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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 I RRIGATION NOTES a r \j I l `j C t� S �
<br /> 100-MESH STRAINER SHRUBS, FLUSH IN TURF. REMOTE CONTROL VALVE ,
<br /> DOUBLE CHECK VALVE ASSEMBLY, SIZE WATERPROOF WIRE TRUE UNION PVC BALL
<br /> 1928 43rd Ave E., Ste A
<br /> AND MODEL AS NOTED ON PLANS. CONNECTORS ON 36" VALVE WITH SCH. 80 S e a t t I e , W A 9 8 1 1 2
<br /> LOOPED WIRES. NIPPLES 1. NO SUBSTITUTIONS OF EQUIPMENT OR DESIGN CHANGES SHALL BE PERMITTED UNLESS ( 2 0 6 ) 4 5 3 - 4 0 5 3
<br /> (2) SCH. 80 PVC UNIONS APPROVED BY THE LANDSCAPE ARCHITECT (LA). s h o e s m i t h c o x . c o m
<br /> w 2. INSTALL ALL EQUIPMENT PER CITY OF EVERETT PLUMBING CODES, AND APPLICABLE STATE
<br /> 0
<br /> FINISH GRADE � AND FEDERAL CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS,
<br /> TESTS, AND INSPECTIONS REQUIRED FOR THE IRRIGATION SYSTEM.
<br /> � SCH 80 UNION
<br /> -I I�I I I I-I I I-I � � � LATERAL, 24" 3. VERIFY EXISTING IRRIGATION SYSTEM PRIOR TO BIDDING. ALL IRRIGATION OUTSIDE WORK
<br /> i, �I I I I I I 3"MIN. I I I I�i I TO IRRIGATION MAINLINE. W AREA TO BE PRESERVED AND RECONNECTED TO NEW IRRIGATION SYSTEM.
<br /> _ m MIN. TO FIRST / '
<br /> X SLOPE TO DRAIN VALVE. N FITTING
<br /> X .- x x 4. THIS DESIGN IS BASED ON WATER PRESSURE AVAILABILITY OF 50 PS AT SILVER CREST AND
<br /> - I I I I I ' 80 PSI FOR SILVER LAKE. CONTRACTOR TO VERIFY AVAILABLE PRESSURE AND NOTIFY .
<br /> X 5-OZ. LANDSCAPE FABRIC, x ARCHITECT IF PRESSURE IS BELOW THE SPECIFIED NUMBERS
<br /> / 2" 12" MIN. 2" '/� WRAP TO PREVENT DIRT 5. COORDINATE DEMO WORK WITH GC. CAP AND PRESERVE MAIN LINE AND IRRIGATION
<br /> FROM ENTERING VALVE BOX z
<br /> � CONTROLLER WIRE BEFORE DEMO WORK COMMENCES.
<br /> 6X2X16 CONC. BLOCK, ONE PER -
<br /> CORNER (4 TOTAL) � 6. COORDINATE INSTALLATION AND ROUTING OF IRRIGATION EQUIPMENT AND PIPE WITH
<br /> FILTER FABRIC, WRAP UP ALL PLUMBING AND ELECTRICAL CONTRACTORS. CO-LOCATE 1RRIGATION 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 /> MANUFACTURER'S ADJUSTMENT RECOMMENDATIONS.
<br /> DOUBLE CHECK ASSEMBLY INSTALLATION 2 REMOTE CONTROL VALVES
<br /> 1 8. SPLICE CONTROL WIRES USING 3M-DBY, OR APPROVED SPLICE KITS, AND PROVIDE A 24"
<br /> NTS
<br /> NTS EXPANSION LOOP FOR ALL CONTROL WIRES. MAKE SURE ALL VALVES ARE WIRED TO
<br /> CONTROLLER; NEW AND EXISTING VALVES s k i 1 I e d n u rs i n g
<br /> 10"DIA.VALVE BOX W/ 10"DIAMETER VALVE BOX. 9. INSTALLER TO ADJUST ALL ZONE CONTROL VALVES TO THE CORRECT OPERATING a d d I t I O I7 S
<br /> LOCKING LID, HEAD BRAND"QVC"ON LID Q PRESSURE. SEE VALVE SCHEDULE FOR OPERATING PSI.
