Loading...
HomeMy WebLinkAboutEntrada del Paseo Henderson Community Building_1 r - lzi sty yb - Jul _ U " Y 3kiY D a..:• e F'e Cn r 6 CITY� ofDESPALM w - _ ; Q) ,�5 CO (0 � N £ rnCOM M r) N N f �LtV1 4 t of Z J O O e A 6 WATER CONSERVATION CONCEPT STATEMENT • • • � �� — °' ;Pro'ect Site: Henderson MultipurposeBuildind C mm,,. ... unity B �I f v+ I ..-_ 9 . ,. — _,..,, __. ,.._ I y'yr N -9 ERT E, NTRADA d I PASEO �6.enW QXTract or Parcel Number Parcel Map 30226 Parcel 12J �: °�' 1 1 E I I _ 0 ._...-.. y r rn Cyj U-) Project Location �Entrada de el Paseo i ,Landscape Architect/ Irrigation Designer: �HSA Design Group_ `�' o 0 � CO � coo Included in this project submittal package are: Check to indicated completion) VICEN= 3AAP X 1 Maximum Annual Applied Water Allowance: j Conventional Landscape: 11 13 CCF 9 + Recreational Turfgrass Landscape: I oaCCF Maximum Annual Applied Water Allowance- 1113 CCF I I �To� y` �PNdS�gpF s� ��O �NEPARpso q� X �2 Estimated Annual Applied Water Use by Hydrazone — Expires March 2007 �► o rn Turfgrass Hydrozones: 0;CCF i -- - - PALM m 10 + Recreational Turfgrass Hydrozones: O CCF ��0 DESERT Q Signature + Very Low Plant Hydrozones: 63.28 CCF +Low Plant Hydrozones: 226.5CCF COUNTRY CLUB DRIVE k + Medium Plant Hydrozones: I 117.911CCF Dote — + High Plant Hydrozones: 43 91CCF s z o OF CA��� -- - -- + Water Features: OICCF FRED HARING 10 Estimated Annual Total Applied Water Use: I 411.18'CCF IiIVY. ui r - ro - X 3 EATAWU<MAAWA I �- SITE EL PASEO INDIAN pAOENZY WELLS z ' X ;4 Landscape Design PlanPA- H INDIO z z x X 5 Iiri anon Desi i Plan W -.-..___ -- ------ � AVENUE 52 i NA 6 Grading Design Plan �- ---�- ------ ----j QUINTA AVENUE 54 ' NA 7 Soil Chemical Analysis(optional) PGA _. _ _ _ WEST 'Description of Project: (The design objective were intended to achieve a water iconserving landscape for Henderson Multipurpose building �� CAHuILIa _ k through the proper use of drip irrigation and minimal use of 'turf areas. Date:' 4/24/2006 Prepared by: 'Sylvia Rivas NORTH rt ' UND.U.1%. KEY MAP i &HEET 5HEET DESCRIPTION I NO. t = �5 ENTRADA del PASEO L - 1.0 DEMOLITION FL,4N -- Henderson Community Building l L - 1.1 BOULDER and GR,4D ING FIL,4N >`1ULT'ISFNSORY GARDEN PALM DESERT,CALIFORNIA L - 1.2 13OULDER and GR,4D INCH FL,4N L -2.1 I RR ICE,4T I ON FLAN REVISIONS Delta Date sheets Affected By Description of Chance L -2.2 IRRIGATION FL,4N INDIAN CANYON L -3.1 ' IRRIGATION DET,41L5 and EMITTEIR C;H,4RT FUTUR HENDERSON GARDEN BUIL NG (PI13) L -3.2 5U55URF,4CE DIRIR Ifi�RIGATION DET,41L5 L -3.3 RRIG,4TION 5RECIFIC,4TION5 L -3.4 IRRIGATION WATER Cr4LCULATION5 (CITT' of PALM DESEIRT and CVW[)) ' L -4.1 TREE FL,4N PALM DESER - U I STO \ L 4.2 TREE FL,4N . I ��E iOE VISITORS CENTER \ 0— L -5.1 5HRU5 FLAN 2 7 2 u{i NORTH — NTS L -5.2 S�IRU5 FL,4N l�ua>_tc woRK DEPARTMENT � CITY OF P M D - ERT L -6-1 RL,4NTING DET,41L5 L -(o.2 RL,4NT INCH SFEC IF I CAT I ON5 /' These plans have been reviewed* by the Coachella Chapter r District in accordance wgith Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section p / wth9thetlo al governing agency it(Cityd landscape Couny�irrigati n design in cooperation JOB L -�.i LIGHTING I LN f "Approval of this drawing by CCVWD Staff does not constitute approval to JOB Approval of this drawing by CVWD Staff does not constitute approval to 993 1 1�3 encroach into district and USBR Rights-of-Way. Trees, (plants, walls and --1,2 I/�t'tTINC T�4I permanent structures of any kind may not ut planted i installed c oche L LIGHTING DE 1� CVWD and USBR easements or right-of-way without first obtaining an encroachement ! permit from CVWD. Date Water Management Supervisor DATE Development Services Supervisor 04/24/06 APPROVED BY: MARK EENWOOD CITY ENGINEER TM}T 0 J TITLE SHEET R.C.E. 57989 EXP. DATE: 06-3d-06 . K DATE ' I i I _ a ti �` o m^ IV I z _ ! CONTRACTOR RESPONSIBLE FOR 22 o Ld LANDSCAPE DURING CONSTRUCTION . �a D LANDSCAPE CONTRAC70R S ALL BE OF RESPONSI �L FOR � ANY DEAD OR DAMAGED PLANT �lA7ERIAL PoSgpF i 411'j '' O "EPAROS q /1 CUE TO CONSTRUCTION . 00 I o � \ Vol*" Katum N y' E S 2 M E 0 A E F ® F D G ® qF p o \F o 6 ® F cA " LIMIT' OF RK - h fig, — ---___ j ---------------- 22 25 }.... __ ----2s 28 0 0 o �4 f- E 27 26 20 a o 3 '� o� 0 2524 p 23 W ® 22 r Acacia `acacia + " _ atttt emallii � . 4 CVND IRRIGATION METERS A D �ACKFLON v 70 BE-, RELOCATED OUTSIDE OF EXPANDED PAV I NG PER CIVIL ENGINEER PLANS �9 Cercidi \ � a Q a Q a I -M-A mu CD F ON7RAC7 70 PROVIDE SEPRA7E P ICELINE FOR ,. cC'5 ilenai _ o ;j C"I 0 0 r ALVAGE LANDSCAPE . CON7RAC7" R 7 = Q o Q � ® OORDINA7E NITP LANDSCAPE ARCM 7EC7URE FOR I bA 'PLACEMENT OF SALVAGE TREE DURI G j ICONS7RUC710N . COORDINATE N 17P7PE CITY OF I LA a _ - z 71 .r = � o w � Q ! North PUBI.iv"r^Jt7)-KS l�f�rP& �-MENT` C IIY OF PALM DESE-T Job No. APPROVED BY: 99311 - 3 MARK GREENWOOD Sheet No. CITY ENGINEER L 1 .O R.C.E. 57989 EXP. DATE 06-30-06 I DATE of 23 2 00 ~ \ E F D G i E z 8 ...... 18 �_ ti o \ L1 � 1T _ N ` DS rr0"ZC CA 'S All arch 2DD733 0 ( ■ \ I \ Q Signotum da Dote \�Q' ' 20 OF CAS\F�� I u ■ 24 ! W W `fl F N 25 26 I � I 28 i rn Q p ° ,3 O O O O � C i ■ � 27 26 20 O , O 0 00 T o 0 25 if O O 24 i' 71 23 22 B ` o � Q SI C) i F D I 7/ } ` f w � s w s \ �i o o �� Q F \ 7� r F \ \ ` North �� � \ i Job No. O \ \\\ \ APPROVED BY: 99311 - 3 NOTE: \ MARK GREENWOOD Sheet No. SEE SHEET L 1.2 FOR BOULDER LEGEND AND SIZING �Q \ \f \ \ SEE SHEET L 1.2 FOR BOULDER DETAILS /T-1 Y CITY ENGINEER _ SEE SHEET L 1.2 FOP, NOTE5 AND DETAILS C f (% R.C.E. 57989 EXP. DATE. 06 30 06 L1 . 1 R B DATE of 23 J M N BOULDER SCHEDULE FIN15H GRADE BOULDER NOTES c� 5YMBOL 51ZE QUANTITY i. Installer is to be responsible to prevent any severe chipping or N _ _ damage to boulders during the placement process. �: '. z A 2'x2'x2' ± 112 ton 31 _—_ APPLY STAIN A MINIMUM OF ,III IIIII b" BELOW FIN15H GRADE 2• It 15 recommended that boulders be pieced using cables from c� — = IIIII=IIIh a Loader Boom or a Boulder Placement Boom. p = B 3'x2'x2' ± 3/4 ton I I _ _IIIIII= IIIII ALL GAVITIES AND VOIDS 3. Installer is to pay particular attention to how boulder is lifted to �' 9� 11� SLOPED GRADE ARE TO BURIED allow boulder to be Spun in order to set boulder in its most desirable o position. I Al _, G 3'x3'x2' ± I ton 21 4. Boulder i5 to ultimately be set to a minimum of 113 buried (see Detail). N° 5. All cavities and voids near the bottom of the boulder are to be va ' ' ' ± I6 set below finish grade. 4 x3 x2 I-I/2 tons FIN15H GRADE 6. Boulder is to be washed clean of dirt, ebri5, and small chips 7 E 5'x4'x3' ± 2 tons 11 N - � I 1= 6'x5'x4' ± 2-I/2 tons q � III II= _ —III li— APPLY STAIN A MINIMUM OF — — �--� IIIII-Illlll-IIIIII-1� 6 BELow FIN15H GRADE Tx6'X5' ± 3-1/2 tons q ALL GAVITIES AND VOID5 ypNDSCgp� LEVEL GRADE ARE TO BURIED 0 �NEPA/�ps�q�� / NOTE: Expires Mal 2007 BOULDER5 IN GLU5TER5 ARE \ TO BE SET AT VARIED HEIGHTS � � r iv NOTES: T(PIGAL BOULDER PLAGEMENT S�awm �05P Date ` N.T.5. ♦ BOULDERS TO BE CRESTA OR APPROVED EQUAL. LANDSCAPE CONTRACTOR TO GRADE NEW CONTOURS TO ±1'. NO INSTALLATION OF BOULDERS, IRRIGATION, 2 \ ♦ PLANT MATERIAL, ETC, SHALL COMMENCE UNTIL O GRADING IS APPROVED BY LANDSCAPE ARCHITECT E.,.., U ` ® Yy W 27 FIRE N E AND OWNERS REPRESENTATIVE o 4 �� O w I � w � , W i 01% W o CU I 22 N j ` J6) el No I � .. s I >> o MATCHLINE; PARKING SEESHEE�TL-1 . 1 1 ®00 21 1 20 �✓ 19 ca 2 � M0Q � ¢ 20 IviZ ro 23 21 22 23 EZ pa W Q w e O Q U °�e N I- a North . ; Job No. APPROVED BY: 99311 - 3 20 ,Z1 MARK GREENWOOD Sheet No. PUBLIC VJ©i�K`�DFP,aRTM CITY ENGINEER L 1 .2 Gilt'OF PALM DESERT R.C.E. 57989 EXP. DATE: 06-30-06 _ DATE of 23 I I ;Ij? � 7 M O SUBSURFAGE I I 0 f r c ( ' F; V DRIP 6PM 2� ' { r -�-R /4 a RI uj is { - \'v t • ' I I 1 17 0 F K a •. Jv low iri 17 •., Wit: ram,? � u f ' r f ' a r - r A w : _.,. , Y. >•; - \ \ I f j -", �: ) } ._-• 2 =��' �' it uar�n zom'�' 4' 1 . \ : x L V 1 / i / ; . . �.,. — I i G_ \ /, Q Signature , I `• �(`T 'i 1 t� .:... \ .;�\_ ,f.�+,./'.•. \ :.._ \ , f I { � '� _ 7 — - .r. V V } =tw T SHRUE3 3/4 2 # _ J fir,#..- ` Ali. 1 ~i\ V/ `\ � •t�_,�' `` / � I � �J , OF clk I � _ r •' � �X,."d�?' \. _l i I n \\ rV / /''- , ...ems ��' �>,� -{"� / ^�``r ^ � i` \ \r{ !- : r _!___ ;fit,, -< - -:.. ,�, ,_.,... ; '+- � _! � /i �� \�,,, �•. -..y f j;�,\ \\ p� ;/ §.� t \.- q - J I : ¢;r 'v \1 f l G , r.. \ M , \.,r `L 5�'fr°Y� � ;'� i, `\'. 1 1 :. ,,.✓ '4 \.._. •r M r I , : N con , _ y s k t / - t I� F-ti h LI) LI) �7 • ,. ) / t K k ' 1 f F ✓ , . LA( • N IM \ : >y _ ,V r --r m , � Y �r I _ pr ! �g ,� Aj ; 5r. L t I I Ct�- r--\ � ! \ � 1. c�j / —• ac; pp a J a ' � \\ yam•\ � - C�PM 4A / t /ti C .\ '/ ! -� ' i C. t ,may i-�•- ,.,, /,: •. ' ,r, I I E35URFAGE DRIP N , _ — � VALVES MAINLINE AND LATERALS ` SUBSURI=AGE I " i 1 ' SHOWN IN HARDSGAPE FOR DRIP CLARITY PURPOSES ONLY. ALL ` o ` �✓� ` /----•� VALVES TO BE GO TRACTOR TO VERIFY d o E PLACE WITH LANDSCAPE B , LOCATION OF WATER METER. ,., � o o. CD EYE SEE SHEET L-2.2 FOR IRRIGATION LEGEND ♦ `_i - -f r SEE HEFT L-2.2 FOR IRRIGATION E ; R2 S NOTES -a _ SEE SHEET L 2.2 FOR PIPE SIZING CHART SEE SHEET L 3.1 FOR EMITTER CHART - ` + _. ---__ r'�2\_v {,�l►� �,2E /' ESE ���t��-S ` 0 ^.,I Y , ; \ - \� E SEE SHEET L 3.1 FOR IRRIGATION DETAILS ♦ -��'" ,� \ _�I �\��__- "-- � -_ � r s � T SEE SHEET L-3.2 FOR IRRIGATION SPECIFICATIONS - :\� �; \ f%' It 2 ` , . . ,CVO , -4T, �,�; �fG�, ' pq �l 10± 6F)m 6A CONNECT MAIN LINE 0 --�" Ia P�4L1wf INTO MAIN LINE �: f :.. !DRIP ZONE �-� `, � � ' IDENTIFICATION `\ _ ` i BUBBLER 3/4�I PROVIDED IN PHASE 2 OF FRIG JOHNSON REC4­1 GARDEN ♦ -All � i / DR P ZONE / ; r ♦ 10± 6PM EXTRA STATIONS FOR SUB5UR PHASE 3 LANDSCAPE ` �.., BOUNDAR'I' �G Z VALVES PROVIDED ON w w '� b 2 ," DRIP �tJet!c�vc� Ks � 6A ``.. � -° , 2 PHASE 2 CONTROLLER ' , y DRIP ZONE �' !/� f � 4� DRIF LATERAL -± 6PM 5A i��s � s ���FX n. These plans have been reviewed* by the Coachella Water District in DRIF VALVE / /� \ / �� 7, Division 1, Chapter 3, Article 10.8, Section Y f-'sL 1� accordance with Water Code Title I tl 65597 et seq requiring efficient landscape and irrigation design in cooperation i \ 's �/� with the local governing agency Cityy or County). \ _ / *Approval of this drawing by VWD Staff does not constitute approval to pp /� /� Approval of this drawing by CVWR Staff does not constitute approval to ' IRRIGATION I encroach into district and USBR Rights-of-Way. Trees, ins, walls and ; / / permanent structures of any kin maynot be plantedor installed in CVWD , ` '� ' I % and USBR easements or right-o way without first obtaining an encroachement MA INL INE �r M `/% permit from CVWD. North f Ji` Date Water Management Supervisor 6/� 18 GPM � 1-I 211 SHRUB -DRIP ZONE ! /2� / Development Services Supervisor Job No. DRIP ( MW (oA a 2 / ,/' i/ APPROVED BY: 99311 — 3 DRIB ZONE I DRIP BOUNDARY LEGEND MARK GREENWOOD Sheet No. IDENTIFICATION I / 2 � CITY ENGINEER L 2. 1 R.C.E. 57989 EXP. DATE 06-30-06 DATE of 13 I � i f IRRIGATION LEGEND O �~ �` � SYMBOL MAIAJFACTiA1ER MCDE1.NO. DEBCRPTION NO2;ZLE RADIJ6 FLOW PSI PATTERN < '• � � O SOWSMITH SL-210 DRIP EMITTER - - I GPH 30 m Mum ® i _ \t 30 RAIP EMITTER NI B IRD XB?I0 DRIP EM20 ITIM ON!'IDLYRD RISER - - I GPN 30 O 4ti RANSIRD xB-20 DRIP EMMER CN POLYFa OUR _ _ 2 6FI4 - i ® 30 Z RANBIRD XCZ-100-BFF DRIP EMIiiER CCNiROL IONS - - - 30 - C7 �\ BOWSMITN REFER TO TREE EMITTER C14ART FOR NUMBER EMITTERS PER TREE _ t r.1 (3)9L-2Z0 _ .....- ". .,jr . .'J�aDRIF ZONE W iq �;'ir g /f / ` C j t ON IRRIGATION AILSHEET. Ui w n I D N I I C ION ❑ RAMBIRD 404 NOME PALM BUBBLERS,SEE DETAILS K L RRIG DETAIL n a I GPM AT 30 PSI m r �/ RAMBIRD XCZ-00 C0M ELECTRIC CONTROL VALVE:SEE PLAN FOR SIZES.RANBIRD PEB SERIES FOR DRIP APPLICATIONS. d SEE DETAIL A IRRIGATION DETAIL SWEET. �^E . DRIP ZONE � ELECTRIC CONTROL VALVE:SEE PLAN FOR BRIG RrerMM L SW SERIES FOR BUBBLER -, RAMBLRD SERIES Y APPLICATIONS.SEE DETAIL B 1 PEB AND SPRAY PPL IRRIGATION DETAIL SWEET. 1'SIZE MASTER vALvE:RAMBIRD PEB SERIES DRIP ZONE 50UND III ® 'Q°'"BIRD 6'P tB SERIES TO BE CC"CT£D t0 LAST AVAILABLE STATION ON ITS RESPECTED CLOCK I 4 ^ SEE DETAIL B IRRIGATION DETAIL SWEET. V A LATERAL �T Q� Now T-50-10 FULLY PORTED BALL VALVE:TO SE INSTALLED AT ALL SINGLE CONTROL VALVES OR CONTROL DRIP Fes- E 1 L ~ VALVE GROUPINGS.WANCN-OFF MAINLINE AND ISOLATED VIA NISCO BALL VALVE SEE DETAIL G J III - ._ = _•:. � ._' `....._ / t.� �" _ �. IRRIGATIGN DETAIL SWEET. 'I `�s LR NELSON 1642 PRO 16"SERIES QIIIIUC COUPLING VALVE.ALSO PROVIDE A QUICK COUPLNG KEY(1640) DRIP VALVE AND AFro SWYEL ELL fB810) NDSC L \P AP r)STATION ET AND MOISTURE DItlV@l IRRIGATION CONTROLLERWTN FLOW 8EN901ffi AND RADIO GONTIl�L W ' FMCALSENSE ET1000-V-MLR-F ER TO BE LIKED TO MOSTMG CITY OF PALM D£eERT CALSEN8£SYSTEM CONTRACTOR TO �� NEPARps y� � �A`7 ' I��I l"'! I ION COORDINATE FIN.MODEL OPTIONS,IN N' INSTALLATION AND RADIO CgpAJIGAT10N8 WTW BOB MOXLEY OF W J� I CALSENBE CONTROLLERS Expires Akrch 2007 2�y ® Ml�INLIN �, �� Q Signaturo O�jN MAINLINE PIPING USE SCHEDULE 40 SIZE AS NOTED�� PIffi99U1✓ig V W NON-PRESSURE LATERAL.LINE PIPING SYSTEM-PVC CLASS 35 Date �Q Ll.l 6A-1 18 GPM (—I�2�� SHRUB ORI P ZONE _—__ DRIP SYSTEM TO UTILIZE BOILBMITW EMITTERS.REFER TO EMITTER GWART FOR wRrWER SPECIFIGATIOt / _ _ PIPE SLEEVNG FOR CONTROLLER WIRES,PRESSURE AND NON-PRESSURE LATERALS lCS Kt� w� F �F CAL\F� A TO OCCUR UNDER ALL MAJOR WARDSCAPE.SEE DETAIL IRRIGATION DETAIL l DETAIL DRIP � PDG.LU CONSISTS OF METER AND REDUCED PRESSURE BAC0L.OW PREVENTER SEE PLAN FOR SIZES(INSTALLED BY CVUID) Z DRIP ZONE I Y LEGEND� DRIP BOUND LEG N INDICATES DICATES FLOW GALLONS PER MINUTE 2: IDENTIFICATION I � INDICATES CONTROLLER NUMBER INDICATES ELECTRIC CONTROL VALVE SIZE U L-- �'�•' INDICATES ZONE TYPE U NOTES: / VALVES AND LATERALSS41ANLINE ARE SHOWN N HARDSCAPE FOR CLARITY PURPOSES ONLY.VALVES ARE TO BE INSTALLED IN PLANTER IBED AREAS.NO PIPE TRENCHING SHALL OCCUR OUTSIDE LOT LINE BOIAIDARIES F--I �\ SEE SHEET L-3.1 FOR EMITTER CHART NorEs. H � U SEE SHEET L-3.1 FOR IRRIGATION DETAILS VALVES,LATERALS AND MAINLINE ARE SHOWN IN HARDSCAPE FOR IN SEE SHEET L-3.2 FOR IRRIGATION SPECIFICATIONS PLANTER BED AREAARITY PURPOSES S NO PIPE TRENCHING AND/OR INSTALLATY.ALL VALVES ARE TO 5ETIION E--� t G ►`i� SHALL OCCUR OUTSIDE OF CONSTRUCTION EASEMENT. T`tf I'Cj �I AT ALL VALVE GROUPINGS AND SINGLE VALVE LOCATIONS, � D MAINLINE 24' eEYoNo Vj�t tc LAST VALVE O ALL LANDSCAPE OW OR FUTURE VOR SHALL ALVE ADDITIONS(OR UNLESS PIPE SIZING CHART OTHERWISE NOTED ON PLANS).ANY REMAINING CONTROL VALVE WIRES r w lv AND COMMON WIRE SHALL BE EXTEND TO THE LAST VALVE GROUPING MAX.PIPE SIZE ALLOWABLE FLOW OR VALVE ON THE MAINLINE RUN AND CAPPED IN A 10'VALVE BOX. O 1 5 GPM i/2' CONTRACTOR SHALL ONLY INSTI LL THE QUANTITY OF PLANTS AS F--i ,% yr INDICATED ON THE PLANTING PLANS AND IRRIGATION DRIP ZONES. 3/4' 10 GPM THE MAX TOTAL RANGE FOR ANY(1)DRIP ZONE SHALL NOT EXCEED 15 GPM(GALLONS PER MINUTE).TOTAL GPH(GALLONS PER HOUR) a J / t�� ) 2j� FOR EACH 15 GPM DRIP VALVE EQUALS WO GPH.WHEN INSTALLING ri �y1 M Vo GPM THE EMITTERS THE TOTAL SOO GPH CAN BE A COMBINATION OF THE i� 5 fif VARIOUS GPH OUT-PUT WITHIN THE EMITTER SELECTIONS, (^l IJ 1-1/4' 26 GPM EMITTER DRIP L WAVE VALVES,HA 13EEN SHOWN THROUGHOUT THE IPA r�O 1_1/2 40 GPM IRRIGATION PLAN TO ACCOMMODATE ALL PLANT MATERIAL THAT 1 I �� 1 eP1� RECEIVE EMITTERS. ` 2` 60 GPM �C� ALL DRIP IRRIGATION FOR ACC NT PLANTS TO HAVE A POLYFLEX 7 RISER IN LIEU OF SCHEDULE W RISER SEE DETAIL 'M' r /a 21 i a a a a a I h ® - C) C) _ 1 r ' I C) N O 03 'v ' 4 IVIENT EZ 444 SHRUB , , - 1- a t _ r , DRIP [—� All- RI=I= DR I P 3/4 II o > N ♦ i\ ' p The plans have been reviewed* by the Coachella Water District in t+ a ordonce with Water Code Titl 7, Division 1, Chapter 3, Article 10.8, Section \ + i j _ 597 et seq. requiring efficient landscape and irrigation design in cooperation _.0.-- 1 with the local governing agency City or County}. *Approval of this drawing byy VWD Staff does not constitute approval to Approval of this drawing by C Staff does not constitute approval to encroach into district and USBR 'Rights—of—Way. Trees, plants, walls and permanent structures of any kind! may not be planted or installed in CVWD and USBR easements or right—o —way without first obtaining an encroachement permit from CVWD. North ,. Date Water Management Supervisor V / Development Services Supervisor Job No. APPROVED BY: 99311 - 3 MARK GREENWOOD Sheet No. ALL PIPE TO ICE 3�4" UNLE55 CITY ENGINEER L 2.2 OTHERWISE SFECIFIDED ON FLAN R.C.E. 57989 EXP. DATE 06-30-06 3 DATE of GENERAL IRRIGATION NOTES *INTERIOR BUBBLER TO BE PLACED ON LEGEND NOTE: USE TEFLON TAPE ON ALL MALE PIPE'' THE OUTER EDGE OF r- i a "- THREADS. 1 R DOTBALL t. FINISH GRADE. _ M 1. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM III 1 a Q FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT THE METER OR POINT OF CONNECTION. THE 2 \ INTERIOR BUBBLERS 2 LATERAL TO DRIP ZONES O IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE W/CITY LANDSCAPE INSPECTOR PRIOR TO MAY BE REMOVED 3. IRRIGATION DRIP VALVE W/PRESSURE �V�W AFTER MATURITY OF REGULATOR AND FILTER. SEE LEGEND CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS a 3 LEGEND - - TREE l 11 l FOR TYPES. 