3315 BROADWAY HOPEWORKS STATION 2 2026-01-02

2 3 4 5 16 IRRIGATION NOTES: 1. ALL PROPOSED IRRIGATION AREAS WILL BE WATERED WITH A COMPLETE IN-GROUND AUTOMATIC IRRIGATION SYSTEM AS SHOWN. 2. THE CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION.REPORT INSUFFICIENT MEASURED WATER PRESSURE TO THE ARCHITECT. 3. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS , OBVIOUS IN THE FIELD THAT OBSTRUCTIONS,GRADE DIFFERENCES,OR DIFFERENCES THE AREA YKEMAN DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN.SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER.IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED,THE IRRIGATION CONTRACTOR SHALL ASSUME FULL ARCHITECTURE + DESIGN RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 4. WHERE THE FIELD CONDITIONS REQUIRE ADJUSTMENTS,IRRIGATION SHALL BE ADDED OR DELETED IN ACCORDANCE WITH THE IRRIGATION LEGEND OR MANUFACTURER'S SPECIFICATIONS.PIPE SIZING SHALL BE ADJUSTED ACCORDINGLY,AND WATER VELOCITY SHALL NOT EXCEED 5 FEET PER SECOND. 5. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL LINES FOR OPTIMUM PERFORMANCE. 6. INSTALL BACKFLOW PREVENTION DEVICE AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT REQUIREMENTS. E 7. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES,CHASES AND PENETRATIONS UNDER PAVING, E THROUGH WALLS,ETC.,UNLESS OTHERWISE NOTED PRIOR TO PAVING AND FORMING. 8. THE IRRIGATION SYSTEM IS DESIGNED TO BE WINTERIZED THROUGH THE DRAIN VALVE AT THE POINTCONSULTANT: OF CONNECTION.COMPRESSED AIR CAN ALSO BE USED THROUGH THE QUICK COUPLER VALVE AT THE POINT OF CONNECTION TO BLOW-OUT THE SPRINKLER ZONE. ROADWAY 9. FOR DRIPLINE ZONES,USE 314-INCH PVC PIPE IN SLEEVES TO CONNECT PLANTING AREAS. CURB ROADWAY 10, COORDINATE ALL BUILDING PENETRATIONS WITH ARCHITECTURAL PLANS AND WATERPROOFING Z SECTION CONCRETE VALVE BOX WITH ¢ FINISH GRADE REQUIREMENTS. GGLO METAL LID 5 W U PLANTING STRIP m LL SIDEWALK1301 First Avenue,i t — III—I III LINE SIZE ISOLATION VALVE z III Seattle,WA 98101 Suite 301 mW � III IIII—III ROADWAY SLEEVE,SEE D2/L-541 w w - DETECT-A-TAPE SHALL BE 6" _ r BELOW TOP OF TRENCH GRADE http:/Avww.gglo.com o - - - IRRIGATION MAINLINE ALL BACKFILL SHALL BE MINERAL PLAN y o w _ DUCTILE IRON SLEEVE WITH MAIN ' ROADWAY OR LATERAL LINES&CONTROL o¢ WIRES IN CONDUIT&IN SLEEVE IIII—III IRRIGATION SLEEVE a O CURB •" PLANTING STRIP z NOTES: SLEEVE ID SIZE SHALL BE AT CONCRETEVALVE ____ __ LEAST2TIMES GREATER THAN III— BOX WITH METAL LID o - — OD SIZEOFTHEPIPES. ? SIDEWALK D DUCTILE IRON SLEEVING UNDER DUCTILE IRON ROADWAY D IRIGATION SLEEVE@)�AD�WAYg 2,._ .