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HomeMy WebLinkAbout1076-H P.O.C. 1 1/2" METER AND CONTROLLER RAINBIRD 1SC-12 SERVICE LINE FORM WALLMOUNT WITHIN A MEUG STREET, BY CUCAMONGA 1-14604 PEDESTAL MOUNTED COUNTY WATER DISTRICT. ENCLOSURE. FINISH: PAINT ENCLOSURE W/2 COATS w6I rT 15EIc4e SEMI-GLOSS ENAMEL. TO BASIN 120 V. CITY . FLOOD CONTROL BASi APPROVED JUNCTION BOX TO SITE IRRIGATION CONTRACTOR TO COMPLETE HOOK-UP PER CITY CODE. GARpINAL I►JD',ASTICIA-L t=1NISHES Y o)t59-5A*Z4S2U, :5HEKWIN- 1%Vl1.LII.N,-_. Oro- W-114 •-f' FN_Lt 3 02 EQUXL. 0 Z►sGt�vl; 3'3lsevi(11 !'rf� y� wX71' 7T 7� \ �G w �,�S/i w r r ` W -� . Z'-- ' iA14 ✓ ILScad f r 'ter J w CONTROLLER ENCLOSURE INFORMATIONI / IV Provide approved type enclosgrc for metgr, similar to that HAVEN AVENUE manufactured by Myers Electrical Products, Inc. n (213) 724-0450, model as specified , on drawing. Enclosure / shall be of adequate size to house - automatic -controller it specified on drawing. Enclosure shall be zinc coated steel,- minimum 12 gauge thickness. Cabinet shall be protected against corrosion in accordance with I.I.L.—SO, Cabinets and Boxes, Section 13. Exterior covers to be minimum 14 gauge steel and shall- harve 'padlbcking provisions. Deadfront shall be a hinged type, lb gauge minimum, and shall not require the use of installation or servicing. All factory installed components shall be U.L. listed. All factory in¢talled PRESSURE CALL'S IRRIGATION LEGEND conductors shall be copper, size and- type to conform to NEC and U.L. requirements. Enclosure shall be furnished with a detachable sub-base with 1/2 inch .diameter bolts. Mounting Fo.- 0 MNKE MODEL N0. - DESCRIPTION PSI BPM RADIUS PATTERN MM wETEw I_� six Uj bolts shall not be visible outside the enclosure after ' installation on sub-base. Enclosure finish shall consist of w. s. L. /869 �' one. coat zinc chromate primer and two coats baked enamel * l �- paint - dark green in color. Refer to detail sheet fur more 30' WIDE Z 9 It An- - - - / �3'�' RAINBIRD 1404 FULL CIRCLE BUBBLER 30 1 UMBRELLA information. REGIONAL TRAILwe! CMI p AA><i1RR1 sEIMRO Z9 e.