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' I I I , I O O RiR r z Boz$ cn0$ Z0 = O p �o� zs • mZ -1O OD ^ � . aim p�ZzR1C7 nZ � V � DY m r�i 1--1 �- 3 C7 3 1 O z- Z D O v ® Z Z o$ Z '^Z < D O �- a.« ...H. :1�.. '- Tl U7 o ;] r 1 O G n /� _� D 7C C31 > cn O o 4' Z D � rTI➢ - = a I U-) Fri < — a' —AL � m O J � r o z 0CD 23 r Y I ll 17 < z � �....i.. .-...•-4---.i....}.4....;.....x....4»,.-L.�. ...4.. .1....-:..N.4.....,, 5T96E7 TRX-e LeGE/VD 5YMOOL• 007-IINICAL /VAME (COMMON NAME) SPACING QUMAITiTy /) 13RACHYCH17ON )cOPUUVEUc COOTTLE TiQf`E� 3g v p MAGNOLIA GRt1ND/F'L01" MRJESj/G [�fiUJy 60 �"j. (50UTH5XN MAGMOL/�i) R v t f Y ,or- HAVEN .. k , AVENUE r or 11 14L o J tri . " � -"jr r I T,• , a ►� t; 1 Crn + Y CHURCH STREET z 14, •' •1 h p. r l'' °.ter - ft it t s' �� r• � V ) t 1 NI ' 1,/f ?1,4,1 HAVEN AVENUE ^� - - --- - — — -- _ ----- -- - --- - - - _ 1 - _ _ J40 18 11 11 4 - 411 g - ---max - ---- - T. --- , - 7__ _ �l _- ' � �, r8 1 41 � � - -_fir-•- r 1 DESCRIPTION OF- REVISION ATE CITYti APPROVED CREEKBRIDGE STREET CITY Or RANCHO �J �, �► VOAKDALE DRIVE L) SjREET TREE v� + f f f' r -� STREET TREE PLAN . Mi't/NjENA�/GE E5 M� ` ON THE EAST SIDE OF HAVEN .EVEN wLJrE STATION 139-50,QQ TO STATION 145.44.34 APPROVED BY. DEPU Y • r DATE P�FFSc10� CITY ENGINEER RC-E W.121,471 Qf SIGN a._ [ ►€i Akfi�t�CITt�,(R RE Cnhrh4E NDE D OF THE IN[AND Eklr-;flr obi I `' c?1 � �_ V• (X1W-U Ttiti,Chit EN 1t7f ---- 4 '�� AN'�LAN' PLAN' :, _ ` 3 73 f�t DRAWN 166M pR %-,T St. ,S.�!te 167 SHEE T E!g RAR Fes,CLr_A )N^A..CA 9178^ Pf'DNE(7U)945-1311 ro OF _- In f/, fJ\ 1�, �` -- _�R — FAY(714)9�;t44S! �- _ �, aGll�1 CHECKED — R C E NO-TYY DRb1*'[NG NO FILE NO — V - s+u FiP f-R s'rt`„eE ,.f . it: ar; � r°. ,l ,. .. -�.- - .�•,.-.tr' ,.” T�C,k "� . ., A,r, �t - .' vRcurcr T ma Ac- 19 D\vG. DATE DEVELOPER/OWNER • .fie--. a.�� - - F V--"' RA Vlc� I A �A? . ' SOUTHFPN C PROJECT MANAGER • TOWDELLAQUILA LANDSCAPE MAINTENANCE - DISTRICT NO. 4 1 15 6 N. MOUNTAIN. AVE./P.0-BOX 670. UPLAND, CA 91785 714/985 0971 VICINITY MAP GENERAL NOTES SHEET INDEX No. SH6F T T ITLF, P��f�IPT1oN 1 TITLE SHEET GRADING'STANDARDS FOR CITY MAINTAINED AREAS SHALL BE: •• -•-+-• -•--.-•---.•• * SIDE WALK MAXIMUM 8.3� -ION FVTURE PROJECT IA' MAXIMUM SLOPES IN TURF AREAS 5:1 2 CNI'; PLAN i * MAXIMUM SLOPES IN GROUND COVER BETWEEN SIDEWALK AND CURB 4:1 fir / CHAAF EY * MAXIMUM SLOPES IN GROUND COVER AREAS BEHIND SIDEWALK 3:1 IIEClONAL NANCHO CUCAWM(;A CITY LIMT MAXIMUM GRADE CROSSING I .l A 0N PLAN « 1 COii Est I PARK r_..e-m-..�».--:...�.. .. t\ �` cc c.u.rt r .•�•,»>, l — 1. An Enmopo�hm—_nt PEnnM shaft be obts'ned from the City Engfneer prior to commencirq any work. 4 P - �+ f��i�il'�, P't.,,Alti IF •�,,� 2. AN worlt shelf be performed acciording b Current City standards and the Standard Spoeftications ler Public Works Construction. 5 C � �, � Phi-�N PROJECT ` Bl n �� 3. At the cor 4ution of rough grading, an agronomic rn salts report shall be furshd to the City Inspector and all such recommend x90 s 6 l or - � tt Clio SANLow Paw such a rept shalt supersede setts amendment recommen&tions shown on the plans. I i` 1 �T� P 4. Upor+ comp"" of lnstertltion, a meInt"enoe period of one hundred and eightyt80) days Is required prior b Anal acceptance of the 7 4G PLAN' \ ad�Ec sITE : Iu FOtrTANA �'n,, wcork by the City. WIntenerlcw shalt Include mowing, we",Ing. Irrigation, pruning, raising tree root balls which settle beVopw grade, o fQpTft► �oufwlc fe hg and apnNN such sprays U are nemitsery ler proper care and upkeep. MalntenerK* also Includes all repairs, rept emen1. t ` r ' a ) ` UPLAND � C�"� c+nd adu.tk><j ne-�►lrR•ry b keit+ the irriQrtkon tyattm In good working order with proper coverage. CotilenGemctll�ttl>ZL �` I(� ' DC-AILS� I _ �. jam-_-11'i� nt t-_je.riod--&"1�I�e-aoiDro r"-,Am_wrIt1nL_ b _1hm_. Ott Ins"clot MAINTENANCE PERIOD SHALL b; n.- 4�RIFY Q s""3 " ' ........... .mew,lovrE !� r1� 1�� L�aTI Iry , i Ai� - .TbfSM+ *o.e[f f!SANTA if . P L H..� ,..c. --` _ 1..: •. _ L_ �r L..,•,"•: i . = ` 1 S. One comtrl A-f chart shall be prov d br each controller. Controller chart shall be the maximum size the controller door wfM allow 10 N 0.,sAaT1 7_ I 1! aro! shin shr+ Me area ocnered by Me aulc+mttic o4ntrofter. The chart is b tit t redu€xd drawing of the actual as Dunt system. �`'�► Mcrr, In he event the oontrollsr secu.,enoe is not IeglNe when the drawing is reduced, it shay be enlarged to a size that -otwill be ret►�Ne when rwiu�. The chat shah be a btw*line int and a different color shall be used to show the area of cover a of east+ 1 Dr Sf`L CiF iC�,TiO(�tS std Win. When oompP-_I&d and aprvoved by the Putaiic Works Inspector, the chart shall be hermetically sealed between two pieces of - pl>�nc, e�M pie being a minimum of 20 mils. thk*. The chart shall be mounted using Velcro or a proved equal type of tape. These 12 � �-�f I��A�� 7 &w-*ts must be comctit-t-i and in pills prior to Mat ecx>eptance of worts by the City. ONTAh10 INTEIINATIONAL (� A'"'O"T 6. Ilr w"o x 6' deep axl row mc+wata" shah be provkfed between all shrub/gfoundoover areas and turf areas. Mowstrips shah also be • pro berwr-th motel fenc*V and where Ctty maintrIned areas are "_ *rent to prlvatety malntained areas. 7. SIf I layocit is ocwr*T uW only. Approval of the Anal sidewalk leyout shall be made In the field and aMusted as necessary to meet I MAINTENANCE RESPONSIBILITY MAP fWid o f as aprwcwed by the PljNic Works Inspeclor and Project Planner prior to Anal Construction. CONSULTANTS •. AprAnAllipin of any cd ""Is shall be by State licensed personnel. -4 fu 9. Any tress wfthln five (S) feet of walls, wales, cubs or other potentlalty root-damaged herds ane shall be Installed with rooloontrol 4 "�1 '`�.• `f es II -J 1 barriers. Prior b badcf1tree (s)tres) planting, contractor shall have the City Inspect root barrier installation. LAND CONCERN, LTD _ 10. No trees shag be plented within three (3) bet of curbs MADOLE AND ASSOCIATES, INC. Landscape Architecture/Planning OF SAN BERNARDIItO COUNTY .� ! 11 . AI Ue�+3 we to be located: ten feet from arty street light, power pole, or reinforced Concrete box, five feet from any drive CONSULTINO CIVIL ENOINEERINO • ' • 1750 Fast Deere Avenue C�. Ch Pc i10 �� aj Are hydrant, underground structure (e.g. catch basins, vaults) and sewer lateral or clean-out: and three feet from Orly AND LAND PLANNING �•� % ')��. ``,is it �� / / \ Santa Ana CA 92705 say N. Movnt.ln Ave,Suite t0b r' « ; Yne• � IRRIGATION CONSULTANT UPLAND CALIFORNIA 9178e ;� i 1 : GRADE. (714) 250-4822 fax (714) 752-2469 106 W. FOURTH STREET • SANTA ANA CA92701 PNON1:'O14) �1aG-Q9g9 / ! < 12. SLOPES SHALL NOT EXCEED 3 1 (714)835-2353 PROJECT LOC ATI O N B ' - '� �' r +�' "'\,� 13. THE CITY HAS EXTREMELY LOW WATER PRESSURE WHICH PRESENTS UNIQUE PROBLEMS AND SOLUTIONS. THE CONTRACTOR SHALL ENSURE THE _ •' � �� ; J -'` Q'). / IRRIGATION SYSTEM OPERATES AT THE DESIGNED PRESSURE. SHOULD THE DESIGN NOT MATCH THE ACTUAL FIELD PRESSURE, NOTIFY THE �1�- CITY AND LANDSCAPE ARCHITECT IMMEDIATELY. FAILURE TO DO SO WILL BE THE CONTRACTORS RESPONSIBILITY. IN THE EVENT THIS T 0 =� �f; J NOTIFICATION IS NOT PREFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. W, :K(o)- U S E , �\. TW5 'TRACT 15 CONC)I-n0NEfl 127 "14V)SC.Ape AN A.VDI-n0N,&L, A MC-A T HURGN SlIZEET RAO -1.2 3/;f9 ` AND THE VeeA CAMK CHA mNE1.r 'To 1'_ &DOM Tt> "MEQ S AS A 9ZVtSIoN Md►IW"l7:JVdNCE It Qr� ' j :J 9-.4.W oN�Y bE •RZAr�►Sf=EtZREO 'Tt� THE CITY WHIEN Aw REoluttt� l.A►Nj� pIKCs 1-145 t7D1ZES5Efl. 1 ?' CO•^t 5CA ft2N A g}- ;',Q� � � �Q� '1� [� "`` s� � LANDSCAPE QUANTITIES Q Q �CA 1 . 7 ,�1 : ,�'�' Cit �: „>>., �61, �`� ARE A A B TOTAL Q G1 167 TOTAL ACRES IN R.O.W. .06 .227 /� x �' `�� `,, / •�_. > , i ry [JC>E NOTE + �''----:-- a, .; r;- -� .-. C.,,!/�,/'i�►=,:' .,�/.. ,�. , =� _— AN �2�vts�� G �wTtT t� S TOTAL SO. FT2800130 7Q3 (INCLUDES HARDSCAPE� DESCRIPTION OF RE VISION DATE' AP�I�ovEo �. r r TOTAL TREES IN R.O.W. - - 1 t s-t h 4 , • � �`�' T- � % �` � I PINUS CANARIENSIS 15 GAL - CITY ��' RANCHO CUCA�,�,�I� `A ' `~�" G +� /i •. /% 9RACHYCHITON POPULNEUS 15 GAL TFrr4A VISTA �•, ' �/.'� /� MAG[ VtIA GRANDIFLORA 24' BOX 3q 3664 PROJFCT LOCATION A NOT A AR of D►STICtC Le,�./�. T� , / T T fAr ffs ram_.+ �e_�1. : r: �. ire_ 1 — !r •Y -` �` �/ / U P '� �_ `" �� :� ' `�� TOTAL SHRUBS IN R.O.W. 12 To t3E wtA.I NTa IN TI K1fD0 H A C Fi U T? C t �`�'� � _ � f �• `�� C OVER S �� -•� / ESCALLONIA FRADESII 5 GAL. 48 Sepn,RA,TI= coNT+RAC,T wtTN ._ T J J . CouNTY tet.00D GoNTIZoL. '1---�-_ - �y'�, �1 / F RAPHIOLEPIS INDICA 5 GAL, 62 137 LEIS HOBS --�,� �l _r•415 CoNT�T MUST t3E A IN P�er'F f>RioR To -ME_ �Q' XYLOSMA CONGESTUMM 5 GAL, 32 T _ P��E�ktilA [gNos APPROVED BY DAT K�_�L? .,C— "TlzatvSt=ER ANY 1v ;D ; TRtACHI 1 OS�'EF!� 1�dI JASr_ '�dtNES 1 GAL. M. S Clc� CITY ENGINEER _- RCE NO X4953 _ MA,IN'T1=N,& jjc-- 'To -Me " O � � ` �,�'��.�; � �� " � 15 8 ��c��, qyrJ-, —_ Y z v / �/ , TOTAL SQ. FT. TURF IN R.O.W. DESIGN kf� MEN EL C-1T ROCE.SSINC- AN ' /- ,, i 1600 p� n �Cl�INCA -Mr_ GON WAC-r w �� V' / � �?-. ~ � � _ —- and Concern, Ltd LIC. N0. 1283 � 175OEAST DEERE AVENJE _THlcou&H -R1E C C:,uNTY � J >� �[ � �. [/� ♦ n DkAWN i Ere E 1 �.lo,� � -rNE putt Y N.T. .,, ,�. ; , �..� �:' r TOTAL SO. FT. GROUND COVER IN R.O.W. 1440 0.00 4440 0„ SMITA ANA CA 92705 Q RIESPon►stt3lt_tTY OF t_Ewtg `� ^' �,�1'+ �� % %�I ,.� ,r -- 4 p� _ P",F (714)250-422 _or Elor�•1�SI wlTt-1 ASSIST— 4 F. �fCKED R pkAWiNG NO ANcE. l=Qorvt -THE ci-tY KEY 11 AP ►�' >�� i ,d�` l"�'/t ,i TOTAL SO, FT. MULCH IN R.O.W. 44 • ° RCE No or cr�t� DATE rile NO PROJECT SHEET NO. e OF %9 A/C ASPHALTIC CONCRETE C.J . COLD JOINT 'CENTER LINE CLEARANCE CONC . N CO CRETE CONT. CONTINUOUS DIA. DIAMETER D. F. DOUGLAS FIR EA. EACH E. J . EXPANSIONN JOI T EQ. EQUAL EXIST. EXISTING FTG FOOTING GALV. GALVANIZED H. B. HEADER BOARD M. B. MACHINE BOLT MAX. MAXIMUM MIN. MINIMUM NAT. NATURAL N. I . C . NOT IN CONTRACT N.T. S. NOT TO SCALE O. C. ON CENTER P . A. PLANTING AREA P. PROPERTY LINE RAD. RADIUS R. S. RESAWN EXISTING SLUMPST NE R. RISER 0 WALL TO REMAIN .. R. 0. R - - OUCH SAWN •� • RWD. REDWOOD O SHT. SHEET • S. L. S - CORE LINE SQ. SQUARE S4S SURFACED FOUR SIDES STD. STANDARD �• I T. F. TOP F • 0 0 FOOTING •�•��` •/ :' T.W. TOP OF MALL �• T. TREAD • CONCRETE MOW-STRIP TYP . TYPICAL W. I . WROUGHT IRON ?•A W.W.M. WOVEN WIRE MESH • d PENNY (NAIL SIZE) - _ f�.t,.P �'T" � 1'x•1" 'f` EXISTING STUCCO WALL TO REMAIN I • . / EXISTING CHAIN LINK-F E TO REMAIN -CONCRETE MOW STRIP G - V COBBLEST NE h I ;O • ion•• VILLAGE °o EXISTING / •• ci ( •J �l�r: •`t 1<r TOWNHOUSE TO DRIVEWAY 1�' / �c :;= EC�t � ' TO REMAIN � � '~t •' TRACT \� PROTECT IN PLACE ALL J`= � ' .0 13664 °o' / ci EXISTING FLAT WORK AND �w 2 •_:.,, ,� • STRUCTURAL ELEMENTS. , aP.A • Q e o Pl PrE SATE CAA 6LE T-0TOVIt �°lOUS • CONCRETE • MOW-STRIP �/ 3 / % 36 0'U S • ,� lam . B y• EXISTING ,WALL REMAIN L ' iP.A11 .7 a ;✓1t, *� f OF 144 PROJECT LOCATION A �=4 CHURCH STRFEw"I" �IS111�G �� a O b . r KEY MAP 11 10 -0 DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHOS CjAA,KIONGA TERRA VISTA 13664 CONSTRUCTION PLAN `�E�hN1A (,INOS IS NC�M�'S e. APPROVED BY. - DATE Ilk 9 CITY ENGINEE _ RC.E N0. 4953 �' S� DI:SIGN --�. ..•W ]2 . RECOMMENDED LIC. NO. 1203 U T� oc / � g "'- cl A g ;} � pRaWN 1�J E �'"�"',' SHEET CHECKED C K E D 7 ( 14)25A M/ ft.�(74/ 469 Of CDRAW�iNG NO d X4DATE FILE NO 14—`- PROJECT SHEET NOo 9 OF Iq ,�«t ►C t IT$,� IRRIGATIONLEGE14D 16 SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERNZ ��, RAINBIRD 1812-SAM-PRS 12" POP-UP SPRAY HEAD 12H 12*FT. 1.3 30 HALF CIRCLE KEY MAP �1 1812-SAM-PRS 12Q 12* 0.7 30 QTR. � 1812-SAM-PRS lOH-LA 10* 0.8 30 HALF � 1812-SAM-PRS 10Q-LA 10* 0.4 30 QTR. VIE.L b 1812-SAM-PRS 8H-FET 8* 0.8 30 HALF TO_N��" O V b 1812-SAM-PRS 8Q-FLT 8* 0.4 30 QTR. ; S 6 7 O 1812-SAM-PRS 12F 12* 2.6 30 FULL 1812-SAM-PRS lOF-LA 10* 1.6 30 FULL C-0 RAINBIRD EFB-CP SERIES ELECTRIC CONTROL VALVE - SIZE NOTED �Q� ?10 �f D RAINBIRD 33-DLRC QUICK COUPLING VALVE - 3/4" elk N NIBCO T-113 SERIES GATE VALVE WITH BRONZE HANDWHEEL - LINE SIZE PROJECT ' ` X14 - u u BURIED PRESSURE MAIN LINE PVC CLASS 315 FOR SIZES 2 AND LARGER AND SCHEDULE 40 FOR SIZES 1 AND SMALLER - LOCATION A �' SIZE NOTED BURIED NON-PRESSURE LATERAL LINE PIPING - USE PVCSC14EDULEAD FOR LATERAL LINE PIPING INSTALLED WITHIN PLANTING AREAS AND PVC SCHEDULE 40 FOR LATERAL LINE PIPING INSTALLED UNDER PAVED AREAS - SIZE NOTED H.G.L. WATER INFORMATION ATTAINED 12-08-89 FROM JOHN LN / KNAPP OF THE RANCHO CUCAMONGA UNLESS OTHERWISE NOTED AS NEW, ALL CONTROL WIRE SHOWN UNDER ROADWAY SHALL BE PROVIDED AND INSTALLED BY THE •� • Z STREET IMPROVEMENT CONTRACTOR. ALL NEW CONDUITS NOTED ON THE DRAWINGS SHALL I MATER DISTRICT. w BE PROVIDED AND INSTALLED BY THE IRRIGATION CONTRACTOR - SCHEDULE 40 PVC - •r O �. OV SIZE NOTED THIS PROJECT REQUIRES ONE ( 1 ) CALSENSE MOISTURE ��'''�' � INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES �` �� SENSOR FOR THE TWO (2) CONTROL VALVES SHOWN. ` = INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER �� PLACEMENT OF THE MOISTURE SENSOR SHALL BE THEjj� j -- INDICATES ELECTRIC CONTROL VALVE SIZE 4� �� %" RESPONSIBILITY OF THE MANUFACTURER. FOR 04%;p- �� INSTALLATION AND PURCHASE INFORMATION CONTACT: • * WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR �• • • RICH MURRAY SHALL EQUIP HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT2 CALSENSE SCREEN ON PCS NOZZLE SCREEN SELECTION CHART FOR APPROPRIATE RADIUS. y2 2075 CORTE DEL NOGAL , SUITE J CARLSBAD, CALIFORNIA 92009 (619) 438-0525 REFERENCE SUPPLEWNTAL POINT OF CONNECTION - CONNECT TO NEW 2" WATER "PCS" NOZZLE SCREEN SELECTION GUIDE „ �� METER FOR IRRIGATION. THE CONTRACTOR SHALL ' - MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THEv DESCRIPTION MODEL PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 INSTALLATION OF NEW WATER METER. CONTACT THE (, \ �, / GPM 0.2 0.3 0.4 0.6 0.9 1.25 1.75 CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND 26 All n � � COLOR BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW INSTALLATION PROCEDURES. EXISTING WATER PRESSURE: 66.0 P.S. I . SYSTEM DESIGN PRESSURE: 50.0 P.S. I . k�' FLAT SPRAY 8F FLT - - 6" BUB. 2' BUB. 3' 5' +8' PEAK IRRIGATION DEMAND: 44.0 G.P.M. VILLAGE n i/ V 8H-FLT 3'(160) 4'-6' 7' +8' - 1" 8T-FLT 4 5' +8' TOWNHOUSE ., p S° (y •� � 80-FLT 4'-5' +8' - - - - - TRACT o�� 2 ''' +" - LOW ANGLE 1OF-LA - - 1' BUB 3' 4' 5' + 10' 13664 �' . l '' V SPRAY 15 DEG 1 OH-LA 5' 7' +10' FOR MAINLINE CONTINUATION AND POINT 3„ TRAJECTORY 1OT-LA 3' 5' 7' + 10' - - - OF CONNECTION, AND FOR CONTROLLER IQ 100-LA 5' 5' + 10' - - - - LOCATION SEE IRRIGATION PLAN OF PM `JQ� 10547 TRIANGLE DRAWINGS. / STD ANGLE 12F - - - 1' BUB 2' BUB 6' 7' SPRAY 30 DEG 12TO - - - - - 8' + 12' A10 TRAJECTORY 12TT - 4' 6' 8' + 12' / 2 12H 8' 8' 10' + 12' _ 12T - 1 8' 10' + 12' ( 12Q 3' 4' 8' + 12' - - - •WP a ) • �/ FOR CONTINUATION SEE IRRIGATION DRAWINGS FOR PM 10547 TRIANGLE I -'1 !�^--!EIS 4 4'.