0 AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S 8 2 4. WIRE CONNECTOR. 16 AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO 1. BOWSMITH MODEL SL200 DRIP EMITTER - 1/2- FPT 8 I I-t I 5. PILOT WARE. FIELD INSTALLED AFTER FLUSHING WATER SYSTEM I I I I-I i t-�I 1=T=I r z START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY -- III=III-III=III- - - 4 S. COMMON WARE. - - I I-1� REVISIONS NECESSARY, I I I I=I I=I = I I =I ( _ - - _ _ _ _2. 1/2" SCH. 80 PVC, THREADED ®BOTH ENDS _ 5" MIN. 7. 3/4"CRUSHED ROCK. 8'DEEP III-IIII= (� I I I I= 3. FINISH GRADE. =1I I I=1I I1=IIII I I I1= _ __ PLAN 5 8. 2'x.'x,2-REDWOOD FOR SUPPORT. n 2. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY _ _ _ fin _ LEGEND -1I I1=1I I I-IIII I I I1= ELECTRICAL ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE IIII=I =i I I I =IIII _ - LEGEND 1D 2 9. IRRIGATION MAINLINE 4. SWING ASSEMBLY. 1. RAIN BIRD 1400 SERIES BUBBLER. W v FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. (III=_ =IIII - 1. BOWSMITH 20D SERIES a to.,'SCH 80 T.O.E.NIPPLE(TYPICAL) FIELD INSTALLED AFTER FLUSHING WATER SYSTEM b LENGTH AS REQUIRED. y 5. PVC PIPE (DEPTH PER SPECIFICATIONS). 3 N o 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN 2. TREE TRUNK. s 4 2 6 7 6 3 2. TREE TRUNK. tl. AMETEK p19Dt28 JUMBO VALVE BOX W CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. AVOID ANY CONFLICTS BETWEEN THE 4 3. PVC SCH. 80 NIPPLE- 4" MIN. LENGTH. 8 7 g o0 O�o°o 0Q0°o �0 0 COVER IH SHRUB AREAS and GREEN I��F SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. NOTE: LOCATE EMITTER 6"'UPHILL 4 3. PVC SCH. 80 NIPPLE- 4" MIN. LENGTH. O�o 000 °o 00 00 O ONELID IN 2T HGHHCHARACTERS VALVE N0. ON van FROM PLANT 4. PVC TxT 90 DEG. ELL. � 1 4. PVC TxT 90 DEG. ELL B 7 g S. LATERAL LINE PIPE AND FITTING. 4. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM 1 PERFORMANCE AND TO ALLOW FOR NO OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS. THIS 5. LATERAL LINE PIPE AND FITTING. 6. MARLEX 90 DEG. STREET ELL. Note N EXTRA WARE TO EACH VALVE LOCATION i SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO 7. PVC SCH. 80 NIPPLE- 6' LONG. 6. MARLEX 90 DEG. STREET ELL. 9 afFERENr COLOR WIRE OR ALTERNATIVE THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR 5 8. FINISH GRADE. 7. PVC SCH. 80 NIPPLE- 6" LNG. EACH SYSTEM. 5 B. FINISH GRADE. NOTE: USE TEFLON TAPE ON ALL MALE PIPE 5 5. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THREADS. NOTE: USE TEFLON TAPE N ALL MALE PIPE THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST DRIP EMITTER ASSEMBLY THREADS. ELECTRIC CONTROL DRIP VALVE ASSEMBLY 6• RAISED PALM BUBBLER A N.T.S. �PNDSCgp�. THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES L N.T.S. L CANOPY TREE IRRIGATION O EPA/?p y SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT FOR SHRUBS AND GROUND COVERS) N.r.s. (CANOPY TREES) E N.ts. w�� SN Sp (CANOPY TREES) � Q-�x m�M°ran zooT'L y THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY � �(o v o FOR ANY REVISIONS NECESSARY. L..i J C7 LEGEND N l 6. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE LEGEND * s�mm- DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 1. DISTANCE SHALL BE A MINIMUM OF 6". ALL SLEEVES r 1. ELECTRIC CONTR L VALVE; SEE LEGEND NOTE: USE TEFLON TAPE ON ALL MALE PIPE SHALL MEET THIS REQUIREMENT INCLUDING THOSE S �P \ ' LEGEND THREADS. WHICH ARE DIAGRAMATICALLY SHOWN SHORT OF Q 2• AMETEK #190126 JUMBO VALVE BOX WNML//TAN qT Dote �\( TURF 1 PALM/TREE I( THE DISTANCE ON PLANS. COVER AREAS.IHEAT SHRUB BRANDAREAS VALVEand STATION INO. ON F OF CAL�F� 7. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE 1 2. 12" MINIMUM. ON LID IN 2" HIGH CHARACTERS DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE 4' 1 .4' N. 2. FINISH GRADE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE a 3 LEGEND 3• GRADING SPECIFICATION°. PLAN 13 1 2 3 4 3. CHRISTY'S I.D. TAG 3. EDGE OF ROOTBALL SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. 2 4. BACK of cuR6 OR EDGE OF HARDSCAPE. a. FINISH GRADE. 4. 6" RAISED BUBBLER 1. RAINBIRD MODEL AFTER L XB-20 DRIP EMITTER _ 5. PVC. MALE ADAPTER (TYP.) s SEE DETAIL L THIS SHEET FIELD INSTALLED AFTER FLUSHING WATER SYSTEM 5. SCHEDULE 40 SLEEVE. 11 I 8. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR a 6. PVC PIPE TO SYSTEM - ANGLE PIPE SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL 4 I I=I (-_ =I I 2. 1/2" SCH. 80 PVC, THREADED 0 BOTH ENDS 6. FINISH GRADE. IIII IIII- TO SPECIFIED DEPTH WITH 45 DEG. ELLS. OTHER PAVED AREAS. 3 mill�III I IIITIInn IIII-IIII- IIII-IIII 3. FINISH GRADE. 1 12 II I I IIII 7. COMMON BRICK �4 REQUIRED). NOTE. IIIII= IIII-I -IIII 4• 'MARLEX' PREFABRICATED SWING JOINT ASSEMBLY. 6 4 ALL SLEEVES SHALL BE TWICE THE SIZE OF THE 8. COMMON WIRE T� OTHER VALVES ON 9. USE PRIMER AND GREY GLUE FOR ALL MAIN LINE JOINTS. = INTERNAL OBJECT, OR AS NOTED ON PLANS. 15 SAME CONTROLLLR. ' 1 (IIIII _ 5. PVC PIPE (DEPTH PER SPECIFICATIONS). 10 . 0 9. 3/4" CRUSHED ROCK. 8" DEEP. v (IIIII � I � IIII= - ItlIICIllfl�lll-�=IIIII w 1111191 RIME 4 4 °° B 11 ` F-1 ° 10. CONTROL/COMM©N WIRES FROM CONTROLLER. 2 ° - -�sL_ NOTE: LOCATE EMITTER 6" UPHILL O0 ° o° o° o 11. 1" SHC 80 T.O. NIPPLE (TYPICAL) Q (IIIII FROM PLANT 3 9 B 7 12. PVC SxSA90RDEIRELL. ~ : W N (jam r 13. WIRE CNNECTOI PALM WATERING SYSTEM sEcrloN 14 14. MAIN LINE FITTING W/SOLVENT WELD OUTLET. Q 15. PVC SHC 40 PIPE w N.T.S. cj 5 NOTE: RUN EXTRA WIRE TO EACH VALVE LOCATION s 2" IN SHRUB AREAS. ` DIFFERENT COLOR WIRE OR ALTERNATIVE 1" N TURF AREAS. j TREE XERI-BUBBLER LEGEND - - SLEEVING ELECTRIC CONTROL VALVE (NbN-DRIP and MASTER) TREES IUD DRIP EMITTER ASSEMBLY F R NOTES REFER TO DETAIL "F" ON SHEET L T */� N.T.S. N.T.S. E a• `�j l F"rt �/ SYM. NAME NIATtl2NEED5 E1•teON�IR 1. CONTROL ZONE KIT: RAINBIRD CZ-100 B-COM _ L3.2 1�/1 (FOR SHRUBS AND GROUND COVERS) ~ F� N.T.S. [�] SYM NAME aneura L (E TIER LANDSCAPE DRIPLINE TUBING: RAINBIRD �- AANMuiga anevr LANDSCAPE DRIPLINE LD-09-24 J V1 3. MANUAL FLUSH VALVE. (at low point) A5A Acacia saitalna L (b)SL-210 LEGEND O YJeeptng Acacia 4. EASY FIT COMPRESSION TEE ' COM Gercldlvm f.'Desert Museum• L (b)5L-210 5. EMITTER (PRE-INSTALLED) IN TUBING 1. ELECTRIC EMITTER CONTROL VALVE ASSEMBLY. Desert Museum Palo Verde it S. I" SCH 40 PVC LATERAL BARREL CACTUS (REFER TO LEGEND) 5 6 LEGEND GHL Chll is Ilnearis M (b)SL-220 LEGEND w °Ps (or succultent accents) 3 2. BACKBONE LATERAL - PVC CLASS 315 PIPE. 1. BROOKS #11 10"x10" ROUND VALVE BOX Desert Willow ----••- ER( fc►E�"� g 3. MANUAL FLUSH VALVE. rn. "`a` 1. NON-PRESSURE LATERAL LINE PIPING. WITH �BOLT DOWN COVER - HEAT � Q DS Dalea spinosa L (b)SL-210 T r 7 - BRAND "WATER VALVE" ON VALVE BOX COVER 5molee Tree N f USn�1 sN 4. DRIP LATERAL- PVC CLASS 315 ~O - -IIII-IIII 2.PRESSURE MAIN LINE PIPING 1 IN 2" HIGH LETTERS. ,J1 l/ ) LENGTH NOT TO EXCEED 150' AND/OR -IIII IIII-IIII I VALVE I r OT 011ie tesota L (b)SL-210 L A 4 3 GPM AT ANY ONE RUN. Z 12 3.CONTROL WIRES - TAPE AND BUNDLE 2 2. FINISH GRAgE. F T I a Ironwood 17 ! �l \\ 5. BOUNDARY FOR DRIP VALVE ZONE. F.L. PLW Piatirus wrl t11 H (b)5L-220 j / = IIII EVERY 10 FEET. INSTALL ADJACENT PLAN (� S _ 3. NIBCO 'T-585-70' FULLY PORTED BALL �� ^y� B. SHRUB EMITTER DETAIL (TYPICAL). TO PRESSURE MAIN LINE. Arazona amore �•' 7 � E� 2 4 POF Populus fremontll H (b)SL-220 C U./E � f�� IIII Fremont Cottonwood � "' S � -1 VALVE WITH HARD CHROME PLATED r �C ` ® 4.PROVIDE 2" DEPTH OF CLEAN BACKFILL. - BLOWOUT-PROOF STEM. v POF Prrosopls chllensle, LM (b)%-220 C (Jr i IIII-IIII=4. t" SCH. 80 T.O.E. NIPPLE (TYPICAL) w Thornless Mesquite �j� 5 BACKFILL AND COMPACTION FOR I IIII=IIII=IIII - - LENGTH AS (REQUIRED. GVH Prosopis glanduloso LM (b)SL-220 1 4 2 REQUIREMENTS. IIII=_ 10 1 3 IIII 5. 3/4" CRUSHED ROCK - 8" DEPTH. �1 Honey Mesquite x ,E 3 7 3 6. COMMON BRICK (2 REQUIRED). LWH Cnuer•cm v.14erl M (b)SL-220 I Southern live o °" x x g 4 7. t" PVC SHC(40 COUPLING, USE PRIMER 6.FINISH GRADE. d a , 5 " MINIMUM BACKFILL DEPTHS FROM FlNISH LUE. 3 GRADE TO TOP OF MAINLINE AND GREY x lox S. 2" CLEARANCE. S. x B 9. PVC MAIN LINE PIPE. > IRRIGATION LEG8ND �' Y ..2 4 ¢ 4 6 °?o0 0 o, o,o 0 10. CHRISTYS I�R-EAS. TAG (SEE NOTES). o 0 0 p0 0 °g0°080 08°000 °$,0 0 9 00 LARGE SHRUBS ry2AccES - �/A O ` x o8p Boot St.o:o°oo° ° .00 °8°0_7 s y �_A. -\� o v oo -o o-.8 a 80:080 0 ° `t 2" IN SHRUB AREAS. ^C SYM NAME YIATER NEEDS EMITTERDO!61 ITH SYM. NAME fgATER NEH)5-._ B�OY'KMITf1 j,()�'i �• 8;:o.° 8; oa• go 00°•°p°� 2 IN TURF 6 SEGTI�L 1 ` CN Desertraw �Ayilo L sL-2Io ANB And' gera•d LM 9L-QID cPH Dse Cosphylslorea L 5L21a r tAA)Blue Ste aopinorM p=egy Mbt M SL-220 "; SUBSURFA RIPLINE IN CACTUS-MASSES N EXAMPLE DRIP EMITTER LATERAL SYSTEM Sllvery Casslo Regal Mist MAdy �* M N.T.s. - --�-�"" SHRUBS GROUNDCOVER TRENCHING (CACTUS AND ACCENT MASSINGS) N.Ts ( / ) G BALL VALVE _ HYE Hyptls emoryl LM SL-210 ME MAdenbergla emersbyl El Toro M 5L-220 N.T.S. N.T.S. Desert Lavender Bull Gross LT LaT•ea tridentato L 5L-210 MLA MUhlerbergla Ikndh llmort AutlAtn blow M SL-220 LEGEND LEGEND Creosote Autumn Glow M hly i SCH Simmondslo chmenals LM SL-210 MR M hlerb"rge s M 5L-220 1. PVC SCH 40 ELL 1. BROOKS 11100 10"xl O" ROUND VALVE _bJobo Dee''6rchs BOX W TAN BOLT DOWN COVER . HEAT 2 2. PVC SCH 80 NIPPLE (TYPICAL„ LENGTH AS QC MRN MshvillerglorgtdoNacayiMile LM 5L-210 3 BRAND 'QC" ON COVER IN 2" HIGH CHARACTERS. Nashville tM ly REQUIRED) 2 1 MEDIUM SHRUBS SA sporoboke aroldes LM SL-210 3. 30-INCH LINEAR LENGTH OF WIRE, COILED 1. SLIP BASE SOCKET OVER ENDS OF WARES. 2. FINISH GRADE. Alkali Sacaton 5YM NAME WATER=05 EMIT LIT Nasello tenuissnna LM SL-210 4. WATERPROOF CONNECTION RAIN BIRD SPLICE-1 LEGEND 2. STRIP WIRES APPROX. 3/8" FROM ENDS - 3. VALVE B Mexican Feather Grass 4 1 OF 2 slur 1 '' AQht Anisax.antfus uatrfftdvs Mexcan Flame'LM 5L-210 7 ( ) Q TWIST TOGETHER. 4. 3/4" CR HED ROCK. 6" DEPTH. Plane Anyaco thus 5. TAN COLORED VALVE BOX WITH COVER (HEAT 1. AUTOMATIC CONTROLLER INSIDE 1le-ON AFisisand saa�flilfollo L SL-210 AGAVES 5 PEDESTAL (SEE LEGEND} 4 3. PUT CRIMP SLEEVE OVER WIRE ENDS - 5. BRASS NIPPLE. O 8 BRAND "SUBSURFACE DRIP-) 3 CRIMP AND CUT OFF EXCESS WIRE. 3 6. BRASS 9 DEG. ELL a eoH5MITH S. CHRISNS ID TAG SEE NOTES 2. 120-VOLT POWER SUPPLY WARES IN CONDUIT. im BUM Buddtela mornAxfona M SL-220 SYN. HAKE MATBR NEEDS EMITTER 4. APPLY SEALER TO OUTSIDE OF SEALINGj� 7. MAIN LION PIPING. WOON Butterfly 7. FINISH GRADE OF COMPACTED 3. PVC CONDUIT-2 1/2" PLUG - FILL CAVITY WITH SEALER. - - • - CC Canlandra coufornlra M GL-220 AA Agave amerlcan L SL-210 6 DECOMPOSED GRANITE 61UP 2 = _ __ 8. MAIN LION FITTING. Bap Red Fury Duster Century Plan` 2 8 4. FINISH GRADE 5. PULL BASE SOCKET OVER CRIMPED CON- III=IIII=IIII=III - CHN CMysothamm»novseosus L 5L220 AAv Agave oanoricm mar.mvg►xata L SL-210 8. 90R COMPACTED SUB GRADE _ Y = 3 9. BRASS 9 DEG. STREET ELL. Rabbit century Pant verigated ce Platt 1 6 5 NECTION AS FAR AS POSSIBLE. -IIII IIII 9. CONTROL ZONE KIT:' 1Q. BRASS NIPPLE - 6" LONG. DGS Dalea capltata 5brro Gold M 5L-210 AAM Agars angustlFona margmdta LM 51-210 5. SWEEP ELL-2 1/2" 11 (n Gold volea WIN I RAIN BIRD XCZ-100L13-COM 6. PUSH SEALING PLUG INTO BASE SOCKET. _J 6. DIRECT BURIAL CONTROL WARES 12 � � 11. RAINBIRD 33DRC QUICK COUPLER � pa DF5 Ikaiea frutsscerns Sierra(byes M SL-2I0 ABR Agave brateosea LM 9L-2I0 (INCLUDES BALL VALVE, 1OOPESB VALVE, QKCHK 4 :,:�'L,J QUICK COUPLING VALVE. Q Block Dalea Spider Agora ° o$ 0 100 BASKET FILTER,AND PSI-M40X-100 TO CONTROL VALVES. sTBP! 7. PUSH WIRES TO END OF BASE SOCKET 13 O > EF Emilia Formosa L sL-210 AGO Azjwe colorato L SL-210 PRESSURE REGULATOR) TO ASSURE COMPLETE SEALING OF `_� 12. 100% STAINLESS STEEL L d > 7. 4" THICK CONCRETE FOOTING; FINISH AND 9 10 (9� -U p Brittle Bush Mascot Gemzo 1" CONNECTION. � �` CLAMPS (2 EACH). � N O EF-t ErlogonaTn fmckukrtum vet.poltofolnum L 5L-210 AG Agave geminRtora L/M 5L-210 10. PVC LATERAL ( TEXTURE TO MATCH ADJACENT HARDSCAPE. 6 - ai 3 Flattop Buckrinsat Twn Flowering Agave 11. PVC SCH 40 MALE ADAPTER o 7 8. RAIN BIRD "SNAP-TITE" WIRE CONNECTOR 13. GALVANIZED PIPE - LENGTH AS v W d � .Ic Justiclacaufomlca UM SL-210 AHV Agweha•vordlesn L 5L-210 1 12. WC SCH 80 NIPPLE', CLOSE (1 OF 3) IIII=IIII=IIII-_ IIII=IIII=IIII 8. PEDESTAL ( SEE LEGEND ) REQUIRED'FOR SOIL CONDITIONS OR APPROVED EQUAL V] (n Q O Q Q Chipor- Havad Agave TO PROVIDE FIRM INSTALLATION. ; JGD A*tico cadicans(ovotd) M SL-220 AP Agave paryl L SL-2I0 16 15 1 14 13. PVC SCH 80 UNION FOR SERVICING ASSEMBLY IIII=IIII-)III= IIII-IIII=IIII NOTE: INSTALL ALL WIRING PER LOCAL CODE. �. 4 1 + Red lnticio Parry's Agave 18 _ 1" IN LAWN AREAS. 14. PVC MAINLINE (SEE PLAN SHEET L-2.1 ,Y -IIII= 7 IIII-III LFG Leacophyllum trutescers'Green Cloud' M SL-220 AVR Agave victorlae regnoae L SL-220 Green Claud Texas Ranger Goom VIctorlo Agave 17 11 L-2.2 FOR SIZES) LFT Letw llum frAsacens'Thunder Cloud' M SL-220 AV vllmormlaa L SL_210 YUSE TEFLON IN SHRUB AREAS. Thunder cloud Texas Ranger octopus agave 1 O t5 GRAVEL MINIMUM DEPTH OF 3/4-INCH WASHED 2 I(I I 8 �l NOTE: PPE THREADS. APE ON ALL MALE L1R Levcophynvm"manias'Rlo Bravo' LM 5L-220 AW Agave weberl LM SL-210 v v Texas Ranger ➢Aebber Agave 16. BRICK (1 OF 4) LPS Leucaphyllum prvhosun Sierra Bouquet LM SL-220 17. PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) QUICK COUPLING VALVE ASSEMBLY Sierra Bouquet Tomas Roger AND PVC SCH 40 ELL- N WIRE CONNECTION D r 7� CA PM Pollommtho maderensls'Lavender Spice'VM SL-220 5 3 6 u N.T.S. t a€ O �� Lavender•Spice 18. PVC SCH 40 TEE OR ELL K•� N.T.S. t 'T*� [ " RE Rusea'lo untain "°�" """ SL-220 AUTOMATIC CONTROLLER (PEDESTAL MOUNT) w Carat Fountain XCZ-10 B- OM 1• CONTF#OL ZONE KIT ' O N.T.S. RP Ruellla penisularis M 5L-220 L Ie adelt FOR SUBSURFACE DRIP ZONES R"'P � l ' VD Gomorra deltoldea L 5L-210 }' ( )ge LEGEND SMALL SHRUBS i 1. BROOKS #1100 10"00" ROUND VALVE a, W 5YM. NAME MTERNEED5 EMI DN X GREEN NTH COVER. AND "FV" ACCENTS AND CACTI � � r V ON COVER IN 2' HIGH CHARACTERS. ADC Acacia redolens'Desert Carpet' L SL-210 SYM TER NEEDS EMf ITC-I21'IH 2. FINISH GRADE. f CI 1 , Creeping Acacia 3. COMPACTED BACKFILL C H R i S TY S I.D. TAG ADL Ambrosio der Lama L 5L 210 NOTE . � � Z Triangle Leaf Our Slap Ar aappe A�loe LM 5L-210 4. 3/4" CRUSHED ROCK. 6" DEPTH. USE CHRISTY'S MAXI I.D. TAGS FOR VALVES AND QUICK COUPLERS HOT 0 AD Ambrosia samosa L 5L-210 SOL Ban, mvlllea'On La L4' M SL-220 1 2 ""'��� Oh Lea La Bolgnbrrilleq 3 5 5. AG PRODUCTS 3/4"-B BALL VALVE. STAMP WITH BLACK LETTERS. TAG HALL BE PRINTED IN ENGLISH ON BM IDesrt Marigold ° L 5L-21° CAP caesalpmw pulchaff" M SL-220 NOTES: 6. PVC SCH. 40 MALE ADAPTER ONE SIDE AND SPANISH ON THE OTHER. PROVIDE ONE TAG FOR EACH tT \) A- Red Bird of Paradise �.rr CMA Convolwlus ma•@anlaus M 5L-220 Q'v/DW D Iirlon,vtneelAsri L 5L210 7. SALCO A/R FLEXIBLE PVC HOSE VALVE. ORDER FROM E. T. CHRISTY E TERPRISES, 403 WEST BRENNA I Ground Morning Glory Ipk�tl os9 f CA Cuphealgneo M r,•,L_710 W Desert' n ALL DRIP IRRICYATION FOR ACCENT PLANTS TO HAVE A POLIFLEX RISER IN LIEU OF = MINIMUM 3 FOOT LENGTH LANE, ORANGE, CA. 92667. , PHONE 714)771-4142 AND FAX Cigar Plant PG Ecnmoaachs griewill vL S--20 SCHEDULE 80 RISER SEE DETAIL 'P' II�IIII=IIII=III _ 8. SCH 40 - 90 DEGREE ELBOW. ( ) Q I FP Fanugla paradoxes L SL-210 Golden Barrel cactus 7 71 4 771-3029. Apache Pure ® FA Ferocactus ocanthodey VL SL-210 = III 9. RIGID PVC CLASS 200 PIPE, OR POLY TUBING. Apache LP achentana montevlaerisis Traimg Purple' M SL-220 Compass Karel cactus ALL PLANTS WITHIN 10' OF SIDEWALKS TO HAVE A POLYFLEX RISER IN LIEU'!OF SCHEDULE g Purple Trailing Lantana Flu Ferocactus wisllzenil L SL-210 80 RISER SEE DETAIL 'P' 6 Barral cactus LY 6oLor`�ld ound tevIdensIs 7Jew Gold' M 5L-220 n Fou.�uierlo splendens L 5L-210 `ti:r •.