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HomeMy WebLinkAbout1428-L DEVELOPER/OWNER EC�I . URAL LANDS. C. APE ARCHI I AN CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CALIFORNIA 91730 LANDSCAPE MAINTENANCE DISTRICT ,NO. I VICINITY MAP GENERAL NOTES SHEET INDEX TITLE SHEET T-I MEDIAN CONSTRUCTION PLAN C-2 LANDSCAPE CONSTRUCTION PLAN L-3 IRRIGATION PLAN L-4 \ < 1. An Eivowftnont Prrrrrt shag be ob~ from4w City Ertghow prior to comIftnektp MY work. PLANTING PLAN L-5 t N Q 2. M work shah be performed according to current City stomdw& ane the Standard Speclfkatbns for Public Works CionstroctiOn. IRRIGATION DETAILS L-6 \ I ATE 3. At the boncluslon ofh roup grading, an pronomk: sof: report shah be humishd to the City Inspector and all such recommendations PLAN'j"lnj46, DETAIL-S As ro from such a report shall suporcade soft amendment recxxnmen&tions shown on the plans. L" Z � F Q 4. Upon cornr+Ntbn of InsW!Ntlbn, a m Voemence period of swu ( (.O� days Is roWked prior t0 final aoQsptar>ca of the LA FONtA'5 work by the City. Maintenance shalt k►dude mowft. wording, "etion, prun*V. inn gr z z �.Q. �• �. raft the root balb which settle below ace. tC r Owl"kg and appying such sprays as are r spy loll proper care and upkeep. Maintenance also includes of repairs. roplanement. 4 daeronQ and acfkq neep-towy to keep the kriqrtbn system in pool working order with proper Coverage. C&ffwncr.- rwto for U In n rr i ..shall io r aced in w fi x the Clty In cloir. s s LI�IL f D S. Om controfer chart shall be proYk ad br each controller. Controller chart shall be the maximum size the controller door will allow and ahaf show the area covered by the auksmatic controller. The chart Is to be a redkaced drawfng of the actual as-built systern. l lowee ell. In here event the Conte si¢►enoo Is not leg"o, wham the drawing is reduced. It shag be enlarged to a size that will be rr a when reduced. The Chart sW be a blockkw print and a different Color shall be used to show 1M area of coverage of each sallon. When oDm&tpd and approved by the Public Worcs Inspector. the chart shall be hermeticaly seeled between two pieces of piasti� each piece behg a mir*num of 20 mills. #**. The chart shall be mounted using VoIcro or approved equal ape of tape. These 1 charts must be Ccm(Ope"d and in placeprior to Mal acceptance of work by the City. GJ i. r wide x tP deep core" mowst, shah be provk* between all shrubdgroundcover areas and turf areas. Mowstrips shall also be ptovtdecf benes►h metal lencMg and where City malr"ined areas are soomm to privately matntaahed areas. 7. SUP"* Wfout Is ooncwpt W only. A roval of the final sklewetk layout shall be made In ft fold and adjusted as necessary to meet MAINTENANCE RESPONSIBILITY MAP field omx*1I,,w as approved by the Public Works I nspo^tor and Prooct Planner prior to Mat Construction. CONSULTANTS •. AppW*Oon of any chemicals shall be by State licensed personnel. 9. Any arras wlthin Ave (S) feet of waft, walks, curbs or other potenttaly root-damaged hardscape shelf be Installed with rootcontrol barriers. Prior to batic"lling tree(s) planting, contractor shall have the City inspect root barrier instaffatlon. 