Loading...
HomeMy WebLinkAboutR-40283200 N C) i Nt i 0 w z _O Q O z w rrr vJ 0 W H Q J n J O O U U) ui 0 C0 G r= _V z V U C G 0 o ao N VALVE BOX LID, HEAD BRAND "J BOX" ON LID WITH 2" HIGH LETTERS X 1OX15 STANDARD BOX PROTECTION SCREEN, WRAP 6" UP SIDES SET BOX 2" ABOVE GRADE AT SHRUBS. J SET BOX FLUSH TO _U d GRADE AT LAWN. U a_ SPARE WIRES THAT ARE co TO TERMINATE AT THIS BOX: COIL 30" LENGTH E MAINLINE AS OCCURS. TWO 6X2X16 CONCRETE BLOCK CPAS, ONE ON EACH SIDE OF PEA GRAVEL - 4" DEPTH BOX I WIREB UNDLE �JUCTION BOX 3/4" = V-0" P-2018-MCK-01 NOZZLE VARIES (SEE IRRIGATION PLAN) INSTALL 18" SQUARE OF SOD AROUND SPRINKLER HEAD FINISH GRADE ROOT SAND COURSE _ ?. ~ ROTOR POP-UP o ¢ SPRINKLER w= BASE SAND COURSE z� � Z Of DETECT -A -TAPE IN TRENCH Lu ¢ w PREFABRICATED TRIPLE SWING J > JOINT ASSEMBLY, 1" DIA. X 12" m NOTE: USE TEFLON TAPE ON THREADED FITTINGS PVC SCH 40 TEE OR ELL SLIP x FIPT x SLIP TRACE WIRE 40 PVC LATERAL POP-UP ROTOR HEAD AT SPORTS FIELD VALVE BOX W/ EXTENSIONS, SET 2" ABOVE GRADE IN SHRUBS, FLUSH IN TURF. WATERPROOF WIRE CONNECTORS ON 36" LOOPED WIRES. Lu ry 0 o SCH 80 UNION i LATERAL, 24" m MIN. TO FIRST NJ FITTING Ei 6X2X16 CONC. BLOCK, ONE PER CORNER (4 TOTAL) FILTER FABRIC, WRAP UP ALL SIDES ABOVE OPENINGS WASHED DRAIN ROCK SUMP, 2 CUBIC FEET MIN. REMOTE CONTROL VALVES PLANTING CONDITION FINISHED GRADE PAVING SECTION PER CIVIL PLANS —COMPACTED BACKF — AT 85% DENSITY (SOIL BACKFILL) AT 95% DENSITY - (STRUCTURAL) — LATERAL LINE(S) AN WARNING TAPE SLEEVE(S), 2-TIMES - LINE SIZE MIN. —MAIN LINE(S) — VALVE WIRING — PIPE BED MATERIAL BE CLEAN AND FREE ROCK LARGER THAT 1/2-INCH TRENCHING & SLEEVING NTS NOZZLE VARIES (SEE IRRIGATION PLAN) FINISH GRADE ROTOR POP-UP SPRINKLER TRIPLE SWING JOINT ASSEMBLY, 1" DIA. X 12" SCH 40 PVC LATERAL NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS POP-UP ROTOR HEAD PVC SCH 40 TEE OR ELL SLIP x FIPT x SLIP -2018-MCK-07 \ / 1/8" = 1'-0" P-2018-MCK-43 10" DIA. VALVE BOX W/ LOCKING LID, EXTENSIONS (AS REQ'D) FINISH GRADE REMOTE CONTROL VALVE TRUE UNION PVC BALL `�/\\��\\��\ \\�/��/j�/j \�!%//i\/ MANUAL DRAIN BALL VALVE WITH SCH. 80 VALVE W/ LONG KEY FOR NIPPLES z OPERATION N ~ SCH 40 PVC MAIN LINE SCH 80 PVC ELL OR TEE W/ REDUCER X SCH 80 3/4" PVC ELLS W/ IPVC NIPPLES IN BETWEEN 3/4" SCH 80 PVC STREET Z ELL W/ 6" LENGTH OF PVC z PIPE W/ HOLES DRILLED FOR DRAIN LINE SUPPORT VALVE BOX 1/2 CU YD OF PEA GRAVEL WITH (4) BRICKS-TYP. MAINLINE NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS. SCH. 40 RISER rn_NMANUAL DRAIN VALVE WITH SUMP NTS P-2018-MCK-7 of WAS R . S �i���111�1�To Know what's below. Call