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HomeMy WebLinkAboutR-419525LO _O O 0 W A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE v pa pQ.. v. v. Q c_ c C G G _ p d a'a' a d v .Q 4 d C °" a v v a ° yr" a cv Q' °°" " .° ." o 0 53 °° N T. 55 DUGOUT° & RO F r,54 DUGOUT V. a A. P° C4.4 a° 4SUPPORT SEC 10.: END WALL° ELEV. . v pa r55 STOAE° WA a v ° ASH VCPT aALE SHELF ap a Q " 4 SB REE p. OOTR DUF d 3Y T a: POST &:SCREEN v Ivy " p TYPa r--.. v ----------- --- - X--�XX - a XX-" ° -X -- - - -X - X�--X -- X -- --X---X o -X a a ° ° v.' A v" d N v4 p a a a TR Sli l a >Q EDGE OFp' aa . < DUGOUT ° a I II Q a ° a DUGOUT ROOF . ° °BEN ° ". a �, v ° d a. » , p a" NO ° a c .Q . . 6 ' °- Q v a.. a CD Nva ° ° a a o a: a :" "° a 424.997(TYP) a Qa I � a ° 8 v p d' 0 I a"Q. a. v:.1III a• G TC/Pa425.00(YP) ." C 4 ° 57 BAT C4 a. ° ; v : : av:I p.:. I Q° TCAK a°GRATE a Qa a a° . aa,aa ° a .....:.. ..:.. • a : ::� ..'. o.' 1 '. iCT'X.-)i X i� X�7#7--v �Xrr.X� -X Y X- ii JC . .M- X�T�C-�S% )C-X�X... X. X. X��X :v %:�T%i : X4r �X�si(. ;a 3C X-.: :. �•. a...... .......... ...... ........, i............. .......... .... I ............... �, i........ ............ :,- '�=--'12" CONC. '�=�- ... . ......... - ..... TP=425.04 TYP 10'-0» I CURB 1 p'-0» I 10'-0» ..... I : : TP=425.04 TYP FG FIELD=425.00 TYP I FENCE FABRIC FG FIELD=425.00 TYP .... ......... ... ... NOTE: ....I::. 48 BACKSTOP POST I FOR DUGOUT ROOF 1 47 BACKSTOP POST c4.3 FOOTING TYP FRAMING SEE 52 c4.3 &FOOTING TYP ANGLED 1 c4.4 DUGOUT ROOF 20'-0" (DUGOUT AREA) OVERHANG (SEE DEfNLS) si DUGOUT PLAN VIEW 'ENLARGEMENT' C4.3 3/8" = 1'-0" ON FULL SIZE (30»x42") 0 8" 16" 327 10'-0" 2„ , 9p_8» 2» rf 2x6 GALV. STEEL ROOF PURLIN END/FASCIA (TYP) -_ 2x4 GALV STEEL ROOF SUPPORT PURLINS AT 30" O.C. (TYP) 2x6 GALV. STEELi--�-J ELEV=433.21 ELEV=433.21-- ROOF SUPPORTS (TYP)} BACKSTOP MID RAIL (TYP) 4"O.D.� BACKSTOP POST (TYP) TS=499.50 AT FIELD 12" (MIN )- 10'-0" 1 47O.D. ANGLED ROOF I SUPPORT POST (TYP) I ' DUGOUT BENCH & SHELF (SEE SPECS), SURFACE MOUNT LEVEL AND PLUMB PER MANUFACTURERS RECOMMENDATIONS / ram-• TC=425.04 GRATE=424.99 NOTE: FIRST BASE LINE DUGOUT SHOWN, THIRD BASE LINE SIMILAR) -DUGOUT ROOF SUPPORT POST (BEYOND) -20 GA. CORRUGATED STEEL ROOFING PANELS ATTACH TO FRAMING WITH #12 x 1" LONG TEK SCREWS & NEOPRENE WASHERS (SIDE LAPS SHALL BE SECURED WITH #12 x 78" LONG TEK SCREWS & NEOPRENE WASHERS), SPACING OF ALL SCREWS PER STEEL ROOFING PANEL MANUFACTURER (TYP) -1.667O.D. TOP RAIL, SET FLUSH W/PLAZA SIDE FACE OF POSTS -9 GA CORE WIRE FABRIC (TYP) -1.66"O.D. MID RAIL, SET FLUSH W/PLAZA SIDE FACE OF POSTS 56 DUGOUT ROOF c4.4 POST MOUNTING -TP=425.17 28 CONC. c4.1 PAVING INA D .. °" 131. T�Qr D Ell » » D 4.. 