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Home My WebLink About1271-L index SHEET NO. SHEET DESCRIPTION T TITLE SHEET Ruffin -1. -L(9 C L�-1 IRRIGATION PLAN 1 4 00 L-2 IRRIGATION PLAN L-3 IRRIGATION RI ATION PLAN L-4 IRRIGATION PLAN 7 CD C7 L-5 IRRIGATION DETAILS L-6 IRRIGATION SPECIFICATIONS L-7 PLANTING PLAN L-8 PLANTING PLAN L-9 PLANTING PLAN L-10 PLANTING PLAN L-11 PLANTING DETAILS L-12 PLANTING SPECIFICATION p Q15 D a o GENERAL-NOTES I. Grading Standards: Sidewalk Max. 8.31 Turf Max. 5:1 0 0 Ground Cover Max. 3:1 2. 3. No trees shall be planted within sewer and water easements. 4. An Fswro4chr"ftt Perm;f 6%411 be ob{ft;ned frvr" 14+s C4,ly&Sivteer- prfor• +a Gonnrnep�c.,n9 Wor)L. . 5. Contractor shall notify the City of Rancho Cucamonga Engineering Department 48 hours (two working days) prior to required inspections at (714) 989-1862. Required inspections include: Prior tore-construct p ion meeting —Prior to backfilling the irrigation system _Landscape grading final-prior to planting _ _Pre-maintenance to be attended by owner's s re res entative an sea a subcontractor, and City representative Final inspection <_ 6. The developer shall provide full landscape maintenance of _-_ ��. �.;,,,�.:�_ _•r,.,-�,. �. ._"..,_.,._... �..._ ._ _,_.-,,:<:.,,. ,-,,.,_____. ,., _, �_ ,___. ,. _,,,__..._,,._...., _; ..,_. <. ,._4- _�... _ .: � = .. ,.�, _.•,.._ _-, ,. _:_�� - all landscape areas for a minimum of !SO days after initial ._ e. City acceptance of project. 7. Specific pre-emergent weed controls to be applied by a State licensed operator. „' Soil Q•+d Plant 8. (alas tary, Inc , will perform agricultural and structural soils tests. Soils testing for agricultural suitability shall be accomplished at the conclusion of rough grading. g 9 g• 9, landscape or irrigation contractor shall verify existing FSI at job site prior to installing landscape irrigation system. Verification shall be made with local Water District. TOTAL PLANT MATERIAL QUANTITIES lo. t strips shall be used between all ground cover/shrub bn turf f areas, 1rF1I�w�ti•�.�+En�f i-,�oi�-;R�•;•e, and wherever public maintenance abuts private maintenance. 11. Upon approval of plans by City, Owner/Developer shall Interior Street Trees: 523 - deliver two signed sets of bluelines to City. Groundcover ieea Milliken Ave. Parkway: 19,920 s.f. 24,089 s.f. 89 12. The contractor is responsible for obtaining building and Milliken Ave. Median: 24,224 s.f. - 85 plowlelpl posmits prior to commencing wall construction and Banyan St. Parkway: - 13,292 s.f. 85 irrigation installation, respectively. Lot A, Lots 32& 33 Tract 13748: 6,443 s.f. 14,668 s.f. 134 13. Lot A, Tract 13857: - 1,524 s.f. - €s- LOtS 9-11, Tract 13857: 1, 2O s. . 10,424 s.f. A15 eerM+ ��- r_ - 1.4 0-_dwaj 3 4ny d hd ar►y_�wasv Lots 5861,Tract 13858: 3930 sf. 11,133 S.f. ® ® 14. Sidewalk layout is conceptual only. Final alignment of Q pmeandering walks shall be approved in the field prior to �j {� � �le - I��IaN� I >_� ' CrT'11r 1L,#A%,N CHr_rK construction by the public Works Inspector and Planning Division. Contractor is responsible for any adjustments necessary to provide full and accurate irrigation coverage, index ma vicinit ma construction le end consultants should the ultimate sidewalk alignment differ from these plans. 15. All trees shall he double (2) staked. No trees shall be FFE. FINISH FLOOR ELEVATION RIM RIM ELEVATION planted in areas less than 31 wide. Banyan St. Parkway 1-y0,11 GFE GARAGE FLOOR ELEVATION INV INVERT ELEVATION ; 16. Treesbe planted rooareas less than five feet (51) wide shad y y PE PAD ELEVATION TC TOP OF CURB TW TOP OF WALL BC BOTTOM OF CURB 17. Work shall be done in accordance with City of Rancho Cucamonga Guidelines and Specifications for Landscape Lots 58-61, Tract 1385 5 =. J BW BOTTOM OF WALL EJ EXPANSION JOINT ENGINEERS. Develope9 nt. P 8 ` W TS TOP OF STEP Si SCORE JOINT A U. 12 I o!� i'`F'�;, _,� rcvv: �p / FG FINISH GRADE MJ MASTIC JOINT ' / RFF`EEW BS BOTTOM OF STEP R RADIUS FUSCOE WILLIAMS LINDGREN & SHORT ��•�.: ^ _ I e Milliken Ave. Parkway a CB CATCH BASIN RDWD REDWOOD 2500 RED HILL AVENUE, SUITE 100 �� T SI G�N+�r�• �..E"z Lot A, Tract 13857 RAc BANYAN STREET p GI� K _ 13 57 DI DRAIN INLET HDR HEADER SANTA ANA, CA. 92705 f2, 1. 1 ::::::: �x.�."r�04 FS FIN ISH SURFACE PA PLANTING AREA (714) 250-1500 2 J U I,I� 3, 1 188-X11 f2rtH Ell ��J c N K z z Ww HP HIGH POINT MIN MINIMUM W ® p F >A NT(TI�E 5 Zvi.,, ��5 W LP LOW POINT TYP TYPICAL iMQ 1 /Ep Qlr o Q U : — OC ON CENTER LA LANDSCAPE ARCHITECT HIGHLAND AVENUI_ (33.60) EXISTING SPOT ELEVATION SC SAW CUT DESCRIPTION OF REVISION 1TY GATE..........TLW ( 19TH STREET 33.60 PROPOSED SPOT ELEVATIONHMO, A��Rovto T A T ]13 h. ��(�S ,o�p summ p CITY OF RANCHO CUCAMONGA N 1.0% GRADIENT IN PERCENTAGE r �o - �► 4:1 RATIO: 4' OF HORIZONTAL DISTANCE PER V OF VERTICAL HEIGHT LANDSCAPE PLANS FOR Lots 9-11, Tract 13857 3 z _ > RIDGE °"" MILLIKEN AVENUE & ` W tot Z 0 GRADEBREAK EOF CAL1F� KANYAN 1 REST � W C DIRECTION OF FLOW I SAN BERNARDINO FRWY. (10) ABS DRAINAGE PIPE APPROVED BY: % OIATE: 1 u CITY ENGINEER / C.E. NO.� ',` S 1NI} �L Q STAINLESS STEEL DECK DRAIN — DETAIL REFERENCE Lot A, Lot 32 & Lot 33, Tract 13748 T A t a (� – a�D DESIGN RECOMMENDED - p / PVC SPEED-D-BASIN DRAIN. SHEET LOCATION Q�Q [ _ PROPOSED CONTOUR FORSM/SUMMERS & PARTNERS, INC. DRAWN SHEET FORSUM/SUMMERS & PARTNERS, INC. I,r 34118 COAST HIGHWAY, DANA POINT,CALIFORNIA 92629 (714)4966111 �(`� 34118 U»SI HCAIWAY,[1kNA RANI."WORNK 91629 VIM 4966111 LANOF �.tJ EXISTING CONTOUR — SECTION REFERENCE _ LANDSCAPE ARCHITECTS, ASLA CHECKED DSCAPE ARCI IITECTSASIA , DRAWING NO HIGHLAND _AVENUE C...'D BERM BUILT UP LANDSCAPE GRADE — SHEET LOCATION i DATE FILE NO 1271 - L l WATER METER LOCATION CONTROLLER LOCATION AOC T METER SIZE RAINBIRD ISC 5 j W MAXIMUM DEMAND 4+ GPM _CONTROLLER W/TERMINAL STRIP STATIC PRESSURE /00 PSI 4 RAWMA5 R R�O7 PjGTAI4- .s o DESIGN PRESSURE 14 PSI !N o�slr�Mt��R-285 c,�,�rr� 1 TO J�f l �-�- p 2 SITE 1 MI° !e'M � L.� fA CHLI S SHEET L-2- CITY GRADIENT EL �1 I LOT i � CITY STATIC PRESSURE 100 W_ lip �r > — — !l Z 2� - Z INDICATES FEBCO 825Y/825 REDUCED ..� W ' PRESSURE BACKFLOW DEVICE. SIZE Z° MILLIKEN -4-a �4. 7v INDICATES WILKINS 500 SERIES AVENUE 40 M Z PRESSURE REDUCER. SIZE 2 _rp.162� 15:110 q t, 8 > Lam' 10 � I �r �r / INDICATES FEBCO 825Y/825 REDUCED �r 2 I I�r I �r IS �M/ rL^r.� PRESSURE BACKFLOW DEVICE. SIZE 2 I I N • % 1 / S E ' ' INDICATES WILKINS 500 SERIES _ PRESSURE REDUCER.SIZE Z" = o= - - 1 o 0 0— Iip A10 ant Im, " - ► _lam �- ' ._ Il vIle ll� ' — _ ' 1t?l� _ —! > > > 1�2� >I le > / W !/ > > > > 1 / r ' ie ' I11� > > 1 a rl2' �/ ' 3 / 1 S —1— — — — l� l� 31f� ! �/ rl1l r3 _ IIrJ w — 2° O---- _ �' v x•ero,rll-s O � ----- O'— � -- --- i 2„ LU ��i i W H 5�. � 12.x. ��. l Uj r �« MILLIKEN AVENUE I j �� ?� 1 tA z I M Ik 5 4� 16+ 1z V _ - E""' GATE VALVE FOR FUTURE STUB OUT. � 1 Ifydreutic Calculation For Control Valva 25�► • GPM — FOR FUTURE MEDIAN IRRIGATION SYSTEM. Loss Thru 2J Water INeter GPM 3 P9 Loss WATER METER LOCATION Loss Thru Backflow Device GPM s PS Logs Loss Thru Pressure Reducer GPM s PSt Loss Loss Thru Lf.of�"Metrntne GPM : PSI Loss Lon Twu I.I.of "Meinnne GPM s PSI Loss METER SIZE �l Lon Thru tf.of "Mairntne GPM s P51 Loss CITY STATIC PRESSURE 100 PSI Loss Tltrn : Val" @+ _WGPM s� PSI Loss I Loss Thru estterp I I Tyr Lf.of GPM s Pal Loss GPM hSt Loss 1-f.of OPM s PSI Loss Lf.of @ GPM s PSt Loos Lf.of @ GPM s PSI Loss I.f.of @ GPM s PSI Loss 1 Lf.of GPM s P�loss . Lf.of �ik GPM . .22 PSI Loss -T Io�LA_ s� I t`'I.I f ✓�� 1 �� Lf.of—@ GPM s PSI Loss Lf.of_@ GPM s PSI Loss I I Lf.of_@ GPM s PBt Los! /� Lf.of— GPM s . PSI Loss f� _ . SUNR SE DR. f.ossrfiOn rwu�ft.of Moveft. s PSI LossJGon �V`� �N SU Mly£� c'SJ TOTAL LOSS ■ � Pal LOU Presstns Avttfisblr -� Pal Ii / aD Tote)Losec pal _ - /1j o _ W Prrssuro at flow: O pal 1 l/7i " " O 1 dR- ,e ' IMIT O - _10 Total System Loss: Pat ,� _ NORTH Reslduel/[?eflctt:�'�. P81 j1f/ I 4 Iti IIZ 1►7i ' a+� " / V �-0 O O _ Date �+ IIf ti > 1 Ili II1i eft- � � � � , , � • > . � iI / �, � � � �" , � �/ � � SCALE: 1"— 201- U,. ��f OF CALIE�RN > > > � > > � II?i I�� 1 W • a 2� V) 4' rti i Q DESCRIPTION OF REVISION DATE It CITY � �l-Ph� G�fi6GK, W 1 W AJUNF, 3� �1a8' ArrlrovEa UJ �, ; VI r1lR--��R r^ CITY OF RANCHO CUCAMONGA i W W i MILLIKEN AVENUE 1 z '\/I�IoN�. - •,�a L " ANDSCAPE PLAN FOR S O MILLIKEN AVENUE & 1 �Q BANYAN STREET APPROVED Y: �. 8 DATE: CITY ENGINEER R.C.E • DESIGN RECOMMENDED ALL VALVES SHALL BE FROM THE RAINBIRD EFA-CP SERIES awn LArAytM%er6&_ DRAWN FORSUM/SUMMERS & PARTNERS INC. SHEET AND ARE TO BEE EQUIPPED WITH T Q A �lYDR OMASTER MOISTURE 31119 COAST HIGHWAY,!YMt+U1 POINT,UUFORNIA 92629 711 1%b111 L- 1 12' I OF SENSOR BY SYSTEMATIC IRRIGATION (1-800-533-5157} PER wvosc� �cl-�IrEcrs, as�.�► CITY OF RANCHO CUCAMONGA STANDARDS. CHECKED DRAWING NO. DATE F ILE NO I 1 1 1 I � i 1 .� D � 1 1 M BANYAN STREET 1 W WI 1 � WI = L' t/1 I u.i cWn W � Iv old _ — — - --s U1 �1 MIT �F W K. Q LIW-1Z I U IFRZA' J 115-e-T , .� F� sl'TE I m �e+�-r s NORTH SCALE. 1 " = - v Z z 09 _ C OF RK T 0 { 0`1 EGT" �`I�`t-�- 1'� SI-�t� IMPtT IRRIGATION NOTES: Contractor shall provide one control lerchart for each controller supplied, of the maximum size the controller door will allow, showing the area covered by the automatic controller. The chart is to be a reduced drawing of the 1 � Z _ _ actual as-built system. However, in the event the controller sequence is not 1 _ -- - - - y 11 legible when the drawing Is reduced, it Shall be enlarged to a size that will be �' r� r f qtr av I� ��, ��, �� 1/Z yZ ZR� i�� n i , �— —L i� �� I� I� readable when reduced. The chart shall be a blackline print and a different 1 r I a � color shall be used to show the area of coverage of each station. -- - 1 l I F- When completed and approved by the owner's representative, the Ulm irl, I \� ilk IG I� - W chart shall be hermetic N l W q ally sealed between two pieces of plastic, each piece _ being a minimum of 20 mils. thick. The chart shall be mounted using velcro 24 or approved equal type of tape. These charts must be completed and in place prior to final acceptance 6W of the work by the City of Rancho Cucamonga. 1 � 1 b 1 W See irrigation legend, Sheet L-5, for definition of symbols and description of 2�A 27� �a. MILLIKEN AVENUE I ► 1 z ,_ materials. W N94JO �-- _ I" (�' �� 3 Contractor shall verify P.S.I. in field prior to beginning of installation. If pressure is inadequate to operate the system as designed consult Z 1 1 landscape architect for ilidgement. ` 1 1 Irrigation valve and backflow preventer locations are schematic. Locate V valves and backflow preventers immediately adjacent to wall in shrub beds F- wherever possible so that valves may be concealed with plant material. Q - - NOTE: Install all materials to comply with local codes and ordinances. 1 As-built landscape plans shall be made available within 90 days after installation of landscape. As-built plans shall Install Valcon"ADV" anti-drain valves on all draining heads. conform to specifications (Sheet L- 6 ) and shall be delivered to CI ff prior to final acceptance of the project. Adjust all heads to eliminate averspray onto sidewalks and streets. ® - �T'ft Final location of automatic controllers and backflow preventers to be G.� �� determined by G'fy or landscape architect prior to installation. Owner shall provide 110 volt service,to controller. Irrigation contractor shall make final hook-up to controller. A4 ' e m I M1- ROYCM IENT f L^1S- to%_WDSCAP f W ��'�� N 5U M Mt y/f DESCRIPTION OF REVISION DATE t►*Omvf W — — — 66 � > \ '� �,� ,Ilit '�' ►'` n '� '� , ;� �z ,� nL ,� �� i �'� ° " a« CITY OF RANCHO CUCAMONGA i s ��. I I IrZ IV it til > OF CAL�E� 4L - �� ►� 3c� 1 LANDSCAPE PLANS FOR . z �� a Boa i W MILLIKEN AVENUE & ,Q 3 I 1UJBANYAN STREET W APPROVED BYDATE: 6 V MILLIKEN AVE UE �? CITY ENGINEER RC.E W. 2�3�7 •��I�• �` ., �� 1 DESIGN �CJO-,� RECOMMENDED O 000, 1 V � FORSUM/SUMMERS P NORTH CPA*� & PARTNERS, INC. SHEET _ 3�Iie coasr r+IGrrv��nY DwA r�ar�,CALIFORNIA 92e29 viW�bi1>I � FX_ LwoSG. .ARCHRECrS, ^SiA HE CwE C DRAINING NO 1 SCALE:. 1" = 2W- 0/I - 4s DATE rILE NQ ' L27I c c,AIR BANYAN STREET W O !1 c=n o WWII _ I, W civ z LIMIT O WORK = rpc-;�j e"-T IA�L-L- >'FR T "rte . ALL VALVES SHALL B� FROM THE RAINBIRD EFA-CP SERIES z AND ARE TO BE EQUIPPED WITH A HYDROMASTER MOISTURE Z � CITY PREMRECALCUL01oNS SENSOR BY SYSTEMATIC IRRIGATION (1-800-533-5157) PER W1 . Mc/j # CITY OF RANCHO CUCAMONGA STANDARDS. O ' ` s'� / STATICPRt•!a ncLow /al0 soucoFn+ForeMAMO0 _(51( !l /n/e 9/n-:7 • p'NWErvuNl�'R �t'l7- 259/ 0 H.6L MEM MeVATd1 (G#QV tI D tT$t/1TC PRESSURE U++KNeu" Hydraulic Calculation For Contrblvdlve 25A, 40 6irm IA � 4-0 Grm 01 `^AV-EVA'-n ON F) Lossrhry 2e WeterMettr -40 = /'�S P51[osS Loss'thry 2/, wawmew �4 FPM _ /�l P�1 t 4ss ` l�5Thru gackAovJDevicQ �OOtPM o P51 Loss Loss Tfiru H beck-flow Devitt Wm o P61 LASS x SIX 64`r( OF F^NCHO GLK^� AoPN6�^ ISE&. �-� Hastervalve _6PM = PSILOQS LossThv lAQ94IvUlle CPM = PSI Goa AEMo�EcoNTRoLvµ� �f Sty 1' LossThru fressureReducer CPM o fSl Lcss Lass Thry 2„ Pressure Reducer QQCPM , fS I LOSS MAxtw W DD+w►1D G.P.M. LmThry Ggw/lbau vave GPM Pstl_o6s Loss Thru IV '$WI I VG(ve �Gpm = O PSI Less Loss Thru " oat%II valve 6�PM - PS1L""9 Loss_17" valve _fiPM = es Lass LIMIT OF WORK ELlryAT,ohot: 91 LossThry Getelaatl valve QPM c PSI L.c s !,� [hry G21e/ 1 verve _GPM r PSI Less � �r►IEAD ' � • f s1, Loss Thru-I!!2 L.f.of " Mainl,we R:Gf&l =� PSILass Less Thrv�+ I,f.otI M18iftime �GFM = ,�07 Csl L-09 NZ PRessuREejRI=V —� L.ms Thru I/ID Lf of M3anlirte �f+PM s 1g+2 PSI LOSS Lms-i,ry I.F.of M9inlMt _GPOM - PSI Lir `A £� +L SP 1.L° Lass Thru L1.of hSi r0ke QfM = PSI L WS LAm Thro I.f.OF— M2lnllne 4PIN = PSl lass p �t �w wAT6RMG� 4.&Loss Thrums co"vai ve TEW m a� PS u" Loss lhrv� C00"I VOW. �O �qP1►► -� Cs l l VSs FRI VAT Z MASONRY WALL �^ PER APPROVED SITE PRODUCTION � R p e4tmS Loss nrvDOery: Thr� �- Lots �dy: 1_ dITEVAtve4 /�4ASTERvA�wE 5 I.-f.of 1' qPM _ .05 PSI(bs5 R PLANS 10 Lf. 6P►1 = PSI Loss t�•ef (� aP111 = 0�7 PSILo65 PIE SS.Rec. LaFAj f a - Psl LaSS 1• L_a GIN =� PSI Loss .f•of , 2 GfM PSI L ,6S 1 I of " & GPM Q_� rsl L055 !b I.Sfof rr vm - P5(LASS MNNLWF of r ��_ GPM __ -C� PS(Lo55 1Q I.i.of '� 6p►1) _ f%(466 It —� I�asEcorrTRot VALVE 11SSeMfIL Y 2 I.�of @ 4 GPM - .S/ PS I LOSS ry GPM - Pb I L46S (I`y I•f of �'�0 6PM = 2b Ps I LeS5 ..L�1 of 70GF WOW- 1.9 Los9 6PM = •(v! f51 LAGS *ZF LIi1ERALuNELOSS —I F of ' @ •GL arm = PS t t essl{. @ RPM = PS I lA�s (��v• l t. of @ Sff QfJA -2z fbl Loss pti►►l6SLegS(1e�j C \ Las�ta2in-(FIN " 0 gPM - PSI USS I� EcEU*TIoNCNAM3Q(i� ft•aReVotiotn _ 1. of @ - PS I Loc�/Geih �_l+f.of @ G GPM 1 Pb 1 LOGS 1?LI•f.of,,��• C� 0 6QM f s I LW �j �oTk sYs xLnSSEs: -� _ "TbTA�S�lST eM Lacs _ $�i Ps I (.ocs �LC OfY &L Gf M fs 1 L,os s s so o as+lsna gyp,o Pressure A4&;W e_ io ,o To4A(Systxm Lx6J � Ps I toss/Gain Thru�-A-0fevo, m =�� Ps I l.aes/C v+ / I/L 7/.Z ' Preisure-at head U.0 Ps 1 - Pst l ax �oTw w ssur aequ o TbtB15y5�+Loss PSI o lOMr6STSTAIICPRETStJFiEAWKJ�.� /�•� �'/ Tb,t0ljV?.I/DBi1'U{ QSI T�1-SYSfEMLOSS -� III 7 PRESl�TR6Y�IJU6fP➢RESSt1R�(>F QtnR��: L5,71 .( ttg t�W ALWA16R PR%SLRE C pressureAvai(&blt /X 0 PSI Cr1{'F1�,M IDPA;lCUM_lA* 'RPRETSAW: 16-20PsI V Pressurea+Head -717 a o P51 �� .707 To fqI Syste ro L osS �N� Rcsi duel/bc+Fici F PSI + J 'n A 10 �► Lori- cul � L10 wo I—D'f 51 OT 545 I�o2D. 1 ( 1v21 . 0 I I <0LANDSC4ppr4q< 2 +21 . 5 �p1 SUM Aft ,Q C'siJ, � FEBCC Ks�Y�REDUCED PRESSURE IAv\� > BACKFLOW EVENTER WITH WILKINS V� � .t I�� s + �- NORTH LINE SIZE PR SSURE REDUCER. / DOC i ® SCALE. 1"= 2�I•Q/I r�rf OF CAl1F0,1 00 ��\! DESCRIPTION OF REVISION DATE wtr/ , ANRQY [o O �p JUks �3pi r-IJKTNEX "F4 CITY OF RANCHO CUCAMONGA 0 -- 3 --_. B A ,�ay �, I' FufZT�-IE1z- Pt-�c�l z _ ��K- I2.1��1��c�t� _ LANDSCAPE PLANS FOR 14 l� a _ /CZ �� - l Z . 2 iT- - 77�- __ ,,�_ __ _ _ _ _ - GI n of MILLIKEN AVENUE & o 8 4 2 'moi & II-12-010 — AC)IDBANYAN STREET 5 Gc� 1 / G PARKWAY �, M �j� I ORI G Q LA /off`, � APPROVED BY: � DATE: ,, y` �- I — — CITY ENGINEER RC.E NO.� WATER METER LOCATION '0,' DESIGN , RECOMMENDED METER SIZE 1" MAXIMUM DEMAND 2a am RAINBIRD LOCATIONIfALL VALVES SHALL BE FROM THE RAINBIRD EFA-CP SERIES I l�aea �sl RAIN STATIC PRESSURE /DO PSI BIRD ISC ItAND ARE TO BE EQUIPPED WITH A HYDROMASTER MOISTURE DRAWN SHEET LOTS 458=61i SENSOR BY SYSTEMATIC IRRIGATION (1-800-533-5157) PER .� of�_ DESIGN PRESSURE (,go PSI CONTROLLER WITERMINAL STRIP • HYDRAULIC GRADIENT (gyp' EL *-"I"mA6Tm REMOTE, PIGTAIL- IN CITY OF RANCHO CUCAMONGA STANDARDS. CHE KED DRAWING No. IKIEP-S MEue_(_M_ C.P+1bINET R.0 E. No 1. _ -- SLOPE ATRACT 13858 CITY TATIC PRE RE lOD QR2l tm uo Powe ( FILE No 1271 ' S SSU _ ._ . - .,. .__ _ _ -_ _ .z._=-. _ _- . e _ _ v I , n n N -y- Is 8 �j�1�T ►moi �otJrh�1T'�� To �iV�lT6fJ�� awl IP-1��E7�•1�� Ap-�'�.`�, 15Z G - 1�7 ao�- -i'� t�rw -oN -JfpilvTiotJ P. 1oIN7- tri h p�crnor+ aMd noulr��N-r�•-ftoN 7� �x►�6t �s coN�l7ro (vim+-+- -No L.c� y�oAb M^TC.14 og: Yovp-• VII g 'Iff4 -rHV�,Cirry mol NSW Gor-Iwrj--, ^T 'o►NT ° T-k vw at-1�7' vr) Gar R- �x+ iT'6t bE�w Eek , f N01e-%-lam {ev MP.n�t�IJ NCS- ,�,�-t- NSW a►�d �X► ?r''bi �,!` /'h WM4 f'b1- d V ►r1� srr N +4 4 FFZ4!5,I fir, t'�DUhITII s b�. r�I 7O ��f 9 4 6:i � Cv x b x 1 Co tort Ci, btu`-, 4, 7g /��• 8 9 9 9 / S Mo►�TUp-PI�ap-RrPp- C+•far►►�or� 10 e- rDGv1�•t.K) ((I — t w.FT l44ZAVF-L �Tw/ t4' x ,. I L Pti1 to 2/�IvR�I >t: C AT- �.°�.a P"''! �,�-��j �lil� '1� orMVP�Pcfi� � �s /s I99 4 — - �-Yea; ei *4 0,v. � �A ? ^�� O ^�T t�,n � �rte, I�+ I��10-I I s p�A� ��• h � ^ � 3 �AC> s �. \� �� >s I, , fire- �" �� -- — -- �k 4 pl- f @� r`T'oI, h I t P I N 04D O R �- Pe't�+JN r,� CMS') : . . . M w ) VYN1..1., 'So ' 0 NU wVeT fZ .,rob j N 4t INA I-I... l7mT, L4 / 1 1 W II It44T.L-I vie uZu I � -oF k�Y � LIGHTING NOTE: � _ � Contractor shall provide and install three(s) t� Fz series id post light \� ��• 3 fixtures where shown by symbol -* below. Wire to be sized and 1II Io Installed by licensed electrician. Wire to be burred in 2 11i' PVC conduct, 2 L� \ _ — installed per local code. (See detail above.) 15��, !D 1579.7 15&x. 7 & " corms �r E MM.S�1 p r� w 8 FENCE NOTE: Wrought iron *9 gage. � � C� AM-IL �� -tg ILI gt-aP� Ne'lrtot-1 aj er Contractor shall provide 6'wrotI iroh fence, space W apart. > I s str�vv�a� -noN,� ------------- �► LOT A/ LOT 32 v LOT 33 TRACT 13748 X", NMI ` 1 1�'� / ( TToM pW D 111 e1 In + P- ow tern, L� NOTES: � 61M UNC �TNr4h V40►t.1_ W*IOT 1>3 LL Vrouron Spaced y apart. evlrs�) I l02 1533. 0 Co tractor shall provtcle 6'wall5with 3 Wrote ht irI3'wall. ��•�1 - _ _ — 1AA - - J EST sly — � S �" I'� GotiIG. oW PEI2 G of SUNRISE DR. NOT A PART' �� o c�:�rol��►� moo. �� - - - - hpSCAo �-I- c—a�u► �� _ �a� ��. �� NA�a(/ ��y _ IN III III ( \�o��• �tiyo W o No. 1619 WATER METER LOCATION O 8 METER SIZE 2N LS 9=11 / � • �' MAXIMUM DEMAND •40 GPM PERIMETER SLOPE TRACT 13857 �+rf Of 00a� STATIC PRESSURE 100 PSI DESIGN PRESSURE -7D PSI E SILVER SUN HYDRAULIC GRADIENT EL COURT LIGHTING NOTE: WATER METER LOCATION CITY STATIC PRESSURE IDd PSI � -1 CONTROLLER LOCATION � . .. INDICATES FEBCO 825Y/825 REDUCED a �� RAINBIRD ISC 4 METER SIZE IIiL' PRESSURE BACKFLOW DEVICE. SIZE�" �� Contractor shall provide and install two (Q) Delta EZ 5eraes to+ post CONTROLLER W/rTERMINAL STRIP MAXIMUM DEMAND � GPN ,X light fixtures where shown by symbol -* below. Wire to be sized and *"KWkASreK REMOTE• MC-TP /jL IN STATIC PRESSURE /0 PSI �A IDSCAp INDICATES WILKINS 500 SERIES installed by licensed electrician. Wire to be buried in 2" PVC conduit, M't'�Rst ilo-ISR cA� T DESIGN PRESSURE 7D PSI \s��° F4P PRESSURE REDUCER. SIZE 2` a I� installed per local code. (See detail above.) HYDRAULIC GRADIENT EL s�MM CITY STATIC PRESSURE /MPSI s Fes- ISI LL SINE I Nfi I '�" .� - j ► *C ORTH �. pl2�yc:,s. e"(0-6,"D // / /I OF CAL1E��\' I Z I��• z W SCALE. 1 — 20 — 0 F JQ1�'tp•-,�/�#, IOIte- ' , a .CSV/IcD Dnp tr�rintc wau. fes- u-ry. y8-� I Elk DESCRIPTION OF REVISION DATE CITY RO � �� i I/?J �L' � � V JUNE � IG) Arrrtovto: �o tl'v I 1 w f '� ' Z © - '' 7 , W ,-, t z r'mM C"�k CITY OF RANCHO CUCAMONGA . n_ rv. _ ed qspl al4�. O � Lt :1' �, 19 '8- AILI �L1�-T0LANDSCAPE PLANS- FOR Uj IaJ II W �-�• �� p I - I g I CCK-Re Its oN5 MILLIKEN AVENUE & I t►h' I� IZ P '�I �5a°I •� r III CONTROLLER L BANYAN STREET LOCATION INDICATES WILKINS 500 SERIES 3; IfJ '•� �{{� RAINBIRD iSC I& PRESSURE REDUCER.SIZE lyft APPROVED BY: DATE: I(?l yp, CONTROLLER W�TE RMINAL STRIP LOT A TRACT 13857 CITY ENGINEER '? RICE. No.22 � Ivll IIZN �! 4 I�INMASTe- KEMD1 T_ PI&TAII- DESIGN ��—�i l RECOMMENDED 0 QV 10 M` , MEU&-I-M-285 cG°tP�tt•�GT INDICATES FEBCO 825Y/825 REDUCED Fl;r_ c2sey-Im I1 OWF-PII PRESSURE BACKFLOW DEVICE. SIZE 11/21 FORSUM/SUMMCRS & PARTNERS, INC. �e�L'"�'^ , ALL VALVES SHALL BE FROM THE RAINBIRD EFA-CP SERIES DRAWN SHEET � AND ARE TO'BE EQUIPPED WITH 3411e COAST HIGHWAY,DANA POINT,UUfoaNIA 92619 U141 I9G6111 _ �l � ! 16 SENSOR BY SYSTEMATIC IRRIGATION ROMASTER MOISTURE LANDSCAPE ARCHITECTS, ASLA L4�1 of 12' A HY SY (1-800-533-5157) PER I DRAWING NO l CITY OF RANCHO CUCAMONGA STANDARDS. CHECKED 2 L DATE FILE NO 3? s? , )_ �I IzRII�TI old � 'COT. W/ �IP"I•E /PLV W V�u✓ � STEM L4 P I�►�u�� To�opE ( INI�N ��1°P•D� Mord �WR ��/>,c M�-E N1 -illsc.