`E•I DWG. NO. 1414 , NOTE: REFER TO SHEET*9410FOR IRRIGATION DETAILS AND SHEET #11 FOR CONTINUATION SEE IRRIGATION IRRIGATION SPFCIEICATIONIS. DgAWINGS ;FOR CHURCH STREET MEDIANS PM 10547 DWG, NO.1414 T� CHURCH STREEw"I NOTE : THIS IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3" NATER ALL PAVING WITHIN THE NEW IRRIGATION CONSTRUCTION PER WEEK APPLIED FOR 8 HOURS A AREA IS EXISTING. THE IRRIGATION CONTRACTOR SHALL BE SCALE 1 ": ib'-O' NIGHT / 6 DAYS A WEEK. REQUIRED TO CUT AND REMOVE EXISTING A.C. PAVING AS REQUIRED TO FACILITATE INSTALLATION OF NEW IRRIGATION -- LATERAL AND MAIN LINE PIPING. CONTRACTOR IS TO PATCH A.C. PAVING TO MATCH EXISTING . DESCRIPTION OF REVISION DATE CITY APPROYfD CITY OF RANCHO CUCAMiONGA TERRA VISTA CCIP 13664 'PCS" PRESSURE COMPENSATING SCREEN CHART d Pagzmo IRRIGATION PLAN IRRIGATION CO'+--,ULTANT DESCRIPTION MODEL PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-115 PCS-260 GPM 0.2 0.3 0.4 0.6 0.9 1 .25 1 .75 2.6 LEWIS HOMES COLOR BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE APPROVED BY DATE �E"1 STREAM SPRAY 16H-SLA 8' 12 ' 3 ' 5' 6 ' 14' 16' - �� CITY ENGINEE _ RCE NO.�" 95 16Q-SLA 2 ' 3' 8' 12' 16' - - - �� trp DESIGN REC `MME,NDEC 22H-SS - 12' 3' 8' 10' 14' 20' - L I aZ 22Q-SS 2' 3' 8' 14' 20' - - - I 0 Land Concern, Ltd • DRAWN 1750 EAST DEERE AVENUE SNEf T FLAT SPRAY 8H-FLT - 3' (160') 4'-6' 7 ' +8' - - WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN SANTA ANA CA 92705 8T-FLT 3' 4 ' 5' +8 - - - - ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE , - PHONE (714)250-4822 -oF COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON CHART ABOVE FOR �t, a "E`KE° RCE No DRaw NG No APPROPRIATE RADIUS. 40 DATE FILE NO PROJEC;-f SHEET NO. 10 Or 19 i r GROUND COVER LEGEND TREE LEGEND " " ' USE A 4" THICK COVERING OF SYM. QTY. SIZE O.C. BOTANICAL NAME . COMMON NAME D ,Ajm E GRIND SHREDDED MULCH AS MFG. AND SUPPLIED BY BLUE RIBBON NURSERIES, ORANGE, CALIFORNIA (714) 633-3666, OR CITY APPROVED --_ 1 __ _ _ ___ . _ ___._ 11. 1. 1 . PC PINUS CANARIENSIS' CANARY ISLAND _._ 4 '' EQUAL:- NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR TO PURCHASE FOR � 25 �pq� pE�e. F�AN � .PINE APPROVAL BY CITY INSPECTOR. C LANDSCAPE CONTRI1��CTOR WILL BE REQUIRED TO REMOVE Z" Of SOIL AND REPLACE. IT WITi 40_dF SHREDDED MULCH. . SHRUB LEGEND XCC 1 G 4XYLOSMA CONGESTUM COMPACTA DWARF XYLOSMA RIS 62 56A 3' _RAPHIOLEPIS INDICA'SPRINGTIME' INDIA HAWTHORN TJ 17 �G,A` IV TRACHELOSPERMUM JASMINIOIDES STAR JASMINE L -- i . 11 -- - I No-(E: O•c-• SPACING GwI-reRIR HAS OvE=R QvANTITIES 5H WN WHILH AR-r- f=OIZ e7ID pvg4?oSES ONLY. I4 � - PLN'01-ING LEGEND ESP. ESPALIERED uyCAL. GALLON CONTAINER > '�• -,,/ G.C. GROUND COVER �� • � ! �/ HEIGHT LTA. LANDSCAPE ARCHITECT L.C. LANDSCAPE CONTRACTOR • � MIN. MINIMUM % 0 T M.T. MULT I -TRUNKED RWD.C. ON CENTER ' a `� . .., ' .y REDWOOD S.L.A. SELECTED BY L.A. LI V-1 r SPEC. SPREADSPECIMx 11 .7 �: :fi .�/ SP. � " Ilk x t L "• -rte � _ 5 -` PL�ANTI� G KEY PROJECT s..• : 1 ' . �' LOCATION A w + • •• .r r c.w.. .e-7..:mss -� �1. -T- SEE PLANT LIST OR LEGEND I S I ZE OF PLANT MATER IAL GALLON OR BOX SIZE • X oK QUAERIANTITY DF PLANT K�� L 16 • z a. w A > •� • /' '� JC `` NOTE:REFER TO SHEET 8 F OR VILLAGE FNPANIASPE ( ICAT FOR PLANTING CF UN S. TOWNHOUSE .� �, ` 0o PLACEMENT OF TREES SHALL BE TRACT o • • • �. �0 KEY MAP �y APPROVED BY THE CITY INSPECTOR. 13664 V • Ir • �(/� ALL TREE TRUNKS LESS THAN 5ft FROM HARDSCAPE OR WALKS SHALL BE INSTALLED WITK ROOT BARRIERS PER STD. DETAIL o � 605 a • � VETArllr 5 LIMITI OF i RK CHURCH STREE t 1 11 : 1 0,_01, DESCRIPTION OF REVISION DATE CITY APPROM CITY OF RANCHO CUCAViONGA TERRA VISTA 13664 PLANTING PLAN LEWIS HOMES APPROVED BY: , ` DATE: _. t �►'� CITY ENGINEE GLIA ` ��/ RC.E NO. .�95 d DESIGN REC�Mktf;NDr�f,� UL W Im r - J--D-6 - Land Concern, Ltd. DRAWN 1750 EAST DEERE AVENUE 'SHE(T SANTA ANA CA 92705 PHOW (714)250-4822 --4—or �_ _ CHECKED DRAWING NO 6RCE NO DATE FILE NO 4 �y PROJECT SHEET NO. 11 OF 19 CTKW L. A/C ASPHALTIC CONCRETE C. J . COLD JOINT \ CENTER LINE • CLEARANCE CONC. CONCRETE CONT. CONTINUOUS DIA. DIAMETER D . F. DOUGLAS FIR EA. EACH E . J . EXPANSION JOINT EQ. EQUAL EXIST. EXISTING y FTG. FOOTING GALV . GALVANIZED H. B. HEADER BOARD M. B. MACHINE BOLT MAX. MAXIMUM MIN. MINIMUM NAT. NATURAL N . I . C. NOT IN CONTRACT N.T. S . NOT TO SCALE O . C . ON CENTER P . A. PLANTING AREA PROPERTY LINE hD. RADIUS R. S . RESAWN R. RISER R.O. S . ROUGH SAWN RWD . REDWOOD = NOTE: SHT. SHEET S. SCORE WROUGHT IRON GATE AND BLOCK SQL• SQUARELINE WALL SEE FENCE AND WALL PLANS S4S SURFACED FOUR SIDES STD. STANDARD T9 T io*64 T. F. TOP OF FOOTING T. W. TOP OF WALL T. TREAD TYP. TYPICAL W. TRACT 13664- 1 W. I . WROUGHT IRON W. W.M. WOVEN WIRE MESH d PENNY (NAIL SIZE) 4 23 1 cq N t r I w 3 co Uj a B MOW JT STRY (, _ ..� 10 � DRAIN N• I PER � Z 2-10 ft YROI1 BY DEVELOPER �.. ��`; �;vp w �.n '\ j 8"x 6" MOW STRIP UNDER ►a A ETr, BLOCK WALL WROUGHT IRON FENCE _ \ N. I .G. BY DEVELOPER N. I .0 BY DEVELOPER / 8 MOW STr�'.t' I . - 6°x�„ 11 I ` ' nr►r �3 _r,o s fz P P R O J E>v T I V.1 O �rnrnrmnrmm�nnnnrrnnrnmrrnr.��rntcr�rn�nrmrrmnrrnnmrmmm1rrrrrr►mmnn►n►n�?mtmmmmntt��tlntmm��iit�mrn'm�f} � = _ •- nrnnn �nKrrnrnrmin►ttnntntrrm�trttttmtutnm►ntirttrrmmnttrtrntttmttmmt�ttitunttitt rnrm , T O� 3 _ / _ _ LOCATION B VAN USE P.A. \ P.A. • x'1'36641. T URS' [URF • OU. , Q s \ • CITY WALK 9��33 =ASE N. I .C. BY OTHERS 1;1 .77 #j. ,�A~Cn �`�r F" URF \. • LL- — f i YUFfF 0.. '�'.�a•. :�a• _ E° d�-moo .° r A i EMERGERCY CRASH GATES - �t 7j N. I .0 BY DEVELOPER. EY MAP , N • f' TURF BLOCK ��d A CONCRETE ; �•� 8 H COBBLE STONES MOW S1RiP - � CITY STREET LIGHT 8 IN CONCRETE os . CHURCFi 'r'�...._��ii'�. e tr n �t! HAVEN AVENUE w• DESCRIPTION OF REVISION DATE CITY APPROYED • 1 ":209 1 CITY O RANCHO CUCANPOt\ TERRA VISTA 13664 CONSTRUCTION PLAN LEWIS HOMES APPROVED BY. DAT6c�`� CITY ENGINEER RC.E NG.24954— r T , DESIGNREC•' D LIC. rX, I^qs LAND CO URN, ' LT so 15 H ►' _Y� Landscape Architecture/Planning ��77•– "' k, –� 1750 East Deere Avenue S H E E i n �JSa to Ana CA 92705 --5--0; _�_ (714)250-4822 Fax(714) 752-2469 kpk'I.� CHECKED D NG NO fL 1� l OF C RCE NO �} RR /y - • l.J DATE FILE NO /� PROJECT SKEET NOJz OF 9 SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S. I . PATTERN SYMBOL MANUFACTURER MODEL NO. DESCRIPTION ` RAINBIRD 1812-SAM-PRS 12" POP-UP SPRAY HEAD TOF-LA 10 FT . * 1.6 30 FULL CIRCLE U CALSENSE 2000 SERIES AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN MEYERS MEUG-I-M 285 ENCLOSURE i 1812-SAM-PRS 1OH-LA 10 * 0.8 30 HALF , - SIZE NOTED IL 1812-SAM-PRS 1OT-LA 10 * 0.5 30 THIRD bL 1812-SAM-PRS LOQ-LA 10 * 0.4 30 QTR. RAINBIRD "EFA-CP" SERIES ELECTRIC CONTROL VALVE WITH CHAMPION 300 SERIES MANUAL ANGLE VALVE - SIZE b 1812-SAM-PRS 8H-FLT 8 * 0.8 30 HALF NOTED - INSTALL INSIDE CHRISTY CONCRETE BOXES WITH LOCKING PLASTIC LIDS. 1812-SAM-PRS 8Q-FLT 8 * 0.4 30 QTR. 1806-SAM-PRS 6" POP-UP SPRAY HEAD RAINBIRD 33-DLRC QUICK COUPLING VALVE WITH LOCKING VINYL COVER - 3/4" 1806-SAM-PRS 15H 15 1.9 30 HALF 10 1806-SAM-PRS 15Q 15 0.9 30 QTR. WILKINS 575RP REDUCED PRESSURE TYPE BACKFLOW PREVENTER - 2" 1806-SAM-PRS 12Q 12 0.6 30 QTR. m 1806-SAM-PRS 1OF-LA 10 * 1.6 30 FULL NIBCO T-113 SERIES GATE VALVE WITH BRONZE WHEELHANDLE - LINE SIZE _01- 1806-SAM-PRS 1OH-LA 10 * 0.8 30 HALF O 1806-SAM-PRS 8H-FLT 8 * 0.8 30 HALF CALSENSE 1000-S MOISTURE SENSORS - SEE NOTE ON DRAWINGS FOR AMOUNT AND LOCATION • 1806-SAM-PRS 8Q-FLT 8 * 0.4 30 QTR. 1806-SAM-PRS 15SST 4x30 * 1.2 30 SIDE HARDIE 102 NO MASTER VALVE - PROVIDE ANY RELAYS AND WIRING REQUIRED FOR AUTOMATIC OPERATION BY ANYONE OR ALL CONTROLLERS * SEE CHART FOR PRESSURE COMPENSATING SCREEN "PCS". © CALSENSE FM-220P FLOW SENSORS - I'/Q" -----� BURIED PRESSURE MAIN LINE PIPING - PVC CLASS 315 FOR SIZES 2" AND LARGER AND PVC SCHEDULE 40 FOR SIZES 11" AND SMALLER - SIZE NOTED BURIED NON-PRESSURE LATERAL LINE PIPING - PVC SCHEDULE 40 - SIZE NOTED =�-- PIPE SLEEVE FOR IRRIGAITON PIPING INSTALLED UNDER ROADWAY - PVC SCHEDULE,40 - SIZE NOTED IRRIGATION CONTROL WIRE CONDUIT INSTALLED UNDER ROADWAY - PVC SCHEDULE 40 - SIZE NOTED INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES INDICATES AUTOMATIC SPRINKLER CONTROLLER STAION NUMBER •- -INDICATES TES ELECTRIC CONTROL VALVE SIZE f CALSENSE. MODEL "FM" SHALL BE INSTALLED IN-LINE , ONE (1) PER WATER METER, AS PER NOTES, WITH "10" DIAMETERS - -- - - OF SENSOR-SIZED PIPE UPSTREAM OF FLOW SENSOR AND "10" PCS NOZZLE SCREEN SELECTION GUIDE DIAMETERS OF SENSOR-SIZED PIPE DOWNSTREAM (PIPE SIZED TRACT 13664- 1 AS PER FLOW SENSOR SIZE) . FLOW SENSORS SHALL BE INSTALLED MINIMUM TEN (10) SENSOR-SIZED DIAMETERS DESCRIPTION MODEL PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-I/5 UPSTREAM OR DOWNSTREAM FROM ANY VALVE, FITTING, METER GPM 0.2 0.3 0.4 0.6 0.9 1.25 1.75 OR BACKFLOW DEVICE. WIRES FROM FLOW SENSOR TO COLOR BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW CONTROLLER SHALL CONSIST OF ONE (1) BLACK AND ONE (1) FANDA CIUR` iNAi't MOiSTuRE SENSOilS RED STANDARD #114 IRRIGATION VALVE WIRES. FLOW SENSORS FLAT SPRAY 8H - 3' (1600) 4'-6' 7' 8' _AMMING WITH A CAL SENSE REPRESENTATIV JA liiv '� � ivuNNt�i iu NtW [ � uKtsiNt Wi+itZ SHALL BE HOUSED IN A VALVE BOX AS PER IRRIGATIONMAINTENANCE E1ER FOR IRRIGATION. THE CONTRACTOR SHALL MAKE REMOTE CONTROL VALVES SPECIFIED ON PLANS AND MARKED LOW ANGLE 81OF-LA 5 5 1' BUB. 3' 4' 5' 10' FF MEMBER OF THE CITY 1 "F.S." FLOW SENSORS AVAILABLE FROM RICH MURRAY FROM N SPRAY 1OH-LA - - 5' 7' 10'T Ph L714] 458-0129. RRANGEMENTS AND PAY ALL COSTS FOR INSTALLATION OF NEW CALSENSE LOCATED AT 2075 CORTE DEL NOGAL, SUITE J, - - - E _ 1 10T-LA 3' S' 7' 10' CUCAMONGA COUNTY WATER R WATER METER. CONTACT THE CU _ ATR � � � - r 0 PROCEDURE. � CARLSBAD, CA 92009. HE MAY BE REACHED AT (619) � LOQ-LA 5 5 10 - RICT FOR COSTS AND INSTALLATION R _ IST Q XISTING MATER PRESSURE: 58.0 P.S.I . t 438-0525. (� STRIP SPRAY 15SST - - - 4x24 4x24 4x30 N YSTEM DESIGN PRESSURE: 43.2 P.S.I . r EAK IRRIGATION DEMAND: 47.0 G.P.M. (� WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE , IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE I COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON CHART ABOVE FOR �. ONt tl ) CALSLNSL 2000-12 - 12 SIAiiON AUiOMAiIL 24 I APPROPRIATE RADIUS. V SPRINKLER CONTROLLER "A" MOUNTED WITHIN A MEYERS: (••• - - a MEUG-I-M-285 COMBINATION ELECTRIC METER AND CONTROLLER 1 (� - ✓� _~ ' VANDAL RESISTANT ENCLOSURE. 120 VOLT POWER SUPPLY FOR . HOOK-UP OF AUTOMATIC CONTROLLER SHALL BE THE y RESPONSIBILITY OF THE CONTRACTOR. EXACT LOCATION TO A_I � '( 4•a;AtRf�'r`I�� BE DETERMINED IN TI:E FIELD BY LANDSCAPE ARCHITECT AND ' - `u •l;A c CITY OF RANCHO CUCAMONGA AUTHORIZED REPRESENTATIVE. T.•i t (�� i I tlllinTii TItn1H)t utnt►utn Imtmi _tititillltt t►1lntttttttmttn►im lTtntlml nntlttgi nunTfgltttn'RfRRtI►tttit d I �,/J 1�� /• �"/p :.!� �� ,/ N trrrTrnr�t([rrrrnnrn mnnnnTtlnT►Im niurnulunmm�nnnnllTtttttrrrmnntnmtnnn ►rumnitntr►minrmn►ttt►tmuntnnunit[t y: H__ �. .�FFF+B+' + - .. o, .Z, l 1 Z. J �, �1 i V'LL'A� ry. s ya F � � s � ��` �20 Z � - 1 _ry'Z A �" �- a PROJECT .TOwII.NO SE .1 O i i, Z 3 �� +lz ,� ,h �/ z �,,, 1: 3 LOU. AST �,3. 4 l I I , , I -0%u KT c pif y 3�/ 3 - +t- ¢ . _ g• f ,v/ �H =:A!]�,'•c�Q-r. Y.�a . j 2I.- A-4 KEY MAP 47 A-3 MAINiLNANCE/EMERGENCY ACCESS SHALL BE , CONSIDERED ASA PAYED ROADWAY. PROVIDE 36" „y - MINIMUM COVER FOR MAINLINES, LATERALS -AND �J i = •�....' C11UitC11 T1T CONTROL WIRES. . - -- --,c? _=� s WATER METER # SIZE 2" TURBINE \ H.G.L. 1411 HAVEN AVENUE /�_8 o ti tir ELEVATION 1276 - - _ 135 X.433 58 P.S.1. REMOTE CONTROL VALVE A-'J SIZE I4"_ XAV ev MAXIMUM DEMAND 47 G.P.M. ELEVATION 1277 PRESSURE @ R.-C.V. _ 58 P.S.I. SIZE ITEM P.S.I. 2" WATER METER 0.5 ' r 2" R.P. BACKFLOW DEVICE 7.8 _ -2" GATE VALVE 0.0 DESCRIPTION OF REVISION LATE clTr ----- ----- 2"_____ MASTER VALVE 1.0 R 1 "•20' Nora : rl��s 1 :,:1G;. l� �YSIt. i ,5 t� -- PRESS. REG. -- • BASED UPON A M,`XihIUh1 OF 3" WRIER CITY OF RANCHO CUCA 0NIGA PER WEEK. APPLIED FOR 8 HOURS A II 2 1/2" MAIN LINE LOSS 0.3 ` NIGHT / 5 DAYS A idEEK. _P REMOTE CONTROL VALVE 2.0 TERRA VISTA -- LATERAL LINE 1.4 d. d. Pagano 13664 ----- -- - WATER PRESSURE INFORMATION OBTAINED FROM -- _ FITTINGS LOSS (10%) 0.2 JOHN AT THE RANCHO CUCAMONGA WATER DISTRICT IRRIGATION CONSULTANT -- ELEVATION CHANGE 0.0 ON 12-12-89. 100 WEST FOURTH STREET BANTA ANA CALIFORNIA 02701 TOTAL SYSTEM LOSSES 13.2 I R R I G A T I O N PLAN - (7 14) 836-2363 PRESSURE REQUIRED AT HEAD: _30.0 T [HIS �`,i�JE�-I iZI'.�UIf(�5 U.�t (.. ) :,NL�i.I!S�- IIU� �II�Kt "IGAT104 VALVES HEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, LEWIS HOMES TOTAL PRESSURE REQUIRED: 43.2 SENSOR FOR EVERY FOUR (4) ll' , E.G. ,, �11�NIA [A A CALSENSE MODEL 2000-24 SIA REQUIRES 6 MOISTURE STREET LIGHTS, TREES, ETC.) INTERFERE WITH P�� ' Z�'G� STATIC PRESSURE AVAILABLE: 58.0 SENSORS. PLACEMENT OF MOISTURE SEi�SORS SHALL BE THE SPRAY PATTERN OF THE SPRINKLER HEADS SO �v lA, fl �q�„r APPROVED 8Y: DATE--2--7- 24- 58.0 ATE _ - --- - -- CITY ENGINEER " RC.E N0. 24953 THE RESPONSIBILITY OF THE MAiJUF!CTURER. FOR AS TO PREVENT PROPER COVERAGE, THE �`` 0�•\. REG. PRESSURE AVAILABLE (PRE-SF,'P): -- 11�SIALLATION AND PURCHi',SF I ,rORi;.'•11L'i! C014ACT: IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE v "r DESIGN �T . - RECON EN RESIDUAL WATER AVAILABLE: 14.8 SPRINKLER SYSTEM BY INSTALLING A QUARTER �� `' 11G rrt I^as ? f � ., 1_ANL) �_.LJlvui uv, LTD. CITY RESIDUAL WATER RICH MURRAY CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH s L &capeALThltCC.trir llannin PRESSURE REQUESTED: 15-20 P.S.Q. CALSENSE SIDE OF THE OBSTRUCTION SO AS TO PROVIDE +DAI,E DRAWN �'�-' 175QEasfDeetL°Aventle SHEET � 2075 CORTE DEL NOGAL, SUITE J PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE } menta Ana Deere e92705 Ave CARLSBAD,-CALIFORhi1A 92009 MADE AT NO ADDITIONAL COST TO THE OWNER. �� \ - OH �- � (74�z50 4822 Fax(714) 7522469 __6__oF _ (619) 438-0525 (TYPICAL) f Of � ` E` ED RCE No D AWr NG NO -} � DATE FILE NO 4. PI OJEC I. SHEET/30E- /? SHRUB LEGEND H � OSE D N 1 L PLAN It\!G LFCL 1D ( " 1. ALL TURFGRASS AREAS AS DESIGNATED ON THEE S P• ESPALIERED SYM QTY S I Z 0.C. BOT AN I CAL NAME COM_h ON NA.M E HYDROSEEDED AS FOLLOWS: PLANS SHALL BE GAL. GALLON CONTAINER RIS i 75 5 GAL 4 ' RAPHIOLEPIS INDICA " ' SPRINGTIME ' INDIA HAW1HORN 2. PREPARE SOIL IN ACCORDANCE WITH THE SOIL PREPARATION NOTE. G.C. GROUND COVER SMOOTH ALL SURFACES, FINISH GRADE TO 1' BELOW ADJACENT WALKS HT. HEIGHT EF 4t 5 GAL 5' ESCALLONIA FRADESII ESCALLONIA DRIVEWAYS, Etc. ROIL AREAS TO E71POSE SOIL DEPRESSIONS i L.A. LANDSCAPE ARCHITECT SURFACE IRREGULARITIES. FILL LOW SPOTS AND EVEN L.C. LANDSCAPE CONTRACTOR IRREGULARITIES. LIGHTLY RAKE AREAS PRIOR TO HYDROSEEDING. MIN. MINIMUM OWNER SHALL APPROVE FINISH GRADE PRIOR TO PLANTING. M.T. MULTI -TRUNKED 3. THOROUGHLY MIX AND EVENLY APPLY THE FOLLOWING HYDROSEED MIX O.C. ON CENTER TO ALL DESIGNATED AREAS FOR TURFGRASS HYDROSEEDING: _ RWD. REDWOOD TREE LEGEND CELLULOSE FIBER 30 LBS/1000 S.F. S. L.A. SELECTED BY L.A. SPEC. SPECIMEN SY�� Iq i y Z4�� S11L 1 uriL '' J. �� f�-�: A� ��f1ML C��,!r.J'. �f,rs� 16-20-o AMMONIUM PHOSPHATE ) us/l000 S.F. SP. SPREAD IBDU 31-0-0 SLOW RELEASE 7 LBS/1000 'S.F. BP 6 7 20' BRACHYCHITON POPULNEUS BOTTLE TREE " MG 4 3 6� MAGNOLIA GRANDIFLORA SOUTHERN SOIL SULFUR - '3 LBS/1000 S.F. 