Loading...
HomeMy WebLinkAbout1956-L - DEVELOPER/OWNERAMETHYST 4 LANDSCAPE ARCHITECTURAL PLA -NS i STREET & 19 H IT T MANNING HOMESS REE 20151 S.W. BIRCH STREET SUITE 150 6432 RAI Il� H11 � i�c U'�C)1111 M)i1D1'''''I4G.A, C.,,UIFORNIA.TMCT 1 C IIJ NEWPORT BEACH, CALIFORNIA 92660 (949) 250-4200 Fax (949) 250-9008 LandscapeMainteliance INO . 1 VICINITY MAP GENERAL NOTES SHEET INDEX I. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL EE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 2., AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. w ' z 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. HILLSIDE ROAD 4. THIS WORK SHALL BE INSTALLED BY ACENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY SHEET NO. TITLE DAMAGE INSURANCE AS REQUIRED BY W. -) J 5. CHECK FOR EXISTING UTILITY LOCATIONSI PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L TITLE SHEET w CUCAMONC A LU a ' LU 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. � a z � > a i� g• AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L-2 CONSTRUCTION PLAN � a a RECOMMENDATIONS FROM THIS REPORT ISHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. LEMON AVENUE 7. WALL FOOTINGS AND REINFORCING SHALNOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L"3 IRRIGATION PLAN HIGHLAND AVE. HAVE BEEN APPROVED BY THE CITY EN (NEER. 8. SLOPES IN EXCESS OF 5 VERTICAL FEE SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT L-4 IRRIGATION e PLANTING DETAILS 19TH STREET WIDE FIAT AREA AT THE TOE OF SLOPE _a 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-5 IRRIGATION SPECIFICATIONS -' ESTABLISHMENT IS ACCOMPLISHED, DEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL AN Z Z Y CONCLUDE ONLY AFTER VERIFICATION 0� LEAF-OUT, FALL COLOR, .FLOWER COLOR, OVERALL PLANT HEALTH AND WITH CITY COUNCIL COU C L ACCEPTANCE 3 OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW a = _ 2 GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL PLANTING PLAN BASELINE ROAD REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. L-� PLANTING SPECIFICATIONS 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ,A WELL PESTICIDE APPLICATIONS REQUIRE A P.CA. RECOMMENDATION. PROJECT 11• CALSENSE EQUIPMENT SHALL BE INSTAL-ED UNDER THE DIRECTION OF A CALS`NSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. 12. CONCRETE HEADERS SHALL BE PROVIDEI PER THE FOLLOWING CRITERIA: BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS -- 8" WIDE X V DEEP CONCRETE HEADERS BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CCNCRETE HEADERS * BETWEEN CITY-MAINTAINED G.C. SAND ANY PRIVATE-MAINTENANCE - V WIDE X 6" DEEP CONCRETE HEADERS NOT TOSCALH BENEATH METAL FENCING ADJAC�NT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY To MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WC;RKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. LANDSCAPE MAINTENANCE DISTRICT RESPONSIBILITY MAP 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. CONSULTANTS * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. * ANY UNUSUAL TOXICITIES OR UTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. * ALL PUBLIC TREES ARE SUBJEC� TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. LANDSCAPE ARCHITECT: FRANK RADMAC14ER ASSOCIATES INC. * PUBLIC TREES ARE TO BE PLANT ED PER PUBLIC IMPROVEMENT PLANS ONLY. X 14841 YORBA ST. SUITE 204 TUSTIN, CA 92la0 PROJECT (114) a32-11-14 Fa x (114) a32-5121 SITE CIVIL ENGINEER: MDS CONSULTING 19th STREET 11320 rEDHILL aVENUE SUITE 350 IRVINE, CALIFORNIA 92114 j (949) 251-EMI Fax (949) 251-0516 LANDSCAPE QUANTITIES 41 11-_ I9TW STREET AMETWYOT STREET kt.-, / / 0 2315 412 TOTAL. B.F. OF NON-TURF LANDSCAPE AREAS C% AJCA oe TOTAL S.F. TURF Q Q 1550 f-- 275 O __.. TOTAL Sfi. HARDSCAPE AREA (INCLUDING UJALKS V (4090. ( 9Q) BEYOND 4' WIDTH) s � $ $ TOTAL .F. TRAIL S RAL A REA (11: APPLICABLE) DESCRIPTION OF REVISIONCITY 3065 6arto TOTAL 0P. of ALL AREAS .09 .16 TOTAL ACRES 0 CITY OF RANCHO CUCAMONGA— TOTAL HEDGES DRIVEERO L.F. OF TRAIL FENCING 19th / AMITMT S 'rSCAPE TOTAL L.F. OF CITY MAINTAINED WALL TRACT 16432 RANCHO CUCAMONGA $ $i TOTAL LP. OF CITY MAINTAINED FENCE TITLE SHEET eqA� TOTAL STREET TREES BY BOTANICAL NAMES � Underground Service Alert FRA 2655 APPROVED BY: DATE 4 G�EIJERA PARVIFLORA - AUSTRALIAN WILLOW CIN ENGINEER RCE: 24953 15 a� F\," �� DESIGN PLAN PREPARED BY' RECOMM DED LAG-�ERSTROEMIA INDICA MUSKOGEE - CRAPE MYRTLE y'J' Radmocher �! F.R. FRANK CALL TOLL FREE Irc. #1110 -7- 071A�e N,T,5, 1-800-422-4133 * DRAWN ASSOCIATES, INC. SHEET Ssynatur. * STAFF Landscape Architects PHONE(714) 892-1774 FAX(714) 839-5723 HOF � Qf elf C AZ,�o�� CHECKED 14843 Ycrbe street, suit. 204 - Tu,tin. CA 92480 TWO WORKING DAYS BEFORE YOU DIG ORA w N4 N0. F.R. DATE 8/20/2003 R.L.A. N0. 1110 PROJECT SHEET NO. OFI I , STREET fat o' STREET LIGHT 3TREE7 LIGHT ' ' 1 1 � 1 1 JT 1 1500.03 T G• � ! �. � 3' .� 2 I 1 �,1 BOULDER GROUPING-4 U g' 1 I2.d 1 I 3 l� BOULDER BOULDER l2' yt Aglog2 TG. N d POMDER, 1:5 . 00 BOl1LDER.GROUPt�i �$ � !9 i :• - . ", (1��1 i `• • fAj •�1' • •' yrs . • cit • d) . N �f' ' w ','N • �Y( •.. !e BOULDER , '`' •�• :CONCRETE HEADER' � . ._ 69iJLDEA BOULDER (SEE DETAIL BELOW) I011111191 ID to (o' !D111 I 10 ID► IOC p' I ' I D' 10� (D' 10' IOC Ip' l0' ' l0' • ' �� • .. T' RIVER WASH COBBLESTONE BOULDER GROUPING $ a - s m A�? A 1"IAPP D N.T.B. SCALES P . za w m a a 4a NOTE: BOUlDR'S IN PARKWAY $HALL NOT EXTEND MORE THAN 240 HIGH TYPICAL.-ALL COBBLESTONE EDGES SHALL HAVE SMOOTH TRANSITION. SEE CITY DETAIL. BELOW AMETHYST STREET �i1..1 «'� Zlo� : lo' ql S' I I' ICO 1 32' I I ' lq' 2�' ro0' AMETNY T B RET q I. I r / 1 , 1 Cj' STREET LIGHT !4'-8.52 TC, 1' S� �f - �'g3.gg t'G. 71 �' � '3' ' REET L ' -- BOULDER GROUPING`' 2, , , , a s�.RT IrjER' nc�t, LDER 2' BOULDER GROUPING 18u VI. i+ 2�' $ BOULDER J)OULDER JL ARKIZ • �,J I ' cd' I I' o Bo DER ' - '' %• •.•. so 4 . 13' 10� IO' to ' lD' ' lD' to' �' to to Ip' to , 1 I�•77.(o4 T. _ IO' to Id l � _ AREA MAPPED D � RIVER WA—SHIED-COBBLESTONE - TYPICAL W SEE SEPARATE WALL PLANS BY FRANK RADMACHER ASSOC.. ( EE DETAIL BELOW) • CONCRETE HEADER (SEE DETAIL BELOW) m moRva CASE t cue OAS APO� OFIX OOOL MORTAR JOINT$ TO ACCENT COBBLE• I 4 . $ BCaLE, V • 2a �'gp�p PER E Q cAS! 2 7WER Pm PLw)srD 312—A r soN DEM AF m efVN a a 4a "`ar coDe�e CASE 3 --i r�---z�— -.i e'�.-- CCOF-RO$SNQS) NpCRETL HEA�DE/R�- 1/Y RAbIU3FER _ r ►q�rar D sronS swan to IN UWN TZA GRADE LEVEL AT SwALE .!_. a" OR r .. j T NOT! FINISH GRADE 1 0099LlSfON6 B�FNEATH COBBL[ w/N��� ' 7' ISN./ P NYUL RAO. � G OLT" SEE DETAIL FOR NO. DESGRIPTIQN OF REVISION DATE PPE;R� Z END CONDITION �9 APPROVED ��'' � CITY PERPCI 11STO 531 UNLESS RIHEER IW SEINSTRUCTED)F4 wat G�ST01,E OF RANCHO CUCAMONGA • •� a a SCAPR �,N 19th / AMETFMT —JOIN AT Rlrau ANap -ST . STAU CUR RESTS CAPE • � 9R WAtX 1 END CONDITION TRACT 16432 RANCHO CUCAMONGA Z Rooh1 slzE�, UM.M— W CONSTRUCTION PL AN a BOIxUERs 1/3 ETeaEDIMT ,E r, OMBLO SKU HM,2/3 wn. a Wml ONa PW Slat s; ♦au.SPACES 9ETVM 16 FKtED wrtH qAs{ of lloRLut T GEMENt NO7 Sf Q s••• 10 2-1/2 f1m" �200o Psi`P .c1 *oot+cr re.(rw'orsr-Prc�c'a atlorrED) 1. PROMS soon AT 10'-0" as AND 31e E MSIQ14 FRA 26 SID APPROVED BY: � DATE: � O a A sae E M+ +0 S M. SMI K APP>Wp W w tt*c CIT$WWMTQM Mm To +oum AT 20�Offl. CITY ENGINEER PRDGE4O ItHw rtp +Wltq ROCK WQft 1 .- r. z a w�DE CONCRETE Hf�p IB CITY—MAINtQN TUW AND �T RCE. 24953 a FINAL KSTM POs MN of w.ROCK3 TO K VPWO W er THK'M6 Cin wsPECTOFL PG�NNj MA! �MI� CITY-MAINTAINED TURF MID ` �. T: ROCKS,SHALL a¢SW0TK'RQUWW NO FREE Or WEC1IO'iAeLt,DfS9OURAT0N3.AW EXCESSIA TROT$CON[Elt DESIGN PLAN PREPARED BY- RECOM E D a ALL COME 3704 MEAS SHALL,HMAL a--if concr:Eis' 3 CONCRETE TO BE 620—C-2500 MIN• � f9 Em y � y Radrnoc W. „ i✓• FRANK a ROOM” SHOUI•D FOLLOW GRADE #09 SLOPES EXIST.AV t*A411 A xx GW. At ALL T&O WITHIN THE Ito.YL:- c� � RADMACHER oZ' TY OF RANCHO CUCAMONGA, CAL#FORNIA U�' X110 ASSOCIATES, INC.�t N CITY OF RANCHO CUCAMONGA, CALIFORNIA * * Dom` SHEET 3 APPRcvE >i RIM WASH4D.,(�'r r, STAN A.4i >w :TArm�w PIN+ J, not ure � �/ Landscape Architects __.. CONCRETE HEADER � MR1 (714) &U-arra rex( a) ass:-67�s 2 of 7 i w G1TY ENGI/IE DAT UN WITH sr�NOAROQBH o ,.1.` �4i DA 534 !�4r o ij-0��? CHECKED 14841 Yorba ft"t suet* Eo4 Turtle, Ce 9E080 a R C SP>;C wottEs cor4treucTia+ SHEET r Of 1, wt wttw SW44N s►ecY1cQW rod ruam wane ooNsrllucnort s+lEtt ar L O f C AL��` DRAWINO NO. 41 r F•R, DATE 8/20103 RLA NO II 0o PRA CT SVEEr Na OF /AANOTE:BEFORE ANY WORK COMMENCES.A CONFERENCE SHALL BE HELD 6i-e) WITH THE CITY'&UPROENTATIU AND Td CONTRACTOR REGARDING ISth STiI �Zg •� GENERAL REQUIREMEM OF TMS WORE; (rr.Z) CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN (2+!•0� ON PLANS AT THE SITE PRIOR TO COMMENCENrj9M OF ANY WORK. ALL ._ DIISC 1500 9T N STREET TT112RE Y INS�� .03 13 T C. HALL BE REPORTED FOIA DIRECTION IMMEDIATELY TO 10.42Tc- r� 3 A/ 3 '1 // AL 3 r ,► d f / lq7 ICY N7 • .. • / ..,, ..r,u jam'r.,i w .i i..�.i �r ai.�e.�girrtir w�wi w�ja'aw e~1.■i�.r wa �.,.i 1.0 F- , T1s i �"'�"� !"�.�. .ir�'! !� �' PRESSURE CALCULATIONS ih, 3J A a' t f Water Meter 0 A SizeVVV r t L wow ♦ ElevatStatic Pressure High Low 2.11 P.C_ .. 9 CoWfAALTI ItS+D ' Source of Information �, Phone Number (H a5}head � '� �s,s� Date of Information w 7 FT H.G.L. Mean Elevation (Required if ststit e 8 pressure unknown) �— .. ` - Water Meter El evition 1�R2.g X .433 Remote Control Yal ve ti Size Maximum Demand G.P.M. ���� M�r���D NOTA: CONTRACTOR TO ENSURE THAT TRIANGULAR SPACING OF HEADS MAINTAINED THROUGH OUT ENTIRE INSTALLATION, , � ' Elevation of Highest Head o _ W N.T.S. Q) Qty. Size Iters P.S.I. Loss leer Nater Meter , 3CALEs L' . 2p' INSTALL CONTROLLER IN ENCLOSURE PER CITY DETAIL. Press. Reg. (Fall-off) _ p NOTE: OWNER SHALL PROVIDE 110-120 VAC ELECTRICAL s R.P. Backflow Device p o' o' •ao' OUTLET TO THIS LOCATION. - - = F1 ow Meter Master Yalve Gate Yalve (s) DOMESTIC WATER MBTER 'A'. '. AUTOMATI CONTROLLER T " BE A CALSENSE �T�000-i2-L,Fwt�rP=t,Tl�=lfo WJ �oo - 3lO� w Main line , SLEV. 1,492.8' P•6. .. L 11A POINT OF CONNECTION- 1-1/2' WATER METER PORT INSTALLED WITHIN A STRONGBOX (SB) 24SS1120 VOLT CONTROLLER/ELEC= � Main Line TRICAL ENCLOSURE. MOUNT THE ANTENNA PORT ON TOP OF THE R.C.Y. Assembly , BY OTHERS IN THIS LOCATION to, _�u Lateral Line loss palENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. *' Lateral Line Loss STATIC PRESSURE s 115 GAL SYSTEM SHALL BE OPERATIONAL PRIOR TO' THE CITY'S' ACCEPTANCE. ACTUAL _ s� Lateral Line.L ss , MAXIHUM DEMAND 'S 24,0 GALLONS PER Ir1INUT8 LOCATION OF THE ENCLOSURE TO BE DIRECTED BY' A REPRESENTATIVE OF THE CITY. Fittin s LosslOf) CONTACTS ROBERT gOLLAR/HDS CQNSULTIN(i g PER CM) FLOW TIS.ST APRIL at 2003 Elevation Change ) n e ({= , ywfl CSITAT rEi.5LRVA _ _ - - . ._r.., THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND total System Losses: - SHALL BE RESPONSIBLE FOR THE POWER HOOKUP FOR THE IRRIGATION CONTROLLER. ' Pressure to Operate Head: MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEW 1 ' ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED AND DOMESTIC POTABLE WATER METER •TO BE PROVIDED BY CCWD, COOR- PAID FOR BY THE DEVELOPER. DINATED AND PAID FOR BY THE DEVELOPER. EXTEND NEW TYPE 'K' Total Pressure Required: (o Lowest Static Pressure Available: , COPPER PIPE (OR AS PER LOCAL CODE) AND INSTALL 'A REDUCED IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 2 INCHES 0 Pre-Set Regulated Pressure (If required): PRESSURE ,,BACKFLOW .PREVENTER (TYPE AND SIZE- PER PLAN) WATER PER WEEK (GROUNDCOVEA SHRUBS) APPLIED FOR 8 HOURS tr.•, Residual Nater Pressure: Iust4H in a"Guards ernlosyr�t„ ly>�odeLNo.GS-2' A NIGHT/5 DAYS A WEEK BETt N THE HOURS OF 9:00 P.M. TO City Required Residual Water Pressure: 15-20 PSI 5:00 A.M. . t ' AMETWYOT STREET Ff) )i �� .4 (�°°°� tt 31 ... Cz�� +> 2. 0 P.6. _ _ _ (2ot,1 ► 1-4) .Fhb AMETHY6T STREET ��Z� � (1g-4) (2 rc, 1422 • ACKr-LOW -- -- - �t�3o$� � _ CZo�sq•fF) �,t (r3sos�• RIVER WASHED COBBLESTONE - TYPICAL e.•j �r 4w,w wr w w.tr'wnr i��.ir�•� ww wit; r - �*1! �!�!4A w■r w i• a!+�,e>: w e• it w�...