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HomeMy WebLinkAbout1277-L —Viceinalty Map s SECONDARY I CMAf FEY REGIONAL RANCHO CIJCAMONGA CITY LIMIT 1 I PARK - Cwrrl+ r 'F 1 C Q I f rt • i a I �.M+11r S7 t r 1 R RD _ _ — . ..... :.:-• __:--. ._ - --- --- -- �•�. .� PROP-(,SED FOOTHILL �V {� F = zYy�. .91.. sr / FREEWAY I J / Q _ > r 7 ' i • � uz( rK Ao•or SPRUCE AV w rr .� �+ ; T 'SY - ^ . I W Gyr••. - HUPCH ST.\ y��eJ,,Y� PA O J E"C T SITE ., v fONTANA �•r• C � �• � -� N• � cr �11//�/ /r.'� ;;�.: � ' .J .�'r.� > ► � 'sy.'C'r,l L•f rJ V �: li �• C, - - I/� • '� ,�. t :r �� Q� r V ` � r 00+.�1 ■vp � � O rp0+.a L FOIA f w�0 ,ti r SPRUCE AVENUE / RASE LINE ROAD r- � RhPROJECT SITE �� r: alr�i.y�Y*1 ----- - I • v. ,Vr. I�(� Sj: �yt4 ,� I''J�V' � �`5:ri + �I` .r '►c•a rte_ I r r �,,`,c� �� ,. ,� ttr�. �/,.J C�c,�Vit`' ). "�� � �, r►.1/''�' � k 'T" ' �rji'� ""' �L� � � � � ; 5 � 5 �'{" .1� �h•'1t4 r� ��{Y F L, �� ,t { ��i,r f `'rt ',r {{,, �;� � •��'�/'Al' Y(� J4 � i � }�j I (E ,st Y y• '� ��;e�Fe } a�e�►+� •�` r1 :,�•1,�'� 1 tr ;y�, • .fes�.[�i. � -•�' � t � g ? � ,� z�`��c- �.3. I ; �q_ I , ,... .+rr...Rr,n r!•ur �'��1yy�..�_`Y-fit_ ��.k. �I�. `�[�l��r-� �,� � f ' !e�..,.L r �'r'.�)� i r ,r,.,.P�.+i�� "��' : y '�w��• +' f � ',,� � _ �sJ: '.e Sir -Y•'{ _. �t ' �' STI .1 !�f • ' ` .. �tC - r 14jk ar �Ia 1µ' a- r, i�l. I iY ,f�� s ` t r� 4, f'� ONTARI O INTERNATIONAL AIRi RT �' 11 e�y.��f� �_ � �r��;'• ,'r �Tpy "1� t� ,r'l�i'f M��y ��I•Y}` ;• \ .. •r ` rS,. �,�� � ro Alt �,_�LI I.y •i`1`� '"t�`l;tYi"� �tF' '...�`.10.•".�t`p;{• ~"s #.� 1+ , ,�a ��, �l +�` � •/ r T 1�I .1�i �. • �. .' ��'', 1►`_� ���r I\�.'t,' o _ 1. r►f!:,tI'/Y4friGeneral Notes HARDSCAPE Ir , • (` , 'as�T •�tt� y �r �t_i•,,-; i k LAY 1 . CONTRACTOR TO REVIEW CONSTRUCTION PLANS AND GRADING PLANS THOROUGHLY PRIOR TO BEGINNING WORK . 2. tOfjTRACTOR TO CONTACT LANDSCAPE ARCHITtiCT i CITY INSPECTOR PRIOR TO START OF dNY CONSTRUCTION FOR PRE-JOB MEETING I►LLOW 48 HOUR LEAD TIME. 3. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT S CITY INSPECTOR TO REVIEW HARDSCAPE '_ R - k �.` (• - , l fORAINC PRIOR TO POURLW—ALLOW 48 HOURS LEAD TIME. 4 . CONTRACTOR SHALL NOT MAKE FIELD CHANGES TO PLANS UNLESS AUTHORIZED BY LANDSCAPE ARCH ITECT.MMCITY.."ECTOR UNAUTHORIZED CHANGES SHALL BE CORRECTED TO CONFORM TO THE PLANS AT NO ADDITIONAL COST TO THE CITY I �1 S. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND SERVICES PRIOR TO ANY DIGGING. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR All DAMAGE CAUSED BY FAILURE TO DO S0. 6. CONTRACTOR TO PULL ALL NECESSARY BUILDING PERMITS NEEDED TO COMPLETE JOB. IRRIGATION 1 . CONTRACTOR TO MARK ALL VALVE BOXES WITH A WHITE 2" STENCILED LETTER INDICATING THE CONTROLLER AND STATION NUMBER . 010A L 2 ASINT ALL DIRECTEDABYFLOW DEVICES,THE LLANDSCAPEVARCHITECTADS HEAR WALKS, AND JIND THE CITY INSPECTOst EXPOSED CONDUIT WITH OLIVE GREEN PAINT W. ��►� 3. FINAL LOCATION OF CONTROLLER TO BE DETERMINED IN THE FIELD WITH APPROVAL OF CITT R UIND-SCAPE fIRC1RITECT. 4. REFER TO GENERAL IRRIGATION NOTES ON IRRIGATION PLAN. "��' �"0�1�y� PLANTING WILT` 1 . ALL BOX TREES ARE TO BE SELECTED BY THE LANDSCAPE ARCHITECT. BIO HILLGRt�T EE C eL �S omes 2 CONTRACTOR IS TO SPOT ALL PLANT MATERIAL AND 41+►'W LANDSCAPE ARCHITECT CITY INSPECTOR APPROVE TIRE SPOTTING PRIOR TO THE EICAYATION OF ANY PLANT PIT. ALLOW 48 HOURS LEAD TIME.ANY IRE .SHRUB DR VINE THAT IS PLANTED WITHOUT APPROVAL PF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE MOVED AT TNE CONTRACTORS MEW. 3. REMOVE STAKES FROM ALL ESPALIERS AND VINES AND ATTACH TO WALLS, POSTS, ETC . 4 ORRTO PLANPTIRG.INIT5 LLVT �OOR E R1�CTOR F OAIL TRIRON�Il TESTED AND SENO RESULTS TO PusLtl t+DRRCS INSPECTOR Q FOR SOfI IrV CONTRACTOII T� t�WiTACT LANDSCAPE ARCHITECT ANO CITY INSPECTOR FOR FINAL INSPECTION RANCHO CUCAMONGA , CALIFORNIA W TOTAL SO., FT,? OF LANDSCAPE �- IN CITY RIGHT OF WAY/CITY A INED Q N E 1,172 ! TA •AR ASr _ TOTAL TFrrS BY Srrc TES 2St index „� ��I"�Ff�•e-t�Ip! -- - - - X Tc-L E St"r T Y - - CITY DEMOLTION PLAN DESCRIPTION OF REVISION DATEAotnV^••rn IGATION PLAN -*IPF � C � w .