'MAJESTIC BEAUTY' MAGNOLIA AG. GYPSUM 25 LBS/1000 S.F. . PLA[��I�G KED' SEED MIX PER LEGEND 12 LBS/1000 S.F. 4. HYDROSEEDED AREAS SHALL RECEIVE SEVERAL' CONSECUTIVE WATERINGS THE DAY OF THE HYDROSEEDING TO THOROUGHLY SATURATE THE SOIL. AFTER THE FIRST IRRIGATIONS, WATEk SHAD BE APPLIED AS OFTEN GROUND . COVER LEGEND AND IN SUFFICIENT AMOUNTS AS CONCITIONS MAY REQUIRE TO KEEP SEE PLANT LIST OR THE SOIL MOIST ABOVE. AROUND AND BELOW THE SEED/RDOT SYSTEMS LT LEGEND AS MAY BE NECESSARY TOR PROPER GERMINATION AND PLANT GROWTH. @SIZE OF PLANT MATERIAL 1 ALL SHRUB AREAS ARE TO BE UNDERPLANTED W/FLATTED GAZANIA S. THE LANDSCAPE SUBCONTRACTOR SHALL RESEED ALL NONGERMINATING GAL�ON OR BOX SIZE OR ERODED AREAS WITHIN (20) DAYS OF INITIAL HYDROSEEDING. . QUANTITY OF PLANT CLUMPING WHITE 8 O.C. TRIANGULAR SPACING. TURFGRASS AREAS SMALL BE FREE OF BARE SPOTS AND FULLY TERIAL f ' I GERMINATED PRIOR TO FINAL ACCEPTANCE. 6. WHEN HYDROSEEDEO TURFGRASS REACHES A HEIGHT OF 2 `, BfGIN MDWING AT A MINIMUM HEIGHT OF 2". REFER TO MAINTENANCE NOTES SEED MIX FOR TURF AREAS SEE HYDROSEED NOTES. FOR ADDITIONAL MOWING REQUIREMENTS. 7. REMOVE ALL ROCKS 3/4- DIAM. AND URGER IN TOP 2" OF SURFACE NOTE: REFER TO SHEET a FOR SOIL IN AREAS TO BE SEEDED WITH TURFCRASS.-_ PLANTING DETAILS a SHEET 12 . FOR PLANTING SPECIFICATIONS. ' 'S. TURF MIX_70 BE COMPOSED'Ot•t (90% FESCUE) (A* JAGUAR, 45% PLACEMENT OF TREES SHALL BE • � •�-' '• APACHE) A_34 BLUEGRASS SOURCE t0� APPROVED BY THE CITY INSPECTOR. I ,Rp PIT:2 104y TRACT 13664- 1 2 23 / r co ALL TREE TRUNKS LESS THAN 5ft FROM 1 ! N HARDSCAPE OR WALKS SHALL BE INSTALLED I` 1 WITH ROOT BARRIERS PER STD. DETAIL r rQ (605 a) REFER TO TREES DENOTED WITH IBI . cl C4 I - -- 24 (� R Is Q 7— A — E F EF l'fid ' beRIs z \ B .,� B n nnnnnrrnnnrmnrttrtrrttn rnnrttnrrrrrrnttrtt tt !( JJpI(II ,;_url rrrnrn nnnmtrm ►trittmrttttmtmrm>►mmtrmtrtrttmrr tttmtttrzurTrlttmtinn rr e' �� r}O=' rte:, /; rrttnmrmrttrrrtnr rnttrr ttK .� _ t( Y Q �. � ; * t • _ s * .� � ,- 34..�.,•.,�u+�.� .�� - i.3 �- - __ ''� ♦ �� t Y ♦ i+ � � � t Y ♦ ♦ ♦ T � / %'% !' � �� 1\ I/ v < -�' �• L� PROJECT i V-1 LL, u. 0 ( # i \ \ p LOCATION B TOWNHO' USE=77 B �._! Ae_ Y:.i._- �...,•�. �•�'• •' 04 . x,. _• - s •• 'O.' .'o oQ'Q:�;yViioc�Y' 'ov U"'Jo�`, :� -15 R'[^• ... ,�.15i F•-• 11 .7 r�_ 1 mom j KEY MAP {� • CIIURCfI 1�4� HAVEN AVENUE �� •� ='�=�, z l t DESCRIPTION OF REVISION DATE CITY APRRovfo CITY OF RANCHO CIBC. . OLA TERRA VISTA 13664 PLANTING PLAN ��Fr1tNIA L /rocLEWIS HOMES APPROVED BY: _e.�. DAT EcQ-7� `�.L_ CITY ENGINEER RC.E N0.24953 DESIGN • RE MEN L,C rlr I?F3 CONMI N, Liu -V Larlt�sc ale a►�hifi^ttrre'F�arming {? tr DRAWN 1750 East Deere Ave.nr)r SHE E T 1 46 �jJ&nta Ana CA 927ff� �I� CHECKED 01/ (714)250-4822 Fax(714) 752-246. D F a vs;N c N o OF CF.LRCE NO • DATE FILE NO Iq I PROJECT SHEET N014 OF 19 R SAT : city of rancho cucamon a STANDARD a% CAARSE RREIJOED KULCK '"'"� 11. SLAKE TREE ►tRPtNOTCVLA>1 TO PREVAILING $ DRAWING MIN• 1�15Ta.NCE wH�aE IZt—cO�uli�ED YIN0. • ,� (p01 FRoM WAI.t. oR WALK BE Z. Putt •[I P 101 TARS IN PLANT CONTAIMCR PRIOR OS PLANTING FOR DosItyAT10N ►VR►OSCS. )' SEW TD FORM DEPRESSED W/N.� Al•k TC. �'PPRO'"EO LNG WATERING BASIN • •.•�':O.' '�.'.•.'I.•. -_ TO► N STAKES -- - - PAIN TRUNK R -- _ -- NATURAL CONCRETE CURB A R R I:I CIT STREET�TREE S N' APART roR BN WITH SMOOTH TROWEL FINISH SlofwA�K � S _ - —'GROW-POWER' PLANT TABS R tt' NAnNtr S.S.l. MANUFACTURER'S RECCMT£MM_Tl01ES I' DIA. LODGE ►OU FINE STAKES 8• LONG WITH Y00D YR[SCRVATIYE STAIN, 1/2" BULLNOSE E o '47f" —BACKFILL MIX PER SPECIFICATIONS A INI" Of INTO UNDISTVRPCD - APPROVED TR(( STAKES EDGE — --- ------- - ------ - - ---- SOLI AN AI LGN STARES OUTSIDE ROC RA _% l. DN _i ...I 1 PEA SPECIFICATIONS _ S rRfl ti11T'lR 1 fi _ _ STAKE 12' � , 2S-- AS - 4 ,o -�D_, - - - ---r-CONTAINER ►CANT ROOT TALL ' ARwA cuAu IN TVNr Auu.s AND FRONT rAnos. •�� ,'�•� - i --� F I N I SH GRADE - _ plc 6' DIA. ►YC ►UtORATEO rl►I • rill VITM �'.: s. C \ --•-PLANT PIT TO IE (2) TIMES THE LEND YASN10 CRVSNED TE IS* FROM MSI rv�l i 1 WIDTH OF THE ROOT BAIL A 12' _ II 1111 0 1 111 LENGTH Of PRE (LOCATE 1S' IAOM TRUNKI i O -.- —, BELOW THE BOTTOM OF THE ANT -� #3 REBAR CONTINUOUS TT BALL __- SUEMAIR � co \\"--.Y ' - • ' .Q- • sl. --- ��°� �' NATIVE SOIL - - ,__ . - �p -__il!iI t9 - It DEEP ROOT DRI CON►Rol'►LANTLR III, R�'"` : � SATURATE AND COMPACT ►,ter ArrR,Y[o EQUAL a• - - '%• SUBGRADE TO 90% PRIOR 1 Q ° pRtvE AP►�AG+K ( s j °` NVQ C �. t Y 111. -Ip YNt REOVIRED OR -�—� ' 1. tIETANGIE MATTED ROOTS it 1005CN[NC All ROOTS AT EDGE OF ROOT BAIL WITH CATER �; 1 +E� OV-POV[RWPLANT TMS PCR ' _ _ ' ` r +• \s `. _.__._ ___ NOSE 40 NOT CRACK ROOT BALL. L Ji KANuu;TV►u s REcoK[NDATIoNs ..• -• , TO POUR _ EOIYIL T PROM T � - nw -"''S--'� �S-�"��Q-''� -'"� '"rL,•� —_- SACKFUL MIX PER SPECIFICATIONS - - - lp-Ayif *�� T 2. PLACE 'GROW-POWER' TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION —NAt1Y[SOIL PURPOSES. c.... .,,. ' ( TYUE AaT eAIL oIAK a �_PLANT TO NOTE: PROVIDE SCORE JOINTS P MAX. 201-00 O.C. SPACING AND r-� Y DTN O/TTMI RRpQT Mll„IS12'� A°-•r--• 1. All OTHERWISE COVER TO Bf PLANTED AT FOWL ACACING (TRIANGULAR) UNLESS SHRUB AND VINE . :ALL THE lottoM Dr THE BOOT AT ALL ANGLE POINTS. 1 OikERVISE INDICATED ON PLANS: SEE LEGEND FOR SPACING AEpU1REMENTS. PLANTING DETAIL. - GROUND COVER ( CITY STD. 605 ) TREE PLACEMENT SPACING CITY TREE STAKING CONIC. MOW STRIA' COBBLESTONES: RIVER WASHED GRANITE - R00"OF-0 C06bt-S-S I TRAIL/SERVICE ROAD I (TO BE APPROVED) NOTE: FINAL RESTING POSITION OF STONES TO BE APPROVED -BY THE CITY INSPECTOR. ' `rr CURB • COBBLESTONE S2OE44RLK �—: 1/2" BULLNOSE EDGE ' � © TURF STONE BY INTERLOCKING Llb P.A. p, a}�, � . ,•o. ° 0. PARKING PAVING STONES C41 •,°� `+ 3/4" CRUSHED AGGREGATE 424 S. MAIN ST. LODI,CA 4524D ' = p -' -�p.��O E ROCK (204) 334-3781 4 #3 REBAR •�. ; • :,C� 7 - 'a; .. .= _ _ + CONTINUOUS •' 1 ,v )off C ' all -Ji ll t ,4c. wok °O a j, }" DIA. BULLNOSE EDGE „r �' °•' } -' °" ��•16t. SATURATE AND COMPACT FINISH GRADE I 3 1/2" NINIMUN ALL SPACES M BETWECIN STONES = •~�•'�3i'*r ?�'`'[ ��•0SUBGRADE TO Sox PRIOR CONCRETE B£0 ? �° ' TO POURSHALL BE �IL.I,EQ WITH GLASS •;• - ''V' MORTAP% I PAFCT CEI+' "Ti NOTE: To ZJ'2 PAdT5 SAND, 2600104 �• COBBLESTONES': MAX. 16" 0 NCIH. 9" 0 P 5 1 pdgt �►N'D ct=rnENT coni - I I i 1 f � 9 Z. �/-5 OF ALL ROCK BELOW GRADE. CRETE. 1 NO "MY- PACK#111 IS AL-L0wED• 43'REBAR CONTINUOUS PROVIDE SCORE JOINTS AT 10' O.C. 3" MIN. SAND BASE AND 3/8" BITUMINOUS, FELT AT COMPACTED SUBGRADE EXPANSION JOINTS AT 20' O.C. PM MF4s STtcS, ONC . • TURF BLOCK r A I . I &LS ' ut a CIOli, SOIL AMENDMENTS of CANT TAE3LET SCHODU« . FOR TURF AND GROUND COVER PLANTING, THE FOLLOWING AMENDMENTS som� '°' "!—'"" ""►! Q BeyisioTrnL Per Derr CreekClnc,Tnny--f/ SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO A fiRO•POWER- PLANTING-7ADLEI-g-101`1 CONIA1NEn-on°Wt{ FiANI3 MINIMUM 6" DEPTH BY MEANS OF ROTORILLER OF EQUAL: CITYDESCRIPTION �F RE � ISIhN DATE APPROVED 1 GALLON CONTAINER RECEIVES................................... '2.2 TABLETS i 1 AMT./1000 SQUARE FEET $ GALLON CONTAIt1ER RECEIVE$....................:.............. 11 TABLEI$ CITY OF RANCHO CUCAMONGA • ° 6 CU. YDS. NITROtiEN STABILIZED ORGANIC AMMENDMENT ' DERIVED FROM REDWOOD SAWDUST, FIR SAWDUST, OR S OALLON CONTAINrR RECEIVE$................................... 0-1/ TABLETS CEDAR SAWDUST 7 GALLON CONTAINER RECEIVES.................:................. 0-10 TABLETS TERRA VISTA 15 LBS. 11-12-12 COMMERCIAL FERTILIZER THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF CONTAINER-GROWN 10 GALLON CONTAttIER RECEIVES.......................................10-/2 TABLETS 13654 ^ TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: PLANTG AND IS GALLON.CONTAINER RECEIVES....................................12-15 TABLETS 6 PARTS BY VOLUME ON-SITE SOIL 20" 24" SOX RECEIVES. 11.1• TABLETS CONSTRUCTION DETAILS 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT """""""""""'•""""""""""' T _ 1 LB. 12-12-12 PER CU. YD. OF MIX 3o'• BOx RECEIVES.......................................'....:..16.10 TABLETS 2 LBS. IRON SULFATE PER CU. YD. OF MIX LEWIS HOMES THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR �6� SOX RECEIVES...............................................1 .20 TABLETS APPROVED 8Y � GATE BACKFILL PURPOSES. PPI- Soft. Re-bO 12- SOX RECEIVES............................................... TAOLETS Z "'"""""•""""""•" CITY ENGINEER ---___ �" ��Z��"'t RCE NO 953_ 4 I6' SOX RECEIVES...............................................22-'1 TABLETS DE SIGN RF LAB WORK PERFORMED BY SOIL AND PLANT LABORATORY, INC., SANTA ANA, , • , 4_ __ OFFICE (714) 558-8333, LAB 148125 ON 3/27/87 FOR LEWIS HOMES, 60" BOX RECEIVES..............................................:22-$6 TABLETS _ Land Concern. Ltd. 1750 EAST DEERE AVENUE SHE E T TERRA YISTA. �Rawh ' LARCEn ZE SIS -•- Fon fACll 112" CALIPER US':*...................... 7-1 TABLET!:. � � SANTA ANA %A 92705> �$� Rik - - PHONE (7� 4)20- 4822 °i - -F -NE; DRAVY NG NO RCE NO .��) U CA T E -- __- — _ FILE NO —! PROJECT SHEET N Ol5 0 F /9 i • (00PMENT TO K INSTAttER Al A NIPIR/N OF 24• /ROM MY STNUCTURCS 01 00*0SCAPING. `', _ ROUND CONC. VALVE ROX B COVER MEN BRAT IS NETT IA A STIUCTwt (11. VAI WTLOTNG, (T{.) NOtIMT TEST COCKS a MARKED 'IRRIGATION GATE' OPEN a N snl[T{ E sta. .. III. ----- CLEAN BACKFILL - SEE SPECS. FOR = L.. 90% COW AC T I ON REQUIRED -c►+Rlstr• FLS B,� A FLEID LID (OR EOt1Al) � .. s - • A A 3- IN PLAh' BEDS FINISH GRADE LIME SIZED CRASS i'••...............�- �Oy KErEuTOR ASSE11NtT MATERIA CHRISTY CONE. CIRCULAR GATE GATE VALVE 1 $BASS rtP►Lt • TYPICAL (4) "115 = VALVE BOX SIMILAR OR EQUAL eRAss • Eu • lrrtcK TO DETAIL X4 MON-PRESSUR£ LATERAL LIME: moi. 40 SMA PIPE IN TITNCH BRASS NIPPLE1_ s Y= "� +u�� — ! I_ ��1-II-i 11I��+ II}�� + =--• FINISH GRADE IaASS rrt STRAtufll vlrM soKsw j!I • BRASS UN IO KAEL SCREEN )�I i. ,a------. QUICK COUPLER VALVE, SEE PLAN AND LEGEND 6"THtCK , Ir WIDE CwtuE Pit PRESSURE .SUPPLY LINE: SCH- 40/CL.315 (L(MGTM VARIES PER MAKUFACTURfA) WIT -- Ili'= SLOPE TO OkAIN AT MINI 21 =T 1 L SNAKE PIPE IM TRENCH BRASS�iGATT VALVE" IIBlI BRASS NIPPLE I I I :111 }� h WITH BRONZE MA!!DkM1IEEL I ' FROM RATER SOt1Kf FINISH an( " - = = !I've LENGTH AS REQUIRED . _ 6" MIN. DEPTH CLEAN PEA GRAVEL ++ = ,I _� ►� ��„ ,' ,� PROVIDE 2' OF CLEAN BACKFILL ��--�-•gib• A, b•• r=ate zir• WASHED CRUSHED BRASS STREET ELL, TYPICAL _ u . •" • ; I AGGREGATE BASET ; :i-' BRASS NT►tLE TYPICAL 12" TYPICAL CONTtZbt MIRES - BUNCK.E AND TAPE BRICK STABILIZER, TYPICAL 1E �� II� � . —' (2I PLAcfs AT 15' O.C. Alio IIiSTALL ADJACENT BRASS NIPPLE 6" MIN. LENGTH � � �JI'� i ilii Iran•=lr• CONCRETE TO PRESSURE SUPPLY LINE / s W. LONaACtIdI THRUST $LOCKS - TYPICAL j LSCH AO PVC MALE ADAPTORS PVC SCH 40 TEE OR ELL aoulys (2) KACES � � ,. SCH 40 PVC HALE ADAPTORS PVC MAIN LINE !�' _ I o is TYPICAL (2) PLACES NOTE: DEPTH AS REQUIRED � LINE To SYSTEM 1. PLACE AGGREGATE PRIOR TO INSTALLATION Of VALVE ROI. V. � i ✓ �-�j �=�- BRASS 10' [ll • MiCX 36" MIN. LEGTH #4 REBAR � STABILIZER, ATTACH W/TWO (2) NOTE: STAINLESS STEEL BANDS 1 . PIGTAIL AND LOOP CONTROL WIRE AT 900 CHANGES IN DIRECTION. ' ORIEN? PARALIEI?O STSL�ICT A GATE VALVE- 3" or smaller QUICK COUPLING VALVE / IN TURF AREA REDUCED PRESSURE BACKFLOW PREVENTOR TYRICAL. TRENCHING — CONC. TAlrl 101 1 PLASTIC COYER IWKtO •IUItATION RCv' 'CARISTY' B9 101 1 FL91) L11 ' MEYERS : 10 SIRINI(Ift - ANGLE PIK Ti Mtuc-►-N-2eetl+closuttt SKCI/IED KFTH VITN 4S• Ells ELECTRIC METER SCM 40 ►YC WE ADAPTOR COLOR CODED MAP FOR VALVE I SCH Ib PVC WON LOCATION INSIDE (PER. SP[C'S.) IRASS NIPPLE ,- ) I ChrSIVIA 1000 CotttMtl.tR WALL MOUNT CONTROLLER - L` MOUNT WITHIN ENCLOSURE. RUBBERCAP / RUIN �IRDJJ DLRCWTTR YtLLOV 120 VOLT WIRE IN RIGID !t[[L 12 sTIUCTURt OR I' IN LAWN AREAS �LItA!-T1TZ� CONNECTORS L — ——J - SUPPLY ONE CONDUIT (PER LOCAL CODE) PER 12 QCV'3 INCLUDING NOSE OSE NARDSCAPING 3' IN PLANT t0s —� ELECTRIC CONTROL V1lrt ON-OFF SWITCH AND 110 VOLT FINSWIVELS. _ _ EXTERIOR OUTI.[T',TU BE PROVIDED RY PLAISN GRADE - INSTALL IN FIRISN GRADE r � CONTRACTOR. /LA1+TiR 1[D ONLY —»- - _ IR M�alws • LOCK NUT �M COMMON WIRE/CONTROL WIRES IN 3" SCH. Ro rvc CONDUIT Is TAIL EXPANSION FGRADE L I —� K• T M d► �'• _ BOOP (MSN. 24' LONG) R" 2' X 3' X i" CONCRETE FOOTINC `- z +I�' - �_ ' -. MIN. 1 INSTALL A MINIMUM 0► ) ABOVE IRASS ANGLE ILOK rb d CKADt AND SLOP[ TOP TO DRAIN SLIP BASE .SOCKET OVER END OF WIRES t VALVE Y/UNION L `a �' a. I�JI AT A MINIMUM OF 2% � .i sTAlNuss STEEL ` �-►Lor � = I.;, BRASS NIPPu :.. . f-t L_" STEP I BRASS 90 [LL SCREW CLAMP = - -;. IRJISS NIPPLE U► 14 DIRECT BURIAL WIRINC TO BRASS 90 - • STRtiT [LL MINIMUM t3) PLACTS a , -- VALVES: BUNDLE AND TAP[ [VERY L STRIP WIRES APPROX. S/B• FROM ENDS-TWIST TOGETHER �Q n BRASS NIPPLE - i" LONG �J 1 3/4' WASHED CRUSHED i�� I ►T. O.C. INSTALL WITHIN MAIN APPLY SEALEQ TO OUTSIDE OF SEALING PLUG-FILL /i RERAN STAKE �! AGW.EGATE LIN[ TRENCH. CAVITY WITH SEALER i BRASS VO' STRItT [LL (2i" LONG) _ —SCH b PYC NIPPLE Notts: STET i s 0—CONTROL 1 C" WIRES 1. INSTALL CONTROLLER PER MFC. PRINTED INSTRUCTIONS� APO PER LOCAL CODES II LPLIT CRIMP SLEEVE OVER WIRE ENDS-CRIMP SLEEVE -• LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTI01 AND CUT OFF EXCESS WIRE f FINISH: 2 COATS AVTIQVtVXnVSIMt-CLOSS [NAME LCOLOR OT&RCITr SCH 40 Pvc S1SAT TEE (� L.—„1 ESSURE SUPPLY LINE 2. COMMON WIU TO it WHIT[ AND CONTROL VIRE TO BE RED 10 COLOR. - PULL BASE SOCKET OIER ENO AS FAR AS POSSIBILE I 3. NO SPLICES SMALL It MAD[ BEMEN CONTROLLER AND REMOTE CONTROL VALVE. STEP j ►-f ,. NAT : i. CONTROL WIRINC SEQUENCE CORRESPONDS TO OPERATING SLQUENCE OF REMOTE CONTROL } _ I. INSTALL CORTI% VALrtS A 01I1111" Of It' PRM STRUCTAfS OR NA D"INC. VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. 1.--PUSH SEALING PLUG INTO BASE SOC%ET 2. INSTALL VALVES i11 RJ(xT BEDS W►ERfrER POSSIBLE NEXT TO SIDfYALKS. SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY - S[[ IRRIGATION PLAN FOR PUSH WIRES TO END OF BASE SOCKET TO ASSURE CORRECT VALYE SEQU[NCt. kri I PRZSSURZ SUPPLY - 3. PLACE VALVE BONGL X AT R(GW AES TO STRUCTURES OR NAPDSCAPING. S. RUN ONE LXTILA WIRE (COLORI ORANCt) TO FARTHEST ACV - FAR FUTURE USE. COMPLETE SEALING OF CONNECTION LIN[ ►t TT t NC - /. PUCE AC4sNt GATE PRIOR TO INSTALLATION 0/ VALVE W1. STEP A L------PRESSURE SUPPLY LIME u S. ATTACH 400ism YALrt IDENTIFICATION TAG WITH APP"IIIIATE Cd1TROLLtR AND QA;49IR) SNAP-TITS WIRE CONNECTOR VALVE NU44R , TO CONTROL W I K• V EMOTECONTROLVALVE WITH � �HUT-OFF VA V NI MASTER VALVE AUTOMATIC CONTRaLLER WIRE CONNECTOR _ L E a U ON/ � 5 GENERAL NOTES • THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES ANO REGULATIONS GOVERNING • DO NOT WILLFULLY INSTALL ANY EGUIF'MEN' AS SHOWN ON PLANS WHEN IT 15 • WHEN THE SPkINfLEk SYSTEM 15 COMPLETED, THE CONTkACTOk, IN THE \,�''�' GSC• OR RELATING TO ANY PORTION OF THIS WOR1 ARE HEREBY INCCR-OR.ATEC INTO OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT PRESENCE OF THE CITY'$ AUTHORIZED REPRESENTATIVE SHALL PERFORM A (1 ) YEAR. ANY DEFECTIVE EO'IFMENT, MATERIALS OR POOR wOkInANSHIP �� M JA� ��F � CITY AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL EVIDENT AT THE TIME THESE CLANS WERE �'REFAREG. ANY SUCH CONDITIONS COVERAGE TEST TO ENSURE I' 15 COMPLETE AND ADEQUATE. THE CONTkACTOk SHALL BE REPLACED OR CORN__ ED EY THE IRRIGATION CONTRACTOR A' NO �. < Df �( k l IN lc RE vISION DATE • ADDITIONAL COST TO THE CITY, ti t� APPROV'FO BE CARRIED OUT BY THE CONTRACTOR, SHALL BE BROUGH' TO THE ATTEN'ION OF 'HE CITY48 AUTHORIZED SHALL FURNISH ALL MA•ERIALS AND PERFORM ALL WORN REQUIRED TO CORRECT cn Z REPRESENTATIVES CRIDR Tu ANY wORt OR 'r+E IRRIGAT:DN CON';.,HC'Of- S.,ALL ANY INADEQUACIES OF COVERAGE A' HIS OWN COST, W LIC. N0. 