►.M. RAINBIRD 1408 FULL CIRCLE BU68LER 30 2 - - - tUMBRELLA FLOOD CONRTOL BASIN Y ELEVATIN RAINBIRD EFA SERIES REMOTE CONTROL VALVE ( PLAN SIZE ) 0 1 40 nIESSM w I.C.V. P.S.I. , M ts.t. f� RAINBIRD 33 L.D.C. QUICK COUPLING VALVE 11f.0 5ACM01 NIOGG 113 6146 61;FID GATE VAI r F/N4TfL_3Lj 12W_ 1 1" © RAINBIRD ISG 11.,/ 2"'W 3: rig r J MTF rE WA L%_ MINT \v/IN M�►� - 1- M 60 Z / C, C ,� ( � .r— U ,/'i Its Rival rrrjjLLjKjLLLLj 1 toe rA<� v Q Ce L ECT R Ic METe.R flY CO1dTRIKTOK) OX,��i u O �0 WITH 4IN8A5V REDUCED SCREEMEO LEPMUERURE BACKFLOWLENCLOSURETER �� KNIF CawI VALVE 2-'9 j! uYM LM LOU — Ma PITTIses Loss (M) APPROVED j " D014 STIC WATER METER BY CITY � 3.6/ Q.EVATTCIXImIAIICE APPROVED SCH. 40 P.V.C-. LATERAL - 12" MIN. COVER (PLAN SIZED) / TOTAL srsT>:II LosSAs' 39 7/ "EssnllE 11IM Ef AT M1y; .40.0 APPROVED CLASS 315 P.V.C. MAINLINE - 18" MIN. COVER (PLAN SIZED) TOTAL PRESSURE VW111Fs: 617.71 HAVEN AVENUE STATIC PRESSURE AVAILFALE: B/O APPROVED SCH. 40 SLEEVES-EXTEND ENDS OF SLEEVES 12" BEYOND SIDEWALK 0ESIM 1MTER PRESSORS: f1,29 —•— APPROVED SCH. 40 P.Y.C. (2" DIA.) FOR LOW VOLTAGE U.F. CONTROLLER WIRING 1~ H.G.L. AND STATIC WATER PRESSURE PER CUCAMONGA COUNTY WATER DISTRICT IRRIGATION NOTES (714-987- 2591) OCT. 26, 1988. 1. THIS DESIGN IS DIAGRAMMATIC. EQUIPMENT OTHER THAN HEADS AND PIPE 9. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN. THE IRRIGATION C) ALL LOW VOLTAGE WIRE SPLICES SHALL BE INSTALLED AS SOLDERED SHOWN IN PAYED AND TURF AREAS IS FOR DESIGN CLARIFICATION ONLY, CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONNECTIONS. WRAPPED WITH. A MINIMUM OF TWO (2) LAYERS OF AND IS TO BE INSTALLED WITHIN AREAS DESIGNATED. ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR ELECTRICAL TAPE AND SEALED WITH SCOTCH-COAT (SNAP-TITE TO PAVING UPON APPROVAL OF -CITY ENGINEER IF REQUIRED TO OPERATE CONNECTORS ARE NOT ACCEPTABLE). 2. DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS SYSTEMS. OBVIOUS IN THE 'FIELD THAT UNKNOWN- OBSTRUCTIONS OR GRADE 17: SLEEVING NOTES: DIFFERENCES EXIST THAT WERE NOT KNOWN AT THE TIME OF DESIGN. 10. PROVIDE A MINIMUM 18" COYER OVER ALL PRESSURE MAIN LINE PIPING f SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CITY AND 12" OVER ALL NON PRESSURE LATERAL LINE PIPING. ALL PIPE GENERALLY ALL SLEEVING SMALL BE EXISTING. USE THE FOLLOWING �stttstwt sRRs EN C-INEEICPRIOR TO INSTALLATION. UNDER PAVED AREAS TO BE PVC SCH. 40 INSTALLED PRIOR TO PAYING. INFORMATION WHENEVER ADDITIONAL SLEEVES ARE REQUIRED: CALL FOR INSPECTION . OF MAIN LINE INSTALLATION PRIOR TO WILM AVMM 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT BACKFILLING. THE CITY, ENGINEER SHALL PROVIDE AN APPROVED EXTEND ALL SLEEVE PIPE 12" BEYOND SIDEWALKS. OR BACK OF CURS - sARIATWITA