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HomeMy WebLinkAbout1325-L DEVELOPER/OWNER i SCAP AND E ARCHITECTURAL PLANS QUINTESSENCE DEVELOPMENT COMPANY 3870 LA SIERRA AVENUE SUITE 307 RIVERSIDE, CA 92503 7149359*1074 LANDSCAPE MAINTENANCE DISTRICT NO. 1 VICINITY MAP GENERAL NOTES SHEET INDEX L-1 TITLE SHEET L-2 IRRIGATION PLAN L-3 IRRIGATION PLAN L-4 PLANTING PLAN L-5 PLANTING PLAN y L--S IRRIGATION DETAILS 1. An Encroachment Porn* shag be obtalned from the City ENIneer prior to commencing any work. L-7 PLANTING DETAILS rk L-8 SPECIFICATIONS W 2. AN work shall be performed according to current City standards and the Standard Specifications for Public Works Construction. L-9 SPECIFICATIONS 3. At the conclusion of rough ouq grading.rq, an agronomic Solis report shall be furnishd to the City Inspector and all such recommendations from such a report ihall superrede soils amendment recommendations shown on the plans. 4. Upon oompiletion of Installation, a maintenance period of one hundred and eighty180) days Is required prior lo Anal acceptance of the work by the City. Maintenance shall lrldude mowing, weeding, irrigation, pruning, raising tree root balls whlch settle below grade, fertlltzing and appfyhg such sprays as are necessary for proper care and upkeep. Maintenance also Includes all repairs, replacement. J e cisening and sousting necessary b keep the "ation system In good working order with proper coverage. S9AVncement date for the mints ance oerlod ahaIl ba apprgyyd In rrrItIng bX the CIix_.1nspar oL S. Om oowtrofler chart shall be provided W each controfMr. Controller chart shall be the maximum size the controller door will allow and shall show the area covered by the automatic controller. The chart is to be a reduced drawing of the actual as-buitt system. llowswer, In the event the controller sequence is not legible when the drawing is reduced. It shat! be enlarged to a size that will be N readabie when reduced. The chart siw l be a biackline print and a different color shall be used to show the area of coverage of each statlo�n. When completed and ed the Public Works Inspector, the chart shall be hermetical seated between two aces of Pio approved � minim mils. thick. The chart shall be mounted using Velcro or approved equal of . These plastic, each piece being a um of 20 is ng aggro eq type tape charts must be completed and In place prior to Anal acceptance of work by the City. . 8' wide x 6' concre►e mows shall be provided between all shrub) mundcover areas and turf areas. Mowst ' shall also be 13 �P � P� 0 � provided beneath metal fencing and where City maintaint9d areas are sd(aceni to privately maintained areas. 7. SIdewok layout Is conceptual only. Approval of the Anal sidewalk layout shall be made In the Aeld and ad)usted as necessary to meet MAINTENANCE RESPONSIBILITY MAP fold oorliftons as aPDroyW by the Public Works Inspector and Project Planner prior to Anal construction. N T CO SUL ANTS 8. Appilcation of any chemicals shaft be by State licensed personnel. 9. Any trees within Ave (5) feet of watts, walks, curbs or other potentially root-damaged hardscape shalt be Installed with rootcontrol 5 FOR CIVIL ENGINEERING REFER barriers. Prior to backfilling tree(s) planting, contractor shall have the City Inspect root barrier installation. TO PLANS PREPARED BY: OWN re R see SHEAT 2 sE� sN�rr .e 10. No trees shall be planted within three (3) feet of curbs. 1- 6 h�teCt MADOLE & ASSOCIATES N $45 N. MOUNTAIN AVE., STE 105 OilP11 . All uses aro to be located: ten feet from any street light, power pole, or reinforced concrete box; Ave feet from any drive ,pe � UPLAND, CA 91786 approach, Are hydrant, underground structure (e.g. cirtrh basins, vaults) and sewer lateral or clean-out; and three feet from any Lat1 Ste 714.946.2949 water meter or sewer line. I M. 00 .A Cfan A 1 S5 5 a I I b %o VPs.9g5 34 5 i 7 8 9 to it t2 I3 14 o° Iq I 1 IS 2 17 /C.5/L.I/YO77 _L- A genic _ .gvEnUE -- —- — ............... IL -- N �T,,.sr LANDSCAPE QUANTITIES h' A A M O G 1V o c �IvENuE CITY LAAND5CAPF MAIP�T /`JCE D157-RICT CITY STREET TREES STREET NAME SPACIN.Q CJ r OW14rR MaNT.a185D 34- 5 GAL EUCALYPTUS CAMALDULENSIS HIGHLAND AVENUE AT 30' 0.C. 21 15 GAL EUCALYPTUS CAMALDULENSIS HIGHLAND AVENUE AT 30. O.C. Q CITY 9- 15 GAL EUCALYPTUS NICHOLII BROKEN STAR COURT AT 30 O.C. DESCRIPTION OF REVISION DATE APPROVED �..., 3- 15 GAL EUCALYPTUS POLYANMTHEM03 HELLMAN AVENUE AT 300 O.C. 5- 15 GAL LIOUIDAMBAR S. 'FESTIVAL' AMETHYST AVENUE AT 30' O.C. �O O CITY OF RANCHO CUCAMONG.A. SLOPE TREE �• 5- 15 GAL LIQUIDAMBAR S. 8FESTIVAL' TRACT 13357 ... SHRUBS U > TITLE S HF ET 24- 5 GAL ABELIA GRANDIFLORA YlES 22- 5 GAL CAMPSIS RADICANSAPPROVED BY — DATE 22- 5 GAL PARTHOCISSUS TRICUSPIDATA § S :q �,; 7CITY ENGINEER RCE . 2 ?397 AN GROU DESIGN _— REC 'MMENDED 11 ,375 S.F. GAZANIA 'YELLOW CLUMPING' , ^fZ,f5 AVANT GARDENS Landscape Architecture 10,200 S.F. HYDROSEED NATIVE MIX 7 - �' --- • DRAWN — a yea W. FootfilM Iivd.,Ste. C 5 H F E T 38000 S.F. HYDROSEED SLOPE MIX �I--Vj� ��AR� Ps d, 555, 1L---1 orT"91786 750 S.F. CONCRETE WITH ROCK SALT FINISH di SCORE LINES 74 Rc E No__ DRAW'NG NO of c�►��E .4 FOC DATE _ -- __ _ FILE NO _ SHEF-T_�OF__�� i I 1 M 57KOPOLITSN WX"TE1X DIS"I'RIGT OF:- �THe :?)rJ CALL FOR1`J 1A f�/W I i - ' i I a o � . � �I.Or.K WALL. - REFER Tb E11� DhlC�S. I f Lt. I 1 1 3 4 5 6 7 8 10 I � I I ul 5 � ' U Z 1 � - - - -- --- --- -- - ND AV r- I4 UE 1 M '►� 111 r 1 1"f I" I I '!1 '/ % 4 '/ Ys va "c w *4 At mI,.,. " 1" f 11 N, •. '5 'tL wt if,`/t " " yz � " 1" I" I� 1' IIIl /1 ;4 is' S f/d ut Sr f I 'M - - -- -- -- -- -- - - NORTN 2 3 Cpfo.G.r � �¢ 1 fes' N� �{c�y/E�-rjl�t.rr��r� 5 5EE YrILAp f-MOI I 0.^h rY� ' e `- 1TO lig q1 I FLOW �L'�. 