• :. + 1" IN LAWN AREAS. Luc Labeua laxlttora L sL2io ocotillo CLOSELY SPACED ACCENTS MAY SHARE DRIP EMITTERS 8 4 Loose Flowering Lobetlo HP tlespercAoe porvNoro L 5L-210 2" IN SHRUB AREAS. LR Lotus rigldus LM sL-210 Red Yucca THE EMITTERS FOR THESE PLANTS SHALL NOT BE INSTALLED AT THE BASE OF THE PLANT. NOTE: USE TEFLON TAPE N ALL MALE Rack Pea HPr Hesperalos pavitlora Yellow' L 5L-210 ML Maleowdlutea M sL-220 Yellow Yucca THE EMITTER SHALL BE PLACES A MINIMUM OF 1S- FROM THE BASE OF THE PLANT. PIPE THREADS. These plans have been reviewed by the Coachella Water District in Rocky Point Ice Plot NP Nolnoporryl L 5L-210 INSTALL FLUSH VALVES AT THE END OF EACH accordance with Water Code Title7, Division 1, Chapter 3,design Article 1 coo Section oB oerathero berlanderl LM SL-210 Dwarf Mexican Gross Tree DRIP LATERAL RUN. with t et seq. requiring ageeffncy landscape and irrigation design in cooperation with the local governing agency (City or County). Mexican Evening Primrose OBI Opuntlo ulgalwn L 5L21D g yy PM Mexican v ningPorpus L sl--2Io TearGiO1lo SXB-360 to to 13 *Approval of this drawing byy' CVWD Staff does not constitute approval to s Slipper 0PE TeddP or Ck lla vL 5L-2I0 Approval of this drawing by CVNYD Staff does not constitute approval to Engelman P GPH SL-210 * 1 MANUAL FLUSH VALVE encroach into district and USBR' Rights-of-Way. Trees, plants, was and P56 Pellostrophe cooper) L sL-210 Enge wg eair GPN SL-220 * 2 I permanent structures of any kind may not be planted or installed in CVWD Paper Flower OPV Opw,twviolacea aanta,rlta VL SL-2io N.T.S. and USBR easements or right-df-way without first obtaining an encroachement W Ruelllo peninsularis M 5L-220 Purple W'tckdy Poor rcactus GPH XB-10 * 1 - permit from CVWD. North Desert Ruellkt PAM P-hgcereuss morglnatus L SL-210 GPH 6B-20 * 2 GPN SC Salvia clevelandA L SL-210 Mexican Organ Pipe SCH SaChaparral o anrn�d•yoldos L/M SL-210 PA PansBush � gnus LM 5L 2Io _ Date Water Management Supervisor Blue sage PGL Penstemon clevek" LJH SL-210 CACTI EMITTER NOTE: S& sdlvlogre99n M SL-220 WIN LL44ENEVER POSSIBLE*GROUPINGS OF CACTI SHALL SHARE EMITTER(S)and BE PLACED A Autumn sage PE Perstemon eatav L 5L-210 MINIMUM OF 18' FROM CACTI AND/OR CACTI GROUPINGS. Development Services Supervisor SGS Salvia 9re9911 sierra Linda M SL-220 Firecracker Peretemam - Job No. Autumn Sage PP Penstemon paryl L 5L-210 sL salvia Leucantho LM sL-210 Perry Penstamon Mexican Bush Sage PSP Pernstemon spectabnis LM SL-00 BAILEYA EMITTER NOTE: ^^31 1 _ SPA 5phaeraiceacab" L sL-210 WINKEEP EMITTERS)A MINIMUM OF IS' AWAY FROM BASE TO PREVENT ROOT IkOT. APPROVED BY: JIJ 1 Globe Hallam P5U Penstenron superbnw L SL-210 VG Verbena C-00 n LM 5L-210 Coral Penstemon Gooding Verbena YB Yucca baccato L SL-210 rl BanarnYvcca WATER NEED ABBREVIATIONS VR Verena kid LM SL-210 9 Y Y loser -210 • OW WATER USE Sandpaper Verherno G vcca glom L sl L L vP ve pvldwllo LM SL-2Io Soft rap Yucca M - MODERATE WATER USE Rock Verbena YP Yucca pandulo L SL2b 1 YI,�, H • H►GH WATER USE MARK GREENWOOD set o. CITY ENGINEER L-3.1 R.C.E. 57989 EXP. DAT : 06-30-06 DATE of 13 LEGEND Q_ x 1. PVC SCH 40 ELL 2. PVC SCH 80 NIPPLE (TYPICAL, LENGTH AS 3 REQUIRED) FINISH SURFACE (DECOMPOSED GRANITE) 3. 30-INCH LINEAR LENGTH OF WIRE, COILED 6-INCH ROUND TAN COLORED VALVE BOX 4. WATERPROOF CONNECTION RAIN BIRD SPLICE-1 (� HEAT BRANDED WITH "ARV" 4 7 (1 OF 2) EASY FIT COMPRESSION FITTINGS; COUPLING 5• TAN COLORED VALVE BOX WITH COVER (HEAT Z - RAIN BIRD MODEL#MDCFCOUP AIR RELIEF VALVE KIT 5 FLUSH CAP - RAIN BIRD MODEL#MDCFCAP RAIN BIRD X17000 8 BRAND "SUBSURFACE DRIP'} AR VALVE KIT 6. CHRISTY'S ID TAG SEE NOTES 7. FINISH GRADE OF COMPACTED - 2 6 DECOMPOSED GRANITE fA COMPACTED SOIL 8. 90% COMPACTED SUB GRADE W a 1 9, CONTROL ZONE KIT: 0 v ` RAIN BIRD XCZ-100-B-COM v (INCLUDES�BALL VAOt, 16oPESB VALVE, QKCHK .01 ° 100 BASKEfi FILTER, AND PSI-M40X-100 E ° PRESSURE REGULATOR) 'a 10. PVC LATERAL COMPRESSION ADAPTER 11. PVC SCH 40 MALE ADAPTER RAIN BIRD MODEL#600-CF-1 LANDSCAPE DRIPLINE TUBING: 13 (NOTE - WHEN GLUING THE RAIN BIRD LANDSCAPE DRIPLINE 12. PVC SCH 80 NIPPLE, CLOSE (1 OF 3} 600-CF-1 ADAPTER INTO THE LD-09-24 16 15 12 14 i3.. PVC-SCH.:8O_UNION,_FOR-SERVIGING-ASSEMBLY PVC TEE, USE AN ABS TO PVC BONDING SOLVENT) i 18 14. PVC MAINLINE (SEE PLAN SHEET L-2.1 & 17 11 L-2.2 FOR SIZES) 10 15. 8-INCH MINIMUM DEPTH OF 3/4-INCH WASHED LANDSCAPE DRIPUNE TUBING: GRAVEL RAIN BIRD LANDSCAPE DRIPUNE - LD-09-24 3-INCH MINIMUM DEPTH OF 3'a-INCH WASHED 16. BRICK (1 OF 4) NDSCgp 17. PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) F GRAVEL AND PVC SCH 40 ELLZ�,EPARps�q� AIR VACUUM RELIEF VALVE: 18. PVC SCH 40 TEE OR ELL Exores Mom 2007 Z�y RAIN BIRD AR VALVE KIT(INSTALL AT HIGH POINT 1N LANDSCAPE SYSTEM) - RAIN BIRD AIR RELIEF VALVE KIT �N.T. -100-B-COM 1' CONTROL ZONE KIT w ° SEE DETAIL "E" THIS SHEET (�A)E N.T.S. (FOR SUBSURFACE DRIP ZONES) (FOR SUBSURFACE DRIP ZONES) Si�natue F OF CPS-\F� CONTROL ZONE KIT RAIN BIRD XCZ-100-COM FINISH GRADE COMPACTED DG PVC SCH 40 TEE OR ELL MAINLINE PIPE QUICK-COUPLING VALVE: PVC LATERAL PIPE SPPLY HEADER RAIN BIRD MODEL 5RC I O U PVC SCH 40 WITH COMPRESSION FITTINGS O RAIN BIRD 600-CF-1 6-INCH ROUND TAN COLORED SEE DETAIL"B' THIS SHEET VALVE BOX HEAT BRANDED WITH "ARV" CURVED PLANTING BED DRIPLINE LAYOUT PVC SCH 40 SOC X SOC X RAIN BIRD EASY FIT COMPRESSION H 3/4-INCH FPT ON PVC ADAPTER N.T.S. (FOR SUBSURFACE DRIP ZONES) DISTRIBUTION EASY FIT COMPRESSION COUPLING: MANIFOLD tTwo MANIFOLD) FF�--LL/il IN LINE ALONG MANIFOLD) RAIN BIRD MDCFCOUP LANDSCAPE DRIPUNE TUBING: RAIN BIRD LANDSCAPE DRIPUNE LANDSCAPE DRIPLINE TUBING: W v -- LD-09-24 RAIN BIRD LANDSCAPE DRIPLINE OR 1/2-INCH COMP X 3/4-INCH ' I 1/2-I CH POLYETHYLENE PIPE: MPT ADAPTER: RAIN BIRD RAIN NO XBS BLACK STRIPE MODEL 600-CF-75MPT TUBING 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 1�1 �"I T l BRICK (1 OF 2) ~ �•J PVC SCH 40 ELL (1 OF 2) (� PVC SCH 8D NIPPLE (1 OF 3, p LENGTH AS REQUIRED) �•i� �T� #4 REBAR STAKE WITH NOTES: STAINLESS STEEL GEAR CLAMPS n Q NOTES: OR EQUIVALENT SUPPORT tO LATERAL AND EMITTER SPACING 24" r—EASY FIT COMPRESSION COUPLING: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED SYSTEM (30-INCH MIN.LENGTH) RAIN BIRD MDCFCOUP 44 IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 04 2. IF POLYETHYLENE IS USED FOR DISTRIBUTION EASY FIT COMPRESSION FLUSH O CAP: RAIN BIRD MDCFCAP w MANIFOLD, SUBSMTE INSERT X INSERT X 3/4-INCH FPT INSERT TEE FOR SCH 40 TEE. Q WATER METER LATERAL DRIPLINE LATERALS LANDSCAPE DRIPLINE FLUSH POINT R � P�-, BACKFLOW PREVENTER F N.T.S.NTs. (FOR SUBSURFACE DRIP ZONES) N.T.S. (FOR SUBSURFACE DRIP ZONES) rH W M PVC MAINLINE LANDSCAPE DRIPLINE TUBING: EASY FIT COMPRESSION FITTINGS; COUPLING RAIN BIRD LANDSCAPE TUBING LD-09-24 - RAIN BIRD MODEL#MDCFCOUP FLUSH CAP - RAIN BIRD MODEL#MDCFCAP SHUT-OFF BALL VALVE EMITTER (PRE-INSTALLED)IN TUBING Y-FILTER A PLANT MATERIAL r ELECTRIC CONTROL VALVE CONTROL ZONE KIT RAIN BIRD XCZ-100 COM PRESSURE REGULATOR SEE DETAIL "A" THIS SHEET COMPRESSION ADAPTER PRESSURE COMPENSATING 'C RAIN BIRD MODEL#600-CF-I IN-LINE EMITTER TUBING (NOTE - WHEN GLUING THE / EASY FIT COMPRESSION TEE 600-CF-1 ADAPTER INTO THE PVC TEE, USE AN ABS TO PVC RAIN BIRO MDCFTEE BONDING SOLVENT) LANDSCAPE DRIPUNE TUBING: RAIN BIRD LANDSCAPE DRIPUNE LD-09-24 O AIR VACUUM RELIEF VALVE: 74 - EMITTER (PRE-INSTALLED) IN TUBING � RAIN BIRD AR VALVE KIT(INSTALL AT HIGH POINT IN LANDSCAPE SYSTEM) - \ SEE DETAIL "E" THIS SHEET a a a Q a XCZ-100-B-COM V CONTROL ZONE KIT O C N.T.S. (FOR SUBSURFACE DRIP ZONES) CONTROL ZONE KIT RAIN BIRD XCZ-100-COM SEE DETAIL "A' THIS SHEET N T EASY FIT COMPRESSION TEE: -1 co RAIN BIRD MODEL( MDCFTEE Q MINLINE PIPE W LANDSCAPE DRIPLINE TUBING: " 0 RAIN BIRD LANDSCAPE DRIPUNE LD-09-24 U as SUPPLY HEADER LJ PVC SCH 40 WITH COMPRESSION FITTINGS r/] (n Q CD Q RAIN BIRD 600-CF-1 LANDSCAPE DRIPUNE TUBING: SEE DETAIL"B' THIS SHEET RAIN BIRD LANDSCAPE DRIPUNE - FINISH GRADE `°-09-24 ODD SHAPED PLANTING AREA DRIPLINE LAYOUT GN.T.S. (FOR SUBSURFACE DRIP ZONES) TIE DOWN STAKES: RAIN BIRD LD16STK V1 PVC HEADER �..,. 7� 0 BALL VALVE \\/\\�/\\/ \ \%\\ \ \ / \/ �\\i J CONNECTION AND DRIPLINE LAYOUT ;�i//\i�;/�;�i�;/�,/�;�/i� /�:ri;�: N.T.S. �$ ^ _ NOTE: 1� WHEN INSTALLING LANDSCAPE DRIPLINE UNDER SOIL, DO NOT BURY MORE THAT 2" BELOW GRADE AND INCLUDE AIR RELIEF VALVE (SEE DETAIL "X" THIS SHEET. rT, v w LANDSCAPE DRIPLINE 2' BELOW GRADE N.T.S. (FOR SUBSURFACE DRIP ZONES) i'£d`tri,�I Ti• rTZ, W S1€�aL.usl J:n.k E$—'E8 r W ro These plans have been reviewed* ,by he Coachella Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section C4 65597 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (-Cityy or County). *Approval of this drawing by CVWD Staff does not constitute approval to Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights—of—Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right—of—way without first obtaining an encroachement permit from CVWD. North Date Water Management Supervisor Development Services Supervisor Job No. APPROVED BY: 99311 - 3 MARK GREENWOOD Sheet No. CITY ENGINEER L-3.2 R.C.E. 57989 EXP. DATE: 06-30-06 DATE of 13 (L dx 1.01 General Conditions 6) On or before the date of the final inspection, the Contractor shall deliver the F. Bail valves: corrected and completed seplas to the Owner's Authorized Representative. 3.03 Installation a The requirements of the 'General Conditions of the Contract' shall apply to all work of Delivery of the seplas will not relieve the Contractor of the responsibility 1) Ball valves 3' and smaller shall meet the following requirements. B. Testing of the Irrigation System: this Section with the same force and effect as though repeated In full herein. of furnishing required information that may be omitted from the prints. A. Trenching: 0 a. Ball valves shall have cast bronze bodies, fully ported,and 1) The Contractor shall request the presence of the Owner's Authorized Representative iF_0 C. Equipment to be Furnished: threaded 7n both ends. 1) Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe in writing at least 48 hours to advance of testing. 1.02 Description to an even grade. Trenching excavation shall follow layout indicated on the 1) Supply as part of this contract the following: b. Ball valve shell be similar to those manufactured by Nibco or approved Drawings and as noted. 2) Test all pressure lines under hydrostatic pressure of i50 pounds per square inch and Z A. Scope of work: equal. 2) Provide for a minimum of eighteen (24) inches cover For all pressure supply Tines prove watertight. 0 a. Two(2)keys for each controller. of 2 1/2-inch nominal diameter or smaller. Note: Testing of pressure main lines shall occur prior to installation of the electric Provide all labor,materials, transportation, and services necessary to furnish and install irrigation systems as shown on the drawings and described herein. 2) The above mentioned equipment shall be turned over to the Owner at the 2) All ball valves shall be installed per installation details. 3) Provide for a minimum of twenty-Four (24)inches cover for all pressure supply control valves. m w conclusion of the project. Before final observation can occur, evidence that lines of 3-inch nominal diameter or larger. 3) All piping under paved areas shall be tested under hydrostatic pressure of 150 the Owner has received these items must be shown to the Owner's 4) Provide for a minimum of twelve (12) Inches for all non-pressure lines. pounds per square inch and proven watertight prior to paving. y 1.03 Quality Assurance 4 Requiremeents Authorized Representative. M1° G. Quick Coupling Valves: 5) Provide for a minimum cover of twenty-four (24)inches for all control wiring. 4) Sustain pressure in lines for not less than six (ro)hours. If leaks develop, replace A. Permits and Fees: joints and repeat teat until entire system 1s proven watertight. 1.05 Product Deliveerg, Storage and Dandling 1) Quick coupling valves shall have a brass,one or two-piece body designed for The Contractor shall obtain and pay for any and all permits and all inspections as working pressure of 150 PAI. B. Backfiiling: 5) All hydrostatic tests shall be made only in the presence of the Owner's Authorized required. A. Dandling of PVC Pipe and Fittings: Representative. No pipe shall be backfilled until it has been observed,tested,and The Contractor is cautioned to exercise care in handling, loading,unloading,and 2) Quick coupling valve shall be operable with a quick coupler keg. size and type 1) The trenches shall not be backfilled until all required tests are performed. approved in writing. p g p q p g � yp pp g• B. Manufacturer's Directions: storing of PVC pipe and fittings. All PVC pipe shall be transported in a vehicle shall be as shown on the Drawings. Contractor to call Cityy authorized representative for pressure teat.Trenches which allows the length of pipe to Ile flat so as not to subject it to undue beending shall be carefully backfilled with the excavated materials approved for backfilitng, 6) Furnish necessary force pump and all other test equipment. Manufacturer's directions and detailed drawings shall be followed in all cases or concentrated external load at any point. Any section of pipe that has been dented consisting of earth, loam,sandy clay,sand,or other approved materials, free from where the manufacturers of articles used in this contract furnish directions covering or damaged will be discarded and, if installed,shall be replaced with new piping large clods of earth or stones. Backfill shall be compacted in 1) When the irrigation system is completed,perform a coverage test In the presence points not shown in the drawings and specifications, at contractor's expense. landscaped areas to a dry density equal to adjacent undisturbed soil in planting of the Owner's Authorized Representative to determine if the water coverage for �pNDSCA areas. Backfill will conform to adjacent grades without dips,sunken areas,humps planting areas is complete and adequate. Furnish all materials and perform all work N�ARO Fq C. Ordinances and Regulations- 1.06 Substitutions or other surface irregularities. required to correct any inadequacies of coverage due to deviations form the �� 0D7 g � Ex'res W. 20t17 Drawings,or where the system has been willfully installed as indicated on the � � e„ Z All local,municipal and state laws,and rules and regulations governing to any A. There will be no substitutions. D. Backflow Prevention Unit: (Domestic Water Systems Only) Installed by CVWD. 2) A fine granular material backfill will be initially placed on all lines. No Foreign Drawings when it is obviously inadequate, without bringing this to the attention of C o matter larger than one-half (1/2)inch In size will be permitted in the initial backfill. the Owner's Authorized Representative. This test shall be accomplished before any � N �- portion of this work are hereby incorporated into and made a part of these 4 Sigemture A specifications,and their provisions shall be carried out by the Contractor. 1) Backi'low prevention unit shall be of size and type indicated on the irrigation ground cover is planted. Anything contained in these specifications shall not be construed to conflict with drawings. p g 3) Authorized of trenches will e. permitted only with approval of the Owner's drawin a Install backflow prevention unit in accordance with Irrigation Flooding p y pp any of the above rules and regulations or requirements of the same. However, construction details. Authorized Representative. 8) Upon completion of each phase of work the entire system shall be tested and `j'�qT �,� ��\P In adjustments F CFO when these specifications and drawings call for or describe materials, 4) if settlement occurs and necessitates ad pipe,valves,sprinkler adjusted to meet site requirements. OF C heads, AL workmanship, or construction of a better quality,higher standard, or larger size 2) Wye strainers at backflow prevention units shall have a bronzed screwed body with J p p p lawn,plantings, or other installed work than is required by the above rules and regulations,the provisions of these 60 mesh morel screen and shall be similar to Bailey #10015 or approved equal. the Contractor shall make all required specifications and drawings shall take precedence. adjustments without coat to the Owner's Authorized Representative. 3.01 Maintenance 3) All pressure main line piping between the point of connection and the backflow G. Trenching and Backfill tinder Paving- D. Explanation of Drawings: preventer shall be installed as required by local code. The Contractor shall verify 9 g' A. The entire irrigation system shall be under full automatic operation for a period of seven with the local governing body as to material type and installation procedures prior (1)days prior to any planting. (With the exception or areas irrigated by drip.) 1) Due to the scale of drawings, it is not possible to indicate all offsets, to start of construction. Submit shop drawing for approval. 1) Trend,-es located under areas where paving,asphaltic concrete,to concrete will be fittings,sleeves, etc.which may be required. The Contractor shall installed,shall be backfilled with sand (a layer six (6)inches below the pipe and B. T}� Owner's Authorized Representative reserves the right to waive or shorten the carefully investigate the structural and finished conditions affecting all of three(3)Inches above the pipe)and compacted in layers to S5% compaction,using operation period. manual or mechanical tamping devices. Drenches for piping shall be compacted to this work and plan his work accordingly, furnishing such fittings,etc.as equal the compaction of the existing adjacent undisturbed soil and shall be left in may be required to meet such conditions. Drawings are generally a firm unyielding condition. All trenches shall be left flush with the adjoining 308 Clean-Up w diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, 1.01 Guarantee grade. The Contractor shall set in place,cap and pressure test all piping under planting, and architectural features. paving prior to the paving work. Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be fTl A. The guarantee for the sprinkler irrigation system shall be made in accordance with removed from the site,all walks and paving shall be broomed or washed down,and any damage 2) All work called For on the drawings by notes or details shall be furnished the following form. The general conditions and supplementary conditions of these 2) Generally,piping under existing walks is done by jacking,boring,or hydraulic occurring to the work of others shall be repaired to original conditions. and installed whether or not specifically tees or in the all betfu niche. specifications shall be filed with the Owner or his representative prior to acceptance driving,but where any cutting or breakingg of sidewalks and/or concrete is F-1 necessar It shall be dune and replaced the Contractor as a art of the Contract of the irrigation system. y� � � p h�1 3) The Contractor shall not willfully install the irrigation system as shown on I. Control Wiring: cost. Permission to cut or break sidewalks and/or concrete shall be obtained from 3.OS Final Site Observation Prior to Acceptance the drawings when it is obvious in the field that obstructions,grade B. A copy of the guarantee form shall be included in the operations and mainteenance the Owner's Authorized Representative. No hydraulic boring will be permitted manual. 1) Wiring shall occupy the same trench and shall be installed alon the same route as under concrete paving. A. The Contractor shall operate each system In its entirety For the Owner's Authorized l� differences er discrepancies In area dimensions exist that might not have g py g Representative and the Maintenance Contractor at time of final observation. items been considered in engineering. Such obstructions or differences should be pressure supply or lateral lines wherever possible. '� brought to the attention of the Owner's authorized representative. in the C. The guarantee form shall be re-typed onto the Contractor's letterhead and contain 3) Provide for a minimum cover of eighteen (18)inches between the top of the pipe deemed not acceptable bg the Owner's Authorized Representative shall be reworked to the £TZ event this notification is not performed, the Contractor shall the following information: 2) Where more than one(1)wire is placed in a trench,the wiring shall be taped and the bottom of the aggregate base for all pressure and non-pressure piping complete satisfaction of the Owner's Authorized Representative. assume full responsibility, at his own cost, For any revision necessary. together at Intervals of ten (10)feet. installed under asphaltic concrete paving. r� w GUARANTEE FOR IRRIGATION SYSTEM B. The Contractor shall show evidence to the Owner's Authorized Repreaeentative that the 3) An expansion curl shall be provided within three (3) feet of each wire connection. D. Assemblies: Owner has received all accessories,charts, record drawings,and equipment as required ^ r1 Q w 1.04 Submittals We hereby guarantee that the sprinkler irrigation system we have furnished and installed Expansion curl shall be of sufficient length at each splice connection at each electric before final site observation can occur. F+i peO ^ is free from defects in materials and workmanship,and the work has been completed In control, so that in case of repair,the valve bonnet may be brought to the surface 1) Routing of irrigation lines as indicated on the Drawings is diagrammatic. A. Material List: accordance with the drawings and specifications,ordinary wear and tear and unusual abuse, without disconnecting the control wires. Control wires shall be laid loosely in Install lines (and various assemblies)in such a manner as to conform with the or neglect excepted. We agree to repair or replace any defects in material or workmanship trench without stress or stretching wire conductors. details per the Drawings. 3.10 Site Observation Schedule 1) The Contractor shall furnish the articles, equipment,materials,or processes which may develop during the period of one year from the date of acceptance and also to W specified bg name in the drawings and specifications. No substitution will repair or replace any damage resulting from the repairing or replacing of such defects at 4) All splices ahall be made with Scotch-Lok°3516 Connector Sealing Packs, 2) Install NO multiple assemblies in plastic lines. Provide each assembly with its own A. The Contractor shall be responsible for notifying the Owner's Authorized Representative r--i be allowed without prior written approval bg the Owner's Authorized no additional cost to the Owner. We shall make such repairs or replacements within a Ralnbird Snap-Tits wire connectors,or approved equal. Make only one splice with outlet. in advance for the following observation meetings, according to the time indicated: a Representative. reasonable time,as deteermined by the Owner, after receipt of written notice. In the event, each connector sealing pack If splicing is necessary between valves groupings, of our failure to make such repairs or replacements within a reasonable time after receipt isolate splice in a circular valve box and identify. 3) Install all assemblies specified herein in accordance with respective detail. In 1) Pre-Job Conference - 1 days (to be scheduled by owner) W (^n 2) A complete material Ilat shall be submitted prior to performing any work of written notice from the Owner,we authorize the Owner to proceed to have said repair& absence of detail drawings or Specifications pertaining to specific items required to h--I Material list shall include the manufacturer,model to pear and description work. or replacements made at our expense and we will pay the costs and charges therefor upon J. Electric Control Valve (Ind.Master Valve): complete work,perform such work in accordance with best standard practice with 2) Pressure supply line installation and testing - 48 hours Of all materials and equipment to be used. demand. prior approval of Owner's Authorized Representative. i) All electric control valves shall be the same size and t e shown on the Drawings.yp g 3) Control wire installation - 48 hours Although manufacturer and other information may be different, the PROJECT: 4) PVC pipe and fittings shall be thoroughly cleaned of dirt,dust, and moisture before w following is a guide to proper submittal format: LOCATION: 2) All electric control valves shall have a manual flow adjustment. installation. Installation and solvent welding methods shall be as recommendecl by 4) Lateral line and sprinkler installation - 48 hours the pipe and fitting manufacturer. Item No. Description Manufacturer Model No. SIGNED: 3) Provide and install one control valve box for each electric control valve. 5) Emitter system installation - 48 hours 5) On PVC to metal corrections,the Contractor shall work the metal connections 1 Control Valves Rainbird EFA Series ADDRESS: K. Valve Box: first. Teflon tape or approved equal,shall be used on ail threaded PVC to PVC, (0) Coverage test - 48 hours and on all threaded PVC to metal joints. Light wrench pressure is all that is 2 Quick coupling Valve Rainbird 330 LYC PHONE: DATE OF ACCEPTANCE: 1) Use 10' x 10' round box,tan in color,with cover for all ball valves. required. Where threaded PVC connections are required,use schedule W 1) Final site observation - 1 days Extension sleeve shall be PVC with minimum size of six threaded on one end nipples and slip slip couplings. (6)inches. Irrigation submittal must be specific and complete. All items must be listed IRRIGATION PRODUCTS 2) Use jumbo valve box (nominal)rectangular box, tan in color,with cover E. Line Clearance: B. Rep etas observations have been conducted w by a pary other than the Owner's Authorized ° Representative,show evidence in writing of when and b whom these observations were -� and should include solvent/primer,urer' literature wire,ware connectors, valve boxes,etc. for all electric control valves. Refer to Detail. 1) All lines shall have a minimum clearance of six (6)inches From each other and submittal copies of manufacturer's literature(catalog cuts)are required as from lines of other trades. Parallel Tins shall not be installed direct( over one submittal information. y C. No site observations will commence without record drawings. In the event the Contractor 2.01 Materials 3) Use 10' x 10' deep round plastic valve box for all quick coupling valves,Brooks another. calls for a site visit without record drawings,without completing previously noted *1100 with snap lock cover or approved equal. corrections, or without preparing the agstem for said visit,he shall be responsible for 3) Equipment or materials installed or furnished without prior approval of the A. General: F. Quick Coupler /Bali valves: reimbursing the Owner's Authorized Representative at his current hourly billing rate,portal Owner or Owners representative may be rejected and the Contractor required 4) Any and all valve boxes shall be tan in color, including splice boxes to portal (plus transportation costs), for the inconvenience. No further site observatlons to remove such materials from the site at his own cost or expense, Use only new materials of brands and types noted on drawings,specified herein. 1) Install quick coupler and ball valves in a separate 10' x 10' round box,tan in color,with cover. will be until this charge has been paid and received. o L. Bubbler Head: Where possible, locate valves shall be located in shrub areas. .2 4) Manufacturer's warranties shall not relieve the Contractor of this liability > under the guarantee. Such warranties shall only supplement the guarantee. B. PVC Pressure Main Lane Pipe and Fittings: 1) Riser units shall be fabricated in accordance with the installation details. 2) Each quick couple and ball valve box is to be branded with 'QV' for quick couple and 'WATER VALVE' for ball valve in 2' letters. Branding unit available from Hydroscape City of Palm Desert Landscape Inspection Schedule 1) Pressure main line piping shall be PVC Schedule 40 with solvent welded Joints. 2) Riser nipples for all bubbler heads &hall be the same size as the riser opening in the Products, Inc.,phone number (114)(o33-1850. Pvc. pipe for irrigation systems serviced from the Coachella Vail" Water sprinkler body. , Sf District's water system shall be white in color.Sizes over 1-1/2' to be CL 315. 1) Sleeving /Grading a a a a 2) Schedule 40 pipe shall be made from NSF approved Ty 3) All heads shall be leak free. G. Electric Control Valves:Type I,Grade 1, PVC a. Sleeve diameter,type, depth and location compound conforming to ASTM resin specification 01184. All pipe must meet 1) Install each electric control valve in a separate valve box. Where possible, electric b. Soil surface drainage, elevations and trash (including weeds 4 rubble) requirements as set forth in Federal Specifications PS-22-10. control valves shall be located in shrub areas. Refer to Detail. 2) Hardscape / Boulders - Cobble B. Record and As-Built Drawings: M. Drip Emitters, Emitter Tubing,and Fittings: 2) Install where shown on the Drawin Where grouped together, allow at least 3) PVG solvent-weld fittings shall be Schedule 40, I-2, II-I NSF approved conforming s. g 9 p 9 a. Sidewalk and wall layout to ASTMM test procedure D2466. 1) Emitter body shall be manufactured of durable plastic construction resistant to twelve (12)inches between adjacent valve boxes. b. Utilities location i) The Contractor shall provide and keep up-to-date a complete 'as-built' ultraviolet rage and a highly inert silicone elastometer diaphragm which is resistant to c. Boulder t e, size,weight and placement o T record set of blueline ozalid prints which shall be corrected daily and show 4) Solvent cement and rimer for PVC solvent-weld pipe and fittings shall be of a chemicals. The emitter shall have a color coded inlet barb to identify flow rate and 3) Each valve number shall be heat branded on valve box cover with 2' tall letters. yp g p \ m every change from the original drawings and specifications and the exact p p p g yp shall be pressure compensating for a rated flow of + logo over d pressure variant Branding unit available from Hgdroscaps Products, Inc.,phone number (114)63S-1650. 3) Irrigation System Rough - In � � "4- � o and installation methods prescribed by the manufacture. p p g I� � e 'as-built' locations, sizes,and kinds of equipment. Prints may be obtained of 15 to 45 P.S.I. a. Trench depth and location Q �. Q from the Architect at cost. This set of drawings shall be kept on site and N. Flushing of System: r/0 z Q o Q C d 5) All PVC pipe must bear the following markings: b. Pipe size and class shall be used only as a record set and to be turned over at end of job. 2) Non-preasure lateral line piping for drip agstems shall be Class 315. p a. Manufacturer's name 3) Provide Asa Products 3/4' ball valve installed with flexible drip tubing and SMT 1) After all new sprinkler pipe lanes and risers are in place and connected,all c. Pressure test (125 psi For 6 hours) 2) These drawings shall also serve as work progress sheets and shall be the necessarydiversion work has bears completed,and prior to installation of sprinkler basis for measurement and payment for work completed. The Contractor 3/4' MHT by Spin LOG at terminus of each run. Install in 10 x 10' round box. heads,th control valves shall be opoenped and full ahead of water used to flush out 4) Plant Material (trees t shrubs) shall make neat and legible annotations thereon daily as the work b. Nominal pipe size Refer to Detail, the s stem a. Condition proceeds,showing the work as actually installed. These drawings shall be y b. Type blo Z available at all times for inspection and shall be kept in a location c. Schedule or class 4) Provide filtration and pressure regulation for each drip system. Refer to drawing 2) Sprinikler heads shall be installed only after flushing of the system has been c. Placement , for equipment types and sizes required. O designated by the Owner's Authorized Representative. Should record accomplished to the complete satisfaction o£ the Owner's Authorized 5) Ground Cover (decomposed remits) blueline drawing progress sheets not be available for review or not be d. Pressure rating to P.S.I. 5) All heads shall be leak free. Representative. p g up-to-date at the time of any observation it will be assumed no work has a. Type 0 been completed and the Contractor will be assessed the cost of that site e. NSF (National Sanitation Foundation)approval b. Depth and akin p N. Miscellaneous irrigation Equipment: ep spacing W visit at the current billing rate of the Owner's Authorized Representative. C. Compaction EZ r No other observations shall take lace prior to a ent of that F. Date of extrusion i V p p p ym 1) Refer to the Drawings for sizes and types of miscellaneous irrigation equipment. 3.04 Temporary Repairs 6) Final assessment. �l (o) All fittings shall bear the manufacturer's name or trademark,material designation, 2) All miscellaneous irrigation equipment shall be as specified or approved equal. The Owner's Authorized Representative reserves the right to make temporary repairs as necessary a. Irrigation; size,applicable I.P.S.schedule and NSF seal of approval. gq p g p y p y g a '`-.4 3) The Contractor shall make neat and legible notations on the record drawings to keep the irrigation system equipment in operating condition. The exercise of this right by the 1) Valves,boxes and wiring j' progress sheets daily as the work proceeds,showing the work as actually Owner's Authorized Representative shall not relieve the Contractor of his responsibilities under ii) Controller operation and schedule % V C. PVC Non-Pressure Lateral Line Piping and Fittings. IRRIGATION - EXECUTION installed. For example,should a piece of equipment be installed in a the terms of the guarantee as herein specified. i iii) Sprinkler,bubbler and/or drip emitter type, flow rate and location that does not match the plan, the Contractor must indicate that 1) Non-pressure buried lateral line piping shall be PVC Class 315 with solvent-weld quantity per plant equipment has been relocated in a graphic manner so as to match the joints in planted areas. PVC pipe for irrigation systems serviced from the 301 Observation of Site Conditions IV) Overall operation original aymbols as indicated in the irrigation legend. The relocated p equipment and dimensions will then be transferred to the original record Coachella valley water District's water system shall be white in color. v) As built _ drawin Ian at the proper time. A. All scaled dimensions are approximate. The Contractor shall check and verify all size � l 3.06 Field Quality Control � l�-I g p p p 2) Pipe shall be made from NSF approved,Type I,Grade II,PVC compound dimensions and receive approval from the Owner's Authorized Representative prior to b. Tree staking �/ V Z conforming to ASTM resin specification DI164. All pipe must meet requirements proceeding with work under this Section. A. Adjustment of the System: c. Overall 4) Before the date of the final inspection, the Contractor shall transfer all p g ►L� p set forth in Federal Specification PS-22-10 with an appropriate standard dimension information from the 'as-built' prints to an ozalid sepia,procured from the ratio. 