<br /> EXTENSIONS (AS REQ'D) WITH 2" HIGH CHARACTERS. �
<br /> O O FINISH GRADE ��� / Q vi 10. INSTALLER SHALL BE RESPONSIBLE FOR KEEPING EXACT ACCURATE NOTES AND "AS-BUILTS"
<br /> � � �,\��\��\��\�� ���������� \/ z w FOR THE CREATION OF THE "RECORD DRAWINGS" OF THE INSTALLED SYSTEM. 2235 Lake Heights Drive
<br /> ����������� ��i���i���i���i���. �
<br /> �������� ��/��/��/� � MANUAL DRAIN BALL Q Q
<br /> �0 �� ���iA�� ��j���j���j/ .
<br /> VALVE W!LONG KEY FOR J 0° 11. CONTRACTOR SHALL WARRANTY THE IRRIGATION SYSTEM IN EVERY DETAIL FOR A ONE
<br /> '`���� _ = YEAR PERIOD FOLLOWING THE DATE OF ACCEPTANCE. CONTRACTOR SHALL PROVIDE Everett� WA 9HZOH
<br /> z OPERATION 12"MAX
<br /> � �- 6"MIN. z � � SPRING START-UP AND WINTERIZATION FOR THE FIRST YEAR.
<br /> ��j��j��j �/���%��� ��i N � SCH 40 PVC MAIN LINE � � � � �
<br /> V��A��A \��Al` ,�jA _ �
<br /> � �// � FINISHED GRADE. i�
<br /> 1 ���%�� �� -
<br /> �^ 1� FINISH GRADEITOP OF MULCH %// SCH 80 PVC ELL OR a a `�' , _ �
<br /> ��i rEE wi REoucER a � I 1=) I 1=1 I I I = _ -
<br /> 2 O POP-UP SPRAY SPRINKLER: I I I-I I I-I I I-I I I-I I I-I I I-I I I-
<br /> � PVC LATERAL PIPE O � I-I I I=I I I=I ( I I I I-I I 1-� � �
<br /> �=111=111=1 CRITICAL ANALYSIS
<br /> ING ASSEMBLY I I�I- SPECIFIED.
<br /> O SW �-I I I�i I I I I QUICK COUPLING VALVE AS
<br /> SCH 80 3/4"PVC ELLS W/
<br /> O5 PVC SCH 40 TEE OR ELL PVC NIPPLES IN BETWEEN TWO STAINLESS - SCH.80 NIPPLE, LENGTH AS REQ. Generated: 2018-12-20 08:49
<br /> 4 STEEL CLAMPS. 6"DEEP LAYER OF 3/4" P.O.C. NUMBER: 01 ,
<br /> - 3/4"SCH 80 PVC STREET � � CRUSHED ROCK. Water Source Information: SILVER CREST � �� � � � �
<br /> ELL W/6" LENGTH OF PVC o0o I
<br /> PIPE W/HOLES DRILLED 3"PVC SCHEDULE 80 FLOW AVAILABLE
<br /> FOR DRAIN LINE NIPPLE. Water Meter Size: 2" of the N orthwest
<br /> 1/2"X 36" GALV Flow Available: 120.00 gpm
<br /> SUPPORT VALVE BOX 1/2 CU YD OF PEA GRAVEL STEEL PIPE. r,o. onTe REVISION
<br /> 3 5 WITH (4)BRICKS-TYP. � � • PRESSURE AVAILABLE
<br /> Static Pressure at POC: 50.00 psi 0 1/28/2019 DOH CRS Response#1
<br /> NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS. THREE PVC SCH 80 CITY OF EVERETT
<br /> ELLS. 12"PVC SCHEDULE 80 Elevation Change: 5.00 ft
<br /> NIPPLE. Service Line Size: 30" 40 4/29/2019 RESPONSE#1 (PW)
<br /> POP-UP SPRINKLER MANUAL DRAIN VALVE WITH SUMP C�UICK COUPLER IN VALVE BOX Lenqth of Service Line: 20.00 ft CITY OF EVERETT
<br /> 4 � Pressure Available: 48.00 psi 0 5/31/2019 RESPONSE#2 (PW)
