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HomeMy WebLinkAboutR-420033o �i! �i EXISTING BUILDING CV / I 1 It ` II / SS(REF) SS(REF) L U 1 4.68 ° ° ° / f / / -VALVE 4 FOR TREES �ff-W --_ - Icn n 3 15.7 - EFi 1 WM llll 5 1 .6-- I I ■ 11 ■ 1 II ■ z G 1 II i„iJ RQOF OVERHANGAB I I I POC SCHEMATI6-- 1 I I I l L3.0 �� Q 2\16.0 I 1 l 1 l / ,� ■ ■ ■ 1 1 10 4 1 I POC Q � �- I I I I I I � .� / 111 / w \ / //�/ 1 0 11l Q � /I EXISTING BUILDING i SPRAY HEAD IN GRASS Know what's below. Call before you dig. 04/26/2024 2 CONTROLLER WALL MOUNT L3 3 INSIDE OF MECHANICAL ROOM I � I L 1 ll I I ll ll I it I I I it J rll l I w / ll ll I I Q ll ll� l l l ll 1 I \�\ 6 2.15 11 l \ I \ ll 1 \\ \ 7 3.8 11 11 1 1 111 111 11I NEW BUILDINGily` j i1ii1 1 \\ \ 1 l l l I\ \\\\\\\ \\ 81 18.8 l l ll l 1 1 1 l�l ll 1 1 l llll \\ \ \\ \ \\ 3 DRIPLINE HEADER 1 1 lull 1 l lull \\\\\\\\\\\\\\\\ \\ L3.3 \\\\\ \\\ \\\ \\ \ l l l l l l l l l l l \ \ \ `\ TYPICAL NETAFIM TECHLINE �.3 CV REQUIREMENTS PROPERTY LINEllll \\_ 1 4° llll ll ll 4 MANUAL LINE FLUSHING llll `\ `\ L VALVE ROOF OVERHANG ll l 111 i 1„ \ \ / T till My��1� PAVE L3.2 TREE T� RECEIVE GATOR BAG - U�JTIL ESTABLISHED �\ LAWN TO RECEIVE TEMPORARY IRRIGATION UNTIL ESTABLISHED J RECORD NOTE SS \ / O / / / 04/25/2024 lllll'111111 1I 1� Iltltl / / 1 1 / 1 lull 1 IInY'll / 7 / r rirrrrr�rrr r � / l /� / r rrrrr/�rirr / / / J // rrrrrrrrir rrrrrr i r r rr,r (V = U 17U) Cn C7 Z F LL 0 Z Q w a a Cn Q m J J Q I 4 1-1/2" X 1" BRASS REDUCER COUPLER I o 3 FLOW SENSOR - BRASS IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI DETAIL HUNTER MP STRIP PROS-04-PRS40-CV TURF ROTATOR, 41N. POP-UP WITH FACTORY INSTALLED 4a A U CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP 40 9/L3.2 LST SST RST ROTATOR NOZZLE ON PRS40 BODY. LST=IVORY LEFT SYMBOL 2 MASTER VALVE - BRASS L3.2 1 DCVA BACKFLOW ASSEMBLY - BRASS �.2 METER, SEE CIVIL POC SCHEMATIC NTS P-2-G RA-110 Volve Collout �( �( Volve Number �/ 1l Volve Flow #" Valve Size CRITICAL ANALYSIS Generated: 2022-12-02 15:03 P.O.C. NUMBER: 01 Water Source Information: NEW WATER METER- SEE CIVIL FLOW AVAILABLE Water Meter Size: 1" Flow Available 37.5 GPM PRESSURE AVAILABLE Static Pressure at POC: 72 PSI Elevation Change: 5.00 ft Service Line Size: 3" Length of Service Line: 20 ft Pressure Available: 70 PSI DESIGN ANALYSIS Maximum Station Flow: 18.78 GPM Flow Available at POC: 37.5 GPM Residual Flow Available: 18.72 GPM Critical Station: 8 Design Pressure: 30 PSI Friction Loss: 1.25 PSI Fittings Loss: 0.14 PSI Elevation Loss: 0 PSI Loss through Valve: 20.2 PSI Pressure Req. at Critical Station: 51.6 PSI Loss for Fittings: 0.65 PSI Loss for Main Line: 6.49 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 7.15 PSI Loss for Master Valve: 1.88 PSI Loss for Water Meter: 1.96 PSI Critical Station Pressure at POC: 69.7 PSI Pressure Available: 70 PSI Residual Pressure Available: 0.3 PSI VALVE SCHEDULE r r / NUMBER MODEL SIZE TYPE GPM PSI PSI (a�_ POC PRECIP • / r r � rrrr�r r / / � � / f' rr,rrrrr�i / ' 1 DRCV 1" AREA FOR DRIPLINE 10.38 38.0 46.6 0.96 in/h / rfr�ir�rrrfr,r /, 2 DRCV 1" AREA FOR DRIPLINE 16.04 48.4 59.0 0.96 in/h r r 3 DRCV 1" AREA FOR DRIPLINE 15.7 44.5 54.8 0.96 in/h / r,,fri,rrrrr / PO I 4 DRCV 1" AREA FOR DRIPLINE 4.68 33.8 39.7 0.96 in/h 5 RCV 1" TURF ROTARY 10.56 44.7 55.4 0.7 in/h r ' 6 DRCV 1" AREA FOR DRIPLINE 2.15 32.0 37.5 0.96 in/h 7 DRCV 1" AREA FOR DRIPLINE 3.8 33.1 38.9 0.96 in/h 8 DRCV 1" AREA FOR DRIPLINE 18.78 51.6 69.7 0.96 in/h WATERING SCHEDULE THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON ` �i"i,Englneers 4 INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS _ Structural Engineers bNe�S `a°°a`ady °m 1a00e`a °°'"P 5 6 7 WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT � Q Q `,g eYcrs 8 Nighb°rs AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE T A C O M A - S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite lszo, sea le, wA sal of 213.383.2422 TEL zos28Z z4z5 TEL N 0 / NUMBER MODEL TYPE PRECIP IN./WEEK MIN./WEEK GAL./WEEK SYMBOL STRIP, SST=BROWN SIDE STRIP, RST=COPPER RIGHT STRIP. r MANUFACTURER/MODEL/DESCRIPTION DETAIL DRCV RAIN BIRD XCZ-100-PRB-COM. WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PS1 QUICK -CHECK BASKET FILTER. 