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HomeMy WebLinkAbout1975-L DEVELOPER/OWNER LANDSCAPE ARCI 11TE I CTURAL PLANS ARCHIBALD AVE_N_ E & WILSON AVENUE MANNING HOMES I U 20151 S.W. BiRCH STREET SUITE 150 TRAC"T 16430 RANCHO CUCAMONGA, CALIFORNIA NEWPORT BEACH, CALIFORNIA 92660 (949) 250-4200 Fax (949) 250-9008 I,andscape aintenance District No .- 1 VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE 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. MILLME 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. .J SHEET NO. TiTLE 4. THiS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. L-1 TITLE SHEET " 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT PROTECT i-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-2 IRRIGATION PLAN NOT TO SCALE 6. AT THE CONCLUSION OF ROUGH GRADING. AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL < � < RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. IUD= AVENIE 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.Q.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L-3 IRRIGATION PLAN HAVE BEEN APPROVED BY THE CITY ENGINEER. 1�1.MV AVE 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT L-4 PLANTING PLAN/TRAIL DETAILS WIDE FLAT AREA AT THE TOE OF SLOPE. WH 9• UPON COMPLETION OF INSTALLATION. AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-5 PLANTING PLAN ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL RAiVCf�O CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION. PRUNING, RAISING TREE ROOT BALLS WHiCH SETTLE BELOW L-6 LANDSCAPE SECTIONS =AMMM GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL 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-1 IRRIGATION t PLANTING DETAILS SAD 10. APPLICATION OF ANY CHEMICALS SHALL BE By STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CAI-SENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525. L"8 IRRIGATION SPECIFICATIONS 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: L-aJ PLANTING SPECIFICATIONS ` BETWEEN CiTY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WiDE X 6" DEEP CONCRETE HEADERS BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS pw I } BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6- DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT 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 WORKS INSPECTOR AND PROJECT PLANNER. PRIOR TO FINAL CONSTRUCTION. 14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: CONSULTANTS LANDSCAPE MAINTENANCE DISTRICT RESPONSIBILITY MAP + PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. s PRiOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. • ANY UNUSUAL TOXICITIES OR NUTRIENT DEFiCiENCiES MAY REQUIRE BACKFILL SOiL AMENDMENTS, AS DETERMINED BY THE CiTY INSPECTOR. « ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DMSiON. LANDSCAPE ARCHITECT: FRANK RADMACHER ASSOCIATES, INC. s PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 14841 YORBA ST. SUiTE 204 -41�L51D ROAD TUSTiN, CA 132180 (114) 832-1114 Fax (114) 832-5121 FRANK RADMACHER ASSOCIATES HEREBY CER1 FMS THAT THE DESIGN, DETAILS, 00 AND SPECIFICATIONS AS IEEPRESENT'ED MEREN MEET PROPE86IONAL LiISIDSCAPE CIViL ENGINEER: MDS CONSULTING oo ARCHITECTURAL STANDARDS. FRANK RAOMACI-IER ASSOCIATES CANNOT QUARANTES 11320 REDHILL AVENUE SUITE 350 00 THE CGNBT'RLICTION, INSTALLATION, OR MAiNTENENCE OF AS DESIGNED IRVINE, CALIFORNIA 92114 AND/OR SPECIFIED HEREN AND DISCLAIMS ANY FUTURE LIABILITY RESULTpVG 00 IN PERSONAL NARY AND/OR PROPERTY DAMAGE RESULTING FROM DEVIATIONS. (949) 251-8821 Fax (949) 251-051b 00 00 LANDSCAPE QUANTITIESoo — Q WILSON AVENUE ARCHIBALD AVENUE - -- — - 6.155 TOTAL Sr-. OF NON-TURF LANDSCAPE AREAS rl 'CA �o TOTAL S.F. TURF 0 u210 524 TOTAL SF. HARDSCAPE AREA (INCLUDING WALKS V 00 BEYOND * WIDTH) • 00 _ 151, 9265 TOTAL S.F. TRAiL AREA (IF APPLICABLE) DESCRIPTION OF REVISION -4-mmm 000 2120 16,544 TOTAL SF. OF ALL AREAS � CITY OF RANCHO CUCAMONGA INDICATES 38 TOTAL ACRES 0 � Q L. M. D. AREA $ 581 TOTAL L.F. OF TRAIL FENCING TWD AVE.& ON AVE. I ky_�iE-4 S1$ $ TOTAL L.F. OF CiTY MAINTAINED WALL 10-4C"ju $ $ TOTAL LF. OF CiTY MAINTAINED FENCE > TRACT 16430 RANCHO CLICAMONGA 00 00 or TITLE SHEET .11 TOTAL STREET TREESPY BOTANICAL NAME: FRA 02664 APPROVED BY: DATE: Underground Service Alert CITY ENGINEER RCE: 495 _ 22 PYRUS CALL.ERYANA BRADFORD oE" MED rf WILSON AVENUE1 ,_ Fam W. ' � F.R. � �= r 8 LAGERSTROEMIA FAURIEI 'MUSKOGEE CREPE MYRTLE L TF )ROXACHER CALTOLL FREE to -A3S0CUTW,., 1-800-227-2600 TOLL 2600 -• DRAWN 'W_. �r pe 't"Jitteeft STAW Notts C714) we-1"4 m(114) S �rF Do. Qua CHECKED tit 1leaa W_at &ANN =4 • Too to ca IMM DRA NO. TWO WORKING DAYS BEFORE YOU DIG OE CAIS R. 7/9/04 DATE R.IA ,,q tito �S neartrr J"mr No. A OF _LZ_ 6' SLEEVE SEE SHEET L-3 W"61DE IWAD IRRIGATION LEGEND MINTER COURT Sym• Manufacturer Model No. Description/Detail Rainbird 1812-5Q-Sam-Prs 12"pop-up shrub spray (25 psi,4' R,Qtr.,.07 gpm)/Detail 539 -- - Rainbird 1812-SH-Sam-Prs 12"pop-up shrub spray (25 psi,41R,Half,.13 gpm)/Detail 539 V S LEEVE • Rainbird 1812-1OQ-Sam-Prs 121'pop-up shrub spray (25 psi,9' R,Qtr.,36 gpm)/Detail 539 e Rainbird 1812-10H-Sam•Prs 12"pop-up shrub spray (25 psi,9' R,Half,.72 gpm)/Detail S39 - - - e Rainbird 1812-10-Van-Sam-Prs 12"pop-up shrub spray (25 psi,r R,Varies.36-1.4 gpm)/Detail 539 _ p Rainbird 1812-25-SST-Sam-Prs 12"pop-up shrub spray (25 psi,4'x2E'R,1.1 gpm)/Detail 539 • Rainbird 1812-15-EST-Sam-Prs 12"pop-up shrub spray (25 psi,41x14'R,.56 gpm)/Detail 539 SURE ��gn _ _.. Rainbird EFB-CP-PRS-D Brass remote control pressure regulating valve. Sizes noted./Detail 518 ----- Superior #3100 N/O Brass master valve/2"size.Wire to master valve circuit./Detail 516 Nibco 585-70-66 Brass Ball Valve,line size.Install in round box. /Detail 518 - - - -- —-- - -- eva Meter / Y Size 2 O El Febco 825Y-BV-2.00 Reduced pressure backflow device.Install per local code./Detail 517 ------ - Et enation r � - -- ---- - -- - Static Pressure Nigh _ j�OS - Low ��"r Source in vandal proof aluminum locking enclosure Coastguard shack CGS 2 ' Source of Information Rainbird 33-DNP Quick coupler valve. Install maximum 150' O.C./Detail 536 Phone Nober - Wilkins #500 Brass pressure reducing valve,field set as required. r STORM COAT� Oate of Information ® Data Industrial #220P-1.5 Flow meter.Install in rectangular box/Detail 516 H.S.I. Mean Elevation — CONCRETE HEADER � RAIL FENCE •-- - - - - - - pressure tmftown) O Calsense #ET2000-12-LR/RR,WITP-1, Automatic controller(12 station)installed in a VIT metered stainless steel � ' Nater Meter Elevation >(0 I TP-110 w/LR/RR Dome #SB-24SS-120 volt. /Detail 524 ' X .433 tic water meter by developer. Water service provided by C.C.W.D.(909)987-2591. w Ihwote Cartrol fai.nt__! .T _-A,*'_ _ Siu _ #« __ - pressure 105 PSI (Information provided by R.Silva @ CCWD 4/201200) - _ - - - Z"domes Existing water p . _ 'Maxiaana Demand . _ }5.4 G.P.N.G.P•11. Class 315 PVC pressure mainline,bury min. 18"deep. Sizes noted ./Detail 532 Elevation of Highest lkad t�5(0l ���"�—� Pressure f R.C.Y. '2Q-0 _ P.S•I. SCH 40 PVC non-pressure lateral line,bury min. 12"deep. /Detail 532 WIL60N AVENUE SCH 40 PVC sleeve under pavement.Install min.30"deep./Detail 533 1 _ f Size It�amr ►.S•1. Loss Valve Station Number AREA MAPPED Mater Meter 1.5 G.P.M. ( PRIVATE ) p I �('' �o-4 NO - — - - No SCALE Ah, r Press. keg. (Fall—Off) 1•p Area in S;uare Feet 1 P R I VA J E ) ' �l � • r 2_ R.P. Eackfl ow kwice 12.0 Valve Size 5'10 40 I Ih" Flow Meter .2. .1 2a Master Valve 1. 5 ` 2 •� =3Gate Valve (s) IRRIGATION NOTES: _ (I( �_ twin line ,g 1. Contractor shall install all irrigation equipment per city of Rancho Cucamonga standards. I Mrin Line • 2 2. Contractor shall notify Landscape Architect & City Inspector of any water pressure discrepancies from plans immediately. �e ' R.C.V. Asseably 1. c 3. Contractor shall eliminate excess over-spray onto walks by installing rain bird`pcs' screens. I A. • lateral Line Loss i.D 4. This design is diagrammatic for clarity purposes;install all equipment inside planting areas. ` Us* Lass Ebro ... toss - .r . i Al I'M • - Yf^ r Y , y � ) a _: - r.__ . -.-,...-........ .. .. , Prtssgre tr Operate777 N!!f: !R•p 1 • - - Lowest Static Pressure Avaflable: ;o Pre-Set Aegul ated Pr essuit -If regtrtreQl:- _ - - -- - - - -- - lbtee - - - r- 1777.0 ( PRIVATE) City" Required Residual Mater Pressure: is-to PSI 4 3 NOTE:N== WOBB CO1VII4ENCES-A CONFERENCE SHAM IM TIM TSE Cifil'k s A TIME AND TSS COPE TRACTOR REGARDING F I I GENEULCMQUnaxwn OF T=BSAIS.VEItIF ALL WMX ' CONDTIT+ONS AND DD&VWONS SHOWN ON MANS AT TBE SITE PRIOR TO-C014NC OF ANY WORD ALL ' ' 1 / 2. C�SHAT 1� 1 BEPORIT;D FOA DIltECTION IlVlMF.DIATELY TO 1 r. G !? Z 1 'E -T -.. ,. ,, 'z. :,.....�y �... L_ ,-,..... .:..^ y .!•, ...c.-. cL-'i x :"e.• ! t ..-'Y.,. .''fti :{9t,. t.. h Q X22- ;. .._ - 5,�. i i yr , *r _ e- _ , : SLE '/ EVIl�TG �yx. J 3 Y3 �is t . .... , _ .. :- -'.•. .. -'r ...- L .f•.. .. 3.... ....,. .d .ter-. - ,J LAN �. .., . SOAP "SLEEVE"HALL ....�. r.....�.�..+.:.� r, ALL - �1� ��n��.����ii �� LINES(NON -PRESSURE ...rr.�..., -� �� LANDSCAPE CONTRACTORIRRIGATION ,iL ,i v ,,L ,/�, se ;�-. siL y� 4, ��- ,u /,� �,� ��� �✓� 4 �Yd' yi. '- �i %'� 'fz ��• AND CO PRESSURE LATERALS AND PRESSURE MAIC LINES) CONTROL WIRES UNDER HARDSCAPE SUCH AS STREETS ,�.,�`•_� � ,n ,� „1, � ,y/ a4 �n /to �, / � Wr✓i- � /z z a lYd• f , sToRM:ora�.- �� DRIVEWAYS,WALKS,ETC. USE SCS PVC PIPE SIZE MINIMUM VAI r pt r„ /,r 3�4 �/� L Z L /1. 2 � 2 TIIVIES THE DIAMETER Or PIPE OR WIRES TO BE SLEEVED. 55.4 33•q A� - c 'i EXTEND SLEEVES 24"BEYOND EDGE OF PAVEMENT, MOTE CON VS TALL RAMMM PCS SCREENS iN EACH HEAD WILSON AVENUE 6112301P 'GEE PE WO#MAM M CHART BELOW: �.a�wsrisar.tsrr,ewswci.ea.awe� ; me" t PO4" fes-" M-A" Issfti r ;S I+Os,aar fowlf .t a .4 d J Li %A Zf i7 w0"0 a... awe. aw. ar.r r a.. w W w ar aF r r r r r AV r r r r r • r r r r ran r r w NO. DESCRIPTION OF REVISION w r r � �; .-- DATE nlanm , � w r r r :,r . - Iffr ;x : f CITY OF RANCHO CUCAMONGA wr r r a ::� r W IV ON AVE. & ARCHIBALD AVE. �;�►�•'> • r rr rr• • 0 r _r r r -X'. >r STREETSCAPIR W r r W W SCALE : 1"=20' - TRACT 16430 RANCHO CUCAMONGA 0 ,x1I' , :- riV ,x30' SCALE : IRRIGATION PLAN ast: kir,ys�,. - .. u 42rr 4xtr 4x2r 'Ixw.. 44P' w1w 4xw 4xZr 4x2/ Ww. FRA 02664 APPROVED 6Y: DATE: xlr 4x27 - • � . CITY ENGINEER �/ RCE: _ 24953 rte! 47r� � V4 ar ar as r r r. mow DESIGN PLAN PREPARED BY: ar r r radRECOMMENDEDFRANK !N alra V - w• F.W.F•W.R. RADMACHER � tI' r - cher a=, OR Lr r - NRUI sr nr r 4' r WW >r O A830CUTE9• INC. Sir 0"M ar r * E* Landscape Archttects o WNU Ar r r -r >r - - -- `^�, �� �'i� Pson. (-n4) ON-1774 FX(14} W-em -L--20F OF . rr 2r a» ar r rr rr r it 2r Gf CAL`E CHECKED a 7/9/04 c.IBM MAMA V NO. A" r r F fZ• D^TE RLA n0 r Q Q . CONCRETE HEADER 18 19 w BELDON COURT Q - _ ' -_i (PROVATE)Ile SEE BELOW RIGHT — — _ � J& srA 4A SLEEVE r 7 Allo - r .iiM��mmomomme-ftI1466110 4malm erlrli" � .�i���� l �•������1we�r�i�ll�etilf���! V SLEEVE � '' / r 2 s'� ♦(it 91—1" N )r• Ell L ! /n !h �M fir: r 3 VA r.. i k I/a J/4- 4 '/L 'L '�Z //i 'fi fL 74 -14 A14 W COBBLESTONE ^ 5 COBBLESTONE . ARCHIBALD AVENUE CSZ50) 57g p� RA I L FENCE AA `f2.lo AI®GNIDALD AREA MAPPED NO 6C.A.Ll ----- - - :r SLEEVING NOTE: LANDSCAPE CONTRACTOR SHALL*SLEEVE"ALL IRRIGATION POINT OF CONNECTION LINES(14014-PRESSURE LATERALS AND PRESSURE MAIN LINES) AND CONTROL WIRES UNDER HARDSCAPE SUCH AS STREETS, WATER METER SITE (bmeA G 2 ELECTRICAL POINT OF CONNECTION ,D DRIVEWAYS,WALKS,ETC. USE SCH 0 PVC PIPE SIZE` IM ME UM SERVICE LINE SIZE Ill DEVELOPER SHALL PROVIDE 110 VOLT ELECTRIC NOTE:BEFORE ANY WORK CONIlVIENC S.A COI TCI: SHALL BE IiEI 2 TIMES THE DIAMETER OF PIPE OR WIRES TO BE SLEEVED. ELEVATION OF METER 1-7q 5.Ci ' SOURCE FOR AUTOMATIC CONTROLLER TO THIS W1TS 13fc C Wrs ATN$AND TEE CONTRACTOR REGARDING EXTEND SLEEVES 24' BEYOND EDGE OF PAVEMENT. HYDRALIC GRADIENT AREA. THE ESACT LOCATION OF CONTROLLER GENZRALMQ OF TM9 W0VX STATIC WATER PRESSURE 10.5 811ALL NZ DE I ERmUeD Ilii FIELD PRIOR TO CONTRACTOR SHALL VERIFY ALL CONDTPIONS AND DIlAUMONS SHOWN MAX G.P.K FWW 4Z 40 IIMALLATION. CONTROLLER SHALL BE ON PLANS AT THE SITE PRIOR TO•CO OF ANY WORM ALL AREA SERVED(Acres)— AR . 21 AG DWALLM IN AN ENCLOSURE AS SPECD+'IED ON DbSCR1ii MNCIE.S SHALL BE REPORTED FOR DMMON To. IRRIGATION PLAN A LEGEND. TSE CLW DISSPF2TOR. CONCRETE HEADER S _ BELDON COURT INTER COURT r SEE SHEET L-2 LJ _ '`"° %`' _ _ _ _ _ •. SEE ABOVE LEFT • � . — — — 4' SLEEVE — - • . . . U i r - ...-. -lam -. .. -..-. •"..,. ._... -. 'T., .. . G". .... _--_ -err�roerrr��+r arer- e� �dobw� - �� ������ _ ��Colonel ��� - 29 V _ • g" SLEEVE CL CA- 3A' +' ,, a =a ,,L /-� a � COBBLESTONE • OOBBL ESTONE 7� f H. ��D 3 /,• 40-24 4s"OV) COBBLESTONE RAIL FENCE ,► I qs MOTE:COKT'RAC"TOit.