M1V9 EACH POINT OF CONNECTION. MAXIMUM GPM DEMAND SPECIFIED. HYDROSTATIC PRESSURE TEST OF 150 PSI FOR 6 HOURS. CENTER FILLING DEPENDING UPON LOCATION OF SIDEWALKS ABOVE SLEEVES. AIWRR LUX IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO OF MAINLINES IS ALLOWED-UNTIL MAINLINES ARE APPROVED. As RTRtRT CONSTRUCTION AND NOTIFY CITY EN41NEER PRIOR TO INSTALLATION. TYPICAL TRENCH DEPTHS: 11. IRRIGATION -CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST.ALL MEADS 4" SCH. 40 PVC - 24" (FOR IRRIGATION MAINLINES) taso,lVtLL& 4. IT IS THE RESPONSIBILITY OF ' THE IRRIGATION CONTRACTOR TO FOR MAXIMUM PERFORMANCE AND TO PREVENT OYERSPRAY ONTO WALKS, 2" SCH. 40 PVC - 24" (FOR 24V.. LOW VOLTAGE IRRIGATION CONTROL � � ..CR. A ALTERNATIVE BID FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES. LOCATION OF STREETS, AND BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE WIRING) sia,u+e A1RMtlR MALLS, RETAINING WALLS, CURBS, ETC. HE SHALL COORDINATE ALL HIS SELECTING THE BEST DEGREE OF ARC TO FIT EXISTING SITE CONDITIONS. --J 0 r it TO ST11,R WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR CALL CITY E NGINEaR 48.HOURS IN ADVANCE FOR ALL COVERAGE TESTS. PLACE 4" DIAMETER SCH. 40 PVC SLEEVES AND SCH. 80 PVC SLEEVES IN LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAYING, AND THE SAME TRENCH. 6" SEPARATION BETWEEN TIDES. REFER TO ::LEEYING C "CTORIA > STRUCTURES. 12. CONTRACTOIT SHALL PROVIVe CATY WITH 'AS-BUILT' BLUE LINE DETAIL ON DETAIL. SHEET (L-8). M�SCgp DESCRIPTION OF REVISION DATE CITY PRINTS. CITY WILL ARRANGE TO WAVE MYL.AR5 CHAN6ED TO Wa f �� 5. WATER METER AND SERVICE LINE INSTALLATION SHALL BE COORDINATED BY 'AS-OuILTS: 1A. CLEAN-UP ON A DAILY BASIS PER CITY EN61W EER APPROVAL. C IL MSIL � UAV/ �� OS CONTRACTOR WITH CITY ENGINEER. CITY SHALL ARRANGE FOR 13. - THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEE FOR A PERIOD Of CR -- CITY OF RANCHO CUCAMONGA INSTALLATION WITH THE APPROPRIATE WATER DISTRICT. CONTRACTOR ONE YEAR. ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE 19. PROVIDE ONE OMTROLLER-CHART FOR EACH CONTROLLER SUPPLIED. OF THE .RI� _ SHALL INCLUDE THE COST OF INSTALLATION BY WATER DISTRICT IN REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO COST TO MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW, SHOWING THE AREA HIS/HER BID. THE CITY. COVERED BY THE AUTOMATIC CONTROLLER. THE CHART IS TO BE A 1 alrRCR :ran � 't �1. 1 A 6. 