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S89'47'34"E
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IN FLOOD C TROL R/UJ
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NOTE:
1. EX15TING IRRIGATION HEADS
TORO M 5-10 (15')
TORO (15') SHRUBS HE ADS
O w EXISTING RICHDEL BUBBLERS • 533 (1 PER TREE)
REMOTE CONTROL VALVES C2) 2, THE CONTRACTOR S4-4ALL CONTACT
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LARRY BROCK OF S B.C.F.C. (909) 30�-
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� / .� 2893 FOR FIELD LOCATION OF
EXI5TING IRRIGATION MAIN LINES.
� _
/ 3. THE CONTRACTOR IS RE5PON51BLE
FOR MAINTAINING TPE INTEGRITY OF
THE EXISTING IRRIGATION 5Y5TEM FOR
EXISTING
FURP05E5 OF IRRIGATING LANDSCAF-
REMOTE CONTROL VALVES (2) ING IN THE COUNTY R/LJ ON BOTH SIDES
4'k4 88 . 53 OF 4TH STREET DURING THE COMPLETION
OF THIS PROJECT.
! I 12 $Q 3 I EXISTING IRRIGATION CONTROLLER
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IN ENCL05URE (RAINBIRD ESP-4)
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I REMOTE CONTROL VALVE (l) SCALE : 1 "=20'
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IRRIGATION NOTES
6. PROVIDE A MINIMUM OF 18 COVER OVER ALL PRESSURE MAINLINE PIPE AND 12 MINIMUM 14. I NSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR a -
1 . THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW COVER OVER ALL NON—PRESSURE LATERAL LINE. ALL PIPE UNDER PAVED AREAS SHALL BE TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND
DEMAND AS SHOWN AT EACH POINT OF CONNECTION. ALL STATED GALLONAGES IN VALVE VALVE ASSEMBLIES. ALL PIPING BETWEEN THE POINT OF CONNECTION AND BACKFLOW
INSTALLED IN PVC SCHEDULE 40 SLEEVE WITH 24" MINIMUM COVER. SLEEVE LOCATIONS SHALL
CALL—OUTS ARE ROUNDED UP TO NEAREST GALLON. THE IRRIGATION CONTRACTOR SHALL PREVENTER AND/OR VACUUM BREAKERS SHALL BE OF MATERIALS AND INSTALLATION METHODS fI-n `
VERIFY THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION. BE INSTALLED WHERE INDICATED ON PLAN. REQUIRED BY THE LOCAL CODES.
REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE PLAN AND THE 7. THIS DESIGN IS DIAGRAMMATIC. ALL ELEMENTS SUCH AS PIPING, VALVES AND CONTROLLERS
ACTUAL AVAILABLE PRESSURE TO THE OWNER'S REPRESENTATIVE. IF THE PRESSURE SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN 15.ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE
DIFFERENCES ARE NOT REPORTED PRIOR TO INSTALLATION, THE IRRIGATION CONTRACTOR PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SPECIFIED.
SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. PLANTER AREAS.
16.THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVESCITY
2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS 8. ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUNDCOVER AREAS FOR OPTIMUM COVERAGE WITH NO OVERSPRAY ONTO HARDSCAPE SUCH AS WALKS, STREETS, NO• DESCRIPTION OF REVISION DATE APPROVED
OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS. GRADE DIFFERENCES IN THE AREA WHEREVER POSSIBLE AND WITHIN 18" OF THE HARDSCAPE. ALL QUICK COUPLER VALVES WALLS AND BUILDINGS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE
EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS LOCATED IN TURF AREAS SHALL BE INSTALLED IN 8" DIAMETER GREEN PLASTIC VALVE BOXES. SITE CONDITIONS AND REGULATING THE PRESSURE AT EACH VALVE TO OBTAIN THE OPTIMUM CITY OF RANCHO C U CAM O N GA
OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED OPERATING PRESSURE FOR EACH SYSTEM.
REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED. THE IRRIGATION 9. FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY OWNER'S
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. AUTHORIZED REPRESENTATIVE. 17.THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR. ANY
DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION PLAN
3. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL 10. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATIONS SHALL BE PROVIDED BY IRRIGATION CONTRACTOR AT NO COST TO THE OWNER.
GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. HE OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE
SHALL REPAIR OR REPLACE ALL ITEMS DAMAGES BY HIS WORK. THE IRRIGATION CONTRACTOR ELECTRICAL SOURCE TO THE CONTROLLER. 18.REFER TO RAIN BIRD 'PCS' PRESSURE COMPENSATING NOZZLE SCREEN SELECTION CHART FOR H E R M 0 S A A V E / 4t
I I ST .
SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND APPROPRIATE RADIUS AND FLOW CONTROL , WHEN APPLICABLE. I
INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH OR UNDER HARDSCAPE SUCH AS 11 . ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER OF #14
WALLS, ROADWAYS AND PAVING, ETC. DIRECT BURIAL TYPE. USE BLACK INSULATED WIRE FOR CONTROL AND WHITE FOR COMMON. 19.REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION.
4. ALL MAIN AND LATERAL LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING WHERE POSSIBLE. BUNDLE 20.ALL TRENCHES SHALL BE BACKFILLED EXCAVATED MATERIALS FOR BACKFILLING CONSISTING
IN SEPARATE SLEEVES PRIOR TO PAVING INSTALLATION. MAIN AND LATERAL LINE SLEEVE SIZE AND TAPE TO PIPE AT 10 FOOT INTERVALS. OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS, FREE FROM LARGE APPROVED BY : DATE : `
SHALL BE SCHEDULE 40 PVC AND A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE CLODS OF EARTH OR STONES.
SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SCHEDULE 40 PVC AND SUFFICIENT SIZE FOR 12. ALL SPRINKLER EQUIPMENT UNLESS OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED CITY ENGINEER (,(G{ ���,�� R . C . E . b. '24x53
THE REQUIRED NUMBER OF WIRES. PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. NOTE:DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED. SOME
SPRINKLER HEADS REQUIRE THE INSTALLATION OF AN ANTI—DRAIN VALVE IN THE RISER NIPPLE DESIGN RECOMMENDED
5. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS THE IRRIGATION 13. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF TO PREVENT DRAINAGE . DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL
CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES SIZE SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE INSTALL AN ANTI—DRAIN VALVE AS REQUIRED AT ANY SPRINKLER HEAD SHOWING SIGNS L GB Cathcmt/Begtn Aasociates, Inc. ARY
88 APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE
WHEREVER NECESSARY. TIME OF SAID REJECTION. DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FORM AN ON TO OFF POSITION. DRAWN Loldle o.we e e t tww a�o""r,y SHEET
a INSTALLATION OF ANTI—DRAIN VALVES SHALL BE INCLUDED IN THE BID PRICE WITHOUT
ADDITIONAL COST TO THE OWNER.
CB s 6=0a,,,,y. aZO 33
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PLANTINCs LEGEND
TREES
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BOTANICAL NAME NAME
COMMON
I S89 47 34
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iPNUS CANARIENSIS CANARY ISLAND PINE
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FLOOD Ci I ROS. R/UJ KOELRETER U IA BNNIPATA CHINESE FLAME TREE
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KOELREUTERIA BIP ATA GREVILLEA ROBUSTA
10' TR INKS 40' HICsH
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PINUS CANARIENSIS NOTES:
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I ALL EXISTING RIVER ROCK TO ME CLEANED REINSTALLEDLED88 . 5
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IE E RE INDICATED IN THE NEW A AS AS IN ICATE ON PLAN AFTER AREA
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HAS SEENREGRADED (
AID FLAT ON TOE' OF GRADE
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IN5TAL UNDERD
RIVER R
ROCK ,45
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BOX— CINESE FLAME —TREE __—__._—_—_ — _.__ --- _ __ __ ____________—. _ SCALE : 1 "=20'
I JRIVER ROCK'l EEL D
AS 6' TO 12' EAC1-4 (Tl'PIGAL) I
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PLANTING NOTES
L THE CONTRACTOR 514ALL MIANTAN A Q UALIFIID SUPERVISOR ON TWE SITE AT ALL TIES DURING CONSTRUCTION*0 THROUGH COMPLETION OF MAINTENANCE WORK I CONTRACTOR WILL BE RESPONSIBLE TO REVIEW THE CIVIL ENGINEERS DR ONG5 FOR DRANAGE LOCATION,DRAINAGE WALES,AND CCNTOUR GRADE. CONTRACTOR WILL EE WELD
FESPONSIBLE FOR ANY DAMAGES DUE TO MODIFICATIONS OF THE FIELD CONDITIONS AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE OUNER OR
2. THE CONTRACTOR SHALL YERIFT ALL PLANT MATERIAL QIJANTITIES AND PROVIDE TWE OWWER OR OVINES REPRESENTATIVE WITH INVOICES PRIOR TO INSTA-LATIONI PLANT MATERIAL
6AJANTITIES ON THE PLAN ARE LISTED FOR THE CONVENIENCE OF THE CONTRACTOR ACTUAL NJMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY ENUMERATED. OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.