>iNALL RASrTALL AAMMD PCS SCREENS ARC4-415ALD AVENUE IN EACH HIEAD.'SEE PERFORMANCE CHART MMOMM/. , :rr ARCMIDALD - IRRIGATION LEGEND ow s�raa4w p9jV j.eu s�cs+u resorr Sym- Manufacturer Model No. Description/Detail aw .1 .2 a .0 LAW into as,twa7 °i`' f"p'' AMM n"' '"'n' AW ar a.. � 0, Rainbird 1812 5 -Sam-Prs 12" u shrubs spray (25 psi,4' R, tr.,.07 m)/Detail 539 AREA MAPPED - � Q pop-up P Y P • Q SP ss r r r r• r V Rainbird 1812-5H-Sam-Prs 12"pop-up shrub spray (25 psi,4'R,Half,.13 gpm)/Detail 539 No BGALE 0 r If r r r • Rainbird 1812-1OQ-Sam-Prs 12"pop-up shrub spray (25 psi,9'R,Qtr.,36 gpm)/Detail 539 a r r r r a Rainbird 1812-1OH-Sam-Prs 12"pop-up shrub spray (25 psi,9'R,Half,.72 gpm)/Detail 539 � sur r r r. >d tr 9 Rainbird 1812-10-Van•Sam-Prs 12"pop-up shrub spray (25 psi,9'R,Varies 36-1.4 gpm)/Detail 539 r• r r W W: p Rainbird 1812-15-SS:-Sam-Pru 12"pop-up shrub spray (25 psi,4'x28'R,1.1 gpm)/Detail 539 r r •Ir _ -■ Rainbird 1812-15-EST-Sam-Prs 12"pop-up shrub spray (25 psi,41x14'It,S6 gpm)/Detail 539 NO. arr NO r r r Ir `� Rainbird EFB-CP-PRS-D Brass remote control ressure a valve. Sizes noted./Detail 518 D E SCRI PT I CN OF REVISION D ATE , ovro r., UF r r r r Ir' S P aw r r r r W•• : WP Superior #3100 N/O Brass master valve/2"size.Wire to master valve circuit/Detail 516 r rr r rx : Ir Nibco 585-70-66 Brass Ball Valve,line size.Install in round box. /Detail 518 CITY OF RCUCAMONGA ar r r 0 Febco 825Y-BV-2.00 Reduced pressure backflow device.Install per local code./Detail 517 no r r Ia tr Install in vandal proof aluminum locking enclosure Coastguard shack CGS 2 rsi r.: . or Ir Ir Q Rainbird 33-DNP Quick coupler valve. Install maximum 150' O.C./Detail 536 ARCHIBALDANE. Ir W Li Wilkins #500 Brass pressure reducing valve,field set as required. rm r- r r r .:.r . Ir W ® Data Industrial #22OP-1.5 Flow niter.Install in rectangular box/Detail 516 ST- R- -EETSCAPE ss r r r r a<r. I,r ,s< r r »x _» . TRACT 16430 RANCHO C�JCAMCSNGA as , r r r tr Ir 0 Catsense #ET2000-12-LR/RR,W/TP-1, Automatic controller(12 station)installed in a VIT metered stainless sled &fttF--V ;. YXW sxsr xrr TP-110 w/LR/RR Dome #SB-24SS-120 volt. /Debi]524 SCALE : r►_ �► aw, sit.:, . =�x ,xrr ,xV IRRIGATION PLAN aQr UIZ 4x2r Wr: :Wz.W. Q0 4XW `jar Isv "V . 2"domestic water meter by developer. Water service provided by C.C.W.D.(909)987-2591. FRA 102664 APPROVED BY: ' ' ' � ------ ------- DATE: � aw #XW $'XW US Existing water pressure 105 PSI (Information provided by R.Silva 0 CCWD 4/20/200) CITY ENGINEER RCE: 24953 --- -�� Class 315 PVC pressure mainHne,bury min. 18"(Jeep. Sizes noted./Detail 532 r' sat AV Ar or er r r r SCH 40 PVC u3n-pressure lateral line,bury min. 12"deep. /Detail 532 DESIGN PUW PREPARED BY: RECOMM DED N iaa sr ar r • •, s. SCH*PVC sleeve under pavement.Install min. 30"deep./Detail 533 '� _ . ... ronk W. fHAPI{ �l Ar •it r r Gdm 110 ���'R �., RADMACHER r' 09 >sMU sr u IF r r tr >r r Val-,-,e ASSOCIATES, INC.5 x fig►n Number R -J sir , >«wu so r r r' Ir a Ir G.P.M. * landscape Arabiteeb awu sr r r r >r >P '^ _ .! V.V. nose M4) ese-irn sa Cn4) .�e-em L-3 or o rswc sr r r r. tr Ir rr S9 r� p� CHECKED Area in care Feet �°t`° t i� "`�'" 'b"R e.a. •a • >� a► $s0eo DRAWING N0. Ll rarst ar r r r Ir W Zr Valve Size OF CAL O Z*W esr r r W W ar - DATE 7/9/104- - RLA No-112-1 .rte PROAtr 9N_ fT W. �L OF 1� L VERTICAL GRADE: The following grades shall be observed: 0.-5% optimum 10% maximum for distances over 500 goer. 81-0. O'C TYPICAL SECTION ITt DN 15% maximum for distances; lmited to 600 feet or lose. 20% maximum permitted only M extreme cases OW for short distances under 100 feet, and only M cases where no vehicle 5'X5 PVC POST access Is to be expected. "LLSVE ROAD t CROSS SECTION: 2-4% optimum, 6% maxel u I In approved location only. I'tv i,a:B1 +Ong ANY WORK COMMgCM A COI�CZ SHALL BS HRL,D RAL ENDS To 8E W1 $Tom '$ ATTVE AND TgK CONTRACTOR REGARD 3. DRAINAGE: Whore troll gradient exceeds 4%. water bars, splash curbs or other 20• DEDICATION MINTER CO Il�G diversionary devices may Ds r drainage 2x6. PVC RAIL COURT SEE SHEET L- •REQ OF TM woxx _ y squired. Location of drains devices to De reviewed - -' • -- ON POSTS sr4 approved by >M Tra6a Advisory Qoaftlnittote. D•oonposted granftte stsbflzer ahal be wed. stsbftor 0 0 be from GN Metal , Inc. or approve •goal. `kD . II CONTRA II (W PLAM AT . G'PORT3�B,AYZ y ALL COIIDI'1�ION5 4. SSE SLOPE CUTS and FILL: 2:1 maximum; 2% maximum between curb and trail. JL SITE PRIOR TO COMMENCEMENT F ANY W0�JAULZ I - - 5:1 max. turf 3 3:1 max. shrubs/ground cover behind trail. Occasional slope - - JL DECORATIVE BLOCK WALL - a D� .�-�t CSS SHAM IIS est P`0RM ]7� variations will be considered on • case by case basis and vela refridr• approval PVC FENCE aJtZ�r CI�YINSPECTOR - by Ms City Engineer. MOUNTING BRACKET . Y�'O PER STD. DWG. 1010 0. 9 RFAt TM surfam ail M alabMz•d do"oposs4 9relote win 4 lesh eldni m in PVC FENCE POST CAP77- basan e. Remove rooks d debris wadgrade owfeoe smooth. Stabilized 4.0. Is ava6able EVERY POST: MOUNT WITH CLEAR GLUE. CONCRETE HEADER from GW Moterfab (909) 279-1096 Of approved equivalent. Stabilizer •rgaNe boder Z Wt Mid be boarporated wkh granite tiwe by that use of a pug sill to hours, proper radon R 4" DECOMPOSED GRANITE \ `• • Q of stabNzer to prte tiros svny sprFor tetoh r alt, tead tin tntt•rial over qa ('{i) o ores. ;o grad• and saeotlt. Thoroughly castor entlrte elle to ortauro tit the •ntln depth M Rle1a1. :,...:.....•..+:;-_.,::,._•.•.:.•v-•.::,;:::, : - . Rol tlta area with 1000-3000 W, of weight Prior to Mae dew tit• fMNshod surface -- 57X5' PVC POST _ y wfnolortt tine 10 err• On tin .140 ro whoh the water draMo, MM up tM oompac1ed � //� /\ \ \ \ \ \ \ / //\//\\/��� 1` e.0. to a W t6hee strhos of V4--vr wove osnoret• curb, allowhp tin water to ��\r\\/�\/\\ \\ \\ \\ \ \\��\/ • • .v' drab over oonortette curb Into tlelaoant plontip area I 2'X6' PVC RAIL 3• / //�//,�/� /. \ - p I TRAI -12" PARKWAY 5' STREET i I?- 6.6. CLEARANCE: All trees shall maintain a 10 foot minimum clearance. Adequate sight distance to be maintained at all intersections and drive approaches. Fence line *hail RAILS RIBBED FOR STRENGTH. PLANTER AREA • end 10 feet back of the B.C.R. or E.C.R. in 20 foot easements. In smeller easements. 6 CURB AND GUTTER I • determination should be made ease by case. Fence line shall and S Icer back from o CO o I `� • the top of the 'X• at drive approaches. Adequate access to utinfes should be maintained. Fence line shall end 2 feet to either side of fife hydrant and 1 foot to either aide of I I PLAN VIEW REAR-ON) a any street light or utility pole ( BLOCK WALL STORM DRAIN . I PLANTER AREA ' 7. FLOOD and DRAINAGE CHANNEL CROSSING: Where trail must cross exist CONCRETE HEADER • dip or LS SWILL BE MOUNTED ON iRNL SIDE OF POSTS 6' CONCRETE HEADER • proposed drainage channels, the continuity of the trail shaft be maintains by tin TRAIL TYPICAL @ TRAIL so-trvoton of apt appropl iele arossiq avelt as Midges. rw* liars• evella 1 ow weee Of transverse 'mWdlwn broom' fidSh oonorot• SMR be voted to pr•veni a6pplrt0 Ins "Ifill I zO : "V surfaces permitted) Natural streambed crossings should be left as natural as possible. CONCRETE HEADER PER STD. N0. 534 FINISH GRADE a 6. TRAIL ENTRANCE: Trail entrances shall be designed to provide for equestrian, \ \ N TRAIL pedestrian/hiking use and shall discourage motor vehicle and motorcycle access, except W ,..;... Local Feeder Trans shell provide one or more means of unobstructed vehicular access •' e for service vehicles. Access locations subject to approval by the Traits Advisory `� //\/�\ • •o• / /�\\ \ 0 U1.8�1 �1VE Committee. Refer to standard drawings for barriers and signs. Where there is no // ' v• �/\ a AVAILABLE FROM. ,n NL Z Darner, Me trd snows los posted. COUNTRY ESTATES FENCE Cb_ � L PER • 1391 JEFFERSON SEPARATE F. a Zsfof - " � 6' cuRe RA. PLANS 10. CONCRETE APRONS For drive approaches at trail entrances or at drainage crossings. STREET concrete aprons shall De a transverse "medium broom- finish. ANAHEIMOTU , CA PVC FENCE PER STD. DWG. 1010 A�Dj��� MA n� 2' ED FOO 1-800-286-0999 PARKWAY - �1.� w2•L'�.�rED � 11. CONCRETE HEADER: Shall be 6 inch concrete Mader between the asphalt service road 4' DECOMPOSED GRANITE FORMED FOOTING - - - 'A h, and the equestrian trall surface. Asphalt must have adequate structural section if built NOTES: � �E y Me developer. _ 1 ALL - WITH MATERIALS APPROVED BY THE CITY I. EVERT THIRD PVC POST MIO ALL PVC LANDSCAPE AREAS SHALL BE PLANTED Allo IRRIGATED rij - 12. SPECIAL NOTES: Most Regional Trak follow • POSTS LOCATED AT CWANGES OF DIRECTION OR END 2. APPROVED STREET TREES PLACED PER CRY STD. DWG. 501 ( PRIVATE )p ��`/��`� � I Bernardino Flood C nt pts District Hood contra taeONies POSTS ARE REQUIRED TO 8E FR LED WfTH CONCRETE J Y J Constructed by the San Bernardino County Flood Control Dstrict ane Army Corps of USE OF 3 RAIL FENCE REQUIRES 3. TOXIC PLANTS ARE PROlfIBRED. Engineers. Therefore, any construction within their rights-of-way requires review and 2, CAP ALL POSTS AND ENDS OF EXPOSED RAILS i approval by Mose agencies and Is subject to Meir standards and policies h SPECIAL PERMISSION FROM 4. TRAIL SURFACE IS COMPOSED OF 4- DECOMPOSED GRANITE, GRADE SMOOTH TO 90 PERCENT a, 3. ALL MEMBERS SHALL BE PVC FENCE AVAILABLE FROM epi COMPACT" AND TREATED WITH A SOIL STABILIZER. I � Q I& Ltenesoapte was wMoh would N odberlrtee eraM ro tri ail M raqulrte4 ro N CITY ENGINEER COUNTRY STATE FENCE OR APPROVED ALTERNATE. oohot/diapoa• of wafter Nrotlph Arte' crabs FOR PEDESTRIAN CONTROL ONLY e 4. TRAILS ON CURVES REQUIRE SPECIAL DESIGN 'r S. PLAN NEW TYPICAL OF REAR-ON. SEE STD- DWG. 1003 FOR FRONT-ON AND SIDE-ON. 5. SEE TRAIL NOTES STD. N0. 1001 S. SEE TRAIL NOTES SID 1001. I / Z - - - CITY OF RANCHO CUCAMDNGA, CALIFORNIA ev CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMDNGA, CALIFORNIA I _ ._ Wul .: APPROVED BY STANDARD PLAN � APPROVED BY: TRAIL NOTES COMMUNITY TRAIL: STANDARD PLAN 9 APPROVED BY: , 20 COMMUNITY TRAIL STANDARD PLAN - 1001rN "' PVC 3-RAIL FENCE o 1010-8 W _ REVERSE FRONTAGE PARKWAYS iooz-A W CITY ENGINEER DA USE tifTil STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CiTY ENGINEER R.C.E. DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSiRUCTtON W CITY L?IpNEER R.CF. SHEET 1 1 S1dEET 1 a 1 �� 113E ■tfli STANDARD StECi1CATlONS FOR PUBLIC tiORKS OOftSTRt)CT101/ - -�w T.,-.-_ -_:_ D: R.C.E. } - y,4. -ilf t_. r. } yiti s 'a •t !ri t r# 24953 SLEET t Of t r. * a ._ ,.� Z. 44 i ., .. g R R TD swnm mD-''!7°' oN sHEEr L-6 F'oR SPECIAL CONDITION --I oowa�rE H EOUX MODIFICATION OF CITY STANDARD 1002-A 1 I TYPICAL 0 TRAIL SEE SHEET L-6 FOR SECTIONS D D ( PRIVATE ) 5_ 11A • 4 3 TUBULAR STEEL FENCE PER SEPARATE F.RA. PLANS � 1779.2 1778.8 1777.9 �_ • PRIVATE TRAIL - I I ♦ • a ' BLOCK V4'ALL PER SEPARATE F • PLANS I / tt - - - - - - - - -- IL ENCE , 20 TIT, FN- _ W t�., ! .. ..- < . . is •. .:: :�': t:: - - `T?T�-.r.�. J. ... ... rVE TRAIL Y CONCRETE HEADER = .. t a - c < < < < < I S�G}•IT LINE - - SIGHTLWE NOTE (ARCHIBALD AVE.) - - - -- - MOfCfAR e/d W" PLAT SIDE UP - a,Re OIAt6 AID awex 100E MolerAie JOINTS TO ACCENT COBBLE 3 B TREES, SHRUBS & FENCING ARE LOCATED CASE 1 � Gilead f5T'_a'IE �SIDEWALK - 1 �� A S 41` COBBLESTONE WITHIN THE RESTRICTED SIGHTLINE ZONES • l� `" •� LUILSON AVENUE RAIL FENCE (392 LINEAR FT.) Cn c� AND MAY ONLY BE INSTAL OSsIjfE .� LED WITH CITY VNOEPlA ft •� \ REVCAW IEW AND APPROVAL. s .DDI.oEIt .cR:ro t,,,le (lOGTE roe rove) tslL ,tea,DE►'f1N AT 4 t tact Or COBBLE P" 'a . a i` '> cosetaroe•E Z 'A - ' PLANT LEGEND CONC M - 1/2- RAD><n DO'OSFD EDGES AND FINISH PE7t PLAN 1 N LAM INSTALL A, GRADE LEVEL AT 9m(.E ' SYM• ES BOTANICAL NAN- 12COMMON NAMEIN CASE -� •-F-:r WX r I.0"Mm spoilt s� I -" SIZE/COl�IMENTS/SPACING QL:ANTM rr� ,can r-� FKSH r'eiL T-1 LAGERSTROE?1IIA F. 'NIUSKOGEE -CRAPE N1YRTLE 24" BOX STANDARD ' - z DO" 18 T-2 PYRUS CALLERYANA 'BRADFORD'-ORANANIENTAL PEAR IS GALLON 0 ' PPPPPP p.�i�tr� a� T O T�p OOastf'STtA� KNr1.n+ COW w//�� UDS ,.. r MIN. / . MAX. RAD RE-Lr1R cOtfTf uom NO. D E SCR I PT I ON OF REVISION - � cum � currER SEE DETAIL FOR O S-1 ABELIA G. •EDWARD GOL'CHER'-PINK ABELIA a' PCC MOW CURB ESD CONDITION 5 GALLON' @ 4' O.C. 9'S � �ifFbess Qn•�rtsr la„�r>:a� DATE Ar„DL� PER cm sTD ss~ S-2 TRACHELOSPERNIUN'I JASIIIINOIDES-STAR JASMINE 1 GALLON @ 2' O.C. 4j¢ '' s +x•' s:• a 6' PCC MOW CURB f>ER Gm =Ta ` ttS-3 RAPHIOLEPIS I. `PINK LADY'-INDIAN HAWTHORN' 0F RANCHOMR HA�'°' 5GALLON@VO.C. 0CITY CUCAMONGA .4 " ;, I Q S-4 AGAPANTHUS A. 'QUEEN ANNE'-LILY OF THE NILE 5 GALLON @ 3'O.C. 29 'WIIS SIDEWALK MAftOSCAPE i S-5 LAVANDULA A. 'DENTATA' -FRENCH LAVENDER ON AVE. & ARCHIBALD AVE. •IofN AT RIGHT ANGLES (IYP.) ��. i 5 GALLON' @ 3 O.C. 38 a Mal 4 MAX ftAG �+ S-6 SANTOLINA VIRENS-LAVENDER COTTON 5 GALLON @ 3' O.C. 0 STREETSCAPE NOTES: EXISTING CURB Qeu 1. tXA•CRET[ aloe all0-o-r,D°. °R WAL"� 0 S-7 NANDINA DOMESTIC 'COMPACTA'-DWARF HEAVENLY BAMBOO_5 GALLON @ 3' O.C. 0 TRACT 16430 Z ROCK stzcs, SOULDUN-M ' MAX.3 3PEtiIM". '0* K END CONDITION RANCHO CUCAMDNGA _ CCeM J s ES: '°• - `a". :'°• FIAT VINES • Noris; SCALE : 1"=20' COe@LESTONES: IM ,r - Meal, , .,,„Bale E 2 sroE ; 1• PROVDE SOORE JOTI tis AT 10'-0- as Allo 3/0• EXPAN9pH PLANTING PLAN 3. 6011tDfRS lttMl IMVE 1/1 tJASEDtiENf, COISLES 71M11 IdNE 2/J EYDEDMEiIT � `' 'ILL sus °""EDW. 20 p«LL oR r�,1D EmE CM t MORTAR. , _ART CE1a?NT ! • V-1 PARTHENOCISSUS TRICUSPIDATA-BOSTON IVY JOWS AT 20-0 O.C. FRA 0Z�O64 APPPOVED 8Y: ' To 2-1/2 PARS sNN°, 2000 ►s ►o/tnAx° CEMENT IxNcrtETE. (No roitr-PACK'Is uLonED) I 5 GALLON C 15' O.C. 0 Z e• WIDE CONCRETE HEADER 9r#M aTY-locant mm Tm AID DATE: cROM OMER AREAS AND BE WMN cm-"NTA,Nm nW AFD CITY ENGINEER (V s. A aeon.AREA• rl. 40 10. rt..SIaLL K M-NM K THE Din NVEC, ►RIOR tD ; PRNATELY-1NDdiAPlED AREAS. RCE: 2 Po ft RET P 1111111011"MOf ILL r1oRx Ap. .. a or ALL 10dB 10 K D er'K'�Q" 'mE` GROUNDCOVER: 3. oi01tCRETE To gE s2o-c-2Sp0 NN. ,. 