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HomeMy WebLinkAbout1423-L ! I 1 I LOT 10 I r LOT 6 r • r COY ,,� ''�► •s/� '+ rywA�L ` REFER TO tybT E M C TY P ) I •K I'.+ ,,, t To pR1WI e� 1.. 3if 314 � .l /L o W LU ffn 3/4 3/4 3 I 1" 1- vs, III I/Z /t /✓ 3/4 r� 4/t .''� � � _ ', V r f ; �— f/# /} f/+ " /* • �. 1/4 —14 � 1/9, -r�� O 1' '111, 3 7/ 3N 3/+ vs vs W 10 1%6v %W1 1146r. LL 174 Uj I / I ' S 111 „„ / / / / i r I N Z Zl, � + it It 's IN I� 11111 W .� 1'G. i'4' 1r „ 3 ? , � N Irt44 = 1L)— W } box 11110 14, Ito ILSON AVENUE p � _ Ili M I" D EFL SC, tI.Ce�VIWJ VL 111 II J J h —— ' 1" I" ,N �` ��► ;; PVC FENCE REFER TO SHEET L—�l DETAIL 6 i10 114 �•�T.c. 6'x6- CONC. MOW STRIP �L bdc Ih '/s it ,� 6'X6' CONC. MOW STRIP d LOCK WALL , - REFER TO ARCH. oUW-jWS LIIIIIIIIIIII�`1111 -1 1 1,16 • l LOT 11 1 C ESS PEEA WEEC MI DAYS PER WEEK. YON—SAT. I PM TO 5 AMITIME Off� IS SWE pT�/E OFF 1 9:99 PM 9:15 Mut 2 9:15 PM 9:33 PM 3 9:34 PM 9:49 PM —__ IRRIGATION LEGEND 4 2:59 PM 19:97 PM -` 0 FOR ASSISTANCE WITH CALSENSE S 19:98 PM 18:23 PM YM EWPMENTA PRODUCTS, CONTRACTOR SHALL 6 19:24 PM 19:39 PM Q RN BIF�-16tZ S SAM IFLT- 4 SFIFillO 16 .7! CONTACT CALSENSE (619) 430-0525 LOT 14 7 19:49 PM 19:57 PM � 9f LTA 39 11 .3t � 9 19:59 PM . 11:15 PM • POTABLE WATER9 11:16 PM 11:31 PM �p da PF9 /?N 3t /2 1.2 1 19 11:32 PM 11:47 PM �, � �• �, �., r - 12-T � 12 .17 7 11 11:41 PM 12:95 AY y �• q y P.O.C. POINT OF CONNECTION 12 12:96 AM 12:23 AM W 'z� 12.0 301 It .66 7 EXACT LOCATION TO BE 13 12:24 AM 12:39 AM N LOT 12 p is EST 30 1 .61 7 DETERMINED IN THE FIELD 1 14 12:49 AM 12:57 AM p Is 5.7T 3f 1.21 7 - CONTRACTOR SHALL GUARANTEE a Ol " COUPLER 330LAC 6 100% HEAD TO HEAD COVERAGE lF�F CAFE REMOTE CONTWX VALVE lire-L P - P�5 2E 5 ►bICE t W r114 & of pGb �GRfcE Oto Ah BACKfLOWPREVENTEA FEBC0.82SY-BV R.P. 1%22 1 rworimevJDIED 6Y rV+ttJ >dtKD. wILIUNS PRESSURE REGULATOR SMSERIES ;zj' ' rK646ul'w INSTALL AS PER MANUFACTUAER SPECIFICATIONS a 102-M —= �witiI KaFEIoi-ir xA4E rar tri aF It I WATER METER —BY pE,YE:t,pPE.R-z' �.�/2'� SERVICE LINE - CONTRACTOR SHALL VERIFY STATIC PRESSURE IN THE FIELD PRIOR TO DLSCRIPTION MODEL PCS-02 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 © CALSENSE AUTOMATIC CONTROLLEA CALSENSE tm IN BEGINNING WORK GPM 0.2 0.3 0.4 0.6 0.9 1.25 1.75 MEYERS MEUG- I MZBS 15N1A-06uK9 16 '91ATIOWI — _ DESCRPTION OF REVISION ORATE COLOR Brown Silver Orange Blaik White Groom Yellow � INSTALL BACKFLOW PREVENTION _ N18CO T-tt3 GATE VALVE UNE SIZE _ FLAT SPRAY 8F-FLT - - 6" Bub. 2' Bub 3' s' •B' DEVICE AS PER C.C.W.D. STANDARDS. CITY OF RANCHO CUCAMONGA ON-FLT - 3'(1600) 4'-6' 7' •B' - •• MAIN UNE-SCH 40 1 Viz' S1 AU WZ,- CLA !> 315 2!4 n LARI f LOT 13 ' , IT-FLY 34S •B' - - - eo-FLT V-s' e'-s' 4, - - - . - LATERAL UPV NE SCH 40 C SIZES NOTED 6 LOM ANGLE IOF-u - - 1' Bub 3' e' S. •101 CALSENSE 1000 S MOISTURE SENSORS I mg'di STA`fn04f> 8 TRACT 1393 SPRAY 150 ION-LA - - 5• 7' •10' - - TRAJECTORY IOT-LA 3' 5' 7' •10' - _ _ {PER MFG.S RECOMMfNDATIONS) I 100-LA S' S •10' - H 5 I AINMASTER AUTOMATIC PIG TAIL MODEL 24 PC 1 IRRIGATION PLAN SID. ANGLE 12f - - - 1' Bub. 2 Bub 6• 7' �•�~; :� SPRAY 30� IZTo - - - - - B' .12 e DATA INDUSTRIAL 220P FLOW SENSOR 0� _" TRAJECTORY 12TT - 6' 6' t' •12' :1 I L-4/L �+ B• o' 10' •12• - © HAKOZ. tICKIE4 IOZ I'le PIA�K rAlvE : , .'LY pP�r 418 farr' :kll}�aON AVt; /�"�' ' 120 3• 4' B' .12' - - - ' INDICATE$ SEOUENCS AI": *INSTALL. S'fU t'�10 W #TEI.6f�Fj - — — -Zp-7 . ZI- - - - - - •II 19 � 15 F APPROVED BY: 0EP TY p DATE: WHEN RADIUS OF SPRINKLER MEADS, REQUIRED FOR PROPER COVERAGE, 15 LESS TH M RADIUS 401tI l"_ LOO j9�-MtAiKi5 FM FIM � � t. t9 \ u, = _, CITY ENGINEER� � lw�,. &9>3N71 R.C.E.NO. SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HIM •RAIN N IRD -PCS' tIOiCAT�SG.P.I�, �bN� MOv�M• R&�t>aEy'f w6�1t1� �Z_ PRESSURE COMPENSATING SCREEN FOR FLOW NO RADIUS CONTROL. SELECTSCREE ON CHART — DEiII R APOVE FOR APPROPRIATE RADIUS. � a,�I� �jrjlrJr �� IZ 13 _ nlo�t-I�: �1.rTIKAC:em I ��NP�-t.. t1�k�TALL PCh PkZZLE �aGREL � ES S I".A1.tArno 1. ��IAt) yot-aiA 17 � z� �� AVANT GARDENS C,4 l4.9^9ra MfK AtYY'E e_AAPT'— ND E� F-rr10Q'I Landscape Architecture GATIOr� � � NORTH �►� . �.w.r� !MEET LO MAP NT.�. nl SCALE: 1'-20._0. �,R/ARI� Uplond.Ca,1�,o.91M c L-2- CW FOR IRRIGATION DETAILS REFER TO SHEET L-8 OF 11 CHECKED 71e•+es•sss, ORAIIMON-110• FOR SPECIFICATIONS REFER TO SHEET L-10 A L-11 OF 11 '°`P' oZ 3 -L— • PROJECT SHEET NO. �_ OF z DLSCRIPTION HOOEL PCS-02 PCS-030 PCS-060 PCS-060 PCS-090 PCS-12S PCS-175 GPM 0.2 0.3 0.4 0.6 0.9 1.25 1.75 COLOR Brovn Sllvtr Orange Blatk White Or"% Yellow FLAT SPRAY BF-FLT - - 6" Bub. 2' Sub 3 S' .B' BN-FLT - 3'(1600) 4'-6' 7' •B' _ - • FOR ASSISTANCE WITH CALSENSE BT-FLT 3' 4' S. •B' PRODUCTS. CONTRACTOR SHALL 60-FLT 4'-5' 4'-s' •B' - - - - P.O.C. ENLARGEMENT CONTACT. CALSENSE (619) 03A-0525 1 LOW ANGLE 110l - - ' Wb 3' 4' S. •l0' 1 SPRAY 150 )ON-LA - - s' 7' .10' - - CsE�tERAL- NATES • POTABLE WATER TRAJECTORY LOT-LA 3' S' 7' •10' - - - ♦. CALSENSE 2000 CONTROLLERS AND MOISTURE SENSORS SHALL BE IOQ-LA S' S' •10' - SDE WALK INSTALLED UNDER THE DIRECTION OF THE MANUFACTURER ONLY. ' SID. ANGLE 12F - - - 1' Bub. 2' Bub 6' 7' 1,6WATER METER TM 20 SERVICE LINE P.O.C. POINT OF CONNECTION SPRAY 300 12TQ - - - - - B' +12' I" 1 •-"PRESSURE REGULATOR 2. MOISTURE SENSOR LOCATIONS SHALL BE APPROVED BY THE CITY EXACT LOCATION TO BE TRAJECTORY 12TT - - - 4' 6' B' •)2' i. lyc BACKFLOW PREYENTOR INSPECTOR PER MANUFACTURER'S RECOMMENDATION. DETERMINED IN THE FIELD 12" - - B' B' 10' •12' - ' CALSENSE 2111 AUTOMATIC CONTROLLER 9. CONTRACTOR bHAlt. COORDINATE WITH CITY AND MANUFACTURER 1.12T - - B' 10' •12' - - _ v _ IN MEYERS MEUG -r- 1 Mr$5r eACLA>IJKI�- HIS DATES OF INSTALLATION AND SHALL NOTIFY CITY, LANDSCAPE . CONTRACTOR SHALL GUARANTEE • �,, ARCHITECT AND MANUFACTURER 48 HOURS IN ADVANCE OF HIS WHEN RADIUS OF SPRINKLER HEADS. REQUIRED FOR PROPER COVERAGE, IS LESS THAN all © `{f`� 2 REFER TO *l L-t DETAIL 10 ACTUAL ON-SITE INSTALLATION TIME. 100% HEAD TO HEAD COVERAGE . 