3 THE CONTRACTOR SHALL MJWIS14 AND PAT FOR ALL CONTANER GROWN TREES,SHRUBS AND VINES,INCLUDING SEEDED AND SODDED TURF,HYOROMULCHES AND RATTED GROUND 10• BACK FILL IS AS FOLLOLI& 113 SAND AND Ira GRO-MULCH SOIL EXCAVATED FROM PLANTING PITS MAY BE ALLOWED AS PART OF THE BACK FILL MIX ON THE CONDITION
COVERS. THE CONTRACTOR WLL BE RESPONSIBLE FOR THE COST OF TWE PLANTING,THE SPECIFIED GUARANTEE AND THE STAKING AND GUYING OF ALL PLANT MATERIAL. ROCKS I'OR LAJRGER ARE REMOVED. PLANT TREES AND SHRUBS WITH FERTILIZER TABLETS. FERTILIZER TABLETS SHALL BE AGRIFORM PLANT TABLETS(20-10-5),21 GRAM l3lANTTTTES
AS FOLLOU&
TABLETS � �
4. ALL PLANT MATERIAL SHALL DE APPROVED AT THE SITE BY THE LANDSCAPE ARCHITECT OR 00-ERS REPRESENTATIVE PRIOR TO INSTALLATICK ALL PLANT MATERIAL II�NCH IS I NO CITY
.
REJECTED SHALL BE RETURNED AT NO COST TO THEWNE
OR 5 GALLON I GALLON TABLETS DESCRIPTION OF REVISION DATE APPROVED
15 GALLON 5 TABLETS
5. GROUND COVER PLANING SHALL 19E
E CONTINUOUS UNDER AND ARIOND ALL 9IH.6 AREAS. ALL AREAS WHICH DO NOT RlrCENE GROIJrD COVER SHALL BE COVERED WITH 3' PLACE TABLETS AT HALF THE DEPTH OF TWE ROOT BALL CITY OF RANCHO CUCAMONGA
MINIMl1 THICK BARO MULCH. IL CONTRACTOR TO INSTALL 36'BOX SIZE ROOT BARRIER ON ALL STREET TREES.
6. WERE PERENNIAL DEEDS EXIST ON SITE AT THE WGMNING CF WOK CLEAN AND REMOVE THESE EXISTING WEVS ST MOWMG OR GRUBBING OFF ALL PLANT MATERIAL. 0. CONTRACTOR TO INSTALL TREE ROOT BARRIERS ON ALL TREES PLANTED WITHIN 4'OF ANY"COSCAPE OR BUILDING ST'RUCNRES. PLANTING PLAN
UPON COMPLETION CF SOIL PREPARATION AND PLANTING OF ALL SPECIMEN TREES,BEGIN WEED ABATEMENT PROGRAM BY APPLYING 100 POUNDS CF COMMERCIAL
FERTILIZER 46-0-0 PER ACRE PER MANUFACTURER'S INSTRUCTIONS. WATER ALL AREAS FOUR(4)TIMES DAILY FOR FOURTEEN(14)CONISECLMVE DAYS UNTIL DEEDS SEEDS S. CONTRACTOR SHALL NOT INSTALL ANY TREE WITNN 3'OF HARDSCAPF OR WITHN 4'OF BUILDING STRUCTURES. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT IF T1ERE ARE ANY H E R M 0 S A AVE . / 4t h S T .