1�►'y(�3 SCALE: 1" = 30 I0DIG6,71r5 SEau>Gt�E � - 5YMFOL EQUIFM�rll MAHUFACTURS IFo6rftl VETAIL- IHVICA'ff�S Oftl I 'f0 WA1r-6 MAIN WATERAJGSCHEDULE (6 DAYS PER WEEK) ° RAIt 'DARD 181, PK5 SAM 8FL1 H5"U8 HEAD 30 ICJ 1 .7q 7 Ir DICATES 51Z1< CuP��It'E ISIZ f afL'T-Q - I0 .3`1 7- I'' WATER METER W/ 1%4"SERvlcE Upr YALYE TIMEON TME OFF I5f 3015 3.70 7- FDR A" I�AI�GE ►•.(►Tt� CAI�SQ-1 'q M 1 9.00 P.M. 17 PLi' c I '� �iACI'C Fl.DiiJ �R v�1E-N�°5 DESORPTION OF REVISION GATE 2 1:18 P.M. 1:35 P.M. 15H I5 1.85 .7 PRo�uc5 cor-�1 r�AcTor� .I,� I/4� 1 9:98 P.M. 8:52 P.M. - CD►-1T 'T CAS DISE (�Iq;43�-D525 I/ �, E 3 00 �UTOMP.TIG CDt�TKOLLEF� 4 9:53P.M. 10:10P.M. I5 J 30 15 RlAIN3IRD EEA -G�� SER11;5 S1�Er14TE CDr1�TORRO� VAI.Vr: -SIZE.9S3 q �7{ F'07^- 5t E,. ►-4ATE1g I � I4 LC,4LSEt-ISE t Fiaout6lj�1�M► ��- R Lcsu S 10:1tPM. 10:28 P.M. QU iGl` GOuPER 3 3 pL (10 RE CITY OF RANCHO C U C A M 0 N G A i 10:29 P.M. 10:48 P.M. POG POI� 4F SNUToFF TRACT 133677 10:47 P.M. 11:04 P.M. zzd- F751� : Act 1a� oro 8v �r1rc'►�.�1 11:05 P.M. 11:22 PA IH 1)IE 1E1D. IRRIGATION PLAN 9 11:23 P.M. 1140 P.M. PRf-55U Rf-:; R54U LATpR - W I L K I r�S 600 5F9If-S GpHT> ?OFA SHAT-I- 61tIAWT 100$' i W5-Wt- AS PVR W O N MFU 5MC6. - 1 WAP G4V� WATER MftLK- Pte( !Jf H F.Rb -hEE PO.C, F�t-'I LAIe(aEME�T'� " I $l-OGK WAl-L- 3 3 • STA'(IG PPSESSURL� = I40 PSI - R�l�IATW STATIC- PRr65Wf- = W P'51 L _ 1T1: Y41-YE N t�GO T-113 L I t�E SIZE 2 y 12560 PRESSURE = 65 P51 APPROVED BY: _ DATE. 7 MAIHJ 11 1% SCH to PVC - -61ZE5'� HOTVD CITY ENGINEER R.C.E.NO. X239 LA'rr-PAL_ SGH 10 PVC - SIZW2 IJOTEI? • Gor'TRaCtoR sr�L� Vi=RIFF sTATIG >?Q,G. 1;55uFiF It' THS MELD M1013 DESIGN RECOM*�EI�ED PR ® aAir'>3IR� BACKFLOW PREYE�TER - RP/a- SERI E� 1 �}Y t�1�GY 1�� I .I I�C.1 t.i,e.RD 13EG�►r-Ir'Ir�,� ,WOI:iK, ARg AVANT GARDENS Architecture t�R • SHEET • IN��I. t�KFLOkt P�iEVEt !'`O� _I I� {� �Fi�(G Fi PE G'•C I^-I• �. p (J f 1•it . • W W Foothl"Wod.Ste.C L—' o f 9 rA," AKP6. CHECKED 71 + ^1i 917N6 4 e5-5551 DRA1R"%NO. t .J FG SHEET SIL 01= AI I I 1l0 I 1� v IK -'EM Ft)I�Y I RR I tIAT101-) �-7Y:�Fr 5-M - I fJ�TA LL. � , F�0►�I (� LIf�E P v C rz � �� .,Z I ,q M 5�r f o�1T� WA,-rrR 1�Ti�icT of ��Rt� X1,1 F�I�I�i F/W `g I ; f Z 11 34 -,/4— — - - —- A`1 P>L�XK I►Jb.I.L - REFEP�TD Et�G-t, DMC 5• '/ ,�, - - 1 — — — � /' ILL �I I 11 12 131,6 - I9 1 q 14 � Q I I > i— 4-14 ?A. I A•( R I --� AZ r _ -_ t i I cU P� 1 d- r �-- I M TU CITY I•.I�.TEf'� MAI t� L' A- - > II NI(aNLANd AVef4UE - — — --- — — A� '� � �D C. F_rtA GFIMENT 14 Wl yq s41 Y. % it — — — — -- --- — -- - - Q I 1^I�\TEKMETER ►-I I �F,Rv ce U N E Vy iK a/, w sli � ,4 9b 1' 1 i �+ - ��` I�'�CI�Fl.Ok1 PP,EYEI�TOF� 17 C��F �o �1.4TOM�TiC C,D NT ROLLEF� ' REFEi� TO D�TAI L_ (o 6 7 B q lboUI�C7 A7TEIJUATI00 kALL- REFER TO Et�U, Dkl�as, Fors �L.�,J �EI�x�R Pt..a•cEMt✓►�T' NORTH i. �1ti IN \ I, \,1`' I■ \,0 I - �D ..-HUT- OFFS, SCALL : 1"= 30' TUTU �E �f EeEwAY F,OUTE- "50 I --- -1R�TiDr LfAfr f p . tt�D1CAT�S st�c�t-�t Sf vL "U1fMrr'T / MAr-tU fACTUR�-_. P511 GMR �t,� Ir"4AIrs if IRRIGATION CALCULATIONS WATERING SCHEDULE (6 DAYS PER WEEK) � W, Pte -��D F9g O , 0�R 5�>�_ tom__ -W to .-A 1017 hCATFS 54M • VALVE A 8 Al 1:00 P.M. 1:16 P.M. t161E '1 S Iro-a 30 10 95 PSI AT PRESSURE REGULATOR A2 1:16 P M M"P.M 15f 30 15 3.7 7FdVFnR t'J I'1�1 DESCRP`TION OF REVISION DATE • -13 PSI BACKFLOW PREVIOR A3 9:36 P.M. 1:51 P.M. 30 7 PRODIKa DIS AL1. -4.5 PSI LATE VALVES (3) m 1:53P.M. 10:09P.M. � ! ISM IS I.85 COQ-�'rACT -11.9 PSI MAINLINE -5 PSI VALVE AS 10:11Pbt. 10:27 P.M. �} 1541 30 is 93 7 -5 PSI LATERAL LINE A6 10:29 P.M. 10:46 P.M. �3-PJ F 10 Nor.!M 'T ff ole hlr!LIIJE 30 3a �.9 g . • �'-F, wf'TEn CITY O F RANCHO C U C A M O N G A A7 10:47 P.M. 11:04 P M. ,_y.� yam' -.5 PSI CONNECTIONS _- -_-. -.__-.-- ---- -- --- -- ---- _. -- • POG• Poli_ i oF COI rtcT1O1'1 -30 PSI SPRINKLERS A6 11:05 P M. 11:22 P.M. � P�-I�N _, 3� 3a 3-v 8 TRACT 13387 25.1 PSI To7AL A9 11:23 P.M. 11:40P.M. �- -_,»- 30 3 i 5 IfxACT. iOr tO M �'''� IRRIGATION PLAN A10 12:00 A.M. 12:20 A.M* VALVE 8 All 12:21A.M. 12:32AM.* = RAINpIR12L,M-� :5rKISS Rftim COr'TROL VAI VC -SMfS • CQ"R/ yr SIGN- 4wRA)<tTm I00% 95 PSI AT PRESSURE REGULATDR Al2 12:33 AM. 12:53 A M rlorE D /Gll.SF.IJ�E MOi�U FSE 1tib01'ti �' P SIZE �� HPV 10 BEAD CAV Wo 713 PSI BACKFLOW PREVFNMR WATERING SCHEDULE FOR FIRST 3 MONTHS. n� SSu1 �I -1.5 PSI GATE VALVEPUR� t GUJQ - . ILKll5 600 SE - -12.38 PSI MAINLINE DECREASE TO 3DAY S PER WEEK FOR SECOND 3 MONTHS. m 105T1ALL AS MR MFG - St CS."? C� 5 P�l t�7t'1r► S`G1TiG PFX!!Z IAA = 86 PSI -5 PST VALVE DECREASE TO ONCE PER WEEK FOR FkAL 6 MONTHS. - - APPROVED BY: _ DATE: 7 � -5 LATERAL LINE REMOVE TEMPORARYFwATION SYSTEM ONCE ESTABLISHED. klo� t VrM OT'., 14151"W. ",5M r,PC, W�6CP" • �mki1'Rt,1CPT0R `S"NR�tUL- 6 V5t AWP G��pRDVE^ R SAtIG CITY ENGINEER R.C.E. -.5 CY�IECTIONS z23�7 DESIOIM RECO�?�;tENfiED 27.62 Totr31 -30 PSI SPRINKLERS � MTV- Y,41�IE NICD T-X13 - L W4 -111-It 2 � p�51.tAR! It'' �ttf fav pRtOR TO - ,�� AVANT GARDENS MAI�LI�1+ 50140 1�C � Shy t�T>:� � , Gj �}� -Y�IOfiIS, •- DRAYM Landscape Architecture ?rjL LI Hg SGH tO PVC - S MR5, r{vT1416 SHEET toGK it'13►R� t'�GKFl.OW Pf YVt�T>✓f4 � FX*—^ 100;Aj �E-P�IEb • .I. F(.DI� P�CVCt�'F�DIJ Cil/N,P�/Q�R� a sue w, eoothi"eNd., Ste. e �YIGF. ACi PS� C.C,hl. R Upland. California 9178115 Of D � CHECKED 714.gas•5551 DRA1Vw-=`1:N0. -' rte SHEET / / OF 111 8 — — — — — • ,� MM0F0LITA0 WA-,M9 pI�TKICT Or 60W-rH EF,0 CAU t%OR+IIA R/W I -- nRlvE ►�-Y .. GITY �1 DEWALl� • a • o � cv►-••ISR E� �.vl rJca W/ N. Q- RG�K 4�AL"T FIt4I!!�,H +� ARE lt►�E5 e ° 0 s J I 111 2 1 3 4 5 6 7 8 9 10 � I o W i �-- > 4( ILI- U) Z1.10I - � < I � Z s - - - - - -f - - S- 7:r- Q ej 1 N 1614 LAI-I D A�/f✓N U E E�LYPTU e- CoWAL-P4 Lit 6715 Motel 16TrC I P . i � NORTH 60UHP A�t4UATIOt-J WALL - R ER Tb E►�1�, Dkl�a�. ZD E� t.Ic�.