10. No trees shall be planted within three (3) feet of curbs. 11. AN trees aro to be located: ten Net from any street ". power pole, or relm*wced concrete box; Ave het from any drive approach, fie hydrant, underground structure (e.g. catch bss?ns, voutts) and sewer lateral or clean-out; and three feet from any water meter or soarer Yne. I 1 1 LANDSCAPE QUANTITIES Ck)CA O -� \ ROCKSCAPE 1380 S.F. M0!` EVISTA STMT C� I SHRUB MULCH AREA 1754 S.F. DESCRIPTION OF REVISION DATE CITY oG r Ar►ROMEO TOTAL MEDIAN AREA 3134 S.F. w quo CITY OF RANCHO CUCAMONGA TOTAL TREES - BR ACHYCHITON POPULNEUS 4 MEDIAN IMPROVEMENT PLAN Z -. TOTAL SHRUBS - CEANOTHUS GRISEUS HORIZONTALIS 84 TITLE SHEET V MONTE VISTA MEDIAN CONSTRUCTION QUANTITIES E/O EASTWOOD AVENUE APPROVED BY. i DATE REMOVE /C�U�RB 4C0^8L+.F. CITY ENGINEER RCE. N0. 21 817 REMOVE A. C. 750 S.F. DESIGN PLAN PW* K; RECOMMENDED "MT" INSTALL 2" A.C. 4 TON L Jt5 CITY OF RANCHO CUCAMONGA L J 15 INSTALL AGGREGATE BASE 5 TON DRAWN DR IWNt OK SHEET INSTALL CURB 350 L.FLJ _1:J— —OF SAWCUT 408 L.F. _ CHECKED DRAWING NO — RCE NO 1428-L LJ DATE FILE NO O R o � T A 16 ' 2 2 8° 0 9 ' 3 7" 63 . 7 V 35 . 80 ' B 84 ' 73° 43 ' 04" 108 . 08 ' 62 . 97 ' C 16 ' 21 1 ° 47 ' 1 8 59 . 14 ' 5 6 . 19 ' 4:. D 10 1 ' 2 4° 5 2 ' 0 7 43 . 84 ' 2 2 . 2 7 ' E L 5 4 ' 1 24046 ' 44)1 23 . 35 ' 1 1 . 86 ' 33 6 X 18SLOT CU T FOR CONDUIT SEE SHT. L- 4 f 3 A � 3 4 X 8CUT FOR WATER CONNECTION \ SEE SHT. L- 4 22 I 2 6 6 .86 T.0 63.49 T.C.\ 62.36 F.L 6 2.9 9 F.L. E 4 \ SCALE 1 10 ' � I � 4 \ '\ 1 2 63.00 T.0 \ 62.50 F.L. � 1 \ \ B I \ 1 ) I ` \ 1 3 2 ` 6 2 . 3 3 T.� 61 . 27 T. C . I I 61 . 83 F. L. X0 . 7 7 F. L. 31 . 23 ' MONTE VISTA STREET6' , \ C I 2 2 ' N 89049 ' 23 1 E N \ MEDIAN CONSTRUCTION PLAN SEE SHEET L- 4 -*L ADDENDUM N0. 2 1 3 Q( wO W - - - - - - - - CITY DESCRIPTION OF REVISION DATE APPROVED61 . 3 7 T. C . 60 . 87 F. L. 1 ' CITY OF RANCHO CUCAMONGA 2 CONSTRUCTION NOTES MONTE VISTA MEDIAN 1) REMOVE EXISTING ISLAND . APPROVED BY: DATE: - Z_?d CITY ENGINEERS RCE: 21817 2 SAWCUT EXISTING PAVEMENT AND REMOVE AS SHOWN . DESIGN PLAN PREPARED BY: RECOMMENDED 3 CONSTRUCT . 17 ' A. C . OVER CL 2 . 7 ' A. B . MEP CITY OF RANCHO CUCAMONGA NO «-21-40 4 CONSTRUCT 8" P . C . C . CURB ONLY PER CITY STD . DWG . NO . 301 ,�C,�°�GA, G°1,3 --- MVA C-2 OF 2a - CHECKED R.C.E DRAWING NO. ALM DATE FU No 1428-L NOT 1. ►ROVIDE SCORE JOINTS AT 10'-0' D.C. AND 3/8' SITUIINOUS FELT EXPANSION JOINTS AT 20'-0. O.C. • , , � ��` - arENsbNs O I N• I LAS - 'v:12 I II a•S .;G ,1 14" C-1 P r—A 10 s � ��:. 4 1N PLANT RED COMtRETE NOH Cu" - RADIUS EI►OSLO Et+GES aoI �\ 6" ANO IEYELINISH AT PERALC "SINNS)ALL AT GRADE ��G R/v�w w �✓ /jdsaS-GO.sr,.tiGC/S *MA44Qtl 1wovolfr 4•v/0 GOdrf ib— PIIIE/VAy TYPE Ow zas) FINISH V.,'AAM w1* &crourS ie7o[OS) SII. » } 1 03 RE•WI CONTINUMIS 8 lllk (LIKISS OTHERWISE INSTRUCTED) III! _ �� � 00100VVIS CA-rcH CSM �ATrN �I0 . . . . . . . . . . . . . . . . . . . . �nP�� E cu s��� PrTAII, -rit IS 5HE-::e -) CONCRETE MOW CURB •••':•:'• • ' • • ••:•:'••• ►•-- b A .