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DOMANI PARKWAY P . P . # 25666 AVENUE 40 � ADAMS STREET 30966 - RITRA T : C LANDSCAPE PLANS VICINITY MAP : INDEX OF SHEETS PROJECT DIRECTORY 1 TITLE SHEET 2-6 CONSTRUCTION PLAN DEVELOPER: o 7-8 CONSTRUCTION DETAILS mom 9-13 IRRIGATION PLANthe fflf��WOUP 14-18 IRRIGATION DETAILS Office:760.698.9616-Mobile:760,275.8238 ■ 9 IRRIGATION SCHEDULE ` 7$115 CALLS ETAD1 SLATE COUNTY OF RIVERSIDE M' 20-24 PLANTING + LIGHTING PLAN LA IN TA. CA 9=53 � � NMI � 25 PLAIN i rNG DETAILS ��� I���� ICIN26 LIGHTING SPECIFICATIONS now 4 27 35 LANDSCAPE SPECIFICATIONS Amm ■ FTA LANDSCAPE ARC TE T 0. Q ■ SHEETS : 73061 EL PANE SUITE 10 PALM DESERT, A922 + ■ 6 1 24 � Riverside County Ordinance 859 Landscape Water Use Calculations 7 5�3 40TH AVE DOMANI-PARKWAY Tt�I MILLER COUNTRY CLUB DR ■ For projects with more than 1 hydrozone) LANDSCAPEARCHITECT: /-/4 AUT©MALL �■ ( l y 42/�ll AVE RGA LANDSCAPE ARCHT S ■ 1 Maximum Annual Water Allowance (MAWA) 73061 P WlE 210 ' PALM DESERT, 9�A ■ INPUT the total square footage of landscape 2 ,671 S.F. $L ■ INPUT the Hist. ETo for the area 93.9 ' D ■ - T��lllt it HWY. 111 ■ nnAwA= 921 ccf/yr ASSESSOR'S PARCEL NO.: ■ ■ 2 Estierei�ted Annual Water Use (EAWU) 7 48-21130-008 SHEETS : drozone #1 INPUT Plant Factor= 0.8 ACREAGE: ■ Hy (Tui fl RTH INPUT square foot of h _ ■ � � 1 � tJ�, � � U q age ydroaone 0 . INPUT h: drozone irrigation effiicienc = • Y 9 y 0.9 EAWU = 0 ■ a1 r A PORTION F g y t3 ON 0 SECTION 6, TOWNSHIP 5 SOUTH, olLAr4U5GAM so.d RANGE RANINPUT Plant Factor G E 7 EASE,SE, S.B.M.S.�.M. ■ Hydrazone #2 u 1 (Water Feature) INPUT square footage of hydrozone = 0 SHEETS : INPUT hydrazone irrigation efficiency = 0.75 EAWU = 0 gal/yr ZONING LAND' USE: 4 11 & 22 COUNTY OF RIVERSIDE NOTES Hydroaane #3 INPUT Plant Factor fl.5 (Med) 84 INPUT square footage of hydrozone 4,393 ■ ■■ ■ i ■■■ ■ ■ ■■ ■ ■■ ■ i ■ ■■a ■ ■ ■ � ail ■ ME ME _ INPUT hydrozone irrigation efficiency LANA© USE. � 1=�IMLY ��AL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF y y THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EAWU = 190 gal i yr ANIS? , > � UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION 00 WATER METER rozone #4 INPUT Plant Factor ©.2 to MAINTENANCE QUANTITIES: SCHEDULE AT LEAST 48 HOURS TO BEGINNING CONSTRUCTION. F r " INPUT square footage of hydrazone = 19,278 QUANTITY OF TREES: 19 TREES AND F'0 CCOMPONENTS' INPUT hydrozone irrigation efficiency = 0.9 QUANTITY OF PALM 3 CALIFORNIA F Q S L AN PALMS PHONE: 951 955-8885 FOR PARCEL MAPS AND TRACT MAPSSHEETS : EAWU = 333 gal r SHEETS : WITHIN L L Il, g y QUANTITY OF LIGHTING. SQUARE FOOTAGE OF SHRUB AREAS: 23,671 SOFT Hydrazone #6 INPUT Plant Factor= o. (VeryLoxo SQUARE FOOTAGE OF GROUNIDCOVER: 0 2 �J & 2 0 3 ) 1 0 & 2 1 INPUT square footage of hydrozone= 0 z QUANTITY OF WATER' METERS: 1 IRRIGATION METER WATER DISTRICT NOTES INPUT hydrozone irrigation efficiency 1 , cn EAWU = 0 QUANTITY OF IRRIGATION PUMPS: 0 gall yr ,� NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS. CVWD SQUARE FOOTAGE OF DECOMPOSED GRANITE AT 3 DEPTH: 23,671 SOFT < WILL NOT BE RESPONSIBLE FOR CHANGE OR REPLACEMENT OF ANY SURFACE SubTatal EAWU= 523 gal/yr Q > , 0.85 z IMF'ROVEMENTS,INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, 0 200 400 600 800, put Irrigation System Operation Facttei" ` LANDSCAPING, CURB, GUTTER, SIDEWALKS,PLANTERS, GATES AND RELATED Total EAW - 61*v f (n 0 IMPROVEMENTS INSTALLED WITHIN CVWD AND OR USBR EASEMENT N < = cu ft/ ::r NOTE: I _ EAWU MAWA 348 y (this number must be positive) REFER TO SHEET 20 FOR PLANT QUANTITIES Z 3: GENERAL NOTES d SEE SHEET L-18 FOR CVWD WATER CALCULATION z 1 AND)QR E�� 3 FOR A SM L&LMD NOTES. SH T I N DEX MAP I EE „. -- MATERIALS CONTRACTOR- SHA�.L I _ . PRIOR ORDERING ANY _ E �*. 1 RI �? ORD. —1 ,, �'AM L'�C�'TA't VE�'1r'NQ NI�'LEI��tTl41'DN C�1F ITS # - m __ L M :._WITH... CONI. TRUCTIONI_ SI �MITTAL ¢. RESPONSIBLE FOR PROVIDING & D S S _ J �I�DATII . �. LANDSCAPE APPROVAL R NO P PECIF T N IR' MENT WORK H BEGIN... R v _ _ A■ A 1+ ' IwIIJ■T A © TO ANY 1- � � PI�1' PFR t"3 Th plans � These s ha a e leen reviewed b the he aachela Vali Water f� FROM D OR ALL ITEMS IN , P Coachella er APES VAL R M -LLM F I ,� CONTRACTOR .HAS O _ TII "T1aN Wfi F�NERBD� lJN1TY ROAD F'�QHT OF WAY !moi - CL � � � .,, District in accordance with CaliforniarGovernernnt Code,Section SUBMITTALS. W �- Z W �Y�"�N 65591 et seq.requiring efficient landscape and tmgation design in 'dL tY' . coo eratron with 1 LtJ ., h the lova( overnrn agency i or County). p C C T 9 9 g Y (City Y, 3. LAS P� B'1( L+LND 8�-1-C CONTRACTOR _ U TACT HU A �' OUR..... - _ PR_ R TO CONDUCTION OF PR G UCTI TI "' A DATE) A rovcf �-dr<win- b CVWD staff does not constitute-a roval H F?P 9 �' pp f5 _ _ T to into ars#not and Rr hts of W/a . Trees, Ions walls 3. INSPECTION SCHEDULE SHALL BE DETERMINED A_ L. �� �3 � �- r . c � � � .p CL NOTE.. and permanent structures of an kind iiia not be planted or installed LJ w P — TING WITH NDSCAPE INSPECTOR. MINIMUM . RE CONSTRUCTION MEE _ LA in CVWD an R easements C d U51� ea ements or right-of wc�: without first obfiarnin W WY g 1 .APPROVA Y THE ,. L B TME TRANSP RTATI N PARTMENT IS FO K WITHIN © 0 DE R WOR 48—HOUR NOTICE REQUIRED FOR PRE—CONSTRUCTION MEETING,) an encroachment ermit from CVWID. ROAD RIGHT—OF—WAY ONLY. WITH N p , ,_ 4. FLOW SENSING AND COMMUNICATION FUNCTIONALITYCE TRAL .I AGR AN. 2 EE T4 COMPLY WITH THE REQUIREMENTS NT Of N0. 859 D 0 E REQU REE S ORDINANCE r•r,n CONTROL SHALL BE VERIFIED PRIOR TO TURNOVER.:. _ Date ��( I••- YY A��;\ �iVH �i�N. ��T� ,:` Li�� .._, SUBMITT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE. SHOULD THE �. �. HUGHES S AT BE REVISED, BASED 5. CONTACT COUNTY REPRESENTATIVE MARK UGHE . - 'P ORDINANCE SED THESE PLANS MAY BE SUBJECT TO CHANGE B Y T TA S T _ p 951 -955-6767 TO START MINIMUM 90 DA PLAN S BLI HMEN THE T" ON E LPDA ED ORDINANCE. 016 —. � CE _-- ----- - -- DATE.12/2/2 PERIOD. CSD wlcn:# _ SEAL—LANDSCAPE ARCHI"I'EC , , �c U7T �. . NOBENCHMARK. HEE N PREPARED BY. TRACT 3����R1. I.P.IPN . -14�d1�1� - P.P �. 2���6 el N WORK CONTAINED WITHIN THESE PLANSPin u� SHALL NOT COMMENCE UNTIL AN ELEVAT .lUtTY Rl�J�51 W4 ENCROACHMENT PERMIT ANI PARKWAY E E AND/OR A ,. Dt�M _ c t�AI RGA LANDSCAPE ARCHITECTS. INC rl�IwG ;� BRASS ZIN _ GRADING PERMIT HAS J V) S EN ISSUED. AVENUE 0 ADAMS TRE... UE ILLS S T KFOK DAYs BEFt�tE � 7308 . EL. PASEO, SUITE 210 _ w �OHt�ETE T YOU DIG c� YOU DIG P DESERT CA 92 80 LANDSCAPE PLANS L. 56 6 � A 760-773-5615 CII 2 F )( ,.. ..►HTS ,. c� � > 01- _ , _ .. _ c1` � � 3 �+ � as �� h � W STREET n. _ter ;. _ . , I _ a �e, FOR: W.p. � ,, 31 ._ . NTY 8Y lE IPPR IIi1lE 08 2017 -. C� _ _ ,. A � SERE BY c� __ . . _ SCALE: €. a i L �: in -sail�an 1. _ . I� erg the�for FILE N�.' cA 1 > =I�RQU D SI<itY`tCE RT � , #� ALE CERT 0.1532 EX DATE. x a t l 9 j /20319 H. : by tie R/W & WALL ra IN/ TV .. IN/ TV 1 1' P.A. 1 1 1 aI I I I { I I I I �I I I I I I I I ! I I LuO I I { w I I I ' I I I I I I I I I I I 1 I { ! I I - -� O v _ O > �' ►N m O 40TH AVENUEoil, O O 1 L-2 1 c 1 m 1 KW R/W & WALL 1 UMIT C TV TV IN/ TV1 P.A. 1 T OSIDEWALK I I I I I I cn I I I I I I I I i —� („) ..• Z Fi OO N LIFE OF SITE 1 _ 4 o n CONCRETE 40TH AVENUE ( PUBLIC ) c r 40 -1 AVENUE MOW STRIP � PR � 1 rn r 1 CV • CONSTRUCTION NOTES: KEYNOTES THESE CONSTRUCTION PLANS ARE INTENDED TO INDICATE FINISHES, ACCINTENDED EETO APPLY TO ALL PLAN TYPES.SPECIFICATION, AND SCORE JOINT LOCATIONS ONLY AND ARE INT8' HT. PROTO---II SLUMPSTONE WALL. COLOR TO BE MISSION. SEE SHEET 7 FOR WALL AND FOOTING DETAILS, PROVIDED BY MANUFACTURER. SEE CIVIL PLANS FOR WALL LOCATION. FOOTING ELEVATIONS MUST BE DETERMINED BY THE CIVIL. vi P R W U *CONCRETE IN HOT SOIL: BLOCK FINISH AND COLOR TO MATCH THE INTERIOR COMMON I1' / 1 —ALL CONCRETE PLACED IN CONTACT WITH HOT SOIL, DEFINED AS SOIL WITH A PH OF 7 OR AREAS. HIGHER WILL CONFORM TQ ASTM 01012 95 AND CONTAIN THE FOLLOWING MIX PARAMETERS. 2 H • O 4 TICK NATURAL COLOR CONCRETE SIDEWALK, BROOM FINISH. TYPE 5 PORTLAND CEMENT WITH A .35 WATER . f / CEMENT RATIO, ASTM CLASS F FLY ASH (20 � 3 ENHANCED P � CE AV _ D ER ROADWAY/CROSSWALK� � ALK WITH 12 W CON C.VOLUMETRIC REPLACEMENT), SUPERPLASTICIZER ADMIXTURE 1� 1$ FL.OZ. PER 1 DO O � IDE CO C ( � � LBS OF CEMENT). _ 1 BAND, SEE DETAIL B/L 7. PAVER TO BE 80mm THICK INTERLOCKING PRECAST CONCRETE CONCRETE SHALL HAVE ACCELERATED U E E PAUER DUBIN COBBLE-3 CURING AND SHALL ATTAIN A MINIMUM STRENGTH OF 45QOP1. T - S HE TYPE 5 PORTLAND CEMENT E T SHALL BE CERTIFIED AS HAVING LESS THAN 3 � ,, PIECE TOSCANA SIERRA FONTANA BY BELGARD. INSTALLED TRI-CALCIUM ALUMIIVATE. BY ICPI CERTIFIED INSTALLER INSTALLATION 2 '��� D METHOD TO BE ADE— K In HOA HDA MAI+J'f�NA t ALL CONCRETE COLORS T4 BE CONFIRMED BY LANDSCAPEARCHITECT� 1 EC IN FIELD DETERMINED BY WHAT IS REQUIRED BY THE ICPI FOR �1 PRIOR T POURING CURING WITH SAMPLE E CC)Ai1M�N S M LE PANELS PER SPECIFICATIONS. z - w 1 ROADWAYS, WALKWAYS AND CROSSWALKS PAVER THICKNESS TO PIS► z *INCLUDE INCLUDE P N T E E RATING MATTE FINISH SEA:.. BE DETERMINED BY LOA REQUIREMENTS_ � �, LER ON ALL SITE CONCRETE AND PAVERS. D EQU REMENTS DEEMED NECESSARY v LINE O F S ITE TR - BY ICPI STANDARD. PALER SAMPLE TO BE SUBMITTEDT a EES 1 *PARKING ROAD LAYOUT AND DRIVEWAY O LA I � S BY OTHERS. u-+ t� -- T �c�..� F- AND PAVER INSTALLATION METHODS TO BE APPROVED BY LA W SII.( Q *ACCESSIBILITY COMPLIANCE BY OTHERS. PRIOR TO CONSTRUCTION. Q _ Q 1 1 *LANDSCAPE ARCHITECT MUST FIELD REVIEW FLATWORK LOCATIONS PRIOR TO CURB BY CIVIL F— U_ 1 TH A i�N UE 1 CONCRETE BEING POURED. s REF. ARCHITECTURAL PLANS FOR DETAILS. LC to 0 1' EXISTING S» VCP 1 *ALL GRADING AND DRAINAGE DESIGN INCLUDING A 6 HC RAMP BY CIVIL m » 1 ALL FLATWORK, BY CIVIL ENG. MAIN ENTRY MONUMENT SIGN, REF. COMMON AREA PLANS FOR 1 SEWER FAIN 1 o SCORE JOINTS — CONTRACTOR SHALL LAYOUT SCORE JOINTS IN FIELD IN DETAILS. z 0 WATER 1 CONSULTATION WITH LANDSCAPE ARCHITECT. SCORE 1 MAIN _ _ a E JOINTS SHALL BE PROVIDED 0 1 CVWD NO. 2 191 1 SO THAT NO MORE THAN 400 S.F. OF CONCRETE IS OPEN. 0 WALL MOUNTED SIGNAGE, REF. COMMON AREA PLANS FOR z 0 CVWD NO.---- DETAILS. 0 W I 1 EXPANSION JOINTS — PROVIDE 1/2" FELT EXPANSION JOINTS WITH JOINT SEALING » 9 — J, _. _ _. _ _..__� .__.. ._ _____ COMPOUND AND SANDED JOINTS BETWEEN F AT 6 X6 M0W CURB SEE SHEET 22 DETAIL STD. H 004 � _ ---.- - L WORK AND STRUCTURES �Q _ _ _ . OR COLUMNS OR WALLS. IRRIGATION SLEEVING: TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEVING _ • H UNDER WALKWAY — SCHEDULE 40 PVC TWO TIMES DIAMETER OF IRRIGATION PIPE. 0- Z (RECORD FIELD LOCATIONS) uj Q PA PLANTING AREA. Q T.W. TOP OF WALL ui W n POB POINT OF BEGINNING NORTH Z *STRUCTURAL DESIGN BY OTHERS. SCALE: 1/8" ` 1'�vf z GfAPHIC SCALERaa W *THIS PLAN IS INTENDED TO PROVIDE AESTHETHIC DIRECTION AND FINISHES ONLY.fE F- ~ U. 0 <C *ADD 3 COATINGS OF ANTI—GRAFFITI COATING TO ALL WALLS. LY_ 24' 16' 8' 4' p Cj ' 0 [L - \ V)t) EAL— D APE ARCHI ' w NATE,, tit �E BENCHMARK: Sw�EET N � D z ; PREPARED BY. TRACT 309SI�R1 LP. No. 141 6 P P. N 0 Q WMK CONTAINED WTHIN THESE PLANS °. `` 60 37 f-� f SHALL NOT COMMEN4CE UNTIL AN N zaz ATI[�M 1103.651 COUNTY �F Rl I�E"RSIIE ENCROACHMENT PERMIT AND(4R A DIAL _. � � RGA �.AI�OSCr�PE ARCHITECTS. INC DOMANI PARKWAY ' xfl W©FtICING f 11 II+1 GRADII�tG PERMIT HAS DEEM l U _ w 5S ED. o BEFORE �.� a�Ys BEFORE o � 73©61 El. PASEC�, SUITE 21a AVENUE �C� ADAMS STREET YOU I�� rau oIc �t�' TE T v�� PALM DESERT, CA 92 60 LANDSCAPE PLANS ! 16f"f 3£ OF I--- ]k ardd�est toe �-r _ _ _ CN..I � _ TEL... � 5�$ 3C � FA X. X60 773 5615 Z — _ w c� 0 w TS ry v f:I > 2s te aca�acy md om*ff4 d*e . In enc WA ETON S►T ET CONSTRUCTION PLAN Q ar ����t PUBLIC sEI� BY � I � �►ff 0$ 31 /217 N'PR. IfA1£ � a � _ . FdR. W�3:. _�JNTY , 0 F c�. UNDERGROUND_ � � SCALA. I�r an a1l�lee ��#t flee ... . far SERVICE ALERT P cr► _ , c� CERT _ 1 FILE NO. gal tie #. 5 , E 'I' D'�T . w,1 f8 1 0 N A . ' `' 1 : R/W & WALL I MINE MINE! �. MINE! I I NINE I � I niiiiiiiillill" 14 IN IN/ vv I � I NINE! I ME I 1 1 1 I a _ I P.A. 1 {SIDEWALK 110 2 JI I I I I I I I I I i I . _ _ 1 I _ Z v , - I CONCRETE N o 4 rn 40TH AVENU MOW STRIP CURB&GUTTER LINE OF SITE o on 40TH AVENUE n . 1 r rn _ R/W & WALL i i s i i s i ■s i i 1 TV 1"",7c 204 P.A. 1 - 1 � I I I I I I I � I { � I I I I ._ ..�_ � _ rn I I � � SID A LLA I { a I I 1 w ►� LINE OF SITE O m Q IV ~'� !■<■ ■l• ■I•■OrIMr■■ I� ■I 4 � rn 40TH AVEU ( PUBLIC ) H ENUE .. U I CO CRETE i �-3 1 MOW STRIPS omy �'2 MVVVt R WO- 88,-3„ +¢ ..,. . .. . ,` \, ximis I I MENEM Ell:/1) *AL ► MAINTENANCE A 9 CONSTRUCTION NOTES:- � KEYNOTES THESE CONSTRUCTION PLANS ARE INTENDED TO INDICATE FINISHES, _Ills E ©OMM ON AE A► _ — - , - - - - - - - - - - - - - - - - - - - - ACCESORY SPECIFICATION, AND SCORE JOINT LOCATIONS ONLY AND ARE 1 - - � LAN�CAPE PLAN INTENDED TO APPLY TO ALL PLAN TYPES. O HT. PROTO II SLU IPSTONE WALL. COLOR TO BE MISSION. NE �'_ SITE SEE SHEET 7 FOR WALL AND FOOTING DETAILS, PROVIDED BY GRA — BREAK LINE OF SITE �� MANUFACTURER. SEE CIVIL PLANS FOR WALL LOCATION. L 1 \ TR f I I HA AM > FOOTING ELEVATIONS MUST BE DETERMINED BY THE CIVIL. l �� TREES 37 I I BLOCK FINISH AND CALOR TO MATCH THE INTERIOR COMMON *CONCRETE IN HOT SOIL: AREAS. SETBACK -ALL CONCRETE PLACED IN CONTACT WITH HOT SOIL,(� 0 L, DEFINED AS SOIL WITH A PH OF 7 DR _ 2 4 THICK NA HIGHER WILL TUBAL COLOR CONCRETE CONFORM TO ASTM 01012 95 AND CONTAIN THE FOLLOWING MIX PARAMETERS. O SIDEWALK, BROOM FINISH. w �, TYPE E 5 PORTLAND CEMENT EN WITH A .35 WATER CEMENT RATIO ASTM CLASS F FLY ASH 20 » / ( 3 ENHANCED PAVER ROAD OADWAY CROSSWALK WITH 12 WIDE CONE. �... PERCENT VOLUMETRIC REPLACEMENT); SUPERPLASTICIZER ADMIXTURE 10-18 FL.OZ. PER 100 O / 1 4TH AVENUE PROPOSED 8 PV CONIC TE LINE OF LBS OF CEMENT). ) BAND, SEE DETAIL B/L-7. PAVER TO BE 80mm THICK Lo SEWER MAIN MOW TRIP INTERLOCKING PRECAST CONCRETE PAVER "DUBIN COBBLE-3 co *CONCRETE SHALL HAVE ACCELERATED CURING AND SHALL ATTAIN A MINIMUM STRENGTH OF :3 4 50 P _ 1 0 SI. THE TYPE 5 PORTLAND CEMENT SHALL BE CERTIFIED AS HAVING LESS THAN 3� PIECE TOSCANA SIERRA FONTANA BY BELGARD. INSTALLED CVWD N�� s TRI-CALCIUM ALUMINATE. BY ICPI CERTIFIED INSTALLER INSTALLATION METHOD TO BE _1 loo CO CRETE I WATER MAINI *ALL CONCRETE COLORS TO BE CONFIRMED BY LANDSCAPE ARCHITECT IN FIELD DETERMINED BY WHAT IS REQUIRED BY THE ICPI FOR PRIOR TO POURING WITH SAMPLE PANELS PER SPECIFICATIONS. ROADWAYS WA MOW STRIP- CVWD NO. I o o WALKWAYS AND CROSSWALKS PAVER THICKNESS TO ___ _._. _ ... _..m_- ._. _ _.-__._ -. _ __.._.. -_, - DETERMINED_.� --' o *INCLUDE PENETRATING MATTE FINISH SEALER ON ALL SITE CONCRETE AN A ED BY LOAD REQUIREMENTS DEEMED NECESSARY f D PAVERS. BY ICPI STANDARD. PAVER SAMPLE TO BE SUBMITTED TO LA *PARKING, ROAD LAYOUT, AND DRIVEWAYS BY OTHERS. AND PAVER INSTALLATION METHODS TO BE APPROVED BY LA ry d ,- *ACCESSIBILITY COMPLIANCE BY OTHERS. PRIOR TO CONSTRUCTION. 4 CURB BY CIVIL D Imo- *LANDSCAPE ARCHITECT MUST FIELD REVIEW FLATWORK LOCATIONS PRIOR TO 5 REF. ARCHITECTURAL PLANS FOR DETAILS. tV CONCRETE BEING POURED. 6 HC RAMP BY CIVIL j d *ALL GRADING AND DRAINAGE DESIGN, INCLUDING ALL FLATWORK, BY CIVIL ENG. 7 MAIN ENTRY MONUMENT SIGN, REF. COMMON AREA PLANS FOR LIJ m \ SCORE JOINTS - CONTRACTOR SHALL LAYOUT SCORE JOINTS IN FIELD IN DETAILS. CONSULTATION WITH LANDSCAPE ARCHITECT. SCORE JOINTS SHALL BE PROVIDED8 WALL MOUNTED SIGNAGE REF. COMMON AREA P z � SO THAT NO MORE THAN 400 S.F. OF CONCRETE IS OPEN. O CANS FOR z DETAILS. z U ry A EXPANSION JOINTS - PROVIDE 1/2" FELT EXPANSION JOINTS WITH JOINT SEALING 6"X6"MOW CURB,SEE SHEET 22 DETAIL STD. H-004 0 w I COMPOUND AND SANDED JOINTS BETWEEN FLAT WORK AND STRUCTURES OR COLUMNS OR WALLS. ~ Q J U Q IRRIGATION SLEEVING: TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEVING UNDER WALKWAY - SCHEDULE 40 PVC TWO TIMES DIAMETER OF IRRIGATION PIPE. (RECORD FIELD LOCATIONS) 5 + r w Q UJ PA PLANTING AREA. T.W. TOP OF WALL ryw f¢.. POB POINT OF BEGINNING N0, R`TH' Z Z d *STRUCTURAL DESIGN BY OTHERS. r� -Off �/8 — 1 _G CD •< Z *THIS PLAN IS INTENDED TO PROVIDE AESTHETHIC DIRECTION AND FINISHES ONLY. GRAPHIC SCALE , LLJ L 0 nr•r` Q* ADD 3 COATINGS OF ANTI-GRAFFITI COATING TO ALL WALLS. 0 d d � 24' 16` g• 6p sas 0 IN; 1:4N Ix V) uj V) SEAL-LANDSCAPE ARCH17EC w NOTE. BENCHMIARK. SHEET �Ic�. 5 0 PREPARED BY: TRACT 3096681 LP. No. 140060 P.P. No. 25666 0 r IC � � K CONTAINED WTHIN THESE PLANS cry cn '-37- rw-r SHALL NOT COMMENCE UNTIL AN C tJNTY �F Rl t 2z r ELEVAT ORS/DE ENCROACHMENT 103.61 PERMI _ � T ANO ORA __ _ DIAL c� � MANI PARKWAY 1wa WORKING RGA LANDSCAPE ARCHITECTS, INCI NG w GRADING PERMIT HAS BEEN ISSUED. -� DRM IDISC IN . � BEFORE �.,. I�A�s BEFORE w , ; 73061 EL PASEO, SUITE 210 AVENUE 40 & ADAMS STB' v mu u�G YOU DIGPA COKCKTE PMT STREET L DESERT, CA 92260 LANDSCAPE PLANS - lt� ®r�'iW • ` ttme ass� for _ , �.D . TEL. 60 6 3824 FAX. 760 773 _ / 5615 � Of U TOLL FREE 1-800-227-2600 b oar and 0 k' d► t3�-31 a OIC SH TS, � .. �" �� I�rean: �#Ae e�nt of .� WII�TC�1 STREET CONSTRUCTION PLAN � a cW d � � tom, �I a�t�t A PUBtJC SERVICE 8 Y Y9 IUTAK fIIY QAff .. .. IWPR. Ilk � o D$f 31 f 2017 Fc)R. a. c� r� W.O. ctx,tw�r shy t r f an ale mon and r Hie far C r UNDERGROUND SERVICE ALERT � �ktdmn�t9 � F CAI. SCALE. �, U+�C� CL LER 11# R�IGTON P FILE NO. t ►t caulr>Y CER T N .1 32, X ( 30/20 ' DATE: /s 1 o y; NIA N/041A .. , . �w:�. .. R/W & WALL R W & WALL �. �. �.. .. E C IC T . :=_ I .� 3 ti TV fSZA I TV 9 P.A. , � P.A. � ■ � r all _ � ' I SID WALK' � � ' _ _' _ - I I I I I � � ' I Z 40TH AVENUE ( PUBLIC )° D sIC . TE__ LINE OF SITE CURB&GUTTER s m O N , RIP © T H S o m 204t KEYNOTES O 8' HT. PROTO—II SLUMPSTONE WALL. COLOR TO BE MISSION. SEE SHEET 7 FOR WALL AND FOOTING DETAILS, PROVIDED BY MANUFACTURER. SEE CIVIL PLANS FOR WALL LOCATION. ' FOOTING ELEVATIONS MUST BE DETERMINED BY THE CIVIL. 94' BfT ROW BLOCK FINISH AND COLOR TO MATCH THE INTERIOR COMMON AREAS. 2) 4" THICK NATURAL COLOR CONCRETE SIDEWALK, BROOM FINISH. I 0 ENHANCED PAVER ROADWAY/CROSSWALK WITH 12" WIDE CONC. —� ■ Ad-ft-A BAND, SEE DETAIL B/L-7. PAVER TO BE 80mm THICK - J INTERLOCKING PRECAST CONCRETE PAVER , "DUBIN COBBLE-3 m PIECE TOSCANA— SIERRA FONTANA" BY BELGARD. INSTALLED - ■ BY ICPI CERTIFIED INSTALLER INSTALLATION METHOD TO BE ' E � ' - ' L-4 DETERMINED BY WHAT IS REQUIRED BY THE ICPI FOR - ■ ■ ROADWAYS, WALKWAYS AND CROSSWALKS PAVER THICKNESS TO ■ i' BE DETERMINED BY LOAD REQUIREMENTS DEEMED NECESSARY 0 iY ► BY ICPI STANDARD. PAVER SAMPLE TO BE SUBMITTED TO LA W AND PAVER INSTALLATION METHODS TO BE APPROVED BY LA I PRIOR TO CONSTRUCTION. cn - CURB BY CIVIL ' REF. ARCHITECTURAL PLANS FOR DETAILS. HC RAMP BY CIVIL — — 7 MAIN ENTRY MONUMENT SIGN, REF. COMMON AREA PLANS FOR DETAILS. - 0 WALL MOUNTED SIGNAGE, REF. COMMON AREA PLANS FOR DETAILS. _ Q Q 6"X6"MOW CURB,SEE SHEET 22 DETAIL STD. H-004 CONSTRUCTION NOTES: THESE CONSTRUCTION PLANS ARE INTENDED TO INDICATE FINISHES, —— ACCESORY SPECIFICATION, AND SCORE JOINT LOCATIONS ONLY AND ARE ' 32' TO CL10 INTENDED TO APPLY TO ALL PLAN TYPES. - I ; ' TO CL � .� – ESIGNATED P.U.E. *CONCRETE IN HOT SOIL: -ALL CONCRETE PLACED IN CONTACT WITH HOT SOIL, DEFINED AS SOIL WITH A PH OF 7 OR - R HIGHER, WILL CONFORM TO ASTM C1012-95 AND CONTAIN THE FOLLOWING MIX PARAMETERS: TYPE 5 PORTLAND CEMENT WITH A .35 WATER / CEMENT RATIO; ASTM CLASS F FLY ASH (20 WA PERCENT VOLUMETRIC REPLACEMENT); SUPERPLASTICIZER ADMIXTURE (10-18 FL.OZ. PER 100 - t uW LBS OF CEMENT). —— _ *CONCRETE SHALL HAVE ACCELERATED CURING AND SHALL ATTAIN A MINIMUM STRENGTH OF -.- t� 4,500 PSI. HE TYPE 5 PORTLAND CEMENT SHALL BE CERTIFIED AS HAVING LESS THAN 3% 00 TRI-CALCIUM ALUMINATE. ` G:3 � *ALL CONCRETE COLORS TO BE CONFIRMED BY LANDSCAPE ARCHITECT IN FIELD PRIOR TO POURING WITH SAMPLE PANELS PER SPECIFICATIONS. ! —— *INCLUDE PENETRATING MATTE FINISH SEALER ON ALL SITE CONCRETE AND PAVERS. _ CL to Z *PARKING, ROAD LAYOUT, AND DRIVEWAYS BY OTHERS. *ACCESSIBILITY COMPLIANCE BY OTHERS. SEWER MAIN W Of *LANDSCAPE ARCHITECT MUST FIELD REVIEW FLATWORK LOCATIONS PRIOR TO CVWD NO. 23191 CONCRETE BEING POURED. —_ _ *ALL GRADING AND DRAINAGE DESIGN, , < INCLUDING ALL FLATWORK BY CIVIL ENG. MONUMENT SIGN LINE O F IN �+ CL >- o CONSULTSCORE ATIONWITHWI HO LANDSCAPE LAYOUT SCORE SCORE JOINTS SHALLBEPROVIDED SIGHT SO THAT NO MORE THAN 400 S.F. OF CONCRETE IS OPEN. CONCRETE MOW P.A. 18 DI WATER A EXPANSION JOINTS — PROVIDE 1/2" FELT EXPANSION JOINTS WITH JOINT SEALING STRIP ; MAIN C VW D N O. Z O COMPOUND AND SANDED JOINTS BETWEEN FLAT WORK AND STRUCTURES 2 ,� U ry OR COLUMNS OR WALLS.Lj R W & WALL IRRIGATION SLEEVING: TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEVING m 7— UNDER WALKWAY — SCHEDULE 40 PVC TWO TIMES DIAMETER OF IRRIGATION PIPE. Of OZ (RECORD FIELD LOCATIONS) lit, 1% %w I I m�� Mow,%/ PA PLANTING AREA. CL Fw T.W. TOP OF WALL ALL MONUMENT' SIGN _ PDB POINT OF BEGINNING � * IRS GAT�N , LTH , �C STRUCTURAL DESIGN BY OTHERS. NORTH r AN PLANTING INJ THIS W U � *THIS PLAN IS INTENDED TO PROVIDE AESTHETHIC DIRECTION AND FINISHES ONLY. (� I I I r, _ , * W� I D E LK ARES, TO IBE MAINTAINED SCALE. 18 - 1 �C Q Z ADD 3 COATINGS OF ANTI—GRAFFITI COATING TO ALL WALLS. I.� GRAPHIC („ cc . � 0 � BY THE HOA. �.�.�. 0 < � SEE E. COMMOW, AREA ' 40TH AVENUE 24' 16' 4' — 00 O � LINE OF SIGHT LANDSCAPE PLANS. Cn SEAL LANDSWE ARCHITECT �� BENCHMARK: SHEET NO. � © z PREPARED BY. TRACT 3Q966R1 hP. No. 140060 P.P. No. 25,666 I— ¢ WORK CONTAINED WTHIN THESE PLANS �. 0P2r SHALL NOT COMMENCE UNTIL AN COUNTY' OF RIVERSIDE � t— ELEVATI 103.651 w►� .. ENCROACHMENT PERMIT AND OR A [MALIANI PARKWAY � - RSA LANDSCAPE ARCHITECTS. INCINC.. � rwo w©R�IIvc �. MASS DISC IN GRADING PERMIT HAS BEEN ISSUE. o BEFORE .�« DAYS BEFORE 73061 EL PASEO, SUITE 210 AVENUE 40 & ADAMS STREET 8000 > YOU DIG YOU DIG PA ESERT CA 92260 T c�c�c� lite a dfft 11 hS r — —. ' 'T t LANDSCAPE PLANS C� 1— s far assvr� TEIS- 7 ���— D9 Sim 17 I�+ 9 863 3624 FAX. 76U 773 561 z _ oa-3t- 5 �SHTS W cJ TOLL I=1 t-1 -2 s the a a of Win. the t cher c WA I GT t S T CONSTRUCTION TION PLAIN � .. � � �! , TIDE F.08 raft. Ott avd ari afehitect� I'ueu s Rv � f I�I>II( IIY IIA>E 08 31 2017 PUBLIC SERVICE �r .. �. o�>E � /_ / - FOR.. W.O.w.©. C�UNT�' t�.. fl@ far an 0 � SCALE. W&and the s far F L UNDERGROUND SERVICE ALERT � � P� CA _ _ � THE RN.lNGT�i E ,tP FILE I'dC�. . °_ - ow b CERT .1532, EXP D O/2 9 DATE. 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SITE: - D r- CAL . 116 1 Q A. __ �A Of f. GRAPHIC SCALE _ _ T I Y i R/ v 1 I — 3 < ,ti w w w - T c0 o _ � WALL { r- � E t x .. f E N 1 1 LL' H 16 81 41 0 thdkh Ld rn t F- 0 �r 1 1 I ��. r■ MAT I _ . , tL 1\\ a , • SEAL—LANDSCAPE AR „ ` t CSC � �Hi`t`EC �It�TE. c � BENCHMARK. SHEET �. © z PREPARED BY. TRACT 30966RI I.P. No. 140060 P.P. No. 25666 r-- WORK CONTAINED WITHIN THESE PLANS cn 0 � A � X37--6668 ��- -- LL NOT COMMENCE UNTIL AN COUNTY' OF RIVERSIDE �z ENCROACHMENT PERMIT ANS OR A ELEVAT 10 3451 DIAL DOMANI,. AN PARKWAY �►� waRrcrNc RGA LANDSCAPE ARCHITECTS. INC L V GRA©II�IG PERMIT HAS BEEN ISSUE. to BEFORE 6aYs BEFORE 7361 EL PASEO, SUITE 210 AVENUE ADAMS STREET 0 W 0 YOU DIG YOU ©IG PALM DESERT CA 9 �E T t�C�v � _ . . r'.�. � 2260 LANDSCAPE PLANS . EWT L SII �— The ardrtet a r —. O F= her ; EL O �6 - 8 3624 FAX. 76O 773 561 . . 5 — — QFS SW TS �tct. �fl1:r: $crt2t zsoo � v �Bracy a�tta�k�of «► �� t of repene�s ► WItINGTCI�I STREET CONSTRUCTION PLAN 0- d ,� afar mt d or acct AP � 08/31 /PUBLIC sERvir,� BY � P t>■c BY �� N'PR. �►� � 2017 . . �� � .. .. o FOR: v�� ° c �TY GL. �a��e r far an 0 SCALE. U8 det khan and rer�ri � s for F : ., u�ror:�v�u sr:RvrcE ALERT � � � ck� CERT .1 32 EXP DATE; .,,- �_ � . THE RILINGMN IUP FILE Nf3: I �e cwt. DiQ� t�litltT 3O f 1� �,1 8 1 �'1(, NIA _ MATO M MAT I I I�dAI l.�OF WORK o� 1 - E KEYNOTES t f 4 e E t } , f ' HT. PROTO--II SLUMPST: N WALL. _ 0 E L COLOR TO BE MISSION.. --- -- SEE SHEET 7 FOR WALL AND FOOTING DETAILS PROVIDED BY 3 l MANUFACTURER. SEE CIVIL PLANS FOR WALL LOCATION. 1 1 FOOTING ELEVATIONS MUST BE DETERMINED BY THE CIVIL. U BLOCK FINISH AND COLOR TO MATCH THE INTERIOR COMMON 1 _ ` I AREAS. P.,�.: 2 4 THICK NATURAL COLOR CONCRETE SIDEWALK BROOM FINISH. OVE AD 1 - - 0 , ,, =.! 3 ENHANCED PAVER ROADWAY CROSSWALK WITH 12 WIDE CONC. E O ROADWAY/ CROSSWALK NT E _ BAND SEE DETAIL B/L-7. PAVER TO BE 80mm THICK 1 -- - � j `_ � INTERLOCKING PRECAST CONCRETE PAVER , "DUBIN COBBLE-3 } —� ,. --- PIECE TOSCANA— SIERRA FONTANA" BY BELGARD. INSTALLED - I BY ICPI CERTIFIED INSTALLER INSTALLATION METHOD TO BE Ld _ - I /'W Lli DETERMINED BY WHAT IS REQUIRED' BY THE ICPI FOR I R —_ - - ROADWAYS WALKWAYS AND CROSSWALKS PAVER THICKNESS TO 1 E _ F t , 1 FrNC --- �--- BE DETERMINED BY LOAD REQUIREMENTS DEEMED NECESSARY - - V) BY ICPI STANDARD. PAVER SAMPLE TO BE SUBMITTED TO LA AND PAVER INSTALLATION METHODS TO BE APPROVED BY LA PRIOR TO CONSTRUCTION. 1 4 CURB BY CIVIL } PA 1 Q AFD 5 REF. ARCHITECTURAL PLANS FOR DETAILS. 1 - 6 HC RAMP BY CIVIL - - UTI L Y D 1 7 MAIN ENTRY MONUMENT SIGN, REF. COMMON AREA PLANS FOR P.A:. EAS NST DETAILS. --- _ - 0 WALL MOUNTED SIGNAGE, REF. COMMON AREA PLANS FOR } E ; 3- 1 1 4 - DETAILS. —— —— 32' TO CL— FENO � I - Q 6X6 MOW CURB,SEE SHEET 22 DETAIL STD. H-004 1 -- �- To CL DESIGNATED P.U.E. N ES G ATED P.U. R -- 1 --- �— F EN C 94B/T ROW CONSTRUCTION NOTES: co 1 THESE CONSTRUCTION PLANS ARE INTENDED TO INDICATE FINISHES, —— — _ :._ _I ACCESORY SPECIFICATION, AND SCORE. JOINT LOCATIONS ONLY AND ARE _ INTENDED TO APPLY TO ALL PLAN TYPES. 32' TO CL 1 IP0 , `I` 50' TO CLWti, c �.4$IGNATED P.U.E. — *CONCRETE IN HOT SOIL: E n - -ALL CONCRETE PLACED IN CONTACT WITH HOT SOIL DEFINED AS SDI WITH P R' ' _I _ , L A HOF 7 0 >� L �- HIGHER, WILL CONFORM TO ASTM C1012-95 AND CONTAIN THE FOLLOWING MIX PARAMETERS: P O E TYPE PORTLAND - � -�- E 5 CEMENT WITH A .35 WATER / CEMENT RATIC3, ASTM CLASS F FLY ASH (20 m.-. PERCENT VOLUMETRIC REPLACEMENT); U ERPLAS C - I S P TI IZER ADMIXTURE (10 18 FL.OZ. PER 100 P L FENCE 4' 94' B T ROW- I LBS OF CEMENT). 1 / c 11 CONCRETE SHALL HAVE ACCELERATED CURING AND SHA ATTAIN A LL MINI-MUM STRENGTH OF —— 4 500 PSI. THE TYPE 5 PORTLAND CEMENT SHALL BE CERTIFIED OV EAD 1 -- 32 TCS CL E ED AS HAVING LESS THAN 3 � SO' TO ICL TRI-CALCIUM ACUMINATE. _ UTI T `4 ALL CONCRETE COLORS TO BE CONFIRMED BY LANDSCAPE ARCHITECT IN FIELD DESIGNATED P.U.E. -' PRIOR TO POURING WITH SAMPLE PANELS PER SPECIFICATIONS. 1 I 1 _EAS ENT _ 4 MAI ( INCLUDE PENETRATING MATTE FINISH SEALER ON ALL SITE CONCRETE AND PAVERS, *PARKING ROAD LAYOUT AND DRIVEWAYS BY OTHERS. �'� POLE. 1 � � � 94 B/T ROW �� ._ _ _ , ' , E _ _ E *ACCESSIBILITY COMPLIANCE BY OTHERS. PR E 1 I N a �' ■ *LANDSCAPE ARCHITECT MUST FIELD REVIEW FLATWORK LOCATIONS PRIOR TO PLA E 'E R CONCRETE BEING POURED. pro.. .. , R I 2 ■ *ALL GRADING AND DRAINAGE DESIGN, INCLUDING ALL FLATWORK, BY CIVIL ENG. I - R Q . ■ - o _ �R I C PLAN � P.A. _... ; . ■ SCORE JOINTS — CONTRACTOR SHALL LAYOUT SCORE JOINTS IN FIELD IN CONSULTATION WITH LANDSCAPE ARCHITECT. SCORE JOINTS SHALL BE PROVIDED . 1 FEINC Ljj 204 SO THAT NO MORE THAN 400 S.F. OF CONCRETE IS OPEN'. — ♦ EXPANSION JOINTS — PROVIDE 1 2" FELT EXPANSION JOINTS WITH JOINT / SEALING _ COMPOUND AND SANDED JOINTS BETWEEN FLAT WORK AND STRUCTURES ` '' —� L-6 —'— OR COLUMNS OR WALLS. i — E — E } ; ; � ■ ==cn IRRIGATION SLEEVING: TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEVING UNDER WALKWAY — SCHEDULE 40 PVC TWO TIMES DIAMETER OF IRRIG 11 P , — ��� RECORD FIELD LOCATIONS A ON CPE. 1 _ � t 205 PA PLANTING AREA. uj I� N G Q 1 (— 6 T.W. TOP OF WALL 1 3 POB POINT OF BEGINNING �. *STRUCTURAL DESIGN BY OTHERS. �, � - - - _ R ;W F— O *THIS PLAN IS INTENDED TO PROVIDE AESTHETHIC DIRECTION AND FINISHES ONLY. «n _ — I¢- ■ *ADD 3 COATINGS OF ANTI—GRAFFITI COATING TO ALL WALLS. 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I xt r inn00000ft SUM AM a i 4 49 MEN ® m m B V (E®� is r•® i® 'u•••+ "�i .. �►-te l�■����..f�g�/�e ��dlf�=P Ti[-ai'e�_`rcp�s�twrxti�L�-a►,,Y.Is"`Q_'ri�i,.f ss•evr;?`rftp/�eff���rs i �-�-"fl■��,«��—'®�®.y`am7+a st P. @ i m@ a RYs'"!4a@i anE 4�_ptE 6_�-FY s r h!rEr a�0,A,RP�ay.a W d�rrP q-�e 4.t-Ib a�.a yoP�a-^s&vi4 im•_@��,- 77 .�s77 a s&a rFe 8 4 Yr� Y .�.nr k @ `�. _d el aa_ d: e -F @ - Ya I a ! • I/ Ld •® CA - � J U3F r ■■s Xi•E i s M e En El 0 E sIo.w loyl ! as IM1E t scum InME P ,IV`� im 110as e GRADING1 Vol 13 viol Milli 0 Jim TEM 3-21-17 Aoi HOE: PREPARED BY: BENCHMARK: 0 Mr WORK CONTAINED WITHIN THESE PLANS 603-37-M SHALL NOT COMMENCE UN11L AN ENCROACHMENT PERMIT AND(OR A RGA LANDSCAPE ARCHITECTS. INC MtM MW IN r■ee IF I L PALM D ' 92760 996" St 13F OLD 568—�§24 FAX: 760-773-5615 wAsMiam SUM :1 •m i . . . ® sit i1q P F-77177II' oi.: 1;- Y ! _ C SEM BY t ;'1 vt as,. e i e t s I t a@ #i a t t �t,-rt 1' t W�i ®® © �' + ,:.>�. ® a ®� - _ .1.-��'s • t • DATE: - !'4 F �a` � _ _®__ — 1 _ 1_ I € � � � �� ■ � � M mmmm mmm � � .� M ■n r■r�� = ■� = = =.== � � � �. Ire mmm � M ■m ■ s I FEN 0 I Q II = II ■ I CVWD f" TE• E St I � i I N�'R�DL h i < , fOR W"M CM OR UM EASIMMM CM VALL 00 zOINT ■ I � I I r-C>R cH� Ar�r Acs 1 I w Q .. ■ - I I I I u PiI'x'1.4 cIt ■ :4 I I I III CA AIS�TW MBOI M , « U a b � , ■ I i Q z I I i I wm��AND �EAB IT .. IMP ■ 1 I ' '�, Q III J -12 F R I I I o I 1 3 # ■ L I ` ` II ■ ■ - �� 1 I � °� co`Y' a I I III ■ ■ € I I la T9 j 4 3 3 ' i1 1 I € , I ■ ■ r f ■ € : f ■ ■ f , E f , E i 3 i l o � , 3. atim i 1 N E E ■ ■ 0 TS D E rJ M W T s P cn ■ � -#" I 1 I Ll ' SCOPE' � � ���.