�• wr aw-RI air. 10, '7 6 5 4 • . . ARE, MAPPED (4 i W N.T.S. t= ASIMGATION LEGEND p� Sym. Manufacturer Model No. Description I p *' Rainbird 1812-Sam-Prs-8-Q 12"pop-up shrub spray(30 psi,81R,Qtr,.26 gpm) 4 Rahnbird 1812-Sam-Prs-8-H 12"pop-up shrub spray(30 psi,8'R,Half,.52 gpm) W NOTE CONTRACTORSHALLIIV$rTALL RAIN8IRD PC$ SCREENS IN EACH HEAD ♦ : Ralnbird 1812-Sam-8-Van 12"pop-up shrub spray(30 psi,8'R,Varies,.26-1A3 gpm) "SEE PERIFORMANCE CHART BELOW.: Rahnbird 1812-Sam-Prs-I0Q 12"pop-up shrub spray(30 ps410'R,Qtr,.39 gpm) ),y� ® v Rainbird 1812-Sam-Prs-10-H 1a"pop-up shrub spray(30 pst 10111,Half,.53 gpm) ` . • _ V Rainbkd 1812-Sam-Prs-10-Vali 12"pop-up shrub spray(30 psl,10'R,Varies,.39-1.50 gpm) I SCALE, t' s RV s4vivan and Stns.I Spray Patterns arra umbreus Bubbles Ralabird 1$12-Sam-Yrs-12-Q 12"pop-up shrub spray (30 ps%121R,Qtr.,.65 gpm) I ' re a 'r aR" 'r '! ar Rainbird 1812-Sam-Prs-12-H l2"pop-up shrub spray(30 psl, 12'R,.l1alf,1.3 gpm) O' 20' Ops cot.► Aom �, saw �A Aga ammo er«�, ►w�r, _ Rainbird 16114-SaukPrs-12-Van 13"pop-up shrub spray(30 psi,12'R,Varies,.65-2.6 gpm) � 8f Y Y 3' �"• lr , � r r tr. . •r�. rY d' ION ! —���: `- ' ` Superior #3100 N/O Brass master valve. Wire to Master valve circuit. W. Wilkins #500 1-112"pressure reducing valve.Field set at required psi for worst condition. 100 z�'3—"�_� --r.• ON$ NiVeo #585-70-66 Brass batt valve.Line size. Install in round boa. Beat brand top"GV" 12ro "' '—Y" -7T•''k- rr Q Rainbird #33D P, Quick coupler valve. Install In round box.Heat branq top"'I 1211 --�--- --- Rainbird #bwB P-PRS-D Brass automatle pressure regulating valve. Sizes noted, Data Industrial #220P 1-U4"show sensor. Install per manufacturer's recommendations. �• l2T r V""sT— ion"—r �"i ,. . �"-" NO. DESCRIPTION OF REVIBfON C17Y 120 3T—8r— rx ' - Calsense #ET2000-12-LR/RR,Ti'-1,TP-110 w1LR/RR'dome.Install in stainless steel metered enclosure D�1'E APPROVED • 1991 �1�-'-s' F � Febco ; g25.yBy.1.S reduce ressure backflow device. Install in u"COAST GUARDSHACK• 15T° �--- -- -- -- enol°Sure Mode' Gsr� CITY OF RANCNO CUCAMONGA Isn r _�_.. IM T_��_�— Point of connectio at 1-1/2"domestie water meter by C.C.W.D. r�,...•;.- 100 PSI statle press a available. 19th / AMETHYST IssO 1-2 W-17..:t�71X_1 �.2t� ..�•�wo me em am��� Pressure mainline, ury min.18"deep. Use Class 315 PVC for 2"and larger,use STREIRTSCAPE sx: :: x2 z3 SCH 40 PVC for 1-U2*and smaller IscsT x r Trz�7r2i-'�rvr""tom- SCH 40 PVC non-pressure lateral line,bury min,12"deep. ISSST . T rT 4T-�7� '�' �'�`r s* � TRACT 1842 RANCHO CJCAMONGa -*-- � Valve Station Number - � ar r r r (G.P.1�L) � 'IRRIGATION R R I A vs �V —Y — • Valve Size ----~ 10 • PLAN so-e ar fir-s'. Square Feet) _ sate -17--Tr--r - IRRIGATION NOTES:' - , PRA #2655 APPROVED BY: DATE: O rs�su CITY ENGINEER RCE: 248 W� i�-Y--�"-� � 1. Contractor shall install all irrigation equipment per local codes and ordinances. --- LANDSCAPE DESIGN PLAN PREPARED BY: RECOMMEN ED '* �- -7- 2. Contractor shall inform Landscape Architect 8e City Inspector of any field water pressure/meter discrepancies. ,` Frank w. �"I zzr-ss �-tT—I=•-'--"B�.—T���" I y Rcd ocher • �. it0 r -- — -- 3. Contractor shall stop all low head drainage by installing check valves in risers of heads as necessary. -, c; Go.` l l ocher IiABMACHER rro ss os�aT- ate'—� �- T" 4. Contractor shall eliminate excess over-spray onto buildings and pavement by installing Rain Bird PCS screens. * * DRAWN ASSOCIATES, INC. SHEET- - 3. This design is diagrammatic for clarity purposes,do not willfully install valves or equipment outside of planting areas. ,� s�^ ��. y �/, Landscape Architects �, 6. Contractor shall install Rainbird"PCS"screens in each head.(Refer to chart on this page to the left.) '�l —�{ r PM" CI +x-1774 Eex tray as$-5722 L-!-3 of 7. 14x41 Ywba 9En.t, 8udgi, 204 • 74vttq C1 22M fit' Of •CAL��'p�� CHECKED DRAWING R DATE 8l2of o 3 RLA No l t,o 19 56" l_ PROJECT SHEET NO. OF • I { BACKFLOW PREVENTER i EtICWSUO CQ400Et OGS-w ASSEMBLY R 1 N a _ ()PLACES TYPICAL Iot, /1 ^ NOT IS R:a•OVK NURSERY STAKES STORaH DRAIN ( ^ ( Y 1 r t ^ l 2. STAKES TO RE PLu+04 A+0 419 EL WET[ ROUND PLASTIC VALV BOX & l lJ /1 ►ArXIE TR BLU[ ---- -'� f COVER ETCHED "IRR TION GATE` S l o. stANt TREE PERPENgKVLwa i TO PREYAK04 11`47, NIPPLE i (CARSON OR EQUAL) 1 HR r �v U RED 8` THICK X !T` WIDE ' _ MI•.FINISH GRADE IpEwALK UrN.ITY JNBLACK EPDXY MUD WATiF IPROW PRESSURE / CONCRETE PAD LENGTH VARIES `� "' �R1 tpr tK O K PLTogACEp As LorCONNECTOR REGLJLA70R RASE --" PER SIZIVMANU ACTURE MUM E Iii Ai POSSIBLE 0r+ FLE ING O T Of Tat WHEERE SP CIES GRROWTH vwIRRIGATION CONTROLLER FOR LMAKE AND STRAINER WITH cO ISLOPE TO DRAIN AT M I 1 ALIOM iQR wlNtt FIEXINO OF TMC TRE[.PIG TAR EXPANSIONSEE 1 Out Not $T 1,Or AS tp LOST SUPPORT AN PERMITS. V LOOP (MIN.24 LONGI MODEL NO. 60 MESH _ OR A lOr tN( r•EAD tp DROP. wun TRUNK l , RADE 1 T Y R S wl CURS ANO GVTTE METE 10 S ` \ )r( * w T TO v S PLASTID VALVE BOX (CARSON OR MONEL SCREEN FINISH G YALVE Ste(__r s►MLLER �1T F ENUAU WITH PLASTID INTEGRATED !2 mea E7, us t yut , ` �\ L (X) SETS a PARI slEi LOCKING I.C. PLACE Al GRADE IN WATERPROOF All UNION t� * rte--^* ACED 2•- MART ATO wTN 1 ; DE PLACED AREAS.0 AND E ABOVE IN : .t. RES ENT WEDGE 2' OR LARGER WITH //- LOW 1m POSSIOL9 viz ON tH� / GALVANIZED SCREWS t0 r Ta NK TO ALLO Fp wy�Ip tp► OF STAKES Or-LOW URF �� LONGS POLES. NOT SO OF TAS TR L E HE.p 0► TRE[ ?MERE 1 Y wX wy J NOT SO LOW R AL TO LOST SPEC ES GROWTH ►I11t P£RkrtS, { 1 SUPPORT OR ALLOW X • CMK� T! ALVE Y OPERATWti NUT 2' DIAL LODGE POLE Pc+E S;AY.S tr+E NGO TO DROP. "a wwr TRUNK Tpt.ANT BED. WiR[ CONNECTK)NS N ��1► A'�ar y•'4 �`� ti., i ' x'';I' x r* ErOXV COATED PIG TAM. EXPANSION V� P L-. t T? x '?� .+ :•G: PAD WITH WOW PRES:RYAt1vt STAIN. LOOP WIN-2r LONGI NIPPLE - TYPICAL _ - - - - _ - - 50 ROOTBAtI TO xs;NO � _ (Z) PLACES i s ° T A4ov; hN'SH GRA DRIVE A ]MIN. OF r w00 IAN- •( ) SETS OF GNCN TIES SPAC;O 2+- FROM WATER SOURC a1 " APART•ATTACH WITH GALvA t_o NOTE( as Z 4 ! SOEWAI K a STAKES OUTSIDE ROpTyLL.ION . SCR-wi TO r IODGi POLES. CONTRACTOR TO INSTALL h HITg > SCH PVC �� Q' I wITN WOOD PRESERYAtM STrI.r, h (COMMON! i-- ADAP40 TOR F`t DRIVE S t r-t �4, 04 ,H ( I �- r DIA LODGE POLE PWC StMES SCOTCH LOK EPDXY FILLED + I i 909E COMPACTION - T11 - , B ERL tATLO OUTSIDE F 17 Ir/ A wN,Vy>r Of r wt0 CONNECTORS FOR ALL FLO L(1 • APPROAC`t E TO FORT wATERrvG SENSOR WIRE OR AL FL BLUE REQUIRED I - _ } Ot 3 _T- , BASIN. LouTEo outsl or unasruRB:o sou AND PosltroN INSTALL SCOTCH LOX$ Lif T4 CVA AN GUTtE. _ _ I r= 1�=11! vuvr Pa. IMMEDIATELY AFTER W{RES • -.- S' �' 1Q 10' STAKES OutSrot ROOT BALL. INSTALLING FLOW METER ♦ ]II- I i ARDOR CUARp w TURF AREAS AND I 1G4Y. MLT. U MI., MIT. (_III III= FRONT YARDS. RED 0 METER T tr- oP RooTaAu to E:TES) r j7' UNE TO SYSTEMS ' BLACK lit- MASTER C NTROL UNDERGROUND _. p STRUCTURE ty. NO x aAt r ILS UItN ry I R I`, 'TIGHTLY COUPACTEo r 3E.4m tO ioRM YALVt CATCH SASSY NO RO'<S GR A:t# FL.% • FLOWtMgT vv w RIGID PIPE AND RELATED FITTINGS SHALL BE PER TYPICAL (4) PLACES • TRANSFORMEA VAULT. T"Ar � Duvtt:f lI_I I I I1- pv� :t;'• • DIAMET 8AMR spUffil: CUCAMONGA COUNTY WATER DISTRICT STANDARDS /A' (/��/n'\ _ wAtE D OF 4X4 alt SA" FOR .g:�vs w ruaF f � R7uF PALL = GROVN C R wSTALLATER S, IOCA;i � P•ravT •�Ii To Oi (t) 1=11 JIT -LTi- ovtsloCONTRACTOR_$Fall VERIFY WITH OCWD PRIOR TO NC1ES: nv=s T- wlOty + SIIARTS TO g RE40VED PRlra to C:tY SIZO AP w N i + imt ;4 BALL. ACCEPTAIIC.. METER SIZE NOTE ; CONSTRUCTIO I !o �1 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED By T14C CITY ENC1.4EER f (- ow+EttR SAME s+zt !. INSTALL PER LOCAL. CODES. _ AS FLOW METER Stu 2• ALL TRIES IN THE R.Q.w. ARS sv2,rEtt to LWE.ov.SICF+T I i�I I': 1 A T 1=1(- 1=tT1=Tl 1=1� -- MINIMUM DISTANCE DOWNSTREAM Of 2 EQUIPMENT TO BE INSTALLED AT A MINIMUM Of 24` FROM ANY CRITERIA AS APPROVE BY TRAFFIC ENGINEER. !�I I1 EI =�j�1=IT-1 UNINTERRUPTED PIPE (SX DIAMETER STRUCTURES OR HARDSCAPINO. 3• AT ALL LOCM RESIDENTIALAOCAL RESIDENTIAL INTERSECTIONS PLACE 1st ` III I Ilf=�I EilIIF Irjlr OA FLOW METER SIZE) 3• WHEN UNIT IS NEXT TO A STRUCTURE (IE WALL. BUILDING, ETC-) 3/4 WASHED CRUSHED PARKWAY TREE AT A MIN. OF 2S• FROM BCR OR ECR. _III=141 R_III*IIi_II!EiI1-_T=1II- I IE MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE uNOIStuR3E0 NAulq SOIL. urIT1-T- I IIA a �I AGG GATES S. MAINTAiv 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND RTI=Ill=III=III=11 li TALLA� Ow LEY. 4. ORIENT UNIT PARALLEL TO STREET. ' FACrUTI£3, IN AQOITIOv ►wNLUN 1Q• FROM CENTER Of TREE TO ALL UTILITY -►I► T=III--11 E I(� ROOT L I1 MINIMUM DISTANCE UPSTREAM OP Tf! 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLG NOTES: .t.11 UNINTERRUPTED PIPE (PDX OI/T PROS •TEP TO !. PLACE AGGREGATE PRIOR TO 1NSTALLATIOj1 Rp VALVE 80X. OWNED MATER 3 SEWER LATERA( LINES. �- I T�E=1) DIAMETER Of FLOW METER SIZE) SON O'yy TO yMZ/. a. DaLETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 2. INSTAL(. CONTROL VALVES A MA OP 112 FROM STRUCTURES OR HARDSCAPWO. NOTES: (r � 1 �I NATM BACxFaL VAT.-4 NO FACHOITURSIUlo[. DISIMIVlR METALS. 3. WSTALL SALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT T SIDEWALKS S TREES S`IAII NOT eE l0UTE0 ON PROPERTY LINES• ROCKS GR AtER twLr r OIA ,,��,I}y 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER 4. PIACLr VALVE 80X AT RIGHT ANGLES TO STRUCTUR OR HARDS NO. S. STRfsi TREES AR[ SU91ECT TO INSPfCT10N ANO ACCEPTANCC Br THE 1. REvOvt NURSER? STARES If I 11� IG SII= F=IEII +�•�!I+� • 5. PLACE AGGREGATE PRIOR TO INSTAIAATK)N OF TALI BOX. ENGINEERING DIVISION. 2 STAxii 10 M PLvrS ANp PARALLEL •Imo- I� 11-1 I II_II I II 1� ti aFATERm"ALL Wit[ TIONS WITH FILL WHEN hWNUNE IS 3 OR LARGER. I 8. ATTACH METAL VALVE IDENTIFICATION TAO WITH APPROPRIATE CO ROLLER AND 7. STREET TREES SOLI BE PLANTED AIYO STAKED ACCOROINC TO THE PTY >L slut[ TREE PERPENOKuSAR 10 PREVAILING WINO. 1 I I I��ISI I IE NAPM SOK uNasruaBEO ►{A)O�TJr D�TANO[� ""''OW �AND TD1 v � 8. IF REQUIRED. PRESSURE REGULATOR TO BE INSTALLED ON VALVE NUMBER• i STANDARD PIANS. n INLET SIDE OF BACKFLOW LOOP. E ` . i TMrtCt 8001 6All w10TN CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALI ORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA V S E ° „ VALVE CITY OF RANCHO CUCAMONGA, CALIFORNIA APPRDVED,r ELOPE METER INSTALLATION _ - DOUBLE �P� REDUCED PRESSURE TREE PLACEMENT a DOUBLE•STAKED TREE ON SLOPE _ ACKFLOR PREVENTER _ - 3 or Smaller _ _ I. STAKED TRE B - c UTY EN�- DAT USt WrtM STANDARD SPECIFICATIONf FOR PUM.10 WWtic!CONSfRUCnOM n _. CIT DA USE WttN STNmARO S►ECIf1GAT1011S f0!PURIJp WORKS M .) �:Al• 24�� BOX ALL LCI-1D� DAT USt WRN STANDARD SPECIFICATION!FOR PUOUO WORKS CONSTRUCTIpY i STAND, ALONE CONTROLLER WITH ANTENNA ' i r r LR DOME ANTENNA PORT EPDXY FLLED LOCATED HAROSCAPINC OUTSIDE Of BOX. COAXIAL CABLE INSTALLATION/LOCATK)N .' OF COMPACTED COARSE GRIND PER CITY AND CALSENS[ - - --- d • ; _ REPRESENTATIVE. CALSENS CONTROLL WOOD FIBER MLILGH MODEL N0. PER PLANESGAPWti/ CONCRETE F�1 �GRADE I--�' in=M= t!�1- CALSENSI HARNESS '�-':' 111 111?• 1 v 120 VOLT DUPLEX t t OUTLET IGFCII. NON-SWITCHEDCALSENSt TP-1 BOARD IT.�j - 1--�F• v t1GNttr COACTCp r HERS t0 FORM �.. CONTROLLER TO BE WIRED _I i t - v DEPRESSED WATERING dAyN. - 1 �-' TOO OF ROOTBAIL t0 EXTEND Y El jj �I A3DVE FINISH GRAM TERMINAL STRIPS it CLEAv'$AGKFILL - SEE CLEAN KFIII - SEE ! TOP W RooTgAL► To `--' r w000 CHIP �vLtH. _ L EXTEND 7� ADOK �•� ORIGINAL GRAps ( �-� pAtIVE RA:�crlLt w7tN N9 ROCKS SIZE ( SPECS. FOR MATERIAL. �� SPECS R MATERIAL •t FlNr M NO OPEN ELECTRICAL WIRING go% COMPACTION REQUIRED +! -A CO. ACTpN REQUIRED i •r LT • GREArtA THAN Jr O&AvETCOMPAER, SHALL B[ IN CONTROLLERt . MOUNT AREA. FIELD WIRES 1 , I I - '�.�-F- �T�• 1 P_ �� l�Ry tlGl•ItLr Co+.PACr£p w T 11 I +lf � ' C; TO IDBS wAtERI�G 3 Lac. -j!I t�T NON-PRESSURES F TEGR LINE' E3 11 SAND `I t ALL CONNECTIONS SHALL i SCH• 0 SNS I(�j ,, ... . . �.-� rt BE WATERTIGHT 'OUTDOOR !� TR£uCH =III SHOVEL CUT EDGE COMPACTED I"- 11=4 I I ^( rI l I l -'I I I I-� TYPE' CONNECTIONS NATNE �� �! (' PRESSURE SUPPLY UNE: Roof S&L 1 l i 111�.�1=Ila� ROOT GALL ENCLOSURE MOUNT _m I _ a s t `` SCH /•0/C4 311 SY%.KE I �--- t '+ t' ?IPC NV TRENCH _ �_"� �_r, T. MIR - I 1-1 I I F r r 'I e : 1 I- '= NOTES. I _ ` !