-> ! 3 IPPIGATION DETAILS 10 SECC� � RY GATEWAYS � r r &A a F - - — – - SrrI'CE AVF"IIF / BASF ll�'E RC)asn s PLANTING PLAN LANDSC AxE M/IINTA.NANCE DISTRICT NO. 4 0 f 17- a AF'�'POVED BY L DtTE 7 RCE tv� CITY EN�I�tFER DE SIGN Concern, Ltd. ` YVYU ,.� W Land Conte _..-. 9 DPAW 1750 EAST Df 1-' AVF )F SHF E T ' N ' SA:NTA ANA CA 92705 X PF'-'XF- (714)250-4822 -V-,-V a _ '/- -- - - C E+F CKE D L t CC _ RCE NO _ _ Sy,,^-,rY_ OATf — FILE NO i RASE LINE ROAD wi z :3 ! w F-- z CONTRACTOR TO CUT AND CAP OFF EXISTING IRRIGATION LATERIAL LINES . � i 1 :3 uj EXISTING TRAFFIC SIGNAL V ULT REMOVE EXISTING • ONCRETE MOW- STRIP ! o I EXISTING CITY -SIDEWALK , \ PROTECT �� REMOVE EXISTING XYLOSMA CONGESTUN REMOVE EXISTING MORAEA IRIDIOIDES �� •s>•• .' a w�� REMOVE EXISTI G TURF 10Wor* L I INE I .: - REMovE 6x� AWB LACE0.5ZaaoEM�iA �ozCA 0. REMOVE EXISTING LAGES-VttoV_%'Ik TND2C1► •�w�w e- e REMOVE EXISTI G ABELIA GRANDIFLORA LSI WORK I L1NF. REMOVE EXISTING VERONICA COED REMOVE EXISTING GROUND COVERO cc CL C TRACT NO. 12364-1 TRACT NO. 12 319-1 CONTRACTOR TO CUT AND CAP OFF EXISTING EXISTING SL PSTONE WALL IRRIGATION LATERIAL LINES . CONTRACTOR TO CUT AND CAP OFF EXISTING IRRIGATION LATERIAL LINES . ALL EXISTING IRRIGATION SYSTEM SHALL BE REMOVED NOTES : CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO START ANY CONSTRUCTION . CONTRACTOR -SHALL INFORM LANDSCAPE ARCHITECT. IF ANY FIELD MODIFICATIONS ARE NECESSARY DUE TO UTILITY LOCATION PROBLEMS . CITY DESCRIPTION OF REVISION DATE APPROYED CITY OF RANCHO CIBC=,TONGA SECONDARY GATEWAYS SPRUCE AVENUE / BASE LINE ROAD UC. No. 12>>r� Wcm� T LEWIS HOLES /of of CAV DFIll!o_ t- ON PLAN APPROVED BY. C DATE: _ CITY ENGINEER R.C.E. NO. �239? DESIGN �� RECOMMENDED Land Concern, Ltd. _- DRAWN 1750 EAST DEERE AVENUE SHEET SANTA ANA CA 92705 PHONE (714)250-4822 of _ CHECKED DRAWING NO - RCE NO 17:20' e:20'—Oe DATE FILE NO j PRESSURE CALCULATION PRESSURE CALCULATIONS FOR to-/ PAD HIGELEYATEV, 'STATIC PRESSURE 74 ►S1 [IRRIGATION LEGEND HIGHEST ELEY. 'PRESS, LOSS/MIR d' ►SI GPM DEMAND: 1,2- WATER L -r-- • WATER KIER // Psi Loss SYMBOL MANUFACTURER/DESCRIPTION MODEL N0. FULL HALF QTR. PSI RAD. Z GATE VALVECONTFA YAW 2 wKnow wvrwm RAINBIRD TURF SPRAYHEADPOP UP /1806-12-113Its 2.1 1.05 .53 20 12' 2• WAIN LINE LSE �( O d RAINBIRD SHRUB HEAD FLAT SPRAY #1812-FLAT-WS 1.2 0.60 .03 20 7' BASELINE ROAD MIN LINE .11375 ' / • LATERAL LINE 2. /! X V 0 RAINBIRD SHRUB HEAD POP UP 111811-12-9%,,6 2.60 1.30 .65 30 12' o — 0 RAINBIRD REMOTE CONTROL VALVE #EFA-CP-PRS, SIZE AS NOTED ON PLAN - 0 RAINBIRD QUICK COUPLER VALVE 033-LVC I" WITH LOCKING YELLOW VINYL COVER W TOTAL SYSTEM LOSSES: X10.0 ISE III DM "*Vu VALVE LINE S11! WT_II'S FITTING LOSSES: �'1.O ►SI ' PRESSURE REWIRED R READ: 2.0 RSI • ELEVATION LOSS/WIN: PSI TOTAL*SYSTEM PRESSURE REQUIRED: gZ O ►SI z; �' STATIC PRESSURE I POE: 7a o ►SE == AS APPROVED PVC CLASS 315 PRESSURE MAIN LINE FOR PIPE 2" AND LARGER S! RESIDUAL WATER PRESSURE: -28-o PSI AS APPROVED PVC SCH 40 PRESSURE MAIN LINE FOR PIPE 11" AND SMALLER ruii4i yr L.UI'1rIELI lUN iU BE TO i • BOOST REQUIRED: NIA ISI • FEET HEAD AS APPROVED PVC SCH 40 NON-PRESSURE LATERAL LINE, SIZE AS NOTED ON PLANS EXISTING 110 WATER METER METER M I PURP MANUFACTURER: u I LOCATION TO BE VERIFIED ON SIT J • MODEL NUMBER: POINT OF CONNECTION TO BE 11" WATER METER, PROVIDED BY OTHERS N.P. INTAKE DISCHARGE • INSTALL AS NEEDED A FEBCO 11825 Y • ELECTRICAL SERVICE J 2" REDUCED PRESSURE TYPE BACK CC FLOW PREVENTER, PER CUCR1k6A UJ COUNTY WATER DISTRICT. O NOTE: ALL SPRAY HEADS IN SHRUB AREAS ADJACENT TO WALKS, CURBS OR OTHER HARDSCAPE SURFACES ARE TO BE INSTALLED ON 11" POP UP BODIES. PRESSURE CALCULATION 1.10 101CU'1-1, 1 _� CUN ', �A - 1 DENOTES VALVE STATION NUMBER Q ` - S ..