before you dig. � O P . o,3 �\ c'I PE ARG 11.07.2019 1�� �1►169:1�•L�:1:7y_�il• NOTES: • DIMENSIONS ARE MINIMUM CLEARANCES. DO NOT TAPE OR BUNDLE WIRES IN SLEEVES. z ASPHALT, CONCRETE, MASONRY OR — CRUSHED ROCK SURFACE P-2018-MCK-80 6"MAX 4. a a w Q o g w z_T J J Z Of� w = J NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS POP-UP SPRAY HEAD 1/8" = 1'-0" P-2018-MCK-03 POURED IN -PLACE CONCRETE, 120 LBS. MINIMUM, TYPICAL 45 DEG. ELBOW TEE FINISHED GRADE 90 DEG. ELBOW UTILITY BOX. . ' END OF LINE 4- A. .• ;' ,. CAPPED SECTION VIEW THRUST BLOCKING P-2018-MCK-04 10" DIAMETER VALVE BOX. HEAD BRAND "QVC" ON LID Q WITH 2" HIGH CHARACTERS. w QC \/ 0-1 C/i ¢ ¢ SPRAY NOZZLE (SEE IRRIGATION PLAN) Z LU ¢ ¢ J m FLUSH w/ FINISHED GRADE 12" MAX (TOP OF MULCH) IN BED AREAS 6" MIN. z_ x U) U) ¢ J z FINISH GRADE _ FINISHED GRADE. LL N N POP UP SPRAY HEAD OR IIIIII—III I III � —III FLOOD BUBBLER I—IIII =1 ( 1III—III QUICK COUPLING VALVE AS TRIPLE SWING JOINT ASSEMBLY, SPECIFIED. 1/2" DIA. X 12" TWO STAINLESS — SCH. 80 NIPPLE, LENGTH AS REQ. STEEL CLAMPS. 6" DEEP LAYER OF 3/4" LATERAL PIPE o o CRUSHED ROCK. 000 3" PVC SCHEDULE 80 NIPPLE. 1/2" X 36" GALV PVC SCH 40 TEE OR ELL STEEL PIPE. • SLIP x FIPT x SLIP THREE PVC SCH 80 ELLS. 12" PVC SCHEDULE 80 NIPPLE. QUICK COUPLER IN VALVE BOX 7 P-2018-MCK-4' 1 1 /2" = 1'-0" CONSTRUCTION RECORD DRAWINGS 1 ALTERNATE BID NO 1: SOCCER FIELD IMPROVEMENTS AG 1/28/19 KG SURVEYED: DESIGNED: ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF - DRAWN: MS THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED ONNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK TA C O M A • SEATTLE • SPOKANE •TRI-CITIES CHECKED: KG AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. 6th Avenue,, Suite WA WEB NO. REVISION BY DATE AP P R APPROVED: 201 260 TEL 7.24290F�Seat om J. Morse SCALE AS SHOWN HORIZONTAAL L r D igw/mi NV f-) DA CITY OF ME RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF INN ONE INCH SCALE ACCORDINGLY z 0 ¢ RCV 0 IV BOXES cm TYP. ro EDGE OF LAWN OR BED NOTES: EDGE OF PAVING 1. CENTER BOX OVER VALVE TO FACILITATE REMOVAL & SERVICING. 2. SET BOXES PARALLEL TO EACH OTHER & PERPENDICULAR TO BED EDGE. 3. AVOID OVER -COMPACTION TO PREVENT DEFORMATION & COLLAPSE OF BOX. VALVE BOX INSTALLATION 3/4" = V-0" N C) C) 00 T LJ C) 0 i 00 �IIII j z O Q IIIII O z w r� vJ % 0 KEYMAP ui Q J R-402832 _j O IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 2 U U) w 0 0 DATE McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS 11/07/2019 = RENTON SCHOOL DISTRICT FlaoeDDK: (D PAGE: _ DRAWING NO: z IRRIGATION DETAILS r. O SHEET0 2 �32 2