART CEMENT ( MEANDERING (3.-7.' VARIABLE WIDTH. C0�8LE5TUN(r STRI-AMBED OTES Y TO 2-1/2 PARTS SAND, USE 7" TO MINIMUM INTO DRAINAGE COURSE , TYPICAL) . 3'-7 � COBBLE INLAY LOCATION VARIES WITHIN THE MEDIAN 12" DIA. STONES TYPICAL MEANDERING CORRL ESIONE SIBEAM RED WIIH DRAIN GRAIE AND UMn IXEICAL MEANDERING C0851 ESIONE SIBEAM BED XERISCAPE ASSESSMENT SYSTEM SUMMARY NOTE: POINTS REFERENCE THE TRANSITION AREA WILL ALSO 1. LANDSCAPE(Point Value) CLAIMED (Sheet«/Ree») ACCOMODATE SOME OF THE IRREGULAR l BOULDERS AND COBBLE PLACEMENT 1. Water conserving plants.[20) :cm 119- 4- OF STREAMBED. 2. Turf limited to 25%(45%residential.[201 3. Plants grouped by watering need.[101 1 0 /55 1.3 4. Hardscape(non-irrigated)surfaces.[101 10 7 v o'• IQ S. Permeable paving.(51 S �-'j Y8 � �Iy -.:- 111 a4• 6. Low-water turf varieties.[5] 7. Mulch provided in non-ground cover areas.151 5 8. Soil amendments.(S) 9' Total Points Claimed: (Minimum Points Requited: 601 O IL IRRIGATION(Point Value) 1. Low gallonage irrigation system(20] 20 9- 111 L � 2. Automatic cnntmller.(201 1- 0 -1- 14 R [[F[ 3. Designed to water plants by watering needs.1101 / 0 1 U 4. Soil moisture sensors.[10] / 0 / / """i ""'"P; of S. Rain sensors.(5] I 6. Wind sensors.151 7. Sensitive to slope factors.[5] S / / / , .(*�`'�`t`!�""' o 10 I 8. Reclaimed or recycled water.(51 11 ` I iIL ijjIkL J'�- o ••; I Total Points Claimed: _1 Tllhll=I11 B-� TYPICALfiSPEGTION (Minimum Points Required GOJ � PAVING TRANSITION UL M = , 4 PLAKIT ��t,' �_ '_:~ °?'Lk-,-'� r �y +� NOTE 1 C.UBE)'L_E6 f Ut`� L S7 h' AMU D NU i t-b ; L u . f C� IM>✓TE Go) �l-,� SNoc��D H�v� sal NaTVRA•t_ .�IN� EpC� . 'TFT SIDE W /vv/����•. ,,'b(� P I trt E"r 45 S►Lola. (i��l= _A�a T� �Gr21a'T t O N A6. t o -M &f VA(_: a (�L WHERE NOT CURB-ADJACENT, DRAINAGE COURSE TO MAINTAIN � FNfIN�X�-��_ GRP-T-0 YffR_VLA1411ttQ_IALTf:: i'._V1jrL_PLA_iI3 AVERAGE DEPTH OF 12" WITH VARIATIONS TO 10" OR 14" AS - -- - - - (�IMC-��+ GaP��(->✓ ELY�IE 1 GALLON CONTAIr4En nECFIVE3................................... 2-3 . ::t3LET9 APPROVED BY CITY INSPECTOR. ADDITIONAL NOTE-; CITY 3 GALLOI'1 CONTA11ICn nECEIVES........... i...... 3.0 T.140LEIS DESCRIPTION OF RE �tS10N DATE APPROvEO GRADE PLANTING AREAS SO THAT THE FINISHED GRADE IS 5" ^ s GALLON CONTA114En nECEIVES................................... 0.9 =%.ELETS BELOW TOP OF CURB TO ACCOMODATE 4" DEP_FH OF SHREDDED CITY OF RANCHO CUCAMONGA BARK MULCH WITH A 1" CLEARAH .E FROM THE TOP OF CU1:B 7 GALLON CONTAINEn nECE1VES.................................... 0-10 T".CLETS TO TOP OF BARK MULCH. (TYP. BOTH SIDES) . ' �' TERRA VISTA 10 GALLON CONTAIt1En nECEIVES....................................... 10-12 IINDLETS THE 2' WIDE DRAINAGE COURSE WIDTH IS PROVIDED FOR MILLIKEN AVENUE MEDIANS BID PURPOSES ONLY. ACTUAL INSTALLATION IN' THE FIELD 15 OALLON- CONTAIt1En nECEIVES................................... 12.15 TAU LETS SHALL ALLOW FOR NATURAL APPEARING FLUCTUATIONS IN WIDTH PLANTING AND FROM 1 WIDE TO 2 WIDE OR AS DIRECTLD BY CITY 20" 24" BOX nECE1IES............................................... 14-10 1AnLET .' INSPECTOR. CONSTRUCTION DETAILS 30" DOX nECEV/ES............................................... 10-I0 TA 0 L E T S THE ELEVATION RELATIVE TO TOP OF CURB OF THE SWALE LEWIS HOMES CENTERLINE SHALL ALSO FLUCTUATE SO AS NOT TO APPEAR APPROVED BY DAT���"_ .........10.20 1ARLETS CHUTE-LIKE OR ENGINEERED. REFER TO SECTIONS FOR 54-1AG D oaEa. f ES ITZ v1oEa5 G�1c� _ CITY ENGINEE RCE NO 249.a�3 3 0" 8 0 X RECEIVES...................................... �� �`r-uP .aR�s4 . ►.n"TY -1F1� ALLOWABLE RANGES. 0f4E OVAL- d 2hIZ�D STbNE 1s.l rp "�� vAt2t o-TiOIJ Ir\) 4„Il(7-iT{ , "TFa� Ga�rTn.+L-TOR 42" D O X RECEIVES...............................................20-22 TP!DLETS !! �L,l, E#:1r0T_T To IN°jfAL.L- t � S 1Jr_A1 N,a&f_:r GOu25E. �` A 1.1A-f V u:A L S'T-Elr►7 DE SIGN RE C.`M M E ti DE Bo1fOM , 40' BOL( RECEIVES............................... •...............22.24 TACL!:TS Vra4__ - � Land Concern. Ltd. �j &_ ORA*N - 1750 EAST DEERE AVENUE_ SHE E T ©OX nECEIVES...............................................32.36 T:.SLETS 60' � SANTA ANA CA 92705 � 8 2 5 - PHONE (714)250-4822 of - LARGEn SIZES --- Fon EA-,Ii 1/2" CALIPEn USE:...................... 3.4 TABLETS MEANDERING E ME NT _ _ .HECNED DRAWING NO - - --- --- - RCE NO /z DATE - FILE NP S H E E O2- FADJUSTM RTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS,TREES, / ERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS op PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR NORo do LD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER RESIDENTIAL ow R HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE i IRRIGATION LEGEND TION SO AS TO PROVIDE PROPER COVERAGE. ALL i ENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. ♦ SYMOL MANUFACIURER MODEL NO. DESCRIPTION 11011LE RADIUS C.P.H. P.S.1. PATTERN i ♦ CALSENSE 2000 SCNIES AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN RIVERS REUC-I-H ?IS WITH i O RAIWgSTER 24PC PERMANENT R[MOIE CONTROL PIGTAIL AND T(LEPIIDME CARL( CONDUIT FOR NotFUT UAC PODEM. wo / w V • RAINRIRD 'EfA-CP-PRS' SERIES ELECTRIC CONTROL VALVE WITH PVC WE STRAINER ARD CHAMPION 300 SERIES MANUAL FINANCIAL ANC)[ VALVE - SIZE NOTED - INSTALL INSIDE CIMISTY CONCRETE NOKCS WITH LOCKIIIG PLASTIC LIDS. O RAIVNIRO 33-01LR0 QUICK COUPLING VALVE WITH LOCKING VINYL COVEN- 3/4• ago ioo - WILRINS STS-R► -"• 1[D000O PRESSURE TYPE NACKFLOV►REVERTER - SIZE NOTED too III ELECTRIC CONTROL VALVE NO. A4 1 15 WILRINS Soo SERIES PRESSURE REDUCING VALVE AT 1 112' POINT Of CONNECTION iso ioo © SALCO SR-40 SERIES PRESET PRESSURE REGULATOR - SEE PLAN FOR SIZE EXISTING SLEEVES UNDER ROADWAY. 1' ., ♦ NIRCO T-Il] SERIES GATE VALVE YI TII NRONZ[ Y11C0.MUINOII - LIN[ S12C CONTRACTOR SHALL VERIFY LOCATION 4•� / PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D CALSENSE 1000-S MOISTURE SINSOR --SU NOTE ON DRAWINGS foot QUANTITY"AND LOCATION PRIOR TO CONSTRUCTION. 400 S ` NARDIC 102- 10. NORMALLY OPEN MASTER VALVE - SIZE NOTED i� SHRUB-5 GAL 94 2 188 N � Q SALCO P- FLUSH OUT ASSEMe Ir - S[[ DETAIL// I • SALCO PI 141E [POTTER - PROVIDE TWO EMITTERS PER TREE RESTAURANTS ®SHRUB-1 GAL ++4 , +Ia 2,. ♦ // / it i DATA INDUSTRIAL 220► FLOP SENSOR - INSTALL 30' DOWNSTREAM OF N.f,►,0, AND 30' UPSTREAM Of IMST[N VI oN •NAI LET ISR PRCSSUNE RELIEF VALVE SET AT IZS P.S.I. - 3/4'♦ FUTURE OUTLETS 208 � v v / ♦ SURIED PRESSURE RAIN LINE PIPING - PVC CLASS 31S FOR SIZES 2' AND LARGER AND PVC SCHEDULE 40 FOR SIZES 1 112' AND SMALLER A .1- i TOTAL OUTLETS 510 - SIZE NOTED 9 �j i v MURI(0 NON-PRESSURE EMITTER/LATERAL LINE PIPING - PVC SCHEDULE 40 - SIZE VOTED I �O T o ISMI PIPE SLEEVE FOR IRRIGATION PIPING INSIAL110 UNDER NOAOVAT/IWIDSCAP( - PVC SCHEDULE 40 - SITE MOTCO iow TOTAL ESTIMATED EMITTER REQUIRED: 85 voo C j 1IGATION CONTROL VIRE CONDUIT INSTALLED UNC+U ROADWAY - PVC SCHEDULE 40 - SIZE NOTED i i RR No ELECTRIC CONTROL VALVE NO. A 1 2 INDICATES FLOP 14 G.P.M. FOR [CONTROL CONTROL OV 111 (DRIP 1100[) ♦ INDICAICS AUTOMATIC ON1 LVA COM TRDLL(R SIAlION NUIRCN ioo INDICA tiS ClEC1R IC CONTROL YALYE S11C • � �INDICAIES FLOW IN C.P.N. FOR ELECIR IC CONTROL VALVE IFLUSH ROXI do -INDICATRENG VALVE SRC PLANT QUANTITY OUTLETS,'PLANT OUTLETS REQ'D �—INES DIGOES PRPRESSURE DUCI ESSURE S[T11NG NCQUIR[0 Niooiso SHRUB-5 GAL 57 2 114 , i 1 i ♦ do ♦ ♦ OltIwo/ SHRUBA GAL 162 1 162 i i * i ♦ ii low sdow i FUTURE OUTLETS 219 - �� lop i TOTAL OUTLETS 495 THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY Q FOUR (4) IRRIGATION VALVES, E.G. A CALSENSE MODEL 2000-24 STA 0 i REQUIRES 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR Z 2 TOTAL ESTIMATED EMITTER REQUIRED: SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR at* demo, - INSTALLATION AND PURCHASE INFORMATION CONTACT: PRESSURE CALCULATIONS _ _ - _ - _.- .. _ - \ .,•�r, y„ •,aa-`„�- ^��,. RICH MURRAY '3 FOR CORRECT LATERAL LINE INSTALLATION �� 4,. A � ' �� 1r�� WATER METER 0 SIZE 1%, CALSENSE 1- :Tt ""`^'[1r�f� REFER TO DETAIL N0.17, SHEET 24. E 7{ ��`1 r-; { \ M.G.L. 1411 S% _��� 2075 CORTE DEL NOGALr SUITE J ,,,., \���i.�•�,���Tw � �-.f�, _� .� ► �1�`f„ti »� t ,` { Z i Z CARLSBAD, CALIFORNIA 92009 sopELEVATION 1262 rQ�.=7 t+G1��s`Z_ (714) 458-0129 149 X.433 04.5 P.S.I. ♦ dom REMOTE CONTROL VALVE A-11 SIZE I _ �11.�cs may. �r — JUN-, Ilk — r F. �- ? t MAXIMUM DEMAND 29.8 G.P.M. 1 too _ � r',T �:; Imo•r r ..• ' �iwo so* Wr Y ��KCC ...LLLSPIT ,� f�Fi DENSITI�' ■ dom do i HOU ,►�G < «e� W >C- U exp i ♦ ELEVATION -1217 1 R r -A C2 Y` J 175 _. P.S T S �” .\Q ago F. 4°E cam•--j i PRESSURE•R.C.V. 84.0 P.S.I. .l•top /- 0.0 D.U./ACv '` GNP op ♦ ;LE l7EM �, i ♦ — ���ydDEUT�A - s:6- /� ♦ WATER METER 1.�_ t� - �' • F r MEDICAL O ♦ 1 YS R.P.BACKFLOW DEVICE 2.5 i op _GNP 2* GATE VALVE Q,_ HOSPITAL � �•�0 7 Guw��U �'`I a� 31.0 AC i do GOP r 1%- MASTER VALVE 2A M MESS.REG.(FALL•OFFI FOOTHILL too twoi4� i MAIN LINE LOSS 17.0 RESTAURANTS FINANCIALIRRIGATION PRESSURE MAIN LINE PIPING IS SHOWN IN RES 1 D E N TI A Low 1' REMOTE CONTROL VALVE 2.0 ROADWAY FOR CLARITY ONLY. INSTALL MAIN LINE IN ow op LATERAL LINE 5.0 PLANTING AREA WHEREVER POSSIBLE. DO NOT � INSTALL MAIN LINE PIPING WITHIN ROADWAY. MAIN FITTINvc Loss(1ox1 �.z ♦ LINE PIPING SLEEVED UNDER COBBLESTONE SHALL BE ♦ GAIN ELEVATION CHANGE(LOSS) .19.5> KEPT TO AN ABSOLUTE MINIMUM. (TYPICAL). TOTAL SYSTEM LOSSES 25.7 2~ PRESSURE REQUIRED AT EMITTER: 2.0.0 TOTAL PRESSURE REQVRtfO: 4,5.7 4.3 Ag ago C M' dOW 00 STATIC PRESSURE AVAILABLE: 14.5 25 (] I V SR-40-32 wo A A „ goo REG.IRfSSUREAVAI T1LE,PRE.SET,• - ELECTRIC CONTROL VALVE NO. A9 PN Ib.5 �` 9.o A -446 12 990F,PH 14 ♦ 10 AIS ISG r SR-40-20 r Ram ESIDUAL WATER PRESSURE: �.a _ M -f CITY RESIDUAL WATER - -- - Z8.9 1" `.O PLANT QUANTITY OUT LEI S/PLANT .CI C7 ` PRESSURE REQUESTED: 19-20 P.S.I. OUTLETS REQ'D SR-40-32 'M " iz} N yt,+' L'1 �J! " lie SR-40-32 j SHRUB 5GAL 52 2 104 4 Z r - I/~• t„ . " u". .�Fti" + MILLIKON N SHRUB-1 GAL 136 1 1 f ,�,,,� 1qmoo juW 2" y1r, va ,p• 1 �1 � ,ww" 1" � FUTURE OUTLETS +88 Q� 1„ 1 ., 'Iy' IW►' �°'n ►e` A • TOTAL OUTLETS 418 �{,�vl ,�'' ++�` t I,hN 2 1�• p�Z• •'/ LIQ.. 74 � ...>�•r. a' 4. TOTAL ESTIMATED EMITTER REQUIRED: 72 �I IyZ• V, ELECTRIC CONTROL VALVE A 10 lop 1 5 ' 0 � `4 vim" PLANT QUANTITY OUTLETS/PLANT OUTLETS-REQ'D • r TREE 24" 8 6 48 Y } 3 ; j y Nlllll.j 01 15 GAL 2 4 8 DRIP EMITTER SCHEDULE EMITTER SUPPLY PIPING IS SHOWN IN ROADWAY FOR FUTURE OUTLETS 64 CLARITY ONLY. INSTALL EMITTER SUPPLY PIPING IN TOTAL OUTLETS A 120 • 1"RUNIN 1 GAL SHRUB 1 EMITTER OUTLET PER SHRUB PLANTING AREA WHEREVER POSSIBLE. DO NOT INSTALL EMITTER SUPPLY PIPING WITHIN ROADWAY. • O - 3 SHRUBS PER SALCO PC6-2 EMITTER TOTAL ESTIMATED EMITTER REQUIRED: CITY EMITTER SUPPLY PIPING SLEEVED UNDER `�. - - DESCRIPTION OF REVISION DATE APPROVED - CAP 3 REMAINING PORTS FOR FUTURE COBBLESTONE SHALL BE KEPT TO AN ABSOLUTE u. 5 GAL SHRUB 2 EMITTER OUTLETS PER SHRUB MINIMUM. CITY OF RANCHO CUCAMONGA 2 SHRUBS PER SALCO PC6-2 EMITTER - CAP 2 REMAINING PORTS FOR FUTURE iTERRA VISTA • 15 GAL TREE REE ...... Aom � 1 TREE RECEIVES 2 SALCO 1 PC6-2 EMITTERS NOTE: THIS IRRIGATION SYSTEM IS BASED d d Pagano MILLIKEN AVENUE MEDIANS •' UPON A MAXIMUM OF 3' WATER PER WEEK IRRIGATION CONSULTANT- CAP 4 REMAINING PORTS PER EACH APPLIED FOR 8 HOURS A NIGHT / 6 DAYS A Toe W. FOURTH ST. WEEK. EMITTER FOR FUTURE ( 9:OOPM - 5:00 AM ) SANTA AA • CALIFORNIALIFOR •ZJo1 IRRIGATION PLAN M 24" BOX TREE- 6 EMITTER OUTLETS PER TREE (714)039-203 1 TREE RECEIVES 2 SALCO 1":209 LEWIS HOMES PC6-2 EMITTERS cP`�TcpnNiA (q I JS APPROVED BY: - DATE���,� CAP 3 REMAINING PORTS FOR EACH EMITTER FOR FUTURE MEDICAL OFFICE NOTE: CONTRACTOR TO COORDINATE CONTROLLER �`�� ��� M �q�'a�� CITY ENGINEER RC.E N0. 24953 / PROGRAMMING WITH A CALSENSE REPRESENTATIVE AND A � 36" BOX TREE- 10 EMITTER OUTLETS PER TREE STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. z DESIGN RECOMMENDEQ y� LIC. NO 1??3 - AND NC I, L.TD. �- ArchitecMreftrvh - J 1 TREE RECEIVES 2 SALCO � _� _�I rte', � l PC6-2 EMITTERS DATE DRAWN �V WW East Deem Awnue SHEET n CAP 1 REMAINING PORT FOR EACH � &17t3 Ana, CA 92M5 9 —OF 25 EMITTER FOR FUTURE Sr (714)250.4822 Fax(714) 752-246 OF CAt11G� CHECKED RCE NO DRAWItiG NO ,DATE FILE h0 /.2'6S!y SHEETIi _0F..J29 ELECTRIC CONTROL VALVE NO. AS PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D SHRUB-5 GAL 68 2 136 _ _ _ SHRUB-1 GAL 251 1 251 _ _ TRACT 13270 FUTURE OUTLETS 31CD — TOTAL OUTLETS TOG _ _ TOTAL ESTIMATED EMITTER REQUIRED: 114 � — EXISTING SLEEVES UNDER ROADWAY. r IRRIGATION LEGEND ANN CONTRACTOR SHALL VERIFY LOCATION r` PRIOR TO CONSTRUCTION. SYMDOL MANUI ACTURCR MODEL N0. OC SCR IPIION MOlII( RADIUS G.P.M. P.S.I. PATTERN ARAB AVENUE CALSENSE 2000 SERIES AUTOMATIC SPRINKLER CONTROLL[A MOUNTED WITHIN MYERS PI ZiS WITH am RA IMMASIU ZIPC iCRMANCMT ■(ROME CONI ROL PI61All AND TEIt►ZION[ CASK CONDUIT FOR goo ruTDA[ 1100[71. _ dimso RAINSINO - C?-CP-►RS- SERIES ELECTRIC CONTROL VALVE WITH PVC YK STRAINER AND CHAMPION ]00 RI MUMU / • LIDS. VALY[ - SIZE N01[0 - INSTALL INSIDE CINISTT CONCRETE BOXES Y1TM MOCKING►US11C '� -- — —(-�-- — — — RA1ND)RO ]J-DIRE QUICK pIM1ER COUPLING VALVE YITM lOCR7K ViOYI COVER- 3/1' _ IL �� -y— KEN • �— YILRINS SiKtD PRESSURE R[D [SSUI[ TVBACKFLOW►RCYEOTER - SU[ NOTED _ �,.._ GOP �� '•f N i 15 WILKINS SOO SERIES PRESSURE Nt DUCING VALVE AT 1 1/2POINT OF CORRECT 100 SAW I doop 23.6 A5 1416 G.P.H R s �„ � NOW 23. J � © REGULATOR SR-10 SCRIES PRESET PRESSURE R[GUIOR - SE( PLAN FOR SIZE `� • -- M MISCO 7-113 SERIES CAT[ VALVE WITH SAME WKEI.MANOLE - LINE SIZE i Y' _ 2 tS — _ 1 " ER v CALSSC 1000-5 MOISTURE SENSOR -.SCE NOTE ON 911 FOR QUARTITT.AMO LOCATION — n " ■ 1R ❑ ' YQ •0/ = MARDI[ IOZ-M.O. NORMALLY OPEN MASTER VALVE - SIZE NOTED Z _ 0 SALCO M-61 FLUSH OUT ASSEMBLY - KE DETAIL I iI �n p I 2 " V. • SALCO PC6-2 TREE EMITTER - PROTIDE TWO EMITTERS PEN TREE DATA INDUSTRIAL 210P FLOW SENSOR - INSTALL JD- DOWNSTREAM OF O.F.►,O. AND 30- UPSTREAM OF FIRMA VALVE. 440 p B 74 I /1 ow l �4 II(i` Q BAILEY IMO PRESSURE RELIEF VALVE SET AT 1ZS ►.S.1. - 3/1- i T12 Y ---- BURIED PRESSURE MAIN LINE PIPING - PVC CUSS 31S FOR SIZES 2' AND LARGER AND PVC SCHEDULE 10 FOR SIZES 1 1/2' AND SMALLER dpwsl2E NOTED 1011-PRESSURE [ZIITTCR/UTCRAI UMC PIPING - FTC SCNEOUI[ 10 - S12i NOTED PIPE_ 2 A SLEEVE FOR IRRIGATION PIPING E IRRICATIONCONTROLMINE CONDUITINSTALLED UNDERROADWAY- PV HEDVIC 10 SIZE E 40 S12C NOTED NOTED �/Ij , •1 C i 11 4 �—INDINDIICATES AUTOMATIC SPRINKLIN CONTROLLER STATION NumtR = _ _ - ��INDIUT[S (L[CTR I CGCON„ROIALYCCS112[ COMTROI VALE (DRi► IMOD( - - INDICATES Fl(RI IN G.P.M. FOR ELECTRIC CONTROL VALVE (FLVln 11000 wo sNoow FO [ - -INDICATES PRESSURE RCOUCINC VALVE SIZE —�—INDICATES ►AESSURC SETTING REQUIRED R RRECT LATERAL LINE INSTALLATION am REFER TO DETAIL N0.17, SHEET 24. 00_ s r _ — Goo Now = YMCA — ELECTRIC CONTROL VALVE NO. AS ELECTRIC CONTROL VALVE NO. A 7 woo DRIP EMITTER SCHEDULE PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D wo gooGOP SHRUB-5 GAL 67 2 134 SHRUB-5 GAL 64 2 128 1 GAL SHRUB 1 EMITTER OUTLET PER SHRUB SHRUB-1 GAL 184 1 184 SHRUB-1 GAL 158 1 i58 _v 3 SHRUBS PER SALCO PC6-2 EMITTER IRRIGATION PRESSURE MAIN LINE PIPING IS SHOWN IN ROADWAY FOR CLARITY ONLY. INSTALL MAIN LINE IN 1 ":209 FUTURE OUTLETS 251 FUTURE OUTLETS 222 00 l � - CAP 3 REMAINING PORTS FOR FUTURE PL�.NTING ARE. WHEREVER POSSIBLE. DO NOT 5 GAL SHRUB - 2 EMITTER OUTLETS PER SHRUB INSTALL MAIN LINE PIPING WITHIN ROADWAY. MAIN TOTAL OUTLETS 369 TOTAL OUTLETS 508 - 2 SHRUBS PER SALCO PC6-2 EMITTER UNE PIPING SLEEVED UNDER COBBLESTONE SHALL BE wo - CAP 2 REMAINING PORTS FOR FUTURE KEPT TO AN ABSOLUTE MINIMUM. (TYPICAL). TOTAL ESTIMATED EMITTER REQUIRED: 95 TOTAL ESTIMATED EMITTER REQUIRED: a5 _ _ Goo wo 15 GAL TREE - 4 EMITTER OUTLETS PER TREE TRACT 13270 i - 1 TREE RECEIVES 2 SALCO PC6-2 EMITTERS - CAP 4 REMAINING PORTS PER EACH _ _ EMITTER FOR FUTURE 24" BOX TREE- 6 EMITTER OUTLETS PER TREE A7 4016 G.P.H Co 8 A(o 4V Cm N 1 TREE RECEIVES 2 SALCO PC6-2 EMITTERS � - CAP 3 REMAINING PORTS FOR EACH 1138 G.P.N. AS 19.0 AVENUE EMITTER FOR FUTURE �N 33'2 SR-40-20 SAO u � 36" BOX TREE- 10 EMITTER OUTLETS PER TREE - 1 TREE RECEIVES 2 SALCO 3 SR-40-32��' _ �2"� /2� _ PC6-2 EMITTERS SR-40 � _ 11 � _ CAIS 1 REMAINING PORT FOR EACH _ 2' j'�-- IK _ EMITTER FOR FUTURE Z Il dpowdolp / y2 I„ � y° �'� V2 2 Yz I�, V w- 111'..111101 rea Y 1h Z _ EXISTING SLEEVES UNDER ROADWAY. 1 �" 1�1 ��41 3/4 ELECTRIC CONTROL VALVE A6 CONTRACTOR SHALL VERIFY LOCATION _ — Li q — PRIOR TO CONSTRUCTION. 2- w " - - O7 _ 2" _. W t \ PLANT QUANTITY OUTLETS/PLANT OUTLETS REO'D W \l _ X EMITTER SUPPLY PIPING IS SHOWN IN ROADWAY FOR �'Q 1� I�ZG�� t7j�,1� TREE 24" 10 6 60 �. CLARITY ONLY. INSTALL EMITTER SUPPLY PIPING IN as go-go rrv"I MINPLANTING AREA WHEREVER POSSIBLE. DO NOT 15 GAL 7 4 28 INSTALL EMITTER SUPPLY PIPING WITHIN ROADWAY. EMITTER SUPPLY PIPING SLEEVED UNDER FUTURE OUTLETS 116 COBBLESTONE OBB ES ONE SHALL BE KEPT TO AN ABSOLUTE TOTAL OUTLETS 204 c TOTAL ESTIMATED EMITTER REQUIRED: 34 NASA_ — C _ CITY DESCRIPTION OF REVISION BATE APPROYFO RC _ CITY OF RANCHO CUCAMONGA aro d d Pa 9 TERRA VISTA � AR'T. It 14 � � RC 1 ":20 IRRIGATION CONSULTANT r43'RAC1`=f3�afl:. �- ( 100 WEST FOURTH STREET -,�-. � MILLIKEN AVENUE MEDIANS "~ O;1 0, $_4_11Pf{T5•-',ti�� � �_ T Z` tANTA ANA CALiORfUA 51701 '� `'.Q 'Sl ACr:��'`•!a�" ;�' I (711) 836-21163 _ ciiq �� IRRIGATION PLAN _ THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY ;� � .. l >•� FOUR (4) IRRIGATION VALVES, E.G. A CALSENSE MODEL 2000-24 STA ;iS ' - �RTE �-:,� f{ = =•��° .� LEWISHOItl1Es NOTE: THIS IRRIGATION SYSTEM IS BASED REQUIRES 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR r ' !" IT' IA L UPON A MAXIMUM OF 3 WATER PEA WEEK H_OENSITY; ¢ �.� << ,- Q���� ANG SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR ` w r EN ��� :� CM` SC' APPROVED BY' .. DATE��'�-� APPLIED FOR 8 HOURS A NIGHT / 6 DAYS A y0U51NG F .� h�� - �,r M. Jq . �,� INSTALLATION AND PURCHASE INFORMATION CONTACT: { 175 UNITS 7 G - C= WEEK. 9:OOPM - 5:00 AM r 0� � Er ,-- e a �`� ( � `�y `� CITY ENGINEE RC.E NO. �4.�.9 ( ) WHEN VERTICAL OBSTRUCTIONS FIRE HYDRANTS, STREET LIGHTS,TREES, 8s ACRES C.. .