18 DIA.x36 DEPTH CONC. - FOOTING AT EACH POST =1I I i I- I (SEE DETAIL 56 TYP) "'° n "•. 'D I- ' III I 1(- DUGOUT ROOF CONSTRUCTION NOTES: c4.4 • ROOF SUPPORTS - 2x6 GALVANIZED TUBE STEEL; BOLT 2x6 TS ROOF SUPPORTS TO 40.D. BACKSTOP AND ANGLED ROOF SUPPORT POSTS WITH TWO (2) h" DIA.x8" M.B. AT EACH POST. • ROOF PURLINS - 2x4 GALVANIZED TUBE STEEL; WELD 2x4 TS ROOF PURLINS AT 30" O.C. TO 2x6 TS ROOF SUPPORTS FLUSH WITH TOP OF SUPPORTS (END ROOF PURLIN/FASCIAS ARE 2x6). • ANGLED ROOF SUPPORT POSTS - 4"O.D. GALVANIZED STEEL, BENT (4;W ABOVE BASE) AT 15 DEGREE ANGLE TO MATCH BACKSTOP POSTS; WITH WELDED Y2" STEEL PLATE MOUNTING BASE (SEE DETAILS); BOLT 2x6 TS 71 ROOF SUPPORTS TO 4 O.D. POSTS. • TOP, MID AND/OR BOTTOM RAILS - 1.66"O.D. GALVANIZED STEEL; COUPLE TO 4O.D. POSTS FLUSH WITH PLAZA SIDE OF POSTS (SET ALL RAILS LEVEL). • 4" AEP METAL ROOF FLASHING TO BE INSTALLED AROUND PERIMETER OF ROOF AND METAL ROOFING CONNECTIONS. • PROVIDE CORREGATED CLOSURE STRIP (VISTA FOAM) AT EACH PERLIN. ('5_5 DUGOUT & ROOF SUPPORT SECTION �.4 1 /2" = 1'-0" ON FULL SIZE (30" x42» ) 0 6" 12" 24" 52 DUGOUT C4.4 ROOF FRAMING ELEV=433.49 10'-0" 10'-0" 61Y16' 7Y4» 132Yl6"f I3678"f 43Y8"t �� DUGOUT ROOFING ELEV=437.42 27'-6 ELEV=436.90 i L I FV=435.4n 15° u - _- LEV=433.90 -ELEV=433.21 ' ���i�i��►'�ii•��w��y��•►�i`'�z�i���i�i'�ii i�%►i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�' U.114MM, Zeal - was I - - - • • Boom - • C4.4 114 = 1'-0" ON FULL SIZE (30" x42» ) 0 12" 24" 48" 4"O.D. ANGLED ROOF SUPPORT POST (TYP) B 10" O.D. Y2" STL. MOUNTING BCONC. PAVING PLATE (TYP) o Fi °o C D: o 0 0 I EXP.BOLTSi::d (TYP)4 - CONC. POST FOOTING I 1 " I, 1 1I I B SECTION AA (AS VIEWED FROM PLAZA SIDE) 1, DD (a �L 4" 0. D. / POST (00 1CO. D. I I Y2" STL. MOUNTING I 5„t PLATE (TYP) 10la MOUNTING PLATE -PLAN (4)% x8 10" 0. D. Y2" STL. 15° EXP.BOLTS ° MOUNTING () TYP 4"O.D. ANGLED PLATE (TYP) ROOF SUPPORT 1.66"O.D. 4 ' ( ) 10"O.D. Y2" STL. „ °°4 O.D. °ate; POST POST TYP i MOUNTING PLATE, RAILS (TYP) WELDED TO BASE :r °. N f .