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HomeMy WebLinkAboutR-416632N N O N r- N LP E a 0 J I r- rn N-) N i N O O O N la! Lqa) a LL SOLAR SYNC RAIN SENSOR NOT TO SCALE LEGEND: OSOLAR SYNC WIRELESS SENSOR 20SOLAR SYNC COMPATIBLE CONTROLLER 30SOLAR SYNC WIRELESS RECEIVER ®POST OR SUITABLE MOUNTING SURFACE. SEE IRRIGATION PLAN FOR SPECIFIC LOCATION SOFINISHED GRADE JGATION CONTROLLER. SEE IRRIGATION SCHEDULE LVANIZED METAL CABINET FOR CONTROLLER E VOLTAGE OUTLET FOR IRRIGATION CONTROLLER ;IDE PEDESTAL (OUTLET NOT SHOWN) 4" POWER CONDUIT: SIZE, DE, DEPTH PER LOCAL CODE OUND WIRE CONDUIT, MIN. 1 1 /2". OUND PER ASIC GUIDELINES DESTAL BASE: CONCRETE PREFABRICATED ISH GRADE NDUIT FOR CONTROL WIRES IRRIGATION CONTROLLER - PEDESTAL MOUNT NOT TO SCALE TRENCH CONDMON SLEEVE CONDITION �`"�oo 00` - FINISH GRADE )o)o�,o o�r �o°o°o PAVING SECTION PER CIVIL PLANS J COMPACT BACKFILL o O c v �o C Oo0 c V D O AT 90% DENSITY ° J c O �, C �C60 ` (TOPSOIL BACKFILL) Q U AT 95% DENSITY (STRUCTURAL) ; oOoo _)0 oOoo O3 q ° O r ° n PVC LATERAL `' r 6" OFFSET SLEEVING J Ooo c � � ,off ALT. WIRE SLEEVE 0 c O c � PVC MAINLINE ' 10 ... o LJ VALVE WIRING O' 0 m PIPE BED MATERIAL 0 TO BE CLEAN AND FREE OF ROCK LARGER THAN 1 /2" _.. . NOTE: SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR-26). DIMENSIONS ARE MIN. CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE IRRIGATION DETAILS OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON RECORD DRAWING ICD-100 DECODER ON STAKE NOT TO SCALE e.IFMLd TitiiCrl- tir�lti� f31Ox ffi�vr pc6m _z V6Ive bnx N li't �Ild ICM'I. w9kh om 0 Z c¢n 4' 1 raM r"k• 4' I„ IA,. <ivf4fi mol Far+ ­714:�_Iu_ f�nc t�rdr�l vaNLa. S66 Pbw For ffod*l LEGEND: 01 314" SCH. 40 PVC PIPE 01" SCH. 40 PVC PIPE 3OICD-100 DECODER PER PLAN ®ELECTRICAL CABLE TIE 50FINISHED GRADE ©VALVE PER PLAN OTO EARTH GROUND ®DBRIY-6 OJACKETED ID WIRE PATH NOTE EARTH GROUND TO BE A MINIMUM OF 8' AWAY FROM DUAL-S AND AT A RIGHT ANGLE TO THE TWO WIRE PATH THREADED BALL VALVE SCH 80 PVC MALE ADAPTER FINISH GRADE SCH 40 PVC 45° ELBOW FOUR (4) 4"x8" BRICKS t 4 w1ply Ci ntr,6lTer. See pk, p F� wwndel x � ar, dr- 3mh a ,ndtFc alb rdfk c Lo nm�ar �pFrkrgl�Tpr I 1�1 � hF'llta �I-p�k M�rllktia P13rc to FkOkl— a+Gr tom- khol bckwd a wire c w&QI3cf REGULAR VALVE BOX WITH LOCKING LID PAVEMENT a d: 'a SCH 80 PVC UNION SxS SCH 80 PVC NIPPLE TxS MAINLINE THREE INCH (3") THICK LAYER OF PEA GRAVEL OR APPROVED EQUAL NOTE: 3/8" WELDED WIRE MESH 1. LOCATE VALVE BOXES IN PLANTING AREAS. 2. WRAP VALVE BOX WITH A MINIMUM OF 3 MIL THICK PLASTIC AND SECURE IT USING DUCT TAPE OR ELECTRICAL TAPE. 3. ALL THREADED CONNECTIONS TO BE MADE USING TEFLON TAPE. 4. ALL CHANGES IN ELEVATION SHALL BE MADE USING SCH 40 PVC 45' ELBOWS. BALL VALVE DETAIL NOT TO SCALE ° o° 0 D° CHECK VALVE ASSEMBLY DETAIL NOT TO SCALE TixF4 kx>� �=III=III= III—III—I� 1—III—, � I-1TI-III_ *:aH 94V r2cp f'cr M94Cd IT1t49I r f -QtS M F•binl� — I— —— I L-111I—I 11Im I I-1 I F-I I I —I I I —III 11011 1—I I la I I-1 I I-1 I I —I I la I I —I I I� -W= =1 111 � 11T1 I ICI I II II I I I-J 11- I I-1 I I, ,�I � Il tL1 l�l I I—"' ,,.. DiNx Md Vd%wllr WL+dv�a-t. w #bms In 6f{M! CrW Not LU {}L4G 0I-I MASTER VALVE and FLOW SENSOR NOT TO SCALE SURVEY DATUM 7 MAXIM Omm mmnuL mm HORQOWTAL DAMN 6 NID 1953(91) PER CITY OF VERTICAL DATUM FORMS SIZE 6 RENTON. CITY OF R= CONTROL POINT NO. 1857 6 NAVD 19M PER CITY OF WAS HELD FOR POSITION AND A UK 9EIWWEEN CITY RENTON. CITY OF RBOOFI OF RTDITON CONTROL POINT NO. 1940 AND OONTROL POINT NO. 2192 WAS N O. CONTROL POINT NO. IWO WAS HW FOR ROTATION, IiW FOR 02A ION. BEING TIEING SW32'23'E 98.199 FEET(NAVD55). RECORD DRAWING AS -BUILT REC EQUIPMENT and MONUMENT SIGN REVISION SURVEYED: DESIGN TCR TCR 5.27.22 JMV DRAwN. TCR JMV 4.19.22 JMV CHECKED: Jmv BY DATE AP P R APR ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19M HORIZONTAL: NAD 1983/1991 DATUM AVftk CITY OF R RENTON Planning/Building/Public Works Dept. DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12" MINIMUM CLEAR FROM WALLS TO TEST COCKS, BOLT LOCK LID DOUBLE CHECK VALVE (STATE APPROVED ASSEMBLY) RESILIANT SEATED VALVES WITH TEST COCKS, INSTALL ASSEMBLY WITH TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS PVC MAINLINE PER PLAN -SCH 80 NIPPLE AND FEMALE ADAPTER - TYPICAL UNION AT EACH SIDE OF VALVE SCH 80 PVC - TYPICAL SCH 80 NIPPLE - TYPICAL _ BLOCK AS NECESSARY WITH BRICKS AT BASE OF BOX SUMP 1 C.F. 7/8" WASHED GRAVEL NOTE: INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTER REQUIRED. V E !` 0 Vi = � H 4-1 Z) t ._ Im �0 i LLB N N M !` a 00 O1 N N m i C LO a-,' N W U Y r RECORD DRAWINGS R-4166321 H L M 0 0 C'7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS cTv TRIPOINTE HOMES (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 � O Q Z w m F--O ow J d'�� J W W DATE: 05-27-22 FIELDBOOK: PAGE 32 °F 46