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HomeMy WebLinkAboutR-419538Ln O W A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE GRASS (PARK) SIDE OF PLANTER (STREET) SIDE OF ORNAMENTAL FENCE (SEE PLANS) ORNAMENTAL FENCE (SEE PLANS) ------------ 1.5" FLOW SENSOR (NOTE: PROVIDE ?� MINIMUM LENGTH STRAIGHT PIPE SECTION SET TOP FLUSH WITH OF 1Ox PIPE DIAMETERS UPSTREAM AND FINISHED GRADE (TYP) I 5x PIPE DIAMETERS DOWNSTREAM 'JUMBO' CONCRETE PAVING (TYP) ` ' `` BETWEEN FLOW SENSOR AND ANY FITTING) VALVE BOX PRESSURE/TEMPERATURE SENSOR r �,I—IISCH. 40 PVC III r A;.. IRRIGATION MAINLINE _-::.. _ •. = N ORNAMENTAL FENCE AND t.. _ '' .. III III —III .A.• °- '�. •... :.:.:•..e.,.. .. � . • r':.•l. ... SEE IRRIGATION TOP FLUSH W/ ` r ( ..1'` I 1a :': CONC. MOWSTRIP (SEE PLANS) 10» DIA. III —III •:. .; TOP Y2 ABOVE _ ° . .:...: PLANS FOR I ;:: .':.::�' FINISHED GRADE VALVE BOX FINISHED GRADE _ —_—_- CONTINUATION) I IN LAWN AREAS =1 I I —III —I —III=IIII =IIIIII—I I-1 I IIII—III—� IN BED AREAS 0 "_• .'+_: — 1—III �If�l�-F� _K-� I = 2-ZIP =� QUICK COUPLING VALVE 6" w L _ �:3 PVC CHECK VALVE — TIES I— �- - ( ) MARKING TAPE OVER =III= I=I I L NOTE: BOOSTER PUMP STATION INSIDE II=III= III=III-MARKING TAPE TYP, SEE °o°o°�°o°o°o° =III ° ° ° ° ° ° I—� , VALVE KEY HANDLE TO CLEAR ``' AN ABOVE GRADE BOX =1-�r I..I— = MAINLINE ONLY :. =I I= =I I=I TOP OF BOX BY Z MINIMUM. `� -III =III= GATE VALVE LINE SIZED � •tj •. N o — ( ) o = III=III o ° ° 01 ` °� °� ° ° III=III-1 2 MASTER VALVE, SUPERIOR 3200 Z = f 12» OF °� o� III— �" _III= —III- HORIZONTAL z DRAIN , I= ° oo BRICK SUPPORTS Z I I=III 0(-) o �0 0 0 I I=I Q o ROCK - ° 6»DIA. PVC PIPE - t 10»LONG; J I• —III= ° o°yA°�°° I I STABILIZE SWINGJOINT RISER STABILIZER 18" i? 3 RPBA IN ABOVE GRADE HOT c o » z Z o ° ° ° ° WITH CONCRETE - MIN. 6 IN. LONG 1 DIA. J BOX PER CITY OF RENTON STD. FILTER b111 °c o _ UTILIZE 20 DEEP ROADWAY BRICK I I __ °o _ ALL DIRECTIONS. ENCASE PIPE SCH. ' 40 PIPE FABRIC - BOX BOTTOM IF MAINLINE I —III III III r.._ III III - ` PLAN 350.2 (SEE SHEET C5.1) III— c o =III to SUPPORTS III-III=III=III III= —III =III— 1 WITH PLASTIC TO PREVENT :.._:::::'; x III-111=1 I 1 III=III- DEPTH IS 24 — _—"' CONCRETE FROM ADHERING QUICK COUPLER NOTE: INSTALL ALL DOMESTIC ;M:f • 4 x3 C.I. FLANGED REDUCER _ _ _ _ _ _ _ _ I, III —I IRRIGATION III—� VALVE AND IRRIGATION WATER SUPPLY 4" D.I. WATER LINE AND GATE - - - MAINLINE OUTSIDE FILTER FABRIC TO PIPE. APPURTENANCES (VALVE BOXES, ° ° VALVE (4») FROM EXISTING 4» OF CONCRETE HORIZONTAL STABILIZER RPBA HOT BOX, DCVA VAULT, -1 —III=� = I I 1=III—III— 187 LONG, 1» DIA. SCH. 40 PIPE "' ` METER (SEE SHEET C5.1) PVC SCH. 40 MAINLINE =III=III=III=III=III=1 I I E I I I=III- TRACE WIRE PAVING (TYP) PLAN VIEW BOOSTER PUMP ENCLOSURE, °'..'..'.: I —I I 1-III=III-I I I DURA QC STANDARD UNIBODY ETC.) WITHIN CONTINUOUS W/ FLANGE ADAPTERS =1 I 7—tF, WELL COMPACTED 1"DIA.-SCH. 40 #1-A4-1-11-12 (INCLUDES QUICK LOCK). 