1) The Contractor shall flush and adjust all sprinkler heads for optimum performance _ Q Owner's Authorized Representative. All work shall be in waterproof India B. Exercise extreme care in excavating and working near existing utilities. The Contractor -- ,f ." and to prevent overspray onto walks,ro:,adways, and buildings as much as possible. ink and applied to the mylar by a technical pen made expressly for use on 3) Except as noted in paragraphs I and 2 of Section 2C,all requirements for non-pressure shall be responsible for damages to utilities which are caused by his operations or neglect. I"==1k1E'._t �..1 m lar material. Such en shall be similar to those manufactured b lateral line piping and fittings shall be the same as for the solvent-weld Check existing utilities drawings for existing utility locations. t �TZ y p y p p g ng 2) If it is determined that adjustments in the irrigation equipment will provide proper Rapidograph,Kueffell a Esser, or Faber Gastell. The dimensions shall be pressure main line pipe and fittings as set forth an Section 2B of these and more adequate coverage,the Contractor shall make such adjustments prior to made so as to be easily readable even on the final controller chart specifications. C. Coordinate installation of sprinkler irrigation materials including pipe,so there &hail be NO planting. Adjustments may also include changes in nozzle sizes and degrees of arc �..t The original mylar 'record drawing' plan shall be submitted to interference with utilities or other construction or difficulty in planting trees,shrubs,and as required. N D. Brass and Pipe Fittings: round covers. q M the Owner's Authorized Representative for approval of prior to fabricating g FThese plans have been reviewed* b the Coachella Water District in the controller chart. 1) Where indicated on the drawin s, use red bras& screwed pipe conforms to Federal 3) Lowering raised sprinkler heads bg the Contractor shall be accomplished within ten accordance with Water Code Title 7y Division 1, Chapter 3, Article 10.8, Section 9 p p D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed (10)des after notification b the Owner's Authorized Representative or Landscape 65597 et seq. requiring efficient landscape and irrigation design in cooperation Specification q W-P-351. before starts work e7n the irri atieon s steam. Architect. y p with the local governing agency (Cityy or County). 5) The Contractor shall dimension from two (2)permanent points of reference, g y Approval of this drawing by CVWD Staff does not constitute approval to budding corners, sidewalk or road intersections,etc., the location of the 2) Fitting s sha e re brass conforming era ll be formity Federal Specification WJJ-P-351. Approval of this drawing by CVWD Staff does not constitute approval to following items: ecca 4) All sprinkler heads shall be set perpendicular to finished grades unless otherwise encroach into district and USBR Rights-of-Way. Trees, plants, walls and 3.02 Preparation permanent structures of any kind may not be planted or installed in CVWD E. Copper Pipe Fittings: designated on the Drawings. and USBR easements or right-of-way without first obtaining an encroochement a. Connection to existing water lines. permit from CVWD. North 1) Pipe: Type K,hard tempered A. Physical Layout: b. Connection to existing electrical power. Date 1) Prior t0 installation,the Contractor shall stake out all pressure supply line*,routing Water Management Supervisor C. Gate valves. 2) Fittings: wrought copper,solder joint type and location of sprinkler heads. d. Routing of sprinkler pressure lines (dimensions max. 100' along 3) Jointscadmi shall solidus at with Iisilver il errs (der, % sliver, 15% copper, Ir0% zinc,249 2) All layout shall be reviewed by the Owner's Authorized Representative prior to Development Services Supervisor Job No. routing). q Installation e. Electric control valves. APPROVED BY: B. Water supply. 99311 - 3 f. Routing of control wiring. i) The irrigattcn system shall be connected to wale supply points)of connection as Sheet No. g. Quick coupling valves. indicated on the Drawings. MARK GREENWOOD 2) Connections shall be made at the approximate location(&)shown on the Drawings. NOTE- CITY ENGINEER on or s resonsible for minor chapes caused b T L-3�'3 Representative. pg y h. Other related equipment as directed by the Owner's Authorized The Ctract i actual site conditions. ALL CIT'I' SPECIFIGATIONS SUPE E RSED THESE R.C.E. 57989 EXP. DATE: 06-30-06 SPECIFICATIONS- DATE of 13 a „x e0 mti z c� Henderson Multipurpose se Building (ZONE#2 _ _-_- -- Palm Desert t City of MAXIMUM ALLOWABLE WATER BUDGET y i o Conver; Conversion sin - -- -__.. -_I -J---- - FTO IETAd S Ft GaUS Ft/Inch ` Gal to Cu.Ft MWA Water Calculation Chart .--_- .� 1 q . ;._ .._...._. ... .. - .. ._ ... ._ Henderson Multipurpose Building -+- ----- - MWA 66.82, x i0.60 x 33,493 ; x 0.62 / 748 1113 CCFI ----- - -- - ---_ i _ ..._ �.. ---- � Maximum Water Allowance Input Zone ESTIMATED WATER REQUIREMENTS Square Footage Calculations uare Total Drip-Shrub,Tree& Ground Cover Areas 94% Tree&Shrub Square foot 3280,: PNDSCq Total Bubbler Shrub Tree& Ground Cover Areas 4%' Sq.-Ft _. Turf Square foot a _.., Total Spray Tuff ( i 0%; 1 S Ft _ -_----- Total Square foot Cobble'Boulder -- -- -- - - - ---- Expires RD `� _ ; Total Waterfeature Square footage 0 Total Rotor-Turf ( 0%° i Ste. Ft. E pi ea March 2�7 Z _. . Total Landscape Square foot 33493 0 Total S ra -Annual Color _ __ 0% Sq Ft, �� _p_ Y- _. w _ - N Total Water Feature (]% S �� _ Zone No. Eto Water Adj. Total Conversion Factors Total Q Signature �a _ Ft _._ ___ __....___- _.____.__ Factor S4 ft. 0.62 748 MWA Total Planted Area T_ 98%i 32,801 ! i S Ft, _�_-- 1 57-01 0.5 0 0.62 748 0 * yJ --� �- -g'--- - -'-- -� 2 66.82 0.5 33493 0.62 748 927.5143 �J \� Total Stone,Cobble,& Mulch° _ �� _ " 2°c%( Sq�Ft. _ a - 3a 75 0.5 0 0.62 748 o qlF Date _ _ -- t ... Total Landscape Area (100/0 100/0 33,493� Sq Ft _ - _ _� 3b 66 0.5 0 0.62 746 o OF CAL ; r- _ _ _ 4 93.9 0.5 0 0.62 748 0 I - STANDARD IRRIGATION COEFFIENCY - - Total Number of plants 3.;:; _.._ L� _....._.._� Numberolplantsby water use %oiTotalLandscape Square Footage L_ ._.._ __-- - �_ .__,- - _.----i 1 Very Low 290 0.325 10652.060 Drip/Bubbler-Shrub&Trees -- - - - Spra Shrub, Ground Cover& Trees 75 I -j I --_ 2 low �381 0.427 13994.604 1 = -- _ T - .. 80 - -I 3 LowlMod 7.�, 0.088 2828.306 p J _ i _--- ` _ J _ 5 Mod I Hi 2 - -_-- -`-- I __- 6 High 0, 0.114 3746.587 �- - - Turf Rotor - - L -_?7 5 4 Mod 1 0.002 73.462 0.000 0,000 7 Low Trees 23 0,026 844.8119 -- _ 8 LOW/Mod Trees 6 0.007 220.387 USAGE CALCULATIONS 9 Mod Trees 6 0.007 220.387 10Mod/Hi Tree 0 0.000 0.000 ETO ' PF(Kc 1 LA //S . Ft I Gal.to S Ft. i Gal.to Cu. Ft. IE EWU t � _..___i..._�.-��r ---.----�• 1 High Trees 5; 0.007 220.387 --- ---i � 1 Total r 893 l ,Very Low Drip-Shrub, Trees& Ground Cover Areas ETper year 66.82 i x 0.1 (�jJ x 10283 x 0.62 I ! 748 I i- 0.90 = 63.28 _.__- Plant/irrigation System Type: Zone Irr Elf. Area SeasonalPlaMFactor. - - -� S rayfBublDri 2 9 76 10652.06 1 Vary Low Shrub --- I _'__ ___ Season Zonal Qo Rant Area Conversion Factors atineted Low Drip-Shrub,Trees& Ground Cover Areas ; - T-} _! - Vaue Factor sq ft 0.62 748 Irri.Bf. Water Use - Spring 14.72 0.1 10652 0.62 748 0.75 17.33 ETper ey ar 66.82 x 0.2 ( x 17375 x 0.62 �/ 748 / 0.90 213.85 j - Sam ar ws o.1 ,oss2 0.62 74a o.7s 47.97 rI-- - s- � � � Tall winter11.35 0.1 10652 0.62 748 0.75 13.36 TOTAL T8.6s l Moderate Drip-Shrub,Trees& Ground Cover Areas ; _ i _..._._._.� _._i F--i ET per year j 66 82 x 0.5 - x 3620 x 0.62 / t --_ 748-- -/-+ 0.90 -- t 111.39� 1 _ Plantllrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Hi h Drip-Shrub Trees&Ground i s ra tSub/Dri 2 �Q.76�*13994.60 2 Lew shrub ound Cover Areas I Season Zonal Be Rant Area Conversion Factors Estirrated Pei P Q w �'-T-- Value Factor sq.ft, 0.62 748 Irri.Bf. Water Use ET per year j 66.82 x 0.8 r_ L x 71 y x 0_62 / 748 / 0.90 ; 3.49� -- -- -- j -- Spring 14.72 0.2 13995 0.62 748 0.75 45.53 -i-__ -- -� _- - �_-_.__l summer 40.75 0.2 13995 0.62 748 0.75 126.05 �T -� i all-Winter11.35 0.2 13995 0.62 748 0.75 35.11 Low Bubbler Shrub,Trees& Ground Cover Areas - ___-_ Fall 2oss9_ _ ET per year ! 66 82 i x 0 2 x �- 1028 i x 0.62 1 748 l 0.90 = 12.65� p _ y. _, . _- . _ - _-- _ _ Y 1 _ __. T -I PIanUlrrigation System Type: Zone Irr.Efl. Area Seasonal Plant Factor: $ (Bub/Drip2 2828.31 Low/Mod S Medium Bubbler-Shrub Trees& Ground Cover Areas Season rayzonalEto Rant Area OConversbnFactors 3 Fstiretedhr _ F+1 �. ET er ear 56.82_f x 0.5 - x 212 ( x ; 0.62 1 748 / 0.90 = - 6.52 Sawa Factor sq ft 0.62 748 9f. Water Use p_._Y _ [� 1 - --- Spring 14.72 0.35 2828.306 0.62 748 0.75 16.10 summer 40.75 0.35 2828.306 os2 748 0.75 44.58 *H�cl h Bubbler Shrub,Trees& Ground Cover Areas C Fat-Winter 11.36 0.35 2828.3os Os2 74a 0.75 12.42 _ - -- --- _ ETper year- 0.00 x 0.7 i x 212 x 0.62 f / 748 I 0.90 I = 0.00 - TOTAL I r Stream Bubbler Annual Color 1 __ Plant/Irrigation System Type: Zone Irr.Eft Area Seasonal Plant Factor: ET per year 66.82 X 0.8 ! X 0 X 0.62 �/ - 748 / 0.90 ~ _ ( 0.00 - SpraylBublDrip 2 y:07b 3746.59 4 Mod Shrub Season Zonal Eto Plant Area Conversion Factors Estimated I i Value Factor sq ft 0.62 748 Irri.Bf. Water Use 1 - �---= - _ Spring 14.72 0.5 3746.59 0,62 748 0.75 30.47 ;Spray-TUri { �j - ! Summer 40.75 0.5 3746.59 0.62 748 0.75 84.36 ET per year l 66.82 x 0.7 ; x 0 x ; 0.62 �/ 748 / 0.75 I - I 0.001 - - Fall-Winter 11.35 0.5 3746.59 0,62 748 0.75 23so - 7 .I - TOTAL 138.34 Rotor-Turf 1 __ _ _ '__ _- � --� 1- _ - - -- -- I _I � I � f � � ! • Plant/Irrigation ation System Type: Zone Irr.Eff. Area SeasonalPlaMFactor: 'b ET er ear 66.82 x 0.7 x 0 x 0.62 r 0.00 -- ° y P p__ y _.__r _ ____.____- I __�___ - _�_ ._� _ _-__ Spray/Bub/Drip2 0:76 T 73A6 6 Mod/High Shrub ed -Water Feature; -�� - -- - - Season Zonal Eto Plant Area Conversion Factors FWaterU i v I T Value for .ft 0.62 748 Irri.Bf. Water Use Fac sq -I _� {- --- - - -j---`-_ - Spring 14.72 0.65 73.46 0,62 748 0.75 0.78 ; x 1.2_ x 0 x i 0.62 / - 748_ / 1.00 _ 0.00 _ Sumner 40.76 0.65 73.46 0.62 748 0.75 2.15 ET er ear _.. Fan-Winter 74s 0.75 0.60 _ __- r , - r 11.35 0.65 73.46 0.62 TOTAL 3.63 TOTAL ESTIMATED ANNUAL WATER REQUIRED I CCF EWU f 411.18� Plantllrrigation System Type: Zone Irr.EfL Area Seasonal Plant Factor: _t�-y -_ - t -�..- S rayfBublDri 2 0 S.:ii� 0.00 6 HighShrub Total Landscape Area 3Z8�11 _ -�--�_! _ Season Zonal Eto Pant Area Conversion Factors Est atetl Value Factor sq,ft. 0.62 748 Irri.Bf. Water UsJ0, N Spring 14.72 0.65 0.00 0.62 748 0.75 L. Surn;rer 40.75 0.65 0.00 0.62 748 0.75 Fall-Winter 11.35 0.65 0.00 0.62 748 0.75 TOTAL O Plant/irrigation System Type: Zone Irr.EH. Area Seasonal Plant Factor: SpraylBublDrip 2 0.76'-7 $44.82 7 Low Tree Season Zonal Eto Plant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 Irri.Bf. Water Use Spring 14.72 0.2 844.819 0,62 748 0.75 2.75 Summer 40.75 0.2 844.819 0.62 748 0.75 7.61 Fall-Water 11.35 0.2 844.819 0.62 748 0.75 2.12 TOTAL 12.48 O T -p PlantllrrigationSystem Type: Zone Irr.riff. Area Seasonal Plant Factor: \ (� N SpraylBublDrip 2 is 0 76 - 220.39 8 Low 1 Mod Tree d Season Zonal Eto Plant Area Conversion Factors Estimted O I cls Value Factor sq.ft. 0.62 748 Irri.Bf. Water Use N spring 14.72 0.35 220.387 0.62 74s 0.75 1.25 Z Q O Q 0' Q Summer 40.75 0.35 220.387 a62 748 0.75 3.47 Fail Writer 11.35 0.35 220.387 0.62 748 0,75 0.97 -- TOTAL 6.70 - Plantllrrigation System Type: Zone Irr.Elf. Area Seasonal Plant Factor: z S ray/BublDrip 2 0 76':j:, 220.39 9 Mod Tree O - _ Season Zonal Eto Plant Area Conversion Factors Estimated t••h Value Factor sq.ft. 0.62 748 kri.Bf. Water Use Y^ ^ Spring 14.72 0.5 220.367 0.62 748 0.75 1.79 � ILreaa� -- summer 40.75 0.5 220.387 0s2 748 0.75 4.96 Fat-Winter 11.35 0.5 220.387 062 748 0.75 1.38 TOTAL 8.14 - _ Plant/irrigation System Type: Zone Irr.Eft Area Seasonal Plant Factor. w� h�'1 Spina Sub/Drip 2 0 7b 220.39 10 High Tree �I ` _ Season Zonal Eto Plant Area Conversion Factors Estinated -- - Value Factor sq.ft. 0.62 748 Irri.Bf. Water Use �� y Spring 14.72 0.8 220.387 o.62 748 0.75 2.87 •(�� Summer 40.75 0.8 220.387 0.62 748 0.75 Z94 ^ -- Fall-Winter 11.35 0.8 220,387 0.62 748 0.75 2.21 - - TOTAL 13.02 U --- Total Tree And Shrub 539.65 Plant/Irrigation System Type: Zone Irr.EN. Area Seasonal Plant Factor: O S ra IBub/Dri 2 0 T6-::� 0 11 Turf r 1 Season Zonal Eta Rant Area Conversion Factors Estimated v Value Factor sq.ft. 0.62 748 Irri.Of. w'ater Use �I spring 14.72 0.76 0 0.62 748 0.75 t�•�1 summer 40.75 0.6 0 0.62 748 0.75 f� Fall-Winter 11.35 0.76 0 0.62 748 0.75 -- - TOTAL 0.00 Total Turf 0.00 (T� �.�I ~ Plantlirri ation System Type: Zone Irr.EM. Area Seasonal Plant Factor: Waterfeature 2 1 0.00 12 Moving Q� Season Zonal Eto Plant Area Conversion Factors Estimated Value Factor sq. osz 74a kri.Bf. water use These plans have been reviewed* by the Coachella Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section Sprig 14.72 1.2 0 0.62 748 1 s 65597 et seq. requiring efficient landscape and irrigation design in cooperation Summer 40.75 1.2 0 062 74a 1 with the local governing agency (City or County). - Fall-Winter 11.35 1.2 0 0-62 748 1 *Approval of this drawing b CVWD Staff does not constitute approval to TOTAL 0.00 Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, walls and - Total waterleature o.00 permanent structures of any kind may not be planted or installed in CVWD ---- and USBR easements or right-of-way without first obtaining on encroachement _. permit from CVWD. North Date Total Estimated Water Use 639.65 Water Management Supervisor Development Services Supervisor Job No. APPROVED BY: 99311 - 3 MARK GREENWOOD Sheet No. CITY ENGINEER L-3e4 R.C.E. 57989 EXP. DATE: 06-30-06 DATE of 13 F �2 0) V ♦ D G �g G B B E B CD C z E C ♦ 19 �1 I T OF R < m F n 36 LB D �PNDSCgpF O �NEPARpS. 9'P ,`v ❑ ❑ Evpires March 2 V 2 Q- 1 � _j ° / i i L� � Q Sigiwlure U �� * 20 10,9TF ode OF CAS\F i i 36 LB 36" LB E-� w 24 F ? o 25 W W a N ■ 26 v 28 O W W w ■ O - a 29 � p,,,,, Q � JO E F� O O O O O Q 27 U Q W .—_--- 26 20 � 0 0 25 0 24 o 23 b 22 oo cn 10 8 o • o s G e 48" LB o • ♦ M 8 ❑ 12' QQQQQ VB D ❑ �J ♦ 48ii LB T CD � p C� � IU�i ® CF ♦ 2 ii B • 0� • � 12 E Q 7� ♦ 12' W 48" LB vs F 4" BOX ..� /f E C' � �'i✓s�� -tir ' / Tet r W These plans have been reviewed* b the Coachella Water District in 1 F \ accordance with Water Code Title y pter " Article 10.8, Section 7, Division 1, Cha (� 65597 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency City or County). `^ -A �, r` *Approval of this drawing by (City Staff does not constitute approval to 0C_ �` Approval of this drawing by CVWD Staff does not constitute approval to C`_ encroach into district and USBR Rights—of—Way. Trees, plants, walls and ,v\• permanent structures of any kind may not be planted or installed in CVWD permit SBR easements or right—of way without first obtaining an encroachement y / North Date Water Management Supervisor f� Development Services Supervisor ❑ �'� Job No. NOTE . •� r. r0 4 B APPROVED BY: 99311 - 3 SEE SHEET L 4 .2 FOR TREE LEGEND AND SIZING SEE SHEET L 6 . 1 FOR TREE DETAILS � MARK GREENWOOD Sheet No. f f !f CITY ENGINEER L4. 1 R.C.E. 57989 EXP. DATE: 06-30-06 DATE of 13 TREE LEGEND OVERALL TREE LE62END 0 �`" TREE5 erC11 ium 'Desert Museum' L .2 # OF Z 0 useum Palo Verde 5YM. NAME 51ZE EMITTERS QTY. TRUNK ---� GDM Gercidium f. 'Desert Museum' 24" Sox low branching 3 O MULTI W a ■ �... Desert Museum Palo Verde 36" Box low branching 24" B G L.L.1 Chilopsis linearis L/M .35 48" Box Iow branching 4 l � Desert Willow �E ea G ® GHL Ghilnpsis iinearis 36" Box 3 3 MULTI ` Desert Willow OTE Oleo tesoto 36" Box 3 3 MULTI Ironwood „ LB + Olneya tesota L 2 PG Prosopis chilensis 24" Box 3 3 51N6LE W `' Desert Ironwood Phoenix Mesquite X, PS Psorothamnus spinosa 24" Box 3 4 51 N6LE o _N24 NDS CAPE s ri r 5moke Tree � ""o«h 2007 �y NF Washingtonia filifera 6� O 51N6LE w J� o ■ r Prosopis chilensis L/M .35 California Fan Palm 8 F .�<iJ � � Q $19fI0�UR L1 �117 1O' �� J � -', _� Phoenix Mesquite 12, 3 P �' _ * q 0 14' O q�F of U K 6� O 1 ■ O Psorothamnus spinosus L .2 r. Smoke Tree t f ALL PALM TRUNK HEIGHTS ARE MEASURED FROM BASE OF TRUNK TO �-fR�4N/HE T. ALL PALM5 ARE TO HAVE THE TRUNK PETIOLES U w ■ Washingtonia filifera N 8 REMAIN and THE 5KIRT5 REMAIN. NO 5KINNIN6 OF PALMS. California Fan Palm w ? zv 36 Box � O wQ � W M ♦ U Q r w ox . �O c9 4' X or. aaaaa 71 rid i�1 o i-1 C Q j V •� 7:1 36 Box \ 0 _ ♦ � pq � T NF. 36 S Bo> 20 � 21 2 • FT o 7,9 • W � 24 B These plans have been reviewed* by the Coachella Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency or or County). *Approval of this drawing byy�CVWD Staff does not constitute approval to Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights—of—Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right—of—way without first obtaining an encroachement permit from CVWD. North Date Water Management Supervisor ® ` Development Services Supervisor ® Job No. NOTE : APPROVED BY: 99311 - 3 SEE ABOVE FOR TREE LEGEND AND S I Z I NCB SEE SHEET L 6 . 