��?� I F�Ar'i' RSP-u F=1 NI('pt-E T F_LL N 9;10 K�L 60I64� _ VPI-V E II 211 A9 Flk� N1r,LZ =N - I'JIPr L uNIoN y PuG SGN � NIPPLE ColdCP I IF�� N 8P� f rv& HMO MPI.-ER I GIJ, v to e �� .N � TSE ls►'�+ f�Pt.� . � ISG l,�T�tZPL L I�C PI-L I I G f� -T-H -r te i'�/G.�-�}t �0 l�G Hoo-iIJ ARED. PRESSURE BACKFLOW PREVENTER Q REMOTE CONTROL VALVE © ROTOR POP-UP Q POP-UP. .SHRUB SPRAY �C�taisl Y u Go N CR� o� �� VALVE �� W UD v�VEx W/ I-I r� I " poP P � �' III o� MARILE0 '' It2R1C-�'T1dN �CHRu5-tY I CoN P.SS I(�K C.00PLER �' �.• ��PE b� or_ �'�� 10 vP��` ' -'�1-l�W -- u f51-� Tu�F � �e � p� ��um - 11u vp,r-vE � � �� -� _- �II� II► _ 01K �H W � 0�•y0� d'' pVG t''(OI rl LINE0. ` .o ; ;o0-•gyp `' i af�4 4f u�. PT N� GRUSH1 'E�7�vpT 1EL11 Fl G L_06K� Nate- f i�-rAtl tt� �� ol�l-t' Install in Iant beck when possible . Q PRESSURE REDUCING VALVE Q QUICK COUPLER VALVE © POP-UP SPRAY _ LAWN AREA J HOOK PIPE STABILIZER 1100 - ��✓I -- Ho c��P�Mor -t icH�K, JUt4e ?7i ilm- I--IjRTNep' PL^N cm5c- K gevola%o- ��ILY G, ' I�1 - �THE2 ,F� G+-RI 4c 1�'Sl • IRRIGATION LEGEND . 'ALL VALVES SHALL BE FROM THE RAINBIRD EFA-CP SERIES AND ARE TO BE EQUIPPED WITH A , • SYMBOL MANUFACTURER DESCRIPTION PATTERN RADIUS GPM PSI HYDROMASTER MOISTURE SENSOR BY SYSTEMATIC IRRIGATION(1-800-533-5157) PER CITY OF 2 /ftY E-: 5 HRR e' \/ALVF_ IDX W/ (-Ir,> )&06 RAINBIRD PA$8 SERIES FL SHRUB SPRAY F,H,Q, 10' 1.57,.79,.39 30 RANCHO CUCAMONGA STANDARDS. .f� F ti �•T Calz� (m"06 p V�LV E ' �Itt �IGI.OsU , �R�Q w 2 GoP�T� Et��ht •L V �V RAINBIRD PA18512SERIES FL SHRUB SPRAY H,Q 12 1.30,.6-5 - 30 IVI �uI ill- ( E � I N l-�C t� +� u+� ti coLaF pap �t't`t' INs�' Ga l-L�� O RAINBIRD MeS CST STRIP SPRAY CST 4'X30' 1.21 30 LTG-}gyp �NTo S Mf,�� 3 �p,GE pP�I N" cE �, b RAINBIRD F�•$S EST STRIP SPRAY EST 4'X30' .61 30 , o =& +06 RAINBIRD 1806 aSERIES FL LAWN POP UP F,H,Q 10' 1.57,.79,.39 30 ' RAINBIRD 1806 15 SERIES LAWN POP UP F,A,H,Q 15' 3.70,2.78,1.8 30 If RAINBIRD 1806 CST LAWN POP UP CST 4'X30' 1.21 30 J)t E OF CALVE 00 v, RAINBIRD 1806 EST LAWN POP UP EST 4'X30' .61 30 VALVE BOX LOCATION MARKING , (b 6. RAINBIRD V•85 22 SERIES STREAM SPRA'' F,F'.Q 22' 3.22,1.61,.81 30 (b RAINBIRD FABS 1.6 SERIES STREAM SPRAY H,Q 16' 3.22,1.61,.81 30 Al2-11-E38 -'!fZ (pI t eq y,r lea e5� a 2% TORO XP-300HP-SERIES STREAM ROTOR F,H,Q 36' 5.70,2.85,1.4 35 JA rn..� *4MT DESCRIPTION OF REVISION DATE CITY _r�M 23�I�I�-- - AnROYcr - o a — -1715--ALLoY��INI g°�T �� S.A.M. °�sl `-�I°�� r + CITY OF RANCHO CUCAMONGA . . ° - RAINBRD EFA-CP SERIES "OTE OWMOL VALVE SIZE NcrMt) C—MY CHmr h& K'NH LINA 0 BACKFLOW PREVENTER (TYPE & SIZE NOTED ON PLAN) LANDSCAPE PLANS FOR r/G 5C.H �O �i ® AUTOMATIC CONTROLLER (TYPE & SIZE NOTED ON PLAN - PROVIDE 110 POWER) �oNG, 04y, wllel� GICti -l� '-KCL, bIM141� 'TOsul'1" �IIP�Ii �L 0 RAINBIRD #33DLRC QUICK COUPLING VALVE MIL.L.IKEN AVENUE & H NIBCO T-113 GATE VALVE (LINE SIZE) GATE VALVE 8CONTROLLER IN ENCLOSURE PVC SCH 40 LATERAL LINE 12" MINIMUM COVER BANYAN STREET PVC SCH 40/CLASS 315 MAIN LINE 18" MINIMUM COVER APPROVED BY: I DATE: CITY ENGINEER --PVC SCH 40 SLEEVE DESIGN D 't' RECOMMENDED LIGHTING LEGEND: — � Dette EZ Series I� post light fixture CONTROLLER STATION DRAWN M113 rMpMERS &[PARTNERS, INC1 SHEET � p 9 w•,osc•�E �cf+rTECTs, ARA L5 of 12 (See Irrigation plan sheet L-4 for location and detail) GALLONS PER MINUTE (GPM) VCHECKED ,,. : . DRAINING NO ALVE SIZE DATE FILE NO IZ F F!IRRIGATION SPECIFICATIOiVS �ww ENERAL D. Operation and Maintenance Manuals 6) Solvent ce+me^t and primer for PVC solvent-weld pipe and fittings K Control Wiring C. Electrical Supply A. Permits and Fees shall De of type and installation methods prescribed by the DD Y M. Sprinkler Heads (1) Prepare and deliver to the Gift/ within ten calendar days manufacturer. (1) The electrical s prior to completion of construction, two hard cover binders ystem shall be installed in accordance with (1) Electrical connections for automatic controller shall be made (1I Install the sprinkler heads as designated on thf drawings. the National Electrical Code most recently adopted by the to electrical points of connection as indicated on the drawings. Sprinkler heads to be installed shall be equivalent in all The Contractor shall obtain and for an and all buildingunits with three rings containing the following information: respects to those itemized on plans and in detail!. De 9 9 (7) All PYC pipe must Dear the following markings: Cit onnections between the automatic controllers and the as required. y y D D 9 9 electric control valves shall be made with direct burial (2) Connections shall be made at approximate locations as shown on a. Index sheet stating Contractor's address and telephone a. Manufacturer's name, cooper wire Ai.G-U.F. 600 volt. Pilot wires shall be a dif- drawin s. Contractor is responsible for minor changes caused (2) Spacing of heads shall not exceed the maximum indicated on B. Manufacturer's Directions number, list of equipment with name and addresses of b. Nominal ferent color wire for each automatic controller. Common by actual site conditions. the drawings. In no case shall the spacing exceed the maxi- local manufacturer's representatives. pipe size. wires shall be white with a different color stripe for each mum recommended by the manufacturer. Manufacturer's directions and detailed drawings shall be followed b. Catalog and parts sheets on every type of material and C. Schedule or class. autoi-atic controller. Install in accordance with valve D. Trenching in all cases where the manufacturer of articles used furnishes duet-, equipment installed. manufacturer's specifications and wire chart. [n no case N. Existing Trees tions covering points not shown in the drawings and specifications. d. Pressure rating in P.S.I.l ti NSF (N c. Guarantee statement. eshall wire size be less than No. 14. (1) Dig trenches straight and support pipe continuously on bottom . (National Sanitation Foundation) approval. C. Ordinances and Regulations D of trench. Lay Pipe to an even grade. Trenching(2) hiring shall occupy the same trench and shall be installed g excavation Where it is necessary to excavate adjacent to existing trees, the d. Complete operating and maintenance instruction on all f. Date of extrusion. along the same route as pressure supply or lateral lines shall follow layout indicated on drawings and as noted. Contractor shall use all possible care to avoid injury to trees major equipment. wherever possible. and tree roots. Excavation in areas where 2" and larger roots All local, municipal and state laws, and rules and regulations g. U.P.C. Shield logo (IAPMO Approval). (2) Provide a minimum of 24" of cover for all pressure supply occur shall De done by hand. All roots 2" and larger in diameter, governing ed relating a any portion of irrigation work are hereby (2) In addition to the above-mentioned maintenance manuals, 9 lines 3" 4nd 4" in size. except directly in the path of pipe or conduit shall be tunneled incorporated into and made a (8) All fittings (3) where more than one wire is placed in a trench the wiring part of these specifications, and their provide the appropriate maintenance personnel with instruc- gs Shall Dear the manufacturer's name or trademark, shall be taped together at intervals of 10 feet. under and shall De heavily wrapped with burlap to prevent scarring provisions shall De carried out by the Contractor. Anything contained tions for major equipment. material designation, size applicable I.P.S. schedule and g in these specifications shall not be construed to conflict with any of NSF seal of approval . (3) Provide for a minimum of 18" of cover for all pressure supply or excessive drying. Where a ditching machine is run close to trees the above rules and regulations or requirements of the same. Mowever, lines 2-1/2" and smaller. having E. Equipment to be furnished I4) An expansion curl should De provided within 3 feet of each g roots smaller than 2" in diameter, the wall of the trench when these specifications call for or describe materials, workmanship, C. PVC Non-Pressure Lateral Line Piping wire connection and at each change in direction. Expansion adjacent to the tree shall be hand trimmed, making clean cuts or construction of a better quality, higher standard, or larger size (4) Provide for a minimum cover of 12" for all non-pressure(1) Supply the appropriate maintenance personnel with the curls shall be formed by wrapping at least 5 turns of wire D essure lines. through. Roots 1" and larger in diameter shall be painted with around a 1' diameter pipe, then withdrawing the pipe. two coats of Tree Seal or equal. Trenches adjacent to trees should an is required by the above rules and regulations, the provisions following tools: (1) Non-pressure buried lateral line piping shall De PVC teNedwle+0 (5) Provide for a minimum cover 18' for all control wiring in be closed within 24 hours; and where this is not possible, the side of these specifications and drawings shall take precedence. with solvent-weld Joints. conduit, and 24" for direct burial cables. D. Explanation of Drawings a. Two sets of special tools required for removing, des- iSi All splices shall De made with of the trench adjacent to the tree shall be kept shaded with burlap assembling and adjusting each type of sprinkler and (2) Pipe shall be made from NSF approved, Type I, Grade it PVC �**"� Pen-Tice wire connector or approved equal . use E. Backfilling or canvas. valve supplied. compound conforming to ASTM resin specification D-1784. All one splice per connector sealing pack. (l) Due to the scale of drawings, it is not possible to indicate pipe must meet requirements set forth in Federal SDecifica- 0. Field Quality Control all offsets, fittings, sleeves, etc.. which may be required. b. Two five-foot valve keys for operation of gate valves. tions PS-22-70 with an a ;6) =teld splices between the automatic controller and electrical (1) The trenches shall not De backfilled until all backfilled tests appropriate standard dimension ratio. control valves will not be allowed without prior approval of are performed. Trenches shall be carefully backfilled with Adjustment of the System: The Contractor shall carefully investigate the structural and c. Two keys for each automatic controller. finished conditions affecting all of his work and plan his (3) Except as noted in Paragraphs 1 and 2 of Part B (this section), +e : City. the excavated materials approved for backfilling, consisting work accordingly, furnishing such fittings, etc., as may be d. One quick coupler key and matching hose swivel for every all requirements for non-pressure lateral line DiDe and fittingsof earth, loam, sandy clay, sand or other approved materials, (1) The Contractor shall flush and adjust all sprinkler heads for required to meet such conditions. five quick coupling valves installed. shall be the same as for solvent-weld pressure main linepipe L. Automatic Controller free from large clods of earth or stones. Backfill shall be optimum performance and to repent overspray onto walks, road- mechanically compacted in landscaped areas to a dry density ways. D D Y and fittings as set forth in Part 8 of this section. y and buildings as much as possible. Drawings are generally diagrammatic and indicative of the (2) Th above-mentioned equipment shall be turned over to the ;1) 'he automatic controller shall have the minimum number of equal to adjacent undisturbed soil in planting areas. Backfill work to De installed. The work shall be installed in such a City at the conclusion of the project. Before final site will conform to adjacent grades without dips, sunken areas, (2) If it is determined that adjustments in the irrigation equip- 9 y (4) Non-pressure lateral line piping installed on slope ,surface stations as indicated on the drawings and shall be completely humps or other surface irregularities. ment will provide proper and more adequate coverage, the Con- manner as to avoid conflicts between irrigation systems, observation can occur, evidence that the C•i has received shall be UVR-PVC Schedule 40. Pipe shall be PVC 1120, T automatic in operation. It shall electronically start the tractor shall make such ad ustmients planting. Ad- planting, and architectural features. this material must be shown to Parks and Recreation Department. 1, Grade I , manufactured in accordance with ASTM designation sprinkler cycle and electronically time the individual stations. j prior le sizes a degrees D-1785. Controller and valve snail be b the same manufacturer. (2) A flue granular material backfill will De initially placed justments may also include changes in nozzle sizes and degrees (2) The Contractor shall not willfully install the irrigation F. 'Handling of PVC Pipe Fittings y on all lines. No foreign matter larger than 1/2" in size of arc as required. system as shown on the drawings when it is obvious in the will be permitted in the intial' backfill. (S) Fittings shall be UYR-PVC 1120, Type I, Grade 1 manufactured to (3) lowering raised sprinkler heads by the Contractor shall be field that unknown obstructions, grade differences or dis- The Contractor is cautioned to exercise care in handling, loading, accordance with ASTM designation 0-2246. Fittings shall be (2) The controller shall have a standard 117-volt, 60-cycle power crepancies in area dimensions exist that might not have been unloading and storing of PVC pipe and fittings. All PVC pipe shall Schedule 40. input and ?6.5-volt, 2.2-amp output. (3) Flooding of trenches will be permitted only with approval of accomplished within 10 days after notification by Ci considered in engineering. Such obstructions or differences ie flat so as not to subject it to undue bending or concentrated mew City. should be Drought to the attention of the City as soon as external load at any point. Any section of pipe that has been (6) Solvent cement shall be Brownline Bond-Tite Cement conforming (3) The controller shall have a 14-da programmingand be capable {4) If settlement occurs and subsequent adjustments in (4) All sprinkler heads shall be set perpendicular to finished dented or damaged will be discarded and, if installed, shall De re- 9 y J pipe, valves, possible. In the event this notification is not performed, g to the requirements of ASTM aced with new piping. Pipe and fittings shall not De stored in designation D-2564. Apply 4n ap- of automatically starting a watering cycle at any time on sprinkler heads, lawn or planting, or other construction are grades unless otherwise designated on the plans. the Irrigation Contractor shall assume full responsibility proved primer prior to the application of Brownline Bond-Tile houror ours per day. placed ipiPfthe f 23 hnecessary, the Contractor shall make all required adjustments Testing of Irrigation System:for any revision necessary, direct sunlfght. Solvent Cement when joining UYR-PVC pipe and fitting connections. without cost to the City G. Guarantee (4) Each station shall have an off switch for zero time and SUBMITTALS (7) Riser stabilizers shall be of UVR-PVC material with cocking individual timing control for 2 to 60 minutes for each station. F. Trenching and Backfill Under Paving (1) The Contractor shall request the presence of the C,;fy Iat screws and shall be Brownline No. SRS-200 with 1/2" s least 48 hours (2 working days) in advance of testing. A.• Material List (1) The guarantee for the sprinkler irrigation system shall be quare steel made in accordance with the attached form. tubing stakes. (5) Each station shall nave an off switch for eliminating one or (1) Trenches located under areas where paving, asphaltic concrete, (2) Test all pressure lines under hydrostatic pressure of 150 ,lore stations from the automatic timing sequence or for initi- or concrete will be installed shall be backfilled with sand (8) Pipe stabilizer shall be of UYR-PVC material with cocking lbs. per sq. inch and prove watertight. 1) The Contractor shall furnish the articles, equipment, (2) A cop of the � 9 atiny a reaeat cycle on any or all stations after the normal ,a layer 6" below the pipe and 3" above the pipe) and tom- materials or processes specified by name in the drawings and Y guarantee form shall De included in the opera- screws and shall es Brownline No. SRS-1120 with 1/2" square watering cycle has been completed. patted to equal the compaction of the existing adjacent undis- Note: Testing of pressure main lines shall occur prior specifications. No substitution will be allowed without prior tions and maintenance manual . steel tubing stakes. turbed soil and shall be left in a firm unyielding condition. to installation to electric control valves. written approval by the City. (6) :t shall be possible to operate the controller manually and to All trenches shall be left flush with the adjoining grade. (3) The guarantee form shall be re-typed onto the Contractor's (9) Riser adapters shall be of UYR-PVC material with cocking select and operate manually any station. The Sprinkler Irrigation Contractor shall set in place, cap, (3) All piping under paved areas shall be tested under hydro- (2) Equipment or materials installed or furnished without prior letterhead and contain the following information: screws and shall be Brownline No. SHR-550, SRA-500 or and pressure test all piping under paving prior to the paving static pressure of 150 lbs. per sq. inch and proved water- approval of the City may be rejected and the Contractor • SRA-700• (1) Controller shall be equipped with a reset circuit breaker, and work. tight prior to paving. required to remove such materials from the site at his own GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM shall be housed in a locking, weatherproof cabinet with a expense. 0. Brass Pipe Fittings pedestal punt. (2) Generally, piping under existing walks is done by ja king, (4) Sustain pressure in lines for not less than &hours. If leaks 118 hereby qurantee that the sprinkler irrigation system we have furnished and in- boring or hydraulic driving; but where any cutting 9}� breaking develop. replac�joints and repeat test until entire system is (3) Manufacturer's warranties shall not relieve the Contractor of stalled is free from defects in materials and workmanship, and the work has been (1) Where indicated on the drawings, use red brass screwed pipe (8) The controller shall have as standard built-in features an of sidewalks and/or concrete is necessar ,it shall be done proven watertight. Y D his lability under the guarantee. Such warranties shalt only completed in accordance with the drawings and specifications, ordinary wear and conforming to Federal Specification No. WW-P-351. electrical circuit for booster pump operation and an elms- and replaced by the Contractor a; part of the contract cost. supplement the guarantee. tear and unusual abuse or neglect excepted. We agree to repair or replace any trical circuit for master valve operation. (2) Fittings shall be red brass t Permission to cut or break sidewalks and/or concrete shall be (5) All hydrostatic tests shall be made only in the presence of conforming defects in material or workmanship, including settling of backfilled areas below g g o Federal Specifica- obtained from the City. No hydraulic ic drivin Y g the pipe shall be backfilled until it has been B. Record and As-Built Drawings grade, which may develop during the period of one year from date of acceptance tion No. WW-P-460. (9) Automatic controllers shall be as called out on the drawings. will be permitted under concrete paving or A.C. paving. inspected, tested ted and approved. and also to repair or replace any damage resulting from the repairing or replacing E. Copper Pipe Fittings N. Outdoor Autorotic Controller Enclosure pipe (6) Furnish necessary force pump and all other test ui nt. . of such defects at no additional cost to the Gift'. We shark make such repairs or (3) Provide for a minimum cover of 18" between the top of the i eq pre 1) The Contractor shall provide and keep up-to-date complete and the bottom of the aggregate base for all pressure and non- "as-built" drawings indicating locations, sizes and kinds of replacements within 72 Hours of notification that repair work is necessary. In (1) Copper pipe shall be Type "K', hard equipment installed. Prints for this y the event of our failure to make such repairs or replacements within a reasonable tempered ASTM 888 and (1) All automatic sprinkler controllers installed outside of a pressure piping installed under asphaltic concrete paving. All 7 When purpose ma be obtained D fittings 9 P p g ( ) e the sprinkler irrigation system is completed, perform a from the Landscape Architect at cost. This set of drawings gime after receipt of written notice from the City, we authorize the City to gs shall be wrought solder ,point type in accordance building shall be wall mounted within a vandal resistant sleeves under paving shall be Schedule 40 DVC. coverage test in the presence of the City to determine if shall be kept on the site and shall be used onlyas a record proceed to have said repairs or replacements made at our ex pay with ANSI 816.22. automatic controller enclosure. 