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<br /> i'KS�EG�NAME
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<br /> �.•
<br /> PVC MAINLINE. TYPICAL OFFSET 2° FROM --�--__ TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL (FEET) TECHLINE CV GENERAL GUIDELINES �OR WATERWG TIME � EVERETT WATERFR�NT
<br /> ,,, ; ,
<br /> TYPICAL VALVE, FILTER, TYPICAL LATERAL HARDSCAPE,4" FROM TURF SHRUB & GROUND �o�ER HO?EL INDI{�� e
<br /> PIPE FROM VAL.VE PLANTED AREA. DRIPPER SPACING 12" 18" 24" F TYPICAL START CONNECTION ,
<br /> ON EXHAUST HEAQER.
<br /> PRESSURE REGULATOR. ASSEMBLY, SfZE
<br /> DRIPPER FLOW CLAY LOAM SANDY CLAY LOAM SANDY TOTAL LENGTH OF TECHLINE TUBING PROJECTADDRESS
<br /> TYPICAL OFFSET PER PLANS, 0.26 0.4 0.6 0.9 0<26 0.4 0.6 0.9 0.6 0.9
<br /> 2" FROM RATE (GPH� IN THIS AREA GAN NOT EXCEED THE
<br /> HARDSCAPE,4" W DIPPER FLOW (GPH) 0.26 0.4 Q.6 0.26 0.4 0.6 Ma�c. �EN�-rH oF Rurv. 1002 MILLWRIGHT LOOP S �
<br /> FROM PLANTED � 15 127 109 86 65 177 151 120 91 152 116
<br /> AREA � DRIPPER INTERVAL 18" 12" 12'� 18" 18" 12" TYPICRL START CONNECTION ON
<br /> POLYETHYLENE QR PVC �
<br /> SUPPLY HEADER, SIZE AS PER � 25 427 325 256 194 6Q4 459 361 274 458 348 SUPPLY HEADER. ' ,
<br /> HEADER SIZING CHART. � LATERAL ROW SPACING 18"-22" 18"-22" 12"-16" 18"-24" 18"-24" 16"-20" '
<br /> � � SEE CLIENT
<br /> 35 539 409 322 244 763 579 456 346 580 440 - SUB-HEADER
<br /> ' �� APPLICATION RATE (IN/HR) .19-0.15 .43-.35 .96-.72 .19-.21 .29-.21 .72-.58 oETAi�. AMWEALTH, LP
<br /> � z� 45 618 469 369 280 877 664 523 397 666 506
<br /> z TIME TO APPLY 1/4" 79-100 35-43 16-21 79-107 52-71 21-26 �RREGULAR '
<br /> AREAS: TRIANGULAR ` TYPICAL TECHLINE START
<br /> DRIPLINE SPACING AS � TECHLINE FLOW PER 100 FEET coNNECTioN. .
<br /> NOTED. o � •
<br /> � TYPICAL TECHLINE TUBING � � DPACING 0.26 GPH DRIPPER 0.4 GPH DRIPPER 0.6 GPH DRIPPER 0.9 GPH DRIPPER ._.._, PARKING ISLAND TYPICAL LAYOUT
<br /> LATERALS WITH EMITTER z w WATER SOURCE:
<br /> � SPACING AS NOTEQ. � � GPH GPM GPH GPM GPH GPM GPH GPM � DRIP VALVE OR F NEAD R MANUAL LINE FLUSHING VALVE. -
<br /> � � STAPLE(TLS6)AT ALL TEES, � � LATERAL FROM TOP OF SLOPE. TECHLINE CV LATERAL TU81NG.
<br /> o � � Q 12" 26.40 0.44 40.00 0.67 61.00 1.02 92.00 1.53 VA�VE.
<br /> = Q ELLS,AND AT 5' O.C.AT F PVC SUPPLY LATERALS PARALLEL TO THE
<br /> � �
<br /> �- = CLAY,4' O.C.AT LpRM, OR 3' X � a TYPICAL SUPPLY
<br /> z w O.C.AT SAND. � � 18" 17.58 0.29 26.67 0.44 41.00 0.68 61.00 1.02 P�P� HEADER. C(�NTOURS OF THE SLOPE.