� .:� •= ' �• s • 30.0 D.U./AC. 06 4 RICH HURRAY ETC. INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS _/ DESIGN . RECOMMENDED CALSENSE SO AS TO PREVENT PROPER COVERAGE THE IRRIGATION CONTRACTOR r UC rm i?P.s � ' III, LTD• RES(D ENT t1L ;l'� --LI - 2075 CORTE DEL NOGAL, SUITE J SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER �" -- - - - _ � MEDICAL OFFICE � �' � LandsrapeArchitecture/Prdnning NOTE: CONTRACTOR TO COORDINATE CONTROLLER CARLSBAD, CALIFORNIA 92009 CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE rircl' `F' � ai.o Ac. DATE �I DRAWN SHEET TA UR A T:> -'� ri 1750 East Deere Avenue PROGRAMMING WITH A CALSENSE REPRESENTATIVE ANDA (714) 458-0129 OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL =' �rr:�: c_rr ;-fir c, {� Arra, CA927�5 10 2rJ STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL C ST TO THE OWNER. FOOTHILL �r �,r 0,f,,&i7tJ (714)250-4822 Fax(714) 752-2469 OF _. /f Of (rhLINC CHECKED RCE NO DRAWING NO � s DATE FILE NO SHEET F�z . DRIP EMITTER SCHEDULE 1 GAL SHRUB - 1 EMITTER OUTLET PER SHRUB 3 SHRUBS PER SALCO PC6-2 EMITTER ELECTRIC CONTROL VALVE NO. A 4 - CAP 3 REMAINING PORTS FOR FUTURE 5 GAL SHRUB - 2 EMITTER OUTLETS PER SHRUB PLANT QUANTITY OUTLETS/PLANT OUTLETS REVD - 2 SHRUBS PER SALCO PC6-2 EMITTER IRRIGATION LEGEND TRACT 13 2 9 8 - CAP 2 REMAINING PORTS FOR FUTURE SHRUB-5 GAL 58 2 116 sYHIDL MANUr AC TUR(P NDO[l 00. DL SCR IPIIOM R07l1( MOIUS G.P.M. P.S.I. PArI(HR 15 GAL TREE - 4 EMITTER OUTLETS PER TREE CALSENSE 2000 SERIES AUTOMATIC SPRINKLER CONTROLLER MOUNTED NITNIR MYERS M(UI INS NIT" SHRUB-1 GAL PGG 1 2GG - 1 TREE RECEIVES 2 SALCO RAINNASTER 24►c ►CRMANCMI REMIT( COMIROL ►IG1All AND T[1O1N3N[ WLC COMMIT FOR ruruR( MOOLM. PC6-2 EMITTERS _ _ MIMIRD '(fA{I-►RS' SERIES (L(CTRIC CONTROL. VALVE VITO ►K NYC SrI1A1R[R AND CHAMPION 300 SERIES MANUAL. FUTURE OUTLETS 1st - CAP 4 REMAINING PORTS PER EACH AN'tt VALVE - SIZE NOTED - INSTALL. INSIDE CHRISTY CONCRETE ROBES WITH LOCKING PLASTIC �• EMITTER FOR FUTURE TOTAL OUTLETS 706 O RAINVI" 33-OLRC WICK COUPLING VALVE WITH LOCKING VIRYL COVER- 3/4' 24" BOX TREE- 6 EMITTER OUTLETS PER TREE ■ NILKINS S25-RP R(OUC[D PRCS"I TYPE IACKFLOW PR[YINTER- SIZE MOTOR TOTAL ESTIMATED EMITTER REQUIRED: 11$ - 1 TREE RECEIVES 2 SALCO = IH NALCO SAO I IES PRESSURE REDUCING VALVE AT 1 1/2' POINT OF CONNECTION PC6 2 EMITTERS gra N © sAuo sR-w u»us PRESET ►R[SSOIR[ REGULATOR • SEE PLAN FOR SIZE - CAP 3 REMAINING PORTS FOR EACH � IO NERCO 1-113 uRIEi GTE [ALV(WITH IRONIC 1ME(IMANOIC • LIN[ SIZE NQ OWN - EMITTER FOR FUTURE CALS(MSE 1000-S MOISTURE URSOR --SLI NOTE ON ONAVIKS FOR QUANTITY.AM LOCATION G Q I9 NARDIL 102-0.6. NORMALLY OPEN FASTER VALVE - SIIE NOTED 10 36" BOX TREE- 10 EMITTER OUTLETS PER TREE `o O SALCO PI-64 FLUSH OUT ASSEMBLY - ME RETAIL - 1 TREE RECEIVES 2 SALCO y • SALCO PCG-2 TREE IMITTER -PROVIDE TWO EMITTERS nR TmL PC6-2 EMITTERS �" � DATA IMOIISTNEAL 220P FLOW SENSOR - INSTALL 30' ROWNsmAM or R.r.►.R. ANN 30'MSTRIAM K FASTER MLYt. AVENUE - CAP 1 REMAINING PORT FOR EACH � Y PRESSURE RELIEF VALVE SET AT Its►.s.I. - 4' C � p RAnc nR 3L. EMITTER FOR FUTURE _ -� IURICD PRESSURE MAIN UNE PIPING -IVC CUSS 315 FOR SIZES Z' AND LARGER AND PTC SCHEDULE 40 roll S11(S 1 1/2' AND SMALLER - SIt( NOTED IKEN/�) MILL _ IRAI-►R[SSUNC [JAITTU/UT[RAL. IiMC PI►IMG -►K SONEONIC N- SIIC NOT[0 ,I 2 (1�r3 - ►1►[ SLEEVE FOR IRRIGATION PIPING IMSTAIt[D 11110(8 ROAEMAY/NAROSUIPE -PVC.SCHEDULE 40- SIZE NOTED = 41 3 II/4j1 A 7 = =___= IRRIGATION CONTROL NINE COMMIT INSTALLED VI ROADWAY - PVC SCHEDULE N- SII( x01[0 Q� SR-40-32 — i ----------- --- INDICATES FLOW IN G.P.N. TOO u[c+Rlc co»rNNeL YAL..c ION[►MIRt) T. I-INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION OIMA[R SR-40-32 'f " x --- �----INDICATES ELECTRICIN GCONTROL VALVE ECSillIRIC CONTROL VALVE (FLUSH 11000 _ _--. N 4 �_ - INDICATES PRCSSIMC REAMING VALVE SII[ _ = jL -- Z1' ` w 1 �---INDIUlC1 IRCSSUIIC SC TYING REWIRED--- --- --•-----_ -- ` _ o -� CALSENSE MODEL "FM" FLOW SENSOR SHALL BE INSTALLED INLINE, ONE (1) Gomm '12A If2N = a• PER WATER METER, AS PER NOTES, WITH TEN (10) DIAMETERS OF SENSOR-SIZED _ , 1Q PIPE UPSTREAM OF FLOW SENSOR AND FIVE (5) DIAMETERS OF SENSOR-SIZED am 4 PIPE DOWNSTREAM (PIPE SIZED AS PER FLOW SENSOR SIZE). FLOW SENSOR SHALL BE INSTALLED MINIMUM TEN (10) SENSOR-SIZED DIAMETERS UPSTREAM OR DOWNSTREAM FROM ANY VALVE, FITTINGS, METER, OR BACKFLOW DEVICE. so POINT OF CONNECTION CONNECT TO 1 '/2" WATER WIRES FROM FLOW SENSOR TO CONTROLLER SHALL CONSIST OF ONE (1) BLACK MEN FOR CORRECT LATERAL LINE INSTALLATION METER FOR IRRIGATION. THE CONTRACTOR SHALL AND ONE (1) RED STANDARD #14 IRRIGATION VALVE WIRES. FLOW SENSOR REFER TO DETAIL NO.17, SHEET 24. MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE SHALL BE HOUSED IN A VALVE BQX AS-PER IRRIGATION REMOTE CONTROL PRESSURE CALCULATIONS - INSTALLATION OF NEW WATER METER. CONTA_C'I THE VALVES SPECIFIED ON PLANS AND MARKED ' F.S." FLOW SENSORS AVAILABLE ^�, CUCAMONGA COUNTY WATER DISTRICT FOR COSTS FROM RICH MURRAY FROM CALSENSE LOCATED AT 2075 CORTE DEL NOGAL. ELECTRIC CONTROL VALVE NO. A 2 = WATER METER I SIZE /%• AND INSTALLATION PROCEDURES. SUITE J, CARLSBAD, CA 92009. HE MAY BE REACHED AT (619) 458-0129. _ PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D H.G.L. 1411 EXISTING WATER PRESSURE: 64.5 P.S.I. SYSTEM DESIGN PRESSURE: 50.2 P.SA. ------- ELEVATION 1262 PEAK IRRIGATION DEMAND: 44.0 G.P.M. SHRUB-5 GAL ri0 2 166 149 X.433 64.5 P.S.I. REMOTE CONTROL VALVE A4 SIZE 1%, -- SHRUB-1 GAL 88 1 86 = MAXIMUM DEMAND 40.3 G.P.M. -�- ELEVATION 1267 TRACT 13273 FUTURE OUTLETS 14$ _ _ PRESSURE Q R.C.V. X2.3 P.S.I. _ TOTAL OUTLETS 356 I W_ Ps 1 ":20' TOTAL ESTIMATED EMITTER REQUIRED: 71 _ TRACT 13298 • 1%• WATER 1 ONE (1) CALSENSE 2000-12 -12 STATEN AUTOMATIC SPRINKLER CONTROLLER �- _ 1 � 1%- R.P.BACKFLOW DEVICE B.5 A " MOUNTED WITHIN A MEYERS MEUG-I-M COMBINATION ELECTRIC METER 2— GATE VALVE Q 1 AND CONTROLLER VANDAL RESISTANT ENCLOSURE. 120 VOLT POWER SUPPLY 1%• MASTER VALVE 2 5 FOR HOOK-UP OF AUTOMATIC CONTROLLER SHALL BE THE RESPONSIBILITY WEST GREENWAY CORRIDOR - PRESS.REG.IFALL-OFFI OF THE CONTRACTOR. EXACT LOCATION TO BE DETERMINED IN THE FIELD j MAIN LINE LOSS 4.6 BY LANDSCAPE ARCHITECT AND CITY OF RANCHO CUCAMONGA AUTHORIZED I Q M 1%• REMOTE CONTROL VALVE 8.0 TRACT 14368 REPRESENTATIVE. y� - LATERAL LINE 5.0 ' 9 FITTING LOSS 110161 1.0 ��� 2" G � LOSS ELEVATION CHANGE ILOSSI jam_ TOTAL SYSTEM LOSSES 32.9 I I��RE720 GPIA AZ 2ms PRESSURE REQUIRED AT EMITTER: 15.0 EXISTING SLEEVES UNDER ROADWAY. ' ENI 21 TOTAL PRESSURE REQUITI 47.9 CONTRACTOR SHALL VERIFY LOCATION I PRIOR TO CONSTRUCTION. I III SR-40-20 STATIC PRESSURE AVAILABLE: 64.5 ENUE _ I AV SR-40-32 REQ PRESSURE AVAILABLE (PRE-SET): - i A I I I RESIDUAL WATER PRESSURE: 16.6 4" 'I ,� [' MINN 976 GPA A( 1(0.3 �2A I I SR-40-32 III 28.5 '241 _ Q , P CITY RESIDUAL WATER IRRIGATION PRESSURE MAIN LINE PIPING IS SHOWN IN I III 2„ .- ►RESSVRE REQUESTED: 15-20 P.S.I. EN am ROADWAY FOR CLARITY ONLY. INSTALL MAIN LINE IN �� ,_. NNIN MILLIK PLANTING AREA WHEREVER POSSIBLE. DO NOT �I2' 11INSTALL MAIN LINE PIPING WITHIN ROADWAY. MAIN ,. 11ti1 +„ ' 12• LINE PIPING SLEEVED UNDER COBBLESTONE SHALL BE a KEPT TO AN ABSOLUTE MINIMUM. (TYPICAL). GOP112 3`s ' - i'4 2 ,2 - OWN WHEN VERTIC:^,L OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS,TREES, I I ETC.) INTERFLRE WITH -rHE SPRAY PATTERN OF THE SPRINKLER HEADS 2" 3✓" I a 4•B A3 H MEN SIMON SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR 84 I" SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER O CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE ELECTRIC CONTROL VALVE A3 _ OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL 2� i ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST 7J THE OWNER. EMITTER SUPPLY PIPING IS SHOWN IN ROADWAY FOR ELECTRIC CONTROL VALVE NO. A 1 PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D CLARITY ONLY. INSTALL EMITTER SUPPLY PIPING INTREE 24" 6 6 3G _ - i PLANTING AREA WHEREVER POSSIBLE. DO NOT PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D too •� WATER PRESSURE INFORMATION OBTAINED FROM INSTALL EMITTER SUPPLY PIPING WITHIN ROADWAY.EMITTER SUPPLY PIPING SLEEVED UNDER 15 GAL G 4 24 S 2" too -; JOHN KNAPP AT THE CUCAMONGA COUNTY WATER - SHRUB5 GAL 38 2 76 COBBLESTONE SHALL BE KEPT TO AN ABSOLUTE FUTURE OUTLETS 84 �" DISTRICT (714) 987-2591 ON 05-17-90. MINIMUM. SHRUB-1 GAL 167 1 187 , TOTAL OUTLETS 144 v� Now FUTURE OUTLETS 225 ON \¢ TOTAL ESTIMATED EMITTER RE^UIR L7: 24 ZOWN G TOTAL OUTLETS 489 Jgoo som, so TOTAL ESTIMATED EMITTER REQUIRED: 62 EXISTING SLEEVES UNDER ROADWAY. - - CITY WON CONTRACTOR SHALL VERIFY LOCATION I DESCRIPTION OF REVISION DATE APPROVED RON PRlus, TO CONSTRUCTION. EAST GREENWAY CORRIDOR a : 1 CITY OF RANCHO CUCAMONGA �— NOTE: THIS IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3" WATER PER WEEK TERRA VISTA APPLIED FOR 8 HOURS A NIGHT / 6 DAYS A WEEK. ( 9:OOPM - 5:00 AM ) `I F �'' 1 `i d d PaganoMILLIKEN AVENUE MEDIANS YMCA PARK ;;>> 1� :� vi.�; G ? ms R CT _ �(f, 4' ; g ,uNt SS�}' C. IRRIGATION CONSULTANT sF3 y mowtEGE'fi'O, > S 106 W. FOURTH ST. IRRIGATION ,\ .7[A;AC S SANTA NA •CALIFORNIA••2101 PLAN ,�VIL .AE, A a ��x r A PL THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY U? -� �� A �, '" -ti-''' v 17141630-2363 - �?, � I;:r-. �rJE�ACT x'3273:,�•t�j < ,6 FOUR (4) IRRIGATION VALVES, E.G. A CALSENSE MODEL 2000-24 STA ~ trvN►T �} q$Ti,3$s ' '�- 3s;.�}��r :`:� ?` ' ? ' \' LEWIS HOMES REQUIRES 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR 7`3LA _ilNl�s-z �CRS3=; D SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR ,Y - ;u!/ERT .:�8-o�ytc LI I z X49 - .d;�Ac �,%l 1 ":20' C1P M SCa� APPROVED BY: - DATEI _�_ ' , . . 4.5> �vAc L • L =- �t,' N CITY ENGINEE RC.E NO. 24953 INSTALLATION AND PURCHASE INFORMATION CONTACT: - � 1LST .y �"S� 1 � f �' z DESIGN - • �Y� T RECOMMt;NDED RICH MURRAY t .CtNWAY�C,�.rrr` 0..m` If J_ LIC Fin IM3 � � _Y;. � �.MaCM ] LTD CALSENSE PAR2l �0 1 �1r , I ' 2075 CONTE DEL NOGAL SUITE J �. t�D�i:D��N[�R�`I� ���� �`�_ s t•—�i0 I � � � � L�►�,apeAr:;Ilitedure/Pfarnring L.1b f. /.:A ' YMCA/PAft�¢� DATE ~ r PT$:3 Lo f ,— rr DRAWN 1750 East Deere Avenue SHEET NOTE: CONTRACTOR TO COORDINATE CONTROLLER CARLSBAD, CALIFORNIA 92009 +,Tt3 '�i43s8'3 �SanbAna, CA927(>�5 25 r PROGRAMMING WITH A CALSENSE REPRESENTATIVE AND A (714) 458-0129 160'�NITS-tai; -�� ., - —or 1 � (714)250-4822 Fax(714) 752-240 M STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. -- o t `SJ9jE CRr CHECKED DRAW1yG NO 3/AI✓:91 ��o L- ... • OF CAI.1( RCE NO • DATE FILE NO SHEET...ZS, F_ _L 'DRIP EMITTER SCHEDULE IRRIGATION LEGEND 1 GAL SHRUB 1 EMITTER OUTLET PER SHRUB SYMNDL MANUFACTURER MODEL $0. Ot SCR it IDN NOZZLE RADIUS G.P.M. P.S.I. PATTERN - 3 SHRUBS PER SALCO PC6-2 EMITTER ® CALSERSE 2000 SERIES AUIOAYIC SPRINKLER CONTROIIEN MOUNTED WITHIN AYERS WUG-1-M rn WITH DMNPC AIAST(K PERMANENT RIMOIL COM700L PIGTAIL ANO TELEPHONE CARL COMI Foo CAP 3 REMAINING PORTS FOR FUTURE FWTUR[ ROOtM. RAINVIRD 'ErA-Ch►RS' SERIES ELECTRIC CONTVALVE WITH PVC WTE STRAINER ALU/ CRAMPION 700 SERIES I ROL WHWL ANGLE VALVE - SIZE NOTED - INSTALL INSIDE CHRISTY CONCRETE DOZES WITH LOCKING PLASTIC 5 GAL SHRUB - 2 EMITTER OUTLETS PER SHRUB RIDS. - 2 SHRUBS PER SALCO PC6-2 EMITTER o RAINDIRD 77-OLNc QUICK COUPLING VALVE WITH LOCKING VINTL COVER - 314- - CAP 2 REMAINING PORTS FOR FUTURE ■ WILKINS STS-RP REDUCED PRESSURE TYPE 9ACKr1OW►NtTENTER - SIZE onto Q WILK INS SDO SERIES ►RESSMNI REDUCING VALVE AT 1 1/2' "TNT Or CONNECTION 15 GAL TREE - 4 EMITTER OUTLETS PER TREE ® SALCc SR-40 SERIES PRESET PRESSURE REGULATOR - SEE PLAN FOR SIZE 1 TREE RECEIVES 2 SALCO N RIREO 7-117 SERIES GATE VALVE WITH DROWIC WNEELNANDLI - LINE SIZE PC6-2 EMITTERS CALS(NSE 1000-1 MOISTURE St)SOR -_SCE NOTE on ORAWINCs rot OUANTIMANO LOUTIDN CAP 4 REMAINING PORTS PER EACH 19 IEAROIt 102-11.0. JIMMY OPEN PASTER VALVE - SUE NOTED EMITTER FOR FUTURE O SALCO 11 N FLUSH OUT ASSEMBLY - uE RETAIL O SALCO - PC6-2 TME EMITTER - PROVIDE TWO EAITTERS ►LR TREE 24" BOX TREE- 6 EMITTER OUTLETS PER TREE O DATA INDUSTRIAL 220► FLOW uNSOR - INSTALL 70' DoNNSTREAM or o.r.►.1. AND 7o'MSTTEINU Or POSTED VALVE. 1 TREE RECEIVES 2 SALCO p DAILEY lu PRESSURE RELIEF VALVE SET AT IZS P.S.I. - 7N' PC6-2 EMITTERS OUR 110 PRESSURE MAIN LINE PIPING - PVC CUNO SS 715 FOR SIZES 2' ALARGER AND PVC SCHEDULE 40 FON NO SIZES I 1/2' ASPOLL(R CAP 3 REMAINING PORTS FOR EACH �/ - slit NOTED EMITTER FOR FUTURE BURIED NOR-PRESSURE EMITTER/LATERAL LINE PIPING- PVC SCHEDULE N- SIZE NOTED IIMW_4EV� PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED OWN ROAMAT/HAROSCAK-PVC SCHEDULE N- Slit NOTED 36" BOX TREE- 10 EMITTER OUTLETS PER TREE c.cc= IRRIGATION CONTROL WIRE CONDUIT INSTALLED U R ROADWAY - PVC SCHEDULE N- SIZE Nott - 1 TREE RECEIVES 2 SALCO INDICATES FLOW IN C.P.A. FOUR ELECTRIC CONTROL VALVE INIP MODE) PC6-2 EMITTERS INOI CATES AUTOMATIC SPRINKLER CONTROLLER STATION RNUDER I_��--1NDICATES ELECTRIC CONTROL VALVE SIZE CAP 1 REMAINING PORT FOR EACH _1NDIUTES FLOW IN J.A. FOR ELECTRIC CONTROL VALVE IFLWSN PMI EMITTER FOR FUTUREINDICATES PRESSURE REDUCING VALVE SIZE INDICATES PRESSURE SETTING REWIRED ELECTRIC CONTROL VALVE NO. B 10 PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D IRRIGATION PRESSURE MAIN LINE PIPING IS SHOWN IN SHRUB-5 GAL 33 2 ROADWAY FOR CLARITY ONLY. INSTALL MAIN LINE IN 66 I PLANTING AREA WHEREVER POSSIBLE. DO NOT SHRUB-1 GAL 173 1 173 INSTALL MAIN LINE PIPING WITHIN ROADWAY. MAIN FOR CORRECT LATERAL LINE INSTALLATION LINE PIPING SLEEVED UNDER COBBLESTONE SHALL BE REFER TO DETAIL NO.17, SHEET 24. KEPT TO AN ABSOLUTE MINIMUM. (TYPICAL). TRACT 12671 FUTURE OUTLETS 173 —1 -� TOTAL OUTLETS 412 TOTAL ESTIMATED EMITTER REQUIRED: G9 Own now � W JOIN = CC= >- MILLI AVENUE 23 G.P /1513\20-V x- 3G.{o 3.2 (312 312 GPFt G•P. 811 16.f 628 G.P.H. BID 13. SR-40-32 ' 28.E I" Z4 E_ W _ � 9.1 Ob A 3/4 2 1 SR-4C-20—� SR-40-32 2. Z� �SR-4�0-32 2� �. �- 1 4 r .. — ---' --- - -- — -- - --�-� 1 yz y W — > _ _ _ '2- W = II yN I �..�. ," Q.. lye Z' ,2 114 / .. 1.. v� Z UJ 474 1 2 I i'ELECTRIC CONTROL VALVE B 12 J EMITTER SUPPLY PIPING IS SHOWN IN ROADWAY FOR CLARITY ONLY. INSTALL EMITTER SUPPLY PIPING IN PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D 0 M PLANTING AREA WHEREVER POSSIBLE. DO NOT INNN O INSTALL EMITTER SUPPLY PIPING WITHIN ROADWAY. TREE 24" 7 6 42 EMITTER SUPPLY PIPING SLEEVED UNDER Q g COBBLESTONE SHALL BE KEPT TO AN ABSOLUTE 15 GAL 6 4 24 MINIMUM. FUTURE OUTLETS 90 TOTAL OUTLETS 156 TOTAL ESTIMATED EMITTER REQUIRED: 26 / ELECTRIC CONTROL VALVE NO. 1313 �A�:„t?T �� ..'t , �i;• ;� �” '� h, •- �- ''4 � PANKWAY 1 TEIi/ZA Pagano PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D " rr,„ ; d 'I'1� • ' �.- �y �;-.- ;�:- -�-- .�.� . y• �4 TRACT 14421 IRRtGATtON CONSULTANT �T A 1-1- .�a IOD w. FOURTH T. Vl5 __ ,�� 1 SHRUB-5 GAL 64 2 128 ,�i���•QiEY f11 �l _I.. 1 r NOTE: THIS IRRIGATION SYSTEM IS BASED SANTA ANA •CALIFORNIA •02701 F r u O: 171a1 DS?D-2�u > > x UPON A MAXIMUM OF 3' WATER PER WEEK SHRUB-1 GAL 218 1 ZIa TEY►OMARY lY,/' 00 1[ -. ;,, VILLAGE DAYS A I �NOO1 `` CR$ TOWNHOUSE/DUPLEX APPLIED FOR 8 HOURS A NIGHT / 6 D t ' ; ,�i:r� dl TRACT 14421 WEEK. ( 9:OOPM - 5:00 AM j FUTURE OUTLETS 282 ��, 3` �_ , , .. t_ �r =?, .. axa urltTs DESCRIPTION OF REVISION DATE t?'_1�--ter.,'.` ��' � ;.\ 'j tfj�:�., � ' , _ CITY 4kj;; rh. '1� 31.46 ►+GREs AP►ROrr[0 TOTAL OUTLETS G28 ' _ 13.5 D.U./AC. xr'12671', x, S \ a TOTAL ESTIMATED EMITTER REQUIRED: CITY OF RANCHO CUCAMONGA 10.: - -- �' � =A� � .. � •.ajrj,`;r ` �'`- ��� ,1" �� NOTE: CONTRACTOR TO COORDINATE CONTROLLER PROGRAMMING WITH A CALSENSE REPRESENTATIVE AND A TERRA VISTA ELECTRIC CONTROL VALVE NO. B 11 .�� , �-� ,wtL�;�G TS I FI . Fa D`_ �(k, . STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. MILLIKEN AVENUE MEDIANS X ;: �tj W. RIS$„ "' alt�� T �L� D{� I - -: _ �'� �uN► S THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY tqa � c f ' ,M��a F'Gk �` i•O�A� 5`n FOUR 4 IRRIGATION VALVES PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D m XR �1 • 4 . yr r �, _. O , E.G. A CALSENSE MODEL 2000-24 STA REQUIRES 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR IRRIGATION PLAN SHRUB-5 GAL 63 2 124, SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR INSTALLATION AND PURCHASE INFORMATION CONTACT: SHRUB-1 GAL f47 1 147 WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS,STREET LIGHTS,TREES, LEWIS HOMES ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS RICH MURRAY `P`�F�hMA I,gN�5e. APPROVED BY: - - _ FUTURE OUTLETS 210 SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR CALSENSE \ Sq CITY ENGINESor RC.E N0. �, a �, � � 24953 SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER 2075 CORTE DEL NOGAL, SUITE J � �� p TOTAL OUTLETS 483 CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE CARLSBAD, CALIFORNIA 92009 r�? �z DESIGNi RECOMMENDED`+ OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL (714) 458-0129 i LIC NO 1?P,3 � (.�/����, LTD. TOTAL ESTIMATED EMITTER REQUIRED: 21 ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. r la —�I � ( �j ecftn1 jg L.J ft 1 ": 209 {� DA I r DRAWN I _> TI50 East 0�eere Al�tn�e SHE E T • � %� 2o-a ��na) �sz 2as 12 _� 2 5 If OF CAt�� CHECKED DRAW14G NO RCE NO DATE FILE NOAM A.^ S H E ET2-6-.0 E o?=9— IRRIGATION LEGEND TRACT 13351 -_ / = fI1NDL MFMVI ACIUA(A 1100[1 M0. DESCRIPTION I1011l[ RAD IUS L.I.N. P.S.I. ►ATTPIN J CALSENSE 2000 SERi[S AVTONTIC SSRINRItR CONTROLLER AOIRfTCO WITHIN IITERS M[UC-1-01 !K WITH _ MIMMSTtR 24K ICNIMN(NT R(MDT[ CONTROL, PIGTAIL ARO T[IIINONI WU CONDUIT FOR - _ — - - /FUTURERIES — _ 0 MI"IRO '[FA-C►-►RS' SIR TIES ELECTRIC CONTROL VALVE WITH PVC YT[ STRAINER AND CHAMPION SOOSERIES — — — ANGU VALYL - SITE NOI CO - INSTALL INSIDE CHRISTI CONCRETE "1[S YITN LOCKING PLASTIC— 0 Mt"TRO ] LI01. ]-DLR[ OIIIER COUPLING VALVE WITH 1.0C1IIK VIRTLOEOV(R- a/{' ujYIIRIRS fIS-R► ' ' R[OVC[O PRESSURE Tri'f ONCNFlOY►R[V(NlIR - SII[ OOTLO _ Q9 YI►RIMS SOD SERIES"t SSUR( REDUCING VALVE AT 1 1/2' POINT V CORRECTION 3 _ — Q SALCO SR-40 SERIES M[S[T PRESSURE R[GULAITwI - SLC IUM FOR SIZE _ 97 OIKO 7-113 SERIES GAT[ MlV[ WITH 80 1[YM[IIMRDIt - lIM( SII[ _ = CALS[NSL 1000-5 MOISTURE SENSOR n LOCATION -- - - NEW "TC ON ORANI S FOR OY411l ICF-A NOMMA PEN MAST AVENUE EXISTING SLEEVES UNDER ROADWAY. = 0 14011111IE107-M.0. FLUSH HLOU BASS ASSEMBLY - SAM - Sit[ "T[0 MILLIKEN Qwt THIN «a K;�2 T.«NIrI,[��S[�LR�„�TWO ;nER1PER TRtt CONTRACTOR SHALL VERIFY LOCATION — PRIOR TO CONSTRUCTION. 8 G. BS 17.8 m Q MTA (NOVSTRIAL 220► FtON KRSOR - INSTALL 30' RONNSTR[AM K O.F.I.O. ARO>• Y►fTR[M K RMfT(R VM _ O = — --- MIIIV IU ►R[SSINIt RELIEF VALVE SET AT 12f F.S.I. - 314' — w�R ��jj — SR-40-52 � OURIW iRCS1VRC MSW ItNC ►t►IMG - PIC CUSS ]IS FOR SiT[S 2' AND URGER AND PVC SCNCDVII 10 FOR SITES 1 1/2 ARO SMALLEN I y � _ - Sit( *DIED _ M {�R 2" 2" � � � � � � � +--- � — ' v OVRIEO WOR-PRESSURE [MITTU/UTCMI LINE/I►IRG- PVC SCHEME( N- SII[ "TCD ir • dumb WHEN __ - ►1►[ Sl[[rE FON IRNILATIOM ►1►IIID INSTALlIO VRD[R ROAtMAt/NMOSUV[ - PIC SCR(tRri[w- II( ROTCD n,. 'L -- -- --- - - - --- - _---- 1RRIGTION CONTROL WIRE CONDUIT INSTALLED YNOEN RMrnuT ►rC SCR[OULC RO- S12t "T[0 INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL. VALVE (ORI►MODEI ("�• (yQ 1� iJ I/4 + T (L' y� �� Q NOW� IMOI UT(S AUTOMATIC S►AINKL[R CONTROLLER STATION Nt1MER L , { L L O _ � INDIUI[S (IICTR IC CONTROL VALVE Sllt �r { /� 2 y ✓ 8.,O = �INDICAI ITS FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVE (FLVSN HOVE) ELECTRIC CONTROL VALVE NO.B5 iia 4 I — �IWOICATES►R[SSURE R[OUCING VANE SII[ — �'' — INDICATES►RESSUAC SETTING REQUIRED d _ .. - = = PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D _ ♦ 1WINN V SHRUB-5 GAL '.y°� 2 76 Q _ CC— FOR CORRECT LATERAL LINE INSTALLATION SHRUB-1 GAL 208 I _ 208 = REFER TO DETAIL N0.17, SHEET 24. 