1 SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A-PAIN BIRD SFOR CALSENSE FLOWNSENSOR AND . 00 W r '� NyE Ot%- P(fj RF.EFIg/b PRESSURE COWPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON RT is 4. VALVE BOXES SHALL BE INSTALLED IN PLANTER AREAS ONLY ABOVE FOR APPROPRIATE RADIUS. SHUTOFF LOCATIONS NOT INSTALL VALVE BOXES IN TURF AREAS WITHOUT PRIOR FVZe"M15-14Mt7 BY Rot I.IISIRp. G01.I'f1�AL-rOR �J!-{O►L.L 1N1�1ALI• PLb K10Z-ZL.E � �f1aJ 1-I 1 APPROVAL FROM CITY INSPECTOR. .REMOVAL OF IRRIGATION 1• H I' f LOT 3 EOUIPMENT INSTALLED IN ERROR IN TURF AREAS AND RE- - I•IE�tDaj PER /�130YE 41otRT'-'1�D ExLEP'rIDt1'� I INSTALLATION SHALL BE AT CONTRACTOR'S EXPENSIy. I I CONTRACTOR SHALL VERIFY STATIC PRESSURE IN THE FIELD PRIOR TO LOT' 5 LOT 4 vKAIwo" -LOT 2 BEGINNING WORK SYSTEM C TYP ) INSTALL BACKFLOW PREVENTION "` "` """` "` `♦ DEVICE AS PER C.C.W.D. STANDARDS. OCKWALL LL REFER TO , rj WU S `/v /y 014 `fr s/4 I'. 'all I an I 1yz , I �il 1` im ����s�__�_ r --_ f e �. CITY SIDE WALK ti �� 1. ,� / 1 1/� 3 s - -- �- ''_ '•�.r• /Z ,1 i2 LOT 1 O 77 - - - - fill lZ 3 4 I f I l I I/ 3� 3/ g/ / ' - 4T - _ - �/ • - 1 Z 1/2 / 3/ 3/� 7� j/� u , I I o ' /% a i I _ - - _ I , a V I" Px� SIG /z it �w 4 2 � t 4 4 f t iz / I t _ _ '�/ 3 i 0 EI-�CT SLEEVE � �� �� yy z � _% � � FOR THIS AREA SEE P.O-C: II II; Igo.(0,10 r.C. 7 �L ,� - - _ _ � � 0� 6 ENLARGEMENT ABOVE I. �I� I} 4z � 3q 3�f � I - I" 1„ -� •• EiJDD�Tt�1G7 WALL. G / 1% ���, yam _� ,t II, 3�f /� 3�f /" " �� - _ /yL l y �, yz ��wm coXtomow STRIP It ml 11 II Ili � �, !� � � � - 7 `� I� 3/f ,• �z ��• - ---- ------ - - -- - 11 -III WILSON � 8 'T 3� - ► - �- I �' , 11 Ili �� li 43 I 40 4 y� -O► �r III 2" z 11 10 Pf1.15-V/'. 'fit P t� I 2 I• 1iL 1 '' ' N 6'X6' CO . MOW.STRIP - - - - _ _ y 3/ s, 13 ' COMMUNITY EMESTRIAN TRAIL _ _ , m W / `!y ��` i2 3�9 3/4 3/tiE t'' t• ,�• ;t'� �„ I• 1" 3/¢ 3/ 3 � -01• - r- r /" � " , I, !� _ _ I 1sf 2 �i I PTC FENCE REFER TO SHEET L-9 DETAIL i W , •ILOC WALL REFER T - " } I� I -- 1 1 4s /� it O aRC�H• p _ 4 ►,� I-- 6X6 CONC. MOW STP01,00 .1► G ~ yL /y 11.1 1 _ 1 1+ � 3/f , toll� LU w L,OT 15 - 0t PRESSUNE CALCULATIUNS RLI ' LOT19� LOT t0 I 12 34 14 4s -3j/1 000 Z J _ IRRIGATION W GATT OH LE G ENQ � STATIC PRESSURE HIGH 14S � LOW-12t- Lo•{- 21 -z , ��zy=; , _ ELEVATION 69.15114.53- _ C.1 SOURCE OF WFORMATION C9- .W.D.[CARL-0- / t / y' YM PM KT ACTUR R DATE FORMATION OBTAINED 2*1'81NUMBER 987-2591 _ 7 GXL MOW >fRIP S sF l ss Z I END Or- WALL 0 RAJ BIFID i it 2 S SAM IFLT�I SNFiUe 30 10 .79 1 y OFLT-0 39 10 .39 PRESSURE CALCULATIONS WATER METER_ SIZE_ 12A 30 12 1.3 1 ELEVATION i_i y ID-- -6- .;r •;;~:;:w ;+;+;:=: ::;: - -- - 4 t' :r 0 12-T 30 12 .47 7 REMOTE CONTROL VALVE__ SIZE 1 112' • ' :I L-+/L•fj STATIC PRESSURE HIGH L01- 121 ••• '; 0 1r0 12 .i• 7 ELEVATION19,1St14.i3 - YAxMAUYDEYAt��_GPM Z Z/�''' W ILL i .. All .•: ::•, SOURCE OF INFORMATION C:C.1-.D.[CARLOSI ELEVATION 15.27 I D 15 EST 30 i .61 T 907-2S!1 PRESSURE O R.C.Y.15.187 PSI PHONE NUMBER 1 1 ❑ 1 S tet' 1.21 T DATE INFORMATION OBTAINED 2.1.8! , �' 19 <z I w LOT 22 3 n OUICK COUPLER 3s DIAC • ] Z•E WATER METER P�-LOSS = � Irr _ _- PAE1�URt`CALCULATIONS WATER YETER�_ SAE_ " PRESS.REG- IZ 13 = 17 16 Z3 1 • REMOTE CONTROL VALVE E�, LP - PP�S-� Z�s r�vrED • _ ELEVATION i1.ij 1 11 R.P. BA�CKFLOMIDEYICE 1.S - - BACKFLOW PAEVENTEA FESCO 92SY-OV R.P. 1%22 3 REMOTE CONTROL VALVE_ SUE 1 112' 2 LATE VALVE -138 '�` *• WiIKJNS PRESSURE REGULATOR 500SERIEt fit' STATIC PRESSURE HIGH 145 LOW- 128 yl �DEMAI� CPY 1 11 MASTER VALVE 51.2 LOGATIO�I MAP NT��. �` ELEVATION 6!.15184.53 -H. 2 Ap MAIN LINE 8.1 INSTALL AS PER MANUFACTURER SPECIFICA @ IDE SOURCE OF INFORMATION C.C.W D-[CARLOM ELEVATION 11.24 1 112' REMOTE CONTROL VALVE 3.4 PHONE NUMBER li7-2S!1 PRESSURE 0 R.C.V. -PSI " _ 112' LATERAL LINE .12 [M] WATER METER -BY DE.'�1-LoP�-2 ,►.,�/z ' SERVICE RIME CALSENSE AUTOMATIC CONTROLLEA CALSENSE 2000 IN DATE INFORMATION OBTAINED 1 ! � Q� � LATERAL LINE .164 © &S WATER METER SIZE _ WATER METER 2.7-i LOSS LATERAL LINE t i 1 MEYER$ MEUG IML ' 15Nr-�-Os IKE 16 !nATIoNs �- _ FITTINGS(11N) .4! 1 LOT 16 ELEVATION .63 �_ PRESS.REs. � - N19C0T-tt3GRTE VALVE UNE SIZE 2 111r R.P. BACKFLOW DEVICE 8-5 �(r ELEVATIONCHANGE -1-455 (SUBTRACT FROM LOSS) REMOTE CONTROL VALVE �1rr CATE VA�LVE(4) .128 bWN UNE-SCM 40 1%z1 -4.r AL afR- GLA65 315 2!1 �-IJ�LRE,I� f MAxIMUM DEMAND _CPM WE 1 112' lkr MASTER VALVE .2 PRESSURE TOTAL HEAD LOSSES 54.386 LATERAL UNE SCH 40 PVC SIZES NOTED ` ELEVATION 87.11 �11Y MAIN LINE 4-318 TOTAL PRESSURE REGUIRED X4.386 111x. REMOTE:CONTROt VALVE 3-7 PRESSURE 0 R.C.Y.99.63 PSI STATIC PRESSURE AVAILABLE 1,31-09 CALSENSE 1000 S MOISTURE SENSORS I rW4*QC.I 10N5 - LATERAL LINE 6-12 REG- PRESSURE AVAILABLE(PRE-SET) 192 DESCR�'TION OF REVISION DATE (PER MFG.S RECOMM I!NDATIONS► • SIZE � P.S.I. LOSS I- LATERAL LINE S 714 RESIDUAL WATER PRESSURE 17-614 P LA-ERALLINE 5.511 CITY OF RANCHO CUCAMONGA � AAINMASTEA AUTOMATIC PIG TALI MODEL 24 PC 2' WATERMt:TER �- 1 1M' LATERAL LINE .511 ti�c� ��'���' �'�' �'P� • 2' PRESS.REG. do y 8 DATA INDUSTRIAL MP FLOW SENSOR 1iz11 1 192' R.P. BACKFLOWDEVICE 8.S HTTIN6S(if� WAT ERRVG SCHEDULE M 2 112' GATE VALVE(-] .114 . ELEVATION CHANGE -1.83 [SVBTRACT FROItf 1035] 31NCHES PER WEEK � ® NARDIr: SERIEO Ion Liz 1'IAR rALv�:NoRMY QPLN 418 1 112j' MASTER VALVE - TOTAL SYSTEM LOSSES _325 (i DAYS PER WEEK_ ,tRACT 1330 . 