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<br /> GALV. SCH. 40 FROM METER OR P.O.C. THERMOPLASTIC VALVE BOX WITH LOCKING COVER. VALVE BOX W/ EXTENSIONS,
<br /> SIZE TO FIT BACKFLOW ASSEMBLY AS SHOWN. SET 2"ABOVE GRADE IN GENERAL IRRIGATION NOTES architects _
<br /> 100-MESH STRAINER SHRUBS, FLUSH IN TURF. REMOTE CONTROL VALVE
<br /> DOUBLE CHECK VALVE ASSEMBLY, SIZE WATERPROOF WIRE TRUE UNION PVC BALL
<br /> AND MODEL AS NOTED ON PLANS. CONNECTORS ON 36" VALVE WITH SCH. 80 1928 43rd Ave E., Ste A
<br /> LOOPED WIRES. 1. NO SUBSTITUTIONS OF EQUIPMENT OR DESIGN CHANGES SHALL BE PERMITTED UNLESS S e a t t l e , W A 98112
<br /> NIPPLES 2 0 6 4 5 3 . 4 0 5 3
<br /> (2) SCH. 80 PVC UNIONSAPPROVED BY THE LANDSCAPE ARCHITECT (LA). ( )
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<br /> 0 2. INSTALL ALL EQUIPMENT PER CITY OF EVERETT PLUMBING CODES, AND APPLICABLE STATE
<br /> / FINISH GRADE 0 AND FEDERAL CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS,
<br /> O TESTS, AND INSPECTIONS REQUIRED FOR THE IRRIGATION SYSTEM.
<br /> r ►�� III III III S' SCH 80 UNION 1-1
<br /> I- I -I I LATERAL, 24" :rail) .r'., 3. VERIFY EXISTING IRRIGATION SYSTEM PRIOR TO BIDDING. ALL IRRIGATION OUTSIDE WORK
<br /> I, I I I I1 1-1 TO IRRIGATION MAINLINE. ►u ;_ __� i
<br /> I I I I m MIN. TO FIRST _ lit \\\<
<br /> AREA TO BE PRESERVED AND RECONNECTED TO NEW IRRIGATION SYSTEM.
<br /> SLOPE TO DRAIN VALVE. FITTING /'A 4. THIS DESIGN IS BASED ON WATER PRESSURE AVAILABILITY OF 50 PS AT SILVER CREST AND
<br /> o • ■im I __ _ 80 PSI FOR SILVER LAKE. CONTRACTOR TO VERIFY AVAILABLE PRESSURE AND NOTIFY
<br /> lif 4 I X 5-OZ. LANDSCAPE FABRIC, "l _ ARCHITECT IF PRESSURE IS BELOW THE SPECIFIED NUMBERS
<br /> / \ WRAP TO PREVENT DIRT r X �-x r(
<br /> FROM ENTERING VALVE BOX /�� 5. COORDINATE DEMO WORK WITH GC. CAP AND PRESERVE MAIN LINE AND IRRIGATION
<br /> ��' ��'� '�� '•� CONTROLLER WIRE BEFORE DEMO WORK COMMENCES.
<br /> j -4,0 aria* , '•1_ �, 6X2X16 CONC. BLOCK, ONE PER
<br /> b�`+ � ..',,` .r�.>•,�,�•..�,y �� .�•��<-a..�,a.,�..:, CORNER (4 TOTAL) I--
<br /> ,tt ••�-i. �•.� 01.0.�l►, ATOM 6. COORDINATE INSTALLATION AND ROUTING OF IRRIGATION EQUIPMENT AND PIPE WITH
<br /> 1*faapi "' -` '�� 4�`21011'�e FILTER FABRIC, WRAP UP ALL d PLUMBING AND ELECTRICAL CONTRACTORS. CO-LOCATE IRRIGATION PIPE WITH OTHER
<br /> -'- '' BRICK, 1 PER SIDE SIDES ABOVE OPENINGS \ BUILDING PLUMBING AND CONDUITS.