<br /> � � � / / PVC EXHAUST HEADER. �
<br /> 24" N/A N/A N/A N/A 31.00 0.51 46.00 OJ7 TYPIGAL TEGHLWE � � TOE OF
<br /> DRIPPER LWE �
<br /> , 54"MAXIMUM ELEV. SLOPE.
<br /> ,
<br /> J _
<br /> � � MANUAL LINE FLUSHING - TUBING.
<br /> Q H VALVE PLUMSED TO SUPPLY AND EXHAUST HEADER SIZING CHART (UNLESS NOTED ON PLANS) F HEADERT ! CHANGE WITHOUT GHECK
<br /> ,,,
<br /> � -� EXHAUST HEADER,AS FAR F F
<br /> VALVE. IF GREATER, TOP 2/3 OF SLOP :
<br /> FROM THE SUPPLY HEADER TYPICAL PVC OR INSTALL INLINE CHECK GONVENTIONAL
<br /> STEP 1: ADD LENGTH OF ALL TECHLINE LATERAL TUBING CONNECTED TO THE HEADER. POLY SUPPLY OR TOTAL THE COMBINED LENGTH CHECK LONGEST VALVES EVERY 54" W ELEV. SRACING.
<br /> AS POSSIBLE. STEP 2: DIVIDE THfS TOTAL LENGTH BY 100 TO WDICATE THE LENGHT IN UNITS OF 100.
<br /> EXHAUST HEADER. OF THESE LATERALS AND LATERAL AGAINST CHANGE.
<br /> STEP 3: LOCATE THE GPM THAT APPL.IES FOR EACH UNIT OF 100 FEET LENGTH ON THE CHART
<br /> °TECHLINE FLOW PER 100 FEET". MULTIPLY THIS GPM NUMBER TIMES THE UNITS OF 100 � M USHING�VALVE F MOX P ENGTOH OF S NG ET FOR E GTH OFSI GLE l CONVENTIONOAL SPACING PL S
<br /> F FLUSHING VALVE AT � FEET FOR TME TOTAL GPM AT THIS HEADER. LATERAL 1 o ISSUED FOR CONSTRUCTION 3l19118 ,
<br /> EACH EXHAUST END. PLUMBED TO PVC LATERAL. 25/a.
<br /> STEP 4: SIZE THE HEADER WITH THE FOLLOWING:
<br /> END FEED EXAMPLE CENTER FEED EXAMPLE 1 TO 6 GPM: 3/4�� HEADER. 6 TO 10 GPM: 1�� HEADER. OR POLY ISLAND IRREGULAR BRANCHING OUT JOINING LATERALS SLC?PE FEED LAYOUT REMOTE CONTROL c��oo�to 2�s�2o�s
<br /> 10 TO 2Q GPM: 1 1!4" HEADER. 20 TO 30 GPM: 1 1!2" HEADER. HEADER. LAYOUT ODD CURVES LATERALS VALVE ASSEMBLY. 1 BUILDING PERMIT CORRECTION 12/8/17
<br /> BUILDING PERMIT 10l2t17
<br /> 1 TYPICAL NETAFIM TECHLINE CV REQUII�EIUIENT� �050��0 8/24117
<br /> N.T.S.
<br /> 328413.56-04 N0. ISSUED DATE
<br /> REVISIONS '
<br /> CONTROLLER WIRE WITH 30 WCH LWEAR 10" DIAMETER VALVE BOX. CONSULTANTS �
<br /> 20"X14"JUMBO PL LENGTH OF COIL, WITH PLASTIC I.D. TAG AND
<br /> VALVE BOX. COIL 24"TO 30" OF DRIP TUBING IN THE
<br /> WATERPROOF CONNECTORS. CIVIL ENGINEER
<br /> BOX. CPH Consultant .