� f OUTSIDE - f lk vo o ; WAY _ LJ 0 RK. z { LLMD SCOPE LI 1 LL.1 - I E _ 3 0 I OF WORK. I I I I S S I MM 0 i ti , CL L,� P B-9 o > COMMON E ° „e� �: I SEE E I 1 2 � I I i I L [ CA AREA F f 5 S EET L-11 FOR T 1 SCHEDULE x - CL' W : I I I �3 I I I I APE iI P I • pa _ a� `�' �� LANDSCAPE SHEETSEE L-18 I — la (VOTES PLAN , (/•) . f I I 1 III € , SEE SHEET L�-1S FOR FF40 4TION = L al C �R L IIT �L I-AT1 1 NOTES I I 1 - I II II � � a. 01 0 LE 0 I r E 4 f _ _ W NCE i � I � �--,� E I U � I I CA " 1 I IL 13 IseFENC - � Z 4 - I 1 I J I I I I'I ,I f 3 V f -13 NORTH IRRIGATION NOTES: E E f €` � ,, �,r, � ( I ( � a,��� ' 1. THESE PLANS ARE DIAGRAMMATIC. I� _._ M II 4 ALE. 1/ - - o . o 8 1 0 a. J j III I 4 z 2. MAINLINE AND VALVES ARE SHOWN IN HARDSCAPE GRAPHIC SCALE _ I I I In ( FOR CLARITY ONLY. Q ` 11 ` I 3. CONTRACTOR TO ADD CALSENSE RB-1 RAIN BUCKET +- 10011 E H I `` ' _ :3 �w, .. T CONTROLLER. 16 s 4 o I I I Ia ' ` I .�.». © H E ` D v �� I I T s �, rn a 4. PROJECT USES POTABLE WATER . I `=. �a �m 5. NEW WATER METER PROPOSED. NO EXISTING WATER L U T ' �:w — � E I I F METER ON SITE. z I - E �4►�' "�AL B`�'T't•iE �'R��fATI 6. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING DWARTMID11T IS FOR WOW �I THE ROAD I E I I I ( CALSENSE AND CFDILMD REPRESENTATIVE FOR APPROVAL RK*fr— —WAY ONLY. I d III 4. a A CENTRAL CONTROL TI .� OF ALL CE CO OL SYSTEM EQUIPMENT LOCATIONS ka 4 I PRIOR TO INSTALLATION. 321 O C L I 7. CALSENSE CERTIFICATION REQUIRED PRIOR TO START OF t iy 32 TO CL E 90-DAY PLANT ESTABLISHMENT PERIOD. 1 I R/ v ti. 50' OCL _ . _ - ' F ESN E 0' - L 5 OCL , € S G AITED P DEI N b .U E. .0. 5, ; £ I DESIGNATED P E. g E SII I a i 32 T6 CL �z 0- ROW 3 /T , 9 B R�W ,z �x� ' � a_ ( � Z ORDINANCE NO. 859.3: 1 I I 50' TO ICL Q �—_ 1. 1 AGREE TO COMPLY WITH THE CRITERIA OF 94' B/T R W R/ ( — DESIGNAT P.U.E. M m w J ORDINANCE NO. 859.3 AND TO APPLY THE CRITERIA " I l x F�N ,• I1 _ 32 T CL ( m = FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION f I 94 /T ROW DESIGN PLAN. B a � o I c a 50' CL l s ssa� Ld Z 2. PRIOR TO BACKFILLING, THE PARTY RESPONSIBLE FOR r CL ' - I DESIGN TED P.U.E. �..i .€ t) W IRRIGATION INSTALLATION SHALL CONDUCT A 1 i i 0 :2-y , � � ;W _ fo E � L�.I PRELIMINARY FIELD INSPECTION OF THE IRRIGATION I - 94' B T RO ° / I SYSTEM. © E— d > E L I i OV EA O Li ti o UTI T p- P r � i I ' s -� 41 - I EA ElT Ip` StREET //\) Y ` f LIGHT 13I a d P x Y• e I e a - OLE P WER l _ , f UJI4 E OLE I p I n - 3 ° s z ~. t I I r cn , t 4 1 z _ c�c - s I , I d w 3 e A J I - 4 , 3 i1 , CVWD LANDSCAPE APPROVAL Q _ - Q --- „_ These plans have been reviewed by the Coachella Valley Water _ J - r ^ _ R v , District in accordance with California Governemnt Code,Section C.� � h I 4 R � � e _ i E � /i �+ J,€ W CL i _ 65591 et seq.requiring efficient landscape e and irrigation design in I ,- LINE 0 F B-s ( E ,? p w.. F e, N T LL' d i I I cooperation with W � - _ ,, ,° .,L � p the local governing agency(City or County). SITEI , R D - I r W= g Approval of this drawing b CVWD staff does not constitute approval royal I pp g Y pp R T I Y . / '� to encroach into district and USBR Rights-of-Way. Trees, laps,walls.;. LY_Ld CL p lie and permanent structures of any kind may not be planted or installed - I I E L N L i W W � ( - a ' � IT in CVWD and USBR easements or right-of-way without first obtaining WALL I r - I t l an encroachment permit from CVWD. € E i µ I , 4 _ [ ho 11-7 k4n:4 W _QrIOIL 13 3 i Date WATENAGEfvtENT[CEPA NT -.r- -- � f � , M ISE �ry LAS 2 . c� z ary p � � E t i MMMMM�m me CVWD Plan# EVEL ['HENT 1 - ° DEPARTMENT w © 0' w.� _._ I I � . _ r r D 4 .. SDI= E ' � SEAL LANDSCAPE ARCHITEC z NCTE. BENCHMARK. TRACT 3096681 f P. o. 140©6 P P. SHEET Nfl. � 0z PREPARED BY. Q cnv�: i— , WORK CONTAINED WTHIN THESE PLANS hlo• 25666 6 - 3 SHALL NOT COMMENCE UNTIL AN COUNTY OF RIVERSIDE cn , .: ElLEVATIM 0"51 12 CRA EN 4 CHMENT PERMIT AND ()R A D©MANI PARKWAY GRADING PERMIT HAS EEN U DML RGA LA DSCAPE ARCHITECTS. INCBRASS MSC IN �., B SSUED. c� o � UYS W 73061 EL PASEQ SUITE 210 AVENUE 40 ADAMS STREET _ Q w Y�, P PMT v > c� YOU t AI . DESERT, CA 92260 LANDSCAPE PLANS .._ 4 2 T OF [Ln lke #I � �r TEL.. C 568 3624. FA: 7 7 c� H- ►+ � X. 60 7 3 5615 _, T ,, - _ IRRIGATION PLAN Tou F�� � � ��� o � W �Tt�V STfi�ET � � e.� � � ��e a�#tel: a, • e �d � • � a � 08/31/2017 FSR• W.a. `COUNTY J -I' YIY� BY �AIE APPR QAIE � _ C� CL A PUE�.IC SERVICE 8Y .. .. R F L +� SCALE. EL �r � aAd ibe I�Ir CA FILE NO. , u E�u�ua SERVICE �ii.Et r MffffCERT `.1532, EXP 9/3 2019 [SATE. H.L8 =lo y. N/A am Ily th e - — I -- I { E i 1 Mill M111 M111 Lmmmmm" mmmmmm 71 e f � '� 6 f I _ Ii 1 VE ,�fl _ TIL Y ( J $ 1 i i AS I�- I _ } 1 13 - 1 I 1 i i �r - I 1 - ,13 • - - I � I 1 w 1 _ 1ryF 1 CE I 1 ILn 1 — 1U E 1 0 0 1 3 — — u IL Y 0 _ 13 1 1 EASE NST I _ — I 1 f 32' TO CL- 13 i - O' TOCL 13J I - ESI NATES P.U.E. c - I 13 I - B 1 a 13 CO1 I - F - 94' B/T ROW ' m _ 1" 14. 1 I' 13 1 ,, °,-, _ - J ORDINANCE NO. 859.3: 1 . I AGREE TO COMPLY WITH THE CRITERIA OF I 32 T 1 _ I ORDINANCE NO. 859.3 AND TO APPLY THE CRITERIA 1 O CL ( I - FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION 50' TO 1 ( 1 LLJ DESIGN PLAN. i ( I III I - - I — 2. PRIOR TO BACKFILLING, THE PARTY RESPONSIBLE FOR L I I i ESIGNATED . J.E. PO E 8 ( ( — E - I IRRIGATION INSTALLATION SHALL CONDUCT A FENCE II 1 f 1 III P L I .. , PO E 1 � PRELIMINARY FIELD INSPECTION OF THE IRRIGATION - F ILL I I I LII L 1 _ 1 ; I SYSTEM. 94 T ROW - I I � �` _ 13 1 _ - I ) I y 32' T CL --- N?a£ 1 IRRIGATION NOTES: v EA D �i I I I B 10 i _ I 1 . THESE PLANS ARE DIAGRAMMATIC. III 1 3 5o TO CL y 2. MAINLINE AND VALVES ARE SHOWN IN HARDSCAPE TI T 1„ 5.3 � � �_"r DE IGNATE� P.0 E. 1 I I FOR CLARITY ONLY. III EAS ENT I 3. CONTRACTOR TO ADD CALSENSE RB-1 RAIN BUCKET 0 E _ f E El " 1 111 � I -- ,- W - 1 �' ». .. AT CONTROLLER. —.__. _.. . rl� P E 1 i 4' BST ROW -.-' - I I 4. PROJECT USES POTABLE WATER . L E - Ix 5. NEW WATER METER PROPOSED. NO EXISTING WATER w I I I t _ o,,13 METER ON SITE. 10 I I 1 � ■■ o 1 I , _ I I 13 6. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING �: � CALSENSE AND CFD AMD REPRESENTATIVE FOR APPROVAL - R I KLAN . O I OF ALL CENTRAL CONTROL SYSTEM EQUIPMENT LOCATIONS 0 1� I ( I I III - R � : 1 � �� � w. ��.�m � PRIOR TO INSTALLATION. -- _ wW. 1 F EI �0 Ile - 7. CALSENSE CERTIFICATION REQUIRED PRIOR TO START OF 20f I 90-DAY PLANT ESTABLISHMENT PERIOD. I 1 I I I I wood i' I I I I I I I - L-13 LI IOW III i ,mt L J 3 _ 3 t I 1'' = , I I I— III - I 1 ■ I I 113 as._ ...`.,. LTJ I r RW z . I - I I I I I III L--I _ 1 of E < II ' a� E r NORTH I I I 32' T ICL 1 W I ■ ■■ I 1 1 1 SCALE: // I I 5G' TO CIS 1 r. _ E _ KEY RAI�H� ALE z 1 sIGNATED 0 U I I II o I I I 1 I Q TI I 1 I - I 24' 1& s' 4' o I I I I I 0 SEE SHEET L-11 ►T� SCHEDULE w I ' B/T ROW - 1 AS IST .� M � I I 1 , f�� ��_ �E �� L-1$ R It1QATiC)N NOTES -. a CVWD LANDSCAPE APPROVAL ._ - (� These plans have been reviewed b the Coachella Valle Water . � � �1-fiEET L 18 � I��IRIDIATI4N p , _ � _ y Iw - District in accordance with California Govemernnt ode Section Lq CNERAL T'ALL.A►T' 1 NOTES W E=1. 1 - I- I - I r 65591 et seq.requiring efficient landscape and irrigation design in LLJ cooperation with the local governing agency (City or County) _ I I 1 E — A�rA� BY THE ATM E i I ART1htT 8 1AfC�C � THE, FEN I I ( Approval roval of this drawing b CVWD staff does not constitute approval F— p I ' _ i � pp g Y pp II a �,� FIGHT-OF-WAY to encroach into district and USIR Rights-of-Way. Trees Ions walls Of, Q I ( N�RL 1 ITR�G g aY p Uj - (� ( ) I and permanent structures of any Find may not be planted or installed II W W W Z ,I 1 i I i 1 - I in CVWD and USBR easements car right-of-way without first obtaining, 0 NT 1 - I I I I an encroachment permit from CVWD, 5 d z _ U I I I I I I NO P�i1� OR T �C1iRl�OR LIM ,: Com'WLL o () (,0 0 I I I III MW BE REBPONSO-E MR CHANM OR REPLAN'©F ANY DACE � !� �� �►.. � ��t` Of t— D I i . I BUT NOT L�T4 DEC���R 7W Date WATER MANAGEMENT DEPART SESa ,. CURS,t1UT1Ef# EYMALKS PLAh�1 i M C ATO ANS F'IELATED � r�TAt.t- L4=' °� C� z W M CVWD AND/OR USM EASEIAWT CVWD Plan#' EVEL i'MENT S' DEPARTMENT ��� CL _ � SEAL LANDSCAPE ARCHITEC u, N0 BENCHMARK. ; . SHEET NO. TE PREPARED BY: TRACT 3d966R1 LP. No. 140060 P.P. No. 25666 5 z WORK CONTAINED WTHIN THESE PLANS +�011N TY' OF RIVERSIDE MALL NOT COMMENCE UNTIL AN cn ELEVAT IOU51 1 R A .�� ENC D CHINENT PEI AN ¢ (1R A DaIIANI PARKWAY RGA LAtt�SGAPE ARCHITECTS. INC � j ... DISC FADING PERMIT NAS BEEN 1 � SSUED. � KF � ����� 73061 EL PASEQ, SUITE 210 AVENUE 40 ADAMS STREET Ld TE POST c� c� cv U PALM DESERT CA 9226D LANDSCAPE FLANS 1be, a1I tae for - 2 FT OF OLD 5B 24 FAX. 76D 7�3 � �- 5615 ©�SHTS � z z — IRRI ATI'ON PL , TMI - A a Et �. � � � W��N Y � STET � 08/31/2017 FQR: W.O.tl �► PuB.tc SERVICE ear .> w '' c�uwTY c� sc,��E. F rl (e CA — _ R#11NTN SLE NO. < c� CELT 0.1� �, EXP 0 3D 2D19 DATE. H /a o y; N a 0111111 4 be 4110� f�0llAlS' 11�'1�' <�'�1► ia. �'E11111E 111 1�:� x'111! � �� 11111®'111 �til/° ,�m:�I�i!•1 �i� � gx 4� E --------------------- 9 F ® 1.111 MAIN,AVG M 11L m X11! 1 ■cif°I1�i1 '® II . Q - Mid i ! �11111111��l��l� '11111k f#1f1�41■11 �� �l�'1 � �` � Vii' � � 1-! ' m`�•.=ice'M MI!'11R ' M :l1 11 a= g t , �I� �€" ,19®'x;'" �1i1li1•�i�l��� 1L _ 8 m s pis as ® ,f won a � 1�;�,. I• s. P°' - '-.••? . l sw�, - pv_" 4 sx, b qe v{;1:3& i - Q -1 i r `It11i1�:1•il9i�,t '11111f 11111',111111f111111 1�i.�'� we :lt I � - 1 1 . 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'- .-.STEEL ENCLOSURE t WION BRA L00; S_(T"T WE MATERLAL SS E W XT) fA A (1 ROQUIRPM:(LINE SIM 14IR IN 0 RMAR" FMM, Qum MOON TA� R WT -RIES): IF NMLNTM -SINEEP" SIM, I � aft 1 1 BF,tS- S NIMP OM PLAtE AM NhMOMM (T EE T 's NI C ES _..1, x-T -T 4, '_T U us L TH VA Deems A6 Rooft 1M NG_ _ BRAISSICOPPER MAINUNE ON'�-F� TREEAW SACKFILL WEMAL F @ - = R -W -R: Q)Ow GAGE c U,2 j F M A E CONSTRUCTION GRADE-30"W-1 .BEGIINNING IRED) jiw PIEkGRAVEL PUY LINE _ ,(l REQU_ Re OR A /2� BRASSORONZE BALL VALVE I VM TOP OF NON44,100 -ESf :P __T V WOW FT QAQ9::M0UNTM 9RAOMT 2w _11 00 STE, E OF I SIZE w F A r T�KNV WITH DRILLED,HOLES, T STAlNU E-38 STEEL, T TM, ktv Ows MO TM 6, RAINERENCLOSURE FtECYCLEDWKMRVMFWNG - T H 0 0,911,110FRP-: NOfto PRESSURE LAJERAL ..0000W FORWIRE 1:3. U1 Q) 40 (SEE: -T:FtN -0 [owabiW 44711, D CAME -CA MW E. 0 MT14 401itk LINE SLERVE(SEE SPSCIFIC� TAG (PEk LAOtAL,STAARIA" U A.. A BASE FDOCONTRI ERY loan 4WERSiDE 4 ZOEM WINWRmt ,S.c ................... ............. ...................... E T G-A -St E RAIN-BUCKET C -AIMEDBASKET TRE H Wit HA RE. STMNER AT REETC.Q.How,Nq' $0 OR TED 6.0 3- 1W, -0. M SLEEVING DETAN , N RECLAIMED BASKET STRAINER 0 ET GAUGE P RAJN BUCKET ORDINANCE NO. 859.3: 1 . 1 AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE NO. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. 2. PRIOR TO BACKFILLING, THE PARTY RESPONSIBLE FOR IRRIGATION INSTALLATION SHALL CONDUCT A PRELIMINARY FIELD INSPECTION OF THE IRRIGATION SYSTEM. Z 0 IRRIGATION NOTES: 1 . THESE PLANS ARE DIAGRAMMATIC. 2. MAINLINE AND VALVES ARE SHOWN IN HARDSCAPE 0) FOR CLARITY ONLY. W 10 PIN 3. CONTRACTOR TO ADD CALSENSE RB-I RAIN BUCKET 00 AT CONTROLLER. 4. PROJECT USES POTABLE WATER . 5. NEW WATER METER PROPOSED. NO EXISTING WATER METER ON SITE. SEE SHEET L-18 FOR ffVGAT1ION NOTES U W 6. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING z CALSENSE AND CFD/LMD REPRESENTATIVE FOR APPROVAL 0 Le) OF ALL CENTRAL CONTROL SYSTEM EQUIPMENT LOCATIONS SEE SHEET L-18 FOR FiRlIGATION PRIOR TO INSTALLATION. GENERAL VNWALLATION NOTES 7. CALSENSE CERTIFICATION REQUIRED PRIOR TO START OF Z 90-DAY PLANT ESTABLISHMENT PERIOD. U_ LL_ wo CVWD NOTE: LAJ ANY NOT SE ev FOR CHANGE OR R9RLAC8AW, OF SLVFACE We z SLPxhI1PT3 46 P�va 301809M M�- ILVING BUT NOT LAWW 10 011500RAIM CONCrEM LANDOCAPM 0 z 0 01 ry W FINISIH GRADE C4jrA currm GATO AND FIRATSD ArROV9MEM INSTALLM LVE13001(f W"CM AM ICR EASSOU 0 1 PVC WH 80 RISIIER HOLE W1 Le-40TH SCH 4 4 GRAVEL SUMP IN "A PVC T, 0 FUE-1, SLE i6i), � 4�L T TOP do f#'ce S) C z Ci- , r 9) VALVE.......XIML 0, VWD LANDSCAPE APPROVAL 0 V) OF FUM FAWWAMAID Coachella Valley Water OUTSI am (a LrT These plans have been reviewed by the District in accordance\With California Governemnt Code,Section (4) PVC,SALL VALVE NE _P1 ED! Q n Z W, ' SIZE RIP TUSING'LiVITERAL LINE 65591 et seq.requiring-efficient landscape and irrigation design in LLj P. T Ep cooperation with the local governing agency (City or County). 1P M_, W-A y Approval of this drawling by CVWD staff does not constitute approval ry LLj and permanent structures of any kind may not be planted or installed LU Li LIJ in CVWD and USBR easements or righf-of-way vVithout first obtaining FWAIWO mmmkw VNA jAM, -'- MM z an encroachment permit from CVWD. z M I 'T TOP.001W D z 0 RA Uj ql&Ln Cy F- 56, 0 Dote WA A A M Th-A e ENT D ENT U_ z ir L43= IV 4:0, 88EMBLY 00 0 FECLAIMED MANUAL FLU%i VALVE A, )P -1 V) —1 CVWD Plan MER S-�7 ,RAN IDEPARTMEN 0 CL 7— 1-� V) NOTE SEAL-LANDSCAPE ARCHITEC7' �I, 0 z PREPARED BY: BENCHMARK: 7RA C T J0966R 1 L P. No. 140060 P.P. No. 25666 SHEET � 0, 0 WORK CONTAINED WTHIN THESE PLANS MOM AW 603-37—" SHALL NOT COMMENCE UNTIL AN V V) 10,5 ENCRO COUN7Y OF RIVERSIDE zzz ELEVATMO 103.651 ACHMENT PERMIT AND(OR A 16 Z, DIAL TW WM#4G RGA LANDSCAPE ARCHITECTS. INC DOMANI PARKWAY , 'M ITT! GRADING PERMIT HAS BEEN SSUED. BRA= DM IN 'R3 a V) BUM L i 1 9, LLj DAYS BEFORE 73061 EL PASE0, SUITE 210 AVENUE 40 & ADAMS STREET 0 YOU 011C YOU Mo P M D SERT CA 92260 CGNMTE PMT Z IL I L_ , %1, 0 , ii TE 566-3624/ FAX: 760-773-5615 2WT SE OF 12.1) LANDSCAPE PLANS Ix 0 TMI FW, I-M-227-2M In be W d ft"Cim IRRIGAT10N DETAlLS OMSHTS �zz WASHDGTM T A PUBUC SEWICE SY qpmW or d an*j*b 0*b6*wftd FOR. W.O. WX BY ME M WE 'Ad4d4*&-, 08/31/2017 aFui ry - - IV < UNIMMO SEM MERT 3h%d mpnA for*kmi*m cok W&oW re*te On for IBM SCALE: THE RIMTON FILE NO. WW CERT Z.1532, EXP11/30t"^ 19 DATE: by to orh Dow cm 0 H: /A V- N/A t VIEWOF PWROLLER. 2 Z (L z ZS_ Z 0 $92 14 W. & OWL Jr. .......... 71, W LLI W z VW r �1 71l U U� z T L I LOWEIRIAttiW104,00INTROL 00 M .. 19 ABLE.TOIAEWON40h"TRAFFIC DIRECT I M.1 0 1 F-I I R"I C WHILEACCM04COWFOUS1 -lit 1:1 PIPE 71- 14, JA 1-1111.1 T OLLOWING MUST 13E COMPILETIIEPWOR TO REQUESTING HE F MW PROPOSED 904"MM.00KTROLLIERIOGNMNAND: LOW VOLTAMANIFtm,31AAAKOW 4 /T\ F WSH GRADE ORIENTAT104 F-CRAPPROM BY, AM T NSMILATION. OWTIRMLIERS41141STAILLEWMTHOUT �FILL INNE WITH S C OF PEW"AM P.W. -OBSIM" i'mS.ip.. .PFLY LINE PREAPPROM:AM�$LMXVTO:FMIAOOLAM�RE-L-OCATM4 WWW ,X MER THAN 1 -01 ER tom"Tw$w S KFIRM WRI TVM Y1 .1 00 VON$DIR 0 Se rECT ED 'MI LINEI E 10 �.Iv J,_10 " I'll ED PROAM SQUAIRE FOOTAM FM EACH ZOM ANO NPLITAIR -ALL ROUTWIBIETWMN /111ft'N NON+f�t RELATE mom UIRE,SILWOU Y_ COMIROLLERAW RB#M COWMIL SIX[NdA 10 NW-UP PRE-101-19 LINE Im W, N�O VALA"SMLL BE A CONnN OT4- 0000CREM METER BOX SAr FROM, tmf-j C- T "MIN R S E0 0011*4ECTOR 0, rj$T . _ _w 6 -W ...... RUIN, 11TH K WIRE "ER.. WADE cc"'. 11101-,AT,10" PR. VI .E:MA-.NUFACTUFtER�.-CMIFI'CATI.0-N Rit INNO.'CASE No MANUFACTURIIER'S LETTEFWEAID AWTSR METER 0�, �:WRGRAM oWW11PLIIICES SHALL ONLY OCCLA OtAWATEM .-ISM=STANMRW: 0: PR�011 010INTIRMILERT0111EARN.FLOWS FOREAC" STATION, ATTHS:REMaMC0N1110LAAkW. TYPE K.,00WE 89MACE.1 LATEIRAL WITH:A fifiNIMUM FLOW'OF 4 am ON AWONE STAWN m AR. 14 Im' 'I T1, IDARDS W, TEIR DW I I A Am M , t -In I-_ -�X 22 t n� _C0kft'M- TL PUANNM F 'COW" 1:ma _Mk , -00 TL _! Ajoaaw DA 7 .. .. ...... ........... ..... TRENI" CH IN LA GENERAL. CONTROLLER R .. .... . ...... Low VOLTASE WRE TYPIM WATERMETER 10PROM Irf- MPH, fl, Wff W�� ONLY MOMACIDAENT ci Amy N t 3A 1 ............ LA Ri DSCAPE 8 GENERAL CONTROLLER FEOU69EMENTS T LOW VOLTAGE WFE.CONNECTOR U TYPICAL WATER MErER - PQNNE��i ONLY ORDINANCE NO. 859.3: 1 . 1 AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE NO. 859.3 AND TO APPLY THE CRITERIA FOR TR EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. 7W: 2. PRIOR TO BACKFILLING, THE PARTY RESPONSIBLE FOR IRRIGATION INSTALLATION SHALL CONDUCT A PRELIMINARY F ELD INSPECTION OF THE IRRIGATION SYSTEM. 0 IRRIGATION NOTES: 1 . THESE PLANS ARE DIAGRAMMATIC. It 2. MAINLINE AND VALVES ARE SHOWN IN HARDSCAPE U4 0) FOR CLARITY ONLY. NM LO 3. CONTRACTOR TO ADD CALSENSE RB-1 RAIN BUCKET 00 Vz 7 ANORIE Tt"M A ELEC TRIC AT CONTROLLER. 1=:�H t EACHL 4. PROJECT USES POTABLE WATER . 5. NEW WATER METER PROPOSED. NO EXISTING WATER 'SHALL HOE Mm"L IF' 0(_ METER ON SITE. __U7 SEE 9-1EET L-18 FOR UNIGATION NOTES MAXIIhm SEPARATIMI 11T 6. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL 4 Im ARJE:�WZE Uj -EAS INS' T R AR z CALSENSE AND CFD/LMD REPRESENTATIVE FOR APPROVAL AILIL < U) Of ALL CENTRAL CONTROL SYSTEM EQUIPMENT LOCATIONS -18 FOR FfNQATION SEE SFiEET L PRIOR TO INSTALLATION. CiIIENEFtAl. INSTAI-LATION NOTES < 7. CALSENSE CERTIFICATION REQUIRED PRIOR TO START OF 8,0 TOE NIPPMr z 90-DAY PLANT ESTABLISHMENT PERIOD. IRE 'E 4L FINISH ORAM 'U G' U 15 FW 7 1ER 4 1,00 Ro E,rSPWF TI S ID-V... BMW (SE ICAr�®rlhl CVM NOTE: U�N :*�Wbai Fit 0 AR N CUTrAOM I I _ 1 NO PSWAANW STRUCTIM OR I W"CM OR UM EAW"M OFM WRJ- TO:TOP)OF NAALLME.WX�HOLM Wt Ile Fe&V0#*WLE- FM CHANW OR FiftAC113AW W-ANY, SUWAICE 8"'DWETER CLLjW VC.Si INSTALL FILTER FABRIC Lf"OWBOff 010=1110 BLff Wr LUTIED TO DEVOFANM CONWLRE�LANDSOAPOA .LE. V.� Of"T Z tj5djt�. 'A TOP OF GAL. D 0 "IL; UM swWAILICAPMANTM 0MVE S P11 PL �PWWSSLMI --S-1 HP K LINE z cum au"M QA1W AM FMAM PARROV113AS":NWALLM �E PRL #V/CR tGM EA81130ff 'EMUF&r SLIMLY UW %flM CM Al E", jML WITH H M_ _1XIE,a U- 1 slow, F11 OZ �F-ERL FORSIZE), SALLr rr < (SEE D' $I-Irp,)(;&I,P'L'M":LDE(a�RF-E:ELL M < (4, RE' D-) CVWD LANDSCAPE APPROVAL F5 ct z 0 90 AM._ WPftY1L1N TO U) These plans have been reviewed by the Coachella Valley Water 0 (L 4EAT BRMO ALL V�AIL! PER District in accordance with California Gov e-rnemnf Code,Section LLI Z 65591 et seq.requiring efficient landscape and irrigation design in < Uj �,T E ,? cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not co-nstifufe approval to encroach into district and USBR Rights-of-Way. Trees,plans,walls, . ........ and permanent structures of any Vind may not be planted or installed < NMRMCDWM17M PLAfflM:MD:: 101S'T R n ...... ................. W, UJI Uj I N in CVWD and usBR easements or right-of-way wifhout first obtaining z ISOLATION WE VALVE h""Lll) OOMIGUW 0, an encroachment permit from CVWD. z AP"WM A FMAPTO. z OLI-7 Uj 0 To ucae T DEPARWENT WATERFMANAGEMEN ry F- 0 ------- V*LVE g4lyq� UL L4=6 0 6 P 0 u 11 V ISOLATION GATE VALVE W MANIFOLD CC*F4GURATION SINGLE ANDmuL*nPLE VALVES CVWD Plan U) 0 a- i I W (n NOTE: SEAL-LANDSCAPE ARCH11W' BENCHMARK: SHEET NO. 0 Z , PREPARED BY: 7RACT 30966R1 LP. No. 140050 P.P. No. 25666 - < .0 (n 0 11, e It WORK CONTAINED 'NITHIN THESE PLANS 60-37—W '10 AA&VVVVVVV0/W%A*A~ COUNTY OF RIVERSIDE MNVVWVW^Nvwv~ SHALL NOT COMMENCE UNTIL AN TEO& 10165-1 17 ENCROACHMENT PERMIT AND(OR A RGA LANDSCAPE ARCHITECTS. INC DOMANIPARKWAY DIAL M WORI(ING SSU MtM D= IN 0 V) MORE DAYS BEFORE GRADING PERMIT HAS BEEN ED. AVENUL 73061 EL PASEO, SUITE 210 E 40 ADAMS STREET UJI CONCIETE POST W 29 4 CY� 0 YOU DIG YOU DIG PALM DESER CA 92260 LANDSCAPE PLANS 29VT SE OF OLD 0 1k0*b**9dW ta*k"m0efor TELI.'�-�O-vs 8 3 24/ FAX: 760-773-5615 OFMSHTS, z Wket 227-211100 #*="ad k#4 nt of 6w"Ids zz WA*IW� STIRM [RRIGATION DETAILS < Fok. Ty , CL < Gaff mdm*be P*"*vad A A- 08/31/2017 _j A PUNK SERVICE BY E*d% =**vd or a ss fff Off NK DAE op 1[11� OWN '000� a_ x*rAk fe&W*m=*A W&ad m*k On for SCALE. �0. SERVICE ALERT THE RLIW,TON OR" FILE N WDERMUM ATE: N/A V- N/A ....... 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I . �,0� 3 ®� 9V®C ■:V� YfibQ ■YB atl � �I �1 _� II ° 11li . l �"/6 ��®1�4 ■ 7ii �Itlt _ � i� auf�ii�ii ■ A ■ Q � ° ■ _ IB41,11 _ , r.�® �'�'^ �i �® ' to¢ •! ,��s�d as ro..a� Ia.a-.4� ,�. 3$h � s�e�re �� A;���1a,i �. !: fey P-� F v.w._. � ---- ;,��� ' � `�. a:i„z -.-� � i' a-- � ®t¢ ' �"yo�s � ff xE'. I", � kaa`" polq loll r� s `. t - I /7 --- 111 1111 lei SIR A dh IJO • lam' ' ♦ • m • �` ", • ® ""�! �! ■ ■ ® ® • - �® ® 1, ..R 'i • ' • • ♦ - - '• ! • ♦• ' • @�' w ■ ■ ® ■ ® ° ® , a ♦! "'! t ”! ' ♦ • ' ♦ ! t''• • - ! -,tom' � ! r! '',� g - " _ lam ''" ! "`! ! ♦! " t • " ! ! " .ea ! ! • !�. � • � ° ■ ° „ d ■ ■ � � ! °�' ! ` ♦ iti, ii ice, i ! " ♦ • °` �® ! • ! t ♦ � • � � � _" m •. arm � - i Ilk R• - ° 9■ . • IkL i t • { ®$f sP'P ssai a. „s rvi,il�s a w i t.;s � I a s;k.is s., �_-�m.ti s �a� � � a� 4 ©® n a wg .�4.. a 1@ � � 6 °�°� ° i � s � { s�, ' ; i s s�e, s .a i a r s i.s ;!.@ I s..� . ,3 4°@ p � ' �� 4� • � • r ' � P'-i � , II TIAL ESTABLISHMENT IRR CAPON SCHEDULE . ESTABLISHED IRRIGATION SCHEDULE Water Effllcrent Lantlsape Worksheet . <.a ..January _ February March January February March Domani parkway ' imes per dmina es per cycle days per week tart times per minutes per cycle days per tart times �r a minutes Per cycle tart Shrub do emitters 7 35 7 1 40 7 2 25 days er week #art times per day Per cycle da sPerw�c tart times Per day minutes per cycle da Perweek start tames Per day m- nutes P�rc cle Shrub do emitters 2 1 84 3 1 Trice bubblers 7 1 20 7 1 30 7 1 30 P 96 4 1 108 APPLICANT INFORMATION - Tree bubblers 2 1 31 3 1 35 4 1 33 Name of Project Applicant. Telephone No: 75 - 24 JIM SHROPE Fax No: 750-773-5615 April May June Title: Designer Email Address: Jshmpe@rga--pd.com _. Ys # r veek` tart times per da minutes per cycle da spfr week start times �r da minutes per cycle da sPer week tart times { ' aYminutes per cycle April May' June Com an . RGA LandscapeArchitects Steet Address: 73061 Et Paseo, Ste. 210 Shrub do emitters 7 2 60 7 2 40 7 2 60 days week start times �r day cycle days week tart times per cs minutasperc cycle days Per week tart times da minutes cycle GrtY. Palm Desert Staff: CA121,p Code. 9228 Tree bubblers .. , 7 1 40 7 2 25 7 2 30 Shrub drip emitters 5 1 120 6 1 120 7 1 120 Tree bubblers 5 1 38 6 1 39 7 1 38 July August September SECTION A. HYdROZONE INFORIi ATtON TABLE a s per tart times per dminutes per cycle days per start times per cycle days week tart times da minutes cycle Irrigationation Point of Connection P. n.C. N . Shub drip emitters 7 3 40 7 3 40 7 3 40 July August September Controller Varve Circuit Irrigation %of Landscape, Tree bubblers 2 30 7 2 30 7 2 30 da sK�rweek tat timesP�da min ut percycle e da Pte'week tart times e day minutes per cycle daYsPer week Istart times { r day �r cycle' ', No. No. Plant T e s Method Area (33. Ft. Area Shrub do emitters 7 1 120 7 1 p 126 6 1 120 B 1 LW/MW D 3460 14.62010 Tree bubblers 7 1 38 7 1 37 6 1 41B 2 LW/MW B' 800 3.38% October November December B 3 LWfMW D 3600 15.21% days week . a tart times da :minutes per c, cle t!a s r w - Y f { Y eek tart times r da minutes per cycle days per week tart times r da minutes cycle a Shrub drip • p Y Y p� per Y p Y Y P l� Y per Y B 4 LW/MW B 10(ff3 4.22/0 . S np emitters 7 L2 - 7 2 25 7 1 1 40October November December B 5 LW/MW B 7th 2.96% Tree bubblers 1 7 2 20 7 1 307 1 20 days per week tart times Per da minutes Per cycle csYs [ "week tart times per dayminutes per cycle days Per week tart times r da minutes �r cycle' B 6 LW_/MW 3534 14.931, B 7 LW/MW B 600 2.63°10 Shrub drip emitters 4 1 1038 3 1 96 2 1 84 ID /O $ LW/MW B 1500 6.34 I/0 Tree bubblers 4 1 33 3 1 28 2 1 28 B 9 LW/ W _ D 3568 15.070/0 This irrigation schedule shall sole) • h be used as a recommendation r fo the initial seta and programming 9. y p p og g of the irrigation controller. The contractor is responsible for adius#Ingthe schedule as B 10 LWIMW D 3509 14.82% necessary to keep the pleats and lawn in a healthy state as site specific conditions arise. B 11 LW/MW B 1400 5.91% This im ation schedule shall solely Ybe used as a recommendation for the initial setup and programming of the irrigation controller. The contractor is responsible for adjusting the schedule as 0.0010 necessary to keep the plants and Lawn in a healthy state as site specific conditions arise. 0.00% 0.00% 0.00°10 0.00°!0: Water Use Calculations 0.00%0.000/& ,Landscape Documentation Package Checklist Domani parkway � 0.00 Domani parkway 0.00% Tract or Parcel Number: 30966 R1 Site Information 0.000/V Zone No 5 0.00°10 Assessor's Parcel Number(APN): 748-280-008 Total Tree and Shrub Square footage 23671 0.000* Total Lawn Square footage 0 0.00%o Project Location: INDIO, CA Total Annual Color Square footage 0 0.00% Total Water feature Square footage 0 0.000/o Landscape Architect f Irrigation Designer/Contractor N Recreational Turf Square footage 0 0.00°10 RGA Landscape Architects, 73061 EI Paseo, Ste. 210, Palm Desert, Ca. Total: 23671 100.00°�0 Number of Ptantsb water use %of Total Landscape Square Footage Very Low 0 1 0.000 0.00 Low 509 0.814 19277.66 In; luded in this Lalds a Documentation Packs a are: Mod 116 0.186 4393.34 ORDINANCE NO. 859.3: High o 1 0.000 0.00 1 . 1 AGREE TO COMPLY WITH THE CRITERIA OF 1. Water Efficient Landscape Worksheet Total 625 1.00 ORDINANCE NO. 859.3 AND TO APPLY THE CRITERIA Maximum Applied Water Allowance FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION WATER BUDGET CALCULATIONS DESIGN PLAN. 2. PRIOR TO BACKFILLING, THE PARTY RESPONSIBLE FOR X 2. Maximum Applied Water Allowance. (MAWA): Water or Total Sq. Conversion Factors pp Zone No. Eto MAWA IRRIGATION INSTALLATION SHALL CONDUCT A Conventional Landscape: 829.06 100 cubic feet per year Factor Ft. 411 0.62 748 CRITICAL ANALYSIS PRELIMINARY FIELD INSPECTION OF THE IRRIGATION Recreational Turf grass Landscape: 0 100 cubic feet per year Conventional 5 93.90 0.45 23671 0.62 748 829.06 SYSTEM. Maximum Applied Water Allowance: 829.06 100 cubic feet per year Landscape Generated: 2014-09-23 09:38 X 3. Estimated Total Water Use by Hydrazone: Recreational 5 93.90L I -- I 0.82 0 0.62 748 0.00 P.O.C. NUMBER: 01 IRRIGATION NOTES: Very Low Plant Hydrazones: 0 100 cubic feet per year Turf Water Source Information: 1 . THESE PLANS ARE DIAGRAMMATIC. TOTAL MAWA 829.06 Low Plant Hydrozones: 333.42 100 cubic feet per year FLOW AVAILABLE 2. MAINLINE AND VALVES ARE SHOWN IN HARDSCAPE Moderate Plant Hydrazones: 189.97 100 cubic feet per year � Water Meter Size: 3f4" FOR CLARITY ONLY. High Plant Hydrazones: 0 100 cubic feet per year Flow Available: 23.00 gpm 3. CONTRACTOR TO ADD CALSENSE RB-1 RAIN BUCKET W Turf grass Hydrazones: 0 100 cubic feet per year Recreational Turf grass Hydrazones: 0 100 cubic feet per year Estimated Water Use AT CONTROLLER. PRESSURE AVAILABLE Annual Color 0 100 cubic feet per year4. PROJECT USES POTABLE WATER . Static Pressure at POC: 70.00 psi Water Features: 0 100 cubic feet per year Plant/lrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Elevation Change: 5.00 ft 5. NEW WATER METER PROPOSED. NO EXISTING WATER � � - Estimated Total Water Use(ETWU): 523.39 100 cubic feet per year Drip/ Bubbier/ Micro Spray 5 0.9 19277.66 2 Low Service Line Size. 1 1f4 METER ON SITE. 00 Length of Service Line: 20.00 ft 6. CONTRACTOR' SHALL BE RESPONSIBLE FOR CONTACTING Season Zonal Eta Plant Area Conversion Factors Estimated X 4. ETWU < MAWA � Value Factor sq.ft. 0.62 748 Irri. E3f. Water Use Pressure Available: 67.00 psi CALSENSE AND CFDjLMD REPRESENTATIVE FOR APPROVAL af 0 PLAN SETS' Spring 20.64 0.20 19277.66 0.62 748 0.9 73.29 DESIGN ANALYSIS OF ALL CENTRAL CONTROL SYSTEM EQUIPMENT LOCATIONS Sumner 57.29 0.20 19277.66 o.62 748 0.9 203.43 Maximum Station Flow: 15.00 gpm PRIOR TO INSTALLATION. D Fall-Winter 15.97 0.20 19277.66 ae2 748 0.9 56.71 Flow Available at POC: 23.00 gpm p X 5. Landscape Design Plan 7. CALSENSE CERTIFICATION REQUIRED PRIOR TO START OF TOTAL 333,42 Residual Flow Available: 8.00 gpm < 90-DAY PLANT ESTABLISHMENT PERIOD. 6. Irrigation Design Plan Critical Station: B-2 C73 Plantlirrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Drip/ Bubbler/ Micro Spray 5 0.9 4393.34 3 Mod Pressure Req. at Critical Station: 33.55 psi Lv LL 7. Grading Design Plan Loss for Fittings: 0.09 psi I-- 1 Q ^ Season Zonal Eto Plant Area Conversion Factors Estimated W � � 0 � Value Factor sq.ft. 0.62 748 Irri. �f. Water Use Loss for Main Line: 0.88 psi Z -- 8. Soil Management Report Loss for POC to Valve Elevation: 0.00 psi Spring 20.64 0.50 4393.34 0.62 748 0.9 41.76 Q i t Loss for Backflow: 11.80 psi Lr_ Sumner 57.29 0.50 4393.34 0.62 748 0.9 115.90 Loss for Water Meter: 2.68 psi Cl' 0 1 agree to comply with the requirements of the water efficient landscape ordinance and submit a Fall-venter 1 15.97 1 0.50 4393.34 o.62 748 0.91 32.31 Critical Station Pressure at POC. 49.00 psi .� conhplete Landscape Document Package. ITOTAL 1 189.97' Pressure Available: 67.00 psi :3Date: 04/272017 Applicant: Jim Shape Residual Pressure Available: 18.00 psi Z a of Estimated Total Water Use 523.39 Z © w 1 Of ZO CVWD LANDSCAPE APPROVAL _ � J These plans have been reviewed by the Coachella Valley Water 0- F-- District in accordance with California Governemnt Code,Section i Q W E 65591 et seq.requiring efficient landscape and irrigation design in �' cooperation with the local governing agency (City or County). Approval of this drawing b CVWD staff does not constitute a Q ©'S T R,C� to encroach into district and USBR Rights-of-Way. Trees, plans,walls, _ � pp g y approval 112- W W No OR TIS W"CVM OR CY1M�WLL and permanent structures of any kind may not be planted or installed ( � I ANY 81J1 AC. in CVW D and USBR easements or right-of-way without first obtaining _ Z BW NOT�To�tTNE CONI TE, LANDSCAP1 , - -�-, an encroachment permit from CVWD-. Z CitW'i M SK)EWALK8^ANTM OATES ASE'?FA L ATEIDL*"OVEL4B M, TALLMV w - WITHIN CM AND/OR EA�'>• Date /7 W:ftTEA�IN ENT DEPAWMENT H LL_ APPWVAL B1( TM A110N DWART IS FDR 4l10W N THE L�7 0 0 0 ROAD 101'-OF-WAY Celt �►' CVWD Plan# E Lt�PMENT 5 ES DEP-ARf ENT � _ rry ta'3 SEAL LANDSCAPE ARCHITEC w ' NOTE: BENCHMARK. SHEET NO- 0 � o PREPARED BY. TRACT 3096681 1.P. No. 140060 P.P. No. 25666 WORK CONTAINED WITHIN THESE PLANS _:. move NVVWc 6th 37-68 i•-1 c SHALL NOT COMMENCE UNTI ZZ _.._ LAN COUNTY t'�F !�/1 `�. l�i� I- E LEVAT 1 + , � _ moi ENCROACHMENT PERMIT AND( [} ORA De3MANI PARKWAY c.