183 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING ASSUME ALL kESFONSIF:.:'y PD; ANY FIELD CHANGES DEEMED NE�_ESSAFY PY • THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF mCITY OF RANCHO CUC�iIfIONGA ONE HUNDRED EIGHTY (180) DAYS AND SHALL WATER ON A REGULAR BASIS. UTILITIES, STRUCTURES. AND SERVICES BEFORE COMMENCING WORT . THE THE GJTY • THE IRRIGATION CJN'RACTOk SHAL, BE RESPONSIBLE FOR THE COORDINATION •DATE LOCATIONS OF UTILITIES. STRUCTURES AND SERVICES SHOWN IN THESE FLANS OF ON-SITE INSPECTIONS APE APPROXIMATE ONLY, ANY DISCREPANCIES BETWEEN THESE PLANS AND • INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFLCATIONS. TO SE SCHEDULED AT THE FOLLOWING �. _ TERRA V i S T A ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THF L CTY OR LANDSCAPE CONTRACTOR SHAL. BE RE��JN�i ,E TO COr.LY WITH ALL LOCAL CITY AND STAGES OF INSTALLATION: z- ARCHITECT, COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. TF OF CAtIE13664 • INITIAL PRE-JOB MEETING WITH THE QITY AMC LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO • CONTRACTOR SHALL «EEF THE PREMISES CLEAN AND FREE OF EXCESS • THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTOR REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION, EQUIPMENT, MATERIALS. AND RUBBISH INCIDENTAL TO WORK OF THIS • PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACk,FILL OF AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD By CONTRACTOR SHALL REPAIR, AT HIS OWN EXFENSE. ALL DAMAGE RESULTING SECTION. TRENCHES. THE C$TY'S AUTHORIZED kEFRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. FROM DETAILS FROM HIS OPERATIONS OR NEGLIGENCE. • THE SYSTEM IS DESIGNED FOR THE MINIMIM OPERATING PRESSURE AS SHOWN • COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. • 117 VOLT ELECTRICAL POWER SOURCE TO BE PROVIDED BY OTHERS TO THE L E W i S HOMES 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER LOCATION FOR THE AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR TO BE ARCHITECTURAL PLANS BEFORE BEGINNING WORK.. MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE • FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED FOR RESPONSIBLE FOR FINAL CONNECTION TO EQUIPMENT, APPR()Vf ; RYDATfp�- �_-� AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORT PER THE 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO INSTALLATION. PLANS AND SPECIFICATIONS. • ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER CITY E NGINf E w RCE NO 24953_ _ PERFORM THE WORK Z4 INDICATED HEREIN BEFORE BEGINNING WORK. IIF 014 DIRECT BURIAL TYFE. USE RED :NSULA'ED WIRE FOR PILOT AND "t S-Gs i REC NEN;A • THE CONTRACTOR SHALL PROVIDE TO THE CITY . UPON THE COMPLETION OF WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE 3. CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES. AND RELATED • THE CONTRACTOR SHALL NOT ALLOW NOR' CAUSE ANY OF HIS WORT TO BE THE JOB, A SET OF REPRODUCIBLE 'AS BUILT' DRAWINGS, WHICH SHALL BE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 46 FEET QP Y ( .inti Concern. Ltd. EXPENSES WITH THE CITY'S AUTHORIZED REPRESENTATIVE. VERIFIED FOR ACCURACY AT THE TIME OF THE FINAL JOE WAL► -'HROUGH. INTERVALS. PROVIDE TWO EXTRA PILOT WIRES TO THE END C- THE PIPE RUN ._ - ' COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED B� THE Oaawti i T 7`,OEAST DEERE AVEIIC;F SHEET IRRIGATION NOTES IN TWO DIRECTIONS FROM THE CONTROLLER, COIL THE LAST _ FEET OF THE AUTHORIZED REPRESENTATIVE. • A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS.AND THEIR WIRE AND LEAVE IN VALVE BOX. d Pagano SANTA ANA %A 92105 DP "�dE (7 r 4)250- 4822 __9— of j�- • THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS APPkOPkIATE SEQUENCED VALVES SHALL BE LAMINA^ED IN HYLAR AND MOUNTED � IRRIGATION CONSULTANT : NEiREG Dkaw�kG NO FOR DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTING ON THE INSIDE COVER OF THE IRRIGATION CONTROLLERS. NOTES CONTINUE too wt RCE NO_ — {AKTA ANA CAI/-2363 t}T01 L AREAS AS NECESSARY, Lily f.Lf t7 u)036-2363 CoTE FILE NO _—_ PROJECT SHEET NO.16 OF/9 Nm NOTE: OTE: 1. LOCATE HEAD b' FROM WALKS. CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND 1. LDCATE HEAD 6' FROM WALKS, CURBS, HARDSCAPING, NOW STRIP, HEADER BOARD, AND EDGE OF LAIN. 1/2° ABOVE FINISH WADE EDGE OF LAWN. 2. LOCATE HEAD 12" FROM ALL STRUCTURES. 41-POP SHRUB HEAD 2. LOCATE HEAD 6' FROM ALL STRUCTURES. FINISH WADE 3. USE TEFLON TAPE ON All MANE THREADS. ). USE TEFLON TAPE ON ALL MALE THREADS. 1. A. INSTALL HEADS WITH INTERNAL CHECK VALVE AND/OR PRESSURE COMPENSATING FEATURE AS I HARDSCAPING ' (F I PER THE IRRIGATION PLAN. } fil POP-up kOTOR FLUSH IN SEED POP-UP TURF HEAD 1' IN SOD (` lit" :N SOD I" IN SEED FIN �AhE FINISH GRADE INK + T �'I .. _ _ Iiia. T e! U r '_ i i, �� i � • — k ,.L-.. - • III:Illi: LLL. !! ! '•• C - + . NON P RESSURE LATERAL TE RJI II II - _ lI E 1FITTING N Z ---CLEAN BACKFILL - SEE SPECS. FOR X: _ MATERIAL, 90% COMPACTION REQUIRED '- MARLEI 90• STREET ELL - ti - = I; .. • • ,� SAND SCH 80 PVC NIPPLE MARLEX 90• STREET ELL SCH 80 PVC NIPPLE r MARLEX 90 STREET Ell (MINIMUM �" LONG) (MINIMUM 4 LONG) —_ - - ! _ NON-PRESSURELATERAL Lt E SLEEVE E1 SCH 80 PVC NIPPLE PP lE S IZE TWICE DIAMETER OF NON-PRESSURE U E SCM 80 P Y C NIPPLE PP LE TYPICAL AL (2) PLACES SCH 10 PVC TxT 90 ELLSCH 40PYC TcT 90 EllW11 LATERAL LIN 6" LONG) J _3 �� •_ s, SCH AO IVC 90• STREET Ell':I-CONTROL WIRE SLEEVE - SIZE PER PLAN p INSTALL ADJACENT TO PRESSURE SUPPLY N i11 IINE MARLEX 900• STREET ELL IIIA _ . – A—PRESSURE SUPPLY LINE SLEEVE SIZE SCH 10 PYC NIPPLE TYPICAL (2) PLACES NON-PRESSURE LATERAL IINE 't i FITTING � ANTI-DRAIN VALVE AS 1IRE0 TWICE DIAMETER OF PRESSURE SUPPLY ANTI-DRAIN VALVE AS REQUIRED MARLEX 90• Ell 6' TYPICAL LINE MARLEX 90• STREET Ell NOTE: NOTE: 1. LOCATE MEAD So FROM WALKS, CURLS, MARDSCAPINi, MOW STRIP, HEADER BOARD, AND NON-PRESSURE LATERAL LIKE 6 �IN6 EDGE OF 1. ALL SLEEVES TO BE SCH 40 PVC. 2. LOCATE STREAM SPRAYS 6° FROIt ALL STRUCTURES, APO SPRAY MEADS 12' FROM ALL ' 2. EXTEND ALL SLEEVES 12" STRUCTUREBEYOND EDGE OF HARDSCAPING AT BOTH ENOS. S IN SHRUB W AREAS BUT Go FROM ALL STRUCTURES 1N GROUND COVER AREAS. 3. USE TEFLON TME ON ALL MALE THREADS. TYPICAL SLEEVING - HI -POP SHRUB SPRAY POP-UP TURF SPRAY HEAD POP-UP TURF ROTOR 12 i I I ! I 3 MASTER ALVE 30' TO BACKFLOW DEVICE 0 TO � , N ' ,� ..•, 1 X11" ---___--___- — --- —_ • •• At M u -_ - _ n _ � 'SNAP-TITS' ELECTRICAL CO►PIE CTORS JUMBE'1 ,CONC. , VALVE BOX 1' IN TURF AREAS WITH 2-6' EXTENSIONS AND r IN SHRUB AREAS LOCKING COVER. BY AMETEK � FINISH GRADE FINISH GRADE • COMMON WIRE VALVES `y OR EQUAL.Ill I - - COMMDN WIRE - — SENSOR UF14 _. v Fra / CONTROL-- . . WATER-PROW ,, IL AM EXTENSION - CONTROL VALVE CONTROL WIRE CONNECTIONS RY WITHIN I t JUMBO Bt7X ROOT SYSTEM O WIRES K 5 P1pE — . CALSENSE \ AMY LENGTH DIAMEIEIRS _L �A1BLACK IRED MI� - — lD PIPE DIAMETERS j 1.Q r !'k lI AWG WIRE = I I I t �.. F('DI'`I ! �-- WATER F OW IN TO SENSOR L � MAINLIPE d 2-112"f J 2_1/2.. _ ► /z F.M 06W sensor O O M • °�, — EXTENSION MASTER FLOW BLACK-f LOW WATER VAL VE ;ErNMQR _ M VENTER METER - 6• MM � HAVEN AVE.: HARDIE_ 1'/2•CALSENSE -`2" WILKINS 2" PEA GRAVEL 12' .. (,� _. O:�; p DRAIN SUMP CALSENSE RENDITION OF TYPICAL CONTROLLER INSTALLATION CALSFNSE MOISTURE SENSOR CALSFNSF FLOW SENSOR INSTALLATION DIAGRAM►'lltTtG ONLY/ PIAGRA"I. TIC ONLY �IAGIRAMMATiG ONLY 7 NOTES CONTINUE: S' q�y q� DATE CITrDESCRIPTION OF REVISION AP►Rovro Lu LIC. NO. 1283 s, gd C_� CITY OF RANCHO CUCAMONGA • PROVIDE A MINIMUM OF 18" OF COVER OVER ALL PRESSURE MAINLINE PIPE • ALL SPRAY HEADS ADJACENT TO SIDEWALPS, CURBS, DRIVEWAYS. OR OTHER Ti DATE AND 12" MINIMUM OF COVER OVER ALL NON-PRESSURE LATERAL L:NE. TRENCH HARDSCAPE SURFACES SHALL BE INSTALLED ON AN APPROPRIATE - POP-UP BODY BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION AS SPECIFIED ON THE LEGEND AND SET FLUSH WITH THE FINISH GRADE. - PIPE OR EQUIPMENT, IN THE EVENT Of 6ACKFILL SETTLEMENT, CONTRACTOR f T ERRA VISTA RF SHALL PERFORM '= OR REQUIRED REPAIRS AT HIS OWN EXPENSE. • INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF 13664 • RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE of CAO- ' • ALL PIPE LNDER PAVED AREAS IS TO BE INSTALLED) IN A PVC SCHED. 44 SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW J SLEEVE WITH 36" MINIMUM OF COVER, SLEEVE LOCATIONS TO BE AS SHOWN CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. ON PLANS AND INSTALLED PER DETAIL. • • PRIOR TO BACKFILLING IRRIGATION TRENCHES: � ATM DETAN- • ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GkOUNDCOVER LEWIS HOMES AREAS WHENEVER POSSIBLE' AND WITHIN IS" OF THE HARDSCAPE. ALL DUICI • AI_L MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN AN B" 1Z5 PSI FOR A PERIOD OF SIX HOURS. ANY LE"S FOUND SHALL BE T APPROVED 8Y = DA - , DIAMETER CONC,, VAL_vE Dox. CORRECTED BY REMOVING THE LEAk.ING PIPE OR FITTINGS AND INSTALLING CITY ENGINEER 24953 NEW MATERIAL IN ITS PLACE. C E NO _ BEC, ►� N I • All THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL KMA1?E WITH A PVC THREADED COUPLING. ALL THREADED ADAP'ERS AND DESIGN COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. pPLand Concern. Ltd ■ a w " 1750 EAST DEERE AWFlUE SHEE I • CONTRACTOR TO INSTALL AN APPROVED A1471-DRAINAGE DEVICE FOR ALL LOW a �J �� pR6WN S A ANA A � 9270 5 --1Q- _ • S TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. _ WRiGATIONCONSU.TANT �r PHONE (7 14)25-0- 4822 a 12 _ "IwenfOPTHITRrFT CHECKEC DQA*ING NO NMTA AMA CALFOr+,a @:701 RCE No- (714) - , .30 ta.a - --�r DATE FILE NO PROJECT SHEET NO./7 OF - , i I , SPRINKLER IRRiGATION SPECIFICATION'S PARI 1 - GENERAi 1.01 DESCRIPTION • A. Scope of Work: Provide all labor, materials, transportation, and S. the chart shat) be a biaekline or blur line ozalid print aM D. Brass lips and sittings: 0• Mtsca/lanenus Irrigation Equipment 2. Sprinkler heads shall be installed only after flushing of the services necessary to furnish and install the Irrigation System as a different color shalt be used to indicate the area of system hat been accomplished to the complete satisfaction of shorn on the Drawings and described herein. coverage for each stitlon. 1. Where indicated on the Drawings, use red brats screwed pipe i. Refer to Irrigation Plans for sizes and types Of the City of Rancho Cucamonga. conforming to Federal Specification 4'WW-P-351, miscellaneous irrigation equipment. 1.02 QUALITY ASSURANCE i REQUiREMFMT$ 6. Nhtn completed and approved, the chart shall be hermetically J. Sprinkler Meads: seated between two pieces of plastic, each piece being a 2. flttings shall be red brass conforming t0 fedtra 2. All miscellaneous irrigation equipment shall be a specified A. Permits and itis: Th! Contractor shall obtain and pay for any and minimum 20 mils. SDeciflcatlon ItiM P_46p, or aDDroved equal, 1. Install the sprinkler heads as designated on the Drawings. all permits and all ODservatlons as required. Sprinkler heads to De fnstalled in tuts cork :hail be 7. These charts shall be completed and approved prior to final E• Copper Pipe and Fittings equivalent in all respects to those itemized. b. Manufacturer's Directions: Manufacturer's directions and detailed observation of the irrigation system. CART 3 - E)(ECT7TIiJN drawings shall be followed in all cases where the manufacturers of 1. Pipe: Type K, hard tampered 2. Spacing of heads shall not exceed the maximum indicated on articles used in this contract furnish directions covering points D. Operation and Maintenance Manuals: 3.01 OBSERVATION the Drarings. In no case :hail the :Declog exceed the not :noun in the Drawings and Spectflcations. 2. Fittings: wrought copper, solder joint type mart mum recrnended Dy the manufacturer. 1. Prepare and deliver to the City of Rancho Cucamonga within Site Conditions: C. Ordinances and Regulations: All local, municipal and state laws, ten calendar days prior to completion of construction, two 7. Joints shall be soldered rlth silver solder, 45t silver, 1St 3.04 TEMPORARY REPAIRS • and rules and regulations governing or relating to any portion of hard cover binders with three rings containing the following Copper, 16t Zinc, 24Z cadmium, solidus at 1125 f. and 1. All scaled dimensions are approximate. The Contractor shall this work are hereby incorporated into and made a part of these tnforaation: liqutdus at 1115 F. check and verity all size dimensions and receive City of The City reserves the right to make temporary repairs as necessary to � Specifications, and their provisions shall be carried out by the Rancho Cucamonga's approval prior to proceeding with work keep the sprtnkltr system aqulpment 1n operating condition. The Contractor. Anytnlnq contained to these Specifications shall not A. Index sheet stating Contractor's address and telephone f. W to Valves: under this Section. exercise of this right by the City shall not relieve the Contractor of bt construed to conflict with any of the above rules and number, list of equipment with name and addresses of his responsibilities under tM stems of the Guarantee as herein regulations or requirements of the some. Novever, when these lou 1 manufacturer's representative. 1. Gate valves 3" and smaller shall be 125 lb. SMP bronze gate 2. Exercise extreme are In emu eating and working near extstinq specified. Spociti cellons and Dravings cell for or descrlDe materials, valve with screw-in bonnet, nonrising stem and solid wedge utilities. Contractor shall be responsible for damages to workmansnlp, or construction of a better quality, ntgner standard, b. CaUloq and parts sheets on every material and equipment disc. utilities which are caused by his operations or neglect_ 3.05 EXISTING TREES or larger size than is required by the above rules and installed under this contract- Check exlstinq utilities drawings for existing utility 2. Wte valves 3' and smaller shall have threaded ends aM shall locations. Where it is necessary to excavate adjacent to existing tries, the regulations, the provisions of these Specifications and Drawings eemeeContractor shall use all possible care to avoid injury to trees and shall take prcdtnct. e. Guarantee statent. 0e quipped with a bronze M ndvneel. 3. Coordinate installation of irrigation materials including tree roots. Excavation in areas where two (2) Inch and larger roots 0. EMDitnation of Drarings: d. Complete operating and maintenance instruction on all ). Wte valets 3` and Smaller shall bo similar to those pipe, so there shall be dQ interference with utilities or occur shall be done by hand. All roots two (2) inches and larger in major equipment. manufactured by Ntbco or approved equal. other construction or difficulty in planting trees, shrubs, diameter, except directly in the path of pipe or conduit, shall be and ground covers. 