-0 4 �of 0"L, �+ DENOTES GALLONS PER MINUTE PRESSURE CAtCULATIONS FOR I_C'/_ v's DENOTES VALVE SIZE PAD ELEVATION 'STATIC PRESSURE70 PSI HIGHEST ELEV. 'PRESS. LOSS/WIN_ APSI GPM DiNAND� /O __ .I /•J ,G F /t' WATER KIER_�— � .-_ PSI LOSS It /// W r // 2 GATE VALVE \ I CONTROL VALVE ¢ EXISTING SLUMPSTONE WALL J\ 1 GENERAL IRRIGATION NOTES 2 BACKFLOW PREVENTER �O - ' •!►! - '►'�. !t!!�!�l�JA•�Jj /AO 2. MAIN LINE ?_0'i O ` MIT T �I,S �� I O I 1 • THIS DESIGN IS DIAGRAI'MTIC. ALL EQUIPHENT SHOWN IN PAVED AREAS ES FOR - MAIN LINE -21 - ' 1 DESIGN CLARIFICATION ONLY AND IS TO OE INSTALLED WITHIN PLANTING AREAS S / LATERAL LINE 7// R • ow•mp• I I AS NECESSARY. ,s =�a - 1 Cl. WO �. LINE EXISTING SLUMPSTONE WALL • DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS 4 W� 'V� _ /• G 2 / O8Y10US IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT • - / 9 /^ AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL 8E TOTAL SYSTEM Loss[S .225- PSI V/ BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVES PRIOR FITTING LOSSES �_?- Psi TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY PRESSURE AEOUIRED I HEAD: ZO _ P;t STUB 1" M INE FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. ELEVATION LOSS/WIN: Psi TOTAL SYSTEM PRESSURE REOUTACO: y.'1 PSI FOR F U T U _ • INSTALL All EQUIPMENT AS SHOWN 1N DETAILS AND SPECIFICATIONS. CONTRACTOR STATIC Pa[SsuR[ I rpt: 400 Psi FORSHALBOTTH EQUIPMENTTL BE LANDOINOMALLAT ON ALL LOCAL CITY AND COUNTY REQUIRMENTS RESIDUAL WATER PRESS RE 2s 3 psi _ _ _ TRACT N O. 12364- 1 B6"ST REQUIRED _/•/A PSI I FEET HEAD TRACT N O. 12319 - 1 • THE SYSTEM IS DESIGNEDCONNECTION. FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION, THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE P'JP MAN,TA,TURER — WATER PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION. MODEL N',.YtBER. H.P. _ INTAKE_ DISCHARGE • THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTOR AND ELECTRICAL SERVICE THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE L M CONTRACTOR TO CONNECT STATIONS l;iS4tm CONTRACTOR TO CONNECT STATIONS4TUIQF AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. 19�y4�,*v�VAtVFTO EXISTING CONTROLLER 49 SHQUIBS TO EXISTING CONTROLLER > • 110 V. ELECTRICAL POWER SOURCE TO BE PROVIDED BY OTHERS TO THE LOCATION FOR THE TICSEE HLUBIK & ASSOCIATES LANDSCAPE - SEE RBSENFELD & ASSOC. LANDSCAPE • FOR FINALUTOCONNECTIONNTROLLETO EQUIPMENTIGATION CONTRACTOR TO BE RESPONSIBLE. PLANS,TERRA VISTA-BASE LINE ROAD' PLANS, TRACT 12364,DATED• P2=83 • ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER DATED 1-13-86 SHEET 1-5 OF 20. SHEET-PL--2 OF OF 114 DIRCT BURIAL TYPE. USE BLACK 1NSUI.ATED WIRE FOR PILOT AND WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING SCALE 1 ": 2 0 0' WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 10 FT. INTERVALS. • PROVIDE A MINIMUM OF 18" COVEROYER ALL PRESSURE MAINLINE PIPE AND 12" MIN. COVER OVER All NON-PRESSURE LATERAL LINE. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A PVC SCH 40 SLEEVE WITH 36" MIN, COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON PLANS AND INSTALLED PER DETAIL. • AbL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHENEVER POSSIBLE AND WITHIN 18" OF THE HARDSCAPE. ALL QUICK COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN A 8" DIA. GREEN PLASTIC VALVE BOX. Y r :ALL Tnv,�ADCu rIFE C0hNCCTN,6i KA&i ',0 SLIF-oOiiiT FVC PIPE SkALL ZE V.AGE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. • CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVTCE FOR ALL LOW HEADS TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. • ALL SPRAY HEADS ADJACENT TO SIDEWALKS, CURBS, DRIVEWAYS OR OTHER HARD- SCADE SURFACES SHALL BE INSTALL EO ON AN APPROPRIATE POP-UP BODY AS SPECIFIED ON THE LEGEND AND SET FLUSH WITH