HAVE GERMINATED. CEASE WATERING FOR TR
EE(3)DAYS. SPRAY A NON-SELECTIVE NON-RESIDUAL SYSTEMATIC HERBICIDE TO ERADICATE GERMNATED LLEEO5. DISCREPANCY BETWEEN LANDSCAPE FLANS AND EXISTING SITE CONDITION
LET THE WEEDS DIE WITHOUT IRRIGATION FOR A MNI'T.PI DEPTH OF 1/4 INCH BELOW TWE SURFACE OF THE SOIL IF STUBBORN AND RESIDUAL WEEDS(IP.BERMUDA GRASS)
k CONTRACTOR TO INSTALL PLASTIC ARBOR GUARDS ON ALL TREES PLANTED M TWJRF AREAS.
PERSIST,ERADICATION PROCEDURE SHOULD BE REPEATED. TWE TYPE OF WEEDS THAT EXIST SHOULD BE IDENTIFW AND COORDINATED OTH AN APPROVED LICENSED
PEST CONTROL ADVISOR TO ENSURE COMPATIBILITY UTH CHEMICAL AND SEASON OF APPLICATION. DO NOT USE MATERIAL OR METHOD THAT WOULD ADVERSELY EFFECT NEW S. DUE TO THE LIMITED SIZE OF SOME OF THE PLANTING AREAS ON THIS PROJECT,ADDITIONAL MAINTENANCE AND P"Wj MAY BE REQUIRED. ALL PRUNING OF TREES SHALL BE 100,
PLANTINGS OR HYOR05EEDING. DONE UNDER THE SUPERVISION OF A CERTIFIED ARBORIST TO INSURE PROPER TREE GROWTH AND THAT TREES GROW TO CONEOR'1 TO THE CONSTRAINTS OF THE SITE. APPROVED BY : DATE : 4.�" e;i
I AFTER ALL SOL NAS BEEN IMPORTED TO THE SITE AND ROUGH GRADING COMPLETE,00 BEFORE SOIL PREPARATION,THE CONTRACTOR WALL RMI N A COPY OF SOIL TESTS FOR 16• CONTRACTOR SHALL INSTALL SODDED TUW ARE AS PER ASAP(AMERICAN WO PRODUCERS ASSOCIATION)GUIDELINE SPECIFICATIONS. CITY ENG I NE E R . C . E . NO .< 24953
AGRICULTURAL SUITABILITY AND FERTILITY(PREPARED BY A CALIFORNIA ASSOCIATION OF AGRICULTURAL LABORATORIES MEMBER)TO TWE 004ER AND LANDSCAPE ARCHITECT. I1. SEE BOCK FOR PLANTING SPECIFICATIONS. DES I GN RECOMMENDED
g Uk ROTOTILL TWE FOLLOItN' _Apd
ANG ENph1ENTS INTO TWE SOIL AT RATES INDICATED PER 1000 SQ FT.(THESE RATES ARE FOR BID PURPOSES ONLY. ACTUAL RATES ARE TO CORRESPOND IS. A 21-DAY WEED ABATEMENT PERIOD TILL BE REQUIRED FOR ALL CITY MANTANED LANDSCAPE AREAS. GOCQthCart/Begln A3JOCl8tCS, Inc.
8 TO THE SOILS REPORT). It GUARANTEE SNI;VBS°J0 DAYS - TREES I YEAR:FROM FINAL ACCEPTANCE. DRAWN ��� �6 ��� SHEET
v 4 CLL HAV
YDS. NITROGEN STABILIZED SAM"T 20. ALL CUT SLOPES GREATER THAN 2:1 OR FILL SLOPES GREATER THAN 3:1 SHALL E.ANTE MATTING. Ce IN s ow"SI,U, o w"q•, q2m 21
I � 33
150LBS GYP"
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V; CHECKED ---- •�erte fn I f!1 S�7 ier••e(7t) -liTi DRAWING N0.