�YPTUS CAHALPULEN�I� e 30'Q C-. �UTrU E F f i EE WAY— -- - - SCALE• 1 - 30 BEET �E Q�C�NI'�N'f PER f �—A � �—� � EN D PI.PNT1 NCa NoT�� STx�ET 1MYR01q'-My-Nt FVAT4 65)11, MWAR,AT10t4:P<L4, d-,01 L AMENDMEN* EUCAL.rPrUS �,M.4l,PULEt-��IS C?' 3� D,C. 64F�OUND C01Y%R'S= SNAUL- PSE t�hED oil t=10At, ,bOILh REPORT- SOIL PR E PAPA -10N i (rc>r� n P FW Po5E5 Iz- I Sla F WC..LYPrUS C4W1ALPU LENS @ 3D'D.C. GAzs�N la 1YELLo0 CLU�1 PINU' 00Ly) Tr U AREA& APPLY: DESCRPTION OF REVISION DATE PL•A F-p FROM FLATS G all 3 C,Y N rrROL.I ZED W- GP F,564PU .L �-I5G EUCALYPrU-t� RmYA4n1�MP.5 @ ww RETE W/ ll -,%6•LT 100 t,65 6q90-FtpwER REFER To DL=�.tl.to2t+EET L--7 0�00L.� GYPbtTE CITY OF RANCHO CUCAMONGA PER Ipoo * A.ND -THOFOU(aHLY It4COFRFV C TRACT 13361 I N?D '('Op !.P' DF'f�)E SDI L, y t = RESER TD �.�-IFFY L-'l D F 7 Z AuL- U,RoWPP coves ARFA6 A�ITEv PLANTING PLAN FROM D G,a'TiN6►6 -t�,to� e7E Io-moi P�.RTI�ANocIU� TRIGUbt°IGie.TA TREATED WITH A MEED Iv-61.E 4A•MPf�-Iia Ra DiC.4t��," KIGLF-K-TIgEFt,At-) -pR 50Ul . 5 N 'O.C, �. G D f`tf P�•C7?J R �4A1_l. 11-t STp.I.,lI�I.A!`�✓ Yi C-� PLP`IJ m D e ✓O W QU AH-rrri ES AND I.O4b,TlO t,4s A5 DATE: 7 �- �.U'f�RI��.T� APPROVED BY: CITY ENGIN_ EER R.C.E. 22397 4, ALL VII-jt 64JAl.1, hPF�EAP DEEM RECOW " ED A4-JP ATTACHED rO W a Lt.s, ARP AVANT GARDENS Landscape Architecture DRAIMN SHEET AR�/►'�R • "4 W. FooMi11 eivd.,S". C L-4 of Upland, California 9178b CHECKED 714.985•5551 DRAWM NO. • ILL _ - SNE�_ET I Fes,)elATED WPKDSFED MIX ' REFER Ti) 61RDuND c NeR SEND e�E-ok I — — — - M ETKpFPO L. ITAN (4ATE12) DIe5n�IGT Or 60, CAL. fz� W $ 8"x(v" NOhI,!�;yrR! P j �Alrmcx N1(,,NLAND AVENUE t!5L+rxK kAL.L- REFF,ft, To ENh. Dk1GlIle� /- J I II I • 0 11 12 13 - 1 11ry I 1�1 tc I TL 8"XV MOW GURU — - • iC F-J7— I uJ p v � W 17 I t .4--oc 4 In �- r • t 111 H161HLAND Ave-� ILIE d , � ,, % � STDG M D RA►hl SAS�M c NT — — - � i I -' CA UL.E � ��'oc. �SouND A"''TEI-1i,lAT►Dr-I k1�.��—� �, X�� � NORTSH 4 Eu LYM D R�rEI� TZ;' eNp, r2wo� M W UFS �l-1TU � ��E�(•J��' �DUTE 3� EES E ANT SER �l�Al�-IT LE(-gE, Ca ROUND GoyER46_P SCALE : 1"_ 30' SKEET -'rK 'P1.RC r1 Les CaF�i-tUe, SPCC i E5 _ -5L1 EUC.AL1'Pr Ub GP.M�-G U l�N�l� �'304,G. 24-5C� AESELi A aRP•t�Dl FLOF� 5 �t,Y�•� ir'1 �KP��.� GF �Nol..l' -I 5l� EUC,�t.`�PrUS C�4MA1rt7U LEh�51� c°�D'o.G- 15 TR i Fvt,.l U M �P,AC� I�E R U M vi zzs�-t� Eucs�.YP'fU5 NIC:�tOl11 � �'o,cr _ IZ-� P�'�T}�°�NDCI�Lk� TF�IG UbPIGI�TA G-IAZ�•►-II�. 'YEf;,LUlI Ct_UM�i NtU 1�11� I�'I,ANTi;D FROM Ft�aTs @ I� o,�. �- 151 uQU1 pAM Ci R�• 'FF."�1vAl� 'o e , 12-5l� cAr�P RAt71CAIJ� DESCRPTION OF REVISION DATE r NOt-1- I P•RI G�t,4TE D I-iYD�05EED MIX ' f�2 LAG .,A�Tg42,0ATE VARIETIeAv IOKHAMEN- / L LOM IaROWIJATIYE MIX' CITY_-OFRANCHO CUCAMONGA 5LoPE SEE: AVA1LAbIE FfKOM s -545 SPS (Aoo�&81-04S% 57-15Cl l4QI,l I DAMP��R �•��1>�VA'�' i-1�'� a E NUS 01E_111 I Es 117RACT 13367 3 ENr-EuA c�,Llr- Ncc.�. PLANTING PLAN �nF� CLAf 41 1 r461 C,-;SToki lh REF E R -rO ,A� �E'f" L''7 C:rq z � �+ -�;A c�,►�vr +c,,b. & I7rUh CORO IGU LATUS 'KALo� I L .STN E N IA, CJ4 KYSOl�r!DMA• LUPIOU5 RIR6UTI�IMa 4 LUPItJub I-IAI-J U6 z L 10^44 ' US (M KAr 1DIFLDR,LIS APPROVED BY: DATE: 3 C.4,Lr NoU LA R ETERoF-�+YLLA, CITY ENGINEER R.C.E.I tO. 22397 3 EKIOPHYLL UM GQN FEf�,TI�t.oKU M — --- I pet- 07HPF^ CNEIKA4r4IFOL.IA DESIGN RECOP"FRDED 3o CL-A-ITA(AO 106ULAF5Ia AF4�7 AVANT GARDENS ffi 51�✓-Y R I►JC FI I U M BELL U M Landscape Architecre DRAWN tuSKEET z M I MU L'U �N N I G E U . 954 W. Fooilol sad..sr..t �• M I M U L u� L� U I F LO R U155 Upland. Cafilomia 91756 L=_5 of: CHECKED 711.985.5551 DRAWM NO. SNE El 1. WRIDIf 111 K NHSTAUD AT A II RMP 4F 24• FW ANY STRUCTURES OR 1MRDSCA►IK. NEMC-I-N 90CLOSVIR 2. ALL ABOVE MOUVA ASSVKV SHALL BEC&M 12) COATS B► KD M tlrR ANB (1) COAT EXTERIOR DWM - COLOR AS SELtCTED BV L410SCAPE ARCnITECT. IRRIGATION NOTES ELECTRIC »Ttt WHIR WAIT lS NEXT " A STRAICTM (L•. WALL, BVIL9111116. ETC.) NOU T TEST CBCKS BR l I 1 �, .ry RAIN iIRD 3 LRC WITH YELLOW STRUCTURE OR yVG 1 ID� D� � � 61 �UV Ey � �� �. RUBBER CAt�- SUPPLY ONE KEY � COLOR COOED NAP FOR, VA3.Vt 'M .�I,�•}'O �� � �) PER 12 QCV S INCLUDING NOS[ ��SCAPING LOCATION INSIDER (!~it. i.tC !.1 � a �'S�� SIB&. ^'� CALSE:NSE $000 WITH FLOW ••-----••-- r� �� � _-••-""�'r--iKR►1011 11RfV[RTa ASSEMBLY SWIVELS. SENSOR (PLAN SIZED) ; N1�1IG GoN wE t� ShhU� �E THE 1��6,Aq 1A N C,ortT I�cro� �p�o�n aY G rTY� PLANTE C&EDt - INSTALL IN .,-- I I MALL MOUNT CONTCLOSUR• ' aril NIPPLE - TYPICAL (4) PLACES yL l }-�� ��i d� PLANTER IED ONLY LB Naxiwuw I L� � I NOUNT YITRIN tNCLO1URi. ; ; 0� _ -� L 120 VOLT YIU IN RIGID STttL MASS 10' ELL - TYPICAL 2 r�))E �i6 �'j' ( ) rLActs (��� Ft E p��EN�/ � (�-i � I�(� 6 _ ''�'- ----- -- COMDU IT (PIR LOCAL OODt) . {i i�,�ql , _ H N ` '',�-- - M .41 00-OFF 9XTtRI 0 ITCROUT`L AND 110 VOLT -_----•-•-••- /�� BRASS R!►Plt H� 400R,VI N 1✓ = `,�� I tXTtRIOt OVTLtT TO BR PtOriDtOBT - 2► I?.D V OA'G. 9iL��i`i 41 v �Ep WITH Of�E Iq 60,0WTDr6 P f� = _ - _ = -, <l rte- CONTRACTOR. INER WITH BO NES11 1 ( I COMMYIRt/CONRt WIRE/C0011 M1S 111 3". MOREL SCREEN STAINLESS STEEL 1 NI N ICM. BO PVC CONDUIT w SANT oFl° r-lr TWI.c a Ir VIBE CONCRETE PAG G TI0N 5NA I , - 0.0 P��JIyH,h TIOH a ri� 5i G p -5 „10 BRASS 90* EL SCREWMINIM CLAM! t N' 2' 1 3' t ♦" CONCRETE ►OOTINC t vgLvE ���� �I�S V I✓��wV�GV "7 �� :J1i(+ YG� ,`1,c/ BRASS 90' ELL- MINIMUM (3) PLACES (L0" T YMt[S PER INIRACTARtR) �`j �? 7 BRASS !o' STREET ELL N1N. ? INSTALL A MiMINIM OF I" ABOV! s� SL01E TO OR#lR AT NiM1M1AI ?i IHSS NIPPLE 6" LONG 04 REBAR STAKE A, e' CRAA[ AND SLOPE TOP TO DRAIN SOIM[E FIMlSN E#A0[ L i ,1, r414ASg U nEP\ ptto/�vw1A%YSANd F� ,vIN6) ! BRASS 90' STREET ELL I 4 '� WATER (24" LONG) d AT A MINIMUM OF 2% i �� 1 I� II Iw RK ` 0 N r. r I Nil, GdN f J�GT�oN �IzGM G - 12 DI ? SURIAL MIRING TO U P4E rO = VALV[St SUNOU AND TAIL EVERY �N E CalnvLate, . I.rb Hor WI U-FU 61.7r INerpki t -ME 6" 15 FT.LINE TtO.C. INSTALL WITNIN MAIN �` A ` i MASS RIPrL[ • MlGI 6PP-I 6Y6,MM /r6 �JHwV Rt.tR TO DETAIL No. (2) PLJAC(S THE Df�W1H&6 WHEN Irl5o�• Iratr=1r Cl am �I N h1��1� NE �hli�U. bE `nous IN THE F I�t,p UN- '' - '�(,��' MOTtsi � �tAt�ARIOt rNA1ffT KKRS TYPICAL terPEAL p�Nn�Gt�1./�hTa FIN 15H �1'I y '1 ,,G 1. INSTALL CONTROLLER nt N{fC. PRINTED INSTRUCTIONS AMO ►tt LOCAL COD[: � 1 (2) PLACES b�t�gE I,INl.E55 prn��y115� MOVVH OD4)-mc1"IOH6 Cw'A've _ LOCATION 'TO Bt APPROVt9 IN FIELD BY TNI LANDSCAPE AACNITTCT PRIOR TOCDNSTVICT10' �" xN 40 PIC NMLt AMPTDRS JP IF b• gFIFEK�NG&S or, gIF�E �1G�5 FINISN1 2 COATS DAM GRAN SEMIGLOSS ENAMEL. � � O E o TYPICAL (2) ►acts IH -rH b M6,A, t� m6H-jloNS EXIST / I PRESSURE SUPPLY 'L 2 corDaN YIRs TO Bt WHIT[ AMO CONTROL vlRt TO BL IID [N COLOR. ' 3. NO SPLLC[S SPALL BI MAD[ BETVEEN CONTROLLER AND RENIOTt CONTROL VALVE. V b �I LINE To SYSTEMS dTJG ,p MI6NT Har JN.