6 DEPTH CONCRETE PAVEMENT :�::';: INSTALL W/ A 30`-60' RISE FROM ,:.: SUBGRADE AREA, PROVIDE 12 MIN. WIDTH. :;;: °::' ; HORIZONTAL PLANE. MOWSTRIP BETWEEN EDGE OF MAINLINE TEE PAVING AND APPURTENANCES (SLIP X SLIP X SLIP) (TYP) DOMESTIC WATER SUPPLY 2 SYSTEM GATE VALVEK"3� COUPLING VALVE ` LINE, VALVE, AND DCVA • SEE SHEET C5.11)L1 •* SCALE : 1/8" = 1'-0" ( L1 * SCALE : 1" = 3" f °c 1 Y2" HDPE SDR9 ate. DOMESTIC SUPPLY ORNAMENTAL FENCE AND (SEE SHEET C5.1) I CONC. MOWSTRIP (SEE PLANS) IN WIDTH VALVE TAG (TYP) AS REQ'D. AUTOMATIC REMOTE CONTROL `VALVE PER PLAN rT� IRRIGATION POINT OF CONNECTION STANDARD BOX^- 18"^DEPTH / �18"MINT CONTROL WIRE EXPANSION COIL SCALE : N. T. S. SET VALVE BOX FLUSH W/ SURROUNDING FINISHED GRADE 6" DIA. CLASS 200 SLEEVE (LENGTH AS REQ'D.) CUT OPENING IN SIDE TO ACCOMODATE NIPPLE FROM MAINLINE (MIN. 1" GAP) MANUAL DRAIN VALVE 1"X4" SCH. 80 NIPPLE t 3 CF DRAIN ROCK SUMP 10" DIA. VALVE BOX W/BOLT DOWN COVER MANUAL DRAIN VALVE MARKING TAPE 1"X6» SCH. 80 NIPPLE MAINLINE & TEE WELL COMPACTED SUBGRADE NOTES: 1. CENTER VALVE BOX OVER VALVE TO FACILITATE REMOVAL AND SERVICING. 2. SET BOXES LEVEL PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 3. COMPACT SOIL AROUND VALVE BOXES TO PREVENT SETTLING. 4. UNIFORMLY ADJUST DISTANCE OF VALVE BOXES OFF PAVEMENT TO PREVENT PIPING FROM RUNNING UNDERNEATH CONCRETE OR PAVING. VALVE BOXES (TYPICAL) 12» 6" 12" 1419 1419 910 d. . a_ t0 2c0 '�c .a ''d -.e :o ..G eA a Q as :d - Od a e A. a. a n ..'a- a n oa , d -A w VALVE BOX INS TALLATI ON 8 WHERE BOXES ARE ABUTTING L 1. * % SCALE: 3/4" = 1'-0" EDGE OF PLANTING BED OR LAWN AREA EDGE OF PAVING OR GRAVEL AREA SET VALVE BOX FLUSH W/ SURROUNDING FINISHED GRADE MAINLINE 90 DEG. TURNS MARKING TAPE I- = I 1 I I I (TYP, SEE 6) _j o I SCH. 80 MIPT g _ : - UNION (BOTH BOX TO CLEAR PIPE I- - -- - — BY 1" MIN. (TYP.) _ y-I II I o SIDES OF VALVE) LATERAL -- --- SCH. 40 99 ELL SCH. 40 MALE ° ° ° ° ° ° ° °0 ° T ADAPTER SCH. 40 MALE = 00°000 000 oOoo 0 oO�poOo oh°G� O ADAPTER = o o o _5*_ MAINLINE W TEE -III=III �o°oo00°oo°o�I / CONTINUOUS BRICK —III—I °n°noon°_ OpooO_ SEAL OPENINGS WITH SUPPORTS AROUND BASE FILTER FABRIC IMPORTANT VALVE BOX NOTES: WELL COMPACTED SUBGRADE 1. ALL WIRE INSTALLATIONS WILL BE IN COMPLIANCE W/ APPLICABLE CODES. 2. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX. 3. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. 4. VALVE BOX SHALL NOT REST ON PIPES - PROVIDE 1" CLEAR AROUND ALL PIPES. 5. SEAL OPENINGS W/ FILTER FABRIC TO PREVENT DEBRIS FROM ENTERING. K"5 AUTOMATIC CONTROL VALVE SCALE : 1/8" = 1" FINISHED GF IN LAWN, AR TOP Y2" ABOVE FINISHED GRADE IN BED AREAS IIIIIIIIII�IIIII�IIIII�IIIII�IIII�IIIII�IIIII�IIIII�I =1 11—I i I-1 —I i I -I 11=1 = RAINBIRD x 180o SERIES III III III 1IIIII IIII III cl • FIELD FABRICATED, Z TRIPLE SWING JOINT (2) MARLEX J I CONSTRUCTION USING STREET ELLS (315 PSI RATED) W SCH 80 PVC ~ • SLIP INLET W/ g IMPORTANT: THREADED OUTLET • USE TEFLON TAPE ON ALL THREADED JOINTS • PREFABRICATED SWING JOINT 1 /2» X 8-12" SHALL NOT BE USED UNDEF SCH 80 NIPPLE ANY CIRCUMSTANCES " 45' OR LESS _ A TRACE WIRE LATLRAL LIVE SLIP X APT X SLIP (1) MARLEX MIPT X FIPT MAINLINE TEE 90 DEG. STREET ELL r9� RAINBIRD 1800 SERIES SWING JOINT SCALE : 1/4" = 1" TRENCH BACKFlLL FINISH GRADES PER SPECIFICATIONS LATERAL LINE vRO.SiDE.OFvMAINLINE (TYP) . MAINLINE PIPING s \TRENCH DETAIL SCALE : 1" = 1'-0" FINISHED GRADE IN LAWN AREAS m FIELD FABRICATED, o TRIPLE SWING JOINT 00 CONSTRUCTION USING U, J (315 PSI RATED) I SCH 80 PVC J SLIP INLET W/ g THREADED OUTLET N 3/4" X 8-12" / IMPORTANT: • PROVIDE 36" WIRE LOOP AT ALL CHANGES IN DIRECTION • INSTALL AUXILIARY WIRES WITH AN 18" LOOP AT EACH INTERMEDIATE BOX • TAPE WIRE BUNDLES TOGETHER AT 15' INTERVALS (TYPICAL) • PROVIDE A SEPARATE SLEEVE FOR WIRES AT ALL PAVEMENT CROSSINGS I! I HUNTER 1-20 AND 1-20 II SHORT RADIUS (50 PSI) III SERIES ROTORS 11111= (2) MARLEX MIPT X APT 90 DEG. STREET ELLS IMPORTANT: •USE TEFLON TAPE ON ALL THREADED JOINTS • PREFABRICATED SWING JOINTS SHALL NOT BE USED UNDER SCH au rvirrLt�- 45 OR LESS ANY CIRCUMSTANCES SLIP X FIPT X SLIP (1) MARLEX MIPT X APT TRACE WIRE LATERAL LINE TEE 90 DEG. STREET ELL (**'1_o RAINBIRD 3504/5000 ROTOR SWING JOINT L1.2 % SCALE : 1/4" = 1" THRUST AREA THRUST CAPS f PLUGS AREA THRUST AREA TEES I II: I ELLS THRUST AREA THRUST REDUCERS AREA THRUST AREA CROSSES FITTING SIZES BEARING THRUST AREA OF BLOCK IN SQUARE FEET TEES & ENDS 90' BEND 45 BEND 22.5' BEND 2Y2"& 3" 1-1/2 2 1-1/2 1-1/2 ALL BLOCKING SHALL BE POURED AGAINST FIRM UNDISTURBED SOIL. SOIL BEARING PRESSURE SHALL EXCEED 4,500 LB PER SQUARE FOOT FOR ABOVE AREAS. PROVIDE THRUST BLOCKING AT EVERY MAINLINE CHANGE OF DIRECTION AND TERMINATION. CONCRETE THRUST BLOCKING (LOCATED ON ALL NEW MAINLINE PIPING) was 1 : 0 . ■ 1 • a@ 1 of - �II,1��,II,I�I�II,b���ll,l�l�ll,l���ll = W� oto w z � I J Z (2) 1" MARLEX U STREET ELLS 204 g 1" X 8-12" SCH 80 NIPPLE TRACE WIRE INSTALL WITH 30-456 ANGLE LATERAL LINEIf THRUST AREA SET TOP OF HEAD 1/4 IN. ABOVE FINISH GRADE, NOT FLUSH WITH TURF FOLIAGE FINISHED GRADE HUNTER I-40 SERIES ROTORS FIELD FABRICATED, TRIPLE SWING JOINT CONSTRUCTION USING (315 PSI RATED) SCH 80 PVC SLIP INLET -THREADED OUTLET IMPORTANT: •USE TEFLON TAPE ON ALL THREADED JOINTS • PREFABRICATED SWING JOINTS SHALL NOT BE USED UNDER ANY CIRCUMSTANCES (1) 1" MARLEX STREET ELL n\RAINBIRD 6504 ROTOR SWING JOINT L1.2 SCALE : 1/4• _ in CURRENT PLANNING Clark Close 03/21 /2022 a7 m w NN r � N DCo m� a� w �V �I U o U� 00 Q• a� U �p C N �N 3 J (!J N3 N Q m N N N o o w W 0 Z 0 Y W 0 U Q m m a N 00 o 0 W (N z t„ 0 am Z N W w o m LLI > o w w w a J 4-) _ 011) Q UU a� a o 0 � Z a4 a a O a .,W U U) o Z � Q J nsoi SCALE: NOTED PERMIT SET Copyright©2021 — Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\10 — REV PERMIT SET\17501—L2.1.DWG Plotted: 1.18.22-12:59 By(sjensen) BID #: L2ml R-419538 Sheet 38 of 40