-� _ CON ." E SLEEVE _ _ _ _ _ _ _ -� �! (-`_ SIZE ►SER PLA INSTALL 1 0 3i (t) TICS TINE t INSTALL CONTROLLER PER MFG. PRINTED INSTRUCT AND PER LOCAL - PL/.rT Pit I- II I 11- 1- 1- (- I WIDTHPLAxT PIT TO 3S (t) AEI, t i CODES LOCATroN TO 8[ APPROVED IN FIELD BY TH[PTY INSPECTOR _ - I- CONTROL. WIRES - BUNDLE -111-I ' AQJA(:ENt tp P?fssuat T�Tt-I I" 1= II 1T-=11 11�� WIDTH a t�3 RCOt BALL m_l1-�i 10- II��-�-- wlptw pF THE Root ?rll. JJ . ',t 1 '1�- SUPPLY UNE 1 T-I 11=1 I i T_�I> E-T_- I}�L III-- 1 �--I�1--� PRIOR TO CONSTRUCTION. -I t 'F, 11_ AND TA?C AT 1S' 0•;• AND -� NOTES lfii Ti � �I= c-InT�I"r-J J�J� !r WstAl! ADJACENT TO �---`�;+ 1. P?TOR i0 PURCHASE PLACEMENT of THt MULC.'+. THE; CONTRACTOR SHALL T � 2 CONTROL WLR[ SEQUENCE TO COARESPQpND TO THE PLAN'S DESIGN !-1=1 _ _ - PRESSURE SUPPLY UN[ - !�! _ - - PRESSt�RE SUPPLY UNE SENTENCE OF REMOTE CONTROL YALVES -�-�I-- -. ! 1 TT j---j(j-� I TT!TT i-" SIEEV! SIZE TWICE SVBL111 L $AM7LE TO THE iNSPECT03 EGET APPROVAL. T �-r-Ti -��=� E_-,..I I t= OI�EM OF PRESSU� 2• MULCH UNDER TREES AND SHRtJBs AS OIRECTEO ON THE PUw3 AND 9LEN0 ,�.dTi 3. RUN ONE EXTRA WIRE (COLORI ORANGE)TO FARTHEST ACV ON EACH PROVIDE r OF SA•r0 YTT �,' gup^'y U,YE INTO,EDD S At GROUNO COVER AREAS. NAT yCATEA THAN N BRANCH 0/ THE MAINLIN[ FOR FUTURE USC PIOtAM. EACH ORANG[ TT I 1YP• BEDONO ')- t' TTP. GR.AT R THAN pvyETER' uNOIStuRb:O NAtM SOK. 3. MOISTEN MULCH AFTER WSTALAT04 TO ASSISI IN COMPACTION• WERE AT THE ENCLOSURE. H �- Ld F 4. PLACE NO MULCH WiTHIN A /' RADIUS Of THE CROWN OF A WOODY PLANTER. UNOISTUROEO NATNE SOIL. 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BB RED OR BLACK j NON-PR SSURE LATERAL ¢H COLOR UNE SLEEVE - SIZE TWICE DwMETE OF NON-PRESSURE S. NO SPLICES SHALL B[ MAD[ BETWEEN CONTROLLER AND REMOTE I LATERAL.UNE NOTES: NOTES: CONTROL VALVES 1, yNtANGLS MATTED 80011 p 1005Eryr�ALL ROOTS AT EOGs { 1piE' NOTES 1. uNTANGt`t rut Ep R00ts OT 1ppSElu IG ALL RDOTS AT EOGs ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO i. PlCtar_ AND LOOP CONtPOL vnRE AT gar C AuGES W OIRECTIOIY. 1. All SLEEVES TO BE SCH 40 PVC• W ROOT SAIt. 00 NOT CRACK ROOT GALL, OF ROOT BALL. DO NOT CRACK ROOF BAIL. d t DOME EN lLR) AND BE OPERABtt TO THE CITY TARO'S-CENTRAL COMPUTER � 2• EXTEND ALL SLEEVES 12' BEYOND EDGE 9P HARpSCAPIN3 AT DOTH ENDS. SYSTEM PRIOR TO ACCEPTANCE I' }. ROUT[ SLEEVING AROUND WWOICA? RAMPS. T. ALL ELECTRICAL DEVICES SHALL B[ GROUNDED PER LOCAL COOS 1 CITY OF RANCHO I CUCAIINIONGA, CALIFORNIA •' CITY OF RANCHO CUCAMONGA, CALIVORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA _CITY OF RANCHO CUCAMONGA, CALIFORNIA „ CITY OF RANCHO CUCAMONGA, CALIFORNIA _ CITY OF RANCHO CUCAMONGA, CALIFORNIAE MULCH INSTALLATION APPROVES 30 TYPICAL TRENCHING TYPICAL SLEEVING - W CONTAINER PLANTING w CONTAINER PLANTING ON SLOPE F CONTROLLER ASSEMBLY ` INSTALLATION - TYPE A , w CIT?ENGINE DAT Ust wrt11 STANDARD SPECIf1CAnoW FOR PUSUO WORKS COKM=1oR ------ + +• _... _ a R&.G 2493 - - y PLANTING NOTES 4"MULCH LAYER r HI-Pop SHRUB HEAO BODY SET TO i/e A`OVt FINISH GRAOi BACKflAW PCtEVENTION DEVICE SHALL BB INSTALLED WlI3iW�►"GI9ARD SHACK FINI N ENCLOSU[tB. MODELgGS-2 OD SHALLBB1N&PI.LLEDPAP*ALL%TOTHE I. CONTRACTOR SHALL NOTIFY THISCITYAND LANDSCAPE ARCHITECTOfSiTE _ p(ASTIC VALVE BOX Tk StFtuCTU�OR S REEx AN D SCREENED WITH SHRUBS WHENT VER POSSIBLE. CONDITIONS WHICH PREVENT INSTALLATION TER [LANs AND T SPECIFICATIONS. CONTRACTOR SHALT.BEs RESMNSIBLB FOR REMOVW ETCHED•QO•(CARSON ORE AND RE-INSTALLING IRRIGATION EQUIPMENT.AND REPLAN7'INO AREAS ' AT GRADE IN LAWN AREAS - B'MIN THIS DESIGN 13 DIAGRAMMATIC,ALL PIPING►VALVES.ETC.SHOWN WITHIN PAVED WHICH ARE NOT INSTALLED TER PLAN AND SPECIFICATION AT GRA E GRADE IN SHRUB w Max AREAS AftB FOR DESIGN CLARIFiCA110N ONLY AND SHALL E METALLED IN „/iraD GRO(JNOcovER AREAS M PLANTM AREAS WHENEVER POSSIBLE AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEI•L WALLS,STREET LIGHTS.SIDEWALK UTILITY LiNES AND 2 CONTRACTOR SHALL FOLLOW 171E DETAIL(AND SPi"CIFICATIONS FOR SOIL FINISH GRADE _ �_ PRErARA71pN, rI.ANT Mf REQUIREMENTS. STAKING AND BACKFILL ONEREQ HAV OF SPRUNG �j m EQVWMQ[T,AND AACHITECiVRAl.FEATURES REQUIREMENT ?APER MU1f.CH I t!I �J ,. --��.-;�� �`-="._.`�. I , RE�NJUREMENT3' LIMIT OF PLANTER AREA X I•-. CONTRACTOR SHALLNERIFY ALL CONDITIONS AND D04ENSMS SHOWN OIN MAN$ 3. CONTRACTOR SHALL FAMILIAMMI HIMSELFIHERSW WITH ALL I AWAY FROM HEADS - - v'' �\�> A?ENE S117S PRIOR TO COMMENCEMENT OF ANY WORK. ALiT DISCRERANCIES 33 QICK % SHALL B!REPORTED FOR DIREC71ON IMMEDIATELY TO THE CITY. UNDERGROUND UTIR TIE3.PI Al STRUCTURES.STAT NO SHALL THE SOLE I" OOU UN43 E ANY DAMAGE O FOR THE REM OILIN LAC FACILITIES. . NO COST TO THE CITY, I t-RTI RUBBER CAP ��--�� jam? THE CONTRACTOR SHALL woULLARLZE HIMSELF/HERSELF WI ALL ANY DAMAGE Of SAID UNDEItGOUND FACILITIES I STAINLESS STEEL ' UNDERGl:OUND VnUTIES. PIIS$AND �7AUC7URE3. AND SHALL TAILJ; SOLE SCFIEWCLAMP PLACES '�' RESP ONSiBiLJTY F011 THIQ REtA1RAtF1l.ACEMENT.AT NO COST TO THE CITY. FOR 4 NO 1LAN77N0 SHALL BB DONE UNTIL ALL OPERATION:M CONJUNCTION - i ANY DAMAGE OF SAID UNDERGROUND FACIUTlES WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN ,! CoMPI.ETEi�Fi 4AL GRADE$ HAVE BEEN ESTABLISHED,THE PLANTINGW41 WASHED ; m AGGREGATE BASE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVO FOR AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED.AND o�MLiM COVERAGE.WITH MINIMAL OVERSPMY ONTO WALKS STREETS.WALLS► THE WORK APPROVED BY THE CITY. ..:•�.• 6 ETC. THIS SHALL INCLUDE THE SELECTION AND IN3TALLATIQN OF A PRESSURE 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY SCH 40 BRASS NIPPLE COMPENSATiNO NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL AND LANDSCAPE ARCHITECT PRlC4Lt TO INSTALLATION.FINAL LOCATION OF I f� SCH ao g�'q�s NIT,pLE- CONSTRUCTION• ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A EouM 2r LON3 REPRESENTATIVE Of THE CITY PRIOR TO EXCAVATION. SCH 4O PVC WHEN VERTKAL OB3TRUC110NS D'tRE HYDRANTS.STREET LIGHTS.TREE3.ETC•) ar. :x 90 SER?fT ELL 901 STREET ELL QrTE1tfF�RE WIM 711E SPRAY PATTERN Of THE$PRQ�Ii RSI HEADS SG AS TO t, CONTRACTOR ISRESPONSIBLE FOILALL REPAIRS ANDIORREPLACEMENTOF tREVENi'PROMRCOVERAGl,TtR IRJtIQATIOL'ICONTRAC iORSHALL FIELDADUU3T . ANY DAMAGED LANDSCAPE AREAS BEYOND THE OMIT OF WORK.THAT IS Nox-DR_SSURE _- MARLEX 90' STREET ELL A , LATERA: FIvINC 4 SO E�LLV SCH 4o BRASS 90a ELL THE SPRINKLER SYSTEM BY 04STALLM A QUARTER CIRCLE OR HALF CIRCLE A DIRECT RESULT PL THE LANDSCAPE SHALL UCTiON AND OR HIS SUB• CONTRACTOR... REPLACEMENT ITEMS SHALE BE EXACT DtitLlCATE 0/ NOTE: J NON-PRESSURE LAJERAL LINE SCH 80 PVC NIPPLE SCH 4o BRAS$90• SPRIINKLi:RHEADONEACHSIDE01TIIEOBSTRVCTIONSOA$TQr�VIDEiROI£It 1. ALL SHRUBS AND GROUND COVER TE B[ PLANTED AT EQUAL TYPICAL (2) PLACES REsswe SUFKY 99MLL COVFAAGIL ALL ADJUS7M NM SHALL BE MAD!AT NO ADDi IPI COST TO I HIS ORiGINN.WORK OR rLANro,U1dLESS OTHERWISE APPROVED BY THE CITY. SPACING E LEC ULAR) UuNLESS OTHERWISE INDICATED ON ANTI-DRAIn VALVE AS REQUIRED ge FTrTu�13 CIiY. PLANS: SEE LEGEND FOR SPACING R£OUIREMENtS. REsst SUPPLY UNE 44 REBAR STAKE T. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. TO WALLS. WALKS. CUR3S (24'LONC4 FINAL QVANii7TESF'ORPLANT TMTERIALS04STALLEDSHALL BEGOVERNED I WHERE4-j"_R LIMITATIONS. ALL NTSHRUSS AND OROVNO COVER R NOTE. WSTALL ONE(1)SPARE ORANGE WIAB ALONO INE EMIR$LENGTH O1 THE BY THE INDICATED PLANT SPAC[NO REQUIRED. SELL BE PLANTED At ONE-HALF THE DESIGNATED SPACING 1. LCCA': HERO r t0 Ir FROV WALKS. CURBS. HAROSCAP>.YD. MOW STRIPS, IIA[NLRBSToTHE FARTHEST RFMOTECONTROLVALVE(RChgNEACH 8RAKIt FROM SUCH UWT�}3. SEE LEGEND FOR SPACING REQu1RE�I:NTS DESCRIPTION OF REVISION o(n A`0 :DUES of LAWN. NOTE tiGTNL h:�CH ORANGE WIRE At THE ENCLOSURE. INSTALL TERMINAL STRIPS IN t WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS DATE APPROVED 2. USE - LON TAPE ON ALL MALE THREADS. !. pLAC£AGGREGATE TO INSTALLATION OF VALVE BOX. ENCLOSURE FOR IRRIGATION WIRWOL ). SPACING REQUIREMENTS R IALS. SHAH GOVERN THE FI TE ON THTIEI }. INStA.L HEADS WITH INTERNAL CHECK vAtvt AND PRESSURE OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIYBI7S LANDSCAPE OF PND MATERIALS. PLANT puANtItIES IN KATE ON THE COAIP:LHEA D WITHIFEATURE AS PER THE IRALVE AN PLAN, IRRIGAT1E W SYSTEM Is BASED UPON A MAXIMUM OF 3[NCHFJ a WATER"A ARF. DETAILS HEADER iS REQl1ULED PURSVAM TOCITY STANDARDS � LEGEND ARE EStIkATES ONLY• CITY. OF RCUCAMONGA WEEK (7TJTtF)AND 3 INCHES OF WATER PER WEEK(GROUNDCOVER/SHRUBS) AND DETAILS HEREON 4. HEAD CONNECTION AT BOTTOM INLET ONLY. •A�,, APPLIED FOIL t HOUR)A NRGHT/3 DAYS A WIEK BETWEEN 7NE HOURS Of 9:QD P RN IA U CRM O N G A, CALIFORNIA. TO 5:00 A•M. �Y ONE VALVE PER CONTROLLER SHALL OPERA7$AT A TIME !. CLEAN-UT SHALL TAKE PLACE ON A DAJLY BASIS UNLESS OTHERWISE / � CITY OF RANCHO CUCAM0IYGA, CALIFO CITYOF RANCH C AtPRovEDBYrHECITY.VALVE WITHIN VALVE r[tESYa�1I3D[s[GNEnFGR7I+Eam�nMluMOPERA7TNGPREss<►RaAssHowNAT CITY OF RANCHO CUCAMONGA, CALIFORNIA1.9th _ H -POP S H R U 8 SPRAY =OUICKOUPUN(3 EACH POixt 01 CONNBC114N. THE MAM MUM DEMAND OF GALLONS PER MINU[1! I a THE FOLLOWMO SOIL AMENDMENTS SHALL BE FOR BID PURPOSES PNLY. S H R U B AND G R 0 U N D C 0 V E R GX-FOR NON-TURF AREAS 15 AS W I-CIFIED: THE IRRIGATION CONTRACTOR SHALL VERIFY THE ASV N Y FINN.SOIL AMENDMENT TYPE$AND QUANTITIES S1iALt BE BASED ON SOIL. STREETSCAPE , I WATER rRBSSURE AT THE SITII MW*TO THE START Of INSTALLA TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SPACING • CHANGES SHALL BE BROUGHT I'0 THE ATTENTION W THE CITY. SOLI.AMENDMENTS Y INTO RHE SO[l.A7 THE REQUIRED RATES PER 1,000 SQ. , TRACT 16432 ' RAlwo ' MAMMA AUTOMATIC CONTROLLEK TO 68 A CAIt.SENSE ET-2000.12,LR",T?I.TR 110 W/l,RlRtt DO11A8 g.RSTAJ.,I,,EQ W[1Hfld A"STRONGBOX"S6.24$S/1113 4 CY.NITROGEN STABILIZED SAWDUST IRRIGATION / PLANTING DETAILS A CONFERENCE VOLT CONTIFOLLER/El.ECT'RICAL• ENCLAStlRd MOUNT THE ANTEMtA PORI 120 Las GYPSUM - - NOTE:BEFORE ANY WORK COMMENCES. (EPDXY-FIL=ON TW Cl/THE ENCLOSURE PER MANUFACTURi;lI 5MKIEiS'ATKON;i 125 IBS GRO-POWER PLUS . 8 THE CITY'S REYRESENYATIYE AND NEW WA7EIl METiJt(SIZE PLAN).AS PROVIDED BY CCWD.13 REQVULED AT ALL AND ATTACH COAXIAL CABLE SYSTEM SHALL BE CLOSUREOffKATITO N AS D TO THE 2 5 ' HALL BETELD WITH Cron SHALL MAKE AlR1tANMiEM[Ms AND cm s ACCFITANCE ACTUAL 4ocATlox o►THE ENCLosuitls to TIE As ouLEc TED 1!. LANDSCAPE AREAS SHALL RECEIVE r OF WOOD CHIP MULCH UNDER ALL APPROVED 8Y: DATE: U THE CONTRACTOR REGARDING GENERAL REQUIREMENTS POINT'S OF CONNECTION. CONTRA BY A REPRESENTATIVE OF THE CITY. TREES AND SHRUBS.AND BLEND TNT'O EDGES AT GitOUNDCOVER AREAS, MY ALL COSTS FOR THE IN3TALLATiON OF A NEW WATER METER.CONTACT INE PURSUANT TO CITY STANDARDS AND DETAILS HEREQN. GRADINa CITY ENGINEER �GN � RCE N o. 249 3 CUCAMONGA COUNTY WATER DISTRICT FOR Cosri AND INSTALu71oN LpND$C.(p OF THIS WORK. ' THS COlHT MCTOR SHALL SUPPLY THE CONDUIT NEEDED FOII,TNE CONDUCTORS OPERATIONS SHALL ACCOMb100ATE THE MULCH CONTRACTOR SHALL f DESIGNS By:• RECOAFMENOED PROCEDURES. AND SHALL Ed RESPONSIBLR FOR;iNE POWER HOOK-UP fog THE IRR1(iATM SUBMIT A SAMPLE FOR THE CITT3 APPROVAL PRM TO PURCHASE AND ANEW WATER METER.FOLLOWED CONTRC►LLEL ELEC7RtKAL CONDUCTORS ANDAEM TO BIB PROVIDED BY SCI PLACEMENT. SHREDDED MULCH 1S AVAILABLE FROM �`�@� Fronk W. '��y FRANK CONTRACTOR SHALL VERIFY ALL CONDITIONS AND TYPICAL Poam or CONr�ECTiON Cor+s[ST of R•,dmD:�eF RADMAC HER S OWN ON PLAINS AT THE SITE PRIOR TO BY A PRESSURE REGULATOR (V REQUIRED)` FOLLOWED BY BACKFLOW \ CooRD[NArED AND PAID FOR BY TME DEVELOPFJL "BARHW ORIS" liC I 1 i O pIMENSIONB $ PREVENTION DEVICi'.FOLLOWED BY A FLOW METER.FOLLOWED BY A MASTERSET 12685 HOLLY STIWET D�"� ASSOCIATES. INC. SrlEer CONabIENC MEAT Nit ANY WORK. ALL DISCREPANCIES VALVE. ALL EQUIPMENT SMED ICAnoNss K FA INSTALL�E �T�sC,�,Y I AAREA p)a RRIGAfA�TED U�NL.ESS OTTHUW1 TED�TM PLANT � ;�yERSDjE,CALIFOI�IVIA * �s,�at�F. tm ND�� JJ, ? Landscape Architebts k4- �F. SHALL BE IdPORTED FOR D1ttIt;CTION IMMEDIATELY TO � ACTUAL LOCATION a THE EQtnPMIaIT TO BE AS DIRECTED/x+ � Ot4T •� ALL POI'-U►TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED s0 THAT E909) 538-3321 t Z. CHECKED Y: 14101E (744) /32-1'174 PAX (714) 832-57A ORA No. THE CITY INSPECTOR SITE BY A RE .RESENTATTVE Of THE CITY. THE TOP OF THE SPRINKLER HEAD IS W ABOVE FINISHED GRADE: 0 J• C�`\rt 14841 TorD3 Str..t. Suit. 204 Twt1>A, CA 92880 lq56 DATE /,7�03 R.LA NO. 1110 - PROJE(_'T S11E:11 NU _ I - . , . . I . . . . I SPRINKLER IRRIGATION SPECIFICATIONS r . PART 1 - GENERAL . 