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HomeMy WebLinkAbout002 INOB Lake Elsinore- Landscape Plan I LI ALLAN STREET t 26® \3 2 3 2 --- 1 1 - \ 2 2 1 g - _ 3,.,.,.2 B7 TYP. TYP. II C e A � C�I43 0f —2•W �1 I LANDSCAPE CONSTRUCTION LEGEND Pi I SYMBOL MATERIAL MANUFACTURER SQ.FT. COMMENTS DETAIL/SHEET a ( 011 A C�3 3 — c D ' FOREST FLOOR MULCH-3" AGUINAGA GREEN +/-11,146 S.F. OR APPROVED EQUAL CONTRACTOR ----- ED E i P. --------2'VOH------ 9 'V NO SYMBOL 2 0 3 ED E O SHOWN THICK MULCH LAYER TO BE TEL:1.877.00.MULCH TO SUBMIT SAMPLES FOR APPROVAL G'_ B �� INSTALLED IN ALL PLANTERS OR APPROVED EQUAL BY IN-N-OUT REP,AND LANDSCAPE 10 ® I WITHOUT DG OR ROCK. ARCHITECT. AMBER CLOUD WITH WEED BARRIER AS DECORATIVE STONE +/-2,913 S.F. OR APPROVED EQUAL.CONTRACTOR DETAIL G-SHEET LPDA 2 \ SG I O INDICATED TO RECEIVE 4"TO 8"SIZE ROCK. SOLUTIONS TO SUBMIT SAMPLES FOR APPROVAL 2 TYP. I CONTRACTOR SHALL INFILL JOINTS WITH " PH:800-699-1878 BY IN-N-OUT REP.AND LANDSCAPE I Q y" MINUS CALIFORNIA GOLD CRUSHED STONE ARCHITECT. 3' /2 ® I 4"S \ 4"S O 6"X6"CONCRETE MOW CURB DETAIL F-SHEET LPDA \ I �2 2 0 4.W �® \ n O -------- STEEL LANDSCAPE EDGING COLLIER METAL SPECIALTIES OR APPROVED EQUAL.CONTRACTOR DETAIL I-SHEET LPDA 2 6"W I ® \ --��oC,D/L PRODUCT 1007-5-10'X 3116"X 5" LTD TO SUBMIT SAMPLES FOR APPROVAL '1 STEEL EDGING-TRADITIONAL EDGING. TOLL FREE:1-800-829-8225 BY IN-N-OUT REP.AND LANDSCAPE \ TYP BY COLMET OR APPROVED EQUAL WWW.COLMET.COM ARCHITECT. Z I \ rTIE COLOR:BLACK W ) \ a 1 1 3 \\ p j'I \ S TYP LANDSCAPE BOULDER LEGEND OF ABBREVIATIONS 10 \ 3 A SYMBOL BOULDER# SIZE MATERIAL MANUFACTURER COMMENTS DETAIUSHEET /R/W R \ I O O 2 1 ® 1 V X 2'X 3' BOULDER/COLOR: DECORATIVE STONE CONTRACTOR TO SUBMIT SAMPLES DETAIL H-SHEET LPDA )1 — \ , I 01 AMBERCLOUD SOLUTIONS FOR APPROVAL BY IN-N-OUT REP. 3 PH:800-699-1878 AND LANDSCAPE ARCHITECT. 2 — ® — I I \ I ® 2 2'X W X 3' BOULDER/COLOR: DECORATIVE STONE CONTRACTOR TO SUBMIT SAMPLES DETAIL H-SHEET LPDA 1® TYP. AMBER CLOUD SOLUTIONS FOR APPROVAL BY IN-N-OUT REP. 1 I \ w - ® \ D PH:800-699-1878 AND LANDSCAPE ARCHITECT. PR 3 S p 1�i \ 10 2STEEL ® 3 3'X 3'X 3' BOULDERI COLOR: DECORATIVE STONE CONTRACTOR TO SUBMIT SAMPLES DETAIL H-SHEET LPD.1 AMBER CLOUD SOLUTIONS FOR APPROVAL BY IN-N-OUT REP. R \�31 III \ EDGE PH:800-699-1878 AND LANDSCAPE ARCHITECT. NOTE: 3 III O ® ® >A CONTRACTOR SHALL CONTACT IN-N-OUT PERSONNEL FOR FIELD LOCATION OF SAID BOULDERS.REFER TO BOULDER DETAIL. 1 I ® \\ ® BOULDER PLACEMENT(GROUPINGS)SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT. a ® 2e ® 2 I BOULDER CALLOUT i'. 2 ON CF CONSTRUCTION ELEMENTS REFERENCE BOULDER REFERENCE /`/O 1 •1 e1�e v e a �NUMBERPERLEGEND REFER IN CIVIL INCLUDING NOT LIMITED HARDETAILS FOR SITE CONSTRUCTION RELATED ® ITEMS INCLUDING BUT NOT LIMITED TO HARDSCAPE,WALLS,FENCING,ETC. iI P BOULDER D 2 II II II I S EEL p 3 1m II 1j LL——JJ EDGE ai®/ TYP I ——— J I u * I I I NOTICE TO CONTRACTOR BOA J[*"UT 2 I —— I I THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES�1 TYP ,k L SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS.TO THE \ __ BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON j 3 % 3 C D THIS PLAN.THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO / —— — PROTECT THE UTILITIES SHOWN,AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON 1®®p ®\1 I BP' J LOC,D/L THESE PLANS.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF AND ANY —� DAMAGE TO THESE LINES OR STRUCTURES. ®2 2 2 2 ,4y ,1 4 ® — / 1 1. THE CONTRACTOR SHALL EXCAVATE INSPECTION HOLES(POT HOLES)AND DETERMINE THE — LOCATION AND DEPTH OF ALL UNDERGROUND STRUCTURES AND UTILITIES THAT ARE BEING 0 3 3 I ® ? TYP. JOINED WITH NEW IMPROVEMENTS,ARE IN THE VICINITY OF,OR THAT MAY BE AFFECTED BY 1 1 I 2 F a, TY . I I Ty TYP. ® 2 A THE PROPOSED IMPROVEMENT WORK PRIOR TO THE START OF ANY CONSTRUCTION WORK \2 ® • A C B WHICH COULD DAMAGE OR CONFLICT WITH SAID STRUCTURES OR UTILITIES. / —— O TYP. 3 TYP. � � THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY ®1 2 2 3 3 6 ®20 3® 10 62 L———— 2 3 B \ D FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, 3 \� - 1- 3 2 , --, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY:THAT THIS REQUIREMENT SHALL _CTV 2 .- -e__.-- 2 3�— g— � �1 _/_ = 3 2 ® �01 j APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE 3 2� 3 3 ® 2 3 ®,2 2�1� - 1 �31 _ CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER \ — HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. v /y CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE FOR,UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.ALL CHANGES TO S THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE T PLANS. !. VMWD 8"PVC S _8•PVC S— — �Y PLAN VIEW SCALE:1":20'-0" 20' 10' 0' 20' SCALE:1":20'-0" GRAPHIC SCALE LANDSCAPE ARCHITECT: pWSCAPE W �ym BPA� Dg�3D,,0 k5 C o,a LANDSCAPE ARCHITECTS T9TfOF CA L\FOp�P BRANDON PETRUNIO&ASSOCIATES,INC. iTEC. D-ig,,Studio:301 N.San Di—Ave.,San Dimas,CA.91773 Corp Office:15699 Cherry Leaf Lane,Fontana,CA.92336 T:(424)235-8940,M:(951)312-9943,E:brand..@bp.I. ..m DEVELOPER: Underground Service AlerTAPOGEE PROJECT NO.221350 CIVIL ENGINEER: IN-N-OUT BURGER LANDSCAPE REVISIONS OFESS) MSL �oPR L oW IN-N-OUT BURGER ' ` Call: Toll Free ENGINEERING, INC. yes. "�GP�yc NEC OF DEXTER AVENUE AND CONSTRUCTION PLAN 13502 HAMBURGER LANE CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT CRANE STREET BALDWIN PARK,CA 91706 Q 301 NORTH SAN DIMAS AVENUE,SAN DIMAS,CA.91773 No.3a3az INN OUT CONTACT:JEFF BRYANT TWO WORKING DAYS Architectural Partners (909)305-2395 FAX(909)305-2397 LAKE ELSINORE, CA 92532 e_BURGER PHONE:(626)813-8275 BEFORE YOU DIG Q 4m1.+a�.. �/� �T''F c CAL &eP ��. 1B]USONX7-1.D,SUITE 35) m � (� /� 05-20-2024 OF CpG\f ADOIBDN,Tx�eool PH:H89)— MARK S. LAMOURE X R.C.E. 38382 DATE a ALLAN STREET IRRIGATION MATERIAL LEGEND EMISSION DEVICES SYMBOL MANUF. MODEL DEGREES TYPE GPM PSI RADIUS DTL.REF. BUBBLERS __ - _� _ __ F 9E BOWSMITH FD-2010 360 LV BUBBLER 1 GPH'6 30 N/A J&K/SHEET LID.2 ( INSTALL 1 BUBBLER PER SYMBOL,2 EMITTERS PER SHRUB III I art i��' I v2 i + SALCQ SLV-PSTM-CV-1 360 LV BUBBLER 1 GPH 30 N/A Q&R/SHEET LID.3 INSTALL 1 BUBBLER PER SYMBOL,1 PER SHRUB 7 ❑ to BOWSMITH FD-2010 360 T.BUBBLER 1 GPH'6 30 N/A J&K/SHEET LID.2 � I I i I I✓ i1 1 I I Al2 A21 -., INSTALL 1 BUBBLER PER SYMBOL,1 PER PANT,SPREAD OUT TUBING EMITTER AROUND TREE ROOTBALL. B/SHEET LPD.1-p•W o i1 iJ j I ' 2 1' 20 1. BOWSMITH FD-2010 360 PT.BUBBLER 1 GPH-6 30 NIA J&K/SHEET LID.2 -2"W l I 1328 SOFT 579 SOFT mew, B/SHEET LPDA g {IIIII 31N'" ___ ___ F ® p� ) INSTALL 1 BUBBLER PER SYMBOL,1 PER PLANT,SPREAD OUT TUBING EMITTER AROUND TREE FOOTBALL. { 11 1"I j - _ =Q �' DRIP TUBING L's _f --FT�EL NETAFIM SHRUBS TLCV6-1810 LINEAR S.BUBBLER .6 GPH @ 18"OC 30 N/A L-P/SHEET LID.2 114 I ,�a1 III 1 F -_ ED1 MP.DRIPPERLI TURF TLCV6-1210 .6 GPH @ 12"OC NEW/CHECK VALVE. 'NES SHALL BE SPACED APPROX.TURFOAS SHOWN PER P AN.HEADERS(SUPPLY&EXHAU T)SHALL BE 3//4 PE UNLESS OTHERWISE NOTED.CHECK i VIALVEC PVC P IIIII III 112 SOFT ---- I p �� HOLDS BACK 4.6'OF WATER(HCVXR 8.5'OF WATER).ALL FITTINGS SHALL BE TECHLOCK AS NEEDED. TI ! I IIIIIII II,. l it 1,t� NJ I IIIII II 1"" A9 50 SPRAY HEADS I i I I i I 9 1 0 HUNTER PROS III IIII IIII II V I 1 IIt IIQi \ j I I PROS-OB-PRS30-CV-SQ 90 POP-UP 24 3 8 SHEET LID.2IHMI O6-PRS30CV-8H 180 POP-UP .47 3 8 SHEET LD.2I I I ib I III -'S},204350FT a HUNTER PROS -PRS30-CV-SF 360 POP-UP 97• HUNTER P 30 8 SHEET LID.2 PR P01 HUNTER ROS-06-PRS30-CV-8A ADJ OP-UP 59 300 8 SHEET LD.2 In it j USE WITH RAIBIRD PCS SCREEN MODEL PCS-020(BROWN)FILTER FOR RADIUS REDUCTION FOR AREAS LESS THAN 6'. IIIIIIIII II 8"W II j !III A11 TD ❑ HUNTER PROS-O6-PRS30-CV-10Q 90 POP-UP .42 30 10' /SHEET LID.2 IIIII II� J i j j 11 1' j--�LOC,D/L G HUNTER PROS O6 PRS30-CV-10H 180 POP-UP .88 30 10' /SHEET LID.2 _4"W LLJJ IIIIIII\n \ III ❑ 314" �E 112DSOFT ap '�s. ■ HUNTER PROS-O6-PRS30-CV-10F 360 POP-UP 1.59 30 10' /SHEET LID.2 fT A® IIIIIIII IIIII II ' II r M22TS In HUNTER PROS O6-PRS30-CV-10A ADJ POP-UP .67 30 10, 1/SHEET LID.2 AA IIIII Illi I \ II! 3/4" 1111�1 4 =GE _ _ _ _ .EEL O HUNTER PROS O6 PRS30 CV 12Q 90 POP-UP .67 30 12' 1/SHEET LID.2 D C HUNTER PROS O6 PRS30 CV 12H 180 POP-UP 1.30 30 12' 1/SHEET LID.2 F / IIIII ' II \ 314" • HUNTER PROS-O6-PRS30-CV-12F 360 POP-UP 2.70 30 12' 1/SHEET LID.2 O <7 1 ! 1 j 1 II /j 314" it \ III R C v> <v I O HUNTER PROS O6-PRS30-CV-12A ADJ POP-UP .84 30 12' 1/SHEET LID.2 I 11 \ ! IIIII I HUNTER PROS-O6-PRS30-CV-150 90 POP-UP .97 30 15, 1/SHEET LID.2 IIIIIIIII II IIIIIIIII \\ III 2 Ii O R EX' .74. i I I i I� IIII I I I C HUNTER PROS-O6-PR530-CV-iSH 180 POP-UP 1.86 30 15' I/SHEET LID.2 /WR 314' • HUNTER PROS-O6-PRS30-CV-iSF 360 POP-UP 3.75 30 15' SHEET LID.2 1 III 1 ! F IIII a III _ I O HUNTER PROS-06-PRS30-CV-15A ADJ POP-UP 2.48 30 15' I/SHEET LID.2 I I I I II 1 IIII 1 3/4" 1�1 I l l l t----• A6 sD P,/ \I 4"A A I(I/I 1 I I I 3/4 11 114' I NOTE:-CONTRACTOR SHALL USE RAINBIRD PCS SCREENS FOR REDUCTION OF RADII GREATER THAN 10% ^l Ir q" i 114' 11 i I 39 O� \ I -VARIABLE ARC NOZZLES ARE PERMISSIBLE IN OBSCURE AREAS IF RAINBIRD HE-VANS/HUNTER ADJUSTABLE NOZZLES ARE UTILIZED ONLY. gl f IIII F II_ PROPOSED �"l r, n IA 2A$ $D DISTRIBUTION COMPONENTS SntEE7 y 1I r i I U I 1 \ SYMBOL MANUF. MODEL DESCRIPTION DTL.REF. /R,W; r.r r 11 1 1 i 371 SOFT < STEEL 6 R F Ilr rlrlll rr Il ri 11 A EDGE 1"METER AND 1 1/2"IRRIGATION BACKFLOW PREVENTER(REDUCED PRESSURE(REDUCED PRESSURE:WILKINS 375XL)PER CIVIL a1 11 1" - SHEET C6&C30 h �����1/l�� r r i i r r/i r Ir rIV,4'-r+r I µ 1�I}I i{ 2476 SOFT ® RAINBIRD 150PESB 1-1/2"NORMALLY CLOSED MASTER VALVE INSTALL IN C I SHEET LIDA r rr --- PLANTER AREAS-TYPICAL eQ , ro ` /r r ' ri r I�LL✓I 1 ! O ON CIF SLFSI-T15 1-1/2"TEE TYPE FLOW SENSOR INSTALL IN PLANTER C/SHEET LIDA ems• //// rlrr r r r rrrr r i rr rr l�I -`� IIII 13411 34 ID I AREAS-TYPICAL RAINBIRD 2 z QKCHK-200 WHOLE SYSTEM FILTER MANIFOLD-2 QUICK CHECK BASKET D/SHEET LIDA LI A13 TB 34 L_ FILTERS WITH 200 MESH FILTRATION AND W/DIRTY INDICATOR. u li 4 1" 0° _ (� RAINBIRD 100PEB-PRS-D REMOTE CONTROL VALVE WITH ALL PURPOSE SOLENOID E I SHEET UDA • / /����///�/I IIII i1r ' /i 7i 95050FT °B �4"L� INSTALL IN PLANTER AREAS-TYPICAL ������/ IIIII Ir rI/ A14 PTB j j __J III! STEEL RAINBIRD IOOPEB+PSI-H50X-100 V REMOTE CONTROL VALVE AND 50 PSI REGULATOR,WIDE F/SHEET LIDA /�/� EDGE RANGE FLOW(OR EQUAL NETAFIM WRPR1-50). O //��� I Ii i A5 SD 775 SOFT QI HUNTER/GPH ECO-ID-12/GDFN OPERATION/PRESSURE INDICATOR STAKE AND TEST PORT. O/SHEET LID.2 -ji J / / 259750FT iN'NFOUT QF SPEARS 2000 COMPACT LINE FLUSHING VALVE IN ROUND VALVE BOX.LINE SIZE IN/SHEET LID.2 MM1 `BUI L y P.V.C. SCH 40 NON-PRESSURE LATERAL LINE WITH SCH.40 FITTINGS. B/SHEET LIDA A4 TD 662 SQFT J A3 SD A2 SD Al SO MIN PIPE SIZE%" THREADED FITTINGS SHALL BE SCH.80(SIZE PER PLAN) 15 r 8 r' 1 1' 6 1' IIII > o = - li IIII 1519 SOFT Alb TS a/q• l - - P.V.C. SCH.40 PRESSURE MAINLINE 3/4"THRU 1 1/2" A&B/SHEET LID.1 1709 SOFT 247 SQFT 1133 SQFT L a 16 1' OC,D/L THREADED FITTINGS SHALL BE SCH.80(SIZE PER PLAN), JR Yl 3 528SQT All SB T$ A16 SB FIIII =___= P.V.C. SCH.40 SLEEVE FOR PRESSURE MAINLINE(TWO X THE DIA.OF A/SHEET LIDA 3/4' 2 1' 13 A17 1" 1 1' PIPE)TO BE INSTALLED ON ALL HARDSCAPE AREAS 51 60FT - FIII 3108 - WEATHERMATIC SMARTLINE CONTROLLER MODEL SL7600 IN FRONT ENTRY ENCLOSURE WITH ON-SITE G+H/SHEET LIDA a �� Iy '`r'111111�`/ J, 1 I 4 QOR WEATHER SENSOR MODEL SLWS,AND SMARTLINK WIRELESS CARD WITH FLOW SENSE. 