2 112 MAINZ LINE 3.14 PRESSURE REQUIRED �HEAD � 31 MON-SAT. ! PM TO S AM) INDICATES SEOVENCB Wo?g: WeAALL �ue-emf jT6LrLmb4* 1 112' REMOTE CONTROL VALVE 4 TOTAL PRESSURE REQUIRED i3.32S 112' LATERAL LINE � VALVE TIME ON TIME OFF t ��- tNTb �I�iE Flltrttr� 314' LATERAL LINE .I rites STATIC PRESSURE AVAILABLE 38.08 qj OFCµ, R� IRRIGATION PLAN NDICATES G.P.irL PWFb�IG. MovEM . Rt+oatt•1f�iTG6F(T1 LE_ 1' LATERAL LINE 5.58 REG- PRESSURE AVAILABLE(PRE-SET) 822 1 9:80 PM !:IS PM - �O��5 / O"WA&Z FPS` 1 114' ' LATERAL LINE .962 RESIDUAL WATER PRESSURE 1_75 2 9:16 PM 9:33 PY INMATES SIZE iW AL A."ivPl.(III 490-otzM r LATERAL LINE .174 3 2:34 PM 2:49 PM FITTINGS(10X) .43 4 9:50 PM 10:07 PM DATE: -, o _1.52, ELEVATION CHANGE -moi_ (SUBTRACT FROM LOSS) S 18:08 PM 10:23 PM DYED BY: DEPT( /� . CITY ENGINEER 6 10:24 PM 18:39 PM _ TOTAL SYSTEM LOSSES .924 7 18:41 PM 11:57 PM DES1�C61 R ED rOK I W�I&iA-11014 DeVA L.s f EW6R -00 {E�'f"L-8 OF 11 POESSUREREQUIRtG HEAD 1 10:58 PM 11:15 PM AF�� AVANT GARDENS TOTAL PRESSURE REQURED 2 11:16 PM 11:31 PM landscape Architecture l STATIC PRESSURE AVAILABLE �� 11 1.1:32 PM 11:47 PM DRAWN SHEET 1 ��� 5l �I�IC�T"I � ER'r0 �N�ETS L,�10 L- REG, PRESSURE AVAILABLE[PRE-SET] 162 It 11:48 PM 12:05 AM NORTH K�,/ARb ,,,,W. ,,.,,� s,. c L-3 1! RESIDUAL WATER PRESSURE 17.00.1 + 12 12:00 AM 12:23 AM SCALE: 1•-20*-0• UPI-+d. C011torru,91?06 13 12:24 AM 12:39 AM g1ECKED 714."S-sss i 14 12:40 AM 12:57 AM AP$ PROJECT SHEET NO. OF ?.� /t ' • At 4L ' p r Af 24 1 i LL '415 Tf- �1 A� 15'-0" Uj OLSCRIPTION MODEL PCS-02 PCS-030 KS440 PCS-060 PCS-090 KS-125 KS-175 W W GPM 0.2 0.3 0.e 0.6 0.9 1.2S 1 .75 W COLOR Brown Silver Orange Black White Green Yellow = ft FLAT SPRAY BF-FLT - - 6` Bub. 2' Bub 3' S' .B' WILSON AYEHUE 611-FLT - 3'(1600) 4'-6' 7' •6' _ - Q - - - - - - — — 6T-FLT 3 4' 5' .8' - - - 1~'_ BQ-FLT a'-S' a'-S' .B' - - _ _ c LOW ANGLE lOF-LA - - 1' Bub 3' 6' S' •10' U. W SPRAY 150 IOM-LA - - S. 7' .10' - - W TRAJECTORY 10T-LA 3' S' 7' .10' - - 1 OQ-LA S' S. •10' - S10. ANGLE 12F - - - 1• Bub. 2' Bub 6' 7' PTC FENCE REfER TO afEET L-9 DETAM. 1 I SPRAY 300 12TQ - - - - - 6' •12' TRAJECTORY 12TY - - - 4- 6' B' •12' 12M - - 6' 6' 10' .12' - Vego • • • • • • • • • • • • • • • • • lZT - - 6' 10' .12' - _ 120 3' t' B' :12' COMuItMTY E'dUESlI#Atl TRAit WHEN RADIUS OF SPRINKLER HEADS. REQUIRED FOR PROPER COVERAGE. IS LESS TIM RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER MEAD WITH A• MIN BIRO 'KS• PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON CHART 6'X6- CONC. now STRIP I A"E FOR APPROPRIATE RADIUS. ISM: CM-17T�-VIIK A5*01,LL tAl��rN�L Pr/� PbZZL� xREENIh ol►l NEAPS AEiOYE G+-IO+RT IJO EXGETflotiJ� IRRIGATION LEGEND YmBa EMMENTAMBEIR V RAI -BM 1812 S SAM IFLT- 4 SH.AUO HfV 36 1• .79 7 IV I eFLT-0 30 10 .30 • e 12.14 30 1 121 1.3 7 0 12-T 30 12 .47 7 • 12.0 1 30 12 .66 7 O is EST 30 4XI .E1 1 ❑ Is tor 30 1.21 7 F011 ASSISTANCE W11 CALSENSE WATIPM 200ME 0 OU" COUPLER 33 DLAC s PRODUCTS. CONTRACTOR SHALL 3 0"Es PER WEEK CONTACTCALSENSE (619) 43&4M 16 DAYS PER WEEK. REMOTE CONTROL VALVE Erb-L P - ��5 ZE= OCTUD 4 YON—SAT. ! PM TO S MMI BACKFLOW PAEVENTEA FEBCO e2SY BV R.P. I iz' I . POTASLEWATFA TALYE TIME ON THE Off H WIUUNS PRESSURE REGULATOR 500SERIES INSTALL AS PER MANUFACTURER SPECIFICATI @ 10; PSI P.O.C. POINT OF CONNECTION 1 !:M PMH, 9:1S PM EXACT LOCATION TO BE 2 9:18 PM 9:33 PM * ,� 0 WATER METER –6Y MVELO"-rW;e- SERVICE LINE — p ERMINED IN THE FIELD 3 9:34 FM !:49 PM o - © CALSENSE AUTOMATIC CONTROLLCALSENSEER ISENSF 2000 IM 4 9:S1 PM 11:17 PMI MEYEAS MEUG- lHzolo 5W-i-,P6URE I h 5TAT-10N5 • CONS 10:09 PM 11:23 PMI SHALL GUARANTEE 1 11:24 PM 11:31 PM N1-C-OT-112 GATE VALVE UNE SIZE : 100% HEAD TO HEAD COVERAGE 7 11:49 PM 11:67 PM – – MAIN UNE-SCH 40 I Viz' i - cl.�s 315 z" t L� f wrrN Lk,E cF 1� �fitEAlS At, ! 11:18 FM M 11:IS PM MI 11:31 PM 8 RE.H!.OMM ErIDE.D 1'�f P+0►IT� 61817. 11 11:32 PM 11:47 PM LATERAL UNE SCN 40 PVC SIZES NOTED f . RpR �iEt,IRE tN.t•1.I1.ATIH 11 11:41 PM 12:15 AY 9 S 4 I Z L-3o 12 12:09 AN 12:23 AN W r4!':!-!' CALSENSE 1000 S MOISTURE SENSORS 1 PFFA49C�k*JS PL.i1�,E REFEK�S+IEET' F 1� 13 12:24 AY 12:3!MI � '10 � (PER MFG.S AECOMI1.tENDATIONs) 0 SHALL VERIFY STATIC 14 12:41 AM 1217 AM • HAINMASTER AUTOMATIC PIG TAIL MODEL 24 PC L-Z�L-� W 116J•Orl ^v� �/�-� DESORPTION OF REVISION DATE: 0 PRESSURE IN THE FIELD PRIOR TO 1 ••:;: 8 DATA INDUSTRIAL 220P FLOW SENSOR I iz" 0 BEGINNING WORK _ ® HA R p1 5 E R I E1!; 102 I Xtm f'1A R YAwE ,.>o R,,1,*,1,,,Y u te r, 4,6 . NISTALL BACKFLOW PREVENTION �, „ <l ~ CITY OF RANCHO C U C A M O N G A INDICATES SFGUENC6 NaM.. II�I�fA�L k_ 9M' -Ogl- JTVAAM F DEVICE AS PER C.C.Mr.D. STANDARDS. = IZ 13 -m NDICATES G.P.Mt 44OLa I mTh Et�Ir t•OSLIP�G mom f:u uxf 17 ?NoN E A,oG.'5 hAf,IS(A►IG9_ FCPC LOCATIO4 MAP . NTS,. TRACT �3 Q. II+DiCATES SIZE IW3vall..t.