1 FOR TREE DETAILS MARK GREENWOOD Sheet No. CITY ENGINEER L4.2 R.C.E. 57989 EXP. DATE: 06-30-06 DATE of 13 20) $ E O E p ® Ca AV�AV F6EGE o o o p ® ® ® EG O z FT NTNT NT O EG EG c 0 NT NT EG Q O EG EG a ♦ \ c - NT O G Q EG O EG EG EG E N _ LFT D (y W - �E ,a T • G EG EG G � - --_- EG ECG - ..`�, BM � �� 0 a EG L1 �117K EG -- - NT N EG 0 • _.. EG N N 0 //,, .. EG 4/ --- D _ O � -__._,�\ `��.,� p EG EG EG EG F M _ EG O EG EG G EG co NT NT. - BM GG EG EG EG EG EG { n EG B MRM o EG \ -� �E ♦ M �\ O ,� EG EG EG EG O EG O E EG EG p EG � �,c \5C� MRM � �� � .. o � E EG EG o. EG EG EG EG, �- - U� EG EG p DS MRM LP5EG n O LPN Cqp o n pE EG EG �� �� c �c EG o Fy PE D56 K �o O w &MRMG J T EG EG Q Expires March 2007 ♦ moo 77r �� M '� _ BM BM �` EG EG w 'JU� a zv ' ^ EG sr G SigimtueNT - T G M�M NT �/� EG �ql Date - — _ y_ EG F C I - � EG CC E NT -- — -- n Nn � : �n � U � EG O �= �E O r -, �'A f U n U (/ U Q EG BM PE NT n EG _ == 0 0 0 0 ♦ - � LP5 NT U� �AA� -- �n '� ��, Q c c �n NT GAA� GA q c� U� EG •� . o �� n U� —�-�----�-- n G BM AA Q gM BMc� BM -_ if (� I �aA F ■ l/�1 U� n O w BM �� BM U 2 5 F5 BM AAA �n EG EG ■ 5 ; r AA g n n� U n � EG aA� W H c g AA j U ` °`�' U v EG EG 2 I �Q 2n A_--z,...L � �G4) Ll 1— � EG 1 . ` U�. GF?+ J �n EG EG E Q 5G O O O O G AA v n; U�n C� EG E U� n � U'` n� Gaa� U EG EG 0 w IV* W o F fin `, ��l�n A� `` _ EG EG •---1 ►-� 0 O nrn , ® J ►—� �� `�` - _ U �qC �A G c EG EG EG 7 —-- 1�v SA O LR P PSIJ � �U _ �_--- G EGX EGG �GE GG O 5J E E O ..o BM BM V LR O O BM U BM � BM EG G EG •�' — p O O LP5 ® 5L D G 5Cs �® EG EG EG o n 5L �i EG (� EG EG EG O EG EG EG EG._.`.�. EG EG EG\ B B . O � piI III 'I ♦ ® B O EG EG o EG EG O EG ,3' EG G EG �G (G EG® 0 OEGEEG G G AA O B RE EG EG EG G EG EAi EG o E PE O B RE o E o EG EG EG EG o AQM O HYE B E I 1� RE EG o EG EGO Z a a a a I a U AW EG EG -.-.--- LFT �' E p ) LP '\ ♦ - A� a N > 0 i/L L F C ® I I Q o L Q CN EG \ ♦ I LFT \ e �G RE ?,I o \ LIFT E R� R� p F - - ` \ O � E R� bJD ♦ \ LP5 A B RE O AQM LP5 RP 5C O E 7 LFT \\\ \ ♦ \ / a am GN LF RP \ � � LFT o FBm o \ CPN '9 RP RE E INERT MATERIALS RP ,( } / \ E•--+ r,, SYM. DESCRIPTIONAW BOUL BEDERS 70 'GRESTA'.SEE GRADING AND BOULDER PLAN,SHEET ®® L-I.1,FOR 51ZE5 AND QUANTITIES ♦ V / \� / / \\ \\ e o DECORATIVE ROCK TO BE SANTA FE SMOOTH GOBBLE 3"-91"VAR.VIA. \ \ These plans have been reviewed* by the Coachella Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section COURSE NATIVE SAND 4"DEPTH TO BE APPROVED BY ` \ \ 65597 et seq. requiring efficientfiscape, and irrigation design in cooperation ♦ �. \ with the local governing agency or Cunty).LANDSCAPE ARCHITECT. / r� \ \ *Approval of this drawing by D Staff does not constitute approval to Approval of this drawing by CVWD Staff does not constitute approval to ALL PLANTER AREAS TO BE'DESERT GOLD' DEcOWOSED ` _ / / \ encroach into district and USBR Rights—of—Way. Trees, plants, walls and GRANITE 05)315"MINU5 WITH 11%FINES MAXIMUM.D6 TO BE �, ♦ \ COMPACTED TO A 2"DEPTH AFTER BEING THOROUGHLY �,_-_�.,\ \~ f \ \ permanent structures of orgy kimd m not be planted or installed in CVWD NETTED AND EITHER ROLLED OR TAMPED. \ / \ \\ permitand BR easements or ri ht—of—wa without first obtainingan encroachement --- \ f; \ \ North CJ \ \ \ \ Date \ \\ Water Management Supervisor 5L \, % \\ \\ Development Services Supervisor Job No. ♦ \ \\ ;\ \\ , APPROVED BY: _ 99311 3 SEE SHEET L-5.2 FOR PLANTING LEGEND ♦ \\\ \\\ ` j \\ � MARK GREENWOOD Sheet No. SEE SHEET L-6.1 FOR PLANTING DETAILS �\ CITY ENGINEER L 5. 1 SEE SHEET L-6.2 FOR PLANTING SPECIFICATIONS R.C.E. 57989 EXP. DATE. 06-30-06 DATE . of 13 PLANT LEGEND a .A LARGE SHRUBS AGAVES m -- `[, INERT MATERIALS "IS: _ 1 SYM. NAME SIZE Ott, COMMENTS SYM. NAME SIZE QTY. GOMhENr5 SYM. DESCRIPTION GN 0099kr remophylla 5901. T AA Agave amerlcan 5 gal. 43 0 Desert Casslo Century Plant ® BOULDERS TO BE'CRESTA'.SEE GRADING AND BOULDER PLAN,SHEET CPH Cossla phyllodlneo 5 gal. 8 AAV Agave anerican va^.mtrginato 5 gal. b ® LAI,FOR SIZES AND QUANTITIES 1 i 1 Silvery Gassla Vermoly k�ated Gentu^y Platt Z {•V WEHptls el 5 gal. AW a Desert Lavender Pascal Centro lorata 5 1 l5 e o�'e o 3"$DECORATIVE ROCK 70 BE SANTA FE SMOOTH GOBBLE "VAR.DIA. oe AHV Agave C� horaMktna 5901. 2 O\ � Harvad Agave o COURSE NATIVE SAND 4"DEPTH TO BE APPROVED BY Agave ' \\ \ MEDIUM SHRUBS AYReen Victoria A� 5 gal 35 LANDSCAPE ARCHITECT. W a n� - \ ALL PLANTER AREAS TO BE'DESERT GOLD' DECOMPOSED p r ^� C'r -- SYM. NAME SIZE Q1Y. COMMENTS AV Agave vilmorinlan 5 gal.. octopus GRANITE DG)3 8f MINUS WITH II%FINES MAXI DG TO BE AGM r K.. lFr /_ ti ~�a.— ■ `� AGM AnlsocantMh quad^Vida Mexican Flame'5 gal. 13 AN Agave meberl IS gal. 9 COMPACTED TO A 2"DEPTH AFTER BEING THOROUGHLY a Flare Anrsacanthus Webber Agave WETTED AND EITHER ROLLED OR TAMPED. � E DF5 Dolea froscene 51errA Naga 5 gal. 5 <a Black D COURSE ANGULAR GOBBLE TO 3"-6"GRE57A / GG Gal ly 2 OR EQUAL APPROVED BY LANDSCAPE ARCHITECT. — orn ga ACCENTS kandra ca ka 5 I SYM. NAME SIZE QTY. COMMENTS LFG Lawo^llun fruteecens Y,reen Cloud' 5 cpl. b LIFT Green Cloud llum frutesc Cloud IS AP Gaesa Inks Itherclma 5 ern'itutder 5 gal p \ - �/:T TYurtder Gkwd Texas Rcaiger �}'� C Red Bird of Paradise 5 gal // j ---- LLR Lew,"l faugsu»ki,'Rio Bravo' 5 gal. 15 { }ON Mahlon wheelerl 5901. 45 Texas Desert Spoon fi C /b AI hr = UPS LeucopNllum prvino"Sierra Bovgwt 5 9a I. 13 /r ,Y � EG chra � cactus II 5 gal. 249 ---(j-._ Sierra Bouquet Togas Ranger Golden Barrel Cactus RE Coral F untainaqvil tlFormb 5 gal. 12 ® FW FerocactusCactus Wbllzenil 5 gal. 3 �PNDSCq/o ��Fountain o F5 1 43 Barrel Cactus F _---- ■ ___--- '� SMALL SHRUBS Fouqulerla splendern 5 gal. Fxppr"Mam OOj V �y --- SYM. NAME SIZE Qtt. COM' E 2 %t 41 o rn OBI Opuntla bigalovn 5 gal. 3 w J C7 BM Bal"rrultr ta adla 1901. 51 Teddjbeor Gholla \� J— RP Ruellla penNnul rn 5 gal. 8 O PE Penstwon eatonl 5 gal. 26 *Desert Marigold Sigsoture \O) L � 17 �..., �� \,\ ' Desert Arellia Firecracker Penstemon \ ,I �� ■ HRM M lertbergia capIll rn'Regal Mist' 5 gal. II O PSU Penstemon superim 5 gal. 4Regal Mist Coral Pereteman NT Nowlle terrnma ss ]gal. 25 C dF CAS\`O Mexican Feather 6ra9e SG 5oNka geggn 5901. 41 Autum Sage SL Salvia Leucantha 5 gal. e -� Mexican Bush Sage ■ SEE SHEET L -&J FOR FL,4NTINC; DETAILS > SEE SHEET L -&.2 FOR fi L)4NTING SF'EGIFIG,4TIONS � Q N C, �r W i ■ � ' f f N ; L` 0 o i GP o • M i GG 0 ♦ ��® a l VA \I 2. vL� 0. / � A � ♦ � o� r1 L � / GVA ,� \ ` At '� ♦ O ��,.� � �\ Goa ® AAA � ♦ M o These plans have been reviewed# by the Coachella Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient,la landscape anirrigation design in cooperation with the local governing agency Cit or County). (� p *Approval of this drawing byy� V D Staff does not constitute approval to Approval of this drawing by CV1hID Staff does not constitute approval to encroach into district and USBR Rights—of—Way. Trees, plants, walls and o permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right—al—way without first obtaining in encroachement permit from CvwD. North Date Water Management Supervisor Development Services Supervisor ® Job No. APPROVED BY: 99311 - 3 MARK GREENWOOD Sheet No. / CITY ENGINEER L 5.2 R.C.E. 57989 EXP. DATE: 06-30-06 DATE of 13 BOULDER NOTES Z� 1. Boulders are specified in tons, with a cubic yard being equal to 1.7 4cD tons. Y WIRE 51ZE5 DEADMAN DETAIL o GU m 2. Installer is to be responsible to prevent any severe chipping or BOX 51ZE WIRE 5IZE damage to boulders during the placement process. GUY WIRE 0 3. Boulders are to be placed using cables from a Loader Boom or a 20" #I4 2x2x18"RDWv \ Boulder Placement Boom. 24"-36" #12 STAKES 4. Installer is to pay particular attention to how boulder is lifted to 36^-48" #10 z allow boulder to be spun in order to set boulder in its most desirable 4e"a OVER #10 2x430"ROM. position. 5. Boulder is to ultimately be set to a minimum of 1/2 buried (See Detail). TREE GUYING NOTE: co 6. All cavities and voids near the bottom of the boulder are to be rdr set below finish grade. •IN TURF AREAS LEAVE A AREA w a 7 g APPROX.4'AWAY FROM BASE - IN ALL DIRECTIONS F NT PIT m 'INSTALL GINS o TAUT TO N N DEFORMATI e a LIMBS. •ALL WING TO BE PER THE TION OF THE LANDSCAPE NOTES: —PALM TREE TRUNK ITECT.CONTRACTOR TO PER EACH IN TURF AREAS LEAVE A BARE AREA `~� 6WING AT TIME OF BID PRICING. APPROX.4"AWAY FROM TREE BASE I r r IN ALL DIRECTIONS DEPRESSED WATERING BA51N OCOTILLO REMOVE FROM TURF AREAS FINISH GRADE; BACK OF BOULDER ON �— V #IF NECESSARY PIPE MAY BE DURIN6 FIN15H 6RADIN6. UPHILL SIDE SHALL BE COMPLETELY ` NEW RUBBER H05E OVER LP Ap CONNECTED TO A COMMON ROOTBALL IN SHRUB AREAS COVERED DEPRESSED WATERING BASIN WIRE a POINT OF CONTACT. EPARO 9 DRAIN OR EXTENDED DOWN INTO SHOULD BE PLANTED EXPO51NG REMOVE FROM TURF AREAS NDSC DURING FIN15H GRADING. AN AUGERED HOLE I"t ABOVE GRADE. IIIII O -DOUBLE STRAND ALL DESERT PLANTS TO BE BAGKFILLED _ I warn morn zvu7'i' y ROOTBALL IN SHRUB AREAS GALVENIZED WIRE GUY5 N $ ` IIIIII SHOULD 13E PLANTED EXP051N6 SPACED EQ.AROUND TREE #WITH NATIVE SOIL ONLY / FINISH GRADE II I°t ABOVE GRADE. COVER W/J2"N PVC. 2 / III IIII — —_ =IIIII=IIIII PIPE,HOSE OR TUBING w X o 3'LONG. — —IIIIII— ALL CAVITIES AND VOIDS Q Sgn"ma IIIIII= II= \ \` ` FIN15H GRADE * V IIIIII=IIIIII= IIIIII IIIIII= ARE TO BURIED PLANT AT SAME HEIGHT AS IT WAS IN nELD OR IN x �_— IIIIII = SLOPED GRADE — �/ % NURSERY NO DEEPER DR SHALLOWER IIIIII= ROOTBALL =_IIIII —III 2x4x30"RDWD.DEADMAN 9jF FO�� UNDISTURBED SOIL I GUT CHANNEL FOR WIRE FINISH GRADE OF CA�� IIIIII �\��\. IIII Ilflll— � I�IIII —III SET ROOTBALL ON — =I =I s I =I I= __III _w -IIIIII=—=IIIIII=I I_IHu_ UNDISTURBED SOIL IIIII_III II= _IIIIII =IIIIII=IIIIII BAGKFILL TO BE IIIIII=IIIIII =I =IIIIII IIIIII=IIIIII =IIII _ 1=1IIIII TIVE SOIL ONLY APPROX. 3 x ROOTBALLO 5IIIIII5III�I II-IIIIII-IIIII QpII APPROX.3X ROOTBALL LEVEL GRADE \-I SET TREE ON UNDI D NOTE: NATIVE 501L BAGKFILL WITH 100% BOULDERS IN CLUSTERS ARE NATIVE SOIL. TO BE SET AT VARIED HEIGHTS W �AL1l TREE FLANTING DETAIL BOULDER DETAIL OCOTILLO PLANTING A NATIVE TfREE FLANTING 4 GUYING G SCALE: NITS SCALE: N.T.S. SCALE: NONE SCALE: N.T.S. GOLDEN BARREL CACTUS I—� w �✓ W ROOT ZONE O NATIVE SOIL BACKFILL FTC o SET MATERIAL ON TREE STAKING NOTE:(ONLY IF NEEDED) UNDISTURBED SOIL 6 IN TURF AREAS LEAVE A BARE AREA APPROX.6"AWAY FROM TREE BASE UNDISTURBED SOIL IN ALL DIRECTIONS FOR PLANT PIT I"" 0 ALL TREE STAKING TO BE PER THE Q DIscxEnON OF THE CITYS ALM40RIZED ` REPRESENTATIVE.CONTRACTOR TO r T, PROVIDE A UNIT COST PER EACH STAKE AT TIME OF BID PRICING. CINCH TIE-5(2 EACH)DO NOT w OVER TIGHTEN,ALLOW TREE TO MOVE SOMEWHAT TO BUILD CALIPER. N_ MEDIAN ISLAND CURB 2"� LODGE POLE PINE SWALE BOTTOM TO BE 211 COMPASS BARREL CACTUS TREE STAKE(2 EACH) DEPRESSED WATERING BA51N y BELOW TOP OF CURB. REMOVE FROM TURF AREAS cl DURING FIN15H GRADIN(5. d ROOTBALL IN 5HRUB AREAS FINISH GRADE OF ItAB�6 ADD EXPOSING PLANTING AREA ROOT ZONE FINISH GRADE NATIVE SOIL BAGKFILLTo BE - \//\//\//\� SET MATERIAL ON ( — = NATIVE BACKFIL SOIL ONLY IIIII IIIIII_ Illlfl m= o UNDISTURBED SOIL =_IIIIII =_IIIII \' \\\\\\% \\%\\% \\ \\\/ IIIIII= IIIIII= UNDISTURBED SOIL IIIIII IIIIII=IIIII�IIIII—_ I —I _I II=I 1=IIIIII= :' ' .� : � � �, IIIIII_IIIII�IIIIII IIIII IIII-IIIII _IIIII�IIIIII �" WIDF -IIII11 aQQQQ APPROX. 3 x ROOTBALL � SET TREE ON UNDISTURBED NATIVE 501L Cn SWALE DETAIL BARREL CACTU5 PLANTING TREE PLANTING W/ DOUBLE 5T,4<ING Q � � SCALE: N.T.S. SCALE: NTS SCALE: N.T.S. o � 0 ca Lit \ ccz J R. V) Q O cr- Q DETAIL DELETED PER THE REQUEST OF THE CITY OF PALM DESERT. CITY OF PALM DESERT ASSUMES RESPONSIBILITY FOR ANY DAMAGE CAUSED BY ROOTS OF TREES OR PALMS. ROOT BARRIER NOTE: O ROOT BARRIERS SHALL BE INSTALLED UNDER THE DIRECTION OF THE CITY OF SLOPE;BACKSIDE OF BOULDERS ON UPHILL 51DE PALM DESERT. ��II OF SLOPE SHALL BE BURIED INTO SLOPE. BOULDER GLU5TER/OUT-GROPPIN6 BOULDERS SHALL BE 112 BURIED DEPRESSED HATERINS 5IN A INTO SLOPE. TO REMAIN DURING PLANT Li ESTABLISHMENT PERIOD. ROOTBALL SHOULD BE PLANTED 50 A5 TO EXP05E NOTE: I"t ABOVE GRADE. 1� o OUEE ALMS TO RECEIVE ROOT BAGKFILL MIX PER SPECS. ^ 4 a R 1L o 9A ERS ONLY WHEN ON TWO OR MORESIDES AND OBSTRUCTIONS -ALL DESERT PLANTS TO BE BAGKFILLED III-'�111 PALM SATE A 5' WIDE PLANTER OR LESS. ` r `^� WITH NATIVE SOIL ONLY �..� ° w FIN15H GRADE e o° DEEPROOT LB 16-2 LINEAR ROOT =IIIIII—IIIIII IIIIIhIIIIII= BARRIER, 18" DEEP x 24" LONG III- =IIIIII W 7� �..) SEGMENTS INSTALLED PER =IIIIII IIIIII= MANUFACTURERS SPECS. 10 L.F. IIIIII— =_IIIIII A a „ PER PALM TREE. ill11 _ _ IIIIII These plans have been revieweld* by the Coachella Water District in 0111 I11f1i=IIIIII II = accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section a ° 4 ° a - 65597 et seq. requiring efficient landscape and irrigation design in cooperation ° ° a SET PLANT ON UNDISTURBED with the local governing agency (City or County). ° 1 I 3x ROOTBALL NATIVE SOIL *Approval of this drawing CVWD Staff does not constitute approval to A a DE OOT LB 18-2 LINEAR ROOT Approval of this drawing by C WD Staff does not constitute approval to BAR 18" DEEP x 24" LONG encroach into district and USBR Rights-of-Way. Trees, plants, walls and SEGME S INSTALLED PER permanent structures of any kind may not be planted or installed in CVWD a a a ° " T o MANUFA RER . NOTE:S SPECS and USBR easements or right-of-way without first obtaining an encroachement I permit from CVWD. North -UNTANGLE MATTED ROOTS BY L005ENIN6 ALL ROOTS 6 EDGE Date Q ° ^ OF ROOT BALL wl WATER FROM Water Management Supervisor HOE.DO NOT CRACK ROOTBALL. 4 a DECOMPOSED GRANITE I Development Services Supervisor ` °a a a PER SPECIFICATIONS. Job No. a OR LESS APPROVED BY: 9931 1 — 3 CONCRETE WALK, BUILDING WALL, GARDEN WALL, CURB, OR OTHER NARDSCAPE FEATURE T BOULDER DETAIL at MOUNDS � FROOT 5ARRIER � N�4TIYE SNi�UB fi�L4NTINCH MARK GREENWOOD Sheet No. _ V j SCALE: NTS SCALE: NONE SCALE: N.T.S. CITY ENGINEER T L L• 1 1 R.C.E. 57989 EXP. DATE: 06-30-06 DATE of 13 GENERAL NOTES 1.01 SPECIAL CONDITIONS 3.03 PRODUCT DELIVERY,STORAGI AND HANDLING IL .x A. Permits and Surveys A. Preparation D. Staking and Guying 4.08 PROTItiCTION OF PROJECT O , i, m n The Landscape Contractor shall establish all lot r In I. Balled and Burlapped(B 4 B)Plants: Dig and prepare shipment according to I. Trees shall be able to stand upright without support,and shall return to the vertical A. Do not store materials or equipment,permit burning,or operate or park equipment under �w cp lines and restrictions. All other lines, the accepted Industry standards and in a manner that will not damage roots, after their t have been deflected horizontal) and released. Immediately stake trees the branches of existing plants to remain. grades and levels shall also be established by the Landscape Contractor and he shall verify branches,she e,short and to term health,and future devel ment. Size of y y 0 all dimensions,Imes and grades Indicated on the draHin . The Landsca e Contractor P op which do not meet this qualification,as well as plants that are subject to breakage as a 9r P rootball shall be as defined in the American Standard for Nursery Stock(American result of adverse conditions.Stoking shall be directed the Owner's Authrtzed Representative. B. Provide barricades,fences or other barriers as necessary at the drip line to protect existing shall furnish all surveys. Permits and licenses required or execution of the Association of Nurserymen;latest edition). B d B plants may only be used If g P plants to remain From damage during construction. work shall be procured and paid for by the Landscape Contractor. The Landscape Contractor specified in the Contract Documents or if authorized In wittin Owner's shall the all notices,call for Ins ecttans and comply with all laws and P g 2. Trees shall remain plumb and straight from Installation throughout the maintenance and s' Z ordinances all notices, on the work.P �y Authorized Representative. warranty period. C. Protect pavement and other hard surfaces from staining by equipment or chemicals during 0 bearing storage and application.Take special care of newly installed hardscope surfaces on project 2. Container Grown Plants. Deliver plants In container sufficiently rigid to hold 3. Refer to standard details for staking and guying requirements. site.Any stains or damage caused by landscape contractor will be restored to like new condition _ bail shape and protect root more. site.Any stains or damage by landscape contractor at no additional cost to owner. U) M 1.02 GENERAL CONDITIONS 9 4. Staking Mock-up: Prior to proceeding with staking,prepare for approval by the D. The Landscape Contractor shall carefully and continously protect and maintain all areas included In , uu a< A. General 3. Pre-Delivery Inspection: Notify Owner's Represenntatve minimum of two Owner's Representative one sample of each type of staking to be used on the project. the contract,Including lawn areas,plant materials,etc.until final acceptance of the work 2 o weeks prior to shipping to allow for Pre-Delivery inspection of plant materials at These mock-ups will represent the standard that staking will be compared to. The by Owner's Representative. I. The terms and definitions stated in these General Conditions shall apply the nursery. City will have his employees become thoroughly familiar with the mock-up prior to � to all sections of the specifications as set forth fully therein. general staking operations. E. The maintenance Foreman on the job shall be a competent English speaking supervisor, N° B. Delivery experienced in landscape maintenance and capable of discussing matters on the job site. I"a 2. The Indications on the drawings or the requiremennts of the specifications and listings shall be as binding as thought shown and/or required by I. Protect B d B root balls during shipping by proper handling techniques; F. Workman shall present a neat appearance at all times and shall conduct all work both. cracked or crumbling rootballs will be rejected. Protect at the site by maintaining a operations and dealings with the public in a courteous manner. Workman shall be fully thoroughly moist rootball;heel In with sawdust(or comparable material)If not clothed at all times. 