3/4" II IIIIII11 II A / �<.1 I ITS MODEL NUMBER:ICA6P-WM3-24/SP-ISO/SLW5/SLFSI-T15-001/SL-PLAN5FW-CARD Iln' - I I II M1'-71 CO V.T ELECTRICAL LINE(DEDICATED CIRCUIT)SHALL BE SUPPLIED BY GENERAL CONTRACTOR. < � All F -- MV � /��_U I i I I I CONTRACTOR SHALL INSTALL CONTROLLER PER MANUFACTURER'S RECOMMENDATIONS. rr _ --- J �I 314 314 ` �I III CONTACT DARYL GREEN @ 949-584-7311 FOR ORDERING/CERTIFICATION AND QUESTIONS. / CN -- _-_ =-`r L�-� STEEL KEEP 18"AREA IN FRONT OF CONTROLLER CLEAR WITH DG OR MULCH ON GROUND PLANE. EDGE- - NOTE: -- ---- IRRIGATION SYSTEM IS SHOWN DIAGRA S MMATICALLY AND SHALL BE INSTALLED IN PLANTER AREAS. 314' 314" - DO NOT INSTALL VALVE BOXES IN TURF AREAS OR IN GROUPS LARGER THAN 31N SAME AREA. - INSTALL IRRIGATION EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS AND LOCAL GOVERNING MUNICIPALITY. CONTRACTOR SHALL INSTALL ALL COMPONENTS WITHIN ALL INCLUDING BUT NOT LIMITED TO LOCAL,STATE,AND COUNTY HEALTH AND P.O.C. LOCATION W- 2 WATER DEPARTMENT REGULATIONS. N FIELD. - CONTRACTOR SHALL REPAIR ANY AND ALL DAMAGE DONE TO EXISTING SYSTEM DURING CONSTRUCTION. VERIFY EXACT LOCATION I `r Domestic Water Meter Size: - EXISTING IRRIGATION SYSTEM SHALL NOT BE SHUT OFF FOR MORE THAN 48 HOURS.IF A LONGER PERIOD IS NECESSARY,CONTRACTOR SHALL BE RESPONSIBLE FOR HAND WATERING ANY DAMAGE TO EXISTING PLANT MATERIAL SHALL BE REPLACE AT CONTRACTORS EXPENSE. Backflow Size:1 Y" 3 0 o T - ALL LATERAL SYSTEMS SHALL BE 3/4"PIPE UNLESS OTHERWISE NOTED PER PLAN. Max Sustained Flow:30 GPM IA 8"PVC S 3,n 3 �8^PVC S- - NO OTHER PIPE OR OTHER TRADES ARE ALLOWED PARALLEL IN THE SAME IRRIGATION TRENCH. Static Pressure:xx PSI - CONTRACTOR SHALL GUARANTEE IRRIGATION SYSTEM FOR A PERIOD OF ONE YEAR AFTER INSTALLATION. 3 3 - CONTRACTOR SHALL COVER DRIP TUBING BELOW THE SOIL WITH APPROXIMATELY 4 INCHES OF SOIL COVER CONTRACTOR SHALL BRAND THE LIDS OF ALL BOXES IN 2"HIGH BLOCK LETTERS WITH CONTROLLER AND VALVE NUMBER LINE SIZING CHART-SCH.40 PLAN VIEW SCALE:1":20'-0" CONTRACTOR SHALL APPLY TEFLON TAPE TO ALL THREADED CONNECTIONS GPM PIPE SIZE VALVE CALLOUT HYDROZONE: - THE FOLLOWING ITEMS SHALL BE OWNER PURCHASED/CONTRACTOR INSTALLED:CONTROLLER,FLOW SENSOR,RAIN SENSOR.ALL OTHER 5-8 3/4" RCV SIZING CHART CONTROLLER&VALVE# TS TURF SPRAY 13-2 1" TO TURF DRIP IRRIGATION KEYNOTE LEGEND ITEMS ARE CONTRACTORS RESPONSIBILITY. 13-22 11I4" RAINBIRD PEB SERIES `/ p(( HYDROZONE PTB PALM TREE 23- NETAFIM INSTALLATION NOTE:30 11/2" GPM VALVE SIZE TB BUBBLERS TREE O POINT OF CONNECTION-CONTRACTOR SHALL VERIFY PRESSURE,METER SIZE AND VALVE SIZE 30-50 2" SQFT OF LANDSCAPE AREA SB SHRUB BUBBLERS WATER TYPE PRIOR TO START OF CONSTRUCTION. 50-70 21/2" 0-22 1 SO SHRUB DRIP TUBING DRIP TUBING SHALL BE INSTALLED IN THE FOLLOWING MANNER,NO EXCEPTIONS O INSTALL ONSITE WEATHER STATION/SENSOR ON TO THE NEAREST LIGHT POLE WITH ,{ 70-110 3'• 23-50 11/2" SS SHRUB SPRAY UNLESS CONFIRMED IN WRITING BY LANDSCAPE ARCHITECT PRIOR TO START OF DIRECT LINE OF SIGHT TO CONTROLLER USING HOSE CLAMPS.DO NOT EXCEED 200'. 'V 110-190 4" 51-99 2" GALLONS PER MINUTE MP MP ROTATORS CONSTRUCTION. PAINT TO MATCH LIGHT POLE. RT ROTORS a.PRE-CON MEETING SHALL BE PERFORMED WITH NETAFIM REPRESENTATIVE O USE A 6"ROUND VALE BOX FOR THE INDICATED FLUSH VALVE ONLY. LANDSCAPE ARCHITECT: WITH ALL CONTRACTOR PERTINENT STAFF FOR INSTALLATION TRAINING SCH 40 PVC SLEEVING CHART WIRE OR PIPE DRIPLINE INTAKE/EXHAUST HEADER PIPE SIZING CHART PRIOR TO START OF CONSTRUCTION.(BILL MILWARD 951.287.4630) �pNDSCApE 9 1 1/4"SLEEVE 1-4 WIRES b.DRIPLINE TUBING SHALL BE INSTALLED PRIOR TO PLANT MATERIAL AND 4� y 1 1/2"SLEEVE 5- SUPPLY+EXHAUST HEADER MINIMUM SIZE OF 3/4 INCH. LAYOUT SHALL BE VISUALLY VERIFIED AND CONFIRMED BY LANDSCAPE S W 10 WIRES 3/4"PIPE 20' 10' 0' 20' 40' 60' m 2"SLEEVE 11-20 WIRES 1"PIPE FLOW RANGE MINIMUM SIZE OF EXHAUST HEADER ARCHITECT. c. CONTRACTOR SHALL BURY ALL DRIPLINES A MINIMUM OF 4'AND A MAXIMUM I� 21/2"SLEEVE 21-30 WIRES 1 1/4"PIPE 0 THROUGH 5 GPM MINIMUM SIZE SHALL BE 3/4 INCH Og/31/2025 OF 6"EVENLY BY MEANS OF SOIL REMOVAL AND STOCKPILE WITHIN PLANTER * e^ re W SLEEVE 31-40 WIRES 1 1/2"PIPE 6 THROUGH 10 GPM MINIMUM SIZE SHALL BE 1 INCH AND REPLACEMENT AFTER INSTALLATION. WATER EFFICIENT LANDSCAPE STATEMENT SCALE:1":20'-0" BPA 4"SLEEVE 41-55 WIRES 2"PIPE 11 THROUGH 15 GPM MINIMUM SIZE SHALL BE 1-1/4 INCH d.CONTRACTOR SHALL INSTALL 6"METAL WIRE STAPLES NETAFIM MODEL GRAPHIC SCALE LANDSCAPE ARCHITECTS 9T o ere e #TLS6)T-5'ON CENTER,AND TWO STAPLES TO BE INSTALLED AT EVERY I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE ORDINANCE f F CAL`FO 6"SLEEVE 56-99WIRES 21/2"+3"PIPE 16 THROUGH 25 GPM MINIMUM SIZE SHALL BE 1-1/2 INCH CHANGE OF DIRECTION. (STATE OF CALIFORNIATITLE 23,DIVISION 2,CHAPTER 2.7)AND APPLIED THEM FORTHE 8"SLEEVE 100+WIRES 4"PIPE 26 THROUGH 50 GPM MINIMUM SIZE SHALL BE2INCH e.ONCE ALL SYSTEMS HAVE BEEN INSTALLED,CONTRACTOR SHALL PROVIDE EFFICIENT OSE OF WATER IN THE oN Des1GN PLAN. IRRIGATION LEGEND AND NOTE REFERENCE: BRANDON PETRUNIO&ASSOCIATES,INC. 10"SLEEVE N/A 6"PIPE PRESSURE TEST ON ALL DRIP SYSTEMS,SUBMIT PLAN INDICATING REFER TO SHEET LID.3 FOR IRRIGATION NOTES. EC NOTE:CONTRACTOR SHALL SIZE ALL DRIPLINE SUPPLY/EXHAUST PRESSURES FOR ALL SYSTEMS @ VALVE AND @FLUSH VALVE.VERIFY MAX BRANDON PETRUNIO, DATE: May 19,2024 Note:This chart serves as a general reference.Wire quantities may HEADERS PER PIPE SIZING CHART,IN NO INSTANCE SHALL PIPE SIZE 15%DIFFERENTIAL BETWEEN THE READINGS MINIMUM SYSTEM PRESSURE PLA CA 5894: REFER TO SHEET LID.3 FOR MAWAIETWU CALCS. Design Studio:301 N.San Dimas Ave.,San Dimas,.92 91773 36 vary based on the coating thickness.The contractor is responsible EXCEED DESIGNATED GPM RANGE. ( REFER TO SHEET LI.1&2 FOR IRRIGATION LEGEND. core Office:8940,Cherry Leaf Lane,Fontana,CA.bpaI @ FLUSH VALVE SHALL BE CV=15 PSI;HCVXR=22 PSI.) T:(424)235-8940,M:(951)312-9943,E:Brandon@bpclas.com for verifying and making any necessary adjustments in the field. DEVELOPER: Underground Service Alert REVISIONS APOGEE PROJECT NO.221350 CIVIL ENGINEER: IN-N-OUT BURGER OFESSI LANDSCAPE IRRIGATION MSL �oPR L °ks� IN-N-OUT BURGER ' ` Call: Toll Free � ���J ENGINEERING, INC. yes. "�GP�yc NEC OF DEXTER AVENUE AND 13502 HAMBURGER LANE PLAN - DRIP TUBING ApOWCIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT . CRANE STREET BALDWIN PARK,CA 91706 IL NORTH SAN DIMAS AVENUE,SAN DIMAS,CA.91773 No.3a3az INN OUT CONTACT:JEFF BRYANT TWO WORKING DAYS Architectural Partners (909)305-2395 FAX(909)306-2397 LAKE ELSINORE, CA 92532 elk BURGER PHONE:(626)813-8275 BEFORE YOU DIG 0 .•� /� " c Y , � (� o�eP L�■ 1e]75ADDISON ROPD,SUITE- m i � /� 05-20-2024 ,OF CAI ADDII Tx 7s. MARK S. AMOURE X R.C.E. 38382 DATE PH:(489)aW-23Y1 "WD W - U ALLAN STREET IRRIGATION MATERIAL LEGEND 1114" - EMISSION DEVICES 314 �\ SYMBOL MANUF. MODEL DEGREES TYPE GPM PSI RADIUS DTL.REF. 1�k BUBBLERS jE BOWSMITH FD-2010 360 LV BUBBLER 1GPH'6 30 N/A J&K/SHEET LID.2 3/4, 1112" I INSTALL 1 BUBBLER PER SYMBOL,2 EMITTERS PER SHRUB 34" a - t 1p'-- - ( + SALCO SLY-PSTM-CV-1 360 LV BUBBLER 1 GPH 30 N/A Q&R/SHEET LID.3 INSTALL 1 BUBBLER PER SYMBOL,1 PER SHRUB ❑ m ® O BOWSMITH FD-2010 360 T.BUBBLER 1GPH'6 30 N/A J&K/SHEET LID.2 -2„W I Al2 SS A21 TS INSTAL L 1 BUBBLER PER SYMBOL,1 PER PLANT,SPREAD OUT TUBING EMITTER AROUND TREE RDOTBALL. B/SHEET LPD.1 1 z r z9 r 0 0 BOWSMITH FD-2010 360 PT.BUBBLER iGPH'6 30 N/A J&K/SHEET LID.2 _2"W - ,� 1328SQFT 579SOFT B/SHEET LPD.1 INSTALL 1 BUBBLER PER SYMBOL,1 PER PLANT,SPREAD OUT TUBING EMITTER AROUND TREE ROOTBALL. DRIP TUBING .cr' STEEL ----- NETAFIM SHRUBS TLCV6-1810 LINEAR S.BUBBLER .6 GPH @ 18"OC 30 N/A L-P/SHEET LID.2 y > ED E ----- TURF TLCV6-1210 .6 GPH @ 12"OC A10 SD PSI COMP.DRIPPERLINE W/CHECK VALVE.TECHLINES SHALL BE SPACED APPROX.4"OFF PERIMETER EDGE AND 18"O.C.(12"O.C. ` 4.5 1" TURF)AS SHOWN PER PLAN.HEADERS(SUPPLY&EXHAUST)SHALL BE 3/4"PVC PIPE UNLESS OTHERWISE NOTED.CHECK VALVE SG HOLDS BACK 4.6'OF WATER(HCVXR 8.5'OF WATER).ALL FITTINGS SHALL BE TECHLOCK AS NEEDED. A9 SD SPRAY HEADS 9 1" O HUNTER FIR OS-O6-PRS30-CV-8Q 90 POP-UP .24 30 8' /SHEET LID.2 -4"S -\ $"S C HUNTER PROS-O6-PRS30-CV-8H 180 POP-UP .47 30 8' /SHEET LID.2 \ • HUNTER PROS-O6-PRS30-CV-8F 360 POP-UP .97 30 8' /SHEET LID.2 an \ C HUNTER PROS-06-PRS30-CV-8A ADJ POP-UP .59 30 8' 1/SHEET LID.2 M 1 m A11 TD USE WITH RAIBIRD PCS SCREEN MODEL PCS-020(BROWN)FILTER FOR RADIUS REDUCTION FOR AREAS LESS THAN 6'. - -fLOC,D/L I5 HUNTER PROS-O6-PRS30-CV-10Q 90 POP-UP .42 30 10' 1/SHEET LID.2 6"W 11 1' G HUNTER PROS-O6-PRS30-CV-1 OF 360 POP-UP ..5 30 10' /SHEET LID.2 _4.W � 11205 FT ■ HUNTER PROS-O6-PRS30-CV-10F 360 POP-UP 1.59 30 10' I/SHEET LID.2 ®7 it 1 A20 TS p HUNTER PROS-06-PRS30-CV-10A ADJ POP-UP .67 30 10, 1/SHEET LID.2 W 15 1" TEEL O HUNTER PRO S-O6-FIR 30-CV- 12Q 90 POP-UP .67 30 12. SHEET LID.2 541 OFT\ a GE C HUNTER PROS-O6-PR530-CV-12H 180 POP-UP 1.30 30 12' /SHEET LID.2 '1 \ • • HUNTER PROS-O6-PRS30-CV-12F 360 POP-UP 2.70 30 12, It SHEET LID.2 O 1 \ R < 0 HUNTER PROS-O6-PRS30-CV-12A ADJ POP-UP .84 30 12' 11 SHEET LID.2 Q \ p HUNTER PROS-06-PRS30-CV-15Q 90 POP-UP .97 30 15' I/SHEET LID.2 EX. 1 O O L I C HUNTER PRO S-O6-PRS30-CV-15H 180 POP-UP 1.86 30 15' /SHEET LID.2 /R�It \ V I • HUNTER PROS-O6-PRS30-CV-15F 360 POP-UP 3.75 30 15' I/SHEET LID.2 / - IIJII 1�1 HUNTER PROS-06-PRS30-CV-15A ADJ POP-UP 2.48 30 15, 1/SHEET LID.2 _ sD 4'M A / 31 2 A 2 A6 1" \ L I NOTE:-CONTRACTOR SHALL USE RAINBIRD PCS SCREENS FOR REDUCTION OF RADII GREATER THAN 10 3/4" ,OFT I -VARIABLE ARC NOZZLES ARE PERMISSIBLE IN OBSCURE AREAS IF RAINBIRD HE-VANS/HUNTER ADJUSTABLE NOZZLES ARE UTILIZED ONLY. PROP d 1 A8 sD \\ s DISTRIBUTION COMPONENTS STREET 1 2 1 \R/1yR 1 OFT SYMBOL MANUF. MODEL DESCRIPTION DTL.REF. 1 \ STEEL EDGE A7 \ -1.5"IRR-Eg-BEFE- 1"METER AND 1 1/2"IRRIGATION BACKFLOW PREVENTER(REDUCED PRESSURE(REDUCED PRESSURE:WILKINS 375XL)PER CIVIL SHEET C6&C30 RAINBIRD 150PESB 1-1/2"NORMALLY CLOSED MASTER VALVE INSTALL IN C/SHEET LIDA PLANTER AREAS-TYPICAL ♦ yy. 4" ON CF O WEATHERMATIC SLFSI-T15 ARE TEE TYPE FLOW SENSOR INSTALL IN PLANTER C/SHEET LIDA s ) AREAS-TYPICAL o � �'•_ _°° RR RAINBIRD 2x QKCHK-200 WHOLE SYSTEM FILTER MANIFOLD-2 QUICK CHECK BASKET D/SHEET LIDA O Iv. A13 TB u - - - - \ FILTERS WITH 200 MESH FILTRATION AND W/DIRTY INDICATOR. 