<br /> PVC TRUE UNION B RCV AS SPECIFIED. L��END. 6 y" DRIP TUBING �
<br /> 11431 Willows Road NE,Suite 120
<br /> VALVE. Redmond,WA 98052
<br /> FILTER AS SPECIFIED. � �# � } � 4 � 7 T:425.285.2390, F:425.285.2389
<br /> � ��
<br /> 2"ABOVE GRADE AT PRESSURE REGULATOR AS Q1 ECO INDICATOR - ECOID 1 � ����a�,4 �� € r� : •� $ INSERT BALL VALVE LANDSCAPEARCHITECT
<br /> SHRUBS. SPECIFIED. 2 ,
<br /> d � f :
<br /> Geyer Coburn Hutchins(GCH)
<br /> SET goX F�uSH z � RVC Utv�otv w�sHORT �2 LATERAL PIPE PEF2 PLAN 3 '� '� k `� ' a - � `` ° ; 660122nd Av�.NW
<br /> AT TURF. � NIPPLE. � ; � � �; #3 s; ' � �s" %" DRIP TUBING. Seattle,WA 98107
<br /> � � FPT CQNNECTION FROM LATERAL, 4 � , � ' � �^{ ,�# � , ��� ` �� �'�� r:2o6.285.�a22, F:2o6.2s5.os44
<br /> O -STANDARD VALVE BOX
<br /> STRUCTURAL ENGINEER
<br /> � � - � 5 ��,. �� 3° ��� � ,.� Y s, `� � . =b., ' ���� FINISH GRADE Brienen Structural Engineers,PS �
<br /> _ O4 BARB ELBOW � ,.,�. 1316 Central Avenue S,Suite 200 '
<br /> _ � _ � � , � �»,-�-; _ : _ - - - - -
<br /> - - r f - - - __ - --- I , Kent,WA 98032 •
<br /> - - - -
<br /> ' � ..: `� � `� �� _ � � �- �_��(_��(_���=) � (_���_� � �=� �_��(=��( I , � � � � T:206.397.0000
<br /> =1 f If=1 I I-=' � FLEX TUBING � �,� �£< �� �� � �__.} - - -
<br /> (���I� � � J o � `; ` f b , �, ;s= I I (-) I I-I ( I=I ( I I I I-I I I-I I I- � � �_. -� � /� /� MECHANICAU ELECTRICAL ENGINEER
<br /> Q W f., t �c s�� � / � \
<br /> t � ,:t � �; - - - f � Tres West En meers,Inc.
<br /> u, ¢ O6 FINISHED GRADE IN TURF �, � =���_��(_��(_) ( �_� ( �_���;.� � - 1=1 �- \\/ /\%/ 9� .
<br /> �_� � �_� � �_��� � � �-� � �-I � � �-I��-
<br /> `� ' 2702 South 42nd Street,Suite 301
<br /> m � , .
<br /> � � \ o N � �" �' � " ;: ` F�'�. � � � Tacoma,WA 98409 � �
<br /> � �- O ADJACENT MULCH F, }! ` � �- #� :3 � � I-I ( I=) ( (-I -� � � �=I I (-I ( �- PVC LATERAL FROM
<br /> .. � - 9 � I= _ _� 1 �- PVC LATERAL TO DRIP T:253.472.3300
<br /> # ���= �� -I I I�( - ��I I I,;,I I I- VALVE INTERIOR DESIGN
<br /> O8 FINISHED GRADE IN PLANTER BED '_#, _ �'';� �;� 4 � � �AREA Jensen Fe Architecture+Plannin .
<br /> 1 � x ;t, , ;.= Oo O Oo0 FLOW---�-- Y 9
<br /> o�� � Q � 7730 Leary Way NE
<br /> O9 MARLEX STREET ELBOW � Q �� � Redmond,WA 98052
<br /> SCH. 80 RISER. OUTLET PIPE SAME SIZE AS T:425.216.0318
<br /> SxT TEE W/2" NIPRLE A VALVE, 24" MiN. LENGTH TO
<br /> MAINLINE. FIRST FITTING. �
<br /> uww--c�w vw..v-vw�-�-�..-..- � � �
<br /> 45° DOWN AS REQ. TO 4"THICK LAYER OF WASHED ao c8�o�a��� o`���o`����c8a� DRAWWG STATUS
<br /> GRAVEL. THE BOX SHAL�REST o ��O��O�00��O ���0� �Oo
<br /> LATERAL PIPE DEPTH. UPON THE ROCK BED. DO NOT CONSTRUCTION DOCUMENT� -
<br /> EXTEND GRAVEL WTO BOX.
<br /> GEOTECHNICAL CLOTN, TWO 6X2X16 CONCRETE BLOCK CAPS, ONE PRF-057-RBY 6"WASHED GRAVEL SUMP
<br /> WRAP UP SIDES. ON EACH SIDE OF THE BOX. DISCC2pat1C18S I71USt b@ C'@p01'teCJ t0 tIl@ ACCI11t2Ct .