` 125 LBS CAO-POWER PLUS
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Umm lwuc rAv/'EER,4aR NOTtt,TRIRIC44mis AND SAC1 PUNS O Al w'RpUND VALVV WX
24• I. STAINLESS STEEL ENCLOSURE. PLASTIC VALVI!Dox WTTH OTMeR 6144 U l EE PSR 6TAWARD"C■ICATION 11C."81RAND110 ON WD R.AISTtC VALVE sou MTM I.oacmw
6OCKM2. WALL MOUNT AUTOMATIC FINTIM 42RADf LID DRA11oeID Ib V.' •"111N NON•rRseel M1ft Lma MJIM4&RADE 4DONRRax � f1RANDW�C47,," TION�ur�psR
CONTROLLER �) L�
2 3. ON/OFF DISCONNECT SWITCH W/ PMIW bRAoo 4SKIICIC COUIRmIb VALVE EIPINH 6RA7f 4 1 T 3
110 VOLT GROUNDED OUTLET.
GUICK(IlhATALL!' ILMA1111014V AdRA016
4. MOUNTING FLANCsE W/ BOLTS IN 6F41RUD ARSA6) 9NAR-TMr A.�CTRTCAL
TO BE SET IN b' MIN THICK 4lATE VALVE
3 CONCRETE PAD.
4+S RVG.
b. FINISH GRADE. � `;. .r. •..•' Li
• lTWO )
BMRL
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DN!!CT suRIA1
ONE f11 CJe.am,CRU644eD ROCK
•. 110, v ELECTRICAL SERVICE M �-LOW•YOLTAW S
8, 4 RIGID CONDUIT SLEEVE TO I
POUJER SOURCE PER LOCAL E39
CONITROL On RVG sew.�wow
ip '41MIN' g CODE. ASeL E • i TWO(7)RVG.STREET KJAGWOILIN LEGEND
1. 2- 3' DIA. PVC. SCH 80 LONG ON RAH I•MK CLAM G"MAC1a1u .:;• - RVG S eo NP#Lt 1. BRASS 90 DEG ELL ITYP).
- SUJEEP ELLS FOR LOW VOLTAGE RVG.rumlmR .• 2. BRASS NIPPLE 4' MIN LENGTH (TYP).
CONTROL WIRES AND COMPUTER MNIM{J1 BA41e?ILL IRATM RVG TEE 3. BRASS UNION
ACTON et
E -
4ip'1p 6►44LL 64DE
� HARDWARE.
4.FINISH GRADE.
b
NOTE, b.FROM DINT OF CONNECTION -
R O ADAPT
S. I/2' X 54' COPPER GROUNDED
l ALL PLASTIC Iw*ma TO N INAIC�D N TRt�1eS AS REQ D.
ROD. CONNECT TO 110 VOLT I.MJ•Du 4 TA1•,t VRIN*AT W INTESRVALS Tw calc PO R� ' b. TR4INER W/ 60 MESH MONEL mm �a,�,��w
�\ EWALL
�.CN A L006�2m"LOOP M WIRRJb AT ALL
COt OP DIIl WAW �iTEE TiYN AI.
OUTLET PER MANUFACTURER'S . . � .�, imniro BY wrx cooee ae
RECOMMENDATIONS. 0�. �TR `On ON
ALL W����MeN MAS 1. HOSE BIBS. 64ALTW Dt1•A,m'lHT. VTRFT
11110 GJDIC ROOT OF �� p.VG.MAL/ADA*T� A N6TALL ALL CONTROL WIRII ON T}4e�SDf Or TNS MAMLA�piP[ �a�n•ie.•Ts nefae To
8 ftA,dRAAL . . (2 11IMMIRSO) D.W IRRIOATION 6PWIPICATION6 POR BAC,P"ArlZ COMPACTION R MIRMNM R.Y.C.MAN Los RVG.1111011110,40 C. CONCRETE SLAB `yAUAT
6.npe DIF—W POR 2 14'AND LAR VR WALL OE 36"MINIMUM. RvG.MANAM NIPRJf 8. TO IRRIGATION SYSTEM.
NOTE: "TALL VIALY1 BOX W THAT T►+S TOIL OF COVER 1.P"06f rN FOR V AND SMALLER WALL ME 24'MINMJK 10.ALUMINUM ALLOY ENCLOSURE BY
IS V ABOVE PNIb4 ORADo N dIOWD COYSIR ARSAb. S•RPS DVN'TN POR NON-rR6ee+"LATERAL 6IN116 6""WE C'MMIKIM. RVG.no STROWSBOX MODEL • 555C-45AL
I RP7 De>PTW POR ALL LINK AZOR PAYWIWT WALL W 36'MWMIJIM 2'X 4 MtIQC/I pwVALVE SOX
NOTE: WALL*"PROM NNAMW ADJAeEW PAVM AREA CONTACT PTO • 1949)831 FOR
FOR ADDITIONAL INFORMATION.TION.