� AY �� RCA LANDSCAPE ARCHITECTS:.. INC GRADING P T - �. .� IN u3 ERMI HAS BEEN ISSUED. r� �€ E ► 73©61 EL PASE� SUITE 21 AVENUE $ ADAMS STREET 0 w YOU MG YOU DIG PALM DESERT PC1�T _ CA 922fi02%IFT SE 13F M.11 LANDSCAPE PLANS ca _ _ _ _ A 60 773 5fi15 Z d SH TS c� tt�.L � -��� 2� •� ,. (RRIATIC�I�I SCI-I�CIJLIE Izzlz � � WA�I�TCI�I STMT Ih�. rail �IIe , b . �� ar � .�► 0 j 0� A 111 SERVICE BY �' IUIIIA( 8Y alb 0_ 3 2 7 �� � _ 8l ._ ,l Fig. �raI. _ COUNTY U SCA �. t LE UMMMM 3 E THE FILE N0: CERT, 0.1532 09 201 DATE, N/A N A P _ t� r�lurlY / w. V.NY C, CPU DA h :_w m o o ` i UM J `i ■ i Mii M� i i i i � . i i x i i i! i � i � iir• iiiii ii x _ E C CRE FENJE h -a �v 4I as - _ ROL CPU I��1 S R IF � N " o : DA o- Z O S FENCE € tI ( � I VTV s ;: z U © � ■ - h F LL > O LL 3 U - ' LFT ° I M L-23 ■ (NG Qf ■ TH LNG . IN f LNG J W i , z h ■ T s i s _ 1 f ■ � � g FENCE � � © � N ■ — TP ` Q h,` O EE �' ■ Ct+2 ° l LNG ■ ■ O TSIDE - � ; OW TRIP x € ■ L ° � �eh� OUTSI [ E LFT i ■ - _ SCOPE' o TH LNG ' s E ■ 10 - QRK. LNc 0PE °� i : w � e L L ISI D C S L ��MMONOF WORK. ■ - h 3 z � SEE A Q LNG x € A �A z. o �. � :�;h COMMON s. a _ AES' �� ■ � a x , I AR ■ .: L NDSCA AREA L, I a- a S• APE PAIN � �� �mh LANDS sv LFT h - ---- n �► ' — _ — PLANS 4 tn IMY UAP { .. ' x, a a AB E h o kt\R 0 L �.. < -� OLE ` E o 0 1 NIT 0 13 x. PO . > LFT € °h W Q I D O Y` AB- _ U U CAS' h I lhx`t U � E. a FENCE Q _ " 2 _ oQ s 4 3 ' — ? 13 LFT > •OJ / j/� 3 �r � h a - ; CM2 cM - ' _ € Q �` h z = e q g F : t = © ...r.` — CPU h E vOh _ p TF_ [� 0 - � u l HEAD l LFr0 � U IIT U T ' N E i Qjrql, _. E ENT E LFT I LFT I� h � _ { e 01 ; ='h TO CL LFr I 32' TO CL— - ' CPU 8 x iX TH ETT 50' TO CL - F C E � € TO C L E _�' � 50' i — � a # ii € x`a S k i °s W WE SHEET L-22 • 1I1■ IF;IiYilll. SCHEDULE Qa DESIGNATED P.U.E. .x I Qa as — 'DESIGNATED U CPU I D TED P �� Lj i DEAL A� NOTES O a : LFT E ; � �t : � 32 T C L � ,. � � _ LFT 94' BJT ROW g O 3 E E i i t 1 1 l � S� �.. � L ��M A�� ► FTEs m. A 50 TO CL 94 B T - . t / ROW D h : / Q �"— € CD A - -- DESIGNATED P.U.E. � -. m APPROVAL BY THE TKI?I+� C ' F�1'�T 1S�W 1 TM Zn 1 CPU E 2 OCL--- I ROAD rT -W 3 T - Y : � 9 ' B/T ROW °A 50' TO CL NO o { ; , a CD : Z CV'W�C� l JDESIGNATED P.U.E. TP w A �� i NOT BE RESPONSIBLE FOR CHANGE OR REPLACEMENT 00 ;: ,® O � ©F ANY SURFACE CPU . w , I' ( j © (L W IMPROVEMENTS, BUT NOT LIMITED TO DECORATIVE CONCRETE LANDSCAPING 94 B T ROW � � - i � E CURB, GUTTER,SIDEWALKS,PLANTERS, GATES AND RELATED IMPROVEMENT INSTALLED 0M2 AB' ` L ; WITHIN CVWD AND,/ORUSBREASEMENT I 0 S DA _ O V E A D I ' `?'": l LFT ' CL X D. w ? P O ' UTI T TH -- - - 1 P _ ; - STREET EA ENT gTt ; / DA LIGHT I LFr 3 _ 4 ,-� - CPU E I o / ' P R 1 ; E O� 4„ I r € bill DA ° - E O L R E O POWER .. E _ ►I _ . C� o as LLJ = SCALE; 1I$ — 1 -0 : _qv , - IDA POLE - - GRAPHIC SCALE E 4 _ - ca g € NOON t a � s I ` ` i E M1 — L x 24' 16' 8' $' 0 Lc h * z ; a � LFr < Lj ( t f 1 TH AB . J C�1 ,� � - E € .� � ....E°` LFT Z, f l LFT d CVWD LANDSCAPE APPROVAL r - ' i i `e _ O L iJ7 J s ' L! TH f h - £p; l These plans have been reviewed by the Coachella Valley Water 1*4 CLs h _ _._ �� District in accordance with California Governemnt Code Section W GL SV $ _ Z LINE OFl I I . r-Y d ' DA l $• 65591 et seq.requiring efficient landscape and irrigation design in W I a ATE g - ' cooperation with the local governing agency Cif or County). _ D p g 9 9 Y ( Y - SITE R �A I i; k Cly : _ Approval of this drawing b CVWD staff does not constitute approval roval _ _ TP,3. T I Y 7 pp g Y Pp CLQ ' RCM2 1 d to encroach into district a CM2 ' JS T ,C and USBR Rights-of-Way. Trees, plans,walls, W R d permanent structures of an kind m not LiJ W W W an p y may be planted or installed -� E E N T a.' i Vobtaining L n C W D and USBR easements or n ht-of-wa without first ' I ? 113 I an encroachment permit from CVWD. z _ I 3 #f R WY d 4 ; — i - v Y.. LC 1— ;, TH i W 1 I _ h Date WATER ANA I- d h- MANAGEMENT DEP rwiEhiT 000 MA L4391' ' CPU ' i i i i i i i i t i CC i � i iii ii iiiiii � i , � iii: i• iiiiii i s i ice- i i i i i C O _ - to >� � � € � : .� TH � r+ecW U CL .' r t'`D C CVWD Plan # EVE CPMEfdT S DEPAi2T1v1ENT I I {�_ � SEAL-LANDS WE AF2CHt1EC _ dre W �QTE . . ,a;� D z BENCHMARK. SHEET NO. � , � _ PREPARES BY. TRACT .�lJ9fi6R� LP. No. 14446 P.P. lYr�• 25666- © . . WORK CONTAINED WITHIN THESE PLANS _ . _ u� W = 3 7 r __ SHALL NOT COMMENCE UNTIL AN r- COUNTY OF RIVERSIDE ��z ELEVATI 1 6 ENCROACHMENT ©3.651 U 0 HMENT PERMIT AMID OR A dflMANI PARKWAY TYi►� w �w>a / �• RGA LANDSCAPE ARCHITECTS. INC _ W GRADING PERMIT HAS BEEN ISSUED. -� RM DISC 1 ► o 0m � ;4 W 73061 EL PASEO, SUITE 210 AVENUE 40 & ADAM � STREET W - EIT P©ST - �: � U YOU MG YOU PALM DESERT, CA 92 60 LANDSCAPE PLANS M TSE [ r I-- exec# a to _ — �D PM TEL... 0 F� 362 - f` AX. 760 773 5615 + v �txi 8E - 7 The end > ike hereen h at �► PLANTING+LI HT N P 4t= SHTS z � �, Tt STiET � I . � L.AN IF b edt . Ai,tC SERVICE BY MNI!( 8Y DAIE N'Ptt �1tE � � 08/31 /2017 FOR: W.O. a�� � ' . . COUNTY F saM�on� thea � S rete � fa �' �. GALE. :, c�c�c Cl_ '' tll�I�t� UMa 5f1►IDE .ERT f� CA •,_ �_ • THE �T4�ht fi�t}h� ELLE M�. CERT N 1 32, EXP 30 019 DATE. the miff H;118 -1 0 V. N A _ T(or t ; ; LFT � s � r �■rr_ > � ■■ � rir r. � r■ ■■ � � r. � s� � � _ � �s� � Mu■rrr■ [ tMMMMr. .r I — Oin _ AB 3 SV _ � OF WCC Lr.. � FOR PLANT { SCHEDULE A EDULE A@ _ I DA TH _ SEE SHEET L-25 FOR PLANTING 3 LFT ! aA DETAILS AND NOTES - w� AB - LFT r 8 T - T LIGH �H L3 E ' All C. ' T AI ' NOTES OVEJ, EAJID CY2 LFT _ _ DA I U T I L Y i ENERAL NOTES EAS IST f CM2 1. PLANT QUANTITY: List is provided for the convenience of - AB A k TP r AB ' the contractor/client/client and is not intended for accurate bidding F LFT purposes, I I - EJ LFT 2. PLANT ALLOWANCE: The contractor shall provide $1 ,000 i ato be used for additional plant material not indicated on the QA ' 13 LNG legend which may be deemed necessary by the landscape LFT architect and approved by the owners representative. such I _ plant material will be specified and Feld located by the TP 1 1 landscape architect. if this allowance is not used, or is only LFT LFT` _ E ° ° OV E H AD Lb partiallyused, the unused portion shall be credited to the O QQ - owner. E I , a - UTI L Y LFT LFT 3. LAND i LANDSCAPE-ARCHITECT: Shall field review all. plant EAS E NT e f - LFf locations prior to planting. Plants shall be placed In their U. t r ca ne s intended locations while still in their containers/boxes. F C 32' TO , - CPO 4. UNIT PRICES: Landscape Contractor shall furnish unit } _ rices for II l . 5U TOIDA a ant material and irrigation material when E _ CL P P - I carESIGNATED P.U.E. submitting his bid to the owner. 11 F i rF � 5. V1lARh1Il� : Plant material listed may or may not have been.. LFT 94' B T ROW- Landscape by the Agricultural Commissioner's office. - I l f E e . Landscape Contractor, please contact the 3 j TP - $V ULM - I _ - \110, Agricultural Commissioner fora roust. Plant material not conforming with quarantine lags may be destroyed and civil LNG � � SV 32'F TO C L _ � � 9 q y y I t - actin - cru � ?� o taken. All plant material is subject to inspection at the 50 T© CL i CM2 W discretion of the Agricultural Commissioner's Office. DESIGNATED P.U.E. - _ PO E - C P E - LE tri LNG a i FENCE – �y 94' B/T ROW NIT NG s a 32D TO CL 1 OV ESD OF f1EAD, a PLANTM�AF'�E C .., rrY E LNG � ¥ , FSR ' - UTI T 5D TO C L t _ PLANTING 18 TO BE DJ rN FEW AS NECESSARY DESIGNATED P.U.E. PLANT OUAi+F M LIST 0 PRC FOR T CSF T EAS ENT - C ONTAC Tc CL rr NTENDM FSR IkOTE BECIING f f E . f yy a _ ✓ T axz P'4 : +'�. 'IALL 8E F�3 F'IRI�����l.Ai 'S C2 i ca As�rATsD�THE P.A . 94 B T ; � ROW , �...�.�_ � �� � � � � � � � � � - a- . � � ■ �.YYI-�IY�i�ll�{SIC AL3JAT"TCS '�#�:'T' 1��.. I PO POLE. E I -�, } ALES - .9i�' .1. I Lt I SIRMT 4 WA 70 CONTROL�►T10N ti i _ } '� v ■ \ � 1 i 4Afl) I PR E IN , - a,m FAN DA - ANY P L E P� r ARE LOCATED, ALL F APiE To BE SER - � Nell o ■ ■ o AN ASTABLE IF t M ASSURE P IAE DPAII+IAAM R O n —� .5. SEPARATE ALL ANAL AND ArF� LAWN I R � - ^ ■ AFS GRA I � / Q G PLAN , AS • r^, F ESN C E _ ■ rnr. ■ am C rrANIM Parr, DCS NOT PLANT TREE CLC THAN V t W r QBE F I T AN�+�PA1t tADEFARD RfC)F Lam. ANY p I PLANTS �AC:E C BALK, LIJ DA E TRS � � — _ . o WALLs, cam, ETCJ Mr HAS LINA err sA� TAu r AT TWE r � r - OF PLANT PER MA"AC T'UBE'S PALM Q ncm a LANDSCAPE M AC ti0 ; s E ^ s .r ° 2 (SEE DETAL) - ; 7. DO NCFT PLANT CLCD THAN 9 � �TO AN ED(*4F LNG i...`. C PAS OR 1EADERBOAF , Chi ` FROM LAND APE UGHT RXT` WM V ` ' $FES "AL. PLANTS 1'fes a r (TH a AND: _ E _ 205 ATTACH TO Ti E, WALL AST 1tWHC i THEY ARE PLANTEDATTACH e LFT ' � � �>. o ' _` l— _ = g .., T�HAVE- BEEN TRA , Q N THE Bi11E PATTERN Z SV - �„�„� ' 9 IF REQ, 11-E M OR OWNERS BEN rATNE SHALL SUBMT �.. - 1 ' & . > PLANS TO T1 APPROPRIATE PLAtiQ AND,A .TLiRE DEPARTMENTS 1 to fsV ' Ej USG --� Lv _ cwt I PFR TO BAL F=C�R=BIlt. 3 PERNM 4. H - LNG Q =* 14: BA CKFU 3 THE RCPT WATER THE PLANT ANT IN THE FK1LE t-- �-, _ 19 "`� w _ ■ AND 7HEN PROCEED WITH BA 109LL Ida.� {(�+) '��., ��� _ LFT � � ■ 1i DANCE NO -T� � OF �� 1 r ALS: rAKED w F- TH STAKES 81`A WITH C EIER r - 0 , 32, TO CL-- _ - _ __ �� .n'� � T ■ , LIJCn 0 V E H -AD 11 For�� NOT ENC RCI.E THE T BALL..err ALL 13 BE LOCATM AT�CSF HAR[ APE ANS B(TEND BEYOND�C 50' TO C L Q U T I L ..NG - T A �OF 5 IN EACH CIFECI N. C SV DESIGNATED P.U.E. EAS NT a TREE SHOULD HAVE BF�ATi�R _ 4 — I ' E UJ ' - f 94' B p J /T ROWS _ - 2 - CVWD LANDSCAPE APPROVAL E i U. These pians have been reviewed by the Coachella Valley Water U.j (L ' District in accordance with California Governemnt Code,Section LL d cIc ' - LFT 65591 et seq.requiring efficient landscape and irrigation design in - M � PT ER „+ ■■ - cooperation with the loco governingagency Cit or County). ^— N F - Approval of this drawling b CVWD staff does not constitute approval � � p F AB €.rz. I� e � ? g Y pp ©/ to encroach into district and USBR Rights-of-Way. Trees,plans,walls, LLILL w _ Q Y N f R O L � T R`V and permanent structures of any kind may not be planted or installed z Z D � Z inCVWDand USBR easements or right-of-way without first obtaining 0 Q z — O N TS I CVM NOTE= SCALE: 1/8'D = 1 D-o D _, a encroachment permit from CVWD. w Q N MA U U WITHIN V U EASEMENTS. V WILL GRAPHIC SCALEry t! /7944 eu_t NOT BE RESPONSIBLE FOR CHANGE OR REPLACEMENT OF ANY SURFACE Date WATER ANAGEMENT DEPA ENT " *' IMPROVEMENTS INCLUDIN L� H G BUT NOT LIMITED TO DECORATIVE CONCRETE LANDSCAPING,� DSC G, l PR�dVAL B f T PCN�TATIC)N L_ . L7EPAFTT�NT 19 FOR _4 � WCJI�C �I Tt- C7 � CURB, GUTTER, SIDEWALKS PLANTERS GATES AND RELATED IMPROVEMENTS INSTALLED 24 16 8 4 0 to) I U) ROAD I HT-0F:— AY Y. WITHIN CVWD N EASEMENT 014 W U EL CVWD Plan # EV OPMENT 5 C DEPARTMENT W � NO]E; SEAL-LANDSCAPE ARCHITEC Kl-*h TE ;. � ; D _046 BENCHMARK. � ' PREPARED BY. SHEET N4. TRACT 30966R1 J.P. No. 14 0060 P.P. No. 25666 }- .� � � WORK CONTAINED WITHIN THESE PLANS � SHALL NOT COMMENCE UNTIL AN 6 -37-68 �- I- COUNTY OF RIVERSIDE zaz ENCROACHMENTMEVAIUM 1034M DIAL PETIT AND(OR24 WO wictlic dC3MANl PARKWAY RGA LANDSCAPE ARCHITECTS. INC _. _ LrJ GRA GRADING J ,� cn �F I)I G PERMIT HAS BEEN ISSUED. �. SASS I�I� 1 QAC UJ „ 73061 EL PASEO, SUITE 210 CQNC�T i�ST AVENUE 40 ADAMS STREET c� 0 YOU DIG YOU IIS PA DESERT CA 92 ' 60 D LANDSCAPE PLANS a � � alb a � - _ _ _ 2�6FT �' �D . TEL. z 568 3624 F _ _ AX. ?60 733 5615 c� of tk Win. hlk t l ce- a-r� o ...� � t r W TM STREET PLANTING+LIGHTING PLAN zz� A PUS SERVICE BY Y�Irm( BY ct MPR. 1>E 08 1 � /3 f2�13 PCFt. w.o. couiTY tlR6II�lN© REN�OLiS F 1 SCALE. � � _ rlcC ALERT �9 P� c�►�. _ Tit# � GROUP Fl CERT ��.1532, E 30 19 DATE. _ _ LE NO. ttuirY l H,1/8 1 0�/, N ATo ............ 2. 4A 4 RPM A V* 7, 40, z Ad 40 ..............1 4 —J A A 3 $0 0 r _J ®r .rrrl�-- 19 J W "016 !tjg J :U_ J I A I f U' 4-711 1 A* 2,X� rRMT&M.I. Z .5 1 1 t I I E= 40r,Kf;F D R z -X L' PW 2 4a PVC SCH FILTER HIQH w[ND %1� WRAPPEDL (1, ®r L J ..........r r r ......... R,TRM, TIRE r J"At, _ L ETIESr 2X RWTBALL, SEC77ION DIAMETER PLAN 111 ING HOLE TO D" -, PIPEr SETTOPtFAV N (DL 40 C-rS 4 P M Top Cf-RL ' ER 0:,PEW PI D BACOILL r I'X AzME.FIN !T EE 1: i5E FILTER N LowfMa (.1r PER TR-ZE Tj Op,Of I;t= N SET C' I*ASWE FINMV& A H -0 ROUrND DRAIN GRATE CAP A= -1.1L CE /7N 3*L"ER MULCH SL PE PLAN J G HOLE TO ......r TREE MANT BA C KFILL MM G PER PLANS R P PROVIM 30 Set TOP'LOF N?TML VATH DRAIN PIPE OOT` 0 DR I A 'L MIER ING SPEW L"MMULCH MATERIAL N 'GRATE W. , AMi AiLs: "M R JJ�HEO TERIAL 1E tkl ,.H FINISH TREA J FOR P- T M HOLE 1 FT OF 314"DME WN M, C 3 IGH�j ... E H F AND, ]BOWL (2 :CU FOR,W ED 10 CORNERS W mom .2H sew Z SUf WACE(SEE S" &ONG GE T"K AS A_ILA= 4 -IS RE= ED Y T SAM.IER R IM --01EA Oft 1 %1 FT OF,314' DIAMETER.CRUSHED t. TRE. I$- _L FfW NOTE, _OR, M FINISH ame 4i. E _JESS FINISH GRADE EDGE OF TFWE.PERPENO I CULAR TO DIRECTION.OF PREVAILING WINIM SR:H.IGK:WATEMNG BERM '71�, PW m A fulvm�DEDOUl"lluk a TS n PL .....................r .......... 5. ......... .. TREE ON L, GAAM PALM HAMER SHMAON R D,_ APPRONWISIV. 04f APPAWWW� WH Avfovw�sy; NFH 1.5 aAL TO WOO UP TO is BTH MMII�SEE. .... ... ......... E— FILEr P-�QM.0-36 F L t T!Xp P-, VW _W 'Sw P K��AVA ftb�" FLANTMNOTIES GENERAL NOTES t PLANTM, PLAM AM DIA01AAAAMC FM CLARTY OF REAMA 1 . PLANT QUANTITY: List is provided for the convenience of the PLANTM 18 TO SE ADJUSTM IN FE-0 AS NECESSAW I PLANT OUANTITY LIST 8 PROVOM FM THE CONVENIENIM OF THE contractor/client and is not intended for accurate biddin purposes-. 9 CONTAC1I'aVCLIENT AM IS NOT PABOW FOR ACCURATE BOOM 2. PLANT ALLOWANCE: The contractor shall provide $1,000 to be used CONTRACTOR SHALL.BE FIESI ONSIBLE FOR PROMDM PLANTS AS IND1CA7EID ON THIE PLANS, for additional plant material not indicated on the legend which may be a VAIM MOUNCIM OCCUFS ADJACENT TO MEET OR WALKA GWALES deemed necessary by the landscape architect and approved by the, 4 SHALL BE F0RhAW ALOW THE $I FEE I aR w"To =;=L Ff WIATM owners representative. such plant material will be specified and field R W, OFF. s 4) located by the landscape architect. if this allowance is not used, or i only Z 0 4, BEFORE ANY PLAM AM LC=TED, ALL PLANTED Af1EAS ME TO BE 05 GRADED N AN ACOEFTABLE MANNM TO ASSUME POSMVE DRAINAGE partially used, th unused portion shall be credited to the owner. SEPAMTE ALL ANNUAL AM SHIM040UN01101YER Af FAA Ff M LAYM 3. LANDSCAPE ARCHITECT: Shall field review all plant locations prior AREAS WITH HEADERWAM AS SPEC11FW OR APPROVEID ff LANDSICAPE mom to planting. Plants shall be placed in their intended locations while still in AACHITWT. J JL their containers/boxes. 6 V*We CFKXMffANCES PMET, DO WYr PLANT TREES CLOSER THAN 6 00 O:WE FWI TO AN EDW OF PAWA HEADEIRBOAF0 OR ROCIF LIINE. MY 4. UN IT PRICES: Landscape Contractor shall furnish unit prices for all 0 TAI EE- PLANTE)WITHIN V OF HAFESCAPE SURFACE GEDGE OF SIDEWAAM plant material and irrigation material when submitting his bid to the owner. I I f [IF 0 WA" CURK EMI MUST HAVE UNW, AWT SAM M INSTALIM AT 7W OF9 PLANTINO PER MAKFACTUIFUS PALM DESEIRT LANDSCAPE MANAG M- % 5. WARNING: Plant material listed may or may not have been approved (SEE DETAU by the Agricultural Commissioners office. Landscape Contractor, please z 7 00 WT FLAW SHRUSS CLOSER THAN I? Cn4;M RM I TO AN OC Z < contact the 01 PAWQ OR HEADMIDARD, OR W FMM LANDSCAPE M-IT FDMEM 67 rEl IT Ag 66 &RBAOVE ESPALISIED PLANTS FfM THEIR TRANM FRALCIMMS AM ricultural Commissioner for approval. Plant material not conform, Ing ATTACHTO THE WALJ-AGAW V*00H THEY AM, PLANM. ATTACH 2X ROOTEIALL with quarantine laws may be destroyed and civil action taken. All plant < Pt,.Afft, IN TrE &AM PATTEMI THEY HAVE BW-TRAOM. DIAJAETERL < 9.F REOUFW, THE- 0001 OR OWINIM I=11- 09MATIM SHALL SLOW 0, material is subject to inspection at the discretion of the Agricultural IN PLANS TO THE APPROPRIATE PLANNW AM AGRICULTUFIE DEPARTMENTS PLANTIM ARE-AWITH: H: < 1/2* RADIUSL TYP Commissioners Office. LJ - PFM TO SUBMrTTAL FOR BULDING PB%M ry (n 0 1M BEFIOM BACKFILLM THE FKMT BALL, WATER THE PLANT IN THE HOLE UJ AM THEN PFOCM)W" SIACKKLM $4 REMR 7,W CONTINJOW SW AND.COE�MT ]PER T z A QIUNA14M NO 4W -TFM MN"QF W FWT KrERYAM WAKED, 3", HIGH, WATERIW, SERM Mom 6. z W11TH "STAM AM 6 TREE TM USE TF#4.E WAKM WITHW DM40M 0400", HILL FINISH GROOE z StAM 14 HW MO AFIEA11 ORIGINAL 0 AIDE NOTEi, LIJ 11 ROOT BAFFOER SHALL NOT ENCIRCLE THE TREE ROOTBALL BUT SHALL PLANTING SACKFILL Vy E W� NED FqMEL BE L=TM AT EDW- CF AM EXTM MY=CENTER OF Ott sogm LOCATE jo M, < M >- AT2W*.C. MAXANDATALL -J A CVWD LANDSCAPE APPROVAL TFM A WON" OF 6 IN EACH DFECTION. SET- TOP OF ROOT4AIJ6 SLOPE PLANTING BOVE�I� ORADE To COMOWS CHANML IN DIRECTION U TFM SHOULJD HAVE BIFEATHER MAM These plans have been reviewed by the Coachella Valley Water District in accordance with California Governemnt Code,Section CL� 65591 et seq.requiring efficient landscape and irrigation design in LLJ T t cooperation with the local governing agency (City or County). CVM NOTE: K ILL ATI NQ FERVA-RENT STRUMURES OR TREES WITHIN CVWD OR USBR EASEMENTS.CVWD WILL to encroach into district and USBR Rights-of-Way. Trees,plans,walls, < SHRUB ON SLOPE CONCRETE HEADER T R k Li 13- NOT BE RESPONSIBLE FOR CHANGE OR REPLACEMENT OF ANY SURFACE BYL and permanent structures of any Wind may not be planted or installed JAPH: LLJ ILIJ LLJ IMPROVEMENTS,INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING, in CVWD and USBIR easements or right of-way without first obtaining an encroachment permit.frorn CVWD. z CURB, GUTTER, SIDEWALKS,PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED 0 z LWITHIN CVWD AND /OR USBR EASEMENT z 0 FILD P-4,16 -1LPVWr. FILZ :R��4JM'�- ZVO 9/0/1-7 LLJ fy F- Dote WATER MANAGEMENT DEPARWENT F- 0 < U- .nz_--"--— z Of OP-1=TSE5P 0 0 APP-R01VAL BY THE TRANSIPMATM DEPARTMffff IS FOR WM IN TM FOAD 1910-ff-Or—WAY Q'4.Y. CvWD Plan # X�El7 MENT S _�)OcME ARTMENT 0 () SEAL-LANDSCAPE ARCHTECT I .0 NQTE: PREPARED BY: BENCHMARK: TRACT 30966R1 LP. No. 140060 P.P. No. 25666 SHEET No. 00 z 603-37-W 0 < , r", WORK CONTAINED WTHIN THESE PLANS AANVV0tVVVVV%ANMM 0 SHALL NOT COMMENCE UNTIL AN COUNTY OF RIVERSIDE ELEVATIO* 10&651 XW 25 Nz I ENCROACHMENT PERMIT AND(OR A RGA LANDSCAPE ARCHITECTS. INC DOMAN] PARKWAY Q ML WO WM#4G GR BRASS D= IN LU 0 W OME MYS KFORE ADING PERMIT Hi SSUED. #we 73061 EL PASEQ, SUITE 210 CRETE AVENUE 40 & ADAMS STREET Q W POST SM 0 You YOU DIG P DE RT, CA 92260 LANDSCAPE PLANS > 0 2WT SE OF OLD 0 F= i WA*Mad zij"i #a OWN FeWmW for TEL: 68-3624/ FAX: 760-773-5615 OFMSHTS ZZZ z TOLL F9EE 1-SM-227-2600 it M"ad=0*of k ddp WK b b W of hMaides WASHDGTM STKET PLANTING DETAILS n < A PU" "ICE BY der=*WW ir 6*=*v*k 0*Whw adw M BY DAT M% WE 08/,31/2017 FOR: W.O. COUNTY APL Ja Op CE P 0 0 0 - SCALE < 9% -'11 532, EX DATE: W N Z6 V- 7HE R#MTON OW Iv*wk fff Nm*in w*A i6b ad m*h On br EM PILE NO. 0- Ir- t UNERGMIM SERVIU AM 9M cm T N 2 9 NJA 0- 1 FXLuminaim ORDERING INFORINAATION.......... . ........................... ................... ------ .. .............................. ................ --- . .. .......................................... n r I t I 5; RW: Path/Up Light P ansor t------ ----------- ------ ------------------------------ ------------------------------------------- --------------------------------------------------------- POWOFR COAT FACTORY INSTALLEDOPTIO R FACTORY INSTALLED OPTIONS: Order 1+2(optional)+3+4(optional)+5 A METAL . . . ................ SCrjo WG I FIXTURE RW I TRANSFORMER PIK POWDER COAT 0 2 SIZE OPTIONAL ZO ZD(Refer to th�-Luxor-page in thel-ightlingControl section) FW While 2 ILED,KED,6LED 9LED(50.000 o.vg,life hour�)3 LAMP i �-Or TK T----------------- ---------- 3 OPTIIONAL�SMTCHING-----------------------__-__ ------------------_-------- WG Mit �Gfe ................. ................... .......................AL FINISH 3&,W�,,FVV Ai-,,, Z: D, VVI -18 4 4 OPTIONAL RISER HEIGHT 8R. 12i.Q,18R,24f�,30R,36R(in;r!ches) F, ........................................ .......................................................................................... ................ ..........W�3,FW,AL.BZ,DG,Wl,VF,SB,FB,SV left 5 F1 ISH FW=FlaO Re EXAMPLE: nsfi steel finish 8Z Bronz;�Metllic RW-ZO�9LED-1., -8Z RW ZD Option 9 LED Board 18"Riser Bron EXAMPLE. 9R ze Metallic Finish .................. AL r 1D INSTALLED.OPT IONS-� nd VJd:Uaj]y FIE DG Dese t Granito Order Individually FIELD INSTALLED OPTIONS ..........W1 vVeathLf ed,Iron FIXTURE Py,SYNC,EXAMPLE,.- PXSYWC=.P)(-SYt4f-.LW*ftlsyrlchrotiter DG VF�Verde.Speckje--------- mum PX FEATU�RES W] Wpm irm Super.J-Box(SJ-XX**)2.5'x 72" 0.� n.r RW-. Pa--LLh/U.p Light Transf r Brown Long supe SUPL-, Pos Mour- Stainless Steel Constru Post Motint(PM-XX�*)2.5"x 73" t SlotSpike i-Box XX'* XX VF Verd OlaenSwitchingC an!at i8lack Slot Spike E EXAMPLE. 753900 Super Slot Spike FH 6d L PHOTOMETRICS: r rUAC 4 Extra Large Terrnintslaa Ga h �art a,ndkew, to I SV S Iver UP P�PATH, Ncke-olateclTermint SlockMardwa F8=j1.;TFJ;c.K hi, ,O� momize i mail �i P RM,1LEQjS0Fq0TC#WE:PL0T RW ILEG.190FOUTCARDLE:RCT::.::.W.6LD WfMTCAN RW 9L ED I 50FOTCANO,DF]PLOT The RWicludesyourchoice 4: ewb "C'to 1P L15D boards,choice offinish, 4 ft Aerospce Circuit Breake 4 ft.lead wire and a Long �t�i f 0 1.4d airSlot Spike. rm of tkn 0 2A Twa.Anch Conduit Knock t4ljows 05tAl4r__r ath�e u AlIRWpithlights 6' -P,�2 ......2Z blue ond Industry Leading W ty, '!��w a ri an P_ w y i`i 2 112C)t S6 S fimsh code %f Liege E '1$3 T4-14, TL*US LIM 3YJ8 for fth�arfwmanw aw PredtubW"pffia 0i ;#"o-Au 0 2: 208-02 low Tiv R W inclues your choice of LED board,riser size,flnlsh�4 ft.lead wire and a Long 5 lot Spike.760,744.5240 fxl,com W Mina irel ght lng!�D rttro I.VL_zj'JxI.,r_arn'r,&Luminaire '14 minare LJGHTNG LIGHTING LEGEND t ALL WOW AM MA1`ER1ALS,SHALL CONF;ORM TO LOCAL COCIES AM AM z SUBJECT TO AFFROVAL BY THE LANDSCA- M ARCH1TECT OR OTHER 0 Or-OVWER o I ALL UGHT FDCPJ-:E LOCATK)W ARE SHOWN DAGRALWrICALI-Y ON THIS PLAX ry TREE UPLIGHT 11.2 WATT LED 3 FINISH: BZ ACTUAL..LOCATKM SHALL BE DE I F1MNW IN THE FED AM APPROVM BY THE W V 7X LUMINAIRE > I RW-9LED-BZ XA0S#ALL &V XIM jZLNnAJ& AR-3 Ofiga LANDSICAM AFK*1TECr AFTER HAVE BEEN PLANIM. 0) & OUANMES LWW ARE FOR THE CONVENEiNICE Or-TrE CONTRACrOR ONLY AND In 1. INSTALL ALL LIGHT FIXTURES PER MANUFACTURES SPECIFICATIONS. FXLUMINAIRE (TEL: 760-744-5240) ARE NOT 1NTENDM FM ACCURATE 8001M USE.CONTRAC7OR IS I ES ONOBLE Do 2. LIGHTING CONTRACTOR SHALL SUPPLY OWNERS REPRESENTATIVE WITH ONE SAMPLE OF EACH FIXTURE FOR FOR PROVUM LX3HT AS 1ND1CATM ON THE PLAM APPROVAL PRIOR TO INSTALLATION. 4 ALL LXW F"JRES SHALL BE LOCATM AT A Ml"N OF 6 09M FEET) FROM 00 3. NO SUBSTITUTIONS ALLOWED WITHOUT PERMISSION OF LANDSCAPE ARCHITECT. POOL., SPA, LAJ(E OR F<XWAM EDW ALL LJOHM WH1CH AFE WTAL=WffM V 4. ALL LIGHTING CIRCUITS SHALL BE BY OTHERS. CM F�Or-WAISW TO HAVE OR 5. QUANTITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED ON THE PLAN BY THE BIDDING CONTRACTOR. & INSTALL ELECTR11CAL CONDW TO THE OF PLANTM AWS 90 AS WT TO 6. LANDSCAPE LIGHTING AT GENERAL LANDSCAPE SHALL BE OPERATED BY PHOTO CELL'ON', 24 HR. TIMER ,OFF'. I 4 1 8 I 1 El 1E W" PLANT HOLE B(CAVATM CONDUn N THE WAY OF THREE z z 7. LIGHTING MUST BE CONTROLLED FROM CALSENSE IRRIGATION CONTROLLER, AS SPECIFIED IN CALSENSE < MEMO. HOLM SHAL1_ BE RELOCATM AT NO EXMA CHARM 8, :FN3TA1L FXf"k 00 iCTM LX&MtrVio -TSR-3 8oses pall-ftirel 4#01 L04T FUMM AM TO BEE LOCATM NO CLOSER THAN V (S1X M-ES) FRW q, z*MjL Low Vol 140P vViln1hp 144S 1 OA* 01,04 &".f THE EDW- Or- PAVM AM LAWIN AREAR 7. 1NSTALL PHOTOELECT11C SWn*CH WffH CALSE�NSE CONTROLLM MANUAL OVERPME <0 ownavrO BE LOCATM MOR TO MTM.LAUX COOWW'M LOCAMON Or- ELECTRICAL EQUIPMENT INFORMATION SWrrCHES Wff H OWNM U_ U- & ALL L104T FVa`URESTO BE WrALLM PER MAMJFACTUR8TS SPE<39CAT10N& (n 0 9.MOUNT F=XES AS LOW AS POSSIBLE; SCREEN (WHERE POSSRS WffH PLANTM z TRA 300 WATT FINISH -SS 10. ALJ_CONDUT TO BE SCH 40 M VIATH M SCHECIULE 40 W RISE! USE BE31 Sp.) 0 ID FX LUMINAIRE M SCHWULE 40 STEEL UL LWW SOMWR BELOW GRAM JJCWN BOXES, OR AS 0 PX-300-SS-PC WITH PXSYNC z 0 PER NEC qw-0 U I IL ALI-CFKXKn�4 SW1TCHM AND CONNECYXIINS TO BE BY ELECTRICAL CONTRACTOR F= I FINISH -SS V_ CONNECT TO CALSENSE CONTROLLER M >_ STRONG BOX SB-1 8SS a ALL,we iN r SCHEDULE 4o comw z CVWD LANDSCAPE APPROVAL _ 0 It 2 Q4UM- CABLE MPAM REQX4W.I These plans have been reviewed by the Coachella Valley Water 04 Q. 15 USE SPEARS [A 0QNNECTM REOUIRED District in accordance with California Govememnt Code,Section U-1 0- :z ENCL.0 UNTING PAD< Lj �URE MO 65591 et seq.requiring efficient landscape and irTigation design in 15UICKPAID 44 cooperation with the local governing agency (City or County). QP-18 F_0� 0VWD NOIS Approval of this drawing by CVWD staff does not constitute approval < !Nn PMM—AFqENT STRUMURES OR TREES WITHIN CVWID OR USBR EASEMENTS. CVWD WILL 0 -k to encroach into district and USBR Rights�of-Way. Trees, plans,walls, NOT BE RESPONSIBLE FOR CHANGE OR REPLACEMENT OF ANY SURFACE 10. EkG 4to AVG Wt4liity I-OA14FOAMEK 4*0 RAST 10 MIPs S C r") 4 d6s T R X and permanent structures of any kind may not be planted or installed U.1 LLI LILJ IMPROVEMENTS,INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING, %% e in CVWD and USBR easements or right-of-way vVithout first obtaining Z 0 0 CURB, GUTTER, SI DEWA LKS,PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED TV* an encroachment permit from CVWD. 40, z $I z < WITHIN CVWD AND /OR U58R EASEMENT Wpow LL1 M qj& 117 X F— 8401kor cic"A Q44-�� &tsc lit LQ.V- Wifee, IrSlili; 4vaviililwv Date WATER NA EM,NTDEPARTMl?NT F- 0 < 0010 r U_ L43M MNI 0 z IX 0 0 APPROVAL 13Y THE TRANSPOFITATION DEPARTMENT 8 FOR WORK N TFE ROAD RK*i[T-OF-WAY ONLY. CVWD Plan# rVEf0PMENT DEPARTMENT Uj NOTE: SEAL-LANDSCAPE ARCHITEC" BENCHMARK: 0 z PREPARED BY: 7RACT J0966R1 LP. No. 140060 P.P. No. 25666 SHEET IN < WORK CONTAINED WTHIN THESE PLANS ymn 0 ry A&N%SVVVVVVVVVVYV~ AA VA SHALL NOT COMMENCE UNTIL AN 603-37-68 COUNTY OF RIVERSIDE zzz ELEVATMO 103*651 ENCROACHMENT PERMIT AND(OR A 26 DIAL T" WORK= SSU TECTS. INC DOMANI PARKWAY Ln GRADING PERMIT HAS BEEN ED. BRASS D= IN KIM MYS KIM UJ W 73061 EL PASEO, SUITE 210 PMT TREET> 0 YOU DIG YOU DIG 88 0 F= b pwi w6w swid i*ta On b mra fff mirq 92260 2WT SE OF M.D P Z � ry 0 TOLL FREE 11-111100-227-2,600 1. TE 760-773-5615 h=q md aqi*of h 4*hm b W of 6mncia VASHIMTON STREET LIGHTING SPL OFMSHTS ECIFICATIONS SHEET a- dAff=*W4W or dM=hdA Ilk pw*"W ffd6d bl/30�201 9 DATE: FILE NO. 'Q A PUBLIC SERVICE BY ff DAlE ot DAIE 08/31/ZQ1 7 FOR: W.O. cot 8f 0- U14DERIM11ND SERVICE AURT *d 6 mWA for*WmWol a=06,Ak oW lil*#I 0* H:0- on CERT N SCALE: M RUNGTON GR" 0.1 532, EX N/A V- N/A"by theqft ow C... SECTION 32" 1.06 HANDLING FOR PERMANENTLY IRRIGATED AND TEMPORARILY IRRIGATED accom~within 5 daysafter the contractor discovers;.or.has been notified of entrance ways, streets, drivewaysparkiol; area -or walks. and/or any .LANDSCAPE MAMENANCE SLOPES and FLAT AREAS- the situation. Diseased or dead-vegetation shall be removed andloplacedwith growwwhich:willebstruct vision:at streef. healthy plants.of�thc same spe-cies, All roplazement pja*s must be approved by A. Do not drop or dump materials from vehicles. the architect -epresentativebeflate olonta'19- J or:over sby dures and-into;any type of electrical. and/browner'sr & Remove gr wrth:a PART GENERAL or tele pbonelines(lvave�growth-:ou walb). 2. Ingriftbeds shalt be culdwed, pruned,trimmed,wcg",irrigqt4 *tilized, 1401 SUMMARY PART 2-PRODUCTS .......... and otherwise: maintained mia manwr thwpmen1s:a prof=ioriduy 6. Shrubs- shall :be pruned. to vvealy to m. and..balance: plant to natural growih 100004POdAppegance atall times. Plant beds shall belept weed., gopher, bran he �ihrabs, boo -k "XI chgracte� li S_ , � A , ef$ d conforming to _4s, uc aA C . 1s not A� The work includes all services.,labor,,materials,transportationandeq necessary 2.01 PH ADJUSTERS: uirre-11; s�q rabbit.and pest free., Ground cover shall not be alicimmd,togrow into de. d: size shall bc removed. Rotain �typicad growth habit of sired, sbapc� an to:pprfivin the work indicated on the Dritwings and as specified, The conditions of the Rowm, 4mbsor trees. Plant-, na. that bedg:�sbalt.,be m airr t manner C, Contractan&Divisionlap to isse 'on :individual plants with as*uch.beigh �-:W:s read fical� `Shrubs that Re pl� thi M as fully as if repeated herem. A. See Specification Section: 1N300 Landscaping provides balance: between the various typet of vegetation, and pre" allowed to'comp , W fl U.plafir be,d dominah.0e: of any, one species. The contractor Awl provide �and maintain a 1.0-2 RELATED REQUIREMENTS: 2.02 SOIL CONDITIONERS: minimum:of three-inch layer of mulch in all-planting beds,with.a slopegradient r in -v a er n 7. Any,dopressiori.o mountfaround the, base of shrubs intended.10 ittai vt i place f I of 11 :or less. The co ractor _11. -he nt sha o,�i �f4 �t smial needs.of various pro r aft the be inahtWood in good,condition to pem proper�ir :is 1T �5 A. Section 328400 Irrigation System A. See Specification Section,329300 Landscaping '01-eased.ordead vegetation shall be T" Lo_t efficien t,�I � 1.11 species- ioved:and.4oplocedwith.healft M o water and.reduce wastll!4 :W i� on _f Section 328400-k Recycled WM"Irrigation System plants:pfific:same species. C. Section 3219300 Landsca 2.01 PLANTING BAC ping KFTLL- 8. Do not lertillim imove, ' on W dur ng the 1 imte as shown :the 0 g- i jant v 1 The contractorshall not use steel bow type rakes or equipment of similar design m4interiancc� 1.03 DEFINITIONS.