7, taDt'sa KE M tarotltl. R61RQD Ale)r11Q Or Dp NMR A S At WX.0 PL Ns AMO OtLLSSFi tfsst OOtNTE1rT. _. .------ _---- _. - __ »- � a Au odea£s11oME Ahois lttnaL NAPE s•,ra-ovule rEACEIe As AM mot AT rtANnNc. -- - .a wt ` Z'I'Y OF RANCHO CUCAMONGA CALIFORNIA CTTY OF RANCHO CUCAMONGA, CALIFORNIA _a ,h p �'W _ TRA" RADMACHER I - All shrub beds (TOPDRESSING ONLY)-4"THICK LAYER CITRUS NIULCH "�'a "' >r,vmARD IK AM DRAWN ASSOCIATES, INC. W' a'A°'ROVED z'' RIVER WASHED GRANITE n"'1n"'� f 1 CONCRETE HEADER *, SHEET of COBBLESTONES SOURCE: "EARTH WORKS" (909) 270-0088 634 �, %4. Ianliscepe Architretg 542 CITY DGDCO ,/ 1M diet vor 1RAOfi a►astuTeao raa PtalilC+oro a.rsf+alenor tRLT 1 t 1 7l (pegs) �.� 11O'IQ (714) 0.4-tT7a P�tea) Ile-BTC -LAOF �►R G ' 1A te>K ttiTN STAMDARD lRCn1CATU1q roll PUiIIG 110RKS COIgTRtfCTtON 14!41 >~�a bWs� iib 06 • raft C� �iJ aEET 1 d 1 C> D DPJWC • P 1 E�sHet~f r SEE SHEET L-6 FOR SECTIONS SEE SHEET L-4 FOR TRAIL DETAILS/NOTES a CONCRETE HEADER t BELDON COURT 18 ' TUBULAR STEEL FENCE PER BLOCK WALL PER SEPARATE F.R.A. PLANS 19 Q SEPARATE F.R.A. PLANS 1859.6 BLOCK WALL PER SEPARATE F.R.A. PLANS- SEE BELOW RIGHT \ , _ I=,A\4 / - (PHNATE➢ 4ETAINING WALL PER CIVIL P� S ;kL, , =30M I 7-7 S GHT LINE _ TRA t L 1 1 Z •• _ - F - __ -.-. _ u. . . - - �� � GHT LINE + } t + 1 . + II n rf N II I n M fr f> p!, 1 N I 11 w r d f u: 11 if fi. + i / N rw Y--; _ -.�., ` 11 I 11 1 N 1. N U i t f N ! h N H i1 11 i JI N. M • '. 1 If Ir( 1! 1 } + gSH2�t/ - 11 CONCRETE HEADER �, � oNCRETEG2 _ 3 ZOi Q CoaaLESTON ► I ARCH BALD AVENUE r BLESTON 1aO NO RML FENCE RAIL FENCE (142 LINEAR FT.) RAIL FENCE (197 LINEAR FT.)' J = (SIGHT LINES) PLANT LEGEND ARCWI5AL0 (10a) = SYM. TREES BOTANICAL NAMFUCOMMON NAME SIZE/COMMENTS/SPACING QUANTITY 41) NO TREES No TREEs (SIGHT LINES) 0T-1 LAGERSTROEMIA F. `MUSKOGEE' —CRAPE MYRTLE 24" BOX STANDARD o (SIGHT LINES) AREA MAPPEDO T-2 PYRUS CALLERYANA `BRADFORD'-ORANAMENTAL PEAR 15 GALLON 23 No xr� -i SHRUBS: O S-1 ABELIA G. 'EDWARD GOUCHER'-PINK ABELIA 5 GALLON @ 4'O.C. 0 S-2 TRACHELOSPERMUM JASMINOIDES-STAR JASMINE 1 GALLON 0 2'O.C. 0 II S-3 RAPHIOLEPIS I.`PINK LADY'-INDIAN HAWTHORN 5 GALLON @ 4' O.C. 91 Q S-4 AGAPANTHUS A. `QUEEN ANNE'-LILY OF THE NILE 5 GALLON @ 3'O.C. 57 S-5 LAVANDULA A. `DENTATA'-FRENCH LAVENDER 5 GALLON @ Y O.C. 119 Q S-6 SANTOLINA VIRENS-LAVENDER COTTON 5 GALLON @ 3' O.C. 237 • Q S-7 NANDINA DOMESTIC `COMPACTA'-DWARF HEAVENLY BAMBOO_5 GALLON @ 3'O.C. 104 VINES : ♦ V-1 PARTHENOCISSUS TRICUSPIDATA-BOSTON IVY 5 GALLON @ 15'O.C. 22 GROUNDCOVER: CONCRETE HEADER BELDON COURT r: CONCRETE HEADER All shrub beds (TOPDRESSING ONLY)-4"THICK LAYER CITRUS MULCH LINTER COURT SOURCE: "EARTHWORKS" (909)270-0088 - • 8 BB LOwWALL9 PER _. r ' _ P�CFfATE SEFRA PLANS _ T 5 - '��4R-S'fiE`E[:�'E1�PER_ 1815.0 I 1782.8 _ _ HEADS 'SEPARATE F.R.A. LANS <� > SEE SHEET L 4 1 _ �.- . . . _ f s7 _ _ — 13L•C3M_VALL PER _ \ _ SEPARA RRA. 'PLANS 'RETAINING WALL CIVIL PLANS ' Zoo •• • 1 J -: • ,,,�. r . -j " -;"" L•r! •i - err - . { SIGHT ,. INE LINE - - T L i y r + ' rr I Ir rl fl N+ SEE ABOVE LEFT OONC.RETE I#AflEFi ID ) I 1 Q 1 OONCRETE h' ADER (o ESTONE r° RAIL FENCE (180 LINEAR FT) J T2 _ 20 . , . 58� NO RAIL FENCE, RAIL FENCE 138 LINEAR FT.� 'L FENCE _ LD AVENUE - 4l -:NO TREES (SIGHT LINES) (SIGHT LIMES) ,arecNreA�c (143) NO TREES SIGHTLINE NOTE ARCHIBALD AVE fV AREA MAPPED (SIGHT LINES) No TREES, SHRUBS & FENCING ARE LOCATED WITHIN THE RESTRICTED SIGHTLINE ZONES AND MAY - Y ONLY BE INSTALLED WITH CITY REVIEW AND APPROVAL. - - NO. DESCRIPTION OF REVISION DATE o CITY OF RANCHO CUCAMONGA ARCMALD AVE, NOTA;:BFOERE ANY WORK CONIlMM E&A CONFERENCE SHALL BE TW- STREETSCAPE w TSCITY E S AND THL CONITtACTOIt RE(G RDINGi -- - ALIMQtm Emim oirnowom � TRACT 1.6430 RANCHO CUCAMONGA 0 CONTRACTOR sEwm vim�ALL CONDMOM AND DUMMONS SHOWN "_ .: SCALE : � -2a _- PLANTING PLAN ON PLAM AT TSE STI'8 PRIOR TO*COMMENC oW OF ANY WORL AIL MCREpmc ESSHAumRmmtDFORDIItECTIOND MF.DIATELYTO. FRA 02664 APPROVED BY: ,/ DATE: - - TSE CMINSPECTOlL CITY ENGINEER Li �� RCE:- f- 49.,53- � Sf 'DESIGN PLAN PREPARED BY: RECOMMENDED ranFRANK admk her Y►f RADMACHER e2f::,� 110 - DRAW- ASSOCIATES, INC. SHEET # Landscape Architects vv-`,' rs ! OF oite (x+) 801-t"4 PAZ yes-ores f' �p CHECKED 7/ /04 1110 DRAWING N0. Q !t Date �� 14641 1Mla /h••t SNI• N4 • TIM CA MMO c_ � GF CAS\ F• DATE RLA NO �v ,{ or t 'ULTWMATE'R.W.FOR LMD 'LlNLTIMATE R.W.FOR LMD - W LY 6' 4RAN*O"K-TO CITYPE R FmAL 0110r 'UWM LTATi=R.W.FOR LMD W LY W lY pop 012911i SPIG; PAW9696- LOT 9 ARCHIBALD AVE t RW a' Wi t- TO CRY pmt FAvgL.oro P LOTS 8 AND 18 TENTATIVE TRACT BOUNDARY - 1014;1241696- 1' VARIES - - - LOT 1 VARIES ' 6.0 - 24.0 6' CRANE-all-FFF TO CITY PF1t f/N L �y/�'-- T- - - (6.0' - 24.0') TENTATIVE TRACT BOUNDARY ARCHIBALD AVE -� VARIES 36' I ARCHIBALD AVE OA - 32.0'T_ 20� PERIMETER WALL SHALL FOR TRACT BOUNDARY 20' 36' 3' 12' 5' I Y BE CONSTRUCTED BY y h I DECORATIVE SLUMP STONE 3' ;o' S I T F 41 r S �i.. 2' 3' 12' 5' r i �, { PROPOSED PUBLIC PAD ELEVATION m 2 Z e a t Y c 1.0' 20' COMMUNITY i PER PLAN _ i Y k4 ' PAD ELEVATION EQUESTRIAN TRAIL PER PLAN IT-11 1.0cONc. "f- i WALLSHALL - = i _ � ?• — BE CONSTRUCTED BY J _�y_ DRAINAGE SWALE o - PROPOSED PUBLIC COMMUNITY , PftPOSEo PUBLIC 20' DECORATIVE SLUMP STONE -I 11 I I I I I-I( I-) COMMUNITY TRAIL Y ti COMMUNITY EQUESTRNN _ I I I I Irl( I --I=•� i I I g J cv TRAIL > EQUESTRIAN TRAIL — _ � • d� t � ��_� I g 1 EQUESTRIAN TRAIL TRAIL L - � . � ,; • � — , S-.-:.D�:"r:•� -1 I —_ —1_!I ( _I �—_1—1 —��_�{—IU--�I—LE—IT—6 I—�—T—O—ISII_IIIioE—fII—Tc I_•—CfIS-ILIO_—TPEI--�—IDIIIO1I—_1IIIT�I CI N HII--6 R— I—II L-1IiI 1--5I I'•I_—__1—I—I I—GII�NII C�IiIII= —�i I 1II III IE_—�IIEE __IIII�III AE �2.OX �TRAIL ED_GII IE t �P HEADER RETAINING Vif��'��'I it'I`'__—T`$^'I•{'-'_.f'I{.--=_.3�«JI•er-r�I•-T�.`1 te•_'•I_I•I'`+�IIIt.+�r;--Y-�`.I�•.�`I I",\i�ntT� FI.Il .—_;,I.•I`t.�-I.-I�-T—�1T—I I�-"T./�'I�1" •i,.' _�.1'�I II'I.►I—_a-.'I�--\,\`_{--� -1` ! •rr - ceIIIi.f NTy r- - ..- 1>I I(iI : _1 _._ RETat EN=ING_1 w ALL A -�NCRP.o TaAL EDM _ IE1LOt0 DRAINASYSEM. E1_—i I I_I I I 111CONCRETEHEAD_1 -E1 1R= I — _ DRAIN S o TRAIL EDM SDE —DRAINAGESYSTEM. -IROUGHGRADING PLANS -.I 1.�=■»RI,_1 4.. �a - ILL& SFORM -DRAIN PLANS •OR DEI I-9 1I II { PAD ELEVATION f '�PER PLAN I I-11I TYPICAL SIDE YARD SLOPE W/ RETAINING WALL (ALONG ARCHIBALD AVENUE) IFT TYPICAL SIDE YARD SLOPE (ALONG ARCHIBALD AVENUE) NTS TYPICAL SIDE YARD SLOPE (ALONG ARCHIBALD AVENUE) NTS it ILLSe0E Rom t LD 'lLATe RW.FOR LMD N' LY 'ULTMATE'R.W.FOR TIk1RW WILSON AVENUE r p LOTS 1-4 LOTS 1-4 TENTATIVE TRACT BOUNDARY VARIES 36' TENTATIVE TRACBOUNDARY (12.0'-22.0')VARIES WILSON AVENUE (12.0' 42.0') 18' 18, 44 5'PRIVATE EQUESTRIAN STABLE 12' 32' 5' PRIVATE DRAINAGE 3' 15' 12' 32' PRIVATE `EASEMENT LANDSCAPE AREAPRIVATE EQUESTRIAN EQUESTRIAN 22 10' PAD ELEVATION 3' DRAINAGE V DITCH TRAIL 4' 2210' PRIVATE DRAINAGE TRAIL 4 8 PROPOSED STREET EXIST.EAS EMENT PROPOSED STREET EXIST. IMPROVEMENTS PAVEMENTPER PLAN LANDSCAPE AREA IMPROVEMENTS PA yr 3' DRAINAGE 'VDITCH R WALL SAWALL SKkL BE ELL B CONSTRUCTED U DECORATIVE SLUMP STONE DECORATIVE SLUMP STONE �3 P.V.C. RAIL 1-3* P.V.C. RAIL FENCE �11�'� 2.OX — -�- , . - _ I _ I { — I I—_ I—_ I I__ I I I__—I I_�_—II • •_—_--�lI I II 1_I1—IA_ A � =���11 lII �I�II_ DESCRIPTION PTION OF REVISION- ; 1 DATE SI-- I I— CITY OF RANCHO CUCAMONGA—I sECTOINDEX SCALE. 10-160,� � W JON AVE. & 1RCnMALD AVE. — S TSCAPE AVU )REAR YARD SLOPE W/0 PRIVATE EQUESTRIAN STABLE (ALONG WMSON REAR YARD SLOPE W/PRIVATE EQUESTRIAN STABLE (ALONG WILSON AVENUE) TRACT 16430 RANCHO CUCAMONGA NTS "TS LANDSCAPE SECTIONS FRS02664 APPROVED BY: DATE: CITY ENGINEERA)� RCE­ 24953 ,r- ��r�• OF S DESIGN PLAN PREPARED BY:BY:� RECOMM ranW. FRANK F.W.R. RADMACHER 10 ZWAPN ASSOCIATES, INC. V.V. Landscape Architecs SHEET � 9 3 ! � wc� .�l"� L-6DaCHECKED i �ssM-1774 PAZ DRAWING NO. C 7 -L— F.W.R. DATE � � ^^a Ru No PROJECr shTU NO. 1 of 17 COAST GUARD SHACK BACKFLOW PREVENTER • ENCLOSURE. MODEL CGS-_ ASSEMBLY • NIPPLE - TYPICAL It NOT" (4) PLACES s wm I. RE60M NURSERY STAKES WHITE r------------ -- --- ROUND PLASTIC VALVE BOX & STORM DRMN/uNUTIES LAND / ^� BLUE I ---- -� COVER ETCHED "IRRIGATION GATE' LJTILRIES I R [ FC r \ ( \ '^ v 1 c PARAS m Sc rlwat .ro I &At WE PERPENDICULAR ( ) I a (CARSON OR EQUAL) I / f ^ ^v � ^ v s �m .+.o I I NIPPLE 1 I ` l %.j l RED j 6' THICK X 12" WIDE t FINISH GRADE MIN _ _ - I I i V BLACK EPDXY FILLED WATERPROOF PRESSURE I (� 1 CONCRETE PAD (LENGTH VARIES SIOEWALX n IRRIGATION CONTROLLER CONNECTOR REGULATOR --- 1 PER SIZE/MANUFACTURER) UTILITY, *ALL M To WON Put[o AS LONE v W TREE OF STAKES SPO++ NfAO l /� v • E SEE LEGEND BRASS WYE ( SLOPE TO DRAIN AT MINWUNA l AS POSSIBLE 1E LOM TRUNK m NOT PEAAYTS SPECKS GpMITN l t PIG TAIL EXPANSION FOR MAKE AND► STRAINER WITH �o ( 2X 'N 1 I 1 4 ALLOW FOR IIID AD To OF INE TREE. 1 1 �I � R (Rlt NOT SO LOW AS TO (OSE S1IRRORt PLASTIC VALVE BOX (CARSON OR LOOP UMNL24- LONG) MODEL NO. 1 60 MESH OR ALLOW INC HIEAO m OwOP MAN TRIat+IN V 1 MONEL SCREEN FINISH GRADE BALL VALVE - 1 1 4LE OR SMALLER WITH "Tume FOLIAR) WITH PLASTIC INTEGRATED ST ESS STEEL HANDLE AND CyTTE METER tO' S' 1 T� .T.� I I LOCKING LID. PLACE AT GRADE IN WATERPROOF ALL UNION SLEEVE I \ SIAL'I ft) SETT OF CAIEW nos r0► AS nE TO RE h�CEO As TURF AREAS AND 3' ABOVE IN : ..-! REQUIRED FOR RESIUENT WEDGE - 2' OR LARGER WITH 1" # 1 * 1Mlt' `\ROUGH ` PACED to MART ATTAIN MIA L0WykE y, M PLANT SED. WIRE CONNECTIONS ,c .�. Y. .: . a': GAI+a/A2E0 fCIYAtK m T NOT f0 LOW AS t0 ac ;�a,_� P� VILLI D 2 OPERATING NUT \ tt' I I 1000f F'OICi. �1NOT $Ri OAR,�pYwtO�Mp,� HEAD OFTOP OF STKESwKR�c COIL R£ ntE tf1EC. CONCRETE PIG.TAIL EXPANSION `• I VALVE MTN WOOD ►REsaRVUM STAN• � SPACED LOOP NAIN.24- LONG) 1 r NIPPLE - TYPICAL �C� ~, AOW IMIN. OF r O UNODCE POLE PINE ST M-i IME uCAO m OROA.-a n ww TRIWt fPEC,Es GRORTM what PERMITi- I I FROM WATER SOURCE - (2) PLACES � P _ _ _ _ _ _ _ _ -- _ ° � ir��AWSAI IMAX TfNO OFSTURi#OUT IL Img00t OSIT� 1,- AP sits OF CwCN nALQED7s AIARI, ATTACH WIN GKVAaIIZEO NOTE: x SCH 40 PVC MALE CONTRACTOR TO INSTALL h x nr ( WNN � SIDEWALK J ,. RCRf+s m R tAOGE ICRC; SCOTCH LOK EPDXY FILLED ' I I 90% COMPACTION IIm ADAPTOR QFy I S.L. ORIGINAL SPADE CONNECTORS FOR ALL FLO ND 1L1 3' DR r �Qp 1' - S (WIIAI TIGNTIr COMPACTED I I I LIN 1000E POLE TOVE STAKESN. 1 Nutt Ii'/ N,TN x000 ARESEAwiw�E STwN. SENSOR WIRE CONNECT RIDE I REQUIRED I - 3' APPROACy 1 J 0 L TN RACE r0 tom„ WATERING CONNE SCOTCH LOIS OF t4 _ MLN. LOCATED alistDE OF - ORAE • NMRMN/Y OF Mr0 I_ I CURS AND CUTTER t ►uwr M. ��r SAES AIRE0OWS E OT ►OititON IN TALL ELY AFTER TVNNES •• 1` - _ _ i �I�I III Imo` fiA�IES auswE Swot vu. NNSTALL•NO FLOW METER. - /MRDON"T w�S ~ -- moi TT- 11' T UNE TO SYSTEMS +Nv I a°v. ;, ylT.. MW. tOII I I I= RED ! I „ MASTER CONTROL STRUCTU OWO -I I i I :o. of +o0ts.0 ro c=Aiwa r - - - - - - T y VALVE i RIGID PIPE AND RELATED FIITiNGS SHALL BE PER ELBOW (4) � STRUCTURE K NA y£ l+Cx%al w•w I WN-,t PCOM COMPACTED rOAm- - q% FLOW ME E 4 wASHEo causNlED CUCAMONGA COUNTY WATER DISTRICT STANDARDS. CATCH BASIN ND AMA<S u A:ER " r f,YN S 0". -A - _ -11 = WA'.ERI COS*M PP SIAM i'J AA* AGGREGATE TO BE CONTRACTOR SHAM VERIFY DIS CCMYO PRIOR TO Z TRANSr Wlmid AAAULT TAA.iRwG iASNN FOf R£54�WL iC• • pIWETER SAIF PLACED TO A DEPTH OF CONSTRUCTION. -� . � ■ I I E=1 GROUND CO14R MNITZO PRIOR O oft SIZE AS FLOW S• M FLOW METER AND NOTES: ,� t Ruth: •tT m !£ (2) I 111 I L OVTLOc OF RIARt irT. STRrf w tYit- NCiES: Tr,ES TRI wo". OFAREAS RE+iWc0 PRIOR i0 Gtr NI[TiII Rli[ MASTER VALVE BOX i. INSTALL PER LOCAL CODES. 'b pAIETER SAME SIZE :NE �,.^: GALL 2. EQUIPMENT TO BE INSTALLED AT A MWIIAUM OF 24' FROM ANY # I. TREE S�ACNG S++NILL CONFORM TO PLANS AP?�0 it THE CITY ENtGIN�ER OI FLOW TER SAME RALE �WAMUMSTANCE DOWNSTREAM OF STRUCTURES OR i INS$CAPNG. 2 ALL TREES IN THE R.O.W ARE SUiJECT TO UI NE.OF.SK.RT ©I J I i' IEIII-_I-EI I L-I 11=11 P91 PTEO PPE 15X DIAMETER 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) CRITERIA AS AiPROVEO K TRAFFIC ENGINEER. IE�I I11 I III OF FLOW METER SIZE) MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 3/4" WASHED CRUSHED 3. AT ALL LOCAL RESIO£NTML/LOCK RESIDENTIAL INTERSECTIONS PLACE 11I X11 I EI I FI I C I L1 I©I I I e I I i I 1 4. ORIENT UNEP PARALLEL TO STREET. AGGREGATE BASE PARKWAY TREE AT A MIN. OF 25' FROM SCR OR ECR. ICI I�I C I CI I CLI I C I i�I E tnOS�wtIEO w:Aa- f91L. A. m11INT•U.I 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNOERGROUH•3 NIL-III�II-iIr11 Is I MkNIMUM DISTANCE UPSTREAM OF IN MULTIPLE FLOW METER/ M.V. 5. SCREEN L"T WITH SHRUBS WHENEVER POSSIBLE- NOTES: FACILITIES. IN ADOtTHp.V 6WHIAN TO' room CENTER Or TREE TO ALL UTILITY ICI�II�I EHE moot BALL �) M"MUUNINTERR TSTA PIPE ITOX INSTALLATIONS MAXIMIZE THE 6 DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF II� � �I INSTANCE FROM THE -TEE TO DISIMII ARMETALS. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE 80X- OWNED w&!iR A SEWER LATERAL IVES. DIAMETER OF FLOW METER SIZE) EACH FLOW METER TO MMNGYZE 2. INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR HARDSCAPING. 1 mUlvf MCKPaL IRAN NO TURBULENCE. 7. VALVE PER STD. SiE REQUIRED BEFORE BACKFLOW PREVENTER 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. S. TREES SNwI NOT BE lOtwtEO ON PROPERTY IVES- AlOrfs: ROCKS GREATER t'W"' T a' IS 3 OR LARGER. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. f- STREET TREES ARE SUBJECT TO RaSiECTgN AND ACCEPTANCE N THE t. w[MP/f NII/tE P sf AN O�I�I 81E31E31E11 I JIBIBI I WHEN MAINLINE Ei ECIt 1IWATERPROOF ALL WINE CONNECTIONS WITH EPDXY FILL S. N' REQUIRED, PRESSURE REGULATOR TO BE INSTALLED ON 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. ENGINEER" DIVISION. i. STAKES TO WE RutA1 AND PAwRLRtI I IES IEDIE7IE�IF3I .- 2. MATERPE OF ALL BETWEEN FLOW METER AND MASTER VALVE. INLET SIDE OF BACKFLOW LOOP. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND s tREf PuRcrlorulAR >o MAA �„Q E�IE31E�� E3IBIBIE31 IBIE�I SOIL ARIOIfTAAH[G VALVE NUMBER. 7- STREET TREES SHALL SE ►tANrEO ANO STAI('D ACCORONNG TO THTE CIT1 IEDBI IE�IE� E31ERI JI STANDA-RID PLANS. THREE ROOT dill MOTH CITY OF RANCHO CUCAMONGA, CALIFORNIA I CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA + n• , ,,,,,, i r REDUCED PRESSURE STMWAAD"A" MPRavf1 m r VALVE SIANDARD PLAN CITY OF RANCHO CUCAMONGA, CALIFORNIA FIO�r METER INSTALLATION 516 BACKFLOW PREVENTER 517 - 3 or smaller 518 TREE PLACEMENT 5Q1 DOUBLE STAKED TREE ON SLOPE 505 DSUH T. STAKED BOX EE . I ONGOEER 111 MR TWIN iFNWRS Y'SCiSA=M ti rimm go"comm R cam �T 1 W 1 CITY ENGINEER M 111[NEIN STA1p/R0 S/ECIFICATIOM[FOR Pisa womcs OONITakwim SHEET I OF 1 .. 502 RY O6.111"1t M VK 1�SIUMM O Neff Alpos pR ft"�lS aOmumigw m �t 1 OF/ I t - P RCF. 24953 STAND ALONE CONTROLLER WITH ANTENNA LA DOME ANTENNA PORT - y : •s . BOXY FILLED LOCATE t T OUTSIDE OF BOX. COAXIAL CABLE SISTALLATION/LOCATION NW2DSCAP►NG(SEE NOTE 4) PER CRY AND CALSENSE e Of COMPACTED COARSE GRIND �tpRE$ENTAT►VE MOTS N CONTROLLER 4 .,. �.i�. WOW FIBER MIUILDI MODEL NO. PER PLANS t > <. , � �;s,. y'h '•• ;;`}: 1wipSCAPING/ CONCRETE _ 1 PIIRS`N GRADE T DUPLEX - CALSENBE HARNESS I-1I_ I III I I-1 I I-I 00 VOL = _ 11-1 I F _ 1 I 1-1 I i OUTLET (GFC4. NOWSWIT CALSENSE TP-1 BOARD po I I 11- t2' OONTROLLER TO BE MARES Z? I I i- I I I I 1 I I I A �.. nC+IRr COMPACTED J fEJtr t0 FORM "or. TERMINAL STRIPS TO I,� I v IE;'1lSSED TRUURItc isf« ( �-' TOP OF ROOTRALL To DITEND r MATCH CONTROLLER IJ' -I I I CLEAN BACKFILL - SEE I-I - ` _ SAE. - I I - -III = CLEAN BACKFILL - SEE I TOP OF NOOTRALL TB v ! SCoo or A AROtIE F•RD/ GRADE MO OPEN ELECTRICAL WIRING SPECS. FOR MATERIAL. Z SPECS. FOR MATERIAL. �• nmemD r ARM v ORS GRA1R v NUKE M'om Og ILIO ROOcS SHALL BEN CONTROLLER n 90x COMPACTION REQUIRED 1 I=I I I 90% COMPACTION REQUIRED ,, >7 F.�N N I rr IRs, »c,.i� toMak^ttp « MOUNT AREA. FIELD WIRES O _ - I 1 I F_ I I� r RN;f N PGITAN atATNAKC RANI -I I _ I I- ` All CONNECTKNNS SHALL i_ I-I I I- NON-PRESSURE LATERAL LINE _(III I PROVIDE 6' MIN. OF SANG -I Be WATERIK.HT "OUTDOOR i 1 I I SCH. 40 SNAKE PIPE IN =III - BEDDING AND SHADDING �' CONINE - I I= TRENCH . . sllovEl CUT EDGE CORIPACTED ICI rl I B I�EjI j-- I I I I MaK � I E� S I-ENCLOSURE MOUNT MOUNT n _ . . .- _ ICiF' �I III PRESSURE SUPPLY LINE: "T I-I . . I 1 111_I I S Roos so" � SCH. 40/CL. 315 SNAKE II-�� NOTES III-I III PIPE IN TRENCH III- t INSTALL CONTROLLER PER MFG- PRINTED N�STRUCTIO14 AND PER LOCAL =III I I-I( - I I� CONTROL WIRE SLEEVE - _ _ _ _ _ C E I I rlAw: INT m Rf (i) T•Kf tNf _ I=III I _I I I I i= PLANTOWN F m RE (c) t••Ei M �I I �11=I I H I!� 1=1 I I I�I WW- OF TME 40W CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR _ _ _ SIZE PER PLAN INSTALL I I�i(�I C I L I I�I I I IH I I «DEN of tT,£moa Bri PRIOR TO Trfl11STRUCTIOPL -III-I CONTROL WIRES - BUNDLE III ADJACENT TO PRESSURE LE=I i E�1131 E�I I_I I E I EI� III �I I�I�I I�I i-1 I I-1 I�I�I I -I I TAPE AT 15' O.C. AND III 11 I I -�I SUPPLY UNE -I I IE 1131 E1 I FJ I C I C I�i I EI I I�I I-I I I�I la I C-I I I I-I I I 2 CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAWS DESIGN II-II INSTALL ADJACENT TO T - CONTRACT" SMALL - - = ` T1or�s i1,� CCI 01 I�I�I I i�I F-III- AND _ SEQUENCE AR REMOTE CONTROL VALVES _ _ i0 PURCHASE THE I?trECTOR�Nancy. THE I I C I F_1EI' 1 �I� i � _III-I I I P��� APPLY UNE �I i=1 -_- -_- PRESSURE SUPPLY UNE ��(�� I I�I iC I I 1�I I I 1 . A SAMPLE T THE APPROVAL. � I , I , , I , I . y I I L�11�I E=1 I CI I E=1 11- i RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH I I-!I I- I-1 I I_ I-I '-(I _ SLEEVE - SIZE TWICE 2. MULCH UNDER TREES AND SHRtJ2S AS DIRECTED ON THE }LAMS AND REND BRANCH OF THE MAINLNE FOR FUTURE USE PTGTAR EACH ORANGE PROVIDE 6' MIN. OF SAND �I Id I I DIAMETER OF PRESSURE INTO EDGES AT GROUND COVER AREAS. ROCK GREATER Im mo WIRE AT THE ENCLOSURE I(� 6' TYP. BEDDING AND SHADDING I I I=1 I SUPPLY UNE ROCKS GREATER tMAN T 6" PYP. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST w COMPACTION. �t� WOISt1Mis0 w�IN[ !0.. 4. COMMON WOE TO SE WHITE AND CONTROL WW TO = RED OR SLACK SOIL IN COLOR NON-PRESSURE LATERAL 4. PLACE NO MULCH INTTNRN A � RNIpuS Of THE CROWN Or A WOODY PRJARITcUt. Ir+OfUtAR1E0 '� UNE SLEEVE - SIZE TWICE 6. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE DIAMETER OF NON-PRESSURE CONTROL VALVES. NOTES: LATERAL UNE NOTE: 1. ALL SLEEVES TO BE SCH 40 PVC. I. UWANGLE WAITED moors N'l0oukV4 ALL ami" At EOCE t. UNTANGLE n r,ED ROOTS N LOOSENING ALL ROOTS AT ED" • LR DOME ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO 1. PIGTAIL AND LOOP CONTROL MIRE AT 90 CHANGES IN DIRECTION. OF ITOOt PILL SO mot CJTACII ROOt BALL OF wool CIL- 00 HIGt CwRCK Row GNa1 RLR) AND BE OPERABLE To THE CITY CONNECTED ARD'S CENTRAL COMPUTER 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. SYSTEM PRIOR TO ACCEPTANCE. 2. PRESSURE SUPPLY UNE: 2 1/2' AND SMALLER IE" MIN. DEPTH 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 3" ANO LARGER 24' MIN. DEPTH 4, PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY T. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE STD. NO. 120 (24" MIN. TO 36' MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). CITY OF RANCHO CUCAMONGA, CALIFORNIA a CITY OF RANCHO CUCAMONGA, CALIFORNIA - CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA �. APPROVED n., STANDARD PLAN O STANDARD PLAN 'v' CONTROLLER ASSEMBLY n""""""" W TYPICAL TRENCHING 532 W rr 533 MULCH INSTALLATION 509 CONTAINER PLANTING 506 CONTAINER PLANTING ON SLOPE1 ,507 INSTALLATION - TYPE A 524 - TYPICAL SLEEVING CITY ENGINEER DA LIR VAIN STANDARD SPTC•wAIIOIK FOR PAWING tIOM CONSTRUCTION V' CITY IDAW EER RAUK WIN SIMIDARD M&CA1CAMNrS PM PWILW•ORRIS 00IIiSR000DN SHEET 1 SFT �� 24953 SHEET 1 OF 1 CITY EI(,IH49 IMT USE MIN STANDARD fPECN7CA710NS FOR PUBLIC WORKS CONSTRUC110N SLEET 1 1 t . RCL 24953 24953 i PLANTING NOTES HI-POP SHRUB HEAD BODY SET TO 1/4- ABOVE FINISH GRADE 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST FINISH GRADE ROUND PLASTIC VALVE BOX h COVER: STRUCTURE OR GUARD SHACK ALUMINUM ENCLOSURE,AND SHALL BE INSTALLED PARALLEL 1. �ffRACi+ORSHALL NOT FYT?ECITYANDLANDACAPEARCIISITECTOFSrm ETCHED 'OC' (CARSON OR EQUAL) HARDSCAPING TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. CONDITIONS MACH PREVENT IINSTALLATWN PM PIANS AND FINISH GRADE 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN �CIMATiONS' CONTRACTOR SHALL,BE RESPONSIBLE FOR REMOVING ) 6' MIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE AND RE'iNSTALLING IRRIGATWk1 AN AM NT' AND REPLANTING ASS ' 1 1�g• ,-I INSTALLED IN PUNTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS WHICH ARE NOT BiSTALLED TER PLAN AND SPECIFICATI�I 1 I I I AT GRADE IN LAWN AREAS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK, I I ( UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES. 2. CONiTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR FOR - .�. PREPARATION, RANT PiT ROQUIREMENTS, STAKJNG AM SACKFUL. ONE HALF OF SPACING 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON REQIAIUr.M1ET(T'S- OMIT OF PLANTER AREA RIEOUNREMENT PLANS AT THE SITE PROR TO COMMENCEMENT OF ANY WORK. ALL I I ( DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CIN. ]. CONTRACTOR SHALL FAMILIARJZE IRMISEL.FMERSFI.F WITH ALL 33 DNP WICK UNDERGROUND UTWT[M MP'ES,STRUCTURES,EIC.AND SHALL TAKE SOLE COUPLING VALVE I I 8. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL RBSpONSLBELrrY FOR THE REP AT NO COST TO THE CRY, WITH PURPLE I UNDERGROUND UTIUTIES,PIPES AND STRUCTURES,AND SHALL TAKE SOLE ANY DAMAGE OF SAID l04DERCAX440 FACUJTIES. RUBBER CAP I RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO CST TO THE CITY. STAINLESS STEEL FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 4. NO ry,� SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION SCREW CLAMP I IT 7, CONTRACTOR SHALL FLUSH AND AQIUST ALL SPRINKLER HEADS AND VALVES M[TM j}ff WTALLATION OF TIE SPRO41- R SYSTEM HAVE KEN ,I MINIMUM (3) PLACES 11 COMPLETED. FINAL GRADES HAVE BEEN ESTABLISHED.THE PLANTING - � FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS, 3 4' WASHED WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A AU"HAVE KEN PROPERLY GRADED AND PREPARED AS SP6pFIM AND CRUSHED ::�: ►:�: IF PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS iSE WO"APPROVED BY TiE CRY. o AT INIT-L&L CONSTRUCTION. AGGREGATE BASE ►►:.: �►: S. ALL PLANT MATERLA S SHALL SE APPROVED FOR QUALITY BY THE CRY .1 A8. TREES,ETC.)INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER AHIDLA140SCAPEARCISTECTlRHORTO INSTIL(-LJLTiON•FNALIACAT10MQi At SCH 40 BRASS NIPPLE I _ k HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION ALL PLANi MATERIAL SHALL BE SUBJECT TO APPROVAL BY A SCH 40 BRASS NIPPLE - I�I CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A REPRESENTATIVE OF THE CRY PRIOR 70 EXCAVATiON. 24' LONG QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE SCH 40 PVC OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS 6. CONTRACTOR IS RESTONUBL.E FOR ALL REPAIRS ANDI+OR REPLACEMENT OF MARLEX 90' STREET ELL9a STREET ELL SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF PORK,THAT 19 NON-PRESSURE MARLEX 90 STREET ELL I A DUtECT RESULT OF THE LANDSCAPE CONSTRUCTION ANDM HIS fUL NON-LATERAL FITTING 9. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE CpNTRACTO L REPLACEMfXI+T rTEMIS SHALL BE EXACT DUPLICATE OF NOT-: SCH EO PVC FIPPLE ( ORIG&NAL PORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CRY. T. ALL SHRUBS AND m GROUND COVER TO WE PLANTED AT EOwI NON-PRESSURE LATERAL UNE TYPICAL (2) PLACES SCH 40 BRASS 9d' ELL MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE(RCV)ON EACH SAANS: (TI LE GIN�IIty UNLESS Or 4EOU wWC�IiED ON BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL PRAISE F LEGEND FOIE SPKwG IHAu1REMENTi. AyNN_pRA{)N VALVE AS REQUIRED SCH EO PVC 90• TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 7• QUANn7m SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. 2. WHERE PLANTED A0 ACENT TO WALLS. WALKS. CU P35 OR STREET ELL SCH 10 BRASS 90° PINALQUANTTTiESFORPLMETMAIMALSMSTALLEDSMALLSEGOVERi4ED S"LAR LIMITATIONS. ALL SHRUBS AND GROUND COVER STREET EPL 10.IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 31NCHES OF WATER PER BY THE INDICATED PLANT SPACING REQUIRED. SMALL BE PLANTED AT ONE-►RIF THE OESIGNArEO SPACING � NOTE: PRESSURE SUPPLY FROM SUCH L"TS- SEE LEGEND foot SPACING REOWREMENTS DESCRIPTION OF REVISION 1. LOCATE HEAD 2' TO 6 FROM WMAXS, CURBS, HARDSCAP", MOW STRIPS' UNE FTTT,NG WEEK(TURF)AND 2 INCHES OF WATER PER WEEK(GROUNDCOVER/SHRUBS) OA1i APrSOVfD AND EDGES Of ►JINN /4 REBAR STAKE APPLIED FOR 8 HOURS A NIGHT/5 DAYS A W EEK BETWEEN THE HOURS OF 9:00 S SEVER SHRUBrGROUND(bwER Ams � T TO�� � 3. SPACING REQUIREMENTS SHALL GOVERN THE fwmL OwwTITI£S 2 USE TEFLON TAPE ON ALL MALE THREADS 24' LONG) P.M.TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE ATA OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE Of PgANT MATERIALS. KRAIT OL/ANTITLES INDICATED ON THE VALVE AND PRESSURE PRESSURE SUPPLY UNE AREAS,A CONCRETE HE AMR IS OW U1RED.PURSUANT TOCP"STANDARM LEGEND ARE ESTIMATES ONLY. CITY OF RCUCAMONGA 3. INSTALL HEADS WITH INTERNAL CHECK TIME. AND DETAILS HEREON. COMPENSATING FEATURE AS PER THE IRRIGATION PUN. 4. HEAD CONNECTION AT BOTTOM INLET ONLY .6 11.THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS NOTE: - - Nib PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF S CL EAIi UP SHALL TAJCE PLACE ON A DAILY BASiS IJNLFSs OTNLJIWiSE WILSON AVE. ARCD AVE . GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR APPROVEDBYTHECRY. CITY OF RANCHO CUCAMONGA, CALIFORNIA J• L CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE � START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE N. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR SID►uRPotLEs aa.Y' SHRUB AND GROUND COVER SICIRUTSIC."IE STMOMMPLM( "APPROVEDDY' UICK COUPLING VALVE STANDARD PLAN - QATTENTION OF THE CITY. FINAL SOIL MENNDME]1T TYTFS AND QUANTTTTES SHALL SEi BASED ON Sou, 5O8 HI-POP SHRUB SPRAY 539 536 TEST RECOMMEi4DAT"4(SEE SPECIVICATiONs1. ROTOTiLTHE REQUIRED SPACING 12.AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000 12 -LR(LOCAL SOIL AM/ENDM INNS 6'INTO THE SOIL AT THE RW IRS: RATES TER 1,009 SQ. ctn ENGINEER PIAT we t1ml ITTAHIR..D sPTaFlutlows s•R N'R'Y tPDIR(S aWK7RYCTIDM sIEfT I OF 1 'CITY Drib EER 14UK WRN STANDARD SPECOr-433OWS FGR PULING WDm"commNNCT" SHEET 1 OF I RADIO)W/Tp1,TPI 10 AND LR DOME INSTALLED WITHIN A STRONGBOX(SB) PT. TRACT 16430 RANCH_ O_ CUCAMONGA RCF. 24953 ¢" _ 24SS/120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER 4C,_I, I sA.