1.01 DESCRIPTION . A. Scop. of Works Provide alt labor. moferiais. transportation, and services necessary to furnish and Instant the C. The guarontee form shall be r•-fyped onto the Contractors letterhead and shad contain the following S. Use 10' x 10-1/4" round box for oil quick coupling volves installed within on-*trucfun londacoped areas. 3.04 TEMPORARY REPAIRS J Irctgotfon System as shown on the Drawings and described heroin. informations Carson industries No. 910-129 with green boll-down cover or approved equal. The Ci resuves the right to maks temporary re ir'$ ail neCost to keep the sprinkler CityPo ►Y pa eery P P system equipment in . 6. Sfandardat AN work and materials shall comply withovernin codes, safety orders. standards. and 1 GUARANTEE FOR IRRIGATION SYSTEM N. Sprinki•r Header n operating condition. The exercise of this right by the City shop not relieve the Contractor of hit responsibilities r+gulofions. and meal the minimum requlroments of the fond Specltfcoffone for Public Works Construction under the forms of the guarantee as herein specified. (Green Book) latest edition. I We hereby guarantee that the irrigation system we hays furnished and installed is fns from defeats to materials • 1. Ails nkler hoods shall be of the some site, type, and d•Uvtr the same rats of precipitation with the diameter 3.0$ EXISTING TREES and workmanship, and the work Ras been completed to accordance with the Drawings and Sp•otficattons, ordinary (or radio) of throw. pressure. and discharge as shown 00 the Drawings and/or specified in these special 1.02 QUALITY ASSURANCE 3 REQUIREMENTS wear and fear. unusual abuts. or neglect excepted. We ogre* to repair or replace any d•ftafs in material or provisions. U \ Where tlt fro necessary to excavate adjacent to existing tress. the Contractor shall us* all possible cart to avoid workmanship which may day#k during the period of on• year from date, of acceptance and also to repair or ury o •a nd tree roots. Exoovatton in areas where two 2 inch and A. Permits and Fes= The Contractor shop obtain and pay for any and all permits and all observations as required. replace 'any damage r•suffing frorn the repairing or replacing of such defeats of no odditlond costs to the City. We 2. Spray heads shad have a screw adjustment. O larger roofs oaaw shall be done a hand, shad maks such repairs or replacements within o rooaonobt# toms, a$ determined by the City. after receipt of A roots two (23 inches and larger in diameter. except directly in the path of pips or conduits shop be tunneled ° under and shod be heavily wrapped with burlap to p•vent scarring or excessive drying. Where a ditching machin• 0. Manufoctunro Direction= Manufacturer## diroctfons and detailed drawings shall be followed In ad cases where , written notice. in a event o our failure to make such repairs or replacements within a rtatonable time offer 3. Riser units shad b• fabricated in accordance with the details shown on the drawings• is run close to trees having rots smaller than two t2 inches in diameter, the wail of the trench a *cent to the ors• the manufacturers of articles used in this Conf vd furnish directions covering points not shown in the Drawings receipt of written notice from the City. we authorize the City to proceed to have said repairs or replocomenfe made shod be hand trimmed, making tiro= cuts through. goofs one (1 inch and larger in diameter shag b• painted with and Spoelfieotions. at out s�expense and we wig pay the coats and chargee therefor* upon demand. , 4. Riser nipples for all sprinkler head* shall be the torn• size as the riser opining in the sprinkler body. two eoofs of Tres Seal, or equaL Trenches adjacent to free should be closed within twenty-four (24 hoursl and C. Ordinances and Regulation= AN !*oafs municipal and state laws, and rules and regulations governing or PROJECT91 . i. An sprinkler horde of the same type shall be the sorrn� manufacturer. whore this le not possible. the side of the french adjacent to the tree shall be kept shaded with burlap or convcs. relating to any portion of this work ors hereby incorporated into and mods a part of thea* Sppeciffoattons. and their 3.00 FIELD QUALITY CONTROL provisions shod be carted out b the Contractor. Anythingcontained in these Specifications ahoil not be LOCATIONS 0. Slaving: . construed to conflict with any oftheabove rules. regulatons. or requirements of the some. However. when these A. Adjustment of the Systems S ectficatione and Drawings call for or describe materials, workmanship. or construction of s better qualify, L SIGNEOr 1. f. Sleeving under hardscops or paved areas for mainline, lateral lines or control wiring shag be Schedule 40 h gher standard, or I.argok site than is required by the above rules and regulations, the provisions of these P.V.C. or approved squat. 1. The Contractor shod flush and adjust all sprinkler heads for optimum performance and to pray T onto walks. roadways, and buildings as much as possible. Specifications and Drawings shad take precedents.. ADDRESSED+ P. Vandal ReaTstortf Controller Enclosures j � D D prevent oven 0. Explanation 9f Growing= PHONEt_ OATH OF ACCEPTANCE! L U it is determined that adjustments to the Irrigation f. Controller onafosure shay be of •tee and jequipment will provide proper and more adequate overage. . I. Due tO the Scale of the Drawings U to not possible to Indicate all offsets fIttingg,, sleeves. oto., which may be t���Z -QTS type shown on the lnigation Drawings and trrigaffon befall shoot. the Contractor shall make such adjustmenfs prior to planting. Adjustments may also Include changes in nozzle required. The Contractor shop earetruily investigate the structural and fintshea oondlttons affectin all of his work 2. A backboard shall be secured to the controller,enclosure housing to sizes and degrees of aro as required. 9 g provide a base for mounting the automatic and plan his work accordingly, furnished such fittings, stn., as may be required to most such conditions. Drawings 2.01 MATERIALS sprinkler controller and terminal strip. 3. Lowering raised sprinkler heads by the Contractor *hail b• accomplished within fen (10) days after notification ars general( diagrammatic and indlcative of the work to be insfalled. The work shag be installed in such a _ manner as to avoid conflicts between the irrigation system, planting and architectural features. A. Controls Us* only new materials of brands and types noted On drawing*. specified herein. a approved squats. 3. A 117 volt duplex box shad be provided with an On/Off switch. and a 117 volt receptacle. Metal conduit shall by the City. run from the 117 volt supply to the controller housing. AN power within the housing shag be properly phased. 4. AN sprinkler heads shad b* sal 2. AU work called for on the Drawings by notes or details such be furnished and installed whether or not 9. PVC Pressure Main line Pip* and flitinges p perpendicular to finished grades unless otherwise designated on the Drawings. specifically mentioned io the speaiftoattons. ,. 4. A fermind *hep shall be provided, clearly Indfcatin the proper points of connection of as appropriate wiring S. Rain Bird EFS-CP-PRS valves will b• sal I. Pressure main line ipiog for sites 3 and larger shad be PVC Class 31 S. (station valves. matter valve, common, control contrail per manufacturers specification w that wch lateral operates at design 3. The Contractor shad not willfully insfog the kripetion System as shown an the Drawings when U is obvious in 2. Class 315 pipe she bs mods from an NSI approved Ty pt f,•Garda t PVC compound confgrming to ASTM pressure. . the field that obstructions. grade differences, or discrepancies in area dimensions exist that might not have been rain specification 01794. AN pop mu meet requirsm•n e as sal forgo in Federal Specification PS-22-70, with Q. Nlecellonsous Irrigation Equipments f0. Totting of anon System considered 1n engineering. Such obstructions or differences should be brought to the attention of the City of on appropriate standard dimension ts.D.R) (Soivonf-weld Pips). - g " Y •rtes Rancho Cucamonga. in the event this notification is not performed, the Contractor shag assume full responsibility .3. Pressure main fine piping far sizes 1-t a and smaller shag be PVC Schedule 40 with solvent welded infs. 1. Refer to the Irrigation Pions fair sizes and types of miscellaneous Irrigation equipment. f. The Contractor shall request the prtusnee of the City of Rancho Cucamonga in writing of feast 48 hours in for any revision necessary. D p 9 / to advance of testing. 11.03 SUBMITTALS 4. Sah•dule 40 pips shod be mods from NSI approved Ty • 1. Grade 1 PVC compound conforming to ASTM 2• AU miscelloneoW irrigation equtjxnent shag be a specified or approved equate i rain specification 01704. AN pipe must most requirements as act forth in Federal Specification PS-21-70. - PART � - EISE 00N 1 L.Test ad pressure [Ines under hydrosfafte pressure of 150 pounds per square inch and prove watertight. " A. Material Ii&tt I S. PVC solvent-weld fitlingt shad be Schedule 40, 11-1 NSI approved conforming to`ASTM tett procedure 3.01 OBSERVATION Q/ SITE CONDITIONS I00 Nota Testing of pressure main lino shop occur prior to installation of.the electric control valves. I. The Contractor shall furnish the article*. equipment, materials. or processes specified by name in the Drawings D240L L AN piping under paved areas she# be tested under hydroatatte pressure of 150 pounds er s anal Spsaificof ons. No substitution will be allowed without prior written approval by the City of Rancho A. All scaled dimensions or* approximate. The Confroctge shall check and vertf all site dimensions and receive prior p square inch and proven watertight or to paving. 1 pips 9 tyP pprovd from the C( of Rancho Cucamonga or f0 4. Sustain preauro in linos for not Ices than six (6) hours. H teaks d•wtop, replace j*infs and repeat fest until Cucamonga. 0. Solvent cement and w for PVC solvent-weld t s abd fittin • shag be of sand installation methods a City g prior proceeding with work un er this S#ottort, proscribed by the manufacturer. � L Complete material list shall be submitted prior to performing any work. Material list &full Include the !!. Exerota extreme oars im excavating and working near •xi*ttn9 utilities. The Contractor shad be responsible for entire s stem is van watertight. manufacturer model number. and description of ail materials and equipment to be used. Although manufacturer 7. AN PVC pipe must boor the following marki6g&t damages to utilities which ars **use# by his operations at neglect. Check existing utilities drawings for existing y � g and other Information may be different. the following le a grids to proper submittal formals utility locations. S. AN hydrostatic tests shag be mode only in the presence of the General Contractor and the City of Rancho a Monufoatpipr• name Item Ne, 0�•,gdp,tign,_•M,anufncturer ModelNo. Ib. NorrZfnal pipe sits IC. CoordinateInstallation of sprinkler materials including pipe, to there shop be no interference, with utilities orCucamonga. No pipe shad be backfilled until It hos been observed. tested, and acproved in writing. a. Schedule at close other construction or difficulty to planting tress, shrubs, and ground overs. 