<br /> DRAIN ROCK, 6" DEPTH MIN. WASHED DRAIN ROCK SUMP, 2 MAINLINE 7. ADJUST RADIUS AND ARC ON SPRINKLER HEADS TO MINIMIZE OVERSPRAY ON BALLAST AND
<br /> CUBIC FEET MIN. SCH. 40 RISER WALLS. ANY IN-HEAD ADJUSTMENTS SHALL NOT EXCEED 20% OF DESIGN OR
<br /> ill DOUBLE CHECK ASSEMBLY INSTALLATION REMOTE CONTROL VALVES MANUFACTURER'S ADJUSTMENT RECOMMENDATIONS.
<br /> 8. SPLICE CONTROL WIRES USING 3M-DBY, OR APPROVED SPLICE KITS, AND PROVIDE A 24" 4
<br /> NTS P-2018-BET 09 NTS P-2018-BF7-78 EXPANSION LOOP FOR ALL CONTROL WIRES. MAKE SURE ALL VALVES ARE WIRED TO
<br /> CONTROLLER; NEW AND EXISTING VALVES skilled nursing
<br /> 10" DIA.VALVE BOX W/ 10" DIAMETER VALVE BOX. 9. INSTALLER TO ADJUST ALL ZONE CONTROL VALVES TO THE CORRECT OPERATING additions
<br /> LOCKING LID, HEAD BRAND"QVC"ON LID vi PRESSURE. SEE VALVE SCHEDULE FOR OPERATING PSI.
<br /> EXTENSIONS (AS REQ'D) WITH 2" HIGH CHARACTERS. w
<br /> o, Q �11 Q FINISH GRADE' [
<br /> Q CV) ¢ vi 10. INSTALLER SHALL BE RESPONSIBLE FOR KEEPING EXACT ACCURATE NOTES AND "AS-BUILTS"
<br /> ,� �� .� �� �\�\ \ � \ �. FOR THE CREATION OF THE "RECORD DRAWINGS" OF THE INSTALLED SYSTEM.
<br /> /1��I►i1,' //��I►�1� � �ii�i�ii< \i\�i\�i� 2235 Lake Heights Drive
<br /> I�,,�1 ' ��,��), .\\i�� \ � /�/ MANUAL DRAIN BALL ¢
<br /> �tt'I1��` O% ,NO
<br /> fiyf.% . ,\\,,, VALVE W/LONG KEY FOR z C° 11. CONTRACTOR SHALL WARRANTY THE IRRIGATION SYSTEM IN EVERY DETAIL FOR A ONE
<br /> 004 ' / / /W ��, z OPERATION _ 12"MAX = = YEAR PERIOD FOLLOWING THE DATE OF ACCEPTANCE. CONTRACTOR SHALL PROVIDE Everett, WA 98208
<br /> \/\/\ Il %\/\ ` >- 6"MIN. z CO SPRING START-UP AND WINTERIZATION FOR THE FIRST YEAR.
<br /> \��\� / \�/// � N SCH 40 PVC MAIN LINE 2 -i z
<br /> O %% , r 2 r FINISHED GRADE. u- N
<br /> FINISH GRADE/TOP OF MULCH %// SCH 80 PVC ELL OR a d. •
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<br /> © TEE W/REDUCER a-I I=I - I h I I _I I _I I_I I
<br /> O POP-UP SPRAY SPRINKLER: ' . I I= II- I I-I ` ' 1 =I I !=III=I I I1-
<br /> O PVC LATERAL PIPE • III��IIIIIIII IIIIIII IIII�iI�I ICI
<br /> i SWING ASSEMBLY I - II-III �y�a e QUICK COUPLING VALVE AS CRITICAL ANALYSIS
<br /> I ,1 1 li
<br /> mu SPECIFIED.
