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HomeMy WebLinkAboutR-419523Ln O W A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE 1 3.6. SYNTHET .TURF -' ' ' \ �`� INFIELD SURFACING f ' ' ' . . . . . • ... \ \... :............�•2. \ TOP OF INFILL MATERIAL = SYNTHETIC TURF SURFACE . . . . . . . \ . \ ::::::::::.. 4 \� ............ L ..................... \ii FINISH GRADE (SEE PLANS) W/1 yal MIN. DEPTH INFILL - .'::::::::::::: ' ...:::::::::::::::::. r\ ....:::::: \.- MATERIAL TYP ...:..................\.................:X::................,, A. . . . . . .\ . . . . . . . . . . . �. .� . . . . . . . . . . . . . • - - . \. ....... �..........:::::::::::\....................... .:::.:::.::....:�.' '\ . . . J = J r� J$ $ » QUICK -C . PLEB .... • • • • J g °oo°oo o° 2�'s MIN. COMPACTED SEE IRRI ATION i .. :::::::: ..................... :::::::::. \...............:::.,; ' z J cv °s° �� °8°po°8 °�°80�$ °s ... .... .......... -'� ::::::::: \ :::::::::::: :::::::::::::....., \ _ w w DEPTH LEVELING TOP ... ...... ..........::::::::::::::::::::::.\................... \............... __ ::�.;. oNZ O°Oo0°Oo0°oo0°oo0°Oo0°Oo ACT PER / _ -: r: _. �,_. �. �. -• - -: -.. ......:::: T: �: -: -: �: �: STONE, COMP / �: ::::::::::::::......:::::::::::::::::::. ::::: I = Oo O O O O O SPECS TYP :............. \.... \................ \. 0 0 0 0 0 0 0 0 0 0 0 i. .. :\:::::::::::::::::::::.\. I\::::::::::::'::..: o w a o 0 0 0 0 0 \ . ...............:::::: ::::::::::::::::::: ' \ o Oo O°OO o°OO O°OO O° O ° O O / I: :�::::::::::::: / d \ ~ O Oo O°Oo 0°Oo 0°Oo 0°Oo 0° 0 -6'MIN. COMPACTED �::::: \::........ ...........::::::: \...... o ovaa� Qo ::::...... ::: ::::::::::::::::::::: �.:::::::::::::::::::I::\ :::::::::::::::: I ::: = :::::::: ��� . .� O O 9 O O O O`er DEPTH LEVELING BASE .' a. ..........,:... �.............. \ \...... :::::::::::::::.... x O O Oo O Oo O Oo O O O Oo O O STONE, COMPACT PER ................. \.....:::::::::: ..:::::::::: I ..... i ::::::::::: OoOo O°Oo O°Oo O°Oo O° ° Oo SPECS TYP ° . . . . . . . . . . . . . . . . . . . . . . . . . . . / .............\... ••�:::...........:::... \ •I:... \......... ` '::::::::::::::::::::....................:::::::::: , a » ....... ,� ::::I::::::::::::� \ :: N ::::::::::�::::::::::. . . - =�1 - _ - 14 MIN. COMPACTED DEPTH 75 SURFACE -MOUNT D / a. �d.. g . ' ::.\ ......:.:: :::::::::: �::::::::::::::::::....\ ..............::::::: :::... ........... :::::::`, ' _ _ _ _ _ _ d . :: \ ::::::::�::... \ ..................... \........ \ _ ....I :::::::::: ~ :::::',. - _ _ _ LEVELING BASE STONE c4.s4ASH RECEPTACLE. ---� I :::.... .......::: -t ::::: �.:::::::::::::::::::::\� ::::: � ::::::::::::::::: :......... ........ � _ _ _ _ - ('STORM WATER STORAGE .......\ ..... ` I ................. �.... 1 �_ - _ _ III-� �_ = AREA COMPACT PER P ' a I ::::::::: �::::: ::!: ::::::::::�::::::::::::::::::::............. :�:: ....................... '), 5 UG UT BENCH & d ::::::: /:: .. 4 ..::..: \..:::..:::::� ..:::::::::: ' ..... ::::::::::::::::::::.. ' COMPACT SUBGRADE TO SPECS (TYP) 5 D :........:�.. .........�• .. .. %f ,............. \. .` :::� ::::::::.::: N ......... I �::::::::::::::::::::::� 95� OF MAX. DRY DENSITY c4.4 HELF TYP. NONWOVEN GEOTEXTILE \::......::: �:::: ::::�:::::: ::::::::: j ��:::::::::::::::::::: �\ TO FINISH SUBGRADE ....... �::::::::::...... �::. ::::: \._.........:::::: j :::. \.:::::::::::::::: . \ FABRIC (TYP) IN INFIELD a I '::::: �..... ....... ....� ...\ ................::. \:::::. 39fSY E IC** DDE ::... . ::::::::::::::: :::: \..................