�SAwD�T _ IRRIGATION / PLANTING DETAILS SPECIFICATIONS AND ATTACH COAXIAL CABLE. PROVIDE A TRANSIENT 121 IRS GYPSUM - - - - ZS AI11Y�Y CLW A Ct4.RffAM PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL 125 NSCoRO.POWERPLUS RRNNA,A026 64 � + HL10NE M THE Q'j'y�$RL1�RFSENTAIM AND IRRIGATION NOTES PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE APPROVED BY- DAFE: ` ♦D1� � .D * TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. it. LANDSCAPE.AREAS SHALL RECEIVE 4'OF WOOD CHV MULCH UNDER ALL / THE CONTRACT03t RE 'ii�R+�G G1���REQ 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED TREES AND SHRUBS,AND BLEND MID EDGES AT GROLINDCOVER AREAS. DUNG CITY ENGINEER L - - � RCE No-�'�`�3 T)�+S W AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE 13.THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE PURSUANT TO CRY STANDARDS AND DETAILS HEREON. GRADING ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR OPFSATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL $ W. SY: WATER METER,INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE SUBMIT A SAMPLE FOR THE GAY'S APPROVAL PRIOR TO PURCHASE AND �(y+ CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION d W. FRANK jkmW jAi.I N JAZ II S AMID PROCEDURES PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER. 1iaiT. DED MLA.c1i is AY�t s FROM od I CAI 1110 i^ RADMACHER SAlIOWld p�(��rjg A1' ST1'L!')R10RT0 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, I 14.ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF AAEgjt' j WORKS" (909)270- M Oe�w ASSOCIATI::S, INC. g" FOLLOWED BY A PRESSURE REGULATOR(IF REQUIRED),FOLLOWED BY i THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE ANY�i►O1~tY. ALL iFMr7a.+Rs+R BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER.FOLLOWED PLANS. �� Or yn ()0bmLNC%MRff(W �Y� BY A MASHER VALVE. ALL EQUIPMENT SIZED PER PLAN.INSTALL ALL J � )(iE1dJHCaPS wtC1!11LtCIJI EQUIPMENT PER GTY STANDARDS AND SPECIFICATIONS,MANUFACTURERS 15.ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO t Dow) �� CHECKED 1"a (714) r reet, 4 PAX (7- Oft-SM CA ORIMIMC No ,j, CTTl� >ci+•+lt p RECOMAiNT PER NIS AND LOCAL CODES. ACTUAL LOCATION OF THE h4M1 T..a. sw.L sWl. Bos tIDW.+ CA BBBSO rim'jm EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. THAT THE TOP OF THE SPRINKLER HEAD IS li'ABOVE FINISHED GRADE. �1 F OF C Al�F� / 4 DATE 7/9/04 R.LJL No. oi _ _ _ ___ -r _ 1 9PRtwtr* imailT1ON SPfctnCATIONS r r UNIT 1 - GENERAL - • 1.01 DESCRIPTION A. Scope of Work: Provide ell labor. nwlerbM, hoom"itafton, and ssrvkas nseosse , to fumish and bteW Rt. C. The guarantee fet'm shall be see-typed onto 1st Confractor't Werhaad and shall eontoli the following S. Use 10' x 10-//4' round box for ON quick coupill I valves Mslleff wlMin en-sfrvehr» lendece arm. 3.04 TEMPORARY REPAIRS Wrlgation System as shown on the Drawings and dtscr!bed heroin. Information: Carson IndueMet No. 910-128 with green bolt-down cover or approved equal. The City rseervst the right te make lot pero 7 rOpeke at n"essery to keep IM sprinkler s>yrhm equipment In operaS. Standards: All work and ovaterteis shall comply with ing cedes, safety orders, standards, and GUARANTEE FOR PMOATiON SYSTEM N. Sprinkler Heade: under h t*rrnsoo The exercise of this right by the City shall not relieve the Contractor of tele retponelDllfM" regulations, and most the minimum requirements of 1st tandard Speclfboffons For Public Works Construction under Mt Perms of the guarantee /s h*rNn @ptcrfied. (Gros, Book) latest edition. We hereby guarantee that the Irrigation sysleft we he furnished and Installed is fro* from defeafs in nnafailell - 1. All sprinkler heads Mont be of fin earn* alta. type, and defter the some rate of prsetplleffem with the dlameler 3.05 EXISTING TREES and workmanship, and the work has been oomple+*d In accordance with the Drowings and Speelficattons, ordinary (or radius) of throw, pressure, and dletharg* as shown on the Drawings and/or specified In the" special 1.02 DUALITY ASSURANCE t REOUiRENENTS wear and tsar, unusual abuse, or neglect excepted. We agree to repair or replace any def*cis in material or provisions. Whore N is noce"ory to exeovah odjaeeM to existing trees, the Corhaelr shell use all possible can te avoid workmanship which may devNop during fin period of one year from doh of acceptance and also to repvir or Injury to trees and tree roots, Excavation In areas when two (2) Inch and larger roots occur shall be dorm by hand. A. Permits and Fees! The Contractor she" obtain and pay for any and all psrm}fs and off obit rvaMone as »g0rod. replace any damage resulling from the ropolring or replacing of such deftch at no additional coeft to the City. We 2. Spray hoods shall hove a screw adjustment. All roots two (2) Inches and larger in diameter, except dir" in the path of pipe or conduit, shall be tunneled Man make such repairs or replooements within a neoronoble time, as determined by the City, after receipt of under and shall be heavily wrapped with buriop to prevent teorrfng or exo*ttive drying, When a ditching machine 9. Manufacturers Directions: Manufacturers dlrectiorn and detailed drowfngv shall be foflowsd M all ace" when written notice. In the event of our failure to make such repairs or replocements within a reotanobl* time after S. Riser units shell be fabricated In accordance with the do%"* shown on the drawing*. is run close to treat having roots smaller then two (2) Inches In dlormoler, the wall of the trench odjoc*nt to the tree the manufoctunre of articles used In this Contract furnish dlrtctlont covering points not shown In the Drawings receipt of written noNoe from the Cly, we auihorit* the City to proceed to hove told repairs or replacements mode shall be hand trimmed, making clean cuts through. Roots one (1) Inch and larger In diameter shall be pointed with and Sptclflcot:ons. at our expents and we will pay the costs and charges therefore upon demand. 4. River nippl" for aft sprinkler Mod* shall be the some site as the Ater opening In the sprinkler body, two *cc! of Tree Seat, or equal. Trench** adjacent to tree should be closed within twenty-four (24) hours; and C. Ordinances and Reputefbns: AN beet, muntelpol and state lows, and rules and regulation* grove omtnor PROJECT; S. All sprinkler hoods of the earns type shall be the tme rer amanufoetu . whore this Is not po"fble, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. reloting to any portion of this work on hereby incorporated into and made a part of those Spertflectione, and Mak 3.06 FIELD QUALRY CONTROL provisions shall be carried out by the Contractor. Anything contained In these Sp effIcaltons shall not be LOCATION: 0. Sleevfng cont+rood to conflict with any of the above rule*, regulations, or requirements of the torn*, However, whom these A. Adjustment of the $ Specifications and Drawings call for or doveftt mate-cols. workmanship, or construction of a better quollty, SWED: 1. Sleevfnq under hard*e"o, or paved areas for malnilne, lateral time* or control wiring shoe be Schedule 40 yshm, higher Hondord, or larger sir* than Is raqulr*d by the obove rules and regulotions, the provltlons of them P.V.C. or approved equal. 1. The Contractor shall fiuelt and edfust off sprinkler heeds for inn ofmafnee end to Speclftcof ons and Drawings shall take prscedenco.. ADDRESSED: Optimum P@ri prevent owwap'ay P. Vandal Ratfrtant Com"Ittr Enctosurr. onto walks, roadways, and buildings as much as po"Wo. • D. Explanation of Drawings: PIfOtIE DATE OF ACCEPTANCE 2. N It is determined that edjuthneryte in the Irrigation equipment will provide proper and men adequate coverage, ts 1. Due M the Soolt of the Drawing*, N b net possible W fndloele est ofYsele, fss, Mc., wMeh may H - 1. Controller enaie*ure shall be of *fro and type shown on the Irrigation Drawings and Irrigation Detail shoot. the Contractor shall make such odlusfmtnte prior to planting. Adluetments may also Include changes In nozrle Ntfnpp ssv - . required. The Contractor shall oarefulty loveeMts gathe structural and finished oomlone affecting all of his work 2. A backboard shall be sw soured to the eomimfW enclore hou OIN to provide a bast for rmun"ng the outematte Nzes one degrees of are as reaulr+a and pion his work accordingly, furnished such flttin99, etc., a may be requlred to meet won condtiiont Drowings 2.01 MATERIALS sprinkler controller and terminal Chip. ars go"rally diogrommotic and IndFcotive of the work to be Inslolled. The work shall be InsfeR*d In such a 3. Lowering ratted sprinkler hoods by flee Contractor @hall be accomplished wtthi" fen (10) days after notification manner as to ovoid conflicts bshsern +he irrigation eyHen , planting and erchmerturoi fsotvrta A. general: Use only new niohAaft of brands and types noted am drawings, op*�Mled hent,., or approved equal*. 3. A 117 volt du box Mall be by the City. Alex provided hrffi an On/Off twtioh, end a 117 vain reaaptoels. Metol eonduti shop ►un from tin 117 roti wpPly to the controller houoing. An power wlthlm the housing shall be Property PhO"d• 4. All sprinkler hoods shall be set perpendicular to finished grades unlast Otherwise deaf"~ on etre Drawings, 2. All Werk oohed FK on tate prawM9e by notes or debit such be fumiehed and inseatisd whrti+sr or net �. PVC Irosovn Mdse Una Pipe and Ettinger --- - opeeffleaNy mentioned In the @pe^-Iftecdont. 4. A terminal shall M rl1 proper points appropriate ng S. Rolm Bird EFQ-CP-MRS valves wfl be sat r chip provided, algia l conftin site int* of oonnacMon of all o ro riots rIA per Mhonufoelv»n fieation so that soot+ l/tsrot 1. Pr"evn mein Nm piping for slip 2` and ia►'9ar shah las PVC Coes 315. (station valve*, matter who, common, central eonfrotj. pressure, p� operates ai dostgn 3. The Contractor shot not willfully Install 1st hrlgetior system as drown on the Dromrfngt wham N Is obvious In 2. Clog 315 pipe shall be mods from on NSP approved Type 1, Gordo 1, PVC eompound eenfornnIng to ASTM the fteld 'hot obrhvcrbnt, grade dif+erencat. K di*cne"neiot In area dlmentlone exist shot might not have been nein specification 01764. All pope must meet requirements as tet forth In Federal Sperlfieation PS-22-70, wRh 0. MbeeMene°ut Irrigation Equlpment conetdsred In emglne#,ing Such obstruetlons or dlff*rtnc*s should be brought to Me attention of the City of on ep"Pri°tt standard dimension (S.D.R.) (Sotv*nt-wets Pipe). B. Testing o1 lrYi9otlon System: Rancho Cucomongo. in the even# this notification Is not performed, the Contractor shall astvme full ree"nttbett 1. Refer to the Irrlgaflon Planet for air** and types of i timesilaneove irrlW" sautpmenf. 1. The Contractor shall requo*t the presence ,,f the City of Rancho Cueomen9eM rn1Mn for any rtvlsbn mtie"*ary. 3. Pressure main line piping for sites 1-i/2` and smaller shall be PVC Schedule 40 with solvent w~ joints. advance of feeing. 9 of Bpd 48 hours In 2. AN mtrestlmneevr Irrigation equipment shill be as speoFfltd or approved equal. 1.03 SU9Mr'rTALS 4. Schedule 40 pipe Mall be made from NSF approved Type 1, Grade 1 PVC compound conformingq to ASTM r 2. Test all reassure ilnes under re In ape--^Iftoe"n D1785. All pips must meet requirements as est forth in Federal SNt--mention PS-21-70. - rum A-=-.ECVT)ON P hydrosfo le pressure of 150 pounds per square inch and prow waferfigM. A. Material Not. Not: Testing of pressure main Once shah occur prior to Insloffai m of tine eNatrie control VON • S. PVC soNsrn+-wind flltlingt "I be Schedule 40. 11-1 NSF approved conforming to ASTM fest procedure 3.01 OBSERVATION OF SITE CONDITIONS 1. The CeMrocMr eheN fu I left fin ar"of ee, equipment, msteriafs, or p ee9sses op"Med by name in 1st OrewMge D2466. 3. A I piping under paved areae then be fe@tad under hydi a ! c pasture of 150 pounds per square inch and and Speelflectlons. No substilul on will be allowed without prior written approval by the City of Rancho A. All stland dlm*nsbns are approximate. The Contractor shah check and veiny all she dlmtnMens and roe*iw proven woterMght prior to paving. Cucomengo !. Solvent esm@rnt and primer for PVC salvsnt-weld pipe abd fftings shall las of type and Installation methods AL by the mvmufcc+urer. approval from the m City of Rancho Cu000ner Qo prior to proaeodirg with cork undo, this Scotian. tain 2. Complete material Not *boil be submitted prior to performing any work. Notarial Ref atoll Include 1st B. Exercise extreme oar* In excavating and working near exhaling utilities. The Contractor shall be too, malbM for a Se system mIs pr M Ones for not Ion than six (6) hour. M leaky develop, replace joints end repeat last urtAl manufooturer, mode! number, and deteriphon of all mattriato and equipment to be uted. Although manufacturer 7. All PVC pipe must bear to following moridngs: damage# to uNlNles which are caused by his operations or neglect. Chock sxitting utile{*# drawing* for existing entire ryHtm h proven wahAigM. and osteo- Informotlon may be different, the following Is a guide to proper submittal format: o. Monvfoefurers name utility botylions• S. All hydrosial a tests shall be mode onty In the preset of Mn s Geerto al Contractor and the Clty of Poncho gam-,hbL-Dmoc?Won--Yanufoctur2r Model No. b. Nominal pipe site C. Coordinate Instafation of sprinkler materfole Including Cueamon ° Nowriting. g p{ps shall be backfilled until N hat been observed, fes+sd, and a roved In spri q pipe, so Then shall be no IMrfenmae with uffMles or a. Schedule or Clan I other construction or difficulty in planting freer, shrubs, and ground oovers. 