<br /> 0 PVC SCH 40 TEE OR ELL ice/ I SCH 80 3/4" PVC ELLS W/-�e�//---�>Y, " '�"�' *-�- 'tPVC NIPPLES IN BETWEEN TWO STAINLESS / SCH. 80 NIPPLE, LENGTH AS REQ. Generated: 2018-12-20 08:49
<br /> Q ���j � ���*' STEEL CLAMPS. -
<br /> �� P.O.C. NUMBER: 01
<br /> •
<br /> �`� '. 6"DEEP LAYER OF3/4"
<br /> 3/4" SCH 80 PVC STREET S�O 8 cD4 CRUSHED ROCK. Water Source Information: SILVER CREST
<br /> ELL W/6" LENGTH OF PVC • o O0 fl�ueMIR
<br /> ..... othan
<br /> PIPE W/HOLES DRILLED �� � ��,�. 3" PVC SCHEDULE 80 FLOW AVAILABLE
<br /> ' lC`` FOR DRAIN LINE •,..�� •,,*!
<br /> • .:.!p„!;,, : NIPPLE. Water Meter Size: 2'
<br /> 1/2"X 36 GALV I of �� � � � '
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<br /> SUPPORT VALVE BOX 1/2 CU YD OF PEA GRAVEL Flow Available: 120.00 gpm
<br /> 0 5 WITH (4) BRICKS-TYP. STEEL PIPE. �/ t
<br /> NO DATE REVISION
<br /> O PRESSURE AVAILABLE
<br /> NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS. THREE PVC SCH 80 '� Static Pressure at POC: 50.00 psi 10 1/28/2019 DOH CRS Response#1
<br /> ELLS. I 12" PVC SCHEDULE 80 Elevation Change: 5.00 ft CITY OF EVERETT
<br /> NIPPLE. Service Line Size: 30" * 4/29/2019 RESPONSE#1 (PW)
<br /> 0 POP-UP SPRINKLER MANUAL DRAIN VALVE WITH SUMP 410 QUICK COUPLER IN VALVE BOX Length of Service Line: 20.00 ft CITY OF EVERETT
<br /> Pressure Available: 48.00 psi
<br /> 5/31/2019 RESPONSE#2 (PW)
<br /> 1„ = 1" 1"= 1'-0" P-20-18-BET-80 1 1/2"= 1-0"
<br /> DESIGN ANALYSIS
<br /> Maximum Station Flow: 51.21 gpm
<br /> Flow Available at POC: 120.00 gpm
<br /> FINISHED GRADE FINISHED SURFACE Residual Flow Available: 68.79 gpm
<br /> PLANTING CONDITION PAVING CONDITION Z7-
<br /> I I I-1 I PAVING SECTION PER Critical Station: 2
<br /> II I I II I I II CIVIL PLANS Design Pressure: 30.00 psi
<br /> NOTES: VALVE BOX LID, HEAD SET BOX 2"ABOVE Friction Loss: 3.18 psi
<br /> DIMENSIONS ARE MINIMUM BRAND "J BOX"ON LID GRADE AT SHRUBS. Fittings Loss: 0.32 psi
<br /> UI I-- •COMPACTED BACKFILL =- • CLEARANCES. WITH 2"HIGH LETTERS Elevation Loss: 0.00 psi
<br /> 0 I I I I -I I-III-III-III J BOX Loss through Valve: 3.69 psi
<br /> I I- I AT 85% DENSITY III-I I-III=I 2 SET BOX FLUSH TO Pressure Req. at Critical Station: 36.88 psi PROJECT MANAGER
<br /> J SOIL BACKFILL) - _ - D • ALL SLEEVING TRENCH GRADE AT LAWN.