1. Due to the stall of the Drawings, it is not possible to tunneled under and shall be heavily wrapped with burlap, to prevent indicate all offsets, fittings, sleeves, etc. which may be 2. In addition to the above mentioned matntenanct manuals, 4. All gate valves shall be installed per lnsti11at1on detail. scarring or excessive drying. Where a ditching machine is run close to required. The Contractor '!hall carefully investigate the provl0e the City's maintenance personnel with instructions 4. The Contractor shall carefully check all grades to satisfy trees naving roots smaller than two (2) inches in diameter, the wall of structural and finished conditions affecting all of his work for major equipment and snot evidence in reeling to the City G. Quick Coupling Vaives: Quick coupling valves shall have a brass himself that he may safely proceed before starting work on the trench adjacent to the tree shall be hand trimmed, making clean and plan his work accordingly, furnishing such fittings, etc. of Rancho Cucamonga at the conclusion of the project that two-piece body designed for working pressure of 150 P.S.I. the lrrfgation System. cuts through. Roots one (1) inch and larger in diameter shall be this service has Drcn rendered. operable with quick coupler. Key size and type shall be as shown as may De required to meet such conditions. Orarings err painted with two coats of Tree Seal, or equal. Trenches adjacent to On plans. 3.02 PREPARATION tree should be Closed within trent four (24) hours; and where lois is generally diagrammatic and indicative of the cork to De E. Equipment to be Furnished: not possible, the side of the trench ad aeons to the tree shall be kept instalird. Tne rOrk shall be installed in such a manner as to N. backflow Prevention Units: A. Physical Layout: shaded with burlap or canvas. ] avoid conflicts between the irrigation system, planting, and 1. SuDD1Y +s a Dart 01 tA1t contract the f011oring tools: arcnttectvral features. 1. backflow prevention units shall be of size and type indicated I. Prior to installation, the Contractor shall stake out all ;.06 FIELD QUALITY CONTROL 2. All work called for on the Dravings by notes or details shall a• Two (2) sets of special tools required for removing, on the IrrlQatfon drawings. Instill back/tor prevention pressure supply 11 nes, routing and location of sDrinkilr be furnished and installed rnether or not sptcif1ca11y disassembling and adjusting each type of sprinkler and units in accordance meth tot Dravings. heads. A. Adjustment of the System: . mentioned in the Specifications. valve supplied on this project. 2. Nye stratntrs at backflow prevention units shalt have • 2. All layout shall be approved by City of Rancho Cucamonga 1. The Contractor shall flush and adjust all sprinkler Aeads for 0. Teo (2) Four foot waive keys for operation of gimme bronzed screwed body with 60 mesh monel screen and shall be prior to installation. ttmum 3. The Contractor shall not r111fu11y install the irrigation op performance and to prevent Overspray onto calks, 0.,------ system similar to Basle /1008 or a proved equal. system as shorn on the Drarings when it is obvious in the y D i. Water Su 1 roadways, and buildings as much as possible. field that obstructions, grade differences or discrepancies DD Y• in arta dimensions exist that might not have been considered c. Two (1) keys for each automatic controller. 3. All pressure mainline piping between the point of connection 2. It it is determined that ad]ustments in the trrlgation in engineering. and the backflow preventer shall be installed as required by 1. Irrigation system shall be connected to rater supply points t ui m p proper and more adequate coverage, the g q. - Such obstructions or differences should De d. One (1) quick coupler key and matching hose swivel for local code. The Contractor shall verify rlth the )oval of connection as indicated on the Dravings. p Pent rill rovtde Drought to the attention of the Ctty of Rancho Cucamonga. In Contractor shall make such adjustments prior to planting. every five (5) or fraction thereof of each type of quick governing body as to material type and installation the event this notification is not performed, the Contractor Ad}ailments may also include changes in nozzle sizes and shall itfVmP full resDonsibllity for any revision necessary. coapting w let Installed. procedures prior to start of construction. Submit shoo 2. Connections shall be made at approximate locations as shorn degrees of arc as required. drawing for approval. on the Dravings. Contractor 1t resDonslble for minor changes 2. The above mentioned equipment shall be turned over to the Caused Dy actual site condlttons. 1.03 SUBMITTALS 3. Lovering raised sprinkler heads by the Contractor shall 0e City at the conclusion o/ the project. Before final 1. Check Valves: accomplished within ten (10) days after notification b the observation can occur, evidence that the Owner has received C. Electra cel Supply: Y Y A. Material list: City, material must be shorn to the City of Rancho Cucamonga. 1. Swing check valves 2" and smaller shall be 200 pound N.O.G. bronze construction with replaceable composition, neoprene or 1• Electrical tonnectlons for autOmatic controller shall be Lade 1. The Contractor shall furnish the articles, equipment, to electrical 4. Ail sprinkler heads shall be set perpendicular to finished materials, or processes specified Dy name in the Drarings and 1.01 PRODUCT DELIVERY, STORAGE AND N/NDIING rubber disc and shall meet or exceed Federal Specification Drawings. Dotnts of connection as indicated on the grades unless otherwise designated on the Draxfngs. Spetlflcations. No suDstttutlon rill bt allowed rlthout prior YM-V-Sip, Class A, Type IY. A. Handling of PVC Pfpe and Fittings: The Contractor is cautioned to rrltten approval Dy the City of Rancho Cucamonga. ves shall be of heavy duty virgin PVC 2. Connections shall be made at approximate locations at shown S. Rain gird EFA-CP-PRS valves will be set per manufacturers exercise care 1n handling, loadtnq, unloading, and storing of PVC 2. An t1-drain val 2. Complete material list shalt be submitted prior to performing pipe and fittings. All PVC pipe shall be transported in a vehicle construction with F.I.P. thread inlet and outlet. Internal on the Drarings. Contractor is responsible for minor changes specification so that tach lateral operates at design which allows the length of pipe to lit flat so as not to subject parts shall De stainless steel and neoprene. Ante-drain caused by actual site condtttons. pressure. any cork. Materiel list shall include the manufacturer, it to undue bending or concentrated external load at any point. valve shall be field adjustable against drarout from 5 to 40 be different, the following is t guide to prober submittal model number and description of all materials and equipment Any section of pipe that has been dented or damaged will be feet of head. Anti-drain valve shalt be similar to the 3.03 INSTALLATION b. Testing of Irrigation System: Dr used. Although manufacturer and other information may discarded and, if installed, snail ba replaced veto new DiDi^9• Valcon `ADV" Or approved equal. be A. Trenching: i. The Contractor shall request the presence of the City's format: J. Control Wiring: Q Authorized Representative in writing at least 48 hours in 1.05 SUBSTITUTIONS advance of testfn 1. Dig trenches straight and support DiDe continuously on bottom 9• Lttm�14� Description M�nyfiLlyTtL tlQQC1�_ A. If the Contractor wishes to substitute any equipment or materials Except as noted otherwise, connections between the automatic of trench. Lay pipe to an even grade. Trenching excavation 2, Test all pressure lines under hydrostatic pressure of 150 for Loose equipment or materials listed on tot Orarings and controllers and the electr': control valves shall be made shall follow layout indicated on Drawings ano as noted. D Y 1 Backflow Preventer Febco 825Y per square inch, and prove watertight. Spotlit cellons, he My 0o so by providing the following with direct burial topper vire AMG-U.F. 600 volt. Control pounds 2 Automatic Controller Caisense 2000 Series information to the Ctty of Rancho Cucamonga for approval: wiring installed in control wire conduit within structure 2. Provide for a minimum of twenty-four (24) inches cover for shall be made with AWG-TW solid copper wire. Pilot wires pressure matnllnes 3" and larger. 3 Gate Valve NiDco 1-113 Note: Testing of pressure mainlines shall occur prior to 1. Provide a statement indicating the reason /or making the shall be a different color vire for each automatic installation of electric Control valves. 4 Etc. Etc. Etc. substitution. Use a separate sheet of paper for each item to controller. Common wires shall be wnite with a different 3. Provide. for a minimum of eighteen (18) inches cover for all De substituted. color strip! for lath automatic controller. Install in pressure supply lines. accordance with valve manufacturer's specifications and wire 3. All piping under paved areas shall be tested under Irrigation submittal must be specific and complete. All 4. Provide for a minimum cover of twelve (12) inches for all hydrostatic pressure of 150 pounds per square inch, and items must be listed and should include solvent/primer, wire, 2 Provide descriptive catalog literature, performance Charts chart. In no case shall circ size be less than /11. non- ressure lines. proved waterti ht, rtor to avin etre connectors, valve poxes, etc. No copies of and floc charts for leen item to Dt substituted. D r Q 2. Wiring shall occupy the same trench and shall be installed manufuturer s literature (catalog cuts) are required as S. Provide for a minimum cover of eighteen (1B) inches for all 4• Sustain pressure in lines for not less than six (6) hours. submittal Inlormatfon. 3. ProvlOe the amount of Cost sartngs if the suDstttuted item Is along the same route as pressure suDDIY or lateral lines control rlrin Q If leaks develop, replace joints and repeat test until entire aDDroved. wherever possible. Q system is proven watertight. 3. Th! COntraCtOr may submit substitutions for equipment and g• Th! Clty of Rancho Cucamonga shall laevo the sole resDonsiD111ty to 3. Where more than one (1) vire is placed in a trench, the 1. lackf1111ng: materials listed on the Drarings by following procedures as S. All hydrostatic tests shall bt made only in the presence of outlined to Section 1.05 of the lrrlQatton SDectficellons. accepting or rejecting any substituted item as an approved equal wiring shalt De taped together at inter w is of fifteen (15) ft. 1. The trenches shall not be backfilled until all required tests the General Contractor, or the City of Rancho Cucamonga. No to those equipment and materials listed on the Drarings and Specifications. 4. An txpanslon curl shall be provided within three (3) feet of are performed. Trenches shall be carefully backfilled with D1pe shall be backfilled until it has been observed, tested 4. Equipment or Materials installed or furnished without prior each wire Connection. Expansion curl shall be of sofficient the excavated materials approved for backfilling, consisting and approved in veiling. approval of the City of Rancho Cucamonga may be rejected and 1,06 GUARANTEE length at each splice connection at each electric control of earth, loam, sandy clay sand, or other approved the Contractor required to remove such materials from thematerials, free from large clods of earth or stones. Backfill 6. Furnish necessary force pump and all other test egvlDment. site at his own expense. waive, so that in case of repair, the valve bonnet may be shall be mechanical) p y A. The Guarantee for the irrigation system shall ba made in Orougnt to the surface runout dlsconnecttng the control y compacted in landscaped areas to a dr accordance with the attached form, the General Conditions and tires. Control rues shall be laid loosely in trench without density equal to adjacent undisturbed soil in planttnq 7. When the irrigation system is completed, perform a coverage S. Approval of any item, alternate or substitute indicates only areas. Backfill will conform to ad aeons rade: without test in the presence of the City of Rancho Cucamonga, to that the product or roducts apDarantl meet the requireme^tt Supplementary Conditions of these Specifications shall De filed stress or stretching of control Wirt conductors. j Q dttermine if the rater Covera a for lantln areas is P Y dips, sunken areas, humps or other surface lrregularitlts. 9 D 9 of the Drawings and Specifications on the basis Of the with the City Drtor t0 acceptance Of the gation fYstem. 9 Complete and id equate. Furnish ail materials and perform all lnformatlon or samples submitted. . ranular material backfill will be initial) i Y 9 S. A ropy of the Guarantee form shall b! included 1n the operations S. All splices shall be made with Scotch-Lok /3576 Connector 2 A fine Sealing Packs, RainDlyd Snap-Tito circ connector, or approved Q y placed on cork required to correct an inadequ acies of Covera a due to and maintenance Manual. equal. Use one splice Der connector sealing pack. all lines. No foreign matter larger than one-half (112) inch deviations from plans, or where the system has Deen willfully 6. Manufacturer's warranties shall not relieve the Contractor of in size rill be permitted in the initial backfill. installed as indicated on the Drawings when it is obviously hit liability under the guarantee. Such warranties shallC, The Guarantee form shall be re-t Ded onto the Contractor s inadequate, without bringing this to the attention of the one supplement M e wrantee. Y i. Field splices between the automatic controller and electrical y Q letterhead and contain the following information: Control valves will not be alloyed without prior approval of 3. flooding o/ trenches will be permitted only with approval of City of Rancho Cucamonga. This test shall be accomplished the Cit of Rancho n Cucamoa. the City of Rant no Cucamonga. before any ground cover is planted. 1. Record Drarings: Y 4 GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM K. Automatic Controllers: 4. If settlement occurs and subsequent adjustments in pipe, 8. Upon completion of each phase of cork, entire system shall be 1. Tne Contractor oha11 provide and keep uD to date and complete calves, sprinkler heads, lawn or 1 a record set of blue line ozalid prints rhtch shell be We hereby guarantee that the Irrigation system we have furnished planting, or other tested and adjusted to hoot site requirements. Corrected dally and snow every change from the original and 1^stalled Is tree from defects in materials and workmanship, 1. Automatic controllers shall be of Size and type :noun On the construction are necessary, the Contractor shall make all dnwings and specifications and the exact installed and the work has been completed in accordance with the Drarings dravings. required adjustments rttnout cost to the U ty. 3.07 MAINTENANCE locations, sizes, and kinds of equipment. Prints for these and Specifications, ordinary rear and tear and unusual abuse, or r neglect excepted. We agree to repair or replace any defects in 2. final location of automatic controllers shall be approved D C. Trenching and 8ackfiii Under DavfnQ: A. The entire irrlgatton system shall De under full automatic pu Doses may sit obtained from the City of Rancho Cucamonga at material or rorkmansNlD which ma develop Burin the period of one y operation fora period Of seven (7> days prior to any planting. cost. This set of drawings shall De kept on the site and y Q the City of Rancho Cucamonga. 