- A. See Specification Sectiona 329300 Landscaping to cleart plant beds. L* htwei ht f rakes,or'vacuum may perio& ig : ig_ an be The contractor shall maintain the soil level the plam beds, and. ensure all B. Tte", A. Pesticide. Includes any of the1ollowing- 2.04 FERTILIZERS: surface Toot systems andiff igation.piping-am covered.11S. required.Thttontractor 1. Fumigant shall be responsible for damage caused by contractoroperations at no.additional L Treemainten ance and care:isvomidered rout-incen,901119 maintenance and shall 2. Herbicide A. See Specificatim Section:32,930OLandscaping cost to th&owner. r as 0, a , ,RUM' , 1, be4 As APPOS0017Y during the t 3., Insecticide period.. Treemaintenace and care.1incluclos*,staking trees.a4uamnt of ties and 4. Fungicide 2.05 WATER: 4,, Shrubs and Vines shall be trimmed pruned, irri -4, *Ailized to -Present a supports', removal of makes, "*i* fertilization; pest control pruning, turf 5� Rodent repellents. healthy and manicured appearance. S.hrubs:and Vines.will.not be allowed to fle tre cl mulch clearance removal of' broken limbs and bra hes, -e A. See Specification.Section:329,30,0.Landscaping encrowh:intolgrass areas. A definite break shall be maiaWned between Zrass C. Planting:Bed: An area. removathe -comprised,of tree% shrubs, flowers. and ground cover, excluding and.shruh�arcat. In such areas the contractor shall.maintain-a healthy and' 'we' ll- grass. 2.06 PESTICIDES: 2. The conbuctor-shall arid( replape st , g, troe', akm and guying as necessary as sped ified sec&bn:3 29300 Lan or the dtiati f one,� the maintenance 1.04 DELIVER STORAGE AND HANDLING OF MATERIALS FOR PERMENANTLY A. See Specification Section-. 329300 Landscaping 5� All slimbs, vi m� d other c-,Itiv d p an, u , ate . larits shall, be trirnmed and. pr ned and Ju o W 1— 1, 1111, 11 1, u period IRRIGAM ANDIEMPORARILY IRRIGATED SLOPES AND FLAT AREA$:, agcot0iAtto the suppoOrts shall be m- pected and adw sted in nt y to ,ir Stakes, ties. natural haractiefistic fir proper&gft arid..attractive growth e ag, and�rubbi* and to promote �."tufjd develop povent: girdlit ment of trees. appearance. All clippings shall:be remove4- and disposed of by the end of each -ta ies, art S *es, ti d p As teved w e the treebecomes capable of sm.-po shallbe-xem -h-n P... shall A. Fertilizer,,Gypsum,,and fron,Sulphatc: Deliver to the site in on contamers, bearing PART 3 -EXECUTION y., Frunixg conditiOm be apcpmpli�,as. necessary:in mandwtur&S, chem"I an.alysis. name 1;m- de, name. or trademark and indication of it ot d),s ifle Shrubs an&vrs shall be ifimined sh f r )AMRgh pect d below to #PC 0 tonfbimarice to state and federal laws. Instead of containers,f4dilizet, and gypsum may 3.01 MAINTENANCE REQUIREMENTS DURING THE NINETY (90) DAY MAINTENANCE aesthcticl�a alth at the Ire -y soedfied:inAhis sdcdw 3, Trees:A pu ed characteristics to even] ppearance:and he queric a be 11 T..ne Klzordm, their hatuW.: ah .9 t gro% be firtnished in bulk with 4 certificate indicating.the above information. PERIM. y formAnd,b4law-e the fte 04 to be"eand growth in accordance a� Remove growth in front of windows,, oVer�ent:rw-e ways:or walks, and with atio Aboriculture B. Pes s: Deliver to the site in. original containers with. legible label indicati A. Shrubsand Vines: and 'the- N . nal any growth whichmill. obstruct vision at. street intersections. Shrubs be Western Chaptec All tree maintenance must be performed in Society., of t Environmental Protection Agency (EPA) registration number and manufacturer's at ound perimter of :buildings shall be W mmed. to �mitftin natural �e ith 1 1 $oft:S Tree- shal includeall mpliAm v4 AMAZ13 registered uses. 1. The contractor is responsible for the restoration and. maintenance of all growth.characteristic& areal of the-prqeci� which are:permanently.andAw te irrigated for the s. vegetation included in these specifications for the duration of the.maintenance duration Of,the in All suck gm.., th:shall be ernove fir od 1.05 STORAGE FOR PERMANENTLY IRRIGATED AND TEMPORARILY IRRIGATED period. During ft. first. 'two weeks of the maintenance:period, the contractor b� Remove de4 darnaged or diseased briinebes or limbs and crossing, ,w om and around fbe,trees. Aft:trees are to b ly oi, id,nti4 n winspecte non SLOPES arid FLAT AREAS: shall conduct a survey of an areas and identif by quantity,specties,andlocation, _4 n . �,th t de, p.ru-ing rubbing and f 9 branchc& needs. Pruning or trimm'4 shall. be at any � me during the all dead,dying, and diseased vegetation. The contractor shalt,be. responsib1c:for . 1. 1 11 A. Fertilizer, Gypsum, fron Sulphate, and Mulch�- Store in dry locations away from restoring, dying and dise d vegeta �Ute - ,, i nutintenance, period asreqlaired, in.accordance with codiditions (a) through (b) ase tion to 4 healthy in accer e with m r c� Evenly fum and, balance,,the shrub, to naU at growth haractenstics. contaminants, accepted Horticultural Practice lid Treatment. The architect and/or owners 1�are to be trimmed to maintat n4heir natural.growth.1.ch.aractcri stics below, representative will be the final. authority in determining which. ve tiation is -ways. - and. not Allpwcd to obstruct pedestrian walk Shrubs shall be a. Re Mve 11�104_ (�f -di strupturally weak limbs or d v e or, 8. :Pesticides, Do not store with other maintenance material, Store herbicides "downwind," considered dead or irreparably damaged. R storation and replacm- ent of allowed to cOmpletoly fill planter beds. Shrub&hodos and vim shall that Initycause a saf &w, ches, crosshng ay hazwd� R w,ft*eff0tmg bran relative,to the airflowfiDin other pesticides. vegetation.is considered routine maintenance--and sW_1 be: lished, as often not be trimmed into.round,,square ":or geometric shapes. Side growth and.r0bingbranches. as necessary durmg. the maintenance period. Vegetation replacement shall 'be shall be allowed to grow unless grow�b is in front of windows over County of Ri ide T ion Agency Tr Agency Landscape MaintenanceSpecifeations County of .-Nerswe Landscape Maintenance Specifications County of Riverside wisportation Riverside Transportation Agency a ritenance Spec ions County of Riverside 4&nc Lpnd Mgiottnari -Speci ardscape M i i&4 _y cc: ificafions As of October 8, 32-0533-1 As of October 8.2009 320533-2 '700 As of October 8. 320533�3 As of October 8�,2009 320533-4 b. Remove branches which endanger roofs, eaves. and windows or hang Rodenticide Act,40 CFR 1,70-171, CCR Title 3,and CCR Title 8. All pesticide changes for theAuration of the maintenance penod.The contractor shall perform Vithin eight feet of sidewalks, parking lot driveways,and which obstruct container&shall be managed in accordance withthe requirementsefC.C.Rlwe 3, irrigation in a manner that promates:thebeal for aLppeamce�0 f traffic signs or strcetlights. T'hisincludes removal of dead or broken Section.6,684 and disposed of inaccordance with CCR Title,22), Each pestioid cultivated vegetation:while preventing over watering,.water run-off, and erosion brancties on the,-ground or:still hanging in the tree. formulation shall be registered far use under the. pat*ular e ponding- conditions under which it was applied. The contractor shall exercise extreme C. Provide clearance for buses, moving vans and similar vehicles along care to prevent any damage or illegal contamination by pesticides..to vegetation, 2. Inigalim includes wateri of shrubs., 119 vines,,, trees, and plants for both streets. water, fish, animals. and humans. The contractor shall be held.responsible and permanently irrigated slopes and flat areas. :Care:shall be.exacised by regulating liable for aft damage, contamination, and effects resulting from contractor!'s the:fimt and equipment to prevent -wasting.of 1� $pool* hca& shall be d. Eliminate and prevent growth into electrical or telephone transmission pesticide,use- -ent water spray on buittlings, sidewalks waU monuments and adjusted taprev lines. Anticipate the effects of wind on branches, which rnight, 1411 on respionsibility I to apply enough adjacent bardwapq� It shall be the cormews transmission lines. Shape the entire tree rather than notch the top. 4. Pesticide spray in only on still d ys w. 11 ,g shall beperformed a and i be stopped when: water to assure and maintain the health igo trees,,and planted and vi rof ailsbrubs.,, programmed for no inigatim during.period& unfavorable. weather or other conditions exist which.would undtily increase the areas.. Irrigation controllers shall be. C4 Prevent growth .of trees in front of windows, over entranceways and hazard to personnel or desirable vegetation by drift,,,runoff, or I throug)i of rain that:exceed twelve hours of rainfall 'in one:day or,during rain sterms of walkways and which will,obstruct vision,at-street intersections. the soil. Arly:project property or desirabI vv e getati on damaged,by the contractor one day or:more.. Once rain has subsided shall.be mpropurnmed for 0 controllers llers shall &I be checked reset if necessary due to pesticide.applications shall be repat 10, irri tro � 0 on, and so gation Perliti f. R partial emove Ily attached broken limbs and branches from trees the owner. afterpower outages. regardless of diameter or lengft Provide stakes or braces required fbr > future:protection. 5. Pesticide Minw water or excess pesticides from contractor operations shall, be 3. The.coutmetor shall. provide: all equipment necessary to perf brin all irrigation collected by the contractor in an appropriate receptacle I and Idisposeil of'At operations,, For temporarily Imi slopes, flat arm and trees within ficture Ul) an ,gated 00 9- Skirting-UpI'and"pollarding"a tree is.probibited. approved disposal site; or shall be applied to a similar target..area to which the private lots,that r I equire martual irrigation, the econtrwwtor shall:,provide hoses and original application was made and in the same marmer of I A I pplicatili if lowed itrigatieft equipment to I adequateIy 1.irrigate fts potit maw on at ial for.theduration of 1. Topping of trees isvrohibited. by the EPA registered label. the maintenance period. In the event that an am has:no wow:supply dueto.a 0 system,Whim the contractor shall provide a suppty::by either h All or.tru C. Wecds,,,.Rodent and Pest.Controk 6. Job site pesticide applications shall'be made by personnel capable of identifying, valves and.:valve box covers shall be kept clow-d,atall times, except when in 0 the:vest sm-cles to be controlled, knowledgeable.of control techniques, andable, actual use, LLJ L Weed and pest control shall be performed to prevent encroachment of to apply -pesticide active ingredients at prescribed dosa and rates of Z Z ges < undesirable vegetation.and noxious weeds estation of pest(rodent, Ins"t application,as required by.the label to actueve the -ortrol under job sitc, 4� ton f 0 1 , and itif requimA bripti. equipment shall be kept clear o any obstrmtions including plow U) U) and fungus) into established landscapes, including lawns and around trees, conditiont, without danger to people,pets or other animals, plants,or surrounding i heads,,which provenU:proper material. Dirt or other debris, shrubs,,.flower beds,etc. Noxious weeds in landscaped and natural growth areas, operation, shall bexemoved. The contractor shall be propelty belif:responsible for.:any ry plant beds and landscaped areas shall not be allowed to establish themselves and darna topr Jectproperty e by cam I lest hatid* of irrigation equipment. aused. UJ perf f on service-vehic < 0 io- be weed free. Additionally, weed control is to be ormed to 7. The contractor shall be responsi or having.a spill kit les and incluftslope failure at no additional cost to the:ow-w r) A Z eliminate grass and weeds in cracks and joints on all paved and concreted areas. for reporting and cleaning pesticide spills as required by state laws d an tj Weed control is to:be performed to:prevent the encroachment of vegetation into regulations. The contractor shall submit a written report of in: 5. The wntraqWis.responsible for the,maintenance,and repair of All components,of spills on.orj project ,ry e U) 0 perimeter fences and fire breaks. Rodent control shall be performed as,required propertywithin 8 hours ofincident to theowner on.company letterhead.. the in' ti, for the durationof: Wien system, the maintenance.period. Thitincludes M to maintain healthy vigorous plant growth. Live or dead rodents shall be irrigation e items as shown on the original irri drawin gation gs. removed within 24 hours from the pr*ct property and properly d ed of. Maintenance and rMar s of irrigati I on equipment- ISPos ft,04iotenance period Z D Trees, shrubs. W and vegetation shall be protected �from all variclies of insect D. Irrigation and Irrigation System Maintenance-: shall -be,done at no additional cost to the ow=.. Maintenance shall include but 0 0 and rodent damage, Pesticides way be used. to control pests. Pesticides and. not be limited,to,the fotlewin& herbicides shall he used, in. a manner. -which will not affect landscape plants 1. The contractor shalt plan and Ajust irrigation. schedules for automatic. hand or 2 health. portable- irngation systems based on minimal water requirements with the a. Repair or replace broken,missing, i p _J or op-UP:sPM heads and < M >_ following considerations: pop-up,rotors. < Allpesticidels, including herbicides,insecticides,fungicides,etc.,shall bec applied a., the precipitation rates ofirrigation components CVWD LANDSCAPE APPROVAL 0 it wate - 0 only: by persons holding a validstate license for each.category of pest control b. sot r infiltrationrate and holding capacity bi Repair or replace defective sprinkler.head.risers,rotors on,risers,fittings., These plans have been reviewed by the Coachella Valley Water n work involved Any required state, county, or local perinits for possession, C. exposure andbreaks in piping Adjust andaligarisers Repairs shall District in accordance with California Governernnt Code,Section Lj n Z procurement, or use of any pesticide shall be obtained and complied with at no d. plant material include all:linings as fled' the a - Itk d ' i - imp quiring efficient landscape and irrigation design in < spec in on n. ra 65591 et seq.re additional expense to the owner. C. climate conditions _:wings T cooperation with the local governing agency (City or County). f. ET(Evapotranspiration)rate c� Clean and adjust pop sprayheads,pop-up rotors, sprinkler head risers, 1 All pesticides,shall be procured,transported,stored -11P Approval of this drawing by CVWD staff does not constitute approval haridled, a , he in strict, & Slope and rators on ii ge-ars and/or mechanism,-check and adj= to encroach into district and USBR Rights-of-Way. Trees,plans,walls, arid pp < se, rs and their, accordance with the manufhourer's label, which shall be registered: with the for.proper coverage- 01S T R I and permanent structures of any Wind may not be planted or installed LLI Li LIJ Environmental Protection Agencyand the State�of California. The contractor ft shall be the contractQes responsibility. to adjust controllers and/or in CVWD and USBR easements or right-of-way without first obtaining Z 0 0 Z shall comply with the requirements of the Federal Insecticide, Fungicide, and hand/portable irrigation application. to :compensate, ffir wvekly onv%varn an encroachment permit from CVWD. 7) < Z 0 pe , County of Riverside Agency Landscape Maintenance Specilications: 01 L1*11-7 Ld County of River"Transportation Agency Landscape Maintenance Specifications County of give"Transportation Agency t-r-r- Landscape Maintenances if ications Q F- 0 < A,s of October 2004 As of October&2009 320533-6 As of October S.2009 320533-7 Date WATIF MANAGEMENT DEPAWMENT LL_ P C,41c'14,04 0 L43MI V) 0 0 0 CVWD Plan# E OPMENT IM AiRTMENT V) NOTE: SEAL-LANDSCAPE ARCHTEC"' Li 018i > 0 Z PREPARED BY: BENCHMARK: TRACT 30966R1 LP. No. 140060 P.P. No. 25666 0 e-t3 e. r, WORK CONTAINED WTHIN THESE PLANS 603-37-" AM MNAAAAAAW. T SHALL NOT COMMENCE UNTIL AN COUNTY OF RIVERSIDE 'CROACHMENT PERMIT AND(OR A MEVA11M 103XM EN 27 DIAL M WORKM RGA LANDSCAPE ARCHITECTS. INC DOMANI PARKWAY GRADING PERMIT HAS BEEN SSUED. DR= DISC IN 7M 2 KFORE i I I oi 0 DAYS KFORE 73061 EL PASEO, SUITE 210 CONMTE PMT AVENUE 40 & ADAMS STREET U YOU Do YOU W, J, PALM DESERT, CA 92260 LANDSCAPE PLANS, P TEL:i��o 568�3624/ FAX: 760-773-5615 2%FT SE OF M-D Z 0 GMSHTS TOLL FiEt I-SM-227-2WO b mwq md s"W�d h Mo km k b nd of hqwdes WAM11M, TM STKET LANDSCAPE SPECIFIC-ATIONS < A PUBLIC SEIM,CE BY an dw 04 qpw or bm M*u*h FW*"*aft PA:X: BY DATE DAIE &I A, 08/31/2017 W.O. 00UNTY 08'0 Ad it mpmk br dekv*e no&j*W ed ra*h On for REVM OPC SCALE: < WOMROUND SERVICE ALERT CERT NZ.1532, EXP O)Q�0/4-19 DATE: THE RIUNOGTON GRWP FILE N 0. t qPW by%wh H: V: N/A Boo L items for any crosivii control measures and/or repairs as directed by the landscape 1. Any outstanding mainteriance that were previously directed to be architect and/orowner's representative attio additional post to the:owner. completed by the restoration specialist. 4�� Remove dirt and debris from around pop�u p spray heads and pop-up rotors. 2. Upon notification and-agreement of the appl icablo erosion,,,control.mcasw by the K. Prelifti� Post Maintenance Walk Through: Once theabove, have been landscape architect the owner and the contrwtor, the contractor is responsible M-t a pile limil st maintenat-ice I walk through�may;be- kheddledi At,dc pr�lirninary e- Repair or, replace defective or malfunctioning control valves (Upetric po for immediately reWiring and correcting any progressive rillirigftt may occur. post maintenance walk through, the followi and/or X4w W- )., flow sensors and master valves. Clean, and service ng valves_ The conuRclor"replace any damaged or missing,valve boxes or valve lids. Valve box li& shall be kept in place at all time&. 3. Erosion control measures may include but not be IiMi1Cd:.t0:. I Contractor must have (2) two personnel available with radio.communication for Barricades shall be placed over any valve boxes with missing lids until a, Filling the entire,lengthz of the walk througlt� replaced. Valve boxesshaU be kept level with existing.. ade as shown b. Raking gr onthe drawings. C. Redirecting runoff 2. A visual walk through of the entire landscape area will.,take 11 P I A. f MCC COMIN Ing 0 d. PrGperly. programmmig irrigation operations an examination of planting areasand.-natitig-any remamirigntaintmance items to f. Alainta* s or replace central controller systemi& as e_ Replanting be com ervice, repair specified by the product manufaclurer, f. Providing additional erosion control.nuterials such:as: I jut matting 3. Once, the priplintinarypost maintenance walk ftuugh has been completed, the Systan p ' and replacemM shall be amowlished with new parts 1 filter fabric Widwape, ar-uhitect shall prepare Tepa", a purich list of outstanding it to be and equipnilent that are,identical to existing 3. hay bales completed and vnit provide a copyofthis� list to the-. owner and contractor for 4. hay rolls review. ,and, use. It is the contractoes responsibility to.repatir, rept and adjust li� The contractor is:responsible for required irriglition by any means.during 5. silt fencing all items on the punch list prior to reque$04&a final post maintenane e walk the periods of system breakdown., ug 6. sand bags thro h. 7� and/or other erosion control items as requived. to maintain E. Fertilizer Application During the Maintenance..Period, healthy p Bef at of a final post larit material and stableslopo. L. Final Post. Maintenance Walk Through, pre commenceam, mainteriatice walk-through, each item on the p=hml�postmaintenance walk through I Apply fertilizer in a mamer that promotes health, growth,..color and appearance 3. Additional erosion control measures required due to irrigation operations purtch list must-be thoroughly satisfi4.addres A re by die- contractor. Once solved of cultivated vegetation at applications rates described in sections 329300 n -be programmed by the contractor that did not take into account. cycic and wak the above Teq*rement: has bee , met a final pos maintertawo walk. throu& may Lands and 329200 Turf for the duratim of the maintenanze period. ... Pollowing,procedurvs will.be 4aping functions ofthe controller will be installed and/or repaired,as directed by the requested. At the Anal,post maintenance.walk dircipSk the- F. Fallen Vegetation and:Debris Removal landscape architect and/or owner's reprieseroative at no additiowl cost to the used: owner. I Contrue,tor must a-ve two-a per sonnel available:wft,radio.,communication for I I I No (2) I The contractor shall police the entive project area including :all paved atem, L Frequency of Maintenance Operations� the-entire length of the waW through. lamm areas, si 6neluding common area sidewalks) and trash J N a.and collect.fallen leaves, branches and hruibs;I regardless of length or TASK: F99QVLNCY: 2. Only those.item 9 asindicatc-d on the, pr Post maiWname walk through diameter, dead vegetation, paM,trash,zigarette butts, garbage, rocim, and any Shrub and Vine Restoration and Replacement. AS-Required punch.list will.be,:Addressed, This visual.waW,6roqgb� will tonsis't of walking and all, other debris to prevent and inordinate accumulations, during tumb list items created. at. the. time of the preliminary post Weeding- Daily through.. the P normal. maintenance working hours. Sidewalks shall be swept: or washed as and examining. Pruning: As Required maintenance, walk Owou items. Any remaining gh U I essaty to keep ftee of trash and graffiti. Collected items, shall be promptly ifigaltio b removW,and taken to.a legaLdisposal,site. Tree Replacement- As Required def in,the maintenance of the wed mi i n win e noted. Tree Staking: As Required PesticideApplicatioris: As Required 3. Once the fi post twintem, X walk through is co and:any, oulistawing G. Removal of Elead,Animals Debris Removal&Disposal- As Required items created on the final punch list have been w"iessedthe mam tenance period I Removal- and legal disposal of annual. carcasses are considered a normal Irrigation System Maintenance: As Required may vrd� Any additional walk,throllvh$ required due to contractors. ir*Wlity to maintenance task 1or the duration of the maintenance perio& Dead.caicamies Fertilizer Application- As Re addrea all issues on the Poch lists desedW above. will be: proided at the shall be legally retuoved immediately when discovered by thecontractor. Fallen Vegetation and Debris Removal- T�Mce Weekly contractoes expense. Removal'of Dead Animals-. As Roq#ired H. Erosion Control: Re-mulching(maintained at 3 Inches): As Required END OF,SECTION 320533 Erosw�n Control: As.Required I The contractor is responsible for daily visual. inspection of slopes and immediately reporting areas expen=cwg erosion to the :landscape architect J. At the cnd� of the ninety (90)day maintenance period,.the contractor shall:request a post- audVor owwr's; representative on the same day noticed- If the contact,"b9s to maintenance walk through with the landscape architect. Poor to. requestirelhis walk Is of areas experiencing through.the following requirements.inust be entire nofifythe:landscVe:�a.rch.itectan&or�ow.per representative ly satisfied: eres,=on the same day notic4 then the contractor assumes full respowhility C_r1w -0 S Agency of.Riverside IYAA�Jon Agency Landscape Maintenance Specifications: County of Riverside Transportation A y Landscape A�wOncel,peakitiotis Courity of Ri genc As:of October,8,2009 3205-33-8 As of October 8, 2009 320533-9 Asof October 9 2, 009 320533-10 RECMEDWATER,UMCATION SYSTEM D. Specified depths of pressure sup ply lines. laterals and pitch of pipes as stated. -this Trenches adjacent to of.underexisting treesshall�be closed within..24 hours,and when section am.ruinimuins. Settlement of trenchies,lower than grades,spect m the,final this is:not IlimiblA, the side of trench. ,closest the. tree�ortmes aftftd, .shall be, grading plans is cause for: removal of finish grade treatment mftl treriiAes covered with moistened,burtap. PARTI:-GENERAL m-conipacting-auldrepa-m-"g,,offlitisblv-a&, treatment. E. Protect, maintain and coordimate.work with otherpontractsf specifications, trades, and 1.01 SUMMARYi E� Follow current printed. manitfacturees specifications and drawings for ite utilities,�Extr0aw are shall be , I=11 d in owavatin and, itt arm due to 1118 or AN the inform ion not specified or orwhically indicated in:themost currentset of mistruction existing utilities, :Contractor shall be for damages caused by their A� This'.section wvvrs. the furnishings of all materials ad performing, all operations to drawings. opmtiotm In.theevent that damage,does oc�ft- costs ofuch:repairs shall be paid pro" la complete operable landscape irrigation system as shown:on the drawings by the contractor unless other.ArrOngem I obts have been m ade with the.owner., itwhidinig,the followinw Fa SA�aled dimensions are approximate and at times it is not possible vol ladicWl fittings and other related equipment graphically oti: the conwitetion drawings. F. Use caia-ion Witere trenches and piping.cross existing.road."_ si,sidew-a ha y 0 1 Treiichirlgg,stockpiling excavated materials and.refilling trenebm Contractor shall be. m -nor changes:caused,by�aetW site CmWifions� paths or vurbs. In the event -that damag dms occurit the- ceptr wilf repair s, ch ponsibleftin] Before proceeding with any work, the Contractor shall carefully cbq* aod vg* all damaXeiat,the contractor!s expense. 