-nc4, IRRIGATION PLAN APPROVED BY: DEPLITY DATE: - /I-9-fo ;. CITY ENGINEER �,. iCtsF3/47JR.C.E.NO.314-79 DE916N R El4ED IAKD AVANT GARDENS . Landscape Architecture NORTH DRAIIN !HEFT KE: 1•"t0!�� DSP . 9114 W.Fooe1+IN 9W.•sfe.c L-4 Of 11 MK l IgA14A'T10 N vM LS Kg M R 1Z) m45-Orr S O F 714.9BI CHECKED 18 S•SSS I DRCaliforniania 91796 A1I161P NO. FOR SPECIFICATIONS REFER TO SHEET L-18 & L-11 OF 11 PROJECT SHEET NO. 1-7OF Z.0 A NOTE. 1 . LOCATE MfaC 6" VP0M W►.;KS. CURBS, 4ARD;CAPI%G, MOW STRIP, HEADER BOARD, AND ---HARDSCAPING MEYERS : 1 EDGE OF laww. MEUG-I M 1W ENCLOSURE 1 toulnat to Bt "MtASLtB At A MtMIM1P OI 14- to" On, Swfotl M NAROSCAPiRK. 2. LOCATE HEAD 12" FROM ALL STRUCTURES. ELECTRIC METER 2. ALL ypK Gook" ASSI»t+ SMALL VICE IV( (I) GUMS M KO "two of (1) COAT 3. USE TEFLON TAPE On ALL MALE THREADS. J COLOR CODED MAP FOR VALVE 1111111101 (KARL • COLON AS u►tCttO It LOOSCAPt OCMIT(CY. �• . . V� 0� r - - - LOCATION INSIDE (PER. SPEC'S. ) I. Ra(■ ,/I1 IS I IT TV A STRUC1NIt (14. Wt. BYILOIRIG. (tC.) "WT TEST COCKS on • CN3tMi>: zcoo COIt?1lotu.�lt •u M .or.stAKt�eI sIBI. - WALL MOUNT CONTROLLER - MOUNT ONTROLLER -MOUNT WITHIN ENCLOSURE. LINE SIZtD BRASS �'-- -• -• .- - -- ; p; UP TURF ROTOR 120 VOLT WIRE IN RIGID STEEL GATE VALVE MASS IIPPLE - TYPICAL N1 PIACEf CONDUIT (PER LOCAL CODE) ' 1" IN SOD \ ON-OFF SWITCH AND 110 VOLT MASS W ELL - TYPICAL (t) "IIS 1" IN SEED FINISH GRADE EXTERIOR OUTLET TO BE PROVIDED by O ►• r CONTRACTOR. = LLEAN BACKFILL - SEE SPECS. FOR I I LOCK NUT .---••- MASSt11PR[ • = MATERIAL, 90% COMPACTION REQUIRED C"ON WIRE/CONTROL WIRES IN 3" MASS Wt STRAIKII Wt?" 40 KsM a = ' FINISH I I IIIc il; uiii� • N GRADE L SCH. 80 PVC CONDUIT BRASS UNtO �(L SCettM Illiil !: ' Ilillll 8 1' X 3' X 4" CONCRETE FOOTING `^TMiCR . It NtOt CO>rCAITE PAO i` SAND MIN. I INSTALL A MINIMUM OF 3" ABOVE = 1 sio►tT VAAIIS ArAM►WLIFA CURER) L GRADE AND SLOPE TOP TO DRAIN ON,: NON-PRESSURE LATERAL LINE SLEEVE 1 m �. ''_ � ATA MINIMUM OF 2Z I � 11AYEA SOi1Ct Fir ISM am f _- r SIZE ZERTWICE DIAMETER OF NON-PRESSURE a 1111;,= II L- I� 11 I I � IIIA _ _ • OF 12 DIRECT BURIAL WIRING TO CONTROL WIRE SLEEVE SIZE PER PLAN VALVES: BUNDLE AND TAPE EVERY Iib N INSTALL ADJACENT TO PRESSURE SUPPLY6., 15 FT. O.C. INSTALL WITHIN MAINVol LINE LINE TRENCH. i ' n MASS •iPRt - TYPICAL MARLEX 90 4SCM 80 DVC NIPPLE VIIImillill Hill 1H - REFER TO DETAIL NO. (1) LLAC(S Co■CaTt (MINIMUM 4" LONG) - - to: co+ACTto>t trait soca • TYPICAL, SCH 80 PV ° PRESSURE SUPPLY LINE SLEEVE - SIZE NOTES: atoicR[• (2) RACts TYPICAL (2) 1. SCH 40 PVC TxT 90 ELL TWICE DIAMETER OF PRESSURE SUPPLY I . INSTALL CONTROLLER PER MFC. PRINTED INSTRUCTIONS AND PER LOCAL CODES L SCM Raf 40 "C t I&L"ORS ' 6" TYPICAL LINE LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCT104 !� TYPICAL (1) PLActs FINISH: 2 COATS SEMI•CLOSS ENAMEL COLOR PfitAtiTr r ^ ap p LR f0 MTtls NOTE: 2. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. v 3. NO SPLICES SHALL I.E MADE BETWEEN CONTROLLER AND REMOTE CONTROL. VALVE. Ra"� / 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL 1. ALL SLEEVES TO BE SCH 40 PVC. BRIIst 9r (u . t"tut VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. (2) PLms .�\ 2. EXTEND ALL SLEEVES 12 BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY • SEE IRRIGATION PLAN FOR ANTI-DRAIN VALVE AS REQUIRED CORRECT VALVE SEQUENCE. ' MARLEX 90° STREET ELL 5. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV - FOR FUTURE USE. NON-PRESSURE LATERAL LINE a FITTING �... � I iJ '>"U r' EV K17rOF -POP UP (o G 3 . %,uromopne, co�rP)oLL-rK 0 mrY&P)S roc.. L5�KrLoI RAIN R CAP - SUPPLY ONE KEY C933 DIRCWITO YELLOW COO(- VAI,T( 801 1 C.I. COVER RUBBER --� STRUCTURE OR C-110055FW1TH VALVE No. � -- -- -� I FILL- Llx�knoH Oeve AUTO- V�6%6011 IN SNRUb MZAS. 16 NOT MIkRDKMF"iIHE I"f6^ PER 12 QCV'S INCLUDING NOSE I HARDSCAPINC 'CiAIST7*r-L.9 101 IFL9 LIO DTIC- tio^t>'F�l�1�ER S► ' pE -t SWIVELS. M10140\60 BY OWHERS/AUT}j� Iaftl'b THE 06190 J51 VL4rT OPTHE S+IN.L j55U�'Ic fINISM GRADE - INSTALL IN - RCI;ND GO G. VALVE BOX b COVER �' KE6M:)96 OI�Y"� PLANTER BED ONLY I TO SPRINECL(R • ANGLE I1►E T1 MARKED "I RR•I GAT I ON GATE" RILED REPt ✓FN•fNIvE ' 1KFkI6/•TI0f4 GOrtfl%*6TOFL-10 t�.1 61015 HfZto!!.AKY, 1B' Maximum SPECIFIED K"N WITH 4S' (ILLS "CHRISTY" FL8 BOX b FLBD LID (OR EQUAL) "I LJ AKIZIr H I MSELF WPM Na• - -- - -- - - -- --� 2.1'1'O V/A•&. FLe4 ?IL- -F791t 6Ki�E G(Ft`EKEF 66,I,GL'�110N N,l,srKltJKt K EGUIPMf.T'R W -- - xN �0 M MALE AOA►TON 1" ►v AWN AREAS 3" IN PLANT BEDS FINISH GRADE So U RGB/kT LOt�T(ko� L.O• o r-IN/ub, "N06 I NG w^,L*, M EKWI66 P"LCV 0i -SpFtI F- I = I= - M so 10 PVC UN ION Ot`l SHIPU. BE Pr�v1 6rKzT'l.IREt, /INV LML trIE6. bYorHE�S.TNE IRt�l;�T1oIJ "EHE IRNW'41oN�1 Gor•fitF►,wTo►'� itv �ll�ll, aE INsr /'�t�K _ II _ IRASS RI/PlE cogTI 10K 6W-LL P�(l'�'�E SNN�t. FzEI°1-,KBE oK �Iri/'LL Mau TLIIRI:iZs I�,LOMMFN- - - - tN�?IOt�I'S/�Fd b�PFaU I -� �'� I -- STAINLESS STEEL "ib11►�T1lE* CONNECTORS ILII � � ij1ljl -fHe, FINN,wIs NEGTIoy r" ITEM& Ck1/AGEa� i 6 VVOfzK. BRASS NIPPLE SCREW CLAMP 1 IN LAWN AREAS � iii VIII '(1'6 EI.I'.CTFjI/1/1• 601.1 RSG Tt� H6 tl4tl • WOPnN V!V HL�5W14K ,tZEFEF TD 61°LCIFI�/�T1gJs Fvr� ELECTRIC CENNT1% VALVE BRASS 90° ELL MINIMUM (3) PLACES 3' IN PLANT If OS 601st L4,0✓K. WITH OrHEt'k �qCS BRASS 90 STREET ELL -II I I III "Me I,a/'�NOi1 My iNs'rfLl� �nrn�l'�' t N�b IN ` F' BRASS NIPPLE - 6" LONG FINISH GRADE 'flQH . f 04 REBAR STAKE z -jl II .3. Nk �INi41L,E,� Het,05 W-41 OE rI0H C* r1r �F.VES /4 v �J BRASS 90 STREET ELL (24" LONG) � II %-r PEKPErll7 Lc4 Lv k V h N u* v-r6 t� ?HIQa.JC•#I ►MHOS, 1 - Gp4�DE UHL,6" oT�EitW15t: uNDEr, &0/t w^N0/ANn F�,%4106, 10. �'�' �h:'' '-!