9 D year from date o/ acceptance and also to repair or replace any 1. concrete. located under ands where paving,backfilledwith Concrete shall bt used only as a record set. damage resulting from the repairing or replacing of Such defects or concrete, will be installed tna11 De backfilled vitn sand B. The City of Rancho Cucamonga reserves the right t0 waive or 9 Q 9 D 9 3. Unless otnerrtse noted on the Dravings, the 120 volt (a layer six (6I inches below the pipe and three (3I inches shorten the operation period. at no additional cost to the City. We shalt make such repairs or electrical ower to the automatic controller location shall 2. These drawings shall also serve as work progress sheets and D replacements within a reasonable time, as determined by the City, be furnished b above the pipe) and compacted in layers to 95% compaction, shall De the basis for measurement and payment for cork y others. The final electrical hook-up shall using manual or mechanical tamping devices. Trenches for " completed. These drawings shall be available at all times after receipt of written notice. In the event of our failure to be the responsiDfiity of the Contractor. 3.08 CIEAN-UP 9 make such repairs or replacements within a reasonable time after piping shall be compacted to epual the compaction of the toe observation and shall be kept in a location designated line recei t of written notice from the Cit re autnorize the Cit to existing adjacent undisturbed soil and snail be left in a Clean-Up shalt be made as each portion of work progresses. Refuse and the City of Rancho Cucamonga. Should the record blue tine D y• Y L. Electric Control Valves: record draring progress sheets not De available for review or proceed to have said repairs or replacements made at our expense firm unyielding condition. All trenches shall be left flush excess dirt shalt be removed from the site, all walks and paving shall not be up-to-date at the time of any observation (refer to and re rill pay the costs and charges therefore upon demand. 1. AiT electric control valets shall be the same size and type with the adjoining grade. The Contractor shall set in place, be broomed or washed down, and any damage sustained on the work of Section 3.10 - Inspection Schedule), it rill be assumed no Shorn on Dravings. Cap and pressure test all piping under paving prior to the others shall be repaired to Its Original condition. work has been completed and the Contractor rill be assessed paving cork. the cost of that site visit at the current billing rate of PROJECT: 2.. All,- electric control valves shall have a manual floc 3.09 FINAL OBSERVATION PRIOR TO ACCEPTANCE the City of Rancho Cucamonga. No other observations shall adjustment. 2. Generally piptnQ under existing walks is done by jacking, take place prior 4o payment of that assessment. LOCATION' boring or hydraulic drtving, Dut there any tutting or A. The Contractor shall operate each system in its entirety for the 1. Provide and install one control valve box for each electric breaking of sidewalks and/or concrete is necessary, it shall City of Rancho Cucamonga at time of the Final Observation. Any 3. The Contractor shall make neat and legible notations on the SIGNED: control valve. be done and replaced by the Contractor as a part of the items deemed not atceDtabie by the City of Rancho Cucamonga shall record driving progress sheets darty as the work proceeds, contract cost. Permission to cut or break sidewalks and/or be reworked to the complete satisfaction of the City of Rancho shoving the work as a_tually installed. For example, should ADDRESS: M. Control Valve boats: concrete shall be obtained from the City of Rancho Cucamonga. a piece of oqulpetnt De installed in a location that does not Cucamonga. No hydraulic driving will be permitted under match the plan, the Contractor must indicate that equipment PNCME' DATE OF ACCEDTANCE: concrete paying,1. Use B 1/2" I.D. x it 3/4" round concrete valve boy vith B. The Contractor shall show evidence to the City of Rancho Cucamonga has been relocated to a graphic manner so as to match the Fibrelyte lid for all gate valves. Extension sleeve from that the City has received ail accessories, charts, record originalsymbols as indicated 1n the irrigation legend. The valve box to gate valve shall be PVC Schedule 40 - 6' ■inlmum 3. Provide for a ■inlmum cover of eighteen (11) inches Detvetn drawings, and equipment as required before Final Observation can relocated equipment and dimensions will then be transferred CERT 2 - PROD(1[TS size Valve box shall be similar to Christy "FB Box" valve the top of the pipe and the bottom of the aggregate Dase for occur. to the ortQtnal record drarfng plan at the proper sloe. box with Christy "FCBD" ltd or approved equal. all pressure and non-pressure piping installed under 2.01 MATERIALS asDhaltic concrete paving, 3.10 OBSERvaTION SCNEDUIE 4. Before the date of the final observation, the Contractor 2. Use 1D 5:8" x t7 1//' corttrcte rectangular box with fibrelyte shall trans ter alt information from the •record drarin A General: Use only new materials of brands and types noted On i, 0. Assemblies: Q` Drawings, sDeclfled herein, or approved equals. 11d for all electr _ control valves. Valve box snail be A. Contractor shall be responsible for notifying the City of Rancho IA tints to a sepia ■ lar or similar ■ lar material rotund simile- to Christy '69 Box" with Christy "FL90^ id or Cucamonga in advance for the following observation meetings, ��N LA ANOf P Y Y D 1. Routing of sprinkler irrigation lines as indicated on the V. �O �� i� SA from the Cit of Rancho Cucamonga. All work shall be in approv90 eoual according to the time indicated: ` C Y 9 b. PVC Pressurt Main len! Pipt and flttings: Drawings it diagrammatic. Instill lints (and various wterproof India /nk and applied to the mylar by a technical 3 Insta i assemblies) in such a manner as to conform veto the details cath remote control va ve in a separate valve box. 1. Pre-Job Conference - 7 days W �� pen made exDressiy for use on ■year material. Such pen snail 1. Pressure main line piping for sizes 2` and larger, shall be Each va',ve hamper shall be heat branded on valve box top with In the Dravings. O be similar to roost manufactured by Rapidograph, Kueffell i PVC Class 315. 2" tall letters. Branding unit avatiable from Mydroscape 1. Pressure supply line installation and testlnq - 18 hours •n ��• (�Q, 1?�3 Esser, or FMDcr G stela. Tne diaenslons shall be made so as 2. Install no multi le assemblies in 'r to be Basil readable even on the final controller chart (see Products, Inc., phoo� number (714) 639-1850. D plastic lines. Provide cz =., Y 2. Class 315 pipe shall be made from an NSF approved Type 1, each assembly with its own outlet. w Section C). The original ■ lar `record drawing' inn shall be 3. Automatic controller Installation - 48 hours T 9 Y 9" D Grade 1, PVC compound confor■fnq to ASTM resin specification w Sprinkler Needs: _ - .�0 - SUDmltted to the ClF; CnA ty of Rancho Cucamonga for approval prior 01)81. All pipe Mast meet requirements as set forth to 3. Install all assemblies specified herein in accordance with 1. Control wire installation - 48 hours �T�G'ii - d d P "1 '10 to the completion of the controller mart. Federal Specification PS-22-70, with in appropriate standard respective detail. In absence of a detail Dravin Or 1. All sprinkler heads shall be of the same size, type, and 9 dimension (S.D.R.) (Solvent-veld Pipe). Specification pertaining to a zpeciftc item required to S. The Contractor snail dimension from two (2) permanent points deliver the same rate of preclpitatlon with the diameter for S. Lateral line and sprinkler installation - 48 hours radius) of throw, pressure, and discharge as shorn on the complete the cork, perform such cork In accordance with best IRRIGATION CONSULTANT of re/erence, bu1101nq corners, side w lk, or road D 9 standard r it $ot well rover"en6ttr 3. Pressure main lint piping for sizes 1-112' and smaller shall practice tete rite prior approval Of the City Of RanCnO intertectlons, etc., the location of int followlnq stews: dravings and/or as specified in these special provlslons. 6. Coverage test - 48 hours Sj be PVC Schedule 40 rlth solvent voided joints. Cucamonga. rQT OQ� ("41,ase x563 ma+rr•ANA curorer+!. #2701f C a. Coof Al1�nnection to existing water lines. 2. Spray heads shall have a serer adjustment. 7. Final Observation - 7 days 1. Schedule 40 pipe shall be mad! from NSF approved type 1, 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, •--• b. Connection to exlsting electrl u1 power. Grade I PVC compound conforming to ASTM resin specification dust and moisture before installation. Installation and Y y 3. Riser units shall be fabricated 1n accordance with the B. When observations have been conducted b other than the Cit of 01785. All pipe must meet requirements as set forth in details shorn on the drawings. solvent welding methods shall be as recommended by the pipe Rancho Cucamonga, show evidence in writing of when and by whom e. Wte valves. Federal Specification PS-21-70. and fitting manufacturer. these observations Wert made. S. PVC solvent-veld fittings shall be Schedule 40, 1-2, II-I RSi 4. Riser nipples for all sprinkler heads shall be the same size $. On PVC to metal connections, the Contractor shall work the d. Rovting of sDrtnkier pressure lines (dimension max. as the riser opening In the sprinkler body. C. No site observations will commence without "As-Built" record CITY aDDroved conformtn to ASTM tett roctdure 02166. Mmta1 connections first. Teflon tape or approved equal, 100' aeon routtn ). Q D drawings. In the event the Contractor calls for a site visit DESCRIPTION OF REVISION DATE 9 9 snail be used on all threaded PYC to PYC, and on all 9 APRROYED 6. Solvent cement and peewee for PVC solvent-veld pipe and S. All sprinkler heads of the same type shall De of the same without "As-Built" record drawings, without completing previously !. Sprinkler control valves. manufacturer. threaded PVC to metal joints. Light wrench pressure is all fittfngt shall br of type and lnstallatlon methods OroscrlDeO that is required. Where threaded DVC connections are noted corrections, or without preparing the system for said visit, RANCHO CU/� (/�) (/'� Oy the manutu to nr, required, use threaded PVC adapters into which the pipe may he shall t responsible for reimbursing the City of Rancho CITY O �M/ �M�A f. Routing of control rlrtnq and locations of all sDTice 0 Identification Tags re solvent welded. Cucamonga at his Current billing rates per hour portal to portal poxes' 7. All PVC pipe must ONr the follovlrtq markings: (plus transportation costs) for inconvenience. No further site 0 1. I.D. tags for electric control valves shall be manufactured E. Line Clearance: All lines shall have a minimum clearance of visits will be scheduled until this charge has been paid and g. Quick couDllnq r+lues• from Polyurethane Behr Desopan. Use Christy's standard tag received. I a. Nanufacturer's name tredve (12) inches from each other and from lines of other TERRA V S T A hot stamped with black letters on yellow background. Tags b. MOminal plpt size shall be numbered to match programming thorn on the trades. Parallel itnes shall not be installed directly over one A. Stub-outs for future connection. P 9 Q C. Schedule or class another. d. Pressure rattnq in P.S.I. dravings. Provide one tag for earn electric control valve. t. Other rotated equipment as directed 0y the City of e. MSf (National Sanitation foundation) aDDr�+I 2. Special order tags from T. Christ Enterprises. 1211 Struck F. Automatic Controller END OF SECTION Rancho Cucamonga. f. Date of extrusio13664 n � g Y D Avenue, Orange, CA 92667. Phone (714) 771-4142. Install ai per manufacturer's instructions. Remote control valves f. On or before the daft of the Stone obstrvatlon, the b. All fittings shall Dear th♦ manufacturer's name or trademark, P Vandal Resistant Controller Enclosure: shall be connected to controller in numerical sequence as shorn on Contractor shall deliver the corrected and completed :opens material deslgnatlon, size, eDDlicaDie I.P.S. schedule and the Dravings. ' IRRIGATION SPECIFICATIONS to the City of Rancho Cucamonga. Delivery of the sepias rill MSF seal of approval. 1. Controller enclosure snail be of size and type shown on the not relieve the Contractor of the responsibility from he irrigation drawings and frrlgatlon detail sheet. G. Nigh Voltage Wiring for Autanatic Controller: It' LEWIS H O M E furnishing required information that May be omitted from the C. PVC Non-Pressure Lateral line Piping: prints 2. A backboard shall be secured to the controller enclosure I. 120 volt power connection to the automatic controller shall 1. Non-Pressurt buried lateral line Piping shall be PVC Schedule housing to provide a base for wovnting the automatic 0e provided by the Contractor. A P P R OV E D BY. OAT C. Controller Charts: 40 rlth solvent-veld joints then installed in plantlnq areas. sprinkler controller and terminal strip. E /7 7 9� :. All union a th work snail conform to locel cocci, ordinances, CITY ENGINEER euvk- olrap_ RCE NO 14953 1. As-built drawings shall be approved by the City of Rancho t. Non-pressure lateral line piping installed under paved areas 3. A 117 volt duplex Dox :hail be provided with and On/Off and union authorities having jurisdiction. Cucamonga before Controller cMrts are prepared, shall be PYC Schedule 40 with solvent welded joints. twitch, and 117 volt receptacle. Metal conduit shall run - - �_ -___. . �. ------ - - --_ - --- _ from the 117 volt suDDIY to the controller housing. All N. Remote Control Velvet: DE SIGN PRI -MVE E 2. ►rovlde one controller chart for each corttrollar Supplied. ]. Pipe shall be made from NSF approved, Type 1, Grade II PVC power rithln the housing shall be properly phased. compound con/moot to ASTM resin specification 01784. All I. Install there shown on the Dravings. When grouped together, M C and CoCIG ern, Ltd. 3. The chart shall ahoy W arta controlled by the automatic Pipe must Net roquirlmtnts set forth to federal 4. A terminal strip shall be provided, clearly indtcattnq the allow at least twelve (12) inches between valves. Install controller and snail be the maximum ilio which the controller Specification PS-22-70 with an approprtate standard dimension proper points of connection of all appropriate wiring tach remote control valve 1n a separate valve box. des a� door will allot. ratio. (station valves, master valve, common, central control.) DRAWAf 750 EAST DEERE AVENUE : I. flushing of System: 4. The chart Is to be a reduced drarfng Of the actual installed 4. Except as noted in paragraphs i, 2 aM 3 of section 2.011, EP SANTAANACA 92705 --ti-OF _ system. However, in the event the controller sequence is all requirements for non-pressure lateral line plpr and I. After all new sprinkler pipe lines and risers are in place (714)250-4822 not IeglDle Then tM Orarinq is reduced, 1t sM 11 pe fittings shall be the same as for solvent-weld pressure main and connected, all necessary 0lversion work has been enlarged to a size that will be readable when reduced. line Dip# and fittings as set forth in section 2.016 of these C►iE C K E 0 D R AWiN G NO completed, and prior to Installation of sprinkler heads, the R C E NO �� J Specifications. tontroi valves shall be opened and full head of water used to D.P. PAGANO GATE SILE lV0 _L-L�L�_ flush out the system. PPCGT ' ' I I NCS./8 OF/9 , • f CONCRETE 10 .CONCRETE FINISHES E. Plant List - is indicated on drawings. 