<br /> ( 10X15 STANDARD BOX PROJECT ARCHITECT
<br /> ¢ - � � I- Loss for Fittings: 0.32 psi CT
<br /> 0 I _ - I - - Z BACKFILL MATERIAL SHALL BE Loss for Main Line: 3.19 psi
<br /> AT 95% DENSITY - - CLASS "B" OR BETTER (MAX. OF
<br /> > > 10% PASSING N0.40 SCREEN) , _ _„ _ , _„ 1���� Loss for POC to Valve Elevation: 0.00 psi
<br /> I I- I I 1 I 11} (STRUCTURAL) I I 11 -I -' _ _ Loss for Backflow: 5.02 psi PROJECT TEAM MEMBERS
<br /> v N AND BE COMPACTED TO MIN. -III=I I I-I I(-III= ��-
<br /> N I-�- I- - I- I-III-I I=) I-I * = � SPARE WIRES THAT ARE Loss for Water Meter: 2.00psi
<br /> LATERAL LINE(S) 95% OPTIMUM DENSITY I I=1 I i-I I-1I I= �' is tom- MS, BV
<br /> I I I I I-I (MODIFIED PROCTOR). ' -III=III= 1► TO TERMINATE AT THIS Critical Station Pressure at POC: 47.41 psi CHECK
<br /> 6" OFFSET - = I = I I I -1 I -I I i i=iiii .-- _ E.--
<br /> -1 BOX: COIL 30" LENGTH Pressure Available: 48.00 psi cs
<br /> j I- - I I- I (= SLEEVE(S), 2-TIMES I=I I I / ' AND I.D. TAG. Residual Pressure Available: 0.59 psi
<br /> 117/I i I I I LINE SIZE MIN. II I I-III=I I • WIR DO ES IN ST LEEE OVESR UNDLE LOOP, BUNDLE,AND /
<br /> III I I III I I h III• J I.L-1 I (- LABEL SPARE WIRES c �� X
<br /> MAIN LINES THAT ARE TO �; �. WIRES TO
<br /> Q • • . • CONTINUE,AS OCCURS « « « « « « . . CONTROLLER P.O.C. NUMBER: 02 ARCHITECT SEAL
<br /> �o • w VALVE WIRING O� a'._i_� _ iiii__ _ Water Source Information: SILVER LAKE �F W A sy/�
<br /> w w O a 1/2"WIRE CLOTH GOPHER
<br /> m f- z PROTECTION SCREEN, FLOW AVAILABLE . P\G R Sf�/AT 7
<br /> `\ • •:• •
<br /> PIPE BED MATERIAL TO M
<br /> d- cn WRAP 6" UP SIDES , �' O r
<br /> Water Meter Size. 2" �� I. �a ,
<br /> BE CLEAN AND FREE OF �s7
<br /> MAINLINE AS OCCURS. Flow Available: 120.00 gpm
<br /> ROCK LARGER THAN TWO 6X2X16 CONCRETE BLOCK
<br /> 4 MIN. / /-4 MIN.
<br /> 1/2-INCH II . CPAS, ONE ON EACH SIDE OF PEA GRAVEL-4"DEPTH PRESSURE AVAILABLE ii010 "; il 'fri ;''BC--;
<br /> BOX Static Pressure at POC: 80.00 psi 4" MIN. 4" MIN. Elevation Change: 5.00 ft ry p "' I c G
<br /> TRENCHING & SLEEVING WIRE BUNDLE JUNCTION BOX Service Line Size: 30" 2O i ` p5\`� ,`�
<br /> 6 Length of Service Line' 20.00 ft SC EXP 03� �\
<br /> NTS P-2018-F E r-13 3/4"= 1'-0" P-2018-BET-12 Pressure Available: 78.00 psi P A RG
<br /> / DESIGN ANALYSIS 05.31 .2019
<br /> VALVE SCHEDULE Maximum Station Flow: 51.34 gpm
<br /> Flow Available at POC: 120.00 gpm_
<br /> NUMBER MODEL SIZE TYPE GPM PSI PRECIP Residual Flow Available: 68.66 gpm TITLE
<br /> 1 RAIN BIRD PEB - NEW 1-1/2" SHRUB SPRAY 22.18 37.17 1.83 in/h IRRIGATION ,
<br /> 2 RAIN BIRD PEB - NEW 1" TURF SPRAY 18.28 36.88 1.31 in/h Critical Station: 8 Civil Engineers ;,_- £./$f =4
<br /> DETAILS
<br /> i-;-, ,,,et sir.