247 PARKWAY 1 FUTURE OUTLETS = P" ""Y_- r£RRA �,� ELECTRIC CONTROL VALVE NO. B9 �,-- t = 533 W � -�� I.r.:�'��1�> I _ TOTAL OUTLETS _ •-%� 4 { . . i Q5 PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D = 0MAwWy , - �: VILLAGE TOTAL ESTIMATED EMITTER REQUIRED: 09�OL TOM MOUSE/C SHRUB-5 GAL 113 2 226 r 3 P.U.4' CY TRACT 14421 ;` - _fit(r 424 UNITS SHRUBA GAL 87 1 87 DRIP EMITTER SCHEDULE _ - --- - - - - - - - _ I= �� L= _ �,4Y'Rj- S�s. E:� . ,� f _ 51.46 ACRES OWN, 13.5 D.U./AC FUTURE OUTLETS 200 1 GAL SHRUB 1 EMITTER OUTLET PER SHRUB '`✓ `' - i TOTAL OUTLETS 513 3 SHRUBS PER SALCO PC6-2 EMITTER Ru CAP 3 REMAINING PORTS FOR FUTURE TRACT 14421 7 ; 4 / 'fir TOTAL ESTIMATED EMITTER REQUIRED: 8G 5 GAL SHRUB - 2 EMITTEROUTLETS1s0' s �1 I PER SHRUB OXFORD, - 2 SHRUBS PER SALCO PC6 2 EMITTER � ,�� `~ _ ; � i r = CAP 2 REMAINING PORTS FOR FUTURE t` tg 3 "''` 1 �� �� ELECTRIC CONTROL VALVE NO. 138 •�� i I �M CI'FST},Cf'fi'O',�� 15 GAL TREE - 4 EMITTER OUTLETS PER TREE 1 1 TREE RECEIVES 2 SALCO PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D PC6-2 EMITTERS „ : 2 0, ELECTRIC CONTROL VALVE B6 SHRUB-5 GAL 57 2 108 CAP 4 REMAINING PORTS PER EACH EMITTER FOR FUTURE PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D SHRUB-1 GAL (oro 1 146 24” BOX TREE- 6 EMITTER OUTLETS PER TREE TREE 24" 17 6 102 FUTURE OUTLETS 203 I - 1 TREE RECEIVES 2 SALCO PC6-2 EMITTERS IRRIGATION PRESSURE MAIN LINE PIPING IS SHOWN IN 15 GAL 5 4 20 TOTAL OUTLETS 463 - CAP 3 REMAINING PORTS FOR EACH ROADWAY FOR CLARITY ONLY. INSTALL MAIN LINE IN EMITTER FOR FUTURE PLANTING AREA WHEREVER POSSIBLE. DO NOT FUTURE OUTLETS 142 TOTAL ESTIMATED EMITTER REQUIRED: 78 INSTALL MAIN LINE PIPING WITHIN ROADWAY. MAIN 36" BOX TREE- 10 EMITTER OUTLETS PER TREE TRACT LINE PIPING SLEEVED UNDER COBBLESTONE SHALL BE TOTAL OUTLETS 264 1 TREE RECEIVES 2 SALCO KEPT TO AN ABSOLUTE MINIMUM. (TYPICAL). _ PC6-2 EMITTERS - ELECTRIC CONTROL VALVE NO. B7 _ CAP 1 REMAINING PORT FOR EACH TOTAL ESTIMATED EMITTER REQUIRED: 44 = EMITTER FOR FUTURE ------ - - - --` --- _ PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D SHRUB-5 GAL 53 2 106 Ip SHRUB-1 GAL 122 1 122 — _ N FUTURE OUTLETS 175 ' 8 _ 403TOTAL OUTLETS 87 � MILLIKEN VENUE 816P 3 zH W 7.2 Bq 1032 G.P.H jG BS °)NG Ou 23'8 �' IO.4 NOW TOTAL ESTIMATED EMITTER REQUIRED: 66 W 30.1 Irl ti� 7.3 co 21IWIND � SR-40-32 2" M 2, .1 �1 SR-40-32 jSR 40-32 SR 40-20� 2� 2„ WINN NEW .d. WORD Aft 1 I � � 4cn 3/4 y2 W V �--� --- . y , - - a ly4 ui ` __ —y1 = yy �, +I 1 ----- ly4 Iy2 -- 1Y4 VG I ( , b/ ', 1 1 D/ 1 ' t I/" 'i'L IY ly4; {' 3 y2' �Z' Z J = 4 h Ih 3/ Q, I.. I (/4 I /3/Q r'= = WINN EMITTER SUPPLY PIPING IS SHOWN JN ROAQWAY FOR _ CLARITY ONLY. INSTALL EMITTER SUPPLY PIPING IN = Q PLANTING AREA WHEREVER POSSIBLE. DO NOT INSTALL EMITTER SUPPLY PIPING WITHIN ROADWAY. EMITTER SUPPLY PIPING SLEEVED UNDER COBBLESTONE SHALL BE KEPT TO AN ABSOLUTE _ _ _ MINIMUM. — DESCRIPTION OF REVISION DATE c1Tr _ APPROYM NEW CITY OF RANCHO CUCAMONGA TERRA VISTA TRACT 14421 d d Pagano - MILLIKEN AVENUE MEDIANS IRRIGATION CONSULTANT 106 W. FOURTH ST. •ANTA ANA •CALIF01[N1A•11701 WIRE THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY tTTs►#35-23113 'IRRIGATION PLAN FOUR (4) IRRIGATION VALVES, E.G. A CALSENSE MODEL 2000-24 STA NOTE: CONTRACTOR TO COORDINATE CONTROLLER `�F�KNIA (,qNo LEWIS HOMES REQUIRES 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR PROGRAMMING WITH A CALSENSE REPRESENTATIVE AND A LP S� APPROVED BY: - DATE. -� SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. , C� M S'q�/ �,rF 24953 INSTALLATION AND PURCHASE INFORMATION CONTACT: �� 0� ��; CITY ENGINEER RC.E NO.�.�. s _ WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS,TREES, DESIGN - f •�t� civ RECOMMLNDE D cr •Co LTD. ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS RICH MURRAY UC NO 1??3 , SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR CALSENSE NOTE: THIS IRRIGATION SYSTEM IS BASED s ^' �J-M;> 1� �- � \�/ ��lllihlh'ChI/E/P�tilTl/19 SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER 2075 CORTE DEL NOGAL, SUITE J UPON A MAXIMUM OF 3" WATER PER WEEK DATE I n DRAWN ` IM East Dem Awrw SHE T CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE CARLSBAD, CALIFORNIA 92009 APPLIED FOR 8 HOURS A NIGHT / 6 DAYS A A C OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL (714).458-0129 WEEK. ( 9:OOPM - 5:00 AM ) 1 : 2 r 0,,, (aabAm, A Fax(79) 752-2 13 Of 25 ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. V 0�� CHECKED OaAwitiG NO f OF Cq��( RCE NO DATE FILE NO dz SHEET.ZZ.OF_2- 9 [ES, HEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TRE NOTE: THIS IRRIGATION SYSTEM IS BASED ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER UPON A MAXIMUM OF 3' WATER PER WEEK EADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION APPLIED FOR 8 HOURS A NIGHT 16 DAYS A ONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY WEEK. ( 9:OOPM - 5:00 AMSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ONACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER IRRI ATION LEGGEND OVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST NOTE: CONTRACTOR TO COORDINATF. CONTROLLER SYWDL VA NUT ACTUK N VODIL NO. DCSCRIrtiom 110Z1LE RADIUS G.►.n. ?.$.I. PATTERN O THE OWNER. PROGRAMMING WITH A CALSENSE REPRESENTATIVE ANDA OFFICE PARK Q Q CALSENSE I000 SC11105 [I 24ITICMANE SPRINKLER CTE CONTROL NPIGT I WITHIN T R1'UlS N[UG-1-R 24S VITA STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. FRA I WAUTURE MOUTH.I4►C PERMANENT RtMDr[ corrRot ncrAu AND iC1(PINN4( CABLE coNOH„i f01H ruruRE FaDEn. - -- -- - - - - -- - -- ANI] - • MIAIRO 'LfA-CP-PRS' SERIES ELECTRIC CONTROL VALVE WITH PVC TRE STRAINER AND CHAMPION 700 SERIES FANOAL ANGLE VALVE - SIZE NOTED - INSTAR INSIDE CHRISTI CONCRETE BONES WITH LOCKING PLASTIC LIDS. _ 0 NAINOIND 33-OLRC QUICK COUPLING VALVE NITN LOCKING VINYL COVER- 3/4' WILKINS STS-R► R[DUCEO PRESSURE TYPE BACKFLOW PREYENTCR -SUI NOTED _ Q WILKINS SOO SERIES PRESSURE REDUCING VALVE AT 1 1/2' POINT OF COWCTION WSALCO SR-40 SERIES PRESET PRESSURE REGULATOR - SE[PLM f011 SIZE A/U04 i z RIVED T-113 SERIES CATE VALVE WITH BRONZE NNEELNANKE - LINE Slit _ Oli CALSENSE 1000-1 nOlSTtptC SENSOR -_SEI NOTE ON ORANIMGS fOR OWNTIiY.ANO LOCATION _ _ \ ; 11114011 102-0.0. POMALLY OPEN FASTER VALVE - SUE NOTED _ O SALCO IA-64 FLUSH OUT ASSEMBLY - u[OITAtL - \ • W 19SALCOPCh2 iR[( EMITTER -►ROVIIIC TWO U1IRERS PER TIME AVENUE _ MILL E DATA INOVSTRIAI I2D, fL•N SENSOR - INSTALL 70' •DNNSTR[An a O.►.P.O. AND 70' Y►STKEAR OF RASTER YAIT[. - -BAILEY Its PRESSURE RELIEF VALVE SET AT 12S P.S.I. - 7N' ' _ A� �3?)6 i -•- BURIED PRESSURE VAIN UNE PIPING - PVC CUSS 31S FOR SUES 2' AMC LARGER AND PVC SCHEDULE 40 FOR SIZES 1 112' AND SMALLER SIZE NOTED O -GOOD NON-PRESSURE EMITTER/LATERAL LINE PIPING- PVC SCHEDULE 40- SIZE NOTED 1SlSr_30_13- PIPE SLEEVE FOR IRRIGATION,PIPING INSTALLED UNDER ROADNAY/NANDSGAPI -PVC,SCHEDULE N- SIZE VOTED PRESSURE CALCULATIONS i/4y DRIP EMITTER SCHEDULE 11UIEWTtON CONTROL YIRt CONDUIT INSTALLED HproCR ROADWAY - PVC SCN[OVL[40- SIZE DOTED ,• 7-77 .L 1 INDICATES ROU IN G.P.A. FOR ELECTRIC CONTROL VALVE IORIP ROOT) • -_ _....- - __ _ - _ - - --_ - ��►�-INDICATES AUIMATIC SPRINNLCR CONTROLLQ STATION NIVMLR _ WATER ME SIZE 1%' • v1" - -INDIUTCS (IICTR IG CONTROL VALVE SII[ 1 GAL SHRUB - 1 EMITTER OUTLET PER SHRUB INDiCATES FLOW IN G.P.N. FOR ELECTRIC IN L TA VE (fLUSK FHtlOE) H.G.L. 1648 Y,�_- L,. �� (I1` I, N1 �_`t+y' ,rte - 3 SHRUBS PER SALCO PC6-2 EMITTERINDICATES PRESSURE REDUCING VALVE SIZE ELEVATION 13106 CAP 3 REMAINING PORTS FOR FUTURE + " - INDICATES PRESSURE SETTING REQUIRED � - - �I J 4Jz • uj 33e x.433 . 146.3 P.S.I. z � r� 1 l" 4 1 f" ! 5 GAL SHRUB - 2 EMITTER OUTLETS PER SHRUB �. . N '0/ . REMOTE CONTROLVAIVE .., s12E ,. _ MEMOsmRs, ELECTRIC CONTROL VALVE B3 • � - 2 SHRUBS PER SALCO PC6-2 EMITTER MAXIMUM DEMAND 28.4 G.P.M. CAP 2 REMAINING PORTS FOR FUTURE ELEVATION PRESSURE O R.C.V. 142.0 P.S.I. _ PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D ' 15 GAL TREE 4 EMITTER OUTLETS PER TREE 1 TREE RECEIVES 2 SALCO ELECTRIC CONTROL VALVE NO. B 2 ku ITEM Ell TREE 24" 7 6 42 ; PC6-2 EMITTERS ,x- WATER METER ,.o - - CAP 4 REMAINING PORTS PER EACH 1%• R.P.BACKFLOW DEVICE 8.5 .: FOR CORRECT LATERAL LINE INSTALLATION 15 GAL 5 6 30 • EMITTER FOR FUTURE PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D 2- GATE VALVE 0_ REFER TO DETAIL NO.17, SHEET 24. ' _ FUTURE OUTLETS 72 24" BOX TREE- 6 EMITTER OUTLETS PER TREE SHRUB-5 GAL 55 2 i 156 1%- MASTER VALVE 2.4 - 1 TREE RECEIVES 2 SALCO 149 lye_ PRESS.REG.IFALL•OFFI S.0 TOTAL OUTLETS 144 PC6-2 EMITTERS SHRUB-1 GAL t49 1 - CAP 3 REMAINING PORTS FOR EACH FUTURE OUTLETS 249 2- MAIN LINE LOSS 1.6 • TOTAL ESTIMATED EMITTER REQUIRED: 24 EMITTER FOR FUTURE 1- 0 ))EMOTE CONTROL VALVE 9.0 594 -- LATERAL LINE s.o - - - - - --- - - ---- BOX TREE- 10 EMITTER OUTLETS PER TREE TOTALOUTLETS 36" IT FITTING Loss I,ox1 �.� - 1 TREE RECEIVES 2 SALCO `59 PC6-2 EMITTERS TOTAL ESTIMATED EMITTER REQUIRED: LOSS ELEVATION CHANGE(LOSS) 4.3 _ - CAP 1 REMAINING PORT FOR EACH TOTAL SYSTEM LOSSES 37.6 EMITTER FOR FUTURE ELECTRIC CONTROL VALVE NO. 134 PRESSURE REQUIRED AT EMITTER: 20.0 - TOTAL PRESSUREREOUtREO: 67.6 ELECTRIC CONTROL VALVE NO. B1. PM 12602 - -- -_-- - -- - - - - - F STATIC PRESSURE AVAILABLE: 146.3 QUANTITY OUTLETS/PLANT OUTLETS REQ'D REE.PRESSURE AVARABLE IPRE-SETT: 75.0GAL 90 2 180 V7 JSHR QUANTITY OUTLETS/PLANT OUTLETS REO'DRESHDuaL WATER PREssuRE: 17.a IRRIGATION PRESSURE MAIN LINE PIPING IS SHOWN IN CRY RESIDUAL WATER GAL 56p 2 112 ROADWAY FOR CLARITY ONLY. INSTALL MAIN LINE IN GAL 185 1 185 PRESSURE REQUESTED: 15.20 P.S.I. PLANTING AREA WHEREVER POSSIBLE. DO NOTGAL 159 1 159 " � ( INSTALL MAIN LINE PIPING WITHIN ROADWAY. MAINFUTURE OUTLETS 2891 '20 LINE PIPING SLEEVED UNDER COBBLESTONE SHALL BE TOTAL OUTLETS G54 FUTURE OUTLETS 2J5 KEPT TO AN ABSOLUTE MINIMUM. (TYPICAL).TOTAL OUTLETS 48� TIMATED EMITTER REQUIRED: 10°2) TRACT 14150 _ \ TIMATED EMITTER REQUIRED: Sl _ NUNN _ _ _ - - V/ - W FDN NSE MODEL 'FM' FLOW SENSOR SHALL BE INSTALLED INLINE, ONE (1) PER METER, AS PER NOTES, WITH TEN (10) DIAMETERS OF SENSOR-SIZED PSTREAM OF FLOW SENSOR AND FIVE (5) DIAMETERS OF SENSOR-SIZED 4.8 133 2080 N 16.2 S( 9716PN= OWNSTREAM (PIPE SIZED AS PER FLOW SENSOR SIZE). FLOW SENSOR 2(. 8 1308GPH 84 �N 28.4 !" BE INSTALLED MINIMUM TEN (10) SENSOR-SIZED DIAMETERS UPSTREAM 38.2 I%�4N } I M WNSTREAM FROM ANY VALVE, FITTINGS, METER, OR BACKFLOW DEVICE. TR Q FROM FLOW SENSOR TO CONTROLLER SHALL CONSIST OF ONE (1) BLACK X9.8 BZ �4886PNslow NE (1) RED STANDARD #14 IRRIGATION VALVE )AIRES. FLOW SENSOR MILLIKEN AVENUE 3� 7 IN w _ BE HOUSED IN A VALVE BOX AS PER IRRIGATION REMOTE CONTROL NOUN W S SPECIFIED ON PLANS AND MARKED ` F.S.' FLOW SENSORS AVAILABLE O M FEILR JECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY W RICH HURRAY FROM CALSENSE LOCATED AT 2075 CORTE DEL NOGAL. SR 40-32 SR-40-20 SR-40-32 SR-gyp- IRRIGATION VALVES, E.G. A CALSENSE MODEL 2000-24 STA J, CARLSBAD, CA 92009. HE MAY BE REACHED AT (/14) 458 0129. 2; ? tz ��NN. p 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR __ .� _ _ _ 3 1 I TION AND PURCHASE INFORMATION CONTACT: MANUFACTURER. FOR E THE RESPONSIBILITY HE MANUFA I i„ �- ._._�__ 94 i �I, - - i' iYi >Y� TAC N W - a Q" 2 - y2N yi 2 yz �0 " �'• RICH HURRAY W N N _ 14C N 14 Z� 3 CALSENSE -- _ - - - - - 1c Jr A,, t y ,+� f' ' I„ 1�, I/�� Ikq" 14 N ',r�� wj 1„ � N y1' IN �''�„ � � 2075 CORTE DEL NOGAL, SUITE J W - CARLSBAD CALIFORNIA 92009 _ I i� Z• , 7 _ J Z V/ 4M » 3/4 1� (714) 458-0129 = 'IRI' �i� A" I I I I �' �� AJ � 1 OWN,_ EXISTING SLEEVES UNDER9O ' CONTRACTOR SHALL VERIFY LOCATION � I ' � Q PRIOR TO CONSTRUCTION. \ I I EMITTER SUPPLY PIPING IS SHOWN IN ROADWAY FOR - I CLARITY ONLY. INSTALL EMITTER SUPPLY PIPING IN a NEEDN __ ( ( PLANTING AREA WHEREVER POSSIBLE. DO NOT = cc _gp \ �� I INSTALL EMITTER SUPPLY PIPING WITHIN ROADWAY. DESCRIPTION OF REVISION OATS CiTY W APPROVED EMITTER SUPPLY PIPING SLEEVED UNDER = COBBLESTONE SHALL BE KEPT TO AN ABSOLUTE MINIMUM. CITY OF RANCHO CUCAMONGA SEEN TERRA VISTA UPON d d Pagano - EXISTING SLEEVES UNDER ROADWAY. _ MiLLIKEN AVENUE MEDIANS GOES CONTRACTOR SHALL VERIFY LOCATION ` ' IRRIGATION CONSULTAM d4� M r W. FOURTH ST. PRIOR TO CONSTRUCTION. ROAD r^ SANTA :NACALIFORNIA• • •:TOT / (Ili" _. r.f ... . BASE- 1� _�4 17141 036-2353 ___ IRRIGATION PLAN 1 BAR �I, U .� E -- f _ iLNIA ( LEWISHOMES _ - P M 12 6 0 2 K - � xis T POINT OF CONNECTION - CONNECT TO 1 '/:" WATER ! •- � �,P5c AAPPROVED 8Y: METER FOR IRRIGATION. THE CONTRACTOR SHALL xf CITY ENGINEE RC.E N0.�4953 MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF NEW WATER METER. CONTACT THE '' '`? e.��,.- y c ' P fZs � • .`�� �� <` �P _ O DESIGN • j RECOMM NDE D ONE (1) CALSENSE 2000- 12-12 STATON AUTOMATIC SPRINKLER CONTROLLER CUCAMONGA COUNTY WATER DISTRICT FOR COSTS .+ i = ;46 z� y1���` a s j C'RC LTD AND INSTALLATION PROCEDURES. ' ) '� i�_ L +�''' �, i LIC NO I?P3 m , / B MOUNTED WITHIN A MEYERS MEUG-I-M COMBINATION ELECTRIC METER �� . ' �O J{ c� I \ /�I/CIII 'G�I�L'IP ► -1-� EXISTING WATER PRESSURE: 146.3 P.S.I. ' ' r`1I1x~`� ; -- I I ►� AND CONTROLLER VANDAL RESISTANT ENCLOSURE. 120 VOLT POWER SUPPLY Vis`' - "'7•.T DRAWN /� FOR HOOK-UP OF AUTOMATIC CONTROLLER SHALL BE THE RESPONSIBILITY REGULATED PRESSURE: 80.0 P.S.I. - - " - _ _ DAVE D J r East SHEET 2� SYSTEM DESIGN PRESSURE: 61.2 P.S.I. WATER PRESSURE INFORMATION OBTAINED FROM i ��o92M OF THE CONTRACTOR. EXACT LOCATION TO BE DETERMINED IN THE FIELD _-. TIlk iF�aB 1 �;2 Or -Of PEAK IRRIGATION DEMAND: 22.0 G.P.M. JOHN KNAPP AT THE CUCAMONGA COUNTY WATER �i = O Y //'" (714)250-4822 FaX(714)752-2 c BY LANDSCAPE ARCHITECT AND CITY OF RANCHO CUCAMONGA AUTHORIZED Ti+.ewARr ` TRA �1z 5 9If �(OR�, CHECKED DRAWI`IG NO REPRESENTATIVE. DISTRICT (714) 987-2591 ON 05-17-90. sGH.00l - ;8;n 126..` Ir .I:. �f (rA� R.0 E NO DATE FILE NO /,Z 65 �. SHFETj_d„_.OF_2 9_ I (a1IPRRt to K I111TA"(9 At A NlrtNl/1 M 14• no Mn swTVRtS IR IIRR "Ing. _ t. ALL Lwn GAOU111 ASItP11110 V^I. REC(IVI (t) COATI M Rte NINt1 as (1) COAL ROUND CONCRETE VALVE BOX 9 COVER (iT(R102 (AAAEL - COLOR AS SAL(CT(e IT THE CITY 111"D COOOC. VALVE 101 B covER MARKED "PRESSURE REGULATOR" I. WHEN LIME IS Rt IT TO A STRutRR( (lo. All, IMILe11Klot. , (TC.) M"T TtST COC13 BR _ 'CHOIS *IRRIGATION GATE* "CHRISTY" Fl8 BOX B FL8D LID r. LOCATEWEN TO LT _ iIi MATERIAL 90S COIPACTBACUILL SEE �IOMSRZ:EKJIItfO 'CNRiSTr• !li BOt i !lam ll0 (OA EQUAL) ..9, WRILDW M(YENTOR ASSY/ V • I� 1* IN LAiR A 1" IN LAWN AR AS ;l LINE SIZED 1RASS � Nv J' th PLAhT BEDS FINISH PAN 3 IN PLANT BEDS SA►SS RIPPLE - TYPICAL (4) RACtS t FINISH GRADE GATE VALVE (MASS 10• ILL TYPICAL (1) PLACES t„•s WON-PRESSURELATERAL LIN AND DRIP - Al - II �lll� - _ = = il��� bull •I►Ptt TUBING ICH. 40 SNAKE PIPE IN TRENCH. NM ,_ s !wV IIII IIII BRASS WY( STRAIRER WiTH M MESH rl!' _ - L )� f � BRASS OHIO Na�tl ICRcu L I of tHlcc . Ir WIDE Cacan vii _ } Ila( To wIR AT NIAIMIh Is . .� PS1111KEURfvSUP1PlT� SCH. 40/C1.31S • (LIHGTM VARIES PER H,AJHt><ACTIRCR) r�l III VI11A'.c-II h e'��-L � ' b•j � - XH IASS GATE VALVE WITH BRONZE HANOVW[L -� FORM WATER�WACt tw FINISH W=IG 00 PIPE FROM METER PRESSURE REGULATOR i= ,j f P ROY I OE 2. Of CLEAN SACKFIII% PIPE TO BACKFLOW �•- f�.• s//• WASHED SRusMEo PREVENTOR CONTROL WIRES - dUNfalE AND TAPE _ I' •' :.'. o°..o H•! � :; ••. � _i .� AGWEWTE BASE .F , � � � � II �� — MASS ri►Rt - TYPICAL 12" TYPICAL AT 15' O.C. Alta IIiSTAII UNDER .� o IY AFLOW—j W. ca».cTla =' Ir.lr.lr• cautTE TO PRESSURE SUPPLY LINE (� 1€�-?Til i Gil — Ti Ii W. COMP TONAT ILOCCS - n/ICAI (Z) PLACES SCM 40 WC MALE ADAPTORS I II _g• a _"• maots ` - /► CJ ICM CO MIC 1AO TORS o • -C'%f' U,-0',v c., TYPICAL (2) PLACES C, i,(_ k G NOTE: u � L% � • • v •• • • t �� •t � If i � � 1111( TO SYSTEMS I. PUCE AZGREGAT( PRIOR TO INSTALLATION OF VALVE BOX. ZD IIII - l i II ✓ — smu f0' ELL • TYPICAL 1-5 C' (s) nx(s NOTE: 3/4" WASHED CRUSHED AGGREGATE BASE 1 . PIGTAIL AND LOOP CONTROL MIRE AT 90� CHAlUS IN DIRECTION. GATE VALVE- 311 or smaller PRESSURE REGULATOR VALVE REDUCED PRESSURE BACKFLOW PREVENTOR TYPICAL TRENCHING 4 1 CONC. iALR 101 1 PLASTIC COVER 1 EMBOSSEO•IUiGATION BCV' 'COISTT• B9 001 1 FL9D L11 MEYERS : TO SNi1aER • ANGLE PIPE R MEUG•1-H-285ENCLOSUR[ S►(CIFI(0 IEPTN IIITN IS' (LLS ELECTRIC METER SEN 40 PVC RRLt AOAITOR COLOR COOED MAP FOR VALVE S{JI 10 PK IttOlt — — — LOCATION INSIDE (PER. SP[C'S. ) I1(ASS 1IPPLI `- t I GN jwU 4000 t:CNTi "Illi WALL MOUNT CONTROLLER - ` MOUNT WITHIN ENCLO$URt. 120 VOLT WIRE IN RIGID SiTtEL RAiN BIRD]] DLRCWtTt( TtLLOV fTRUCTVRI OR1N ►lA I' 1N LAO AaIlLS �� CONNECTORS L — — — J RUBBER CONDUIT (PER LOCAL COD[) INCLVD PER It Qcvs tllcluOtNt Nost U1 OW[ KEY HARDSCAttNG ELECTRIC CONTIOL V1Lvt ON-OFF SWITCH AND 110 VOLT )' I1T UDS SWIVELS. • _ _ EXTERIOR OUT1.t:T'_.TU BE /ROv10[D tY F:N1SH GRAD[ - INSTALL IN 1111SN GRAD[ r � CONTRACTOR. I F ••_ -_ = LOCO MUT -- ►IJWTtt IED ONLY lt" MAMt� - '• COMMON WIRE/CONTROL WIRES IN ^T .�► _ E Fe" = ) )" 2CN � vC --Pig TAIL (1PAtSIQ1 LADE I `" CONCRETE •OOTINC t 4A = LOOP (MIN. 2/ LOIN) MIM. j INSTALL A MINIMUM OF )" ASOVIE I `}.. I" WSS AMilt OLOK �. 4 01 CKADt AND SLOPE TOP To DRA(N SLIP BASE SOCKET OVER ENO OF WIRES .. - - t IAIYt 11/UA10N t� `a Ill At A MINIMUM OF tt lRASf Nt►tt.t STAINLESS STEEL s FLOW i �I,1. � BCRty cWIP _ _ WISS 111Kt I.n1 �; --- ; �_ '� u► 14 DIRECT 1URIAL WIRING TO SCEP I ` BRASS 10* ELL HINIMUM t3) PLACES ,\ VALVES, BUNDLE AMD TA►t EVERT LSTAI► WIaES APPROX. S/B• FROZE ENOS-TWIST TOGETHEq BRASS NI LE - 6 ILL •• , IS rT. O.C. INSTALL WITHIN MAIN IRAss N1rtLc - r,•• LONG ���lll l/1 YASN[0 CRUSMEO o APPY SEALER TO OUTSIDE OF SEALING ►LOG-FILL AGtJtEGAT[ CAVITY WITH SEALER BRASS 10• STRL[T ttl 14 REBAA fTAllt i l •, LIN[ TRINCN. (24 LONE) s SCM 8O PVC N I►PL t - NOTES, STEP •� - '--CONT got 1 C04d1 r1R($ 1 . INSTALL CONTROLLER PER NPC. PRINTED INSTRUCTIONS, AND PER LOCAL CODES _I LOCATION TO BE APPROVED 1N FiELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTION PUT CRIMP SLEEVE OVER WIRE ENDS-CRIMP SLEEVE AMD CUT OFF EXCESS WIRE FINISH: 2 COATS ANTICK& WHITE SEMI-GLOSS tHAM[LCOLOIt O[IIt%TV i SCM 40 PVC SASAT It( PRESSURE SUPPLY LINE 2. COMMON WIU TO it WHIT[ AND CONTROL WIRE TO BE RtO IN COLOR. PULL BASE SOCXET OVsR ENO AS FAR AS ►OSSIIILE ). NO SPLICES SHALL 1t MAD[ SETYLLN CONTROLLER AND REMOTE CONTROL. VALVE. STEP J A. CONTROL WIRINC SEQUENCE CORRESPONDS TO OPERATING SLQUENC[ OF REMOTE CONTROL i. INSTALL COIiTROL rALrti A min" o< I1• /tivl STRutTuaS OR NARM,CAI1Nc. VALVES AND AVTOMOATIC SPRINKLER CONTROL UNIT STATION CONNECTION Y[QU[NCt. PUSH SEALING PLUG INTO BASE SOCCET 1. INSTALL IALrtS i1 RJurt KDS M(RtrtR POSSIBLE Rt IT TO SIDiWKS. SEQUENCE SNOW71 ON 0[TAIL IS FOR Rt►[R[NC[ ONLY - Sit[ IRRIGATION PUN FOR CORRECT VALVE StQu[Nct. PUSH WIRES TO ENO OF LASE SOCKET TO ASSURE PRlSSURE YUP►LT - ). PLxt not lot At R(OR MNiLES TO STRIXT�ES 011 NAa10SCAPlAi. S. RUN ONE EXTRA WIRt (COLOR, ORANCt) TO FARTHEST ACV • FOR FUTURt USE. COMPLETE SEALIxG OF CONNECTION L I lrt /t TT i III: 1. Puc( Aip(GAT( H l Olt TO I1STA1,LJtt ION Or FAL r( Bos. V. PROVIDE I(AINMASTER 24 PC PERMANENT REMTOTf ' CONTROL PIGTAIL AND STEP A �•- -< M--<..