2, IrrigaWnsystem:components including but not firnited W piping,wye strainers dimensions of related architectural elements, utilities.and landsmpingand finnish and LLJ andviiclosures e ft I itings, rotors, spra� heads� central control system > VAN S�, itti 1.04 REQVIW DOCUMENTS. install requited fi I n1g& controller& witing and final adjustments as determined by the architect to 0) insure efficient and uniform distribution. Do not install the irrigation system as shown on whenit is A. Submittals U-) G. oo obvious that actual field conditions such as physical 0000ctiq#�graft 1 Pipp connections to irrigation pump stations, water mews and backflow ngs- 1. Submit (6), six set of all irrigat and field dimensions vary from those recorded on the construction drawi ation equipwricat to be used, manufacturefs prevention devices; Immediately bring any such discrepancies to the atilention.,of:the ardhifect� prior to hrachures�service manuals.,guaraftes,and:opetating ih�iirts for approval 0 procceding with work. If immediate notification is tiot.given. and s*,h dies to,1be:ataliteq'Prior to,beginning work. 4� Testing and inspection of irrigation system, exist$ the c ntractor shall assunic fu I I responsibility for evisionsi, as complete with tableof contents. The with work in o necessary r itect. is appir determined by the archt the fivid uritil,thisi subtrit Ld Z 5. Clm-up and maintenance Z < All central,control -system telephone commt and/or radio communication shall B. Service Manuals (A m a. The conditions of the Contract and Division. I apply to this section as, fully as if be tested and certified�in wiKing by the appropriate:manufactuives-representative:and request it I I I ga W., 'Me Contractor shall rmnish repeatect herein. shall also be tested on line with the central eomputer .0, to alk sery x manuals -system (4) four ic 'i to the owner prior to rt4 ry flurough for substantial completion. schedul alk dwough for subs(gotiaf completion. Manuats shall he U � I J L02 GENERAL REQUIREMENTS: subtuitted:in.abound km complete witfiluble 6twittentg,and-,workiftanship Warrall! c.0" 4*4 Z 1.03 EXISTINC,FILLD CONDITIONS- form on company letterhead.copy,, of., . of the letter of V) U_ A. Code Requirements shall be those of State: and Municipal Codes and Regulations Certification, :for the central control system on: the central control. system V) 0 locally governin this work, providing that any requirements of the :Drawings -and A- Preserve and protect all existing trees, plants, mornumrits, structures, hadscape and manufacturer7s letterhead and sW,zontain,complWit entarged drav"ings of L-Li Speci0cations, not conflicting therewith but exceeding the Code Keluirements shall architectural elenwrits from damage due to work in this eqiii m,gat section. in the event that ip installed showing component. warruntn' s and catalog numbers unless written permission to the cpnoury is grar ted b Architect. cur to inanimate ir or ar u shalL include govern, y the damage does oc object and structurm the contractor will.re," together with the manufacturer's name and s� M .i als Z ,eration W by h wine replace such damage to the satisfaction of the owner or owtices representative. Damage instructions. Manualg.shall be�su*j ct to:ap-pr v t e.o. r or 0 B. Conibim to the requirements of the:reference information listed below except where or injury to tivingplant material will be replaced by the cort rac at the co s ownees representafive As tb 0. etene". Z 0 more stringent requirements are shown or specified in the. most current set Of expense. construction documents: 2. The service manual will be incorporated hito the:tuaint mancemanual prepared F- B. Trenching or other work required in this section under the firrib spread,of existing trees by thearchitect. I American Society for Test Material (ASTM, for test methods iflically < 1119 Spec "I] be done by hand or by other methods so as to prevent 11arm,V 610$11 CVWD LANDSCAPE APPROVAL c); Z referenced in this section. branches and I roots. C, Rm These plans have been reviewed by the Coachefla Valley Water Zil District in accordance With California Governerrint Code,Section 2. Underwriteals Laboratories(IUL�for UL wires and cables. C. Trenchine in arms where root diameter exceeds 2 inches. shall be done by hand. I Prior to beginningwork in the field the controusha secu acornpletesetof 65591 et seq.requiring efficient landscape and irrigation design in Li CL Exposed roots of this size shall be heavily wrapped with moistenediburlap to-avoid irtioation plans,At thet,original scale complete witt .details:and9pecifications, T < UJ C, Wo*involving substantial.p4trabing fOt in$W-1,000171 Of brass pipin& Wye strainers and � � 1 1 11 1 1, cooperation with the local governing agency (City or County). scarring or excessive drying. Where a trench4 machine: is operated in p to The contra shallberesponsible lb triii a-set of bluetifie,prints for every other related work shall be cxecuted by'a liciensed and bonded. plunibing contractor. roots that are lessi than 2 inches, the wall of the trench shall be:hand trimmed nd c mak week on the project, At the, e of each work' day the ontractor shall Approval of this drowing by CVWD staff does not constitute approval mg (If Any necessary permits,shall be.obtained priorto beginning work clean cuts,through roots. recoW all work accom-plishedforthat day on the set of'blueline prints in red T RX '1� to encroachinto district and USBR Rights-of-Way. Trees,plans,walls, X < and permanent structures of any kind may not be planted or installed LJJ n ink. Them record.drawings end of each work, $hall be.broy 0 at tile ght up t �t, LIJ LLJ week by a qualified 1hedtiawinp I should indicate:the following- in CVWD and USBR easements or righl-of-way without first obtaining LL, Z an encroachment permit from CVWD. County of RiversW Transportation Agency Recycled Water:Irrigation-Specifications 00 < .............. As of October 3,2W -ersideTrimsportation Agenoy Recycled WOW'Irrigawn Specific ations County of Riversiilcltan Agency 90*1ed Water trin Qns wortation Speel vati 32WO-R-1 Qunty, 0 C 4 Riv OEPAR T As of October-:81.2009 328400-R-2 As,of,October 81,2009" 128400-11-3 Date WATER VANAGEMENT F_ 0 < U_ 0 0 CVWD Plan # ltvf , :)Phi l,lTS5R'VtCl!ESDEPARTPA1ENl V) U a- I I I � ry V) NOTE: SEAL-LANDSCAPE ARCHITE-C"' BENCHMARK: SHEET NO. i U—i 0 Z PREPARED BY: TRACT J0966R1 L P. No. 140060 P.P. No. 25666 > < WORK CONTAINED WTFflN JHESE PLANS 603-37-68 0 t0VVV*8A&A&*4VVVVVV~ COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN Law \01 o ELEVAT1M 103XM DOMANIPARKWAY 28 Jmm < ENCROACHMENT PERMIT AND(OR A DK M WORIONG RGA LANDSCAPE ARCHITECTS. INC BRM DISC IN UJ n 0 GRADING PERMIT HAS BE SSUED. AVENUE 40 & ADAMS STREET UJ DAYS K 73061 EL PASEO, SUITE 210 031 11CRM POST YOU PALM DESERT, CA 92260 2WT SE OF M.D LANDSCAPE PLANS 0 > 0 YOU:IXG 0-5 —3624 Z 1 0 p* edoW W"Do pla b for=*q TEL: FAX: 760-773-5615 WAMMTON STKET LANDSCAPE SPECIFICATIONS OM SHTS �Zzz T�t: _ (40,� -M- ,." FME N W=G < TOLL FKE 1-M-727-M h=MdW=qt*db=FN= b rmw of&UWAS n < 1. /2017 0. COUNTY 0% Ir ?5 WW or* MhOA W P*"*amd DAIE .1- J-1 , �00t) A PUBIJC SERM BY MW BY DAIE Am. 0 08/31 FOR: W. WA W Mn*W 012*6 36M OW M*fie On br P CAO ERT NO.1796 EXP THE RIUNGTON GROUP F1 LE NO. C SCALE: UNDERGROUND SEM AURT WW 1111*=4 mmly 1 1 2 094/201 il DATE: H V: N4A a. Any zoning changes, D. Controller Charts U. Manufactured from i gi polyvinyl chloride fPW) vompound in E. Purple Non-Pressure Lines Above Gy virgift ,a& accordance, with,ASTM 02241 and:ASTM D 1794, cell classifica6oti b. Dimensionfrom two permanent points of reference �building comers, 1- Prior to scheduling a walk through for substantial completion,provide a record 12-454-B. 1. Purple NIcin-Pressure Lines: (dowrismani of electric remote control valve) fixed hardscape comers ro"intersections,permanent existing utilities) set of field-controller charts which have color cWed each, station within each b. Type 1,Grade, L tilit1mviolet"Resistaxit PVC_SC RAO,com,f to ASTM 13179-543. the location,,of writrolter to the architect for re"iew. After review, the architect wi the following items: It return the controller,charts to the field foreman requesting further information or will 2, Fittitigv Standard weight, Schedule 40� irdectfpri�tnolded PVC,coM*ing with 2. fitihw Standord weigK Scheduk:40 in jactiort inot'd PVC, complying with STM 6 '41 cla I Water meters. notify the owner that the rowrd:set of controller.charu are comjp late. Afty A 1)1 IM imd.D246 ce issification 1204-K ASTM 1245 01,184 and 024*00 C .2 Pump statiow. approval from -the owner, a,:vvAk througli for substantial compleli may be, .3 Connection to existing water lines. 4. Thread s-Injection molded type(whom required) 04 Thmimb-1*00*moldod tPo4whm required) A Routing of pressure supply lines at every 100 along rautin& b� Tets,and E.Ww sidegatod Toes and 0,11i,s Wye Straine" 2. Prior to scheduling a firial. walk thrum, one set efcontroller charts shall be co ThreiiidedNipp*, �A$TM 024K Schedule 9,0 with molded Thrvads. .6 now sensors, professionally drafted in auto-cadd by the architect for wh,. Controller. twit 3. ThreWed Nipples. ASTM D2464,Schedule 80*ith molded threads. 1� Joint Cemenvand Primer:-I�peas:remmmended�lby man w re, pipe ;I Master Valves: installed on the pmject. The controller drawings shall be an-whO auto-eadd nuf tu rof . ' and .3 isolation 8211V live& reduction of the: ova covered by that controller unit and "11 be at the 4. Joint Cement and Primer-, Type.as recommended by manufacturer of pipe and Quick Coupling Valves maximum allowable scale thalt will fil.inside the.controller door without folding ftit* Wiz 5-116-7 ,IQ Air Release Valve,$; the4rawin& 4. Qta,&.K.',e:Stabi %r am hotrolled '17 Hook with propetive vinyl C. Gasktt�End Press 1, ine-- tubia&welded to�#4-Tebar:stake, pp Su I, '12 Dri.p Valve.Assemblies 3. -IU architei; intractor 1] vedf ntroller chart.at"i time of t and the cto sho ycach w Sfee .13 ]Flush Valve Assemblies the final walk through:and once succvssful tbc architect shall:deliver the fina, I" Gasket-EW Purple Premm Supply Litic,(downstream of B,wkflow prevention F., S whig and Conduit*% .14 Swing Check Valves set of(.,antraller charts to the owner orownees,rvprosonuittivv prior t ,41116 46.1.109: dovicc)PVC CUss 20ORT(4"and largpr� .15 Central control System controtters the maintenance period for the- contractor. The controller chart sew to the i. All �PVC sleev, ly line arid non- pressure supply line shall M9 or pmsurt SUPP .16 QrounJing rods. owner shall be hermetically sealed between two(2) pieces of tninitnum 20 mils 4. Manitfitatured fiom virgin polyvinyl chloride (PVC) compound iin :be twice the:nominal used for sleeves below grade as r! Control wire routing if routed separately from pressure supply thick plastic- accordance. with ASTM 132-241 "dAST- M D1794; tell classification iridicA W- d in-the fo owing s.eeve...aridedtid u itkb6duW line)- .18 Control wife splifoesihat we outside oftho controller. 4� The archiiect shall then deliver one controller.chart to the contractor who will b. Tyel,Grade 1. 2. Slevvingand '19 Weather StationEquipmont permanently:fix thecontrollet charuto the inside ofthe applicable controller.: 'M D1784 and 11 .26 Communication Equipment for Cttittut Control System 2. Fictiow Cast Iron or Epoxy coated sted; compAying,with AS1 "-2 2"pressure supply line. .21 Other equipaim as directe 14241K ealte on: P' PVC �ffit d by the architvct. PART 2-PRODUCTS Is"Micasi: 124,54-H. SC -.4 1 -and low Or supply tirie� P**:PVCSCH140..f lincs,, 2. Prior to seliedulin a wa k throu Gas."- Factory installed in pipe and fittings,havingametal or plastic support & (I)oft, g, I for substantial coy np)etion, provide a record 2.01 PIPING 3. _V4"'PVC::S0+40 ndukitfbrvpto5�wires. set of field as-built dmwMgs as described above tothe architect for review. within the-,gasket or a plastic retainer rin S it #for gos-ket. el 0):ot*V PVC _C.14.4 r� wires. After review,, the architect will return the a&-built so to the field foreman A. General Piping: f, PVC S-04 40 (I)one 1 1/4 a f wi o res. requesting, further information orwill notifv the owner that the record set of 4. Lubricant-As,recommended by manufacturer of fittirgs. PVC:Sit-H 1 0:1 ad u 0, 40:co ., tut for to 20 wires, field wbuitts.drawings are complete- After approval frorrithe owner, a walk 1' Pipe sizes shown are nominal inside diameter unless otherwise noted. b. (1):orle.2"PVC,:S-044-0,conduit lbruo to,3 0 wires. throu fo.T.subsilantial completion may be scheduled. D. Nm-PmssuwLines,BelowG c: b gh oad A rupi.to 35 wires, 'P C:SCH4Qm1r'c-w. .qdUftf 2, Pipe shallbe identified with thefallowing indelible markings* I on,c 3/4' : V- or flow sensing,cable. 1 Prior to scheduling the final walk througji� the final set of iffigation as-built 1. Purpe Noo�Prcssure Lines-, fdownstreant. of tli�trtc retnote cont": valvo, k. (t)�one,34 PVC SiCH 4-0- w4tv-conduit for:master valve wire. d ia- wings shall be prollbssionally dmftW in auto-cadd by.1he architect a, Manufacturef s name� PVCiSCH:40. b. NomintI pipe size. 1 Flowsening,cable aWmaster valve wires shall be installed car_&it,their own 4. The,architect and the contractor shall verify the final a"-uills at the time of the c. Schedule or class. 2. Fitti 195- Stand we ht, Schedule 4-0, itijec�molded PVCcom ing:with wriduit';sevariilte"dalpart Other wifts, W '' ard , ig ply finalwalk through and once successful the architect shall:deliver the final set of d. Pressure rating. ASTM D 1:794 and D2466,eel!classification:12454-13- ast,b ifts ifiting :uAt draw s to the owner or owners representative Prior to init t,h e; e. NSF(National Sanitation.Foundation)seal:of approval. 4. Sloovittgand.06aduft materw Over-Conerm V-Ditc maintenance period for the contractor. f Date of extrusion. a. Tbreads�I-qJection molded 0"(where.required) b� Teesand Ells-side gated a. Galvanized SCH.40f,01 11�-2 1/21 pressure so fir. B. Solvent Weld Pressure Supply Line; Th. �Nipples: ASTMD2464,Slched Wwithmolded1hreads. SC b� line. pr Y :and largerprmsuresupp ta GaIvaaizcdSCJi:.40�Ibr1W* M'', Ihics�, 1. Solvent Weld Purple Pressure Supply Line: (downstream of wye strainer 1 Joint Cement and Primer.:J�W.as repa by,manuflitcturef of pipe and d, (1)aie;%"GaNanizetIsm iwoouduit_for up.to 5 wirem, PVC CLK%E(I`�3-) eo (I)one l'*Gah;mizcd.SCK 40.Jcor&4forupto8 wires. E (t)�QUC 11/ 1:3"iz 1M.40,wi :for p to 0 wires i.p ,0:on G*1v CH 40,Ac�_uit f 1P to 0 wires wl i" auized, or t 21, emido county of Riverside 14ansportadOn Agency C U" gation P wations RecycledWater Irrigation Specifications llevy ications -irrigation S leatiOn's 0 ty of Rive Transportation Agency Recycled Water Irti ecif . .v! Wow][trigation Specif Recyckd:W County of Riv TransportationAgency Countyof R ivcrsido 7�*�ition Agency As of October 8,2009 328400-R4 Aslof Wober 8�2009 328400-11�S As of0dober8,2009� 328400-R-6 As of OctoberS,2009. 3284MR-7 F. Isolation valves shall be all.brass quarter turn hall valves,with:luiird, chr hall on lines, T�andim. Isolation valves shall:be lug style butterfl clasto ric M. Fbmrsc 11tenance Der (I one-T Galvartim-4 SCH.40 conduit for up to 30 wires. y valves with BuoamN me ts,ofe ting,and mai manuals sbal I be.provided to the ow after 'S -11.40 conduit for up to 3$ wires. sews, ductile iron nickel coated disc, and, stainless steel stem 'With handle and 10 -br i- (]).one.2 1/ Galvanized C startup and.shall:include parts manuals for curve f position galvanized memory plate on lines 21/2'and greater. j� (1)oiie.3W'Galvanized:SCH.410 wire conduit for flow sensin cable. pump,general sequalccof operation, and electrical schematic:for control panel. k. 0)one 3/4"Galvanized SC14,�4,11 wire conduit for-master valve wire. G. Gauges. shall be 21/1"' diameter face, glycerin fill1ed with stainless casing and brass 2,03 BASKET STRAINER On-Orade Pipe Stabili=r Ban.-. 5/14"hot rolled"J"Hook with protective vinyl intemals. tubing,welded to#4 rebar stake A Basketstrahier shall be manafactured with. a steel powder cmt or stainless steel body Flow activated paddle style magnetically coupled.flow switch,sensitive to flows as low with an, go- filtration.element and.stainless:sW basket. G.. Brass Pipe and fittings. as I fji�,mounted an pi i and-interconnected to time delay relay to.shut down pump ping on no-flow conditions,time delay relay adjustable ft-omn 0 to 51 mil"es. Specify baAd, strainer at P.O.C�dirmdy down, of the back-flow device. Install 1. Pre-saure Supply line (from point of connection through Backflqw Prevention perfilterdeftiE Z Ckevice) Brass pipe shall he regular weight�85% red brass, A,NSI Schedule 40 0 1. Pump.system shall he mounted on a structural aluminum skid.wM, motuitiagflan s on screwed pipe. 104 WYE STRAINER V) front and back tv allow for mouriting ofskid,to concrewpad.Ski equiopedwith. pipe support onsuction and d I ischarge piping. All; nuts, and bolts,and washers W,be. heavy Fittings.- Medium brass,screwed.at, 125 pound-class. A. Wyv.strainer shall be bronze construction with,a stai :stegl.screen element, Wye zinc wated steel on skid and piping. Skid shall include.mounting hardware for integral aluminum.enclosure. straitier:shaff have astandar&f1iltmtion size of 90,me BOOSTER PUMP J. The system enclosure shaH be vandal .and weather resistatit, marine grade altuninuth 105 PRESSURE REGULATING VALVE 00 A. Bwavr pump shall be single, stage end so;tion clow. coupled. centrifugal, cast iron, alloy 5052-H12 construction WM rectangular punch-outs- for viewing: and heat dissipation. The enclosure shall be low profile hin adlock A, Pressure.reducing valves shall be, of bronze and stainless steel constructiong and be ged top design with p bronze fitted construction,, equipped with mechanical shaft seal,, back pullout destis", ion.. The cover shall ith.stainless,steel:hard Provis be secured,to the concrete-pad w, f a4justed rom 25 PiS 1 to 125 P&L 0 impeller shall. be keyed and locked to the: shaft with a hex. head impeller nut :and washer., Pump shaft shall be high strength SAE. 1045 earbon: steel protected. in the-, A b4lowing option(s): 106 MASTERVALVE stuffing box area by a re bronze shaft 91 e K. Pump Assembly shall include the f r) plooeable eov . Pump shall.be directly coupled LLJ to a C.-fitmelectric,motor, (ATT) Where specified by the System Design Parameters, Sound Attenuation tharn A. The musle r-valve shallbe normally closed,press=- reducing,: Protectin1w shall be installed on interior of enclosure with baffles, on venting to- reduce. sound constant downsmin pressure whenopened. Pperatitig volts 1640 v) 131. Electric motor shall be of th squirrel ca i ion, type,suitable for full voltage manating ftoin the boosticr s _Sc oductl ystcm. VAC Regulatingand surge anticipation control pioloCftange 'ft. in 5 125 psi with Ld start g� Motor shall be ODP to aid in :c I cot I in& Electric motor shall be rated .for. wit, acow*y wilhin;41. 5pw tent of seffing. Capable of q00004 . ithtwitrarige of�.01 to 111 continuous.,service. The motorshall have horstepower ratings such that Ow motor will (Vnq Where specified by the SystemDe-si,gri Parameter a.-VadabletequencyDrive < LJ 4 G.M. Copper enciased satenoi4s.that:am:0000gico,msW=t and,provide heat System:to convert me I phase power to,3 phase power forthe motor-VIFID early the maximum possible load to be developed under :the designed pumping ss T, on epoxy g 00 Irb aw i 1 life,cast iron 1) otly and bronse trim fully Z ve f�edback signal from system mounted stainless steel transducer,and V) conditiotts and not overload the motor beyond the no-n, Is i Motor guided�6M psi.rated wit D11-0 cw, 1, W � e rut ng Of the motor. 10,recei pressure diaplimgmassembly hzi#nuat ff bililyu 1-- LL_ servioe-factor. Them shalt.conform.to the.latest:NEMA Standards in conjunction with inw-raiii softwm driven PlD control loop maintain Customer 0 for in I oter design a I ndconstruction. adjustable constant,system discharge�pmssure by varyin th $004 of the 9 C, Pump in 1:07 FLOWSINSORS response to varying-s ra.load. yste Z C. PunV:Co#tr*l Panel shall have a XEMA 4X plain: front noti-metallic enclosure with. A. Tho flo. w meter shall use,two 14 A.WG;one red�and one,black in I'PVC.conduit to WSW) Where specified by the System Dvsign Parameters, Flow activated aon- 0 padlock latches. This Includes power and control re-settable thermal circuit:breakers, connect.to.the 1040on controller. 'Me maximum Vift run between flaw mew and 0 W AU$Wbk Pivoting yam style atagrictic0tly vouplcd Flow Switch, with 1300 sv.r,ivs heavy duty magnetic starter with adjustable overload protection,Hand-Off-Auto switch edittrollo shaltbe 20M ft.The flow Meter sh 1�§enilldwvolta ba o ck t Z It I a select mode of operation and heavy duly numbered terminal strips for power and stainless vane. brass body and weatherproof enclosure. Flow.smitch sensitive to flows the controllarand therefibreall.electrical 0 LJJ I as low as I fps, with electrical contact ratings of 5 An at 125rzli-Q, VAC, pres ft control wiring lead terminations. Any mots en -h < M >_ rated to 250 PSI, motmted on piping and interemneeted to time delay rda�y to�A ut X < _J down pump on no-flow conditionstime deloLv relay adjustable fieth 0 to 5 minutes. CVWD LANDSCAPE APPROVAL 1-- C40 0 Z D_ Metal oxide varistor protected pump start rellay(s) incorporated in pane I to.start pump 0. It is intended.thatall wire-runs between the controller:and flow meter shallbodirect Flow switchto contr 01 of pum,pin's urift), are , V) 0 (option. provide on-off pulls#W.shall hav n splic If wire SO Am I aye]dablvi they shall be-installed in: These plans have been reviewed by the Coachella Valley Water with Signat-from each irrigati on.conuoller. Distrlict in accordance vVith California Governemnf Code,Section ith CL a,valve box w Water proof conneciors and property lab"valve boxes. 65591 et seq.requiring efficient landscape and irrigation design in IAJ CL Z L. The services,of a factory representative or trained service.professional.shall be,made T E# < Gi I, Alt system piping shall be type -L"'copper..All,fittings shall be copper or brass, with available.on,the.jQb 94tC,to inst nd PeOrn th I startup and instruct the cooperation With the local governing agency (City or County). cheek allation a in 4 twistie - C_ Each flow meter shallhave the follovi,gtharac .ri, _r F- unions or flanp-s to allow for system disassembly OF majior component removali System r"dings,suction L ff-mingto � c perating person net.A stamp,repof t containing voltage and m, petage: b e a�S h 90 polyvipyl chloride tee 7 or,bronze tee: Approval of this dravVing by CVWD staff does not constitute approval shall i.ne an inte I fu I pipe size bypass tin f or ,"_Ao ra, e with isolation valve to al tow or nated flow conditiorts,and gcneM elt puildn' s Output that DQ an& pulse rate thatis proportionate to encroach into district and USBR Rights�of�Way. Trees,plans,walls, g and discharge�pressure read cqu 0) - jngs� , , ,, , I 1 2. H#v IS TR� pump removal and.repair without disrupting water supply to system. characteristics shall be submitted tothe Owner. to it*40M and permanent structures of any l(ind may not beplanted or installed LLJ CL in CVWD and USBR easements or righf-of-way\Without first obtaining Ld LLJ 3. Fully- flb1le i thic internal interfit". � COMPS;t With at'VIIOAX,ld,controller Z 0 r) County of Riverside,Transportation:Algency Recycled I Water IrrigationSpeci,ficatiottg 4� Powcr*d by the colalmller an encroachment perrn�lt from CVWD Z County of Riverside T A kp�Water lifi tiort Speofcations County offtiverside TivasportationAgency Recycled Water Irrigation Specifications gency, a -7 Z As of October 2OD9 328400-R-9 Z 9)L10/I 0 Q!q�_ As of October S.2009 129400-11-10 Datd WATER MANAGEMENT DEPAWMENT ry As of October 8�.2009 329400-R.8 556 0 U_ 1-- & �7 fy VF7L0fPM:ME�ZVrCE 0 0 CVWD Plan 0 0 0- kRCHITEC" SEAL-LANDSCAPE � BENCHMARK: SHEET NO NOTE: TRACT J0966R1 LP. No. 140060 P.P. No. 25666 W PREPARED BY: > 0 Z 0 VAN WORK CONTAINED WTHIN- THESE PLANS 603 37-68 COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN M. I. V) MXVATM 10M1 29 ujzz _RMIT AND OR A DOMANI PARKWAY ENCROACHMENT Pf- RGA LANDSCAPE ARCHITECTS. INC SIMS ZSC IN MAL N GRADING PERMIT H KS S U E D. AVENUE 40 & ADAMS STREET 10 BEFORE 73061 EL PASEO, SUITE 210 _NLIE PCOIS 00 00 8 LAMILo M You, 1XI P ESERT, CA 92260 LANDSCAPEPLANS 2%" SE EF M.D 0 P= V b pide b**06W i*ta On b"Mme for=14 T -568-3624/ FAX: 760-773-5615 OfZ5 SH TS !ZZZ LANDSCAPE Z ! WA W- D46TON STRM SPECIFICATIONS X, 0 TOLL FREE 1-000-227-26M b M"OW mpw�of Im*4 hm b b STA of 6ff"Cies 08/3 FOR: W. < A PUBLIC SERVICE BY I"'k=*ow or 64 M*dK b A*M*Mid me BY #R. DAIE /2017 SCALE: 0. COUNTY OF 0JV_%T Ft! NO. *4 be mWA for ikm*m uqb&mbb od to*b On for REISMS CERT P��.l 5329 EXP-1` 9 /-A-'/2019 DATE: H V: N ZA THE RLINGTON GROUP UNDEROMD SERVU AM Dow MMTY __J 1 =4w by the on* ................ 5. Replaceable metering insert shall feattire a six-bladed design with a proprietary,, B. Outk-.t:Manif6Jd:fbr Point to Point Drip Irrigation W. ranges. -be tegul� torsit-all have a built-in indicator pressure,It9platim T Ja that no-magnetic son-siqgmechanism 2,12 ELECTRIC CONTROL VALVES sho� -outlet of the PNOW pmw;m is-a*44 Operating ranges f 6. Supplied by,thesame manuthcturer as the irrigation,controller. I. Eritiuion.D.e.vide-wit,h��.�7'FPTinlet,thtead,for.�/�"MIPT:.threadedt'm.w,,�p.mv.idin-g.a 'Valves shall be fiom: 1:5-5, , M in 5_�,Plsl i Inlet and outlet ports of the A. Electric RemoteControl Valves.Electric control valves with.purplabandileand tag with manifold with six five-flowing %r barb out ts- Each b*b outiptsball be isealed of valve shall W. D. Irrigation zones must be:sizedso thatthe specifiedflow m-euris capable of reading the pressure regulating feature two,way solenoid, pilot operated made of syntholics., non with it durable retticivable., plastic cap.that can be removed:for add' emission minimum and.maximum sallonsper minutc:63r.all.proposed zones. corrosive material, diaphragm activated and slow closing.,Include free! pfvoted.�seat devi Air/Vacuum.Rel f Valves:A ubs ce, 'T M :Dri 'g. p scal,retained(mounted I without.,attachment to dia*agtn, E., Install down stream of master valve. C. -ort Adapter- -acu relief valves.shaltbe.cons -of: y amior Jac plas-tic ith an Emitters For Point to:POW.Drigirrigation with Multi-P 14 Air/v ..um tracted.. gm. b k w 9. Isolation Ball Valve at Mmifbild and/or Electric Control Valve- is 0 :1 inwirnal s W- voppet:v that capable barbed pensating emitter with a high quality diaphragm for The, 2.09 ISOL"ION VALVES 1/4� pressure com main bodly AaAftave:,*W,trialwpipe#"WMM� Operating pressure range 1. Ball Valvc: PVC threaded. true, union ball valve, with heavy bodied PVC ii.rtovod. prcssurevompeosation and .uniftirinity over a wide raW of r - te.va v, sh -7- -S 'int um. pressure for the it ell f fve Allb, PSr . in ,u ta:140 PSI.maxim A, Isolation Ball PVC Valves: Ind-u*ial grade scaled. unit socketweld schcdulc� 190 PVC construction. buttress threa-ded double union nuts, safbt�blm-k seal carr PM ter, l7mitter shall havel� take apart feature for inspect, n. d loaTdn ii io a we as an baltval-ve(Use for mainlinepi. 1-12 1 r) pe and s1ma le as manufactured by Spearsmodel ball,seat,high, impact polypropylene handlesaft--t-shear stem, fult whedule: U bore, outlet baffte to deter entry of insects. 2.17 CHECK VALVES-., 2 122 or appruved:cqual, 23-5 PSI NSF listed- VIC tathe following,Schedule A, Swing Chv Vat, PVC Slip X Slip check valves, for noo�prvssute lateral line W Isolation Gate Valve.- Bronze, sc-row-in-bonnet, non-rising stem, crosshandle� solid 2.13 DRIP VALVE ASSEMBLIES: I Gallon Sh"-(1),S GPR Emitters wed rvWcdVaIve:(Use on Mainline pipe 2"and 2�1 12 in'SIZ04stfutnufacturedby :all (2).5 GM-Emittem gc th 5 Q oi ri Shrub N-11 , model T-111-V,oraM, oved.equal. A. Electric Remote Control Valves: Electric control valves with purple handle, and tag (3):1 GMEntitters f -up spxaybaads%�and spayiw0s on risers and %" for pop- 15 Gallon.Shrubtrrae B. Spring Chvck Valv= wpep with pressure regulating,feature two way solenoid, pilot operated made of synthetics 2 4"Box 7fle-(4).,�1 GPH Emitters up.rot6m And ratomon tit slers. C. boWian Gate.Valve- Iron boltedbortinet with r"square operating:AK non-rising.stem., non corrosive material; diaphragm activated and.slow closing, Include freely pivowd 36"!Box Tm-(6),1.GPH Emitters resilient wedgp t)� soft sea4 flanged. end�epoxy coated, bronze trimmed iron had seat seal.retained�=ouuted withmit attachment to.diaphragm. �ALV - EM L 0"Box1ree- )IGPI1111mitters 2.18 FLt,,.SIHV EASS .. A "v onpipe3" manufactured.by Nibco model F-6:19-11W flanga or (Use an approved equal. W Wye Strainer; ISO mesh,wreon for point to point drip A. Schtdalc :80 Ball Valve, threaded schedule 8Q::nippWs aW fittings with polyethylene D. TubingStakes For Point to Point Drip Irrig0tion with Multi-Port Adaptett :tubing:for flush 4*. 20 QVICK-COUPLING VALVES C. Isolation Bali Valve: Ball Socket Ball Valve, with thermoplastic, molded out piece- construction and toflon scat with lEOPM cushions. 1. 6"galvanized,9 gauge,.pvc coated,tubing stake. 2.19 VALVEBOXE-9-1. kr r valvesshall have a body constructed of red brass with a wall thickness A. Quic ouple isc f rface -W with 1. Disc Filter. 140 di titer for subsu applications and. supplemental drip to guaranteed to withstand normal working presisure of 150 PS.I.without leak 2.16 SUB SURFACE DRIP IRRIGATION: A. P.urplejairiba rectan valve boxcs.shall be, 14-709:4n wi4d by.,21-318,inch long trees. All disc filters to be: instal.led� in separate, va ve box, and utilized.electric *rnalethreads(pawing at1baw). Quick coupler valve ishall,have a hinge.cover and 1240 hW purple rectangular valve boxessitall be 14-3/4 itte,It wide by 17 inch control valve detail for electric control valve assembly. constmuctv.d. red brasswith leather like purple vinyl cover hot to it on such a Round ....t i rth libing: "gi VOW A., Drip Tubing For Subsu ce Drip T 16 an :12 ina I porpic s 11*40-inc inetor and 10 manner that it becomes.permanent type oi clover. Quick couplers used with.potable i- h:ht be� A fted of, Ac ...ig _ A con �rue AS pol-yolof 10- 2.14 HARD. PIPED POINT TO POINT DRIP IRRIGATION: watershall-bave Via I coversyclJ9w in color. Quick couplervalves used for reclaimed y L JIw drip tubing shalibe a pre-bondede,miftertype. Thatuiving.shalthaveemitters, wallor.shall.have vinyl covers paTlein color with the appropriate reckinwd water sp"at 12,.or t8,�ifthes and�itt flow rates of 53,or I.Agallowper hour. B, Valvc.boxessball.hit Itickt wiffit0/9-jillch stainless steel bolt and I I I � I I ! Ye; :141t 012rYm SletMV: in.Eoglish:and Spa ish A. Riser Assembly For:HardPiped Point to Point Drip Irrigation- warnings n 11 as the as.we, international "Do Not Drink."symbol. washer. Water dis �shalllbe via an integrated turbulent flow Pathvinkteir with dual 1. t2" Long, Vi" IPSI flexible,PVC tubing with factory attached 14," schedule 40 PVC All: pick coupler valves,must have a schedule,80 ball valve.toisolate mainfinefirorn q, affbe used mastercontrol valves. discharge pmuon:0006sing sides of the tubing, The in .0 of C. Jutnbo rectangular valvetoussh 1r, M IPT adapters on botit end& couplet valve. MaWine shiall be the size of quivk coupler valveftom,mainline Ar 4ensity 5 9 5,8mm)polyethy lene,with:an-outside norn tal"sized.,linear low teeto,..quick coup let.. al diameter(O.A)of Y.710'08mat)andan.iti diarnew(J.D.)of D. Rectangle valve b6xes,:sb fbeused for regulators, floNv 13, Emitters For Hard Piped Point to Point Drip Iff igation.: I 1 11 1 11 1 � 111.11 . . I - . 11 ,, ,, I I 41pproximate-,Jy.6.2 tit be,m Ided f M IV n 00(l.6mm-1l. Theemittw.s.sh J M Ito - i sonwrs�wye snin� filtrition de bail I d bbxe!c bPV1ce$1 va ve-8:411.1 p 2A0, HOSEDIB, polyethylene.. The.tubing sh'altbe available I in pressu t 1. Pressure compensating single outlet emitter with A"FI PT base an d 20 mesh screen. E. Round valve,boxes shaltbe, fargate valves and quick couptervalves,flush,Valve shall incorporate a.vircular siliconrubber disk designed to flusb.at startup, V��GPH, I GPH or 2GPH. M, o Brown in color. FIPT inlet and %4 ulch Cain shutd 4wing the,irrigaition'.cycle to inhibit'debtis copootiont triblies and s wires. A. Hose bib shall be a.one,,piece bod.. with V47 hose thread. non-kink_ ty owtiand pare , an,gleti:oudet 2.45 MULTI OUTLET POINT TO P-01-NT DRIP IRRIGATION: F. All valve boxesfor ree,laimed water.shall be,purplelft cabuandbare the reclaimed ON* Hose bib shall have optional recessed locking nut, B_ Pressure,Regulaor Valves For Subsurfice Drip Tubing: warn i V, ime al"D t.Dr nk bo un 4svy-ell. th, A. Drip Tubing For Point to,Point Drip Irrigation with Multi-Port Adaptev y 2.11 AIR RELIEF VALVE-S F( )R:PRESSM SUPPLY LINE I- 'The pressure regulator valve(s) shall, be a spring-oMated:piston type- with an vat brand all box ittificatio" wa it DuraPo.l.yHose ..1/4", .manufact.ur.cdof flexible vinyl chloride confomingtOASTM M unit ad ithwt externally accessit4e regulaticia: that can be remo the 0 M- 11C. letter s- and/or numbers. A4 Air relief valve shall be composed of schedule 90 PVC material. and be continuous D2,955M,D390 and D 1599. valve from the- system. The- valve shall be constructed firom,molded black plastic tpps I hangetble springs donoti tacrent acting in type. Air relief valve,shall:have a minimum inlet size of I MI PT. with A di collored with. intere dill, c(itioW of Rivorsid T Sportatlioll.A Rccycled Water Irrigation Specification$ County of Riverside Traasportation�Agvncy Recycled Water Irrigation Specifications cooniy�of Riverside Tran Recycled Wiit0� S, Recy W' S, Ifitations InWion poolficAtions County of Rivers ide, Uatispoi��:Ageffq pec As of0c A: 00� October 8,-2009 .2 2009 t6ber: 2 329400-R As.of 3 9400-R-12 As of October 9,, 328400-R-:0 AsorOctober 8�2009 11POO-R-14 AD valve boxesfshall rew-ive landscape fabric. Landscape fabric shall be constructed of Pop�-up height shall be as listed in drawings and in.no case shorter than 4 inches. E. Medium Range rmors, :shittibe capable of covering 16-$$:1 feet.radius.at ZO-60 PSI with a 5-.0 oz.weight proven,Poly lene weed-barrier with.burst stretigth of,2725 P.S.I.and vlle -9.2 Q ftist 'It 'o -60 ge rotor shall be propy r of-5, 3P md be ad a ft in fa3 , degea Long J, _b ml w or mi th.1.1 :ra r f A 4111ons per. f nulteo, aw fl ow and puncture strengtit of 60 tbs. Dewitt C. The.spray head shall have art adjustment screw used f regulating flow and radius with capablc:of wya g W-55 feet radius at.40-74 PSI wi a w 0 .3 Z7.5�Gpm.and Pie M, If V wroy4equaL matched precipitation,rate(MM nozzle. be- 4ustable tiotti I_366 grees� trit 3, or de 1. All:valve boxvs shall:twoliwl cubic feet of 314-inch gravel. D. The spray head sitall have a removable.screen to protect it from clogging, 2425 ROTOR ON�RtSER J. Purple,Valve Tag,Manufactured from UV stabilized.plastic with 190ft pull out E. The spray head shall have a.:st-airtless.steel spining f-or proper p,.p w insers shall have apufpk rubber.comaiial bevoristTucted of o do. n.. A� All rotorsmounted on, ftsistanee and hotstampod form umvi ility, Topholeshall do The rotor signed to pass heavy duty plastic vuept f*r Wiper seld,bearing Wing. a 14,gauge ovs�mallersolenoid pigtail or attach with a nylon tie. F_ The spray headshall be equipped with a factory installed check valve identified on:the rise shalibe.e.o structed of lastic. � F I I - 11 T 11 1 I-P �P Cap W capab le of holding:water up to 1,0 feet of e Wvation change. 