6. Furnish neco,"ary force pump and an other opt equipment. 1 Seek-flow Pro"mW Feboo S25-Y-BV d. Prot#ure rating In P.S.I. 2 Autom,"c Controller Colton" ETi s. NSF (National Sanitation Foundation) approval D. The Contractor shall sys careful grades to hl elf that M f 3 Mo Her Valve Superior 3100 RCV work an the frrigvtton system,t check all g � proceed before sterling rig 7. When the IrriQvtbfn system Is oompMhd, Perform a pretence of the, of Rancho Cucamonga and perform all work required to correct any Inadequacieto daft nntne H MN water aoveruge for planting areas b complete oma adequate. Furnish all nnahrialt f. Date of @xtrv#ion *orsraQt hal In the Inadequacies of coverage duo to dtvlatona from the Drowlmgt, or 4 Cie. h. Etc. B, All fittings shall bear the manufacturer's name er 1 ademork, material deftnotlon, size, applicable I.P.S. 3.02 PREPARATION where the system has boon willfult Intt°Ited at Indicated on the Drawin s when m is obviousty inodeauato, without bringing this to the attention of the City of Poncho Cuoomongo• This het shall be occompnthe,d before Irrigation suDmtttal must W sp9clflo and een+plefs. An ob+Mt must by listed end should Inefvde setvsMf, Primer, schedule and NSF sect of approval. 9 win, conn-fore, wive, bores, sic. No copfes of manufacturer's literature (ootatog outs) are required as whmMfal A. Physical layout. any ground cover Is planted. information. C. PVC Non-Presrure Lateral Line Piping: I. Prior to Inst.!! on. the Contractor shall etre stoke out an prsll supply fines, rouMnq and kieaRon of sprinkler a, Upon completion of each phase of work, the entire system MIN be test 3. Equipment ormalAalt Intic or fill without prior approval of oho City of Rancho Cucamonga may be 1. Nen-pressure burled laleraf fins piping stroll be PVC Schedule 40 with solvent-wind )a" Mai installed In hoods ed env' adjusted to mein site requinrrttnts. r*W,ttd and the Contractor may be required to remove such material* from the elle at his own experts-. planting ersot. ed ♦. Approval of any item, alternativealternativesr substitute Intdleehs only that the product or productsproduaapparently eel the 2. Non-prefevn la/er'at Nns piping Installed under pored areae ihoO M PVC Schedule 40 with 2. All hyout shall be approvby M» CRY of Roncho Cucamamga prior to Installation. 3.07 MAINTENANCE tpfv9nt welded - r*quir*ments of the Drawings and Specifications on the cotta of the Information or Samples suhmltted join%. B, water SupDy: I A. The entire IrrlgaMon sylteftf ilheN be under Punt oulomatia operation for a period of swan (7) dogs prier to onY • S. Manufaefurors at at shell not mile" the Contractor of his Nobility under the guarantee. Such woo en go 3. ►Rice shah be mode from NSF approved. Type 1, Grade N PVC oompeumd oonforming to ASTM resin I. The If ligation syelem shall be coo meet to water supply po"o) of *onneaMom as indiovfed on the Drawings. Planting• shall only supoornont the guarantee opechficallon D1784- All pipe mud mea+ roqulremo-ft set forth in Feder°# Specffiovtion PS-22-70 with on appropriate standard dimsntbn ratio. B. The City et Roncho Cucamonga rsterves Me Ag1l to wave or shorten Me op4oRon period. 2. Cenneations shall be made of flee approximate looaflon(s) shown on the Drawings. The Contractor Is B. RECORD DIUWtnK;S; ro 4. Except as noted 1n pograpM 1. 2, and 3 of this sseMon (2.01 B), all rsgvlramermft for no"-praseu» lateresponalble for minor ahang" caused by ootuot site condtttons.ral Nno 3.08 CLEAN-IJP 1. The Contraeter shall provide and keep up-le-dole a complete rseerd sin of bluMh» otaNd PAM% whfeh shell be pipe and fNMnge shall be the *ems as for toMM-wold pror"ure main line pipe and f"ngt as set forth In osellon C. Eleomcel Supply; Geon-up shun be made os each portion of work cot veto doily, showing every afienge from the original Drawings and SpocifioeMons and the eroaf Installed 2.018 of the Speolflceffere. pred down,as ooRefuse and axoese dirt shoo be r worked from 1st leaetlons, size*, and klnde of equipment. Prints for this purpose may be obtained from the City of Rancho 1, Eloch%at oonnectione for any and ode automatic parthalisrs shalt b* mode to ebefrieol petnl(s) of oonmecRom as see. all welts and Ilialing shalt he bloomed er washed down, and any damage tuHoined on Pito work of others *hon Cucarmongo at cost. This not of drawing* shall be kept on the site and shall be used only as a record eat. D. Erase Plps and Fittings: Indicated on the Drawings, be repvin,d to tete ortginvl condition, 2. The Contractor Moll make neat and legible notattoma on the local drawing pioQro" sheet* defy as the work 1. When Indtcoted on 1st Drewinge, use sed brats screwed pipe conforming to Federal SpeeMeation OWW-P-351. 2. Cotofwlloe,* shat be mode at fin3.08 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE Oppreximefa IeaaMO+h(t) *herrn on the Drowiregs. The Controe+or b proceeds, snowing the work as actually Installed. For example, should a picot of equipment be Instatfod In a reoponelhie for minor changes acute by actual alts eondiffons. A. The Contractor Moll *Wet* each sYHem In Ih ortff»ty for 1st City of None ho loeenon thatdoer not match tate plan, the Contractor mutt indieate that equlpmenf hoe boon relocvt*d in a graphle 2. F"fing" Mall be sed tarots conforming to Federal S"effloafion /WW-P-460. 3.03 INSTALLATION observation. An Meme d*emted not °cceptahle Chall tem re o flute of Anal monnef so as to match the inel symbols as Indicated In the Irrigation legend, The retooated equipment and Y by the City of Rancho Cucamonga shall be reworked b the dlmenelo"e will then be trentf�ed totheoriginal record drawing pion at the proper Mme. E. Copper Pip* and FlfNngr A. Trenching: complete satisfaction o/ the City of Rancho Cuoomorgo. 3. info» 1st daft of the final observation, the Contractor shaft 1.a.to er ON Info►nn~ from 1st 'record drawing' 1. Pipe•. Type K, herd tampered. 1. Dig bench" sfrolght and supper+ pips eentinvany, on ballet of Mach. to err even T c The Contractor Met show eridemee to flea City of Rancho Cal alto go that the any hasccu received al oxessoAes, Ms to a or or eir nliar m for mohAol, Arra #fM*T1 s shall be mode Mr fin for ebtafnln add excavation shall follow layout indiected on the Draws P� gra' Mods, record drawings, end equ#pmenf as required before final site obterveMon can occur. print* esPI/ fT1yA Y n0 augh oilT' 9mgr and as noted. sepia mylor or tirtntlor myler m~ol. All work shall be in waterproof India ink and oppnted to the mylar by a 2. Fititnge: wrought copper. solder )oMt type. 3.10 SITE OBSERVATION SCHEDULE technical pen mode exprettly for use on millor material. Such pen shall be similar to thoee manufactured by 2. Provide for a minimum of twenty-four (24) Inches cover for all irrigation Nn" Instetsd umdor paving or RopldograO. Kueffel A Ester, or Fobw Cattail. The dimensions shall be mode as to be easily reodot•le even on 3 Joints shall be eeldered with alSh-p�4OSd&N r-or,XliNne,Ip4eodmium, eofdus bf 1125 hordocorslnQ A ThContractor be for tho flno' oom+rotttr chart ("a Section C). The original mylor 'record drawing` pion shall be submitted to the City F, and Rqutdus dt FLI45 e shee rgponsnotHyf, the Cly of Raneha Cuomm m9a In advance for 1st foRewinq of Poncho Cucornon prior to the Com loffon of the controller chart. 3. Provide ffora mint turn of ebeervotion meetings, according to the time indicated: g° for approval P p F. Ovhvotvse: large-. M diameter. �� four24( ) Inches cover for of pressure supply tines of three (3) Inches K 1. Pre-Job Confsrwraa - 7 days - 4. The Contractor shelf dimension from two (2) poi itonont points of nferat a*. ouch as buW, comers, "walk . edges, road Intersr_flons, etc., the location of the following items: i• "N vafroo (i%, end srnefel 4. Provide for a minimum of 01911941 (is) inohet cover for all pressure euppy On** of two and one half (2)1*) 2. Pressure suppfy One instellaton - 24 hours Brecher K *maty a. CortnsaMen to waist tines. - a. bit VON eheN be a 125 b SWP bronze valve with threaded ands arid Mot be equipped with a atoInlan e/eN 3. Lateral IiM and spAnkb► Insbtiatien - 24 hewn b. Cameafan b ax ele^Meal power. Doti valve* shall be NN>°e T- 585-70-66 K S. Provide for o Ink it ef /waive (1 2) Inches for ON node-pwswve Ones. 4. Automatic confronter Installation - 24 hours o. Gott voNsa. epprewd spool. d. Routing of sprinkler presntre Nnes (d#memshn Brox. 100• a" routing). e. All Balt volves shell be InHonod per dstoll. S. Provide for a minfmum *over of dghteon (1S) Inahet for ON control wiring. e. Sprinkle' control! vatv". S. Control wire Insfafafon - 24 hours I. Routing of control wiring and locations of all spites boxes. 2. Reeftsnt Wedge get Vain (2' and larger) 7. Refer to City Standard 120 'Trench Repair when wIthtm Cly sheels suteeptibia to Mine bods, g. Oulck o*upting vahet r S. Pressure supply Nr» and lateral One lasting - 48 hours h. Stub--outs for future eonneeMona. a. Resilient Wedge Oat valves shop be epoxy cooled and equipped wRh a 2' operating nut. B. seekfmrw. I. Other related egvipme li as directed by 1st City of Rancho Cucerr"MR. b. Resilient Wedge Qah votvee shall be No. 403 RT-RW as supplied by Watts or approved equal. 7. Coverage tell - 4a hour S. On or before the dot* of the final field observation, the Contractor shell d~ 1st conte and coal ploed o. All Rettllent Wedge Got* wives shall be inoanri per defall. 1. The trencher Broil unfit all perform not be bacirMod l fequl, ?east ars ed, Trenches eheN be og»tvNy beel!/Mted wIth tate excavated mdterfal* approved for beckfilting, consfofing of earth, loom, sandy stay, Band, or other S. Final observation - 7 dogs l aepios to the City of Rancho Cueomongo. Delivery of the sesta* velli seat rep*ve 1st Contractor of the 0. Qulek Ce Vohs*: approved mare sols, tree from large oloda of earth or starers 9oekfili shall be mtchonMoity compacted In reepen*+bnth of furnishing rov,nred InrormaMon that may las omet*d from the Prints utvirt4 load"opsd area# to a dry donetty equal to adjacent undiaturbod soil In planting arras. SockfIll wnl conform to 9. Whom obeervaflont how been am dueled ether titan tate of Rancho Cuc -� C. Conlrofer Chart"' i. Qutek coup" votves sheN hove a braes, two-piece body desigmed for working pro ou of 150 P.S.I. adjacent grades without dips, sunken areas, humps or other surface Irregularities. CRY enrortgo, dtew evideMee In writing of when and by whom the** otrtrvatlons were made. 1. At-butt shell he 1st of Rancho Cueomango before am,!allot Charts we 2. Quick ompfrg vdw *he N be eperobh with a quick coupler key. Key she and type shop be as shawl on 1st 2. A floe gvanttlor material beck4MI will be Intl re" brpar %) C. No sine observations WM oommeneo w thotif 'As-Bunn' roeord droeings. The contractor she" not Doli for a drarrtrn� ePPm++'� by Clli txrPa^ed• Droving* k+ch in afro will be permitted In the Initial backfill.Plaesd °n oN tines. No fore" natio► Man one-heti 2. Provide ems oenfro"er chert for each cc,1, sequence. preparing the syt+err for sold visit. vl@ti without At-Bulk record drawing*, without completing previously noted corrections, or without N. Backflow Prevention Under. 3. Flooding of Mnaher will be permitted only, with approval of 1st City of Pie to! Cu 3. The shelf shorn strew tin area ool holMd by the, eutomafe ON it end !trot he the inoxtnnum est whlah nth@ oonfrol1w door will allow. i. Backflow prevoi Moo unf shall be of stn and type indicated on 1st Wg~ drawIngs. Imhof bookfiow 4. H sdMsmemt occurs and subsequent adjustments M e. valve@: - prevention unMt {n oeoordartet with the Drawings. eonthvetion on neco#ra the Contractor shall make all spAnkier thao6t, law", plentimq, or °Mer N CIFICATIONS ry, required adjustrnento without coal to the City. M 1 KINERAI 4. The chart N b be a reduced drvwing ef 1st aolvd insfaoad eyNent. however, In tin everts 1st eertfronK sequence Is not log" who, tin drawing Is reduced, N Mali be enlorped to a size that will be reodohle when 2. Wye stalmare at backflow prevention untie etch have a bronzed served boy wRh 60 mash Memel screen and C. Trenching and Bookf if Under Povlmr 1.01 Dete•ription reduced. shall be similar to Solley #1009 or approved equal. 