� EEN LINE FITTING -- A. CONTROL WISING SEQULNCt CORRISPONDS TO 0PtILAT1NG SEQUENCE OF REMOTE CONTROL w.• . r --• -`•1HR I r-K►GxioN coNTI�6vo , 511 ISE I� 1 N 'ME �NGI N VALVES AND AUTOMATIC SPRINKLE& CONTROL UNIT STATION CONNECTION SEQUENCE. V �--�PRESSURE SUPPLY LINE - SEQU10C9 SHOWN OM DETAIL 15 FOR RtFtLtNCE ONLY Stt IRAIGATIUN PLAN FOR MASS 10• ELL NICK o&ai usr,I.l,i, bU�N o��T�UGrIoF�� bI�FE�• coRUCT VALVE SIQUtNct. !. RUN ONE t1TRA M I U (COLOR a ORANGI) TO FARTNt ST RCV • FOR ►UT'VRt 93t. _ -•- N I�5 �rin VAWt%h <'Nce7 �Ul t� 9 �ouair v . �otz 0VrI MUM 6.49v&R/t&6 W I V VE kTT?Ntrla 1 of THe CITY 16 M I NIM�v. ovE196 P"( oNry FVrE-� ENtMvE ��°�CKF�o1�.1 PR E�/�I�TID I� DEQ IC E W�I,Ics, eq-F,66-'sl W/iN ,l/0, 6TC • IH I'H E WEN? 11116 NUT I F I ai4 Q U I G K Co u P L R �•uTo rel o,-r'I� G�t�TR�I�I.E i� Ifs FPI50� EF�GL, ►s NUT PEFIFOW61:21 THE l fWK Gk=- lv 3 PI pi Na, vAwES/m1, , Hvw1J wrf N- PIU 6.6 f'ONbI -f`( �R �N`( - CONIC.VALVE BOX A C.1. COVER IN PAVE0 AIDE IS FCR 'S16r4 c, MARKED 'IRRIGATION RCV• I /I51oN5 r Nf,�E�'s Y, %MRISTY• Box 1 LID a-/AN-/ANGArio L ON `. ��n oH�L � I *ktuo IN 6P Fz10 K L06 P, ecu I PH 6w qp1" : To SPRINKLER - ANGLE ►IPE LL SPECIFIED DEPTH M1TN 00 ES NOT[ ROUND CONE. VALVE BOX COVER Sp�IF- Vf'�(,`J I N r,� SCH 40 PVC VALE ADAPTOR MARKED "IRRIGATION GATE- IZu� I E/�5' (�I� �"�� tai Irl�1'/�t-I,EI� rr 1x 1. LOCATE HEAD 2` FROM WALKS. CURBS, MAROSCAPING. NOW STRIP, MCADER BUARO, AND "CHRISTY* FL8 BOA i FLOG LID (OR EQUAL) EDGE OF LAWN. SCH so PVC W ION N LAWN ARE FINISH `•"^'I I I I �1� 3" IN PLANT BEDS IntTls V6 I�ESf'vt�Sll31LIrYG�-T1-I� b/\-�'ID I.17�b �j�I�G�T1Or44� 2. LOCATE STREAM Sr+uT/tuBBLERS i" FROM All STRUCTURES, AND SPRAT HEADS 12" FROM All BRASS NIPPLE GRADE I��IGl-rIU� �O STRUCTURES IN SHRUB AREAS BUT B" FROM ALL STRUCTURES IN GROUND COVER AREAS. I✓ I U/ I?-� N I MSVUr �NI'�-I E 3. USE TEFLON TAPE ON ALL HALE THREADS. 10 IN LAWN MEAS *SW-TITE• WTERPROOF CONNECTORS -,� 11 i �O !J' 'iG1FIG�1 1��7 3' IN PUNT BEDS ,I1 I!� ELECTRIC CONTROL VAIrE �'I 1 �►1 nI p� EN�s, I�•_r10N bi-Tio INSTALL HEADS WITH INTERNAL CHECK VALVE ANO/OR PRESSURE COMPENSATING FEATURE ASE - U ll O�V�lial R�t/�IN ll�G �` 1 , ' � " ✓v 11/ 'IL`� NFO"- ►Ea TME Iaa1GATIDN PLAN. FINISH GRADE _ ,I„,if AI I/2" AGOVE FINISH GRADE POP-UP SHRU6 MEAD TAIL EXPANSION FINISH GRADE LOOP (MIN. 24' LONG) AE �I - MM SSTZVALVE VALV VLVYOM THBRNE1AN DWHEFL IlI�I vc GRASS NIPPLE 3/t• WASHED CRUSHED . �: :b , 3/4- WASHED CRUSHED AGGREGATE + •' o • - `••: AGGREGATE BASE - -SCH DO PUC NIPPLE _ 0--CONTR0L i CO!!CN MIRES SCN 40 ►vC HALE ADAPTORS iv SCN BO PVC NIPPLE MARLEX 900 STREET ELL (MINIMUM I" LONG) SCH Bo PVC NSIPLE �. SCM 40 IVC SRSxT TEE PRESSURE SMOKY LIME 5n: SCM �0 PVC TRT 90• ELL 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. (6" LONG) NOTE: 1. INSTALL CONTROL VALVES A MINIMA OF 1r FRON STRUCTURES OR MAROSCAPING. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. PLACE VALVE 901 AT RIGHT ANKLES TO STRUCTURES OR HARDS"ING. PRESSURE LATERAL LINE B FITTING B• PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOIL. S. ATTACH •CHtISTY• VALVE IDENTIFICATION TAG WITN A►►RI711PRIATE CONTROLLER NO . MIAKI,EY 90' yrKerT ELEOW VALVE MISER , TO CONTROL WIRE. 95 M olrEE co L. VALV E 61 ATE VA LV 5- 1 tJISN l �pE �= ►-,--TtFr)e-L L4l E -- Mr10 La04E -- -"TIC amt _ C.01`4TR01- WIDE COMMON WIRE VALVES kz, I / CONTROL To Uq% z_ �" DESCRPTION OF REVISION DATE � O WIRES M1t� , 10 - _ I. �`Lt_ FL,,STIG FIPIN&TO BE cALSENS %N^KED IBJT�Et�.NF,s. CITY OF RANCHO CUCAMONGA E pv�.,xs�,����y . 1.EN6-fM �p�QuI�D O �. �uhlDt,E � TAPE WII�IN� WATER FLOW IN , - -3.TiE A 1.-005E .700LOO PIN TRACT 13367 q0 ANOt�g - �il,o V`II1ZINln �T CN�N�E ot= GAN �`� �R�TTE� IRRIGATION DETAILS 0 o M 'f� NwNg f o Tr V-N 30. w N-ri E ^L.L Loom PRESSURE 1 � �I � �-- ��h1.�t��120WNUt� PR MASTER FLOW HACK-FLOW WATER R ? I)I �`�, �`vE BEEN M�dE ? �2 REDUCING VALVE SENSOR PREVENTER METER APPROVED BY: DATE: ' VALVE �f, SEE IRfw-I&,,A►"TIDN SPEGJFI- CITY ENGINEER R.C.E. -/ a 397 ce--not- J For- mA r KF:iL.L DESIGN RECOV"ENDED p.Np Gp�Ip�-HON �RPi AVANT GARDENS f\EQUI IzEMENTS. DRAWN Landscape Architecture � r. t SHEET I R 1(.�,�T I� I"f rA,_'77 DEAD �1�EI-�CN �tP� . 984 W. FoothiN 9"..Ste. C L-6 o f_9 ,� / Upland. California 91786 Q F� ri' �U hI liI by �i �/(-- p1 )"✓- 1•//7 CHECKED 714.985.5551 DRAW1%r NO. .� L S H'v­1-:_-1, �L- city of rancho cucamonga STANDARD DRAWING I. STAKE TREt KRKNOICULAR To PREVAILING WINO. 2. PLACE 'GROW-►OWER' TARS IK PLANT CONTAINER ►1104 TO PLANTING FOR OBSERVATION "POSCS. -_ TOP OF STAKES S"WALK s ��C�i � 1 �� c)s w� 3 1� 3 IM IN TRUNK e • � Erco � 1. RBE7IERr -TIT- TREE TIE (ll PER S►EC1riCAT1ONS jT (2) TIES SPACED 12' A/ANT FOR CITY =S - t� p r • 12' ml iNll1 STR34"APAF�T SET TREES Ort CIPI[H TIES IN Z PLACES • I APPROVED TREE STAKES ORTStuRE TIIBT^'rB;D t • (2) ►ER SPECIFICATIONS Stm"ALK uADR cuARn EN TVRr Anus • &' 014. PVC KIFORATC0 PIPE - FILL WITHs'�' � • 1/2' WASNEO CRUSHED AGGREGATE OAS( KILL Q e C#i1FV[ 10101,11,011114c" ! • }r "1 S� • t LENGTH OF PIPE (LOCATE )I' FROM TRUNK) ` j Co.:,A • •• l' /E1" TO FORM DEPRESSED WATERING • ' BASIN FOR CIIDUYD COVER AREAS +;' S s L. 2" THICK CNTPPa SILCN N+�n Id UDFOOR>" ` �;�� tTN1lGTURt • 94460, boom. CONTAINER AM BALL 'GROW•POKO' PLANT TABS PER .