0. Furnish necessary forts pump and oil other test equipment. I gockflAutomatic Pnwnter FobcoCals 825-1 d. Pressure rating its at.S.L O. The Contractor shad carefully chock all grades to satisfy himself that he may safely proceed before starting 7. When the irrigation system is completed, perform a coverage toot in the present* of the City of Rancho 3 Matter V Controller Cala 10 ETi e. NSI (National Sanitation Foundation) approval work on the irrigation ayeferm Cucamonga to determine if the water eoveroge for planting areas is complete ane adequate. Furnish all materials 3 Etc. Vale* Superior 3100. RCY t. Gaff► of extrusion and perform all work required to correct any inadequacies of coverage due to deviations from the Drawings. or 4 Eta. Eta. Ek. 8. Ail fillings shop bear the manufacturers name or trademark, material de*ignotkn, siz*. applicable I.P.S. 3.03 PREPARATION g " 1. . irrigation submittal must be sprolfte and complete. All Items must by Iist and should include solvent, primer, schedule and NSI stal cf appr'ovaL where the system has boon willfully installed as tndlcoted on the Drawings when it io obviously Inadequate, wire, connectors. valve. boxes. of*. No copies of monufadursr s literature (catolog cuts) are required as submittd IA. Physical layouh1. without bringing this to the attention of the City of Rancho Cucamonga. This test shall be accomplished before information. C. PVC Non-Pressure Lateral LinePiping: any ground cover is planted. 1. Prior to installation, the Contractor shall sits stake out all pressure supply Ones, routing and location of sprinkler 8. U a completion of *ooh phase of work. the emirs system shag b• tested anO adjusted to moot *ifs 3. Equipment or materials installed or furnished without prior opproval of the City of Rancho Cucamonga may b• 1. Non-prossurs buried lateral line piping shad be PVC Schedule 40 with solvenf-weld joint$ whom installed in hoods. .. r �° j rejected and the Contractor may be required to remove such materials from the age at his own expense. planting areas. eqv emc=ee. 4. Approval of any item. alternative or substitute indicates only that the product or products apparently most the 2. Non-prsssurs lateral line piping installed under paved areas shad be PVC Schedule 40 with solvent welded 2• A1) layout shall be approved by the City of Rancho Cucamonga prior to instalfatioe. 3.07 MAINTENANCE requirement& of the Drawings and Specifications on the basis of the information or samples submitted. joint*. B. Water Supplys i A: The entire irrigation system shad be under full aufornatl* operation for a period of coven (7) days prior to any S. Manufachwar's warranties shall not relieve the Contractor of his liability under the guaranfee. Such warranties 3. Pips shop be mode from NSI approved, Type i Grads d PVC compound conforming to ASTM resin f. The irrigation system shall be conn•afed to water supply point(,) of connection as indicated on the,�awings. ' 'planting. shall only supplement the guarantee. specification D1784. Ali pip* must most requirements act forth in Federal Specification PS-22-70 with an @. The City of Rancho Cucamonga reserves the right to waive or shoritn the o er titan period. L Connections shad be mods at the approximate lootion(s) shown on the Drawing$. The Contractor is p p appropriate standard diunension ratio. p fon B. RECORD DRAWINGS1 responsible for minor *hang#$ caused by actual *ifs conditions. 3.04 CLEAN-UP 4. Except of noted in phs f. 2, ort0 3 of this station (2.019). ON requirements for non-presaur lateral One f. The Contractor shod provide and keep up-to-date a complete record Ist of blutilns ozaild prints which shad be pips and fittings *had be the some as for solvent-weld pressure man line pips and fittings °s tet forth in section C. Electrical Supplys Clean-u shall be mod* as tach corrected daily. showing #v change from the original Drawing* and Specifications and the exact 1netaUed 'LOi9 of the Specifications. P portion of work progresses. Refuse and excess dirt shall b* removed from the T 9 9 sits. ail walks and paving shall b* bloomed or washed down. and any damage sustained on the work of others shall locations, sizes, and kinds of equlpmmt. Prints for this purpose may be obtained from the City of Ranchof. Electrical connections for any and all cufomatio oonfrollen shag be mods to electrical poton as nt(s) of connection be =paired to its original condition.Cucamonga of cost. This sal of drawings shad be kept on the site and shall be used only as a record set. D. Brass Pips and Fittir+gas indicated on the Drawings. L The Contractor shop make neat and legible notations on fh• record drawing progress sheets dolly as the work I 1. Where indicated on the Drawings. use, red brass strewed pips conforming to rod" Specification 1WW-P-351. 2. Connections shad be made of the approximate lootion(s) shown on the Drawings. The Confroctor is � 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE I . pprosoceeds, showing the work as actually installed, rat example. should a piece of equipment be installed In a responsible for minor changes cause by actual site conditlonL A. The Contractor shad O erofe each system in Its entire for the City of Rancho Cucamonga of time of find location that does not match the plan, the Contractor must indicate that uipment has been relocated In a graphic 2. Fittings shad be rNf brass conforming to Federal Specification 1WW-P-400. 3.03 INSTALLATION }y g manner so as to match the original symbols as indicated in the Irrigation 1 end. The relocated equipment and complete s My item* Teemed not Rancho by the City of Rancho Cua°monga shall be reworked to the . dimensions WIN then be transferred to the original record drawing plan of the proper time. eq D G Copper Pipe and Fitting= A. Tronchingt complete wftsfaction of the City of Rancho Cuomonga 3. Before the dot* of the find observations the Contractor shad transfer ad information from the "record drawing' f. Pipes Type K, hard tempered. f. Dig trenches strofght and *up pfps continuously on bottom of trench. Lay pips to on even grade. Trenchingc The Contractor inghag show equipmevid4noe to the qui of Rancho Cucamonga that the City has received of accessories, 9 1 ed charts. record drawings. and equipment as*required before find site obstnotfon can Deur. prints to a septa mylar or similar myylar matertaL Arrangements &had be mods through the city for obtaining said excavation shad follow layout Ind oat on thts Drawings and as noted, aspic mylor or similar mylor materiaL AN work shad be is waterproof India ink and applied to the mylar b a1. L fitting= wrought *upper. solder joint type. 3.10 SITE OBSERVATION SCHEDULE technical pin made expressly for use on mylor matorlaL Such pen shad be similar to those manufactured by 2. Provide for a minimus+ of twenty-four (24) inches cover for ad irrigation lines installed under paving or Ropidogroph, Kutffei # oser, or Fab Castoff. The dimonsflns *hap be mad* as to be easily readable even on 3 Joints shall be soldered with siW*rvitdddL5ddpper.X1 sine,Voodmlum. soddus fat 1125 hardsooping. A. The Contractor shod b• responsible for notifying the City of Rancho Cucamonga in advance for the following the final controller chart (&ee Station Q. The original m lar record drawing' Ian shad be submitted to the CityF, and,�Uqufdus dt FL14S 77 pp 9 g observation meetings, according to the time indtofedt of_Rancho Cucamonga for approval prior to the completion of the controller a haps 1 3. Provide for a minimum of Twenty-four (24) inches *.over for an pressure supply Ones of three (3) inches or F. Gough ve= larger in diameter. f. Pro-Job Conference - 7 days 4. The Contractor shad dimension from two �2) permanent points of reference. such as but{ding carne=, sidewalk 1. Bap Valves (tg' and smaller) • edge*. rod intersection*. rt*.. the location o the following Homes )r Inchesovl� r a minimum of eighteen (18) inches coyer for ad prossur• supply Knot of two and one half (2j4 ) L Pressure supply line installation - 24 hours a. Connection to existing water Ones. a Ball valves shall be o 125 Ib SWP bronze valve with threaded ends and shad be •quipped with a stainless steel smaller j S. Lateral line and sprinkler installation - 24 hours It. Connection to "feting electrical power. handle. S. Provide for a minimum of twelve (12) inches for alf non-pressure One#. *. Gats valves. b. Bad valva shad be Hiboo T- 505-70-60 or approved •quaL 4. Automatic controller installation - 24 hour . d. Routing of sprinkler pressure lines (dimension max. IOW along routing). o. Ad Beg valves *hall be installed per detail. I 0. Provide for a minimum cover of eighteen (18) inches for all on" wiring. • e. Sprinkler control valves. 2. RestV•nt Wedge Gots Valw 3' and larger) i S. Control win installation - 24 hours f. Routing of control wiring and locations of all splice boxes. 9 ( ar9 ) 7. Refer h City Standard 120 Trench Repotr" when within City *frosts susceptible to traffis foods. Quick coupling valves. . 6. Pressure supply line and lateral line testing - 44 hour a R•alUont Wed a Cats valves *hail be e Stub-orfs #ar future oann•attons. g Pox)► coated anal equipped with a 3 operating nus: B. Backtlilingt L Other related equipment as directed b the Ci of Rancho Cucamonga. b. Resident Wedge Gats valves shag be o. 403 RT-RW as supplied by Waffs at approved equal y City y I. Coverages test - 40 hours 5. On or before the dot* of the find field observation the Contractor shad deliver the corrected and completed e. AS Resilient edge Gate valves shad be installed per data#. f. The trenches shag not be backfilled until,ag-required test* or# performed. Trenches shod be carefully bockfUlad sphas to the Cityof Rancho Cucamonga. Delivery of the spies WIN not rellove the Contractor of the with the excavated moferfals approved for backfultng, consisting of earth loam, sandy *lay, tend, or other 8. Find observation - 7 days responsibility of urnishing required information that may be omitted from the prints. 0. Quick Coupling Valves: approved materials fro* from tarp* clods of earth or stories. Backfnl Aod be, mechanically compacted in landsoa •d QMeL #e a dry density equal to a(jocent undisturbed sod in planting arias. Backfill WIN conform to 9. When observations have been eondueted other than the City of Rancho Cucamonga, show evidence in writing C. Controller Chart= f. Quick coupling valves shad hays o brass. two-plat* body designed for working pressure of 150 P.5.1: adjoo•nf grades without dips, sunken areas. humps or other surface irregWaritles. of when and by whom those observations were mode. 1. As-buiffs drawings shad be approved by the Cly o1 Ranch* Cucamonga before controller charts are prepared. 2. Quick coupling valve shod be operable with a quick coupler key. Key site and typo shall be as shown on the L A fins granular material bockfip wig be initially placed on all Ones. No foreign matter larger than ono-half %) C. No f* observations win commence withoyt 'As-Built' record drawings. The contractor shall not oil for a Drawing& inch in size WIN be permitted io the Initial boakfill. g completing previously noted contractors. a without site vt without As-Buil" record drawings. without corn letin L Provide one controller chart for eoch controller sequence. proposing the system for sold visit. H. 8ocktkw Prevention Unita 3. Flooding o/ trenches will be permitted only with approval of the City of Rancho Cucamonga. " 3. The short *half show the ore* controlled by the automatic controller and shall be the maximum eizo which the 1. Baokflow prevention unit shop be of size and s indicated on the Irrigation drawin s. instal backfiow 4. If settlement occurs and subsequent adjustments in pip*, valves. sprinkler heads, lawn, plantl CONCRETE SPECIFICATIONS controller door will allow. typo 9 eq dj D P dj ng, or other prevention units In aaccadancs with the Drawings. construction at* necessary, the Contractor shall make ad required adjustments without cost to the City. ) PART 1 GENERAL se4. ue chart is h be o reduced drawing of the actual installed enlarged How ofzer, in the event the controller L Wye strainers of backflow prevention units shad have a bronzed strewed bo with 60 mesh mortal screen and C. Trenchin and Backfill Under Pavin sequence !