<br /> �EOTECHNic��c�oTH- before proceeding. �nly figured dimensions are -
<br /> WRAP UP SIDES to be used. Contractors must check all
<br /> dimensions on site. This drawing is protected
<br /> by copyright. .
<br /> ALL DIMENSIONS ARE SHOWN IN IMPERIAL.
<br /> 2 1 " DRIP VALVE KIT 3 HUNTEFi ECO-IIVDICATOR � DRIP FLUSH VALVE - SU�-SUF�FACE � Pi�F-075-RBY �a�
<br /> NTS 32$413.76-29 NTS 328413-01 NTS 328413.49-36 NTS 328413.46-04
<br /> PAVING MATERIAL WIDTH VARIES
<br /> � _I A [t G €PI ( T E G T t} F; �.
<br /> �, FINISHED GRADE -
<br /> v. b00 108th Ave.N.E.Suite 950 .
<br /> - I (_I I I-I ( I_I � ' ( I- � � Bellevue,WA 98004
<br /> o -�i- a . - i � T:425-454-0608 www.mza-us.com
<br /> 4 Q I-I I I�I I 1= ��oo��oo��oa��oo� � �
<br /> � PAVING SUB BASE � I o00 000 000 0�0 0 o STAMP NORTH ARROW
<br /> W INSTALL ASSEMBLY ' I-I I I=I I I� I I I�- ���I I f I I I I I I���I I -� � �� �°o�o�O���O�o�O�o o �� d� -
<br /> 0 0 00 00 00 0�o0 0 00 � �%�
<br /> 1' TO 1 1/2 ABQVE � �-� ��-� � �-�� � � (_) � (_�� �- �0������o° 0��� � L✓
<br /> � FINISHED GRADE. �i�-���_ - � ° NATIVE SO(L BACKFILL �`� Q
<br /> ����-���-� ( � Q
<br /> � � � I.;�) I I=I I I= . COMPACT TO 95� COMPAGTION N "
<br /> o -I I I=I I -_� ASE PECIFIED N
<br /> w� DO NOT USE SIDE INLET. -� I (i � �I I I� ,- cii STATEOF
<br /> , PVC LATERAL LINE Q �NASH�N�TON "
<br /> � HIGH POP HEAD. 4 _ RE��STEREo
<br /> PVC MAI N LI N E Y urac�scnaE a,cw recr
<br /> � TO CURB 0 Q fF�'�`�' ���
<br /> z 1/2" MARLEX STREET ELL. SLEEVE �
<br /> � JERRY COBURN
<br /> � � CERTIFICATE NO.883
<br /> BARB ELL X MlPT. WALK. AS SPECIFIED
<br /> N z ¢
<br /> � � QRAWWG TITLE
<br /> BACKFILL WITH 100% COARSE SAND, - IRRIG�4TION
<br /> WATER JET & MECHANICAL�Y COMPAC7 " � ry
<br /> TO 90� OPTIMUM DENSIT`(. VETAILS
<br /> ALLOW 48 HOURS TO SETTLE, SLEEVE WITH
<br /> AND BACKFILL AND COMPACT W�RE '
<br /> WITH NATIVE SQIL.
<br /> LATERAL - DRAWN CHECKED
<br /> LINE. 4" MIN. BEDDING - TL JC � .
<br /> 4" MIN. 4" MIN.
<br /> PVC TEE (SXSXT) SCALE @ ARCH D DATE
<br /> OR E�L. 11121/17
<br /> NOTE: COMPAGTED NATIVE SOILS ONLY MAY BE USED UNDER WALKWAYS. '
<br /> GRAPHIC SCALE
<br /> 1/2" POLYETHYLENE FLEXIBLE �
<br /> TUBING, LENGTH AS REQUIRED. -
<br /> 12" SHRU� SPRAY W/FLEX PIPE SLEEVE DETAIL PRo�E�TNQ. •
<br /> 6 NTS 3284Q3.29-14 � NTS 3284Q9.76-20 16-058
<br /> DRAWING N0. REVISION N0. '
<br /> r
<br /> � � � .
<br />
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