�..,,,,,� �---PREssURE SUPPLY LiM I. ATTAU •OtistT• rALlt IDITTIFICATION TAB WITH AP"MIAT( CONTROILtIt MIO TELEPHONE CABLE-CONDUIT FOP FUTURL MODEM INSIDE THE ENCLOSURE RAINSIRO SNAP-TiTE WIRE COitNE:TOR FAL rt 111001111 , TO COR T 10[ WIN[. REMOTE CONTROL VALVE WITH 8 OUICK COUPLING VALVE WITH METAL STAKE 7 SHUT-OFF VALV NEON MASTER VALVE AUTOMATE CONTROLLE WIRE CONNECTOR E & u / 6 5 GENERAL NOTES • THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A FEkIOD OF ONE 1 . ALL LOCAL MUNICIPAL AND STATE LAWS. RULES AND kEGLA_ATIDN'S GOVERNING • DO NOT WILLFULLY INSTALL ANY EuUIPMEN' AS SHOWN ON PLANS WHEN IT IS • IAHEN THE SPRINKLER SYSTEM 1S COMPLETED. THE CONTRACTOR, IN THE OA RELATING TO ANY PORTION OF THIS WORN ARE HEREBY INCORPDRATED INTO OBv1DuS IN THE FIELD THAT UN►NOWN CONDITIONS EXIST THAT WERE NOT PRESENCE OF THE CITY'S AUTHO,IZED REPRESENTATIVE SHALL PEF.FORM A (1 ) YEAR. ANY DEFECTIVE EOLIPMENT• MATERIALS OR POOR WOkt.MANSmIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTkACTOR AT NO CITY AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISiDNS SHALL EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS COVERAGE TEST TO ENSURE IT IS C0+�IFLETE AND ADEQUATE. THE CONTkACTOFt DESCRIPTION OF REVISION DATE' APPROYFO SHALL BE BROUGHT TO THE ATTENICIN OF THE C►TY'IB AUTHORIZED SHALL FURNISH ALL MATERIALS AND PEkFDP.M ALL WORD REQUIRED TO CORRECT ADDITIONAL COST TO THE CITY, BE CARRIED OUT By THE CONTRACTOR. REPRESENTATIVES Pk10k TO ANY WORN ok THE IAN ES DEN ED NEZCTDR S+ALL ANY INADEQUACIES OF COVERAGE at HIS DMh COST. • THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOC A FERI00 OF 1 M CITY OF RANCHO CUCAMIONGA 2. THE CONTRACTOR SHALL VEklfr THE LOCATIONS OF ALL EXISTING ASSUME ALL kESPONSIEILITr Fpr. ANY FIELD CHANGES DEEMED NE:.ESSAkr pr � � UTILITIES, STRUCTURES. AND SERvICES BEFORE COMMENCING WOR► . THE THE CITY • THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION ONE HUNDRED ElGH1Y (180) DAYS AND SHALL WATER ON A REGULAR BASIS. �04v `� LOCATIONS OF UTILITIES. STRUCTURES AND SERVICES 6HDWN iN THESE PLANS OF ON-SITE INSPECTIONS TO BE SCHEDULED AT THE FOLLOWING STAGES OF ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND 1 • INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECiFLCATIoNS. INSTALLATION: W ur. no. 12>z3 TERRA VISTA ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO TH[ 69Y OR LANDSCAPE CONTkACTOR SHALL BE RESPONSIBLE TO COMF•LY WITH ALL LOCAL CITY AND � r^ ARCHITECT, C"TY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. --o T MIL L I K E N A V E MEDIANS • INITIAL PRE-JOG FLEETING WiTH THE DRY, AND LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO • CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS • THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTOk REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. EQUIPMENT. MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS • PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO 1WCkFILL OF AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY CONTRACTOR SHALL REPAIR. AT HIS OWN EXPENSE. ALL DAMAGE RESULTING SECTION. TRENCHE6. THS CRY'S AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. Of � F DATION DETAt�S FROM HIS OPERATIONS OR NEGLIGENCE. 1 • THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PWS"E AS SHOWN • COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. • 117 VOLT ELECTRICAL POWER SOURCE TO K PROVIDED BY OTHERS TO THE LEWIS HOMES 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER LOCATION FOR THE AUTOMATIC CONTROLLER. IRRIGATIDN CONTRACTOR TO BE ARCHITECTURAL PLANS BEFORE BEGINNING WORK. MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE • FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED FOR RESPONSIBLE FOA FINAL CONNECTION TO EQUIPMENT. APPROVED BY - DATE--0213 AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF VERIFICATION OF JOB COMPLETION AND EXECUTION OF MOR► PER THE TY ENGINEE a.4A RCE 1110 24953 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO INSTALLATION. PLANS AND SPECIFICATIONS AND BEGIN ESTABLISHMENT PERIDO. • ALL LOW VOLTAGE WiRE FROM CONTROLLER TO VALVES SHALL SE SOLID COPPER C+ PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. lE 014 DIRECT BURIAL TYPE. USE RED INSULATED WIRE FOR PILOT AND OESfGN OfC,`MH+END(0 • THE CONTRACTOR SHALL PROVIDE TO THE CRY . UPON THE COMPLETION OF WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WiTH PRESSURE MAINLINE S. CONTRACTOR 04ALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES. AND RELATEDli FEET THE JOB. A SET OF REPRODUCIBLE 'AS BUiLT' DRAWINGS, WHICH SHALL BE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT • THE CONTRACTOR SHALL NOT ALLOW NOk CAUSE ANY Ot HIS WOR► TO BE 12PLand Concern. Ltd LJ e;, EXPENSES, WITH THE CITY'S AUTHORIZED REPRESENTATIVE. VERIFIED FOR ACCURACY AT THE TIME OF THE FiNAL JOB WALK-THFDUGH. INTERVALS. PROVIDE TWO EXTRA PILOT WiRES TO THE END OF THE PIPE RUN 1750 EAST DEERE AVEF&X SHEET COWERED UNTIL IT HAS BEEN INSPECTED. TESTED AND APPROVED BY THE IN TWO DIRECTIONS FROM THE CONTROLLER. COIL THE LAST 2 FEET OF THE ()PAWN AUTHNORIZED REPRESENTATIVE. IRRIGATION NOTES • A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS.AND THEiR WIRE AND LEAVE IN VALVE BOX. LI7TRA, 601-6¢, d,d Pagano SANTA ANA %:A 92705 15 25 • THiS DESIGN 1S DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAYED AREAS IS APPROPRIATE 6EQUENCED VALVES SHALL BE LAiMINA•TED BETWEEN 2 PIEC(_� IRRHGATIONCONSl1lTAM nP � � OW (7 10250- 4822 � --Of FOR DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTING OF ZD HIL PLASTIC. 11" X 17" SIZE AND MOUNTED ON ThL INSIDE COYER 'oF NOTES CONTINUE • .»ATION ,..+• SULT. CHECKED DRAWING 1P0 — act No THE IRRIGATION CONTROLLER. - wrtA ARA CAL •rr», pP 5_T AREAS AS NECESSARY. C� DATE FILE IRO SHEET OF_z9_ • r ROOTBALL SALCO PC6-2 - 2 GPH ' MULTI-OUTLET EMITTER 1� X., �� ��4\ A ALLED WITHIN ;i NOTE: CAP ANY UNUSED EMITTER / SS SLEEVE ,loll•== l:"�G1 =�I II-I OUTLETS WITH SALCO PC6-C F.G. 11II L - 1111= EMITTER OUTLET CAPS a 8 _ T11!Ve"CAPILLARY(PVC) `TUBING(NO.OF TUBES p fl AS NOTED ON DRAWWO) 5 .-� NOTE: r LOCATION OF OUTLET SHALL 9 I s' ---- BE RELOCATED BY CITY AS M Etr rrmit OUTLET CHECK ROOT SYSTEM GROWS SII i • VALVE ( t1A4O0 tOCV) -r •• • to T'� 1 TIP= !I Q 2 TY* negro STAKi niq n 11 (SALCO CTS-1eO-400 _ I�� r I !! 3 NIU u I -1 SHRUB ' / 13 _ - • o 42) • 111 ! IIII'lll!I ;►,(II= �� � � (! \ � r r. ,.., 8 ` ull 1. SALCO DAS-8 ACCESS SLEEVE. 1 1 TYR. Ile•CAPILLARY TUMNQ 2. 3/8' WASHED AGGREGATE. LEAVE SPACE BETWEEN (PVC) 1. BRASS ANGLE VALVE WITH UNION-SAME SIZE AS NCV. rj 4 3. ACCESS SLEEVE CAPP,, 1" ABOVE FINISH GRAVER /w Z. PVC WYE STRAINER WITH INTEGRAL BALL FLUSH VALVE AND DOWN STREAM EMITTER AND TOP AGGREGATE. • 1 / PRESSURE GAUGE. SALCO DYSF-OVERSIZED- INSTALL UNIT WITH 80 �• \ 4. MEDIUM GRIND SHREDDED MULCH COVER OVER DIST. MESH MONEL SCREEN. USE 2" STRAINER WITH 1- EMITTER CONTROL VALVE. 5 TUBES - MAXIMUM 4" THICK. `'�"�-- 3' STRAINER WITH EMITTER CONTROL VALVES 1-1/4" - 2"IN SIZE. O / 3 EMITTER CONTROL VALVE• PLAN SIZED W/PRESSURE 5. SALCO CT-125 DISTRIBUTION TUBES WITH EOCV-125 OUTLETI REGULATOR. CHECK VALVE CAPS. FWISH GRADE C`_ / 4. SCH 80 PVC CLOSE NIPPLE-SAME SIZE AS ECV. 6 ` 6. 1/2" DIA SCH. 80 PVC RISER - LENGTH AS REQUIRED. 5. MPT X SLIP FITTING -SOLVENT WELD. �`-��l�,.• r 7. SALCO PC6-2 MULTI-OUTLET EMITTER WITH TORO LEGEND 8. SCH 40 PVC S X S X T TEE. SALCO THREADED RISER ADAPTER.PC6-C EMITTER OUTLET CAP AS REQUIRED. PVC SCHEDULE 40 EMITTEP 7. PRESSURE SUPPLY LINE. 8. SALCO . VALVE BOX. 6. PVC 90 DEGREE TxT. SUPPLY PIPING - 12' BELOW 8. SCH 80 PVC NIPPLE-SAME SIZE AS ECV. 1 9. MARLEX DBLE. STREET ELLS BETWEEN LATERAL LINE AND FINISH GRADE 9. 8"THICK OF 3/4' WASHED CRUSHED AGGREGATE-PLACE BEFORE BOX RISER. 10. PVC SCHEDULE 40 EMITTER/LATERAL PIPING TO EMITTERS. 2. PRESSURE RELIEF VALVE. 7. MA 1 N LINE FITTING. 11. CONCRETE VALVE BOX AND LOCKING COVER MARKED-IRRIGATIak CONTROL VALVE" CHRISTYRES BIG BOX AND 836 LID. 3. PVC STREET ELL. 8. 3/4" CRUSHED ROCK. SALCO DAS-8 ACCESE:'SLEEVE 12. SOLENOID WIRES. PIGTAIL EACH 36" LONG. ' INSTALLED WITH TOP 1" ABOVE 13. COMMON BRICK. FINISHED GRADE. 14. PRESET PRESSURE REGULATOR ISALCO SR-40-32 UNLESS OTHERWISE NOTE" 4. • PVC SxT FEMALE ADAPTER. 9. FINISH GRADE. SALCO PC6 - 2EMITTER WITH ACCESS S. PVC SCH. 80 NIPPLE. .o. COMMON BRICK (4 REO-D) . EMITTER REMOTE CONTROL SLEEVE (OR EQUAL MFG .) N .T.S. MULTI-OUTLET DRIP SYSTEM ASSEMBLY � 1 10 VALVE ASSEMBLY PRESSURE RELIEF VALVE N. T. S. 12 r 10 I 2 3 ` CALSENSE RENDITION OF TYPICAL CONTROLLER INSTALLATION fir • „Q-� .. •moi 30' TO MA943IR VALVE 30' TO BACKFLOW DEVICE 7 -_ 'SW-TITE' ELECTRICAL 1• IN TUW AREAS COMMON' WIRE �-VALVES COMCTORS G141LISIT(4011C.VALVE HIDE 1 WITH 2-4• EXTENSIONS AND IM SHRU11 AREAS FIMISH GRADE LOCKING COVER BY AMETEK OR EQUAL. FMSH GRAD CONTRA" O WIRES - COM DM WIRE SEMSM UF14 '1 CALSENSE �. CONTROL- E -PROS .� IITRIZ WI WATERCONNEFmWm oil a�x EXTENSItl1 S VALVE CO "Y WITHftN _ JUMBO Ku SYSTEM 8 --III +-- WATER FLOW IN _ 9 \ DIAME _ 7'11& RED-' 13• 10 PIPE DIAMETERS 2 2'• ANY LENGTH Z• 14 AWG WIRE = I I( J " 14% �---- FLOW 1. LOCK BOLTTO SENSOR 16 . ��� 2. LIFT HOLE W,,• 3. SHREDDED MULCH � HARDtE R t02 - N.O. 2 ME WATER Cii 4. FINISH GRADE NORMALLY OPEN MASTER VALVE J METER I lit WILKENS 0 SW 5. . SALCO WMP-75 (T X S) 3/4" PVC BALL VALVE- SCREW n DATA INDUSTRIAL (�WLOW P EVENTP PRESSURE REGULATOR G , EXTENSION ZZOP - FLOW SENSOR BACKFLOW PREVENTER TO END OF LATERAL LINE. 6. 36" X 3/4" DIAMETER ALGAE RESISTANT PVC FLEX HOSE - PIGTAILED. A• NDS • 7. CHRISTY B9 CONCRETE VALVE BOX WITH POLYVINYL LID. '• " PEA GRAVEL 8. PVC MALE ADAPTER-UNE SIZE X 3/4" (S X T). O.Co DRAIN SUM! 9. 6 THICK OF 3/4 WASHED CRUSHED AGGREGRATE. 10. STENCIL IN 2" WHITE LETTERS ON TOP OF LID: "F.V." CALSENSE RENDITION OF �• BALL VALVE FOR EMITTER FLUSH BOX TYPICAL CONTROLLER I _ NSTALLATION CALSENSE SENSOR INSTALLATION CALSEN 15 4 SE FLOW SENSOR INSTALLATION PW4ItA940-1^TjC ONLY IDWAAAMMATIG O wq NOTES CONTINUE: DESCRIPTION OF REVISION DATE CITY A PP R01IE 0 • • 'MOV 1 SE A M IN IlSAR OF 110 OF COVER OVER ALL PRESSURE qA I NL 1 IE 1 J PE CITY OF RANCHO CUCAMONGA A/tD 12• MINIMUM OF COVER OVER ALL 1Ol/-PRESSIAtE LATERAL LINE. TRENCH IMA BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DoiliV" IRRIGATION �� ` - PINE OR EQUIPMENT. 1N THE EVENT OF BACKFILL SETTLEMENT. CONTRACTOR y O � TERRA VISTA. SHALL PERFORM REOU I RED REPAIRS AT NIS OWN E II PEASE. LIC. NO. Im • ALL PIPE UNDER ►AVER AREAS IS TO 8E INSTALLED JN A PVC SCHED. 40 I o I MIL L I K E N A V E MEDIANS SLEEVE WITH 3b• MNIMIUM OF COVER. SLEEVE LOCATIONS TO SE AS'SHOWN pA ON PLAMB ANO INSTALLED PER DETAIL. • PRIOR TO SACKF1LlIN6 IRRIGATION TRENCHESt IMATM D�� • ALL SlIC1C COUPLER VALVES AMIE TO SE INSTALLED IN SH1U8 ON 6R01NN000VER MEAS WHENEVER POSSIOLW ANO WITHIN 18" OF THE HARDSCAPE. ALL QUID. • ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSIAIE TESTED AT � � LEWIS HOMES COUPLER VALVES LOCATED IN TURF MEAS SHALL SE INSTALLED IN AN 8" I" PSI FOR A PERIOD OF SIX HOURS. ANY LEAKS FOUND SHALL BE • DIAMETER coNCRtrE VALVE 80X. CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING APPROVED BY. QATE�?�g4/ MEW MATERIAL IN 14 PLACE. CITY ENGINEE RC.E N0. 953 • ALL THIEAOED ►SPE CONECT i ONR MIADE TO BLIP-JOINT ►11C PIPE SHALL K -, MBE WITH A PK THREADED COIPLIM6. ALL THREAKI) ADIIPTEM AND ots:t�N RECOMMENDED CO1PL IN N AR� TO SE 'DURA' DEEP NOCKET TYPE. • CONTRACTORTO INSTALL AN APPROVED ANTI-ORAInAiE DEVICE that ALL 1.01 vt Ladd Concern. Ltd L,Job, - - IEADB TO ►IEVERANT LOM HEAQ OJ MIAfiE AM POfiG I SLE SOIL ER06I ON. d a111a�+ DEERE AVENM SH49I 1 Qle DRAWN SANTA ANA 1750 EAST CA 92705 16 25 wxm?;C 1 C10t4im%w PHONE (7"4)2150-4822 Nr tm M�wM � GrNt C W E 0 DRAWING NO Dare MILE NO AZ __ SHEE`T..,_OF _:� --- -- - I . - ---- . f . . SPRINKLER IRRIGATION SPECIFICATIONS ADDITIONAL IRRIGATION SPECIFICATIONS P})[T 1 - GENFRAL 1.01 DESCRIPTION -- _ A. Scope e1 Work: Provide all tabor, materials, transportation, JM f Th• chart shall N a blackltne or blw 11ne oialld print aha 0. frays ►1pe aha iltttagt: 0• Nisc*Ilaneers Ir►1{)atten [wlpitMt !. fprtnklfr Meds shall N Installed only after fivshfng of the Q27t50 IRRIGATION SYSTEM service% n#c•stary to furnish and install the Irrtgatlon Syst•s as • flfterent color shall 1# YsN to indicate to* arta of system has been accomplished to the complete Satisfaction of I shorn on the Drawings and described heroin. coverage for ash eta Hon. 1. Moore indicated on the Drawings, use red brats screwed pipe 1. Refer to Irrigation Plant for sizes ane tyres-of the City of Ranch Cucamonga. PARI 2- PRODUCTS i conforminq to federal Spec{f1ca H on JwM-/-351. aiictilansous irrigation equipment. 1.02 QUALITY ASSURANCE i REQUIREMENTS 1. Nhen completed and approved, the chart Shall be hermetically ,1, Emitters . sealed b#treen two pieces of piastic. each piece being a 2. rlttings shall be red Oraff conforming to fedora !. All miscotlaneoles irrigation egvipsent shalt N a specified 2.0 1 MATERIALS 1 A. ►ermltt and foes: The Contractor %hall obtain and pay Sof an and sinimum 20 mils. SDtclfication dWll-►-460. K approved equal. 1: Install all"Iters as designated on the Drawings. yJ. Control W" all permits and alt oDs•rrationt •s requtrod. AN emitters to bf Installed 1n this work shall N 7. These charts ,hall be completed and approved prior to final E• Copp*r H pe end Flttlngt equtval•nt to all respects to those it#mlztd. f. Manufacturer's Otrtctlons: MJnulacturer's directions and detail N observation of the 1rr,gation system. ►ART ] - EXE[4TtOm drawings shall be lollovee to all cases wh#rf the manufacturers o1 1. ►tp#: Type K, hard temper#d I. Spacing o/ tsrurtw shall not exceed the maximum indicated so 7, Congos wiring for irrigation slsewd wile los in• separate shtssrs articles used in this contract furnish directions covering pointe D. Operation and Matnttnaact Manuals: 3.01 OfSERVAT30N the Orarings. 3n no case shall the spacing emceed the than that used forifrigapon PiPin0. not shorn in the Drawings and Specifications. !. fittings: vrought topper, solder joint type maximal recommended by the manufactur#r, 1. Prepare and deliver to the City of Rancho Cucamonga rithts Stte Cond,ttons: R. Trickle Drip Emitters and Emitter Tubing: C. OrOtnances and Requlatloas: A11 local, municipal and state law ton calendar days prior to completion o1 construction, two 3. 1olnts shall be soldered with silver solder, 4Si silver, lSi 3.04 TEMPORARY REPAIRS and rules and regulations governing or relating to any portion o; hard covtr binders with three rings containing the following cooper, 1i1 ztnt. 211 cadmlYm, SollduS Jt 1125 f. and 1. All scaled flsensions art approximate. The Contractor shall 1. Emitter body shall be manufactured of high impact-resistant Information: liquidus at 1115 /. check and verify J11 size dimensions and receive City of The City reserves the right to asks to nary r*ratrs as ntcNsa►y, is this work are hereby incorporated into and made a part o1 these Rancho Cucamon a's approval prior to proceeds with work keep the sprinkler s sled equipment 1n polypropylene with an inlet barb. flow shall be regulated Specifications, and their provisions shill be carried out by the 9 ^1 y operating condttlon. The Contractor. An thin contained 1n th#s# SDectflcations shall not a. Index sheet stating Contractor's address and tolop,hont /. W to Valves: under thee Section. exorcist of this right by the City Shall not relieve the Contractor o/ through • elFcone diaphragm. The emitter shah pressure y 1 number, List of equipment with name and addresses o/ lot construed to conflict meth any of the above rules aha his rosponstb111t1es under the teras of the GWranteo at htrolm compensate for rated flow � 106 over a pressure variant of requlatlons or requirements of the sale. liovever, when thee* local manufacturer's rtprtsmntatiro. 1. Gate valves 3' and smaller shall be )IS 11. SMP bronze Batt !. fkerclst extreme caro in excavating and corking near tr,fttng spectftod. 10 to 45 psi. it shall automatically flush. Emitters shelf be { Speclftcattons and Orwings tall for or describe materials. valve with screw-in bonnet, nonrising stem and solid wedge uttltties. Contractor shell be responsible for damages to rorkmunshlp, er conttructfon o1 • better quality, higher standard, b. Catalog and parts shoots on every Mterlal and equlpmMt disc. utilities which are caused by his operations or neglect. 3.OS [XISTING TRIIS slant o those manufactured h Salto Products, Ince 4463 Instal td under lois contract. Chock •xisttng utilities drawings for existing utility West Rosecrarn Awnue, Hawthorne, California, Phone (213) or larger size than is required by the above rules aha 2. Gat• valves 3• aha smaller Shall haul threaded ends aha shall locations. Where It 1s necessary to *rtavatt adjacent to existing trees, the 973-2400. Refer to irrigation Drawings for snsitter size and requlatlons, the provisions of these Specification% and Drawings c, Guarantee statement. be equipped with a bronze handvheel. Contractor shall use all possible care to avoid injury to trots ape• tha11 take priced*nce. ha type.3. Coordtnato tnstallatton o/ lrrtgation materials including trot roots. Excavation to areas where two (2) inch and larger roots d. Complete operating bad maintenance instruction on all 3. W Le valves 3' and smallsr shall bf similar to shote pip#. so there shall be 10 interference with utilities or occur shall De done by hand. All roots two (2) inches and larger is 2. T for srnitter errs shag M D. Ewplanatlon o1 Drawings: ubing eyes rigid PVC Schedule 40 flips• major equipment. manufactured by Nibco or approved equal. other construction or difficulty 1n planting trees, shrubs, dtasettr, except directly in the path of pipe or conduit, shall lot 1. Due t0 tn• scala 01 too Drawings. 1t 1s not poss101e to and ground car#r%. tunneled under and shall be heavily wrapped with burlap, to prevent !. In addltton to the abOv# mentioned maintenance manuals, 4. Aii gat• valvtf shall be tnttall#d p#r insta11at1on detail. scarring or excessive drying. Nher# a ditching machine tt run close is 3• Fittings for emitter tubing shall be standard PVC Schedule 40 Indicate all offsets, ittttngs, sleerefu etc. which may be rovidf tn♦ Ctt t maintenance personnel with instructions �. The Contractor carefully chock all grades to satisfy trees havtnq roots smaller than tco (2> Inches to diameter, the wall 0/ solvent-weld fittings. required. The Contractor conditions carefully ill of gate the p y D g ng y y P ^9 the trench adjacent to the tree' shall be hand trimmed, making close structural and flnitht0 tonOttlons af/ecttnq all of hit work for major equipment and toot evidence to vrttinq to the Ctty C. Quick Coupling Yalvef: Quick toupet valves thJil have a bract himself that h# may Easel rotted before starts work on and plan M s work accordingly, furntshtnq such 11ttingS, etc. of Rancho Cucamonga at the conclusion of the project that two-piece body dtsigntd for working pressure of 150 P.S.I. the irrigation system. cuts through. Roots one (1) inch and larger in diameter shall lot as say De required to meet such condltlons. Drarings art this service has Dern render#d. operable with quick coupler. Key stz# and type %hall lot as thorn painted with two coats of Tram Seal, or equal. Trenches adjacent to 4. Flush plugs: Shall be assembled by the Contrmeto/ In the on plans, 3.02 PREPARATION fret snoutd be closed within twenty tour (24) hours; and where this it fnerNser and of the materials as shown on the Drawings. generally dtagrammat,c and tndtcative o1 the cork to k E. Equtpsont to lot furnished: not possible, the side of the trench adjacent to tha trot shall N kept installed. The work shall be Installed in such a manner as to N. tackflor Prevention Units: A. lnystcal layolet: shaded with burlap or canvas. S. Provide drip valve, bealet stishm and pressure reguistor fed avoid conflicts between the irrigation system, planting, and 1. Supply as a part of thtS contract the follorinq tools: each drip system. Refer to Drawings for size and type required. architectural features. 1. tack/ler prevention Yn1ts snail be of size and typt indicated 1. Prior to installation, the Contractor shall stake out all 3.Oi iIELD QUA IiTY CONTROL 2. Ail work called for on the OravingS by netts or detail% tnatl a• Two (2) sits of special tools required for removing, on the irrigation drawings. Install batkflOr prtventloa pct%sur• supply 11ntt, routing and location O/ sPrtnkler disassembling and adjusting each type of sprinkler and units in accordant♦ with the Or+rings. heads. A. Adjustment of the System: PART 3- EXECUTION lot furntsned and install#d vnetner or not sptc111ca11y waive supolytd on this Project. esntloned to the SDmcll,catlons. !. Mye strainers at Dackflov prevention units snail hart 2. All layout shall be approved by City of Rancho Cucamongb 1. Th# Contractor shall flush and adjust all sprinkle► Bads IK 3.03 INSTALLATION 3. The Contractor shall not r111fYtly install tn# Irrigation 1. Two c2) lour foot valve keys for operation of 9-M bronzed screwed body with 60 mash montl screen and Shall be prior to instailatlol. optimum performance and to prevent overspray onto walks. system a% shorn on the Drawings when it i% obvious to the valvtf. stellar to Batley x1001 or approved equal. f• Mat#r Supply: rwdrayt, and buildings as much as posslDle. K. Emittei Mstallatfon and Opstatim field that obstructions, grade differences or discrepancies c. Two (2) keys for tach automutic controller. 