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<br /> P� RTION 4F SEC . $ TWN . 29 N . RGE . 05 E . W. M .
<br /> � � � � .. :.
<br /> CITY OF EVERETT SNOHOMISH CDUNTY WASHINGTCJN . - ������ : ���� �� �
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<br /> TACOMA • SEATTLE • SPOKANE • TRI-CITIES
<br /> 2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br /> 10"DIAMETER VALVE BOX. CONTROLLER AS WIRELESS RAIN SENSOR 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com wEB
<br /> - -- GALV. SCH. 40 FROM METER OR P.O.C. j--- THERMOPLASTIC VALVE BOX WITH LOCKING COVER. HEAD BRAND"QVC"ON LID Q SPECIFIED. CONTROLLER INTERFACE
<br /> ' SIZE TO FIT BACKFLOW ASSEMBLY AS SHOWN. WITH 2" HIGH CHARACTERS. w --- -
<br /> � MOUNT PER Proiect T�tie:
<br /> � 100-MESH STRAINER QCV z w MANUFACTURER'S -
<br /> `,, '� ��--- DOUBLE CHECK VALVE ASSEMBLY, SIZE � � I N S T R U C T I O N S
<br /> ', \ / ! AND MODEL AS NOTED ON PLANS. a � G L A C I E R
<br /> 10"X15"RECTANGULAR BOX SET BOX FLUSH J
<br /> \� WITH 6"EXTENSt9[�1------� -----TO GRADE 12"MAX � ^ .
<br /> (2) SCH. 80 PVC UNIONS z � JUNCTION BOX �� 2" DIA. CONDUIT WITH LONG il
<br /> i� � � 6"MIN. Z X � � 1" GALV. CONDUIT .i SWEEP ELL FOR UF DIRECT BURIAL PEAK AT
<br /> ' � � � Z W/ LONG SWEEP --W I R E S T O V A L V E S. S T E E L A B O V E
<br /> � � �, , �� � � FINISHED GRADE. ELL FOR 120V GRADE, SCH. 40 PVC BELOW
<br /> � ,,,, , , RIVERSIDE
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<br /> �� ` i �-� - - FINISH GRADE :�'�' ��;, ; � � -
<br /> `�`% � - � _; -i � POWER SOURCE o G R A D E. M A X I M U M O F 2 4 W I R E S
<br /> � � '' %>`%i�`i�� �;; % i�%' _I i I I I I-I I i '-, ' - , - PER CONDUIT
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<br /> � , , , ISOLATION BALL ��� ��� -� ;� �����' � i-- � AS PER
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<br /> � �_I I �_� �' VALVE AS � � � ��ii%i�`�,� ' ' � I I-I I I-I I I ' � � ' � � � ELECTRICAL
<br /> i I I :I. �, �,;
<br /> - , � I I i I,� ; - TO IRRIGATION MAINLINE. I LINE \`�, \`%i`��;ii`�� -'_ I � _� I I---' ' CONCRETE PAVING. EXTEND
<br /> I � 3" MIN. � � ' SPECIFIED, SAME---� __ ___ i�i�i� i �- i i �- ; ! �-
<br /> PANATTONI
<br /> \ SLOPE TO DRAIN VALVE. ��}��1�� I I I I I -I - CODES � CONDUITS 6" BEYOND OUTSIDE
<br /> I x � � � ` - I 1 I= I 'i 1= QP C FCO�UPLING VALVE AS GROUND PER DIMENSIONS OF PAVING. DEVELOPMENT
<br /> � X � THREADED NIPPLE -I � �
<br /> � � � � �`- � �` i i � �� AS REQUIRED �� TWO STAINLESS - SCH. 80 NIPPLE, LENGTH AS REQ. MANUF. '� COMPANY� LLC �
<br /> �` X � 5-0Z. LANDSCAPE FABRIC, ADAPTER �� � STEEL CLAMPS. IN�TRUCTIONS
<br /> PVC MAIN LIRtE----� ��� A � �, 6" DEEP LAYER OF 3/4" AND LOCAL CODE �� � NOTE: GROUNDING SHALL
<br /> � �" 12"MIN. 2" �/��� WRAP TO PREVENT DIRT � � � � - �-�. 900 SW 16TH STREET ' . '
<br /> FROM ENTERING VALVE BOX , r o� '' CRUSHED ROCK. � ACHIEVE A RESISTANCE QF 10 SUITE 300
<br /> OHMS OR LESS
<br /> �� / �1 �I ,I, ��I� � � '� �� z ° �� RENTON, WA 98057
<br /> /� '��'�'��� �� �r-�c� �� � / I �I ��', � ��� `�, 3"PVC SCHEDULE 80 � �ii��, ,�ii����
<br /> , �i � / _ ���, ��:�;� CONTACT: DONNIE BELK
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<br /> NIPPLE. i%. ��;..;
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<br /> � BRICK, 1 PER SIDE '� �s'���� i; � ) =
<br /> � ��� /� 2170746.10
<br /> � - DRAIN ROCK, 6" DEPTH MIN. 4" DEPTH PEA GRAtfE� ' ` TWO 6X2X/6 CONCRETE BLOCK CAP�HREE PVC SCH 80 �=' `
<br /> ELL .