* not legible when the drawing is reduced. g shad be *n{arged to c elzs that will be readable when shop bre similar to Bahia+y 110011 a approved equal. y 9 1.01 Description redf. Trenches tocafed and arras where paring, asphoitk-on e or concrete WIN be installed, shall be baekfilted For concrete information refer to the Standard Specification* for Publio Work* ,onstruction Green Books S. The chart shop be a black line or bluoilne ozalld print and a different color shop be used f° indicate the area of 3. AN pressure main Un• piphn00 between the point of connection and the bockflow provonfor shall be Installed as with tend 0 layer four inches below the pipe and ails o) inches above the pipe) and compacted in layers to 95 Won per the Ci at Rancho Cugamonga f D required by local node. Th# Cintrocfor shop verify with the local governing b qq typo and % compact using manual or mechanical tamping devices. Trenches for V1, Ing shall be compact to squat the related to the installation, er and post installation of concrete work.fm materials,and dlabor, as wed titan-u. other actions covsrogts for •ooh station. q Y g° 9 °dr as to material 9 p p po n p The Standard installation procedures prior to stat of onatructlon. Submit shop drawing for approval. compaction oI the existing adjacent undisturbed sod and shall be tett In a firm unyielding condition. Ail trenches Speoifloctions for Public Works Construction to available from: 0. When completed and approved. the chart shop be hermetically sealed between two pieces of ptastle, eaoh piece 1. Cheek YGiva= shad be left flush with the adjoining grade. The Controofor shop set in place. cap and pressure fast og piping under being a minimum 20 mitt. paving pilot h the paving work. N Buildin News 305$ Overland Avenue 1. These charts shad be completed and approved prior to the find field observation of the irrigation system. 1. Swing check valva d' and smaller shall be 200 pound W.O.O. bronze construction with r•ploctable L Gonerallr, piping under xisting wgIke is done by jackin boring. or hydraulic driving. but where any artd= or Los Angels*. CA 90034 composition. =•apron*. or rubber dies and than meet or exceed Federal Specification WW-Y--Stns Class A, Typo brrgking of sidewalk$ and o► Conor a is necgs°ry. d th be don• ondl replaced by the Contractor ase o pa� o/ the (3t0) 202-7775 D. Operation and Maintenance Manuel= IV. Contract Cost. Permission to cut or break sidewalks and or concrete shad be obtained from the City of Rancho f. Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior to completion of L Anfl-drain valves shad be of heavy duty virgin PVC construction with I.I.P. thread inlet and outlet d Cucamonga No hydraulic driving will be permitted under comets paving. 1.02 Scope Internal M construction, two.hard-over. three ring binders containing the following Informations ports shop be stainless steel and neopprrane. heti-drain valve stag be field adjustable ogatnst drawout from 5 to 40 3. Refer to City Standard 120 Trench RspaV when within City sfroets suswptible to trofftt loads. Furniah artd install all concrete work oompiet* as indicated on the drawings o• as sptaiflyd. Including. but not fist of head. Anti-drain nrotw shop be similar to the Yoko= ADV" a approved equal limited to the stall ng: . a Index *hoof which *lata Controotoes :name. address. and telephone number, and which Oats eaoh installed 0. Assernbiie= J. Control Wirin equipment and material item including =oma and addresses of manufactures kcal rpreeentatiw#. � f. Routing of sprinkler Irrigation A. Furnish and est GU reinforcing steel. bons. and onahon. b Catalog and ports sheets on every material and equipment Item installed under this Contract. n9 prl gation lines as indicated on the Drawings is coog9rroommotl*. install Ones (artd various a. Guarantee stat•rrt•nt. f. Extent as noted 9th•rwis*. conn•otlons between the automatic confrollsrs and the electric control valves *hall ossembti•s) in such a manner as to conform with the details in the Drawings. 9. Install od items required by other trades which ore to be cast into concrete. d. Complete operating and mainttnonce instructions on all major equipment. - b• mods with direct burial copper win AWG-UJ. 600 volt. Control wiring installed in control wire conduit - within structure *hall be mads with AWG-TW *9114 copper wire. Phot wires shad be a different color wire for 2. Install NO muffipf# assemblies in pia*tio One*. Provide each assembly with its own outlet. C. Conor h mow strips. footings for walls. fenoing, posts. benches, eta.. where applicable. L in addition to the above mentioned maintenance manual*. provide the Cbty's maintenance personnel with took autormatie oonfrolid: Common wires shad be white with a different color stripe for each amfomatis pp bit. instructions for major equipment and show evidence in writing to the City of Rancho Cucamonga at the conclusion controller. instal in accordance with valve manufacturer's speolficatlone and win chart. In no case sholl win site 3. install all assemblies specified herein in accordance with respective defo#. In absence of det ll drawings or 1.03 Protection of the project that thisservice has bean rendered. be less than 114. Specifications perfolning to specific items required to complete work, perform such work in accordant• with best , standard proottos with prior approval of City of Rancho Cuaamonga. ' l 3 Ad finished concrete work shag be barricaded to pedestrian traffic for three ( ) doge. Barricadebo shall placed G Equipment to be FumL Wirin tshtdt g shad oeaupy the torn* uanah and *hag be installed along the *am# rovh de or lateral pressure supply � imediafeh after ,concrete finishing. Contractor shall furnish, place and remove all of his own urnban'tcades. lino wherever possible. 4. PVC pipe and flif ile shag be thoroughly cleaned of dirt, dust, and moisture before installation, Installation and Contractor *halt be responsible far any damage to new epnatruatlon and replacement or repair of the work shall be 1. Supply as a part of this contract the following tool= 3. Where mon than ono (1) wire Is placed to o trench. the wiring shag be taped together of Intervait of fifteen (1 S) solvent welding methods shag be as recommended by the pips and fitting manufacturer; made without added oat to the City. a. Two (2) sets of special tools required for removing, disassembling and adjusting each typo of sprinkler and fset. 5. do PVC to metal connection*. the Contractor *hall worst the metal connections first Teflon fop* or approved 1.04 Cltan-up valve au Iced on this project. equal, shop be used on all threaded PVC t PVC. and on all tM*aded PVC to metal joints. Light wronah pressure b. Two 2 tour-foot voles keys foe operation of gats valve#. �4. An expansion curl stung be provided within three (3) fed of *cob wire connection. Expansion curt shad be of tt asp that is required. Where threaded PVC connections ere required, use► threaded PVC adopfws info which the Upon oompietton of au concrete work and beton* final acceptoncs. the Contractor shad =mow an tools, surplus sufficient length at each split* connection d each electric control valve ae that in cos* of repair. the valve bonnet pf e may be solvent welded. materials. apparatus, debris. et*. from the sit* and the efts shall be lett in o clean. =rot condition acceptable to the a. Two 2 k+ s fa Toch automatic controller. 91 D yy y may be brought to the surface without di*connrctin the *antral wires f�orttrol wires shad be laid kcal In G Line Clroron*= City. d. One 1 quick coupler key and matching has* swivel for every five (S) or fraction thereof of each type of quick trench without stress or stretching win conductors.9 y ` coupling valve Installed. f. AN lines shop have a minimum clearance of six (e) 1 hes from •o*h other and twelve (12) inches from Tina of L The above mentioned equipment shad be turned over to the City of the conclusion of the project. Before find S. Ad spikes shall be rind* with Sootah-Lok 13570 Connector Sealing Packes Rafnbird Snap-Tile wire other trades, with the exception of the control win sleweZal which shod be installed adjoctnt to pressure supply " observation con occur. evidence that the City hos received motorial must be shown to the City of Rancho connector!., or approved equal Make only ono splice with each connector staling pock. line. Parallel lInes shop not be installed directly over on* another. Cucamonga L Field splices between the automatic controller and electric control valves wig not be allowed without prior F. Automatic Controller Asstmblyt 14 1.04 PRODUCT DELIVERY, STORAGE AND HANDLINO approval of the City of Rasoho Cucamonga. inetGg as per manufacturer's instructions. Remats control valves shag be connected to controller in numerical ! F A. Handling of PVC pipe and fitting= The Contractor is cautioned to exercise core In handling, loading. K. Automatie Controllon sequence as shown on the Drawings. unfoodtng, and storing PVC Pip* and fttthngs. AN PVC pip* *hall be tronsported In a vehicle which Gila** the y 1. Automatic controls t shod b• of size and shown on the Drawings. g 9 9 length of pipe .a Oe fiat #o at not to subject N to under bandingor a conc•nfrofed external load of any po int. M or{ ) type g 0. High Voltage Whin for Automatic Controllers station of pipe that has boon donfed or damaged wig be discarded. and It installed, shall be replaced with new 2, Find location of outumatis controll s stroll be piping. •rt j approved by the City of Rancho Cu*Gmonga 1. 120 volt power connection h the automatic controller shall be provided by the Contractor. DESCRIPTION OF REVISION C'n 11.05 SU93TITVTIONS 3. Unless otherwise noted on the Drawinges the 120 volt electrical power to eaoh °ufonwito controller location Is to DATE APPROVED be furnished by others. The find electrical hook-up shad be the responsibility of the Contractor. L AN electrical work shod conform to local cod•*. ordinances, and union authorities having jurisdiction. A. if the Contractor wishes to substitute any equipment or materials for the equipment or materials listed on the b Electric Control Valvelu FL Rtmoh Control Volvo= Drawings and Specification*. he may do to by providing the following information to the City of Rancho CITY OF R CUCAh..A,%1GA ' Cucamonga for approval. 1. AN ol#chle control valves *had be the same size and typo shown on the Drawings. 1. Install where shown on the Orgwings. Where group*d together, allow of least twelve (12) inches between fro! f. Provide a staitment indicating the reason for making the substitution. Use a separate *host of paper for each adjacent valve boxes. Install *ooh remote con valva W o *#paste valve box. item to b#. submittod. L AN electric control valves shall have a manual flaw adjustment. • L flushing of System: .419th / - T L Provide d . '1 -il sscriptive catalog literature, performance charts and flow charts for each Item to be subafifuted. 3. Provide and instaY on• control valve box for wash ebctrio control valve. �. I I . I . f. After ad now sprinkler pipe lines and rissn ars In place and connected ad necessary diversion work has been �� �'}�*1J��[1/'� A_ 1 . 3. Provide the amount of cost savings if the substituted item it approved. M. Control Valv Box*= comrlehd and prior to installation of sprinkler hoods, the control valves Zall be opened and full hood of water " ,• O �-1 H 1 `�` L•�l 4l 4 1. Use 10' x 10-3 4' round box for ad ussto f�ush out the system. j�\.i1\i .Lal i. V�, , ,l.i ff.� @. The City of Rancho Cucamonga shop have the sole responsibility in accepting a njectin99 any submittal item / gat* valves. Carson Industria 1910-izs with preen bait-down cover or - . . as an approved equal to the equipment and material* listed on the Drawings and SpeoificatiOns. approved equal. Extensloo st#ov *hop be PVC with minimum eiz* of six (6) inch*#. L Sprinkler heads shod be installed only after flushing of the system has boon accomplished to the complete 1.00 GUARANTEE 2. Use 9-1/3" x x rectangular box for all el•cMo control valves. Canon Industries / t419-1210 with green satisfaction of the city of Rancho Cucamonga. - TRACT' 18432 n RANCID CUEAMONQA► bog-down cover or approved equal. J. Sprinkler Htada . A. The guaronf•o for the irrigation system shad be mode In accordance with trie attached farm. The Con" 3. Use Beiameter x 8-3 4 dee round plastic valve box fa ail quick coupling valves. Corson Industries 006-12 1. install the Winkler hoods as dest nated on the Drawings. Sprinkler hoods to be tnsfalled in this work shag be © O/'� /"► tC T-P f Conditions and Supplementary Conditions of these Specifications shag be filed with the City prior to acceptance " p D q p 9 ilF oily 9 it Pri "" LR.