\ IM UFACYLRER'S RECONENOATIORS J Zt T E BKIr1LL Nil PER SPECIFICATIONS • Rrlrtrt snit RANT PIT TO BI (2) TIPRS THE WIDTH Of THE ROOT BALLS I?- BELOW TH( BOTTOM OF TN( ROOT BALL Go�G �T� WK 61,-f FrI01F, 1-11 EZ--;;i � city of rancho cocamonga STANDARD DRAWING 1 3 6 6 3 1. WANGLE R)ATTto KVI if 1,010U NIM ALL IMS At tOW OF JWT BAtt VItN VATtl IOP HOU. BO NOT CRK l NOT &ALL. e 1 • LLy �r • '- t 5 1. KKC *G BW-►OKI- TABS IN PLANT CONTAtKI PRIOR TO PLANTING POI 4IM"lITI01 • e 3 T 4 • e 6 6 - PLAN VIEW • A 3 S ( DOUBLE STAKING 6 2 r Intal altl►ra1 LUN I 16" V. I .T. twist brace, f long" nailed to ALL -MMS IN lodgepole pine stakes with gaiv.. roofing nails ELEVATION •� g TO 1 2" dia. lodgeole pine stakes Ir long ('2) with wood preservative stain, stake a mint*m of 12" into undisturbed soil and align stakes & F. 714,1CSS O� I parallel to center line of street. (use 12 4?l�LI I stakes v�for�Eul✓1w tle)p � s �&TO " TKATCO.LEGEND: w_AJ6^1L Tb T# W 0 MURT � 11111"AC111 FP4409rav9l backflp 1. WALL. t t 2. FINISH GRADE. WIFILL Nit KI SPtCIFICATIONS 3 . EYEBOLTS: SECURE VINE TO WALL WITH 5/8" DIA. EYEBOLTS 1 finished grade ` CONTAINER PLOT MW Ull •' • . ( i • IN LEAD SHIELDS. ?\\ _� PIT TO Bt (2) TIKS TK a Deep rOOt or equal control planter 4 . is GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN' S WIDTH or rHt ROpt BAtt r, Ir 22-29-- 18-P when required or approve TAPE. BELOW THE BOTTOM V THE NOT S. EYEBOLTS FOR FUTURE USE. wtt " _ equal 6 . 8" x 6" CONCRETE VINE COLLARS IN TURF AREAS-ONLY. INSIDE —NIAttrt snit RADIUS OF COLLAR TO BE TWO TIMES THE DIAMETER OF ROOTBALL ackfitl free Of rocks 3" in die. Or MINIMUM. greater 1. v I NE Pt� T► N pESCRPTION OF REVISION PATE CITY OF RANCHO CUCAMONGA TRACT 13367 EQWI PLANTING DETAILS T APPROVED BY: DATE: 7 1. ALL SHRUBS/GROUND COYER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS CITY ENGINEER R.C.E. NO. 22397 OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. DESIGN RECOIL MED A�11E� AVANT GARDENS 110, landscape Architecture DRAWN MEET C00\115^ 60,4610,61 UpIRnd,California 91756 • CHECKED 714.985.5551 DRAV,"W NO. sKE�T-1,�5 ov 2LCUUN i@, IRRIGATION SECTION 1C PLANTING PART 1 - GENERAL PART 2 - PRODUCTS E. Backfilling: PART 1 - GENERAL PART 3 - EXECUTION A. Includes furnishing all labor, materials, and equipment required 2.1 Materials and Equipment 1. Backfill for trenching shall be compacted to a dry 1.1 Scope 3.1 Site Condition to provide and install the irrigation system specified herein density equal to the adjacent undisturbed soil, and shall and required to complete the work per the plans. A. All pipe shall be schedule 40 P.V.C. conform to the adjacent grades without dips, sunken A. Includes furnishing all labor, materials, and equipment required A. No plant materials shall be planted until all operations in areas, humps or other irregularities. Initial backfill on to provide and install the planting indicated on the plans and conjunction with the installation of the sprinkler system have 1.2 Requirements of Regulatory Agencies B. All fittings shall be schedule 40 P.V.C. All threaded fittings all lines shall be of a fine granular material with no specifications. been completed, final grades shall have been established shall be injection molded. All tees and ells shall be side sled. foreign matter larger than 1/2 inch size. la ti areas have be .n ro ori ra dad g 2. All irrigation lines under paving shall be backfilled p��E ��.EMpI� � 9 p 9 1.2 Submittals A. Comply will all local and state codes, ordinances, safety Crrf �t-15PP� . entirely with sand and compacted by means of power orders, and regulations of all legally constituted authorities C. All threaded nipples shall be standard weight schedule 80 with 3.2 Ground Preparation stated above. molded threads. All threaded nipples exposed above grade shall compaction. A. Furnish material invoices indicating the quantities of be gray in color. fertilizers and soil amendments delivered to the job site. A. Remove from site dead or dying shrubs, trees, or weeds within B. Obtain and pay for all plumbing permits and all inspections 3. Trenches shall be backfilled promptly after the open Material invoices must be approved by the Architect prior to proposed planting areas. When Bermuda Grass, Nut Grass or St. required by authorities stated above. trench inspection. incorporating soil amendments. Augustine is removed, plants shall be removed completely and D. All pipe and fittings shall be as manufactured by Lasco Co., thoroughly, including roots. C. 'Notify the City in the event any equipment or methods meF. Control wires: 1.3 Protection medicated Western or S.M. or an approved equal. on the drawings or specifications conflicts with local codes, 8. All planted areas shall be thoroughly ripped to a depth of 12', prior to installation. In the event this notification is not 1. Unless otherwise specified connections between A. Contractor shall check or locate existing structures, electric using a ripper with teeth no wider than 12" o. c. Where PART 3 - EXECUTION controller and remote control valves shall be made with cables or conduits utility lines and other existing features or possible, the ripping should be done in two directiohs to reduce performed, the contractor must assume full responsibility for � y g revisions necessary. ' 3.1 Site Conditions direct burial wire AWG-UF type, installed in accordance conditions above or below the ground level that might be the compaction which occurs as a result of construction. with valve manufacturer's wire chart and specifications. damaged as a result of his operation. Questions or conflicts 1.3 Submittals A. Before starting work on sprinkler system, carefully check all arising out of such examination prior to or during operation C. Stones or rocks over 1" in size, construction refuse, and other grades to determine that work may safely proceed, keeping 2. Between controller and remote control valves, use a shall be