�'J� :I - 00 CiF16n• ere, �>%t2 �� --►-�, A- _ = IIS I PiG TAiL EXPANSION b��✓1'c� I'� T--� �- ;�✓ a ' = 1001 (MIN. 21. 104+6) I� IRASS ANGLE 6101( 1II I i I BRASS GATE VALVE 4F' INcKIG�TIDN GON'TEx,�"GfiJ1'L 120Na'f WiU-FUU.Y INetN� WITH BRONZE HANDWHEEL mak.. ./r�r.� r �!"' ( • %,V, PLAASH AA0^ajL(6r/ ok, 6t i�NN.4'K 6Y6TP,H 1%66HGW9aJ J� � e� ��- �.� <_�.-: ,� I � VALVE W/UNI011 IfIII,10KItK H�/kH0Y/1.V� 1')IE DWkWIrJb6 WHEN IT,19of9• - I AOR C*-n mum 60,'4 �loC WI?}-• VIOU 6 IN THE; F I�?F'K UN- _ _ �-FLOW M n M/K. 4vE96 PN`Y ON To ";0" OWKUC1 IOt^15 GIENrtI� 'f i,i-� 11lASS NIPPLE wNAQ5, o•rRwtll WNIIfs,eTc PffVi-NG66 OF- P ffegNGEs ouotirTO I i�pK��NT/�T1Ys; �� r r �'•. ��- , 3140 L I I C /4 WASHED CRUSHED �IIII ° oIh ?HE / +k 0IMfN6101145 r% 6T z o a. •J Cb 0 3/4AGGREGATE roC �� 13U _i, " WASHED CR USHEDT ca, ' w AJAGGREGATE BASEo ApJs V^WES P:4, N 11N- SaRE7 IN 1HE 6N fE( �6 • PRESSURE SUPPLY F / SCH 10 PVC NIPPLE o1H ?,AVEP/� � 6P6R QIO46CtF�FK � Grr0ON t, D b . E NGCINTI ILI(,_AA4 rIOPp IN =41 trTlc4 of TMe owNEr6 - PRESSURE SUPPLY LINE O--CONTWOL a COMMWIRES w,,r9 VE P2. Fo✓1�•TM E GGN- 2EC 6 FW.l, Locfol; 4-� NTNs TTY ' NOf I FI C,I T Oft 1 SCH 40 PVC MALE ADAPTORS w n Qu IGK w UPI "`FiP1 SCH 40 PMC SsSxT TEE 01 PRESSURE SUPKY LiNE 1. INSTALL CONTROL VALVES A NiNINUN Of Ir FROM STRUCTURES OR NAMCAPING. !VOTE: 2. INSTALL VALVES 1N PLANT KOS WKREVER POSSIILE KEIT TO SIDEWALV3. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. ). "1 VALVE 101 AT A(GMT ANGLES TO STRUCTURES OR NAROSCAPING. 1/2' ABOVE FINISH GRADE 4. ILACE Ai111EGAT( "ION TO INSTALLATION Of VALVE 101. HI-POP SHRUB HEAD S. ATTACN •CNRISTT• VALVE IDENTIFICATION TAG WITH AP"MIATI< CONTMLtR AMO FINISH GRADE VALVE OLMN TO CONTROL WLR(. _ - i = - RE11a 'l cot z WIRE VALVES = - - - 1 COMMON - CLEAN BACKFILL - SEE SPECS. FOR MATERIAL. 90% COiIPACTION REQUIRED LINE LATERAL CONTROL L _ WIRES - MARLEX 900 STREET to ' ELL I NON-PRESSURE LATERAL LINE: Sal. 40 CALSENSE , - - SNAKE PIPE IN TRENCH DESCRIPTION OF REVISION DATE zl CITY OF RANCHO CUCAMONGA - WATER FLOW IN << _ UIQ PRESSURE SUPPLY LINE: SCH. 40/CL.315 i SCH 40 PVC 90• STREET Ell SNAKE PIPE IN TRENCH i - I i - ► . n �. -_ _ l TRACT 13930 0 o M I �� IiII► i __ -- MARLEX 900 STREET Ell PROVIDE 2" OF CLEAN BACKFILL ' f ` MASTER FLOW BACK-FLOW- PRESSURE WATER SCM Bo PVC N;PPLE - TYPICAL (2) PLACES _ � �s IRRIGATION DETAILS VALVE SENSOR PREVENTER REDUCING METER - �- ANTI-DRAIN VALVE at aEQuIREO 12' TYPICAL CONTROL WIRES - BUNDLE AND TAPE N VALVE NOTE: NOTE: TO PRESSURE AND PPLYSTALL L NE APPROVED 8Y:ADJACENT �,;, ., _ MakT Irk✓USiFiA:- F-lCC-D 825-7 WII,�SE.NS 2►I 1. LOCATE HEAD 2' FROM WALKS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, ANO � CITYENGINEER DATE: �� R.C.E.NO.S1471 EvF�P. $0o EDGE OF LAWN. 1 . PIGTAIL AND LOOP CONTROL WIRE AT 900 CHANGES IN DIRECTION. �fqt U&I. fit REC ED �zt I �ZNt 211 2. LOCATE STREAM SPRAYS 6" FROM ALL STRUCTURES, AND SPRAY HEADS l2" FROM ALL of_C�1 DESIGN AVANT GARDENS . STRUCTURES IN SHRUB AREAS BUT 6" FROM ALL STRUCTURES IN GROUND COVER AREAS. - landscape Architecture -- 3. USE TEFLON TARE ON ALL MANE THREADS. V MAMMr . "4 W.Foothill slvd..Ste.C SHE ET IZ.I SHRUB NAD � POP UP Upland,California 91786 L-e Of -- -- 10 8 CHECKED 714 985 5551 Dt+iA!1'PiiNIC N0. PR (9JEC F c5HELT Alo. 23 of 2-4 city of rancho cucarnongs STAWDARD DRAWING PVC PWC& POST C" EVERY POST ' S"xS" PVC POST ' - it •!u S"WALK 2"x$'* PVC RAIL ., O NOTES: oo- • t 'r.' ' •I . EVERY TRIRD PVC POST AND ALL PVCown* •o-' .: 0 ' COSTS�g��LOCATED AT CHANGES OF DIRECTION • ARE REQUIRED TO OE FILLED WITHCONa - n _ �v I. CAP ALL POST i ENDS OF EXPOSED do AILS. t • 3. ALL MEMBERS SMALL BE PVC FENCE t, s,�,,A" ��*�,�� o AVAILBLE FROM JjgNTRy ESTATE FENCE '- " 6'X6" CONC. w STRIP ,M , s�• OR APPROVED ALTERNATIVE. d 0 O.C. r Q • on" A+»OACN !CURB • y'� •, RAIL ;PL E RIENTED ` FINS GRAD V 's' ;' s' y S x 5 PVC POST ,,,,R �d �o• 4" MINIMUM 2"x6" PVC RAIL sTauc�. • �� •'�•e !,'�. �`-- CONC. FOOTING !. EVERY POST MOUNTING BRACKET M • •• ,. PiAtY Z••• I; irc Srr,r-- I c � . 12" pvc d7f9WT' RSI U rVC /.::*�rr RAIL. NCE - Fl.-A0 ,ET• bAC�w)ev CITY'-rt?, &0i - VAILft NOTE. I. .STAKE TREE PERPENDICULAR TO PREVAILING WIND. 1 NOTE: 2. PLACE CONTAINER �E PRIOR TO PLANTINGA- TABS IN FOR 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER 01SERVATION PURPOSES. FROM HOSE. DO NOT CRACK ROOT BALL. STAKING PLM' 3 ' 6 ' 6 ' 3 ' S 2 PLACE ""GROW-PMR" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION TOP Of STAKES • : 3 E MAIN TRUNX 4 • • (2) CINCH TIES SPACED 24" APART FOR 6 CITY STREET TREES OR V I EW • 3 S 12" MAX 1 TO (a') LODGE POLESPLAN _ 6 2 2" DIA. LO06E POLE PINE STAKES B' LONG dITH WOOD PRESERVATIVE STAIN, STAKE A MiNINUN OF 12" INTO UMOISTURBED APPROVED TREE STAKES • SOIL ANO ALIGN STAKES OUTSIDE ROOT BALL. (2) PER SPECIFICATIONS ELEVATION AABOR cum iH TVRf ARM AN FRONT YARDS. 6" DIA. PVC PERFORATED PIPE - FILL MIT% Y' xREI TO FORM DEPRESSED 1/2' WASHED CRUSHED AGGREGATE BASE FULL WATERING BASIN LENGTH OF PIPE (LOCATE 18" FROM TRUNK) LEGEND: 1. WALL. ` 2. FINISH GRADE. _ 3. EYEBOLTS: SECURE VINE TO WALL WITH S/S" DIA. EYEBOLTS 4 IN LEAD SHIELDS. "GROW-POWER" PLANT TABS PER DEEP NOT OR EQUAL CONTROL PLANTER 4. 