1 4 1" wa- RAINBIRD 10OPEB-PRS-D REMOTE CONTROL VALVE WITH ALL PURPOSE SOLENOID E/SHEET LIDA / a 950 SOFT __ 314" INSTALL IN PLANTER AREAS-TYPICAL STEEL 1"RAINBIRD 10OPEB+PSI-H5OX-100 REMOTE CONTROL VALVE AND 50 PSI REGULATOR,WIDE F/SHEET LIDA EDGE RANGE FLOW(OR EQUAL NETAFIM WRPR1-50). O I A5 SD 775 SOFT HUNTER/GPH ECO-ID-12/GDFN OPERATION/PRESSURE INDICATOR STAKE AND TEST PORT. O/SHEET LID.2 z r' A19 Irs ___�� J / I 2597 SOFTIW`W'OUT QF SPEARS 2000 COMPACT LINE FLUSHING VALVE IN ROUND VALVE BOX.LINE SIZE N/SHEET LID.2 `WIOR P.V.C. SCH 40 NON-PRESSURE LATERAL LINE WITH SCH.40 FITTINGS. B/SHEET LIDA A4 Tp fifi2 SOFT MSDEKISO Al SD- a MIN PIPE SIZE " THREADED FITTINGS SHALL BE SCH.80(SIZE PER PLAN) Q 15 1 A18 TS 6 1 1 1' 6 1 314 I P.V.C. SCH.40 PRESSURE MAINLINE 3/4"THRU 1 1/2" A&B/SHEET LID.1 d 1519 SOFT 8 1' 1709 SOFT 247 SOFT 1133 FT THREADED FITTINGS SHALL BE SCH.80(SIZE PER PLAN), I OC,D/L 314 I n> 52!L A15 SB A17 TS A16 SB 1 _---_ P.V.C. SCH.40 SLEEVE FOR PRESSURE MAINLINE(TWO X THE DIA.OF A/SHEET LIDA �T 13 1" PIPE)TO BE INSTALLED ON ALL HARDSCAPE AREAS 5 f 1513 SOFT _ JV q (J 3105OFT -- � WEATHERMATIC SMARTLINE CONTROLLER MODEL SL1600 IN FRONT ENTRY ENCLOSURE WITH ON-SITE G+H/SHEET LIDA e WEATHER SENSOR MODEL SLW5,AND SMARTLINK WIRELESS CARD WITH FLOW SENSE. `1\ ITS MODEL NUMBER:ICA6P-WM3-24/SP-ISO/SLW5/SLFSI-T15-001/SL-PLAN5FW-CARD 1 in- 112^ - 11I7 120 V.ELECTRICAL LINE(DEDICATED CIRCUIT)SHALL BE SUPPLIED BY GENERAL CONTRACTOR. \a 3iq• r 7 114" 314 CONTRACTOR SHALL INSTALL CONTROLLER PER MANUFACTURER'S RECOMMENDATIONS. MV a CONTACT DARYL GREEN @ 949-584-7311 FOR ORDERING/CERTIFICATION AND QUESTIONS. / CTV / �1�a < 314• STEEL KEEP 18"AREA IN FRONT OF CONTROLLER CLEAR WITH DG OR MULCH ON GROUND PLANE. ,r. ° 314' _ EDGE NOTE: 9L4° - 4' 14 �® - = IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY AND SHALL BE INSTALLED IN PLANTER AREAS. 34. 3 DO NOT INSTALL VALVE BOXES IN TURF AREAS OR IN GROUPS LARGER THAN 3 IN SAME AREA. INSTALL IRRIGATION EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS AND LOCAL GOVERNING MUNICIPALITY. - CONTRACTOR SHALL INSTALL ALL COMPONENTS WITHIN ALL INCLUDING BUT NOT LIMITED TO LOCAL,STATE,AND COUNTY HEALTH AND P.O.C. LOCATION „ 12' WATER DEPARTMENT REGULATIONS. VERIFY EXACT LOCATION IN FIELD. - CONTRACTOR SHALL REPAIR ANY AND ALL DAMAGE DONE TO EXISTING SYSTEM DURING CONSTRUCTION. BS, CRANE STREET - EXISTING IRRIGATION SYSTEM SHALL NOT BE SHUT OFF FOR MORE THAN 48 HOURS.IF A LONGER PERIOD IS NECESSARY,CONTRACTOR Domestic Water Meter Size:1" SHALL BE RESPONSIBLE FOR HAND WATERING ANY DAMAGE TO EXISTING PLANT MATERIAL SHALL BE REPLACE AT CONTRACTORS EXPENSE. BackiloW Size:1 Yz" s oso o T - ALL LATERAL SYSTEMS SHALL BE 3/4"PIPE UNLESS OTHERWISE NOTED PER PLAN. Max Sustained Flow:30 GPM ryp g"pVC S 3,n 3 0. -8 PVC S_ - NO OTHER PIPE OR OTHER TRADES ARE ALLOWED PARALLEL IN THE SAME IRRIGATION TRENCH. Static Pressure:xx PSI - - CONTRACTOR SHALL GUARANTEE IRRIGATION SYSTEM FOR A PERIOD OF ONE YEAR AFTER INSTALLATION. SEE-- 3r } - CONTRACTOR SHALL COVER DRIP TUBING BELOW THE SOIL WITH APPROXIMATELY 4 INCHES OF SOIL COVER - CONTRACTOR SHALL BRAND THE LIDS OF ALL BOXES IN 2"HIGH BLOCK LETTERS WITH CONTROLLER AND VALVE NUMBER LINE SIZING CHART-SCH.40 PLAN VIEW SCALE:1":20'-0" - CONTRACTOR SHALL APPLY TEFLON TAPE TO ALL THREADED CONNECTIONS GPM PIPE SIZE - THE FOLLOWING ITEMS SHALL BE OWNER PURCHASED/CONTRACTOR INSTALLED:CONTROLLER,FLOW SENSOR,RAIN SENSOR.ALL OTHER 5-8 3/4" RCV SIZING CHART ITEMS ARE CONTRACTORS RESPONSIBILITY. 9-12 1" 13-22 11/4" RAINBIRD FEB SERIES 23-30 11/2" GPM VALVE SIZE 30-50 2" 0-22 1" 50-70 21/2" 70-110 3" 23-50 11/2" r, 1iT 110-190 4" 51-99 2"L. �Y LANDSCAPE ARCHITECT: SCH 40 PVC SLEEVING CHART WIRE OR PIPE IRRIGATION KEYNOTE LEGEND D5CA`E O a 9 1 1/4"SLEEVE 1-4 WIRES 1 1/2"SLEEVE 5-10 WIRES 3/4"PIPE O POINT OF CONNECTION-CONTRACTOR SHALL VERIFY PRESSURE,METER SIZE AND 20' 10' 0' 20' s 40' 60' 2"SLEEVE 11-20 WIRES 1"PIPE VALVE CALLOUT HYDROZONE: WATER TYPE PRIOR TO START OF CONSTRUCTION. 2 112"SLEEVE 21-30 WIRES 1 1/4"PIPE TS TURF SPRAY O INSTALL ONSITE WEATHER STATION/SENSOR ON TO THE NEAREST LIGHT POLE WITH 01/31/2025 CONTROLLER&VALVE# TD TURF DRIP DIRECT LINE OF SIGHT TO CONTROLLER USING HOSE CLAMPS.DO NOT EXCEED 200'. gpq 3"SLEEVE 31-40 WIRES 1 11"PIPE PAINT TO MATCH LIGHT POLE. SCALE:1":20'-0" 1.J avzazoza p v HYDROZONE PTB PALM TREE �qr Dam p2` 4"SLEEVE 41-55 WIRES 2"PIPE TB BUBBLERS TREE O USE A 6"ROUND VALE BOX FOR THE INDICATED FLUSH VALVE ONLY. GRAPHIC SCALE LANDSCAPE ARCHITECTS OF CA" 6"SLEEVE 56-99 WIRES 21/2"+3"PIPE ( VALVE SIZE SB SHRUB BUBBLERS 8"SLEEVE 100+WIRES 4"PIPE ( SQFT OF LANDSCAPE AREA SO SHRUB DRIP TUBING IRRIGATION LEGEND AND NOTE REFERENCE: BRANDON PETRUNIO&ASSOCIATES,INC. 10"SLEEVE N/A 6"PIPE SS SHRUB SPRAY REFER TO SHEET LID.3 FOR IRRIGATION NOTES. LANDSCAPE ARCHITECTS GALLONS PER MINUTE MP ROTORS ROTATORS REFER TO SHEET LID.3 FOR MAWA/ETWU CALCS. DesignStudio:301 N.San Dimas Ave.,San Dimas,CA.91773 Note:This Chart serves as a general reference.Wire quantities may RT ROTORS Car Office:15699 Cherry Leaf Lane,Fontana,CA.92336 vary based on the coating thickness.The contractor is responsible REFER TO SHEET LI.1&2 FOR IRRIGATION LEGEND. P Y for verifying and making any necessary adjustments in the field. T:(424)235-8940,M:(951)312-9943,E:brondon@bpalas.com APOGEE PROJECT NO.2213EC CIVIL ENGINEER: IN-N-OUT BURGER REVISIONS OFESS/ LANDSCAPE IRRIGATION Underground Service Alert eR DEVELOPER: MSL IN-N-OUT BURGER To 0o Call: TGII Free 0 ENGINEERING, INC. � S ALP 2� NEC OF DEXTER AVENUE AND PLAN - TREE BUBBLERS & 13502 HAMBURGER LANE a-'1 .: CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT " �' CRANE STREET ' ■�■O�j BALDWIN PARK,CA 91706 o Apogee 301 NORTH SAN DIMAS AVENUE,SAN DIMAS,CA.91773 Na.3s3a2 z CONTACT:JEFF BRYANT TWO WORKING DAYS Architectural Partners (W9) 4W2395 FAX(909)305-2397 s Q LAKE ELSINORE, CA92532 TEMP SPRAY SYSTEM ®_BURGER PHONE:(626)813-8275 BEFORE YOU DIG Q .,br..aw o.n T9T C1V( �2 U.21 167r5ADDI50N ROAD.SUITE 350 m�(,(� ,µ(/,t,� O$-20-2024 GF GAl\f goDisaa,Tx�soo� MARK S. LAMOURE X R.C.E. 38382 DATE PH:(469)96}2322 4 ,I. NOTES: « 1 • ALL IRRIGATION WIRES,LATERALS AND MAINLINE UNDER 4 7 6 8 9 11 7 13 14 15 17 NOTES: 10 6" 12 3 22 -- - HARDSCAPE SHALL BE PLACED IN SLEEVES 5 10 ALL THREADED FITTINGS SHALL ° IRRIGATION CONTRACTOR SHALL COORDINATE ALL SLEEVING RECEIVE TEFLON TAPE 11 1 - LOCATIONS&SIZES WITH HARDSCAPE CONTRACTOR PRIOR TO 1T" • LAY BALL VALVE ON SIDE FOR EASE OF 6 � 6 7 BEGINNING CONSTRUCTION OPERA14 i HEATTION RAND"CONTROLLER&VALVE IY' a 10 � ALL PIPE IN TRENCH TO HAVE A MIN OF 6"CLEARANCE ALL SIDES. ON LID IN N HIGH BLOCK LETTERS SLEEVE USING SCH.40 PVC PIPE,2 TIMES THE DIAMETER OF THE 13 WARE �2 _ FLOW q 2 PI PE ANDI OR WIRE BUNDLE CARRIED. • WRESPROVIDELL BE COLOR CODED • WIRE SHALL BE COLOR CODED&HAVE 14 2 iv • CONTRACTOR SHALL MARK EDGE OF PAVING ABOVE ENDS OF MIN 30"COILED INSIDE BOX. J J 19 9 8 4 3 SLEEVE W/A SCORE MARK TO DESIGNATED SLEEVE LOCATION. 3 • PER CONTRACTOR:EACH VALVE SHALL 15 I' 5 6 • SLEEVE ENDS SHALL EXTEND 24"BEYOND EDGE OF HARDSCAPE. 12 BE INDIVIDUAL CONNECTION TO - • AFTER INSTALLATION OF PIPE&WIRE,CONTRACTOR SHALL FILL 2" MAINLINE OR LINE SIZE CAPACITY OF i6 - 7 REMAINING VOID IN ENDS OF SLEEVES W/CONDUIT PUTTY OR SUM GPM OF ALL VALVES ON - f 8 _ OTHER APPROVED MATERIAL. p = MANIFOLD OR MAINLINE SIZE - O • EMPTYSLEEVES/CONDUITS SHALL RECEIVE A PULL ROPE WITH WHICHEVER IS LESS. 17 21 20 r 6 6 24'LOOSE ROPE AT ENDS. 1 • PRESSURE REGULATOR MAY BE 1g - INSTALLED OUTSIDE OF VALVE BOX IF I OX DIAMETER 5X DIAMETER ADDITIONAL SPACE REQUIRED. OF PIPE OF PIPE NOTES: LEGEND LEGEND • ALL THREADED FITTINGS SHALL 18 19 23 20 21 22 i6 1. FINISH SURFACE(COI PAVING/DG) 6.GREEN COATED TRACER WIRE 1. REMOTE CONTROL VALVE PER IRRIGATION LEGEND 12. I.D.TAG WITH"MV"(CHRISTY'S#ID-STD-Yl) RECEIVE 2 WRAPS OF TEFLON TAPE. 2.SAND/CLEAN NATIVE SOIL BACKFILL.(SEE 7.NON-PRESSURE LATERAL IN SCH.40 SLEEVE LEGEND 2'AND LARGER VALVES SHALL USE 2. SCH 80 PVC THREADED NIPPLE(2 REQUIRED) 13. SCH 80 PVC 90(SIZE PER MAIN,REFER TO PLAN) SPECS)COMPACTED TO MATCH SURROUNDING (SEE SPECS. 1. PRESSURE MAINLINE PER PLANS. 13. ORBIT 1/2"X 24"FLEX RISER SUPER JUMBO BOX(RAINBIRD 3. RECTANGULAR VALVE BOX(RAINBIRD VBJMB-H)&(RAINBIRD 14. RISER(SIZE PER MAIN,REFER TO PLAN) SOIL DENSITY PER SOILS ENGINEER. 8.PRESSURE PVC MAINLINE IN SCH.40 SLEEVE 2. SCH.80 PVC REDUCING TEE(REFER TO NOTES). 14. SCH.80 TOE NIPPLE(2) VBJMB-B EXT.SNAP TO UPPER BOX). 15. REDUCING TEE SCH.80,LINE SIZE VB-BPR-H«VB-SPR-B) 3.UNDISTURBED NATIVE SOIL. ( ) HEAT BRAND'MV"OR"FS"TO LID IN 2" (SEE SPECS.) 3. SCH 80 PVC 90°SIX 15. SCH.40 45°(TO LATERAL DEPTH) 4. FINISH GRADE i6. MAINLINE PIPING(REFER TO PLAN) 5.3"METALLIC BACKED UNDERGROUND 9.CONTROL WIRES IN SCH.40 ELECTRICAL 4. SCH 40 REDUCING COUPLING. i6. LATERAL LINE TO DEMAND HIGH BLOCK LETTERS 5. JUMBO VALVE BOX(RAINBIRD VBJMB-H WI VB-JMB-6) 17. FINISH GRADE 5. SCH.80 NIPPLE(SIZE PER VALVE,CUT TO LENGTH) 17. 3/4"GRAVEL DEPTH AS NOTED WARNING TAPE.(CHRISTY MODELTA-DTS-BIRR). CONDUIT(SEE SPECS)INSTALL BELOW • PROVIDE LOCKING HARDWARE 6. SCH 80 REDUCING COUPLING(NO BUSHINGS,AB APPL) 18. COMPACTED NATIVE SOIL • WIRE SHALL BE COLOR CODED 8 HAVE MAINLINE. 6. VALVE I.D.TAG(CHRISTY'S#IDSTD-STD SEE NOTES) 18. 14 AWG SINGLE CONDUCTOR WIRE 7. SCH 80 PVC 45 DEGREE ELL 19. SCH.80 UNION(2 REQUIRED),LINE SIZE(TxT),(REPLACE WITH MIN 30'COILED INSIDE BOX. 7. SCH.80 PVC BALL VALVE 19. WATERPROOF WIRE CONNECTOR(S)(3M DBY) 8. FLOW SENSOR PER LEGEND FLANGE FITTINGS WHERE APPLICABLE). • PROVIDE BOX EXTENSION AS NEED DIMENSION A B C 8. RC VALVE PER LEGEND 20. 