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HomeMy WebLinkAboutR_401386C'7 V- O O 0 W 75 N N 00 N L 0 z 0 0 ca J INLET PIPE L— SAFE DRAIN VAULT ELEVATION DU/-\LL. IV I J iN]h^INNiNO3 I�Z!��Id�\!_le�Z4�1oh1E�C'i�� iiimlm ulf� lr;loii�'� � i� �h:ii%il�i !I�•�II Yl.,,:�la, .IIli1�l. .I�I��111����,'IW'�IIJIII9 IIIYIN�IIIrLii.�.l.�i■I.�� i■Ill� �Ill�i�ii�i_ii�_ .iJ11 ■IIIW�II Ilmllullunl�'niiWl■IiI„ �,I�I■Iluuni jnill,uliu�li Ii■II+IIIIIIIII■ 1111�1■ Ill�lr\'ll•II \e� lippl ipil \� _J L_ d CONTANMENT SAFE DRAIN VAULT PLAN SCALE: NTS i Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION - APRON R INFRASTRUCTURE W4700331 FINISHED GRADE 'E B 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-R2GS, OR EQUIVALENT. 1211 3. SHALLOW GROUND WATER (APPROX 4.5' OR TEXT 4" HIGH, BLACK SHALLOWER PER GEOTECH REPORT). SAFE DRAIN ISOLATION OPERATION 1. THE SAFE DRAIN CATCH BASIN AFT OF THE AIRCRAFT MAIN GEAR HAS SURFACE GRADING DRAINING TO THE GRATE. 2. DURING THE SAFE DRAIN VALVE INSTALLATION, ENSURE THE SAFE DRAIN CLOSING WHEEL IS ALIGNED DIRECTLY UNDERNEATH A HOLE IN THE GRATE ABOVE. THE SAFE DRAIN TOOL SHALL BE ABLE TO REACH THE CLOSING A WHEEL WHILE THE GRATE IS CLOSED. - 3. THE SAFE DRAIN BUTTERFLY VALVE IS VISIBLE THROUGH THE GRATE. IF THE BUTTERFLY VALVE DISC IS VERTICAL W THE VALVE IS OPEN. IF THE VALVE DISC IS HORIZONTAL THE VALVE IS CLOSED. L� 4. THE SAFE DRAIN VALVE IS NORMALLY OPEN TO PASS STORMWATER RUNOFF. 12" WIDE YELLOW 5. THE SAFE DRAIN VALVE MAY BE OPERATED BY OPENING TRAFFIC COLLAR THE GRATE AND TURNING THE HAND WHEEL. ALTERNATIVELY THE VALVE KEY CAN BE INSERTED THROUGH THE GRATE, PLACED UPON THE VALVE NUT AND TURNED. 6. SPILL STORAGE CAPACITY WITHIN THE SAFE DRAIN IS APPROXIMATELY 120 GALLONS. 7. DEFAULT POSITION: THE SAFE DRAIN VALVES LEFT OPEN AND MANUALLY CLOSED IN THE EVENT OF A SPILL. 8. THE SAFE DRAIN CATCH BASIN IS NOT ELECTRONICALLY MONITORED. IN THE EVENT OF A SPILL REPORT AS REQUIRED AND HAVE THE SAFE DRAIN CATCH BASIN EVACUATED OF ACCUMULATED CONTAMINANTS. CAFE nQAINI WAI II T ANIF) r-QATF nFTAII C 0500-3A SCALE: NTS C500-313,C500-3C C500-3D,C500-3F BY APPROVED DATE SYM REVISION BY APPROVED ABAM I SPT 06/08/18 DATE FINISHED GRADE SAFE DRAIN VAULT ELEVATION SCALE: NTS (2) TYPE 'SA' HINGES 4 3/16" N !►99�mMOWN 11- ;!T •('1! TI !(�l , , ■" ., (tea 1! !f !,.Ln anl.�lill0ol IWI.IY,, r;•I■�I '1I{.I=,YILlFill ;Rmilil�minr iin�lm mil �u1111\I1i_. ■��lo!ll ll l.11 mill IIIWIII�+Inlii� �Irl�l��ir:■Illy �Ill�■1��1�inl�, �iiu+1,�1111Yg1 lJ; IlU ;U: lJ l J �iJ 1il iil J O • ADJUSTABILITY U U U FRAMEBOLTED \• CAPSCREW AND WASHER 00 Ln 1 DOWN RELEASE LEVER VALVE WHEW SAFE DRAII INSERT 4'-2" 3" 4'-8„ 0 I VALVE AND FILTER VALVE WHEEL TD-1 SAFE DRAIN BASIN SAFE DRAIN INSERT DETAIL SCALE: NTS SPRING ASSIST PER NF-T994 (SHOWN IN WOUND POSITION) DI M VALVE AND FILTER SAFETY ARMJ (ENGAGED) FPS SPRING ASSIST PER NF—T994 III ,uz STAINLESS STEEL 17-7 IIII 1a- (SHOWN IN UNWOUND POSITION) IIII I wo I SAFETY ARM IIII go (DISENGAGED) I � I III I III I I I I (1) HOLD DOWN LATCH - DUCTILE IRON SEE DRAWING NF-T960 FOR LATCH DETAILS ON A FLAT AREA W/ NO PERMAGRIP FAB. STEEL T-HANDLE PER NF-T966) FREE OPEN AREA IS 3.0 SO. FT. 42" X 42" NOTE: CONFORMS TO MINIMUM 100,000-POUND LOADS PER FAA ADVISORY 38 3/8" X 38 3/8" CIRCULAR AC 150/5320-6D APPENDIX 3 ITEM 2.D.(1). (ACTUAL PROOF LOAD IS 185,000-POUND ON A 9" X 9" CONTACT AREA.) -130' 1/4" RAID. TYP. - MEETS FASTENING REQUIREMENT PER FAA ADVISORY CIRCULAR AC 150/5370-10A KITS INCLUDED IN THIS UNIT COMPONENT NO.'S: FRAME 3498-2236, GRATE 3498-3136 1 X 81710 -SAFETY ARM MATERIAL: FRAME - CAST GRAY IRON ASTM A-48, CLASS 35B 1 X 81990 - LATCH KIT 2 X 91558 - BOLTING KIT GRATE - CAST DUCTILE IRON ASTM A536, 55 + KSI. III III I I III 1 X 81981 - SPRINGS KIT FINISH: NO PAINT PER FAA ADVISORY CIRCULAR AC 150/5370-10A WEIGHT: FRAME 207#, GRATE APPROX. 415# SPRING ASSIST ASSEMBLY APPROX. 54# P. of WAsh� �f BOE//V" �P �1 x 31271 w� ��ssioNaL NEENAH FOUNDRY FRAME AND GRATE - R3498-R2GS SCALE NTS CIVIL PERMIT ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE BEE )AI L SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE STORM DRAINAGE DETAILS -SHEET 1 APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE R-401386 IN COMPLIANCE WITH CITY OF RENTON STANDARDSUR DEVELOPMENT ENGINEERING SFACE WATER UTILITY atowler 12/20/201801 rstraka 12/20/2018 Ul 4 W4700331 — 06/08/18 SHEET C500-3Z C69- JOB N0. COMP NO. W4700331 RENTON, WA DWG N0. 4—APRON—R—0500-3Z