210 IM. 01ASTON H�- ,S�A�QENERAL). W Rotor shall be mountedort an ultraviolet resistant riser am 1111111 1 um,height of 1-2"from Go The spray head shall beequip dwi a factory installed pressure ing device finish.grade supporud hy arebar stabilizer stake and,sprinkler ties. pe --th -regulat A,. Altirrigation,heads shaltbel the size, type,,and provide the same rate of precipitation tructed of stainless steel and:heavy-duty plaaic:capable of maintainmg a pressure cons Z with the same radius of' d discharge in G.P.M.as listed on draw' of'3 540 P.S.L to 30 P.S.I.for q V- ,,,pressure an Ing5 pe , a of the sprinkler. C. The rotor shall have a,diffuser pin forregulati,g flow and radius. ratio a 0 And I purp e cover or cap. V) ry Ht All spray head bodi shall have i ersal malt thread risers to accept universal female. D. --The rotorshallbave,At serm to protect it ftm clog& Jes untv gand have:arnimi mum inlet of B. Alf: head,sprinklewts shalthave stainle"steel screw adjustment for radius of spray. threaded uozzles� -1/4 inch. 223 SPRAY 14EADS ON RISER; C. Ali irrigation heads shall have,a factory installed check va I lvo�or have an after market E. Medium Range totors shall be capable of ering 16-55 radius at.20-60:PSI with a to cov, 00 check,valve Installed. us-ab A. The spray head ada rbod nozzle,stem and serven shall be molded.out of heavy raw,of t5 � 91 0M. -6in 1-360,de- -hall be- Pte y An .e adj t le:fir Lcin'' nge rotor s WVaS g ra duty plastic. capable of covering 16-55 fba radius at 40-74 PM with a tite:of 31 - 27.5 GPMt,and, �D. Allother requirements for nottTressure. lateral fine pipe to be as specirwd in fitting be adjustable from 1�360 degree,S-1. ry specification:section. B. Spray head adapter and nozzle shall be mounted.on an Sheedule 80 riser a minimum height of 6"from finish grade. 2.26 CENTRAL CONTROL SYSTEM CONTROLLER AND COMWINICATION HUB Et In no.case shall the.Iritt the maximum manufacturer's MANUFACTUREDBYCAIS04913 ,ga head s pacing exceed C The�sprvy head shall have-an adjustment,se row used for regulating flow:and radius with Ui Z Z matched p ipitafton rate nozzle. All controllewbubs."I the most current Calsense version and;model and shatt have the (MPR) U) E Irrigation hea"Along walks,curbs,paving,c1c.,shall,be positionod I inch abQvic finish, following grade. lrrigatilDnin turf areas-"I be positioned 2 inches above finish gradie. Dt The spray head shall have,.a removable screen to protect it from clogging.. s Of A. Shall he capaWof fu automatic,semi. ic,and inamial 'using a < UJ 21019mat operation G. All sprinkler heads shall be set perpendicular to finish grUd-.s,. E� The spray head shall have a stainleasst=- I spring,forproper pop down. hey to- - -ted 110 pad,t is M in ! M pan Of the ckutrol Ea "- usim capable of !jet, contim, IN, Z 'n storing irrigation whedules,monitor and,manage flow all with-out-the�Ce,ntrat Computer 1+1 All sprmhk I minturf areas shall.luive a tnimmurn poptup heightof six(6)inches. F� The spray head shallbe equipped with an external check valve capableof.hol4ing water entral 001111,puteris turned off,removed or if oommunkation'frovitto.b: e. U (i.e. if the-C. 0 up to 10 feet of elevation change. central Comptow W the fie-14 controllers.will continue,to perf weather.and flow LLJ All Vrinklem in plantor/slope 4 reas shall have a minimum po pheight of twelve(12) management in chest 2.24 POP UP ROTOR: Z B, Backlit dis lay sr'l have a tniftimum of sixteen(16 'tie 0 Z 0 121 BUROLM A. All pop-up rotors shall have:a purple rubber cover and be constructed of,heavy duty thatscrollin OrrousAmentisisminintimD Thed-is :9 plq� Z plastic except fox wiper seal,bearing and bearing washers. c ASCr shall be move from 901"a to scree".through an.intuitive,seW di taysothatitis spring; 'M pro 0 X Bubblers shall be constmcted:of heavy duty plasticand be7pressury compensation 6, 11 eeve.. All roturs to have ea&Av forthe read -d -h constructed of plastic or of plastic encased in a stainless steel sl r user-to programl:, . .i an, :understand the:writrolle-r. T e controller shall < virclei The bubbler sh4ithave .20 triesh screen to protectit front Clogging. a reinforced rib-design:w0flange encasement. display: -a for eavih station including.thc stafion's,W.ctiom the type,of an area tit pirrientu < _J plant M CVWD LANDSCAPE APPROVAL 71 ype of irrigation equi 0 & Bubblers shalt be from .25:- LO.GPM and operate between 20-90 P Sit B. Pop-up height shall beastisted in drawings andi noomebeshorted-t.b=3-1/2inebe's. These plans have been reviewed by the Coachella Valley Water U C. Jbe cloattlollorshal ditan the buitt-iw cupwity for sensing floww0ira.110W meter input District in accordance with California Govememnt Code,Section Ld Z 2.22 PORUP SP.M. YHEAM C. The rotorshat thave a diffuser pin.for regulating fl and radius. util ster valve ithout& addit f boards decoders or other 65591 et seq.requiring efficient landscape and irrigation design in an izing a ma wi e ton 0 M_ T E ow LLJ pieces of equipment, cooperation with the local governing agency (City or County). Therotor shall have.a.screen to protectit from clogging and have a mi-aim inlet, At Inhe.spray he-ad body, nqz4le�-stem.aid screen.shall be molded,out of heav In ydutyplastic D4 of Approval of this drawing by CVWD staff does not constiltute approval ry with p There shall,be a ra fse < urple cap. 3/4 inch. D_ a -von Q)rqulpr irrigationprograrnswith individu to encro, T R IC, ach into district and USBR Rights-of-Way. Trees,plans,walls, �Cyvlelkw watering, two additional programs each and permanent structures of any kind may not be planted or installed Ui station plus LLJ Ld LLJ in CVWD and USBR easements or right-of-way without first obtaining Z C :OfR* 04 1,00, pecl county ater an encroachment permit fromCVWD. ersift!)*��Ageqq Rwyeled Watcr lin ti S' ficwibris of Riversi&Transportation Agency Recycled W Irri ionSpecificad County pfftiveirsidel*00(�Oii Agooq "y gait 0M Recy wo ater t s*, , c Z < Z As of 328400-R-15 As of October 2009 32-9400-R-16 As ofOctober 8,"2009 328400-R-17 00(n Z LLJ 0 Ll-7 WATER#ANA(��EMENT DEPAR T 0 < 000 0404N: LL_ U Z ry C1404 MW V) 0 0 CVWD Plan 4EVECOPM8NT bEPAPIMENT U D_ tnl* ry (n NOTE: SEAL-LANDSCAPE ARCHIMEC BENCHMARK: SHEET NO. aot p Z PREPARED BY: TRACT J0966RI L P. No. 140060 P.P. No. 25666 2(%2(n! 0 < 2- N WORK CONTAINED WITHIN THESE PLANS W3-37-" �_ 11- ANVVVVVVVVVV4VVVVV" SHALL NOT COMMENCE UN11L AN __ZZZW COUNTY OF RIVERSIDE ZZZ D EUVATIEN 103.Wl wwwl ENCROACHMENT PERMIT AND/OR A DOMANI PARKWAY r*O WOM(ING RGA LANDSCAPE ARCHITECTS. INC BRASS D1= IN UJ KfORE DAYS KFORE GRADING PERMIT HAS BEEN ISSUED. #012 73061 EL PASEO, SUITE 210 AVENUE 40 & ADAMS STREET 0 r Li CONIMTE RIST 0 0 YOU 01C YOU DIG : PALM DESER CA 92260 2WT SE OF OUD LANDSCAPE PLANS 70 0 F_ I ------------J ]k ph*WAW cdhd 1*go 0IN h fflpm"br W" T". 9�516�_ 624/ FAX: 760-773-5615 OF,15 SH TS Z f-O-LL FKE 1-M-227-2= tt wwriq 1W&Oak ot tk hm h lk eW of ftqmcies WA*�� STWET LANDSCAPE SPECIFICATIONS Z Hz 0- < 01 I A PUBLIC SEIMCE BY am ok C04 WW tr 64=hT*tk"*bA*aft MARK BY DAIE N% DATE 0 08/31 /2017 FOR: W.O. COUNTY 080 CL ry SCALE: THE RILINGTON GROUP Fl LE N AL) 0! < UNDERGROtIM SERVICE ALERT Ad lie nWA for*Ww*a a*&s*b od a*the On br REEK 'OA9/3�/201 0. I Dam COUNTY CERT60.1 3r, EX6T 9 DATE: H: V. N ZA �*Ln 1 r C i -o ram 'With minimum,,of six.(6 stat Justa tDm pab win to make cha 'to the:'itri fi -1 tirn adj ion ru n im es an-4 with The syste-m shall be ca le of allo the, user Rges, R. The 184fich he with flip top shall provide easy aems. I an atic 0, 9 gation for prog uning min a I pro M are=- programming vapiiibility up toa specific data. When the datels reached the controller program.via either.at the Central Computer or at.the field controllerwithout requiring standing positioa under non-nal installations- C. The:controiler�shall f 01110wi - min ton fiv rain, ng .gr g,p manual program die:user to,a G:back,to the Central Com to accept the change. --M Ine es puter h C. The pre-assembled vandal resistant enclosure by Cal s shall come complete with Maximum Rain:in,Otte!four is)Lxx:i.nCh69 sense The.controller shallhave a water budget leature.that provides.monthly water v o lume P. The controller shall allow for operator-set water window,which lightning and surge protection and all tenninaLs shall. be I re- Maximunt,Rain in: Hours is.x.xx., Prever"irriglition ladbe.W.. The. p 24 wthes allotments ionate to W066W ev"o-transpiration(VI)which is interactive-with from continuing beyond a set end time.Remaining run-times shall be carried.in.a hold- assembled enclosure,shalf.comepr-ovided with an OnlOff switchto isolate the,controller W Ratal M1 b ild:4 to inches Y' Ut'.. _p, all programs,and,able to atert the user(via:on screen alarms) when the controllers" over table andshall,be applied at the next scheduled iffigation with the s y stem along with a GFI receptacle. An opti radio antenna -401.1 be� --mounted and pre watef"e is,more than fl-V--User set water budget� priontizing whichvalve,toope based on accumulated ET and the hold-over time. connected on, SS&R en,closurt, The enc shall -,�7/V' I-11V*ick, 6--pin 2.30 ELECTRIC CONTROL VALVE,:WtRE losure Inclu.0 2 cylinder,,.die-ca-susteelpadlock with unique shackles,design. A full year master WhCdolo-to al low twelve(12)month programming shal I be a Q. Tlw,system shall provide a multi-level a4ccess,controlup tofour(4)levels for A. Low Voltage. ,:,standard feature of the controller, controlling who programs what at each controller.The controller shall have the;ability D� Factorypro-assembled enclosure with,controller shall carry a full UL listjng� to track and:report on whon an.access cWc or"indiv idual", user loSp4:into die, L A.WG W UL a f pprovvd No, 14 AW,Wal copor wire or all contM wins Ire 011M OD -heo an s omk IQ out Of E� The encimum and, Controller installed equipment iv * - , 'Gi Programming shal I be based on a seven(7)�,fourteen 14,),twenty.-one(21)or;twentyrw controller.what keys were pushed while there.and w a es 4: ft .0 (5) year and.Nm 14 di b"W god within shall carry 41 .1; eight(29) day scheduling and shall:be:able to irri gate in minutc-s and as,a%of ETm the.controller.Thew shall W date and time stamped, warraulty- 2, W i.tiv colorss: Hw Thecontrollershallbe4ble receive,real-time weather data directly ft-4nan ET gage R. The controltershall be able tn display, for the user a detailed water usage-report- 2.2-8 ET�GAGE FOR CEIV M- AL CONTROL SYSTEM N M- UFAC TURED BY:CALSENSE' to and tipping rain bucket and as a stand-alone controller automatical IY use the 4ata to categorizing for each month the usage during scheduled:irrigation,test.and manual.key V -swAsspccJW� o.wdqwiflgs C .1-dr,I W-Up C approprill. operationan for non-controller usage such as bleedin valvesonmanually,tising A. The Central Controllystem shall inetudea remote c nne .4FT:,gx ohVilre Ate run times foreach station without use of a central control system. d , cte 11� Comm 9 o where shown on so As� quick couplers or hose bibs- the plans and specifications.'Me ET measuring device shall be powered..by'the selected C. Most er.V)dve:Wires�Blue- _d I thel weedy in 0.0 1"incretheift ,paw anermitiation). 1, The controller shall be abletoirrigate with eus th e of soilmoisture sensing whereas ft fiefd cofttroller� ETis; measured d' an pa ses '01M gage d, S W &oil moisture sensor overrides.prngrammed,irrigation minutes,or minutes,calculated S. OptionalRadio Remote receiver boaW,,,(modek*k-e) shaltbe built-mi the controller and shall.be sent directly to the field controller, The daily, on-site ET data shall be stored in wh�en. usin.gre.4f�.timeweW-ier-d The%oil moisturesefts6t usedwithth imig od a hand-held radio remote transmitter(model.Rlte�TRAN)will be supplied so that the 4 28-da Kit table in tbo controller, 3 wire*ice ccim�3M Day Direct*ry splice, 's. control system shall be by..the:same manufacturer. enduse can:trouble.shoot valvesiremotely withouthaving to econtrolleritself go th The hand-held transmitter shall displa ormation su v n Bi --able, shalt be installedin condait and shall be run firom the- location: of the ET gage, B. fth.'Voltage.- y opera tional inf ch as alve,o gallon 1 Thv rmutroller-shall havvilow managctucal capability as a standard feature whereas the per minute flow rate and electrical draw in amps. back to the controller. Maximum length of cable shall be.1,000 feet. Wire runs shall be controller shall Jew each station!s:expocted GPM.flow rate automatically at-nightover direct puffs withQuituadergroundsplices. 1, Type IV quired by local codes.aad ordivances,��of PrOper size to ammnm odatc -seviaral irrlgwios�and use the mainline GPM,c"ityprograrnmed. T. Tk�field:wntrollcos) shall be capable of utilizing a single mode or a combinat' of news Of 0400*4 sarviiccd� to operate UP to POP Ibur(4)- valves�ai the.same plus the maister v.6.1 . to,A n w, t w time ve hortt the a or indow communication modes such as hardwire cable-, standard telephone, E� WW4 C1. The top surfficc of the gage shall be 3 4" above grade.. The locW.on shall be th ir ru -Hz r represefitati[ve C area t 0 be ated, fbee of any, obstractionslasualight and: 231 PIPE JOINT RESTRAPM point-to-point SP ew spect in radio local radio. inthe 450470 M arw, AW Optic inig wind. K_ Alerts shall.be able to bepm cessed and responded to at both the field cor&allor modems, or GPRS wireless modom application ascommunication links to the central, The locatici i of the,gage Shall be, located in an area where.water from,spriakW heads locatimand at the Central Computer location. computer. The, field controllers shall. be capable of directly receivin. storing, and does not hit the :to rface of the, go 'alsens all bc called at 800� 72*116,04 for are ft'- 4 inch and lar gr shall be iron ductile deep bell type 5 Rp. 0 C:sh, A, All press �� lim, operating commands downloaded from the central computer. assistance in Correct placement ofthe-ET Gage. constructed.of 6545-12and,shall be in.accordanc-elwiWASTM A536..Rubber for I ...... -on ducti le fittings shal I L� Whien an.alert-such as:High,Flow" indicated on the controller,.lifte station with the es in i0es n with�A&1_4- 7 All ir psk,,t fin shall bein,acc r& V High Flow shall stil I attempt t.0, cotneon each waterihg eye le and then shut off,rather U. The controller-shall operate on a minimum of 120 volts,A.C.pawer input and'shall be D., A vandal-resistant stairiless-steel on losure shall be Mid to protect the ET gage,, The have staint ss steel exterior,I to t sy c e tigs:i _secure kJoin .res aiftt --stem. than having the alert keep the station off until:someone clears the alert from the-central capable of operating tip.to four,5.5 VAC 24 volt.A.C. remote control valves atotwe, ET gage shall be mounted on a poured concrete haw f9.NlJr-`X 6"W the en clos-ure compute I ror at the field controller. The controller shall have a reset-circuit breaker to protect the,controller from metal base and sake emboddedinto the 40,The ho iz SAND BEDDING n ontal,, s It (I plate 4411 be Mo. 2.32 overloading. belo-wl the po*O concrete, and finish grade shall be two inches(2")Wow top of M, Thocontroller shatt:have built-in amperage motor to accurately measure and sfiagnos "a grade� the concrete base. A, $and Neim%:sw be ponow' '01-01, valve sele-noid,electrical problems,such as"no curre-Elf". "StatfoRshort","under V. Install one extra 1-112 inch wnduit to controller for future use. AIN, DU currvat'% over currenC,ate. 1.79 R _CKET AND W" SEN �R FOR CENTRAL CONTROL. SYSTEM - S, PART J 21.27 CENTRAL CONTROL SYSTEM CONTROLLER ENCLOSURE MANUFACTURED RY MANUFACTURED.RYCALSENS-E N. TU controller shall have.an irrigation test program or"walk.-thrtf progra m. that has.a CALSENSE 3.01 PREPARATION dela, timc.to allow a use. r to walk,to a certain area before valves come o n-, The A. The C=-tral Control system shid I include a remote connected Tippft Rain Bucket �y controller shall then manuallywater it sequence of predeterminedstations for set A. The enclosure shall be of a vandal and weather resistant nature manufactured entirely of where shown on therplans and spwifications rain. itions.pr*to beginning work. Ovsodbed,�in this section, Grading The all'be wired A. Examine f told cond., ig i to.be ork. :timm The programmable:delay time shall,bean integral part of the irr ation 304-grade stainless steel aW the top shall be 12 gauge and the body 14 gauW. The using, the 60 of 2-conductor cable supplied with: the Tipping Rain Bucket to the o tablatis shall b '10t, I ad program pe eVolm mn1n9w test -The eciritrolloushall 4, v#p e , able of o program peratinga test program without main housing shall be louvered upper and lower body to allow for cross, now selected field controller. The.cable should be installed in:conduit and the,connections ventilation. A stainless steel backboard shall be provided for the purpose,ofmounting e lotaions�balow re-te V-ditches prior ectin ittrollerls nornial,program station times or,without terminating a regular: are to be. m ade. at a terminal strip inside the enclosure. Maximum length of cable run: _glhe co B, Verify all steev future hawscam'S"Ot across cone watering schedule- electronic and various,other types of equipment., The stainless steel backbo-afd shiall be shalt be 200 feet ' ,n-in-I work - dvi ti . F afte sleevisand conduits installed by to be in in is see .g ig W, lag , mountedon four staitilm- ,stool boltsithatwill allowforeasy removal of thebackboard. a. The Rain-Suaket shallaccurately me, mi by,mean s of a -s :Report-any-waf tict I and diwrepaaeies�10:t I be-architect immediately, asure rifiall in 0.01 ine othertrade tippingandemptying de-Vicemounted below the eenter�of the cofteotion dish. -c ou" IIVOYOW water I iviot"Triahsooft&lbi Agency RoyolodVater Irrigation Specifications C oltypf.kiverSidt, Densportation Agency Recycled WaterIrrigation S ifications C ly Of Riverside Transportation Agency County,of'R' PC County of R1 As Of October�k.2009 3:29400-R-18 As of October 8. 2-009 328400-11�19 Asof Oc , ,her 9,2009 329064-'20 A's of October 9.,,2009 328400-R41 C. lntqtjoq� stem shall betonstructed to the st and grades the locations shown on. D. Width,of Trench: 3A4 INSTALLATION OF SOLVViT WELUPOLYV � I . 5y tZes� .,at .. CMIGRIDEXPE,(PVC) thedmwi Mark with powdered lime or inarkin paint routing of pressure supply Ings- fine,Auld. :StakC thelocation ofeach; sprayhcad� rotor, electric, control valve and other Pipe-,Greater thart,3 14 minimum. A. Pelyvinyl chloride shalt be cut with an approved PW pipe cutter designed only Pipe rt�,.equipment for the 4rot three zones, Architect"I review staking and directany Pipe Less than,31": 7" minimum. for that,.purpose. ne cliang-os wM, thevontractorprior,tv procceding to other zones. This.review doe-,s_not mi an the con ,miated with omrim ic y. w,,,y alleviate s4s E. Width between Trenches: B_ All pWic4ot�solvent weldJoints shall,use ly th lv=t re endedby th tractor froin the�responsibilitic . s Din proper Uniformity and distribution of headplaoementatter staking. pipe manufactuM Do riot install solvent weld:pipe-whe tomperr&- twe is bictow:400 F. Irrigation Trench to�Iff igatioti Trench-. 6" minimum. D. Install sleoves, to accommodate, and w' under pav' hardsca arc" Irrigation Trench and otherTrade Trenches; I Z`minimum. C. Pipe ends and fi! n shall be wiped- wi P VIM MEK e ua ore, weldin pws PC _q or ap�wvvd� bef sWewaU and patbs pnior to as oncrete operations. Coinpactbackfillar-ound n a t, t , -p halt and co solvert is,applied. Welded joints,shall he given a min' um of 15, min te osebefore 41mves td 95% -Modified Proctor Density withib '21/o of optimum moisture content in F. Boring: Borin will only be permitted where pipe must pass und anobstruetion that moving or hand "ling accordance with.ASTM.. 1557. cannot be avoided or removed. Back, 6,11 shal I match surrounding soil density and.graiti Boring under existing paving, sidewalks.or hardscape,may he permitted atcoatraet�% D. Pipe shall be snaked:ftom i side �e on trench bottom to allow �for expansion and 3.0-2 EXCAVATIONAND BACKFILLING OF TRENCHES own risk. Contractor is responsible for any repairs or damage to such;items at their own contractions. Z expensc� 0 A� Trench-excavation shall as m0ch,,as possibk follow the layout shown on the drawnigs. E� All change,$,of.jiroe over t5 dogroosshall be made with.4 pd4w fitti gs, tion _p pra 1711 Trenches shall be, stmight in, Wignment and support pipe continuously on bottoin Of G Backfilling_Backfilling of trenches may not be done Until all jvquirvd,testing for the tr=h.,Remove,rocks and.dobfis. than 1" in diam�Over excaym as required irri V$Wm,has boonVomplovd. When pipe laying is not in progress at, the end of each:working day, close pipe,ends gation k F. f or�ing materiaL with tight.,plug or cap, I Material. Excavated material is generally considerect to be adequate for Ln 00 B`� Depth of Trench(in landscape:arras) backfilling,ope'rations. Before beginning the hackfilling. operation, insure that 0. Install.pressure supply line locatinglape,along the entire,length I fpiress w. -y line . o jo suppil backfill:matefial is ftee,from debris and:rocks greaer than 1"in diametcr�and is a� frc,ssure�Supply Line: IS"'front to of pipe to finish grade. not mixed with topsoil. These materials after separated from backfill shall be H Coordinate pressure supplyline With sand bad V ding opeiations 0 Non-PressweLine(127"pop-upRotors-): IS."from top of pipei:to finish grade. legally d6posed,of at contractoes expense.. Non-Pressure Line(0".1an4[smaller qp�Rotors): 12"ftjn top t of to fini sbgrade 1. No water shall. be pertaitted in the pipe until inspections:have been com leted:and a Po' pipe _adsy� 19"from top of pipe to finish grade. 2. Bedding: Bed pressure supply line with construction grade sand 6" above and period of at Jew 24:boom has elapsed for solvent weld r) None-Pressure Line(12":pop-up Spmy He settingand tuiring. LIJ Non-P Line(6" and,smaller po CIO on ackfil may be as described Z re"Ure p�up Spray Heads). tTfirorn top of i to finish 6" b wpive as, shown detai Remaii ing 0 1 pipe grade above. J_ Center , pipe With small amountcvf backfill to pre nt aft-hing:and stipping un.der 0 Control Wiring-directly at side and bottom of parmssure suppl line. pressure, Les a ts 'for,inspection during" y I join exposed LIJ Pre"Ure Supply line Loc Tape: 6 above top of,pi pea 3. Bedall electrical control wire trenched separate frompressure supply line,with LJ construction gr#desand 6"'aWve and 6."below wires, 3.05 1 NSTAUATION Of GAS.lkETmEND1P0LYV N C LOR -E,,P` I YL H 0. IDI IPEI F- Z V) C� Poptk6f Trench(underas-phalt or concrete): paving ,� � � - < U_ 4, When b=kfitlin&.slightly mound filled treacbesfor settlement after backfilling A. Lay pipe and make pipe to fitting or pi to: pipe Joints IbIldwing 01170 Pressure Sia sc pe Pply Line:24'from top,ofpipe t, gate b Compact bwkfill,to a 90% maximum density in,accovdai 0 aggiv, is co.m.paptod. ice woo-m- wendations (Johns- Manville Guide for Installation , f Ring-Tile Pip4 or (n 0 o Pipe Non4ressure Line:24"from top of pi to aggregate base.. with AS1.`M D1155:7 with a inechanical tamper. Do not leave trenchesopen for a manufacturees recommendations. >- ', Me F_ Control Winna. directly at side and:bottom of pressure supply I ine. period.,greatcT than 48 hours- Open trenches shall.be protected:in: accordance Z Prt&�Supply I ine Locator Tape: 6" above top of with current OSHA re gulations. 0 pipe Pipe shall be.snaked. from side-lto-side of trench bottom to allow for expansion and. 0 located. under asphaft pavin or concrete "I be installed with the 1'. piping 9 5. Smooth trenches to finish grade prior to requesting a walk through tb.r 0 UJ I apprriiate sized sleeve,�and backfilled with sand bedding (6' below pive and substandatcomploti with the architect. C. An changes.oftfirection over 15 degrees shall be made.with.fittings. M >_ 6",above I as Waified:above and as-shown on CVWD LANDSCAPE APPROVAL < 3.03 POINT OF CONNECTION(S) D. Install pipe joint restraints on all gasket end fittings Z - 900 details. 0 24 Compact backfill material in 6" lifts at N, maximum density determined mi These plans have been reviewed by the Coachella Valley Water i.- accordance with ASTM DI 557 using manual or mechanical tamping dv-v ice. A. Point of connection shall he approximately as shown on 4rawings. Connect new District in accordance with California Governerrint Code,Section 65591 et seq.requiring efficient landscape and eigation design in CL Z idc all flanges, adapters, or other necessary 111 Who,, lay and at the end-ofiach working day, closc pipe ends, pT E ,� LLJ underground piping and valves and prov Ss 'A < LJ Pipe, M19:11"M in PrIogm- 144 cooperation with the local governing agency (City or County). 11. Set in place, cap, and pressoum test piping: in the presence of the owner or fittivil,gs- with:tight plug or cap F- owner5.Teprv-sentativc prior tobackfillin,g. Approval of this drawing by CVWD staff does not constitute approval ry 17. In tallpressume su ry < _pply line.locating tape alm' ' the:entire ,ngib,� f to encroach into district and USBR Rights-of-Way. Trees,plans,walls, ig� le 0 pressure 1004 T R\ ULJ and permanent structures of any kind may not be planted or installed LLJ Ld LLJ in CVWD and USBR easements or�ght-ofway without first obtaining Z 0 r-) an encroachment permit from CVWD. Z < Z Co",dfR!V�*Tnuh Agency Recycled Water kH Otis County of Riversid n I A Re eled Water Irrigation Specifiza Win ton Specificati Tra w Oration ; i8pricy cy C6anty0fRiverside T Agency ed Re*l wAsee joigotio,$066moicio :2 0 As of October 8, 329400-R-21 As of October 9, 2:009 328400-W2' 11AL17 LL1 AS of October 9�2009 329400-R-24 Date WATE ANAGEMENT DEP&7MENT 0 < NC114N LL_ Z W CVW Plan # /E_ EE S DtPARTMENT 0 0 NOTE: SEAL-LANDSCAPE ARCH,11TEEC BENCHMARK: SHEET NC1. 1�3!0*0 PREPARED BY: TRACT J0966RI L P. No. 140060 P.P. No. 25666 0 Z WOW 0 1-- < WORK CONTAINED WTHIN THESE PLANS 60-37-" "S 92 4- V) SHALL NOT COMMENCE UNTIL AN COUN TY OF RI VERSIDE ZZZ �< I I ELEVATMI* 103.651 31 WWW ENCROACHMENT PERMIT AND/OR A DOMANI PARKWAY :S:re 2 DK RGA LANDSCAPE ARCHITECTS. INC 1,M1 M WMING GRADING PERMIT HAS BEEN ISSUED. --- DM- S DISC IN 0100 0XV UYS KFORE 73061 EL PASEO, SUITE 210 AVENUE 40 & ADAMS STREET YN MG TE POST 0 YOU a LANDSCAPE PLANS PALM DESERT, CA 92260 2WT SE OF M.D 1 0 1 lk pi*"*adid Do on wolk for 60 568-3624/ FAX: 760-773-5615 OF.15 SH TS LANDSCAPE Z DD 7. �, I I SPECIFICATIONS ZZZ Tou ha 1-M-W-2M 010"OW WASMMTEN STWET & W*Z=km �1k eat of&Mpmcies ar0l J I A CL < A PU" SEIMCE BY ft=dy WW or&A mdv*ta 06"*W*w me BY DAIE #R. DAIE 08/31/2017 FOR: W.O. ry 1W it 113pora 6*M*a=9*3"M OW fe*It*N fir RDM SCALE: THE RUNOTON GRWP FILE NO. UNDERGROUND SUM AURT CER R0.15,32, bg/31/2019 DATE: H: V: N/A Dom MMTy __7 Gi Cebk.r load pipe with small amount of backfill to prevent arching and slipping under 3.14 QUICK COUPLING VALVES Letterand number size of brand shall:be no less thati I" and no greater t-han 1 1/2, in v"MM ' i toco vr I" of E. Courted flow se am lam, A atrolle. unit and label within pressure. Leavejo�njts,exposed for inspectionduritig testing. height and shall be I1T maximum. in depth- Provide Sample brainding to the ovmer or -a A, Install quick coupling vatm in separate valve box as specified on the detail drawings. ownees:representatiVC-priOr to commencement of work. H, Coordinatepressure supplyline with sand bedding operations-- ite. ground. rod and wire for.e coatrotter. unit as specified on the F. Install a separa B. Angleil nippte relative to pressure supply line shall W no greater than 45' and no less D. Walk through to substantial complaioa will, not be allowed until ail branding is 1. No, water shall bepermitted in the pipe until inspections have been completed and a than 100. penod of at least,24 hours has.elapsed for solvent weld,sW, ias and curin.g. 0. Above, ground condult. shall be rigid: galvallino with� the appropriate fittings. 