0.3 GPM-20 GPM PLANTER TRANSITION PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING INSIDE PLANTER PVC HEADER PVC HEADER, SEE DETAIL DRIP MANUAL FLUSH VALVE NETAFIM TLSOV- 1/21N. MANUAL FLUSH VALVE, BARBED INSERT. INSTALL IN 101N. BOX, WITH ADEQUATE BLANK OR IN.COBRAIN. TUBING TO EXTEND VALVE OUT OF VALVE BOX. AREA TO RECEIVE DRIPLINE DRIP TUBE FOR SHRUB NETAFIM TLCV-06-12 TECHLINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH CHECK VALVE. 0.6 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM. AREA TO RECEIVE DRIPLINE DRIP TUBE IN PLANTERS NETAFIM TLCV-09-12. TECHLINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH CHECK VALVE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM. MANUFACTURER/MODEL/DESCRIPTION RCV RAIN BIRD PEB. 1" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. QCV RAIN BIRD 33-DLRC. 3/4" BRASS QUICK -COUPLING VALVE, WITH CORROSION -RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, DOUBLE TRACK KEY LUG, AND 2-PIECE BODY. >T< IV BRASS BALL VALVE SAME SIZE AS PIPE MV 1" RAIN BIRD EFB-CP, 1" BRASS MASTER VALVE, THAT IS CONTAMINATION PROOF W/SELF-FLUSHING FILTER SCREEN. GLOBE CONFIGURATION, RECLAIMED WATER COMPATIBLE. FEBCO 850U 1" BF DOUBLE CHECK BACKFLOW PREVENTION WITH UNION END BALL VALVE, 1/2" TO 2". WEATHERMATIC PL1620 PROLINE 20-ZONE MODEL CONTROLLER, NON © EXPANDABLE, MANUAL TEST SETTING, ON -BOARD MULTI -METER, RUNOFF ELIMINATOR, REAL TIME CLOCK/CALENDAR & NON-VOLATILE PROGRAM MEMORY WITH DAYLIGHT SAVINGS TIME. O WEATHERMATIC SLW5 WIRELESS WEATHER SENSOR FOR ET BASED WATERING, 90OMHZ - 1500' LINE OF SITE RANGE RAIN BIRD FS-100-B 1" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, CS) SITECONTROL, AND ESP-LXD CENTRAL CONTROL SYSTEMS. BRASS MODEL. SUGGESTED OPERATING RANGE OF 2.0 GPM TO 40.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. M❑ WATER METER 1" NEW WATER METER- SEE CIVIL IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 - - IRRIGATION LATERAL LINE: HDPE PE3408 DR 9 SIZE 3/4" IRRIGATION MAINLINE: PVC SCHEDULE 40 SIZE 1-1/2" PIPE SLEEVE: PVC SCHEDULE 40 Y 1 DRCV AREA FOR DRIPLINE 0.96 in/h 0.7 44 457 2 DRCV AREA FOR DRIPLINE 0.96 in/h 0.7 44 706 / 3 DRCV AREA FOR DRIPLINE 0.96 in/h 0.7 44 691 � GRAPHIC SCALE 4 DRCV AREA FOR DRIPLINE 0.96 in/h 0.7 44 206 0 10 20 40 FEET 5 RCV TURF ROTARY 0.7 in/h 0.8 69 729 6 DRCV AREA FOR DRIPLINE 0.96 in/h 0.7 44 94.6 7 DRCV AREA FOR DRIPLINE 0.96 in/h 0.7 44 167 8 DRCV AREA FOR DRIPLINE 0.96 in/h 0.7 44 826 1" = 20 FEET g DRCV AREA FOR DRIPLINE 1.39 in/h 0.7 31 1.4 TOTALS: 408 3,877 PERMIT REVISION V.1 E.H. 7/29/22 SURVE E T.L. SCALE. PER SHEET VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM • CITY OF [R ; RENTON ' sov Planning/Building/Public Works Dept. PERMIT REVISION CORRECTIONS V.2 E.H.DESIGNED: 1/18/22 A.G. PROGRESSIVE CONSTRUCTION SET E.H. 2/07/22 CONSTRUCTION SET MS 4/03/2 DRAWN: IA.G. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY AS -BUILT REVISIONS MM 4/25/2 CHECKED: C • S • REVISION BY DATE A P P R APPROVED: C) 5/L3.2 r N LJ 6/L3.3 3/L3.3 4/L3.3 C') N 1 /L3.3 C) C) T Q 6/L3.3 J DETAIL 5/L3.2 00 LO 10/L3.2 CV 4/L3.2 r 2/L3.2 1 /L3.2 2/L3.3 3/L3.2 7/L3.2 8/L3.2 7/L3.2 R-420033 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATERSHED APARTMENTS CONSTRUCTION SET DRAFT IRRIGATION PLAN DATE: 03/28/202 FIELDBOOK: PAGE: DRAWING NO: L3.0 SHEET: 43 OF:48