<br /> ONE ON EACH SIDE OF BOX
<br /> S
<br /> 12" PVC SCHEDULE 80
<br /> NIPPLE. Issue Set & Date:
<br /> 1 DOUBLE CHECK ASSEMBLY INSTALLATION 2 BRASS BALL ISOLATION VALVE 3 QUICK COUPLER IN VALVE BOX 4 CONTROLLER WALL MOUNT
<br /> NTS P-2015-GLA-22 1"= 1'-0" P-2015-GLA-18 1 1/2"= 1'-0" NTS P-2015-GLA-25 P E RM IT S ET ; � .
<br /> ;- -
<br /> 10"DIAMETER VALVE BOX. 20"X14"JUMBO PLASTIC--- jr- CONTROLLER WIRE W/24" LENGTH OF WIRE, TOP OF MULCH
<br /> % ----- COIL 24"TO 30"OF DRIP TUBING IN THE VALVE BOX. � �" AND WATERPROOF CONNECTORS. 4/2612019
<br /> ' � BOX. � AIR RELIEF VALVE COMPRESSION TEE OR FITTINGS
<br /> / 3 PVC TRUE UNION BALL -, ! -- RCV AS SPECIFIED. AS SPECIFIED. SUB-SURFACE DRIPLINE
<br /> � i� YZ" DRIP TUBWG TO /4°FPT ADRPTER. VALVE. i
<br /> % � BASKET FILTER AS SPECIFIED. 1" FPTXMPT EL�. IN-LINE EMITTER ,
<br /> % � _ s 2"ABOVE GRADE AT , r--- PRESSURE REGULATOR AS 6" DRIP BOX. 3/4"X1"MPT ADAPTER.
<br /> ; /4" PVC BALL VALVE WITH SPECIFIED. �F W A S y�
<br /> � �� SHORT NIPPLE. i SHRUBS. % � ;`� %4"FPT X Y" DRIP TUBING '�� ��A N�F,S, �C
<br /> � � SET BOX FLUSH �z / � PVC UNION Wl SHORT ADAPTER. Q �� �, s�,��'
<br /> SET VALVE BOX 2"ABOVE � „ � � i _ , , � � �, o
<br /> � � Y2 DRIP TUBING. AT TURF. ' � � ! NIPPLES. � -
<br /> FINISHED GRADE OF SHRUB , � � ! ,' _ ' � � FINISHED DRIP TUBING COUPLING. � ���-' � �
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<br /> � -• SCH. 40 RISER. �� �\ 11 �,� �� NOTES: NOTiCE
<br /> Kmunai a�n�s ooaaoir sruu Nvun��nE
<br /> --- LATERL PIPE, 24"MIN. --� 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, �soau s�,,,a s�au,u�.�„a,a� �
<br /> -- 4"THICK LAYER OF WASHED ,� ,� '"5°°a�"T°°a"°T°�x°r��rxa��s�m .