•. . . ...' COMGPfrE sem[ AE C1ASS I • JWOrS. . / 0044 fT Q,'f Ory AA4rLff/ ,Qt 4Pkl�YEO OT f�UI[ dY A/f CiIY EM',.�wlRfl . . . ISN . . . "�� � I17� GO�JG• t3A�� a l INT vai�Jfr ociif• A e c v (tel GH ffA IW5 • • • I it 'f- it" Z/444 G TGN S I N/ 2Fv N Pe ••:•.•. . :•:• DRAINAGE LE90D ® CATCH BASIN ( IZ"SO. PRECAST CONCRETE . . . . ��AYPER PLANI CASA V flll� rs" � �Illlc DRAIN PIP G -�15 t '•:•:•. ••:•:' — — — 6 J m SI H -T5-.-r6A Gf� - t7��Tio� (pF20VIP6 4-„A 14” G.I. P1 L'eWL 5G7� --4-�)wALE_ rEA r-.-)EC5r0N A-A IT-015 5 T GN -ro l0A L-CcAt- ww6ur* P KIVCP� �K I�RT�iI, I . .•.. • .•.•. c"x D WrvTaR, 4�� rAfNIr Gr-IA0 T-ro GNIPPEIf, HUULH . Z Ak pAp�Ty g14ND . . . . . ..'.'. . % g'ft7 DWG. #301. J ' — _ — • •••_.,• ' '••••,•,••• • � . _ —-- •� =I =1111=111=1111— � � •'•:•.•. • •• ••':':'.'.'. . . 11111=1111 GLS A �"ot - IN I'IT . . . . . ..•.'.'.'.'.'. . SCALE 1 " 10 ' FiCr-,KE IN9TALLXrION MONTE VISTA STREET DEMOLITION NOTES 1' . .•.':'::. . . . . . . . . . . . . . . . . . . . ..'' 1 . CONTRACTOR SHALL REMOVE ALL MATERIALS WITHIN MEDIANS . . . . . . . . . . . . . . . . . . ALL REMOVED MATERIALS SHALL BE DISPOSED OF IN A LEGAL MANNER . - 2 . CONTRACTOR SHALL REMOVE SOIL AS REQUIRED TO PROVIDE NECESSARY SUBGRADE FOR COBBLE OR FINISH GRADE FOR PLANTING AREAS . CONSTRUCTION NOTES T 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN LANDSCAPE CONSTRUCTION PLAN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST 3 . CONTRACTOR S HALL OVE R EX CAVATE AN ADDITIONAL 24" OF SOIL WHERE THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY INSPECTOR. THE _� _ ADDENDUM N0. 2 ©REMOVE- 12"RCP a REPLACE WITH 4�04" C.I. DRAIN i-2.3- Q( ASP HALT PAVING OCCURRED . BACKFILL WITH NON -TOXIC NATIVE SOIL. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS «n DUE TO FAILURE TO GIVE SUCH NOTIFICATION. , I DESCRIPTION OF REVISION DATE APPRovEO SEE SHEET C - 1 MEDIAN IMPROVEMENT AND SPECIFICATIONS . 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE CITY OF RANCHO CUCAMONGA RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID I•&wr-? 55-t`rIQ& M-P UTILITIES. WITH 6,1 '100TH , f'OUNtep SIDES Up To d A- 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUB- u"F:bprm Af'FF4 JNb SLJ F-Ace-, GO LES WNICH CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS. Aee oR H4VE 4AA01S OFA 6; THr-K 4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAYED AREAS OP2JV-C_,"TfON,4",E DIGj�I(sUF�MEIJ'1"5 'c�� wr AS REQUIRED. REFER TO IRRIGATION PLANS. m U M O NTE VISTA MEDIAN SD. S. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE GRADINGNOTES SUBGRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. 60W-tFACr�' IS -Ia >'MOVIDE A MI r K APPROVED BY: DATE: ,ZT'�a �v pp,�� -� GONc�-��-�p� p� CITY ENGINEER RCE: 21817 6. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENTS TO REDUCE61 DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. M-A"r. 6I'1Y Il.l'jf-vcr)K 14d►5 DESIGN PLAN PREPARED W: RECOMMENDED 7. CONTRACTOR SHALL - SET UP A SAMPLE AREA OF COBBLE ROCK WORK FOR CITY M ild4_ �rMoV� or rltr C �Fi K MEP/W15 CITY OF RANCHO CUCAMONGA LJ� 1 . PITCH COBBLE 20% TOWARD STREET. INSPECTOR APPROVAL, PRIOR TO PROCEEDING WITH ANY ADDITIONAL ROCK WORK DRAWN ��� ER ONVE SHEET CONSTRUCTION. t�!