12"DEEP 3/4"GRAVEL SUMP. 9. SUPPORT-COMMON REDBRICK(4) 20.FILTER FABRIC(ENSUREALLVALVE BOXHOLESARE COVERED.) FOR DEEP INSTALLATIONS. DEPTH BELOW GRADE-VEHICULAR DESIGNATION 36'. 36' 36' 9. SCH.80 NIPPLE(3 REQ.LENGTH AS NEEDED) 21. LANDSCAPE FABRIC PER SPECS,FULLY INCASE 10. WATER PROOF WIRE CONNECTORS(4 REQUIRED) 21.1 1/4"CONDUIT FROM CONTROLLER TO POC 10. SCH.SO UNION(S)(SIZE PER VALVE) SUMP AND BOX SIDES. 11. 14 AWG SINGLE CONDUCTOR WIRE 22. 16 AWG PAIR SHIELDED&ARMORED WIRES(24"MIN) DEPTH BELOW GRADE-PEDESTRIAN AREAS 24" 24" 24" 11. PRESSURE REGULATOR PER LEGEND 22. SUPPORT-COMMON RED BRICK 14) •112"IN TURF AREAS,V IN SHRUB AREAS 12. SCH.80 PVC TEE SxSxT 23. COMPACTED SUB-GRADE `1/2"FOR TURF&2"FOR TURF F DRIP VALVE AND PRESSURE REGULATOR MASTER VALVE + FLOW SENSOR SLEEVING I SCALE:NTS �' SCALE:NTS ~ SCALE:NTS KEYNOTE LEGEND NOTES: ALL PIPE IN TRENCH TO HAVE A MIN OF 4"CLEARANCE ALL SIDES. UP T01500'AWAY 1. 16"FRONT ENTRY CONTROLLER ASSEMBLY NEMA SIR 10 11 BUNDLE AND TAPE WIRES AT 10'O.C. RAINPROOF ENCLOSURE(UL LISTED) 1 9 14 1 2 • ALL PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH. 14 LINE OF SIGHT 2. CONTROLLER PER LEGEND _ J PIGTAIL AND LOOP CONTROL WIRES AT ALL CHANGES IN -- 16" 1 3. SMARTLINK SL-AIRCARD WITH FLOW. 2 8 12 DIRECTION. 4. TERMINAL BOARD. - 13 • SPLICING OF WIRE RUNS IS NOT PERMITTED WITHOUT PRIOR 5. TRIPP-LITE SURGE PROTECTION MODULE 9 10 N 12 6 APPROVAL FROM THE OWNER AND LANDSCAPE ARCHITECT.ALL 2 6. POWER SWITCH/GFI RECEPTACLE. 3 - SPICES TO BE MADE IN VALVE BOX. 15 7. 1"PVC CONDUIT FOR 120 VAC FROM METERED POWER - - - 7 3 O RUN CONTROL WIRES IN SAME TRENCH AS MAINLINE,WHERE ® SUPPLY. 1- 6 14 3 WIRES CANNOT,PLACE IN SLEEVE. 8. PVC CONDUIT FOR CONTROL WIRES(SIZE AS REQUIRED, a 5 _ 11 ?_ • IN TALL THRUST BLOCKSIJOINT RESTRAINTS AT ALL CHANGES IN 3 REFER TO IRRIGATION NOTES FOR WIRE TYPES AND COLORS) 4 fO4 DIRECTION ON PRESSURE MAINLINE AND AT ALL TERMINAL POINTS. 9. 1"PVC CONDUIT FOR CAT 6 ETHERNET CABLE.(REFER p • INSTALLATION,TRENCHING,THRUST BLOCKING,PIPE RESTRAINTS 0 3 I, 1 4 TO ELECTRICAL PLANS.) 3 AND BACKFILLING SHOULD BE PERFORMED IN ACCORDANCE WITH I 7 ASTM D2774. _ 5 10. 1"PVC CONDUIT FOR FLOW SENSOR CABLE PAIGE N '�, • REFER TO STRUCTURAL DETAILS FOR TRENCHING NEAR ° CABLE(IF APPL.)PAIGE P-7162-D. �� - 5 FOOTINGS. 13 11. POURED CONCRETE BASE. 13 BE SURE LINE IS PRESSURE TESTED BEFORE BACKFILLING.PIPE 4" 6" B' 4"�y 6 I I I�__ s 12. 3/8"0 HILTI CON W/2"EMBED,INSTALL PER I(4 ESR - 4" SHALL BE ADEQUATELY ANCHORED TO PREVENT MOVEMENT.THE 6" 1917.USE IN CONCLUSION WI LOCK WASHER.4 TOTAL). 18 17 16 15 TOP VIEW JOINTS AND FITTINGS SHALL REMAIN EXPOSED TO FACILITATE ( ) III � MIN. 12 13. 3/4"FLEX CONDUIT WITH WEATHER RESISTANT NOTES: INSPECTION FOR JOINT LEAKAGE. • ALLTHREADEDFITTINGS SHALL RECEIVE TEFLON TAPE CONNECTORS FOR LINE VOLTAGE WIRES. • HEAT BRAND"FTR"ON LID IN 2"HIGH BLOCK LETTERS 9 8 • INSTALL WARNING TAPE CONTINUOUSLY ALONG MAINLINE � - 14. SLWS WEATHER STATION.SYNCHRONIZE TO WEATHER SIDE VIEW ROUTING,LOCATED 12"ABOVE MAINLINE. STATION HUB IN CONTROLLER.MOUNT ABOVE • PROVIDE LOCKING HARDWARE LEGEND LEGEND 11 FLASHING LEVEL. 1. FINISH GRADE 10. 1"QUICK CHECK BASKET STRAINER(2) 1. FINISH GRADE 15. MOUNTED ON CLOSEST LIGHT POLE USING SS PIPE 2. MULCH/TURF/DG(REFER TO') 11. 111.SCH.80 BALL VALVE TxT(TESTING PORT) 2.CLEAN NATIVE BACKFILL/85%COMPACTION/SEE SPECS. CLAMP.COORDINATE WITH INOB FOR EXACT 3. MAINLINE PER PLAN 12. 1/2'.ORBIT 24"LONG MULTI-FLEX RISER 3.SAND BACKFILL OR SCREENED NATIVE AS ALLOWED BY LANDSCAPE ARCHITECT. 10 LOCATION. 4. SCH.80 PVC 45°ELL(LINE SIZE/4) 13. SCH.80 REDUCING TEE(LINE SIZE TO 112') 4.UNDISTURBED NATIVE SOIL 7 NOTES: 5. SCH.80 TOE NIPPLE(LINE SIZE/LENGTH AS NEEDED l2) 14. RECTANGULAR VALVE BOX(RAINBIRD VBJMB-H) 5.3"METALLIC BACKED UNDERGROUND WARNING TAPE. 8 9 • ALL GROUNDING REQUIREMENTS FOR CONTROLLER ASSEMBLIES SHALL 6. SCH.80 BALL VALVE TxT(LINE SIZE) 15. SUPPORT-COMMON RED BRICK(4) (CHRISTY MODEL:TA-DT-3-BIRR). CONFORM TO LOCAL ELECTRICAL CODES.GROUNDING ROD REQUIRED AT MIN. 7. SCH.80 NIPPLE(LINE SIZE/LENGTH AS NEEDED 12) 16. FILTER FABRIC(COVER ALL OPENINGS) 6.GREEN COATED TRACER WIRE 2,0" • UNIT NOT TO EXCEED 100LBS.OR CONTRACTOR SHALL REQUEST REVISED 8. SCH.80 TEE SXSXT(LINE SIZE 12) 17. 3/4"WASHED GRAVEL.(12"DEPTH MIN.) 7.NON-PRESSURE LATERAL LINE(SEE SPECS) ANCHORING SYSTEM. 9. SCH.80 REDUCING 90°ELL(LINE SIZE-V14) 18. NATIVE SOIL 8.PRESSURE MAINLINE(SEE SPECS) • ALL SPARE WIRES TO BE COLOR CODED,LABELED,AND ZIP TIED TOGETHER. 2"IN SHRUB-1"IN TURF-1/2"DIG 9.CONTROL WIRES-TAPE TO MAINLINE/IN CONDUITAS NOTED PER PLANS/SPECS.INSTALL BELOW MAINLINE. ( 1 CONTROLLER �1 BASKET STRAINER FILTER B TRENHCING J SCALE:NTS J SCALE:NTS SCALE:NTS ELECTRODE TOP VIEW SPHERE OF NOTES: INFLUENCE 1. CONTRACTOR SHALL CONSULT SITE UTILITY _ BOUNDARIES AS-BUILT(S)AND BECOME FAMILIAR WITH ALL 23 UNDERGROUND ITEMS WITHIN PROJECT SCOPE. C 2. FOR HIGH LIGHTNING PRONE AREAS USE BOTH GROUND ROD AND GROUND PLATE. 1O - 3 4 w +++ 3. ALL ITEMS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. NOTES: +0t-T a. ALL INSTALLATIONS SHALL MEET MINIMUM 11 5 w O • ALL THREADED FITTINGS SHALL REOUIREMENTS OF THE NATIONAL ELECTRICAL CODE 1 w r0 RECEIVE TEFLON TAPE ++++++++ (NEC)AND SOUND PRACTICES OF THE INSTITUTE OF >O LAY BALL VALVE ON SIDE FOR EASE OF ELECTRICAL&ELECTRONIC ENGINEERS(IEEE)TO 12 19 6 a. ++GROUND ROD++ - OPERATION ENSURE PERSONNEL SAFETY AND EQUIPMENT ++(5/8'X 8') RELIABILITY. 13 - 7 � • HEATBRAND'CONTROLLER&VALVE#' +ITS MODEL:GR-K' S. EARTH RESISTANCE SHALL BE MEASURED AND as - ON LID IN 2"HIGH BLOCK LETTERS #6 AWG SOLID RECORDED AFTER INSTALLATION WITHIN - _ • PROVIDELOCKINGHARDWARE COPPER WIRE ACCORDANCEOFLATEST REQUIREMENTS OF NFPA 14 - • WIRE SHALL BE COLOR CODED&HAVE 780.DESIRED READINGS ARE 5 TO 10 OHMS BUT NO 2D 2 EV MORE THAN 25 OHMS. �S MIN 30"COILED INSIDE BOX. 6. FORFURTHER REQUIREMENTS CONSULT THE ASIC 15 22 • PER CONTRACTOR:EACH VALVE SHALL + GUIDELINE 100-2D02 FOR EARTH GROUNDING Ll BE INDIVIDUAL CONNECTION TO ELECTRONIC EQUIPMENT IN IRRIGATION SYSTEMS. _ _ MAINLINE-OR-LINE SIZE CAPACITY OF DO NOT INSTALL ANY OTHER WIRES OR CABLE 16 8 SUM GPM OF ALL VALVES ON WITHIN THE SPHERE OF INFLUENCE O MANIFOLD MAINLINE SIZE 9 WHICHEVERR IS LESS. • PRESSURE REGULATOR MAY BE CONTROLLER 17 21 18 INSTALLED OUTSIDE OF VALVE BOX IF 12"ROUND LEGEND ADDITIONAL SPACE REQUIRED. CONCRETE PAD /,VALVE BOX15i 1. REMOTE CONTROL VALVE PER IRRIGATION LEGEND 13. SCH.80 PVC 90 DEGREE(SIZE PER MAINLINE). CLAMP WIRE ® WgRNI NG! 2. SCH 80 PVC NIPPLE(3 REQUIRED)VALVE SIZE 14. PVC RISER.(SIZE ACCOMMODATE 2 VALVES CONT.) -10'MIN CONNECTION 3. RECTANGULAR PLASTIC VALVE BOX(RAINBIRD 15. SCH.80 PVC TEE LANDSCAPE ARCHITECT: PLEASE READ BEFORE INSTALLING GROUND ROD VB-JMB-H) i6. PRESSURE MAINLINE PIPING pNDSCgpE 4. FINISH GRADE 17. FILL BASE OF BOX WITH 3/4"GRAVEL io y TO AVOID CONTACT WITH HIGH VOLTAGE POWER 5. SCH 80 UNION(TxT)(2 REQUIRED) 18. COMPACTED NATIVE SOIL CABLES,GAS LINES,OR DATA CABLES,PLEASE CONTACT 6. SCH 40 PVC 45 DEGREE ELL 19. PVC TEE WITH 1/2"FLEX TUBING&BALL VALVE. PVC SWEEP ELL iu THE OWNER'S REPRESENTATIVE AND"DIG ALERT"TO 7. SCH 40 PVC 45 DEGREE ELL BUSH UP 20. SCH.80 BALL VALVE SIZE PER RCV n, (1 1/2"OR LARGER) IDENTIFY POSSIBLE HAZARDS BELOW THE SURFACE. ( ) ( ) „ y CONTACT WITH THESE HAZARDS WILL RESULT IN 8. RECTANGULAR PLASTIC VALVE BOX(RAINBIRD VB-JMB-B) 21.FILTER FABRIC-ENSURE ALL VALVE BOX HOLES ARE 01/31/2025 6 AWG SOLID SEVERE INJURY OR DEATH. 9. SUPPORT-COMMON RED BRICK(4) COVERED A COPPER WIRES 10. VALVE ID TAG(CHRISTY'S#:ID-STD-Y1,SEE NOTES) 22. LATERAL LINE(SIZE PER PAN) A r �N030 �r II GROUND ROD 11. WATER PROOF WIRE CONNECTORS(DBYI2 REQUIRED) 23. MULCH REFER TO PLANTING PLAN 9T oP LANDSCAPE ARCHITECTS FOF CA If ( X 9".) 12. 14 AWG SINGLE CONDUCTOR WIRE •1/2"IN TURF AREAS,2"IN SHRUB AREAS OR BELOW FROSTLINE,WHICHEVER IS DEEPER ITS MODEL:GR-K BRANDON PETRUNIO&ASSOCIATES,INC. ,CAPE ARCHITECTS � GROUND ROD- CONTROLLER REMOTE CONTROL VALVE Design Studio:301 N.San Dimas Ave.,San Dimas,CA.91773 r 1 E SCALE:NTS Corp Office:15699 Cherry Leaf Lane,Fontana,CA.92336 SCALE:NTS T:(424)235-8940,M:(951)312-9943,E:brandon@bpolos.com APOGEE PROJECT No.zzlaso CIVIL ENGINEER: IN�N�OUT BURGER REVISIONS OFESS/ LANDSCAPE IRRIGATION "Underground Service Alert �� L ea C DEVELOPER: MSC IN-N-OUT BURGER Call: TGII Free 0 ENGINEERING, INC. NEC OF DEXTER AVENUE AND`�P�S LAI�LPGFZ DETAIL SHEET 1 13502 HAMBURGER LANE I 0_ pp CML ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT CRANE STREET BALDWIN PARK,CA 91706 I Q /4pogee 301 NORTH SAN DIMAS AVENUE,SAN DIMAS,CA 91773 No.38382 % A IN-N-OUT CONTACT:JEFFBRYANT LAKE ELSINORE, CA92532 TWO WORKING DAYS Architectural Partners (909)305-2395 FAX(909)305-2397 s BURGER PHONE: 626 813-8275 BEFORE YOU DIG A41tWomss L p ql OIVI �� ® Q i6T/SADDISONROAD,SUITE350 rnQ,(�fC. tP 05-20-2024 `cOF CAO� LI D ACDISCN,TX]5001 PH:(469)960.2322 MARK S. LAMOURE X R.C.E. 38382 DATE ' 2 2 2 1 2 2 3 4 NOTES: 2 SEE • AFTER COMPLETE SYSTEM FLUSH,INSTALL DRIP - NOTE: NOTES: NOTES INDICATOR NOZZLE AND ADJUST TO FULLY CLOSED 2 • ALL SUB-SURFACE TUBING SHALL BE USE TEFLON TAPE ON ALL PVC TO PVC POSITION. ,. 10 .' INSTALLED 2"-4"CONSTANT DEPTH CONNECTIONS:NO PIPE DOPE it 1 • FOR POTABLE WATER INSTALL"ORANGE"COLORED BELOW FINISH SOIL GRADE ANCHORED ALLOWED. FLUSH NOZZLE. 8 WITH RAIN BIRD 6"GALVANIZED WIRE SET PERIMETER HEADS 4%6"FROM 9 • INSTALL POP-UP INDICATOR HEAD 10"FROM = _ _ STAKES,MODEL TDS-050 BEND, • CURBS AND WALKS AND F-12'FROM PERIMETER OF PLANTER I HARDSCAPE. I=I=I=1 I- - - = n INSTALLED FOUR(4)FEET ON CENTER. VERTICAL OBJECTS SUCH AS FENCES 8 ` ^ • DISCHARGE EXHAUST HEADER SHALL BE INSTALLED • USE TEFLON TAPE ON ALL THREADED AND WALLS,ETC. �J 12"BELOW FINISHED SOIL GRADE,TYPICAL. 4 2 7 2 CONNECTIONS ONLY USE BOTTOM INLET OF HEAD 7 INSTALL MINIMUM ONE(1)DRIP INDICATOR/FLUSH 3 2 • REFER TO DRIP NOTES ON PLAN PLACE HEAD PERPENDICULAR TO *-1/2"IN TURF AREAS ASSEMBLY PER DRIP ZONE. GRADE. • USN TAPE ON THREADED FITTINGS,TYPICAL(NO LEGEND AND 1"IN PLANTER 6 LIQUIDUID TEFLON) 5 ' 2 N 9 4 LEGEND 1. SIDEWALK,CURB,ETC. 5 1. HUNTER ECO INDICATOR-ECOID 6. FLEX SWING JOINT HUNTER SJ OR EQUAL 2.POP-UP SPRAY HEAD PER LEGEND ( ) - 3.FINISH GRADE. 2. INDICATOR/FLUSH NOZZLE(GPH MODEL:GDFN) 7. 1/2"SCH.40 COUPLING(TXT) LEGEND 4.TRIPLE SWING,SIZE PER INLET(KBI 3. MULCH OR DG PER PLAN 8. 