-0. HOPEWORKS PHASE 2 10"VALVE BOX WITH LOCKING NOTES: LOOPED AND ZIP TIED 14 GA. FOR QUICK COUPLING VALVE LID 1. ASSEMBLY SIZE DETERMINED COMMON(WHITE),LEAD(BLACK) GRATED CAP CENTERED WITHIN BOX AND FINISH GRADE TO BE I", BY VALVE INLET SIZE. AND SPARE WIRES(ORANGE) FINISH GRADE Hopeworks & PLUMBED VERTICALLY OR SPECIFIED DEPTH OF 2. ALLTHREADED FITTINGSTO PLACE ALL SPLICES IN DBY SPLICE n PAVEMENT OR CURB - MULCH PLUS 1",BELOW RECEIVE TEFLON TAPE(3 KIT-PROVIDE A MIN.48"OF SLACK FINISH GRADE 3"MIN TOP OF SPRINKLER FLUSH WITH TOP OF VALVE BOX WRAPS MIN.). COILED WITHIN BOX III III— MULCH _ I I 3. ALL VALVES TO RECEIVE FLUSH WITH FINISH GRADE Housing Hope FINISH GRADE ` _ g MAX --\ CHRISTY'S 21/4"X23/4" -III III AT COMPACT NATIVE SOIL VALVE BOX WITH LOCKABLE LID III — - CAST IRON ROADWAY ELLS I.D.TAGS WITH BLACK 0.25 or 0.50 GPM BUBBLER BOX(W/WATER POP-UP SPRINKLER III . 0 14 GA.INSULATED LOCATOR LETTERS(BOTH SIDES)WITH COMPRESSION FITTING _ CONTROLLER STATION REMOTE CONTROL VALVE -III III — O PRINTED - - BARBED MARLFx INSERT ELL& 1"BRASS NIPPLE, WIRE(BLUE)FROM QUICK NUMBER,OR APPROVED WITH 18"COIL OF WIRE AND BRASS PIPE ON TOP,TYP) 3315 Broadway ° III STREET ELL LENGTH AS Q COUPLER LINE OR MAINLINE EQUAL. MALE REDUCER CHECK VALVE ADJUSTABLE EXTENSION —III— - EQUIRED WITH TERMINAL END IN DBY III III III— z O III _ POLY SWING PIPE,MAXMAX18" Q 4"-6"DEPTH DEPTH3l8"GRAVEL FINISH GRADE -III ROOT BAFFLE ASSEMBLY _ (AS REQUIRED TYP) Everett, WA -III III— —III— LENGTH BACKFILL OVER GEOTEXTILE — LINE SIZE GATE VALVE WI —III—III— III FABRIC FOR DRAINS ISOLATION VALVE WITH COPPER MECH.FLANGE FITTINGS O MALE REDUCER III III III— SWING JOINT SWEAT TO BARBED MARLFX INSERT ELL (2)PAVING BRICKS — -III THREADED �I - (2"&LARGER SIZE SHALL CONFORMED SET III—III—III _— STREET ELL Q III III SCH.80 NIPPLE ADAPTER HAVE A SQUARE TOP —III—III— —III- SCH.80PVC B0000 III— ACTUATOR TYP) 05/14/2018 1'BRASS TxT 90 3'STEEL FARM FENCE POST III LATERAL TEE OR ELL III—III—III— III 0 WITH 3 FA SS CLAMPS,PLUMBED -i — DRAIN ROCK MIN.3"DEEP OVER -III o000�9�� III COPPER PIPE BRASS MAINLINE TO SCH.40 TEE VERTICALLY GEOTEXTILE FABRIC o0008� FROM METER DVCA/PRV 0 900�080p, ASSFMRIY 1"x3"BRASS NIPPLE — SCH.80 NIPPLE 45*A BRASS NIPPLE AT R ..... f l oo LATERAL PIPE _ 1�� 45°ANGLE IN RELATION SCH 40 PVC QUICK COUPLER