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HomeMy WebLinkAboutR-413738Fqa 1 0 LU 6" [152mm] 6" [152mm] 3/4" [19mm] 3 1/2" [89mm] 1" [25mm] 2 1/2" [64mm] 1" [25mm] 1" [25mm] 1 1/4" [32mm] (4) 1" [25mm] DIA. LIFT HOLES �� 00000 00000 } BOLT GRATE TO FRAME w/ (2) 3/8-16 X 2 1/2" STNLS. STL. FLATHEAD CAPSCREWS 90370 NEENAN \ Q \ \ \ I E F BOLT GRATE TO FRAME w/ (2) 3/8-16 X 2 1/2" STNLS. STL. FLATHEAD CAPSCREWS / \ \ _E}ID E F O O O O O 0 E N E E � � O — E F o E E E E E E 00000 00 I O Q Q DucmE IRON E N - u � � N N ( ` I 0 F E I-F � `� � \ � N N N � O O O O O O O O O O ATE BoFD0 TNL ( )1/213X 5SS. STL. O O O FLAT HEAD CAPSCREWS 00 � � N N N N r7 3/4" [19mm] E 1 3/4" [44mm] 001 3/4" [44mm] 00 26 5/8" [676mm] 25 1/8" [638mm] 3/4" [19mm] 24 7/8" [632mm] 5" [127mm] 5 3/4" [146mm] 3 1/2" [89mm] 6" [152mm] 00 6" [152mm] 00 TYP. 1 1/4 TY132mm] F. LOAD RATING: CAPABLE OF WITHSTANDING MINIMUM 100,000-POUND LOADS PER FAA ADVISORY AC No. 150/5320-60 uVt 44 7J APPENDIX 3.2.d(1 ) NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC] COMPONENT NOS.: FRAME 6052-0020; LID 6052-0227 MATERIAL: FRAME - CAST GRAY IRON ASTM A-48, CLASS 35B NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC] COMPONENT NOS.: FRAME 6052-0020; GRATE 2565-0020 MATERIAL: FRAME - CAST GRAY IRON ASTM A-48, CLASS 35B 1" [25mm] NOTE: ALL DIMENSIONS COMPONENT NOS.: SHOWN ARE IN ENGLISH AND [METRIC] FRAME 3480-0003; GRATE 3480-0002 LID - CAST DUCTILE IRON. ASTM A-536, 55 + KSI YIELD GRATE - CAST DUCTILE IRON. ASTM A536, 55 + KSI YIELD 25" [635mm] MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B FINISH: NO PAINT FINISH: NO PAINT FINISH: NO PAINT WEIGHT: FRAME 295#; LID 185# WEIGHT: FRAME 295#; GRATE 194# 27" [686mm] WEIGHT: FRAME 206#; GRATE 376# DR. SMA SCALE TITLE: R-3491—HL DR. CSK SCALE TITLE: R-3491—HG DR. CSK SCALE TITLE: R-3480—A CH. 1/8"=1 FRAME AND LID, BOLTED CH. 1/8"=1" FRAME AND GRATE, BOLTED CH. 1 : 8 FRAME AND TYPE A GRATE, BOLTED DIM CHK. APP. NEENAH FOUNDRY COMPANY - 3491 18TOB DIM CHK. APP. NEENAH 2-13-2oo2 REMSED CATALOG NUMBER MA Z FOUNDRY COMPANY — 3491 168 B 1 01-09-2014 ADDED LOADING NOTE ARE. GAG RKB SPT DIM CHK. NEENAH FOUNDRY COMPANY — 348� 495 �, CAD DWG. REF: 349118D.DWG— 1 DATE 04-01-2004 NEENAH w�sco„SIN saese CAD DWG. REF: 3491168.DWG— 2 DATE 02-10-2000 DATE REVISION INr NEENAH MscoNSIN sass CAD DWG. REF: 3480495.DWG— 2 DATE REVISION DR CH APP DATE 01-06-2000 NEENAH wscoNsw saws NEENAH R 3491 H L FRAME AND S0 LD D SCALE: NTS (2) TYPE 'SA' HINGES 4 3/16" �{ 1'V •.�.-� IW ...�. I, ■••IJit JI •InL.f NI INN, q,1111'L 4 w 1 11�1� JI�I Ii�I �0I Il�lNi 1911 lI IA �11 �4 Illl■ 1' q ■ia 101 11211 lU111f ■a'T 1 '.�nlr.r1 1•_:17 !/' ■VIIIPII'. rll • ri• r i �•G•iiL• FOR ,I I�I■� (TYP. 2 PLACES) • 1 LID BOLTED ,. > M 1 CAP SCREW I WASHER - .. NEI C5121 C296, C302—C303 SPRING ASSIST PER NF-T994 (SHOWN IN WOUND POSITION) ° a rl SAFETY ARM (DISENGAGED) SAFETY ARM/ (ENGAGED) SPRING ASSIST PER NF-T994 STAINLESS STEEL 17-7 (SHOWN IN UNWOUND POSITION) NEENAH R 3491 H G FRAME AND GRATE SCALE: NTS — i I (1) HOLD DOWN LATCH - DUCTILE IRON E- — — SE-CX' ON --mn TAND -CLITAR rt1� nPIS-OflE— — SEE DRAWING NF-T960 FOR LATCH DETAILS 1/2" [13mm] HIGH ENGRAVED LETTERS (1) HOLD DOWN LATCH RELEASE LEVER ON A FLAT AREA W/ NO PERMAGRIP 14 3/4" (HEX. HD. DEEP SOCKET WELDED TO FREE OPEN AREA IS 3.0 SQ. FT. FAB. STEEL T-HANDLE PER NF-T966) 42" X 42" NOTE: CONFORMS TO MINIMUM 100,000-POUND LOADS PER FAA ADVISORY 38 3/8" X 38 3/8" - 14 CIRCULAR AC 150/5320-6D APPENDIX 3 ITEM 2.11D.