12 GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN' S MANUFACTURER'S RECOMENDATIO14S ;t 222-29-I EQUAL REQUIRED OR APIPSOVES. EYEBOLTS FOR FUTURE USE. _ BACKFILL MIX PER SPECIFICATIONS _ •GROW•P01rER" PLANT TABS PER � MAMUFACTURER'S RECOMENOATIONS 6. 8" x 6" CONCRETE VINE COLLARS IN TURF AREAS):ONLY. INSIDE I CONTAINER PLANT ROOT BALL R RADIUS OF COLLAR TO BE TWO TIMES THE DIAMETER OF ROOTBALL I,I I I BACKFILL MIX PER SPECIFICATIONS PLANT PIT TO 8E (2) TIMES THE II " MIAIMUM. WIDTH OF THE ROOT BALL i 12" h i NATIVE SOIL BELOW THE BOTTOM OF THE ROOT BALL LICE ROOT BALL OIAMETE� _ KANT .PIT TO It (2) TIES THE MOTH OF THE NOT BALL 4 12" NATIVE SOIL . BELOW THE BOTTOM OF THE SOOT i BALL U I�F, 114 � �1-�. T' D i T��E PL,A r-J-n \ . W/ R 00*r C,00TROL c rry tn? 4006-k) TYPICAL SECTION 7 � � PLAN VIEW (REAR-ON) Lor I WALL PLANTER AREA 20' DEDICATION F CONCRETE want STRIP TRAIL DESCRFnON OF REVISION DATE in ECORATIVE BLOCK WALL(PMVATV CONCRETE Ir10WSTRIPPVC FENCE -h CITY OF RANCHO C U C A M O N G A Ir T "FE C DECOMPOSED GRANITE STREEFENCE ARKWAY •,:. .....:..,:.: .:. •.{'J:•IIJL�•• :•a'J:•♦ � � � TRACT 1353 /��/��/� 1. THE PLANTED AREAS, ADJACENT TO TETE BLOCK WALL, SHALL HE PLAN M AND 3' I PARI(WAY IRRIGATED WITH MATERIALS APPROVED BY THE CITY. EOl -40 PLANTING DETAILS PUNTER AREA CURB AMC GUTTER 2. gl keW TREES SHALL BE SPACED ACCORDING 'IO STREET TREE SPACING R$lUIREMENTS �► AND STANDARD PLAN. (401 • &021 AA 3. NO TOXIC PLANT'S ARE PERMITTED. � . - .. - « � APPROVED BY: DEPUTY DATE: - o 4. -TRAIL SURFACE IS COMPOSED OF 4 DECOMPOSED GRANITE, GRADE SMOOTH '!O CITY ENGINEER � •� �_ �� 3147V R.C.E.No. 90 PERCENT COMPACTION. 1. ALL SHRUBS/GROUIIO CMA TO BE PLANTED (TRIANGULAR) AT EQW SPACING UNLESS 5. PVC FENCE STANDARD DRAWING 81010. OTHERWISE INDICATED ON ►CANS: SEE LEGEND FOR SPACING REQUIREMENTS. DEEM R ED 6. PLAN VIEW TYPICAL OF REAR-ON, SEE SHEET B FOR FFUNT-ON AND SIZE-()N. A 11 AVANT GARDENS Landscape Architecture rr /� ,I DRAWN MEET TRAIL, D SAI y G�T Q A'/1 U 1 D ��v�i �pi�i W.Po lifor•Ns•lse.c'` Cry OF 11 8 Up�N+d, C11,fomia!17•i CHECKED 714.9@S•SSS1 DRAWM NO_ 1lj(a 3- L PROJECT SHEET NO. OF i SECTION 10 IRRIGATION SECTION 1C PLANTING PART 1 - GENERAL , PART 2 - PRODUCTS �• Backfilling: PART 1 - GENERAL PART 3 - EXECUTION A. Includes furhishing all labor, materials, and equipment required 2.1 Materials and Equipment I. 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. Ail 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. Ail 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 gated. foreign matter larger than 1/2 inch size. planting areas have be .n ro erl r`aid a d rep dd A. Comply will all local and state codes, ordinances, safety 2. Ail irrigation lines under paving shall be backfilled 1 .2 Submittals _ P160f �� tpt�sw tq ,I lot �� FS orders, and regulations of all legally constituted authorities C. Ail threaded nipples shall be standard weight schedule 80 with entirely with sand and compacted by means of power Grrr i� �''�=�`' 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 pa for all lumbin, 3. Trenches shall be backfilled promptly after the open Material invoices must be approved by the Architect prior to proposed planting areas. When Bermuda Gress, Nut Brass or St. y p q permits and all inspections trench inspection. incorporating soil amendments. Augustine i required by authorities stated above. D. All pipe and fittings shall be as manufactured by Lasco Co., g g s removed, plants shall be removed completely and thoroughly, including roots. Western or S.M. or an approved equal. F. Control wires: 1.3 Protection L. Notify the City In the t�-tt'.r1Z any equipment or methods •i�icated , on the drawings or specifications conflicts with local codes, 1. Unless otherwise specified connections between D. All planted areas shall be thoroughly ripped to a depth of 12", prior to installation. In the event this notification is not A. Contractor shall check or locate existing structures, electric using a ripper with teeth no wider than 12" o. c. Where performed, the contractor must assume full responsibility for BART 3 - EXECUTION controller and remote control wives shell be made with cables or conduits, utility lines and other existing features or possible, the ripping should be done in two directions to reduce 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. wit,i 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. Soil Prep planting areas as follows: ( For bid purposes only) 1. The Contractor SHAlLmai ntain a complete and accurate B. Do not willfully Install the sprinkler system as indicated on damaged through fallure to comply with above procedures. set of as-BUIL1 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 G ify 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. w. 3 c.y. of nitrolized wood res dual. 