3.12 AIR RELIEF VALVES 3.16 SPRAYUEADS ANDROTORS pipe Bel 1 �4 appr Wiate fittings- conduit shaffbe PWW14 -with 3.06 INVI'ALLATION OF BRASS PIPE-: A. Install air release valves in separate,valve boxes as specified on the drawings. A. In-stall "y heads and rotors as specified on drawingsallowing minimum. distance W Label each Alitomatic: c�llcr unii. With the 40tter or num'her designated, on the A. Brass pi shall: be: out by a power hacksaw, a circular cutting muchine usip, ping g an between paving,hardscape,sidewalks,and paths. draWirigs Letter or:num her shall be located in, a visible location an the inside panel abrasive wh tot or by means of a hand,hwks4w� All shall be reamed and rough 3.13 ELECTRIC CONTROL VALVES Pipe cove.r w ith 37b igh:vin, .1 It# edges of hurrs removed so*at a sinuoth and unobstructed flow is obtainvd. 0. Spray heads and rotors shall not exceed,the maximum head and:row spacing specified. y., A. Install each electric.control valve in a separate valve box so that cross handle.is 3" miu_ on the drawings or.,staked in the field b -architect. In- -head or y the 40 owl-may Spray 9 -bed ling a walk b - 11 1. Each autmatic controller unit shot] e co, Oft e:opemble ly prior to st B1. Eccentric reducing, fittillp: sliall be used where any chall below valve box cover as specified on the detail drawings, rotors be led; at a distance between heads that exceeds the mangfiteturer's gp in pipe size 0"urs. instal through for substantial:emotetioA. by Bushings not W used unless specifically authorizW' the 4-rchitect. U, Group electric- control valves together as specified on d-le dmwinp allowing a 1 3.18 ELECTRICAL WIRE C, Joint compound "ll kzmfully and smoothly placed on the male thread: only. All maximum of 12 " between each valve box, Install valve boxes in tha:same*xectica and C. Angled:nipples on swing.jOats,below spray heads and rotors shall not ax=d 450 nor screwed joints must betightened with tongs or wrenches, Caulking of any kind will not parallel with one another and perpend tar to paving hardw ks 1,W, I qw,Advwal and paths. be lossth IV. be permitted. A. Low Voltage Wirinw. C� Install electric control valves on slopes within two fw from toe- of slope, Use Sallie M After instill lation:adjust nozzle s arcs.and radius of thre to allow head4o head ize's w Bin 0".1wh-, 1. conitr ritiginsmetreach as pressure.supply line as specif ted D, All exposed piping under structural stabs shall be stenciled with "Irrigation Main" or trench as toe of slope non-pressure lateral line for pressure supply line and wirc routing uniforin distribution. Adjust all spray heads-and rotors to:correct height above sod as "Ifrigat ion Lateral.0 as requira at ten foot (10') intervals in black left-ring, 3/4"' see section 3_02 5 and C for pipe and wire depths. detailed. Adjust.,all shrub nozzles,on risers androtorson riw�is perpendicular to finish I it intervals A tape 2, Bundle a.,11,24.volt.wi vs.at.20:a I minilnum:high, grade and as s ed on the drAwings... No over spray will be allowed on paving, 3.14 CHECK VALVES hardscape,s Wewalk&and paths. 3. Provide expansiori�loopsot e"�V� supply linc:aiigle fit-ting and at 250 107 WYE STRAINER tepo intervals along touting, "Form v,x ansion y wra W re b pping i a p p A. Install,swing check valves as specified on drawigs. E., Adjust adjacent plant.material so that it does not interfere withunifonn distribution of P -att&Withdraw' cl aimumof 10-:tiincsaround� 3,40: Ing pipe as spe * A� TrIstall Wye;Straiw, enclosure and associated equipment at the location as specified on eac I h spray heador rotor. min a fiod on drawings. a. Install spring check valves as specified on drawings. F. Architectmayrequest nozzleehangoes andlor adjustments without additional cost to. the 4., Limit splicin plectrical.wiring, Ptovi;de each.splico made at inte"als or in of Coordinate installation with local governing codes.and ordinances, 3.15, VALVE BOXES owner. electric cont A 11 valve assetriblyy valve boxes with 3M DBY ,pol valve,: -a d. vowt Bury svlieleXits� 3.08 F LOW SENSORS, A. Install valve boxes with each. type of irrigation eq.w ent so that top of valve box is 3.17 AUTOMA,ric CONTROLLER UNIT pm above finish grade as specified on the deuil drawings. Valve box ext ons are,not 5� W-imsplices occumng at.intervals outside clectric cont M valve boxes shall be A� Install flow.sensors as specified on draw* andper manufacturer s spec ificatiolls, acceptable. en Ings A. V electrical power at location: of automatic- contmiler unit prior to installation of box... installed,ift a sCP0r_#W c v autornatie controller unit Notify architad irrimediately if power source is,�not avail able- a. Install flow sensing cable 'in a separate conduit and connect to terminal strip at B. Place gravel. sump below and around each valve. box prior to installing valve box. as 6. Provide (1) one electricial, control wire fbr evory electric control valve, Piggy, specified on the drawings. Place remaining portion of gravel inside valve box all i W 14 ardwite controller to the on/off switch and ex istiAg power source- Ing Controller shall not backing like,zones on iffi,he:sanw e wntrolmire is not allowed. full;accessin and around all fittings.Valve boy..shallbe flully supported by gravel sump. be plugged into socket,provided for otherequipment- 3.0.9 MASTER VALVES No brick or,wood!wpports are al lowed. 7. Install(2)lwosp #44-1 electr convoll*I me :ftom th,e automatic controller C. Insull automatic controller unit where- showa, on drawings pet m4auhAulves unit,pedestal to the- last::010� control,valve,on each log of pressure supply A� Install master valvesas specified on drawings and per manuflict,urer's specifications. C. B=d valve box lid of associated equiptuent as follows: speciflogiom Controller shall,be,,tested with coinpleft elecukal connections. The Ii Locate 'in, own v me. the spare ifts -ir alve box as specified on the drit Contractor shall be responsible for WaIpOrary pGWVr'tQ.1he:Contr0l.lcr for operation and wirip. In 'addition to these: Spare wirm check the drawings fbt any a. Install master valve wire- in. a be conduit and Connect to terininkil strip at Electric control valve box lid with '�Contmllcr Letter and Station Nu., er", ing.purposcs. Mb test' WINS �wq m parate ad itionaf th4m be uired an4loc the in the same valve box as Ay controller. Quick coupling valve box I id with the lemns"Qc". the sparewires. Isolation ball valve box lid with the letters`B V" D, Connect electric control valve wiring to controller unit in:the same numerical sequence 3.10 ISOLATION BALL VALVES Airrelief valve,box lid with the It-Mrs"AR.' of tk,'terminal S.Wp. Labc all s as indicated on the drawings and label. wifto..Y I , B., High Voltage NViring. Spare Wire. box.lids with the letters"SW- wire$,as"Ward". A. Install isolation ball valves,in separate valve boxes as fied on the drawin speci Wire Splice box lid with the letters"WS". 1. Install 1,20 volt,po fim -0 -ce to autom atic controller unit following Pwerls.omr tocall jrvedes mad ordina�, Co of Riv "W Recycled Water Irrigation Specifications County of Riverside Transportation Agency, Recycled Water Irrigation,$pecificati County of River-, PTICY ide Agency R Water irrigation:$Ncifications County ofRiverside A R :Clcd Water Itriggtion Specifications gency gy u; As of-Odobla;'11.200_9 3294WR-25 Asof October 8, 2009 328400-R-276 As of October 3,2009, 128400-R.1-27 As of October:&.2004 3284004�28 119 QUALITY- CONTROL L Before reqtiesting a walk through for substantial completion the Mlowing re ace and adjust all items on the punch prior to reque sting a final walk requirem I vnts must be entircly satisfied: through, A, Prvvonstntctien Meetmig, Ilic contractor is.rv.sponsible for contacting the ambitwt i prior toboginn*,wnsuuWonmW*,,ardcringnuftrialsto:ostablishamcc�tin toreviewand a. The entire inigation system is completely installc& flushcd and F. Final Walk Through; discuss proicat twics, concerns and onstruction documents to insure pressure I tested. If the, coritmaor failed to notify Ilic to review the r satisfacto ily a complete understanding of require d installation procedures. architect for the pressure test and flushing procedures statedabove thain L Before, commenevinclit of a final walk through is mquested, the following the contractor assumes full. responsibility for any design modifications requ,0,tmem Inust be entirely salli Isfied: B. General Observation: 77he architect will visit the construction site at interim times directed by the architect during the walk through for substantiat during the construction process to.access construction progress regarding installation of completion regarding pressure and flushing issues., Each. item the walk. through for substantial.00111 on has been irrigation equipment tobe i4co mpliance w the Ara wings, detailsspecificatims and b. All valve boxes have been branded. thorou ly-addressed.andirsolved by thc�contractoc gh site conditions. Thearchilect will Prepare a site re s pod after each visit.notin :progres C. All autornatic controllers are fully, operWe and communication has b. All: firial record as-built drawin and controller 4chmU have been g gs of installation, verbAl communio ion with the contractor mid identifying any, field been certified. in writing and checked at central control systemby the produced by the architect fOr review-by the architect and contractor at adjustintrits necessary which require modffications�to the designed irrigation system. A cvntral,coatrol system manufacturer on their letter�head. the firtal walk through. copy of this site:,report %rill W delivered to both the owner and the contractor. The d. Record. as-buik drawings: have been submitted to the architect for conraA-4017 is res-ponsible. to-, immediately address each item on the site report before review as to completeness. -ements have been met a final walk through may; be 0 2- Owe the above requk poppeeding with further construction. e. (4) Four Services manuals have been delivered to the owneror ownees requested. The following,procedures will be-use d. V) representative. L,J C. Pressure Testing the.I Pm ssure S Line- After backfilling; flushing,and ' to the as Contractor must have (2), two "onnel available w radio > lupply prior ith installation of each.electridoortrol val e isolation:ball valve and quick Coupling v lve hrolugh for substantial �v , 2. Once the above requirements have been: met a walk t qvinmunication for the entire,leno of the wittk through. 0) rv) the irription system shiIII he pressure tested. completion my be requested- T I he following procedures will.he Al LO lsed d t Ang, b. Only those valve box Ws shall he ramoved ftom valve boxes a's f h 00 the.walk through: indicated onthe walk through, or bstarmial :cOmpletion . list _p I_ Pressure testingshall be perfbrmed in the piesence of the archited and owner or The- v ox b lids shall be Of 11604 ad' e"A thevalve box UP V to ownaes representative utilizing the following,procedtwe: a. Contractor must have (2) two personnel available, with radio pr�to bcgin in th final walk throu ry agk communitation for the.entire length of the walk-through. 0 c� The final walkthrough will be divided into two sections and a. Pftssurize the irrigation system to 40 pmi greater than the designated b, All valve box lids shall be rernoved from valve boxes and. placed face proceed,as follows: static pressure up ad 0 or 15 psi whi It r for a period of to lc�- -jaceritto the valve box prior to beginningth wolk.through, LLJ Z than 2 hours. llic pressuregauge used for the pressure test sh4ll not C� The walk through will be diVi4ed into�(2)two sedie im- and prmccd as .-I Visual, Walk Throa T This will consist of walkmg throuO.ithc < 0 exceed: readitip greater than 300psi. Pressure pump and other ulows; punch item, � creatcd at the time: of:the walk thmgh for (A U) equi E pmenvaccessary, for the w%tAull be furnished by thecontiuctor. substantial completion.1 exam ild ng a]I corn of the, purients within the. system for the � h b. Test, is um if n.o. I o rs Visual Walk Through- T.is will con sist of walking.,through the SYStOill Without turning on zonv& Any remiii d fl pt At Men, UJ ab 11- .1'..-I., < UJ duration of the testing period. e tria, irrigation system and examining all coal portents of the m the consouction and workmanship ofthe irrigation system as 04� If leaks id I s and begin pressure te again. Repeat. system without tunii on. zones. A punch list, will be oqpcur� rtparrsa I tak 119 oom ared Wthe punch list � eitaitted At the- ti of the Alk g, in w , this opem-tion until no leaks occur.v� I th, the construction an4 thm for substantial conrplefion� construction drawinp, < a Sciffigatio"system. established Of d encies in ugh LL_ it. Before requesting a walk through.,for substantial.completion, the entire workmanship of the irfigation system as compared to the detailsand specifications will be,noted. 0 Ld irTigation -,system shall remain under pressure for a: Period of no less construction drawings,details, and specdWatiorts. .2 lona Operat I Walk Through., This will consist of wal king 0 the -ms "ritted,at thetime:of the walk than 48 houn� throu punch list. itc 2 Operational Walk Through. This wig consist of walkin through for substantial co on and Obselvin4vaeb Writ In 2. T]w contractor is responsible fornatifyin the architectone day in advance of thimo the entire irrigati - &yslan observing Owh a�My operable condition. lve Z 0 on H Zow In a Va _s:must:b ro . the ea in i 0 ry the pressure.test, fully operable condition.Valves most be,activated. from the automatic controller Lmit (Mamiat tileodiog, of individual automatic controller unit (Manual bleeding of individug elft,trievontrol valves will not be abie)�. Any;romaiaing 0 LJ I accept D. FlushhW. Center load all, piping prior to flushing- After all new iffigationpiping and electric control valves will not be acce A -punch list deficiencies in the ;of oper. h zone in the irrigation not: Im to][te cn risers am in Place and connected and all necessary diversion work has been.completed will.be established of deficiencies intheoperation of eacli zone row spacing,, me < system including�but and prior, to the inthe irrigation. system evaluatin but not lithitett to head CVWD LANDSCAPE APPROVAL Z installatmn of sprinkler heads, :rotors and quick coupling valves, nozzle swns� correct :radius of dwow, w- crect stationin 0 g:as thoinughly flush pip ng sy- iste de full head-of pressure.. Af terthe fuftermost IMM us of throw te m un ,, r These plans have been reviewed by the Coachella Valley Water r1w spacing, row spacing, nonde s' correct radt compared to the punch list gen rated al thatitnt��efthe:walk, 'fornia Governemnt Code,Section CL ftom:the po4nt of connection begifts to flush, continue flushing for a dtvation of five corrvat stationing, as compared to the throqgti for substantial oompled". construcdon drotwiav* District in accordance with Call UJ n Z 65591 et seq.requiring efficient landscape and irrigation design in ry < LLJ minutes. A-fier the syste is,thwughly flushed cap all risers. deftils-and specifications- aand specifications. T Ek detail cooperation with the local governing agency (City or County). M Walk Through For Substantial:Completion: 3. Once the Walk Throulgh for Substantial Completion,has been completed,the, 3, Owe the Final Walk Through is completed and all. items emled,on,the final Approval of this draWng by CVWD staff does not constitute approval ry §E < architect will provide a copy of allpunch list items to theo. w.ner for review and, punch list have been: addressed the mainte.r.m.ce�. O/s T to encroach into district and USBR Rights-of-Way. Trees,plans,walls, Period tnay bep(m. Any R LIJ n distribution to the contractor It is the -contractor's rcspoasih� to rcpair� additional to and permanent structures of any 1�ind may not be planted or installed walk thwughs roquirod d to contractors! inability L'i LLJ LL1 Ile address all in CVWD and USBR easements or right-of-way without first obtaining Z WkerIrt an encroachment permit from CVWD. �w Water:, Z wity6f, iverside%TrosportationA rrigation Specifications Counly of Riverside Transportation Agency Recycled Water Irdigation-IS ofki ide T Agency gency _6 S pe Cou -at p ma Ion y < Z As of 000berl,2_009 329400-R-29 As of October 8.2009 328400�R-30 As of October.& (A t7n U) Z 328400;.R�31 0 t-r-r- ,Q-0-:yt CY F- Date WATElf MANAGEMENT DEPLIRTMENT 0 0 < CN P C04 Z 0 0 V) CVWD Plan ZODE�V .OPMENZAES DEPARTMENT SEAL-LANDSCAPE ARCHITEC- L,J C/) NOTE: BENCHMARK: SHEET NO. > 0 Z PREPARED BY: TRA C T 30966R 1 L P. No. 140060 P.P. No. 25666 0 < WORK CONTAINED WITHIN THESE PLANS 603-37-68 of A&V0ANVVVV0AfVMMM I NW SHALL NOT COMMENCE UN11L AN COUNTY OF RIVERSIDE ZZZ Cn ELXVATM 103v651 32 1 W W1W < DK ENCROACHMENT PERMIT ANDKOR A RGA LANDSCAPE ARCHITECTS. INC BMS DM IN DOMANI PARKWAY 3�.Z M WMMG GRADING PERMIT HAS BEEN SSUED. �7_2 W 0 n 0 !KFOK DAYS RTME 73061 EL PASEO, SUITE 210 AVENUE 40 & ADAMS STREET R UJ CDC KITE PMT UK 0 YOU MG YN MG PALM DESERT, CA 92260 2WT SE OF OLD LANDSCAPE PLANS Z lk p*M*ad6d*M#a on is qm&for 01M 568-3624/ FAX: 760-773-5,615 0,F.55 SH TS TOLL MU 2600 tk wmi iW mftMk of b dsip hm h wid of duqmdes WASHMNGM STWET LANDSCAPE SPEC IFICATIONS ZIM A W BY DAIE NN. DAIE iNOU'N 11 TY 00 A A 60- ry M%Wa ir ftniiq m no&Mm md m*ihe On hr SCALE: 7HE RJUNGTON GROUP nLE NO. 76 00 < a- WMERGROUND SEIMCE AURT ) HRT�40.1532, E 2019 DATE: H: V:_N4A I < A PUBLIC SERVICE BY dW ur4 VW or 64=k*b pw*b6op gd& "Jbv 08/31/2017 - FOR: W.O. C '1� 4P*bf te Dom WMTY rel*jx) 00, issues on the punch lists descT I ibed:above will be provided at the contractor's expense. 121 MAINTENANCE PERIOD A. The Maintenance Period shall be for ninety (90) days after notification from the architect of a successful final walk through and will begin once all items,on the final walk through punch list have been satishctorily addressed by a written statement indicating such from the architect to the owner. I The eontractor is responsible for obtaining and following any maintenance manuals created speeffically for the project from.the owner at the.beginning of the maintenanceperiod, 1 At the encl of the maintviiance periodand prior to utming the project Qvcr to the owner,the conuactor shall deliver the following to the~cr: a. Five(5)pop-up spray heads withriozzles olf each type used, for every 10.0 pop�up:,spray heads installed on the prqject b. Five (5). rotor.heads with nozzles of each type used, for every 100 rotors installed on the project. 3- Owe the contm has fulffiled all mAirittmance agme.maxt o as an has provided divabove items to the owner, the maintenance period will end see section 32-0533 Landscape Maihtenance�for maintenance responsibilities. ENID OF SECTION 328W-R Co of Riverside.Transportatim Agency Recycle,d:Water Inigation Specifications 2 As of October 8�2009 328400-R-32 NECTWN 329300 poor or unhealthy condition of planted material orpoorlyestabli shed non-covering LANDSCAPING D. Plants used for replacement shall be the same kind-and size as spec ified in the plant turf areas am evident at the terinination of the.:scheduled maintenance period. The list� The),shall be furnished, planted and fertifi zett as originally specifled-The Contractor shall be re nsiblefor additional maintenance,offt work until work is Sp* expense.of all repair Avork on existing improvements damaged during,repimerricat completod and acceptable. PART 1, -GENERAL shall bebome by the Contractor. D. :See,Section 32 05 33,for specific Maintenance Requirenients. L01 SUMMARY: 1.05 QUALITY ASSURANCE: 1�07 GENIBRAL RE , JW--MENTS, . Qt A. The work includes all. se,mAces. labor, materials..transportation and equipment A. Reviews herein specified shall be made by the Landscape Archilmt or Landscape necessary to perform the,work.indicated on the Drawings and as specified. The Inspector. The Contractior shall request review:in writing a minirrium,of 49 hours in A,. The term"Plant g.Atea" ghaltnwanWi.am.as,,W.b-e -anted with trees,shrubs, conditions of the Contract and Division I apply to this section as fully as if advance.for the f6flowin parts of work: groundcovers., sod and sced. repeated.herein. I Pre-job meeting to introduce Landscape Architect, Landscape,Inspector, B. Actual planting.shall be perfanned�durirtg those periods when weather arid soil Z 1,02 RELATED REQUIREML-"N'179: Contractor,job manager and Job superintendent and.to discuss the qondit'o... �are suitablei .accord Joc u -, I p - 'ce. project p -.11 y ris in a acce ted, ura ractil with �p hortic It 0 particular requirements of the jolb� V) A. Section 328400:1niptien System C. AU rock and other growth or debris accumulatiml d the duration of the project ry B. Section 329400-R Recycled Water Irrigation System 2. Incorporationof soil conditioningarid fertilizing intp the soil. Observation shall shall be removed from the site. Section 3205:3 3 Landscape;Maintenance b prior to amendments be' rototilled.into the;soil. Amendment materials egin Ing 0) shall be distributed in pites atoundth-e site in quantitieg,carrespondingto the sods D. Prior to excavation for planting,orplaci Ul) 1.03 SUBMITTALS,- analysi recornmendafion&'*rI,000sq.ft. hivoicesshowing materials and improvements,utility lines.-etc.and.take properprecautions to avoid dam n 00 age. I the quantities purchased shall be available for review. event.of a conflict.between such lines and'.plant locatiorts,notify Landscape Arclu tect A. Submit,certificates of compliance and invoices for soil amendments,fertilizers,and and receive direction prior to procced� The:Co�, .torassumes responsibility for plantmaterials,with quantities of each. 3. Upon completto 0 n.of grading,prior to pl a,ing, Review of plant roate-rials is,to making,repairs,f6r damages resuft.ing*om vw&as herein specified, coincide with this;review. B,� Tree Samples- Deliver to the site,a minimum of one sample of each tree variety and E� Grading.and soil pnparation.work sbaAt:be�,perf .med the period when Ld size indicated 15 gallons in size and larger,a minimum of 15 days before planting 4. When trees,shrubs and,Nines are spotted:in plac e for planting,but before,planting beneficial andoptimum results may obudincd. If the: is of soi Z be mo turecontent the I Art H ing and < operations, At the Contractoes option and expense,he may retain the smice's of the holes are excavated. sboultireach such a level that working it.would,de- T Sol structuM spre. Landscapic Architect v review trees 15 gallon and larger tagged at the nurwry or at its grad ing operations shall.be suspendo until thenwisu=,�:content is increased or place of growth,or as otherwise indicated 5. Upon completion of finish grades,and.planting-Applicatim of pre-emergent reduced to acceptable levels and .desired resultmare.likely t,, boobtained. the o herbicide is to coincide with this,review, < < LJ C. Shrub and Tree Samples: Submit 3 samples of each variety and size of.plant 0, F- F. Scalod dirapnt4on,"Are Opp Before prOix.01,119 w1th.work,carefully,c heck Z materials at the site a,minimum of 15 days before.planting operations. Aiccepted. dicated and.specifl-ed work,except the di isions irff c Land[ ditx of V) 6. When planting,and all other in and verif� met and immediately orm th scope Atubd W samples shall remain on the site and shall.be:maintained as standards of comparison U- Maintenance Periodbas be-on completed,, Acceptance, in:writing,s1WI establish discrepancies between the drawings: specificatiom-and actual,conditions. W 0 for plant materials to be furnished. Samples may be, incorporated into the work. beginning of the MaintenancePeriod; W M ', 0. Qwntities for plant,materials are shown for oonvenienc e only,and�not guaranteed, D. A sample of the soil amcndments and proposed mulch inawrial(s), including 7. Final review at the completion of the Maintenance Period. Coritinprit.m Check,and verif count and supp : Z 3: y lysWflcientrium �t6:fu-Ifi.flintontofdrawtags. 0 manufacturer or supplier certificate or invoice,shall be delivered to the- Landscape acceptance. thisreviow sh mu Guarantee 0 otf Architect within thirty-five(35) days after recording of the Contract. Period. 11. Adequately,stake,barricade,and protect irrigation equipment,manholes, utility lines, Z and other existing propertydining all,phases of ft soil amending,and grading 0 UJ 1 1�04 GUARANTEES AND REPLACEMENTS- 1.06 MAINTENANCE: operations. < < CVWD LANDSCAPE APPROVAL Z A. Shrubs.vines,a0dgroundcovers.shall be guaranteed to remain healthy and vigorously A. Tbc.Contractor shall continuously maintain all involved areas dwingrAw of L Rqjectionand Substhutim:Plants not.oonformin,g,to the requirement--,herein progress V) 7 growing ft a.period of minety(9%days from date of Anal acceptance of Maintenance the work and dur the maintenance period until the final acce shall.be considered,.de�and ing ptance of the work. specified, such plants,whether in:place or not,s hall These plans have been reviewed by the Coachella Valley Water Period of project be marked asrejected and.be�imniedi0tely �rom the to of District in accordance with California Governerrint Code,Section removeA f si: the work and Ld N41 i Q- Z B. The Maintenance Period be ns on the re accep, als. Thep! iin ials,s in, t al Ii abl- 65591 et seq.requiring efficient landscape and irrigation design in ry < LJ gi first day after written acceptance of planting $ p,T 16 R _plared with aten hall ce 1.app ic e cooperation with the local governing agency (City or County). Trees shall be. aranteed to.live in a healt condition a tons by for period of one(1)year operati is received from the Landscape Archidect,,and,shalt continm there to I r inspections require'd by,la vsh -11 b of the:spevles,vanety ize age,flo%ver af T ;0 w.. Plants a c from date of final acceptance of Maintenance Period of JecC no less thart ninety continuous calendar days. colibTand condition as specified hoteiri and/or as: the dra s. Under no ry proi on wing Approval of this drawing by CVWD staff does not constitute approval pis to encroach into district and USBR Rights-of-Way. Trees,plans,walls, < conditift will there be any substi of plantspecit,variety,or reduced s aies for TR\ and permanent structures of any 1(ind may not be planted or installed C. Plants found to be dead or not M' aviggrous condition within the Maintenance and C, The contract completion date of the contract mainteriance,period wi I be extended, those listed,on:theaccompanying Amwings, with the-eimssed wntten consent LLJ LLJ Lli in CVWD and USBR easements or right-of-way without first obtaining Z 0 n Guarantee Periods"I be replaced within fourteen(14)days,at Contractoes expense. when in the opinion of the Landscape Architect improperMainte-nance m possible of the:La�cqpe "M Z an encroachment permit from CVWD. < Z 000 0 PJAP/1-7 UJ County of Riverside Transportation Agency ide: V c pecifications County of Riverside TranspoTtation Agency tandscapc�Specifications County of RivMi Transpoittation Lanidscape Specifications Ag n y Date WATERPAN GEMENTDEPAR NT F- 0 < Of�OctotW 4,2009 329300-1 As, 9 As Octoba, 8 :2,009 329300,ml 04 C9 C4 As of October 8,200 329300-2 of Z ry P 0 0 C40414) V) CVWD Ila J%VEfOPM C) CL Of V) NOTE, SEAL-LANDSCAPE 77RCHITEC" BENCHMARK: SHEET 0 Z PREPARED BY: TRACT J0966RI hP. No. 140060 P.P. No. 25666 im- <1 RT WORK CONTAINED WTHIN THESE PLANS I 0 AVVAMNVWWWW~ NMAAAAAAAAAA 603�-37-68 ZZZ! SHALL NOT COMMENCE UNTIL AN COUN TY OF RIVERSIDE ELEVATMO 103451 33 ENCROACHMENT PERMIT AND(t R A RGA LARDSCAPE ARCHITECTS. INC DOMANI PARKWAY 0 P W& S? M WMIN Bit= MW IN UJ GRADING PERMIT HAS BEEN SUED. 000 0 V) KFW DAYS KFORE 73061 EL PASEO, SUITE 210 CIA 1CWM PM AVENUE40 & ADAMS STREET YOU MG 0 YOU MG DESERT, CA 92260 LANDSCAPE PLANS 0 1-- 1k PWL,WhW @dW sM#me on is mprA&br T 568-3624/ FAX: 760-773-5615 296" SE EF OU OEMSHTS Z TOLL rKE Opp, 1-800-227-2600 b WM irA=Pwiky of b*hm h h aid if&ffwhm WASHV, 4GTM STIMET LANDSCAPE SPECIFICATIONS zzz� n < Bmtj: 0061 A PUBUC SENCE BY 4k=*1*PMW or#*mtwiA le onli:b6*@d&d me BY DAIE Aftl WE 08/31/2017 f WIN. W.O. COURTY Ic i r) ry 0 it CJJ x a_ mpm'dk hr 6ledug m o"Whi Ab md m*lk On for rms id CA% DATE: SCALE: THE RLINGTON GROUP FILE NO. < UNDEMOM SENCE A11117 CERT �6.1-53,2, El /V� 19 H: V: Dam cm N/A 2LW w ik=k _C 1 Particle Size. Minim-um percent by we-ightpassing7 J. All utilities(water and electricity)used during the installation and maintenance of the F., Pla,liti Tablets. Tightly compressed chip type commercialgrade:planting tablets of B. Qualityand size of all plants "be No,. Iof,Pinto.Tagstock. Thcyshallbe va weilioned SIMS with t1w following, percento f growth. fice from disease, instets., insect eggs, and/or ,ggs by weight of p landscaping and.:irrigation system for this project sb It be paid for by the Owner. a. 'No.4 mesh screen 95 available jant vigorous, o�� nomial food-, exceedtbe.�Incasurelnwnts,specified or the American sw1dards for nurse-ty, stock, b. No. 8 me-sh screen go i itted.to 1.08 FINAL SOIL AMENDMENT QUANTITIES: Pinfolags-sivid I be submi 3. Nitrogen Content: Minimum percent based on dry weight: A. Upon completion of all backfill and/or rough grading of D. Contairwr stock(1 gal., 5.gal,,And 15,gol..