1/2"SCH.80 NIPPLE LENGTH AS REQUIRED. 1. TECHLOCK ELBOW. 6. TECHLINE CROSS. MODEL:TSA OR MARLEX STREET ELLS W/ 4. FINISHED GRADE IN PLANTER BED 9. NETAFIM COMBINATION TEE(MODEL 2. TECHLINE CV TUBING. 7. TECHLOCK TEE. SCH.80 NIPPLE OR EQUAL) 5. COMPACTED NATIVE SOIL TLO50FTEE)OR PVC EXHAUST HEADER 3. TECHLOCK 3/4"MALE ADAPTER. 8. TECHLOCK COUPLING 5.PVC LATERAL LINE 4. 3/"PVC SCH.40 90/RISER 9. PVC HEADER/FOOTER.(SIZE PER PLAN: 5. PVC RISER PIPING.%'MIN. 3l4"MIN.) 10. FINISHED GRADE. 0 POP-UP INDICATOR L DRIP CONNECTION T POP-UP HEAD SCALE:NTS SCALE:NTS 1 SCALE:NTS 2 _ M 1 4 r< 7 5 2"-3" 4"_6„ / NOTE: 1J 7� " 4 \ : HEAT BRALVEBOX N LID I UNIT q 5 HEAT BRAND"TB'ON LID IN THIGH BLOCK LEGEND-IRREGUALR FEED 7 / LETTERS / 1. REMOTE CONTROL VALVE WITH DISC FILTER AND : TEFL ON TAPE ALL THREADED FITTINGS PRV. LEGEND 'REFER TO PLANS FOR TUBING SPACING COIL ADDITIONAL 9-INCHES OF TUBING IN 2. PVC OR RAINBIRD OF SUPPLY HEADER.SIZE PER VALVE BOX TO FACILITATE MAINTENANCE. 1 1. 2"-3"MULCH LAYER PER PLAN WHERE OCCURS FIELD INSTALLED BELOW GRADE PIPE 6 PLAN,3/4"MINIMUM 2. FINISHED GRADE. CONNECTIONS SHALL BE THREADED PVC / 3. TECHLINE START CONNECTION MALE ADAPTER. 4. TECHLINE CV TUBING. 3. REMOVE SOIL IN ENTIRE LANDSCAPE AREA,STOCKPILE&REPLACE \ • MICROTUBING MUST BE BURIED AT LEAST 6- POST TUBING INSTALL.REMOVE 2"-3"IN DG&4"-6"IN MULCH AREAS. 1 / 7 5. AREA PERIMETER. BELOW GRADE AND THE MICROTUBING 6. PVC OR RAINBIRD OF EXHAUST HEADER.SIZE PER 4. NETAFIM TECHLINE CV DRIP TUBING MUST BE SECURED BY A STAKE. PLAN.3/4"MINIMUM. 5. RIPPED/TILLED&AMENDED SUB-GRADE PER AGRONOMIC SOILS I 2 • MAXIMUM LENGTH OF MICROTUBING SHALL 7. TECHLINE TEE REPORT TO A DEPTH OF 10"-12" I BE 8. PERIMETER LATERALS 2"TO 4"FROM EDGE. 6. 3'4"DECOMPOSED GRANITE PER PLAN WHERE OCCURS -G 9. MANUAL LINE FLUSHING VALVE PLUMBED TO NOTES 7. 6"WIRE STAKES(RAIN BIRD,MODEL TDS-050),FOUR(4)FEET ON CENTER • - EXHAUST HEADER A. TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO MINIMUM 3%4"BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER 3 2 THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. \ B. INSTALL TUBING ROWS A MAXIMUM 16"ROW SPACING.SECURE TO GRADE USING 9"GALVANIZED WIRE HOOP STAKES AT MAXIMUM 4 FEET ON CENTER SPACING. 7 3 C. BACKFILL FINAL 2"-3"OF SOIL AFTER INSTALLATION OF TUBING. O D. DRIPTUBING SHALL BE INSTALLED WITH EMITTERS TRIANGULAR SPACED. / LEGEND E. INSTALL PERIMETER TUBING MAXIMUM 6"FROM PERIMETER EDGE FOR GROUNDCOVER AREAS OR AT FIRST LINE . 6 9 OF SHRUBS. 8 1 ROOT BALL 2. TREETRUNK F. INSTALL PARALLEL TO SLOPE AT ALL TIMES. i G. CONTRACTOR SHALL DETERMINE MINIMUM ROW SPACING IN THE FIELD AFTER REVIEW OF PLANT SPACING FOR \ 3. TREE CANOPY EACH PLANTER. 4. ROOTWELL DEVICE-NO BUBLR H. EACH AND EVERY SHRUB SHALL RECEIVE WATER FROM A MINIMUM OF TWO INLINE EMITTERS. P LAN VIEW (2 PER TREE) 3 1 2 I. AREAS OF TIGHTLY SPACED GROUNDCOVER WILL REQUIRE 12"OR CLOSER ROW SPACING. S. BOWSMITH MULTI-EMISSION DEVICE J. FOR ANY'SINGLE'OR'DOUBLE'ROW TYPE PLANTINGS,INSTALL DRIP TUBING ON BOTH SIDES OF THE SHRUB (1 PER TREE),PER LEGEND ROWTO IRRIGATE SHRUBS ON EITHER SIDE. 6. EMITTER VALVE BOX. K. DUE TO SOIL STRATA DIFFERENCES AND POSSIBLE COMPACTION CONTRACTOR SHALL FIELD VERIFY PRIOR TO 7. 1/4"DISTRIBUTION TUBING,BURRY 2" STARTING WORK AND BEFORE BACKFILLING THAT THE FINAL LAYOUT AND ROW SPACING WILL PROVIDE BELOWFG 5ADEQUATE WATER TO ALL PLANTS. 8. STAKELEGEND 7 1. FINISHED GRADE. 2. NETAFIM TECHLINE CV LEGEND-CENTER FEED DRIP INSTALLATION LOW VOLUME BUBBLER-TREE PLAN VIEW 1. MANUAL LINE FLUSHING VALVE PLUMBED TO EXHAUST HEADER SCALE:NTS SCALE:NTS 2. TECHLINE START CONNECTION MALE ADAPTER. NOTE: 3. PVC OR RAINBIRD OF EXHAUST HEADER.SIZE PER PLAN.3/4"MINIMUM. • ALL SUB-SURFACE TUBING 4.PVC OR RAINBIRD OF SUPPLY HEADER..SIZE PER PLAN.3/4"MINIMUM. SHALL BE INSTALLED 2"4" 12 11 5. TECHLINE START CONNECTION SEE DETAIL. CONSTANT DEPTH BELOW FINISH SOIL GRADE ANCHORED 10 1 1 2 6. REMOTE CONTROL VALVE WITH DISC FILTER AND PRY. WITH RAIN BIRD 6'GALVANIZED 7. AREA PERIMETER. 2 8. TECHLINE CV TUBING. WIRE STAKES,ED FOURDEL (4)FEET n 9. PERIMETER LATERALS 2"TO 4"FROM EDGE. BEND,INSTALLED FOUR(4)FEET 3 ON CENTER. c • USE TEFLON TAPE ON ALL 4 NOTES: THREADED CONNECTIONS ALL THREADED FITTINGS 4 REFER TO DRIP NOTES ON PLAN 5 SHALL RECEIVE TEFLON TAPE @ 1 6 HEAT BRAND TV"ON LID IN 2 2 5 2- 7 7 PLACE"CONTROLLER&7 " VALVE#" VALVE ID TAG 3 11 • PROVIDE LOCKING 6 NOTE: HARDWARE CENTER VALVE BOX AROUND UNIT 9 12 HEAT BRAND"TB"ON LID IN 2"HIGH BLOCK LETTERS TEFLON TAPE ALL THREADED FITTINGS 6 13 / COIL ADDITIONAL 9-INCHES OF TUBING IN VALVE BOX TO FACILITATE MAINTENANCE. FIELD INSTALLED BELOW GRADE PIPE CONNECTIONS SHALL BE THREADED PVC 8 7 MICROTUBING MUST BE BURIED AT LEAST 6"BELOW GRADE AND THE MICROTUBING 8 2 g MUST BE SECURED BY STAKE. ,E 1 12" 14 • MAXIMUM LENGTH OF MICROTUBING SHALL BE 10'-0". q 5 6 43 Ll ems: 5 LEGEND LANDSCAPE ARCHITECT: LEGEND-ISLAND � 1 10 9 a P�SCAPE 1. REMOTE CONTROL VALVE WITH DISC FILTER AND PRV. 1. FINISH GRADE 8. 3/4"SCH.40 90"SXS ,o q 2. LATERAL+PVC TEE OR PVC ELL. y�- 2. MULCH/TURF/DG(REFER TO') 9. 3/4"SCH.40 LATERAL TO SYSTEM/HEADER LEGEND W ti 3. ORBIT 1/2"X 24"FLEX RISER 10.10"ROUND BOX(RAINBIRD VB-10RND) 3. PVC/RAINBIRD OF SUPPLY HEADER.(SIZE PER PLAN.3l4"MIN). LEGEND-STANDARD OBSTRUCTION 4. I.D.TAG(CHRISTY'S#IDSTD-Y1) 11.SUPPORT-COMMON RED BRICK(31 1. FINISH GRADE 6. TRIPPLE SWING JOINT 4. TECHLINE START CONNECTION MALE ADAPTER. 5. 1/2"SCH.80 PVC BALL VALVE PER LEGEND 12.FILTER FABRIC(COVERALL OPENINGS) 2. 7'ROUND BOX(RAINBIRD VB-7RND) 7. PVC LATERAL LINE 0.1/31%2025 1. 3/4"SCH. E PVC 6. SCH.40 REDUCING COUPLING(3/4"TO 1l2'SXT) 13.3/4"WASHED GRAVEL(12"DEPTH MIN.) 5. TECHLINE CV TUBING. 3. MULCH PER PLANTING PLAN. 8. PVC SCH 40 TEE OR ELL D�A # ��=i•k # 2. 3/4"PVC TEE 4. MULTI-OUTLET EMISSION DEVICE PER LEGEND 9. LANDSCAPE FABRIC D „ 6. ISLAND PERIMETER. 7. 3/4"SCH.40 PIPE(LENGTH AS RED.) 14.COMPACTED NATIVE SOIL. qr P 3. 3/4"PVC TEE W/MPT ADAPTER 7. PERIMETER LATERALS 2"T04"FROM EDGE. 2"IN SHRUB-1"IN TURF-1/2"DG 5. 1/4-INCH TUBING:POLYETHYLENE DISTRIBUTION 10.12"MIN.3l4"WASHED GRAVEL. LANDSCAPE ARCHITECTS EOF CAI\F0 8. PVC OR RAINBIRD OF EXHAUST HEADER.(SIZE PER PLAN.3/4"MIN). 4. SUB-SURFACE DRIPLINE PER LEGEND TUBING RAIN BIRD XQ-XXXX 11. DIFFUSER BUG CAP:RAINBIRD DBC-025 9. MANUAL LINE FLUSHING VALVE PLUMBED TO EXHAUST HEADER. 5. OBSTRUCTION TYPICAL:ROCK,TREE,LIGHT POLE,ETC. 12.1/4-INCH TUBING STAKE:RAINBIRD TS-025 BRAN DON PETRUNIO&ASSOCIATES,INC. 6. VARIES-SEE DRIP SPACING PER PLAN DRIP LAYOUT FLUSH VALVE - MANUAL LOW VOLUME BUBBLER-TREE SECTION Design Studio:301 N.S_Di-A-,Sa Dim-,CA.91773 f" J I V / Corp Office:15699 Cherry Leaf Lane,Fontana,CA.92336 SCALE:NTS SCALE:NTS SCALE:NTS T:(424)235-8940,M:(951)312-9943,E:brood..@bp.Ia .om DEVELOPER: Underground Service Alert REVISIONS APOGEE PROJECT NO.221350 CIVIL ENGINEER: INmNmOUT BURGER OFESS7 LANDSCAPE IRRIGATION � MSL oQa IN-N-OUT BURGER Call: Toll Free � ���J ENGINEERING, INC. P�S L"�°P 2 NEC OF DEXTER AVENUE AND DETAIL SHEET 2 13502 HAMBURGER LANE q e CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT �" m CRANE STREET BALDWIN PARK,CA 91706 Q ApOW 301 NORTH SAN DIMAS AVENUE,SAN DIMAS,CA.91773 No 3838z INN OUT CONTACT:JEFF BRYANT TWO WORKING DAYS Architectural Partners (909)305-2395 FAX(909)305-2397 s c LAKE ELSINORE, CA 92532 //� e_BURGER PHONE:(626)813-8275 BEFORE YOU DIG 0 1'5AD''"" t9 ��p ,9rf c v� �� LID L 1fi].1-, 7 1. SUITE 35° m S.L M'YID ""l 05-DATE 4 OF Cpl.\f PH:(s N,Tx�s°°1 MARK S. LAMOURE X R.C.E. 38382 DATE PH:(489)9W-2322 GENERAL IRRIGATION NOTES 1. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY/COUNTY INSPECTORS 1 2 (PLANNING,BUILDING,WATERHEALTH,ETC)48 HOURS PRIOR TO COMMENCEMENT OF WORK TO A COORDINATE PROJECT INSPECTION SCHEDULES,AND CONFIRM ANY OUTSTANDING PERMITS OR SUBMITTALS.COORDINATE WITH OWNERS REP AND LANDSCAPE ARCHITECT ANY OUTSTANDING 1 ITEMS. 3 PLANT SPACING LENGTH"A" RISER"B" RISER"C" 2. ALL DIMENSIONS&CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PE THE JOB SITE. California Water Efficient Landscape Worksheet 1.5 FT. 9 1N. LV-PVC-M-ACL-2 LV-PVC-M-ACL-2 ANY DISCREPANCIES OR OMISSIONS SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECTS AND P 1 OWNERS REPRESENTATIVE ATTENTION PRIOR TO COMMENCEMENT OF WORK. Reference Evapotranspiration(Fr.) 1 55 1 Project Type Non-Residential OAS rOQ 2FT. 12 IN. LV-PVC-M-ACL-24 LV-PVC-M-ACL-2 Hydrozone#/Planting Plant Factor Irrigation Irrigation FTAF Landscape Area FTAFx Area Estimated Total 3. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL Description° (PH Method Efficiency(IE) (PME) (Sq.Ft.) Water Use(ETWU) 3 FT. 18 IN. LV-PVC-M-ACL-2 LV-PVC-M-ACL-2 GRADE DIFFERENCES,SLOPES,LOCATION OF WALLS,CURBS,ETC.COORDINATE ALL WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR LOCATION OF PIPE SLEEVES Regular Landscape Areas 4 FT. 24 IN. LV-PVC-M-ACL-2 LV-PVC-M-ACL-2 THROUGH WALLS AND FOOTINGS,UNDER ROADS,PAVING AND STRUCTURES. Station 1 /Low 0.3 Drip 0.81 0.37 1,133 420 14,309 4. IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE.ALL IRRIGATION Station 2/Low 0.3 Drip 0.81 0.37 247 91 3,120 .C" ^C" NOTES: EQUIPMENT,SPRINKLERS AND PIPE ARE TO BE INSTALLED IN LANDSCAPED AREA WHEREVER Station 3/Low 0.3 Drip 0.81 0.37 1,709 633 21,584 3 EMITTER SPACING SHALL BE BASED ON PLANT 3 SPACING,INSTALL ALL IRRIGATION USING THE POSSIBLE UNLESS WRITTEN AUTHORIZATION IS RECEIVED PRIOR TO PLACEMENT.NO Station4/Turf-Med 0.5 Drip 0.81 0.62 1,519 752 25,643 _ COMPONENTS DESCRIBED ABOVE.IRRIGATION IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE.THE IRRIGATION CONTRACTOR Station 5/Low 0.3 Drip 0.81 0.37 2,597 962 32,799 EQUIPMENT SHALL BE COMPLETELY SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE,STREETS,WALLS OR ANY OTHER EQ. EQ. INSTALLED PRIOR TO PLANT LAYOUTS.ADJUST HARDSCAPE/STRUCTURE.AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,PLANTING Station 6/Low 0.3 Drip 0.81 0.37 392 145 4,951 PLANT SPACING TO ACCOMMODATE FINAL AND ARCHITECTURAL FEATURES. Station 7/Low 0.3 Drip 0.81 0.37 2,476 917 31,271 IRRIGATION LAYOUT. 5. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY,ACTUAL MAINLINE LOCATION TO Station 8/Low 0.3 Drip 0.81 0.37 371 137 4,686 • USE TEFLON TAPE ON ALL PVC TO PVC Station 0.3 Drip 0.81 0.37 2,043 757 25,802 CONNECTIONS;NO PIPE DOPE ALLOWED. BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. P • PLACE HEAD PERPENDICULAR TO GRADE. Station 10/Low 0.3 Drip 0.81 0.37 982 364 12,402 PLANT SPACING 5 10. ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE Station 11/Turf-med 0.5 Drip 0.81 0.62 1,120 691 23,575 EQ. APPROXIMATE.THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO Station 12/Low 0.3 Drip 0.81 0.37 1,328 492 16,772 INSTALLATION OF ALL VALVES.FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC Station 13/PT bub 0.5 Drip 0.81 0.62 950 586 19,997 CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER.MINOR Station 14/Tree Bub 0.5 Drip 0.81 0.62 775 478 16,313 LEGEND MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL Station 15/Low 0.3 Drip 0.81 0.37 1,513 560 19,109 1. PVC SCH.40 PIPE.SIZE PER PLAN COST TO THE OWNER.FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION Station 16/Low 0.3 Drip 0.81 0.37 36 13 455 2.PVC SCH.80 REDUCING TEE. SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL 3.HUNTER IH SERIES FLEX RISERS,LENGTH AS NEEDED COST TO THE OWNER.IN GENERAL,UNLESS OTHERWISE DIRECTED BY OWNER,ALL VALVES Station 17/Temp TfS 0.5 Overhead 0.75 0.67 330 220 7,502 4.PRESSURE COMPENSATING,CHECK VALVE EMITTER,PER LEGEND SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE,WALK OR CURB IN SHRUB Station 18/Temp TfS 0.5 Overhead 0.75 0.67 528 352 12,003 5.PLANT,TRIANGULAR SPACING. PLANTING AREAS. Station 19/Temp TfS 0.5 Overhead 0.75 0.67 662 441 15,049 11. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT Station 20/Temp TfS 0.5 Overhead 0.75 0.67 541 361 12,299 IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS,GRADE DIFFERENCES OR FIELD/PLAN Station 2l/Temp TfS 0.5 Overhead 0.75 0.67 579 386 13,163 LOW VOLUME BUBBLER-SHRUB- PLAN VIEW DIMENSIONS EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S Totals 21,831 9,760 332,804 Q SCALE:NTS REPRESENTATIVE.IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED,THE Special Landscape Areas CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY AND ALL COSTS FOR REVISIONS NECESSARY FOR A COMPLETE INDUSTRY ACCEPTABLE WORKING SYSTEM. 1.0 - - - Totals - - - 8 12. THE IRRIGATION SYSTEM DESIGN IS BASED UPON THE MINIMUM OPERATING PRESSURE AND THE ETWU Total 332,804 p MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION.THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO Maximum Allowed Water Allowance(MAWA)Gal lonsl 334,997 V CONSTRUCTION.ANY DISCREPANCIES BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION ETAF Calculations SHALL BE IMMEDIATELY REPORTED IN WRITING TO THE OWNER'S AUTHORIZED Regular Landscape Areas All Landscape Areas REPRESENTATIVE.IF THE PRESSURE DIFFERENCES ARE NOT IMMEDIATELY REPORTED PRIOR TO BEGINNING CONSTRUCTION,THE IRRIGATION CONTRACTOR SHALL ASSUME FULL Total ETAF x Area 9,760 Total ETAF x Area 9,760 RESPONSIBILITY FOR ALL REVISIONS TO THE IRRIGATION SYSTEM DEEMED NECESSARY BY THE Total Area ITotal Area 1 21,831 OWNER'S REPRESENTATIVE AND ALL COSTS ASSOCIATED WITH SAID REVISIONS. 13. THE IRRIGATION CONTRACTOR MUST PERFORM AND DOCUMENT IN WRITING A PRE-JOB/ KICK-OFF MEETING WITH THE MANUFACTURER REPRESENTATIVES OF SPECIAL EQUIPMENT INCLUDING BUT NOT LIMITED TO DRIP TUBING,CONTROLLER&BOOSTER PUMP MANUFACTURER TO GO OVER SITE SPECIFIC ITEMS,LAYOUT AND RECEIVE PROPER TRAINING.IF IRRIGATION CONTRACTOR FAILS TO PERFORM REQUIRED MEETING,CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL REVISIONS TO THE IRRIGATION SYSTEM DEEMED NECESSARY BY THE OWNER'S REPRESENTATIVE AND ALL COSTS ASSOCIATED WITH SAID REVISIONS. 14. MAINLINE PIPING BETWEEN THE POINT OF CONNECTION,METER AND BACKFLOW PREVENTER TO POT HOLE AND SITE PREP.NOTE: BE OF MATERIAL AS REQUIRED BY GOVERNING WATER DISTRICT. CONTRACTOR SHALL POT HOLE,LOCATE AND IDENTIFY THE SIZE AND LOCATION OF ALL EXISTING ITEMS INCLUDING BUT NOT LIMITED TO MAINLINE,VALVES,SLEEVES, 7 5 9 2 3 4 15. CONTRACTOR SHALL USE HEAVY BODY GRAY GLUE(WELD-ON 711 OR EQUAL)WITH PVC PRIMER AND LATERALS PRIOR TO START OF DEMOLITION.ALL AFFECTED SYSTEMS ARE TO BE LEGEND (P-70 OR EQUAL)ON ALL GLUED JOINTS.NO RED HOT BLUE GLUE ALLOWED.TEFLON TAPE SHALL CUT BACK,ISOLATED AND CAPPED TO MINIMIZE IMPACT TO ADJACENT EXISTING BE APPLIED TO ALL MALE THREADS AS REQUIRED BY MANUFACTURER.NO PIPE DOPE ALLOWED. LANDSCAPE AREAS DURING THE DEMOLITION AND CONSTRUCTION PROCESS. 1.PRESSURE COMPENSATING,CHECK VALVE DRIP EMITTER PER LEGEND.LOCATE AT EDGE OF PLANTING PIT/WATERING BASIN. INSTALL AFTER FLUSHING SYSTEM OF DEBRIS.(MAX 2"ABOVE FINISH GRADE) 16. ALL PIPES AND WIRES THAT RUN UNDER HARDSCAPE ARE TO BE SLEEVED IN SCH.40 PVC 2,1/2"UV-RESISTANT PVC FLEXIBLE PIPE-HUNTER IH SERIES FLEX RISER.LENGTH AS NEEDED,5'MAXIMUM LENGTH. SLEEVES ACCORDING TO PURVEYING(DISTRICT,CITY,ETC.)STANDARDS,SPECS AND AS 3.SCHEDULE 80 PVC REDUCING TEE.SOLVENT WELD FLEX PIPE TO PVC FITTING PER MANUFACTURERS RECOMMENDATIONS. INDICATED IN THE SLEEVING CHART UNLESS WRITTEN AUTHORIZATION IS RECEIVED PRIOR TO IRRIGATION DEMO NOTE: 4.PVC LATERAL LINE FROM REMOTE CONTROL VALVE.DEPTH/COVER PER IRRIGATION SPECIFICATIONS. ELIMINATING ANY SECTIONS. CONTRACTOR TO DEMO ALL IRRIGATION COMPONENTS WITHIN FIELD AREA NOTED TO BE 5.SHRUB PLANTING PIT.AMENDED BACKFILL PER AGRONOMIC SOILS REPORT. REPLACED WITH NEW INCLUDING BUT NOT LIMITED TO VALVES(TURN OVER TO DISTRICT), 6.FINISHED GRADE. 17. ALL CONTROL WIRES SHALL BE 14 AWG SINGLE CONDUCTOR DIRECT BURIAL WIRE(PAIGE P7079D HEADS AND SWING JOINTS(TURN OVER TO DISTRICT),LATERALS(TO BE ABANDONED IN 7.PLANT TABLET PER SPECIFICATIONS. NOTES: OR EQUAL.RCV=BLACK,COMMON=WHITE,MV=RED,MV COMMON=WHITE RED STRIPE,STUB-OUT WIRES=ORANGE). PLACE),ETC.CONTRACTOR SHALL KEEP ALL SYSTEMS ON OUTSIDE OF SCOPE 8.MULCH PER PLANTING PLAN. • EMITTER SPACING SHALL BE BASED ON PLANT SPACING,INSTALL ALL IRRIGATION USING THE FOR MULTIPLE CONTROLLERS USE DIFFERING COLOR PER CONTROLLER.FLOW SENSOR WIRE OPERATIONAL AND SHALL NOT LEAVE SITE WITHOUT WATER LONG THAN A 48 HOUR PERIOD. 9.PLANT ROOT BALL COMPONENTS DESCRIBED ABOVE.IRRIGATION EQUIPMENT SHALL BE COMPLETELY INSTALLED PRIOR MUST BE SHIELDED+AMRORED PAIR(PAIGE P7162D OR APPROVED EQUAL).WIRE SPLICES MUST USE TO PLANT LAYOUTS.ADJUST PLANT SPACING TO ACCOMMODATE FINAL IRRIGATION LAYOUT. WEATHERPROOF GEL FILLED SPLICE KIT(3M DRY OR APPROVED EQUAL) • USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS;NO PIPE DOPE ALLOWED. • PLACE HEAD PERPENDICULAR TO GRADE. 18. PROVIDE A MINIMUM OF TWO(2)EXTRA SPARE WIRES FOR EACH GROUP OF TEN Ito)CONTROL PRE-CONSTRUCTION SITE WALK AND DOCUMENTATION: VALVES AND ALSO TO EACH END OF MAINLINE RUN.LOOP SPARE WIRE IN A NEARBY VALVE BOX CONTRACTCOMPONENOTSSHALL WALK SCOPE AND AREAS JUST BEYOND,AND DOCUMENT ANY DEFICIENCIES OBSERVED WRITING AND WITH LOW VOLUME BUBBLER-SHRUB-SECTION PERATE ALL WITH MINIMUM 2'OF COILED WIRE.SPARE WIRES SHALL BE A DIFFERENT COLOR THAN REMOTE CONTROL VALVE WIRES.LABEL WIRES"SPARE"AT BOTH ENDS. SUPPORTING PHOTOS.PACKAGE SHALL BE PROVIDED TO OWNER AND LANDSCAPE R SCALE:NTS ARCHITECT.ANY ITEMS DEEMED NON-OPERATIONAL AT TURN OVER WALK THAT WAS 19. CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE.THE LANDSCAPE NOT DOCUMENTED IN INITIAL REPORT,SHALL BE DEEMED TO HAVE OCCURRED DUE CONTRACTOR SHALL STAKE OUT THE CONTROLLER LOCATION FOR REVIEW AND APPROVAL BY TO CONSTRUCTION AND SHALL BE REPAIRED OR REPLACED(INCLUDING AFFECTED THE OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT.THE LANDSCAPE CONTRACTOR IS PLANT MATERIAL)AT NO COST TO OWNER. RESPONSIBLE FOR ELECTRICAL CONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCE VALVES TO TERMINAL STRIP.REFER TO ELECTRICAL ENGINEER'S DRAWING'S FOR POWER SOURCE.ALL SITE VERIFICATION NOTE: ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALL BE CONTRACTOR SHALL VERIFY AND BECOME FAMILIAR WITH THE SITE AND THE ITEMS DETERMINED BY THE OWNER.MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE ASSOCIATED WITH THEIR SCOPE OF WORK INCLUDING BUT NOT LIMITED TO OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CONTROLLER LOCATION,MAINLINE LOCATION,OPEN STATIONS ON CONTROLLER, FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE WIRE RUNS,ETC.CONTRACTOR SHALL PROCEED AS STATED PRIOR TO BIDDING AND CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. AGAIN PRIOR TO START OF CONSTRUCTION. 20. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR FLUSHING ALL LINES AND ADJUSTING ALL HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER-SPRAY ONTO UN-INTENDED AREAS(WALKS,&BUILDINGS).ADJUSTMENT SHALL INCLUDE BUT NOT LIMITED TO THE ADDITION OF"PRS"SCREENS,ADJUSTABLE ARC NOZZLES(HE VERSIONS ONLY),ADJUSTING PRESSURE REGULATOR AT THE VALVE TO BE NO GREATER THAN 5PSI ABOVE THE INDICATED HEAD PRESSURE AT THE FARTHEST HEAD,FOR ADDITIONAL HEADS WHERE VERTICAL ELEMENTS IN FIELD BLOCK SPRAY PATTERN AND ADDING INLINE CHECK VALVES WHERE LOW HEAD DRAINAGE OCCURS AT NO EXTRA COST TO THE OWNER. 21. IRRIGATION CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT/OWNERS REPRESENTATIVE MINIMUM 72 HOURS PRIOR TO ANY REQUEST OF FIELD OBSERVATIONS.FIELD OBSERVATIONS SHALL OCCUR AT THE FOLLOWING MILESTONES: LANDSCAPE ARCHITECT: A.COVERAGE TEST ONCE ALL IRRIGATION IS INSTALLED.NO PLANTING MAY OCCUR UNTIL ANoscgpF REVIEW HAS BEEN COMPLETED AND IRRIGATION SYSTEM APPROVED. FO o q B.UPON COMPLETION OF PLANTING AND IRRIGATION FOR SUBSTANTIAL COMPLETION W s ti ISSUANCE. C.UPON COMPLETION OF MAINTENANCE PERIOD FOR FINAL WALK AND RELEASE OF MAINTENANCE. PA 1B! ANDSCAPE ARCHITECTS EOFCUo BRANDON PETRUNIO&ASSOCIATES,INC. LANDSCAPE ARCHITECTS Design Studio:301 N.San Dimas Ave.,San Dimas,CA.91773 Corp Office:1569 Cherry Leaf Lane,Fontana,CA.92336 T:(424)235-89409 M:(951)312-9943,E:Brandon@bpalas.com APOGEE PROJECT NO.No.2213EC CIVIL ENGINEER: IN-N-OUT BURGER REVISIONS OFESS/ DEVELOPER: Underground Service Alert �l MSL roe LANDSCAPE IRRIGATION IN-N-OUT BURGER o Call: Toll Free ENGINEERING, INC. LPX NEC OF DEXTER AVENUE AND DETAIL SHEET 3 � s F 13502 HAMBURGER LANE �j �j Q CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT CRANE STREET BALDWIN PARK,CA 91706 V `� Q ApOi�i 301 NORTH SAN DIMAS AVENUE,SAN DIMAS,CA.91773 No.3e3e2 'N-N-OUT CONTACT:JEFF BRYANT TWO WORKING DAYS Architectural Partners (909)305-2395 FAX(909)W5-2397 s P LAKE ELSINORE, CA 92532 ®_BURGER PHONE:(626)813-8275 BEFORE YOU DIG Q GSRAooi RNSo ogn,sui Eao y� TgTeOF yp`1F�2 LI D.3 1i r5A D1sONRO /'l ^ ^7° D5-2D-2D24 G PH(469)9 2= MARK S. LAMOURE X R.C.E. 38382 DATE CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' OLEA EUROPAEA LIGUSTRUM SINENSIS 'M°NTRA' suNswNE• PLANTING LEGEND TELLS OF FIRE' ALLAN STREET WUCOL3 'BELLS OF FIRE' SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY REMARKS ZONE 4 DETAILS TREES LANTANAX �Q�®® ® • I ++ {:�_ ♦ ARBUTUS X MARINA STRAWBERRY 36"BOX PER PLAN+/-14 STANDARDS LOW A-D/ 'NEW GOLD' © _ I 'MARINA' TREE MATCHED LPDA CALANDRINIA SPECTABILIS 'SHINING PINK' 6" uA DIANELLA REVVOLUTA b= �� 0 00 ®� ♦ CERCIS CANADENSIS FOREST PANSY 24"BOX PER PLAN+/-16 STANDARDS LOW A-DE32 / 'LITTLE REV' LANTANA CAMARA 'FOREST PANSY' REDBUD MATCHED LPDA --" -I II III I y BUXUS MICROPHYLLA VAR. 