THE FINISH GRADE. • INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE SPRAYING WATER ON BUILDINGS AND HAADSCAPE. ADJUST ALL VALVES FLOW CONTROLS TO PROVIDE OPTIMUM PERFORIiANCE. • THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ON-SITE INSPECTIONS WITH G.L. MOTSHAGEN & ASSOCIATES i CITY =11S P ECTM TO BE SCHEDULED AT THE FOLLOWING STAGES OF INSTALLATION: • INITIAL PRE-JOB MEETING WITH THE C2ZY AND LANDSCAPE ARCHITECT. • PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF TRENCHES. • COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. • FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED FOR VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORK PER THE PLANS AND SPECIFICATIONS. • THE CONTRACTOR SHALL PROVIDE TO THE CITE( UPON THE COMPLETION OF THE JOB, A SET OF REPRODUCIBLE 'AS BUILT' DRAWINGS, WHICH SHALL BE VERIFIED FOR ACCURACY AT THE TIME OF THE FINAL JOB WALK-THROUGH. • THE IRRIGATION SYSTEM SHALL BE FUMY GAURANTEED FOR A PERIOD OF ONE (1) Q Rn YEAR. ANY DEFECTIVE EQUIPMENT, MATERIALS OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST �� C TO THE CITY -+— -y s.l. motshagen associates, ltd. ° •inte—altonol vngonon[inlonsuNonls •wole monogement •plonn-9 .reseoKh � 3723 ch Street Suite 20 N0.12U886 Newport Beach. California 92660 CERTIFIED CONSULTANTS �UU OF S I G N�� (714) 2508077 The Iffi ation Association DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA 1� P SECONDARY GATEWAYS t� SPRUCE AVENUE / BASE LINE ROAD LFWIS HOOFS IRRIGATION PLAN APPROVED 8Y: � � - DATE' / O. CITY ENGINEER RC.E 40._( s Dr-SIGN RECOMMENDED Land Concern, Ltd. 910 DRAWN 1750 EAST DEERE AVENUE SHE E T SANTA ANA CA 92705 2 PHONE (714)250-4822 °f SCALE 1 201- 00 CHECKED .R C E NO DRAWING NO SSWEEMY DATE ' - ---r--�- i _ FILE NO ///t OMIT STRONG BOX MODEL NO. B-SS REDUCED PRESSURE BACKFLOW DEVICE WITH ,URE NOTE: SATURATE Oo 2 BALL V , 'AND COMPACT Q . ,tea WATTS / 77S LINE SIZE WYE AND SIZEAOfEEQURPMENTTU PLAN FOR TYPE NOTE: 1 2 3 STAINLESS STEEL E STRAINER W/60 MESH SCREEN SLEEVES TO BE SPLICE COAT, -..y -� '� WALL MOUNT A ,TIC CONTROLLER, ALL PRESSURE MAIN LINE UNDER BACKFILL TO 90% BRASS UNION IDD-2358 _ �' J SEE LEGEND c SPECIFICATIONS PAVEMENT SHALL BE BURIED TO 6„ • COMP ENCLOSURE ASSEMBLY A 36" MIN. DEPTH 111 1111 HARDSCAPE SURFACE BY BRASS ELL, TYPICAL AVAILABLE FROM: a 14' AV OLE FROM: MIN. W Ililfr 1lIQ OIHERS, SEE PLAN GLOBAL SPAN PRODUCTS � IIIA _=VIII _ P.O. BOX 145 �1FIC IRRIGATION PRODUCTS _ - _ _ o ---+ CLEAN BACKFILL AS REQUIRED CAMBEII CA. 95009 WIRES THR WIRES AGUNA HlLIS, CALIFORNIA O ;. �' �- 1� ��5p �. REFER TO ENGINEER FOR o PHONE (714) 837-4460 �� j/�/ j Z (408) 379-2358 8" o SPECIFIC MATERIAL AND o _� ON, DISCONNECT SWITCH W/ _ / /i/// /'�/\�� COMPACTION REQUIREMENTS. F - TVP. 0 _ O 110 V. GROUNDED OUTLET. N1/ / M - Z CLEAN GRANITE SAND 00 to - MOUNTING FLANGE W/ BOLTS TO BE 1111 i. I -?ill IrI =_ I . I111 ! II_ -` III; lu FOUR WIRES SET IN 6" YIN. THK. CONCRETE PAD FINISH SURFACE LATERAL LINE W/ SLEEVE FINISH GRADE - VE 1. CLEAN STRIP WIRES. CONNECT WITH A 'SCOTCH-LOC' OR EQUAL f PRESSURE MAIN LINE W/ SLEEVE III NII IIII _ NON PRESSURE ELE AL WIRE CONNECTOR. WIRES REMAIN CLEAN AND DRY TO OV ELECTRICAL SERVICE - 'LATERAL' LINE TOL) LOW VOLTAGE'CONTROL WIRES, E E SLEEVE TO PROPERLY SEAL. z lilt lu_ i! t -IIII - • IGID CONDUIT SLEEVEPRESSURE 'MAIN' LINE SLEEVE SIZE AS REQUIRED • IIII a o Db �; FINISH : • e 2 SITION SLEEVE TO APPROX. 