LINE This Brewing is: C —III—III—III—III—III—III- TO QUICK COUPLER LINE OR MAINLINE WITH SxS 90 OR = BRICK OR CONC.BLOCK ROOT INTRUSION BARRIER 1.Copyright 2017 Dykeman,Inc. C LATERAL LINE SR TEE SCH.40 MAINLINE T OF 1-1/2' 2.The Architect's Instrument of Professional Service. WASHED ROCK\ / 3.For use on this project only.Obtain Architect's 1"BRASS TaT 90 SCH.40 TEE OR ELL.,TYP. NOTE:INSTALL FILTER OVER — — — — — — — — — written permission for any other use or reproduction. O 1"x3"BRASS NIPPLE III=III=III=III=III= —III= 8�®9vee FABRIC SLEEVE GEOTEXTILE SCH.40 ELL. FABRIC SCH 80 PVC SxT BUSHING PROJECT 2016033.00 POP-UP SPRINKLER QUICK COUPLER CONTROL VALVE ROOT WATERING SYSTEM CU VALVE IN PAVING MARK DATE DESCRIPTION C5 NTs RB 02/08/2018 Bid Set ADD 1 02/22/2018 Addendum#1 ADD 2 03/01/2018 Addendum#2 �z Uy B B 0 z • x o PRINCIPAL IN CHARGE:I M.SINDELL l SCH 40 PVC PIPE FROM FIRST FITTING TO CONTROL VALVES PROJECT MANAGER: I P.BENENATI PROJECT ARCHITECT: P.BENENATI CA SCH 80 PVC PIPE FROM FLOW SENSOR TO FIRST FITTING JOB CAPTAIN: I D.JEON FS FLOW SENSOR SCH 80 PVC PIPE FROM FIRST FRTING TO FLOW SENSOR CONCRETE VAULT WITH ADJUSTABLE PRESSURE REDUCING VALVE LOCKING METAL LID WITH UNIONS BRASS PIPE FROM DCVA TO FIRST FITTING DOUBLE CHECK BACKFLOW MASTER VALVE PREVENTER WITH BUILT IN UNIONS FINISH GRADE TO BE 1",OR SPECIFIED DEPTH QC QUICK COUPLING VALVE OF MULCH PLUS 1",BELOW TOP OF VAULT QUICK COUPLING VALVE w AND BOX " MV MASTER VALVE 1"BRASS CLOSE NIPPLE z CURBVALVE,SEE o C5/L-541 - _— �o PR PRESSURE REDUCING VALVE 2"zV BRASS BUSHING c>w 2" TxT"Z'BRASS TEE c CONCRETE VAULT OBRASS TxlT BRASS NIPPLE z w QCVA DOUBLE CHECK BACKFLOW PREVENTER O 90 ® (BOTH SIDES) xy 2"BRASS 90(BOTH SIDES)N o 2" GROUT OPENINGS,TYP. DRAWING TITLE: BRASS - 2"BRASS CLOSE NIPPLES PIPE __ _ _ LOOPED AND ZIP TIED 14 GA. INSULATED COMMON AND IRRIGATION A LEAD WIRES-PLACE ALL SPLICES IN A _ —III IIII III DBY SPLICE KIT-PROVIDE AMIN. DETAILS 6"DEPTH 518"CRUSHED AGGREGATE —III=III— III III III III III—III III— 48"OF COILED SLACK WITHIN VAULT COMPACTED TO 95%DENSITY OVER 1 CUBIC FOOT DRY SUMP LINED WITH FILTER FABRIC GEOTEXTILE FABRIC 40 MIL.PVC AND FILLED WITH 3/8"GRAVEL BACKFILL FOR DRAINS COMPACT NATIVE SOIL TAPE AT GROUTED AT BOTH ENDS OF VAULT UNDER WEEP HOLES,OR WATER SERVICE MAINLINE OPENINGS,TYP. PLUMB TO NEAREST DRAIN DRAWING Al DCVA/ PR/ MASTER VALVE ASSEMBLY IRRIGATION P.O.C. W/ MASTER VALVE IN VAULT DIAGRAM A5 11-111.1 1 2 3 4 5 6