120 VOLT ELECTRICAL POWER JUNCTION BOX FOR AUTOMATIC CONTROLLER 14. REPLACEMENT OF DAMAGED OR DESTROYED ITEMS SHALL TAKE PLACE WITHIN. REDUCED DRAWING OF THE ACTUAL AS-BUILT SYSTEM. HOWEVER, IN THE � T2R O TEVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE ORAWIN6 IS- C CR* !I'R HAVEN AVENUE '�,lt �\' TO BE PROVIDED BY CONTRACTOR. IRRIGATION CONTRACTOR SHALL BE 48 HOURS OF NOTIFICATION BY CONTRACTOR, OR SAID REPLACEMENTITEMS' REDUCED, IT SHALL BE ENLARGED TO A SIZE THAT WILL BE READABLE C VOMILL 3001"AM f OF CA 0 RESPONSIBLE FOR THE ELECTRICAL CONNECTION OF CONTROLLER TO THE SHALL BE DEDUCTED FROM THE CONTRACTOR'S FINAL BILLING. WHEN REDUCED. THE CHART SHALL BE A BLACKLINE PRINT AND A JUNCTION BOX PER CITY CODE AND APPROVAL. 15. REPLACE ITEMS SHALL UNLESS OTHERWISE APPROVED BY THE CITYBE S- ENGIN EER.EXACT DUPLICATES OF ORIGINAL WORK ORDIFFERENT COLOR SHALL BE USED TO SHOW THE AREA OF COVERAGE OF amt >xm N O R T H HISTORIC LANDSCAPE RENOVATION 7. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE PLANTS, EACH STATION. BACKFLOW' PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S, ' WHEN COMPLETED AND APPROVED BY THE CITY ENGIN EER THE CHART Anon RICM/AV , SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH ENGINEI-KK. 16. LOW VOLTAGE WIRE INSTALLATIONS: PIECE BEING A MINIMUM OF 20 MILS. THICK. THE CHART SHALL BE "am R°'urvas IRRIGATION PLAN BANYAN ST. TO AMBER LN. B. ALL MIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVES SHALL BE MOUNTED USING VELCRO OR APPROVED EQUAL TYPE OF TAPE. VR COPPER OF f14FROM DIRECT BURIAL. USE RED FOR PILOT: WHITE FOR A) CONDUIT BELOW PAYING SHALL BE IN SCH. 40 PVC SLEEVES Of THESE CHARTS MUST BE COMPLETED AND -IN PLACE PRIOR TO FINAL APPROVED BY. DIATE.11-�fl? COMMON. INSTALL EC COMMON TRENCH WITH MAIN LINE PIPE. PROVIDE A SUFFICIENT SIZE TO CARRY ALL PROPOSED WIRING. PROPOSED ACCEPTANCE OF THE WORK BY THE CITY. T w •�_ MINIMUM 1IN COYER. INSTALL EXTRA PLOT WIRES TO FURTHEST VALVE IN WIRING SHALL BE CONTAINED IN A SEPARATE SLEEVE, NOT WITHIN C A � �� CITY ENGINEER RC.E NO. -?181.�- TER PIES SLEEV�NG ��_ J.F. Davidson Associates, Inc. EACH CONTROLLER (COLOR: ORANGE) FOR FUTURE USE. B) W RCV PLIC E C NN�CTIONS SHALL OCCUR IN A VALVE BOX. ENGINEERING PLANNING SURVEYING DESIGN RECOMMENDED HIIO PAaRaAt 300,P.O.Boz 4 Stn Le 38ARCHITECTURE LANDSCAPE ARCHITECTURE S•M•M• ,/LM ALL MIRE RUNS BETWEEN REMOTE CONTROL VALVES AND CONTROLLER s laRr 80 Leena,Street Suite 93 Rlve+ CA 82502 side, SHALL BE INSTALLED AS CONTINUOUS RUNS WITHOUT SPLICES. — — ze at (714)686-0844 FAX 714-686-5954 DRAWN SHEET S AN-Ak �or Z. iCHECKED DRAWING NO. RT" Scale 1'= 20'-0' W.O.f 8810467-09 A.