F CONTROLLER E GATE VALVE DI TRENCHING ClQUICK COUPLER BI REMOTE CONTROL VALVE A BACKFLOW DEVICE
norm, ALL COLLAR r a To w I61.oP�1RIeER6 TO•r• rc Pmnw LEGEND omw a%am
.,p • • .�7 •. .p s' ,1 o AIROlI3�MANTRIM2 a ave Wr Pop UP ROTORS AT TOe L POP-UP SPRAY HEAD. ALL WADS TO BE KEPT AADJO1NNt1 HARDSCAP I
4 3 MINMJM OF 2'FROM ANY 14AFOECAPE SURFACE. musaLER
MM V1'REIN WM C ILLAIR
COL
LAR 2 L FINN GRADE
!3 REGYD 7 I — }SASH ORAZ>t 3. PVC SC44 W RISER
SET TOP OF ROOTBALL 1' — I 4. PVC Scl•I 40 TEE SxSxT OWCK VALVE
WATER SAWWQ'-4'NRR7LIZEp — S. PVC LATERAL LINE-SIZE AS NOTED
&=`"'P MICA Ro,ovE I =1 I 1=1 I 1=1 I I 11=� i. In'SC4ED.W NIPPLE '
ONCE PLANT IS ESTAOLISNED I —I — 2 >r KIT-LOCIc•a+1Lv!�Y�DE # (WtTW c.►4�AV
FINISH dRADE UT DIA WHITE PVC PIPE IMT1412 12 GAIL-# ��� � �_ (LENGTFI AS REQUIRED) }
CA'P GALVANIZED WRE 4 5'TiIRd�UpCLE III— ... .
2W'D'IA.SRm"m
I9ACI�ILL 4' SIDE VIEW —1 I I r. FnP%P RoTm ANOWM 24'D.r R'�'bc�4.M A.L 11�
- _I I I I �I I I-I 111=I 11 I 1=1 11I=� 1 I I, 111=1 I_ - , !STM V„L,,, LATERAL oR MfALM PIM .TRS
BILL
., I-1 I —� � .•. w Pvc Rr�R ANCHOR AT w'OG.MILL
• —III ' APPIaveD DEAD MM fI TPJ END VIEW nAWLWE Pn"E pwVL 6Ow�.40 rl1 AND (LEZT14 AS RE00 ED) n ; fLNOT►4 PVC TEE
AS NAM-OW)
61ReeT IILL &ON VIEW
pmw MUM Y RVG.M1lEE*ISL
PVC LATERAL NE
6AG�ILL MTX PER NOTES
• P.vG 6eh M NP�pLt
- �I- _ LEGEND rLENaT4+y 44I/dJIReD) 6 FNISN GRADE TIE!N LATERAL
i GIRO FOIIER FERTILIZER TAELETS. V 1lCAff ff6'Le417T14/
APPLICATION RATES PER TABLE WTALL TO A DEPTH OF 24' RVG.6TReeT ILL 3
2 TIMESA REFER TO PLANTING NOTES (D ALIER%IE SRM LITE v \
OF FOOTBALL 2 EA 4'PERORATED PVC DRAW LATERAL PIPE M LATERAL
3
PIPE.IURAP UfILTER FAMIC. SLIP THREAD MALE ADAPTER NOfE17—
EXTEND 4 IN.ABOVE FINIS�4 c,RADE. GALVANIZED STREET ELL 41 90 PM ELL Losed"p1PE 4 �
w 4$1 SCH 40 GALVANIZED PIPE *0 SEE PLAN FOR PIPE 92. � RVG LATMAL
waw IS 04 REBAR(36'LENGTH)
,�., •, INSTALL TO A DEPTH OF 24' RvG LATERAL
• a' *A 1esA1e
-wuvw R"r 5 MIN.