9 P pence and we will the water coverage for planting areas is complete and adequate. set. tpe costs and charges therefor upon demand. G. Assemblies Furnish all materials and perform all work required to correct (2) Joints shall be soldered with silver solder, 45! silver, 15% (2) The outdoor controller enclosure shall be Model No. copper. 16: zinc; 24" cadmium and solidus at 1,125° F and MEVG-I-M-2155 AAyea Box, PCC C' of Rancho any inadequacies of coverage due to deviations from plans. or 2) These drawings shall also serve as work progress sheets, and PROJECT: ' (1) Routing of sprinkler irrigation lines as indicated on the where the system has been willfully installed as indicated on the Contractor shall make neat and legible notations thereon liquids at 1.145'-F, conforming to ASTM B 206 and Federal CA)CAfM A r j M encs. Specification QQB 00655. � � drawings is diagrammatic. Install lines (and various as- the drawings when it is obviously inadequate, without bringing daily as the work proceeds, showing the work as actually in- semblies) in such a manner as to conform with the details this to the attention of the Cify- This test shall be accom- LOCAT[ON: per plans. plished before any ground cover is planted. stalled. These drawings shall be available at all times for F. Thrust Blocks review and shall be kept in a location designated by the City. (3) Paint controller enclosure completely inside and out with two (2) Install NO multiple assemblies on plastic lines. Provide (8) Upon completion of each phase of work, the entire system shall (3) Before the date of the final site observation. the Contractor (1) Thrust blocks for ring-Lite pipe shall be of size and type coats of rust resistant paint prior to installation of auto- each assembly with its own outlet. be tested and adjusted to meet site requirements. SIGNED: required by the manufacturer's installation guide. matte controller. Color and type to be selected by City. shall transfer all Information from the "as-built" prints to Contractor (3) Install all assemblies specified herein in accordance with P. Field Observation Schedule an myla r, procured from the City. All (2) Form thrust blocks in such a manner to prevent any concrete 0. Control Valve Boxes respective detail In specified detail drawings or speci- work shall be neat, in ink and subject to the approval of the AGGRESS: from comm in contact with the 9 pipe. Thrust blocks shall fications pertaining to specific items required to complete (1) Contractor shall be responsible for notifying City in advance Ci y be between solid soil and the fitting. (1) Use 9" X 24" round box for all gate valves, Brooks No. 9 or work, perform such work in accordance with best standard for the following field observations according to the time s 4) The Contractor shall dimension from 2 permanent points of G. Quick Coupling Valves: approved equal. practice with prior approval of the Ciindicated: reference, building corners, sidewalk or road intersections. ty. a. Pre- etc., the location of the followingitems: PSE' (2) Use 9-1/2' X 16" X 11' rectangular box with green bolt-down (4) PVCngs job conference - 2 days (1) Quick coupling valves shall have a one- or two-piece body cover for all electrical control valves, Carson Industries dustand moisture ibefore ainstallation. Installation and be thoroughly cleaned of t� b. Pressure supply line installation and testing - 2 days a. Connection to existing water lines. DATE OF ACCEPTANCE: designed for working pressure of 150 psi operable with quick 1419-128 or approved equal. solvent welding methods shall be as recommended by the pipe coupler and fitting manufacturer. c. Coverage tests - 2 days 3MATERIALS b. Connection to existing electrical power. P. Sprinkler Heads d. Final field observation - 2 days • c. Gate valves. . (2) Quick coupling valves shall be 1" size and shall be equipped (5) On PVC to metal connections, the Contractor shall work the f d. Routing of sprinkler pressure lines (dimension max. A. General: Use only new materials of brands and types noted on with a locking vinyl cover. yellow in color. (1) General metal connections first. Teflon tape. or approved equal, (2) No work shall be backfilled until all field observations and shall be used on all threaded PVC to PVC and on all threaded testing has been completed and approved by the City. 100 feet along routing). drawings, specified herein, or approved equals. H. Backflow Prevention Units a. All sprinkler heads shall be of the same size, type and PVC to metal joints. Light wrench pressure is all that is e. Sprinkler control valves. shall deliver the same rate of precipitation with the required. Where threaded PVC connections are required, use Q. Maintenance f. Routing of control wiring. B. PVC Pressure Main Line Pipe and Fittings (1) Red 0CAA.Pressure el&*41014 r Mit te,15 shall be of size diameter (or radius) of throw, pressue and discharge as threaded PVC adapters into which the pipe may be welded. and type as indicated on the drawings. All sprinkler irriga- shown on the plans. (1) The entire sprinkler irrgation system shall be under full 9. Quick coupling valves. tion systems that are usipg water from the potable water sys- H. Line Clearance automatic operation D. Spray heads shall have a screw adjustment. p ation fora period of 7 days prior to any - tem shall require backflow prevention. All backflow preven- planting. h. Other related equipment tion units shall be installed in accordance with requirements c. Riser units shall be fabricated in accordance with the All lines shall have a minimum clearance of 6" from each other and mous nt as directed Dy the Owner. set forth by local codes and the County Health Department. details shown on the plans. from lines of other trades. Parallel lines shall not be installed (2) The Cdy reserves the right to waive or shorten the operation (5) On or before the date of the final approval , the Contractor (2) Wye strainers at backflowhave a d. Riser nipples for all sprinkler heads shall be the same directly over one another. period. prevention units shall i h size as the riser opening is the sprinkler body. shall deliver one set of riT/121i'S of as-built plans to the bronzed screwed body for sizes 2" and smaller and 125 lb,the responsibility of furnishing required infor- aye strainers shall have a minimum City. Delivery of the mMrs will not relieve the Con- cast iron flanged body for sizes 2-1/2" and larger. All e. All sprinkler heads of the same type shall be of the s 1. Automatic Controller (3) Landscape irrigation system hall be fully maintained by the Contractor for period oem s days prior to final acceptance motion that may be omitted from the prints. s tractor of e0-mesh novel screen and same manufacturer. Install as per manufacturer's instructions. Remote control valves by the Ciiy This period may be extended if the maintenance C. Controller Charts hall De similar to Bailey No. 1008 or approved equal. shall be connected to controller in numerical sequence as shown on provisions are not met. 1. Check Valves the drawings. 4. INSTALLATION PROCEDURES R. Clean-Up (1) As-built drawings shall be approved by the City before con- " J. High Voltage Wiring for Automatic Controller troller charts are prepared. (1) Swing check valves 2 and smaller shall De 200 1D. W.O.G. A. J. Conditions Clean-up shall be made as each portion of work progresses. Refuse bronze construction with replaceable composition. neoprene (1) 120-volt power connection to the automatic controller shall and excess dirt shall be removed from the site, all walks and paving (2) Provide one controller chart for each controller supplied. or rubber disc and shall meet or exceed Federal Specifica- (1) Exercise extreme care in excavating and working near existing De provided by the Irrigation Contractor. shall be broomed or washed down, and any damage sustained on the .� tion WW-V-51d, Class A, Type IV. utilities. Contractor shall be responsible for damages to work of others shall be repaired to original conditions. (3) The chart shall show the area controlled by the automatic (1) Solvent welded t pressure main line piping for sizes 2" and (2) Mti-drain valves shall be of heavy-out vin in PVC construe- utilities which are caused by his operations or neglect. (2) All electrical work shall conform to local codes, ordinances V N SkI0404 y g and union authorities having jurisdiction. S. Final Field Observation Prior to Acceptance �� 'Ot► q� controller and shall be the maximum size which the controller type P D D 9 tion with F.I.P. thread inlet and outlet. Internal parts Check existing utility drawings for existing utility locations. 1' door will allow. larger, shall be PVC Class 315. shall be stainless steel and neoprene. Anti-drain valves K. 'Remote Control Valves 'r O (2) Pipe shall be made from an NSF approved Type 1. Grade I PVC com- shall be field adjustable against drawout from 5 to 40 feet (2) Coordinate installation of sprinkler irrigation materials, (1) The Contractor shall operate each system in its entirety for 4 The chart is to be a reduced drawing of the actual as-built and conforming to ASTM resins specification D_ of head. Anti-drain and excess flow valve shalt De similar including pipe, so there shall be NO interfence with utilities the City at time of final field inspection. Any items deemed Po 9 Pe 17eci All pipe or other construction or difficulty in planting trees, shrubs Install where shown on drawings and details. When grouped together, not acceptable shall be reworked to the complete satisfaction system. However. in the event the controller sequence is not must meet requirements as set forth in Federal Specification to the Yalcon "ADV" or approved equal. allow at least 12" between valves. Install each remote control of the G ty. - legible when the drawing is reduced, it shall be enlarged to and ground covers. 9 PS-?2-10. with an appropriate standard dimension (S.D.R.). valve in a separate valve box. a'size that will be readable when reduced. J. bate Valves (Solvent-weld pipe.) (3) The Contractor shall careful! check all y grades to satisfy (2) The Contractor shalt show evidence that the Gi has received himself that he may safe! L. Flushing of System all accessories. charts. record drawings and equipment as `> (5) The chart shall be a ble used or indicbluelate he are print and a (9) Pressure main line piping for sizes 1-1/2" and smaller shall be (1) Gate valves 3" and smaller shall be 125 1D. SWP bronze gate Y Y proceed before starting work on the sprinkler irrigation system. required before final field observation can occur. 'rf�f ,F different color shall be used to indicate the area of coverage PVC Schedule 40 with solvent welded joints. valve with screw-in-bonnet, non-rising stem and solid wedge (1) After all new sprinkler pipe lines and risers are in place for each station. disc, and shall conform to Federal Specification WW-Y-54, B. Water Supply and connected, all necessary diversion work has been con- (3) End of maintenance shall occur only on the written acceptance (4) Pipe shall be made from NSF approved Type I. Grade I PVC com- Type [, Class A. DD yv pleted. and prior to installation of sprinkler heads, the by the Cit)/. {6) When completed and approved, the chart shall piece hermetically (1) Sprinkler irrigation system shall be connected to water supply control valves shall be opened and a full head of water ' sealed between two pieces of plastic. each piece being a pound conforming to ASTM resin specification 1785. All pipe (2) Gate valves 3" and smaller shall have threaded ends and shall used to flush out the system. minimum 10 mil. must meet requirements as set forth in Federal Specification points of connection as indicated on the drawings. PS-21-70. (Solvent-weld pipe.) be equipped with a bronze handwheel. (1) These charts shall De completed and approved (2) Sprinkler heads shall be installed only after flushing of omp pp prior to final (2) Connections shall be mlade at approximate locations as shown (5) PVC solvent-weld fittings shall be Schedule 40, 1-2, II-I NSF (3) bate valves 3" and smaller shall De similar to those manufac- on drawings. Contractor is res the system has been accomplished to the complete satisfac- DESCRIPTION P TION OF RE VISION DATE E CITY field observation of the irrgation system. tured by 1JibGo T-11-6rw� or roved u 9 responsible for minor changes tion of the COY- A M RO p approved, conforming to ASTM test procedure D-2466. DD al caused by actural site conditions. SsCITY- �� 'GT ��-+��. OF RANCHO CUCAMONGA LANDSCAPE PLANS FOR ERet4cZ -ro �G,-MiMPurs MILLIKEN AVENUE & ,CIly -O 9^-W-HO Cd__^M04c10^ 1- BANY N STREET APPROVED BY: _ DATE' ` CITY ENGINEERRC.E N0.72 DESIGN -�_-ID RECOMMENDED FORSUM/SUMMERS & PARTNERS, INC. ) DRAWN 34118 COAST HiG~Y,DANA"NT,c�iiowrin 92629 piM�t,t SHI E T � LANDSCAPE ARCHrrEM, ASLA L6-or 12 CHECK � DRAWING NO. 1 HEQ `DATE FILE Plb 1271 _ L -1"4;-r^L, IJZal UAL-,5 S N or tom- FH r5:p 5�jj 17- - 5e-7(r.., rfz-.mrr--;O Pte- r`7_ r5; K Is rzlrRoI I� Lam- _ 6 '� - `� - _ N1 LINE SEE SHEET L-6 14 > I Kofi �� 5 I 11�C��c�-rEs fir- coN-� p � �o�' _ Int' Gam`- l-U1" 10 I- �'I1� Cid �S c► ' V - - iZ /h NL 0I W -- cn GCIA.- C55i!N,� !� - W y 17- P G AS �� - GN M5 �� - GIS �5 c-InL) F41I C_-^• 5 i MILLIKEN AVENUE `\ � ` _ .. ,_ ` fes^i..\ _- , •-_. - \ f /"o \ Q 1 i l�f' I L.ort' Lo-r 8 S- - mo►. @ I�fi I�F1 0, (tel- F'J's,'p CA^ 5 -> lo- mo HZIIIIII r�3 I o- hf-I o 1=12 s LST - SIN CSM CSS Lar 2 FFS It I 0 um 1 V W RF- ..r O -- - -.- -- > moi I In I GI N PI N GeI hlLu S �s �G��> 3- �I f� i 5 �> -G N CSM IS G►°�(.. 1 Q WI IW 25 uj - p Glf'�� L,� _ I� - I �' G� �s 1 2�" ' �� MILLIKEN AVENUE 1 ZI IW MILLIKEN AVENUE ' 1 PARKWAY: SHEET L--7 - TREES: 15 GALLON---49 1 t SHRUBS: 5 GALLON--+V 1 GALLON-10 GROUNDCOVER----13-389 9.f. I (HAND PLANTED) J hE7F 511S IM rfZo TURF 1,332 S.f Lam' �� I `s � IJ�• C�`' I�I Dpi, �� o VAN DSCApF��c SUNR SE DR. . �V`' �N SU MATER 'Sim IS C-�� DoT 4 - - �2 M', 0 � 1211 D,U - cn LI . OF ORK — 1 � � ` __ . NORTH - ----- - _.- Ium � W // / // `rtq NSP -� 1 SCALE: 1 = lU - U �f�f CAt1E4R URF1 uj X of or or cc PLo"4 e-HrcK clTr �^ rlS A' L 1 Q J�N� ��, } DESCRIPTION OF REVISION DATE CITN (^H - �i c^ � / ��> G N G� rl�� 1 W W W 1 i _ _ CITY OF RANCHO CUCAMONGA W � W 1 Ad at.>/ G g�LLIKEN . � z Z 1. _ c, c Z _ �� r �" HL-3C LANDSCAPE PLANS FOR 1 MILLIKEN AVENUE Q BANYAN STREET APPROVED BY DATE: 1 CITY ENGINEER _ RC.E NO..L 1 / f DESIGN C7 RECOMMENDED ULJU DRAWN FORSUM/SUMMERS & PARTNERS, INC. 3111E COAST HIGHWAY,DANA POINT,CALIFORNIA 92629 V14)4%6111 SHEET i lCHECJ LZ2w LANDSCAPE ARCHITECTS, ASLA L'T OF All- CHECKED KED I DRAWING NO r - DATE FILE NO I 4n s� BANYAN STREET W =J V F.. fir• � 1 v� � - I"14 W MJ V U \ Lai Z - - W i _ 1:1-- - Q V LIMIT .�F .W rh M to �� 10 Id o ��S -> 15-�C` L 5 c > 'NORTH 41 1 p 2 I ff f:I f4 CI,rls �-) � �4 �►�� i 5 H o �s 20 X I� G �5 > ,� S 0 I C-I W I C)E GSH C fe0T� MoVK,-q121 P e W M I'-1' k4o r-1c. ,.�-._ ._�- -- Of W 4 SU C., '27I C> 5 MOJ H a l H4 ISI -fiH V'? 1"I%% M?., Clly 01 g^"C No GUI�M oN HAI' � 'I POPS M, KN'L IZ p I PLANTING NOTES: -1- n All t ei3s are r t to be located: 10' from any light standard, powe. pole or reinforced concrete box. 1 F from an approach, fire hydrant y drive pp or underground structure = 1j: (i.e. catch oasin, vault). .. 5 from any meter. Any tree within 5 feet of walls, walks, curbs or other potentially root-damaged F- hardscape shall be installed with a root control container. Prior to backfilling 3 -� - _ _ _ _ W tree pit, contractor shall have City inspect deep root container installation. Of � I Upon completion of installation, W � p p a maintenance period of 180 days is required .oD � I�, �I� ��J 1 W prior to final acceptance of the work by the City of Rancho Cucamonga. W 1 H C� re 1 W Maintenance shall include mowing, weeding, irrigation, pruning, tree v� 9 9 W 1 ` � 1 root balls which settle below grade, fertilizing and applying such sprays as are y 1 I-G H C,� S �' 4- FI H �� ' 11GI 15 - G IAF �5 ��`� I - �� 1 W necessary for proper care and upkeep. Maintenance also includes all repairs, ' MILLIKEN AVENUE 1 Z replacement, cleaning and adjustment necessary to keep the irrigation - ._ rHo system in good working order with proper coverage. Ground cover spacing shall be uniform triangular spacing and shall be p 9 1 continuous under all trees and shrub masses as shown on plan. j1 Hydroseeded lawn shall be 45%"Rebel It" f*egcue_) 45% "Af)ach�Nfexue ! lot A-154bluegrass @ 15 lbs. per 1000 square feet. 1 All plant material shall be subject to approval by the Landscape Architect ander Cit riorto installation. LYS Y P KF_a011ZF,0 hilt C 11Y OF le^Ne-Ho See sheet L- 9 Planting Legend & Plant Materials List. '�J lAN DSCq pF4� A-jutI 14188- rUI4M M^4 G45CI< �Q,- SIN Summ, cy� n ® J U L`( -cop, I'lOe- PevISI vr� r59 R.G. M^O CH SIG r ® 12.- 12 8f3 - -� rtj �e6 , I HDK�J fj � MILLIKEN AVENUE I �Ea C I PARKWAY: SHEET L•8 W "'KAD C UC�A1�OHi4 ^ F 1 `tel CH GL �f��f OF (AI,��p�\' I - o S ^� TREES: W � c&u°u �4C4C SC^ 5 obOX. �o SHRUBS: Z I W 1 GALLON--O CITY 7 DESCRIPTION OF REVISION DATE APPROWD W Lu - GROUNDCOVER.---z,99a:.,r. CITY OF RANCHO CUCAMONGA (HAND PLANTED) I O TURF 3,400 el LANDSCAPE PLANS FOR >s•> qty y _ .21 0 IQ Z I _ L I �.^L �, � N �s MILLIKEN AVENUE & Iq- p �5 �IW BANYAN STREET I_ CISP vllW 1 APPROVED BY I DATE V MILLIKEN AVENUE W CITY ENGINEER #I CE No. 2 S . _ I '00000I �. . . ` / v �./ ® ! 1 � �ESiCN ,� �lC� RECOMMENDED RTH O FORSUM/SUMMERS & PARTNERS, INC. N 3411810^51 HIGHWAY,ONN^POINT,ULIfO1tNL�92629 (71 4)196-6111 SNF E T LANDSCAPE ARCHITECTS ASL^ _ 8 or — L - - 1--- -__ - -- - - - -_ -_-- 'tiF'wF^ DRAINING NO _ SCALE. 1 = 20 0 s CATE —_ BILE POO 1271 1. rrzoj E�cfi L4L�44s t:H E �T 4a -6f=44 . 41 51 BANYON STREET SHEET L-R TREES: 15 GALLON---f SHRUBS: 5 GALLON-/0 GROUNDCOVER---{�'ffla.f. --- (HAND PLANTED) �•--- • BANYAN STREET 1 160 - ct^ s Ilv - � 1 - P'j W6 1 Ur 1Lw _ 1 W L L IT WOR _ �F^ 15 - HO Fir CSL-) IS-WL 0614 r5 6�^o V 1 A rte. (57 Gq^� Pit�-S' G--.f 0 4-) 1 NORTH 1211 '5) z �' all f9 s Zi SCALE. 1" = 20 0 o ■ ZL ,4�,6. ��.� !� 6" WI c e �L, MoWS-TRc P FM c� ( F' � ��o C��M�� O • pis , SLOPE AREA TR. 13858 SHEET-L-9 MT OF WORK TREES PR NVATE. MASONRY VAL'` 15 GALLON----5 PER APPF2dVED SITE PRODUCT ION 5 GALLON---�vl PLANS SHRUBS: 5 GALLON-- 0 1 GALLON-70 i GROUNDCOVER---11,172 s.t. V 3 L 1 J MS ('' (/` TURF 2,760 a.f. V' I to COT Pad.61Lis� C H-��oE7� V - S- EL1G fz1.1t� S� Q MI al .Ort cvl I �� <v0 �—O"r 5� I 1..0� 56 i w'irDSc4PE� 5 I�v22,� 41f lo�N SUMIWER� c'Si� �- c- 7- EIJGSIC� S x NORTH o�. \o,o SCALE. 1"= 20'-0" 55 -GST EA.ELl • - Qi MAY 2�, �°IP�- hwl�oN� f�12 R, G, ® �� P,�yR-�hl� � Y-,t1, P5'o DESCRIPTION OF REVISION DAT11 TY 0 JUNE �, Ar►Ravto ieioS- Ful+E� M.P14 CHEC1- CITY OF RANCHO CUCAMONGA a LANDSCAPE PLANS FOR �Imo- �E-,G� 1 ,AVENUE _ pEG 23 INS s- F U, .t a f�t'� P I c�I BANYAN STREET G , X ri vla%R c I� ,o • > �j �3�of ((-12-90 - APDRKWAY APPROVED BY: DATE: 1�j , — > MORNING_ PLACE _ CITY ENGINEER RCE. W. 22327 Q� _ DESIGN ��" RECOMMENDED Tia-5�+ ' I J ] A0-_m�crnEs 1. c 'z%OTP�1� -T-� r � cI ... LOT- S DRAWN SHEET � �ic� 8-61IJ � o. 1l LOPE A TRACT 13858 CHECKED — DRAWING NO RCE t10 �� DATE FILE NO rt � fll;�toJ U<�T 5 4E;HEf - A4 I e-f r.L r Aw n SIR r,my ; ic - - - 4 e JUG t I MAN Lg IAWMM 10 via low40 MANI FA or W-AW WORK"w modwommil".0 HE BE MOM M ' lea 2-14 iii • _ , O �� • PI WN fAq w0lb ,+ • i � � / I/ � i . _.Lia L_.. _ �'�w�ye•►�Ai� �_�_ �� j � � � � �_�T - - -— �© �.. Sell MI MI� r►;Vie_ . W 0�0'/�.M.��1�®I�� UPON evil PI PIP;a:Z,q I MI PWP �� , ,' •� //y • �� - . . `' /� Alf • PLANTING DETAILS PLANT TABLET SCHEDULE PLANT MATERIAL LIST GRO-POWER PLANTING TABLETS FOR CONTAINER-GROWN PLANTS PIF" 44- M-k& I�°E•�t'�`I` 'xr' P 2 1 GALLON CONTAINER RECEIVES................................... 2.3 TABLETS ��p PI Na 2Z owx I . . 3 GALLON CONTA114ER RECEIVES................................... 3-6 TABLETS ACA BAI ACACIA BAILEYANA IS C-pN_ 101 RAILEY ACACIA 5 C4• 78 . • , S GALLON CONTAINER RECEIVES................................... 6.9 TABLETS E3AIJ VAR RAUiiINIA VARIEGATA 15C"1l%�L - ow ,� / /�, ,N� 7 GALLON CONTAINER RECEIVES................................... 8.10 TABLETS PURPLE ORCHID TREE MULCH (FOREST HUMUS) �� BASIN ALL SHRUBS SO THAT ��• 10 GALLON CONTAINER RECEIVES............................. ... 10-12 TABLETS CIN CAM CINNAPIOMUM CAMPHORA 1501. t� /) ....... TOP DRESSING Y CAMPHOR TREE WATER LINE DOES NOT EXCEED �'� FINISH GRADE TOP OF CROWN .•I" � � /�/� 1'S GALLON CONTAINER RECEIVES...................................1 2-15 TABLETS EUC RUU EUCALYPTUS RUDIS IS�a,°�l. 7�j • DESERT GUM w ;'•� 20" - 24" BOX RECEIVES...............................................14.16 TABLETS 15 4^L PLmT fio' SITE SOIL PLUS AMENDMENTS 30" BOX RECEIVES...............................................16-18 TABLETS EUC SID EUCALYPTUS SIDEROXYLON 'ROSEA' 15< . • 1Fp RED IRON BARK S BALL PER SOIL ANALYSIS I-r, 36" BOX RECEIVES...............................................18-20 TABLETS g .