3. All part of the work specified herein and/or Indic ated on the plans,may planted within 24 hours of delivery. Maintain rootball In a moist condition and do be completed by separate Sub-contractors and it shall be the responsibility not allow to dry out. G. Inspection of each Sub-contractor to determine the effect of their work upon the 4.04 PLANTING OPERATIONS-PALMS work of others. The Landscape Contractor,however,is to coordinate 2. Notify Owner's Representative of delivery schedule a minimum of 48 hours in A final Inspection and/or preliminary walk shall be called at the end of planting operations the various trades under his Jurisdiction. advance so plant material can be Inspected prior to unloading from trucks. A. The Landscape Contractor Is responsible for climatizhg palm material that is not grown period for the purpose of determining compliance with plan and specification Intent,workmanship within the Coachella Valley. IF palms purchased outside the Coachella Valley are adversely and clean-up. Owner's Representatives shall receive written verification of Inspection 4. The Landscape Contractor shall perform all work In accordance with all 3. Remove rejected material immediately from site.Landscape Contractor to affected by weather conditions,It then becomes the responsibility of the Landscape Contractor dates,any corrections required to work and limits of inspected area before acceptance of applicable builds requirements and ordinances even though such notify nursery of rejected material a no cost to owner. for replacement at no extra cost.Palm material listed ma or may not have been approved corrective work.When all concerned pestles are In agreement that the work Is complete, `pNDSCgp requirements are of specifically mentioned herein. Any work in by the Agricultural Commissioner's office.See section 3.0�for additional information. then the bo day period maintenance shall begin. conflict with such requirements shall be brought to the attention of the Owners 4. Do not lift,move,adjust to plumb,or otherwise manipulate plants by trunk or ���' N���p,q� Representative by the Landscape Contractor and the Landscape Contractor shall not stems. (See section 4.64 in this Section For special handling directions For B. Arrange delivery time so minimum amount of time elapses between delivery to site and Ex'rms March 2m7 2�� proceed with such work without the written approval of the owner. polms)• Installation(maximum of 2 days).Use necessary precautions to protect the palms from 4u o r*1 weather or other conditions that would damage or impair vigor.Grown and rootballs CO � N n should be protected from sun and reflected heat;avoid storing on paved surfaces. CORAL MAINTENANCE PROCEDURES 4 sigwtue A B. Definitions Gam-PLANTING PROCM111 ES Covering material,such as clan%shade cloth or burlap,should permit air movement.Do not it V * use plastic or rubberized tarpaulins.Water rootballs lightly as required during hot 1. Landscape Contractor shall mean the Landscape Contractor or his Sub-contractors,or his weather.If palms are stored on the ground,cover rootballs with onslte,native soil.Do 5.01 MAINTENANCE PERIOD `)'j- Supplier performing work for the owner. 4.01 PLANT STANDARDS not stack palms.Freshly collected palms that have browned-out fronds and/or blemished 9- ate O� 2. Work shall mean all labor,material,equipment,services,permits and A. Use the following publications for qualifying plant material acceptable for Installation: trunks will not be accepted. OF CA��F licenses,necessary to furnish and/or Install in place call materials, C. Measure and record brown trunk height on a tag Firmly attached to each tree. These A. Landscape Contractor shall adhere to the following maintenance specifications during the equipment and/or appliances specified in an one sertion and/or shown I. "American Standard for Nursery Stock Edition approved IgQb edition by American to are to remain on the tree until approved the Owner's Representative to remove established period. Plant maintenance work shall consist of application of water, on the plans and/orspecificat ons. y National Standards Institute,Inc.(Z60.1) Plant materials. them wee ding,carin for,edging and mowing of lawns and perfuming the following Final plant establishment work. 3. Furnish shall mean to purchase and deliver as directed by the Owner's representative, 2. "Hortus Third", 1416;Cornell University plant nomenclature. all materials,equipment,or appliances specified in any one section I. The entire project is to be maintained for a period of approximately(10and/or shown on the plans and/or specifications. 3. Arizona Nursery Association Grower's committee "Recommended Average calendar days,commencing from Owner's Representative Preliminary Walk. Specifications", 1991 revised edition,Arizona Nursery Association. 4. Install shall mean all labor,material,equipment,services necessary to 4 ISA Specifications set In place,correct,hook-up and/or make ready for .operation all 2. During the maintenance period,all plants and planted areas shall be materials,equipment and/or appliances furnished the Landscape Contractor E. Rootbails conforming to landscape Industry standard size and capable of supporting kept well watered and free of weeds and trash at all times. PP d! � 5. "Horticopia Illustrated pruning and planting,2002'wwwhorticopia.com P and/or by others. trees without additional bracing;free of noxious or Invasive weeds. 6. "Illustrated gulde to pruning,second edition",E.F.Gilman,2002 Delmar publishers Albany W 5. Construction site shall mean the site as indicated n by plans and specifications. N.Y.g41.342.0153 m Landscape Contractor shall be responsible for disease and pest control during the maintenance period and a record of pesticides used shall be furnished to /� W > � 1. Guideline Specifications for Nursery Tree Quality,for Information contact,Brian Kempf at the Owner's Representative. h+� Urban Tree Foundation,(55q)113-0631 or Arborlst News Volume 12,No.2,April 2003. F. Segregate palms by height as they are delivered to the site. W 4. Landscape Contractor shall be responsible for the replacing of any dead or damaged plant GENERAL VOW PROCEDURES natuerialwh then caused beydane tat Lion traffic, fc users of the site' amine ities and/or � . ^ N G. Do not bind or lift palms with rope,wire or chains,use only nylon or fabric sling/strops expense. Fri � B. Plants shall be.nursery grown in accordance with good horticultural a minimum of 4"wide. Scarring caused by Inappropriate handling and judged T I") 2.01 SOILS practices under climatic conditions similar to those of project for at least two years unless unacceptable by the Ci 's Authorized Representative will cause rejection of the palms. 5. Landscape Contractor shall raise or lower Irrigation heads to proper level and shall ^ �•/ specifically noted otherwise. Replacement will tx at he expense of the Landscape Contractor.Plant palms so as adjust heads as needed for full coverage. H �.t � l A. Stockpiled Native Soil Replacement top of finish grade is no higher than to of root ball. L V H 6. If and when decomposed granite has been Installed,the Landscape Contractor shall H. Prepare proper size plant !t and test for drat as described eviousl a^P gr P I. Stockpiles of native soil may be available an-site coordinate with owners representative. G. Plants shall be sound,heavy and vigorous,well branched and densely foliated when in leaf. ep P pe P p Wage previously. and will maintain the proper specified depths and raked appearance at all times during Soils for general mounding are classified as "2 Inch minus". They shall be free of disease,Insect pests,eggs or larvae,and shall have healthy,well the maintenance period.Whether the deterioration of the decomposed granite is caused W , i �" See Contract Documents for availability. developed root systems. They shall be free from physical d an damage or adverse conditions 1. BackhIlIng: Tamp moistened sand backfiil at bottom of hole to compact. Insert tree by construction traffic,users of the site's ammenittes and/or natural causes;the 11.� � P. that would prevent thriving growth. Soil in the containers shall be free of disease and and backfill palm pit with clean native sand as shown on the Drawings. Landscape Contractor shall repair these areas at no extra cost to the Owner. 4T 2. Composition 3/8 Inch minus: Fertile,friable,well-drolned soil of uniform pathogens and fire ants. Gontiuuusiy adjust palm to ensure a plumb and securely planted condition. Solidly F+-I duality;free of material larger than 3/8"diameter,sticks,plaster,concrete,otis, compact sand around the upper ball and portion of burled trunk while backflllIng. Jet F� ^ r� chemicals,and other deleterious materials. seal backfill as required to remove air pockets. Leave basin around each tree unless 1• During the q0 day maintenance period,there shall be a series of site visits done by the ^ {-i 4+ D. Plants shall be true to species and variety and shall conform to measurements specified, otherwise directed by Landscape Architect. Coordinate Installation of Irrigation system, Owner's Representative.During this time,written punchltsts and field reports shall 3. Composition 2 inch minus: Fertile,friable,well-drained soil of uniform quality; except that plants large'than specified may be used if approved by Owners Representative. etc.,with planting operation. be done and given to the Owner. W free of material larger that 2"diameter,sticks,plaster,concrete,olis,chemicals, Use of such plants shall not increase Contract price. IF larger plants are approved,the ball l O 0i and other deleterious materials. of earth shall by increased In proportion to the size of the plant. Plants shall be measured 8. Prior to the conclusion and turn-over of the Landscape Installation Contract,the O F 4 4. when branches are in their normal position. Height and spread dimensions specified refer J. Water immediately and continuously as required to ensure optimum soil moisture Landscape Contractor shall provide to the Owner As-built Drawings.Mylars or reproducibles � l 4. Analysts: Landscape Contractor to conduct a soil test analysts from a consultant to main body of plant and not branch to tip. Caliper measurement shall be taken at a point levels. Soil moisture levels below grade to be checked regularly with soil probe or other for this exercise shall be obtained through the Landscape Architect, W Q h� approved by the agency to obtain agricultural suitability and chemical analysts of the on the trunk b"above natural ground line. For trees over 4"in caliper,this measurement approved method.Charts below are for reference >...,l ` � proposed soil before Installing any plant material.Cost of testing w111 be paid for should be taken from a point 12"above the natural ground line. If a range of size Is given, 1. The following chart shall be used for Phoenix dactylifera watering requirements: J by the Landscape Contractor.. no plant shall be less than the minknum range of size and not less that 40%of the plants Jail 40-50 lions r 9. All Irri tlan filters shall be checked an per the discretion of the Owner's d cleaned shall be as large as the maxirmum size specified. The measurements specified are the gar pe gar P W I a Analysis to include: minimum size acceptable and are the measurements after pruning,rdnere pruning is February 50-60 gallon Authorized Representative.per day p required.Plants not confaming to the requirements specified will be considered defective. March 60-10 gallons per day ~ n � a. Element Analysis: Nitrate Nitrogen,Phosphorus,Potassium,Calcium, Such plants,whether In place or not,w111 be marked a5 rejected and shalt be Immediately April bO-10 gallon per per day v r��1 Magnesium,Sulfur,Sodium,Zinc,Iron,Copper,Manganese,Boron,free removed from the premises. These will be replaced with new acceptable plants. May 10-80 gallons per day 5.02 GUARANTEES lime. b. Other: pH factor,%base saturation,electrical conductivity,mechanical E. Special care shall be taken to Insure that plants In containers watered to ensure entire -tonne 40-100 gallons per day A. The Landscape Gontractor shall guarantee all shrubs and accent plants for a period of q0 days, analysts,%of organic content,cation exchange capacity(C.E.C). rootbolis are moist.Water for soil preparation,planting and irrigation will be furnished by owner. July 100-110 gallons per day trees and palms fa•a period of one 1()year,after Final inspection and acceptance by the Owner's Representative. August 100-110 gallons per day Landscape Contractor shall take appropriate action when any tree appears to be in stress. c. Recommendations: Type and quantity of additives required to establish F. Under no conditions will there be any substitution of plaits or sizes for those listed an the September 100-110 gallons per day This action is to Include soil and tissues samples to determine the nature of the problem. satisfactory pH factor and supply of nutrients to bring topsoil to accompanying plons,except with the express written consent of the Owners Representative. October 40-I00 gallons per day satisfactory level For planting. November 65-15 gallon per day G. Container stock shalt have grown in the containers In which delivered for at least six December 45-55 gallons per day B. The Landscape Contractor shall,within ten(10)days of written notification by the Owner's authorized months,but not over two years. Samples must prove no rootbound condition exist. representative remove and replace all guaranteed plant material which for any reason fails to meet Container plants that have cracked or broken balls of earth when taken from container shall not 2. The following chart shall be used for the Washingtonta ftlffero watering requirements Immediately the requirements of the guarantee. Replacement shall be made with plant materials originally be planted except upon special approval by Owners Representative. after installation.This shall be applied during a 4-6 week establishment period: specified and shall meet original guarantees.Any substitution shall only be done through written January 50-60 gallons per day authorization fron the Owner's Representative. - - B. Imported Soil H. Field dug plants may be used only If specifically approved 1n writing by the Owner's Cq h 5 February 0D- 0 gallon per day Cq Representative prior to ordering. Unless otherwise authorized,field dug plants will be -6 0 I. Composition: To match or exceed in quality the 3/6"minus native soil,as harvested with a two step method,In which the four sides are cut and box sides installed Marc gallons Per day determined by analysts described. Submit test results to owner for a minimum of four(4)months during the growth season prior to digging and boxing April 60-10 gallons per day and Landscape Architect prior to ordering material. the bottom. May eO-yo gallons per day City Of Palm Desert Landscape Inspection Schedule 2. Sam le: Deliver one half cubic foot le of proposed Import soil to the June 110-120 gallon per day p sample Pr aP mpor I. Plants shall not be pruned before delivery. Jul 120-150 Mons r Owner for approval. Owner reserves the right to reject soil delivered y per to the site that does not meet the approved test results and/or the Specifications. August 120-150 gallons per day I) 51eevin g /6radin g September 110-120 gallons per day a. Sleeve diameter, type, depth and location = G. Soil Conditioning 4.02 PREPLANTING October 40-100 gallons per day b. 5oil surface drainage, elevations and trash (including weeds B rubble) 2 A. 51te Preparation November 10-80 gallon per day "' I. Deliver products In manufacturer's standard pack4ging. When buck materials are December 50-60 gallon per day 2) Hgrdscape / Boulders - Gobble � made,provide Owner's Representative with Bill of LQdtng for each delivery. Transport I. Examine subgrode and verify condition under which work will be performed. Notify I o. Sidewalk and wall layout organic amendments directly from the source to the Staging area and stockpile as directed Owner's Representative If there is a discrepancy between site conditions and Contract 3. The following chart shall be used for the Washingtaita fllifero watering requirements after by the Owner. Documents. the 4-6 week establishment period.This change will only occur with a written authorization from b. Utilities location 2. Store products to protect them from damage and contamination and comply with 2. Do not begin soil preparation and planting until all work such as header Installation, the City's Authorized Representative. c. Boulder type, size, weight and placement o a I Q a I aQ January20-30 Ilan des manufacturer's storage instructions. walks,paving,concrete work,electrical except for fixture location,fencing except9a' per y 3) Irrigation System Rough - In where access is necessary,drainage work,gas Itne installation,irrigation work,and February 20-30 gallons per day 3. Coordinate work with other site work. any other work required under plans and specifications around planting areas is March 20-30 gallon per day a. Trench depth and location completed and approved. Specimen trees twenty(24) Inch,and lager box sizes or April 30-40 gallon per day b. Pipe size and class 4. Inspect Job For conditions which would prevent execution of this work as specified. palm trees are exempt from this rule where access might be restricted by construction Do not proceed until such conditions are corrected. phases of landscaping or building. All plants and plantinng shall be continually May 30-40 gallons per day c. Pressure test (125 psl for 6 hours) maintained the Landscape Contractor. June 50-60 Ilan er 5. Trucks and vehicles shall not be permitted to � q' gar P 4) Plant Material (trees & shrubs) p Paris over curbs,paving,etc.,unless bo-l0 gallon per day adequately protected against damage and approved by the Owner's Representative to proceed. 