�GM �V N ���V I�{,`j�1 1O��• ', of the irriootton► sy&tem. .with green flex-lock cover or approved equal equivalent in GU respects to thoto itemized. �� M•26 e. A copy of the Guarantee form shall be Included in the operation* and mointonanc• manual 4. Use 9-1/3' x 10' x it" rectangular box for all electric control valves installed within on-grade landscaped areas. L Spacing of heads shad not exceed the maximum indicated on the Drawings. in no costs ahoil the spacing exceed � APPROVED BY: �'�616P DATE; _ ` QCanon Industries 1 1419-129 with green boll-down cover or approved equal. the maximum recommended by the manufacturer. CITY ENGINEER � RCE NO. 24953 n . S f IDMNED or. RECOAfMENGEpe N Frank W. y r,K. FRANK 4 Rad ocher UC. #1110 r^ ORADMACHERDRAWN BY: ASSOCIATES, INC. Sri' ;,A _ _ X11 vw. 1* Landscape Architects L� QF -t . 1F O f C��`�OQ. CHECK V. PHO�ij (714) 832-1774 1PAX Yorba Street Suit* 204714) 80721�� DRAW! No. . . I _ - PROJECr SNEEr Na � 8TRE LIGHT 19t� V I f�� .............. As TREET"T '4.9[i•dZ T•C. " t0 15t?Gt09 .G. 4 u r , ! a .. n 11 r r M r � r r u A,. + •• , In r N i • > p g 1 1 n r r v r r r. . h , , •L i{� . . . . . . . . . . . . . . tT a t e c c c c c c a c c a c c a c a c e e c e c c e G V1 . . . gor 7 . AREA MAFFED W N.T.5. y MAhDN R l wau. scALi:s I' • so' y la 111J1. 2o' .� 401 Z a AA-1110 TG. �► arrt y It l 14," -10 FAV MR P �� 5• 3111 3•��� �! ,., PAR s IDiti LIC p ,rE{Z SEC TION B AMi_tHYBt 9TREEt A �` . i. r-'j . . T2 � . 21 AMETWY6T 3 STREET I 2a �, q s ED COBBLESTONE - TYPICAL RIVER WASH __.._ STREETt0fr-- LINE OF $r HT RE T .TRE T LIGHT , � 14,13,90 T y 1 gTREEY' LIGHT .. .. .; i'n® o • ` o •� o ' V • . : ' ' ' o 5 S5 5 5 }� F- � Uj AREA MAPPED..� �, s � •, �. some N.T.5. OCALEs V • 200 F- I •• o . . I watt• a •• N PLANT MATERIA,.LS LEGEND • Symbol Botanical/Common Name Size Spacing Quantity Trees: �3 T-1 Lagerstroemlia l6di6A'Muskogee'-Crape Myrtle 24"Boa Std. gid'O.C. U y r`#qr.r T-2 Geijera parviflora-Australian Willow 15 Gallon Std. 1201-O.C. k ' T-3 Brachychiton populueus-Bottle Tree 15 Gallon 5i'c�. per plan, 12 Shrubs: 1 •• _El–_. S-1 CF f33T lI.Pt.U_. JME -,DYE f'LUKAB W F _.:. ?..._ j 1 gallon 2' O.C. 1 p Q- 3-2 N1Mi0H�lA DOf�SE4TCK- 'NM*RCA .: 5 Gallon 2' O.C. 60 v 3-3 Abella granditlora`Edward Goucher'-Pink Abelia 5 Gallon 4' O.C. 77 NO. DE5C1"'iIPtION OF REVI510N MATE APPROVED d. I� In 1.4e&• T.C. j - r 3-4 Xylosma congestum`Compacta'-Dwarf Shiuy Xylosma S Gallon 8' O.C. 26 r ' 8-5 Lantana`White Lightning'-Dwarf Lantana t Gallon 3' O.C. 115, CITY OF RCUCAMONGA fa 3-6 Naudina domestica-Heavenly Bamboo 5 Gallon 30"O.C. 6B Q S-7 Raphiolepis indica Ballerina'-Iudian Hawthorn S Gallon 3' O.C. 102 19th / AMETHYSTS-8 Westriwgia'Wynabbie Gem'-Australian Rosemary 5 Gallon 4' O.C. 147 � '-�i�--�- 3-9 Lavendula dentate-French Lavender S Gallon 3' O.C. 194 a # 41STREETSCAPE YaRxwA� s'�vt�+a W1 coves ove; 9tl gcoPa R Vines: 12 V-1 Parthenocissus tricuspidate Boston Ivy 5 Gallon 15' O.C. 52 TRACT 10432 RANCHO CUCAMONGA E V T I O N A NOTE:BEFORE ANY WORK COMMENCES.A CONFERENCE SHALL BE HED PLANTING PLA N WITH THE CITY'S REPRESENTATIVE AND THE CONTRACTOR REGARDINGGroundcovers a FRA 2655 APPROVED BY: / , ) ' - DATE: LA GENERAL REQUIREMENTS OF THIS WORK. CITY ENGINEER ��( II- RCE: 24 53.. N CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN TopdresAW$-Only-.4"thick layer of wood mudchs, Local Source: "EARTHWORKS" �•p,HOSC�IpE - ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALI. - DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO All Planter Areas 1680 HOLLY STRIEET.RlYgRSIDE, CALIFORNIA � DESIGN PLAN PREPARED BY: RECOMMENDED ti Fronk W. 'Py FRANK y Redmocher �• + . dft (949)538-3321�� ��• o �, RADMACHER DRAWN ASSOCIATES, INC. SNE THE CITY INSPECTOR. O 4 —�synoturs �f tandscaps Architects 7 ?WN (r.4) 8U-1774 FAX(n t) 838-87E1 L'O oF 14841 Yorba Strert. Suite 244 Turtir, CA 8288o CA1. �0 CHECKED DRAWING NO. DATE e1�I_$_ RLA NOS PROJECT SHEET NO. nF i PLANTING SPECIFICATIONS PART 1 - GENERAL 1.01 Scope of Work: 3.02 Topsoil: PARTS - WEgQ AlATEMENT Contractor shall provide all' materials, tabor and equipment incidental to and necessary for completing all work, as A. Existing on-site $0113 listed as 'acceptable' under 'Sits Grading' specification. 6.01 Scope of Work: Indicated on the drawings, as reasonably implied, or as delineated In the Specifications as follows. B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sandy textured. Silt plus clay Provide all material, equipment, and tabor necessary to perform oil work as indicated on plans, as reasonably 1.02 Standards: content of this soil shall be no greater than 15X by weight. The boron content of this soil shall be no greater than implied, and as delineated In the specifications. 1 part per million as measured on the saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0 All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the millimohos per centimeter at 25 C. to order to ensure conformance, samples of the imported soil shall be 6.02 Quality Assurance: minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. submitted to an agronomic soils testing laboratory, approved by the project Landscape Architect for analysis prior A. The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control to use. Result of testing to be delivered to City for approval. Soil test to include analysis and recommendations. Operator and a Pest Control Advisor in addition to any subcontractor licenses that are required. 1.03 Quality Assurance: ' 3.03 Soil Amendmenf3: B. All materials and methods must conform to Federal, State, and Local Regulations. A. All Contractors performing Site Development work, must be licensed in accordance with the laws of the State of California. All soil amendments shall bs as specified In the Agronomic Sulfability/Fertility soils report furnished by the 6.03 Submittal: Contractor B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and Material Prior to the Installation of any weed control materials, the Landscape Contractor shall submit to the Landscape Suppliers expected to. be. employed during the course of construction. 3.04 Soil Preparation: Architecf/City a list of the weed control mofertals and quantities per acre intended for use in controlling the weed types prevalent and expected on the site, as supplied by the Post Control Advisor. Pest Control Advisor shall C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, during entire course All work on irrigation system shall be complete and Inspected for recommended approval and, fine grading furnish the Landscape Contractor and Landscope Archifect and City data to demonstrate the compatibility of the of the Construction Contract. The amount of insurance shall be determined by City. completed, prior to rototilling and prior to soil amendment work. weed control materials and methods with the intended planting and seed varieties present. D. Prior to start of site development work, the Contractor shall notify the Landscape Architect and City to give After rough grades have been ssfoblished,,prepare all lawn and planting areas by tilling or cross ripping to a depth 6.04 Responsibility and Coordination: starting and completion dates. Contractor shall also supply the Landscape Architect and City with the name and of 12". All rock and debris more than 2 in diameter shall be removed from the site, except for areas that are to be telephone number of the person in charge of the work. sodded, in which all rock and debris more than 1" in diameter shall be removed. A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion into • 1.04 Responsibilities and Coordination: Apply , spread, and rototil to all soil amendments as recommended to a depth of 8". Water area thoroughly after the treated areas and to notify the public. rototilling is complete. incorporate evenly into the top 4 to 8 the following for each 1,000 square feet of B. No material or methods shall affect the landscape planting or hydrosoed germination. No material or method A. Permits: The ,Contractor shall obtain and pay for all permits and inspections required by governing authorities planting area: shall render the job site unusable for more than 10 days from date of application. for the work to be performed. 4 cubic yards of nifrolized Redwood or Fir shaving or equal. 6.05 Non-Selective Herbicides: B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the plans at the site 200 lbs. of Gro-Power or opproved equal. prior to commencement of any work under this contract. The Confracfor shall verify the location and depth of all The above soil conditioning are minimal qualities only and should be used only for bidding purpose, because soil Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the Pest Control underground utilities prior to start of work. conditions may change drastically from the time these specifications were developed to the time the actual soil Advisor) conditioning fake place. Therefore, the Contractor shall obtain his own soils analysts at a rate of one per every C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all temporary utilities such as 23,000 square feet of planted area. These soil tests shall be conducted by an approved Agronomic soils testing 6.06 Selective Herbicides: water, electrical power and gas as required by him for the construction of the project. Temporary services shall be laboratory approved by the project Landscape Architect and City. Copies of the soil test to be provided during the coordinated with the City and other contractors on the job site. Pre-constructton job conference. Seloaive pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor) D. Survey, Reference Points, and Elevations: The Contractor is responsible for establishing all surveys, reference 3.05 Finish Grading: 6.07 Weed Eradication: points and elevations required by him, and shown on plans for proper execution of site construction. After rototilling operations are complete, grade areas to establish finish grades for planttng. All flow Imes shall be If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the planting areas will E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required by hire for the maintained and proper tolerances shall be met offer settlement of the end of the project maintenance period. require control prior to removal, spray these areas per Pest Contra' Advisor's recommendations. construction of the project. All temporary traffic barriers and detours shall conform to all conditions required by the City or governing authorities. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. A. Prior to the Installation of the irrigatlon system remove and clear all weeds and deleterious materials from planting areas. 1.05 Defective and Unauthorized Work: 3.08 Coordination: Allow herbicide to kill all weeds. Rake or hos off all dead weeds to a depth of 1" - 2" below the surface of the All work which is determined by inspection to be defective in its construction or deficient in any of the Weed abatement work shall be coordinated with the installation of the irrigation system rototilling and soil soil. ' Physically remove all weeds from the site. requirements of the plans and specifications, shall be remedied or removed, and replaced by the Contractor at his amendment work, and planting. (See Weed Abatement section). own expense in a manner acceptable to the Landscape Architect and City. PARI7 - LANDSCAPE MAINTENANCE PAST 4 - TREES AND SHRUBS_ 1.08 inspections: 7.01 Scope of Work: 4.01 Scope of Works The Contractor shall arrange for inspections by notifying the Landscape Architect, City and governing authorities. Provide all materials, tabor and squipmsnt necessary for, or incidental to, perfortning all maintenance 24 hours prior to time of inspection. unless otherwise noted. Inspections shall be as listed below. but not Provide all material, equipment, and tabor necessary to install all trees and shrubs as shown on pians. as requirements as reasonably implied or as delineated in the specif'cations including, but not limited to the necessarily in this order. Only the Inspection pertaining to the project scope of work will apply: reasonably implied and as delineated in the specifications. following: Rough Grading. 