14.PL.ANTiNG VINES, SHRUBS, AND GRIMM COVERS B. Fertilization - Fertilize three (3) weeks after planting with 5 1 SCOPE Flat surfaces shall be screeded to the required levels and slopes and FSites of Plants Shall be as stated on the Plan. Container A. Vines and shrubs shall be planted in pits at least 18" greater pounds 16-6-8 per 1,000 sq. ft. ; fertilize thereafter every . - then any excess water and laitance removed. Concrete shall be stock 1-ga lon, 5-gallon, and 15-gallon) shall have been grown in diamter than their ball of earth and at least 12" below the thirty (30) days. compacted with a grid tamper and then floated to a true level surface bottom of the ball. Compacted soil at bottom of pit shall be Furnish and install all concrete work complete as indicated on the in containers for at least one (1) year, but not over two years. . within the tolerance of 1/8" along a 10" straight edge. t oseded and the it filled with r drawings and specified including: Q p 'p epared sots" to the bottom C. Disease and Pest Control - for Control of slugs and snails, G. Substitutions - Substitutions for the indicated plant materials of the ball. When the plant has been properly set, the pit app y ppeTletiied tricalcium arsinate 5% by weight and See plans for concrete finish in'landscape areas. P shall be filled to the required grade with "prepared soil" and metaldehyde 5't by weight as per manufacturer's recommendations A. Furnish-and get all reinforcing steel, bolts, and anchors. will be permitted provided the substitute materials are approved in advance by the L.A. and the substitutions are made at no thoroughly settled by tamping and watering. All vines shall be two (2) weeks after installation. B. Install all items required by other trades which are to be cast into 11, EXPANSION JOINTS additional cost to the Owner. Except for authorized variations, removed from stakes, untied, and securely fastened in an xce -concrete. all substitute plant materials xce t conform to the approved manner to the wall, fence, or other surface next to for control of cutworms and other soil insects, apply Metro Placement of expansion joints shall be as directed and determined by which they are platned. brand soildrin as per manufacturer's recommendations two (1) layouts of slab markings noted "E.J." on drawings. Expansion joint requirements of these specifications. If the accepted substitue weeks after installation. This product contains Dieldrin, C. Concrete mow strips, footings for walls, fencing, benches, etc., material shall be Quick Joint, ora roved equal, or as noted in materials are of a less value than those indicated or specified, where applicable. pD q B. Prepare a depressed water basin as wide as plant balls at each lindane and Phosphorothioate. DD Plans. the Contract price will be adjusted in accordance with the plant. Water thoroughly, backfilling any voids with additional provisions of the contract. 2. GENERAL prepared planting mix. Exterminate gophers and moles and repair damage. 12, PROTECTION H. Plants Not Approved - Plants not approved are to be removed from C. Ground Covers D. Pruning - All shrubs and trees shall be in All requirements of subsection 3.31 standard specifications for site immediately and replaced with suitable plants. The L.A. -�9 pinch pruned as Public Works construction, shall applyexcept as specified herein. All finished concrete work shall be barricaded to pedestrian traffic necessary to encourage new growth and to eliminate rank Sucher D y D y and/or City reserves the right to reject entire lots of plants (1) Pits for flat sized plants to be at least 6"x6"x6". Ground growth. Old flowers, and dead foliage and limbs shall be for three (3) days. Barricades shall be laced immediately after represented by defective samples. 3. MATERIALS concrete finishing. Contractor shall furnish, place, and remove all cover areas shall be moistened prior to planting. No flat removed. No major pruning shall be done without the approval of of his own barricades. Contractor shall be responsible for any plants shall be planted in dry soil. the city maintenance inspector. A. Portland cement shall Conform to ASTM-CI50, Type 1 or Type 11 , damage to new construction and replacement-or repair of the work 8. FERTILIZERS AND SOiL. CONDITIONERS shall be made without added cost to the City. (2) Set plants in center of pits so that crown of plant will be E. Weeding - All planting areas including lawn, groundcover and Samples of all soil ammendments, sod and plants shall be submitted for level with finish grade after settling of soil, then Shrub areas shall be kept weed-free at all times. Weeds shall B. Concrete aggregate shall conform to ASTM-C33. inspection and stored one the site until furnishing materials of is backfill and water. 1 3 PATCHING completed. Delivery may begin upon approval of samples or as directed by De dug out by the roots and disposed of off site. C. Water shall be clean, free from strong acids, alkali, oil or organic L.A. and the Ci' . matter. (3) Flatted plants shall be well-rooted with runners at least Upon completion of the 180 day maintenance period, the Contracot if patching is necessary and permissible, a bonding agent such as 4" but not more than 6" in length. shall fertilize per 026 - lawn Maintenance and 127 GroundcoverS Meld-Crete, or equal , shall be used. A. Organic fertilizer shall De processed sewage sludge with a and Shrub Area Maintenance of these specifications. D. Admixture for all formed concrete shall be SIKA Chemical Corp's minimum content of It nitrogen and 21 Phosphoric Acid similar to 1 5 TREES AND ViNES OC C1MG IN LAWNS "Plastiment" or approved equal, applied in strict accordance with "Nitrohumus". Method of processing shall not destroy normal manufacturer's directions. 14. CONCRETE CURBS bacterial content. 26. GUARANTEE AND REPLACMENTS - Trees and vines occurinig to lawn shall be planted before final E. Reinforcement: reinforcingsteel ASTM-A15 and ASTM-A305. Construct concrete curbs at locations shown on Plans as detailed, preparation of those areas. A. All shrubs and groundcover shall be guaranteed by Contractor as true to line and rade, as approved D the local Count or Cit Use B. Nitrogen stabilized sawdust slat) be bulk, with the following y (90) days after Wirefabric: ASTM-A185. 9 p y Y Y• to growth and health fora period ofninety naturalre Portland cement concrete, 2000 psi compressive strength. nitrogen content based on dry weight: 9 yorancemecoce, D com p 9 . 16, CARE OF PLANTS BEFOR-AND DU�'RJCi PLANTING completion of the specified maintenance period, and/or final F. Forms Locate expansion joints as detailed or shown, and as directed, at acceptance by the city All trees up to 20" box size shall be intervals not to exceed fifteen feet (15' ). Finish with steel 0.7% for Redwood Sawdust plants shall not be allowed to dr out before or while beim planted.tT lumber shall De "Construction grade" douglas fir. 0.11 for Fir Sawdust y 9 P guaranteed by Contractor to live and grow in an acceptable , y 9 9 trowel, then brush with bristle brush parallel to face or edge. Kee exposed y peat moss or burlap at upright position for a period of six (6) months after completion (7) Plywood used for forming small be at least 5/8" thick, and edge 1.Os for Bark or Pine Bark or Mixure D p sed roots moist D means of wet sawdust, sealed. all times during planting operations. Do not expose roots to the air of the specified maintenance period, and/or final acceptance by 1 5. CLEAN-UP Salinity The saturation extract conductivity shall not exceed except while being placed in the ground. Wilted plants, whether in place the city. Trees in 20" boxes or larger, and all field grown G. Expansion joint filler shall conform with ASTM-D1751 (premolded). 35 pity- T h / at at ?SC. or not, will not be accepted and shall be replaced at the Contractor's specimens shall be guaranteed by Contractor to live and grow in . Upon completion of all concrete work and before final acceptance, expense. an acceptable upright position for a period of one (I) year Contractor shall remove all tools, surplus materials, apparatus, after completion of the specified maintenance period, and/or 4. CONCRETE debris, etc., from the site and the site shall be left in a clean. Commercial fertilizer shall be delivered in sacks with manufacturer's 17,W ATEMG BASINS city acceptace. neat condition acceptable to City. A. Quality label showing weight and analysis attached to each sack. A. Construct a firmly compacted mound of soil around each tree end B. All plants that show signs of failing growth at any time during (1) Contractor assumes responsibility for the design mix and 9. STAKING MATERIALS plant to form a watering basin at the edge of and following the the life of the Contract, includir the maintenance period or guarantees the specified ultimate strength as indicated or wshape of the planting pit area. Mounds for trees and for vines those plants injured or damaged as to render them unsuitable for specified herein. LANDSCAPE CONSTRUCTION A. Tree staking shall be as per detail. from 5-gallon or larger containers, otherwise specified shall be the purpose intended, shall be immediately replaced in kind and � (2) Concrete, minimum 28-day ultimate strength shall be 2000 psi. 1. SCOPE at least 4" high. Mounds fur all other trees, vines or plants size at the expense of the Contractor. (3) Ready-mixed concrete shall conform to ASTM-C94. B. Ties for holding trees shall be as per detail . not otherwise specified shall be at least 2" high. Excavated The work of this section includes all labor, materials and equipment earth, if capable of retaining water, may be used. Any C. Contractor shall, within 5 days notice by the city remove and B. Prroortions and Consisten U required to complete the work indicated on drawings. The work shall be 10.GRADING AND SOiL PREPARATION settlement within the basins retaining water shall De refilled replace all guaranteed plant materials which for any reason fail "-- to the required grade with prep red soil, and 6ddition6l to meet the requirements of the guarantee. Replacement shall be performed in accordance with the Vest standards of practice relating t0 the various trades and under the continuous supervision practice a competent AContractor is to finish grade to within 1/10tH of a foot or 1" nitrogen stablilized sawdust worked into the surface as required made with plant material as indicated or specified for the (1) The proportions of aggregate to cement shall provide a dense A. to restore the mulched condition. original planting, and all such replacement materials shall be mixture which will readily work into all corners of the forms foreman, capable of interpreting the drawings and these specifications. below paving where paving exists. guaranteed as specified for the original guaranteed materials. and around all reinforcements without an segregation of the The work included in this section is as follows: Y 9re 9 B. Moisture Content - The soils shall not be worked when the materials, cause excess free water to collect on the surface or moisture content is so great that excessibe compaction will B. At the end of the 180 day maintenance period all watering basins cause excessible bleeding of the forms. Finish grading for planting, soil presparation, fertilization, planting, 9 D in lawn areas shall De leveled to finish grade and the area 2 7. CLEAN-UP including lawn, maintenAnce, inspection and certifications, guarantees, occur, and not when it is so dry that dust will form in the air shall be sodded with the specific sod. (2) The recommended practices of the American Concrete Institute clean-up, staking, guying, and esparliering, miscellaneous allowances. or that clods will not break readily. Water shall be applied if Upon completion of the work in this section, Contractor shall remove all necessary to provide ideal moisture content for tilling and fori 0. W ATfPtFtG rubbish, trash and debris resulting from the operations; remove disused shall be followed in all applicable procedures. The maximum planting. equipment and implements of service; leave entire area involved in a neat slump shall not exceed three (3) inches for footings, slabs ongrade, and mass concrete five (5) inches for foundation walls. 2. APPROVALS A. DURING BACKFILL OPERATION, WATER SHOULD BE ADDED AT SAME TIME TO and acceptable condition such as to meet the approval of the city. C. Preliminary Grading - Preliminary Grading shall be done in such EACH TREE NOT TO CREATE ANY AIR POCKETS BY MEANS OF A HOSE. THE C. Control D P a manner as to anticipate the finish grading. Excess soils A. All sprinkler work shall inspected end approved iter to the start of snail De removed or redistributed before application of WATER SHALL BE APPLIED IN A MODERATE STREAM IN THE PLANTING HOLES any work. UNTIL THE MATERIAL ABOUT THE ROOTS IS COMPLETELY SATURATED FROM fertilizer and mulch. Where soil is to be replaced by plants THE BOTTOM OF THE HOLE TO THE TOP OF THE GROUND.and mulch, allowance shall be made so that when finish grading The concrete quality, proportions, consistency, etc., is subject to etst approval et Owner, and no changes shall st made without his prior B. Prior to excavation for planting or placing of stakes, locate all has begun, there shall De no deficiency in the specified depth B. Plants which cannot be watered efficiently with the existing written approval . utilities, electric cables, conduits, sprinkler lines, heads, valves, and valve control wires, and all utility lines so that proper of mulched planting beds. water system shall be watered by means of a hose. S. FOP,MVt'ORK precautions may be taken not to damage such improvements. In the event of a conflict between such lines and plant locations, promptly D. Weeding - Before and during preliminary and finish grading, all C. Apply water in sufficient quantities, and as often as seasonal A. Forms for concrete work shall be either metal or wood. Forms that y y g weeds and grasses shall be dug out by the roots and disposed of conditions re notify the Cit inspector who shall arrange for relocation for one quire, to keep the ground wet at all times, well are warped or that do not have a smooth straight upoer edge shall not or the other. Failure to follow this procedure places upon off site (except those weeds and grasses not of the perennial below the root system of grass and planting. Care is to be be used. Forms shall be set with the upper edge of the board true to Contractor the responsibility for, at his own expense, making any and type, less than 2-1/2" nigh and not Dearing seeds, which may ed taken in watering slopes so as not to cause erosion damage. all re airs for dama es resulting frons work hereunder. turned under). Oats more than 