• , . : . � (2) "TWIST-BRACE I " GEt PAR GF.I.IERA PARVIFOLIA F I J TREE TIES. RACE'StIeFllt1 T}I 42 BOX RECEIVES...............................................20-22 TABLETS AUSTRALIAN WILLOW i� FIRM BASE.". 11I PLANTING TABLETS (2) 2' x 8' LODGEPOLES Q (SEE SCHEDULE) ON WINDWARD SIDE OF TREE (2) GALV. 6G®S EACH END. 48•1 Box RECEIVES.................... j; AVAILABLE FROM V.I.T. PRODUCTS ...........................22-24 TABLETS I - ,E 6TMuNC� DR-tENT/k'[[olJ : f� ,. FIRM UP SOIL AT BOTTOM N (714)891-8338 6o BOX RECEIVES...............................................32-36 TABLETS I n PIN CAN PINUS CANARIENSIS �JC"1P'1� 66 OF PIT TO PREVENT (2�TVV'OTMESTHE �'1i r LARGER SIZES •-- FOR EACH 1/2" CALIPER USE:...................... 3.4 TABLETS CANARY ISLAND PINE 2+"c��c 2 PLANT SETTLING e° ° 3l�" x 5 WIDTH OF BALL "NOTE:FOR EACH TREE IN TURF AREA, INSTALL PLA RAC PLATANUS RACEMOSA IS q2 � ONE TREE BOOT" PER MANUFACTURER'S CALIFORNIA SYCAMORE, oFox 2 .,� >� �, �► N INSTRUCTIONS. LIN51Y LlQulo►�M0►�12 S'IYR�CaF{-� 15C�L 5 ( qp !> AVAILABLE FROM V.I.T. PRODUCTS. 5 FPASHGRADE (714)891-8338 T Cru M "f"o-tA-L. SHRUBS qUAHn SHRUB PLANTING - .� PLANTING LEGEND TREE BALL Y 1 `v N FIRM BASE COT PAR COTONF.ASTF,R PARNEYI I UFV I Ir M RED CLUSTERBERRY 7 • IFEE., E1..A PUN ELAEAGNUS PUNGENS 'FRUITLANDII ' la1N4.(o SILVERBERRY DOUBLE STAKING TREE ESC FRA ESCALLONIA FRADESII MULCH (FOREST HUMUS) -�/PI�J�� L T�E l PINK ESCALLONIA 1� TOP DRESSING _ I / 5�Pep P1i0 FRA PiiOTINIA FRASF,RIrj C--SAI.. FRASER'S PHOTINIA FINISH GRADE I RAP CLA RADLA HAWTHORN 'CLARA' SC�- �j�' RETENSION BASIN AT •� TRA .IAS TRACIIF,I.OSPF,RMUM JASMINOIDES I 124 BACKSIDE OF PLANT �► STAR JASMINE CO PLANT (BASIN ALL TREES AND w BALL SHRUBS ON SLOPE)' N� IZI Div XYL COM XYLOSMA CONGESTMI '00WAcrAr 15 '263 v 0 CWHRr SHINY XYLOSMA 1 C t- 81 SITE SOIL PLUS AMENDMENTS s y PER SOIL ANALYSIS . �•. BASE ��N� (,4yopzc��U*) PLANTING TABLETS •. � v (SEE SCHEDULE) . . ® FZ2- C� K FIRM UP SOIL AT BOTTOM <SEE NOT t-IT L---7)L-- � (� � OF PIT TO PREVENT GROUNDCOVER , a GAZ M.W. GAZANIA HYER►IJ��CLUI►1PIN6 lwFfil� SQ PT: �:�jiS.F PLANT SETTLING WIDTHOFBALL -'�'�` j 2" x 8 LODGEPOLE STAKE WHITE CALM"sAZANIA FT' ON WINDWARD SIDE OF TREE TREE AND SHRUB PLANTING ON SLOPE ,� ` ; FIGURE "EIGHT" CINCH-TIE. NAIL WITH ONE FURRING NAIL AT TUR' G� BACK OF STAKE TO HOLD IN PLACE. HYDROSEEDED TURF SHALL BE 90% "FALCON" OR EQUAL TURF-TYPE AVAILABLE FROM V. I.T. PRODUCTS TALL FESCUE b 10% BLUEGRASS @ 15 LBS. PER 1000 SQUARE FEET. (714)891-8338 5"� liG sF. Q: ToT�I.. sQ, Fr.: � 7 v N FINISH GRADE HYDROSEED MIX NOTE: FOR EACH TREE IN TURF AREA, INSTALL TREE BALL ONE "TREE BOOT" PER MANUFACTURER'S *IAINICURED SLOPE MIX WITH LOW WATER REQUIREMENTS. INSTRUCTIONS. "lASSING GREEN EFFECT WITH COLOR, 18"-24" HIGH. c AVAILABLE FROM V.I.T. PRODUCTS. SPECIES SELECTION TO BE DETERMINED AFTER PREPARATION OF SOILS REPORT UPON COMPLETION OF FINAL GRADING. TO FIRM BASE `cvV (714)891-8338 BE APPROVED BY THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPT. I PRIOR TO HYOOLOSTED APPLICATION T 1- IT 3Sj x{75 s,F, 1 SINGLE STAKIN6 :FREE Q o4i mm• le�Ir::7ION�j rep— I2t,&,KG'-10 FINISH GRADE MULCH (FOREST HUMUS) ' TOP DRESSING ONG-YP` f�-P�I �-N�IC cit" DESCRIPTION OF REVISiaW pATt A►PR01I[o SITE SOIL PLUS f2, c. R �rtH . CITY OF RANCHO CUCAMONGA TREE AMENDMENTS PER Q `JULY �D� FIBS- FUR--TH 9 hFi�/I�IaNt� I � -�1`� I�P� S�`�IN� � U��Mt• L "BALL SOIL ANALYSIS � �� .��. •: � °� , LANDSCAPE PLANS FOR 1�l R� Np coVG•�Z IS c-,°a-QED C7L�" , � PLANTING TABLETS AG�EM�R 23� �'�� - R�/1514N�.� I'� I � c�a& sP,��•I � � , �;� FIRMBA.SEr:�• • (SEE SCHEDULE) GHQ MILLIKEN AVENUE & '�``` " x'16 sHow� • FIRM UP SOIL AT BOTTOM = _ = BANYAN STREET /�� CO��lE� ��'��l N� OF PIT TO PREVENT (�TWOTMESTHE s�� f�q APPROVED BY: - DATE: ® V` OU 1 O PLANT SETTLING WIDTH OFT} ggLL �`�� N wMMf'��, CITY ENGINEER R.C.E. 40. 2 23 7 DESIGN RECOMMENDED NOTE: BASIN ALL TREES NOT IN LAWN AREA J L� ony � BASIN WATER LINE SHALL NOT EXCEED TOP OF CROWNt * DRAWN FORSUM/SUMMERS & PARTNERS, INC. SHEET 1, ^ Hl1.CORS?MG N,OMN FUINT.CAUFQN%�k!i2! 1741!1«n 1 L.JI I�FV•/� w4o6cAPE NacwTEM A%A OF 1 TREE PLANTING J}�IE0F �IEo� CHECKED DRAINING Na S DATE FILE NO 1271 _ L T�r� I �J�t �1J�`� �G•G 1 �GII�� PLANTING SPECIFICATIONS GENERAL SITE PLANTING 5. Sod - See Planting Detail sheet for Type of Sod 7. H droseed Turf Y 3. Planting f. The project shall be so cared for that a neat clean The CITY Yequinrs a soil analysis made after completion of the a. Areas shall have a smooth and continual grade between condition will be presented at all times tQ the satisfac- Hydroseed all areas designated as 'Hydroseeded Turf' . See Planting Plant trees and shrubs as called for where indicated on Planting rough grading. The Contractor shall incorporate all soil amendments existing or fixed controls, such as: walks, curbs, f tion of the Owner and Gift' In spect'or. The landscape Detail sheet for type and quantity of seed mix, fertilizer and Plan and as detailed on Planting detail sheet. Substitutions and fertilizers prescri�-therein. The soil preparation specified catch basins. Roll , scarify, rake and level as necessary additional amendments. of plants will not be accepted unless approved by-landscape contractor shall be expected to make minimum of one weekly visit for maintenance purposes. below shall be adjusted according to the analysis. to obtain true, even soil surface. Architect. InstalI ro- ower anting tablets as called or in end.aPlant all container grown plants in planting pits two 1. Weed Control for Lawn, Shrub b Ground Cover Areas b. Apply fertilizers as specified on Planting detail sheet Ar APPLICATION Tg. At the end of the maintenance period, all areas that have onto the soil . l2� times wider and two (2) times deeper than the container. been planted shall be fertilized with commercial fertilizer, 1 . Equi Vnt: Hydraulic equipment used for the application of Thoroughly mix the specified materials found in the soil (Except Slopes) the a fertilizer, analysis 16-8-8, at 300 lbs. per acre, and watered thoroughly. c. Laying: Sod shall be laid the same day it is delivered. seed, and fibre pulp, shall be of the analysis and those specified on the Planting detail sheet, with TL shall ' Super Hydro-Seeder' type, as approved by the Landscape the site soil , prior to backfilling of planting pits. h. The Contractor shall request a final inspection seven (7) not be left on pallets in the hot sun Longera. Remove all existing weeds from surface. Remove all roots Architect. This equipment shall have a built-in agitator - q of Bermuda-Johnson Grass, etc. than necessary. s 4. Gro-Power Planting system and operating capacity sufficient to agitate, g Tablets (See Planting Detail Sheet) days prior to the end of the maintenance period. This request shall be written and directed i:o the CI and the Landscape d. Unroll sod careful) and lace in staggered pattern of suspend, and homogenously mix a slurry containing not less b' than 40 lbs. of fibre mulch plus a combination of 7 lbs. 5. Hydroseeding Specifications For Slope Areas Architect. Upon acceptance of the project, the Contractor Install irrigation. y p gg p strips. Sod shall be laid and taped against adjacent fertilizer solids for each 100 gallons of water. The slurry shall be relieved of any further maintenance. c. Fertilize all shrub/ground cover areas. Apply 10 lbs. of strips to eliminate joints and edges. distribution lines shall be large enough to prevent a. HYDROSEED MIX 3. GUARANTEE 16-20-0 commercial fertilizer per 1,000 sq. ft. stoppage and shall be equipped with a set of hydraulic e. Trim sod pl conform to lawn shapes designated in the spray nozzles which shall place the slurry tank and spray Hydroseed mix and mulch shall be amended to suit specific All turf, hand-planted and hydro-seeded d. Water all shrub/ground cover areas for three weeks to Planting plan. nozzle within sufficient proximity to be seeded. site conditions. Verityh droseed mix with the (Zity- - p Y ground cover, and shrubs Shall be germinate weed seeds. Water application at low rate to In6 ectoe, upon results o the sot ana ysis. a mix guaranteed to live and grow for a period of ninety or. avoid erosion. f. Watering: After sod is laid, it shall be irrigated 2. Preparation: The slurry -preparation days after installation and acceptance b the Ci Ins ecfor. p p p y �preparation shall take place at shall e applied to all slope areas directly after the Trees shall be guaranteed for one year.by mate ial that fails thoroughlyto provide moisture penetration to at least 6". the site of work and shall begin by adding water to the installation of all plant materials as final dressing. Trees be grow through and guarantee period to ough the specified maintenance hr e. Apply contact weed killer 'Round-Up' to all planting areas. tank when the engine is at half throttle. When the water See Planting Detail sheet for type and quantity of seed b g. Handling: All sod in sodded areas shall be handled and laid level has reached the heights of the agitator shaft, good mix, fertilizer, and additional amendments. replacedy the Contractor at maintenance cost to the Cry' f. Plant shrub/ground cover as soon as 'Round-Up' has dissipated, in a hioh standard workmanship manner. All ends, joints, circulation shall be established and at this time the seed according to manufacturer's specifications. and cuts to fit tightly so that there are no voids and the shall be added. Fertilizer shall then be added, follower; 4. INSPECTIONS final appearance is one of a continuous lawn. Sections 6. APPLICATION by fibre mulch. The fibre mulch shall be added to the a. All inspections specified herein shall be made by the landscape 2. Soil Preparation b Finish Grading of sod less than 18" long or 9" wide shall not be used. mixture after the seed and when the tank is at least one- 1 . Equipment: Hydraulic equipment used for the application Architect or his representative. The Contractor shall request h. Inspection: No sod area will be acceptable until approved third filled with water. All fibre mulch shall be added o the fertilizer, seed and fibre mulch shall be of the' a. Rough grade - Site to be received by Landscape Contractor to P PP ,' inspection at least two (2) working days in advance of the time by the time the tank is two-thirds to three-fourths full . Super Hydro-Seeder type, as approved by the City within 1/10 foot plus or minus by others based upon Landscape Y the Landscape Architect. Spraying shall commence immediately when the tank is full . in SsppeGtOr this equipment shall rave a built-in agitator that the inspection is required. Architect's grading plan. system and operating capacity sufficient to agitate, suspend 6. Stolinized Turf - See Planting Detail sheet for Type of Stolon b. Inspections will be required for the following parts of the D. Finish grade - Finish grading to consist of grading, raking 3. Application: Apply hydro-mulch in the form of a slurry and homogenously mix a slurry containing not less than 40 work: consisting of wood cellulose fibre, seed, chemical lbs. of fibre mulch plus a combination of l lbs. fertilizer and hand work necessary to achieve desired contour and flow a. General Definitions: Stolon installation shall consist of additives , commercial fertilizer and water. When hydrau- solids for each LOQ gallons of water. The slurry distribu- line patterns resulting in evenly finished surfaces free of the following: Qualitystolons, proper planting date, lically sprayed on the soil surface, the hydromulching tion lines shall be large enough to prevent stoppage and grading g prior to p g 1 . Upon completion of radio and soil conditioning debris and litter. adequate soil preparation, incorporation of suitable soil shall form a blotter-like ground cover impregnated shall be equipped with a set of hydraulic spray nozzles planting. amendments it required, preplant fertilizers, proper uniformily with seed and fertilizer and shall allow the which shall place the slurry tank and spray nozzle within p planting, but before planting c . 4pread over at + taw,, , si►r„n .,i,►1 ,,r�,�,i,�i cover stolon storage, planting of stolons approximately 75X into absorption of moisture and rainfall and percolation to sufficient proximity to the areas to be seeded. 2. When trees are spotted for )anti �r��s , ame,►�I►ne,►ts a„(i fertIIIxr- r prescr.thed in damp soil and thereafter adequately irrigated. the underlying soil . Remove all fibre applied to drain holes are excavated. G�>t is report . fhoro„gl�ly �nfx enc ., Roi i cn depth utter, streets, walls , and other construction. Leave 2. Preparation : The slurr of h'• an;l f i „e 9y preparation. shall take place at the gr ,�te . ,1,.,1,E m.>„„cis ,� sl,nwn �„ b. Materials and Composition of Stolons : The standard unit of3. When planting and all other indicated or specified work, pians . Contour interval at I ' (1 " . (;nntractnr to measurement for stolons shall be a bushel . A bushel is defined site broom-clean. site of work and shall begin by adding water to the tank except the maintenance period, has been completed. when the engine is at half throttle. Whin the water level Acceptance import soil necessary to attain deslp,n grades and as 1 .24 cu.ft. , loose packed and having a minimum weight of eight shall establish the beginning of the mainten- has reached the heights of the agitator shaft, good circula- ante period. herms , import ce t to be free -,f weeds , radiis , (8) pounds net. GENERAL SLOPE PLANTING tion shall be established and at this time the seed shall ai,<i have balanced p1, . �mo�,c +, ,<i given grarli ►'); be added. Fertilizer shall then be added, followed by fibre 4. Final Inspection with the Ctry or his representative at without depresstn►,s or high spo s , to provide See Planting detail sheet for type of stulon. Minimum planting The CiIN r'e'quires a soil analysis made after completion of the mulch. The fibre mulch shall only be added to the mixture smooch a►,d even s„ rfac•es for i,r(.per drainage . rate shall be five (5) bushels per 1 ,000 sq. ft. Stolons shall rough grading. The Contractor shall incorporate all soil amendments after the seed and when the tank is at least one-third filled the end of the maintenance period. Filial Rrn(te wi 1 I he 1 holow Oval ;-./top t)f c„rh. be grown from high quality veggtive material upon soil treated and fertilizers prescribed herein. The soil preparation specified with water. All fibre mulch shall be added by the time the 5. VERIFICATION OF DIMENSIONS Remove from the stte , ; i stones and deleterto„s with appropriate State and Federal regulatory agency approved below shall be adjusted accordingly to the analysis. tank is two-thirds to three-fourths full . Spraying shall ma[ eri :, l over 2 " in size . A t ,, I .,nctng areas pesticides for control of diseases, insects and weeds. They commence immediately when the. tank is full . a. All scaled dimensions are approximate. Before proceeding with sha 1 t he top dressed wl t 1, , 1 .. layer of se• iiota shall be produced in fields periodically inspected by the Calif- PLANTING PREPARATIONAl work h a 1 carefully 'f Forest li,►mns ' y , the Contractor shall care u ly check and very y all ornia Department of Food and Agriculture Nursery Section to 3. Application : When hydraulically sprayed on the soil surface, dimensions and quantities, and shall immediately inform the insure high quality and freedom from diseases, insects and weeds 1 . Slope Texturing t e ydro-mulching shall form a blotter-like ground cover 3. Planting according to the standards in effect in the current publication of impregnated uniformily with seed and fertilizer and shall G(tY lnep ector' of any discrepancy between the drawings ' State of California Regulations for Nursery Inspection' . and/or specifications and actual conditions. No work shall be a. Cut Slopes : These surfaces shall be roughened in a horizontal allow the absorption of moisture and rainfall percolate to done in any area where there is such a discrepancy until Plant trees, shrubs and ground cover as called for where indicated on direction following the contour of the slope. The roughened the underlying soil . Remove all fibre applied to drain approval for same has been given by the Ci Ins e-cfor. Planting Plan and as detailed on Planting detail sheet. Substitutions c. Condition of Stolons : Stolons shall be defined as fresh living texture shall Z!! made by hand raking or similar mechanical gutter, streets, walls and other construction. Leave site � P of plants will not be accepted unless approved by Landscape rchitect. sections of runners and stems having nodes (joints) which will. means. broom-clean. produce growth (may be seasonably dormant and capable of renewing 6. UTILITIES a. Ground Cover - Flats and/or Cuttings growth after planting) when properly planted and maintained. b. Fill Slopes : These surfaces shall be compacted and finished a. The Contractor shall be responsible for verifying the All plant materials specified as rooted cuttings or flat stock on Stolons shall be cut to between one (1 ) and four (4) inches in and also roughened in a horizontal direction following the GENERAL NOTES location of all underground utilities, electric cables, PlantingPlan shall r contour of the slope. The roughened texture shall be made remain in the flats until time of transplanting. length. Chaff, soil or inert material shall compose no more than conduits, sprinkler lines and all utility lines prior to by hand raking or similar mechanical means. See Planting Detail Sheet For Further 'Motes an construction, so that The flat soil shall contain sufticient moisture so that soil dors eight (8) percent by weight. When delivered to the job site, stolons y proper precautions my be taken not fall apart when lifting plant from flat. Ground cover plants - shall be in corregated containers , Flean burlap bags or suitable not to damage such improvements. In the event of a conflict , y g planted. Roots plastic mesh bags. Stolons may be held on site for a 2• Weed Eradication Procedures shall not be allowed to dr out before or while beim ------- 1. CLEAN-UP g y approximately between such lines and plant locations, promptly notify the shall not be exposed to the air except while actually being planted. twenty-four (24) hours if kept shaded, piled no more than two (2) a. Manually remove all existing City Ins pect0r- who will arrange for relocations of one a. After all installation o Wilted plants will not be accepted. At the time of planting, the deep and continually saturated with water until planted. off-site. remove all rubbish vegetation and dispose of it Aerations have been completed, or the other. Failure to follow this procedure places upon soil around each plant shall be firmed sufficiently to force out air excess soil, empty plant containers the Contractor the responsibility for, at his own expense, packets. Plants to be planted in triangular spacing as specified d. Planting Date: The optimum planting period is generally between and trash from the site daily. All scars, ruts or other making any and all repairs for damages resulting from his O.0. (on center). All cuttings shall be minimum of 6" loo Install b. Fertilize all planting areas with fertilizer based on Soil marks in the area caused b g g. April 1 through September 30. Earlier and later plantings can y this work shall be repaired work. plants in 6"x6" planting pits. Water immediately after each planting be made depending upon soil temperatures s and availability of Labs recommendations. (See Planting detail sheet) Add any and the ground left in a neat, orderly condition. Leave and all soil amendments as required, per the soil analysis. site in broom-clean condition at the end of each working 7. EXISTING TREES until one inch of water penetration is obtained. All ground cover quality stolons. Plantings made other than during the optimum Begin watering g areas to receive a pre-emergent weed control treatment of 'Betasan' 9 g process to activate fertilizer and additive p g period of the year require a minimum of 20� additional bushels day. Hose down all paved areas, including walks and or 'Treflan' , applied per manufacturer's recommendation and consult&- of stolons per 1 ,000 sq.ft. chemicals. patios, upon completion of all work. a. Contractor is to insure the preservation of any existing tion with a pest control advisor. Care shall be exercised at all c. Water all planting areas thoroughly and continuously for a trees on the site. Damage or loss of these trees will times to protect the plants after planting. Any damage to plants by e. Soil Preparation : Debris shall be removed, weeds may be removed 2. MAINTENANCE result in replacement of equal size by the Landscape period of two (2) consecutive weeks. The Ciiy Iv)spector trampling or other operations of this contract shall be repaired or plowed under, the soil tilled four (4) to six (6) inches in Contractor. immediate) shall approve specific watering duration and frequency a. The