immediately directed to the attention of the City deleterious material shall be removed from the site. A. As-Built record drawings- within the specified material depths. continuous wire. Under no circumstances shall splices for necessary action or decisions before resuming or exist. replacement at no cost to the Owner, for features or conditions D. Sail Prep planting areas as follows: ( For bid purposes only) I. The Contractor maintain a complete and accurate B. Do not willfully Install the sprinkler system as Indicated on damaged through failure to comply with above procedures. set of as-1- *It drawings. These drawings shall be kept the drawing when it Is obvious in the field that unknown 3. Where more than one wire is placed in a trench, the 1. To all planting areas apply the following per 1,000 sq. ft. up to date with the progress of the work. The Owner obstructions or grade differences exist, that might not have wiring shall be taped together at intervals of 12 feet. 1.4 Alternatives and incorporate into the top 6" of soil. shall furnish a set of drawings on which to record been considered in the engineering. Such obstructions or as-built conditions. differences should be brought to the attention of the City. 4. Wiring shall occupy the same trench and shall be A. Alternatives will not be permitted, except where indicated. a. 3 c.y. of nitrolized wood residual. installed along the same route as the pressure supply 2. The Contractor shall indicate clearly and correctly work C. The installation of all sprinkler materials, including pipe, shall line wherever possible. PART 2 - PRODUCTS b. 100 lbs. of Gro-power. installed differently from that shown on the contract be coordinated with the landscape drawings to avoid drawings. By dimensioning from two permanent points of interfering with the trees, shrubs, or other planting. 5. An expansion loop of 12 inches shall be provided at each 2.1 Materials C. 300 lbs. of Gypsum. reference, show connection to existing water lines, gate wire connection and/or directional turn. valves, pressure supply pipes, control valves, quill; D. Layout sprinkler heads and make any minor adjustments A. Nitrogen stabilized orgonic amendments as derived from wood E. Wet soil thoroughly and allow to settle. Repeat this 6. Sizing of wire shall be according to manufactures compaction procedure until oil u � soil is stable enough to hold a couplers and control wiring- required due to differences between site and drawings. Any g residual. p p 9 g such deviations in layout shall be within the intent of the recommendations, In no case less than x 12 in size. smooth, uniform surface but loose enough to permit aeration 3. On completion of the work, the Contractor shall obtain and drainage for 1 original drawings, and without additional cost to the Owner. g pant material. one ( 1 ) set of Mylars of the contract drawings from the When directed by the City the layout shall be approved D. Fertilizer shall be first grade commercial quality as specified. Architect, and all changes as noted on the record set shall be before installation. G. Flushing the System: C. Soil shall be existing site soil as approved by the City 3.3 Finish Grading drawn on the transparencies with black India ink. The Mylars shall be signed by the Contractor as complete and accurate 1. AfteF all news Finish grade all planting areas to a smooth, uniform surface ready for 3.2 Installation sprinkler pipe lines and risers are in place records of work as built. This set of mylars shall be and connected, all necessary diversion work has been D. Plant Materials: planting. Planting areas to finish grade shall be 1' below finish grade delivered to the City. A. Connections to the existing outlets shall be at the approximate completed, and prior to installation of sprinkler heads, of adjacent paved surfaces unless otherwise noted on drawings. locations) shown on the drawings. the control valves shall be opened and full head of water 1. Plant quality: used to flush out the system. B. Controller Charts B. Assemblies: 3.3 Adjusting of System a. Plants shall be fresh, well established, vigorous, 1. As-built drawings shall be approved b the Landscape of normal habit of growth, free of disease, g y 1. Routing of pressure supply lines as indicated on drawings A. Adjust valves, and alignment and coverage of ell sprinkler insects, insect eggs and larvae. Plants shall have Architect before charts are prepared. is diagrammatic. Install lines (and various assemblies) heads. healthy, normal root systems, well filling their to conform with details on plans. 2. Provide one controller chart for each controller supplied. B. If it is determined that adjustments in the irrigation containers, but not to the point of being root bound. t equipment or nozzle changes will provide proper and more 3. The chart shall show the area controlled by automatic 2. Install no multiple assemblies on plastic lines. Provide adequate coverage, make all necessary changes, without ., Plant sizes: controller and shall be the maximum size controller door each assembly with its own outlets. When called for, the additional cost to the Owner, prior to any planting. will allow. pressure relief valve shall be the last assembly. a. The height and spread of all plant material shall be C. The entire system shall be operating properly before any measured with branches in their normal position 4. The chart is to be reduced drawing of the actual as-built stem. However, in the event the controller sequence is 3. All plastic threaded pipe and fittings shall be assembled planting operations commence. sy c q when plant is installed. using Teflon tape or equivalent, applied to the male is not legible when the drawing is reduced, it shall be threads only, 3.4 Cleanup and Repair b. Multi-branched trees as noted on the drawings enlarged to a size that will be readable when reduced. shall mean trees with three cr more trunks and all A. Upon completion of the work, make the ground surface level, 5. Chart shall be blockline print and a different color shall C. Line clearance: remove excess materials, rubbish, debris, etc., and remove trunks shall be equal in caliper. be used to show area of coverage for each station. construction and installation equipment from the premises. 