µ. DATE s' i4SA FIDE Nva )07'0- LU 1 12 W .5-Z _; l0 REFERENCE POINT FOR LAY-OUT z w FLOOD CONTROL BASIN T--! o .5-L .f-! -Z 2 �� i w I� Jd 1 7/_ W m 40' 50' 45' 51W 45' 40' 45' 25' 45' S 5' 45' 116 Y -c••fFa -/.I fG -e. -/.I fa -i I F,e� -/•0 r-6, - �F. 3 a t.G7�4. t.2 f4. O.O�a �D.y?E6 -O.7SE.Gt "/ZS B.(: -/.D EG. -/.t�f -/•/7 E4. -/•O EG. -O.�f a 6L -/ E.4. JO LL AL w o w 5' � I I LU �_ sem• o C6 10 J36" N IC 36" - N W r z : L0 _ U F- 1. IR01tIDf SCORE JOINTS AT 101-0" O.C. ANO 3/8" BIMINOUS FELT EXPANSION JOINTS AT 20'-0' O.C. 3 4 5 11 6 7 16 8 13 9 10 CONCRETE MON CURL - RAOIUS f X►OSEO EDGES HAVEN AVENUE s-t AND FINISH PER PLAN (INSTALL AT GRADE ir LEVEL AT SWALE CROSSINGS) �-J 20 FINISH GRADE .03 Rf•BAR CONTINUOUS PLANTING LEGEND PLANTING NOTES (UNLESS OTHERWISE INSTRUCTED) SYMBOL BOTANICAL NAME COMMON NAME COUNT SIZE COMMENTS DETAIL 1. THE PLANTIWG vESI(,N SWOwN IS-OIAGRAMMATIC AND SHALL NOT TAKE A CONCRETE MOW CURB PLACE WHERE UNFORESEEN SITE CONDITIONS PREVENT EXECUTION OF THE DESIGNERS INTENT. 2. CONTRACTOR SHALL CALL THE LANDSCAPE ARCHITECT AND CITY'S ATTENTION 'S-L TO-SITE CONDITIONS WHICH PREVENT HIS INSTALLATION PER PLAN IN A 7 TREES REASONABLE MANNER. FLOOD CONTROL BASIN T-1 CALOCEDRUS DECURENS INCENSE CEDAR 36" BOX INDICATED ON PLAN C' 3- CONTRACTOR IRRIGATION SHALLMREMAIN AND RLIABLEIFORNG AR WANG. RE-INSTALLING 1 2 40� WIDE W/ 36' Gu-OUT. (THIS SHEET)RELOCATED PER PLAN AND SPECIFICATIONS. (11) REGIONAL TRAIL EXISTING t� IN MEDIAN 4. MAINTENANCE PERIOD SHALL BE 180 DAYS FROM DATE OF ACCEPTANCE. 30' IO' 45' r5' INTENANCE SHALL 3 OFF SITE INCLUDE PLANTINGBIHWEEKALL LY GUARANTEED AND ERODENT OABATEMENTNE YEAR. WAPROCEDURES INCLUDING 2 LO FOLIAR APPLICATIONS OF CHELATED IRON AND TRACE MINERALS 90 DAYS > -0.4 f4. SHRUB APART. O5. REPLACEMENT OF DAMAGED OR DESTROYED ITEMS SHALL TAKE PLACE WITHIN S-1 COTONEASTER LACTEUS RED CLUSTEBERRY (Bi) 5 GAL. - - - - - - - - 48 HOURS OF NOTIFICATION BY THE CITY ENGINEER OR SAID WREPLACEMENT ITEMS SHALL BE DEDUCTED FROM THE CONTRACTOR'S FINAL BILLING.W WS-2 RAPHIOLEPIS INDICA N.C.N. (S3) 5.$11L. - - - - - - • • o Z ? � 'BALLERINA' J J 6. PLANTS, UENT ITEMS SHALL � DUPLICATE EXACT ORIGINAL OR NLESSOTHERWISEAPPROVED BYTHE � tr►oc� WORK LU _ _ Jjjqfv-L1WOF WORKIt" N Ap 6 ` U U ll 7. TREES AND SHRUBS SWILL BE PLANTED AFTER CONCRETE PLACEMENT, BUT GROUND COYER NOT BEFORE IRRIGATION COVERAGE TEST NO. 1 HAS BEEN APPROVED. H � 12' 40' 6-1 NATIVE ROCK 6.SOIL - - - - - - - -PER DIRECTION OF CITY - -_- - S. IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR TO PLANT MATERIALS. CURB CURB THE T9P 6N OF 50111: PER 1,08e SQ.4. .. 14 15 HAVEN AVENUE T! lee . 9 400 LOS. !R9N SUEFATE 10. A SITE SHALL BE PRE-SELECTED BY THE CITY FOR PLANT DELIVERY AND •AND APPROVAL, FOR MIXING OF BACKFILL, AND STORAGE OF IRRIGATION EQUIPMENT IN CONTAINERS. 11. CLEAN-UP SHALL TAKE PLACE ON.A DAILY BASIS UNLESS OTHERWISE L"x1"Atr APPROVED BY THE «TY W/ WIQ WIRE SIZE LEGEND fECTIO# A# X Sltf IWIRE 512E 12. BACKFILL MIX SHALL CONSIST OF THE FOLLOWING PER CU. YD.: CONSTRUCTION LEGEND = :ADHD STAKES (:) 6• G r 1/3 YD. NITROSCREENED SITE SOIL WOOD SHAVINGS S 2 42" l OVER rrla 1 LB. 12.12-12 COMMERCIAL FERTILIZER 10 LBS. AG. GYPSUM O •EXISTING CHAIN LINK FENCE. 11 EXISTING MANHOLE. �- � - • �Ntttttrt ro�u 1 LB. SOIL SULFUR ♦�_ DEATBtlUI Att 2 LBS. IRON SULFATE O CONSTRUCT A 6' WIDE X Be DEEP CONCRETE 12 REMOVE EXISTING PINE TREE AND ANY _ '*' WILSON AVtNM HEADER. . REFER TO DETAIL •A, TNt3 5NEET. IRRIGATION TO TREE. 1 �' NANZATNITA DRIVL PORTLAND CEMENT CONCRETE PER ]B AMER LAMSPECIFICATIONS. 13 REMOVE EXISTING DRIVEWAY APRON (18@ - 6* MT WIDE) AND BROKEN CURB (20' + WIDE) AND SECTION A - A 3O. ' XLEVATIUNj AN VfRI EXISTING FIRE HYDRANT. REPLACE W/CURB l GUTTER (+ 38' 0- 6- L.F.) SECTION A' LOM A•cNor NAVIN •ILLA4t PER CITY OF RANCHO H EXISTING. STANDARD ALTERNATIVE BID O CONSTRUCT 2- TAI III6N HISTORICAL DRAWING 303 TO MATCH EXISTING. �+ I ��F_ rICNLANn AVINtR � (3) 001101E STRAND ir>t.t. MONUMENTS PER OETAIL'8ITHIS SHEET. WIRE GUYS SPACED 10UALLY F 19 TR ITU" PLAQUES TOBE PROVIDED BY CITY. 14 REMOVE DRIVEWAY Ar" (40'-0' L.F) AND ARROUND TREE - COVER L_J INSTALLATION BY CONTRACTOR. EXISTING CURB 20'- 0' AND REPLACE W/CURB 6 NEW �E Mph OVER pi*1 AT WITH 3/8" OIA.0' WHITE VICTORIA VM.L GUTTER (40' - On L.F.) PER CITY OF RANCHO 1 2 POINT OF CONTACT PVC TUBING CITY 5U. EXISTING STREET LIGHT. CUCAMONGA STANDARD DRAWING 303. INSTALL 6" CIA PVC PERFORATED HHHHi UR ;4,"" A,�� DESCRIPTION OF REVISION DATE APPROVED DRIVE APPROACH PER STD. 305 BACKFILL MIX PER THE . VALENCIA A•ENOt I -o' SP ►t►E • Flll WITH 1/2' BAIELINI WAD O EXISTING STREET-SIGN. (20' - 