Contractor shall maintain during installation a fertility, drainage and texture shall be worked into the soil. sufficient number of men and adequate equipment to perform b. Shrubs i Trees All areas shall be rough graded plus or minus one (1 ) inch, the work herein specified. Plant maintenance work shall d. Discontinue wateringprocess for two 2 days , then apply then thoroughly irrigated to wet the soil profile to a depth of p ( ) Y pf y consist of applying water, weeding, caring of plants, g Y g p p ' Round- i f g g g p Up perennial weeds appear on the slopes. If � 'pc Plant all container-grown plants in planting pits, two times wider eight (8) to twelve (12) inches. Finish grade to level , the top o� including ground covers, shrubs, vines and trees, edging c� s+sMM 'yi annual weeds appear, use straight contact herbicide as and mowing lawns, `� and two times deeper than the container, as detailed on Planting three (3) inches of soil must be in a loose, friable condition r the g fertilizing, control of pests and NO s detail sheet. Thoroughly mix 1/3 organic backfill (Nitrolized and free of rocks larger than four (4) inches. Ammonium phosphate pest control advisors recommendations. No water diseases, and maintaining walks free of debris and dirt. redwood shavings or equal ) and the amendments specified in the (16-20-0 shall be applied for a minimum of four (4) days `allowing U o (or other recommended fertilizer) shall be broadcast on application 'of contact weed killer. poo completion of each area of install?tion, the Contrac- soil analysis with the site soil , prior to backfilling of planting all soil surfaces at ten (10) pounds per 1 ,000 sq.fi:. Soil pre- tor, City (v)s p e-ctor and Owner shall conduct an pits. Install Gro Power Planting tablets, per the manufacturer's paration and amendments for heavy use, such as, athletic fields , e. Allow sufficient inspection of completed area, along with the Owner's �Ir _ >M• instructions and as detailed on Planting detail sheet. Basin all may be more extensive than the foregoing. period of time to insure that all weeds maintenance representative. At this time, a list of trees not in lawn areas; basin shall not exceed top of root ball are dead. corrections, if any, shall be made which are the respon- s crown. f. Stolon Planting: Stolons shall be planted within 24 hours of f. Water all planting areas thoroughly and continuously fora sibility of. the Contractor. r�TEOF�0��\. delivery to the job site. The stolons shall be pressed into period of three (3) weeks. A shorter wateringperiod may c. Top Dressing the friable da soil in such a manner as to bur approximately � y b. After all work has been Completed, inspected and accepted, damp Y Pp Y be permissible at the discretion of the C, Ins ector 75% of the stolons to a depth of 1/2" to 1-1/2" ; stolons thus �' P all areas will be maintained fora period of (►moi To dress all round cover and shrub areas with 1" thick layer of p and/or the pest control advisor. Discontinue the watering calendar days or as 1 as is necessary to establish Top g ye planted shall be rolled immediately thereafter, to assure process for one 1 ' da Y o� Y Sequoia Forest Humus or equal . P ( � y prior to the second application of thriving trees, shrubs, turf, and ground cover areas intimate contact between soil particles and the stolons. For the herbicide spraying. Re-apply the spraying operation without bare spots. d. Stakingplanting large areas in excess of 10,000 to 20,000 sq. ft. , with a straight contact weed killer, as per the pest control DESCRIPTION OF REVISION tATe CITY - mechanical stolon planters as the Cal-Turf stolon roller, shall advisor's recommendations. Allow a minimum of four (4) Ate '' beemployed. In small residential lots , stolons may be c. Keep all areas weed-free, adequately watered, and neatly Y days without irrigation, for effective final weed kill . Stake all trees as detailed on Planting detail sheet. scattered on the prepared surface and top dressed with approx- cultivated for the vim; day period. Remove all dCITY OF RANCHO CUCAMONGA imately 1/4" organic material , then rolled. It is not necessary debris from site and keep the entire site broom-clean. e. Pots 9 Planters to top dress stolons which have been properly planted with g• Clear all desicated weeds from the slopes to the finished Mow turf areas weekly. Hydroseeded turf areas shall be suitable mechanical equipment. grade. irrigated atter the slurry mulch has been applied and Apply Thompson's Water Seal or equal to inside of all pots and allowed to set for one (1) day. The soil surface must be LANDSCAPE PLANS FOR redwood planters prior to planting. All pots shall be drilledg. Irrigation : At no time after planting shall stolons be subjected h. Water all planting areas thoroughly and continuously for kept moist at all times during the germination period to for drainage and furnished with saucers. to drying. Newly planted stolons shall be irrigated to a depth three (3) consecutive days to saturate upper layers of avoid desication of seedlings. of 8" immediately after planting; at 1000F. , fifteen (15) soil prior to the hydroseeding operation MILL 1 K E N AVENUE & 4. Special Backfill Mixes minutes is the maximum interval between planting and irrigation. d. Re-seed all bare spots in turf areas at two (2) week at 750F. , one (1 ) hour is the maximum interval. New stolon i. Then allow planting area soil surface to dry out for one intervals and maintain until an even stand of turf, without BANYAN STREET . a. Azaleas - Use pure Peat Moss plantings shall be kept saturated with water at all times for (1 ) day only, prior to the hydroseeding application bare spots, is obtained. Re-seed all slope areas that fail the first then 10 to twenty (20) days after planting, or Care must be taken not to allow the soil surface to be to germinate evenly. Repair all eroded surfaces at no cost ( ) Y Y P 9 APPROVED 8Y: DATE: b. Camillas i Ferns - Use 50% Peat Moss super-saturated with water prior to the hydroseeding to the Owner. until the new turf plants are sufficiently rooted and well CITY ENGINEER 3'97 25% Forest Humus established to withstand less frequent irrigation. installation. At the same time, the soil surface should R.C.E NO. 25% Site Soil not be bone dry. There should be some residual moisture e. Damage to any planted area shall be repaired immediately. DESIGN RECOMMENDED within the first 1/2" of soil surface. Depressions caused by vehicles or foot traffic shall be "-JL-e;? c. Pots and Planters - Use Kellogg's Indoor Planter Mix. filled with topsoil, leveled and replanted. ExterminateFORSUM/SUMMERS & PARTNERS I J. Begin the hydroseeding operation on all areas, as specified. gophers, moles and repair damage. DRAWN ,,,,ecasT►, ,►r,D,��c,c,,►, ,n„ (,,;)I,�C; SHEET' a AEG. 2�j ®l�8 - Rir.�lo} E'ER G� i°�V� C wvosc. n�cHrrEcrs, L 1 9w or 12 / Q n,� , / `l I 1 CHECKED I DRAWING NO. &iLLY 6 199 - K•a vic,+;P e� f;L-c r''t_ s ci4 it., I�.I� DATE FILE NO a7 l L_ _Ta V -_ 1 rl`<�JECr. edU^tsGr =rF-E7-- o44 �.s �S DEVELOPER/OWNER LAN DSCAPE ARCHITECTURAL PLANS M. J. BROCK & SONS, INC. 250 E. RINCON MILLIKEN AVENUE SUITE 200 MEDIAN LANDSCAPE CORONA, CA 91719 (714) 736-0711 BETWEEN HIGHLAND & BANYAN LANDSCAPE MAINTENANCE NO. 6 VICINITY MAP GENERAL NOTES SHEET INDEX L-1 TITLE SHEET L-2 CONSTRUCTION PLAN & DETAILS L-3 CONSTRUCTION PLAN U ] BANYAN STREET Q L-4 CONSTRUCTION PLAN PROJECT SITE Z WW( le� L-5 IRRIGATION PLAN W twl a c�i 1. An E.ncroadwant Permit shah be obwned from the City Engineer prior to Commencing any work. L-6 IRRIGATION PLAN HIGHLAND AVENUI= 2. AM work shall be performed according to current City standards and the Standard Spedficalions for Public Worcs Constriction. L-7 IRRIGATION PLAN 19TH STREET 3. At the conclusion of rough grading, an agronomic solls report shall be furnishd to the City Inspector and all such recommendations L-8 IRRIGATION DETAILS from such a report shall supersede soils amendment recommendations shown on the plans. ` 4. Upon completion of Installation, a maintenance period of one hundred and eighty180) days Is required prim to Anal acceptance of the L-9 IRRIGATION NOTES z work by the City. Maintenance shall Include mowing. weeding. Irrigation, pruning, raising tree root balls which settle below grade. Z Y ferftrft and apptyft such sprays as are necessary for proper care and upkeep. Maintenance also Includes all repairs, replacement, L-10 PLANTING PLAN Wcleaning and adjusting necessary to keep the Irrigation system In good working order with proper coverage. Comanam�ent date for ii the malntenance R2riod shall be icnroved In writing bX the CIt��r. L-11 PLANTING PLAN oS. Oro oonwaller chart shah be provided tior each controller. Controller chart shall be the maximum size the controller door will allow L-12 PLANTING PLAN and shalt show the area covered by the automatic controller. The chart Is to be a reduced drawing of the actual as-built system. SAN BERNARDINO FRWY. f 10) willHowever. In the event the controller sequence is not legible when the drawing is reduced. it shall be enlarged to a size that wbe L-13 PLANTING DETAILS & NOTES readable when reduced. The chart shale be a bladciine print and a different color shall be used to show the area of coverage of each I) stator. When completed and approved by the Public Works Inspector, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum of 20 mils. thick. The chart shall be mounted using Velcro or approved equal type of tape. These charts must be completed and In place prior to Anal acceptance of work by the City. 6. it wide x 6' deep concrete nawstrips shall be provided between all shrubgroundcover areas and turf areas. Mowstrips shall also be provided beneath metal fencing and where City maintained areas are adjacent to privately maintained areas. 7. Sidewalk tryout is oonceptusl only. Approval of the Anal sidewalk layout shall be made M the Aetd and adjusted as necessary to meet MAINTENANCE RESPONSIBILITY MAP field conditions as approved by the Public Works Inspector and Project Planner prior to Anal construction. CONSULTANTS 8. Application of any chemicals shall be by State licensed personnel. BANYAN STREET _ - 9. Any trees within Ave (5) feet of walls. walks, curbs or other potentially root-damaged hardscape shall be Metalled with rootcontrol ` barriers. Prior to backfilling tree(s) planting, contractor shall have the City Inspect root barrier Installation. 10. No trees shall be planted within three (3) feet of curbs. QQD o flue feel from a drive a 11 . AM 1Tees an to be located: ten feet from any street light, power pole, r reinforced Gorgets box, any \ approach, Are hydrant. underground structure (e.g. catch basins, vaults) and sewer lateral or clean-out; and three feet from any water m."r or so~ FORSUM/SUMMERS & PARTNERS, INC. 'TEr e� 34118 COAST HIGHWAY, DANA POINT, CALIFORNIA 92629 (714) 496-6111 -TR t \ i -- e LANDSCAPE ARCHITECTS, ASLA RAG 13 57 fj kE- LANDSCAPE QUANTITIESTITLE SHEET G�cA��ONo 1 A T A T I -- - -- GoOf ' b CITY �� _r" r DESCRIPTION OF REVISION DATE APPROVED , Rive Go P,�enz �g hfi OT^L1 QC r 1 i a'NIZD Ct^/SK r°`F— ''` z1 -718 6P.rr/ Now CITY OF RANCHO CUCAMONGA Milliken Ave. Meclan l_IQl11,pAM��2 s—��•c-r �� Iq _ �" z MILLIKEN AVENUE 'r U MEDIAN LANDSCAPE BETWEEN HIGHLAND & BANYAN 1 ,` ' ' l p TITLE SHEET i 1(0t f41P APPROVED BY' DATE-. '10-40 T A `1`' �NSUMME,Q ��, CITY ENGINEER C.E. N0. 2?397 DESIGN _ 0�n0(1 RECOMMENDED /. 0 Oro S' • DRAWN FORSUM/SUMMERS & PARTNERS, INC. E As VT * * .-- '"I IB COAsr HCH%1%Y,DANA/CI ff.CAIKORW 926n (714)49&611 1 Date LANDSCAPRCHITECTS,ASIA L-1 ar 13 HIGHLAND AVENUE IFOFCAL1E0�a\P CHECKED JOB NO. 26049:3 DRAWING NO DATE — _—_ FILE NO--- /Z 7/ -L -- - SHEET # OF CONSTRUCTION NOTES PER CITY OF RANCHO CUCAMONGA STANDARDS TOW. CURB PER CIVIL ENGINEERS' PLANS O711 XACM CONCRETE, 12" DIA. DRAIN BOAC SET THROUGH C IONC. SUBBASE. MISTY #V-1 I WM #71C213 GRATE. LXO -TIO W PLR CGNSTRU GTI0H PL.I•I.1, 5HT. �-2,Q L--3, 4� OIAI CTF_R x 3! p8EP• PRAWA(SE SUMP. L,ocATIoN PER CONST Pt,00 L-2..,L-3 f L-¢. 1 &GcFIL4. WITH coAKSE .SRND• �iO j�dl�� DIOSE S I(�(�-f''�12- I �iP`H•I��I�N•C� I 1 ® cRADUATED SIZES OF LO=,' RIVER RUN GRANITE SHONE nWAUM IN W 1 THE F zDwnrG Two •sTEp PROCESS: (sea Size SGMePULH 0&-GW) MILLIKEN AVENUE � 1 0 a. 2! Fr. �r INDRAZ� ooUR.sE,�s' Z �t1 MP. c "1"G 2 1 W W FORMS- COW. SETTING BED,, USING m 4" Ta 6" DIA. S70NES. _ _1 L _ W b. 'PERIMETER' AREAS TO BE SET IN CLASS `� `� •, BUJ Q _ _ .•• .i•,j.•' "r 1� •Ai:.�rY• ' .•. -- •i ♦•• ti' I J DI M1CWAR,1 PART CEMENT 70 2J PARTS SAND, 2000 PSI PORTLAND CIMC ETE . .�. ••. .. :t• •� ••••• ' .: ... ..• .;' •�'• •:• .' . ;• •e: •. •. �9 � W CEMENT, MIN. USE 7" TO 12"'DIA. STONES -4 z • z 5 CCMPAC'!E:) W17119 SUBBASE. Q rj,01 201 �1 201 201 201 201 'e1 0 _ COBBLESTONE NOTES PER CITY OF RANCHO CUCAMONGA STANDARDS HAND PLACE IN 001 C. SETTING BED WM 1 FLATTER SIDES UP 70 FARM A U NMKR4 U U G 1 svRFA� wITEm�N TfNE COURte. l N 2 �I 1�� GrJU I�sE 1��E o 1zOlI� li �'1 M I� Pam= LAS STM ' ;, 71_ .1 71 oil +� 11`�GrE Co E GRADUATES IN SIZE- AND PLACEMENT � � 71�Od 71-DII AWAY FTM DRAINAGE COURSE. N '_ 121) I ZN F._•sf% "'"". 9 • DEPTH OF STONE EMMEDMENT 70 BE NO NESS M U ' • T = � _ TfRAN' ZWO-TfIIRD6 THE DIAMETER OFTim : Z /r M!N AGN C '(P� () N ' w� STONE FOR SIZES 4" - 12", NO G MTER —� .: �• i. 2 I Z t/o rrW THAN ONE-THIRD THE DIAMETER FOR SIZES 4 Z 4 LARGER THAN 12" DIAMETER. -is I .J�- 1 1•_ _ F CO • O MPAiCT SUBGRADIE 70 A HARD, FnN r W �? f ► i' ' • �j> I I + � uyt • ...,. I 1 7 , SM00'TH AND TRUE ��.• `,f.. •p • •�• \ _ __ •0` • .. t• •. --. W `� •♦ • /'• • • mow— �� i . _ ,_ �• 'f I '•• �• � � ,,� a�. -+� �':'�'y tl } 1 _ TO LINE AND GRAD►E, TEST FM RDQIIIRID =�•t i i - «: •: 1 �• C OMPACTICN PRIOR ZO PLACING ROCKWO RK. JL I Me `�� :�- �-�• = '' ' S ' CXrTTIRACTQR IS TO PROVIDES A SAMPLE CF coea,111; 4 ^ .3 ;..� . rJ . I l j EEROCK AM SET NT N1AAY. CPRIOR��HHS I � 12 •_ �1c�E WNerE AKCo►s ATFINAL. APPROVAL ars• ROaKWORK. Al2JAC E:X-r TO UW71 r-I NI% CW41M I I�I / ADJUST PLANTER _ GRAMM 70 FLOW y ,•' ••• . . ' �`_.� •• ' , � L-L- �STISHEp �ELCW $7 II- E l�/IjIZS� 21 ' ?j I L- g f/ • Mnl TNlO DRAINA� C7otlR.sE,(TYPICAL). • •' 'w• F^- AAEO '1D a _L 00 froK -Mr, 4' L•&f� Oil eiI 4 ��✓� 5 711MDI% GH IPP�l2 MIIL�-N. Ga L� I N� LA's ', Tal V441 oIZ l 'ION�°��i1/� ��I fi'bMGJ SIZES SCHEDULE ao®Bi.Es-ra�E t \/^IQA" WIppi SIZE PEEK'II rAGe 1 CD�jI°>L� I N t-�•'� �✓ To 7 I D� 49' _ 611 DIA, 60% 5 7" - 12" DIA. 20% 1 ' - 2" ' DIA. 10% (VNY PCOBBLESTONE NOSE, TYP. MEANDERINGCOBBLESTONE STREAMBED WITH DRAIN GRATE AND .SUMP 4 TYPICAL MEANDERING COBBLESTONE'STREAM BED 2' - 3' DIA. 10% ALE 2 NOT TOSCALENOT TO SCALE OT TO SC 1. 1 1 1 42, �olJ l.l��f Z� �I pEM�I 1` �I� ISfiOh�G 1 DETAILS & NOTES PROVIDED BY 11 1 2 -2 n ) CITY OF RANCHO CUCAMONGA W 1 MILLIKEN AVENUE > F- mIW UJ LW Jr- 611 UJ --.+ 1 20' ?,,ol 20 I Zo' 20' 201 20' 20' 2o I 2a I �o l 2dl sol rlo' 2r�' to 20' 201 201 � Z 70 NEW 1 = 4 it CONSTRUCTION PLAN & DETAILS 1 CITY DESCRIPTIONDESCRIPTION OF REVISION DATE 1 1 APrNovEo M 1 1 CITY OF RANCHO CUCAMONGA 1 LAYOUT NOTES: MILLIKEN AVENUE Contractor shall verify all dimensions in the field and adjust as necessary MEDIAN LANDSCAPE while maintaining the design concept. BETWEEN HIGHLAND & BANYAN Paving Contractor shall coordinate with Drainage Contractor, Irrigation CONSTRUCTION PLAN & DETAILS Contractor and Electrician to ensure all sleevings and crossings are ��Eo� Nu nsCAr�. APPROVED BY: DATE: provided prior to placing of paving, concrete, etc. \sem �� mac, �N soMMF� 's� CITY ENGINEER R.C.E. N0.X2397 Verify with Project Soils Engineer the need for reinforcing, base materials, 4 r'° rv �1 DESIGN) aQD RECDM o presaturation, etc., for walks, patios, footings, etc. y 'R' 1111• DRAWN FORSUM/SUMMERS & PARTNERS, INC. s►I T NORTH7• I -43� 3/118 COAST HIGHWAY,DANA POINT,CALIFORNIA 92629 (714)49.6111 —� �A IM1. V LANDSCAPE ARCHITECTS, ASLA of 3 SCALE: "= 20'-0"* J��jfOF CALIECHECKED JOB NO. 260493 DRAWING NO_L DATE FILE NO SHEET # 7 OF 3 e W Cl) W R _ Z Lr. Dlo r r 1 N r - MILLIKEN AVENUE r r �o Is Noe,E M I ' 1 10 6W wi W _ T .7 _ ■ -M W W r• i I I I I I Z Z 1 2,0 7.0 'y�' 2,0 2✓ I ; � = 1 1 .7 1�5 IV 1 4 i ,Acl r Ljj Z r r 1 1 G,op-P'A.5SToNe �4osE •'51mI L^R A �_I 1 1 I MILLIKEN AVENUE 1 W 1 1 W > 1 p I�I1-1 Ie,P�TEI�fi� 2 1 = r C) W NT- 6161 ! • • .. ••.• . •••. r•'•. o• •. • .•••i• � tiL ,!i�• � •r • • __� r � - . -fit •Z� � r � � •� V � i �_ W I� �I�Mi Gtll� ��E Nod CONSTRUCTION PLAN 011 t-'p ele-5 l) clTr 1 r DESCRIPTION OF REVISION DATE APPROV90 t i CITY OF RANCHO CUCAMONGA r r MILLIKEN AVENUE MEDIAN LANDSCAPE BETWEEN HIGHLAND & BANYAN MANUS , CONST UCTION PLAN �e C,4p APPROVED BY: DATE: �N SUM)yE� chi CITY ENGINEER R.C.E. No 22397 ,� DESIGN �-- �aD REC .•9' 'DED o L� oda e RTH * 1 lop u.• DRAWN FORSUM/SUMMERS & PARTNERS, INC. SKET J I 1 3+118 COAST HICHWAY,DANA POW,CALIFORMA 92629 (714)#%�611, 13 001# j 1LANDSCAPE ARCHITECTS, ASLA L-3 or ' SCALE: //` 2�/�0/I `rrglf o�NP [c7HJ� JOB NO. 260493 DRAWING NO. OF CALIF DATE fllE NO 1?- 71-1- SHEET Z7!-LSHEET # y8 OF S8 � 1 1 1 l ■ -7 r vu��G S < ) V4 ,4 K2) 1 - MILLIKEN AVENUE 1 6w r � W r ; 0 Lw � r Im 1 r — LAJ Z •'_IT .• z e ;? I QI IQ � 1 1 � 1 1 1 i 1 r 1 1 f r r 1 � 1 1 t�r�E IZI N CD �S'1'ON I Ge�1'" �5e M1 L'Zlhg T� MILLIKEN AVENUE ; IRRIGATION NOTES: Contractor shall provide one controller chart for each controller supplied, of the maximum size the controller door will allow, showing the area covered by the automatic controller. The chart is to be a reduced drawing of the actual as-built system. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. The chart shall be a blackline print and a different color shall be used to show the area of coverage of each station. When completed and approved by the cif-y,'- the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum of 20 mils. thick. The chart shall be mounted using velcro or approved equal type of tape. These charts must be completed and in place prior to final acceptance - of the work by the City of Rancho Cucamonga. • "" I See irrigation legend, Sheet L-� for definition of symbols and description of SHRUBS SHRUBS TREES I materials. UJ MILLIKEN AVENUE Al 30 EMITTERS A A3 • 1 Contractor shall verify P.S.I. in field prior to beginning of installation. If Z 53 EMITTERS 12 EMITTERS 1 O pressure is inadequate to operate the system as designed consult ci t OKII W �0 1 W landscape architect for judgement. _61 — ►B I cc W Irrigation valve and backflow preventer locations are schematic. Locate W valves and backflow preventers immediately adjacent to wall in shrub beds • • ' `'' '•' wherever possible so that valves may be concealed with plant material. '.•:••.i..2'..•Z •t •• � '.•..•�1 ••,j, �•'••• . .•�.. • �•L•i� •.�1•.•••Z �!r •��•.•�.�•�f.•f.•i. :••�j' •• •• .•,.�•••,, �:,•:- ,•. ••�•.•�•, ••1.1 •i.• • WA . : . �••••••• '�••• ••� •. .• ' • •.. •ii'• ..:t'2'' •�• •, ♦• •. •' • Q Z Install all materials to comply with local codes and ordinances. 1 � _ ; = Install Valcon"ADV" anti-drain valves on all draining heads. V iQ Adjust all heads to eliminate overspray onto sidewalks and streets. = 1 Final location of automatic controllers and backflow preventers to be 1 determined by -#ie- c•i•ty prior to installation. Owner sha!I I provide 110 volt service to controller. Irrigation contractor shall make final 1 hook-up to controller. p 1 'f NOTE: ' TYPICAL NTINGSHRUBS As-built landscape plans shall be made available within 90 (SEE PLANTING PLANS FOR PLANT TYPICAL TREES P € SIZE, QUANTITY, & LOCATION) (SEE PLANTING PLANS FOR PLANT days after installation of landscape. As-built plans shall r SIZE, QUANTITY, & LOCATION) conform to specifications .(Sheet L-11 ) and shall be MULTI-OUTLET EMITTER delivered to ci fy prior to final acceptance of the project. DISTRIBUTION TUBING - CAP 2 f�•NIA1-101"0 (� X / x (1 PER 4 SHRUBS) rt:tsoR fXMUP.� F MOISTURE SENSORS: MULTI-OUTLET EMITTER PVC LATERAL (BURIED 12" MIN.) (1 PER TREE) ONE (1) SENSOR FOR EVERY FOUR (4) IRRIGATION VALVES ARE REQUIRED. EG: A CALSENSE MODEL 2000-24 REQUIRES SIX (6) MOISTURE SENSORS. DISTRIBUTION TUBING I PVC LATERAL. �.-- (BURIED 12" MIN.) PLACEMENT OF MOISTURE SENSORS SHALL BE THE RESPONSIBILITY OF CALIFORNIA SENSOR CORPORATION. Ix • CONTACT: MR. RICHARD MURRAY `- � "� �� x CAL SENSE 2075 CORTE DEL NOGEL, SUITE J CARLSBAD, CA. 92009 l (619)-438-0525 X x GENERAL NOTES: FLOW SENSORS DATA INDUSTRIAL MODEL 220P SHALL BE INSTALLED IN-LINE ONE (1)PER TYPICAL DRIP SYSTEM (SHRUBS) TYPICAL DRIP SYSTEM (TREES) WATER METER, AS PER NOTES, WITH 2' OF PVC DOWNSTREAM OF FLOWSENSOR AND 1' UPSTREAM, PIPE SIZED AS PER FLOWSENSOR SIZE. NOT TO SCALE NOT TO SCALE EG: 3" MAINLINE, 2" SENSOR: 2' OF 2' PVC AND V OF 2" PVC DOWNSTREAM AND UPSTREAM RESPECTIVELY. FLOW SENSOR SIZE SHALL BE DETERMINED BY GENTILE ASSOCIATES , SEE ADDRESS BELOW. 1 I FLOW SENSORS SHALL BE INSTALLED FIFTEEN (15) PIPE DIAMETERS UPSTREAM OR DOWNSTREAM FROM ANY VALVE, FITTING, METER OR BACKFLOW DEVICE. A SHRUBS SHRUBS TREES 1 WIRES FROM FLOW SENSOR TO CONTROLLER SHALL CONSIST OF ONE (1) 4, A4 MILLIKEN AVENUE &5,,' EMITTERS A6 EMITTERS I BLACK AND ONE (1) RED STANDARD #14 IRRIGATION VALVE WIRES. 