- OF POST (TYP) AID °:_:a_ A _. D I D I.I. .. •A D CONC. POST",r. I D FOOTING a s ,.. :. ' .1� �1`.: ° ' �:: o'. i if A D ON -:SF RINK 6.. Ial .. tul. le rl GROUT (Y2"f ) PLAZA SIDE POST -PLAN SECTIOND BB (3 TOTAL PER DUGOUT) (4)W'0x8" - EXP. BOLTS, NUTS, & WASHERS (EQUALLY SPACED TYP) 1-1/2" = 1'-0" ss\ DUGOUT ROOF POST MOUNTING DETAILS C4.4 3/4" = 1'-0" ON FULL SIZE (30»x42») (UNLESS NOTED OTHERWISE) 0 4" 8" 16" 27'-6" (DUGOUT ROOF FRAMING) O cV O 0 cV d- /�V Vr1LY. J I LLL d- VML-V J I LLL ROOF PURLIN/END ROOF SUPPORT d- Vr%L.V J I LLL ROOF SUPPORTS d- Vr%L.V J I LLL ROOF PURLIN/END FASCIA (TYP) PURLINS AT (BOLTED TO FASCIA (TYP) 30" O.C. (TYP) POSTS, TYP) 52 DUGOUT ROOF FRAMING - PLAN VIEW C4.4 �..,� 1/4" = 1'-0" ON FULL SIZE (30"x42") 0 12" 24" 48" 2» 9'-8" 2» i LEVEL BACKSTOP 1.66"O.D. RAI LS (TYP) 9 GA CORE - WIRE FABRIC (TYP) FG AT FIELD 52 DUGOUT C4.4 ROOF FRAMING DUGOUT ROOFING 47O.D. ANGLED ROOF SUPPORT POST (TYP) NOTE: SET FABRIC AND BOTTOM RAIL TO PROVIDE MAX. 2" CLEARANCE TO PAVING LO �vrv�. rr,virv� 56 DUGOUT ROOF ca.�,4 POST BASE (TYP) 54 DUGOUT END WALL ELEVATION C4.4 iEi..,�� 114 = 1'-0" ON FULL SIZE (30"x42" ) 0 12" 24" 48" 10'-2" (FIELD VERIFY) 9'-8" (FIELD VERIFY) Y2 3Y2 CARR. BOLTS (TYP) 3Y2 Y2 ?" I GUSSET (TYP) I?" 3Y2" i I 1.667O.D. MID i 3Y2" RAILS (TYP) I I - R=2" R=27-/ 4"O.D. BACKSTOP POSTS PLAN VIEW 1" = 1'-0" ON 0 3" 6" 12" FULL SIZE (30" x42" ) BAT RACK NOTES: • FIELD VERIFY POST SPACING PRIOR TO FABRICATION • BAT RACK IS Y4" THICK STEEL SHEET 10'-2" IN LENGTH. SHEET IS BENT AT 99 ANGLES W/RADIUS OF Y4" • EASE ALL EDGES • PROVIDE (2),Y8"x1"HORIZ. HOLE/SLOTS IN EACH END OF BAT RACK FOR CARRIAGE BOLT INSTALLATION • HOT DIP GALVANIZE AFTER FABRICATION, GRIND OFF ALL BURRS • BOLT TO 4"O.D. POSTS AS SHOWN W/(4)Y2" DIA. GALV. CARRIAGE BOLTS, WASHERS & NUTS (INSTALL WITH NUTS ON DUGOUT SIDE), PEEN BOLT ENDS FOR SAFETY • ONE BAT RACK IS REQUIRED AT EACH DUGOUT (*5'_�7BAT RACK DETAILS C4.4 % SCALE : AS NOTED EASE ALL EDGES PARTIAL PLAN 1" = 3" ON 0 Y 1 v2" 3" FULL SIZE (30" x42" ) 3Y2» R=Y4" (TYP) v CARRI E BOLT HO CV C CARRIAGE BOLT HOLE 2" Y4" THICK (Q 27) METAL GUSSET PLATE, WELD TO ANGLE, 5Y2" FROM EACH END AND 20" O.C. (6 TOTAL) SECTION CC pm 3/4" = 1'-0" ON 0 4� 16" FULL SIZE (30" x42" ) r= ao mm wNN o� C: D cc 0 LL C LD 'A rn o 3`c w �U�� L) Q� O C Z. 0 �p M Na C Y �m W a 33 J(n n3 m LO Sri � Q Z � Y 2 � � Q U Q N 0 ^A� Z o�w wzN zo Q=w WZ �u)V cno (nQJ Uw J� a w �IIYI C0 J o a 0 +-) W � � 0 a� 06 `-4 M (i) Z 0 ~ � o LU a � p W P4 °r_j I~ W � Cd 17501 SCALE: NOTED CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-C4.1-C4.7.DWG Plotted: 4.07.22-10.16 By.(rvissio) BID #: C4A R-419525 Sheet 25 of 40