✓�?rl OF �GI�� EM�t7MENT To � No I-Ex MVA/LJI� L'3 oF � THAW TWo --TRI Iwr'�) -T E p7 vF -f�r CHECKED R.C.E. NO DRAWING W. JLM/L.JCAM FILE NO 1428-L EDISON HANDHOLE 10 2 11PVC, SCH. 40 CONDUIT WITH PULL ROPE SNAP- L TITS 2 C ELECTRICAL PVC, SCH. 40 Lj CONNECTORS y I FINISH GRADE I COMMON WIRE SENSOR 1 1 I CONTROL VALVE CONTROL WIRE6 BURY WITHIN L 7 ( I ROOT SYSTEM II \ ANY LENGTH / \ 14 AWG WIRE IRRIGATION LEGEND / TO SENSOR , SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE / \ / —s ! P.O.C. POINT OF CONNECTION SPECIFICATION I 8 �._ PRESSURE SUPPLY LINES 8 SIZE 2'& SML SCHEDULE 40 P.V.C. SPECIFICATION / —— 9 Jl NON-PRESSURE LINES & SIZE Sc-HE_, - 00 PVT. LIFTC• SPECIFICATION M\ — LDOLT FT HOLE A �— 3. CHIPPER MULCT! 44 COWMSFE 6RtNta HO-r5HOWN DRIP TUBING ga. FINISH GRADE �-o ZUP�I,Ya GT- IZ5 t�J� DETAIL NO. II a I ALGO 7Um ENDS Id I . SALCO WMP-75 (T X S) 3i4" PVC BALL VALVE - SCREW CONTROLLER SEQUENCE Ah �n /� TO END Of LATERAL LINE. V [ GALLONS PER MINUTE Z• I nt I S A 1 6. 3/4" X 36" DIAMETER ALGAE RESISTANEDT PVC FLEX HOSE - PIC TAIL REMOTE CONTROL VALVE SIZE ( II 7. CHRISTY FS CONCRETE VALVE BOX WITH CAST IRON F8D LID 2 ® AUTOMATIC CONTROLLERS CALSENSE 2000— IZ '?TA-50t j Ifo DETAIL NO. IF 8. PVC MALE ADAPTER - LINE SIZE X 3/4" (S X T) q MrN'F_Q5 MF-Ub i-M ENCL05uRE. W1WN- ` e 9. 6" THICK OF 3,14" WASHED CRUSHED AGGREGATE O WATER METlr_-pj CONTP C�P1\)GJIZE I m45TE2 24 x PEC-MANENTKE1rO CON / NOTE: VAI-VS ecx NW°S"ALL E�crtp A MIN. OF '9 Tr-> C�Y PIGTAIL ANO Pj,*T-Atl- Fore FuTuFE MOPE \ I 3MAL-FE ADAPTtK REMOTE CONTROL VALVES--DRIP SYSTEM ONLY �I p ►' AWES b1�2�ME5{-I DETAIL NO. P - R,INgFR BALL VALVE FOR EMlTtER FLUSH BOX t� .TNER� �9p,�co via, 5 a�Es P¢FSS RECa• _• 0 QUICK COUPLING VALVES RAINBIRD 33 DLRC DETAIL NO. L \ ® BACKFLOW PREVENTION ASSEMBLY FEBCO 825Y I� DETAIL NO. Ck \ A AZ + n ►Tj GATE VALVES--LINE SIZE NIBCO T136 DETAIL NO. G \ 4 FLUSH-OUT ASSEMBLY �-AL w bJMp-'T5 H/411 x 36" HosE DETAIL NO. E 1 ID MASTER CONTROL VALVE / FLOW SENSOR HARDIE 102 (N/0) /CALSENSE 220 P DETAIL NO. I, \ 5 MOISTURE SENSOR CALSENSE 1000S DETAIL NO. D \ 1 MINIMUM TWO WEEKS ADVANCE NOTICE �PtiIP EMiTrEpS 0I_50►J EH-1Z pt=rA.IL_No. N \ I \ HOT TAP, LAT. a METER BY CC WD \ \ P. C.C. METER BOX IN ROCK ADJACENT TO CURB r 2'8 II . — VALVV �Iz.E I FOR ADDITIONAL INFORMATION, CONTACT TOM GENTILE OF GENTILE ASSOCIATES, (714) 458-0129. A CALSENSE REP. SHALL BE PRESENT AT INSTALLATION OF ALL EQUIPMENT . \ \ t I IRRIGATION NOTES X11 1 . THIS DESIGN IS DIAGRAMMATIC. EQUIPMENT AND PIPE SHOWN IN PAVED AREA IS \ — FOR DESIGN CLARIFICATION ONLY, AND IS TO BE INSTALLED WITHIN PLANTER \ AREAS. 2. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS \ OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST \ > > THAT WERE NOT KNOWN AT THE TIME OF DESIGN. SUCH CONDITIONS SHALL BE \ J C F_ 1 000-0 NATIVE ROCK COBBLE L- . . . . . . . . . . ( AMOW CURB L 3 - -- PLANTING LEGEND GYM L_ rANl l_ I�At�� . �oMMON NAME o & 51zrl GZ`r - • 1 0; -TPS- �P15--fz FLAW 15 GAL . �-I G�►tiI�TH US GR ISf-�7 NO�IZOI�IT�-15 Ga�M�L ULE��(z. G' O. G. I laa� . • PLANTING NOTES 1 . CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. . 2. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND ' SPECIFICATIONS. 3. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION SCHEDULE. ' I 4. IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR TO PLANT MATERIALS. " 5. A SITE SHALL BE PRE-SELECTED BY THE CITY INSPECTOR FOR PLANT DELIVERY, PLANT APPROVAL, MIXING OF BACKFILL, AND STORAGE OF IRRIGATION EQUIPMENT IN ' CONTAINERS. 6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT NOT BEFORE IRRIGATION COVERAGE TEST NO. 1 HAS BEEN APPROVED. 7. AFTER ROUGH GRADING, CONTRACTOR SHALL TAKE SOIL SAMPLES AND PROVIDE TESTING FOR AGRICULTURAL SUITABILITY BY A SOIL AND PLANT LABORATORY. THE • SOILS REPORT SHALL BE PROVIDED TO THE CITY INSPECTOR, PRIOR TO THE • COMMENCEMENT OF PLANTING OPERATIONS. 8. THE RECOMMENDATIONS OF THE SOILS REPORT SHALL SUPERCEDE THE SOIL , PREPARATION AND BACKFILL MIX SPECIFICATIONS LISTED BELOW . THE CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS REPORTS TO THE CITY INSPECTOR PRIOR TO S S �-` L E 1 — 1 O MODIFICATION OF THESE SPECIFICATIONS. 9. AREAS TO BE PLANTED SHALL HAVE THE FOLLOWING MATERIALS TILLED INTO THE TOP 6" OF SOIL PER 1,000 SQ. FT. MONTE VISTA STREET FOR BID PURPOSES ONLY: - 4 CU. YDS. NITROLIZED WOOD SHAVINGS • 20 LBS. 12-12-12 COMMERCIAL FERTILIZER - (BEST PRODUCTS OR EQUAL) 100 LBS. AGRICULTURAL GYPSUM 10 LBS. SOIL SULFUR 20 LBS. IRON SULFATE PRIOR TO PLANTING, A GRANULAR PRE-EMERGENT, NON-SELECTIVE HERBICIDE SHALL BE APPLIED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 10. BACKFILL MIX SHALL CONSIST OF THE FOLLOWING MATERIALS PER CU. YD.: FOR BID PURPOSES ONLY: _ 3/4 YDS. SCREENED SITE SOIL 1/4 YD. NITROLIZED WOOD SHAVINGS 1 L6. 12-12-12 COMMERCIAL FERTILIZER PLANTING PLAN (BEST PRODUCTS OR EQUAL) 10 LBS. AGRICULTURAL GYPSUM 1 LB. SOIL SULFUR 2 LBS. IRON SULFATE Cm 11 . SHREDDED MULCH INSTALLATION: AFTER PLANTING, AND DRIP EMITTER TUBE DESCRIPTION OF REVISION DATE APPRO D PLACEMENT PLANTING AREA SHALL BE COVERED WITH A 4" THICK COARSE GRIND" SHREDDED MULCH AS SUPPLIED BY BLUE RIBBON LANDSCAPE SUPPLIES, INC. (714) CITY O F RANCHO C U CAM O N G A 633-3666, OR APPROVED EQUAL. SUBMIT SAMPLE TO THE CITY INSPECTOR FOR APPROVAL BEFORE PURCHASING AND SPREADING. 12. CONTRACTOR SHALL REPLACE DAMAGED OR DESTROYED ITEMS WITHIN TWO (2) WORKING DAYS OF NOTIFICATION BY THE CITY INSPECTOR. IF SAID ITEMS ARE NOT REPLACED WITHIN TWO (2) WORKING DAYS THE COST OF THESE ITEMS SHALL BE DEDUCTED FROM THE CONTRACTOR'S FINAL BILLING. 13. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, MONTE VISTA MEDIAN UNELSS OTHERWISE APPROVED BY THE CITY INSPECTOR. 14. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY APPROVED BY: DATE:"– 7!016 THE CITY INSPECTOR. CITY ENGINEERS RCE: 21817 15. MAINTENANCE PERIOD SHALL BE 60 DAYS FROM DATE OF ACCEPTANCE. MAINTENANCE DEWN PLAN PREPARED BY: RECOMMENDED SHALL INCLUDE BI-WEEKLY WEED AND RODENT ABATEMENT PROCEDURES, INCLUDING 2 MEP/LJ� CITY OF RANCHO CUCAMONGA L.