<br /> 3 RAIN BIRD PEB - NEW 1-1/2" SHRUB SPRAY 51.21 37.19 1.46 in/h Design Pressure: 30.00 psi Structural Engineers ��„ ��� 1��-
<br /> Friction Loss: 3.78 ,}-_:,, x _:.
<br /> 4 RAIN BIRD PEB - NEW 1-1/2" TURF SPRAY 45.94 39.42 1.46 in/h psiLandscape Architects kf f ;===`y« d '` '
<br /> 5 RAIN BIRD PEB- NEW 1" SHRUB SPRAY 13.71 38.01 1.39 in/h Fittings Loss: 0.38 psi Community Planners av,- t s-/ `="$=- '
<br /> ''-=}cam „.PAT T-
<br /> 6 RAIN BIRD PEB- NEW 1-1/2" SHRUB SPRAY 51.34 36.81 1.91 in/h Elevation Loss: 0.00 psi Natural Resource Ecologists441.41
<br /> .v " " v
<br /> Loss through Valve: 3.59psi rv5; r }a='' z fY�A
<br /> 7 RAIN BIRD PEB- NEW 1-1/2" TURF SPRAY 31.31 35.13 1.68 in/h g r - f ; !;� w ,,a-s-4 PROJECT NO.
<br /> Land Surveyors ;srg�;,,rY��4 R�°`�: ��
<br /> 8 RAIN BIRD PEB - NEW 1-1/2" SHRUB SPRAY 46.01 38.42 1.44 in/h Pressure Req. at Critical Station: 37.15 psi
<br /> ;;
<br /> Loss for Fittin s: 2.08 Neighbors - -, , ,, 18.03-01
<br /> 9 RAIN BIRD PEB - NEW 1 SHRUB SPRAY 11.63 32.77 1.86 in/h g psi DATE
<br /> 10 RAIN BIRD PEB - NEW 1-1/2" TURF SPRAY 48.68 37.74 1.62 in/h Loss for Main Line: 20.80 psi
<br /> 5/06/2019
<br /> ���-: Unknown RAIN BIRD PEB - EXISTING TO REMAIN 1-1/2" 0.00 3.90 Unknown Loss for POC to Valve Elevation: 0.00 psi '
<br /> _`� '" J - - I ,,;�' PROJECT NETWORK PATH
<br /> Unknown RAIN BIRD PEB - EXISTING TO REMAIN 1-1/2" 0.00 3.90 Unknown Loss for Backflow: I I.00 psi '
<br /> Unknown RAIN BIRD PEB - EXISTING TO REMAIN 1 1/2" 0.00 3.90 Unknown Loss for Water Meter: 1.67 psi
<br /> Unknown RAIN BIRD PEB- EXISTING TO REMAIN 1-1/2" 0.00 3.90 Unknown Critical Station Pressure at POC: 72.70 psi
<br /> h ® _ "J o Unknown RAIN BIRD PEB- EXISTING TO REMAIN 1-1/2" 0.00 3.90 Unknown Ck
<br /> Pressure Available: 78.00 psi T A C O M A • i E A T T L E
<br /> ‘10,:lr,
<br /> Unknown RAIN BIRD PEB- EXISTING TO REMAIN 1-1/2" 0.00 3.90 Unknown Residual Pressure Available: 5.30 psi S P O K A N E • T R I - CITIES SHEET NUMBER
<br /> w� Unknown RAIN BIRD PEB- EXISTING TO REMAIN 1-1/2" 0.00 3.90 Unknown 2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br /> Unknown RAIN BIRD PEB - EXISTING TO REMAIN 1-1/2" 0.00 3.90 Unknown 253.383.2422 TEL 253.383.2572 FAX www.ahbl.corn WEB
<br /> Know what's below. ® `_
<br /> Call before you dig. NOT FOR CONSTRUCTION PERMIT SET
<br /> DATE: June 3, 2019 FILENAME: Q:\2018\2180406\40_LAN\CAD\2180406-SH-IRRIGATION.dwg COPYRIGHT© 2018 shoesmith cox architects
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