<br /> 3 , 1"= 1'-0" 1 1/2"= 1'-0" 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
<br /> Critical Station: 2
<br /> -�_� I �_� � �_� � PAVING SECTION PER�^ � Design Pressure: 30.00 psi
<br /> ��� Friction Loss: 3.18 psi
<br /> 4 I-I I I-I I (-I I I CIVIL PLANS VALVE BOX LID, HEAD SET BOX 2"ABOVE
<br /> I I I=I�I=I I _I NOTES: GRADE AT SHRUBS. Fittings Loss: 0.32 psi
<br /> � BRAND "J BOX"ON LID
<br /> • DIMENSIONS ARE MINIMUM Elevation Loss: 0.00 psi
<br /> U � I �-���-���-_ COMPACTED BACKFILL WITH 2"HIGH LETTERS J B 0 X Loss through Valve: 3.69 psi
<br /> -I I I-I I I-I I I-I I-I I I-I I I-I �I I CLEARANCES. PROJECTMANAGER
<br /> a AT 85% DENSITY I I (=I I I-I I I=I � Pressure Req. at Critical Station: 36.88 psi CT
<br /> SET BOX FLUSH TO
<br /> I I-I I I-I I I-I . ALL SLEEVWG TRENCH GRADE AT LAWN. Loss for Fittin s 0.32 si
<br /> � (SOIL BACKFILL) _ � 10X15 STANDARD BOX g � p PROJECTARCHITECT
<br /> Q N ���_���-� � �_ - - I- � BACKFILL MATERIAL SHALL BE Loss for Main Line: 3.19 psi �
<br /> v r' - � z CLASS "B" OR BETTER (MAX. OF Loss for POC to Valve Elevation: 0.00 psi
<br /> a AT 95% DENSITY � 10% PASSING N0.40 SCREEN) , Loss for Backflow: 5.02 psi PROJECTTEAMMEMBERS
<br /> � (STRUCTURAL) I I I I I 1=1 I i= � _���_���_�i�_���=
<br /> I=I I =I I I=,' I N AND BE COMPACTED TO MIN. Loss for Water Meter. 2.00 psi MS, BV
<br /> ' ��-I I I-I I I-I I(-I SPARE WIRES THAT ARE
<br /> N I I I I I I-I I I=I LATERAL LINE(S) I 95% OPTIMUM DENSITY �1=1 I 1=1 I 1=1 I 1= TO TERMINATE AT THIS Critical Station Pressure at POC: 47.41 psi CHECK
<br /> I- I=I - I I I-I I I-I I I-I MODIFIED PROCTOR . ��=1 I 1=I I 1=
<br /> ( ) -,i i_i i i BOX: COIL 30" LENGTH Pressure Available: 48.00 psi CS
<br /> 6" OFFSET � - � �-� � �-I I �-I��-� i I AND I.D. TAG. Residual Pressure Available: 0.59 psi
<br /> I I I- I-I I I=I I I S L E E V E(S), 2-T I M E S I I I=I I I=I I I � . DO NOT TAPE OR BUNDLE LOOP, BU N D L E,A N D / 1
<br /> I I I-I I I-I LWE SIZE MIN. I I-I I I-I I I-I WIRES IN SLEEVES. LABEL SPARE WIRES
<br /> W�j I 11-1 I 1-1 I I THAT ARE TO WIRES TO
<br /> � MAIN LINE(S) CONTROLLER P.O.C. NUMBER: 02 ARCHITECTSEAL
<br /> Q � CONTINUE,AS OCCURS
<br /> VALVE WIRING Water Source Information: SILVER LAKE pF A SH
<br /> � � 1/2"WIRE CLOTH GOPHER � P �-
<br /> Q �G �G R. S/�/p �
<br /> w w FLOW AVAILABLE
<br /> Q " O Z PROTECTION SCREEN,
<br /> 00 ~ � Q Water Meter Size: 2" �
<br /> � - PIPE BED MATERIAL TO �n WRAP 6" UP SIDES 120.00 m � �� O
<br /> `r BE CLEAN AND FREE OF
<br /> MAINLINE AS OCCURS. Flow Availa e: gp