0' WIDE). SPECIFICATIONS WASHED CRUSHED AGGREGATE 7. EXISTING TRAFFIC'SIGN: 15 REMOVE AND REPLACE 4' X60'. A.C. PATCH BASE FULLBLENHRU GTOF PIPE C CREE1<IRIDCE =T»IT CITY OF RANCHO CUCAMONGA OO ROWD DEADMAN , SHALL BE 6' A.C. OVER 6' ROAD BASE. -� PER DETAIL C CMCR ITRM 8�. EXISTING STORM DRAIN INLET. SUBGRADE SHALL BE 90% COMPACT PER CITY . THIS SHEET , 3" BEM TO FORM DEPRESSES C d , 1 131 STANDARDS. APPLY TRAFFIC SEAL OVER A.C. ti M = WATERING BASIN TCNN>• DRIVE s HAVEN AVENUE 9O NATIVE SOIL. PATCH AT END OF JOB. A.C. PAVEMENT SHALL - C . s•' �_✓ :' BE PER SPECIFICATIONS. ! f001 ILL NMZVARO r G {� q;s .+ 10 CONSTRUCT A 4' THICK X 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD li WAjF_c VALve. vtMiry L_oeATIoN AND _ r.ELEVATION B BHISTORIC LANDSCAPE RENOVATION " ' - - l� CIVIC CINTIR DRIVE DRAWING 312. MAINTAIN 4 CLEARANCE IAf�GONG. WALKA ARROiI RIGNWAT NORTH MONUMENT LECENC PLANT PIT TO BE (2) TIMES THE WIDTH Of ROOT BALL t msET IUOtlLE•ARD CONSTRUCTION / PLANTING PLAN BANYAN ST. TO AMBER 1_1% 12" BELOW THE BOTTOM OFI I =__ I!li •GRDW.POWER- PLANT TABS PER R/a 1. 12" x 15" MONUP�IMT PIJ.Q=tS) TO U St1PPLIEU BY-CITY. THE ROOT BALL MANUFACTURER'S RECOMENDATION' APPROVED BY. -DATE. `$S GRADING NOTES 2. TYPICAL ]BOULDER W/ MIN. 24" • 30" DIA. W/ ONE MAT'FACE MIN. NATIVE SOIL ROOT BALL C J T■ vrom CITY ENGINEER 40-U R.C.E. N0. Q/ 18 SQ. TO ALLOW PLACEMENT OF PLAQUE. SELECTION OF BOULDERS �� GRADING NOTES: GRADIN§ ABBRgVIAjIg"S: (2) TO BE APPROVED BY CITY ENGINEER. NOTE: J.P. Davidson Associates, Inc. 3. FOUNDATION ROCK SOLID GROUTED OVER PRECISION BLOCK BASE. ROCK 1. INSTALL GUYS HAND TAUT TO PREVENT DEFORANTION OF LIMBS. TRADENAI& TAMMY ENGINEERING PLANNING SURVEYING DESIGN RECOMMENDED SPOT ELEVATIONS ARE GIVEN IN TO BE FOUND ON SITE. ARCHITECTURE LANDSCAPE ARCHITECTURE EG - EXISTING GRADE 2: PLACE "GROW-PMR* TABS IN BOX PRIOR TO PLANTING FOR OBSERVATION hfItPOSES. S TR ITEEET 5./��' ,� R•� RELATION TO TOP OF CURB 4. 8" x 8'• x 16" PRECISION BLOCK BASE SOLID GROUT. 3880 Lemon Street,Suite 300,P.O.Box 493,Riverside,CA 92502 5. PLAT FACE. MINIMUM 18" SO. TO ACCEh 12" - 15" PLAQUE. 3. ALTERNATE DEADMAN ASSEMBLY: 'DUCKBILL' TREE ANCHORING SYSTEM. _�r�r_ (714)686-0844 FAX ELEVATION FG - FINISH GRADE DRAWN SHEET B ISTORICAL MONUMENT C GUYING DETAIL S.M/y`, Z OF Z, FOR INCENSE CEDAR CHECKED DRAWING NO/ �J NORTH Scale 1#= 20#-0' W.O.# 8810467-09 A.M DATE MOV. �, 1913$ FILE NO ,0+ 76 r1 P14A 3 E . 'f