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 tines, gate wire connection and/or directional turn. valves, pressure supply D. Layout sprinkler heads and make any minor adjustments pp y pipes, control valve,, quick A. Nitrogen stabilized organic amendments as derived from wood E. Wet soil thoroughly and allow to settle. Repeat this couplers and control wiring. required due to differences between site and drawings. Any 6. Sizing of wire shall be according to manufacture's residual. such deviations in layout snail be within the Intent of the recommendations, in no case less than =12 1n size. compaction procedure until soil is stable enough to hold a 3. On completion of the work, the Contractor shall obtain one ( 1 ) set of M lar t h original drawings, and without additional cost to the G 1'f`� � smooth, uniform surface but loose enough to permit aeration y s o t e contract drawings from the When directed by the City the layout shall be approved B Fertilizer shall be first grade commercial quality as specified. and drainage for plant material. C iTY , and all changes as noted on the record set shall be before installation. drawn on the transparencies with black India ink. The Mylars G. Flushing the System: g y y g C. Soil shall be existing site soli as approved b the Cit 3.3 Finish Gradin shall be signed by the Contractor as complete and accurate 3.2 Installation 1. Aftes all new sprinkler pipe lines are in place records of work as built. This set of mylars shall be and connected, ail necessary diversion work has been Finish grade all planting areas to a smooth, uniform surface ready or delivered to the Cit D. Plant Materials: planting. Planting areas to finish grade shall be 1' below finish grade 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. location(s) shown on the drawings. the control valves shall be opened and full head of water I. Plant quality. used to flush out the system. y B. Controller Charts B. Assemblies: 3.3 Adjusting of System o. Plants shell be fresh, well established, vigorous, 1. As-built drawings shall be approved by the 1. Routing of pressure supply lines as indicated on drawings A. Adjust valves, and alignment and coverage of all sprinkler of normal habit of growth, free of disease, C i'fY before charts are prepared. is diagrammatic. Install lines (and various assemblies) heads. insects, insect eggs and larvae. Plants shall have health normal roots stems, well filling their to conform with details on plans. y� y 2. Provide one controller chart for each controller sL'pplied. B. If it is determined that adjustments in the irrigation containers, but not to the point of being root equipment or .iozzie changes will provide proper and more bound. 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 ., controller and shall be the maximum size controller door Plant sizes: will allow. each assembly with its own outlets. When called for, the additional cost to the Owner, prior to any planting. pressure relief valve shall be the last assembly. C. The entire system shall be operating properly before any a. The height and spread of all plant materiel shall be 4. The chart is to be a reduced drawing of the actual as-built system. However, the event the controller sequence is ` 3. All plastic threaded pipe and fittings shall be assembled planting operations commence. measured with branches in their normal position when plant is installed. using Teflon tape or equivalent, applied to the male 3.4 Cleanup and Repair is not legible when the drawing is reduced, it shall be threads only. b. Multi-branched trees enlarged to a size that will be readable when reduced. as noted on the drawings A. Upon completion of the work, make the ground surface level, shall mean trees with three cr more trunks and all � F 5. Chart shall be blackline print and a different color shall C. Line clearance: remove excess materials, rubbish, debris, etc., and remove trunks shall be equal in caliper. , s 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 all equal type of tape. trades. Parallel lines shall not be installed directly over .aPlant materials shall be furnished in size, » existing paving disturbed during the course of this work. New one another. paving shall be the same type, strength, texture, finish, and be quantities, species, and in the spacing as indicated 7. 1 When completed and approved, the chart shall be equal in every way to the material removed. or noted on the plans. fmateriels shall be b. Ground cover hermetically sealed between two pieces of plastic, each D. Trenching: provided in 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 E. Pre emergent weed abatement' final inspection of the irrigation system. /4 (> i v Ei-1 excavation shall follow layout indiction on drawings as Contractor as to material and workmanshipincluding settling g Tref Ian or equal. 10 +-rte F �= r� noted. Where lines occur under paved areas, these , 1.4 Drawings of backfilled areas for a period of one (i) year following the dimensions shall be considered below subgrade. date or final acceptance of the work. 2.2 Mixes A. For purposes of legibility, sprinkler lines are essentiallyDESCAFMON OF REVISION DATE CITY 2. Provide minimum cover of 18 inches for all pressure APPROVED p A Backf111 Mix � FOR bID PuRPo�ES D�IL`() diagrammatic. Although size and location of sprinkler supply lines 2-1/2 inches and smaller. MW equipment are drawn to scale wherever possible, make use of 1. 3 parts by volume - soil. CITY OF RANCHO CUCAMONGA all data in all of the contract documents and verify this 3. Provide minimum cover of 18 inches for all control information at construction site. wires. 2. 1 Farts by volume - Nitrogen stabilized organic 1.5 Materials to be Furnished amendment. TRACT 15934 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 (12-8-8) 7 gram tablet. following materials to the City: - 5. All lines under driveway and roadway pavement shall a. Three tablets per 1 gallon plant � have a 24 inch minimum cover. APPROVED BY: DEP Y DATE: �/� - 1. Two wrenches for disassembling and adjusting each type 76 of sprinkler head supplied. b. Ei-ht tablets per 5 gallon plant. CITY ENGINEER _ T&93/47r.C.E.NO.3147?