1 � 55 EMITTERS I FLOW SENSOR SHALL BE HOUSED IN VALVE BOXES AS PER IRRIGATION m1 i I W REMOTE CONTROL VALVES SPECIFIED ON PLANS AND MARKED "F.S.'. IIIINLW ' FLOW SENSORS AVAILABLE FROM: W Nf GENTILE ASSOCIATES/DATA INDUSTRIAL a ••: • 23842 ALICIA PARKWAY SUITE 118 W B --- I" �' I I" Ile - - ,� IB MISSION VIEJO, CA. 92691 Z ,•, ; (714)-458-0129 �1 1 z 6� m�N N a�J cx�NT'�fiI 4E�7" LI 675�_ IIE-1- (714-) IRRIGATION PLAN � 1 IQ 1 I � DESCRIPTION OF REVISION DATE PITY A►'ROV[D OF RANCHO CtICAMONGA IRRIGATION LEGEND SYN NANUPACTURER DESCRIPTION • RAWBIRO EAAI-'O6 DRIP E4MTTER WITH RM RISECT,CNS CF RAWBIRO MILLIKEN AVENUE /y�� i •� � /J ��i �/�� RB 150 RAW TUBI DUG CAPS.SET SWTTERS IN RAINIIRD SES•6 v 1` 1►MI 1 1 V C "`µT 1 1 i� �� I<I I r� • !, BATTER BOX.I" r16"LtIMT"IN?"D. O FLOW SENSOR-SEE PLAN MEDIAN LANDSCAPE It�t �ol� NtSH I Ngo /� '' Q RAWBIRO.OSOIRC QUICK COUPLER VALVE FLUSrjM I �� /'+LL I• �/ E V/ /'rte A4 W GATE VAL VALVE- T-113ISCO R OR EQUAL BRASS UNE S12E VALVE VMTN.6 GATE VALVE-NIBCO T•,,7 OR EQUAL BRASS UNE SIZE BETWEEN HIGHLAND & BANYAN S RAWBNIO OZ-075 SERIES AUTONIAT)C DRIP VALVE IRRIGATION PLAN IRRIGATION CONTROLLER-SEE PLAN WATER LETER(EXISTING)-SEE PLAN `,AN DS CAP" APPROVED BY: DATE: Q BACKFLOW MICE(EXISTING)•SEE PLAN `r _ 0 PRESSUREREDUCWGVALVE(EXISTING)-SEEPIAN Vy N SUMAf C'si CITY ENGINEER R.C.E. N0.22397 LATERAL LIN!-PVC CUSS M.Ir NNNMAUN BURY �� , 11 -Q} MAINLINE-PVC SCH,0 0 I?AND SAIIII I,r AN.BURY 4 �� f •f",-1 DESIGN RECO ENDED CLASS 315(2'AND LARGER).IrKOWAUMBURY � , QQ M PVC SCH 40 PIPE SLEEVE-v ei �1 oda PVC scH.o wIRE SLEEVE r e Y Q "STATION HOUR NORTH DRAWN FORS41 18 aUM/SU,DANAP S &L"NIA9VERS4)I4NC1 s► ET SALVE SIZE � 1111,, LANDSCAPE ARCHffECTS, ASLA L-5 0, 13 SCALE: 1"— 20'-0" dl�rf OF Atli DATE CHECK D� JOB NO, 260493 DRAWING N0. GATE FILE NO r SHEET # -5--0 OFA p2ov i pr_-, I I o FOIA e rcA6-INMA*1-m 2Z+PG Rah c I?O►Ic-, p ?et.,SPHoKE BIZ FUTUf . LU M� `'1� l,oct�� GLos�R-E I�G�f To �XI�I'� mew Cn W Ko-<IIIIIIIE.12 �cKF eW cr > yG-N'�� R�s�11�E I2G-�ut.��To(Z Z Lc :) p 00 Fr;p I t4'u►y>A!6&IPL ?� cl) II 1 Pi"�;rt1 ill ri L11 H 6 � � �Ir�T N G�' �'1 ��IG/E � �X I�fl i-FC�• 211 I�I lei sI�F��/� 1 SHRUBS SHRUBS 1-+W to 5 t I A7 EMITTERS Aa 16 EMITTERS MILLIKEN AVENUEIBBIBolt- o� c- N "Clol-t -i-o ��lTi �I � 1 fE�xKvnII l ♦ �� "I� �f-v�✓� � �I�i F I��"t1a M W 1 ( 1 I Numll ,�. .•.'�,� . .•. •.•.',.•••t•.�••ji '! •t• •�•�.. •'•'•.•.,••�•�;.�• •�.1.•'I:i!6" •••i• • ,•�• :.,�. f�•.• t•., .• • •' �� V/� '✓ „� f/ W I�V it V I� III Ip • •• • •r.�. .Bi.'�.'.••• .� •. .y,! •.��. I�w' 1: • i•6• •�•• •.•♦• •Y• � 1 W ,.. 11 III •t. .• ..:: •... •:.•.• ,' IZ 1 4 1 ul 1 C!) W a > IB- p �o�tTf�fot2 � I��bN�l� ISR• �-�1151'-IIN� �M t'T1•EI� To �-�- 54-IR•t��T�� LE:t� �i. 1 1 IRRIGATION LEGEND l SHRUB1 SYN MAl1UFACTUREA OESCRR•T10M A9 20 EM1TTERS • RAW48M EPA-'06 CRIP E!RATTER WITH MW(41)W-T;CNS CF RAIN&RO • 1 � RB:SO RAMI TUBE'.W TN BUG CIPS.SE'_MITTERS IN RAMIBIID SES.3 SHRUBS TREES , EG6TTER BOX. OU TV&"LJN•TR IM F•W. 1 39 EMITTERS Al 16 EMITTERS t o FLOWSEW" 0330LAC QULAN O RAMMMID,S�OLRC CUICN COUPLER VALVE MILLIKEN AVENUE • FLUS".OI.VALVE-N 0T-I+30RE=UK BRASS LINESIZE+,KVE W 1 { 3 �"" M GATE VALVE-VIRGO*+17 OR ECUAL BRASS UNE SIZE 1 1 'W RAV ID OZ-075 SERIES AU7CMATIC DPW VALVE iRRIGATpN CONTROLLER-SEE PU104 WATER METER(EX15T1NG1-SEE PIAN O 1 = Q SACXFLOW DEVICE IEXISTMg1-SEE PIAN �� I{ �- }M mss �� at•� �� •�( �" �� 16 �� N �� . �� IN , D PRESSURE REDUCING VALVE(EXISTING)•SEE PLAN LATERAL LINE.PVC CLASS 206.I r MOMMM BURY MAINLINE-PVC SCH.O 41 1?AND SMALLER)Ir Wt BURY W 1 :•! f __ EvlCLASS 315(r AND LAAGER).7 r MINA M BURY W t VV III - I N 'R ;• ♦.. (a, 'I. Pvc saG r PIPE sLEeve.• — — :•,,•.;is;6• •.�• •• — •• ,♦ •6 1 — xx= PVC 504 WINEAEr •�'•. .•j•' I „ CONI110LLER STATION W �•.:A �; •��.�..•�.1.•:•: •6�•••• �. I,•'• �.!.••• ~•'•' I. M.'• '�.:.•� •;• � • j�::��•.'*�1 ji.•. I • W GALLDNS PEA HOUR •,: VALVE SIZE = 1 � F- Q 1 Q IRRIGATION PLAN 1 1 i DESCRIPTION OF REVISION DAT[ CITY APPROWD 1 CITY OF RANCHO CUCAMONGA MILLIKEN AVENUE MEDIAN LANDSCAPE BETWEEN HIGHLAND & BANYAN �ANUSOq IRRIGATION PLAN EO F,qq APPROVED BY: DATE: 4-12 -90 SoMMF4s cy� CITY ENGINEER � RCE. NO.22397 DESIGNED a0 RE (DED _ J NORTH R ((IIB rDRWL FORSUM/SUMMERS & PARTNERS, INC. S EET _ G411B COAST HIGHWAY,DANA POINT.CALl"N1A 92629 (7141 1%611 I 1)61• LANDSCAPE ARCHITECTS, ASLA L-s Of 13 SCALE: T = 20'-0" �lgrf OF CALIF \� KEDJOB NO. 260493 DRAWING N0. DATE - FILE 140 1Z 71- L SHEET #7 OF SB HYDRAULIC CALCULATION LARGEST SYSTEM Hydraulic Calculation For Control Valve A 4 , 4�I b GPH Loss Thru# Water Meter GPM s . . / PSI Loss Loss Thrums Backflow Device GPM = PSI Loss Loss Thru Master Valve GPM s PSI Loss Loss Thru77- Pressure t Loss Thru Gets/Ball Volvo GPM s� PSI Loss GPM =� PSI Loss Loss Thru- Gate/Ball Valve _GPM s_� PSI Loss Loss Thru Gate/Ball Volvo GPM = PSI Loss Loss Thru I.f.of "Mainline GPM s PSI Loss Loss Thru I.i.of'-J77-Mainline _GPM s PSI Loss SHRUBS SHRUBS SHRUBS TREES Loss Thru I.f.of "Mainline GPM : PSI Loss I (� Loss Thru � Control Valve _ , GPM s�.O PSI Loss ' Al 46 EMITTERS 48 EMITTERS Al MILLIKEN AVENUE Al 05 EMITTERS 16 EMITTER Loss Thru Battery. W ' I.f.of @ GPM =Co PSI Loss W I.f.of @ GPM = PSI Loss J I.t of @ GPM s PSI Loss W I.f.of @ GPM s PSI Loss—�m I.f.of @ GPM s PSI Loss W I r W I.f.of @ GPM s PSI Loss W I.t.of @ GPM s PSI Loss lu R1-f.of @ GPM s PSI Loss I.f.of W - 1 - - - y,: •• 11 ,�• @ GPM s PSI Loss Z l IM W I.f.of @ GPM s PSI Loss I.t.of @ GPM : PSI Loss J � n �• Lf.of @ GPM s PSI Loss V ' U l," f/ 1 = J.of @ GPM s PSI Loss I.t.of (�+_ GPM = PSI Loss ' CANIMOsin Thru _ngo ft.of Elevation s PSI LosslGaln < TOTAL SYSTEM LOSS s 3��I_ PSI Loss Pressure Available 00 PSI ' Total System Loss •o PSI Pressure at Head PSI Total System ll� D 7 PSI ResiduaPSI PUMP SPecHicagon: A/,4 HYDRAULIC CALCULATION FARTHEST SYSTEM 'r'fl,y Hydraulic Calculation For Control Valve /t 17 GPH I•I o'f� El�tr'f'f QlJA1,tTITI �REC �I ITS• Loss Thru " water Meter I GPM = I PSI Loss Loss Thru Backflow Device =GPM s PSI Loss / �7 Loss Thru Master Valve GPM = PSI Loss lb �I.-L �Ni C1(-E I�h ' SN�.1t� I r-v �j � Lzp Loss Thru Pressure Reducer GPM s==� PSI Loss Loss Thru Gate/Ball Valve _GPM = PSI Loss L' Loss Thrums Gate/Balt Valve __GPM =_j,IZ PSI Loss Loss Thru Gate/Ball Valve GPM s PSI Loss Loss Thru 1000 Lf.of L "Mainline I GPM s-� PSI Loss Loss Thru O Lf.of-T-"Mainline _GPM s PSI Loss Loss Thru I.f.of IN Mainline GPM = PSI Loss Loss Thru'll=T Control Vahre _GPM =-- PSI Loss Loss Thru Battery: _I.f.of 0-1— GPM s .01 PSI Loss I.f.of @ GPM : PSI Loss I.f.of @ GPM s PSI Loss Lf.of @ GPM = PSI Loss I.f.of @ GPM = PSI Loss Lf.of @ GPM s PSI Loss . I.I.of @ GPM s PSI Loss Lf.of 0 GPM s PSI Loss I.f.of @ GPM s PSI Loss t I.t.of @ GPM s PSI Loss I Lf.of @ GPM = PSI Loss I.I.of @_ GPM s PSI Loss i Lf.of @ GPM s PSI Loss SHRUBS SHRUBS I.f.of @ GPM PSI Loss t I.t of ® GPM s PSI Loss � 40 EMITTERS /A'l& 19 EMITTERS Al W , + MILLIKEN AVENUE _V_R.of El vetim _ �r.22 Mme.," > I 'W TOTAL SYSTEM LOSS = ss �¢ PBI Lo mU pressure Available 00 PSI (� (N�� Total System Loss PSI �'J Pressure at Head PSI W - . - ::�,.:.: •:;. . .,... .;•�;. •.,;. ..• ,•r; Total System loss PSI 'w ,,/W� r N 111 •�: j. • :•:� .::••• +•:y•-�••:•:••jam; •••-...' •..- :::•:, .,• �; , .�•. .., :•�. ... .. Residua PSI v I , r• r t .♦ — — W II ! I PUMP Spedticaelon: ly/P° z � Q i � tiZ F.. m IRRIGATION PLAN Q � CITY DATE DESCRIPTION OF REVISION . ' ArPRO110VED CITY OF RANCHO CUCAMONGA — IRRIGATION LEGEND SYM MIUNIFACTURER 0ESCRMt10N •✓� RAIPIMPOES4.10M ATM R8'SO FIAIN 7UBE',VrrM OG CAM,SET'I.M•MTTRE,.S IN SE!-i MILLIKEN AVENUE EMITTER wx 91St r*" M" 10 FLOW SENSOR-SEE ftAN MEDIAN LANDSCAPE Q RAM19M10 siSm C QUICK COL LER VALVE • FLUSH.W VALVE•NOW T-113 OR EQUAL BRASS LINE SIZE VALVE po GATE VALVE-NWO T.113 OR ECUAL SPAS!UNE SIZE BETWEEN HIGHLAND & BANYAN 49 RAM•M+O oZ-075 SUMS AUTOMATIC ORI►VALVE Ift"m om cownwxLER-SEE PLANIRRIGATION PLA N WATER mMPI(VOSTM I-SH FLAN 0 VAN DS CA !i - v ,AovLOW oev=(wwrM1O1.9EH/CAIN �� Fq� APPROVED BY: DATE: -/ v "1E"""E"E-WCCLAVALVE'.IsrMsTMRO &J"' NSUMM �y� CITY ENGINEER RC.E NO.2� uTtRAL LMRI•FVC CLAS!M.lr MMM�uM ouRY � MAINLINE•M SCN b 11 1/r ANO SM LL91"1 r MMA MIRY 4`c• >�� 11tr :�> CL483315 IT AND LA110ER) Ir SIM�, L �� _., DESIGN IRECOMMENDED aul«me SLEEV!4• yi s " �f{..�- EFn� s:x FVC SCM w WIRE S1EEV!r p _ �x" cALLONs�RIoiM R�>•I • DRAWN FORSUM/SUMMERS & PARTNERS, INC. SIWET NORTH � � � JL,F,7 74118 COAST HIGHWAY,DANA POINT CALIFORNIA 92629 17141 4966111 L-7 13 I>wM LANDSCAPE ARCHffEC?S, ASIA Of l SCALE: 1"= 20'-0" �lgrfOFCAItE \� CHECKJOB NO. 260493 DRAWING No. DATE FILE 140 SHEET # SA OF S9 ROUND COnattVALVE BOX 6 COVER 11 MARKED "IRRIGATION GATE" 11 AWN EDS "CHRISTY" FL8 BOX & FL80 LID (OR EQUAL) MEYERS : — A MEUC-I-M-2BSENCLOSURC 3" IN PLANT BEDS FINISH GRADE ELECTRIC METER lr 1�_ = M1• I IIII11H I COLOR CODED MAP FOR VALVE II I RAIN DIRD33 DLRCWITN YELLOW a" 2 rJ STRUCTURE OR f'-— — LOCATION INSIDE (PER. SP[C'S.) IlRUBBER CAP SUPPLY ONL KEY HARDSCAPINGPLR 12 QCV'S INCLUDING NOS[ WALLOUTCOROLLER - _CLEAN BACKFILL - SEE SPECS. FOR SWIVELS. WALL MOUNT NENCLLLLR -\ �) IMOUNT WITHIN ENCLOSURE. MATERIAL. 9011 COMPACTION REQUIRED = S FINISH GRADE - INSTALL IN L- --j l20 VOLT W[Rt IN RIGID STEEL Z v — III PLANTER RCD ONLY 1/"_Naxiw■ ^ CONDUIT LOCAL ON-OFFN SWITCH D110DVOLT EXTERIOR OUTLET TU RE PROVIDtD&Y •+ _ M „ 10 r CONTRACTOR. NON-PRESSURE LATERAL LINE: Sa. 40 Iii' — lilI 11' SNAKE PIPE IN TRENCH IIII - BRASS GATE VALVE I — ( LOCK nut COMMON WIRE/CONTROL WIRES IN 3" i ,� �.. FINISH I I SCM. 80 PVC CONDUIT I WITH BRONZE HANDWHEEL —1_' — - �-� GRADE a„ L— 1 2' X 3' X 4" CONCRETE FOOTING III — STAINLESS STEEL III MIN. 7 INSTALL A MINIMUM OF 3" ABOVE ^1111 BRASS NIPPLE SCREW CLAMP 1 BRASS 90' LLL illl � � � � T d :� � GRAD[ AND SLOPE TOP TO DRAIN MINIMUM O) PLACES I ili= `� (i�-'� AT A MINIMUM o► 2% PRESSURE SUPPLY LINE: SCH. 40/CL.315 illy •;��; ' ,�� ! i - _ _ I(fl SNAKE PIPE IN TRENCH �,, o .. BRASS 90 STREET LLL 13 �' C� Z I I 1 it c"�� '!� 0 3/4 WASHED CRUSHED BRASS NIPPLE - 6" LONG /4 REBAR STAKE i,I = - III r: AGGREGATE BASE 4� BRASS 90' S7Rt[t CLL (24" LONG) T OF 12 DIRECT BURIAL WIRING TO c -� VALVES: BUNDLE AND TAPE EVERY�+�� L:;. --;1,,� � �( � I I �I • � e� O� a Owe ° o • ■ i =III lr I�'ull lI 'Milli `� 0.. ° ^ °'° I 7 ( 6•• I lS FT. O.C. INSTALL WITHIN MAIN =1111 ld PROVIDE 2" OF CLEAN BACKFILL l�lll _ +—� LINE TRENCH. REFER TO DETAIL N0. 12' TYPICAL UNDIE ANO TAPE SCH 40 PVC MALE ADAPTORS CONTROL WIRES - B :I 6� 1. CLASS ANGLE VALVE WITH UNION - SAME $IEE \S RCV ++ NOTES: AT 15" O.C. AND INSTALL ADJACENT 1. PVC WYE STRAINER WITH INTEGRAL BALL FLUS VALVE AND DOWN 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOYAL CODES TO PRESSURE SUPPLY LINE STREAM PRESSCRZ CUACE• SALCO DYSTC - PL 11 SIZED- INSTALL UNIT HORIZONTALLY LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCOMSTRUCIION 3. 11MOTE CONTROL VALVE -MIN 51RD PE StRIE; -• .0 °r.ew u/ .....sc. FINISH: 2 COATS ANTwaWWW-SEMI-GLOSS ENAM[LCOLOIRVIalkCITY NOTE: _ 4. SCH. SO CLOSE NIPPLE - SAME SIZE AS RCV 2. COMMON WIRE TO BE WHIT[ AND CONTROL WIRE TO It RED IN COLOR. S. MPT X SLIP. FITTING - SOLVENT WELD 3. NO SPLICES SMALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVE. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 'L 6. SCH. 40 PVC 3 X 2 X T TEE 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL PRESSURE SUPPLY = 7. PRISSURS SUPPLY LINE VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. 1 LINE FITTING 8. $CH. 60 PVC NIPPLE - SA?IE SIE= AS RCV SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY - S[[ IRRIGATION PLAN FOR 1•---PRESSURE SUPPLY LINE 9. 6" ?NICK Of 3/4" WASHEb CRUSHED AGGREQAT' - PLACE 1EPORE SOX CORRECT VALVE SEQUENCE. 10. 3/4" OR I" O.D. FLEXIBLE ALCAZ RESISTAN HEAVY WALL PVC HOSS S. RUN ONE EXTRA WIRE (COLORI ORANGE) TO FARTHEST RCV - FOR FUTURE USE. II-CONCRITrVALVE- SOX AND LOCKI14C COVER HAS ED NOTE: "IRRIGATION CONTROL VALVE" CHRISTY •M= bOX AND lite LID 1. PIGTAIL AND LOOP CONTROL WIRE AT 900 CHANGES IN DIRECTION. QUICK COUPLING VALVE WITH METAL STAKE 12. SOLENOID WIRES. PIC-TAIL EACH 36" Lo1N N 3 ctaway DN=A MANUFACTURERS' ►N. O.: (213) 124-OASA 11 VSH4UT-OFF OTE CONTROL VALVE WITH4 GATE VALVE- 3 or smaller VALVE a UNION CALSENSE FLOW SENSOR INSTALLATION. Fir -17)2N t,zl,�tarrtal► ova IRRIGATION LEGEND CALSENSE RENDITION OF TYPICAL _ CONTROLLER INSTALLATION _ �� ✓ SYM MANUFACTURER DESCRIPTION •�K ', FINISH CsRA10E r � • RAINBIRD EMTb-Mla DRIP EMITTER WITH FOM f4)DUT�CS FrR RAINBIRD CVWi%VCAM6t�vALVE B13X 14 IN TURF AREAS I ( q'MITTt•.R s WITH 2-6• EXTENSIONS AND 2' IN SHRUB AREAS x `,�� RB 150 RAIN TUBE WITH BUG CAPS. SET EMITTERS IN RAINBIRD SEB - 6��\I �� .lC�p.�•'II�"�� —� LOCKING COVER. BY AMETEK SE�'r0 •'1" �s OR EQUAL FINISH GRADE �' PVC SCH 80 NIPPLE EMITTER BOX. �12E T�b1NG LENGTH IN FtEa.O (65 Mme. Ru rl) UF-14 I EXTENSIONI ® FLOW SENSOR - SEE PLAN 'l VALVES WATER-PROOF _ JILAAX �-- I COMMON WIRE— "1491AD CONNECTIONS III — —I III VALM BOX DZ-o75 BLACK RED ,�, I PVC SCH 80 TEE OR EL Q RAINBIRD #33DLRC QUICK COUPLER VALVE COMIMA. I FLOW I N ® FLUSH-OUT VALVE - NIBCO T-113 OR EQUAL BRASS LINE SIZE VALVE WIRES CALSENSE —1-MAINLINEI I I"Tem / � ►� GATE VALVE - NIBCO T-113 OR EQUAL BRASS LINE SIZE RAINBIRD PE SERIES AuTOWIATIC VALVE (-Sme P'ER"N) �— WATER FL13W IN �,W03L*mz ° EXTENSIDP/ PVC SCH 80 STREET E't.l�— _ + IRRIGATION CONTROLLER - SEE PLAN 0o M 61 MIN. , e ®PEA GRAVEL WATER METER (EXISTING) -SEE PLAN PRESSURE MASTER FLOW BACK-FLORID WATER i- ' " DRAIN SUMP REDUCING VALVE SENSOR PREVENTER METER 2• C:CY c�;e� PVC LATERAL LINE Q BACKFLOW DEVICE (EXISTING) - SEE PLAN VALVE KftPOItD CJ16-SNi11Si F15bC4 81+iYj (E�ItT)1 bON MIN. (E7(ur -CR-IRB ms Z11 WIV seAwls '� Q PRESSURE REDUCING VALVE (EXISTING) - SEE PLAN soc5n&2" j CALSENSE FOMI ow ttrol/Be LATERAL LINE - PVC CLASS 200, 12w MINIMUM BURY SEQUENCE OF EQUIPMENT 7 FLOW SENSOR INSTALLATION �j EMITTER - - MAINLINE - PVC SCH 40 (1 1/2" AND SMALLER) 18" MIN. BURY 1 O Q Q CLASS 315 (2" AND LARGER), 18" MINIMUM BURY = PVC SCH 40 PIPE SLEEVE 4" __ = PVC SCH 40 WIRE SLEEVE 2" CONTROLLER STATION CALSENSE SENSOR INSTALLATION. GALLONS PER HOUR VALVE SIZE SLIP BASE SOCKET OVER END OF WIRES STEP 1 7ST21P WIRES APPROX. S/S" FROM ENDS-TWIST TOGETi+ER 'SMAP-TITE' APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL ELECTRICAL CAVITY WITH SEALER COMNECTORS FINISH GRADE STET 2 PUT CRIMP SLEEVE OVER WIRE ENDS-CRIMP SLEEVE [7 SENSOR AND CUT OFF,EXCESS WIRE IRRIGATION DETAILS CONTRO WIRE PULL BASE SOCXET 01ER ENO AS FAR AS POSSIBILE _ :. .... ' VALVES CONTROL WIRE ••••• STEP 3 -' BURY WITHIN ROOT SYSTEM PUSH SEALING PLUG INTO BASE SOCKET \ANY LENGTH PUSH WIRES TO ENO OF BASE SOCKET TO ASSURE PATE CITY COMPLETE SEAL14G OF CONVECTION DESCRIPTION OF REVISION AP''ROV'[D 14 AWG WIRE TO SENSOR STEP a RAINBIRD SNAP-TITE WIRE CONNECTOR CITY OF RANCHO CUCAMONGA MILLIKEN AVENUE MEDIAN LANDSCAPE S WIRE CONNECTOR � BETWEEN HIGHLAND & BANYAN L. 9 SENSOR INSTALLATION IRRIGATION DETAILS ��to�t,oLANUSFgp� APPROVED BY: DATE: 41-lo-41p ��`' �N suMi►gF� cy�� CITY ENGINEER RC.E No 22397 r� F! 'DED DESIGN /7/ REC M..� DED o JLC Edo DRAWN FORSUM/SUMMERS & PARTNERS, INC. S=E T 7� . I 34116 COAST HIGHWAY,DANA POINT,CALI"N1A 92629 (714)1%6111 INN V4 LANDSCAPE ARCHITECTS, ASLA L-8 OF 13 `rl9r R�\P of cauECHECKED JOB NO. 260493 DRAWING N0. f ° H DATE FILE NO /Z7/W BEEN -L sHEET # , 53 OF 59 IRRIGATION NOTES 1• GENERA A. Permits and Fees E. Equipment to be Furnished D. Brass Pipe Fittings 2. Coordinate Installation of the sprinkler Irrigation materials, Including N. Existing Trees pipe, so there shall be NO Interference with the utilities or other The Contractor shall obtain and pay for any and all, building permits as 1 . Supply the appropriate maintenance personnel with the following 1 . Where Indicated on the drawings, use red brass screwed pipe construction or difficulty In planting trees, shrubs and ground Where It Is necessary to excavate adjacent to existing trees, the required. tools: conforming to Federal Specification No. WW-P-351. covers. Contractor shall use all possible care to avoid Injury to trees and tree roots. Excavation In areas where 2" and larger roots occur shall be done B. Manufacturer's Directions a. Two sets of special tools required for removing, disassembling >t. Fittings shall be red brass conforming to Federal Specification 3. The Contractor shall carefully check all grades to satisfy himself that by hand. All roots 2" and larger In diameter except directly In the path of and adjusting each type of sprinkler and valve supplied. NO.WW-P•460. he may safely proceed before starting work on the sprinkler Irrigation pipe or conduit, shall be tunneled under and shall be heavily wrapped with Manufacturer's Directions and detailed drawings shall be followed In all system. burlap to prevent scarring or excessive drying. Where a ditching machine cases where the manufacturer of articles used furnishes directions b. Two (5) foot valve keys for operation of gate valves. E. Copper Pipe Fittings Is run close to trees having roots smaller than 2" In diameter, the wall of covering points not shown in the drawings and notes. B. Water Supply the trench adjacent to the tree shall be hand trimmed, making clean cuts c. Two keys for each automatic controller. 1 . Copper pipe shall be Type 'K', hard tempered ASTM B88 and fittings through. Roots 1" and larger In diameter shall be painted with two coats C. Ordinances and Regulations shall be wrought solder joint type In accordance with ANSI B16.22. 1 . Sprinkler Irrigation system shall be connected to water supply points of Tree Seal or equal. Trenches adjacent to trees shall be closed within d. One quick coupler key and matching hose swivel for every five of connection as Indicated on the drawings. 24 hours; and where this Is not possible, the side of the trench adjacent All local, municipal and state laws, rules and regulations governing or quick coupling valves Installed. to the tree shall be kept shaded with burlap or canvas. relating to any portion of irrigation work are hereby Incorporated into and 2. Joints shall be soldered with sliver solder, 45% silver, 15% copper, 2. Connections shall be made at approximate locations as shown on made a part of these notes, and their provisions shall be 2. The above mentioned equipment shall be turned over to the COY 16% zinc; 24" cadmium and solidus at 1,125° F and liquids at 1,1456 drawings. Contractor Is responsible for minor changes caused by O. Field Quality Control carried out by the Contractor. Anything contained in these notes shall not at the conclusion of the project before final site observation can F, conforming to ASTM B 206 and Federal Specification 000 00655. actual site conditions. be construed to conflict with any of the above rules and regulations or occur. 1. Adjustment of the system requirements of the some. However, when these notes call for or F. Thrust Blocks C. Electrical Supply describe materials, workmanship, or construction of a better quality, F. Handling of PVC Pipe Fittings a. The Contractor shall flush and adjust all sprinkler heads for higher standard, or larger size then is required by the above rules and 1 . Thrust blocks for ring-tits pipe shall be of size and type required by 1 . Electrical connections for automatic controller shall be made to optimum performance and to prevent possible oversproy onto regulations, the provisions of these notes shall take precedence. The Contractor Is cautioned to exercise care In handling, loading, the manufacturer's Installation guide. electrical points of connection as indicated on the drawings. walks, roadways, and buildings as much as possible. unloading and storing of PVC pipe fittings. All PVC pipe shall lie flat so as D. Explanation of Drawings .not to subject it to undue bending of concent'reted external load at any 2. Form thrust blocks In such a manner to prevent any concrete from 2. Connections shall be made st approximate locations as shown on b. If It Is determined that adjustments In the Irrigation equipment will point. Any section of pipe that has been dented or damaged will be coming In contact with the pipe. Thrust blocks shall be between drawings. Contractor is responsible for minor changes caused by provide proper and more adequate coverage, the Contractor shall 1 . Due to the scale of drawings, it is not possible to indicate all offsets, discarded and, it Installed, shall be replaced with new piping. Pipe and solid soil and the fitting. actual site conditions. make such adjustment prior to planting. Adjustments may also fittings, sleeves, etc., which may be required. The Contractor shall fittings shall not be stored in direct sunlight. Include changes In nozzle sizes and degrees of arc as required. carefully investigate the structural and finished conditions G. Quick Coupling Valves D. Trenching affecting all of his work and plan his work accordingly, furnishings G. Guarantee c. Lowering raised sprinkler heads by the Contract shall be such as fittings,etc., as may be required to meet such conditions. 