3. Plant quantities: 1. All lines shall have a minimum clearance of 12 inches 6. The chart shall be mounted using Velcro, or an approved from each other, and 12 Inches from lines of Other S. Replace and/or repair to the satisfaction of the City ail equal type of tape. trades. Parallel lines shall not be installed directly over existing paving disturbed during the course f a. Plant materials shall be furnished in size, y p o this work. New 9 9 g one another. quantities, species, and in the spacing as indicated paving shall be the same type, strength, texture, finish, and be or noted on the plans. 7. When completed and approved, the chart shall be equal in every way to the material removed. b. Ground cover materials shall be provided in hermetically sealed between two pieces of plastic, each D. Trenching: - - piece being a minimum 20 mils. thick. 3.5 Guarantee quantity adequate to fill the ehtire ground cover 1. Dig trench and support pipe continuously on bottom of areas at the spacing shown. 8. These charts shall be completed and approved prior to ditch. Shake pipe in trench to an even grade. Trenching A. The entire sprinkler system shall be guaranteed by the final inspection of the irrigation system. �C7 (A (v E excavation shall follow layout indiction on drawings as Contractor as to material and workmanship, including settling E. Pre emergent weed abatement-Treflan or equal. 'Tof Crt`t' noted. Where lines occur under paved areas, these of backfilled areas for a period of one (1) year following the 1.4 Drawings dimensions shall be considered below subgrade. date or final acceptance of the work. 2.2 tuxes A. For purposes of legibility, sprinkler lines are essentially DESCRIPTION OF REVISION DATE PRO y 2. Provide minimum cover of 16 inches for all pressure A. Backfill Mix CITY TY diagrammatic. Although size and location of sprinkler supply lines 2-1/2 inches and smaller. CiTY OF RANCHO CUCAMONGA equipment are drawn to scale wherever possible, make use of _ 1 me sol I. all data in all of the contract documents and verifythis 1. 3 parts by volume 3. Provide minimum cover of 18 inches for all control information at construction site. wires. 2. 1 parts by volume - Nitrogen stabilized organic TRACT 13357 amendment. 1.5 Materials to be Furnished 4. Provide minimum cover of 12 inches for all other LANDSCAPE SPECIFICATIONS A. Prior to final inspection the Contractor shall furnish the nonpressure lines. 3. Gro-power (12-6-8) 7 gram tablet. following materials to the City: - 5. All lines under driveway and roadway pavement shall a. Three tablets per 1 gallon plant •7 s have a 24 inch minimum cover. APPROVED BY. DATE: 1. Two wrenches for disassembling and adjusting each type CITY ENGINEER _ R.C.E.NO. 223 7 of sprinkler head supplied. b. Eight tablets per 5 gallon plant. _ __ DESK! RECOFMDED C. Twelve tablets per 15 gallon plant. AVANT GARDENS f� 2. Two keys for each automatic controller. Landscape Architecture tDRAWN K � SHEET 3. Four ke s for loose ke hose bibbs. d. Fifteen tablets per 24" box tree and larger. , • 991 W Foothill Rlvd. Ste c L-8 or Upland, Calilomia 91786714.985•y y 'S tHECKED '.S DRIIl1l4iE,#G N0. i 3.4 Punting Trees and Shrubs 8. Fiber shall be derived from cellulose such as wood pulp or Part 1 - General similar organic matter. When used in the applied mixture, an A. Trees and shrub planting shall comply with details on plan. absorptive or porous mat will result on the surface of the 1.1 Scope ground. The fiber applied to the planting area shall be "GREEN" B. Make necessary adjustments and excavate pits of circular color. A. Includes furnishing all labor, materials, and equipment outline with vertical sides for all plants. Scarify sides and required to continuously maintain all areas included in bottoms of all plant pits. C. Water shall be clean, fresh, suitable for domestic consumption the contract during the progress of the work, the and free from such amounts of mineral and organic substances maintenance period and until final acceptance of the as would inhibit germination or growth. work. C. Protect roots or balls of plants at all times from sun and drying winds. D. Soil stabilizer shall be "Ecology Controls M-Binder." 1.2 Maintenance Period D. Set plants in centers of pits, adjusting depth so that crowr. of E. Fertilizer shall have a guaranteed analysis of (16-20-0). A. After all work indicated on the drawings or herein specified plant will stand a 2" above finished grade. All plants shall be including all planting and sowing, has been completed, set in a waterir.g basin which shall be 4' in diameter for trees 2.2 Hydroseed Mix - Ornamental Low Growing Native Mix observed and approved by the City, the over 6' tall and 2' in diameter for trees and shrubs less than 6' Contractor shall maintain all planted areas by means of tall. This basin shall be 3 or 4 inches deep. The bottom of the A. Seed mix of the following at the rate of 62 Lbs per acre: continuous watering, weeding, rolling, mowing, re-seeding, basin shall be at surrounding finish grade. There shall be no Cultivating, spraying, mulching, trimming, edging, and/or basins in lawn areas. Lbs Genus species any necessary procedure for a period of one hundred and 3 Encelia californica eighty ( 180) calendar days atter aforementioned approvals, E. Cans shall be removed cprefully to avoid breaking the ball. If 2 Eschscholzia californica except that the maintenance period shall be extended to unsuitable soil is encountered in excavation, such soil or 6 Lotus corniculotus 'Kato' include the time necessary to: material shall be removed and sufficient approved soil for 1 Lasthenia chrysostome installing plant material shall be provided. 