L TREE GUYING K I V-DITCH PIPE CROSSING JJROTOR SPRAY ON SLOPE 11 POP-UP SPRAY HEAD HI BUBBLER ON GRADE G POP-UP ROTOR
I. SIC-BARRIER INSTALL PER •c o • y7� 2.0�� o
MANUFACTURES RECOMMENDATIONS. ac'� c••� o .,� o o t 8 y �o MWVALIi'f w
2. ROOT BALL '; - p O, j0 7
3. BACK FILL (SEE TREE PLANTING DETAILS) ' ' • ' ' ' o
z-LOC a Z-LOC TR31tf IM"TMTIE'•WRAP WINE AN8711b
4. FIN I SN GRADE OUTSIDE
E of STAKE PER E BELAcn Toa
RIVER ROCK 5. GRAVEL FILL OR YOKE OF�LOW PaER MAANIDE OFF C7 RE's REC�a•nT�aT�
�\ PLACE BELOW BRANCHING YOKE OF TREE
WEED GONTRO LODr+lPOLE PINE STAPT&
o
2 FOR!•GALLON?4'WK FOR 5 GALLON
FABRIC
.40, ROOMr Aeon X14 2 FOR T5 GALLON/14'BOX
ORADE WSTALL 4'NITRIZE
OLD WOOD
",1114TOR
NIP MLG1 SET TOP OF ROOTBALL P AWYE F1NW
� „E BASIN) qONCE MAW M GRADE. INSTALL 4'NITROLIZED WOOD
4 - E8TAM04ED PER LANDSCAPE A C34 DIIICT►ON MR CwP 1'ULCR
GRAD
2 romee 1tRTtrm1R TAeLEYs
WATER"IN
r�L�a�3G�APE A�I�N IS
RECTION
APPLICATION RATES PEa TADLE. RQER .,,� y,.
( TO RANTIYa NOTES. _
/ X ANLL Mitt RR NOTES x � �PALER FERTILIZER TABLETS.
I. APPLICATION RATES PER TABLE. REFER
TKe SOIL 6UEN21RADE E R I TO RANTING NOTES.
EXCAVATE TO CORW&CT "
FOR PLANTINrs CARFY BOTTOM df .'
PRODUCT: ' 6 MK TO ENSURE ADEQUATE DRAINAGE
/ / / /\
BELTEC 30'1 //�\y// / / 6a�LE OFF Prr EXcavATaN eAc+�ILL rmc PER NATES.
\\� FOR HEALTHY GINOUJTN OF PLANT.
WOVEN WEEDBARRIER FABRIC / // �// // , 5 e GOAL-x:! � l l NATIVE
EXCAVATE TO COWISGRADRRECT WEr-*W
24 DOX--X.IY U FOR PLANTING.SCARIFY BOTTOM
M!l
PACIFIC SOIL STABILIZATION � � /� 8:4- LE of PIT EXCAVATION TO ENSURE ADEQUATE DRAINAGE
� � � � � FOR HEALTHY GROWTH OF PLANT.
1219 WEST STOWELL ROAD 'A' /�// / // // // / // // // /.� 5 GAL15 GpAL x • 6
SANTA MARIA,CA. 93454 '��' ./��/ /i / � / �• 24 BOX x Xa 12'
1805)925 1131
3
R Q P WEED BARRIER FABRIC 01 DEEP ROOT BARRIER NJ SLOPE TREE PLANTING jMj TREE STAKING
CITY
NO. DESCRIPTION OF REVISION DATE APPROVED
c
CITY OF RANCHO CUCAMONGA
fofc;o IRRIGATION & PLANTING PLAN
HERMOSA AVE . / 4th ST .
APPROVED BY : DATE : "'
CITY ENG I NEE �� R .C . E . NO. 24953
a_ DES I GN RECOMMENDED
DRAWN CN2tb4:•art/BeBi><► NI!lSOC38t4'a, Inc. SHEET
Ladmme AicIit•e>uv!Lad P*m Vq
Ce 1m s Sr/ar«L &wq& 0%vies 22 33
a CHECKED TdlOeM(714)!I'1-Mll ►«*+Ee(n4)7►►-+R/7 DRAWING N0.
V U T S G8 cm ws , =w1735-L