(1). 4 (ACTUAL PROOF LOAD IS 185,000-POUND ON A 9" X 9" CONTACT AREA.) �301/4" RAID. INCLUDED IN THIS UNIT . TYP. MEETS FASTENING REQUIREMENT PER FAA ADVISORY CIRCULAR AC 150/5370-10A I 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. 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# 1" 35" 36" X 36" NEENAH FOUNDRY FRAME AND GRATE (R-3498-R2GS SCALE: NTS C5121 C296, C302—C303 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A CI PROJECT RT TWN 04.13.16 - APRON A CI PROJECT - SITE DCN-06 RT TWN 09.27.16 - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 - APRON A CI PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 - APRON A CI PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 - APRON A CI PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 C5121 C296, C302—C303 Acc.e..,,ss Hatch Model "HHS" and "HHD" (H-30 Rating) Aluminum Access Doors Both type "HHS" and type "HHD" features reinforcing channel framework that transfers the the load from the 3/8" aluminum diamond plate door leaf to the door frame, and our stainless steel spring lift makes the opening of our hatch doors easy. The locking support arm holds the doors open automatically. We use 3/8" neoprene to achieve a weather -tight seal. All hardware used on our hatches is stainless steel, 300 series, except the 1 V2" aluminum drain coupling and the removable handle used for acces into the hatch. All LW HATCHES are provided with a se f- latching stainless steel slam lock and with a recess d padlock hasp so they can be locked with a padlock. All type "HHS" and type "HHD" doors are designed for use in street locations where subjected to higher density traffic. May be cast in an 8" slab. Type "HHS" (Single -leaf door) STANDARD SIZE Type "HHD" (Double -leaf door) STANDARD SIZE NEENAH R 3480 A FRAME AND GRATE SCALE: NTS LW PRODUCTS COMPANY, INC. "ACCESS DOORS BUILT TO LAST" 8333 -219`h Street SE, Building A Woodinville, Washington 98072 Phone (425) 483-0300 Fax (425)485-2058 41•n Lcd. Type "HHS" (Single -Leaf Door) Spring Agsim CyMdu - Drains'•" H.1d P- r saaririg shax i VNh Dia union Type "HHD" (Double -Leaf Door) Part # A B C D E F G HHS-1 24"x24" 24"x30" 24"x36" 24"x42" 24"x48" 24"x60" 24"x72" HHS-2 30"x30" 30"x36" 30"x42" 30"x48" 30"x60" 30"x72" 30"x84" HHS-3 36"x36" 36"x42" 36"x48" 36"40" 36"x72" 36"x84" 36"x96" HHS-4 42"x42" 42"x48" 42"x60" 42"x72" 42"x84" 42N96" 42"x108" HHS-5 48"x48" 48N60" 48N84" 48N96" 48N108" Part # A B C D E F HHD-1 36"x48" 36"x60" 36"x72" 36"x84" 36"x96" HHD-2 42"x42" 42"x48" 42"x60" 42"x72" 42"x84" 42"x96" HHD-3 48"x48" 48"x60" 48"x72" 48"x84" I 48"x96" HHD-4 60"x60" 60"x72" 60"x84" 60"x96" 60"x108" 60"x120" HHD-5 72"x72" 72"x84" 72"x96" 72NII08" 72"x120" 72NII32" LW PRODUCTS ACCESS HATCH HHS & HHD SCALE: NTS Q� ""A/NG` C'- ACCEPTABILITY R. TEMPLADO �� THIS DESIGN AND/OR CHECKED C F IVA3H�'f. .0 SPECIFICATION IS APPROVED T. NEU ENGINEER F ` APPROVED BY DEPT. DATE T. NEU CHECKED p sari° D. MURATA ,r F�1A51T�[R� APPROVED �1I- onxfun TradPlate T dP6te C512 1 C296, 0302—C303 C512 I C296, C302—C303 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 41 E SUBTITLE 09.29.20 STORM DRAINAGE DETAILS 09.29.20 DEVELOPMENT ENGINEERING jcha ez 05/05/2021 (D PERMIT SUBMITTAL DESIGN BY DOWL R-413738 09.29.20 I TITLE APRON A —SITE STORMWATER IMPROVEMENTS (STALLS A3—A7 09 SITE 05-YD CIVIL MASTER RENTON, WA I DWI No. DATE 09.29.20 BOWL REVISION SYMBOL DATE W5184605 — 09.29.20 C512 C35cl rn N 05—APRON—A—0512