<br /> ROCK LARGER THAN � ,.. . TWO 6X2X16 CONCRETE BLOCK
<br /> „ ,• 1/2-INCH PRESSURE AVAILABLE �
<br /> 4 MIN. 4 MIN. CPAS, ONE ON EACH SIDE OF PEA GRAVEL-4"DEPTH
<br /> BOX Static Pressure at POC: 80.00 psi � 2 �, ~
<br /> 4" MIN. 4" MIN. Elevation Change: 5.00 ft �� O � \�o �
<br /> TRENCHING & SLEEVING WIRE BUNDLE JUNCTION BOX Service Line Size: 30��
<br /> �
<br /> Lenqth of Service Line: 20.00 ft � �EXP'�3�� ��
<br /> 6 � P-2018-BET-12 Pressure Available: 78.00 psi scq P E ARG�
<br /> NTS 3/4"= 1'-0" 4�
<br /> DESIGN ANALYSIS , ; , 05.31 .2019
<br /> VALVE SCHEDULE Maximum Station Flow: 51.34 gpm I�F�;
<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
<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 DETAI LS
<br /> 4 RAIN BIRD PEB - NEW 1-1/2" TURF SPRAY 45.94 39.42 1.46 in/h Friction Loss: 3.78 psi LandscapeArchitects „= �.�� ~'� TM
<br /> 5 RAIN BIRD PEB- NEW 1" SHRUB SPRAY 13.71 38.01 1.39 in/h Fittings Loss: 0.38 psi Community Planners w � '
<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 ResourceEcologists "�
<br /> Loss through Valve: 3.59 psi �and Surve ors PROJECTNO.
<br /> 7 RAIN BIRD PEB - NEW 1-1/2" TURF SPRAY 31.31 35.13 1.68 in/h Pressure Req. at Critical Station: 37.15 psi y
<br /> 8 RAIN BIRD PEB - NEW 1-1/2" SHRUB SPRAY 46.01 38.42 1.44 in/h Neighbors 1 H.03-01
<br /> 9 RAIN BIRD PEB- NEW 1" SHRUB SPRAY 11.63 32.77 1.86 in/h Loss for Fittings: 2.08 psi oa,Te
<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 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 /> O Unknown RAIN BIRD PEB- EXISTING TO REMAIN 1-1/2" 0.00 3.90 Unknown
<br /> Loss for Backflow: 11.00 psi - PROJECT NETWORK PATH
<br /> '' Unknown RAIN BIRD PEB - EXISTING TO REMAIN 1-1/2" 0.00 3.90 Unknown Loss for Water Meter. 1.67 psi
<br /> O Critical Station Pressure at POC: 72.70 psi
<br /> Unknown RAIN BIRD PEB - EXISTING TO REMAIN 1-1/2" 0.00 3.90 Unknown T A C O M A • S E A T T L E
<br /> � Unknown RAIN BIRD PEB- EXISTING TO REMAIN 1-1/2" 0.00 3.90 Unknown Pressure Available: 78.00 psi
<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 - C I T I E S SHEETNUMBER
<br /> �Q aO � 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.com WEB
<br /> ■
<br /> Know what's b@IOW.
<br /> N OT FO R CO N STR U CTI O N PERMIT SET
<br /> Call before you dig.
<br /> COPYRIGHT O 2018 shoesmith cox architects
<br /> DATE: June 3, 2019 FILENAME: Q:\2018�2180406\40_LAN\CAD\2180406-SH-IRRIGATION.dwg
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