<br /> � � ��� LENGTH TO FIRST FITTING. � 7� t �' �' � ��� � '�� ��- AND FIVE FEET IN CLAY. ��M R.��i�F��
<br /> ��� � � ' 3"THICK LAYER OF WASHED
<br /> GRAVEL THE BOX SHALL REST { ' � � ` � ` °"�Y r�'"E r�a�c�°E"�°"'r�n'�aoac
<br /> �- ``� � �> r; �, �� ' .���� (� ��� - GRAVEL. THE BOX SHALL REST 2� AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR �ra�s noi,o e�,�u�r�r,�r,r+aooa a�
<br /> - SxT TEE WJ NIPPLE AT � TWO 6X2X16 CONCRETE BLOCK CAPS, �p
<br /> UPON THE ROCK BED. DO NOT V �����'� � ` �'� `� UPON THE ROCK BED. DO NOT ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. ��+�TM�raaa�craa�arronrtxaRaEcr.
<br /> EXTEND GRAVEL INTO BOX. MAINLINE. ONE ON EACH SIDE OF THE BOX.
<br /> � EXTEND GRAVEL INTO BOX,
<br /> � - 2 CU. FT. WASHED DRAIN ROCK
<br /> 5 DRIP FLUSH VALVE 6 1 " DRIP VALVE W/ FILTER 7 DRIP AIR RELIEF VALVE IN BOX 8 DRIPLINE BURIAL
<br /> 1 1/2"= 12" P-2015-GLA-27 1 1/2"= 1'-0" P-2015-GLA-28 3" = 1'-0" P-2015-GLA-31 3/4"= 1'-0" P-2015-GLA-33
<br /> /4\
<br /> - --
<br /> MAINLINE ------__-- -----
<br /> ;% ----- 10x16 VALVE BOX W/ EXTENSION(S) � TYPICAL FPT ADAPTER AND -, --- - SLOPED CONDITION NOTE:
<br /> DRIP VALVE/FILTER/ COMPRESSION COUPLER. " � I 1. INSTALL AIR RELIEF VALVE AT �
<br /> � REGU�ATOR. -� � � ( HIGHEST POINT MAXIMUM LATERAL LENGTH (FEET) : �
<br /> �\., 3/4"PVC LATERAL - / �
<br /> SET FLUSH WITH FINISHED GRADE IN TYPICAL OFFSET � PIPE. � � �' � � I EMITTER FLOW RATE GPH
<br /> � / � TURF AREAS, 1"ABOVE FINISH GRADE IN � � 2. SPACING AS NOTED ON TOP z/
<br /> 2" FROM OF SLOPE 12"SPACING 18"SPACING 24"SPACING
<br /> � ' SHRUBS AREAS
<br /> SH GRADE I HARDSCAPE, 4" � � PSI 0.6 0.9 0.6 0.9 0.6 0.9
<br /> ;r ; > FROM PLANTED � _
<br /> /
<br /> TE�FLON TAPE ON ������� � � � �� � AREA. � � PVC HEADER. -- � ( 3. SPACING AT BOTTOM y AS 10 '125 96 175 135 218 971
<br /> ,� . i
<br /> ------------ 10"DIA.VALVE BOX W/ _._ _ ___ _______ - �_ , - � 20 249 191 350 171 442 340 2 CHANGES FOR TENANT 4/26/2019
<br /> ;����i��i � � � - - ' "- -TRUE UNION PVC BALL I , � ( NOTED PLUS 25%
<br /> ALL THREADED �%��� LOCKING UD ���� i i ��-� _ _� 30 307 236 434 333 550 422
<br /> FITTINGS. -k� � i i i-� VALVE, SAME SIZE AS - TYPICAL - I � i 4.WHEN ELEVATION CHANGE IS 40 350 268 495 380 627 171
<br /> ----- -^------- _ _ k'-,� -i; MAINLINE COMPRESSION � 10 FT OR MORE,ZONE BOTTOM 50 125 96 175 135 218 171 � RETAINING WALL DESIGN - 1/14/2019
<br /> EXTENSIONS (AS REQ'D) ,; � ; I I I � FITTING. � � 60 125 96 175 135 218 171
<br /> %, � � !�i ,�
<br /> \ _ } ;�-- SCHEDULE 80 NIPPLES `,- � % I Ys SEPARATELY Revisions=
<br /> I � I DRIPLINE SPACING ' I � � I
<br /> � 24"O.C.
