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HomeMy WebLinkAboutR-419538LO _O O GRASS (PARK) SIDE OF D G -PLANTER (STREET) SIDE OF ORNAMENTAL FENCE (SEE PLANS) 10 ORNAMENTAL FENCE (SEE PLANS) s 1.5" FLOW SENSOR (NOTE: PROVIDE Vo MINIMUM LENGTH STRAIGHT PIPE SECTION OF 1Ox PIPE DIAMETERS UPSTREAM AND 5x PIPE DIAMETERS DOWNSTREAM BETWEEN FLOW SENSOR AND ANY FITTING) 3" SCH. 40 PVC :.;. ` PRESSURE/TEMPERATURE SENSOR IRRIGATION MAINLINE "' >:v :. ORNAMENTAL FENCE AND (SEE IRRIGATION �-. I ;.::.'AIw.: CONC. MOWSTRIP (SEE PLANS) PLANS FOR CONTINUATION) I ' D I ,.. .'!b. o E. L - r°�; 3" PVC CHECK VALVE Cr BOOSTER PUMP STATION INSIDE ``' AN ABOVE GRADE BOX U) Q 2" MASTER VALVE, SUPERIOR 3200 w o D f7 3 RPBA IN ABOVE GRADE HOT J ...:. BOX PER CITY OF RENTON STD. PLAN 350.2 (SEE SHEET C5.1) NOTE: INSTALL ALL DOMESTIC 4 x3 C.I. FLANGED REDUCER AND IRRIGATION WATER SUPPLY 4" D.I. WATER LINE AND GATE APPURTENANCES (VALVE BOXES, VALVE (4) FROM EXISTING 4" RPBA HOT BOX, DCVA VAULT, METER (SEE SHEET C5.1) BOOSTER PUMP ENCLOSURE, ETC.) WITHIN CONTINUOUS 6" DEPTH CONCRETE PAVEMENT AREA, PROVIDE 12 MIN. WIDTH MOWSTRIP BETWEEN EDGE OF ° PAVING AND APPURTENANCES (TYP) p i D.. DOMESTIC WATER SUPPLY LINE, VALVE, AND DCVA D (SEE SHEET C5.1) 1 Y2" HDPE SDR9 4 DOMESTIC SUPPLY (SEE SHEET C5.1) ' ORNAMENTAL FENCE AND CONC. MOWSTRIP (SEE PLANS) � D A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE SET TOP FLUSH WITH FINISHED GRADE (TYP) 'JUMBO' CONCRETE PAVING (TYP) VALVE BOX III III —III"• •. •'. ..� ''• �•' � D... ' O.y q_ • .:o • p . III —III °o: ,.r: _ ••Oi;' [7 �P .' • .. �....� . • .III III —III . • l °. .• . e. .. . � ... .e .. . � ... . TOP FLUSH W/ _ _ `. 10" DIA. �� III —III � FINISHED GRADE TOP Y2 ABOVE VALVE BOX FINISHED GRADE _ MII IN LAWN AREAS IN BED AREAS =11 III—IIII1 III=III=1 III=III—III-IIIIIIIII—II 1—III I I I —III 2—ZIP +� K- 1— = TIES III=1 QUICK COUPLING VALVE 6 _ _ III IIIIII'' MARKING TAPE (TYP, SEE 6 ) MARKING TAPE OVER =III= =III= NOTE: x 000000 O°O°O°O0 L2•� Q—I I ° ° ° ° ° ° ° VALVE KEY HANDLE TO CLEAR _ MAINLINE ONLY = I— ° ° — I—� TOP OF BOX BY 2" MINIMUM. =1 I 1 o 0o =III= GATE VALVE (LINE SIZED) o III=III o°�°�° o° o o° III=1 w f 12' OF III— N -III= ° ° ° ° ° ° —III _ HORIZONTAL J DRAIN -III= °� Do BRICK SUPPORTS w z w ROCK = » » z I=I o 0000000 I=III= STABILIZE SWINGJOINT RISER STABILIZER 18" a o ° 6 DIA. PVC PIPE - f 10 LONG; J o �°2° ° o o I » z z I I = ° °tea ° ° I WITH CONCRETE - MIN. 6 IN. LONG, 1"DIA. FILTER - bo od =III UTILIZE 20 DEEP ROADWAY BRICK ° °°o _ I I ALL DIRECTIONS. ENCASE PIPE SCH. 40 PIPE FABRIC =III =III BOX BOTTOM IF MAINLINE —IIIIII—III ,� = III - 11I I II I I 0 1III=III' - DEPTH IS 24 SUPPORTS III I I —I III— —III =—III I- WITH PLASTIC TO PREVENT III— III —I I I ; I1 CONCRETE FROM ADHERING QUICK COUPLER - - IRRIGATION I—� FILTER FABRIC TO PIPE. = VALVE MAINLINE OUTSIDE HORIZONTAL STABILIZER —III III —III— OF CONCRETE 18" LONG, 1" DIA. SCH. 40 PIPE PVC SCH. 40 MAINLINE I I I I I I I=I I— I I I I I I 1=III- TRACE WIRE PAVING (TYP) W/ FLANGE ADAPTERS DURA QC STANDARD UNIBODY PLAN VIEW -III- I WELL COMPACTED 1"DIA.-SCH. 40 #1-A4-1-11-12 (INCLUDES QUICK LOCK). SUBGRADE INSTALL W/ A 30°-60° RISE FROM HORIZONTAL PLANE. MAINLINE TEE (SLIP X SLIP X SLIP) 2 SYSTEM GATEVALVE 3 QUICK COUPLING VALVE SCALE : 1 /8" = 1'-O" ` WIDTH ...� � VALVE TAG (TYP) AS REQ'D. AUTOMATIC REMOTE CONTROL VALVE PER PLAN � IRRIGATION POINT OF CONNECTION STANDARD BOX - 18" DEPTH 18"MIN. CONTROL WIRE EXPANSION ..� ......_ ....., _.......... , COILAT EACH VALVE anv e, ALL SCALE : N. T. S. in"MIA vnlvr SET VALVE BOX F SURROUNDING FINISHE 6" DIA. CLASS 200 SLEEVE (LENGTH AS REQ'D.) CUT OPENING IN SIDE TO ACCOMODATE NIPPLE FROM MAINLINE (MIN. 1" GAP) MANUAL D RAI N VALVE 1"X4" SCH. 80 NIPPLE t3 CF DRAIN ROCK SUMP 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) 127 6" 12" 1419 1419 910 :a. a: a . m d .d a � b d � d 4 .d' � 'a.. .d d. d.' .d Q. o. Q� d e d a d d . ..d d a d :Q.. d. d O 4' O° • .. VALVE BOX INSTALLATION L]LIiWHERE BOXES ARE ABUTTING SCALE : 3/4" = 1'-O" 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 =1I II 1= I (TYP, SEE 6 ) Q = ' =1 '`' w I= r ,!=:z = I Ell Z = SCH. 80 MIPT g� ICI �I J� UNION (BOTH BOX TO CLEAR PIPE I - = - a o SIDES OF VALVE) BY 1" MIN. (TYP.) = I IIII LATERAL 1 SCH. 40 99 ELL 1 I—f► SCH. 40 MALE O o0 00 00 00 O o 0 0 0 o f ADAPTER SCH. 40 MALE = = oo°Do oOo oOoo 0 oDo 000 00� o� O ADAPTER o o Doc _ -1=III °o�°o 0 0 00�°o�°o�I I MAINLINE W/ TEE CONTINUOUS BRICK 1� �ononoOno oOoO�,oC� n ' ' - SEAL OPENINGS WITH SUPPORTS AROUND FILTER FABRIC BASE 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. AUTOMATIC CONTROL VALVE SCALE : 1 /8" = 1" FINISHED GF IN LAWN AR TOP Y2" ABOVE FINISHED GRADE IN BED AREAS III �III�III�III�III�III�III�III�III�II = III IIII I I—III=1 I I —III IIIIII=1 � II �` = X RAINBIRD 1800 SERIES III- III III =1 I II 11= IIII 111 w oo