1. Trench" beard under areas when Pei! , etp"We concrete. or goner.! will be klefall , shat be bee~ For coner•st* Information refer to the Standard SpecMoafbrn for Pubic coWte onslvetion (Oren Boek; 5. The chart Made be a block Nns or blusfne or oMd rint and a dfffei*n! cob► eheN be used to khdleate Its@ ares of 3. AN pr@ssure main One piping between the point of connection and fit backflow provenfer shelf be Inoafeld as with sand o layer four 4 Inches below the Po City of Rancho Cucamonga). Refer to SeMlons 4, 201, 303, and 400, as wall as a ny o1ho,p ( ( ) pipe and six (6) Inches oleo" the pipe) and compacted in layers to 9S Edition r the coverage for each station. required by local aode. The Contractor shall verify with the local governing body as to matertol typo and N com"otion, using manual or mechanical tamping devices, Trenches for piping shall be oompecled to *quo, the related to the Installation, per and post InHollaffon of concrete work, materials, labor, and clean-up. The Standard d Installation pr000duret prior to Hort of oonetruction. Submti shop drawing for approval, oompoetion of the exttting adjorent undirturbed Boll and shall be left In a firm unyielding condition. All "nch" Speelf{eeNons for Puhflc Works Construction Is available from: S. Whin computed and approved, Me ohort shall be hermetically seated betwaem *0 pieces of plastic, tech plats shall be left flush with the adjoining grad*. The ComtroMor shall est M picot, cap and pret+ure test an piping under being o mint-+m 20 milt 1. Check V/Net: Wrig prier to the paring work. 10 bvtldfn4g 06errs 3055 Overland Ave" • 7. Tse" charts shall he to 1st final fold observatlon of the 1. Swing cheek votes 2' est wite"o MaN be 200 pound W.O.G. Want aoMshrootbry with repbeoebh 2. Generalty, plphng under exbttng walks le dent by Joglrtng, baring, or hydroufc driving, but where o aulti or 90034 oe"+pfeted end approved prier m ^ oompc+afton, nomprans, or rubber disc and shell rnee+ or exos@d Federal Spoolmatlon WW-V--SID. Cie» A. Type breaking of oidwwolke and/or concrete b mece**ery, a shall be done and replaced by the Contractor as a port of the (�0)2 2-777A D. Opwafton end Malrthnonee Monvels: rv- Contract 000. Permler•to, to out or break sidewalks and/or •ori"# shall be obtained from the City of Rancho Cueantorvge. No hydroune driving will be porno*d under °onerrh paving. 1,02 Scope 1. P,opo and delver b Mho Cly of Remote Cvicemenga wnlhIn ten eehrtdar do" prior is eernptetien of 2. Anti-droll valves shall be of heavy duty virgIn PVC oenthvotbn with B.I.P. ttx^aod Inlet and euttof. k*hrnal , oo"etrucnon, two hard-eovsr, three ring btndsrs containing the following Information: parts shall be stainless *tee! and neoprene. inti-draln valve shell be ftefd adjuHoble o0rW drowovt from 5 fo 40 3. Refer to City Standard 120 'Trench Repair' when within Cit *!loots susr9M" to traffic foods, Furnish and Instal ON cc lei.! work complete as Indloand an the ~mgt o• N epecifted, Including, but sept feet of hood. Anti-drain rot" shall be similar to the Valoon 'ADV Of approved squol' limited to the following "g' a. Index sheaf whichttat9s Contractor's nano, address, and hleT+t+one number. and which Ndr each instated D. Acermbllp: fpmont and mate-fal Nem Including name* and oadroe*se of mamufoetur" tocol repro-tuMv". J. Control Wiring: • � 9 ^K' A. Furnish and tet off reinforcing stets, bets, and miehore. b. Cotelog and parts Meets on every mot*riol and equipment Mem lihttoll*d under this Conlra^t. I. Rov19n9 of Wink1K Irrigation Rhos at 1ndleele on Me Drawings Is "rammefk. hnstaf lines (omd various 0. Guarantor Ha-!anent. i. Except as hold olfw w , son ioe '! ll boesMin eu rthe eomkafen and M0 deefr/e *allot votes shall asrembntt) et in such o Mannar as to conform wthe defallt In the Drawings. B. Imtvn all Items required by other trades which an to bo too Into conersis, d. CornWele optrofing and mehHonono* instrueftris on all major equipment. be made with dlroct burfai copper wire AWG-U.F. 600 volt. Control wiring besotted In control win conduit within structure shall be made with AWG-TW solid popper wire. Pilot wins shall be a different color wire for 2. Mole I NO mtrMtpfe casernrbltes In plane Ones. Provide each assombiy with tis own suite!• C. Camelot pe, nga mow strips, fooffor walls, lncing, posts, benches, oft., when opDNeable. 2. In addition to the above mentioned mahrfononee manuob, provide the City's mehMnv ertae* Potent vflh - each automatic controller. Common wire# Mall be white with a different °Dior stripe for tech automatic Inttrueions for molar equipment and show svldenoe in writing to the City of Poncho Cucomongo at tin oonelutlen Controller. Instal! In accordance with valve monufacturer's spoctfications and wire chart. In no case Moll win eft@ 3. Into ell assomhfe# epeeMbd herein In accordance with reepeeMve detot. In absence of detail drawings or 1.03 Protection of the profs-•f that flits wvlco hos boon rendered. be Nes than #14. Spoelfleotons pertaining to tpectffo *ems required to oomple+e work, perform such work in accordance with bed _ - stondnrd practice with prior approval of Clfy of Rancho Cuoemon in. NI finished carrels! work Mall be barricaded to pedssfrton froffTe for three (3) days. Barricade deaf be placed E. Equipment to be iurmfshed: Wiring tins@ whr~ occupy the some french and shall be Inslell d of" the same routs as plweure supply or late. Imo~sfy after concrete finishing. Contractor shall furnish, plata and remove all of his own borriced", Pesci 4. PVC pipe and /flings Moo be tthoroughly cleaned of dirt, dust, and moisure before Installation. Insulation and Contractor Moll be re*pom#tblt for any damoge to now conHrueflon and repioosmerM or repair of the work shod be r 1. Supply as a port of MIN corrtroat 1st fofowing We. sahtmt wok"ma methods than bs as recommended by fin pipe end f"mg manufacturer. mode without added cost to the CRY. S. Where more thou one (1) wine le pieced In a trench, 1st wiring theft he hoped together of Intervals of ffffaen (i5) a. Two (2) ash of spee#et toot reauli for removing, dieatte"+bfng end edJaolng oeah type of spr%lk!er end tesf- S. On PVC to mod Ow"W410111, Me Contractor shill work 1st r,.00l oonnectlons first. Teflon tape or approved 1.04 Geon-up valve w ti*d an this projoef. equal. Milt be used en all threaded PVC to PVC• and on all threaded PVC to metol jefnh. Light wrench pressure b. Two 2 !our-foot valve keys for operation of gets wfr" 4, An expaMste" curi chef be provided within three (3) feet of each wire connection. Expension ourt than be of to all that le required. When threaded PVC comnsoftant are required, use threaded PVC adoptee Into whioh 1st Ups" eompiHtom of all coo el of wet* and before itmai I Two 2 k s for each outome"t controlle sufffelomt length at *ooh spfoo connection at each electric control valve, so that in ooze of rpalr, the valve bonmot fps m be satvtrf weNW. minae, aOf r slsont re+"a"n all tee%, *.to_ mo be brought to the surface without disconmer_M the control wires. Control wire* shall be laid in Line Geeron°e materials, apparatus, debris, Hc. from the site and the see shall be left In a clean, neer condition occorooble to the d, One 1 quick ooupler key and matching hose swivel for .very 1110 (S) K f►aeMofh lthersof of @sell lype of quick Y ug r►g t Y city. *o.•pnng valve InHatled fnnth without "fr9>rs or str•*fch#ng win conductors 1. AN Nnet shall have a mtnlmum pleat a too of six (6) inch" from each other and twelve (I 2) inch" frau One* Of 2. The above n,entbned equlpmert! @heti be hill over to the CRI at the eonehrsb" of the prejee!- Bafon "not 5. All sphlees shot) be mode with Scotch-Lok /3576 Connector Searing Poo", Rafmbird Snap-TIN wire other trades, with the exe* ton of the control wire Nerves) which shall be installed adjacent to pretaure supply abetrvelien eon occur, evla"c* that the City has received mcfertol must be shown to the Cit of Roncho oo"nt l rt,, or approved equal. Make only on* split* with each connector sexing pack. One, Parallel Ones shall no' be instoned dlractfy over one another. Cucomongo. S. Field sptloes batv►ssn the automatic Oonfrantsr and oieefrio control wtvee will net M allowed wMhev! prior F. Automatic ControllerAseembt: 1.04 PRODUrT DELIVERY, STORAGE AND NA1401.11140 approval of the City of Nanette Cucamonga. . ftandRN of PVC pips and fnfngr The Contractor b odrull-ed to exerohs *ere in Itendfn0, 10dwo0. K. Automatic Controller. ke ue oa per honemanufacturer's Instructions. Remote can" valves *hof b. eennserd to call! 0% In numMeoi A. sequence as Mown on the Drawings. urloodtng, and eforing PVC pipe and fillings, All PVC pipe shall be troneporiod In o vehicle whlah allows Me length of pipe _) No flat @o as not to subject It to under banding or a concentrated external load at any point. Any 1, Automatic oonfrollar(s) shall be of she and type shown on this Drawings. G. h19h Voltage Wiring for Automatic Confronter I section of pfpt that hoe boon dented or damoged will be discarded, and If Installed, shall be replaced with new piping_ 2. Final location of aufomoMe eentroittr{s) shall be approved by the Cit of Rettcfne CuaeM+otnQa. - 1. 120 vol power oomneetian to the automatic Oafllr'Ofer Mont be °'°"'d'd by the C°"''Oct°r DESCRIPTION OF REVlSlON7 `"Y i.05 SUBSTTTVTIONS 3. Unless otherwise noted on the Drawings, the 120 vol electrical power to each ovMmoffo oorrhaMer location h M PATE ePVIxOJEp be furnished by others. The final electrical hook-up shall be tin responttbllMy of the Contractor. 2. All electrical wet* shall conform to bed codes• ordinarhaos, end union ouMoAf ee hevirvq ]iurlw letion. A. N tate Cemfroeter triches to wbefMvte any equlpMtent er fi►afertah for Mie equipm@M K fnaf9rioh fie19d on 1st Drawing* and Spamga ^_ifieaHons, be may do >e by providing the following Infof•ma+ion to th. City of Roncho L. EieoMe Control Vat..: h. Renate Control Votes: CITY OF R CUCAMONGA cucoonfor apprc:•al: 1. AN electric control vats" shall be the same IIT* and type slow, an /he Draw r1t. 1. Instill where shown On thero D w}ngt. When Qroew vT+ed tOQelher, spof IeOst twelve (I 2) Inches beMe4h i. Provide a statement IndieafIng 1st »oven for making the substitution. Uta a wanara! shed of pope for acct 2. rip e1/c1AC aontro! valves stroll hew a marnvvl flow adjustment. edtact d valve boxes. Inetait each remote control waive in a seperato valve box. Mem to b. wbmlttrd, I. Fluthtnp of System: TIL. ON AVE* & A�CHIAL� AVE. 2. Provide detMMfvt eototoQ Nteralvre, Performance charts and lbw Ch1/As for eostl Rem to besubettuhd. 3. Provide and Ins" ens control valve box for each electric contra} valve. 1. After all now sprinkler pope Rnoe and Asan are M it place and oonneefed, all nec+eso y diversion wait hos been p 3. Provide the amount of coat ravings R the wbsttvle t tem b approved. M. Control Valve Bax": oomnpls,". and prior to InHottaflon of eprinktw hoods, Me control velvet shall be opened and full hood of water TS CICA i� E used to flush out the oy's+*n+. i ' 0. The City of Rancho Cue-omongo shall have the soh r@spamslbil in oce*0 mg K refeetli g any, subrmtitel 119rrm 1. Use 10' x 10-3/4' round box ler all got vatw: Conon Industries X510-128 wtfh grssr+ boll-down govw or as an approved equal to the equipment and materials listed on the Drawings and Spwflootbns, approved equal. Extomolon elseve Moil be PVC with minimum Hze of six (6) inches. 2. ods h Sprinkler oshall Installed an be ley efhr flushing of the system hos boon a000mollthod to the eampleh .aMtfoction of the aey, of Rancho Ctmamamgo. __TRA.CT 16430 ,RANCHO CUCAMONGA 1.06 GUARANTEE 2. U" 9-1/2' x 16" x 11' rtetenhQaler box for all elec•Me control wives. Corson Indushiee / 1419-128 with gresrt - - - -- - - boll-down cover or appraved equal. J. Sprinkler Needy SPECIFICATIONS C - -- A. The n# and p for M. k,ipnforl .yHt Meet b. made In eaeerdabice wfM ,M site~oCity term. ,af QMtaet _.: IRRIGATION S P L.,C 1 F 1 CAT 14 N S Condtitons and Supplementary Condttione of M*se Speefnaations shall be filled with the City prior to acoet+tanoo 3. Use 6" dlamstK x 8-3/4' does round ploeMe vain box for all quick coupling wins. Conoco InduaM" # SDB-12 1. Install its sprinkler hoods at detfgrhvl9d on 1st Drawings. Sprinkler heode b be Inslafsd in nth work stivnt M _ - of Me irrivilon system! with grvem flex-lock Bever er approved equal. equivalent In all respects to those **-,Ized. 1-- -.-____ �__._-._._>_____ _ 9. A copy of the Guarantee form shall be Included In the ams and malrManenoo manual. 4. Use 9-1/2' x iS' x 11' rectangular box for all electric control votves Instatod within on-grodo landscaped areae, 2. st of heats shall segs exaeod the maximum Indieald on the Drawings. In no acs* shat 1st space Fs eAe#2.6 APPROVED BY: ,/ Mexceed CITY ENGINEER (4 �Kp� RCE E No. -_._ 4953 Conon Indti@hies / 1419-129 with green bode-down cover or approved equal. the maximum recommended by the momvlaelurer. �kD$Cgp Q F DESIGNED 8Y: Rf COvt•rN)Etl . Fron W, 4y r_R FRANK - 1 ocher :, RADMACHER � / 1 1 10 r^ -e�� , `-' oaAi Br: L44 ASSOCIATES, INC. SHEr �► r * L-6 OF 9 ;,'� I.sndecape Architects •!T ✓err, CHECKED BY: PHONE (714) 992-177'4 FAX (714) SN-6721 DRAWNC Ido, OF �kl6�Et G 14841 Vol Streit, Sun. t04 • Tmran. CA 9ftft ��,-� . r Fl ' DATE 7/9/04 R.L.A. NO 1110 11 PROJfC? SrfEFt Mp. - f� /! -j PLANTING SPECIFICATIONS PART 1 - GENERAL_ 1.01 Scope of Work: 3.02 Topsoil: PART 6 - WEED A ATEMENT Contractor shall provide all materials, labor and equipment incidental to and necessary for completing all work, as A. Existing on-sits soils listed as 'acceptable' under 'Site Grading' specification. 