4.02 Products Maintain all plants and planted areas. Drain Lines and Catch Basins. A. omenclature Plant names indicated on the drawings conform the "Standard Plant Names" established by the Keep planted areas free of woods and debris. irrigations (main line pressure, coverage do system operations test). American Joint Committee on Horticulture. Except for names covered therein, the established custom of the Prune trees and shrubs. Soil Preparation and Flntsh Grading. nursery is followed. Fertilized all plants and planted areas. Plant Material (delivery d: placement). Irrigation. Substantial Completion Inspection (of completion of landscape improvements) - 7 Days. B.Condition Plants shall be symmetrical, typtQal for variety and species, sound, healthy, vt4orous, free from Insecticide spraying. Final Inspection (offer maintenance period) - 7 days. plant disease, insect pests, or their eggs, and shall have healthy, normal root systems. welt-filling their container, buy not to the point of being root bound. Plants shall not be pruned of anytime, and in no case shall frees be 7.02 Fertilizers: The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City a minimum topped. of seven (7) days prior to the beginning work. A. Commercial fertilizers with an analysis of 3-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Reteass C. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture practices and Nitrogen, as designated herein. or approved substitute as required by the Agronomic soils report. Available from 1.07 Guaranties: shall be of the size and caliper normally associated with the container size specified on plans. Removal of all tags, Gro Power (909) 393-3744. labels, nursery stakes and ties from all plant material prohibited until the approval of the Landscope Architect or A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn shall be guaranteed from date of final City. S. Ammonium Sulfate: Granular form containing not less than 219x; nitrogen and 24X sulfur and shall be acceptance of landscape construction for periods as follows: registered as an agricultural miner, with the State Department of Agriculture in compliance with Article 2 - D. All pidnt material delivered to the site showing Signs of damage or disease or is insufficient in size to carry out "Fertilizer Materials, Section 1030 of the Agricultural Code. Trees 24" box dt larger 1 year the intent of the planting plan will not accepted and will' be replaced of Contractor's expense. Trees 15 gal. & smaller 1 year 7.03 General: Shrubs All sizes 120 days E.Sizes of PI nfsSholl be as stated on the Plan. Container stock (1-gallon, 3-gallon, and 15-gallon) shall have Ground Cover 120 days been grown in containers for at least one (t) year, but not over two (2) years. Maintenance shall start immediately after landscape irrigation and planting. Bsddin Plant 120 days Lawn sod) 120 Boys F.Substifutions Substitutions for indicafed plant material will be permitted provided the substitute materials are Maintain all plants and planted areas on a continuous basis as they are installed during the progress of the work, Lawn seed) 120 days from first mowing approved in advance by the City, and are made of no additions cost to the City. Except for authorized variations. and continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed oil substifute plant moteriols shall conform to the requirements of these specifications. by the Landscape Architect and City representative. Guaronfees begin after the project acceptance by City and of the end of the 180-day maintenance period. Landscape Contractor shall replace and plant all materials which have .died within the time span stated above, of no O.Pla to s Not AcnrowdPtanfs not approved are to be removed from site immediately and replaced with suitable A. Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a cost and within 3 days from receiving written no,lca,,frorn the Landscape Architect or City. If dead material is not plant*. . The City reserves the right to rejecf entire lots of plants represented by defected samples. healthy condition. irrigation system run-off shall be kept to a minimum. Damage to irrigation system resulting replaced and planted within the 5 day period, City makreplace dead material with new material and charge the from maintenance and equipment and/or maintenance personnel, shall be restored to its ortginal condition at no Landscape Contractor for all expenses incurred. H. Stake all trees, as per details immediately offer planting to prevent wind damage. cost to the City. Failure of any part of the irrigation system shall be brought to the, attention of the City. No repairs other than emergency repairs shall be accomplished without written permission from the City. B. Construction Materials: The contractor shall guarantee all workmanship• and materials for all site development. 1. Plant trees that are to be located in lawn or ground cover areas after finish grades are first established and allow for a period of one year from date of final acceptance of project. of least 7 calendar days prior to installation of sold lawns or ground cover to provide for thorough watering of B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals not to exceed 1.08 Material and Labor Releases: trees. All planting holes shall be excavated as defined on appropriate details. 10 calendar days. Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and materials 4.03 Soil Amendments: The Contractor may elect to remove such concentrations of woods manually. or by an approve;! herbicide program. releases for all work performed under Site Development. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become Soil amendments shall be as recommended in the Agronomic soils report necessary thereafter by an approved method of pest control, to keep all plants and planted areas free of insects and 1.09 Disposal and Clean-up: 4.04 Trees Stakes: disease. Method shall be reviewed by the City prior to any applications. Pest Control shall include Gouher control. Remove all waste materials (including excavated material classified as unacceptable soil material). trash and debris generated or encountered during the course of landscape construction, and legally dispose of it. During the course Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further information.a D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of maintenance program of the work, remove surplus materials from the site and leave premises in a neat and clean condition. Clean up and and continue to prune plants as dirocfed or as may become necessary until the end of the maintenance program. remove ail remaining debris and surplus materials upon completion of work, leaving the premises nsot and clean. PART 5 - GROUND COYER AND BEDDING PLANTS , The site shall be cleaned upon the request of the inspector. Remove trash weekly. Edge ground. cover to keep in bounds and trim top growth as necessary to achieve and 5.01 Scope of Work: overall ,even appearance. Exterminate gophers and moles;, repair damage. PART 2 - EXECUTION Provide all materials and equipment and perform a1j work necessary for and incidental to installing all ground PART 8 - ACCEPTANCE OF PROJECT 2.01 Protection: cover and bedding plant!, as shown on plans, as reasonably . implied, or delineated in the specifications. Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be allowed to dry out. 8.01 General: Bare root stock shall be separated and hselod-in, in most earth or other suitable material until planting. Balled and 5.02 Bedding Plants: burlopped plants shall have root ball.covered with moist sawdust, wood chips or other suitable material until Upon completion of installation, a maintenance. period of a minimum of 180 days for all laiidscoped areas is planting. Perennials and Annual*: Provide healthy contotnor grown plants from a recognized nursery, and of* the species and required prior to final acceptance of the work by the City. The Commencement date for the maintenance period variety shown on plans. shall commence upon written approval for all phases of plont'ng installation by the City Public Works Inspector. 2.02 Installation: Maintenance period shall be adequate to verify plant characteristics and establishment. 5.03 Ground Cover: -; Detoiled layout of plants within the lantiny areas shall be performed b Contractor and approved b the A. Two inspections shall be made that affect the establishment eriod: after all plantings have been y p o i p y Pp y Ground Covera Provide round cover of the species shown on plans. Ground cover shall be established and well com Istel• installed in order to approve the beginning of the establishment firs and the second of the end of the Landscape Architect and City prior to planting. � 9 D P � Y pP g 9 p 4 rooted in flats or similar containers. a3ta Iishment period. If plantings are not acceptable at the and of the 180 day period. due to defective Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the following maintenance, then continue establishment until all work meet% with the Specifications and can be approved. mixture: 5.04 Mulch: B. At termination of establishment period all plant maferial shall be live, healthy, undamaged, and free of Native. On-Site Soil with rock no greater than 3" in diameter Mulch: Shall be of compacted wood chip fiber. infestation. inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of Gro Power Plug, 3-3-1 15 lbs/cy work will be made. All areas shall be neatly raked and free of weeds. iron Sulfate 2 Ibs/cy \ 5.03 Coordination: (To be used for bidding purposes only, verify with Agronomic Soils Test.) I A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting is delayed, keep plant roots moist and place in a sheltered location protected from the sun, wind and other damaging element*. After backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow thorough B. Soil preparation and fine grading shall be completed and trees and shrubs installed prtor to bedding plants and DESCRIPTION OF REVISION DATEAMROVO CITY wafer-in and establishment. ground cover planting. Prior to Installation of turf and ground cover. remove water basins from around trees and shrubs. Berms In turf areas to be removed prior to City acceptance. 5.08 [n�tallation: CITY OF R .0 U CA M 0 N GA PART 3 - SOIL PREPARATION AND FINISH GRADING Plant grgynd cover and bedding plants in moist soil and space as indicated on pians. 19thljAMETHYST . .3.01 Scopeof Work: E4ch plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Soil moisture shall be such that soil does not crumble when removing plants from container. CT R- _EET_ SCAPE A. Provide all matoriats and aquipmsnf. and perform all work necessary for and incidental to the soil preparation tJ and finish grading of all planting and lawn areas as shown on plans, as reasonably implied, or as delineated in the Regrode planter, areas after planting, to restore smooth finish grade and to Insure proper surface drainage. A 4" specifications. layer of mulch material shall be spread over the entire planter area after grade is established. Watering shall begin TRACT 16432 RANCHO CUCAMONOA immediately after mulching. (Grading shall accommodate the mulch) B. Furnishing, placement and grading. of topsoil for backfilling of planters if required. 5.07 Protection: PlANTINCSPECIFICATIONS C. Cleaning and finish grading of planters areas and planting areas. Erect temporary fencing or barriers to protect lanfed areas from damage prior to final acceptance. F� 0,20515 - - �� p rY 9 P P 17 p p APPROVED 9Y. i� , ) vlV _ ,/� BATE: � � CITY EN0i'4EER (/t�' GfY RCE No. 24 E DESIGNED SYer. RECOMMENDED. Frank W. icy FRANK Rod acherp2F Lie.#1110 en ASSOCIATES, DMIM shEEr ASSOCIATES, INC. * Siyrto AuiT * .� y'V. Landscape Architects L--7 of _! 0 CHECKED 8Y: NONNY bs S832-1774 322 1t. 8uit�AX(714) 832-6721 szaeo DRAIMM neo, 14841\, PROJECT SHEET NO f