3. All pressure ma(nline piping between the point of connection 2. i/ 1t 1% dtterolned that adjwstments 1n the trrlgJtlon to arta dimensions exist that eight not have been COnsldero0 and the backfiew prevtnter shall be installed as rtquired b 1. Irrigation system shall N connected to water supply points equipment rill provide proper and more adequate covers e, the 1. Prior to start of construction.the Contractor shaNcontact Saloe in engineering. _ Such obstructions or differtncts should be f, One (1) quick Coupler key and matching host Swivel for local code. Tn* Contractor shall verify rite the local Of connection as tndtcated on int Drartngf• Contractor shall make such adjustments prior to planting. Products,44d3WestRosecransAvenue,Hawthome,CaRfomia. brought to the attention of the City of Rancho Cucamonga. In every five (S) or fraction thereof of each type of quick governing body as to eat#rias type and installation Adjustments may also include changes in nozzle sizes and the event this notification it not performed, the Contractor couplin valve lnstatled. procedures prior t0 Start Of construction. Submit $hos !. Conntctlons Shall be made at approximate locations as shown g Phone (213) 973-2400 for installation and operetkm %hall assume full retpOns,bility for any rtvtslpn nett%nary. 9 on the Drawin degrees of arc as required. drawing for approval. qs. Contractor i$ responslblt Ior minor cnan�et instructions. Pay all costs involved for this service. 1.0] SUfM3TTAlS 2. The above mentioned equipment shall be turned over to tM caused Dy actual sett conditions. 1. lorerin9 raised sprinkler heads by the Contractor shall be City at tn# conclusten en the project. Before final 1. Check Yalvef: accomplished within ten (10) days after notification b the 2. Flush all amstter PVC leteed Nnee prior to installation of A. Material list: oDserwtion can occur, evidence that the Avner has received C. Electrical Supply: y material west be snoxm to th# City of Rancho Cucamonga. 1. Swing check valves 2" and smaller shall be 200 Pound M.O.G. city' emitters. Reflush Nnas after installation of emitters. Dronzt construction vlth replac N ble composition, nfoprent or t• Electrical tonntctionf for wtomatic controller Sha11 be made 1. The Contractor shall furnish the articles, equipment, to etectr,cat points of connection as Indicated on in• �• A11 sprinkler heads shall ha set perpendicular to finished 3. Refer to installation details for additional information. mater,alS, or processes toec111td by name /n the Drawings and 1.04 PRODUCT DEIIV[RY, STORAGF ANC NANOLING ruDDer disc and shall matt or exceed federal Spetificatton Drartngf. grades unless otnerris# d•slgn4te0 on the Drawings. Specli,cattons. Mo substttutlon x111 Dt allowed without prior NM-V-Sip, Class A, Typt IY. A. Handling of /VC map• and i,tttngs: Tne Contractor is cautioned to S. Rain flyd EFA-CP-P*S valves will be set 3.10 SITE OBSERVATION SCHEDULE rrttten approval py the C{ty o/ Ranch Cucamonga. 2. Connections shall be made at approximate locations at shown per manutacturert . *siredsf u►* 1n htndling, lading, unlading, and stortnq of PVC 2. Anti-drain w lvtt shall be of Wavy duty virgin PVC On trio Drawings. Contractor is responsible for minor changes sptclfication ore to that ash lateral r 9^ !. Complete materiel list shall be submitted prior to performing DiPy' and fittings. All PVC pipe shall Dt transported to a vehicle construction with F.I.P. thread inlet and outlet. Internal alts at deft c weed D actcal sitz condtttons. pressure. responsible fVkV City's z any work. Wttr,al left shalt include th# manufacturer, rntcn allots the length of pipe to 11• flat so at not to Subject Darts shall be stainless steel and neoprene. Anti-drain y A. toss Contractor shag M for hoed the model number and description of all materials and • uI it to undue bending or concentrated eternal load at any point. valve -shall be field adjustable against drawout from S to 40 1. Presto of Irv) Authorized Representative in advance for the following obssrvo*m p equipment Any section of pipe that has been dented or damaged will be feet of head. Ant,-drain valve shall be similar to the ].03 INSTALLAi10N q 9atton SystM: to be used. Although manufacturer and other information may meetings, according to the tittle indicated. be different. the follorinq is a guide to proper submittal dlscar0ed and, 1f tntttlled, shall b• replaced with her ptptnq. Velton •ADV' Or approved equal. A. Trfncninq: 1. The Contractor shall request the rr*since of the City's format: . 1.05 R*pr#s#ntativo In writing at least 4f hours io S. Emitter system installation- 411 haters 1.0f SUBSTITUTIONS �. Control Nirinq: 1, Dig trenches straight and support pipe continuously On bottom Jdranct o1 testing. Item 14a. Descrintion Manufacturer Madel NO. of trench. lay pipe to an ♦vin grade. Trenching txtavation A. 31 the Contractor clines to suDstttute any equipment or materials 1. Except as noted otherrlt#, connections between the automatic 2. Test all pressure lines wader hydrostatic presswre of ISA for toast aqui mint or mattrtal% listed on the Drar,n t and controllers and the #ltctric control valets shall be mads shall tailor layout lndtcated on Drwingf and as noted. 1 tactfiOr Preventfr Nilkfns 575 IF D 9 pounds per square int n, and prove ratertiyht. SDectficattonf, he may do SO by providing the following with direct burial topper wire ASK-U.F. 600 volt. Control 2, Provide for a minimum o/ twenty-four (24) incntt cover for I Automata COntr011e CalsMsf 2000 Series {nformati0n t0 tot City of RanthO Cucamonga for approval: wiring installed in Control wire conduit within Structure prtssurt mainlines ]" and larger. 7 Wte Valrf Nibco 7-113 shall be made with ANG-TM solid copper vire. Pitot wires Note: Testing Of prtssurt matnlln*t shall occur rrlor tv ENO OF SECTION 1. Provide a statement indicating tr.e reason /or making the shall be a different color vire for each automatic 3, /rev/da 10♦ a minimue Of eighteen (11) inches cover for all 1nSta11Jt101n Of electrlt control ralvtt. 4 Etc. Etc. Etc. fubstitutton. Utf a separate sheet of D+Der for each 1t#m to controller. Common wires shalt be white with a different prtssurt supply 11ntS. be substituted. color stripe for each automatic controller. Install 1n V. 3. All piping under paved areas shall be tested leader I ccordance with valve manufacturer's specifications and wire A drostatlt r pour P# 3rrtgatlon Submittal mutt Df tDeclftc and canpletf. All 2, PrOvidf destrlptly• a Utop 1lterature, performance than e c M rt. In no cas# shall were t1z• bf lett than I14. 4. non-pre for a minimum Corer Of twelve (12) inches /or all y p esture 01 150 ds r square Inch, ane 1ttRs must lot 11steQ and snoutd tncludt tolv#nt/primer, r1rt, and floc charts for tach item to De suDstltute0. non-pros line$. proved ratertlght, prior t0 paring. vire connectors, valve poxes, etc. No cool*$ 01 2. Hiring shall occupy the foot trench mad shall N installed manufacturer's ltteratur# (catalog curt) art required as ]. Proved* tot amount of cost savings if tot suDstlsutea tt N iS along the same route as pressure supply or lateral lines S. provide for a minimus cover of eight@" (tt) Inches for all 4. Sustain pressure in lines for not lest than six (6) hours. %ubmtttal information. approved, m e*ewer possible. control rlrinq. If leaks develop, replace joints and repeat t#st until entire system if 1 proven raterttght. 3. The Contractor may submit substitutions for equipment and g, Tne City of Rancho Cucamonga shalt hav* the fol* responslb,ilty to 3. Where more than oat (1) vire is placed in a trench, the f• tackfilling' S. Ail hydrostatic tests Shatz De made only in the presence of materials listed on the Drawings by following procedures as accepting or rejecting any substituted ,tem as an approved equal rlrinq snail De taped together at tnt*rwlt of fifteen O5) 1t. 1. The trenches shall not lot Dackf111ed until sit rt Ir the General Contractor, or the Cit of Rancho a pros outlined 1n S#clean 1.05 of the lrrtgatton Spe:ificattont. to toast tquiDment and matrrtals listed on the Drartngf and qu e0 tests y 9 Specifications. 1. An expansion Curl shall be provided within three (3) fttt of art performed. Trenches shall be carefully backfilled with pipe shall be backfilled until it has been observed, tested 4. Equipment or tutorials installed or furnished without prior taco wire connection. Expos^soon curl shall be of sufficient 'the escawted materials approved for backfilling, consisting and approved 1n rrlttng. +CDroval o/ the City of Rancho CucamonSa may De rejected and 1,06 GUARANTEE length at each splice connection at each electric control 01 earth, loam, sandy clay sand, o► other approved the Contractor required to remove such materials from the valve, so that in cast of repair, the valve bonnet may be materials, free fres large clogs Of earth or stones. Backf,tl 6. furnish necessary forte pump Jnd all Other test tqutpment. site at his ow+ evDens*• A. the Gwrantee for the trrigatton system shall lot made to Drought to tM surface without disconntcting the control compacted 1n Iandsc.peC areas to a ary accordance with the attached form. The General Conditions and nixes. Control rues shall Dt laid loosely 1n trench without density equal to adjacent vndtsturbed sell 1n planting 7. teWtist inillhe presence system is completed, perform a coverage , S. Approval oI any it#m, alte a or fubftttutt indtcateS only Supplementary Conditions of these Specifications shall be filed stress or stretc M ng of control were conductors. areas. lackf111 x111 confers to adjacent grad*t without test in the presence o1 the City of Rancho Cucamonga, to that tot product or eroductt +DDarently meet the requ,rementf dips, Sunken arras, humps or other surface trrtguiJ N tees, detlrmine 1/ the rater coverage /or planting arNi iS rttn tot Ctty prior to steep U nct of the lrrigattOn system. complete and ode wte. Furnish all materials and perform all of the Drarings and Specifications on tot Das1S o/ the S. All splices shall be mad# with Scotch-Lok 03576 Connector q thlormatlon or samples subsitttd. 2. A lint granular material backfill rill be initially pitted on cork required to correct any inadequacies of coverage due to t. A copy 01 the Guarantee form shall be lnttvd*0 1n too operations Sealing Packs, Ralnplyd Sr.ap-Tile wire conn*ctor, or approrN all 11net. ho foreign matte► larger than one-Half (112> into Oevtations from plans, or where the system has Deen rill/idly 1. yy nuracturer'f warranties shall not relieve the Contracto► 0/ and maintenance manual. equal. use one splice per connector sealtnq pack. in size cell be Installed as indicated on the Drawings when it tt obviously hes liability under the guarantee. Such warranties shall C, The Guaranttt form tha11 be r*-t ped opts the ContractOr't inadequate, without bringing this to the attention of the y 6. f,etd splices Detreen the automatic controller and •tectr,co only suDPl•esnt the guarantee. letterhead and tontatn tn* follertng information: control valves rill not De allowed without prior aDDroval 01 3. flooding Of trenches v111 be permitted only with approval 01 City of Rancho Cucamonga. This test shall be actorplishtd the city of aancho Cucamonga. the Ctty of Rancho Cucafgnpa. before any ground cover is planted. 1. Record OraringS: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM C. Automatic Controllers: 4, If settlement occurs anQ subsequent adjustments in pip#, t. Upon completion of tech phase of work, entire system shall bt 1. Th# Contractor thJ11 provide and kelp len to dost# aha cagleto valves, sprinkler heads, lawn Or planting, or other tested and adjusted to sett site regvlrements. Mt hereby guarantee that the Irrigation system we have frrnishN a record set of blue lint ozalid printf which Mall b# constructlon art necessary, Me Contractor shall make all and Installed 1s fret from defects 1n materials and workmanship. 1. Automatic tontr011er% Shall lot Of flit and type shows On the torrect#d dally and snow (very change from the ortglnal r#quired adjustesnts without cost to the City. 3.07 IMiNTENANCE drawings and specifications and the exact lnstatled aril the work has lotto completed in accordant# with the Drawings draringt. and Specifications, ordinary wear and tear and unusual •bust, er locations, sizes, and kinds o/ equipment. Printf for these C. Trenching and Iackf111 Under Paving: (All Mrdscapt sa. coDbltstofie) A. TM entire irrigation system shall be under full automatic neglect excepted. N# agree to repair or replace any Defects tm 2. i1na1 locat(on of automatic controll•rt shall be approved by Operation fora period of seven (7) days prior to any planting. purposes may bf oDtalned from the City 0/ Rancho Cucamonga at material Or rorkmanshtp rhtch may d*velop during the period of one tha City of Rancho Cucamonga. 1, Trenches loused under areas rMrt Dar,nq, aspnalt,c concrete cost. This Set of drawings shall be kept on the site and year from data of acceptance and also to repair or replace any %M 11 lot used only as a record set. data t r*sullen from tnf repairing or replacing of such defects or concrete, rill lot Installed sM 11 be lou kf111td with sand 1. int [sty of Rancl►o Cucamonga reserves the right to wive K 9 Q D 1 9 3. Unless othervist noted on the Drawings, the 120 colt (a layer Os (63 inches below the pipe and three (3) inches shorten the operation period. at n0 a0dlttonal toff t0 the City. M# shall mak# Such repairs or electrical peer to the automatic controller location shall !. These drarings shall also serve as cork progress Sh••tt aha soave the DiD*) and carpacted to layers to 955 co�r•pactton, replacements within a reasonable time, as determined by the City. De furnished by others. The final electrical hook-up shall g tamping 3.01 CLEAN-W inset Df the oasts for measurement and payment for cork using ranw 1 or mecnanl<al tam in devices. Tr•ncn#S for completed. Tnest drawings shall De available at all timet after receipt o1 written notice. In the tvtnt of our failure to De the responsip111ty of the Contractor. piping sM 11 be compacted to equal the compaction of tot for observation and shall be kept in a location dest nated D make such repairs or replacements with{n a reasonable ties after 1 y recti pt Of rrttten notice eros the Ctty, re authoriit the Ctty t0 L. Electric Control Yalvef: existing adjacent undisturbed soil and shell be left in a Clean-Up Shall lot made as ash portion Of cork progresses. Refute sad the City of Rancho Cucamonga. Should the record blot lino proceed to have said repairs or replacements made at our expense firm unytetdlnq condi H on. All trtncnts snail lot left flush excess dirt shall be removed from the site. all walks and paring shall record drawing progress sheets not be available for review or Jnd re roil a the costs and char es therefore upon demand. with in# adjoining grade. The Contractor shall set to late, be broomed or washed down, and an damage sustained on the work of D y 9 1. All electric control valves shall b# the sale ilio and type P y not be up-to-date at the t1se of any observation (refer to .shown on Drawingscap and pressure test all piping under paving prior to the others shall be repaired to Cts orlginJl condttton. Section 3.10 - Inspection Schedule), it rill be assumed no pavtnq work. work has been completed and the Contractor rill be assessed PROJECT: 2. All; electric Control valves shall hav* a manual flus ].09 F1NAl OBSERYA11ON PRIOR TO ACCEPTANCE the cost of that site visit at the current billing rate o1 2. Generally piping under existing walks is dont by jacking. ' the Cit of Rancho Cucamonga. No other observations shalt adjustment. + Bleeder ^9• City 9 LOCATION: Dortnq or hydraulic driving, but whir# any cutting or A. int Contractor shall operate each system in its entirety 10► tM take place prior to O+ymxnt of loaf sssesssent. breaking of sidewalks and/or concrete it necessary, ,t shalt City of Rancho Cucamonga at time of the Final Observation, Ant 3. Provide and install ons Control valve boa for ash electric be done and replaced by the Contractor as a part of the Items deemed not acceptable by the City of Rancho Cucamonga shall 1. The Contractor shall make neat and legible notation% on the SIGNED: control valve. contract cost. PermiSsion t0 cut or break sidewalks and/or be reworked to the complete satisfaction Of the C I I y o1 Rancho record driving progress sheets daily as the work proceed%, AODRISS: M. Control Ya1re t0aea: concrete shall lot obtained from the City of Rancho Cucamonga. snowing the work as actually installed. for *sample, should Cucamonga. No hydraulic Ortvtnq v111 N permitted under a piece o1 equipment lot ,nsUlled to a location that does not PMONE: DATE Or ACCEPTANCE: concrete paring• 1. Tne Contractor shall shot evl0ence to the City of Rancho Ceumonpa match the plan, the Contractor mist indicate that equipment .1. Use 1 1/2• I.D. ■ 11 3/4 round concrete valve bow with that the Cit has received all accessories, charts, record has been relocated in a graphic manner So as to match the ,.Lockable lid for all gate valves. Extension sleeve from 3, Provide for • minimus corer of eighteen (11) inches between drawings. and yequipment as required before Final Observation can valve b�x to gate valve shall be PVC Schedule 40 - 6' mintmum 9 original symbols at indicated in the irrigation legend. The PART 2 - PRmll[Tjj the top Of the pipe and the bottom o/ the aggregate bast fon Occur. relocated equipment and dimensions wilt then be transferred ilio. Volvo Dox shall De similar to Christy it Bow' rale* an electrical conduit to tn* orlgtnal record drawing pian at tn* proper t,me. box with Christy 'fL1O" 11d or approved equal. ,pressure and non-pressure piping installed 2.01 MATERIALS under asphaltic concrete paving. 7.10 OBSERVATION SCNEIxII[ 4. Before the date of the final observation, the Contractor 2. Use f 5.1*l r 17 1/i- concrete valvrectes. V box with Lockable 0. Assem011es: A. Gen*cal: Use only her materials o1 brands and types noted On ltd for all •1#ctrl• :antral valves. Valve loos 1rnJ11 N A. Contractor shalt M r•sponslbl♦ for nottfytng the City of Ranch shall transf*r all iniormatlon Eros the •record drarinq• Drawings, Specilied herein, or approved equals. flmilav to Christy 'B9 Row' with Christy •i190" ltf K Cucamonga in advance /or tot ioltortnq 'observation meetings. prints to a sepia mylar or similar mylar material procured 1. Routing of sprinkler irrigation lines as indicated on the accordin to the tSes Inde used: from the City of Rancho Cucamonga. All work shall be ill 1. ►YC /res%urs Main lin# N pt and rltttngs: approves e0uai Drawings is diagrammatic. Install tints (and various g waterproof India ink and appited to th* mylar by • t•chntcat . . assemblies) to such a manner as to conform with the dotal)$ 1. Pre-]oD Conferenc - 7 days 3. Instan each remote zontro) vaivt _in a %operate valve bow. e p#n made txpr•sfly for use on mylar mat*real. Such pen %hat) 1. ►ref Sure mato I/s# piping for flits 2• and larger, shalt N EJth vo ve number shall De emDofStd on valr! box top with in the Drawings. , be Similar to those manufactured by Rapidograph, Kueff*il i PVC Class 315. 