- shall bave.grown in containers for at planted areas,a minimum of Nitrogen 20%minimum six,(0)representative samples of existing soil foundin the-planting areas shall be Phosphoric acid 1.0%minimum least six,rnonths,:boutioCover two years. No container.plants thal have cracked a, Fir Sawdust 07 taken by the Contractor and at his/her expense sent to,an independent soi I I testing b. Fir or Pine Bark 1.0 5%minimum or:broken balls�of earth,:wi..wn taken from ft container,shall:beplanted, except afnOge,, :root OT: TO-JR11 labo for-an agricultural suitability analysis and,recommendations for quantity upo special ap d s,; br k balls shall be pwviiili No trees with;d ratory and a nts and include,any corrective meagures required to G. Post-planting Fertilizer,for Palms: Organ ic long I tionburnin controlled Planted atut no :shrubs, vines. or. grourldcovers, diall be planted that are -pot- pplication rate,Of atnend= B. Gypsum shall be a commercially processed and,packag-edgy ts Psum(CaSo,2H 0)with 9 adjust PH or salt to acceptable levels. These recommendations shall.then be minimum 90%grade containing, 1411/6 minimum combined swfur.. slow release,five flowing,uniform in composition,suitable for application with bound or,thatbave damaged roo.ts. , av la compared with those listed in Paragraphs 2.02 and 3.01 and the contract modified approved equipment,and shall contain the following minimum, ai ble percentages of weight of plant food E. Priming.shall not be done,prior to:delivery,except--by written a moval. _p accordingly. C. Iron Sulphate: Ferric or ferrous sulphate in pelleted or-granular form containing:not p, less then 19 percent.metallic iron. Material shall conform.to-the,Agricultural Code of 1.09 SOIL PREPARATION CONY,ORMANCE Nitrogen 3,%minimum F. Obowrvotiott of Plant Materials,,re"itt!4 by county authorities, shall he a the.State of Califamia. -ib w W Phosphoric acid 1%inimmu 11 respons of th an I .: � here Cess0ty,.4hr comactor shall have -fp Potash 3%minimum secured 110mits -certl6catesm q'i o A. Amendment materials shall]bedistributed in piles around.thesite in.quantities or 40 wry, lan S, D. Pre-plant f ertilizer for incorporation with:rototil ling or plant.ot backfill.mix shall.be to. aw ite, corresponding to-the soils analysis-per 1,000 sq.ft.",recommendations. Invoices of a uniform 'beaded' homogeneous granular.composition suitable.fbir application showing materials and.qpqatifies,purchased shall.bc.available for review. The fol 143,; A micro-nutrient foliar spray for palm fion&is recommended to avoid micro-nutrient G. Plants shall be.suNeq too and:approval or r0ection,.ot the project site with approvede"'ptint and shall.contain the minim: available deficiencies, at any time befiw or during progress o. wott,, size variety,condition t Landscape Architect will compare the distribution,piles and total quantities of each percentages by weight of plant food. material finnished against the soils analysis recommendations. If the minimum rates defects and, Inlung Re"' d isshtill be removed ftom the project tc qs.� jegte, si 2.02 PLANTINGUNWILL: of application have not been met,the Landscape Architect will require the distribution Nitrogen, minimum of additional quantities of these materials to fulfill the minim-um application Phosphoric acid Y/O mmimurn requirements specified-After approval.by the Landscape Architect of the distribution �A. Plantingbackrill shall be,a thoroughly bloWoOmpa-we oftopso amendnents at the H. Substitutions will not.be:perni.itted- e that.if pmf is submitted that any Potash I ox*minimum ii� not will be..considered for use of the and quantities of soil amendments,the Contractor will then cow,mence with soil Iron 1% following mixture: plant specified i obtain",, a proposat, conditioning o ariety and tog. perations per.section 3.0 1. Manganese .05% nearest eqqjvalent size Zinc .05% Soil Conditioner I part St oti-sitesoil Iparts 1. Quantities shall be. needed.to'covViato work:_,asshownon dravOngS. 1 1:0 PLANT MATERIAL QUANTTTY CONFORMANCE- Humic Acids(derived from compost) Im/0 Iron*10hatc 2 lbs/per cu.yd.of mix Soil PeneArant(alkyl naphthalene sodium-sutfonate) 15% 'The landsc architect its the: right to observe condition of any A� After installation of plant materials and coinciding with the pre-maintenance GYPSUM 10 lbs/per m- yd.of mix L ape Me$ root spccics I�Ia4lbose -o ad u Pre-plimt.&Ttilizer 4 lbs/per cu,vd.of mix gr, wn f�,em, so,,ed_�,:an if to, od detective, to rej-W-- -the observation,the LandscapeArchitect,with the heretofore specified signed co es of -planting Fertilizer for Maintermacc Period Fertilization-, Organic base,long P! E. Post plants.represon by .tod the required certificates,trip slips and invoices f*r the plart,Materials and related lasting,nonburning,controlled slow release,free flow items,wil I inventory such.material,comparin the,total,area and/or the amounts and, Soil to:be used,as plantingmediunibor.the pr*O shall be fertitc,well-dmined,of suitable for application with approved equipment. sliallcontain the f Ilowing, fl fitv 1: irwh�di r,sticks..oils,chemicals, I*$ or varieties cotmetly: uni orm.qua 4. ,fre,e of, t have not been furnished,the,Landscape Architect 'we plantfood : �� I I 1", -1 1 ." I.. I "... I I plaster, K. ldcntif� plant: speci on lq** weather-proof labels spCcific& if the inimrnum amoun s minimum available percentages of ight of stories over famete b 11110um 0 one- to fulfill the minimum Arthe job T%m s-ha e.a riii f labeled plant may require the installationof additional.materials concrete:and.other deleterious material.%., 0"te,soil may be stockpile-d for re-use attached securely providedit mects all requirements. for-.each 5 pdants-itra lot re-quirments specified or require that the Contractot provide credit(s)to the Owner. Nitrogen 12%minimunt Phosphoric acid 8%minimurn PART 2, -PRODUCTS B. Plarifing1lac I fo Date Pal in- s: 11. Groundcover p cutti ilanw be healthy vigor Potash r ous:rooted. ngs grown in flats until transplanting, Sulphur 7% Pure,washed&§Ig mg only. Do notincorMate fertilizer into backfill mix.Apply 2.01 :SOIL AMENDMENT AND FERTILIZER: iron 2% 2.04 11 A.. Provide singly or in ob�ic as re Manganese �05-% quired to meet specified requirements for Zinc .05010 s A, Weed, Con-tact Spray.. post emorgetit, systemic :prod* With: no oil residual topsoil. Soil conditioners shall be nontoxic to;plants. Humic Acids(derived from compost) 5% k i - 0 glyp 2A3 PLANT MATEMAILS.- movity- f6m. As a water. soltible I' M' ontain ng 5, % liosate, and L Composted Derivativcs�, Ground bark, mtrolized sawdust humus. or 14. surthotant with:surflan-44d A. Nmencl I ature: The scientific and common..names of plants 'herein specified other woodgreen wastematerial free of stone&sticks,and soil stabilized WARNING: Some fertilizers contain chelated iron which has,ca-used-staining of 1 11 4� 'NT REPELLENT-.. with nitrogen and,bavingthe following properties: concrete surfaces in other projects. Contractor shall be responsible for removing all. conform with the approved names given in Sunset Western Garden,Book, 105 RODE, iron stains from concrete by sandblagin&or as directed by architeeL at.no additional pub4shW, by Lane Publishing Coff4my- Menlo Patk.Cglifxh�, latest,edition. Rodent oT.approv§,J,1, cost to the Ownen SOV-11W of plant material on drawings. A. ft4poileitt: Repellent X. ed,equal. County of Riverside Transportation,Agen 1?v ran Agency Landscape Sped ications cy Landscape Speci, ications County of Riverside Transportation Agency Landscape Specifications County of Riverside. Tiarispi�rtation Agency Landscape:Specifications County O� T 'fi - As of October 8,2-009 32,9300-4 As of October 8,2009 329300-5 As of October 8,2009 1 329300-6 As of October 8,12009 329300-71 ThooJollowing materials and quantities am to be used as a basis fbr bidding, and 2-06 HNDROSEED, 2,10 TRIM GUARDS FOR TREES: may.be,moAdflod based on soil anal "It resu, S. A. See drawings for bydroseed schedules. A. Trim Guards shall be:made from quality polyethylene:with ultra violet inhibitors Soi1conditioner: 4 cu.yd-per I�00 sqo ft. and,rawhetinglatchingdevice. Soil sulphur: 20lbs/pef L000 sq.ft. Iron sulphate: 126 IWpe 1,000 N.ft. Im p 1,000s Gypsum: lbs�(_er q.ft. 2.07 MULCHING MATE,RIAL: Pre-plant fertilizer: 201b'sIver ft 2.11 ROOT BARRIERS FOR TREE,S: A- Mulching material shall be 3/8" - 1/2" dia. screened fir bark-or approved equal, approved in writing,by the landscape architect- A. #U:8.24-2 root barriers as manufactured by Deep Root Corp.or approved equal. I. Fertdizer�hal , inc.orporatudi-to the to -)Anchcsof Imish,W I be n six(6 ade Fertilizer shallbe applied after leaching operation. 2.08 STAKING MATERIALS FOR TREES: PART 3-EXECUTION V) 2, The, thoroughness, and,completeriessof the rototilling,and incorporation Of A� Double Staking(Triple Staking for High Wind Arm)for Trees front up to 36" 3.01 LEACHING, SOIL CONDITIONING-ROTOTILLING AND FERTIIAZING- of the.wil conditibners�dmerits:sha I be accepted by the landscape Box Size: architect in writing,, prior to Jigging. planting pits, For slopes 2:1 and 0) A. Deep Water Leaching; eper, or as per the drawings. omit soil conditionerappli.cation and U) 1**-) 1. Stakes shall be of todgepole pine. These shall be straight shafts,shaved 00 and cut clean and bare of branches and:stubs, of uniform thickness with 1. After complete installation and testing of the irriga-tionsysten-4 all areas wind 3�02 FINISH OR ADING: a.minimum diameter of 2 inches(3 itiches,in high exposurcareas), sbal I be deep water leached and compacted and settled by cooft,tious free of loose knots, splits or bends. Stakesshall be no less thaneight(8) application of irri ion water until the soil has received:a minimum of gat 0 f�etin length. 12" of water. A. Finish,grades shall be as indicated on *IiOscape�and civil drovings. C n -tor o trac shall -notify landscape architect for a decision.should anydiscrepancies exist 9. Tree Tie Materials shall he one of the.followiniz: 2. After leaching operatim soil samples shall be taken by contractor per betweenthe drawings.and�,s,itc conditiom UJ Z Z landscape architect's direction and given.to the Owner's s-oil laboratory < I Hose wires used for stabilizing trees with stakes, shall be 12 gauge for testing. Soil test shall meet the following.requirementK a Finish grades shall,be measured as the final wAWreompacted and.,settled surface U) galvanized wire with ultra-violet resistant precut hoses to TO V21" and grades and shall be within + 0.1 foot of thespot elevationsand arade lines wire precut to 27"or 367'the lengthnecessary per:details. EC-C - Maximum 3,0 indicated.Grades scape.shall.be within, .0 1 feet.of,t adjacent to hard begrWes q- < pH - Maximum 730 indicated on.the drawings. < Ld 0 % r-) 2. Twist Brwes shall be used in areas with high wW exposure,, utilizing - Minimum 6.00 V) twist brace stability bars with the following criteria: C. M and rounding of the gradesshall be provided at all changes inslope. LJ_ 3. Deep water leaching shall be done prior to the application of the ry V) 0 4'W"loop diameter by 2 4" length.for 24�'box trees commercial.fertilizer. D. All undulations and irregularities in the planting,surfaces resulting from tillage, LLJ 4 V27 loop diameter by 36" length;for 36"box trees rototilling and all other operations shall bd leveled and floated out before 4. Care shall be taken that the rate of application of water does not cause -planting operations art initiated, Z 2.09 GUYING MATERIALS FOR TREES 48"BOX SIZE AND GREATER: erosion or sluffmg of soils. Do not undertake leaching, ations in, D 0 oper Z 0 expansive soi Is. E. Take every precaution to protect and avoid damage to::.emsion control materials, Z A� Guy wires,shall:be of pliable,zinc-coated-swel of No. 12 gauge. sprinkler heads i i lines, and other under� utilities during grading irrigation UJ 5, All depressions, voids, erosion scars and settled trenches generated by and conditioning operations- _J < M >_ B� Anchors(deadman)for holding guy wires shall be of 4 inch by 4 inch(4" x 4�') the deep watering shall be,�filled with conditioned topsoil and brought to CVWD LANDSCAPE APPROVAL solid Im ber, F-6" in. Ion th, or "duck-bill"' style anchor materials as shown on 'or to di planting pits Final floish .grades shall misure ive- d=- inap of the site with all surface Z I � _g fluish gr4dc pri 991ing F. posid 0 thet details on the drawings. , and drainage away from buildings, walls toward roadways, drains mW catch These plans have been reviewed by the Coachella Valley Wafer B. After leaching operations,and aft-r the areas.have been graded,, follow the Soil basim District in accordancewiith California Governemnt Code,Section LLJ C) Z C� Hose for covering wire shall be:of 2-ply reinforced rubber. used or new, garden 65591 et seq.reqL;iring efficient landscape and irrigation design in < U,J Preparation Conformance procedures per section 1.09. After approval by the cooperation with the local governing agency (City or County). hose type of at least 1/2 inch in diarneter. Final grades�sb*ll be accepted by the landscape archi s representative Landscape Architect of the requirements i section 1.09 the sail 40"tioning G. M_ and amendme.nt m aterials shall be evenly spread over all pitintirig areas.wo Shall in writing on company letterhead priortol.digging,plantingpit-sand/or before Approval of this drawing by CVWD staff does not constitute approval ry D� Warning indicatorsto be attached,to guys, shall be of 112P PVC pipe and four be thoroughly scarified to an average .depth of six. (6) inches by "otilling plantirig operations will W allowed,to,begin, ry < feet long. minimum of two(2)alternating,passes- T I to encroach into district and USBR Rights-of"Way. Trees,plans,walls, UJ CL and permanent structures of any Vind may not be planted or insfalled UJ UJ UJ H. Plarains surfaces shall.be graded with no.less than..21,porm., t surface slow. for in CVWD and USBR easements or right-of-way vV,ithouf first obtaining E. Tree ties shall be wstated in section 2.08 above. VC an encroachment permit from CVWD. Z positi, I drainage. < Z Z Lai 0 4)1&LI-7 &A t-r-sr- X F_ COtifity-of RiViersi Transportation Agency Landscape Specifications County of Riverside Transportation Agency Landscape Specifications TER Mf AGEMENT DIEPART�r County of Riverside Trarispiartation Agency Landscape Specifications Date WA 0 < A&of October 8,2009 32930,0-8 As of October 8. 2009 329300-9 As.-of October 8 2009 32930040 LL_ LAMM 0 0 1 Gil CVWD Plan WVELffPMtNT SE '0C!FS DEPAPTM'l5NT Q SEAL-LANDSCAPE ARCHITEC" N-01: PREPARED BY: BENCHMARK: TRACT J0966R1 LP. No. 140060 P.P. No. 25566 SHEET NO. 0 Z f201(f) 0 WORK CONTAINED WTHN THESE PLANS 603-37-68 SHALL NOT COMMENCE UNTIL AN COUNTY OF RIVERSIDE ELEVATM 10"51 y 34 1 J ENCROACHMENT PERMIT AND(OR A DOMANIPARKWAY M -ITECTS. INC 52 DIAL TO WMING RGA LANDSCAPE ARCH DRAW DISC 1N GRADING PERMIT HAS BEEN SSUED. AVENUE 40 & ADAMS STREET 0 KFORE DAYS KFORE 73061 EL PASEO, SUITE 210 0 Ll LJ L PMT 0 YOU M, YOU DIG PALM DESERT, CA 92260 LANDSCAPE PLANS 296" SE OF M.D 0 F_ I ?a FWA Idw am No PkN a M"A for=ff" 568-3624/ FAX: 760-773-5615 OMSHTS ZI TOLL FRE11 E 1-M-227-26M tk mug md e"W�d h deip km b b Mt of&"WAS VASWMGTM STRMT LANDSCAP SPECIFICATIONS Z_ 9Z S MTRLI < < ok=1�,*nA or w&c*W p**WAmp vMd 08/31/2017 FOR: W.0. FUNTY _J a- x A PU" SERVICE V MR BY DAE DAIE SCALE: FILE N id!;;ii J�Mn*M=06 NWW ad ra*tie On for F CA0'r THE RIUNGTON GROUP 0. < UNDERGROUND SERVICE ALERT Dam WMTY CER 1 5S4 E, 9/ 019 DATE: H: V: N ZA 1?6 P_ CW V71to C L 1 WW b arh 4. The groundcover planting area shall be hand.smoothed after planting to A. Landscape :areas other than those bydroseeded.or planted with turf shall be 3.03 PLANTINQ 9, Plants shall be thoroughly watered intio the full depth of each planti InAt" W e imum 119 provide an even,smooth final finish grade. covered with the spect le W' th depth indicated on 01 jnu 'hin r, Min hole immediately after planting. A. The layout of locations.for plants and outlines of groundcover beds to be planted the drawings. 3.04 HYDROSEEDING. shall be accepted by the landscape architect in 'writing prior t,o digging plant pits 10. Install shrubs and vines as shown on the drawings, 3.08 CLEAN-UP: for p4titing. All such locations shall be checked by the contractor for possible A. 14ydroseeding shall be applied in the areas indicated on the drawings in interfore-mv with existing underground pi in prior to excavation of holes. If it. For I gallon trees, utilize pre-installed nursery stakes if stakes are in i I . I I I pi 9 accordance with the.mix specified on the drawings. A. As the projectprogiesses on a daily basis,tbe.contractor shall maintain.all areas underground construction or utility lines are encountered in the excavation of good condition as described above. Broken, cracked an4/or unsecured in a neat ma ter and remove unsightly.,debris'As necessary. remove all debris and planting areas. other locations for the planting may be selected by the landscape nursery stakes will not be allowed. If new stakes are required. install B. Hydroseeding Equipment: Hydraulic equipment 'used for the application of containers used in accomplishing work swee and clean all sidewalks, architect at no additional cost to the owner. Damage to existing utilities Shall be stakes with materials as specified as shown on the drawings. p ferdlizcr. sced, and slurry of prepared wood pulp or fiber with tackifiens as asphalt,and-conciete areas adjacent.to pt the responsibility of the contractor. specified on thedrawings. ThAsequip I havea built-in agitation system , ,men t, 12. For trees up to 36" Box size, install tree stakes with materials specified with an operating capacity sufficient to itate, suspend, and homogeneously 3.09 SITE OBSERVATION&WALK-THROUGHS FMSURSTANTIAL COMPLETION: agi, B_ Planting Trees,Shrubs and Vines: and as shown on the drawings. The stakes shall be driven in plumb and mix a slurr�vontaining 1.200 pouruls of mulch and stied, The slurry distribution secure. Special care shvill be tak.m. that the driving in of the stake does lines stall be large enough to prevent stoppage and, shall prov I ide even A� General. Observation: The. landscape architect will visit the construction site at 1, All excavated holes shall have vertical sides with roughened surfaces not damage the tree roots or rootball. Tree ties shall be fastened to each distribution of the slurry. The slurry tank shall have a minimum capacitv of and shall be of the minimum sizes indicated on draw' Holes shall stake by tacking the wire tie to the stake, Protective hoses shall be in interim times during the construction,process to access constniction progress 1118s, 1,350 gallons and shall be mounted on a traveling unit, which will place the n of in be, in 411 cases, large enough to permit handling and planting without contact with all tree trunk or branch areas per the details on the regarding installatio landscape material to be i compliance with the and spray nozzles within sufficient proximi to the areas to be slurry tank ty drawings, details, specifications and site conditions. The landscape architect injury or breakage of root bells or,roots. drawings. sprayed so as to provide- unifonn distribution without waste. will prepare a site report after each visit noting progress of installation. verbal comratinication I with the contractor and ident�in# any field at(Justments 2. Excavation shall include the stri ng and stacking of all acceptable soil 13. For trees 48"' Box size and. greater guy all tives with the materials ppi Applica ion C. t' Method: Us' the wood pulp as a guide,,, spray the soil with a encountered within the- areas to be excavated for plant pits and planting specified and as shown on the drawings. ing necessary that require modifications to.the designed landscape. A copy of this uniform visible coat of,slurr shal in y. The slurry .1 be applied.' . .4 sweeping motion, site report will.be�delivered to both the owner and-the contractor. The contractor beds. Protect all areas that are to be trucked over and upon which soil is in anarchod stream so as to fall like rain.allow' th I C Wood fibers-and tackificts to be temporarily stacked pending its re-use for thefilling of holes,,pits 14. The staking and guying shall be accomplished in such a manner as to i's responsible to i address each item on the site report before to biAld upon each other, until a complete,evveri,coverage emt.is achieved. proc-eeding with furtherconstrmfion. and beds. insure the proper and healthy growth and the safety of the plants,, property,and the public. D. Rydrosee4ed. areas shall be kept moist at all times 2.0-24 days after planting or uw Walk,Through For Substantial Completion(P-unphl,isit#I 1 Excess soil, generated ftm the planting holes shall be spread evenly on until the new growth of the,plants am sufficiently well egablished. the site:within the tolerances indicated mi section 3,02, or as directed by 15, The contractor shall be responsible for all surface and subsurface I Bethre requesting a wa I"I .: I .T for substantial completion the the landscape architect. drainage required which may affect his guarantee,of the trees, shrubsI, i i I & E� Hydroseeded areas shall be protected against foot: traf6c and other use follorwingIv, w. ments must be entirely"Sfie and Nines. �. q., re immediately after hydr*sceding is completed by placing warning sips and 4. The plants shall be planted at approved locations with. the heretofore temporary mine and flagging around the areas. a. Thc,entire.plan-fing,area is:c ly installed,and when,letters specified plantpit fertilizer and soil planting backfill. Place, plant..pit 16. Pruning after planting shall :be required on all trees, shrubs., and vines omolw of acceptance as described above have been obtained from the fertilizer after two thirds of back-fill material is installed at the rates when necessary to provide the specified or approved standard shapes, F. Re-hydroseeding of bare areas shall be done 30 days after iffial application at VMS 1, 4_�, architect: an4tor owner's, representative. If the specified by die manuflicturer and soils report. form and/or sizes characteristic to each plant. Pruning may include thinning, and/or cutting and "I be under the direction of the landsc no additional,cost to the owner. cofivactot failed to ootif� ft. landscape, architect for any of the ape above items as, I above tha I a the contractor assurrms full 5. The plants shall be placed in the planting pits, which bave been hand- architect or certified arborist. 3.05 HERBICIDE,APPLICATION: re Wity for: d ifications, directed by the tamped, and water settled to the rootball base levels prior to the I sponsi , any ,J esign mod placement of the plants. After setting the plants, the remaining backfill 17. Install tree guards on all trees within turf areas. landscape architect doring the walk through for substantial A. herbicide or pesticide applications shall be performed only by personnel completion any of these issues at no additional cost to the material shall be carefully tamped and settled around each rootball to fill licensed for such work by the State of California. owner. all voids, C� Planting Groundcovers: RODENT REPEIJM,4T- b. All�invoices. pinto tags,and,recei have been delivered to the 6., Each tree and shrub shall be placed-in the center of the,hole and shall be 1, Groundcovers shall be planted in the areas indicated on the drawings. pis landscape architect andlor owner's representative. set.plumb and held rigidly in position until the planting backfill has been The groundcover plants shall be rooted cuttings grown.in.flats and shall A. Once plants have been planted and watered in,-apply rodent repellent for plants tamped around each rootball. remainin those flats until transplanting indicated on, plant legends on the- drawings around the entire *rjwW of the ents through for 2. :Once the above requirem have been met a walk planting area at application rates and with. methods as specified by the substantial,completion may be:reqpesta The Ballowin occdur will 7. All plants shall be set at such a level that after settling they bear the 2. All groundcover plants shall be planted with soil around roots in g pr es manufacturer. ring the walk through. be used du samerelationshho to the surrounding finish grade as they bore to the soil staggered row.evenly spaced at the intervals called out on the drawings. line grade in the container,unless otherwise noted. 3. The groundcaver plants -shall be planted sufficiently deep to cover: all 3.07 MULCHING: a. Contractor must have (2) two personnel available with radio co. !for the.ent length,of the walk through. 9. No plant will be accepted if the rootball is broken or cracked, either roots. before,during,or after the process of installation. County of Riverside Transportation Agency Landscape Specifications County of Riverside Transportation Agency Landscape,Specifications County of Riverside Transportation Agency Landscape Specifications Couritv of Riverside Transportation A Landscape Specifications y As of October 8,2009 329300-11 As of October 8,2009 329300-12 genc. . As of October 8.2009 329300-13 As of October 8, 2009 329300-14 b. A visual walk throughof theentire site will-takeplace consisting., I The contractor is responsible for obtaining and following any of an examination of planting areas as compared to the maintenance manuals created.specifically for the project.from the owner drawings, and 'installation procedures as shown on the details at the beginning of the maintenance period. and specifications. A. punch list will be established of deficiencies in the construction and workmanship of the 2, Once the contractor has fulfilled all maintenance agreement obligations landscaped area as compared to the construction drawings,, the maintenance period will end see section 320 533 Landscape details, and specifications. Maintenance,for maintenance responsibilities. 3. On" the Walk Through for Substantial Completion has beem,compicted the landscape. architect will provide a copy of all punch list items to the END OF SECT10N 329300 owner for review and distribution to the contractor. It is the contractof s responsihility to repair, lace, and adjust all rep items on the punch prior to requesting a final walk through. C, Final Walk Through: 0 ctf 1. Before commencement of a Anal:walk.through is requested,each item on UJ > the walk through for substantial completion (punch list #1) must be thoroughly satisfied.addressed,and resolved by the.contractor. 0) IT) U-) 2. Once the above requirement has been,met a final walk through may be 110 requested. The following procedures will be used- 6 to a,. Contractor m4st have (2) two personnel available with radio communication for the entire length of the walk througb, Ld Z b, Unless new issues arise between walk-througlis,only-those,items N < as indicated on the walk through for substantial completion Ln punch list will be addressed. This visual walk through will 0 consist Of walking through the punch, list items created at the Lti A6 ry F-�_ < LLJ time of the walk through for substantial completion. < 4� , examining outstanding items. Any remaining deficiencies,in the tu� capelas < construction and workmaris kp of the lands compared to the punch list generated at the. time, of the walk through for Cf V) 0 substantial completion struction drawings, details and con specifications will be. noted- Z D 3: Z 6 3. Once the Final Walk Through is completed and all items created on the- 0 ry C) final punch list have been addressed,the Maintenance Period may begin. Z Any additional walk through s required due to contractors" inability to 0 address all issues on thepunch lists described above,will be provideJ at co >_ dw conuactors expense. CVWD LANDSCAPE APPROVAL 02 3.10 MAINTENANCE PERIOD: These plans have been reviewed by the Coachella Valley Water Disf6cf in accordance with California Governernnt Code,Section LLJ O_ T 65591 et seq.requiring efficient landscape and irrigation,design in ry < Uj The Maintenance Period shall last for mi nety (9,0)days after notificati from the A, Ion cooperation with the local governing agency (City or County). landscape architect of a successful firial walk through and will bec& once all items.on the final walk through punch list have been satisfactorily addressed by a Approval of this drawing by CVWD staff does not constitute approval < written.statement indicati such from the,landscape architect to the owner. ISTR\ to encroach into district and USBR Rights-of-Way. Trees,plans,walls, LLJ ing and permanent structures of any Vind may not be planted or installed LJ LLJ LLJ in CVWD and USBR easements or right-of-way without first obtaining Z 0 an encroachment permit from CVWD. Z ZZ3-D < 0 0 Z 0 County. of Riverside Transportation Agency Landscape Specifications County of Riverside Transportation Agency Landscape:S*iffications 11,011-7 As of Octo ber 8, 100 329300-15 As of October 8,2,009 32930-016 Date WAT�R 4NAGEMENT'DEP7AWT 0 U_ Z tP 0 0 CVWD Pion VffioOPMENT S ARTMENT V) le I 0 n SEAL-LANDSCAPE ARCHIIEC�' No. 0 NOE: PREPARED BY: BENCHMARK: TRACT J0966R1 L P. No. 140060 P.P. No- 2<6136 SHEET > WORK CONTAINED WTHIN THESE PLANS I f2 < e- 603�-37-W 0 AVV4VVVWVVVVWV~ SHALL NOT COMMENCE UN11L AN COUNTY OF RIVERSIDE Z Z W aXVATMI* 103M1 35 11*1 DOMANI PARKWAY ENCROACHMENT PERMIT AND(tOR A I I EIRM DISC IN 0 DKL S� R,GA LANDSCAPE ARCHITECTS. INC TW WM#4G GRADING PERMIT HAS BEEN SUED. 0532 000 n BEFM DAYS BEFORE AVENUE 40 & ADAMS STREET 73061 EL PASEQ, SUITE 210 C34CRETE POST UJ 0 you W YOU NG PALM DESERT, CA 92260 LANDSCAPE PLANS 2WT SE Or OLD bP"k"*4dft". toomsompawfor 1'EL---,760-568-3624 FAX: 760-773-5615 OF135SHTS mm Z I - - WASMMTON STREET LANDSCAPE SPECIFICATIONS TOLL � D Z 1-M-227-2600 b=M 4�40*dMy of b hm h 6e=1 of 6"Mcies n 4k,=4 _J A PUBLIC SERVICE BY rw or'I"N&C*h irevid MW BY WE APP& WE 0 08/ 1Z2017 - FOR: W.O. COU n SCALE: 1-019 DA < ZML mp�mMr ddn*a=06 Ab aW m*b On for CAUX 7P TE: THE RIUNG70N GROUP FILE UNDERGROW SERVICE ALEW CERT 0.1532, E 30/y H V: N 1A wly C \IJ