'MONIKE' DIANELLA TASMANICA JAPONICA'WINTER GEM' —'VARIEGATA' 3 •"I ♦11 � SENKDA' DOMESTICA � o-� I I II I ' i RUSSELIA EQUISIIETIFORMIS ^ ,yam- --' - .-------- - °°m° ®� tiV- I °5"q- - •O• Ii- ^iG A PISTACIA X RED PUSH PISTACHE 36"BOX PER PLAN+/-10 STANDARDS LOW A-D/ ~t t 'RED PUSH' MATCHED LPDA JUNCUS EFFUSUS ` g ' ✓,-t _ E E •G} BIG TWISTER' , • WASHINGTONIA ROBUSTA MEXICAN FAN PALM 20'CBT PER PLAN+/-2 SKIN TRUNKS TO LOW C-D/; II II I I I II 18 ";'_• � IN N OUT CROSS PLAMS INDUSTRY STANDARD LPD.1 CERCIS CANADENSIS _ % _�r •+ DOCUMENT ANSI Z60.1 'FOREST PANSY' - BRAHEA ARMATA MEXICAN BLUE PALM 5'BTH PER PLAN+/-29 SKIN TRUNKS TO LOW B-D/ N •L. 8 _ S NI BOUTELOUAGRACILIS INDUSTRY ANSI Z60.1 STANDARD LPD.1 DWARF TALL :.. 'BLONDE AMBITION' SHRUBS DOCUMENT+/-18 TRIANGLE SPACING MED E/LPD.1 FESCUE SOD I +` ', ! / p AZALEA INDICA ALASKA AZALEA 5 GALLON 24"O.C. PI TA IA X 'ALASKA' �1 'RED PUSH' I AZALEA INDICA HAPPY DAYS AZALEA 5 GALLON 24"O.C. +/-14 TRIANGLE SPACING MED E/LPD.1 'HAPPY DAYS' 6.w '�1 e,, v �LOCJ)A ® BOUGAINVILLEA TORCHGLOW 5GALLON 36"O.C. +/-10 LINEAR LOW E/LPD.1 L1 �: e8 I\ TORCH GLOW BOUGAINVILLEA _4"W HI ® BOUTELOUA GRACILIS BLONDE AMBITION 1 GALLON 24"O.C. +/-238 TRIANGLE SPACING LOW E/LPD.1 W 'BLONDE AMBITION' BLUE GRAMA GRASS 4"MA 0 I [[I:I / oI I \\ EL p CALANDRINIA SPECTABILIS SHINING PINK i GALLON 24"O.C. +/-90 TRIANGLE SPACING LOW E/LPD.1 \ GE 'SHINING PINK' ROCK PURSLANE p I \ ® CALAMAGROSTIS X ACUTIFLORAFEATHER REED GRASS 5 GALLON 36"O.C. +/-62 TRIANGLE SPACING LOW E/LPD.1 'KARL FOERSTER' DIANELLA TASMANICA VARIEGATED FLAX LILY 5 GALLON 24"O.C. +/-110 TRIANGLE SPACING LOW E/LPD.1 /R4X I 'VARIEGATA' DIANELLA REVOLUTA LITTLE REV FLAX LILY 5 GALLON 24"O.C. +/-140 TRIANGLE SPACING LOW E/LPD.1 'LITTLE REV' NA o A + 3( p HEMEROCALLIS YELLOW DAYLILY 5GALLON 24"O.C. +/-203 TRIANGLE SPACING LOW E/LPD.1 + 6 I 'YELLOW g, l ARBUTUS X N. HESPERALOE PARVIFLORA BRAKELIGHTS RED YUCCAS GALLON 24"O.C. +/-46 TRIANGLESPACING LOW E/LPD.1 �Q. IPRS�jREO =s;"'# BOUGAINVILLEA MARINA' �, ® 'BRAKELIGHTS' A/R ,� j + I /'TORCH GLOW' E GEL ® JUNCUS EFFUSUS BIG TWISTER RUSH 5 GALLON 24"O.C. +/-199 TRIANGLE SPACING LOW E/LPD.1 H6� �I / \ 'BIG TWISTER' LIGUSTRUM SINENSIS SUNSHINE LIGUSTRUM 5 GALLON 36"O.C. +/-73 TRIANGLE SPACING LOW E/LPD.1 �+ + a 'SUNSHINE' j NANDINA DOMESTICA SEIKA NANDINA 5 GALLON 36"D.C. +/-127 TRIANGLE SPACING LOW E I LPD.1 ro ON OF ® OLEA EUROPAEA LITTLE OLLE 5 GALLON 36"O.C. +/-91 TRIANGLESPACING LOW E/LPD.1 W � I 'MONTRA' DWARF OLIVE O O - O PELARGONIUM ZONAL GERANIUM 5 GALLON 24"O.C. +/-56 TRIANGLE SPACING MED E/LPD.1 x.1 `� 'AMERICANA RED' BOUGAINVILLEA ::?: y, — — �t R MINOR' LEPIS UMBELLATA DWARF YEDDA 5 GALLON 36"O.C. +/-69 TRIANGLE SPACING LOW E/LPD.1 �'MONKA' / 'MINOR' HAWTHORN AZALEA INDICA -, E ® RUSSELIA EQUISETIFORMIS FIRECRACKER PLANT 5 GALLON 36"O.C. +/-48 TRIANGLE SPACING LOW E/LPD.1 /RHAPHIOLEPIS UMBELLATA .: �,. °�I�' I I I I LL=—J'HAPPY DAYS' - ——_ ® TECOMA HYBRID BELLS OF FIRE 5 GALLON 36"O.C. +/-32 TRIANGLE SPACING LOW E/LPD.1 'MINOR' O .• I _ 'BELLS OF FIRE' ESPARANZA WA HIN T NIA RO AZALEA INDICA PROTECTIVE BARRIER HEDGE INFHFOUT 'ALASKA' IN N OUT CROSS PLAMS `WOE! 2 // JAPONICA W NTER EM'R. WINTER GEM BOXWOOD S GALLON 12'O.C. +/-240 BALOT BALL TO ROOT L DEPENDENT ON LOW E/LPD.1 HESPERALOE PARVIFLORA .. -- � GROUNDCOVER PLANT SIZE ^'BRAKELIGHTS, p +t OGD/L / ©O 1 • • ++ " -- 0 BOUGAINVILLEA 00-LA-LA 5GALLON 48"O.C. +/-43 TRIANGLESPACING LOW E/LPD.1 t 'MONKA' BOUGAINVILLEA LANTANAX NEW GOLD LANTANA IGALLON 36"O.C. +/-64 TRIANGLESPACING LOW E/LPD.1 'NEW GOLD' 0 LANTANA CAMARA TEENIE GENIE 1 GALLON 36"O.C. +/-49 TRIANGLE SPACING LOW E/LPD.1 -:Y.. •9 II O ®%, I I - 9 PELARGONIUM 'MONIKE' ^ 'AMERICANA RED' DWARF TALL FESCUE WEST COASTER SOD PER PLAN+/-2,639 MED ARMATA FESTUCAARUNDINACEA WESTCOASTTURF SO FT CTV ..... TEEL EDGE \ "'- ""y "`• I I I ==- -.:`::;: .._ •GENERAL PLANTING NOTES.SHALL CONTACT IN-N-OUT PERSONNEL FOR FIELD LOCATION OF SAID BOULDERS.REFER TO 4 ?" / O O • BOULDER DETAIL. V QUANTITIES SHOWN ARE APPROXIMATE,CONTRACTOR SHALL VERIFY COUNTAND ADJUST BASED ON ACTUAL to VM C • FIELD CONDITIONS AND SIZE OF PLANTERS. ALL PLANT MATERIAL SHALL BE REVIEWED AND APPROVED BY IN-N-OUT REP.AND LANDSCAPE ARCHITECT. ALIGN TREES WITH PARKING STALLS STRIPING. le%RANE STREET • CONTRACTOR SHALL INSTALL 2 AERATION TUBES,48"IN LENGTH FOR ALL TREES INCLUDING PALMS.INSTALL 4 j3 0 o o �8"PVC S— DEVICES FOR EXISTING TREES GREATER THAN 6"TRUNK DIAMETER. PLAN VIEW SCALE:1":20'-0" AGRONOMIC SOILS REPORT REQUIREMENT AFTER MAJOR GRADING OPERATIONS ARE COMPLETED,CONTRACTOR SHALL OBTAIN SOIL SAMPLES FROM MIN 6"DEPTH AND SUBMIT TO AN APPROVED LABORATORY FOR LANDSCAPE ARCHITECT: ANALYSIS AND RECOMMENDATIONS.OBTAIN A MINIMUM OF I SAMPLE PER ACRE AND CIVIL DRAWINGS REFERENCE NOTE: O�tWSCAPE 1 SAMPLE AFTER IMPLEMENTATION OF FIRST REPORT FOR VERIFICATION SOIL REFER TO CIVIL DRAWINGS SHEET C5,C6&C9 FOR THE FOLLOWING: 0 9 MEETS SOILS LAB STANDARDS.REPORTS MUST BE SUBMITTED TO LANDSCAPE •DIMENSIONS OF ALL PROPERTY LINES �•` ? ARCHITECT,CITY AND OWNERS REP.FOR REVIEW AND APPROVAL. •LABELING OF ALL EXISTING AND PROPOSED BUILDINGS, �Y m STRUCTURES,AND LANDSCAPING ELEMENTS. • ALL TABULATION OF SITE ITEMS INCLUDING PERMEABLE AND NON- 01/3112o0225 TREE ROOTBARRIER-FIBERWEB BIO BARRIER: PERMEABLE ION OF SITE WATER EFFICIENT LANDSCAPE STATEMENT BP e r mimeo a ,r • CONTRACTOR SHALL INSTALL TREE ROOT BARRIERS FOR ALL TREES WITHIN 6' I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE ORDINANCE L.' LANDSCAPE ARCHITECTS T9TEOF EAI.\FOp�P D. OF CONCRETE EDGE.INSTALL THE 24"VERSION AND SHALL BE CONTINUOUS FOR (STATE OF CALIFORNIA TITLE 23,DIVISI N 2,CHAPTER 2.7)AND APPLIED THEM FOR THE s� 10'ON EITHER SIDE OF TREE. FIBERWEB BID BARRIER: EFFICIENT USE OF WATER TH DS PE DESIGN PLAN. 20' 10, 0' 20' v 40' 60' • STREET TREES AND OTHER TREES LOCATED WITHIN 10-FEET OF THE PUBLIC CONTRACTOR SHALL INSTALL TREE ROOT BARRIERS FOR ALL 1 1 I 1 BRANDON PETRUNIO&ASSOCIATES,INC. RIGHT-OF-WAY(WITH THE EXCEPTION OF PALM TREES)SHALL BE PROVIDED TREES WITHIN 6'OF CONCRETE EDGE.INSTALL 24"DEEP AND BRANDON PETRUNIO DATE: May 19,2024 ECTS WITH A BID BARRIER. SHALL BE CONTINUOUS FOR VON EITHER SIDE OF TREE FOR A PEA 5894: SCALE:1":20'-0" Design Studio:301 N.San Dim-Ave.,San Dimas,CA.91773 TOTAL OF 10'IN LENGTH.SEE DETAIL E.SHEET LED GRAPHIC SCALE P.1 Cor Office:15699 CherrY Lane,Leaf Fontana,CA.92336 T:(424)235-8940,M:(951)312-9943,E:Brandon@bpalas.com APOGEE PROJECT NO.No.221350 CIVIL ENGINEER: IN-N-OUT BURGER REVISIONS OFESS/ DEVELOPER: Underground Service Alert MSL opa °hs IN-N-OUT BURGER o Call: Toll Free J\/J ENGINEERING, INC � 5 L"�GP y� NEC OF DEXTER AVENUE AND LANDSCAPE PLANTING 13502 HAMBURGER LANE a CML ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT m CRANE STREET PLAN '����0� BALDWIN PARK,CA 91706 V Q Apogee 301 NORTH SAN DIMAS AVENUE,SAN DIMAS,CA.91773 No.38382 m CONTACT:JEFF BRYANT TWO WORKING DAYS Q ArchiteaWral Partners (909)305-2395 FAX(9W)305-2397 s i LAKE ELSINORE, CA 92532 •\BURGER PHONE:(626)813-8275 BEFORE YOU DIG Q Ab1"tlOmO" T9TF LP 1 B]]SAODISMROA0,SUITE-I rn¢,1� 05-20-2024 OF CAl\E AODISON,T%75001 MARK S. LAMOURE X R.C.E. 38382 DATE AD ISON,1i0.23�2 COLLIER METAL SPECIALTIES LTD (� PREVAILING WIND 3333 MILLER PARK SOUTH (� �o COL GARLAND,TX11142 TOLL FREE:1-800-829-8225 ° PREVAILING WIND o STAKES SHALL BE PHONE:(972)494-3900 LEGEND ° P EVAIDLNG WINDS ® FAX:(972)494-1605 /"- ° 12' MOVE TREE BETWEEN wWw.colmetcom 1. PLANT PER LEGEND-1 GALLON L/ \_ w STAKES. w THRU 15 GALLON CONTAINER _ C2. SET CROWN 1/2"-1"ABOVE 11 a :p 0 ep O SURROUNDING GRADE. 3. WATER BASIN MIN 4"DEPTH. °°o OSIZE °0 3 REMOVE PRIOR TO END OF C • " Dm'.a•x IaGA F.G. 5 2 6 MAINTENANCE PERIOD. o D1o'xa•x ICGS 4. AM ENDED BACKFILL-RIP AND D10'x4:xlre^ NOTE: D 10.4 xLIB• TILL ENTIRE PLANTING AREA TO A.PALM HEIGHT SHALL BE DOUBLE STAKE PLAN VIEW �1oa4x va^ 4041am A DEPTH OF 10"&INCORPORATE DETERMINED FROM THEAMENDMENTS IN THE UPPER 1/3 NEWEST FROND TO FINISH II u= I 1=III=III D1o'xs•x I4GA -III III-_ OF PLANT PIT. Q. GRADE. D+o'.s•x ire^ ✓ �=\�/j \� 5. 20-10-5 FERTILIZER TABLET PER z B.18"MIN.CALIPER SIZE AT BASE LEGEND D 10'x5'xL16' ( -III //\ / III- 4 SPECS.IN ADDITION TO F = OF PALM DESIRED A. BUBBLER PER IRR GATION PLAN jwp 6 D1o'xs•x v4" I \j� \j COMPOST AND FERTILIZERS. Q O C.SKIN/DIAMOND CUT PRIOR TO B. TREE ROOTBALL O ✓' -III \// //\ - 6. 3"MULCH OR OTHER GROUND w_ DELIVERY AT NURSERY C. AERATION DEVICE PER NOTE 1 ¢m CL]7coLowRNISH I - - - - - III=II PLANE MATERIAL PER PLAN, w N 8'-011 BELOW o y TaeLacx ] ,III:,-�-III-III-III, .�- KEEP MATERIAL AWAY FROM � O F DsaowN U ❑ O /3 PALM HE T ESTABLISHED PLANTS(21 GRAW u 12 7 ❑GREEN PLANT STEM AND LOWER O O ❑UNFINISHED GALVANIZED 2 TIMES BRANCHES. r ¢ FOR EACH 12-18 INCHES OF PLANT HEIGHT OR SPREAD,OR FOR EACH DUNFINIBHED PAW STEEL ROOTBALL DIA. 7. UNDISTURBED SOIL. m 0O 1.ONE T B TREE TRUNK DIAMETER USE: - 8 1 D 1.ONE TABLET FOR SLOW GROWING PLANTS g E SHRUB PLANTING 1 2 3 5 2.TWO TABLETS FOR FAST-GROWING PLANTS OR POOR SOIL SITUATIONS. 0 m I) SCALE:NO SCALE 21-GRAM FERTILIZER TABLET CHART-NEW PLANTINGS 4" II _ CONTAINER SIZE 1 GAL. 3 GAL. 5 GAL. 15 GAL. 24"BOX 36"BOX 48"BOX _ 4 RECOMMENDED 14 OUANITY OF(21 G) 1 2-3 2-3 1-10 15-24 22-36 30-48 10TES 1NSTALIATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2 3 4 I, - 6 PLANT TABLETS 2.ALLDIMENSIONSARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. ; = 7 3.DO NOT SCALE DRAWING 4.FOR ORDERING DIVIDE NUMBER OF FEET NEEDED BY 9.33 TO OBTAIN THE NUMBER OF 10 PEICES NEEDED. AIL- -� - B Q -- 5.CONTRACTOft'SNOTE:FOR PROOLCT MD COMPANY INFORMATION VISIT.CAD-ils.cwnliNa }� � I, III- III LEGEND REFERENCE NUMBER 1023000. 13 -Q a I1I1I1 .5 X DIAMETE : 9 1. 4"PERF.PVC PIPE W/SAND SOCK;CAP 8. 3"DEPTH OF MULCH REFER TO 2 X DIAMETER -III- F ROOTBALL BLACK N.D.S.DRAIN GRATE&HOLD IN PLANTING LEGEND FOR TYPE. OF ROOTBALL :4'. _ III -III La PLACE W/S.S.SET SCREW.SET FLUSH 9. 