2' tall letters. Branding urit o"'I lable from Nydroscape 1. Pressure supply lint lnstallatton and testing - 11 hours Esser, or Faber Castell. Tne dimensions ina11 1• mad* so of Products. Inc., pho:,a number (711) 639-1150. I. Install no multiple assemblies in plastic items. provide to b# Nstly rfaOaDlt even on the final controll#r chart (s#t I. Class 315 pipe shall be made from an NSF approved Type 1, each assemDty meth Cts own outi•t. 3. AutOmatic controller lnstatlat,on - 41 hours Section p. The ortq,nal mylar 'record drawing• plan shall N Grade 1, PYC compoun conforming t0 ASTM resin Specification N kler leads' i submitted to the Ctty of Rant ho Cvumonga for approval prior Dt714, All pipe aunt mail requirements as set forth is 3. Install all assemblies specified hereto to accordance with 4. Control wire installation - N hours ( t0 the temple H on of the controller tout• iedoral Specification PS-22-70, with an appropriate standard 1, All inkler heads shall be of tM same size, t, and ►espectivt dilate. In abs*nc• o/ a deU,l Orating or !t Otesnslon (S.O.R.) (solr*nt-weld ripe). eelirer saes rate of precipitation with t nester (or Specification pertaintnq t0 a soetiflt item rtqu(rN t0 5. Uterai 11nt and iprinkler installatl0n 41 holetf S. The Contractor shall flaMsien from two (2) permanent rolntt complett the work, perform such work in accordance with best Of rN#nnt#, 1Y1101ng corners, tidtralk, er ref 3• ►►tsswr♦ main Ilse pini ler slift 1-1/2' sad smaller Shall radius) o or, prtssur•, and dlschar slwrn on the standard practice with prior approval of the City of Rancho ' . Int#rtocttons, *tc., the location o1 the tollwl items ^1 drawings and/or speclfled 1n these s al provisions. Cucamon a i. Coverage test - 4i hours feglsning of estabifsaaeet perlN ^g be PVC Schedule 40 with s0lrtnt rtl0ed joints. 9 2. ra heads shall have a serer ad ust nt. 7. f1na1 Observation - 7 days a. Conaectlon to existing rater lines. 4. Schedule 40 pipe shall be made from NSF approved Type 1. y 4. PVC pipe and fittings shall at thoroughly cleaned of dirt, i Grads I PVC compound confOrelnq t0 ASTM resin specificitiesMIT dust and pi%lure be/ore installation. Installation and b. Connection to lwlfttng electrical roc*►. 3. Riser units shah JccordJncf with the solvent reldln methods shalt be as recommended b the pipe f• Mhen observations have been condlecttd ►y othar than the City o1 D17BS. All pipe mutt meet r•qu,rements at set forth 1m detatlf shown on tb 9 y Rancho Cucamonga. Shoe evidence In writing o/ chin and ly whom Federal Speclftcat{on ►S-i1-70. and fitting manufacturer, . t. Wt! walrft• thfSe ObffrratlOn were made. �4Ot%attta f f. PVC toirent-telt fittings matt N Schedule s0. 1-!. 1t-I RSi 4. Riser nip or all sprinkler heads sh t the tame Size s, On Pv[ to metal connections. the Contractor shall work the d. Routln 01 sprinkter rfeafYft 11nef (flmtntlam Ns. as the tr opening to tn• sprinkl#r body. metal tonnect,ons first. Teflon tape or approved equal, C• NO site oDstrvattons rill tawaenct without 'As-W11t' record � CIT 1/ 9 approved co+fontng to ASTM tett protedur# 02466, drawings. In the event the contractor calls for a sit* resit fV0 ��'( , OESCRiPTION OF REVISION PATE A►PROYEO 100' along routing). shall be used on act threaded PvC to ►VC, and on ail S. Solvent cement and primer for PVC solvent-pelf rep* aha S sprinkler heads of the same type shall be of same thrtadtd PVC to setae g p without *As-Built" record drawings, without completing previously f. SprinRltr control valrea, manufacturer. joints. Light trench pressure It all kv , fttttngf tha11 lot o1 typ# and lnftallation methods prescribed that 1s required. Whir* threaded PVC connections ar♦ noted corrections, or rtth0ut preparing the system for Bald visit. h f. ' Routing of control wiring and locations of all splice ly the manufactrrer. 0 . Identification T t r*qutrtd, use threaded WC adapters Into which int pent may he shall lot is current to for ren rates a the city of portal C I T Y O F RA N C H O C U CA M O N GA N be solvent rf10#d. Cucamonga at his current billing rates per lour portal to portal Q12UL W. boxes. (plus transportation costs) for inconvenience. No further site 44 7. All ►VC pipe must boor the following markings: 1. I.O. toys for electric control! valves shall be manufactured v,stts rill De scheduled until this charge has beta paid and 4iE et rethane Lehr Desopon. Use Christ s standard to E. iace: All lints shall r m a mtntmum clearance o/ 1 I +v a. Manufacturer's naN � y� q tr*eve (12) inches from NCA other and from 11nes of other received. hot stamped with black letters on yellow background, Tags trades. P4fAIl*1 tine% shall net be installed direct, over one 4 TERRA V S T A 1. Nominal pipe size shall be numbered to match programing shown on th1 y b. Strl-outs for future conntctton. c. Schedule or class another. drawings. Provide ons tag for each electric control talc*. *sfure matingq . MILLIKEN AVE MEDIANS t. Other related #gvtpment as directed by the City o/ *. MSr (National Sanitatlon foundation) approval i. Automatic Controller Rancho Cucamonga. /. Date of extrvston i. Special order tags from T. Christy Enterprises. 1211 Strict END OF SECTION w�a���� Avenue, Orange, G 92667. Ihon* (714) T71-4142. � M#� Install at rtr sanlefactrrtr't fettflectlons. RNott control vaiv*s -...:-.• 1. Cn ra before the dost. of the final ocompletion, tat shall lot connected to controller ,n nllmet,ta, $ IRRIGATION SPECIFICATIONS f. All fellings shall fear the manufacturer's naN or trademarl, ► Yandal Resistant Controller Enclosure: the Drawings. tquonce as Shown as / Contractor shall Otltver the corrected and completed septal material deslgnatlon, size, applicable I.P.S. schedule and to th# City of Rancho Cucamonga. Delivery o1 the sepias rill NSi teal of approval. 1. Controller enclosure shall be of silo and type shorn to the not relieve the lontractor of the responsibility of irrigation drarings and trrtgatlon detail sheds. C. Nigh Voltage Miring for Avtometic Controller: furnlinlng required information that may bi omitted from the C. me (tpn_►restlert lateral lin* 11ping: I LEWIS HOMES prints 2. A backboard shall be secured to the controller enclotYr• 1. 120 volt power connection to the svtdaatic controller shall 1. Non-►rtswrt pureed iaterai 11nt piping shall be PVC SchNlele housing to prorid# a base for mounting tM sutomette be provided by tha Contractor. C. Controller Charts: 40 with solvent-r#ld joints then installed in planting areas. sprinklDAT !. All electrical work shall conform to local Cates. KdiesecN. 1. As-built drawings shall N approve# by the City N Rancho 2. Non-prtsslert lateral lint ripen00 /nfta11t0 Yoder waxed arae 3. A 117 volt duplex Dox shall M provided with and On/Off and lea on authorities having jurisdiction. CITY E N GINE E RC.E NO.Z4 7 5i ClecJmonga be/ore controller Charts are prepared. Shall be PVC Schedule 40 with totvMt vt1dN joints. switch, and 117 volt receptacle. Hotel conduit shall two from the 117 volt supply to the controller housing. All N. Remote Control Valves: 1 2. Prov10* ono Controller Chart Ser each controller flerN1N. 3. Pipe shall be made from NSF approved. T e 1, Grade II PVC power within the housin snarl be DESIGN RECOMMENDED rP 9 Properly phased. (71 compound conforming to ASTM resin specification 01714. All 1. Install rh#re thorn on the Creole". Mon grouped togethat, �.a .3. The chart shall show tho area controlled by the automatic pipe must matt requirements amt forth to itd•ra1 4. A terminal strip shall be provided, clearly indicating. the allow at least twelve (12) inches between ,Jives. In%tail MC errtu Comem Ltd L- cont►o11•r and shall k tM maximum s1:t which the controller Specification PS-22-70 with an appropriate standard dimentlos proper points of connection of ail approprlatt wiring mach remote control valve 1n a separate valrt box. DRAWN ��,750 EAST DEERE AVENUE S HE E T door rill allow. rade. (eta Hon valves, master wort, common, central control.) 1. isle:Pring of syft»: LP SANTA ANA CA 92705 1 7 2rJ I 4. The Chart is to lot a reduced Iraring of Me mesial Installed f. Except as notes In paragraphs 1, ! aha 3 of t•ctton 1.011. •- ' System. Nowever. is the event the controller sequence it all requireesnt$ row non-pressure lateral lime pipe and 1. After all her sprinkler pipe lines aha H Ctrs art 1n place PHONE (714)250-4822 -� �� not 1♦ lble inch the tout 1s r*duces, it shall h fittings Shall be the same as for solvent-wlf pros%lett main -11 enlar edgto a slit that rill 1 nadabl* when rNlecN. line pips and fittingat s*t forth to section 2.OI1 of those and conn•ctN, all necessary diversion work Ms lea CHECKED DRAwIN�i NO 1 completed, and prior to instJllatton of sprinkler heads, the R C E NO . Specifications, control vairea that1 lot opened aha Iult ANd of ester iced is D.D. ACSANO �z 6fS-I f flush out the syst*m. • GATE FILE NO l . SHEET / OF.. oz2mww­� I PLANTING KEY TREE LEGEND SYMBOL BOTANICAL 'NAMECOMMON NAME TY. S PAC I ti.: SIZE REMARKS RESIDENTIAL L--r SEE PLANT LIST OR LS LI QUIOAMBAR STYRACI FLUA 25'O.C AMERICAN SWEET GUM z -36" BOX DOUBLE STAKE 3611 . LEGEND O _ " „ MIN . 3 24 BOX DOUBLE STAKE 24 5 I SIZE OF PLANT MATER IAL GALLON OR BOX SIZE PC • PILUS CANARIENSIS 25'O.0 CANARY ISLAND PINE L -36" BOX DOUBLE STAKE 36" UA� . o " Q ITITY �F PLANT MIN I -24 80X DOUBLE STAKE 24" MATERIAL _ Note: A11 dashed trees to be future .15 gal. FINANCIAL NOTE: REFER TO SHEET 6 FOR SHRUB LEGEND W PLANTING ;DETAILS a SHEET 2. FOR PLANT I NG SPECIFICATIONS,� SYMBOL BOTANICAL NAME COMMON NAME TY. SIZE, PLACEMENT OF TREES SHALL BE Q_ SPACING APPROVED 'BY THE CITY INSPECTOR. - , _, t' DB , , , DIETES BICOLOR FORTNIGHT LILY 1Z -5 GAL. @ 3 FT. 0,C. RESTAURANTS HH, ;^ HEMEROCALLIS HYBRID DAY LILY YELLOW 145 1 GAL. @ 2 FT. O.C. y v _ JH JUNIPERUS HORIZONTALS 'WILTONII I BLUE CARPET JUNIPER �?,(p 1 GAL. @ 3 FT. 0.c. PT PITTOSPORU14 TOBIRA 0t *tgU WHEELER'S DWARF _ _ k 5 GAL. @3 FT. 0.C. NO NANDINA DOMESTICA ' •� HARBOUR DWARF 100 5 GAL, @ 2 FT.. 0.C. HARBOUR DWARF' • TJ °° TRACHELOSPER14UM JASMINOIDES STAR JASMINE /4I 1 GAL. @ 3 FT. 0.C. N GROUND . COVER LEGEND PLANTING LEGEND -� .. USE A 4 THICK COVERING OF � 1� . ESP. ESPALIERED CO�GRIND SHREDDED MULCH AS MFG. AND SUPPLIED BY BLUE RIBBON GAL. GALLON CONTAINER NURSERIES, ORANGE, CALIFORNIA (114); 633-3666, OR CITY APPROVED G.C. GROUND COVER EQUAL. NOTE: CONTRACTOR SHALL SU'IT A ;SAMPLE PRIOR TO PURCHASE FOR HTC GROUHEIGND APPROVAL BY CITY INSPECTOR. L.A. LAHDScAPE ARCHITECT L.C. LANDSCAPE CONTRACTOR MIN. MINIMuM M.T. MULTI-TRUNKED CONTRACTOR TO NOTE THAT NOTE: CONTRACTOR SHALL PLANT ALL TREES O.C. ON CENTER WITH ROOT BARRIER PER CITY STD. DETAIL! RWO. REDWOOD ALL DASHED TREES TO BEISGA _ s.L.A. SELECTED BY L.A. INSTALLED AFTER A6MIN. OFA5YFT. FROMOHARDSCA E SHALL IS LL BE SPEC. `�Ff;Cli•iEN INTERSECTION IS SIGNALIZED . PLANTED WITH ROOT BARRIER APPROVED BY SP. VPREf:U THE CITY INSPECTOR. _ r HOSPITAL 1 ":20' r� RESTAURANTS FINANCIAL RESIDENTIAL r _ HH - 2"1-1 _ TJ J H i-Isr, AN _ 3 _ E _ V �� i MO oo 0, don J 0 N 0 -�. .. MILL _ - . I 4� -j \ oo 0 0 °.•e. a e• . HHo .epevo° °i e•°'O� ��1�\�� ���\�;fr-�+ oe es.�eepO o°o . o e� 01- e .�°ee° ��,4�f-I HH r � I e o °ee°ee a°• eo oo o e° ' > 6I 3 yhA HH NO Z mio I o iLL DESCRIPTION OF REVISION PATE ciTr A►►ROVEO CITY OF RANCHO CUCAMONGA 4 TERRA VISTA :• ' MILLIKEN AVENUE MEDIANS tfit r� . ___ PLANTING PLAN 10:201 EiIVIS HOMES \FoKN1A [AN�s`q APPROVEo 8Y: - - a►T q a-f r MEDICAL OFFICE o M. sq F x / HOUSING �� IT` �``' �Q. �� `` CITY ENGINEE RC.E N0.24� 175 UNITS 7 �P'A Y ? `�" Z ,�~, 00 erre19 A 83 ACRESO � 0 DESKi11 �•r •` ' T.�.�.� RECOMMCNDED ).0 D.U. r ��, �°° i LIC. Nfl 12>a3 ? 1_l�iVO 1_.l>� LIQ cand ,r• _ L J g DA I DAAN►N FIN ME[SI�A - - c n 1750Eas DwmAvmw SHEET 31.0 A / , .Sal*Ana, CAWM OF AMU OF CAL���� CHECKED (M)2W-4 W Fm 75'2-2 DRAWING NO. � R.0 E NO � i FOOTHILL t DATE FILE NO SHEET , 0F.&2 NOTE: CONTRACTOR SHALL PLANT ALL TREES PLANTING LEGEND WITH.ROOT BARRIER PER CITY STD. DETAIL, (605a). ANY TREE WHOSE TRUNW, CENTER IS ESP. ESPALIERED A MIN. OF 5 FT. FROM HAROSCAPE SHALL BE . GAL. GALLON CONTAINER I PLANTED WITH ROOT BARRIER APPROVED BY G.C. GROUND COVER THE CITY INSPECTOR. HT. HEIGHT 1 ' L.A. LANDSCAPE ARCHITECT 1 L.C. LANDSCAPE CONTRACTOR TRACT 13270 CONTRACTOR TO NOTE THAT MIT. MULTIMINIMUTRUNKEO ALL DASHED TREES. TO BE 15 GAL 0.C. ON CENTER RWO. REDWOOD I ST AFTER S.L.A. SELECTED W.L.A. INTERSECTION IS- SIGNALIZED . SPEC. SPECIMEN N SP. SPREAD r Ti AVENUE a'' = PLANTING KEY HH J H LI L.g i•3`'' M IL Is T`J PT ��� 9-4 S-f fftr ell — � LT LEGENOANT LIST OR SIZE OF PLANT MATERIAL w e0 0 0°0 0 e w.., .;y y r:w .S opium ° •°•o:eo° �e ° ° ,� — GALLON OR BOX SIZE _ VT TITY OF PLANT R IAL z4,i 36 Iow pill- NOTE: REF R TO SHEET FOR Mm PLANTING DETAI LS a SHEET z¢\ ••e • e ND PT HH FOR PLAN I IIG S PEC I F I CAT I ONS, PLACEMENT OF TREES SHALL BE 3` TJ APPROVED +BY THE CITY INSPECTOR. -s GROUND . COVER LEGEND JH �_ ( USE A 4" THICK COVERING OF "GoA*,')F GR I NO" SHREDDED MULCH AS MFG. ANO SUPPLIED BY BLUE RIBBON NURSERIES, ORANGE, CALIFORNIA (714) 633-3666, OR CITY APPROVED EQUAL.— NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR TO PURCHASE FOR YMCA APPROVAL B( CITY INSPECTOR. TREE LEGEND 1 ":20' - SYMBOL BOTANICAL .NAME SpACj,H� COMMON NAME gTY. SIZE REMARKS dl LS � LIQUIDAMBAR STYRACIFLUA 25'O.0 AMERICAN SWEET GUM z -36" BOX DOUBLE STAKE 36" r _ MIN —?4" BOX s �ql DOUBLE STAKE 24" TRACT 13270owl r PC • PINUS CANARIENSIS 25'O.0 CANARY ISLAND PINE 1 -36" BOX DOUBLE STAKE 36" r -24" BOX DOUBLE STAKE 24" r MIN �r Note: All dashed trees to be future 15 gal . . AVENUE 1S�V�Ta a �. � PT J NC 3 JH GG T� �. 3•f � � r_� _ r IN HH ;o •• a •e ; . •° • ••:c° ;.•.,�°°;° • eo MILLIKE r z-�,4 �9ee ee .e • °•a °° � ° o e. °° Ip 11 � .,. o o° ° . • oQ •• a e•e°e °ooe°e•o• , e•r ° ° ° eo • • °° • •eo 0 oe •°• ••e r oe o e .• o0 •r �,,,,r^r.. „•rl.. .l`'• 3611 —-- ` _— ' _ �.. ---- P T E', W rW s PG TJ p� -s _ 1HIWO I„ 1 J„ I..I r V ~ r r _ HH Q•I r r _ DESCRIPTION OF REVISION. DATE CITY CITY OF RANCHO CUCAMONGA r-A20• =Da��.•n► .= TERRA VISTA ` I�YA� ir .Rc 10:20" MILLIKEN AVENUE MEDIANS ETA Nji SHRUB LEGEND ACr •;�—' ;�;� .010 7° au` - - ISE PLANTING PLAN ...cr r. SYMBOL BOTANICAL NAME: COMMON NAME �_ SIZE SPACING onlw L.EWIS HOMES 1'('OENSIT �cN �C� ^. LfA'D,f�, APPROVED 9Y. DAT OB i;�, r DIETES BICOLOR FORTNIGHT LILY •5 GAL. ! 3 F7. OAC. r: 1`75 a. c: ; M' Sq '�'`'^ ^ UNITS O7 j F�v> r k. Q �Y Z �. j• CITY ENGINEE RICE N0._..�._.� 4 HH. F HEMEROCALLIS HYBRID DAY LILY YELLOW X10 1 GAL. ! 2 FT. O.C. 8s ACRES �;• C °:� fit, `�30.O D.0✓ac. �; . „�,,.., �cc� n �O r = DESIGN i ��� RECOMMENDED JH JUNIPERUS HORIZONTALS WIl70NI BLUE CARPET JUN P R 1 GAL. '- rol:• r» LYQXCmK Lr� l.r..•.... J LIC. Mll I��. / 1 I E 89 0 3 FT. 0.C. f3E3'�D E`NT�A S I .G,` " L LSA uximp PT PITTOSPORUM TOBIRA '� WHEEL R' P 3 �• =• �� �^ MEDICAL AC.OFFICE DATE I if�0tep 2,41 O C' `U- A �T:� n OR MIN -� I E �EJE'A�MN� SHEET T E S DWARF '� 1 5 GAL.. ` �Sar�a Aird,CA 921 NO = NAND I NA DOMEST I CA HARBOUR DWARF 115 5 GAL. ! 2 FT� O.C. J FOOTHILL s �, (Tl4)25ad8A fair f 1 75a- Awi HARBOUR DWARF 7j OF CAL�F� CHECKED RCE NO OR `IG N0. co TJ '•• •• TRACHELOSPERMUM JASMINOIDES STAR JASMINER4 1 GAL. P 3 FT. O.C. DAT[ FILE NO SHEET OE45? i t . SHRUB LEGEND . SYMBOL BOTANICAL NAME COMMON NAME QTY- SIZE SPACING PLANTING. LEGEND DB OI ETES BICOLOR' FORTNIGHT LILY 4Z •5 GAL. 8 3 FT. 0,, C. ESP. ESPALIEREDC. GAL. GALLON CONTAINER HN ^^=' HEMEROC;A1!!)lLLIS HYBRID DAY LILY YELLOW � � 1 GAL. ! 2 FT. O.C. G.C. GROUND COVER HT. HEIGHT- L.A. LANDSCAPE ARCHITECT JH • JUNIPERUS HORIZONTALS 'WILTONI' BLUE CARPET JUNIPER �( 1 GAL. ! 3 FT. O.C. TRACT 13298LANDSCAPE CONTRACTOR L.C. PT PITTOSPORUM TOBIRA WLr�U WHEELER'S DWARF 5 GAL. IN. MINIMUM p_3 FT. O.C.OeC. M•T. MUI,TITRUNKEfl I� NO NANOINA DOMESTICA HARBOUR DWARF 5 GAL. � ! 2 FT.. O.C. O.C. ON CENTER `HARBOUR DWARF' RWD. REDWOODS.L.A. SELECTED BY L.A. Ti ••• •' TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL. ! 3 FT. O.C. SPEC. SPECIMEN W I SP. SPREAD CN 0 ` PLANTING KEY _ HH NUE AVE W - _ pg 3 I-3G'� 'r SEE PLANT LIST OR LTMILLIKEN I � � � LEGEND 5' I SIZE OF PLANT MATERIAL' 9-5 J GALLON OR BOX SIZE v J ►o- I Z _ E 3 z — r QUANTITY OF PLANT — Q MAATERIP � , e,o ,o 0 o e °o• ° • Z to to NOTE:REFR TO SHEET $ FO °° O ee PLANTING IDETAI LS a SHEET FOR PLANT I tIG SPECIFICATION . PLACEMENT OF TREES SHALL BE — ' ND 4-I APPROVED +BY THE CITY INSPECTOR. I'4 5 Ti a- NOTE: CONTRACTOR SHALL PLAMT ALL TREES WITH ROOT BARRIER PER CITY STD. DETAIL, (605a). ANY TREE WHOSE TRUNK. CENTER IS A MIN. OF 5 FT. FROM HARDSCAPE SHALL BE PLANTED WITH ROOT BARRIER APPROVED BY THE CITY INSPECTOR. offis — CONTRACTOR TO NOTE THAT TRACT 13273 ALL DASHED TREES TO 6E1g GA INSTALLED AFTER GROUND: COVER LEGEND 1 ":20 INTERSECTION IS SIGNALIZED. TRACT 13298 1 USE A 4" THICK COVERING OF "64i,Q5a✓GR I ND" SHREDDED MULCH AS MFG. 'AND SUPPLIED BY BLUE RIBBON WEST G R E E N W A Y CORRIDOR. -------- NURSERIES, •ORANGE, CALIFORNIA (114);-633-3666, OR CITY APPROVED' 1 EQUAL.- ' NOTE:. CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR TO PURCHASE FOR APPROVAL BY CITY INSPECTOR. TRACT 14368 J � T l0-i c 10 5 pG H ZI E ENU o�AV �-I - Jtwo b:S ------------ bm _ EN MILLIK - HF • ,•• • •• •e o to • o 0 o • o 0 0 v — r H H LS J H .. N Z H N0 All 113 V I a - , EAST GREENWAY CORRIDOR i DESCRIPTION OF REVISION DATE CITY 1 CITY OF RANCHO CUCAMONGA � _ TERRA VISTA ( � ,�f i rte. YMCA PARK � � � '� ��' F0 - , IM , „ -�.�.. MILLIKEN AVENUE MEDIANS . 4..."w" s ig a43,,,. 1 ,N}ONZECk`l'0 � v`o'P IES • sem. : t�;a Note: All dashed trees to be future 15 gal. . ; ��_ �' ' i -:=:.�� �,3� x PLANTI NG PLAN s V� At—" "s" uiari• LEWIS HOMES j -% tSvNITs ti _3..1 :3:,;C.1SJ:=':,,�1� ` hNIA`FU ( D TREE LEGEND W .A �a� ac ,_ ? __;.� : - 10:20" ":20f ` ,�" ; APPROVED BY' DATE 4..5$�-�dc r{ �jg� ,r:���., ..,- �� @� M• Jq� �<'' CITY ENGMrEE RC.E NO X4953 SYMBOL BOTANICAL 'NAME Sp �'I_ NC CION NAME SIZE REMARKS • PAR IA ' ?� te a ' UC. N(1 12t3 _ �s RECOMM"DEO 1 3 �i.�s?l*`1�/L� 5�(�I �.0 w -� � L J LS LIQUIDAMBAR STYRACIFLUA 25'0.0 AMERICAN SWEET GUM 1 -36" BOX DOUBLE STAKE 36" ._.�:A r! - O MIN -24" BOX DOUBLE STAKE 24" 7R'V'C1A3�$I ° �I DR N►N U �- rMEaslOmA� MET C 8 NITS J 6 M{C4 SM 2 or 2 J 4 15 �i4>_. &: :t;. �. ..-: jai-'a s; PC O PINUS CANARIENSIS 25'O.0 CANARY. ISLAND PINE -36m BOX DOUBLE STAKE 36" e7:'a�'� ;; ¢ vp _ a •. j E OF CALLED co CHECKED oR�n�a No MIN 2 -24 BOX DOUBLE STAKE 24 R.C.E.No is Cm AL_ DATE FILE No SHEET.L.Y_OE29 PLANTING LEGEND TREELEGEND ESP. E S PA L I E R E 0 SYMBOL BOTANICAL 'NAME COMMON NAME QTY. SIZE REMARKS GAL. GALLON CONTAINER G.C. GROUND COVER LS LIQUIDAMBAR STYRACIFLUA 25'O.0 AMERICAN SWEET GUM 1 -36" BOX DOUBLE STAKE 36" HT. HEIGHT O MIN. _ JL -24' BOX DOUBLE STAKE 24" L.A. LANDSCAPE ARCHITECT ' L.C. LANDSCAPE CONTRACTOR PC • PINUS CANARIENSIS 25'O.0 CANARY. ISLAN9 PINE' 4 -36' BOX DOUBLE STAKE 36" HIM. MINIMUM O MIN — -24' BOX DOUBLE STAKE 24" I N M.T. MULTI-TRUNKED IS O.C. ON CENTER Note: All dashed trees to be future 15 gal . RWO. REDWOOD S.L.A. SELECTED BY 'L.A. SPEC. SPECIMEN SHRUB LEGEND SP. SPREAD SYMBOL BOTANICAL NAME COMMON NAME QTY: SIZE F . O,,.C. G PLANTING KEY oe DIETES BICOLOR FORTNIGHT LILY Iq •5 GAL. i{II HEMEROCALLIS HYBRID DAY LILY YELLOW (�� 1 GAL. 0 2 FT. O.C. JH JUNIPERUS HORIZONTALS 'WILTONIBLUE CARPET JUNIPER 105Z 1 GAL. 0 3 FT.. 0:C. L-T LEGEND T LIST OR PT PITTOSPORUM TOBIRA �4�4 Lr It WHEELER'S DWARF � S GAL. 91 FT. 0.C.' I SIZE OF PLANT MATERIAL NO =? NANDINA OOMESTICA HARBOUR DWARF JGJ 5 GAL. ! 