FIELD FABRICATED, - TRIPLE SWING JOINT (2) MARLEX J I CONSTRUCTION USING STREET ELLS (315 PSI RATED) w SCH 80 PVC SLIP INLET W/ IMPORTANT: r 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 450 OR LESS TRACE WIRE rTxL rnei i if,ir LI — SLIP X FIPT X SLIP (1) MARLEX MIPT X FIPT MAINLINE TEE 90 DEG. STREET ELL r9,,, RAINBIRD 1800 SERIES SWING JOINT SCALE : 1/4" = 1" i SCALE : 1" = 3" FINISH GRADE TRENCH DETAIL SCALE : 1" = 1'-O" FINISHED GRADE IN LAWN AREAS FIELD FABRICATED, w TRIPLE SWING JOINT U 00 CONSTRUCTION USING Z (315 PSI RATED) J I SCH 80 PVC wSLIP INLET W/ g THREADED OUTLET N 3/4" X 8-12" / TRENCH BACKFILL PER SPECIFICATIONS t MARKING TAPE OVER MAINLINE ONLY —BARE COPPER TRACE WIRE TAPED TO -_� TOP OF MAINLINE AND LATERALS AT 15 FEET ON CENTER CONTROL WIRES - LOCATE 4" MIN. FROM SIDE OF MAINLINE (TYP) 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 �! HUNTER 1-20 AND 1-20 II_ SHORT RADIUS (50 PSI) III SERIES ROTORS —I I I- (2) MARLEX MIPT X FIPT 90 DEG. STREET ELLS IMPORTANT: *USE TEFLON TAPE ON ALL THREADED JOINTS • PREFABRICATED SWING JOINTS SHALL NOT BE USED UNDER xn au rvirrLE 45 OR LESS ANY CIRCUMSTANCES LIN SLIP X FIPT X SLIP (1) MARLEX MIPT X FIPT TRACE WIRE LATERAL LINE TEE 90 DEG. STREET ELL to RAINBIRD 3504Z5000 ROTOR SWING JOINT LI.] SCALE : 1/4• - in THRUST AREA THRUST CAPS PLUGS AREA r-THRUST AREA TEES 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) I of so �i,ll,Ili,Il,Ili,l1,►�.li,11,11�,11,l1i,11 i w 0 00 w z � I J THRUST AREA SET TOP OF HEAD 1/4 IN. ABOVE FINISH GRADE, NOT FLUSH WITH TURF FOLIAGE h. FINISHED GRADE HUNTER I-40 SERIES ROTORS FIELD FABRICATED, TRIPLE SWING JOINT CONSTRUCTION USING �(315 PSI RATED) SCH 80 PVC SLIP INLET -THREADED OUTLET w (2) 1" MARLEX N STREET ELLS 1" X 8-12" SCH 80 NIPPLE TRACE WIRE INSTALL WITH 30-45° ANGLE - ATLRAL LINE - IMPORTANT: • USE TEFLON TAPE ON ALL THREADED JOINTS • PREFABRICATED SWING JOINTS SHALL NOT BE USED UNDER ANY CIRCUMSTANCES (1) 1" MARLEX STREET ELL RAINBIRD 6504 ROTOR SWING JOINT SCALE : 1/4" = 1" r= ao mm wNN o� �C:w C �� � LL C rn o 3`c U L) O C �w�^ �z.8 N U.2 V J C MM n � wa IJ(n M2 n3 m LO Sri o Of Q 0 C) Q 0 � m o m Q N N Q 00 0 7 0 W N z N o a Z N W o z UJI > o W a w w a_ J W 0 � Z 0 �-+ 0 OC cd a o a P ., C Z ,�r- � Q J CONSTRUCTION SET Copyright©2022 — Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\13 — CONST. SET\17501—L2.1.DWG Plotted: 4.07.22-13:03 By.(rvissia) BID #: L11 R-419538 Sheet 38 of 40