3"-4"HIGH BERM AROUND OUTSIDE WIDTH �1 COMMERCIAL GRADE STEEL LANDSCAPE EDGING 6" ® III=1 LEGEND W/GRADE&+6"BELOW ROOTBALL OF ROOTBALL.REMOVE PRIOR TO z SCALE: NO SCALE _III-III-I =III= 2. PLANT TABLET.REFER TO SPECS AND END OF MAINTENANCE. 1. WATERING BASIN TO BE REMOVED PRIOR TO END OF MAINTENANCE PERIOD.11 I I I I I-I TO TABLET LEGEND. 11. FINISH GRADE 2. 4"PERFORATED PVC PIPE WI SLOTTED GRATE CAP SET FLUSH WI GRADE.(PIPE I I= 4 �4 �III- 3. AMENDED BACKFILL.AMEND PER 11. PLANT PIT.SLOPE TO DRY SUMP. NOTES: 5 LENGTH=48"). AGRONOMIC SOILS REPORT. 12. DRY SUMP.4"DIAMETER X W DEEP INSTALL T DIAMETER RING OF MULCH @ BASE OF TREES IN TURF AREAS ONLY. --ITT ���_LI-I I I = 3. 18'WIDE MIN.AT BASE OF PALM. 4. COMPACTED NATIVE. MIN FILL WITH a"WASHED GRAVEL. CONTRACTOR SHALL INCREASE DIAMETER 12"FOR EVERY ADDITIONAL SIZE OVER 24"BOX. F-� 4. WASHED PLASTER SAND 100%BACKFILL. 5. 2"X12'PINE LODGE POLE STAKE OR 13. INSTALL ROOT BARRIER,AT ALL INSTALL ARBOR GUARDS @ BASE OF TREES IN TURF AREAS.AUGERED HOLE CAN BE PLANTING NOTES- IN-N-OUT BURGER -II 5. FINISH GRADE. APPROVED EQUAL(2 REQU.) TREES WITHIN 6'OF HARDSCAPE, OMITTED FOR AREAS PASSING PERCOLATION TESTS.CONTRACTOR SHALL TEST MULTIPLE 1. ALL DIMENSIONS&CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR ON THE JOB NOTE: 6. PLANT PIT. 6. RUBBER CONCH TIE(2 PER TREE.) MINIMUM 10'LENGTH,INSTALLED AT HOLES PER APPROVED PERC.TEST METHOD. SITE.THE PLANTING PLANS ARE ONLY ACCURATE FOR PLANTING LOCATION AND TYPES. INSTALL EXPANSION JOINTS EVERY 16 O.C. 7. ROOTBALL. 7. ROOTBALL TO BE SET V ABOVE FINISH EDGE OF ADJACENT HARDSCAPE. REMOVE CONCRETE DEBRIS OR OVERPOURS AS REQ'D.TO ALLOW ROOT BARRIER TO LAY 8. PITCH FLOOR OF PIT TOWARDS SUMP. GRADE. 14. MULTI PORT BUBBLER PER LEGEND FLUSH AGAINST ADJACENT HARDSCAPE. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES BY PLAN CHECK.THE PLANTING LEGEND 9. 6"DIA.X 36"DRY SUMP W/GRAVEL FILL. IS ACCURATE ONLY FOR PLANT SIZE.IN THE EVENT OF A DISCREPANCY,THE CONTRACTOR LEGEND SHALL ADJUST THE QUANTITIES OF THE SMALLEST PLANT SIZE SPECIFIED IN THE LEGEND 1. DECOMPOSED GRANITE 10.IRRIGATION PER PLAN.6 PER TREE. TO CONFORM WITH THE QUANTITIES REQUIRED BY THE PLAN. 2. 2800 PSI CONCRETE WITH#3 REBAR 11.FRONDS TIED PRIOR TO INSTALLATION WITH ORGANIC TWINE.FRONDS TO /� \ TREE PLANTING CENTERED. REMAIN TIED FOR NO LONGER THAN 3 WEEKS. /" SCALE: NO SCALE 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO 3. 1/2"RADIUS. 12.CROSSED PALMS TIED WITH 5/8"ORGANIC TWINE,25-30"LENGTH REQUIRED. THE INSTALLATION OF TREES.ALL TREES SHALL BE PLANTED AT LEAST 5'FROM ANY 4. TURF OR SHRUB PLANTING FINISH UNDERGROUND UTILITY SUCH AS SEWER,GAS,STORM DRAIN,ELECTRICAL,CABLE,OR GRADE.`=1"IN TURF AREAS.2"IN TELEPHONE. SHRUBS CROSS PALMS 5. 90%COMPACTED SUBGRADE. 3. ANY DISCREPANCIES OR OMISSIONS SHALL BE BROUGHT TO THE LANDSCAPE SCALE:NO SCALE ARCHITECTS ATTENTION PRIOR TO WORK. ^ LEGEND MOW CURB 1. WATERING BASIN.REMOVE PRIOR TO END OF 4. CONTRACTOR SHALL NOTIFY THE DISTRICT'S REPRESENTATIVE OF SITE CONDITIONS J SCALE:NO_SCALE MAINTENANCE PERIOD 2. 4 PERFORATED PVC PIPE W/SAND SOCK.SET WHICH PREVENT INSTALLATION PER PLANS AND SPECS. FLUSH W/GRADE,CAP OFF WITH BLACK DRAIN 5. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATION PLAN SIDE N B V-MINIMUM DIAMETER LIMITED ONLY BY ROOT 11 GRATE(2).SCREW GRATE TO PIPE EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND VARIES PER PLAIN WALK BALL ON NEW INSTALLATIONS,PROVIDED'W'IS 3. MULCH OR DIG PER PLAN. U TER >6 IN.(152MM) _ 4. FINISH GRADE. SPECIFICATIONS. W-6 IN.(152MM)MINIMUM IF STRATUM OF BED 5. PLANT PIT.BACKFILL 100%WASHED PLASTER 6. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TO PLANT MATERIAL 2 1 2 3 ROCK,HARD PAN OR WATER EXISTS `�� SAND WITH 90 LBS OF PALM FOOD MIXED IN @ WITH THE EXEMPTION OF LARGER BOX TREES.CONTRACTOR SHALL HAND WATER vaRlEs B B IF-L FT. GS RECOMMENDED OR CONTINUOUS = _ LOWER ROOTBALL.OF PALM. IF PLANTINGS ARE<20 FT.(6M)APART r ❑ MATERIAL IF IRRIGATION SYSTEM WILL NOT BE FUNCTIONAL WITHIN 48 HOUR PERIOD AT NO Y-LIMITED ONLY WITH RETROFIT INSTALLATION m O Z T 6. PITCHFOR O SQ.X OW TALL,MIN. COST TO OWNER. ._ ROOT TRIMMING(TREE STABILITY) = rn _ r O 7. PITCH FLOOR OF PIT TOWARDS SUMP. Z-2 FT.(0.6M)MINIMUM,4 FT.(1.2M)OR C0 13 8. UNDISTURBED NATIVE SOIL 7. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT,BUT NOT BEFORE I w O r 9. 6"DIAMETER X 36"DRY SUMP W/GRAVEL FILL. GREATER RECOMMENDED O tl3 IRRIGATION COVERAGE TEST HAS BEEN APPROVED.EXCEPTIONS WILL BE MADE FOR _ -1-- �`, ! x w - PLACE FILTER FABRIC ON SIDES AND DOCUMENTS. LARGE BOX TREES TO PREVENT CONCRETE DAMAGE.(SEE SPECIFICATIONS). III-III- z 14 30 - 10. IRRIGATION PER CONSTRUCTION DOCUMENTS. III-III-III-III-III-III-�- NATIVE SOIL 19.5"(0.5M) ¢ 11. TIE FRONDS W/2 PLY MARLINE OR HEMP TWINE. -� CONCRETE Ii 2 IL. CONTRACTOR TO REMOVE TIES ON FRONDS 8. SHREDDED MULCH INSTALLATION:INSTALL SHREDDED MULCH IN ALL SHRUB& I- - I I- = BACKFILL 19.5"SOOMM BARRIER III= - ( ) CURB r O O UPON EMERGENCE OF NEW GROWTH OR 90 GROUNDCOVER AREAS AT A DEPTH OF 2"UNLESS OTHERWISE INDICATED ON PLANS. BARRIER BRING TOP OF Z d 1 w DAYS,WHICHEVER OCCURS FIRST. MATERIAL SHALL BE SPREAD SMOOTH AND EVENLY AND THOROUGHLY WETTED TO AID IN MAX.WIDTH 8'(2.4M) GRADE 2� O N CONCRETE SIDEWALK BIOBARRIER TO O r ¢ 12. BROWN TRUNK HEIGHT MEASURED FROM BASE COMPACTION.(SEE SPECIFICATIONS)MULCH SHALL BE AGROMIN.(800)247-6646.MULCH 5 4 SURFACE GRADE m m 3 OF PALM FRONDS. TYPE:ES-2 MULCH UNLESS OTHERWISE INDICATED PER PLANS OR SPECS. LEGEND LEVEL 13. ENTIRE TRUNK OF PALM TO BE SKINNED GRANULAR ` 10 4 (WASHINTONIAS)OR DIAMOND CUT(PHOENIX) 9. ALL SLOPES 2:1 AND GREATER ARE TO RECEIVE JUTE MESH NETTING.ALL SLOPES 1:1 AND 1. INFILL GAPS WITH DO, BASE ASPHALT PER INDUSTRY STANDARD.WHERE APPL. GREATER ARE TO RECEIVE BIOD-MAT 70 WITH STAPLES EVERY 2'O.C.MAX.HEAVY DUTY 2 COBBLESTONE EDGE 4"-B DIA.-TO BE APPROVED BY_X-SUBMIT o sAMPALE PRIOR TO INSTALLATION.BURRY MINX TO'h of COBBLE °o o GRANULAR 14. SLOW RELEASE PALM FOOD STAKES.QUANTITY STAPLES OR 8"LONG NAILS IN AN X PATTERN WHERE SLOPE HARDNESS REQUIRES. 3. FINISHED GRADE PER PLAN,DECOMPOSED GRANITE PER f BASE ����� III _ _ PER MANUFACTURER RATES. CONSTRUCT ON PLAN LEGEND. / LI 10. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED 4. COMPACTED SUB GRADE SEE STRUCTURAL SOILS REPORT NATIVE NATIVE SOIL - FORPERCENTAGE LV o TIC LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE s. +SAND BED FILL COBBLE GAP$WITH DO SOIL NEW PLANTING BACKFILL 0 w 5 NOTE: LANDSCAPE CONTRACTOR AND/OR HIS SUB-CONTRACTOR.REPLACEMENT ITEMS SHALL BE (SEE NOTES) O❑ m A. COVER MAIN SHOOT COMPLETELY W/ EXACT DUPLICATE OF OF ORIGINAL WORK ON PLANS,UNLESS OTHERWISE APPROVED BY THE DISTRICT'S AUTHORIZED REPRESENTATIVE. / (�1 COBBLE NATIVE SOIL 19.5"0.5M _ SURROUNDING FRONDS AT TIME OF V CONCRETE ( ) _III EXCAVATION. SCALE:NO_SCALE BACKFILL 19.5"(SOOMM) CURB BARRIER - _ 7 B. PALM HEIGHT SHALL BE DETERMINED FROM 11. THE CONTRACTOR SHALL TAKE SOIL SAMPLES FROM A DEPTH OF(12")TWELVE INCHES BARRIER BRING TOP OF - " _ THE NEWEST FROND TO FINISH GRADE. MINIMUM FROM(3)THREE LOCATIONS AS DETERMINED BY THE LANDSCAPE ARCHITECT AND MAX.WIDTH 8'(2.4M\ L GRADE C. SKINNED TRUNK TO 8'FROM TOP OF (2)TWO FOLLOW-UP LOCATIONS AFTER AMENDMENTS HAVE BEEN INCORPORATED PER CONCRETE SIDEWALK SU BARRIER TO $ PINEAPPLE.DATE PALMS ONLY. ORIGINAL REPORT. SURFACE GRADE z LEVEL a 9 D. SKIN/DIAMOND CUT TRUNK PRIOR TO GRANULAR -- - DELIVERY AT NURSERY. 12. CLEANUP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE 2 - BASE HALT PLANT PIT E. 18"MIN.CALIPER SIZE AT BASE OF PALM DISTRICTS REPRESENTATIVE. o ASP co N \GRANULAR 1.5 X ROOTBALL DESIRED. 13. ALL TREES PLANTED WITHIN EIGHT FEET OF CONCRETE AND/OR ASPHALT PAVING SHALL - - u BASE HAVE A ROOT BARRIER INSTALLED WITH THE TREE.INSTALL PER MFG.SPECIFICATIONS. -- NATIVE / NATIVE SOIL ROOT BARRIER BY BIO-BARRIER OR EQUAL. SOIL RETROFIT PLANTING BACKFILL g PALMS 1 3 7 4 5 6 (SEE NOTES) SCALE:NO_SCALE 14. TREES SHALL BE STRAIGHT AND OF UNIFORM SHAPE WITHOUT DAMAGED,CROOKED OR NOTE: NOTES: MULTIPLE LEADERS.TREES WITH ABRASIONS OF THE BARK,SUN SCALDS,DISFIGURING A. SIZE:24"-48"BOULDERS. 1.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S KNOTS OR FRESH CUTS OF LIMBS OVER 1/2 INCH WHICH HAVE NOT BEEN PRUNED AND B. 1 OF BOULDER TO BE BURIED BELOW FINISHED GRADE. SPECIFICATIONS. PAINTED OR COMPLETELY CALLOUSED,WILL NOT BE ACCEPTED.BOX SIZE STOCK SHALL Y3-Y2 2.DO NOT SCALE DRAWINGS. LANDSCAPE ARCHITECT: HAVE GROWN IN SPECIFIED CONTAINER SIZE FOR A MINIMUM TIME TO FULLY ROOT INSIDE C. REFER TO BOULDER LEGEND FOR COLOR,AND SIZE OF 3.SEE PLANTING DETAILS FOR MORE INFORMATION. VNI4DSCApE SAID CONTAINER. BOULDER. 4.AN ARBORIST SHOULD BE CONTACTED BEFORE EXTENSIVE CUTTING OF ROOTS. LEGEND 5.FOR MAXIMUM PROTECTION IN HIGH ORGANIC SOILS(>10%),WITH AGGRESSIVE ROOT - 'y 1. 3 INCH THICK SAND BASE. SPECIES (ESPECIALLY A RETROFIT INSTALLATION)AND/OR INCLOSE PROXIMITY TO m 2. FINISHED SURFACE PER PLAN. OLEFIN PLASTICS,SPRAY STAURATE TRENCH WALLS WITH LIQUID TRIFLURALIN.MIX OR " 3. ACCENT GRANITE BOULDER. FILL TRENCH WITH SAND OR GRAVEL. 01/3112D025 4. VERTICAL PLACED GRANITE BOULDER. 6.REPORT ALL DISCREPANCIES TO CONSULTANT PRIOR TO INSTALLATION. BPA * me.,°I034 5. ACCENT GRANITE BOULDER. rqT ogre p?`P 6. COBBLE STONE. D FIBERWEB BIO BARRIER LANDSCAPE ARCHITECTS , CAL\FO 7. COMPACTED GRADE. SCALE:NO_SCALE BRAN DON PETRUNIO&ASSOCIATES,INC. BOULDER ITEC. SCALE:NO_SCALE Design St.dw:301 N.S°.Dimas Ave.,S.n Dimas,CA.91773 Corp Office:15699 Cherry Leaf Lane,F°.ta.°,CA.92336 T:(424)235-8940,M:(951)312-9943,E:brand°.@bp°I°S.com APOGEE PROJE_TNO.221350 CIVIL ENGINEER: Underground Service AlerT IN-N-OUT BURGER REVISIONS OFESSI LANDSCAPE PLANTING DEVELOPER: MSL �oPR L °^<s� IN-N-OUT BURGER ' ` Call: Toll Free � ENGINEERING, INC. yes. " yc NEC OF DEXTER AVENUE AND DETAILS SHEET 1 13502 HAMBURGER LANE CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT CRANE STREET BALDWIN PARK,CA 91706 Q 301 NORTH SAN DIMAS AVENUE,SAN DIMAS,CA.91773 N. 38382 IN N OUT CONTACT:JEFF BRYANT TWO WORKING DAYS Architedural Partners (909)305-2395 FAX(909)306-2397 LAKE ELSINORE, CA 92532 elk BURGER PHONE:(626)813-8275 BEFORE YOU DIG 0 "'"i1"°�°"' w �TgTF c V\, � P LP D PH:1404GS)EE 3 m1- 1B]75ADDISON ROPD,BUTTE?50 m ,,lp1,,,,,u,P 05-20-2024 OF CAI.\f AnD N,TX� D1 MARK S. LAMOURE X R.C.E. 38382 DATE