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HomeMy WebLinkAboutR-419526Ln TOM O W 0 / I BENCH ON CONC. kwwm HJ 1mv i r-UI �lirl ASPHALT PA SEE PLANS - A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE \ \ O r6_6 BASKETBALL COURT AREA — PLAN ENLARGEMENT �.2 1" = 10'-0" ON FULL SIZE (30"x42") 0 2.5' 5' 10' 1 Y2" COMPACTED DEPTH CLASS 3lg" PG 58-22 'G' ASPHALT CONCRETE PAVEMENT 2Y2" COMPACTED DEPTH CLASS Y2" PG 58-22 'B' ASPHALT CONCRETE PAVEMENT 6" COMPACTED DEPTH - CRUSHED SURFACING COMPACTED SUBGRADE (TO 95% OF MAX DRY DENSITY) COURT SURFACING MATERIAL (SEE SPECS) OUTSIDE KEY AREAS*: COLOR=GREEN INSIDE KEY AREAS*: COLOR=BLUE a 2N o)'p0O0ppppO000OoppO0o O0pp°pp0pQ0aOOoppp o O0Op°pppO00o00�op0o00a0�o��oppo°OppO�OO�°p0p OOO�p�OppoOOo��o�QpO0Oo��00pO 0p0 0Op N 000o00 00 0o000°o0°00 00000 0 1000'00�0pO 000 p00 0 00Q0°0-00000pp 0 ° 0;O0p00a000�p R pO� �p°pp0°pop Op O°00p°pop°pop jo00pp0p0p0pppOOppp 0o00opp0ppo0°°00ao-o-po0Oo0a°pO0po0p0o°00°0pO00op 0 0 )°0p°p000°p�p00ap°°pOpOpp0p0°o0000o.p°°°0Op0ppO00o0op0opa0°° 0' 0p0p --'�-' { NOTE: SEE LAYOUT DETAILS 60 FOR PLAY AREA COLOR DELINEATIONS �'S s� BASKETBALL COURT SURFACING C4.5 2" = 1'-d' ON FULL SIZE (3d'x42") 0 1 Y2" POST CAP 1.667O.D. TOP RAIL 9 GA. 1 Y4" MESH CHAIN LINK FENCE FABRIC (ON COURT SIDE) (10 �I 3.57O.D. GALV. STEEL FENCE LINE POSTS a_`" SLEEVED OVER EXISTING POSTS (TYP) NOTE: ATTACH FABRIC TO RAILS o AND POSTS WITH 11 GA. STL. TIES AT 12"O.C., DOUBLE WRAP 0 BOTH ENDS OF TIES (TYP) I 'n 1.667O.D. MID & BOTTOM RAILS TOP OF 6" 12" 4'-0" TRANSITION SOD EXISTING 11- 2" TO ADJ. GRADES ASPHALT ' SL 4" DEPTH TOPSOIL I II I I °O� J Oo ° 00p 1SAWCIUT �(ISTIN dVING EDGE 67t #4 REBAR�T I '- FROM CENTERLINE OF FENCE, INSTALL CONT. _ ��� \ " EXISTING I� NEW 12 WIDE x 12 DEEP CONCRETE FENCE POST \��� MOWSTRIP W/JOINTS AT EACH FENCE FOOTING- POST, MATCH TOP OF NEW MOWSTRIP WITH TOP OF EXISTING PAVING MATCH TOP OF TOPSOIL TO TOP OF =III=111- MOWSTRIP (TYP) 10' HIGH CHAIN LINK FENCE AND 64 CONC. MOWSTRIP AT TENNIS COURT C4.5 1 /2" = 1'-0" ON FULL SIZE (30" x42" ) 0 6" 12" 24" BASKETBALL HOOP & BACKBOARD, MOUNT PER MANUFACTURER F -- I��I I I I I I I '-0" 4 N STEEL BASKETBALL m HOOP POST, SET , r LOCATE POST PER o PLUMB I MANUFACTURER'S FINISHED GRADE I RECOMMENDATIONS ASPHALT COURT 2" WHITE COURT SURFACING I PAINT STRIPE Op 0°O OOp OGp O O O p 000pvO0p0� O O Q0000p OODp O O p, °. �' Op°0 pOp0pOpp•'p0v..pO�-p p.:Opp 0-no-K. 00 00 00 O O _ -� I I—III—� CLASS 3000 �— - = CONCRETE FOOTING I� �,-:,#4 _ -I� 77 NCHORA (9" LONG)- i �� FRONT VIEW �- SIDE VIEW 62 BASKETBALL BACKBOARD POST C4.5 I�'..