1 Lupinus hirsutissima 1. Meet the requirements and approval by municipal or 4 Lupinus nanus county agency having jurisdiction. F. Backfill material shall be as specified herein. 2 Linanthus grandiflorus 3 Calendula herteophylla 1.3 Requirements of Regulatory Agencies G. If directed by the Lar_..r...jpe Architect the Contractor shall 3 Eriophyllum confertiflorum prune plants in accordance with standard horticultural 1 Oenothera cheiranthifolio A. Any required spraying work shall be done in accordance with practice. Cuts over 1/2" in diameter shall be painted with 30 Plantego insularis governing agencies. approved tree paint. 2 Sisyrinchium bellum 2 Mimulus puniceus PART 2 - PRODUCTS 3.5 Planting - Ground Cover 2 Mimulus longiflorus 2.1 Materials A. All ground covers shall be well rooted and shall be evenly 8. Fertilizer (16-20-0) at the rate of 600 pounds per acre. spaced at distances as indicated on the drawings and shall be A. Ail materials used in conjunction with the maintenance staggered in rows. C. Soil stabilizer ("Ecology Controls M-Binder") at the rate of 100 work shall conform to the material requirements originally pounds per acre. specified for the work. ` B. Dig good sized pickets for planting so that the root system lies free without doubling and so that roots are planted vertically, PART 3 - EXECUTION not horizontally. D. Fiber at the rate of 1,500 pounds per acre. 3.1 Replacements C. All Ground Cover areas planted from rooted cuttings shall be 2.4 Equipment treated with pre emergent weed killer, Treflan or equal, A. Contractor shall immediately replace any and all plant application shall be as per manufacturers specifications. A. Mixing shall be performed in a tank, with a built-in continuous materials which, for any reason, dies or is damaged while agitation and recirculation system, of sufficient operating under his care. Replacement shall be made with plants as 3.6 Hydroseeding capacity to produce a homogeneous slurry of fiber, soil indicated or specified for the original planting. Refer to Section I for Hydroseedi ng. stabilizer, seed, fertilizer, and water in the designated unit proportions. 3.2 Repair 3.7 Guarantee A. Damage to planting areas shall be repaired 8. The discharge system shall be capable of applying the slurry to gimmediately. A. All specimen trees 24" box and larger shall be guaranteed for the ground surface at a continuous and uniform rate. one full year, all 15 gal. plants for 6 months, all 1 gal. and 5 B. Depressions caused by vehicles, equipment end toot traffic gal. plants for 3 months, lawns for 3 months and flatted ground PART 3 - EXECUTION will be filled with soil, leveled and replanted. cover for 30 days from date of final acceptance. 3.1 Site Condition C. Exterminate gophers and moles, repair damage as above. SECTION 1D HYDROSEEDING A. Hydroseeding shall not begin prior to acceptance of irrigation 3.3 Clean-up and fine grading. A. All planted areas shall be kept free of debris, and shall be PART 1 - GENERAL 3.2 Mixing cultivated and weeded at not more than ten (10) day intervals. 1.1 Scope A. Seed; fiber, water, soil stabilizer, fertilizer shall be A. Includes furnishing all labor, materials, and equipment required thoroughly mixed into a homogeneous slurry of the proper B. At completion of the maintenance period, all areas included in the contract shall be clean and free of debris and weeds; to provide and install the hydroseeding indicated on plans and proportions specified. It shalt have the proper consistency to all plant materials shall be live, healthy and free ' of specifications. adhere to the ground surfaces without lumping or running. . infestation. 1.2 Submittals 8. All slurry mixture which has not been applied within four (4) - hours atter mixing will be rejected and removed from the C. Wash down all walks and paving areas only with high A. The Contractor shall furnish certificates to the City for the project at the Contractors expense. pressure hose at least once a week. following items: 3.3 Cleanup 3.4 Fertilizing 1. Fertilizers A. Apply Gro-power at' the rate of 50 pounds per 1,000 2. Seed A. Any slurry which is sprayed on adjacent buildings or concrete surfaces shall be thoroughly washed and removed from the site. sq. ft. of tree, shrub, and ground cover areas, twenty-five �. Fiber (25) days after the maintenance period is initiated. 4. Soil Stabilizer 3.4 Maintenance B. Certificates shall be prepared by the supplier or distributor and DESORPTION OF REVISION DATE CITY shall indicate the quantities and qualities of materials used. A. Maintain until established. See general maintenance r.Rovco requirements in the Maintenance Section of these CITY OF RANCHO C U CAM O N GA 1.3 Protection specifications. A. Adjacent areas and building surfaces shall be covered and 3.5 Guarantee TRACT 13367 protected during application. LANDSCAPE SPECIFICATIONS PART 2 - PRODUCTS A. Any areas showing sparse growth or no germination shall, within fifteen (15) days of written notification, be rehydroseeded with materials originally specified. 2.1 Materials B. Guarantee period ends with the establishment of hydroseeded APPROVED BY: r DATE: A. Seed shall be clearly tagged or labeled showing type of seed, ground cover areas and/or hydroseeded lawn areas full and CITY ENGINEER R.C.E.NO. 2397 test date, name of supplier and percentage of the following: without bare spots. Any reseeding necessary shall prolong the DESIGN RECOM"FRDED A��� pure seed, crop seed, inert matter, weed seed, noxious weeds, maintenance period and guarantee. AVANT GARDENS and total germination content. DRAWN Landscape Architecture SHEET VA 964 W Foothill Rlvd. 'Ve ( L-9 Upland.calliorma 911Nh �F CHECKto 714•985.55S 1 DRAVff%(0.