<br /> �,;'� ,-- SCH 4o PVC MAIN �INE � , ; ADAPTER � � GRID PRECIPITATION RATES (IN/HR) MAXIMUM FLOW PER ZONE �
<br /> ' �'� , � �; MAINLINE � � ( �- ---� AIR RELIEF VALVE AT- � � � EMITTER FLOW RATE MAX GPM PSI LOSS Sheet Title= � �
<br /> MANUAL DRAIN i`� SCH 80 PVC ELL OR � I , }� � HIGH POINT, IF � � I EMITTER LATERAL � �
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<br /> '� _ ,� � �� '� � � -� '� � � � ��� � IRRIGATION
<br /> VALVE PER PLAN W/ '� TEE WI REDUCER - i-- � INDICATED.
<br /> LONG KEY FOR - � - �- � �; � � �= � SPACING SPACING 0.6 0.9 SCHEDULE 40 PVC HEADER SIZE �
<br /> OPERATION -- _- Il � � i ,i I -- TYPICAL DRIP LINE ---- I I 1/2" 4.7 GPM 7.7 PSI
<br /> - _ _ _ (4)SCH 80 314" PVC ELLS , , . , ,. , , --- --- ; . ; , ,; � � � , � WITH EMITTER � , � � 12 12 0.96 1.44 3/4" 8.3 GPM 5.6 PSI D ETAI LS
<br /> �.-�- •- ,,�, W/PVC NIPPLES IN , � � ' � SPACWG AS NOTED. I I 18 18 0.69 1.03 1" 13.5 GPM 42 PSI
<br /> � ° BETWEEN � 0 �j � �� � ` TIE DOWN STAKE AT 24 24 0.28 0.41 1-1/2" 33.9 GPM 2.9 PSI
<br /> � OUTFALL �• ��` � �' ° --�_ --�,;u � O Q � �,, � �1 �-��- (2) 2X8X16 SUPPORT BLOCKS � I ( � ALL TEES, ELLS,AND � � � 2" 52.4 GPM 1.9 PSI
<br /> PIPE TO , j � ��� --�-- 314"SCH 80 PVC STREET �`�' <-�� ' � �-� ��� '`� � � I I I I AT 4`O.C. AT CLAY, 3' I � �� � I �'
<br /> DRAINAGE ; ELL W/6"�EN�TH oF PVC � LATERAL FLOW PER 100 FT (GPM)
<br /> STRUCTURE -- � PIPE W!HOLES DRILLED � � � � O.C.AT LOAM, OR 2' � � � EMITTER 12" 18" 2q�� POLY PIPE HEADER SIZE Desiqned bv= Drawn bv: Checked bv:
<br /> i -1...� ', � � ( � O.C.AT SAND. I � � 1/2" 4.7 GPM 8.8 PSI AG AG KKC
<br /> ; " � FOR DRAIN LINE �--- 2 CU. FT WASHED DRAIN ROCK n� ..._ � FLOW SPACING SPACING SPACING 3/4" 8.3 GPM 6.3 PSI
<br /> @t���T VALVE BO ' �
<br /> ,__,_,, I ( �J -_ FLUSH VALVE OR ---- ..__ �
<br /> -- 1/2 CU YD OF PEA GRAVEL ---" 1" 13.5 GPM 4.8 PSI
<br /> WITH (4)BRICKS-TY�- USE TEFLON TAPE ON ALL THREADED CONNECTIONS. SEE SPECIFICATIONS CAP AT LOW END,AS 0.6 GPH 1.0 GPM 0.67 GPM 0.50 GPM 1-1/2" 31.8 GPM 2.9 PSI
<br /> � � ��� w. � " � ,
<br /> ` � FOR ADDITIONAL INFORMATION. END FEED EXAMPLE NOTE�. CENTER FEED EXAMPLE 0.9 GPH 1.5 GPM 1.0 GPM 0.75 GPM 2�� 52.4 GPM 2.2 Ps� Sheet No.
<br /> � 9 � MANUAL DRAIN VALVE BALL VALVE TYPICAL DRIPLINE LAYOUT REQUIREMENTS
<br /> � �� 9 10 11
<br /> 1"= 1'-0" P-2015-GLA-05 NTS P-2015-GLA-12 3"= 1'-0" P-2015-GLA-29 �
<br /> Know what's belOW.
<br /> Call before you dig. �� of �o Sneets
<br /> #,, ,
<br /> DATE: May 1, 2019 FILENAME: Q:\2017\2170746\40_�AN\CAD\2170746-SH-IRRIGATION.dwg �:.�u ;s--, � . �- '- ' `
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