2-1/2" high and not Dearing Seeds line and grade and shall De staked rigidly in place with stakes set D 9 9 may be turned under. Perennial weeds and grasses to be removed D. Following the planting of ground cover plants furnished in not more than four feet (4' ) apart so as to remain immovable include, but are not limited to, the following: flats, each plant shall be immediately and thoroughly watered by throughout the construction. All forms shall be approved by Owner means of a hose with a slow-running stream of water. within a tolerance df one percent (1S). All materials shall be 3. iQUANTfT1ES AND TYPES Nut Grass Puncture Vine Dallas Grass Mustard Plant accurately and separately weighted and mixing shall continue until Alfalfa Johnson Grass Wire Weed Morning Glory 19,TREE STAKING the distribution of material is uniform and the mass o` concrete is Plant materials shall be furnished in the quantities and/or spacing as St. Augustine Grass STAKE ALL NON-GUYED TREES AT TIME OF PLANTING PLACING STAKE IN THE homogeneous, shown or noted for each location and shall be of the species, kinds, UND. STAiCES SHOULD! BE sizes, etc. , as symbolized and/or described in the "plant Material PREPARED HOLE AND DRIVING IT 18"•INTO SOLID GROOU All planting areas shall be scarified to a depth of 12 inches PLACED IN A NORTH/WEST ORIENTATION OUTSIDE ROOT BALL. FASTEN THE TREE B. Two and one-half (2 1/2) gallons of water pe* cubic yard, shall be Legend", as indicated on the drawings. The L.A. has prepared this list E. Delo» grade with the spacing of the ripper teeth no greater than TO THE UPPER END OF STAKE IN AT LEAST THREE PLACES USING RUBBER CINCH withheld from the mix at the plant, and all or a portion may be added only as a convenience to Contractor and assumes no responsibility for its12 inches on to the mix at the job site as directed by the Inspector. The accuracy. The Landscape Contractor is to verify all sizes and fertilizers. cAll erock iand or idebris imore ng othan i2" inoner addiamter shall TIES TREE BRACES. concrete shall be mixed at least 5 minutes after such water is added nuantltiPS• be removed from the site. 204 ESPALIFMIG VINES and not less than 3 minutes of thi, time shall be immediately prior All trellises and stakes are to be removed from plants and the plants to the discharge of the batch. Total mixing time after adding 4.VERIFICATION OF DWMFNSIONS AND WANTiTiES F. Trenches - If sprinkler system is installed after grading and shall be fastened and trained against fences or walls as directed by the original water shall be at least 15 rr.inutes. Dimensior�. "re approximate. Before proceeding with any work, Contractor fertilizing is completed, the upper portion of the backfill City. C. Concrete which is not laced within 90 minutes after the introduction y shall be refilled and fertilized to the depth specified for the p shall verify all dimensions and quantities and shall immediately inform of cement and water, and concrete which has stood for 30 minutes L.A. and City of any discrepancies between the drawings and/or ar-r requir-d, to conform to the specifications. 2 1.CER IIFIC ATES after leaving the mixer, shall not be used. specifications and actual conditions. No work shall be done in any area 1 1. FINISH GRADING Q. CONVEYING AND PLACING where there is such a discrepancy until approval for same has been given in addition to any other certificates specified, Contractor shall furnish by L.A. and city. When preliminary grading, including weeding and fertilizing, has been a certificate with each delivery of bulk material, stating the source, quantity, and type of material and that the material conforms to the A. Before pouring, all forms shalt be thoroughly cleaned and made tight. complete and the soil has dried sufficiently to be readily worked, all specfication-seeuiroments. For bulk delovered oraganic fertilizer, the The bottom of trenches shall be wet down before 5. INSPECTION lawn and planting areas sha11 be graded to the elevations indicated on certificate shall also state the volume, net weight, percent of Nitrogen pouring footings, the drawings. Grades not Otherwise indicated shall ben uniform levels Or and percent of Phosphoric acid. For each fertilizer and soil earth shall not be muddy at the time of pouring. Concrete shall not A. All inspections shall be made by L.A. and city. Contractor shall Slopes between points where elevations are given. Minor adjustments of conditioner, in containers, a similar certificate or invoice shall be be placed until reinforcements, rough hardware, and forms are request inspection at least two (2) days in advance of the time finishrades shall be made at the direction of the cit if required.9 y� u .q furnished stating total quantities by weight and volume for each approved by Owner. inspection is required. material. These certificates shall be submitted to the L.A. and city B. Inspection will be required for the following parts of the work: Finish grade shall be a smooth, ever. and uniform plane without abrupt prier to the start of the maintenance period. B. Before depositing new concrete against old concrete, all laitance change of surface. Soil ireas ad3ace:it to buildings to allow a natural 2 2.PROTECTION shall be removed, and the surfaces roughened to expose the embedded run-off of water, and sur•ace drainage shall be directed as indicated on (1) During finish grading and Soil preparation. the drawin s b remodeling surfaces to facilitate the natural "run-off" aggregate. The surfaces shall then be covered with cement grout, 9 Y d Contractor shall carefully and continuously protect all areas included in using the specified mix with 1/2 of the course aggregate omitted, of water. low spots and pockets shall be one inch below grade of the Contract, includingcant materials, fences, supports, etc., until 1-1/2" thick. (2) Plants, after delivery to site and prior to planting. adjacent e D J payment of any kind. Grading shall be done when soil is at f•• al acceptance of the work by the L.A. and city. C. Conveying and placing of concrete shall be done so as to prevent (3) When vines, shrubs, and trees are spotted for planting, butoptimum moi,.' re content fr working. ,'• separation of ingredients, and in no case shall the free fall exceed planting holes are not excavated. 23. �IJ M4 � 6 feet. Tremies shall be used as required. Surfaces of concrete (4) Specimen trees at source, before delivery. A. Contractor shall maintain a sufficient number of men and shall be kept reasonably level, with a minimum amount of concrete 12 METHOD OF PLANTING AND WORK PROCEDURE being allowed to flow after being placed. placing snali be (5) Lawn areas prior to planting. maintenance work shall consist of applying water, weeding, • adequate equipment to perform the work herein specified. Plan completed.Performed we a continuous operation until each section is D leted. A. No planting shall be done until all Operations in conjunction caring for plants, ir(luding groundcovers, shrubs and trees, (6) Plantingareas prior to planting. with the installation of the sprinkler system have been edging, aerating, and mowing of lawns, fertilizing and control a maximum subsidence, without separation of ingredients. The moving completed, final grades have been established, the planting areas of concrete by vibration will not be permitted. (7) All landscape construction items, prior to the start of the have been properly graded and prepared as specified, and the of pests and diseases. calendar day maintenance period ("Final inspection"). work approved by the city. B. Damage to any planted area shall be repaired immediately. 7, GROUT Y P B. The relative position of all trees and plants is subject to Depressions caused by vehicles or foot traffic shall be filled (8) At Maintenance + cti calendar da maintenance Pried ("Final with topsoil , leveled, and replanted. Exterminate gophers and A. Grout shall be composed of one part Portland Cement and two parts of Maintenance inspection"). dpirreccted as partCofythenContract.if necessary, be relocated as moles, and repair damage. fine aggregate by volume. Materials shall be mixed dry and water (9) inspection reports shall be made for each inspection by the added ,lust sufficient to make the mixture flow under its own weight. L.A. and one copy shall be submitted to city and Contractor. C. All plants shall be removed from thier container and set so C. The entire project shall De maintained fora period of 180 days D commeAcing from the time all items of work have Deen complete to settled,that, when B. For dry tamp cement grout, a minimum of water shall be added to the grade that they bore ttoythe anatural arelation gradebeforeto the required the satisfaction of L.A. and city. being mix so that when wet sample is squeezed hard in the hand, surfaceCERT'tFIC CERTIFICATION pit transplanted. Each plant shall be planted in the center of the 6 moisture, but no free water, shall appear on the sample. Do not mix -and backfilled unless otherwise specified, with the prepared D. The project shall be cared for in a neat, clean condition at all more than can be used fh 30 minutes. soil. No soil in muddy condition shall be used for backfilling. rimes to the satisfaction of city and L.A. Prior to job acceptance, written certifications shall be Submitted to the •I 8. CURING AND PROTECTION city for the following: No filling will be permitted around trunks or stems. All broken 24, LAWN or frayed roots shall be properly cut off. A. All exposed surfaces of concrete shall be protected from damage due A. Quantity and Quality of Commercial Fertilizer and Organic A. Watering - Water every day once per day for two weeks and D D 9 D. L.A. and/or city shall supervise the placing and planting of all . Fertilizer. therefter gradually redo-2 frequency of watering to three times to temperature, elements, and construction operations. CITY plants. per week. Contractor sh.,ll continue to maintain the lawn until DESCRIPTION OF REVISION OATS AP►MQYfD B. Curia B. Quantity and Quality of all Soil Amendments called for by Plans final acceptance by the L.A. and city. g E. In the event that underground construction work or obstructions - -- - and Specifications. are encountered in the planting operation, alternate locations for plant material will be "selected by L.A. and city operationB. fertilizing - Apply 16 6-8 at the rate of 5 pounds per 1,000C'TC CUGAFRONGA (1) All exposed surfaces of concrete shall cr protected from 7 MATERIALS square feet three weeks after installation and water immediately premature drying and freshly placed concrete shall De protected will be Bone at no Pztra cost to City. thereafter. against wash by rain. All concrete shall be kept wet for a period of ten days after placing. ►n order that curing water Plant materials indicated on drawings and herein specified shall conform ��`` p may reach both surfaces of walls, the forms shall be loosened to the following: 13. PLANTING OFTRFf'S - _ TERRA VISTA end water shall be poured over th! tops of the walls and allowed C. Diseases Pest Control - Two weeks after installatin of lawn, apply a granular mercurial fungicide of 1.8`i mercurous chloride A. Nomenclature - Plant names indicated on the drawings conform the A. Position plants in locations indicated on drawings and secure as per manufacturer's recommendation. 13664 to run down between the concrete and tnE forms ,r approval before excavating its, making necessary adjustments as Standard TTant Names" established by the American Joint DD 9 D 9 Y (2) All liquid curing compounds shall be used in accordance with the Committee on Horticulture, Except for names covered therein, the indicated. D. Mowing - The lawn shall be mowed at a height of 1-1/2" with a manufacturer's recommendations and shall not be used on surfaces established custom of the nursery is followed. rotary mower, equipped with rollers, before it reaches 2" in B. All pits for trees shall be dug square with bottoms level, the height. Collett grass clipping during mowing operations and receiving concrete hardener. 6 DEFECTIVE CON CR fTE B. Condition - Plants shalt be symmetrical, typical for variety length of sides and depth equal to two times the diameter o the + and species, healthy, vigorous, free from plant disease,, sound tree ball. Compacted soils at sides and bottoms shall be remove from the site. SPECIFICATIONS insect pests, or their eggs, and shall have healthy, normal root loosened by scarifying or other approved method. Pits shall be After each cutting, the edge of the grass shall he trimmed to a ' H O M S A. Concrete which is not in accordance with these specifications, out of backfilled with "prepared soil" to the required grade, and the LEWIS E N/ S , line, level, or lump; showing structural crstks, rock pockets, Systems, well-filling their containers, but not to the point of neat and uniform line. The lawn edges shall De maintained _ rY P 9 P being root bound. Plants shall not be pruned AT ANYTIME, and in balance of the pit filled with "prepared soil", thoroughly neatly at all times. �o)0 1A /y voids, spalls, honeycombing, exposed reinforcing or other damaged surfaces shall be considered as defective no case shall trees be topped. settled by water application. �tt� �`' ,o �� f Jq a� APPROVED 8Y: C. Set plants 'in center of pit, an a vertical position, so that 25.�t®COVERS AND SH;LIB AREA i`7F14T� 4 �L, C. Dimensions - The height and spread of all plant material shall CIT Y E N GIN E E R . - � 0� r _.. � RC.E HrO.?4953 fin and irregularities shall De removed from exposed concrete De measured with branches in their normal position, and shall be crown of ball will be level with finish grade anter allowing for 8. All s 9 A. watering new planting shall be watered once per day for twv �;, TT' _ r Rf C surfaces while the concrete is still green. where pit, ming is as indicated on the drawings. The caliper of all trees shall be watering and settling and shall near the same relationship to _ 9 , 9 D the finish rade that it did to me soil surface in the M weeks after installation. Reduce watering to every other % � Z DE SIG N -� + i �,, , required, all loose and vnfirm concrete shall li De removed prior to measured 4'-0" above the surface of the ground. Where caliper 9 day for the next two (?) weeks. water thereafter three (3) y; LiC ren 17E3 -, ,' l l 11V D FM, patching. Minor rock pockets end honeycombing shall be patched with of other dimensions of any plant materials are omitted for the container. times per week until final gado Lance. ad r" dry pack Concrete. "Plant legend", it shall be understood that these plant P -4 I D. Prepare depressed water basin as wide as plant balls at each � �-� ~ � materials shall De normal stock for type listed. P D DACE plant. Water thoroughly, backfilling any voids with additional DRAvr'k 1J30EaSfL�Pilell'a'r'rl�r SHEET D. Inspection - .All plant materials must have been previously prepared planting mix. r _S �L4wi1b Ma, CR 92a 12 OF _12- ` inspected at the nursery by the County Horticultural Department, (714` ) _HECKED )251 4822 Fk(79) �N�., ' DPA�NG k0 and shall be subject to the inspection and approval of the L.A. �F �t;t��0 RCE NO before planting. 81A-1 DATE FILE NO P 0JECT SHEET NOY9OF /9