1/4' OVER WIR HECTOR (FIG. 2). f _ IIII== III . TO FR SOURCE „ e' PUSH CLIP OVER SLEEVE END AT EACH PAIR OF AS SHOWN. - ' GRADE PVC MALE �+ 6 ADAPTER 3. SHRINK THE SLEEVE WITH A TORCH AT A LOW FLAME. W P SLOWLY BACK LOW VOL CONTROL WIRES DIRECT BURIAL LOW AND FOR1H AROUND SLEEVE UNTIL ADHEASIVE FLOWS AN LS AROUND IN 3" DIA. SCH EO \„ VOLTAGE CONTROL WIRES. NOTE: •ALL SLEEVES TO BE PVC SCH 10 PIPE 1 CU. FT. CONCRETE THRUST BLOCKS, TYPICAL. WIRES AT EACH CLIP. HOLD TORCH 4 - 6 INCHES FROM SL DO NOT LONG SWEEP E — - - BUNDLE AND TAPE TO •ALL SLEEVES TO BE SIZED TWICE THE DIA. OF THE PIPE RUN WRAP PIPES WITH 10 MIL. TAPE. SATURATE AND TOUCH FLAME TO SLEEVES OR WIRES. AVOID SCORCHING. All COOL COMPACT SUB-GRA3E TO 90% PRIOR TO POU_R. FOR APPROX. TWO MINUT:S. 1/2" x 54" COPPER GROUND'G ROD, CONNECT TO 110 V. LET PIPE AT 10 FT. O.C. •All SLEEVES TO RUN A MIN. Of 12" BEYOND HARDSCAPE EDGES BACKFLOW PREVENTOR WIRE CONNECTIONS AUTOMATIC CONTROLLE TRENCHING PIPES UNDER PAVING SET FLUSH WITH FINISH GRADE POP-UP SPRAY HEAD, REFER GREEN PLASTIC CIRCULAR NOTE' EMBnzsFo n�'L� NOTE: �K@os%ra QUICK COUPLER VALVE, REFER TO VALVE BOX, AMATEK OR EQUAL USE SCH 40 PVC FOR ALL PIPE AND FITTINGS AMATEK GREEN PLASTIC VALVES UP TO 2" DIA. SMALL HAVE APPROVED GREEN PLASTIC, ROUND TO LEGEND FOR SPECIFICATIONS LEGEND FOR SPECIFICATIONS FKQoss�o t1m,c," FOR VALVE SIZES 1-1/2" AND BELOW. MALLABLE IRON TEE HANDLES; VALVES VALVE BOX, W/ LOCKING COVER. SET FLUSH W FINISH GRADE I USE CLASS 315 PVC PIPE AND SCH t0 PVC WITHVALVELOCCKINGG COVQERL) LARGER THAN 2" SHAH HAVE SQUARE MARK 'G.V, ' W/ 2" WHITE LETTERS i � FITTINGS FOR VALVE SIZES 2" AND LARGER. FINISH GRADE, SHRUB PLANTING _ Illi,_ I;;'; _ OPERATING NUTS. NOTE: ALL SPRAY HEADS III' _ _ (IIII_ I� ( _+ FINISH GRADE FINISH GRADE FINISH GRADE TO BE PLACED 4" CLEAR l - �4= OF ALL HARDSCAPE SURFACES. Y - 36 MIN.LENGTH 44 REBAR Illi — -III JIh - - QUICK COUPLER VALVE, SEE PLAN Y _ I IIII � -gw .111 � • STABILIZER. ATTACH W/ (2) I�I VIII IIII = AND LEGEND -u-- 11 -7I — = 111 r - l 1 _ IIII) BRASS NIPPLE. -1111 TI = I )- ;I __ III - p.... _ — - —_ IIII STAINLESS STEEL CLAMPS. _ - Z 1 - — � �j- � - o : _ ----- ----- - r � - CONTROL WIRES WITH la ii _ � -: 11,F �,,, _ --- - 24" EXPANSION COIL � ) I -1111 LINE SIZE Ill I IIIC�III 3/4" BRASS NIPPLE LENGTH AS REQUIRED 1111 __ III;' _ ? I—+ GATE VALVE BRASS I• � SII � ,I II, � - 'll LENGTH AS REQUIRED - b" MIN DEPTH 3/4" CRUSHED ROCK `� _ I ! APPROVED sW.aP PVC, SCH.80 �illr 11111 I MARLEX STREET ELLS, TYPICAL BRASS STREET ELL, TYPICAL BRASS STREET ELL, TYPICAL WIRE CONNECTORS VIII NIPPLE 1/2" PVC SCH 80 NIPPLE, BRASS NIPPLE, 6" MIN.� LENGTH v + BRICK STABILIZER, TYPICAL PVC. ADAPTER 1 CU.FT.3/4" CRUSHED ROCK BRASS NIPPLE 6" MIN. LENGTH -:� PVC, MAINLINE, - 6" MIN. LENGTH = FVC SCH 40 TEE OR ELL � •'© PVC SCH QD TEE OR ELL BLOCKINGORBRICK REDWOOD COVER AS NOTED PVC SCH 40 SXSXT TEE OR ELL Oiq PRESSURE MAINLINE , —1 PVC LATERAL LINE, SIZE DEPTH AS REQ'D. LATERAL PVC MAIN LINE DEPTH AS REQJIP_D 1 CU,FT. 3/4" CRUSHED ROCK AS NOTED ON PLAN Q (!7-) O 2 X 4 REDWOOD BLK'G. - �. ..— -- - � OR BRICK --- --- 36" MIN, LENGTH 14 REBAR PVC MALE F�;" MAIN LINE SHRUB TURF STABILIZER, ATTACH D TWO (2) ADAPTER STAINLESS STEEL BANDS J I POP-UP TURF HEAD QUICK COUPLER VALVE QUICK COUPLER VALVE REMOTE CONTROL VALVE GATE VALVE NO RISER TO BE NEXT TO SIDEWALK ,CURBS OR ANY HARDSCAPE 0 m I PCP-UP SP^AY HEAD, P'_FER SHRUB ADAPTER W/ SPRAY LE, TO LEGEND FOR SPECIFICATIONS SEE LEGEND FOR SPEC IONS FINISH G '^` FI GRADE POP-UP ROTOR HEADY 00 PVC SCH 80 NIPP NOTE: ALL SPRAY SEE LEGEND FOR CIFICATIONS LENGTH AS RE TO BE Pl.l•CED 4" 4' _ I FINISH GRA "14 11111 • r `:PU . 0 NOTE: ALL HEADS TO BE II - 1111! I II1� 111= KEPT A MIN. OF 1" FROM ANY HARDSCAPE SURFACE • ALL QUICK CO!JPLEP VALVES APE TO BE INSTAL IN SHDUC, Op GP^!I'1D COVED liul �l,i Ii liI II IIII I� X111 Ili-;IIiII GENERAL IRRIGATION NOTES �E K I�r, _ _ A A� W' N�V. P )ELE A WITH J 1R" , TIE I • ,�A ALL QUIC Ili;,: F ; ' � ' IfIIJl =' coUPLER vALVEs LocATED IIS TURF AREAS S}{r.l L BF I':"TAI! F- IN A 8" DIA. ���� liJ ��". �L� � -ET ELLS � IIII i 3/4" MARLEX STREET ELLS, TYPICAL I F { , • c IYPICl.. 