�� 3/8" = 1'-0" ON FULL SIZE (30" x42" ) 0 8 16 32 SET TOP OF GATE AND FENCE RUSH (TYP) 3.5"O.D. FENCE POST SLEEVED OVER EXISTING POST AT GATE LOCKABLE GATE LATCH MALLEABLE FORK LATCH (INSURE FREE WRIST SWING SPACE) ss\ SINGLE SWING CHAIN LINK GATE C4.5 1 /4 = 1'-0" ON FULL SIZE (30" x42" ) 0 12" 24" 46' 12" 24" 1/2" (T 4 o.0 4 A C f ss\TENNIS COURT AREA —PLAN ENLARGEMENT C1.3 ;�;..,�� 1" = 10'-0" ON FULL SIZE (30"x42") 0 2.5' 5' 10' " SCH 10 PIPE (5.56" OD) 1" REVEALS (TYP) I010h.w. 0;3'.TIAFf►Mmm15611b LOCK WELL -FG FLUSH (TYP) 4-1/2" OD HOT DIP GALVANIZE D RECEIVER 1/2" HOLES FOR #3 REBAR IF REQUIRED REBAR BY OTHERS 2" MINIMUM RECEIVER MUST I3E INSTALLED IN DRAINAGE ROCK NO CRUSHED ROCK OR MINUS ROCK ss\ REMOVEABLE BOLLARD & RECEIVER C1.1, SCALE : N. T. S. C4.7 D.F. INSTALLATION NOTES: 1. INSTALL WITH STAINLESS STEEL SURFACE CARRIER. 2. INSTALL DRINKING FOUNTAINS WHERE SHOWN ON PLANS IN ACCORDANCE WITH MFR'S SPECS. 3. ORIENT DRINKING FOUNTAIN JUG FILLER ACCESS OPENING FACING FIELD FOR WHEELCHAIR ACCESS. ..• °... R. 1' r O i • f CONCRETE° P#0NO. •' _ > (SEE.: PLANS) : .. ,y '• Ot. �•, , �•' •6•. ,. •.•: ! t. •O'er. II 1 Y2" SDR9 WATER' = J DRINKING FOUNTAIN WITH SUPPLY LINE JUG FILLER (SEE SPECS) 10DIA. VALVE BOX FOR 1 " V v " PLAN VIEW ISOLATION VALVE AND REDUCER THICKENED O COMPACT SUBGRADE UNDER DRINKINGU INI1 11 — =1 I I=1 I P TO 95% OF MAX. - DRINKING FOUNTAIN WATER DRY DENSITY (TYP) SUPPLY LINE 2" PVC DRAIN LINE TO SEWER SECTION BB 67 DRINKING FOUNTAIN INSTALLATION DETAILS �.2, 1 /2" = 1'-0" ON FULL SIZE (30"2" x4) „ C1.3,C4.2,C4.6 DEVELOPMENT ENGINEERING jchavez 03/17/2022 PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) r^ C C m E v J of rn O w N N N n N Q � f9N LL • N mp Q`c U � p C) !E ,i E WW O C' a Z m rr1 U@ w 1 MMn\JJ �'a C p 3 J(n N3 N Q m N N J N >�> 0 6LU 0 w (n 0 � Q Z Y � m m U Q M H Z N LLI O Z N 0\ �OED \ O�W� -o� zo W \} J Wz FNU ¢ cno (n<Jo Q U0 = J V) a_ W �11■1 ly � Cn J � O Q G W 4,0 a •� 06 ~ Z O � c U a LU A�` W P4 _ / .,..� W C� U) .Aj..,l 1� nsoi SCALE: NOTED C4m!5 R-419526 Sheet 26 of 40 CADD filename: R: \DRA WINGS\ 17501 — RENTON KIWANIS PARK IMPROVEMENTS\10 — REV PERMIT SET\17501—C4.1—C4.7.DWG Plotted. 1.18.22-12:53 By.(sjensen) BID #: