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Sundance Sheperd Lane Parkway_1
4�VPVJ-d 6. FR RGA ANDSCA A CHIT CTS , NC. 20 A SSANDRO SUIT A M D S R CA Jt� 740 {/1 7 7735615 (760 ) 568 3624 FAX (760 ) R r M e.. 1 � MAII RGA* GA � LANDSCAPE ARCH ITECTS, INC. D.COM r STANDARD SWABOLS AND ABE19EVIA11ONS INDEX: — — LIMIT OF WORK PROJECT: SHEET MATCHLINE IP-1 O KEYNOTE, SEE MASTER LIST ON SHEET SUNDANCE �RIC�AT�oN PLAN_ . 11� ���� P-2 DETAIL NUMBER W _ � PAF AY - SHEET NUMBER "(RAC' 30216 F131GATON ('� CATIOW I'-3 1 EXPANSION JOINT PAW IMSMT, CA. PLANTING'` PLAN PL-1 � SCORE JOINT POINT OF BEGINNING FOR DIMENSIONING PLA"NG DUALS PL-2 �- DIRECTION OF SLOPE. 1% MIN. ON HARDSCAPE PLA"NC SMCMATIOW PL.-3 ELEVATION DETAIL t HDR HEADERBOARD ALIGN ALIGN ACCORDINGLY TYP. TYPICAL PA PLANTING AREA CL CENTER LINEr I PROPERTY bNE R RADIUS DWN DOWN RISERS EQ EQUAL WS WATER SURFACE LEVEL MIN MINIMUM COL COLUMN --fir• HP HIGH POINT LP LOW POINT DIA DIAMETER - CONT CONTINUOUS { Tim uFT('_'T-IT _ SIM SIMILAR 0.C. ON CENTER GHA PALOMA GROUP, LLC W--W6 ADB..M ROAD CATHEDRAL C ", CA. 9=34 CITY OF PALM DESERT DEPARTIUiENT t?P ENT �C COMMUNITY DEVELOPMENT APPROVED BY: C.C.RES.NO, __ STAFr 4ETTFR0. p P C, 0 r ARC AC lUN F RM O` BY ate CONSTRUCTION SHALL COM NCE WITH ONE YEAR OFTHIS APPROVAL i 1 , , F REVISIONS 1 PER CITY 11029.01-- - �� �� ��► 2 PER CITY U28.01 0.. VICINITY MAP: *' 2 LLB co CONSULTANTS ,, Z �. Iy Underground Service Alert Q r C) Call. TOLL FREE _ Z I GLUM FORD mm / D 1 - 800 227- 2600 CVWD LANDSCAPE APF ROVA-l . TWO WORKING DAYS BEFORE YOU DIG Or � 't i r i&'4t"r 3PROJECT NO: ow S c�n IQ v C Z Y..,r �a ? +5Lf , t31 g�"L TE@2� {'"' a a r'.:Mk82Y{ �A CTCuy7CY17t:.G1: DATE 07.05.01k�. F . THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY RGA, INC. FOR r USE ON THIS PROJECT AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESSED WRITEN CONSENT OF RGA, INC. ® '00 �//"��� .�+�. 0. .pia , 777 Amw 1 f i LANDc, 74020 PAL. FA E—MAIL 1 i I I 18 15 , I 1 , , I I t 1 1 1 1 , 1 I 1 , V ' - ------i ' ' _ i I I I � 1 L------------------------------ _--.------ -------- 1 1 L------- 1 --- 1 ' ---------------------------------------------- W 32 ; I 16 1 ' ' ' 1/I I I 1 - i S1 � I � 1 i 1 t 1 t i . , I It I I I I I 1 ' 1 ' 1 I W ' J 1 1 1 I Z , I - � �� 1 � Z 1 � t it OLomm w t �------------------------------------ ----- 12' I-IT 1Q HT ; 1 (W Z � z Z 1LJ"T t''�4n- I 12 HT c�NL u fl L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Y I • - - 8'- T- - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - _ - - - a = co �- ' w cr)1 �i S H E P H E R D L A N E ' PLANT LEGEND SYMBOL CODE BOTANICAL NAME COMMON NAME WATER USE OTY SIZE Al REMARKS TREES= A 0 AST ACACIA STENOPHYLLA SHOESTRING ACACIA LOW/MED 7 24' Box STANDARD ASHINGTOMA HYBRID WASHNOTONIA HYBRID HIGH 12 SEE PLAN FOR HT 14' -16' D(A.TRUNK •3' SK VNED CACTI RU • BPECCATl03 4 BOUGAWVILLEA'ROYAL PURPLE' BUSH BOUGANVLLEA LOW/MED 12 5 Gal O CME CAESALPINIA MEXICANA MEXICAN BIRD OF PARADISE LOW 6 5 Gal AL HP HESPERALOE PARVIFLORA RED YUCCA LOW 9 1 Gal 142r/ HPY HESPERALOE PARVIFLORA'YELLOW YELLOW YUCCA LOW 7 1 GalSHEETIE BCOK ❑ + JUC JUSTICA CAL K)FMCA 04WAROSA LOW/MED 22 5 Qai LFR LEUCOPHYLLUM L'RK)BRAVO' TEXAS RANC�69 LOW/MED 14 5 Gal (D® MER MUHLENBERGIA CAPLLAM'REGAL MIST 'REGAL MIST TM MED 12 1 Gal - SAN SANTOLWA CHAMAECYPARI3 W LAVENDER COTTON LOW/MED 9 1 Gal pf'�p.J. ,, RP ESPALIE NES: BBK BOLKC A�lVILLE.A'BARBARA KARST BOUGAINVILLEA LOW 244 15 Gal DRA'✓d��s L.T GROUN OVER: LAM LANTANA MONTEMDENSIS PURPLE PROS.LANTANA MED 4 1 Gad ® LNG LANTANA'NEW GOLD' SPREADING YELLOW LANT) 6 1 Gal DG DESERT GOLD 3/8'MNUS W/11..FINES- T DEPTH COVER AREA COMPLETELY _ Ra 1.PLANT OUANTtTY List Is provided for the convenience of the contractor/cleat and is not intended for accurate bidding purposes. 2.PLANT ALLOWANCE:The contractor shall provide$MW to be "d for plant material not listed on the legend, which A be specified and field located by the Landscape Architect. M this allowance Is not used,or Is only partially used, the unused portion shal be refunded to the Owner by the Landscape Contractor. DATES ° C?=1M &LANDSCAPE ARCHITECT: Shall field review all plant locations prior to planting. Plants shall be placed In their intended locations while still In their containers/boxes 4. N T PRICES:Landscape Contractor shall furnish unit prices for al plant material and irrigation material when stetting � �a U his bid to the owner. 5.WARNING Plant material listed may or may not have been approved by the Agricultural Coal Amloner's office. Landscape Contractor,please contact the Agricultural Commissioner for approval. Plant material not conlorming with quarantine laws may be destroyed and civil action taken" Al plant material is subject to inspection at the discretion of the Agricultural q a Pm crry 10 brr NORTH Pit CrTY zJ SCALE: 1"=20' GRAPHIC SCALE 0 *► 60' 40' 20' 10' 0 CVWD LANDSCAPE APPROVAL ' .. .. i p1s lie t1z>3 c1a1ie Vslls7 Itata # . tts1F, A4 q. Rio . flAU 1t ctcafst: etalioa ctg ctgslc . PL-1 .......... tte �" • � t L-9154 LANDSCAPE ARCHITECTS, INC. 74020 ALESSANDRO, SUITE E PALM DESERT, CA 92260 (760) 568-3624 FAX (760) 773-5615 E-MAIL RGAARGA-PD.COM ' i 1 15 18 I31 I i 1 ' , iI , , , ---•-- - ` -s ' I ' I--------------------------------------------l---------I i- ------------------------------------------------- ---1 ' ' 1--- ------------ ------ i-------` 1 I I + , I I 1--------------------------------------------�------ ----------------------------------- I I ------- ---------------------------------------1'------- , �I 1 I t 1 i f + f , I • ' t ' I 16 1732 'i jjjIf if 1 I j -_- ! CONTROLLER A 1 --------------------------------------------'-------- I - ---- -------------------------------------------- W 13 01 u 0 Li Li 0 13 X n rj On li - m n ii - n ry 2w] -f� -T Li, u u �u I VI _i-� - - - - - - - - _ ❑ _ _ - - - - - - _ -$- 15� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q ❑ ❑ ❑ - ❑ - - o - - - © �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -12- - - - - - - - - - - - - - - - - - - - 20 - - - ❑ - - �- LJ A" 1 1 4 QF F - cDSF 2 1 1$ 2 2 2 U U • CL 0�. Q- _._ _.._. _._ - - - - - - - - - --{.s}- r--.r- - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - - -.� W - - - - - - - - - co S H E P H E R D L A N E . DT P.O.C. 3/4" METER AND BACKFLOW • -- - - - - - - - -- _ __ _ _ REVENTER PER C.V.W.D. �'�'=-=-_-__ - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - -- -VE-RAF-Y-SIZE- -AND-L-OCA-TKON IN-FIELD.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - ' ` PROJECT NAME: SUNDANCE (MODEL PLAN 1 FRONT YARD) Ai© PROJECT NUMBER: 0138 ZONE 4 TOTAL AREA: 6,595 S.F. = 0.2 ACRES LAWN AREA: 0 S.F. SHRUB AREA: 5,725.33 S.F. Al IRRIGATION LEGEND TREE AREA: 870.02 S.F. SYM MANUFACTURER + MODEL PSI GPM RAD. DETAIL REMARKS %OF LAWN: 0% /2\ ❑ RAINBIRD XBT-10 EMITTER 20 1 GPH 0 1 WATER USAGE PER SEASON X RAINBIRD 1404 BUBBLER 20 1 0 1 LAWN 18.99 X .68 X 0.00 X .62 / 748 = 0.00 © RAINBIRD GB SERIES VALVE K .75 AMIAD 39-01 FILTER K BpECFiCAT10NsE3 SHRUB LOW 18.99 X .22 X 2,106.76 X .62 / 748 = 8.11 •90 SINNINGER PR-20 HF PRESSURE REGULATOR K S LOW/MED 18.99 X .40 X 2,61a.7a X .62 / 748 = 18.26 awimT �C P C API FCH-H-FHT SELF FLUSHING END VALVE L R 90 LEIT 4004 CONTROLLER B PROJ. MM FP N MED 18.99 X .58 X 1,007.87 X 62 ! 748 = 10.22 ® USE LEMA SOLENOID ACTUATORS G .90 TREE LOW 18.99 X .22 X 320.57 X .62 / 748 = 1.48 Q RAINBIRD 33DLRC OUICK COUPLER D DRAVM LT .75 ►� NIBCO T-113 GATE VALVE E HIGH 18.99 X .90 X 549.45 X .62 / 748 = 10.38 �i+1"'EC1(E .75 �N 3/4' METER AND BACKFLOW PREVENTER PER C.V.W.D. A LAWN 54.87 X .56 X 0.00 X .62 / 748 = 0.00 -' MAINLINE USE SCH 40 PVC PIPE per• NO 4 .75 LATERAL LINES 1/2" USE CLASS 315 PVC PIPE, 3/4' AND ABOVE USE CLASS 200 PVC PIPE SHRUB LOW 54.87 X .33 X 2,106.76 X .62 / 748 = 35.13 DATE 07JOW •90 = _ _ _= SLEEVING SCH. 40 ABS PC PIPE-1 1/2 TIMES IRRIG. PIPE ULOW/MED 54.87 X .46 X 2,610.70 X .62 / 748 = 60.69 1 VALVE STATION M 90 I - �/� �At..� r - �'".�'� M MED 54.87 X .58 X 1,007.87 X .62 / 748 = 29.54 VALVE SIZE E DT - DESERT TREES R .9a DS - DESERT SHRUBS TREE LOW 54.87 X .33 X 320.57 X .62 / 748 = 6.42 .75 NOTES- Apm CCTV '10.2= t THESE PLANS ARE DIAGRAMATIC. NORTH HIGH 54.87 X .90 X 549.45 X .62 / 748 = 29.99 2 MAINLINE AND VALVES ARE SHOWN IN HARDSCAPE FOR CLARITY ONLY. 4�pm CTtY ILW-m .75 3. IRRIGATION CONTRACTOR TO INSTALL RAINBIRD PRS BODIES ON ALL : ry HEADS ADJACENT TO HARDSCAPE. LAWN 15.86 X .60 X 0.00 X .62 / 748 = 0.00 75 SCALE: 1"=20' SHRUB LOW 15.86 X .24 X 2,106.76 X .62 / 748 = 7.39 GRAPHIC SCALE .90 1 W eo' 40� Zo' �o� o � LOW/MED 15.86 X .41 X 2,610.70 X .62 / 748 = 15.63 N 90 T E MED 15.86 X .58 X 1,007.87. X .62 / 748 = 8.54 R gQ CVWD LANDSCAPE APPROVAL TREE LOW 18.86 X .24 X 320.57 X .62 / 748 = 1.35 , .,, . 75 1se, ia ta�� rvt� 4 'trw« NO 4>rY nth 3i' te '"`s HIGH 15.86 X .90 X 549.45 X .62 i 748 = 8.67 �+ 4 �' + ixirrgtAcx #za�scee + d, gx� ; r1rr�''1'acve1^c a.pangC �rr onto} .75 TOTAL 243 �4��1 MWA 89.72 X .80 X 6,595 X .62 / 748 = 39 ARN 2 # >< 1p-1 • MWA 89.72 X .50 X 6,595 X .62 / 748 = 245 4111 APPLIED ENG.(OR EQUAL)12"x18" PLASTIC BOX APPLIED ENG. (OR EQUAL) ROUND PLASTIC BRASS NIPPLE TYP. PRESSURE GAUGE TAP & COVER W/. LOCK TOP MARKED IRRIGATION BOX & COVER. COLOR TO MATCH CONTROL VALVE. COLOR TO MATCH SURROUNDING SURROUNDING SOIL 4 PLACES ( ) ELL (0-200 PSI) BOX TO BE PLACED SOIL USE LAVENDER BOX FOR RECLAIMED WATER USE LAVENDER BOX FOR RECLAIMED ::.:._ :......:• .. .:.:;,.,.: :.:: :.: WATER APPLICATION. ( ) �( ) ��t �( 2 PLACES AT RIGHT ANGLES APPLICATION. GATE VALVE LANDSCAPE ARCHITECTS, INC. PLASTIC FACE :: ._:'': <. .... ...:: : . ' :: TO HARDSCAPE EDGE ° 74020 ALESSANDRO SUITE E REDUCED PRESSURE OVER MARKED. IRRIGATION GATE \/ FINISH GRADE BACKFLOW PREVENTER ELBOW BRASS VALVE SEQUENCE TO BE PAINTED ON ti� �o'c PALM DESERT, CA 92260 B (BRASS) x x x x..:............ :.... :.::. ........::. :.•::: :.::.:.:::.... .:. ,.._.. . . : Box 760 568-3624 �,°$ p EACH 04 x x x x x GATE VALVE BRASS NIPPLE S COCK TYP. x x x x x TEST ( ) UNION 7� FAX (760j 773-5 5 x x x x x x x FINISH GRADE - . RGA@RGA-PD.COM 4 PLACES CONNECT WIRES BY SOLDERING TOGETHER & �/ F tea$ PRESSURE SUPPLE, :. APPROVED .. � � x x x x x x x x x L.4Y AREAS — - 4 STRAINER 40 _ WATERPROOFING. USE AN UL APR — E MAIL ADDRESS: # LINE DISCHARGE :.:.... \ :...::: MESH MONEL \ UNDERGROUND WIRE SPLICE KIT , ;• +;;, l;;; , y!\ ,� x x x FINISH GRADE „ \i 4 THREADED NIPPLE CURL EXPAN- SHRUB AREA PVC SCH. 4041 ::r: A SION LUOP(MIN.24"71 ) \� MALE ADAPTOR ELL • E LINE /�\ \ HANDWHEEL FINISH GRADE NON PRESSURE , STREET ELL \\ ' BRASS ELBOW /, LAWN AREAS �� FITTING STREET ELL PIPE PVC LINE P 3„ /. � e. SOLENOID RELIEF PORT Ir FINISH GRADE ° ° ° 8 LEND sa FINISH GRADE SHRUB AREAS . ••° :• - ° PRESSURE SUPPLY 12 THREADED NIPPLE '� '•' LINE (SEE SPEC.) TEE (THREADED OUTLET) ��• ��' • .og'ed �e 'tea FLOW ADJUSTMENT " i�/ a' •a•e°�` �- ;�. . PEA GRAVEL BRASS ELBOW FLOW z ` lb °�� ° PEA GRAVEL ( ) �� .2 CU. FT. ' MIN. 3 CU. FT. ((M N ) PVC SCH. 40 MALE .• ° FULL PORTED PRESSURE SUPPLY # µ PRESSURE SUPPLY LINE FITTING 18„ :" •• BALL VALVE .• • . ATION PVC MALE ADAPTOR LINE INTAKE (SEE SPECIFIC ) R PVC LINE PIPE M1N.SCH:80 NOTE: A COMMON WIRE ._• +s-.r••• N ° . CONTROL WIRE �.. 1. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 12" FROM WALLS, I ..• +, p-,: ,.•::' BUILDINGS, ETC. 2. ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE ONE(1) COAT NOTE: ° P AS SELECTED BY INSTALL CONTROL VALVES MINIMUM OF 3FT. APART NT RED LEAD PRIMER AND ONE(1) COAT AI IN SHRUB AREAS UNLESS OTHERWISE NOTED. ARCHITECT q. 0 e + 3. WHEN UNIT IS NEXT TO BUILDING, WALL, ETC, TEST COCKS ARE TO BE ON OUTSIDE ® a 4. TO BE INSTALLED BY CVWD A BACKFLOW PREVENTOR PER C.V.W.D. ® AUTOMATIC CONT ROLLER C AUTOMATIC VALVE D FULL PORTED BALL VALVE DETAIL E QUICK COUPLER VALVE �-- aGENERAL INSTALLATION NOTES 12 120 VOLT POWER FOR CONTROLLER(S) IS TO BE PROVIDED BY OTHERS W NOTE: PROVIDE A 18" SETBACK ON CURB AND SIDEWALK NOTE PROVIDE A 18" SETBACK ON CURB AND SIDEWALK ON A SEPARATE CIRCUIT BREAKER IRRIGATION CONTRACTOR SHALL (WHERE APPLICABLE), PER CVWD. BE RESPONSIBLE FOR MAKING CONNECTIONS TO CONTROLLER (WHERE APPLICABLE), PER CVWD. 1, SPRINKLER IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION CONTROLLER FINAL LOCATION SHALL BE DETERMINED BY OWNER'S OF PIPING WILL BE DETERMINED AT TIME OF INSTALLATION. AUTHORIZED REPRESENTATIVE. w NORMAL HEIGHT 6" OR MORE MAINLINE AND LATERALS SHALL BE PLACED IN SAME TRENCH WHEN EXCEPT FOR FLAT 0° NOZZLES POSSIBLE. EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN 13. RONALD GREGORY ASSOCIATES, INC. SHALL APPROVE ALL INFIELD Q ++ 6+, TO BE 6" OR LESS. CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTED AREAS. DESIGN CHANGES DUE TO SITE PLAN AND LANDSCAPE PLAN CHANGES Lu Z 4' MIN TO GUARANTEE 100% SPRINKLER COVERAGE OR THE IRRIGATION 3 2• INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS. ALL EQUIPMENT CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY. REQUIRED BUT NOT SPECIFIED ON THE DRAWING SHALL BE PROVIDED 6 MAX Q FOR — v - 1" �— 1 t S (w (7 }jvij( A `)( BY THE IRRIGATION CONTRACTOR 14 RONALD GREGORY ASSOCIATES, INC. SHALL NOT BE RESPONSIBLE a e (J \ ' I I ' // \ Y VV 3, ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH IMPROPER OPERATION OF EQU T DUE TO CONTRACTOR NOT FOLLOWING fn � W MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. PLAN PIPE SIZING IT INADEQUATE STATIC PRESSURE OR INFIELD 0 446 DESIGN CHANGES WITHOUT APPROVAL. RUBBER VER e , 4. BACKFLOW PROTECTION UNIT(S) SHALL BE INSTALLED PER C.V.W.D. SPRAY AD 15. RONALD GREGORY ASSOC IF THEY HAVE NOT BEENRESPONSIBLE SI2ET 1NED FOR GEARED OTOR ERRORS IN INSTAL rj, IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION OBSERVATION. a: 1/2" ST T F• WORKMANSHIP DURING INSTALLATION. 51� 3/4„ STR LLS 6 16. LANDSCAPE CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR „ ALL MA ROADS PIPING AND STREETS,ALLAND A MINIMUM RUBBER 8" COVER SEALED DETAILS, STANDARDS OF MATERIALS AND WORKMANSHIP. 3/4" SCHED. E PP (LENGTHSCH E�ti, 80 UI PIPE), ALL LATERAL PIPING SHALL BE TRENCHED A MINIMUM OF SPECIAL NOTES 12" DEEP. ALL CONTROL WIRE GOING UNDER DRIVEWAYS AND STEETS SHALL BE SLEEVED IN A PVC PIPE. LATERAL PIPING 1. SHRUB SPRAY HEADS ON A RISER WILL ONLY BE PERM 0 (LENGTP GOING UNDER DRIVEWAYS AND STREETS SHALL BE SCHEDULE 40 PVC. A WALL, A FENCE OR OTHER AREA WHERE T OF CLEAR VIEW. AN APPROPRIATE HEIGHT PRINKI.Eft SHALL BE 3/4" STREET ELL (BOTTOM INLET PVC SCHEDULE 80 RISE 7. ALL VALVE CONTROL WIRE SHALL BE INSTALLED IN SAME TRENCH INSTALLED ADJACENT LKS, DRIVES, PATIO AREAS AND ALL 1/2" STREET E AREAS P FFIC. FINAL INSTALLATION IN LAWN WITH MAINLINE WHEREEVER POSSIBLE AND SHALL BE SOLID COPPER. PVC TEE PVC SCHEDULE OPTIONAL) AWG #14, TYPE UF, DIRECT BURIAL WIRE, USING SNAPTITE OR FLUSH AND IN SHRUB BEDS ONE INCH ABOVE GRADE. PVC TEE 80 RISER ELIC,S SCHEDULE 40 STREET SCOTCH-LOC WIRE CONNECTORS. 2. CONTRACTOR SHALL PROVIDE ONE BUBBLER AT THE BASE OF EACH 8 ALL TRENCH BACKFILL SOIL SHALL BE CLEAN. FREE OF ROCKS, FIELD GROWN OR 24" AND LARGER BOXED TREE OR AND OTHER TREE _ — PVC SCHEDULE TRASH, GLASS, SOLVENT AND CEMENT CONTAINERS AND RAGS. AT THE DIRECTION OF THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL COMPACT ALL TRENCHES TO A DENSITY EQUAL TO SOIL AND SHALL BE PVC L RAL INE 40 STREET E ANY SETTLEDRBED F TRENCHES BACK T FINISH GRADEIBLE FOR BRINGING L POP-UP SPRAY SPECIFICATIONS I PV LATERAL LINE LAWN TWO OR THREE INCH POP-UP BODY IN STANDARD TURF PVC SCHEDULE 40 TEE OR ELL 9. CONTRACTOR SHALL FLUSH ALL PIPE LINES PRIOR TO INSTALLING SPRINKLER HEADS. GROUNDCOVER THREE OR FOUR INCH POP-UP BODY FOR LOW GROWING TYPES, FOUR OR SIX INCH POP-UP FOR TALLER CLASS 200 PVC LATERAL PIPING 10 CONTRACTOR SHALL INSTALL VALVE BOXES AT GRADE OVER ALL TYPES. ELECTRIC VALVES AND INSTALL ANTI-DRAIN VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE EROSION OR DAMAGE. ANNUAL COLOR SIX OR TWELVE INCH POP-UP BODY 11. CONTRACTOR SHALL ADJUST ALL SPRINKLERS AND VALVES FOR PROPER SHRUBBERY SIX OR TWELVE INCH POP-UP BODY C SCHEDULE 40 CLASS 200 PVC OPERATION AND COVERAGE. SPRINKLERS ALONG STREET CURBING AND DRIVEWAYS SHALL BE SET BACK 18 INCHES PER CVWD. ALL SPRINKLERS EE OR ELL LATERAL SHALL BE ADJUSTED SO THAT NO WATER IS THROWN ONTO STRUCTURES OR NATURAL FACED MASONRY WALLS, NO OVERTHROW IS PERMITTED ON HARDSC"E F ROTOR POP UP �VG LAWN POP UP VH 12'y + 6" HIGH POP UP I BUBBLER AND EMITTER HEAD ❑ ❑ ❑ Y-FILTER APPLIED ENG.(OR EQUAL)12"x18" PLASTIC BOX ■ ❑ ❑ a ❑ ° & COVER W/ LOCK TOP MARKED IRRIGATION ■ ° ° CONTROL VALVE. COLOR TO MATCH SURROUNDING ° ❑ a ° ❑ ❑ ❑ RCV ❑ ❑ SOIL. USE LAVENDER BOX FOR RECLAIMED WATER ❑ ° ° ❑ ° ° APPLICATION. ° ° ° ❑ ° ° a a ° ❑ a ❑ Sir C39CAIIOM LEGEND WILKINS 90 SERIES ° ° ° I PRESSURE REDUCING VALVE ° ° ° ° NOTE: ° ° 1. RAIN BIRD XERI- AY OR XERI-BUBBLER OR INSTALL AT LOWEST POINT APPLIED ENG. (OR EQUAL) ROUND PLASTIC ° ❑ XERI-BUG EMI N DEVICE (SEE IRRIGATION AND/OR AT END OF LATERAL BOX & COVER COLOR TO MATCH ❑ ❑ ° PRESSURE REGULATOR , ❑ PIPING AS NEEDED. SURROUNDING SOIL EQUIPMENT END FOR MODEL #). FINISHED GRADE USE LAVENDER BOX FOR RECLAIMED MAIN LATERAL LINE XERI-BUG — 2 XERI-BUBBLER 2 ic. BI MODEL #PFR-12 POLY FLEX RISER I WATER APPLICATION. FLUSHING END CAP GT AS REQUIRED). + f I VARIES SEE PLANTING SPACING ON PLANTING LEGEND • 3 1 + f I FINISH GRADE MAX WIDTH i2+ 3. MU H BED. =I I-III- a a c n III-III=I I EMITTER PIPE SIZING CHART18►1NNf INISH GRADE. RAINBIRD PEB-100SERIES VALVE '~ • WADE-RAIN 39-01 Y-FILTER !II 111 ° III �' 1/2" PIPE 0 TO 180 GPH i - - - PVC FITTING (S x S x 1/2" FIPT). I� PVC LATERAL LINE a 3/4 PIPE 181 TO 360 GPH - POLY FLEX SEE PLAN FOR SIZE - rI�I d A' I I�-I I 1" PIPE 361 TO 840 GPH I 6. RAIN BIRD MODEL #FRA 050 c _ RISER ADAPTER. A.P. CEFCH 1-1/4 PIPE 841 TO 1440 GPH s 7. PVC PIPE (DEPTH PER SPECIFICATIONS). / PEA GRAVEL FLUSHING END VALVE l NO om s 7 FILL BOX WITH 1/2" PEA GRAVEL 1. INSTALL ONE EMITTER PER PLANT (UNLESS OTHERWISE NOTED) AT UP p8 w 04 cp TO MAINLINE HILL SIDE OF EACH PLANT. 0 $ °° °° ° 2. DUE TO THE HIGH QUANTITIES OF EMITTERS, ALL EMITTERS ARE NOT DATB 07'05601 SHOWN ON PLAN. IT SHALL BE THE IRRIGATION CONTRACTORS RESPONSIBILITY TO CONSULT WITH LANDSCAPE, ARCHITECT TO OBTAIN THE ACTUAL NUMBER OF PLANTS FOR THE PROJECT. ac%ftm 3. IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO ' ACCURATELY SIZE ALL EMITTER PIPE PER PIPE SIZE CHART SHOWN ABOVE. � " L� 1 PEA CITY f0 mol K DRIP VALVE L END SELF FLUSHING VALVE M TYPICAL EMITTER LAYOUT DETAIL L J DRIP EMITTER 2 PSI CITY 1t28.01 ® Pm CITY izoa l TREE, PALM TRUNK ROOT BALL IRRIGATION HEAD TYP. FINISH GRADE (SEE IRRIGATION LEGEND FOR SPECS) f CVWD LANDSCAPE APPROVAL SEE DETAIL (THIS SHEET) SFIMT FOR BUBBLER OR I I 1=1 N� XERI-BUBBLER DETAIL Tsai .g1 . 1 �r txre laaah31iala cQ� axtfi 4t + T1wI ,;Dl � f,t Ghpkex 8.. 6 �0 e 'seq,,-requlx:I4zg of4lly �I l xd c pe x1A Il'rsgta#fo ga Iart° 000pe tli - ' (ot �r C Al' t PLACE IRRIGATION HEAD PLACE IRRIGATION HEAD H ADJACENT TO ROOT BALL HALF DISTANCE BETWEEN ROOT BALL AND TRUNK. W er Manage p� . Ilae' p 0 N TYPICAL TREE AND PALM IRRIGATION DETAIL RECEIVED r DEC C 7 2001 L-=2 PUBLIC WORKS DEPARTMENT J/ ARCHITECTS, INC. 74020 ALESSANDRO, SUITE E PALM DESERT, CA 92260 (760) 568-3624 FAX (760) 773-5615 (� E-MAIL ADDRESS: RGAQRGA-PD.COM Doo Oq DQ� RID D p $ o 0 `p D� B $ v/ -�'oo� �°� �° B $ D� ° a oD° 00 �9 a,°��'� o e PLANT SLIGHTLY ABOVE D �000 o o:b a D(13D \ D8 DOD O(P D Dp a0 00 0-6�' 0 0°�0 0 0 . .: . 4 (} „o (� �p (�, a SOIL LEVEL o a 0�db D D D 0 6 0 0 0 0 0 0`YOQ�° o0a po o w e �' i o D4 \o ��a�0 a 0 ° 40 DDo 00 0� og� 0 q lA3D D 0 D ll D D 0�pp 0�C'�Y"�oU 0 o DSO o o rho g ;j =1(I;1 PLANT PIT DEPTH OF ROOT BALL 0 D( VD °o �°�°o D °''0 0 Q� oa o "aD p 0 o O 0 MOIST NOT WET i� —� p a p � D�(�o�\1 o o , KEEP SOIL , a D�O� \o p o (�o�OD�4 0(lp�I o.�. Dt °� �D p p a D Poo 0004� 0 0{ �0� Oo 0�000 Op00 0 Oo°000° 0�0 0/ po t 30 0 0 D D D Qo DO 0 ap Oo$� 00 �� °0 0 ° ° 0 So 0, 43 Qo t11= 6 0� 0 0� 0° o I ° 0 D c�oD�Dg °aD 0 g0 0o Oho 0 oO O� o 0 0°$ �P -I ►,; I O6a p D $ `9D op t— 4 a 0 0 0 0 (Q O 0 0 °0 o Opo0 o OcO Gu 0° 0 �` D 0 0 0 o 0 4 40 0 r � 00 0 o° 0 0 UNDISTURBED NATIVE SOIL Oct 0 0 OO`� 00 Do l)l)oQ'�3 CUT OFF TOP SECTION OF oO O oo Q° D 0 a 00 000 0 PLANT PIT 0 OF ROOT BALL D STAKE DAMAGED BYHAMMERING °0 0� ° o w(J u Oo Oil 00 0 0 a� CUT OFF P SECTION 0 00� �O�o ( Oo ° n 00� OF STA DAMAGED BY o TREE TRUNK $10� o n 0 $ �g°�� o� oa o o0g o Do°�OQqc � 0- HAMME G O+ Zoo °6. Cp D ) o 0 00 0 0 D0 cliCINCH TIES OR EQUAL CINCH TIES OR EQUAL ° '�o� 0 0 0 �(] 0 0 0000 RE RUNK AROUND TRUNK AND POLE SNUG AROUND TRUNK ° 8 ° �°° ° ° ° 0 VARIES C OUNDIERUNK AND POLE CABLE CLAMPS TREE(MULTI-TRUNK) (2)-2" BY 2" BY I0'-0" REDWOOD i2" PAST VINE BOTH SIDES TYP. STAKES OR LODGEPINE POLE N0.12 GALVANIZED WIRE ALL NATIVE PLANTS SHALL (1)-2" BY 2" BY 10'-0- HT. _ `o TURNBUCKLES TO EQUALIZE ROOT BALL WALL ANCHOR AND SCREWS BE BACKFILLED WITH REDWOOD STAKE OR AND MAINTAIN TAUTNESS OF WI FINISH GRADE WITH 18 GAUGE GAL WIRE NATIVE SOIL ONLY o _ LODGEPINE POLE o ♦ �� SOIL MIX FOR SUB-TROPICALS: o 'ao o WATER BASIN TYP2/3 NATIVE i WATER BASIN f /3 KELLOGSSN TROHUMUS o i\ WATER BASIN. _ IcIv co PLANT TOP OF ROOT BALL FINISH GRADE N0.12 GALVANIZED WIR ��1= ll� I o Q SLIGHTLY ABOVE SOIL LEVEL r I o o ^i FINISH GRADE ` I �►(. > c - 0 I ROOT BALL BACKFILL MIX — _ i LI 0 0 ROOT BALL _ ' " - BACKFILL MIX: (SEE SPECS.) SEE SPECIFICATIONS. „II -ll �IIII =11 J j p BACKFILL MIX F- a _ - I (SEE SPECS.} � PLANT PIT AS DEEP UNDISTURBED NATIVE SOIL AS ROOT BALL CL �,,,, _ UNDISTURBED N VE SOIL x � 0 = UNDISTURBED NATIVE SOIL � 0 LL 0 � W Z PLANT PIT 3 TIMES AS WIDE AS ROOT BALL PLANT PIT 3 TIM AS WIDE AS ROOT BA o 0 W PLANT PIT 3 TIMES AS WIDE AS ROOT BALL PLANT PIT AS DEEP AS ROOT BALL PLANT PIT AS DEEP AS ROOT BALL :5 ow 0 o VINE cc OBI 4a109 NOTE: SUB-TROPICAL TREES SHALL NOTE: SUB-TROPICAL TREES SHALL NOTE: S -TROPICAL TREES SHALL BE PLANTED WITH FERTILIZER BE PLANTED WITH FERTILIZER NOTE: STAKE DETAIL ONLY APPLIES PLANTED WITH FERTILIZER FINISH GRADE TABLETS (SEE SPECS.) 1 TABLETS (SEE SPECS.) TO STANDARD TRUNK TREES ABLETS (SEE SPECS.) w J L� SINGLE STAKE TREE DETAIL DOUBLE STAKE TREE DETAIL TREE GUYING DETAIL SHRUB PLANTING —I— VINE ESPALIER DETAIL .Q 0— 1 L 5 -I- 15 GALLON 24' BOX 36" BOX w - J z CL � Al PLANTING NOTES 1. LANDSCAPE PLANS ARE DIAGRAMMATIC FOR CLARITY OF READING. PLANTING IS TO BE PLANT IST ROW OF SHRUBS A MIN. ADJUSTED IN FIELD. OF 18" FROM OUTSIDE OF HEADER 2• PLANT QUANTITY LIST IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR/CLIENT AND 18" IS NOT INTENDED FOR ACCURATE BIDDING PURPOSES. 3• MOUNDING AND ROUGH GRADE TO 1/IOFT. TO BE PROVIDED BY OTHERS. FINISH GRADE TO BE PROVIDED BY LANDSCAPE CONTRACTOR 4• WHERE MOUNDING OCCURS ADJACENT TO STREET OR WALKS, SWALES SHALL BE FORMED 00 ,aa ALONG THE STREET OR WALK TO CONTROL IRRIGATION RUN OFF. ,,�Qq�oa CUT-OFF TOP SECTION OF STAKE 5. BEFORE ANY PLANTS ARE LOCATED, ALL PLANTED AREAS ARE TO BE GRADED IN AN '00 o a AFTER DRIVING INTO GROUND ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE. o �1I PLANT PALM SO THAT 6. SEPARATE ALL ANNUAL AND SHRUB/GROUNDCOVER AREAS FROM LAWN AREAS WITH �1apQpg�o� $o� USE 3" GALVANIZED NAILS AXIS IS PLUMB HEADERBOARD AS SPECIFIED OR APPROVED BY LANDSCAPE ARCHITECT. adoo° `� o0 o$°m°�j LAWN (SOD) KEEP LAWN $ ao MOWED 1" BELOW TOP OF HEADER BOARD WHERE EDGE OFIPAVING,ANCES PERMIT, DO NOT HEADERBOARD OR ROOF LINE. ANYSTREESER THAN 5'(FIVE PLANTED WITHIN FEET) TO AN �� Od � HARDSCAPE SURFACE EDGE SIDEWALK WALLS CURBS ETC.) MUST HAVE LINEAR 1 1 R ( OF C) ROOT BARRIER INSTALLED AT TIME OF PLANTING PER MANUFACTURE'S QD° 0') po BUILDING SPECIFICATIONS, EXCLUDING PROJECTS IN PALM DESERT PER DIRECTIVE OF CITY OF Ap �po 00�dd CITY OF PALM DESERT LANDSCAPE MANAGER (SEE DETAIL THIS SHEET). b C� O 0 REMOVE ALL EXCEPT TOP 14- 0 00� o�3og�° o �0 Q8 po°00 1 DO NOT PLANT SHRUBS CLOSER THAN 3'(THREE FEET) TO 4 TO 5 FRONDS 0 ��°S'°,-po vo 0�0 AN EDGE OF PAVING OR HEADERBOARD, AND 30" FROM LANDSCAPE LIGHT FIXTURE. - - - - - - o � 0 0 0 0° o{ /� 0 -�' 0"�'"" C�DOo� 04 � 00�{O�aO° o ��� 9. REMOVE ESPALIERED PLANTS FROM THEIR TRAINING FRAMEWORKS AND ATTACH TO THE WALL 1 BY 4 HEADER BOARD 00 S a po o o °0 0 o o a°$ o AGAINST WHICH THEY ARE PLANTED. ATTACH PLANTS IN THE SAME PATTERN IN WHICH THEY OR 2-1/4 x 4 LAMINATED BOARDS 00 00 g0 e 0 ��00 on,�p00 p0 0 �l ° 0 0 HAVE BEEN TRAINED. 2 BY 2 BY 18 STAKE I o v � 0`0 c},° o a o o�tra 4 0 P'��0 � 10. IF REQUIRED, THE OWNER OR OWNER'S REPRESENTATIVE SHALL SUBMIT PLANS TO THE - �+ 1 g D�M4 0 ��� 0 Oo o� `b`b �0 0 APPROPRIATE PLANNING AND AGRICULTURE DEPARTMENTS PRIOR TO SUBMITTAL FOR � � ° o0°�OU �4�r�o° o o ° a0\ o o d cb 0 BUILDING PERMITS. �o ° O 0�O o g d0 0 0� 0 0 " - PLACE STAKES MIN. 5'-Q" O.C. = ° sD ODI wog Bdool�J o$ Oop c 4 0 80 11_ BEFORE BACKMING THE ROOT BALL, WATER THE PLANT IN THE HOLE AND THEN AND AT ENDS OF BOARD 110 900 ° �Q o�g .,�� a O�o�0d00 PROCEED WITH BACKFILLiNG. �:��� °" �d''oo ' SOIL (NATIVE) LIGHTING NOTES _ P140wl. L4G1F3. RP TAMP & WATER-SETTLE — 5'-0" OR LESS 5'-0" OR LESS 1. ALL WORK AND MATERIALS SHALL CONFORM TO LOCAL CODES AND ARE SUBJECT TO HEADER BOARD SECTION WHILE PLANTING APPROVAL BY THE LANDSCAPE ARCHITECT OR OTHER REPRESENTATIVE OF OWNER. NO 2, ALL LIGHT FIXTURE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON THIS PLAN. ACTUAL SCALE i LOCATIONS SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE LANDSCAPE wN• ARCHITECT AFTER TREES HAVE BEEN PLANTED. 00 ,i i ii i I I ( 3, QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY AND ARE NOT _ GRADE _) _�( / INTENDED FOR ACCURATE BIDDING USE. Ch'E0 JS gO 4. ALL LIGHT FIXTURES SHALL BE LOCATED AT A MINIMUM OF 5'(F1VE FEET) FROM POOLSPA,LAKE OR FOUNTAIN EDGE. ALL LIGHTS TO BE INSTALLED WITHIN 10'(TEN FEET) OF WATERS E, SIDEWALK/PAVING EDGE TO HAVE GFI. 1L 5. INSTALL CONVENIENCE OUTLETS AS LOW AS LOCAL CODES PERMIT. PRC. NOQ '�--- 1 x 4 HEADER BOARD x SEE SPECS LINEAR ROOT BARRIER LB 18-2 BY "DEEP ROOT" OR EQUAL. INSTALL 6. INSTALL ELECTRICAL CONDUIT TO THE EDGE OF PLANTING AREAS SO AS NOT TO INTERFERE WITH PLANT HOLE EXCAVATION. CONDUITS IN THE WAY OF TREE HOLES SHALL BE Ll i �11 �- PER MANUFACTURERS SPECS. RELOCATED AT NO EXTRA CHARGE. DATB 07.0&01 " 1 x 4 x 12 SPLICE BLOCK AT ROOT BALL ' UNDISTURBED NATIVE SOIL JOINT 3 X DIA 7. LIGHT 3 FIXTURES ARE TO BE LOCATED 6-(SIX INCHES) FROM THE EDGE OF PAVING AND LAWN 1" x 4" HEADER BOARD OF ROOT BALL 8. INSTALL PHOTO-ELECTRIC SWITCH WITH TIMER SHUT-OFF. MANUAL OVERRIDE SWITCH TO BE SCAL-B LOCATED PRIOR TO INSTALLATION. 9. ALL LIGHT FIXTURES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 10. MOUNT FIXTURES AS LAW AS POSSIBLE. SCREEN (WHERE POSSIBLE) WITH PLANTING. FMVISK*10 PVC WITH GLVANIZED 90 RISERS. NOTE' 11 STEEL ULU ULISTED EXTERIOROBELOW GRA EA JUNCTION BOXES. USE BELL S.P. GALVANIZED pm cay HEADER BOARD PLAN VIEW ROOT GUARDS SHALL NOT BE INSTALLED ON 12. ALL CIRCUITING, SWITCHING AND CONNECTIONS TO BE BY ELECTRICAL CONTRACTOR PROJECTS IN PALM DESERT PER DIRECTIVE OF LIGHTING PLAN INDICATES FIXTURE LOCATIONS ONLY AND IS NOT INTENDED TO BE AN NO SCALE � CITY OF PALM DESERT LANDSCAPE MANAGER. ELECTRICAL PLAN. HEADER BOARD DETAIL PALM TREE DETAIL ROOT BARRIER DETAIL PLANTING + LIGHTING NOTES 0 CVWD LANDSCAPE APPROVAL Q NK> pI= A t, 4q. i t 0jx 4:``111 11at el r cL I aLI a e a L1 ,I IOc �aIorr e .Y (Git Cart } - - PL- 2 i •\ l LANDSCAPE ARCHITECTS, INC,. 74020 ALES SANDRO5 UIT PALM DESERT, CA 92260 (760) 568-3624 FAX (760) 773-5615 E-MAIL ADDRESS: RGA@RGA-PD.COM LANDSCAPE ARCHITECTURAL PLANTING CONTRACTOR'S LANDSCAPE WORK RESPONSIBILITIES 4. Fine Grade: The contractor shall be responsible for FIELD OBSERVATION SCHEDULE fine grade with smooth evenrades at buildings, walks, g other permanent objects and limits of work. All changes in grade shall be blended,uniform vertical curves. All areas 4, Test Data: Laboratory seed testing shall be the 1. Scope of Work: The contractor shall provide all labor, Field Observation Coordination: The following observations to be pplanted in turf shall be smoothed with rakes and responsibility of the contractor. Test data shall be materials, transportation and services necessary to furnish shall be initiated by the contractor and coordinated through floats tO the Owner's (Job Superintendent's) and Landscape supplied to the Owner (Job Superintendent) and scape and install all s drawin elements shown on the hardsca a the Owner (Job Superintentendent). The contractor shall notify Architect's satisfaction. Objects such as rocks, debris, p g Architect prior to any hydroseeding operations g that { and specified herein. the Owner Job Superintendent) and Landscape Architect not clods or other extraneous material shall be stock piled and seedmix. less than forty-eight (48) hours in advance of any removed at the end of fine grade work. Fine grade is grading of 2, Conformance: All planting work shall conform to applicable observation. Continued work without observation of these 1/10 foot or less, and any mounding shown on the planting plan. local, county and/or state codes, regulations and rules. phases of work is at the Contractor's risk, with any 5. Seed Packing: All see be delivere to the site in required change or modification at the contractor's expense. :. q g P 5. Piarit�Materia1: All plants shall be a size, character and sealed bags. Each see ix sha 1 e pa aged such that each 3, License: All work shall be performed by a licensed The Owner (Job Superintendent) shall inform the Landscape qua'1i y which meets the accepted industry standards for that seed type is bagged se rately nF i e correct pre- Landscape Contractor. Architect as to the purpose and time of the observation plant and be free from insects, their eggs, disease, weeds or weighted proportio fo the s dmi forty-eight (48) hours in advance. other detrimental characteristics. Q, Permits and Inspections: The contractor shall obtain, (Industry standards are pursuant to Valle Crest Trees Company coordinate and pay for any and all permits, fees and agency 2, Contractor Orientation/Preconstruction Meeting: This ( y p y P y 6. Observation: 1 se shall b fixed at the site under the plant size standards as stated in their recent catalog.) observatio f th Own 1Jo Su erintendent and Landscape ` inspections, as required. meeting shall be conducted to discuss the plans and P } P s ecifications, possible discrepancies, site conditions and Architect a c*d i the hydroslurry tank. p Handtin Storage: All lams shall be handled and stored so 5, Insurance: The contractor shall carry all workman s other aspects of the project landscape work such as 6. g1 P compensation, public liability and property damage insurance scheduling and requirements for starting work. Prior to they are adequately protected from drying out, sun, windburn as required by all applicable codes, regulations and by the the meeting, contractor shall thoroughly acquaint himself or any other injury, 7, Guarantee: dsc contractor shall be responsible for O with site conditions and the plans, details and specifications. Owner (Job Superintendent). the quality of a 1 or and materials as provided by 3, Weed Abatement: This observation shall be performed after 7, jP 'ttoii ''of Plant- Material: The Owner (Job subcontractors a suppliers, including seedmix, hydroslurry 6. Site Verification: Prior to commencement of work, the the weed eradication procedure has been completed to approve the Superintendent) and Landscape Architect may at any time ingredients an heir application. contractor shall verify, at the site, all conditions and degree of weed kill. reject any and all plant material regarded as unsuitable. design of the landscape work. Any discrepancies shall be Such plants shall be removed from the job site at once and immediately reported to the Owner (Job Superintendent). Weed Eradication Procedures 7 Liable for Encroachment: The contractor shall be replaced at no additional cost to the Owner. 8. Xrb, : Seed noted to be pre-soaked shall be done so. able water for twelve (12) consecutive hours ............. responsible and liable for an encroachment into adjacent A. Manually remove all existing vegetation and dispose off site. 8, Planting: All plant material shall be as specified and eeding. After soaking is started, seed that p y ] drys deemed unacceptable. property, rights-of-way, easements setbacks or any other planted as detailed and noted herein. Any substitutions legal property restrictions either marked or unmarked. B. Fertilize all planting areas with Urea 35-0-0 commercial fertilizer shall be approved in writing by the Landscape Architect. at the rate of 1/2 pound per 1,000 square feet. 9, Shall be applied to the slope within two (2) �� 8. Coordination of Activities: The contractor shall be 9. Groundcover Planting; All groundcover areas noted on the legend ours after mixing or the entire hydroslurry mixture shall a C. Water all plants thoroughly and continuously for a period from flats shall planted in staggered rows continuous) be deemed unacceptable. U. responsible for coordination of his activities with all s cutive weeks. The Landscape Architect or fr be p gg Y 0 Z; other trades through the Owner (Job Superintendent.) of three consecutive P under all trees and shrubs at the spacing indicated on the legend. Landscape Coordinator shall approve specific watering Field Staking: The contractor shall locate by stakes or duration and frequency program designed to germinate Z 10, foil Preparation: All planting areas planted with goundcover W other means, all trees, shrubs,vines and headerboard all residual weed seeds. SCOPE OF MAINTENACE WORK W layout/groundcover delineation for approval by the Owner from flats and/or turf shall receive the following Z Job Superintendent) and Landscape Architect prior to D. Discontinue wateringprocess for two days. After two days of amendments uniformly 1,0y blended into the upper s x (6) inches co of surface soil per 1,000 s.f. installation. ) P P non-watering, appl non selective broad spectrum systemic 1. Maintenance Period: The maintenance period shall commence. lb. Notification of Discrepancies: An discrepancies between herbicide if erennial weeds are apparent. the type of upon the Owner's written approval of all phases of planting, Q pp 4 cubic yarns of Nitrolized Shavings or equala P Y P chemical to be used shall be determined by a licensed installation and shall be for ninety (�Q3 continuous the field conditions and the contract documents and/or the 200 lbs. of Gro-Power Plus. calendar days. desi n intent affecting the successful completion and cost pest control adviser. If annual weeds are present, use straightQ g g P contact herbicide in accordance with past control advisers Gypsum, if soil has a clay content greater than 10 %, in amount of the project shall be reported to the Owner and Landscape recommendations. Do not apply water for a minimum of suitable for the soil type. Architect immediate) All work related to the problem area 2, Maintenance Procedures: CD i 2 y. P four days following application of contact weed killer. shall cease until the discrepancies have been resolved by Landscape contractor will submit several soil samples from the Owner or Landscape Architect in writing. Any E. Allow sufficient period of time to insure that all weeds are dead. random locations at the site to Soil and Plant Laboratory, A. General: The general care and maintenance of all areas J continuation of work is at the contractor's risk and Follow herbicide manufacturer's directions. Santa Ana, gCalifornia, (714) 558-83333, for analysis prior to sha consist of proper watering, fertilization, cn expense. be delivered t tLandscpreparation. pe Arch tect Results approovalstiSpecialil weeding, clean-up and as noted below. T 11. Liable for Damage: The contractor shall be liable for F. Water all planting areas thoroughly and continuously for a amendments may be required based of the results of the soil tests. Z +� period of hree weeks. A shorter watering period may be B. Groundcover from Flats/Areas without Overseed: Apply damage to all utilities, construction, irrigation and permissible at the discretion of the Landscape Architect, 1i Backfill Mix: Backfill mix around all desert plant material pre-emergent herbicide in accordance with the planting elements, existing or new, marked or unmarked, and or the pest control advisor. Discontinue watering process shall consist of native soil, Backfill mix around all tropical plant manufacturer's printed instructions. shall replace or repair damage in a manner acceptable to the for one day prior to second application of the herbicide p p g p material shall consist of the following uniformly blended materials: F=s Owner (Job Superintendent). spraying. Reapply the spraying operation with a straight C. Fertilization: Maintenance work shall include `� contact weed killer according to pest control advisor's 12. Liable for Loss: The contractor shall be responsible and recommendations. All a minimum of four days without fertilization with a commercial fertilizer (Gro-Power irrigation for effective final weed kill. 6 parts of on-site soil Plus fertilizer at the ate of lbs. per liable for any loss to his equipment, parts and materials on g 4 parts of Nitrolized Shavings or equal 1,00 square feet at thirty (30) day intervals after this project until completion and acceptance of the job in 18 lbs. of Grow-Power Plus pper cubic yard of mix writing from the Owner (Job Superintendent). G. Clear all desiccated weeds from the slope to the finished grade. (native plants shall be backfilled with native soil) only planting. Written Guarantee: All work shall be guaranteed by the tin areas thoroughly and continuous) for three Landscape Architect will observe and approve Backfill mix prior to installation. g H. Water all, planting th g y y, ss� contractor as to material, including plant material, and consecutive days to saturate upper layers of soil prior D. Weeding: Weeds shall be controlled so as not to reach an workmanship for a period of one year following the date of to planting material. 12. Plantin Tablets: Place in planting it as indicated on the final acceptance of project. The contractor shall provide a P g g P g P objectionable height. Remove weeds by chemical or mechanical planting details, tablet shall be Gro-Power plantin tablets means on a monthly schedule. Weed infestations of the shrub written guarantee on his letterhead at the time of the final I. Allow planting area soil surface to dry out for one day only or approved equal and shall be furnished in the following ratios: inspection. prior to planting. Exercise care so that the soil surface and groundcover areas, if severe, may be controlled o a does not become super saturated with water prior to the 1 gallon - 3 tablets chemical herbicide by obtaining written permission from the 14. Written Certification: The contractor shall provide a plant installation, at the same time, the soil surface should Landscape Architect. Such permission shall depend on the p 5 gallons - 8` t,ablets written certification that the planting work is installed not be too dry. There should be some residual moisture - Contractor submitting to the Landscape Architect the following in full compliance with the contract documents. Any within the first 1/4" of the soil surface. 2 gallon - 14 tablets approved substitutions or deviations from the plans or 24" box 14 tablets information: specifications shall be noted. This certification shall be J. Begin planting on all areas as specified. 30" box - 15 tablets 1. The exact location(s) where the herbicide is to be used. Contractor's License number. 2. Verification that the herbicide has no harmful effect on 4. Plant Material Approval Layout and Fine Grade Observations: desirable plant materials. This observation visit shall be performed after placement or staking in the field of all plant materials per the plans. 3. Verification the herbicide will be applied at the manufacturer's instructions for application. OWNER'S LANDSCAPE WORK RESPONSIBILITIES Container plants shall be placed on site, boxed specimens shall be staked as to location. Owner (Job Superintendent) 13. Vines: All vines shall be planted as per shrub/vine Bermuda grass infestations of the shrubs, groundcover and slope and Landscape Architect shall approve (per plan) plant material type planting detail and shall have the wood support stake P PP (P P } P YP carefully 1 areas, if severe, should be sprayed out and "weedeaten". and quality, locations of all plant material, Backfill mix All vines shall be without fence$ and walls withootball. 1. Construction Resuonsibilities: The Owner will be directly and fine grade prior to any planting work. galvanized nails or eye-screws and heavy-duty plastic responsible for all aspects of construction including all ribbon ties as necessary (5 ties minimum). landscape inspections. All field meetings shall be 5, Progress/Installation Observation: Periodic observations E. Cultivated: All non-hydroseeded groundcover areas at not initiated by the contractor and coordinated through the shall abe performed b the Owner Job Superintendent) during 14. Clean-Up: Upon completion of each phase of planting work, p y ( P g more than ten (10) day intervals. Owner (Job Superintendent) to the Landscape Architect. The the contractor shall thoroughly clean the job site of all planting operations to insure conformance to plans and accumulated rubbish, debris and other extraneous material Landscape Architect shall be in a support observation role specifications, and dispose of it in a suitable and lawful manner. to the Owner (Job Superintendent) providing interpretive Contractor shall keepsite neat and clean at all times. advice only in accordance with the observation schedule as 6, Plant Material/Hydroseed/Pre-Maintenance Observation: This F. Clean-up: During the course of the maintenance work, noted. The Landscape Architect is not responsible for methods observation visit will be to review all work performed under the contractor shall remove surplus materials and of construction or for conformance to code, and will provide the contract for completeness and accuracy. Scheduling debris from the site and shall keep the premises in a aesthtic direction only. shall coincide with any hydroseeding work to be performed neat and clean condition at all times. 2, Determining Legal and Physical Elements: Owner (Job under this contract. The Owner (Job Superintendent) and Superintendent) shall be responsible for determining Landscape Architect shall verify conformance of hydroseed property lines, rights-of-way, tract boundaries, grades, materials and seed prior to application, and prior to SCOPE OF HYDROSEED WORT{ ATE easements, utilitylocations above and below grade) and an starting the maintenance period. Duringthe maintenance period, the contractor shall be { g Y other legal or physical elements as required for successful resposible for maintainig adequate protection of all completion of the work. Contractor shall not be permitted Maintenance Observation: Theses observation visits shall be planting areas. Any damaged areas shall be repaired at the to proceed with any work without determination Of the above performed at the end of each thirty (30) day interval of the 1. seedmix: The appropriate seedmix, as listed below, d the contractors expense. facts_ maintenance period with the Owner (Job Superintendent) and appropriate water volume shall be mixed in the hyd seeding 3. Rough Grade: Owner (Job Superintendent) shall provide rough Landscape Architect to help insure conformance with the machine with each of the specified components to )low for a ❑ grade to within 1/10th of one foot of finish grade. The maintenance specifications. homogeneous slurry, which is thoroughly mixed d can be 4. Turf Area: Edge and mow to a height of tw 2') contractor shall be responsible for fine grading less than 1/loth applied easily without clogging the hydromulc • g machine. -,whenever the turf reaches a height inches (3") Final Observation: This observation visit shall bewhere turf occurs on the 1 of one foot, or mounding as indicated on planing plans. $ P MM RP 4, Site Discrepancies: All discrepancies in site conditions, performed to review all aspects of the contracted work prior drawing re specifications shall immediately be brought to to releasing maintenance of the project to the Owner. A. All areas designated he plans to e turf shall be 5. Re-H drosee e contractor shall re-hydroseed all ,• the attention of the Owner (Job Superintendent) and Contractor shall be responsible for all maintenance hydroseeded with th following AP d ix at lbs. h reas eroded or non-germinating at the end of each Landscape Architect. It is the Owners (Job Superintendents) prior to final observation. per 1,000 square fe arty (30) days of maintenance. responsibility to consult the Landscape Architect prior to any further work in that area. Any unreported discrepancy 6. Final Acceptance: Will be given at the end of the maintenance and continued work without written authorization from the SCOPE OF LANDSCAPE WORK B. All areas desi led e ns to be seedmix shall period for all planted areas once hydrowined eed germination and Owner and Landscape Architect shall be at the contractor's be hydrosee ed h the fol ing seedmix on a per acre plant establishment have been obtained and there are no risk and expense. basis: ® barren areas. 5. Contract Fulfillment: All questions relating to 1. Base Sheets Were Derived From Plans: "`` interpretation of the drawings and specifications, quality of work Prepared b THE KEITH COMPANIES 2. H dromulch - romur material shall consist of and acceptable fulfillment of intent of the contract documents shall P Y the following Pon t n a per acre basis: concurrently be decided by the Owner (Job Superintendent) NO 008 and Landscape Architect. Dated: Revised: 3. TestingSpecification The contractor's seed supplier 1• shall provide test ata from each batch of seed supplied on SPECIAL CONDITIONS Titled: the project. T following minimum criteria shall be met: p pp Y Gregory All )ant material shall be approved b Ronald Gre or Associates, Inc. one week prior to delivery to the job site. DATES 07.0= A. All se y etis shall have it imurr; ure live seed The contractor shall submit photographs of all plant material to 2, Site Preparation: The contractor shall be responsible for drainage count eiglriy-five percent (: 5 y weig Ronald Gregory Associates, Inc. for approval. rocks, debris and other extraneous material from the job site prior to proceeding with any work under this contract, B. xious weeds shall not exceed five tenths of one SCAL " and dispose of it in a suitable and lawful manner. rcent (.5%) by weight for any seed variety or per 3, Drainage: The contractor sha`I be responsible for drainage entire seed mix. in all planting areas in accordance with accepted practice, and in accord with the Civil Engineers plans. C. Inert materials shall not exceed eight percent (8%) by 1EMM � weight of each 'seed varieties or the total seed mix. 0 PM a ry 10".01 • 0 - 0 THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY RGA, INC. FOR USE ON THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF RGA, INC. O '01 CVWD LANDSCAPE APPROVALSHEET � cea lac : Cgallax11 at tiEz Moe C'. Daterzd lea.. 1pte 3„.ale 1R 1etitt Ali lC► gcvea ; nY [ 3 PL LANDSCAPE ARCHITECTS, INC. 74020 ALESSANDRO, SUITE E PALM DESERT, CA 92260 (760) 568-3624 FAX (760) 773-5615 E-MAIL ADDRESS: RGA@RGA-PD.COM CONTRACTOR IRRIGATION WORK RESPONSIBILITIES OWNER'S IRRIGATION WORK RESPONSIBILITIES I. Scope of Work: The contractor shall provide all labor, 1. Construction Responsibilities: The Owner will be 3. Specified E ui ment: All equipment shall be as listed in materials, transportation and services necessary to furnish P q P responsible for all aspects of construction including all the legend and installed as per details and specifications, and install a complete irrigation system as shown on the irrigation ins ections. All field meeting shall be or manufacturers recommendatio Any substitutions shall drawings and specified herein. initiate by the contractor and coordina sted through the be approved in writing by Ownerdob Superintendent) and Owner ((Job Superintendent) to the Landscape Architect. The Landscape Architect. Any unapproved equipment shall be Landscape Architect shall be in a support observation role replaced at contractor's expense. 2. Conformance: All irrigation work shall conform to to the Owner (Job Superintendent) providing interpretive applicable local, county and/or state codes, regulations and advice only in accordance with the observation schedule, as 4, Alternate Items: Approval of any item or alternate item rules. noted. indicates only that it apparently meets the requirements of 2. Determining Legal and Physical Elements: The Owner (job the drawings on the basis of the information submitted, and 3, License: All work shall be performed by a c-27 California Superintendent) shall be responsible for determining does not relieve- the contractor of any responsibility for Licensed Landscape Irrigation Contractor. property lines, rights-of-way, tract boundaries, grades, the equipment's successful operation. easements, utility locations (above and below grade) and any 4. Permits and Inspections: The contractor shall obtain, other legal or physical elements as required for the 5. Contractor's Guarantee: Manufacturers warranties shall not coordinate and pay for any and all permits, fees and agency successful completion of the work. Contractor shall not be relieve the contractor of his liability under the guarantee. inspections as required. permitted to proceed with any work without determination of Such warranties will only supplement the guarantee. the above facts. 5, Insurance: The contractor shall carry all workman's �6, Mainline Pipe: Pressure mainline pipe sized 1 1/2" compensation, public liability and property damage insurance 3. Site Discrepancies: All discrepancies in site conditions, and larger shall be PVC Class 315. Pressure mainline pipe as required by all applicable codes, regulations and by the drawing or specifications shall be immediately brought to 1" and smaller shall be PVC Schedule 40. Both shall be Owner (Job Superintendent). the attention of the Owner (Job Superintendent) and 0 buried a minimum of 18" and have solvent welded joints made Landscape Architect. It is the Owner's (Job from NSF approved Type I, Grade I PVC compound conforming to 6, Site Verification: Prior to commencement of work, the Superintendent's) responsibility to consult the Landscape ASTM resin specification 1785. contractor shall verify at the site, all conditions and Architect prior to any further work in that area. Any Q dimensions shown on the plans necessary to achieve the unreported discrepancy and continued Work without written 7, Solvent Welds: PVC solvent weld fittings shall be intended design of the irrigation ed system. An disci @�&13ci8 authorization from the Owner and Landscape Architect shall Schedule 40 1-2, II-K NSF approved, conforming to ASTM test shall be immediately reported to the Owner �ob be at the contractors risk and expense. Superintendent). procedure D2466. 7. Liable for Encroachment: The contractor shall be 4. Contract Fulfillment: All questions relating to 0 responsible and liable for any encroachment into adjacent interpretation of the dealings and specifications, quality 8, Lateral Line Pipe: Non-pressure buried lateral line pipe W property, rights-of-way, easements, set-backs or any other of work and acceptable fulfillment of intent of the contract shall be PVC Class 200, buried a minimum of 12" with solvent legal property restrictions either marked or unmarked. document shall be decided concurrently by the Owner (Job weld joints made from NSF approved, type, Grade II PVC UM < w Superintendent) and Landscape Architect. compound conforming to ASTM resin specifications D1784. �� $, Point of Connection Verification The contractor shall Z;; 9, Steel Pipe: Galvanized steel pipe shall be ASA Schedule 40 verify the stati preteach point of connection.ssure, meter size and size of service to meter (p.o.cc} a mild steel screwed pipe with medium galvanized screwed 0 W Z beaded malleable iron fittings. 9. Field StBkina: Prior to installation, the contractor shaII Z < �r_� UJ locate, by stakes or other means, all pressure supply lines, 10. Steel Pipe Below Grade: All galvanized pipe and fittings LANDSCAPE ARCHITECTURAL IRRIGATION installed below grade shall be coated with two (2} coats of �- control eqco uipment, ground cover delineations and heads for Koppers #50 w gradstic. Q approval by the owner (Job Superintendent). FIELD OBSERVATION SCHEDULE 10. Coordination of Activities: The contractor shall be 11. Pipe Joints: All connections to be sealed with "Led-Lube" responsible for coordination of hi activities with all (IF REQUESTED BY OWNER) or equal for galvanized joints and Rector Seal No. 5" or 0) other trades through the Owner Job Superintendent). equal for PVC joints. Z w0c 11. Intended Design Coverage: The contractor shall be 1. Field Observation Coordination: The following observations 12. Control Wire: Connections between the automatic controllers responsible for completion, modification or revisions of the shall be initiated by the contractor and coordinated through and the electric control valves shall be made with direct the Owner (Job Superintendent). The contractor shall notify burial copper wire AWG-UF 600 volt UL approved. Minimum responsible as necessary et maintain the consistent coverage the Owner (Job Superintendent) and Landscape Architect not size is #14 AWG buried 18" below grade. Use different color design of contract documents. Any deviation from the less than forty-eight (48) hours in advance of any requested pilot wire for each controller. Common wires shall be white O contract documents shall have the prior written approval of observation. Continued work without with a different color striper for each automatic observation at these �� the Owner and Landscape Architect. phases of work is at the contractors risk, with any controller. CL CL required ch ngge or modificatio i at the contractors expense. 12. Notification of Discrepancies: Any discrepancies between The Owner (Job Superintendent shall inform the Landscape the field conditions and the contract documents and/or the Architect as to the purpose and time of the observation 13. Wire Trench: Wiring shall occupy the same trench and shall design intent affecting the successful completion and cost forty-eight (48) hours in advance. be installed along the same route as pressure supply or of the project shall be reported to the Owner's and Landscape lateral lines wherever possible. Where more than one (1) Architect immediately. All work related to the problem area 2, Contractor Orientation/Pre construction Meeting: This wire is placed in a trench, the wires shall be taped co shall cease until the discrepancies have been resolved by meeting shall be conducted to discuss the plans and together at intervals not exceeding ten (10) feet. the Owner or Landscape Architect in writing. Any specifications, possible discrepancies, site conditions and continuation of work is at the contractors risk and expense. o hher as ects of the pro ect i rigation work uch as 14. Expansion Curl: An expansion curl should be chedulii�g and requirements i or starting work. Prior to P provided within 13. Irrigation Plans: The irrigation plans, including piping meetin Xitractor s all thorou hh1 ac u int himself three (3) feet of each wire connection and at least every b' P P g with site e nc�i�ions and the plans, c eLails agric� one hundred 100 feet of wire length. and equipment locations, are drawn schematically. The specifications. ( ) g contractor shall make minor adjustments to the s stem, as 15. Wire S required, to avoid physical elements and conform to the site 3. Irri ation Mainline and E ui ment La out: This observation plices: All splices shall be made with Scotch-Lok onditions. In all cases, the contractor shall insure that shall be performed by the weer Jo Superintendent) #3577 connector sealing packs, pen-tite wire connector, or here are no conflicts between the Irrigation system, following staking of all pressure mainline and control approved equal. Use one splice per connector sealing pack.planting and construction elements, and existing' utilities. equipment, verification of all site conditions and prior to 14. Electrical Connection: The contractor shall be responsible any trenching. Any discrepancies not previously noted shall 16. Treches: Dig trenches straight and support pipe be corrected at this time to the satisfaction of the Owner continuously on bottom of trench. Lay pipe to an even for the final electrical connection from power source to (Job Superintendent) and Landscape Architect at the grade.controllers as indicated on the plans, where applicable. contractor's expense. 15. Liable for Damage: The contractor shall be liable for © 4. Irrigation Mainline and Pressure Test: This observation is 17. Backfill: The trenches shall not be backfilled until all damage to all utilities, construction, irrigation and for the purpose of reviewing all mainline layout for required tests are performed. Trenches shall be carefully conformance to specifications and verif in the water backfilled with approved materials, free from clods of earth planting elements, new, marked or unmarked, and shall tightness of y g P replace or repair damage to its original condition in a g pressure systems prior to backfilling trenches. or stones two inches (2") or larger. Backfill shall be P P gpressure tests must conform to manufacturers mechanically compacted to a dry density equal to adjacent manner acceptable to the Owner (Job Superintendent). specifications. All pressure lines shall be tested under a undisturbed soil and shall conform to adjacent surface sustained hydrostatic pressure of 150 pounds -per square inch grades without irregularities. for a period of not less than two (2) hours. is test 16. Liable for Loss: The contractor shall be responsible and shall be performed in the presence of the Owner (Job Superintendent) liable for any loss to his equipment, parts and materials on and city inspector to manufacturer's accepted testing procedure 18. Street: Where any cutting or breaking of concrete or other this project until completion and acceptance of the job in and approved in writing by the contractor, prior to Flo surface is necessary, it shall be done and replaced writing from the Owner (Job Superintendent). backfilling any trenches. Contractor shall furnish to match existing to the Owner's Job Superintend necessary force g ( p s) equipment. Pump and all other necessary testing satisfaction, by the contractor, as part of the contract y 17. As-Built: The contractor shall provide and keep up to datecost. J a complete "As-Built" record set of prints which shall be corrected daily and show every change from the onggfinal 5. Progress Inspections: Periodic inspections shall be 19. Pipe Cover: All wire, pressure and non-pressure pipe drawings. Before the time of the final inspection, the performed by Owner (Job Superintendent) during the layout of installed under asphaltic concrete paving shall be installed contV,,actor shall transfer all information from the "As- all lateral line systems, with trenches open to verify in Class 315 sleeves, twenty-four inches {24") below road Built set, and field staking of all equipment located on conformance to details, depth of pipe and equipment the mainline and control wire location, to a reproducible assemblies. bed and backfilledper structural soils report Ozalid sepia, procured from the Owner (Job Superintendent) specifications. and Landscape Architect. All work shall be neat and 6. Irrigation Completion/Coverage Test: This observation is to legible. Contractor shall certify reproducibles as to ensure conformance of all irrigation equipment with 20. Pipe Clearance: All lines shall have a minimum clearance of accuracy and completeness, irrigation contract documents and will consist of operation ,. six inches (6 ) from each other. Parallel lines shall not of each system to ensure intended coverage. The contractor be installed directly over one another. 18. Written Guarantee: All irrigation work shall be guaranteed shall flush and adjust all heads for optimum performance and Written the contractor as Al material and kshallbefor a to prevent overspray onto walks, roadways and buildings, workmanship etc., prior to this observation. This may include changes 21. Control Valves: Install each control valve in a separate w'ATXXZ period of one year following the date of final acceptance of in nozzle sizes and degree of are to optimize operation. locking valve box with a minimum of twelve incl}es (12") the project. The contractor shall provide a written between valves, and a minimum of six inches (6' ) from any guarantee on his letterhead at the time of the final walk or structure. inspection. SCOPE OF IRRIGATION WORK 19. Written Certification: The contractor shall provide a 22, Head Installation: Irrigation heads shall be installed only written certification that the irrigation system is after the system has been flushed to the complete installed free from defects in materials and workmanship and 1, Base Sheets Were Derived from Plans: satisfaction of the Owner (Job Superintendent). In full compliance with the drawings and specifications. 23. Spacing of heads: Shall be set perpendicular to finished This shall be on the contractor's letterhead with his Prepared by: THE KEITH COMPANIES grades unless otherwise designated on the plans. Fr". MM RP Irrigation and License number. Dated: Revised: 24. All sprinkler heads shall be set perpendicular to finished 20. Turnover Item: The contractor shall supply to the Owner grades unless otherwise designated on the plans.Job Superintendent), as part of this contract, the Titled: 4 ollowing items prior. to the time of the final inspection: 25. All galvanized ,pine on grade shall be secured to slope A A reproducible set of "As-Built" drawings as per surfaces at ten feet on center (10' o.c.) and to flat areas Note 17 above. at twenty feet on center (20' o.c.) maximum with #4x24" B. The original of the guarantee letter. rebar with J" hooked radius at one end to hold pipe C. The original of the certification letter. securely in place. D. Two keys for each automatic controller. 2. Water Information was obtained from: E. Two sets of any special equipment required for 26. The entire sprinkler irrigation system shall be under full operating, adjusting, assembling and removing each type Mr./Ms.: C.V.W.D. automatic operation for a period of seven (7) days prior to of equipment supplied on this project as requested by ,� O the O wner. the start of any planting. ow Of: 27. All irrigation lines, valves and wiring runs shown on plans in the street, paved areas and under hardscaping are DATES 0l.Q= Date: PSI GPM schematic. Install these lines, valves and wiring runs in planting areas except where it is obvious that they must cross that paved area to get from one planting area to another or unless noted otherwise. 28. SleevinLa: All irrigation lines which run under driveways, 80ALJ9 walkways,etc. must be run through a PVC or ABS sleeve placed at the same depth as the irrigation line (min. 18" under driveways). Sleeve shall be min. 1.5 time diameter �� CV& of pipe. &FM MY 10".01 *Pm c f Y U2&Cl THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY RGA, INC. FOR USE ON THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF RGA, INC. UC 'Ol CVWD LANDSCAPE APPROVAL 0 1 -r toe Olt 4 : Z Clirdae` t Waterda `ire, �`, ?Iicrp€#tx:: , � 1 Ill, ` tiil a t e r ilix ii fz eixt lay acop�;r�azt ix�igatz ix d ill six s i r lritli.the fa�a1 go��r�zir� aez��;T ( �r '�. t�') A pe IP-3