___ r DESIGN a 7XIED 2. Two keys for each automatic controller. C. Twelve tablets per 15 gallon plant. ��� AVANT GARDENS Landscape Architecture I IE D[RAMiN SHEET d. Fifteen tablets per 24" box tree and larger. �,Pi • 9M W Foothill Rivd, Sty `-� ,_' 3. Four keys for loose key hose bibbs. upland,California 917116 CHECKED 714.985.5551 MAVRK N4- PROJECT SHEET NO. ,5 OF 3.4 doting Trees and Shrubs PART 2 — PRODUCTS A. Trees and shrub planting shall comply with details on plan. 2.1 Materials ; B. Make necessary adjustments and excavate pits of circular A. All materials used in conjunction with .the maintenance outline with vertical. sides for all plants. Scarify sides and work shall conform to the material requirements originally bottoms of all plant pits. �. specified for the work. C. Protect roots or balls of plants at ail times from sun and PARI 3 - EXECUTION drying winds. 3.1 Replacements D. Set plants in centers of pits, adjusting depth so that crowr of plant will stand a 2" above finished grade. All plants shall be A. Contractor shall immediately replace any and all plant set in a watering basin which shall be 4 in diameter for trees materials which, for any reason, dies or is damaged while over 6' tall and 2' in diameter for trees and shrubs less than 6' under his care. Replacement shall be made with plants as tall. This basin shall be 3 or 4 inches deep. The bottom of the indicated or specified for the original planting. basin shall be at surrounding finish grade. There shall be no basins in lawn areas. 3.2 Repair E. Cans shall be removed carefully to avoid breaking the ball. If A. Damage to planting areas shall be repaired immediately. unsuitable soil is encountered in excavation, such soil or material shall be removed and sufficient approved soil for S. Depressions caused by vehicles, equipment and foot traffic installing plant material shall be provided. will be filled with soil, leveled and replanted. F. Deckf ill material shall be as specified herein. C. Exterminate gophers and moles, repair damage as above. G. If directed by the CITY the Contractor shall 3.3 Clean-up prune plants in accordance with standard horticultural practice. Cuts over 1/2" in diameter shall be painted with A. All planted areas shall be kept free of debris, and shall be approved tree paint. cultivated and weeded at not more than ten (10) day intervals. 3:5 Planting - Ground Cover 8. At completion of the maintenance period, all areas included A. All ground covers shall be well rooted and shall be -evenly in the contract shall be clean and free of debris and weeds; spaced at distances as indicated on the drawings and shall be ail plcnt materials shall be live, healthy and free of, staggered in rows. infestation. S. Dig good sized pickets for planting so that the root system lies C. wash down all walks and paving areas only with high free without doubling and so that roots are planted vertically, pressure hose at least once a week. ' not horizontally. 3.4 Fertilizing C. All Ground Cover areas planted from rooted cuttings shall be treated with pre emergent weed killer, Treflan or equal, A. Apply Gro-power at the rate of 50 pounds per 1,000, application shall be as per manufacturers specifications. sq. ft. of tree, shrub, and ground coverlareas, twenty-five (25) days after the maintenance period is initiated. 3.6 Hydroseeding Refer to Section i D for Hydroseedi ng. NOTE: STREET TREES SHALL BE PLANTED WITH ROOT BAAFNEAS PER CI'ZT DETAIL 005 A) &005 B]_ 3.7 Guarantee "111. SUPPLY RECOPTS OF OUA TMES OF GR0-P )WER TO CITY INSPECTOR FOR APPROVAL PURPOSES A. All specimen trees 24" box and larger shall be guaranteed for one full year, all 15 gal. plants for 6 months, all 1 gal. and 5 gal. plants for 3 months, lawns for 3 months and flatted ground cover for 30 days from date of final acceptance. �"'fZ, r 11, �r,rki'F'1i�110;E Pit i -,General , 1.1 Scope A. Includes furnishing all labor, materials, and equipment required to continuously maintain all areas included in the contract during the progress of the work, the maintenance period and until final acceptance of the work. 1.2 Maintenance Period A. After ail work Indicated on the drawings or herein specified Including all planting and sowing, has been completed, observed and approved by the City, the Contractor shall maintain all planted areas by means of continuous watering, weeding, rolling, mowing, re-seeding, cultivating, spraying, mulching, tr!mming, edging, and/or any necessary procedure for a period of one hundred and eighty (180) calendar days after aforementioned approvals, clTr except that the maintenance period shall be extended to DESORPTION OF REVISION DATE ,.Rovco inclu=fie the time necessary to: 1. Meet the requirements and approval by municipal or CITY OF RANCHO CUCAMONGA county agency having jurisdiction. TRACT 13930 1.3 Requirements of Regulatory Agencies LANDSCAPE S PE CI Fi CATI ONS A. Any required spraying work shall be done in accordance with governing agencies. APPROVED BY: DEPUTY //�� DATE: i/- 8.110 Of CiIk CITY ENGINEER ��YS►� R.C.E.NO. m Q DESIGN kAF S14 7 1 REC ED AVANT GARDENS Landscape Architecture DRAW SHEET 6 964 w Foothill RhrA.ue OF i l Upland.californla 41 PRO, CHECKtu DRAWING NO. -4 P1 MIA 3- PROJECT SHEET NO. 2-4 OF ze0l,