4. Soil Preparation: Do not commence planting work prior to completion and acceptance July a. Condition cc .- pa n August 60-10 gallons per day O -C of soil preparation. b. T � = v 6. Owner's Representative reserves the right to take and analyze sample of materials for September 50-60 gallons per day Type- d. r- o conformity to specifications at any time. Furnish samples upon request by Landscape 5. irrigation, Do not commence planting work prior to installation and acceptance of October 40-50 gallons per day c. Placement 3 Architect. Irrigation system,unless approved In writing by Owner's Representative. November 30-40 alien per `� - R g p day 5) Ground Cover (decomposed granite) U Q Ca -'r p �- 1. Rejected material shall be reviewed by the owner and at that time a decision will be made 6. Weed before and duringpreliminary ads and finish grading. All weed and grosses December 20-30 gallons per day � Z C� o Q af Q on the removal process. Pr y grading gr g g a. Type tx' shall be dug out by the roots and removed from site. Site shall be maintained and remain b. Depth and spacing weed free until turnover to the Owner's Representative. K. All palm fronds shall remain tied until the Owner's Representative deems necessary to untie. p p g This well be based on whether the new growth within the palm tree's heart can handle the surrounding c. Compaction 1. Layout and Staking: Lay out plants at locations shown on Dravtngs. Use steel sired adverse conditions that could exhaust the moisture retention caploilittes of the palm. t� flags,color coded for each species of plants,or set plants to containers on grade. Stake location 6) Final v1 of each tree.Owner's Representative shall dictate the proceedvre needed in the immediate exercise. a. Irrigation: 3.01 QUALITY ASSURANCE 8. Right is reserved to refuse review at aannyy time IF,in the opinion of the Owner's Representative, 1) VAlves,boxes and wiring ; � O an inufftclent quantity of plants is not avatlabie. Owner's Representative reserves II) Controller operation and schedule v A. Comply with federal,state and local laws requiring inspection for plant disease and the right to Interchange or adjust the location of plants prior to planting. r--i infestations. Inspection certificates required by state law shall accompany each shipment I fin) Sprinkler, bubbler and/or drip emitter type, flow O rate and .,_,I P of plants and deliver certificates to the Owner. Inspection are to be perfumed in the q. Equipment for digging plant pits: use backhoe or hand work to dig tree pits. Scarify quantity per plant r14M state of origin.This also Includes Border Inspection and Agriculture Department. sides of the tree pl{of er excavation. Do not use on auger or tree spade. M. LandscapeContractor is to ccrefull coordinate with Owner's Re resentative to locate alms Fyn F�"-I Remove excavated soil from project site and/or dispose of as directed Owner's y P P v) Overall operation pr J sp � within palm groves so that variation in brown trunk height s graduated across the groves v B. Transport plant materials In enclosed or torped vehicles to minimize damage from wind. Representative, or lines of palms. In a grove with similar height palms,the maximum brown trunk height ) As built r� r variation in adjacent palms Is 12'. Coordinate with Owner's Representative to adjust �"') G. All plants shall be true to Wane and one of each lot shall be tagged with the mane and size palms with acceptable trunk curvature so that visual Impact Is minimized. b. Tree Staking !i_?I r N 1 ^ of the plants in accordance with the standards of practice recommended by the American B. Drainage Test of Plant Pits/Obstruction Stral ht-trunked with maximum variation of 6'. Curvatures will be reviewed C. Overall h+i Association of Nuserymen. If tags are not on plant material,then written and notarized certification g _ r-4 $:� G by the nursery where the specified material was purchased.This certification to be submitted to the 1. Pre-wetting of tree plant pits: Fill tree plant pits to the top with water within 12 hours on an Individual basis;gradual curvatures over the length of trunk are In general agency. of planting. Plant pits can be planted as soon as water Is completely drained. If water is more acceptable than short bends. not 90A9 gone within 24 hers,do not plant and bring to the Immediate attention of the �T� D. Shipments of plants will be carefully inspected loan the Owner's authorized representative Owner's authorized representative. Landscape Contractor may be required to either dig a substitute w^ � at the site at the time of off-loading trucks to vertfq compliance with the above shipping plant pit or to mitigate the existing plant pit with a drainage sump. Substitute plant pits ° " � � a requirements. and drainage sumps are not part of the basic services and compensation will be awarded to _<- Q 00 the Landscape Contractor. 11 E. Substitutions of plant materials will not be permitted unless authorized in writing by ,� Owner's Representative. If proof Is submitted that plant specified Is not obtainable,a 2. Docunentatton. Submit written documentation of test pit drainage results,with ... .. wilt be considered for use of the nearest uivolent size or vale with 4.05 GROUNDCOVER 9 � proposal �q ty location,date and signature of tester. corresponding adjustment of Contract Price. 3. Obstructions. if rock,caliche,underground construction work,tree roots or other A. Planting Q F. Special care shalt be taken to insure that plant*in containers are adequately watered. obstruction are encountered in the excavation of plant pits,acceptable alternate location - 0 Water for soil preparation,planting and irrigation w111 be furnished by owner. may be used as directed by the Owner's Representative. Excavation of caliche is not pat of 1. Ground cover plants shall have been grown In container and shall remain to the "i the Contract price,and if authorized by the Owner's Representative,Landscape Contractor will be containers until time for transplanting. At time of transplanting,the container soil G. Plants In containers specified for shade locations are to be protected from sun prior to compensated for excavation pursuant for the contract provision an for changes to the contract price. shall contain sufficient moisture d an adequate root system so that the soil does not fall W U in planting, apart when Ilfting plants from the container.Each plant shall be planted with it's proportionate amount of the container soil in a manner that w111 Insure a minimum of rj 4.05 PLANTING OPERATIONS-TREES,SHRUBS AND VINES disturbance to the root system. These plans have been reviewed* by the Coachella Water District in uv 2. Ground cover plants shall not be allowed to dry out before or while ben planted. accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section A. Handling and Removal From Planting Container P y n9 3.02 INSPECTIONS AND SUBMITTALS Welted plants will not be accepted. with t et seq. requiring agency landscape and irrigation design in cooperation 1. Moisture Level: Thoroughly moisten rootbalis and planting holes for to planting with the local governing agency (City or County). 9h y P n9 Pr P 9 3. Ground covers shall be planted with top of root crown at final grade,and spaced as *Approval of this drawing by CVWD Staff does not constitute approval to A. The Owner's Representative reserves the right'to Inspect plant materials at the nurser or to enure soil cohesiveness;do not plant dry rootbolls or plant into dry pits. specified In round cover list on landscape Ian. . Approval of this drawing b CVWD Staff does not constitute approval to P � p y � 9 aP P pP 9 Y PP growing ground prior to loading and transporting.Tree tagging may occur at this time along with encroach into district and USBR Rights-of-Way. Trees, plants, walls and shrub and groundcover verification(if requested).Arrange with Owner's representative ten(10) 2. Carefully remove plant from the container.Support rootball during Installation to 4. Install In neat,natural layout. permanent structures of any kind may not be planted or installed in CVWD work) days in advance for the Inspection.Such approval shall not impair the right of inspection prevent cracking. and USBR easements or right-of-way without first obtaining an encroachement and rejection during progress of the work. permit from CVWD. North B. File Certificates in inspection of plant materials Coon State and Federal authorities 3. Pry off bottom boards of boxed trees rather than the bohammeringin boards off. Boxed � P � �' plants may not be planted with the bottom or sides of the box in place,unless 4.06 tNATERING: Plantings shall be watered Immediately after planting. After first watering, Date with Owner's Representative. All plants are to have a certificate of origin. authorized in writing by the Owner's Representative. water shall be applied to plants as conditions may require to keep the plants In a healthy Water Management Supervisor and vigorous growing condition until completion of the contract. C. Submit within 30 des s after Notice to Proceed a,complete list of materials to be furnished aid confirmed sources&some. Owner reserves the right to rove or reject hers B. Planting and Landscape Sub-contractors. � aPP � x'PP 4.01 PRUNING: Pruning is to be done with the approval and under supervision of the Owner's Representative. ;,� Development Services Supervisor Job No. i. For trees,backfill plant pit to allow root crown to be at final grade Remove dead wood,suckers,or broken branches. D. Top dressing: Submit for approval wtthtn 30 day*after Notice to Proceed a one cubs foot sample of as Indicated in details. Prepare a raised basin as wide cis the rootball at each A specified top dressing to the Owner's Representative. tree for watering prior to shrub and ground cover planting. Refer to detail. APPROVED BY: 2. All shrubs and vines shall be set so that when settled the rootballs ore i"i 99311 - E. The Contractor is responsible For cllmitizing plant material that Is not grown within the Coachella above finished grade. Prude basin,refer to detail. Valley. If plant material purchased outside the Coachella Valley is adversely affected by weather conditions,It then becomes the responsibility of the Contractor for replacement whether planted 3. Men plant pits have been backfilled approximately 2/3 full,water thoroughly or still in containers. and saturate rootball,before Installing remainder of the backfill mix on top of pit, RK GREENWOOD ` Sheet No. - eliminating air pockets. CI ENGINEER -.�------ 4. Remove nursery type plant labels and nursery stakes from plants. R.C.E. 7989 XP. ATE: 06-30-06 y T L 6•2 DATE of 13 a mx o - LIGHTING lie �1?ICTIl1� w �.�:, M1 ., 0 BRO17ELITE IC143�-Dtl1G0�1-321U PLT F UORfiE)C EN 450 r GRO tad 4 4 if)1'Y rya_ ! :.:rs' J. L1 �117 OF N PIfi7AL 1iQl-�D 'ffi s:Cs,�l 7 lF .'� B120NZ�LIT>fi *T'LC�mPJ�-i'>4#2'"(b-1"t+�-fil~C)OD � N O n E x ElDS f — - %. V V) Expires A1orch 2007 Z Signature •A 20 - ' \ � * yy q �I T �SO 21 F of ca v� SEE ARCHITECTURAL PLANS FOR 5UIILDING, 4 L W,4L� W,4"r, AND EXTERIOR WALL LIGHTING W1 \ 25 r. x ` \ _ SEE WTU4L4NS =0R W N 2 6 APPROXII"I T POINT OFCONN CTIO TO 120V ; l I j PO WE R. �t WL /r n 1�0 a s Q W O O O O O Q W 27M--� 1 I \ F j 0 fl — as v0 VA 0 00� Ilk i 4 r O >, -C > \ D v CIO r' \rZEl , t � D 4� � <C \ E U 00\ 9 I41* . w -75 North ❑ PUBLIC�flCrr t .` 1'r�'t J= i' Job No. APPROVED BY: 99311 — 3 MARK GREENWOOD Sheet No. CITY ENGINEER R.C.E. 57989 EXP. DATE 06-30-06 L 7. 1 23 DATE of l a FLUORESCENT UP—LIGHT (TYPICAL) �° ^r FINISH GRADE ° z IM- =1IIII=111111- =11111—IIIIII- - 4,,,_,,, =IIIIII IIIIII— � w - a a' COMPACTED SUB—GRADE II = — III= W Q -IIIIII IIIIII= ® c `�^~^ ROCKET PERMA POST U va (INSTALL PER MANUF. SPECS.) W lU REFER TO DETAI (L r p CONDUIT OR DIRECT BURIAL ROMEX �pNDSCgp� Expires Mo ch 2007 V O _J n CK N — Signoture =lilll= IIII.it I=11 I=II i=11 =IIIIII III = ��qTF aF c)P\\ �\P IIIIII IIIIII=IIIIII`IIIIII_ 11111=IIIIII=1 1=IIIIII IIIIII IIIIII=IIIIII IIIIII IIII — 4'-0" MINIMUM REFER TO LIGHTING PLAN L AND&CAFE L IG�4 I 3ETBAC< 2 EACH 1/4" HOLES DRILLED ® IN BASE OF ALL BULLET LIGHT W SC,4LE: 1/2" = 1'-0" FIXTURES FOR DRAINAGE e = X IF NECESSARY = `; U � =IIIIII=IIII= 71111,1=IIIIII=FINISH GRADE =IIIIII 1111112 I W W COMPACTED SUB—GRADE S111111 IIIIII ROCKET PERMA POST (INSTALL PER MANUF. SPECS.) Q W O CONDUIT OR DIRECT ` BURIAL ROMEX W BULLET L. IG�4T FIXTUfRE BSCALE: 1"=1'-0" _ 0 11 aaaaa Q � � W tt = G_ • W ELECTRICAL NOTES --- 1. Electrician is to provide all necessary plans, specifications, and ____ documents, etc. and obtain all required approvals and permits. �. REFER TO DETAIL 2. Unless otherwise provided by Contractor, electrician is to size and circuit all electrical requirements shown on plans. (i.e. lights, ,'_� time clocks, irrigation controllers, etc.). Contractor is to provide as builts. �_" 0 C 3. All materials and workmanship shall conform to all Governing Codes - -- W and Ordinances and acceptable standards of practice. CZ 4. Coordinate all work, especially sleeving, trenching and backfiiling with irrigation, concrete and masonry subcontractors as required. [� 5. Lighting controllers will be located adjacent to irrigation controllers W whenever possible. _ Q 6. Electrician is to confirm exact tree location so as to insure =III11=11�111_II�11-11 I-III 1-11 -11�111 I�I = � proper installation of light Fixture as specified on lighting details. =IIIIII=IIIIII=IIIIII IIIIII I1I11_=1II11=6 1=111111 �+ -1. All junction boxes without a light fixture will be put in a Carson =IIIIII IIIIII=IIIIII IIIIII ^ O 'Z 3Y box below grade. a. Light fixtures to be located no closer than (10) ten feet from edge Q� � of pool or spa waterline per local and county cedes. '-O" MINIMU �J ►-� REFER TO LIGHTING N SETBACK NOTES PLAN W 7� Locate light fixtures a min. of 4'-0n from edge of tree N Locate light Fixutres 1'-0' from edge of palms At all times a conscious effort will be made to place light fixtures d in FALM U�L ( � I 5 T >�C< planter beds 'instead of lawn areas. These measurements are l� a superseeded only when field conditions warrant change by Landscape Architect. �C,4L�: 1/2" = 1'-Q�" NOTES: North ELECTRICAL ENGINEER / FUTURE CONVERSION: SYSTEM DESIGN AND INSTALLATION SHALL ALLOW EACH PALM TREE UP-LIGHT TO BE UP5IZED TO A 15O WATT INCANDESCENT LAMP AND/OR A 26 WATT FL.OURE5CENT LAMP. ELECTRICAL CONTRACTOR 15 TO CONTACT CONSTRUCTION REPRESENTATIVE Job No. REGARDING ELECTRICAL STUBS FOR FUTURE ADJACENT PHASES OF CONSTRUCTION. APPROVED BY: 99311 - 3 PHOTOCELLS ARE TO BE LOCATED IN SUN ACCESSIBLE AREAS. d MARK GREENWOOD Sheet No. CITY ENGINEER L 7.2 R.C.E. 57989 EXP. DATE: 06-30-06 DATE a of 23