�1� FOLIAR APPLICATIONS OF CHELATED IRON AND TRACE MINERALS 30 DAYS APART. DRAWN 105W CMC CENTER D" SHM R�►Nc►a cucA�oNCA. a �,X30 16. 15 GAL. TREES OR LARGER SHALL BE GUARANTEED FOR ONE YEAR. MVA/LJP> 5 or �D 1 CHECKED R.C.E. NO DRAW0 C NO. ALL TREES WHOSE TRUNKS ARE A MINIMUM 5 FEET OR LESS FROM WALLS OR � X428 HARDSCAPE SHALL BE PLANTED WITH AN APPROVED ROOT BARRIER PER CITY STANDARD JLM/LJI� ' �- FnE 605A. a 14C'E MEYERS 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALI WITH WATER H[UC•1•M285 ENCLOSURt FROM HOSE. DO NOT CRACK ROOT BALL. ELECTRIC NITER ROUND CONC. VALVE BOX a COVER 2• PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION COLOR CODtO MAP FOR VALVE MARKED "IRRIGATION GATE" PURPOSES. •' r _ _ _ LOCATION INSIDE (PER. SPIC'S.) "CHRISTY" FL8 BOX A FL8D LID (OR EQUAL) - CAL SENSE 2000 (PLAN SIZED) WALL MOUNT CONTROLLER ' " IN LAWN ARFAS MOUNT WITHIN ENCLOSURE. 3" IN PLANT BEDS iINISH GRADE L_ __J 120 VOLT WiRE IN RiGID STEEL CONDUIT (PER LOCAL CODE) ON-O►► SWITCH AND 110 VOLT 44 em, � EXTERIOR OUTLET TO it PROVIDED BY D. / 2 r CONTRACTOR. Ij II Goa2Sf✓6QiPrDN - " BERM TO FORM DEPRESSED ' I I LOMB NUT WATERING BASIN SLIP BASE SOCKET OVER ENO OF WIRES / � _ - ' . .• � N � COMMON Y[R[/CANTROL Y1R[S lM )" � '' , III - 1 I Fciul�i L � JGN. w PVC CONDUIT �-I II I 2' i )' X A" CONLRETt FOOTING 31�- ""HIM STEP I ,r �:.� - MIN. — I� �i�� � 3 R�Iju, INSTALL A MINIMUM 01 3" ABOVE - /� �1 CRADI ANDSLOPE TOP TO DRAIN ;0STRiP WIRES APPROX. S/B" FROM ENDS-TWIST TOGETHER �� I I' AT A MINIMUM OF 21 JI aPPLY SEALER TO OUTSIDE OF SEALING DWG-FILL �- 4 = 1;,,, _, BRASS GATE VALVE = ----"GROW•POWER" PWIT TABS PER ell CAVITY WITH SEALER a _: nI 12 D1RtcT JUR IAL Y1RtNc to `I - \ , VALVES: BUNDLE AND TAPE [VERY I WITH BRONZE HANDWHEEL _ MANUFACTURER'S RECOMENDATIONS UP IS R. O.C. INSTALL YITNIN MAIM TtIilil rr� ,�,� f--� LINE TRENCH. III i STEP 2 -saw_ ,j = _ _ BACKFILL MIX PER SPECIFICATIONS REFER TO DETAIL N0. LPUT CRIMP SLEEVE OVER WIRE ENDS-CRIMP SLEEVE VIII ° y+o 's` . =ll" CONTAINER PLANT ROOT BAIL NOTES: � °'`�'`b "•��'' 3/t" WASHED CRUSHED -� , ' i, AND CUT OFF EXCESS WIRE I. INSTALL CONTROLLER PER MIC. PRINTED INSTRUCTIONS AND PER URAL COM 0�• oma• • =< I�III " _ , AGGREGATE BASE PLANT PIT TO BE (2) TIMES THE -PULL BASE SOCKET 0'/=R ENO AS FAR AS POSSIBILE LOCATION TO It APPROVED iN FIELD BY THE LANDSCAPt ARCNIT[CT PRiOR TOCONSTRUCTt01 INTI a •, p� I it WIDTH OF THE ROOT BALL i 12" FINISH: 2 COATS ANTIQUE WHNTEJtMI-GLOSS [NAMELCOl01l tKRtttY illi) BELOW THE BOTTOM OF THE ROOT STEP 3 - - 2. COMMON WIRE TO B[ WNITIE AND CONTROL WIRE TO BE RID 10 COLOR. �' BALL { / ��� ). NO SPLICES SHALL It MADE BETWEEN CONTROLLER AND REMOTE CONTROL. VALVE. 'PUSH' SEALINGSEALING PLUG INTO BASE SOCXET -r1 l�ll lig 5-�- �G� ��I� Co 4• CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATINC SEQUENCE Of It Ill CONTROL SCH 40 PVC MALE ADAPTORS NATIVE SOIL r-""I VALVES AMC AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. PUSH WIRES TO ENO OF BASE SOCKET TO ASSURE SEQUENCE SHOWN ON DETAIL IS FOR R[FEIENCE ONLY - SEE IRRIGATION PLAN FOR COMPLETE SEALING Or CONNECTION 2�--- �( v�I� CORRECT VALVE SEQUENCE. /-� S. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST iCV - tot FUTURE USE. NOTE: STEP 4 � �TTE� �CiliFiS�j �p}L �' d 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. RAIN9IR0 SNAP•TITE WIRE COriHECTOR � � yAMViACTURER!• PIN. WHO.: clTs) t:.-o.so 0 WIRE CONNECTOR pUr_I5,,;V jps--TAI__L_-ATIoNDESTAL MOUNT SPRINKLER GATE VALVE-3" or smaller PE OF NTROLLER G CONTAINER PLANTING co H 1. STAK( TREE P(RP(MOICNLAa TO PREVAIL:r; WINO. RAIiI BIRD 33DLRC WITH YELLOW STRUCTURE OR RUBBER PER 12 CAP - SUPPLY INCLUDIONENG NKEYOSE STARING PLAN = PLACE •GROW•POR 1 PLANTall too PLANT lURDSCAPINC CORTAINIllATI PRIOR •0 PLANtiNG TOR OlSIRYATiON PURPOSES. -- "UNDOONCRETE SWIVELS. �r •,�,,.. _-. VANE COX i COVER F(BREL.YtE FINISH CMDF - INSTALL IN t0► OF STAKES r1 '( �� O ' MARrEO "PRESSURE REGULATOR" FIRiSN GRADE PLANTER BED ONLY I$" Maximum — ' - � (N LAW" AR RA III TOM --- IN PLANT BEDS — •� + (21 C1sErs FOR FiNISH GRADE J M" �-- — _ Oki- - �' MCN TIES S►RCIO j1• WANT CITY STREET TRIES, gTTACN WITH VAN Ir_ED SC.ICEt.JS TO 11' LODGE POLES r � 1 I Nat MMWIRE— VALVES - 1COON it _ i- Cru+ — — — — �IIII U II - - -• � ru, - - -CLEAN {ACRFtII - SEE SPECS. F01 i 2' DU. LOW POLE ►IME STAKES !' LOOM IUIII - l�� -'1 = MATERIAE, !OS COMPACTION REDUIR': - - dITH WOOD PRESERVATIVE STAIN, 2 �z = STAINLESS STEEL 2 ^ = N I STAKE A MINIMUM OF 12' INTO tNIDiSTUIbfD APPROVE p TRtt STAKES NTR 'III BRASS 90p ELL MINIMUM BRASS SCREW CLAMP SOIL AND ALIGN STAKES OUTSIDE ROOT BALL. (2) PER S►tCtFICAttONS CO OL (3) PLACES ARBOR metal ttt AREA! Alb FRONT YAWS. WIRES BMSS 90° STREET ILL H TL'1 _ �j Z BRASS NIPPLE - 6" LONG V OCA. PVC PERFORATED PIPE - FILL WITH � n MON•►RESSURE LATERAL LINE • #4 REBAR STAKE 1/2• WASHED CRLISN(O AGGREGATE IASL FULL CALSENSE PIPE FROM METER > SNAKE PIPE IN TRENCH N BMSS 90 STREET ELL (24" LONG) LENGTN OF PIPE (LOCATE i[• FROM TRUNK) PRESSURE REGULATOR Z "' �' Loc^-m ouTsrve of RoOTa►u- PIPE cl WATER FLOW IN I) -" PREVENOTORACKflOM y s i ull —CONTROL WiRES - IUIDLE AMD -APE ACC +�•.Ttt< V F1 ow _ i ! AT 15 O.C. AMD INS'A�L AD'AC[%- 4 II � TO lRCSSURE SUPPLY L:NE O r I W-7 - n-2 ROOT OR EE RIE COIRRDI PLANTER M _ - n-r-1M WHERE REOutRED OR _ * a' 1 i�i; �-01OVIDIr — ,. AI►RDYEO EQUAL. ( 'GBOW-►OYER' PLANT rAli PLR 2' OF CLEAN JACK .0 i(( WUFACTUREVS RECOPENDATIONS IMASTER FLOW NBACK-FLOW PRESSURE N WATER (_ ( c RE-DUCING r = '. -'•�•: - ; : PRESSU►f SUPPLY LIN( Sc••.o�c� ��s _ �. /ACtFlll Mli KR SIECtFTUt10NS VANE SENSOR PREVENT_R - MATER • ' ' +z TYPICAL VALVE i, C e „ I ILII III Ill� lt! _ ' .'o � • .. ., .,. . SNAKE PIPE 1N •BENCH il� - LEpfzt7�< T►. I Wi0 W ILI' �s 1 -:1 I J _ _ �Z �j1o� �� � � �� - Il��� NOTE PRESSURE SUPPLY L TWICE RDOTI LAL.L�DIAP'�I"iR tt NATIVE •SOIL LINE FITTING — I - PLANT Pit To It (2) TiU'ts THE " 3/1' WASHED CRUSHED AGGREGATE I. ►l GTA:I ANO LOCO '-301'1101. W:Rf AT All 90' CHANGES IN wIDTN Of THE iM Ski.. IZ"aeLew O:RECT:ON . ► • I'HF_ P40Tdd_L- To ORt orEa. BASE PRESSURE SUPPLY LIME ExuvATlEp AND PtECX*tQnGTLD. I CONTROLLER INSTALLATION- K TYPICAL TRENCHING QUICK COUPLING VALVE WITH METAL STAKE DOUBLE STAKED TREE .. J PRESSURE REGULATOR VALVE ✓ (INCLUDING ELECTRICAL CONDUIT) L M �..