2 FT, O.C. GALLON OR BOX SIZE 'HARBOUR DWARF'QUA ' MATERIALIOF PLANT TJ ••• •• TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL. 0.3 FT. O.C. GROUND : COVER LEGEND mp�NOTE: REFR TO SHEETS FOR PLANTING DETAILS a SHEET Z4 USE A 4" THICK COVERING OF FOR PLAN I ISG SPECIFICATIONS. M PLACEMENT OF TREES SHALL BE �R� GRIND SHREDDED MULCH AS MFS. AND SUPPLIED 8Y BLUE RIBBON APPROVED BY THE CITY INSPECTOR. NURSERIES, •ORANGE, CALIFORNIA (114); 633-3666, OR CITY APPROVED EQUAL:" NOTE:- CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR TO PURCHASE FOR APPROVAL BY CITY INSPECTOR. [ION NTRACTOR TO NOTE THAT NOTE= CONTRACTOR SHALL PLANT ALL TREES I L DASHED TREES TO BE 15 GAL WITH ROOT BARRIER PER CITY STD. DETAIL (605a). ANY TREE WHOSE TRUNK. CENTER IS TRACT 12671 STALLED AFTER A MIN. of 5 FT. FROM HAROSCAPE SHALL BE ..� TERSECTI ON I S SIGNALIZED . THEPLATEDCIT WITH ROOTECTO BARRIER APRROVED BY THE CITY INSPECTOR. - - W - > AVENUEo� ; NN �,. T.J �� H MILLIKENN - C� HH s (i> zt� 02- pr 9-S I-36 -S 0010 UA '� ul e . e . . . . . . . o • ° e .-•°°�•a• r W —rz :6 oo h °e.o ••, .eo a .. .r �...-;:. � ui .h /.-. M /•. •. e•o ••00 •.e oo . • e o ° -O-° • a •• - •• -°O�.e - epp_ ...w�.I.. M • • • O • e • 00 • 0. .- °° O e0 ° O .e • • • • • • ••• ••• •• • 00 .-. • O ,O • Op 0• 00 O O p p • • O O O .p • • O W - a / = Z J H -I FG 6"�s4 HH PT _ 10 4-.Ul — O N D 18�s zl•I — � g ss TRACT 14421 DESCRIPTION OF REVISION DATE CITY .� A011E0 CIFE > ¢ - � + a r OF RANCHO CUCAMONGA PARKWAY � CITY TERRA VISTA 1f �` _ ©` MILLIKEN AVENUE MEDIANS P W VR.LA4E • ti TOWNNOUSE/DUPU TRACT 14421 ` 4a4t)NiTs PLANTING PLAN :. : LEWIS HOMES `P`�EphNU l�tNos APPROVED BY: DATE • . ;� ��° �,�� M. SA`�t F CITY ENGINES eW dQR.C.E. N0. X4953 DESIGN �� �• RECOMMENDED Or LIC. "0 12P.3 = � N�, LTD L. J LMnC.�eA1 !elriq 1I':20' oAiE r OR wN i __)o E0gl SHEET E OF CA01�� CHECKED DRAwI^IGLNO� .t DATE FILE NO /Z 6 c MEN 11 SHEET. OEZ TREE LEGEND SYMBOL BOTANICAL 'NAME SPACING COMMON NAME QTY. SIZE REMARKS TRACT 13351 / LS LI QUIOAMBAR STYRACI FLUA 25 0.C AMERICAN SWEET GUM z -36" BOX DOUBLE STAKE 36" O MIN . 3 -24" BOX DOUBLE STAKE 24" PCO PINUS CANARIENSIS 25'0.0 CANARY. ISLAND 01141E6 _36" BOX DOUBLE STAKE 36" y MIN S 24OUB �" BOX DOUBLE STAKE 24" Note: All dashed trees to be future 15 gal . W r r ' r >0 SHRUB LEGEND AVENUE MILLIKEN a � � ' SYMBm BOTANICAL NAME. _Comm NAME SIZE SPACING N— H H DB DIETES BICOLOR' FORTNIGHT LILY 1 •5 GAL. ! 3 FT. 0,C. _r = HH• HEMEROCALLIS HYBRID DAY LILY YELLOW 1 GAL. 12 FT. D.C.0 N O 'lq LS 3 �:4 = JH JUNIPERUS HORIZONTALS 'WILTONI' BLUE CARPET JUNIPER 1 GAL. Q — 13 FT. O.C. •:• •: ° ° ° ° ••�•:e ;�..°. • . ;;;;••• ••. .- : :. .•' t "'' t �• { 0, PT PITTOSPORUN T06IRA i� r WHEELER S DWARF S GAL. O 3 FT O.C: 4- ,.. � � � - � r— MO =�'•' NAND I NA DOMEST I CA y f '` ♦• Q "'""'='`J `HARBOUR DWARF' ARBOUR DWARF S GAL. ! 2 FT O.C. TJ ••• •° TRACHELOSPERMUM JASMINOIDES STAR JASMINE Zb' 1 GAL. 0 3 FT. O.C. _ JH H 19-f $-1 > _ GROUND : COVER LEGEND p�N i•lNG LEGEND H H Q USE A 4" THICK COVERING OF ESP. ESPALIERED "Gaasl?, GRIND" SHREDDED MULCH AS MFG. 'AND SUPPLIED BY BLUE RIBBON GAL. GALLON CONTAIRER NURSERIES, -ORANGE, CALIFORNIA (714); 633-3666, OR CITY APPROVED- G.C. GROUND COVER W f EQUAL.` NOTE:- CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR TO PURCHASE FOR HT. HEIGHT APPROVAL BY CITY INSPECTOR. L.A. LANDSCAPE ARCHITECT L.C. LANDSCAPE CONTRACTOR MIN. MINIMUM . M.T. MULTI-TRUNKED O.C. ON CENTER r NOTE: CONTRACTOR SHALL PLAKT ALL TREES RWp. REDWOOD WITH ROOT BARRIER PER CITY STD. DETAIL, S.L.A. SELECTED BY L.A. (605a). ANY TREE WHOSE TRUNK. CENTER IS SPEC. SPECIMEN A MIN. OF 5 FT. FROM HAROSCAPE SHALL BE SP.4 SPREAD TRACT 14421 PLANTED WITH ROOT BARRIER APPROVED BY THE CITY INSPECTOR. PLANTING KEY CONTRACTOR TO NOTE THAT ALL DASHED TREES TO BE15 GA AL INSTALLED AFTER L-r SEE PLANT LIST OR 1 0: 20' INTERSECTION IS SIGNALIZED . LEGEND � ) SIZE OF PLANT MATERIAL GALLON OR BOX SIZE QUANTITY TY OF PLANT MATERTRACT 13 3 5 .1 NOTE:REF R TO SHEETS FOR PLANTING DETAILS a SHEET � FOR PLAID 111G SPECIFICATIONS. PLACEMENT OF TREES SHALL BE APPROVEDIBY THE CITY INSPECTOR. _ r r _ _ r . C4 = J HN - Z � � of3 MILLIKEN .I AVENUE IaT TJ PG G- " W 6-c 0 8 N D _ 1 _ I� \ A W ••° •° e° ° e • e NINEAND-oft — \/ o� 01 v Z • iv� ` / \/ / • •° •• •• •i•••• , •• ••• • • .•• ••• • • °• •• ° •• • •• •• • • •• a •• .• • •• •• iilrl�•• •• •• ° • •• •• • • o •• ••• • e o • • .• JNo �� owl _ — _ gj \7— DESCRIPTION OF REVISION DATE cItr r A" 0: CITY OF RANCHO CUCAMONGA TERRA VISTA ►w=xMwt► r TRACT 14421 'j°'`_ ' MILLIKEN AVENUE MEDIANS snow" - `�h ~ ' ""U" PLANTING PLAN T0% NHOUSEF✓DL TRACY 14421 ;,Nu► APPROVED BY l N EWIS HOMES DAT sus uMrrs AEU A �} a,. S ACR" `p� os�• : - A ��' / ,a.�D.u./Aa CITY ENGINEE RC-E N0. 24953 V z OESWN —� �—• T� REComucko 0 LIC. � ?t .AND; I l.d s OAtE �� OR�A1�N �'- �B�fw SHEET Owfid •• �� OF CAL��O�N CHECKED . 71� FmORANI`IG NO R.0 E NO OATS FILE NO S H E E T.ZJzAAEAIFS TREE LEGEND SYMBOL BOTANICAL 'NAME COMMON NAME QTY. SIZE REMARKS LS LIQUIDAMBAR STYRACIFLUA 25'0.0 AMERICAN SWEET GUM ., t -36" BOX O MIN . : 9t 1 -24" BOX DOUBLE STAKE 24" PC O PINUS CANARIENSIS 25'O.0 CANARY ISLAND PINER _36" BOX OFFICE PARK / 0 MIN 2-" BOX DOUBLE STAKE 24" Q -3 1 1 *A&-1 Note: All dashed trees to be future 15 gal. - — 0 cc SHRUB LEGEND W SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE SPACING Z - DB i:'•-:► DIETES BICOLOR' FORTNIGHT LILY 7Z.. •5 GAL. ! 3 FT. 0r C. W HH• ^^ HEMEROCALL I S HYBRID DAY LILY YELLOW 2 3 1 GAL. ! 2 FT. 0.C. AVENUE (A JH JUNIPERUS HORIZONTALS 'WILTONI' BLUE CARPET JUNIPER 9 1 GAL. ! 3 FT. O=C. MILLIKEN Q - PITTOSPORUM TOBIRA 4� 3 /J7 , M PT -. , a WHEELER'S DWARF S GILL. !'3 FT. 0.C. W I NO � NAR90R DWARF' HARBOUR DWARF 172, S 6A.. 12 FT, D.C.0 NH "HAU + 45-I TJ •'• •° TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL. !:3 FT. 0.C. GROUND: COVER LEGEND PLANTING LE END _ •- ; ee USE A 4" THICK COVERING OF ESP. ESPALIERED •- .• ..• � •• •� . ,° GRIND" SHREDDED MULCH AS MFS. AND SUPPLIED BY BLUE RIBBON GAA. GALLON CONTAINER H H NURSERIES, -ORANGE, CALIFORNIA (714); 633-3666, OR CITY APPROVED' G.C. GROUND COVER EQUAL.- NOTE:• CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR TO PURCHASE FOR HT. HEIGHT '}q-I APPROVAL BY CITY INSPECTOR. L.A. LANDSCAPE ARCHITECT L.C. LANDSCAPE CONTRACTOR MINIM - MIs, MULTIUTRUNKED O.C. ON CENTER �-I 3 NOTE: CONTRACTOR SHALL PLAKT ALL TREES RWO. REDWOOD WITH ROOT BARRIER PER CITY STD. DETAIL S.L.A. SELECTED BY 'L.A. (605a). ANY TREE WHOSE TRUNK, CENTER IS SPEC. SPECIMEN A MIN. OF 5 FT. FROM HARDSCAPE SHALL BE SP. SPREAD PLANTED WITH ROOT BARRIER APPROVED BY THE CITY INSPECTOR. PLANTING KEY CONTRACTOR TO NOTE THAT ALL DASHED TREES TO BE 15 GA PM 12602 INSTALLED AFTER LT SEE PLANT LIST OR .;}; LEGEND INTERSECTION IS SIGNALIZED. �. I SIZE OF PLANT MATERIAL GALLON OR BOX SIZE QUANTITY OF PUNT MATERIAL 1w:20 NOTE:REF R TO SHEET 8 FOR PLANTING IDETAILS a SHEET M. _ TRACT 14150 FOR PLANTING SPECIFICATIONS. PLACEMENT OF TREES SHALL BE 3 APPROVED IBY THE CITY INSPECTOR. r _ _ r _ . W 3"+-V vp7 -z4 N z >. 6 r N . a H p� MILLIKENAVENUE s Ono see emil UAW 0 em_ �c _ W .� .+1. •• • •. • •• • .• • •• •• •• •• see o � � � �i ..w•.. ",r.. • ••• •• W _ a r : . ....:. °. y ° . . . . . .• . •• . .. • .. . •.• ° e° ° eo W �` Smile .°. Z _ � _ r J ND („�— � am _ > _ -. N D 3zS = _ _ 60 — = a HND ►-� =S _ r . Q — r_ H TY DESCRIPTION OF REVISION owTe � c _ W 3 I-���. _ z•z+ _ CITY OF RANCHO CUCAMONGA _ _ TERRA VISTA r _ . MILLIKEN AVENUE MEDIANS r r � / BROAD r w r•-.+.+..�ap .. sAs> = PLANTING PLAN \ CE RK r: LEWIS HOMES PM 12602 � _ �'� ,,��- �� �. �F��NIA I�� `- �,`_ ,-1 $�'�T, - �P� �s APPROVED 8Y: DATE c`--- - - r� M �q�t 'F CITY ENGINES 4w RC.E N0.124953 + w° v �•l.Ai D LTL RECOMMENOEC d �' :"• UC. N1 128 ►\RKw/'w 175�/Ead�/EA SHEET Z • CHECKED 1��'+I zO^ m F9K�752-mORAMI'IG N0. WHOM & : :�1z65� ;'e• vn w/!r: OF CALLA ILC E no _ DATE FILE NO /� �� �� • SHEET OF Z CONCRETE B. Two and one-half (2-1/2) gallons of water per cubic yard, shall Finish grading for planting, soil preparation, fertilization, planting, & FER 111 IZERS AND SOIL CONDITIONERS B. All pits for trees shall be dug square with bottoms level, the 22. SHRUB AREA MAINTENANCE be withheld from the mix at the plant, and all or a portion may maintenance, inspection and certifications, guarantees, clean-up, length of sides and depth equal to two times the diameter of be added to the mix at the job site as directed by the Inspector. staking, and miscellaneous allowances. 1. SCOPE Samples of all soil amendments, planta shall be submitted for the tree ball. Compacted soils at sides and bottoms shall be A. Watering - New planting shall be watered once per day for The concrete shall be mixed at least 5 minutes after such water inspection and store on the site until furnishing of materials is loosened by scarifying or other approved method. Pita shall two (2) weeks after installation. Reduce watering to every Furnish and install concrete work complete as indicated on the is added and not less than 3 minutes of this time shall be 2. APPROVALS completed. Delivery may begin u approval of samples or as be backfilled with "prepared soil", thoroughly settled immediately prior to the discharge of the batch. Total mixing P rY Y E P� PPr P 8 y � other day for the next two (2) weeks. Water thereafter drawings and specified including: directed by L.A. and the City. water application. three (3) times per week until final acceptance. time after adding original water shall be it least 15 minutes. A. All sprinkler work shall be inspected and approved prior to A. Furnish and set all reinforcing steel, bolts, and anchors. ti:-, start of any work. A. Organic fertilizer shall be processed sewage sludge with a C Set plants in center of pit, in a vertical position, so that B. Fertilizing - Fertilize three (3) weeks after planting with S C Concrete which is not placed within 90 minutes after lite minimum content of 1% nitrogen and 2% Phosphoric Acid crown of ball will be level with finish grade after allowing pounds 16-6-8 per 1,000 sq. ft.; fertilize thereafter every introduction of cement and water, and concrete which has stood B. Prior to excavation for planting or placing of stakes, locate B. Install all items required by other trades which are to be cast P 8 P E similar to "Nitrohumua". Method of processing shall not for watering and settling and shall bear the same thirty (30) days. shall not be used for 30 minutes after leaving the mixer, . all utilities, electric cables, conduits, sprinkler lines, heads, into concrete. P destroy normal bacterial content. relationship to the finish grade that it did to the soil surface valves, and valve control wires, and all utility lines so that in the container. C Disease and Pest Control - For control of slugs and snails, 2. GENERAL 6. CONVEYING AND PLACING proper precautions may be taken not to damage such B. Nitrogen stabilized sawdust shall be the bulk, with the apply pelletized tricalcium arsinate 5% by weight and improvements. In the event of a conflict between such lines following nitrogen content based on dry weight: Dt Prepare depressed water basin as wide as plant balls at each mataldehyde 5% by weight as per manufacturer's All requirements of subsection 3.31 standard specifications for Public A. Before pouring, all forms shall be thoroughly cleaned and made and plant locations, promptly notify the City Inspector who plant. Water thoroughly, backfilling any voids with recommendations two (2) weeks after installation. Works construction, shall apply except as specified herein. tight. The bottom of trenches shall be wet down before pouring shall arrange for relocation for one or the other. Failure to 0.5% for Redwood Sawdust additional prepared planting mix. footings; earth shall not be muddy at the time of pouring. follow this procedure places upon Contractor the 0.7% for Fir Sawdust For control of cutworms and other soil insects, apply Metro 3. MATERIALS Concrete shall not be placed until reinforcements, rough responsibility for, at his own expense, making any and all 1.0% for Bark or Pine Bark or Mixture brand soildrin as per manufacturer's recommendations two hardware, and forms are approved by City. repairs for damages resulting from work hereunder. 14. PLANTING SHRUBS (2) weeks after installation. This product contains A. Portland cement shall conform to ASTM-C150, Type I or Type II. Salinity - The saturation extract conductivity shall not exceed 3.5 Dieldrin, Lindane and Phosphorothioate. B. Before depositing new concrete against old concrete, all laitance 3. QUANTITIES AND TYPES millimhos / cm at 25C. shall be removed, and the surfaces roughened,to expose the A. Shrubs shall be planted in pits at least at greater Exterminate gophers and moles and repair damage. B. Concrete aggregate shall conform to ASTM-C33. in diameter than their ball of earth and at least 12" below embedded aggregate. The surfaces shall then be covered with Plant materials shall be furnished in the quantities and/or spacing as Commercial fertilizer shall be delivered in sacks with manufacturer's Requires PCA recommendations. cement rout, using the specified mix with 1/2 of the course q P E the bottom of the ball. Compacted soil at bottom of pit shall q C Water shall be clean, free from strong acids, alkali, oil or organic 8 E shown or noted for each locations and shall be of the species, kinds, label showing weight and analysis attached to each sack. be loosened and the pit filled with "prepared soil" to the aggregate omitted, 1-1/2" thick. sizes, etc., as symbolized and/or described in the "Plant Material bottom of the ball. When the plant has been properly set, Dt Pruning - All shrubs and trees shall be pinch pruned as matter. Y P P Pe Y » necessary to encourage new growth and to eliminate rank Legend , as a convenience to Contractor and assumes no 9. STAKING MATERIALS the pit shall be filled to the required grade with prepared mpg C Conveying and placing of concrete shall be done so as to prevent po y Y Pe y » sucker growth. Old flowers, and dead foliage and limbs shall Q Admixture for all formed concrete shall be SIKH Chemical C a responsibility for its accurst The Landscape Contractor is to verify soil and thoroughly settled by tamping and watering. " separation of ingredients, and in no case shall the free fall all sizes and quantities. be removed. No major pruning shall be done without the "Plasciment or approved equal, applied in strict accordance with q A. Tree staking shall be as per detail. manufacturers directions. exceed 6 feet. Tremies shall be used as required. Surfaces of B. Prepare a depressed water basin as wide as plant bails at approval of the city maintenance inspector. concrete shall be kept reasonably level, with a minimum amount 4. VERIFICATION OF DIMENSIONS AND QUANTITIES B. Ties for holding trees shall be as per detail. each plant. Water thoroughly, backfilling any voids with E Reinforcement: reinforcing steel ASTM-A15 and ASTM-A305. of concrete being allowed to flow after being placed. Placing additional prepared planting mix. E Weeding - All planting areas shall be kept weed-free at all Wirefabirc: ASTM-A185. shall be performed as a continuous operation until each section is completed. Dimensions are approximate. Before proceeding with any wort, 10. GRADING AND SOIL PREPARATION off site.W�s shall be dug out by the roots and disposed of F Forms Contractor shall verify all dimensions and quantities and shall 15. CARE OF PLANTS BEFORE AND DURING PLANTING EX Concrete shall be spaded and vibrated with mechanical vibrators immediately inform L.A. and City of any discrepancies between the A. Contractor is to finish grade to within 1/10th of a foot or 1" Upon completion of the 180 day maintenance period, the to a maximum subsidence, without separation of ingredients. drawings and/or specifications and actual conditions. No work shall below paving where paving exists. Plants shall not be allowed to dry out before or while being planted. Contractor shall fertilize per 22-B Shrub Area Maintenance (1) Lumber shall be "construction grade" leastdougs fir. The movingof concrete b vibration will not be permitted. be done in any area where there is such a discrepancy until approval Keep exposed roots moist by means of wet sawdust, peat moss or (2) Plywood used for forming shall be at least 5/8" thick, and y of these specifications. for same has been given by L.A. and City. B. Moisture content - The soils shall not be waked when the burlap at all times during planting operations. Do not expose roots to edge sealed. 7 GROUT moisture content is so great that excessible compaction will the air except while being placed in the ground. Wilted plants, Cl Expansion joint filler shall conform with ASTM-D1751 5. INSPECTION occur, and not when it is so dry that dust will form in the whether in place or not, will not be accepted and shall be replaced at air or that clods will not break readily. Water shall be the Contractor's expense.A. Grout shall be composed of one part Portland Cement and two � 23. GUARAN'T'EE AND REPLACEMENTS(premolded). parts of fine aggregate by volume. Materials shall be mixed dry A. All inspections shall be made by City. Contractor shall applied if necessary to provide ideal moisture content for and water added just sufficient to make the mixture flow under tilling and for planting. 