3)4" PVC SCH 80 NIPPLE GREEN PLASTIC VALVE LOX. - `` IillllllIIiII �IIIIIII,— •6`I^' STREET ELL , TYPICAL ---- • 1/2" P','C SCI! £'O NIPPLE, 6 ' • ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SP-" L BE MADE 6" I'I.I. LE',CTH ,' I. LENGTH • THIS DESIGN 1S DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR WITH A PVC THREADED COUPLING. ALL THREADFD ADA,,TERS AND COUPLINGS APE - 1/2" CH 80 NIPPLE, _ DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS TO BE 'DURA' DEEP SOCKET TYPE. 6" MIN. J11 PVC SCS! 40 SxSxT TEE OR ELL VC SCH 40 TEE S x x T AS NECESSARY. • CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW HEADS PVC SCH 40 2 S x S x T PVC LATEP'•.L LIN" SIZE LATERAL LINE • DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS TO PREVENT LOW HEAD DRAINAGF AND POSSIBLE SOIL EROSION. PVC Lr, L LINE AS I:STED C'1 PL!-'l OBVIOUS IN THE FIELD THAT UNKNOWN CONDITION; EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE • ALL SPRAY HEADS ADJACENT TO SIDEWALKS, CUT'rS, DPIVEWAYS OR OTHER HARD- BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVES PRIOR SCAPE SURFACES SHALL BE INSTALLED ON AN APPPOP:�!ATE POP-UP B^,DY AS TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY SPECIFIED ON THE LEGEND AND SET FLUSH WITH THE FINISH GRADE. ALL OTHER FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. SHRUB SPRAY HEADS MAY BE INSTALLED ON STATIONARY RISERS AS DETAILED. • INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFICATIONS. CON-PACTOP • INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPPCPPIATE DFGD7r OF ' SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND COUNTY REOLIRMENTS RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELI'�INATE L tl FOR BOTH EQUIPMENT AND INSTALLATION. SPRAYIN; WATER ON BUILDIr:GS AND I,APDSCA^E. ADJILST ALL VALVES FLLW SHRUB SPRAY ON RISER 12 HIGH--POP HEAD POP-UP ROTOR HEAD CONTPOLS TO PROVIDE OPTIMUM PERFOP4AI;!E. • THE SYSTEM 1S DESIGNED FOR THE' MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS • THE IRRIGATION CONTRACTOR, SHALL BE RESPONSIBLE FOR THE COORDINATION OF AS SPECIFIED. THE IRRIGATION CONTPACTOR SHALL VERIFY THE AVAILABLE ON-SITE INSPECT U'+', WITH ON-SITE OBSEP,VAIION PER THE CITY Of RANCHO CUCAMONGA REPPESENTTTI WATER PRESSURE ON THE SiTE PRIOR TO THE START OF INSTALLATION. TO BE SCHEDULED AT THE FOLLOWING STAGES OF INSTALLATION: • THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTOR AND • INITIAL PPE-JOB MEETING WITH THE OWNER AND LANDSCAPE ARCHITECT. THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE CITIES AUTP)PIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. • PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF TRENCHES. \\ • COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. • 110 V. ELECTRICAL POWER SOURCE TO BE PROVIDED BY OTHERS TO THE LOCATION • FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED FOR FOR THE AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR TO BE RESPONSIBLE FOR FINAL CONNECTION TO EQUIPMENT. VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORK PER THE PLANS MYER'S N MEUG-I-M 5 r AND SPECIFICATIONS. ELECTRICAL/CON LER DESCRIPTION OF REVISION DATE cAtClTIT Y[0 • All LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER OF 014 DIRCT BURIAL TYPE. USE BLACK INSULATED WIRE FOR PILOT AND WHITE • THE CONTRACTOR SHALL PROVIDE TO THE CITY , UPON THE COMPLETION OF THE 4 ENCLOSURE.PA i EXT- FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING JOB, A SET OF REPRODUCIBLE 'AS BUILT' DRAWINGS, WHICH SHALL BE VERIFIED ERIOR AS 'CITY RE- CITY OF RANCHO CUCAMONGAWHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 10 FT. INTERVALS. FOR ACCURACY AT THE TIME OF THE FINAL JOB WALK-THROUGH. QUIREMEN • PROVIDE A MINIMUM OF 18" COVER OVER ALL PRESSURE MAINLINE PIPE AND 12" • THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE (1) Q MIN. COVER OVER ALL NON-PRESSURE LATERAL LINE . AIL PIPE UNDER PAVED YEAR. ANY DEFECTIVE EQUIPMENT, MATERIAIS OP POOP WORKMANSHIP SHALL BE SECONDARY GATEWAYS AREAS 1S TO BE INSTALLED IN A PVC SCH 40 SLEEVE WITH 36" MIN. COVER. REPLACED OP CORRECTED BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST —♦ ALL MOUNT CONTROLLER SPRUCE AVENUE / BASE LINE ROAD SLEEVE LOCATIONS TO BE AS SHOWN ON PLANS AND INSTALLED PER DETAIL. TO THE OWNER. SEE LEGEND FOR SPEC- 0 PRESSURE TEST TO BE PERFORMED WTTH'A REPRESENTITIVE OF THE CITY IFICATIONS. OF RANCHO CUCAMONGA PRESENT.PRESSURE TEST TO BE 150 PSI FOR 6 HOURS Ac PFR THE CITY OF RANCHO CUCAMONGA. / MOUNTING FLANGE WITH BOLTS LEWIS HOMES TO BE SET IN 6 MIN. THICK 8" CONCRETE PAD. IRRIGATION DETAINS .