1 . Quick coupling valves shall have a one or two piece body designed 1 . Dig trenches straight and support pipe ^ontinuously on bottom of accomplished within 10 days after notification by Ci Drawings are generally diagrammatic and indicative of the work to 1 . The guarantee for the sprinkler Irrigation system shall be for working pressure of 150 P.S.I. operable with quick coupler key or trench. Lay pipe to an even grade. Trenching excavation shall follow be installed. The work shall be installed in such a manner as to made in accordance with the attached form. swivel key. layout Indicated on drawings and as noted. d. All sprinkler heads shall be set perpendicular to finished grades avoid conflicts between irrigation systems, planting and architectural unless otherwise designated on the plans. features. 2. A copy of the guarantee form shall be included In the operations and 2. Quick coupling valves shall be per detail. 2. Provide a minimum of 24" of cover for all pressure supply lines 3" and 2. The Contractor shall not willfully install the irrigation system as shown maintenance manual. M. Backflow Prevention Units 4" In size. 2. Testing of Irrigation system on the drawings when it is obvious in the field that unknown 3. The guarantee form shall be retyped onto the Contractor's letterhead1 3. Provide for a minimum of 18" of cover for all pressures supply lines a. The Contractor shall request the presence of the C; at least obstructions, grade differences or discrepancies in area dimensions and contain the following information: QAdUCtci pftCSOCe (OiO C*-AOW fiCeo ►k9shall be of size and 2-1/2" and smaller. 48 hours (two working days) in advance of testing. exist that might not have been considered in engineering, type as indicated on the drawings. All sprinkler Irrigation systems that Such obstruction or difference should be brought to the attention of We hereby guarantee that the sprinkler Y Irrigation system we have furnished and are using water from the potable water system shall require backflow 9 prevention. All backflow prevention units shall be Installed In 4. Provide for a minimum cover of 12" for all non-pressure lines. b. Test all pressure lines under hydrostatic pressure of 150 lbs. per the Owner or Cay 11+s^+W as soon as possible. In the event installed is free from defects in materials and workmanship, and the work has been P P square Inch and prove watertight. Testing of pressure main lines this notification is not performed, the Irrigation Contractor shall completed in accordance with the drawing and notes, ordinary wear and tear and accordance with requirements set forth by local codes and County P 9 P 9 ry S. Provide for a minimum cover of 18" for all cable wiring In conduit, and shall occur prior to Installation of electrical control valves. assume full responsibility for any revision necessary. unusual abuse or neglect and excepted. We agree to repair or replace any defects Health Department requirements. 24" for direct burial cables. in materials or workmanship, including settling of backfilled areas below grade, c. All piping under paved areas shall be tested under hydrostatic 11. SUBMITTALS which may develop during the period of one year from date of acceptance and also 2• Wye Strainers at backflow prevention units shall have a bronzed Y P 9 Pe Y E. Backfilling pressure of 150 The per square inch and proved watertight prior to to repair or replace any damage resulting from the repairing or replacing of such screwed body for sizes 2" and smaller and 125 Ib.cast iron flanged paving. A. Material List defects at no additional cost to the Ci'hr We shall make such repairs or body for sizes 2 1/2" and larger. All Wye strainers shall have a 1 . The trenches shall not be backfilled until all required tests are let j20 RS•I. replacements within 72 hours of notification that repair work is necessary. In time minimum 30-mesh movel screen and shall be similar to Salley No. P P rya performed. Trenches shall be carefully backfilled with the excavated d. Sustain pressure^in lines for not less than 6 hours. If leaks/ 1 . The Contractor shall furnish the articles, equipment, materials or after receipt of written notice from the City we authorize the Ci+l to proceed 100B or approved equal. materials approved for backfilling, consisting of earth, loam, sand develop, replace Joints and repeat test until entire system is processes specified b name in the drawings and notes. No to have said repairs or re replacements made at our expense and we will a the costs PP e g y P. P 1 P Y y 9P Pe pay clay, sand or other approved materials, free from large clods of earth proven watertight. substitution will be allowed without prior written approval by Owner or and charges therefore upon demand. I. Check Valves or stones. Backfill shall be mechanically compacted in landscaped City mspec4v- areas to a dry density equal to adjacent undisturbed soil in planting a. All hydrostatic tests shall be made only in the presence of the 1 . Swing check valves 2" and smaller shall be 200 Ib. W.O G. bronze areas. Backfill will conform to adjacent grades without dips, sunken C:'� No pipe shall be backfilled until it has been inspected, 2. Equipment or materials installed or furnished without prior approval construction with replaceable composition, neoprene or rubber disc areas, humps or other surface irregularities. testdd and approved. of the Owner or City 1"r-itw may be rejected and the Project: and shall meet or exceed Federal Specification WW-V-Std, Class A. �•� Contractor required to remove such materials from the site at his own Type IV. 2. A fine granular material backfill will be initially placed on all lines. No I. Contractor shall furnish necessary force pump and all other test expense. foreign matter larger than 1/2" in size will be permitted in the initial equipment. Location: 2. Anti-drain valves shall be of heavy duty virgin PVC construction with backfill. 3. Manufacturer's warranties shall not relieve the Contractor of his F.I.P. thread inlet and outlet. Internal parts shall be stainless steel g. When the sprinkler irrigation system is completed, perform a liability under the guarantee. Such warranties shall only supplement and neoprene. Anti-drain valves shall be field adjustable against 3. Flooding of trenches will be permitted only with approval of Hwow coverage test in the presence of the City to determine if the the guarantee. Signed: draw out from 5 to 40 feet of head. Anti-drain and excess flow valve *%ileo City. water coverage for planting areas is complete and adequate. shall be similar to the Valcon ADV or approved equal. Contractor Furnish all materials and perform all work required to Correct any B. Record and As-Built Drawings 4. If settling occurs and subsequent adjustments In pipe, valves, inadequacies of coverage due to deviations from plan, or where J. Gate Valves sprinkler heads, lawn or planting, or other construction are the system has been willfully installed as indicated on the 1 . The Contractor shall provide and keep up-to-date c.,mplete Address: necessary, the Contractor shall make all required adjustments drawings when it is obviously inadequate, without bringing this to as-built drawings indicating locations, sizes, and kinds of 1 . Gate valves 3" and smaller shall be 125 Ib. SWP bronze gate valves without cost to Ci the the attention of the Ci This test shall be accomplished equipment installed. Prints for this u se ma De obtained with screw-in bonnet, non-rising stem and solid wedge disc, and shall P Y before any ground cover •planted. from the Landscape Architect at cost. This set of drawings conform to Federal Specification WW-V-54, Type 1, Class A. F. Trenching and Backfill Under Paving shall be kept on the site and shall be used only as a record Phone: h. Upon completion of each phase of work, the entire system shall set. As built drawings shall be prepared by the Contractor. 2. Gate Valves 3" and smaller shall have threaded ends and shall be 1 . Trenches located under areas where paving, asphaltic concrete, or be tested and adjusted to meet site requirements. equipped with a bronze hand wheel. concrete will be installed shall be backfilled with sand (a layer 6" 2. These drawings shall also serve as work progress sheets, and Date of Acceptance: below the pipe and 3" above the Pipe) and compacted to equal the P. Field Observation Schedule the Contractor shall make nest and legible notations thereon 3. Gate valves 3" and smaller shall be similar to those manufactured by compaction of the existing adjacent undisturbed soil and shall be left daily as the work proceeds, showing the work as it is actually WloGO CT-11; wl AN)o► approved equal, in a firm unyielding condition. All trenches shall be left flush with the 1 . Contractor shall be responsible for notifying Ci+y in advance for installed. These drawings shall be available at all times for 111. MATERIALS adjoining grade. The Sprinkler Irrigation Contractor shall set in the following field observations according to the time indicated: review and shall be kept in a location designated by the K. Control Wiring place, cap and pressure test all piping under paving prior to the Owner or C,i dor. only types g paving work. a. Pre-job conference - 2 days prior notice �� A. General: Use on new materials of breeds and t s noted on drawings, specified herein, or approved equals. 1 . The electrical system shall be installed in accordance with the 3. Before the date of the final observation, the Contractor shall National Electrical Code most recently adopted by the City. 2. Generally, piping under existing walks is done by jacking, boring or b. Pressure supply line installation and testing - 2 days prior notice transfer all information from the "as-built" prints to an ozalid sepia B. PVC Pressure Main Line Pipe and Fittings Connections between the automatic controllers and the electric hydraulic driving; where any cutting or breaking of sidewalks and/or mylar, procured from the Ci�, All work shall be neat, control valves shall be made with direct burial copper with AWG-U.F. concrete is necessary, it shall be done and replaced by the c. Coverage tests - 2 days prior notice in ink and subject to approve( of the C if-Y 1 . Solvent welded type pressure main line piping for sizes 2" and larger 600 volt. Pilot wires shall be a different color wire for each automatic Contractor as part of the contract cost. Permission to cut or break shall be PVC Class 315. controller. Common wires shall be white with a different color stripe sidewalks and/or concrete shall be obtained from the -Owweo-eviler d. Final field observation - 2 days prior notice 4. The Contractor shall dimension from two permanent points of for each automatic controller. Install in accordance with valve City. No hydraulic driving will be permitted under concrete paving or reference, building corners, sidewalk or road intersections, etc., the 2. Pipe shall be made from NSF approved Type I, Grade I PVC manufacturer's specifications and wire chart. In no case shall wire A.C. paving. Q. Maintenance location of the following items: compound conforming to ASTM resin specification D-1784. All pipe size be less than No. 14. must meet requirements as set forth in Federal Specification 3. Provide a minimum cover of 18" between the top of the pipe and the 1 . The entire sprinkler irrigation system shall be under full operation for a.Connection to existing water lines. PS-22-70, with an appropriate standard dimension (S.D.R.), 2. Wiring shall occupy the same trench and shall be Installed along the bottom of the aggregate base for all pressure and non pressure a period of 7 days prior to any planting. solvent-weld pipe. same route as pressure supply or lateral lines wherever possible. piping installed under asphaltic concrete paving. All sleeves under b.Connection to existing electrical power. 1 paving shat be Schedule 40 PVC. 2. The C1'Iy reserves the right to waive or shorten the operation c.Gate valves. 3. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC 3 Where together at an onlery ne wire of placed feet,In a trench, the wiring shall be period. schedule 40 with solvent-welded joints. DeG. Assemblies 3. Landscape irrigation system shall be fully maintained by the d.Routing of sprinkler pressure lines (dimension max. 100 feet 4. Pipe shall be made from NSF approved Type 1, Grade I PVC 4. An expansion curl should be provided within 3 feet of each wire 1 . Routing of sprinkler irrigation lines as indicated on the drawings is Contractor for a period of TO days prior to final acceptance by the along routing). compound conforming to ASTM resin specification 1785. All pipe connection and at each change in direction. Expansion curls shall be diagrammatic. Install lines (and various assemblies) in such a manner P 9 P P P Ci}y. This period may be extended if the maintenance provisions must meet requirements set forth in Federal Specification PS-22-70. formed by wrapping at least five turns of wire around a 1" diameter as to conform with the details per plans. are not met. e.Sprinkler control valves. (Solvent-weld pipe.) pipe, then withdrawing the pipe. 2. Install NO multiple assemblies on plastic lines. Provide each R. Clean-Up (.Routing of control wiring. S. PVC solvent-weld fittings shall be Schedule 40, 1-2, II-1 NSF 5. Field splices between the automatic controller and electrical control assembly with its own outlet. approved, conforming to meet ASTM test procedure D-2466 as valves will not be allowed without prior approval of-Owner weo-owCity. Clean-up shall be made as each portion of work progresses. Refuse and g.Quick coupling valves. manufactured by Dura Industries. 3. Install all assemblies specified herein in accordance with respective excess dirt shall be removed from the site, all walks and paving shall be 6. All splices shall be made with Scotch-Lok No.3576 Connector detail. In absence of detail drawings or specifications pertaining to broomed or washed down, any damage sustained on the work of others h.Other related equipment as directed by Owner. 6. Solvent cement and rimer for PVC solvent-weld a and fittings Sealing Packs, Pen-Tit* wire connector or approved equal. Use specific items required to complete work, perform such work in P P•P 9 shall be repaired to original conditions. shall be of type and installation methods prescribed by the one connector sealing pack for each splice. accordance with C i+y- S. On or before the date of the final approval, the Contractor shall manufacturer. S. Final Field Observation Prior to Acceptance deliver one set of sepia mylars of "as-built" plans to the 0r. L. Automatic Controller 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust and M09111%Delivery of the 111% will not relieve the Contractor of he 7. All PVC pipe must bear the following markings: moisture before installation. Installation and solvent welding 1 . The Contractor shall operate each system in its entirety for the responsibility of furnishing required information that may be omitted The automatic controller shall have the minimum number of stations as methods shall be as recommended by the pipe and fitting Ci+Y at time of final field inspection. Any items deemed not from the prints. a.Manufacturer's name. indicated on the drawings and shall be completely automatic in operation. manufacturer. acceptable shall be reworked to the complete satisfaction of the It shall electronically start the sprinkler cycle and electronically time the Cify• b.Nominal pipe size. individual stations. Controller and valve shall be as stated in the 5. On PVC to metal connections, the Contractor shall work the metal C. Controller Charts irrigation legend. connections first. Teflon tape, or approved equal, shall be used on 2. The Contractor shall show evidence that the Ci fy has received all c.Schedule or Class. all threaded PVC to PVC and on all threaded PVC to metal joints. accessories, charts, record drawings and equipment as required I . "As-built" drawings shall be prBred by the Contractor and dra�t�*Vs M. Outdoor Automatic Controller Enclosure Light wrench pressure is all that is required. Where threaded PVC before final field observation can occur. shall be approved by the Gi before the controller charts ared.Preseure rating in P.S.I. connections are required, use threaded PVC adapters into which the prepared. 1 . All automatic sprinkler controllers installed outside of a building shall pipe may be welded. 3. End of maintenance shall occur only on the written acceptance by e.NSF (National Sanitation Foundation) approval. be wall mounted within a vandal resistant automatic controller the Ci{y, 2. Provide one controller chart for each controller supplied. enclosure. H. Line Clearance CDs% of extrusion. 3. The chart shall show the area controlled by the automatic controller 2. The outdoor controller enclosure shall be as specified in the All lines shall have a minimum clearance of 6" from each other and from and shall be the maximum size which the controller door will -Now. 9.U.P.C. Shield Logo (IAPMO Approval). drawings, Enclosures shall be equipped with an on/off switch for lines of other trades. Parallel lines shall not be installed directly over one 110-volt power supply to controller. another. 4. The chart is to be a reduced drawing of the actual "as-bulN" eysl8. All fittings shall bear the Manufacturer's name or trademark, material However, in the event the controller sequence is not legible when designation, size, applicable I.P.S. schedule and NSF seal of 3. Paint controller enclosure completely inside and out with two coats 1. Automatic Controller the drawing is reduced, N shall be enlarged to a size that will be approval• of rust-resistant paint per City direction prior to installing readable when reduced. controller. Color and type to be selected by City- Install as per manufacturers instruction. Remote control valves shall be 5. The chart shall be a blackline or bkwliM ozaNd pHnt and a dNferent C. PVC Non-Pressure Lateral Line Piping 0. Control Valve Boxes connected to controller in numerical sequence as shown on the drawings. IRRIGATION NOTES color shall be used to indicate the area of coverage for each station. 1. Non-pressure buried lateral line piping shall be PVC Class 200 with J. High Voltage Wiring for Automatic Controller solvent-weld joints. 1 . Use 9" X 24" round box for all gate valves, Brooks (or approved 6. When completed and approved, the chart shall be hermetically equal). 1 . 120-volt power connection to the automatic controller shall be sealed between two pieces of plastic, each piece being a minimum of 2. Pipe shall be made form NSF approved, Type 1, Grade 11 PVC _ provided by the Irrigation Contractor. 10 mil thick. compound conforming to ASTM resin specification D-1784. AN pipe 2. Use 8-1/2" X 16" X 11" rectangular box with green bolt-down cover CITY must meet requirements set forth in Federal Specifications PS-22.70 for all electrical control valves, Carson Industries 1416-12B or 2. All electrical work shall conform to local codes, ordinances and union DESCRIPTION OF REVISION DATE APPROVIED 7. These charts shell be completed and approved prior to final field with an appropriate standard dimension ratio. approved equal. authorities have jurisdiction. observation of the irrigation system. 3. Except asnoted In paragraphs 1 and 2 and part B of this section, alt P. Sprinkler Heads K. Remote Control Valves CITY OF RANCHO CUCAMONGA D. Operation and Maintenance Manuals requirements for non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure main line pipe and fittings as 1 . All sprinkler heads shall be of the some size, type and shall deliver Install where shown on the drawings and details. When grouped together, 1 . Prepare and deliver to the Ci fy within ten calendar day prior to met forth in part B of this section. the some rate of precipitation with the diameter (or radius) of throw, allow at least 12" between valves. Install each remote control valve in a completion construction, two hard cover binders with three rings pressure and discharge as shown on the plans. separate valve box. MILLIKEN AVENUE containing the following information: 4. Non-pressure lateral line piping installed on slope surface shalt M UVR-PVC schedule 40. Pipe shall be PVC 1120, Type 1, Grade 1, 2. Spray heads shall have a screw adjustment. L. Flushing of System a. Index sheet stating Contractors address and telephone number, manufactured in accordance with ASTM designation list of equipment with names and addresses of local D-1785. Pipe shall be manufactured by Brownline Pipe Company. 3. Riser Units shall be fabricated In accordance with the detail shown on MEDIAN LANDSCAPE the plans 1 . After all new sprinkler pipe lines and risers are In place and manufacturer's representatives. 