6.01 Scope of Work: indicated on the drawings, as reasonably Implied, or as delineated in the Specif)cat(ons as follows. B. Topsoil imported to sits for use as fill, backfill in planters and mounding, shall be sandy textured. Slit plus clay Provide all material, equipment, and labor necessary to perform all 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 dellneated 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 mllllmohos per centimeter at 25 C. In order to ensure conformance, samples of the imported soil shall be 6.02 Ouality 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 anolysis 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 Amendments: B. All materials and methods must conform to Federal, Stats, and Local Regulations. A. Ail Contractors performing Site Development work, must be licensed in accordance with the laws of the State of California. All soil amendments shall be as specifted in the Agronomic Sultabtltty/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: Archttect/City a list of the weed control materials and quantities per acre intended for use in controlling the weed types prevalent and expected on the site, as supplied by the Pest 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 shoes be complete and Inspected' for recommended approval and, fine grading furnish the Landscape Contractor and Landscape Architect 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 rotot(Iiing 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 established, prepare all lawn and planting areas by filling or cross ripping to a depth 6.04 Responsibility and Coordination: starting and completion dates. Contractor shall also supply the Land-scope 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 the treated areas and to notify the public. 1.04 Responsibilities and Coordination: Apply , spread, and rototll in all sell amendments as recommended to a depth of 6". Water area thoroughly after rototilling Is complete. Incorporate evenly into the top 4" to 6" the following for each 1,000 square feet of B. No material or methods shall offset the landscape planffng or hydroseed germination. No material or method A. Permits: The Contractor shall obtain and pay for all permits and inspections required by governing authortles 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 nffrolized Redwood or Fir shoving or equal. 6.05 Non-Selective Herbicides: B. Existing Condttlons: The Contractor shall verify all conditions and dimenslons shown on the plans at the site 200 lbs. of Gro-Power or approved equal. prior to commencement of any work under this contract. The Contractor 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 take place. Therefore, the Contractor shall obtain his own soils analysis 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 25,000 square feet of planted area. These sell tests shall be conducted by an approved Agronomic sells 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 projact Landscape Architect and City. Copies of the soll test to be provided during the coordinated with.the City and other contractors on the job site. Pre-construction job conference. Selective pro-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor) D. Survey, Reference Points, and Elevations: The Contractor is responsible for establishlng all surveys, reference 3.05 Finish Grading: 6.07 Wood Eradication: points and elevations required by him, and :hewn on plans for proper execution of site construction. After rototilling operations aro complete, grade areas to establish flntsh grades for planting. All flow lines shall be If in the opinion of the Pest Control Advisor, perennial grosses and woods oxisting in the planting areas will E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required by him for the maintained and proper tolerances shall be met after settlement at 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 Irrigotion system remove and clear all weeds and deleterious materials from planting areas. 1.05 Defective and Unauthorized Work: 3.06 Coordination: Allow herbicide to kill all weeds. Rake or hoe 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 toil 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. PART 4 - TREES AND SHR BS PART 7 - LANDSCAPE MAINTENANCE 1.06 Inspections: 7.01 Scope of Work: 4.01 Scope of Work: The Contractor shall arrange for inspections by notifying the Landscape Architect, City and governing authorities, Provide all materials, labor and equipment necessary for, or Incidental to, performing 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 labor necessary to Install all trees and shrubs as shown on plans, as requirements as reasonably implied or as delineated in the specifications 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.&rwmglQtvre Plant names indicated on the drawings conform the "Standard Plant Names" established by the Keep planted areas free of weeds and debris. Irrigations (main line pressure, coverage do syatern operations fest). American Joint Committee on Horticulture. Except for names covered therein, the established custom of the Prune trees and shrubs. Soil Preparation and Finish Grading. nursery is followed. Fertilized all plants and planted areas. Plant Material (delivery d: placement). Irrigation. Substantial Completion Inspection (at completion of landscape Improvements) - 7 Days. B.Condrt- Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from Insecticide spraying. Final Inspection (after maintenance period) - 7 days. plant disease, Insect pests, or their eggs, and shall have healthy, normal root systems, well-fllling their container, buy not to the point of being root bound. Plants shall not be pruned at onytime, and in no case shall trees be 7.02 Fertilizers: The contractor shall arronge 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 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Release 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 Landscape Architect or A. Plant Materials: All trees, shrubs, ground cover, beddtng plants and lawn shall be guaranteed from date of final City. B. Ammonium Sulfate: Granular form containing not less than 21X 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 pldnt material doi'Vered 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 & larger 1 year the intent of the planting plan will not accepted and will be replaced of Contractor's expense. Trees 15 gal. & *moiler 1 year 7.03 General: Shrubs All sizes 120 days E.Ssss of PlantsShall be as stated on the Plan. Container stock (1-gallon, 5-gallon, and 15-gallon) shall have Ground Cover 120 days been grown In containers for at least one (1) year. but not over two (2) years. Maintenonce shall start immediately after landscape Irrigation and planting. Lawn Plant 120 days F.2ubstitMflQnt Substitutions for indicated plant material will be ermined provided the substitute materials are Maintain all plants and planted areas on a continuous basis as they aro installed during theprogress of the work, Lawn sod) 120 days P P P P P w g Lawn seed) 120 days from first mowing approved in advance by the City, and are made of no additional cost to the City. Except for authorized variations, and continue to maintain them until final acceptance of total project. Reploce any dead or dying plants as directed all substitute plant materials shall conform to the requirements of these specifications. by the Landscape Architect and City representative. Guarantees begin after the project acceptance by City and at the end of the 180-day malntendnes period. Landscape Contractor shall replace and plant all materials which have died within the time span stated above, at no G.Plants Not Ap2myetPlants 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 5 days from receiving written notice from the Landscape Architect or City. If dead material is not plants. . The City reserves the right to reject 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 may replace dead material with new material and charge the from maintenance and equipment and/or maintenance personnel, shall be restored to ft original condition at no Landscape Contractor for all expenses incurred. H. Stake all trees, as per details immediately after 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, I. Plant trees that are to be located in lawn or ground cover areas after finish grodes are first ottabllshed and allow for a period of one year from date of final acceptance of project. at least 7 calendar days prior to installation of said lawns or ground cover to provide for thorough wotering of B. Weed Control: Keep all planted areas free of woods 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. The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program. Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and materials 4.03 Soil Amendments: C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as m releases for all work performed under Site Development. 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 cher control. Remove all waste materials (including excavated material classified as unacceptable soft 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 detoil 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 directed or as may become necessary until the end of the maintenance program. remove all remaining debris and surplus materials upon completion of work, leaving the premises neat and clean. PART 5 - GROUND COVER AND BEDDING PLANTS The site :hail be cleaned upon the request of the inspector. Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as neces�ory to achieve and 5.01 Scope of Work: overall even appearance. Exterminate gophers and moles; repair damage. ART 2 - EXECUTION Provide all materials and equipment and perform all work necessary for and ineldentaf to installing all ground PART 8 - ACCEPTANCE OF PROJECT 2.01 Protection: cover and bedding plants, as shown on plans, as reasonably Implied, or delineated In the specifications. Keep all plant material delivered to site in a heatthy eondltion for plonMng. Plants shall not be allowed to dry out. 8.01 General: Bare root stock shall be separated and heeled-in, In most earth or other suitable material until planting. Balled and 5.02 Bedding Plants: buriapped plants shall have root boll 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 landscaped treat is planting. Perennials and Annuals: Provide healthy eontoiher 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. *boll commence upon written approval for all photos of plant•ng installation by the City Public Works Inspector. 2.02 Installation: 5.03 Ground Cover: Maintenance period shall be adequate to verify plant characteristics and establishment. • Detailed layout of plants within the planting areas the be performed by Contractor and approved by the A. Two inspections shall be made that affect the establishment period: The first after all plantings have been Landscape Architect and City prior to planting. Ground Cover. Provide ground cover of the species shown on plans. Ground cover shall be established and well completely installed In order to approve the beginning of the establishment period, and the secoad of the end of the rooted In flats or similar containers. establishment period. If plantings are not acceptable at the end 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 5.04 Mulch: maintenance, then continue establishment until all work meets with the Specifications and can be approved. mixture: B. At termination of establishment period all plant material shalt he live, healthy, undamaged, and free of Native, On-Stte 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 Plus, 5-3-1 15 lbs/cy work will be mode. All areas shall be neatly raked and free of woods. iron Sulfate - 2 lbs/ey 5.05 Coordination: (To be used for"bidding purposes only, verify with Agronomic Soils Test.) A. Do not have plants delivered to the job site until site eondttions 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 elements. After backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow thorough n DESCRIPTION OF REVISION a water-in and o0abltshment. B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to bedding plants and DATE �PP"M ground cover plonting. Prior to installation of turf and ground cover, remove water basins from around tees and shrubs. Berms in turf CITY OF RCUCAMONGA areas to be removed prior to City acceptance. 5.06 Installation: P RT 3 - SOIL PREPARATION AND FINISH OR DING Plant ground cover and bedding plants in moist sell and space as Indicated on plans. ON �T ter.• �r ]�3.01 Scope of Work: Each plant shall be planted with Its proportionate amount of soil so as to minimize root disturbance. Soil moisture V LL.�' & ARCHIBALD AVE. shall be such that soil does not crumble when removing plants from container. ST]�t,y-+��S��l �l A. Provide aft materials and equipment, and perform all work necessary for and incidental to the soil preparation 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 grads is established. Watering shall begin TRACT 16430 RANCI�O CUCAMONGA immediately after mulching. (Grading shall accommodate the mulch) B. Fumishtng, placement and grading, of topsoil for backfilling of planters if required.. 5.07 Protection: PLANTING SPECIFICATIONS C. Cleaning and finish grading of planters areas and planting areas. #2 6 6 - Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. APPROVED BY: � DATE: .��a CITY ENONEER GGI RCE No. 24953 0 f,NOSCgpE ntSMINen ey. RE((av�vEUDED: _ rank W. FRANK d ocher %, 1110 *^ RADMACHER D+Aw+, BY. ASSOCIATES, INC. SHEET * JJ V. Iandscnpe Architect@ L__9(� Q OF �+ CHECKED 9y. Poo" (714) OW-1774 PAX (714) 8W-5MDRAWING No, OF CAI�E� C p 14841 Yorbe street, tutte 204 • 'Rhin ew steep ` R ' DATE- 7/9!04 R.L.A.NO. 1110 19 75-L PROUECT SH££T tip. \ 17 nc 17 i