�F'1 N I SH GRADE '! r' J ' �� APPROVED 8Y � QATE. d F V l// �` 1 �. ,;.; IT CITY ENGINEER RC E NO.Zz39 7 W VOLTAGE C9RTROL WIRES UL w -� MNe w 0 oEslcN RECOMMENDED ocD LO IN 3" DIA.PVC SEN 80 LONG SWEEP ELLBOW Land Concern, l.td _ pRdWN� _ 1750 EAST DEERE AVENUE SHEE T ELECT. METER N SANTA 9705 3 -OF -A- 0 ENCLOSURE CHECKED RCE No)250- 822 DPAwiItG PtO OATEN - �— FILE NO / ;? 77-�_' �---• !-F10111INE 1S K1KJ - >tTAI►�E>wlll�p ' � L _, R city of rancho even onNa h1,i1 0 NI GF �_y. IGH POINT } TO SIGH —+ 4' AREA DRAIN / ATRIUM DRAIN TYPE GRATE ESP. ESPALIEREd 4• sem---12 4e 1/20 IMLNOSE EDGE TYPICAL GAL. GALLON CONTAINER FINISH SURFACE �p RSR ROTA MAYS • 24ro.C: G.C. GROUND COVER r" HT. HEIGHT k FLUORESCENT FIXTURE LIWE L.A. LANDSCAPE ARCHITECT . SEE FLAK 4 LEGEND FOR L.C. LANDSCAPE CONTRACTOR ' E ° LOCATION . MIN. MINIMUM RETURA HALL AT EACH .—t.>s - oa,eu STAN M.T. MULTI-TRUNKED t . •,+«- FINISH SURFACE O.C. ON CENTER SLOPE pRAI1LINE a hIN. t �''� I z-"' v'' T' `'''' °r'°'' 1W go . ` RWD. REDWOOD wev-, ptm so&*@ with eek,. pep" rtdRs NisIN S.L.A. SELECTED 8Y L.A. r dM. ledgepele pkw /takes tr SIN" 131 NOTE: CORE CURB TO INVERT DRAINLINE 3' � ;,' APPROVED CONDUIT T"A'f`WAS rO with .« preeorvaur. 1t•"^• •'"�. • 'y"'+" SPEC. SPECIMEN "we IfvoR- I d it into undisturbw eea and app- .take. SP . SPREAD BASE LINE ROAD _ ri p.r,tMr o. 1!wC&I Ttn. � a.0,4 �, tr INTO FLOW LI OF STREET. NOTE: .,,1�-,�y,� [ .t.�.. �o. c,K���� �,�ro«,R�*�� J NC T ION 1101 'TO BE LOCATED OFF TO A pl- e ' T« „�Btq SIDE t NOT AT BASE OF FIXTURE. s 9r►r PLANTING KEY • �oeep raw .. Naas+ e.n""M Ow i ENTRY LIGHT �>' :} . e rK+�red er aPp DASHED L I td F D C t 10 L S •oma sRz t�.Rrr�T ort varin C n T l Kk nil AM et' Facies 7• IMA Na. +ONCE o1 PIAgT taATXw - oR RTOR am i ENCLOSU11,16,ECONCi�ETE B t ��`K • M(1 bJ-S T N 1-11 • � owxrnT Cw n CERT au►Tnw.,e R T.Ne .Dot a.aA w►.�►t►� itRTtlRAT" ! I IS, qw w) ea 1RaA«t ap qw*If Il O of closet • Q FW TREE STAXWG DETA(l 1 F_ UR _ R ENTRY LIGHT W ENCLOS SEE DETAIL THIS SHEET PVC. DRAINLINE S• 5 V 15 TREE LEGEND • - I.2 MLJLTI I Vw 10 1515 O IT LINE 10 6 ' 1 1 , - 0 , WOR < LI I E _ 9Cn 5_5 ( Z '`1V TI JA _ 24" BOX JACARANDA ACUTIFOLIA JACARANDA EXISTING SLUMPSTONE WALL 5- 5 TRACT NO. 12364- 1 TRACT NO. 12319- 1 CROI� �OYER LE `'" EXISTING SLUMPSTONE WALL _ GRASS SEE HYDROS T TIIsIF EEO NOTE 5 AT 3 :4" P.AL', SHRUB LEGEND ALL SHRUB AREAS TO BE UNDERPLANTED SMP) ; H TROWEL F I N I`,H 1 8 ' J ,, y1 " 'fL . GAZANIA UNIFLORA MITSUWA YELLOW AT 8"O.C. 112" BUIINOSE EDGE rr~ 10 5 nAUS nFNICAi1US BILI C� THE NILE SCALE 1': 20'- 0' TRIANGULAR SPACING. = �• FINISH GRADE -� do'' _ III Ill " .�. "�� - - ` ill p3 REBAR CONTINUOUS PF 36 15 GAL PHOTIIIA FRASERI FRASERS PHOTINIA = 4 5 � 4- NOTES HYDROSEED O S ����� I — PW f2 15 GAL PITTOSPORUM TOBIRA WHEELERS DWARF- Q': "WHEEL ERI" t. at 11/rtAASs 1.'t+s AS D[SIWTto a r1( «s S-u1 i( �� �M N NTS v Z = =II II e °,:: ; • t, . --f---+SATURATE AND COMPACT SO 7 I SUBGRADE TO 90% PRIOR H.Dapsttoto a,ptn(ws. -�T Q�Q.11inl rp-is ;Npi(' tA,nrn un,.,TunnAr �� •6J�-. TO POUR : ►Rt wt sort t« ucoa,•w,[ WITH THE SOIL ►Rn.RAr:a I ' SPR PiGT i 4 o. 5 6[�� *� Ror[. s•WT. AAL 5WACLS. FINISH wOE To 1- EILOW FOR TURF AND GROUND COYER PLANTING, THE FOLLOWING it �' I• ` r,. ADJACENT wk.