5. Fittings shall be UVR-PVC 1120, Type 1, Grade / manufactured In connected, all necessary diversion work has been completed, and b. Catalog and parts •heels of every type of material and equipment accordance with ASTM designation D-2246. Fittings shall be 4. Riser nipples for all sprinkler heads shall be the some size as the prior to Installation of sprinkler heads, the control valves shall be BETWEEN HIGHLAND & BANYAN Installed. riser opening In the sprinkler bod opened and a full head of water used to flush out the system. Schedule 40, and manufactured by Brownllne Pipe Company P• o P Y• IRRIGATION NOTES 8. 8o1veM CetneM shall N Brownllne Bond-Ttte Cement conforming to 5. All sprinkler heads of the same type shall be of the same 2• Sprinkler heads shall be Installed only after flushing of the system MANUS , c. Guarantee statement. P Y 9 Y the requirements of ASTM designation D-2564. Apply an a has been accomplished to the complete satisfaction of the C1 0 CAP /0-90 q p pp y approved manufacturer. � �Q.� F,4 APPROVED BY: DATE. d. Complete operating and maintenance Instruction on all major primer prior to the application of Brownllne Bond-Tile Solvent P V�~ tJ $UMM �Cy/ CITY ENGINEER RICE. N0.2Z397 equipment. Cement when joining UVR-PVC pipe and fitting connections. IV. INSTALLATION INSTALLATION PROCEDURES M. Sprinkler Heads F� 2. In addition to the above mentioned maintenance manuals, provide 1 . Install the sprinkler heads as designated on the drawings. Sprinkler DESIGN RECO c'' ED P 7. Riser stabilizers shall be r detail. A. Site Conditions DD the appropriate maintenance personnel with instructions for major per hoods to be Installed shall be equivalent In all respects to those �. LZ/ �pnaD equipment. 8. Pipe stabilizer shall be per detalL 1 . Exercise extreme care In excavating and working• near existing Itemized on plans and In details. a CJ utilities. Contractor shall be responsible for damages to utilities s' DRAWN FORSUM/SUMMERS & PARTNERS, INC. SHAT 9. Riser ads ers shall be of UVR-PVC material with cockingscrews and which are caused b his operations or neglect. Check existing utility 2• Spacing of heads shall not exceed the maximum Indicated on the * >i y Pe g g y drawings. In no case shall the spacing exceed the maximum J L� Yllla COAST HIGHWAY.DANA POINT,UIIfORN1A 92629 pial'"""I shall be Brownllne No. SHR-550, SRA-500 or SRA-700. drawings for existing utilities locations. recommended by the manufacturer. 1)•I. LANDSCAPE ARCHITECTS, ASLA L-9 Of 13 �lgjfOF CALVE ORN�r CHECKED JOB NO. 260493 DRAWING NO 7�_L DATE FILE NO SHEET # -5-51 OF SS i ' 2 2 - 11ZP� (:�4^L- (F 31 d,G &AL-,)- 1AN ► �� 3 PI N • 15 - 25 NA u. a. (5 C-A L, . W MILLIKEN AVENUE 48. uN I/4 I L. i 1 Z 6? o' G' 10 L161 W 1m Q - PIT hl�ECIE Q � - I-I•�I�f �1 � �,, � IV C49310,0, l— � IQ LA Q r. 1 1 1 . 1 PLANTING NOTES: CONSTRUCTION MOTES FOR STREET TREES TREES: $1ZE LIG P.A. LIOUIDAMBAR STYRACIFLUA'PALO ALTO' 15 GAL See sheet L- 13 for Planting Legend & Planting Details. 1, All street trees are to be placed in accordance with City AMERICAN SWEET GUM Standard 601. All plant material shall be reviewed in the field by the city 2. CAN PINUS CANARIENSIs 15 GAL by the 2. All street trees shall be staked and planted according to city CANARY ISLAND PINE prior to planting and shall be subject to approval c,iprior to installation. � Standard 605A. -y 3• Backfill mixture of all street trees shall be per the recommendations SH.Bl1@S+ contractor shall obtain Prior to planting of any plant material, of an agronomic soils report furnished to the City Inspector. DIE BIC DIETES BICOLOR 5 GAL soils report and incorporate all recommendations outlined in the report. h Copy of 411 soils report shall be provided -b city insP*ctor 4. No street tree shall be planted where the center of the trunk is FORTNIGHT LILY closer than three feet (3' ) to the face of curb, unless otherwise prior 4o cornvnentlinj airy worK• HEM AUR HEMEROCALLISAURANTIACA'DWARF' 1GAL noted. Top dress all PLAw-nr►& Aa .A6 wI Cw�e I�RX HF-tvruM GR1Nv" �J� FI6F� DAY LILY City H41U� A\a^It L-A .F—AT BI..u� �zl i.1 4-�+•I �'P , -IESc�cx .1c , S. All street trees are subject to inspection and acceptance by the Cd. X14 �,ay_a��,�� , Engineer. JUN WIL JUNIPERUS HORRONTALIS'WILTONII' 1 GAL BLUE CARPET JUNIPER Upon completion of installation, a maintenah6e period of 180 days is required prior to final acceptance of the work b the CI Of Rancho Cucamonga. MAN H.D. NANDINA DOMESTICA'HARBOUR DWARF' S GAL p p y City g DWARF HEAVENLY BAMBOO Maintenance shall include mowing, weeding, irrigation, pruning, raising tree root balls which settle below grade, fertilizing and applying such sprays as are . PIT WHE PITTOSPORUM TOBIRA 'V ttELER'S DWARF' 5 GAL necessary for proper care and upkeep. Maintenance also includes all repairs, DWARF TOBIRA _ replacement, cleaning and adjustment necessary to keep the irrigation system in good working order with proper coverage. '• TRA JAS TRACHELOSPERMUM JASMINIOIDES r 1 GAL y g g STAR JASMINE 42 - JUN lNl L.. 1 31 O,ri, �5• I�� p�� 1 1 1 1 i - HE 25- HSM ill l2 6' 210.x, �} - I � rl� - `J�5 �I, LC �6w, I 1 rrT 5 1 I _ E 5 — Jdf� I4IL- I 1 = 1 40- li� I ( � e,C - MILLIKEN AVENUE �'`�� 1 , > 1 � 3 o-c�, I � 1 2 - PIN CAN, 1 W 0o I W L 1 1 c=n •h. 9i� W Z 41L.IAWI 04 A7 - 1 W � 1 1Z V 1 _ 1 27 d � PIS- .. 1V PLANTING PLAN 21 AeLAc) � 1 1 l I \ op ZI of 0, (., ( 4 DATt CITY �40 coJ �7 Oli, 4 �'I-r �4E 5 L- �) DESCRIPTION OF REVISION A�reovED 1 1 ; 71- "�`J j ( 6.9� � �l O U, `� ' J U 1111114I/`I•I LI 1 L _LI 1P a,o•01 CITY OF RANCHO CUCAMONGA MILLIKEN AVENUE MEDIAN LANDSCAPE BETWEEN HIGHLAND & BANYAN PLANTING PLAN %,ANUSCAPt APPROVED BY: DATE; SUMIyF� 'S� CITY ENGINEER C RC.E N0.22397 DESIGN RECO ENDED FRSUM/SUMMERS & PARTNERS, INC. S► ETDRAWN iie co�sHicrwAv,DANA POINT,CALIFORNIA 92629 vu)+moi11NO��H LANDSCAPE ARCHITECTS, A.SLA L-10 OF 13 SCALE: V� 20'-Off x/44 AIIF�� CHECK J JOB NO. 260493 DRAWING NO S c /2 7/- L DATE — fllE NO ' SHEET # 5S•OF ,-_ W C!) W Fr _ Z cc D 10 Cn 1 1 1 � 1 L. TV I a C,- 1 of � � I� � � � , MILLIKEN AVENUE Pl-- Ile^ sn Com) (sp of,co" 1 W W W — W IW VI 5 �Ia r,/Ah%-, (71�� c&^L- IV QI �A4 I rl av�) e � IQ 1 � � W TREES: �,ze a � LIO P.A. LIOUIDAMBAR STY9ACIFLUA'PALO ALTO' 15 GAL Z AMERICAN SWEET GUM PIN CAN PINUS CANARIENSIS 15 GAL CANARY ISLAND PINE SHRUBS: DIE BIC DIETES BICOLOR 5 GAL FORTNIGHT LILY HEM AUR HEMEROCALLIS AURANTIACA'DWARF 1 GAL DAY LILY JUN WIL JUNIPERUS HORIZONTALIS'WILTONIr 1 GAL BLUE CARPET JUNIPER NAN H.D. NANDINA DOMESTICA'HARBOUR DWARF 5 GAL DWARF HEAVENLY BAMBOO PIT WHE PITTOSPORUM TOBIRA 'WHEELER'S DWARF 5 GAL DWARF TOBIRA TRA JAS TRACHELOSPERMUM JASMINIOIDES 1 GAL STAR JASMINE 1 1 1 �2- J L1 H X41 L, ri 6aAq." C 3 0101 I- - rI"•r'" 6+e L 23 - ply SIG S i r I ISI ^u R rl I -f^S H. p. W MILLIKEN AVENUE 1 > 1 v m1 l 1 aiI W uj ., , �. W I V4 HE CRt^ Fl uj IMP wag •. Z 11 - r 1 IV rt'I` �-1 �' oa, 3 - �'I N G1�N �S C-�►°d- -I�EM1 tZ�� t - �- 121 o,G 1 Q PLANTING PLAN a � �- - LI � ,� . �� c-�.� 3•I - � � �- �31 e,� 1 � � r 1 �L 2GJ J f-•� �,, �, @ 31 p,�j, �I�-� C �rj CL 1 DESCRIPTION OF REVISION DATE Ar►11oN[D � r r CITY OF RANCHO CUCAMONGA MILLIKEN AVENUE MEDIAN LANDSCAPE BETWEEN HIGHLAND & BANYAN PLANTING PLAN LANUSCgp , APPROVED BY: DATE: 5-&-9c Q�vS o�N SUMMF�s cy� CITY ENGINEER R.C.E. No 22397 �0 r'.. DESIGN, -- RE M NDED r J ada� e • DRAWN FORSUM/SUMMERS & PARTNERSi�C. SHEET`I{-� 3 � �NA PCALIFORNIA NL11 O13 „„ LANDSCAK ARCHITECTS, ASA SCALE: 1"= 20'-0" jf OF CALIE� ICHECKEDJOB NO, 260493 DRAWING NO H DATE — FILE NO /Z 7/ L SHEET # -5� OF � 1 1 i 7 1 4- r4 Ir2c:::v^L- ) 20- HeM BIZ6 �� 2 0 ,U, 1 — 1 1 — 1 1 I F- IF^ J;S 10-c" Hem /4"1��- MILLIKEN AVENU 2�- -1s^ % JP•S rrc.��> C �j1c (5- ei -) i E 1 W W 1 22- SUN IN ��- I � - �'3o►�I 2- riH CPT (-I5 G O cn 1 1 m WI i IF Lw � 1 Z 1 l4- p, �- g- - �I G 2�- N H, P. r5 �L;) I. - !'I-T �I—I E�5 1 1 - PIP, E!7 161 �� - i1 1 - L. E SIG (�I-r 1/1 HE ��- 5 - J^S rt 0, 2- t4 1 Gf�l. i 1 1 1 1 TREESO LIO P.A. LIOUIDAMBAR STYRACIFLUA'PALO ALTO' 15 GAL AMERICAN SWEET GUM PIN CAN PINUS CANARIENSIS 15 GAL CANARY ISLAND PINE SHRUBS: DIE BIC DIETES BICOLOR 5 GAL FORTNIGHT LILY HEM AUR HEMEROCALLIS AURANTIACA'DWARF' 1 GAL DAY LILY JUN WIL JUNIPERUS HORIZONTALIS'WILTONN' 1 GAL BLUE CARPET JUNIPER NAN H.D. NANDINA DOMESTICA'HARBOUR DWARF' 5 GAL DWARF HEAVENLY BAMBOO PIT WHE PITTOSPORUM TOBIRA 'WHEELER'S DWARF' 5 GAL DWARF TOBIRA TRA JAS TRACHELOSPERMUM JASMINIOIDES 1 GAL STAR JASMINE 1 i 1 1 1 1 I - �1 �. cP•f-� �c, c � 27- -fid• �t�s c-��-� MILLIKEN AVENUE W 1 , G > 2 5-SIT WHE(5 W CadL. �' 3 W cm Q 1• �-- 71 cl) Lw W • Q Z i 1 ,5 I4AW H.a (5 6Ad, = 1 I Z v 1 2S-HEM Imo ►- �2-�� N SII, ( X30,0, 25 - pi SIG �S Q F- 1m PLANTING PLAN 1 - � J^5�G�� - l,l Q h�� I I� C--q^.L. HEM MK I �� DESCRIPTION OF REVISION OATS PITY A r►f110VE D CITY OF RANCHO CUCAMONGA 1 MILLIKEN AVENUE MEDIAN LANDSCAPE BETWEEN HIGHLAND & BANYAN Ep'LANUSCApe PLANTING PLAN q� APPROVED 8Y: DATE: MD-V ,`' o�JA SoMMCs �y� CITY ENGINEER R.C.E. N0.22397 DESIGN 00 RE M ENDED 41cr `J l_E�7 D NORTH � t � "`° � � DRAWN FORSUM/SUMMERS & PARTNERS, INC. SPIFFY t \ 111 34118 COAST HIGHWAY,DANA POINT,CALIFORNIA 42629 17141 49&6111 flat* .• �+ LANDSCAPE ARCHITECTS, ASLA L-12 OF 13 SCALE. //- �O/�0r OF CAl1E qjf o�N cHEcl<�DJ� JOB NO. 260493 DRAWING 7�_L . I-I DATE — FILE 110 SHEET #_57_ OF 5-1q PLANTING NOTES GENERAL NOTES 3. GUARANTEE PLANT MATERIALS GENERAL SITE PLANTING See Planting Detail Sheet For Further Wotes All turf, hand-planted and hydro-seeded ground cover, and shrubs STANDARD shall be guaranteed to live and grow for a period of leo city of rancho a uea m o n g a DRAWING 1. CLEAN-UP days after installation and acceptance by the .City inspec'�CW. _ The City regVire-s a soil analysis made after completion of the Trees shall be guaranteed for one year. Any material that fails ICV rough grading. The Contractor shall incorporate all soil amendments a. After all installation operations have been completed, to grow through the specified maintenance and guarantee period 4/ and.ferrtilizers prescribed therein. The soil preparation specified remove all rubbish, excess soil, empty plant containers shall ;be,replaced by the Contractor at no cost to the Owner or Cify. below shall be adjusted according to the analysis. and trash from the site daily. All scars, ruts or other TREES, marks in the area caused by this work shall be repaired 4. INSPECTIONS 1. 'Weed Control for Lawn, Shrub b Ground Cover Areas and the ground left in a neat, orderly condition. Leave site in broom-clean condition at the end of each working a. All inspections specified herein shall be made by the Landscape • LIO P.A. AMERILIQUICAN A N S STYRACIFLUA 'PALO ALTO' (Except Slopes) day. Hose down all paved areas, including walks and Architect 8nd the Gift' The Contractor shall request AMERICAN SWEET GUM patios, upon completion of all work. inspection at least two (2) working days in advance of the time a. Remove all existing weeds from surface. Remove all roots that the inspection is required. PIN CAN PINUS D PIS CANARYYISLAND SLAPINE of Bermuda-Johnson Grass, etc. 2. MAINTENANCE • _ b. Inspections will be required for the following parts of the b. Install irrigation. a. The Contractor shall maintain during installation a work: sufficient number of men and adequate equipment to perform DOUBLE STAKING c. Fertilize all shrub/ground cover areas. Apply 10 lbs. of the work herein specified. Plant maintenance work shall 1. Upon completion of grading and soil conditioning prior to 16-20-0 commercial fertilizer per 1 ,000 sq. ft. consist of applying water, weeding, caring of plants, planting. Cit +it or ground covers, shrubs, vines and trees, edging 18" V.I.T. twist st brtee, flanges SCREWED to d. Water all shrub/ground cover areas for three weeks to and mowing lawns, fertilizing, control of pests and 2. When trees are spotted for planting, but before planting gtpole pint stakes with gale. SCREWS germinate weed seeds. Water application at low rate to diseases, and maintaining walks free of debris and dirt. holes are excavated. �- "f17EE5 IN lod avoid erosion. Upon completion of each area of installation, the Contrac- 'I_,gzpr frAS TO with die. pint stakes •' long (2) tor, City IviSpec't�or' and Owner shall conduct an 3. When planting and all other indicated or specified work, wth woodd preservative Alain, stake a lninitwuat e. Apply contact weed killer 'Round-Up' to all planting areas. inspection of completed area, along with the GtY except the maintenance period, has been completed. 44VIS A`FIO R- �I of 12" into undisturbed soil and align stakes maintenance representative. At this time, a list of Acceptance shall establish the beginning of the mainten- 6�D 5 I parallel to cantor line of street. oust 12' f. Plant shrub/ground cover as soon as 'Round-Up' has dissipated, corrections. it any, shall be made which are the res on- ante period. I, �p !l;?L}�L. stakes for E ural t s) �pp�trot to at tlttatttl. D Y P r I r - i 1 F,4,t(jrav*l a:•►u�r•J��..+��a� As�cpa��rc.vunrc �0 1Ns• according to manufacturer s specifications. sibility of the Contractor. 4. Final Inspection with the City # ownM representative at backfill ( SHRUBS: 2. Soil Preparation b Finish Grading_ b. After all work has been completed, inspected and accepted, the end of the maintenance period. I �1 1 finished grade all areas will be maintained for a period of 180 DIE BIC DIETES BICOLOR a. Rough grade - Site to be received by Landscape Contractor to calendar days or as long as is necessary to establish 5. VERIFICATION OF DIMENSIONS ` FORTNIGHT LILY within 1/10 foot plus or minus by others based upon Landscape thriving trees, shrubs, turf, and ground cover areas Drop root or equal control plantar Architect's grading plan. without bare spots. a. All scaled dimensions are approximate. Before proceeding with 22-2l- 18-P where required or approved HEM AUR HEMEROCALLISAURANTIACA'DWARF' any work. the Contractor shall carefully check and verify all equal DAY LILY b. Finish grade - Finish grading to consist of grading, raking c. Keep all areas weed-free, adequately watered, and neatly dimensions and quantities, and shall immediately inform the T 8ac L � k/it1 free of rocks l" in dia. or and hand work necessary to achieve desired contour and flow cultivated for the 180 day period. Remove all Cl Ilnspec for of any discrepancy between the drawings , line patterns resulting in evenly finished surfaces free of debris from site and keep the entire site broom-clean. and7or specifications and actual conditions. No work shall be greater J U N WIL JU NIPE RUS hiORIZONTALIS'WILTONII debris and litter. Mow ,turf areas weekly. Hydroseeded turf areas shall be done in any area where there is such a discrepancy until BLUE CARPET JUNIPER irrigated atter the slurry mulch has been applied and approval for same has been given by theCity (an y until j r . Sl,rr:,11 nvrr ,111 Inw11, shr111, .,1111 v.14+11114► 1'nv�r allowed to set for one (1) day. The soil surface must be imxnllm('111 f, :,1111 f r l-t l l l xl•l- I+rxsr r t hxll 141 kept moist at all times during the germination period to 6. UTILITIES NAN H.Q. DWARF HEAVNANDINA ENLY ESTICA BAMBOO UR DWARF' rrl,nrl I'hnrno1;111 y ml x I nt n s1+1 I t n 1lrhth � T1wct t00T tall �� FERTILIZATION DWARF HEAVENLY BAMBOO avoid desication of seedlings. of o' nod f 111x• y;r 1414. Shn1+r mn1111rIR ns shown oil a. The Contractor shall be responsible for verifying the 1 1 :1 n s . l:o o l nor I o l r r v n l ,1 1 I 'U" . t:o o t r n r t o r t.o GAO-POWER PLANTING T AaIE TS PIT WHE PITTOSPORUM TOBIRA 'WHEELER'S DWARF' 1 d. Re-seed all bare spots in turt areas at two (2) week location of all underground utilities, electric cables, ImlmrI. nn1I III-rrssnry 11, .11t:1111 11r•sI1;11 rr.1drs ,1,111 intervals and maintain until an even stand of turf, without conduits, sprinkler lines and all utility lines prior to DWARF TOBIRA lit,l-m.. , ImIll)rI s4+11 to t,4• frr•x 1+f wvvels, 1,r•I,rIn, bare spots, is obtained. Re-seed all slope areas that fail any construction. so that proper precautions my be taken :11141 11nvr• 11,11 :11rr1.11 1+h. Smontll ;; Irl xvrrt prn411op, r wlthnllt 4,rl+rrc�; lol1:, or �1i1;11 ai+n s , t1+ I,rnv141r• to germinate evenly. Repair all eroded surfaces at no cost not to damage such improvements. In the event of a conflict TRA JAS TRACHELOSPERMUMJASMINIOIDES to the Owner. between such lines and plant locations, promptly notify the STAR JASMINE 11 --mm,Iit :111ev1•o Srrr 1lrfnc for 1+r I. 41rnInnl;x. Cify InSQec,+ptr' who will arrange for relocations of one Filial 1;1 l,1I1• w, I I 1,1• I - he l ow w:1 I1./ tnl, 1+f rill-►+• or the other. Failure to follow this procedure places upon � It4.1nov4• from 1.11x, site ill -t 1,11x.1 :11141 411•l e t e r i o1r1~ e. Damage to any planted area shall De repaired immediately. 1":,11.1.1 :11 1,v1•r z In slur. Al l I,1 .,114 11,4 :,rrns Depressions caused by vehicles or toot traffic shall De the Contractor the responsibility for, at his own expense, e filled with topsoil, leveled and replanted. Exterminate making any and all repairs for damages resulting from his �a11n11 11x dol, drxscrrl with n 2, Inyrr of Sr4lnoln P P Farr 1:t II11m11N . gophers, moles and repair damage. work. 4v W L 3. Plantinq f. The project shall be so cared for that a neat clean M r condition will be presented at all times to the satisfac- TREE �7 1AKIM �ET A1� Plant trees, shrubs and ground cover as called for where indicated on tion of the Owner and 4f.,*_ City ItnSpecfVr. The landscape �0 Planting Plan and as detailed on Planting detail sheet. Substitutions contractor shall be expected to make minimum of one weekly `± `= 9%' ' 5 of plants will not be accepted unless approved by IM C-i • visit for maintenance purposes. -r,•. •1. �// I _vN IROL C �iER a. Shrubs b Trees g. At the end of the maintenance period, all areas that have been planted shall be fertilized with commercial fertilizer, Plant all container-grown plants in planting pits, two tides wider analysis 16-8-8. at 300 lbs. per acre, and watered thoroughly. and two times deeper than the container, as detailed on Plantingh, The Contractor shall request a final inspection seven (7) detail sheet. Thoroughly mix 1/3 organic backfill (Nitrolized days prior to the end of the maintenance period. This request redwood shavings or equal) and the amendments specified in the shall be written and directed to the City and the Landscape soil analysis with the site soil, prior to backfilling of planting Architect. Upon acceptance of the project, the Contractor pits. Install Gro Power Planting tablets, per the manufacturer's shall be relieved of any further maintenance. instructions and as detailed on Planting detail sheet. Basin all trees not in lawn areas; basin shall not exceed top of root ball crown. PLANTING TABLET SCHEDULE b. Top Dressing NOTE: Top dress all ground cover and shrub areas with 1" thick layer of I. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER GRO-POWER PLANTING TABLETS FOR CONTAINER-GROWN PLANTS Sequoia Forest Humus or equal. FROM HOSE. DO NOT CRACK ROOT BAIL. - _ -_ c. Stakinq 2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION I GALLON CONTAINER RECEIVES . . . . . . . . . . . . . 2-3 'rARLFTS PURPOSES. Stake all trees as detailed on Plantinq detail sheet. 3 GA I,L0N CONTAINER RFCFIVFS . . . . . . . . . . . . . 3-6 TARLF,'rS Top dress all planter beds with a V thick layer of 1/4" partical size forest bark 5 G A L L I)N c U N r A I N F R R F C F. r v F,s . . . . . . . . . . . . . 6-9 TAR[.F'r s humus, available from Sequoia Horticultural Products (209) 591-1177. 8- 10 TABLETS i GA1,L0N C0NTAI NF.R RECEIVES . . . . . . . . . . . . . 10 GALLON CON•rAINER RFCF, IVES . . . . . . . . . . . . 10- 12 TABLETS 15 GALLON CON•rAINFR RECEIVES . . . . . . . . . . . . 12- 15 TABLETS VV 20 - - 24 " Box RECEIVES . . . . . . . . . . . . . . . . 14- 16 TAR1,ETS 3" BERM TO FORM DEPRESSED 30 " Bt)X RF,CFIVRS . . . . . . . . . . . . . . . . 16- 1R TAR11ETS WATERING BASIN 36 - B0 x RECEIVES . . . . . . . . . . . . . . . . I9-20 TA 81.E'rs ul 42 " BOX RECEIVES . . . . . . . . . . . . . . . . 20-22 rA9LFTS 80x RFCFIVES . . . . . . . . . . . . . . . . 22-24 TA 81.F,'rS "GROW-POWER" PLANT TABS PER MANUFACTURER'S RECOMENDATIONS 60 " BOX RECEIVES . . . . . . . . . . . . . . . . 32-36 TARLF'rS EQUAL BACKFILL MIX PER SPECIFICATIONS LARGER SIZES : FOR F.ACII 1 /2 " CALIPER USE : 3-4 TARi,F'rs Ili' it CONTAINER PLANT ROOT BAIL 1110 111ii�llh, illi - PLANT PIT TO BE (2) TIMES THE NOTE: WIDTH OF THE ROOT BALL i 12" BELOW THE BOTTOM OF THE ROOT 1. ALL SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS BALL OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. NATIVE SOIL PLANTING DETAILS & NOTES DESCRIPTION OF REVISION DATE PITY APPROVED SHRUB 8 GROUND COVER . CITY OF' RANCHO CUCAMONGA CONTAINER PLANTING SPACING MILLIKEN AVENUE MEDIAN LANDSCAPE PER CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS PER CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS BETWEEN HIGHLAND & BANYAN PLANTING DIETAILS & NOTES or\Ali USC, APPROVED BY: DIATE: `Y-60-90 -41P 421 CITY ENGINEER - RCE. N0.22397 DESIGN I Q., QQ RECO MENDED �r oda DRAWN FORSUM/SUMMERS & PARTNERS, INC. SI ET • 7� t !�, 4119 COAST HIGHWAY,DANA POINT CALIKxtN1A 92629 171.1*%.bi l i 1-i L_r/ LANDSCAPE ARCHITECTS, ASLA L-13 of 13 J�gjf of cnuE 0� CHECKED J JOB NO. 260493 DRAWING NO N G > DATE - f1lE NO 7 SHEET # S8 OF