�.�:�"iii- �.rilfii��L �..�-,. .. �.-»• . I , r,•t I 4 ONit KNL.F' Cr spa-C tNege 11 1. EOu1►MfNT TO K INSTALLED AT A N1N;NUN OF 21- FROM MY STRUCTURES 01 MAROSCAPiNG. tult�tE'MEQ N 3 10, )t F 3. 1NEN WiT iS NEXT TO A STRUCTURE (11. WALL, 10101114, ETC.) IbLINT TEST COCKS OR V_�v v r4_r OPEN OR NON-STRUCTURE SiDE. II z S, __III�III _ � ' , , II r _ _ •_.•.-..-_-�--- t EVERTOR ASSEMBLY � CRASS N1►►LE - TYPICAL (!) PLACES =1 - — •-•-- II III _ - _ I CRASS 90' Ell • TYPICAL (2) RACES r Biu! • S I ' CRASS Ill e1 2 ----------------- 12" I I I—I I III CRASS VVE STRAINER WITH 60 MESM _ IONEL SCREEN 3 I I I ! III lem (LENCTH`VARIES•PER MANvtD( ` UmctURRER) CITr DESCRIPTION OF REVISION DATE I Ill II L SLOPE TO DRAIN AT MINIMUM 2% APPROVED 4, 9 FROM PATER SOtAKE FINISH GRADE CITY OF RANCHO CUCA Ott CA - --- EQUALio 7 IRRIGATION PLANTING DETAILS i (VMS • T"ICAL 9 ES NOTE: 1. BRASS ANCLE VALVE WITH UNION - SA.`tE SIZE AS RCV I p` IrKIrmir colcitm MONTE VISTA STREET RE2. PVC WYE STRAINER WITH INTEGRAL BALL FLUSH VALVE AND DOWN � --90E CDAETidi THRUST /LOCES - TYPICAL 1. ALL SHRUBS/GROUND COYER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS SYRIAN PRESSL;R•E CURAGE. SALCO DYSFC - PLAN SIZED- INSTALL UNIT HORIZONTALLY = REQUIRED (2) RACES LANDSCAPE IMPROVEMENTS I�--euG rAr ���� � OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR •SPACING REQUIREMENTS. 3. REMOTE CONTROL VALVE -RAIN BIRD PE SERIES - PLAN SIZED 11/ PRESSURE REGULATOR SP 2 6TJ� 1(5-05 L. SCH. 80 CLOSE NIPPLE - SAJME SIZE AS RCV ° � n►PUL"�,MiucEs"'�s (CUL-DE-SAC) (�-- I`'rd�G l- I f 2• WHERE fn-4&n !D �lACjF_ )T 'Tb WALL-S5 W,4LJ<S Gulill DIL 5. MPT X SLIP. FITTING - SOLVENT WELD —f'\/ci rldE vomiLAN; L.NM1TATlONS AL_L, SHRUBS/ C r'-6tJ T) CbVE�, SHALL 6. SCH. 40 PVC S X S X T TEE 4� Rl LiNE To SYSTEMS APPROVED BY: pATE:L/-TT ?a ( ft ��0 AT 0#`I�-RALF 7HE. DEStCoI�JATEp �aPJlo 1. PRESSURE SUPPLY LINE �4�--�MtTTE►z �'/N � — 12 "e>M suc+F wrmirs, t ow CITY ENGINEER RC.E N0. d. SCH. d0 PVC NIPPLE - SA.•tE SIZE AS RCV 2181 T C�p1<-T-r-llcyu-r1o�—J -PPE f�/N 1302 9. 6" THICK OF 3/4" WASHED CRUSHED ACCRECATE - PUCE BEFORE BOX }- /BASS CO• Ell - TYPICAL 1 (0303 10. 3/4" OR 1" O.D. FLEXIBLE ALGAE RESISTANT HEAVY WALL PVC HOSE Gb b C! (2) "ts DESIGN RECOMMENDED (-r'1"Fi� (/(�FiE�S �Ox Yf/Lit n r/F' 11.CONCRETE VALVE BOX AND LOCKING COVER ruRKED LJP� 1�Pj �J "IRXICATION CONTROL, VALVE" CHRISTY ! 36 BOX AND •36 LID J.F. Davidson Associates, Inc. 12. SOLENOID WIRES. PIC-TAIL EACH 36" LONG REDUCED PRESSURE BACKFLOW DRAWN ENG,NEERMG "NNrNG Su"YING SHEET SHRUB 8� GROUND COVER 1'• C°"„°" 'RIS pU P - � F"f�EV EN�-E� L J� AncN,rELTURE uN45CaPE AACMITECil1RE �OF Oba0 Lem StrreL SwH COO,PO Bo..93.RnsrsrA•CA 9?SO? .��`� N � SPACING C i N G v••,�... FA7(�,.-�S� RIP CONTROL VALVE CHECKED T RCE No DRAWING NO DATE FILE NO 1428-L W.o.# 8911402