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HomeMy WebLinkAboutR_401316675 N N co 0 N L 0 z E 0 c 0 A 0 ca J a FRAME AND GRATE SPRING ASSIST ° ° a. a. 4, VAULT LID °. a a° ° e e a Tn O O a O O ° a. O O PRESSURE RELIEF VALVE a a a s a °. °. ° a a 6'-6 1/2" MIN. P RV VAULT ELEVATION M510-4 SCALE: NTS PRECAST VAULT 1. VAULT IS TO BE AIRPLANE RATED PER LOADS ON SHEET G2. 2. LID NEEDS TO BE AIRCRAFT RATED WITH LIFT ASSIST. NEENAH FRAME AND GRATE ASSEMBLY R-3498-R2S, OR EQUIVALENT. 3. VERIFY LOCATION OF INCOMING AND OUTGOING PIPES BEFORE CREATING KNOCKOUTS. 4. SHALLOW GROUND WATER (APPROX 4.5' OR SHALLOWER PER GEOTECH REPORT). 12" DRAIN OUT OF VAULT MATCH EXISTING LOCATION AND ELEVATION. VERIFY POSITION IN FIELD PRIOR TO FABRICATION OF VAULT. 6" FII INTO 5'-0 1/2" MIN. P RV VAULT ELEVATION M5510-4 SCALE: NTS SEE STRIPING PLAN FOR VAULT STRIPING NEENAH FOUNDRY -- -- FRAME AND GRATE ---- r----teR-3498-R2S OR APPROVED SIMILAR I I I ii ,r i1 �I I I III II II II II IIII I I III II II II II IIII I I III II II II II ICI I A I--:��----�P — I M510-4 L ---- J I II — II I u u dr--I WE CXU I WE wmm3zz-- 6" FIRE INTO VAULT P RV VAULT PLAN- SCALE: NTS SYM REVISION BY APPROVED DATE SYM - APRON R INFRASTRUCTURE W4700331 ABAM I MGW 06/08/18 J REVISION RAIN OUT OF VAULT FIRE PRESSURE RELIEF VALVE VAULT DETAILS M262 SCALE: NTS BY I APPROVED I DATE SEPARATE FIRE PERMITS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY P. of WA,/ �f BOE//V" �P �1 x 31271 w� ��ssioNai✓ (2) TYPE "SA" HINGES 4" —1 W� ..,_,.._L.�-.�IllA7 EXIST P R V VAULT SCHEMATIC M510-4 • SCALE: NTS 3/4" HIGH RECESSED LTRG. RAISED FLUSH f-Ml�•.. JJ"P. I'm�I.I.. 1— I 1/2" HIGH RECESSED LTRG. RAISED FLUSH 1" HIGH RECESSED LTRG. RAISED FLUSH I I � I I I (3) 7/8' DIA. HOLE ��_��,�::— I I THRU RIB ON LID L=— :::: _ I (TYP. 2 PLACES) I + I ®�®® rl!J_iA3�''11�i (1) AS -CAST HANDLE J 3/4- HIGH RECESSED ■1 42" X 42" 38 3/8" x 38 3/8" ii Im 4 3/16" a 10 3/4" — x FRAME AND LID BOLTED M W/ (2) 1/2" S.S. HEX. HD. CAP SCREW AND WASHER (1) HOLD DOWN LATCH RELEASE LEVER ((HEX. HD. DEEP SOCKET WELDED TO FAB. STEEL T—HANDLE PER NF—T966) TYPE "C" LID DESIGN W/ PERMAGRIP TEXTURE XISTING CONCRETE OUTLET PIPE TO LAKE WASHINGTON - SPRING ASSIST PER NF-T994 (SHOWN IN WOUND POSITION) SAFETY ARM (ENGAGED) SAFETY ARM (DISENGAGED) SPRING ASSIST PER NF-T994 STAINLESS STEEL 17-7 (SHOWN IN UNWOUND POSITION) !PW-- (1) HOLD DOWN LATCH - DUCTILE IRON SEE DRAWING NF-T960 FOR LATCH DETAILS KITS INCLUDED IN THIS UNIT 1 X 81706 - SAFETY ARM 1 X 81990 - LATCH KIT 2 X 91558 - BOLTING KIT 1 X 81981 - SPRINGS KIT NOTE: CAPABLE OF WITHSTANDING MINIMUM 100,000-POUND LOADS PER FAA ADVISORY CIRCULAR AC 150/5320-6D APPENDIX 3 ITEM 2.D.(1). MEETS FASTENING REQUIREMENT PER FAA ADVISORY CIRCULAR AC 150/5370-10A COMPONENT NO'S: FRAME 3498-2236, LID 3498-0158 MATERIAL: FRAME - CAST GRAY IRON ASTM A-48, CLASS 35B LID - CAST DUCTILE IRON ASTM A536, 55 + KSI. FINISH: NO PAINT PER FAA ADVISORY CIRCULAR AC 150/5370-10A WEIGHT: FRAME 202#, LID 483#, SPRING ASSIST ASSEMBLY APPROX. 34# NEENAH FOUNDRY FRAME AND GRATE - R-3498 SCALE: NTS BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 ACCEPTABILITY DRAWN JLC DATE 06/08/18 SUBTITLE THIS DESIGN AND/OR SPECIFICATION IS APPROVED CHECKED SPT 06 08 18 ENGINEER JLC 06/08/18 TITLE APPROVED BY DEPT. I DATE CIVIL MASTER R2S CIVIL PERMIT, MECHANICAL DETAILS - SHEET 3 APRON R INFRASTRUCTURE RENTON SITE SITE R-4013166 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 — 06/08/18 SHEET M510-4 M23. JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4—APRON—R—M510-4