$, DAIvEWAT$, II(. ROtt ARIAS TD tA►OSE AMENWNTS SHOULD BE UNIFORMLY BROADCAST AND sou a►NtSSIOvS wrr►Ct II F(JXARIIIES. "It LOW SpoTS • PTN BY •ND [T[R IttELuTAAItIEs UGHitT CEA[ AA[A' pAloA To THOROUGHLY INCORPORATED TO A MINIMUt✓ 6 DE HIDNOUCOI . Ow SHALt Arnott rIRISH GRADE rnol 1"S Of ROTORILLER OR EQUAL: TO ►LANT;NG. GENERAL %OnS I iHOROUOtT pits ANr7TtlT ►►nT THE ratOWING HTwosEEo AMT./1,000 SQUARE FEET Nlt t0 All pESIWUT[D ARIAS FOR tuR/G.RAS1 HTDA01[[DING. ctuKosE nsER )o I,S/ 000 SJ. 6 cu. yds. nitrogM stabilized organic aurnd—, nt derived from reflood satrdoist. ROOTBALL tR-ro-o uTdTw ►Hes•HATE T usil000 s r. fir sawdust. or cedar sawgtst GONG. .e MOW STrMRr— � )sou n•o-o sea atus[ r LRSFI000 s F. 1S lbs. 12-12-12 eotttrrclal fertilizer _ 1. AY% Eiw -hint-ht Ptrm i� shall be. d6 tg i neA frets *he Ci tY Ehg;neer , Sot, VA I L* I L S 1 I OOO S.r. - pr.or to cornr+encirlg any Work, ��� Ac GTrsvr iS LRS/1000 s r. THE BACKFILL MIX FOR USE ARO(1N0 THE ROOTML OF C �4C c 4 • _sr7 ' BASIN(to be remove 0Vor st[o Poll PER LEGEND 1Z LIS;TODD S.F. CONTAINER-GROWN TREES AND SHRUBS SHOULD BE PREPARED �L Upon UfV 1e-t%ev% of iv%10AI o►♦i 01'1 q i�o•irtlewahce pec i oA of one hMTAred G� a to end of mohter,ar,ce AS FOLLOWS:`� FINISHED GRADE A. HTDROSCEJ[o uuS swu RECEIVE StrERAL CORstcut1VE qhd C19hty l��� �yS 1LT S requ1VXA Qr�wc Ao tt11A1 otCLpAQhice o� 'the WAICNATE TK DAT or IN[ HTHE FIRST NI AIJOHS, WA tf� TnOLhtri< Sh0.�l IY1Clwdue w SYvgJ weed�hg, SAIORAT[ A spit. AFTER THE FIRS, InIENTI&MO TATER 4 parts by volume nitron soil Wert by the. Cir , Ma 1e. 'Hat a[ A►rLIEo As OFTEN AND IN svrrltlERr nrou«Ts As 4 parts by volute nitrogen stabilised CONDITION' MAT 21 OL' TO Ain 7M( colt RCIST ABOVE, organic awnd■�rnt STc•t''Lgo,'k�oh Cw\ V\3I Mr Sing -tree co0'! bwj1S whirl. Set{iQ be bw ARDUNECESSARY Re0 too rHt ..100OT sT1.1 I As NT Rt r0.�f �erTt�tZtSS9 O.h� o.QQI sn0y Sv►C1� 5fmys 0.5 Olr't r%Ce.SSor-y �r \ Nc(tssAR, ra rNo►u GtRr•INAriaN up ruNr c1owTH. I lb. 12-12-12 per cu. �. of MIX o g � 2 lbs. iron sulfate per cu. yd. of six prover r—wre oan� c�• RAw%\i LrahGt 0ASO i nca vdta 4�� repq+csM PLANTING TABLETS ISET s TME .AROsjw SvstD«ttEIS.I SHAtt Rtu[o AI NoHL -00- +TIRE o. [•onto •A�+s wlrHl. Itol o+Ts or INITIAL •TDNo- THE A�YF MATERIALS SMOl1L0 tE TFiDROUGHR_Y BLENDED PRiOR replaeernen�, c1to,T+%rg ovtA o. vys't�lEvg necessary '4o Ke.Qp the Orrigculiov� 34BELOW GRADE.(no.of � '[[DINE ruATGA►5S ARIAS $H+tt It F►[[ Of RAN( SPOTS S�ISAQ� ►v► �OOd ,Wetrkiv,9 OCatr v+rkh QcOQer coverage. Co Mrnavvmil+nlJp� in F[i Tot>+etR pertp«•Xke+�n!ul ANo ra(+ GtRHIN+r[D PRIOR ro FINAL Act[►rAN([ TO USE FOR BJICKFIII PURPOSES. dAtC �OSc thQ TNyE %Mt_MV\Ce Qt6od Sbw,\1 be o.QFtoved tv�wrri�4 ivvg by -o* i i W.I. M"DWIN [AT r"IN] ss IIGMIREACHES A HEIGHT or oIN' I(LIN RpWINc AT , NI«IMV, H[TG«r Or )•. WIN R r0 L;{ iYtsQe�ke+c, PLANTING BACKF1LLIpudde 9 fAI«r[%A^(E NDIEs row AN.11 0'AT "Dw!K nOVIRI►�NTs LAB WORK PERFORMED BY SOIL AND PLANT Y settle to set plant at finish grade,) ). 1tHaY[ ALL WAS 3/4- DIM AW LANUS IN top r• or LABORATORY, INC. , SANTA ANA OFFICE 1 Q,I. (In cloy soil use sand) $VVAct SOIL IN AREAS To s( s[EotD WITH lu1rGRASs. (714)558-8333, LAB #98125 ON 3/27/87 v�dL3 fog eJo,c�n c,orc4cto \ bl cb � ch�oL`N sMo� - -- - - ->to TURA MIX TO BERRPOSE OF;(903'ffSCUE FOR LEWIS HOMES, TERRA VISTA. -to Q a ct&kkC_Q� dxowk v-� Rha o�va,1 ob-bu�\1 X (90% JAGUAR. dos APACHE) 10%A-'5H Bk%&yras 'ThQ cha�c`t .S b "'9 ROOT BALL DIA. Syst evn, SHRUB PLANTING PLAN DESCRIPTION OF REVISION DATE CITY APPROVfO CITY OF RANCHO CUCr AMON(-j%�►� p SECONDARY GATEWAYS UC. NA ZR SPRUCE AVENUE / BASE LINE ROAD 1• r °` c = LEWIS HOMES _ PLAN PLANTING APPROVED 8Y .. DATE. 0 -> CITY ENGINEER RCE. N0. > DESIGN RECOmMENDED JLand Concern, Ltd. 131V DRAWN 1750 EAST DEERE AVENUE SNE F T SANTA ANA CA 92705 4 of 4 SCALE 1 20'- 0' CHECKED ` (714)250-4822 DRAWING No _- - RCE NO -j"WEEN" DATE — FILE NO ( ^ +