4. CONCRETE j request inspection at least two (2) day: in advance of 16. WATERING BASINS A. All shrubs shall be guaranteed by Contractor a: to growth its own weight. the time inspection is required. C Preliminary Gradin: - Preliminary Grading shall be done is and health for a period of ninety (90) days after completion A. Quality such a manner as to anticipate the finish grading. Excess Construct a firmly compacted mound of soil around each of the specified maintenance period, and/or final acceptance B. For dry tamp cement grout, a minimum of water shall be added B. Inspection by the City and/or observations by the L.A. will tree and plant to form a watering basin at the edge of and by the city. All trees up to 20" box size shall be guaranteed to the mix so that when wet sample is squeezed hard in the be required for the following arts of the work: soils shall be removed or redistributed before application of P E E b Contractor to live and row in an acceptable upright (1) Contractor assumes responsibility for the design mix and P q g P fertilizer and mulch. Where soil is to be replaced by plants following the shape of the planting pit area. Mounds for y E � hand, surface moisture, but no free water, shall appear on the trees and for shrubs from 5 gallon or larger containers, position for a period of six (6) months after completion of guarantees the specified ultimate strength as indicated or and mulch, allowance shall be made so that when finish E g the specified maintenance period, and/or final acceptance specified herein. sample. Do not mix more than can be used in 30 minutes. (1) During finish grading and soil preparation grading has begun, there shall be no deficiency in the unless otherwise specified shall be at least 4" high. Mounds � � � specified depth of mulched planting beds. for all other trees, or plants not otherwise specified by the city. Trees in 20" boxes or larger, and all field grown (2) Concrete, minimum 28-day ultimata strength shall be 2500 8. CURING AND PROTECTION (2) Plants, after delivery to site and prior to'planting. shall b 2" h capable of specimens shall be guaranteed by the Contractor to live and e at least high. Excavated earth, if psi. D. Weeding - Before and during preliminary and finish grading, retaining water, may be used. Any settlement within the grow in an acceptable upright position for a period of one A. All exposed surfaces of concrete shall be protected from (3) When shrubs, and trees are spotted for planting, but basins retaining water shall be refilled to the required rads (1) year after completion of the specified maintenance all weeds and grasses shall be dug out by the roots and g q f damage due to temperature, elements, and construction planting holes are not excavated. with prepared soil, and additional nitrogen stabilized period, and/or city acceptance. (3) Ready-mixed concrete shall conform to ASTM-C94. disposed of off site (except those weeds and grasses not of , operations. the perennial type, less than 2-112" high and not bearing sawdust worked into the surface as required to restore the B. Proportions and Consistewa (4) Specimen trees at source, before delivery. seeds, which may be turned under). Oats more than 2-1/2" mulched condition. B. All plants that show signs of failing growth at any time B. Cur1ngduring the life of the Contract, including the maintenance high and not bearing seeds may be turned under. Perennial (5) Planting areas prior to planting. period or those planta injured or damaged as to render them (1) The proportions of aggregate to cement shall provide a weeds and grasses to be removed include, but are not dense mixture which will readily work into all corners of the (1) All exposed surfaces of concrete shall be protected from limited to the following: 17. WATERING unsuitable for the purpose intended, shall be immediately forms and around all reinforcements without any premature drying and freshly placed concrete shall be (6) All landscape construction items, prior to the start of the replaced in kind and size at the expense of the Contractor. protected against wash by rain. All concrete shall be kept 180 calendar day maintenance period ("Final Inspection"). segregation of the materials, cause excess free water toNut gra:: Puncture Vine Dallas Grass Mustard Plant A. Immediately after planting, water shall be applied to each wet for a period of ten days after placing. In order that C. Contractor shall, within 5 days notice by the city, remove collect on the surface or cause excessible bleeding of the Alfalfa Johnson Grass Wire Weed Morning Glory tree by mean: of a hose. The water shall be applied in a forms. curing water may reach both surfaces of walls, the forma (7) At completion of 180 calendar day maintenance period and replace all guaranteed plant materials which for any St. Augustine Grass moderate stream in the planting holes until the material shall be loosened and water shall be poured over the tops of ("Final Maintenance Inspection"). reason fail to meet the requirements of the guarantee. (2) The recommended practices of the American Concrete about the roots is completely saturated from the bottom of the walls and allowed to run down between the concrete replacement shall be made with plant material as indicated Institute shall be followed in all applicable procedures. The E All planting areas shall be scarified to a depth of 12 inches the hole to the top of the ground. and the forms. (8) Reports shall be made for each site observation by the L.A. or specified for the original planting, and all such maximum slump shall not exceed three (3) inches for below grade with the spacing of the ripper teeth no greater footings, slabs on rade, and mass concrete five S inches for and one copy shall be submitted to city and Contractor. replacement materials shall be guaranteed as specified for g g ( ) than 12 inches on center prior to placing conditioner and B. Plants which cannot be watered efficiently with the existing (2) All liquid curing compounds shall be used in accordance « the original guaranteed materials. foundation walls. with the manufacturer's recommendations and shall not be 6. CERTIFICATION fertilizers. All rock and debris more than 2 in diameter water system shall be watered by means of a boss. (3) Concrete Mix Design used on surfaces receiving concrete hardener. shall be removed from the site. 24. CLEAN-UP C Apply water in sufficient quantities, and as often as seasonal Mix 1410 Prior to job acceptance, written certifications shall be submitted to F. Trenches - If sprinkler system is installed after grading and conditions require, to keep the ground moist at all times, Pervious Concrete 9. DEFE1CTTVECONCRETE the city for the following: fertilizing is completed, the upper portion of the backfill well below the root system of planting. Care is to be Upon completion of the work in this section, Contractor shall remove shall be retitled and fertilized to the depth specified for the taken in watering slopes so as not to cause erosion dams all rubbish, trash and debris resulting from the operations; remove Unit weight (plastic) 119.6 pcf A. Concrete which is not in accordance with these cracks, rock cations, out A. Quantity and Quality of Commercial Fertilizer and Organic area required, to conform to the specifications. �' disused equipment and implements of service; leave entire area of line, level or lamb showing structural cracks, rock leets, Fertilizer. involved in a neat and acceptable condition such as to meet the Maximum Aggregate: 3/8 � plumb; 8 � Design Slump 0-1 inch voids, spalls, honeycombing, exposed reinforcing or other 18. TREE STAKING P damaged surfaces shall be consiaered as defective. B. Quantity and Quality of all Soil Amendments called for by C Soil ammendments for bid purposes -�F R ,ZS; approval of the city. W/C/R: 0.39 E Plans and Specifications, and current agrononic soils report. Stake all non-guyed trees at time of planting by placing stake outside 25. SOIL AMENDMENTS A/C/R: 3.92:1 B All fens and irregularities shall be removed from exposed 11. FINISH GRADING rootball in the prepared hole and driving it 18" into solid ground. FOR TURF AND GROUND COVER PLANTING, THE FOLLOWING AMENDMENTS concrete surfaces while the concrete is still green. Where 7. MATERIALS Plant the tree as close to the stake as possible without crowding the SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO A Material: Batch Weight: patching is required, all loose and unfirm concrete shall be When preliminary grading, including weeding and fertilizing, has roots. Fasten the tree to the upper end of stake in at least two places MINIMUM 6" DEPTH BY MEANS OF ROTORILLER OF EQUAL: Cement 600 removed prior to patching. Minor rock pockets and been complete and the soil has dried sufficiently to be readily using cinch ties. 3/8" Aggregate 2350 honeycombing shall be patched with dry pack concrete. Plant materials indicated on drawings and herein specified shall worked, all lawn and planting areas shall be graded to the elevations AMT./1000 SQUARE FEET Water 28.0 gals (see note 4) conform to the following: indicated on the drawings. Grades not otherwise indicated shall be 19. CERTIFICATES Entrained Air 6.0 oz. 10. CONCRETE FINISHES uniform levels or slopes between points when elevations are given. WRDA 79 30.0 oz. A. Nomenclature - Plant names indicated on the drawings Minor adjustments of finish grades shall be made at the direction of In addition to an other certificates s ified, Contractor shall 6 CU. YED.FROTR06ENOSTABILIZED ORGANIC AMENDMENT conform to the "Standard Plant Names" established by the y Pee FIR Flat surfaces shall be screeded to the required levels and slopes and the city, if required. furnish a certificate with each delivery of bulk material statin the CEDAR SAWDUST. Notes: then an excess water and laitance removed. Concrete shall be American Joint Committee on Horticulture, except for names ry E y nursery g plane without source, quantity, and type of material and that the material conforms covered therein, the established custom of the nu is Finish rade shall be a smooth even and uniform compacted with a grid tamper and then floated to a true level to the specification requirements. For bulk delivered organic 15 LBS. 12-12-12- COMMERCIAL FERTILIZER I. Care most be taken when hatchingso that di surface within the tolerance of 1B" glen a 10" straight edge. followed. abrupt change of surface. Soil areas adjacent to buildings to allow a proper dispersal t E E natural run-off of water, and surface drainage shall be directed as fertilizer, the certificate shall also state the volume, net weight, THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF CONTAINER-GROWN of cement will take place during mixing. B Condition - Plants shall be symmetrical, typical for variety indicated on the drawings by remodeling surfaces to facilitate the percent of Nitrogen and percent of Phosphoric acid. For each TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: See plans for concrete finish in landscape areas. and species, sound, healthy, vigorous, free from plant natural "run-off" of water. Low spots and pockets shall be one inch fertilizer and soil conditioner, in containers, a similar certificate or 2. A water reducer @ 30 fl. oz. per yard will aid in the below rade of adjacent pavement of an kind. Gradin shall be invoice shall be furnished stating total quantities by weight and 6 PARTS BY VOLUME ON-SITE SOIL disease, insect pests. or their eggs, and shall have healthy, g j p y g dispersal of the cement. 11. EXPANSION JOINTS normal root systems, well-filling their containers, but not to done when soil is at optimum moisture content for working. volume for each material. These certificates shall be submitted to 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT the point of beim root bound. Plants shall not be pruned AT the L.A. and city prior to the start of the maintenance period. 1 LB. 12-12-12 PER CU. YD. OF MIX 3. An air-entraining agent ® 6 fl. oz. per yard will improve the Placement of expansion joints shall be as directed and determined by E 2 LBS. IRON SULFATE PER CU. YD. OF MIX ANYTIME, and in no case shall trees be topped. 12. METHOD OF PLANTING AND WORK PROCEDURE cohesiveness of the mix. layouts of slab markings noted "E.J." on drawings. Expansion joint 20. PROTECTION THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR material shall be Quick Joint, or approved equal, or as noted in Plains. C Dimensions - The height and spread of all plant material A. No planting shall be done until all operations in conjunction BACKFILL PURPOSES. 4. Water: shall be measured with branches in their normal position, with the installation of the sprinkler system have been Contractor shall carefully and continuously protect all areas included A. Account for deficiswcies or overages from S.S.D. of tie 12, Y FOR BID PURPOSES, APPLY SOIL A14ENOWNTS PER LAB REPORT PROVIDED aggregate and shall be as indicated on the drawings. The caliper of all completed, final rales have been established, the planting in the Contract, including plant materials, until final acceptance of the P 8 P E trees shall be measured 4'-0" above the surface of the areas have been properly graded and prepared as specified, work by the city. BY LEWIS HOMES. B. When properly prepared, the mix should have a sheen All finished concrete work shall be barricaded to pedestrian traffic gond. When caliper of other dimensions of any plant and the work approved by the City. LAB WORK PERFORMED BY SOIL AND PLANT LABORATORY, INC., SANTA ANA on the surface but no drainage and should neither for three (3) days. Barricades shall be laced immediate) after " y P y materials are omitted for the Plant Legend , it shall be 21. MAINTENANCE OFFICE (711) 558-8333, LAB /98125 ON 3/27/87 FOR LEWIS HOMES, crumble nor become plastic when squeezed in the hand. concrete finishing. Contractor shall furnish, place, and remove all of understood that these )ant materials shall be normal stock TERRA VISTA. his own barricades. Contractor shall be responsible for an lama P B. The relative position of all trees and plants is subject to Cement Source: Mitsubishi Cement Co. P� y damage for type listed. approval by the City and shall, if necessary, be relocated as A. Contractor shall maintain a sufficient number of men and to new construction and replacement or repair of the work shall be directed as part of the Contract. adequate equipment to perform the work herein specified. Aggregate Source: Robertson's Ready Mix, Inc. made without added cost to the City. Admixture Source: W.R. Grace Company R Inspection - All plant materials must have been previously Plan maintenance work shall consist of applying water, DESCRIPTION OF REVISION DATE CITY inspected at the nu b the Count Horticultural C All weeding, caring for ants, including shrubs and trees, APPROVED 13. PATCHING � �Y Y Y plants shall be removed teem their container and set so E E PI E C Control Department, and shall be subject to the inspection and that, when settled, they bear the same relation to the fertilizing and control of pests and diseases. approval of the L.A./city before planting. required grade that they bore to the natural grade before CITY OF RANCHO CLICAMONGA If patching is necessary and permissible, a bonding agent such as beim transplanted. Each plant shall be lanced in the center B. Damage to any planted area shall be repaired immediately. The concrete quality, proportions, consistency, etc., is subject to E P P P Weld-Crete, or equal, shall be used. E Plant List - Is indicated on drawings. of the pit and backfilled unless otherwise specified, with the Depressions caused by vehicles or foot traffic shall be filled approval City, and no changes shall be made without prior written b prepared soil. No soil in muddy condition shall be used for with topsoil, leveled, and replanted. Exterminate gophers TERRA VISTA approval by City. F. Sizes of Plants - Shall be as stated on the Plan. Container backfilling. No felling will be permitted around trunks or p g (Requires PCA 14. CLEAN-UP and moles, and repair damage. R stock (1 gallon, 5 gallon, and 15 gallon) shall have been stems. All broken or frayed roots shall be properly cut off. recommendation). M I L L i K E N .A 1[E N U E S. FORMWORK Upon completion of all concrete work and before final acceptance, grown in containers for at least one (1) yew, but not over Contractor shall remove all tools, surplus materials, apparatus, two years. D. L.A. and/or city shall supervise the placing of all plants. C The entire project shall be maintained for a period of 180 A. Forms for concrete work shall be either metal or wood. Forms debris, etc., from the site and the site shall be left in a clean, neat days commencing from the time all items of work have been SPECIFICATIONS.that are warped or that do not have a smooth straight upper condition acceptable to City. G. Substitutions - Substitutions for the indicated plant 'E In the event that underground construction work or completed to the satisfaction of L.A. and City. edge shall not be used. Forms shall be set with the upper edge materials will be permitted provided the substitute of the board true to line and grade and shall be staked rigidly in Pe P obstructions are encountered in the planting operation, lace with stakes set not more than four feet 4 apart so as to materials are approved in advance by the L.A. and the alternate locations for plant material will be selected by L.A. Dt The project shall be cared for in a neat clean condition at all LEWIS HOME P ( ') Pa LANDSCAPE CONSTRUCTION substitutions are made at no additional cost to the City. and city, operation will be done at no extra cost to City. times to the satisfaction of City and L.A. \E�nhlA IANp � •.C�� remain immovable throughout the construction. All forms shall �,P .5�. APPROVED BY: GATE Except for authorized variations, all substitute plant M• q . be approved by City within a tolerance of one percent (1%). materials shall conform to the requirements of these 13. PL,ANTINGOFTREES �`�� ct,F� JAh',� �� CITY ENGINEER RC.E N0. 24953 All materials shall be accurately and separately weighed and 1. SCOPE - specifications. If the accepted substitute materials are of < O ' - %' n DESIGN RECOMMENDED mixing shall continue until the distribution of material is less value than those indicated ors specified the Contract z - uniform and the mass of concrete is homogeneous. The work of this section includes all labor, materials and equipment A. Position plants in locations indicated on drawings and secure LfC. Nil 1.83 I/� Lri►YDtCt� LTD price will be adjusted in accordance with the provisions of approval before excavatio its, making necessary x I \ AIC/MJ required to complete the work indicated on drawings. The work the contract. PP E P E �= O `1 LV shall be performed in accordance with the best standards of practice adjustments as indicated. DATE DRAWN SHEET relating to the various trades and under the continuous supervision � I 1150 Ea�l�elf?AY�INN3 Approved H. Plant Not A - Plants not approved are to be 04- (714)4&nta Ana CA 92705 er5 of a competent foreman, capable of interpreting the drawings andremoved from site immediately and replaced with suitable �. 511-4822 faX(T14)752--2469 these specifications. The work included in this section is as follows: planta. The L.A. and/or City reserves the right to reject A) OF CA���d� CHECKED . NO OR AwI^tG NO. R.0 E entire lots of plants represented by defective samples. DATE FILE NO �� C2�u•� SHEET. zg OF. S.2, . 1 (D POINT OF CONNECTION ASSEMBLY 20. PRESSURE REGULATOR ASSEMBLY (WILKINS NO.500) 30. WYE STRAINER (SALCO NO. DYSF SERIES - REFER TO PLANS) O EMITTER CONTROL VALVE (RAINBIRD EFA-CP-PRS SERIES) 50. MAIN PRESSURE SUPPLY LINE (CLASS 315 FOR SIZES 2" & LARGER) O LATERAL LINE (SCHEDULE 40 PVC) (D QUICK COUPLING VALVE (150' O.C.) O EMITTER DISTRIBUTION TUQING (SALCO CT 125-PVC) O EMITTER TUBING STAKES (SALCO DTS-20-400) ©0 4" MEDIUM SHREADED CHIPPER MULCH. ' >: ©1 MULTIOUTLET DRIP EMITTER (SALCO PC6-2) 3-PLANTS PER EMITTER. 1 OUTLET PER 1 GAL PLANT PLUS 3 REMAINING FOR FUTURE. ©2 MULTIOUTLET DRIP EMITTER (SALCO PC6-2) 2 PLANTS PER EMITTER 2 OUTLETS PER 5 GAL PLANT PLUS 3 REMAINING FOR FUTURE. 'I 1@3 MULTIOUTLET DRIP EMITTER (SALCO PC6-2) 2 EMITTERS PER TREE LOCATION. 6 OUTLETS PER 24" BOX TREE LOCATION REMAINING FOR FUTURE. ©4 24" BOX TREE LOCATION I I I I Z A8III &P ©5 SHRUB LOCATION (5 GAL) ' 33.G 1!G}' I LI Q�Co't4 16 SHRUB LOCATION (1 GAL) 5. i I 17 INLINE PRESSURE REGULATOR(SALCO SR-40 SERIES) I Pn�us cA 4y p ' I � . . . • :, s . S s s s � � � � o 0 0 x x xx s t X t-- A c::D11 - 114 X93 a D D p �, �° O C `-D ft p D O ° ° - - --- O-- - - - - -- — — ° - ° D p O O O ° D 17 DRIP EMITTER SYSTEM! LAYOUT t*s., soP-f-4 �I q or • IImo►ba`na l p6u� See, SOS Ip af: s45. • I"I2.1&&Tl C44 opw toe 466 Shlr_* i' *64 6 OF tS. 1 /4" : 1 '-0" DESCRIPTION OF REVISION DATE CITY APPRMD CITY OF RANCHO CUCAMONGA TERRA VISTA MILLIKEN AVENUE MEDIANS IRRIGATION_. BLOW—UP `�E�KN(A (q��G� LEWIS HOMES wo o0 rn. ,.ear APPROVED BY: DATE409Y4 CITY ENGINEER ' RC.E N0. 24953' DESIGN • F7 7 •`( �* D_ ('b A FRN, L� RECOMMENDED y^ LIC fJ('� ISP' 1.1111 �` I— - I r ✓ � LandscaWArchi&vVv1pbw nq oatE DRAWN ITWEwtfleeneAmw SHEET 25x4822 Am(M)( � —of 25 ( ) • '9I QF C`,�`1'CR I CHECKED 714�X2469 ORAwI'VG NO L RCE NO / ! _ DbP DATE FILE NO _1265 kic SHEET NOPOFz9