� . \ /:: I� ::::::.: 36 SYNTH ETI C TU R F INFIELD SURFACING d :::::::::::::::::: . �...::::::::: �:::::..... c4:2 TURF :EDGE: AT: ::::::. , . r::::::::::::::....::: \ ........:::::::::::: \.� ::::.::.: CONC CURB �::::::::::;.. - '� ..\ ............ : �:::::::........... \:. :::::::::::::::::. �.2I.. 2" - 1 -Cr ON FULL SIZE (30"x42") ad ..`..:::::::: \.................... \::::::::::::::::. 0 1Y2 3 6 d: \...........::::::::::�::::::::::.\....: ::::::....::::` ......I..::::::::::::..... \ �.................::\ ... \....... \...... I..:::::::::::::::. •Q Q d :........ \.:::.. \ I.......\....... \.............. �:........::::......... \::I::::::::::::::::::::: N ..I...................�� ° a a• I ::::...' �....:::::::::....:\.................` /\.............:::::::::\:::::,*..............� -_ -- I ;� • . . SYNTHETIC TURF FIELD 12" BALLFIELD PLAZA PAVING :: .�... :::::::::::.:�:..........:40: $ASE:LAYOUT :...... \............ I ,,...............: . O Q :......... \:::::, \. . ° I ::::::::::::::: �:::::::: C4.� ......... ,, _ ..... \ \.......::::::::::I :::::\ ..........., . . . . . . :. .................. I......\........., -.1 _,1v��rpvgr�,pv,,grppsmr�,pvmv®s®v�s®,vp®,psmv®�v®,vpar�®v�r�vgr�s�.-,opsa,,vp�,pvmr�v p�•p$'7.MMA,1piT��7�TT.W�®7iT(®a�®®��®p®�6v®PT�®��7V���p���p�7����G��7�TT�v�1{T���@�► VQ��`.pY���,'pY,��y�p6��'0��`NY,p�®®'Y®®��mp�i�ii�,m���,pWp��,p`IpY���`p16�,pp�y�,pp����,'ptlC, -�-V'PO�-�-W------m7�•l��Y' ■ TURF SOD (TYP) 10" OVERALL DEPTH SAND/SOD (TYP) C1.2 �� = 1'-0�' ON FULL SIZE (30"x42") 0 1 Ys 3 6" SYNTHETIC TURF FIELD �- :: �::::::::::::: / I:::::::::::::::::::.:. COORDINATE POINT LOCATION= COORDINATE POINT LOCATION= - .� ..................... I..::::::. N . 5- OW • BL CH f�Sa ...\ .:::::::::::::.:::::.\ �:::::::::::::.. \ 'FACE OF CURB' (SEE NOTE #3) BACKSTOP POST 'FACE OF NAILER' (SEE NOTE #3) r, .::::.... .......... �::::........� \ ...........I .::::::::: �,�. WHERE SHOWN ON PLANS (TY) SEE PEE' ': \.................. �.........:::.. ) d ....\........ �::::::::: :............ \ ::: \ .... • �'s RADIUS TOOLED EDGE--\ d \':::::':::::::::.:. ...... . . : " ' \" ' \ �'s TOOLED EDGE (BOTH SIDES) I I EDGE (TYP BOTH SIDES) _ . _' NOTE • POSTS ARE SET AT .....\ .......... :: ... . . ° �. . . . . . . . . . . . . . . . . . . . . . . . . .�� . . . . . . �....... :::::: . • CENTERLINE OF CURB. (TYP) TOf ::::::: ...�: :::: '� \ ........ TOP OF INFILL MATERIAL G� ::::::::::::::... \..::::::, \.....38:.FIELD:EDGE: :::::::::::::::::::::.. •; Q d . ........ \................ » ........ . . . . . . . . . . . . = FINISH GRADE (TYP) I I Al° \ ./:: : .... C4R2. 12: CONC.: CURB' ...... . . . . . . . . . . . . . I 18 CONCRETE :::::::::.\......::::::::.::::. �:::::: >, ...:: /..... . 36 SYNTHETIC I I c3.3 TRENCH DRAIN :.:\ ....... \::::::::::: (C \ \ \ �. c4.2 TURF FIELD " 4000 oo °o o °poo d Oo°poo O°OOo O°Oo�oOo�poo ° Oo O Oo :I . a D I I °. I ° O o000n Ono DO o0oo0opOoo°�O " ° '�' ° CONCRETE • SC RING - • � � • • •" � r • d , QUICK CDUPtE1 WORK. POINT I / Q I AP ' C SEE IRRIGATION CENTER OF T EE * a . -d AF x-- ISLAND F �ooV •. a . a CENTER MANHOLE: LI . �. ° •� a• IdQ d a ° d / s S / 45 RAC LAN IRRIGATION a d 4.3 SLEEVE : a - _._._ �_ Q ° \ C d d / ' (TYP) - - - d g 0 Ak 32 DRINKING FOUNTAIN \ 4 . C4.1 J Q. // / 4, 35 C1.2 BALLFIELD PLAZA -PLAN ENLARGEMENT �,� 1" = 10'-0�' ON FULL SIZE (30"x42") 0 2.5' 5' 10, 4"WHITE SECOND BASE LOCATOR MARK ,� (TYP) BASE ANCHOR & FOOTING 4 TYP BASELINE REFERENCE , ;v;• LINES (TYP)' ' : % •'• 4 x4 WHITE THIRD BASE LOCATOR ' 7Y2" (TYP) MARK (TYP) ASE ANCHOR I & FOOTING 4"WHITE i� y �\ FOUL LINE / 1". �G�� > ��,�Q OF FIELD STRIPE THIRD BASE END STRIPE I \ ���G AT EDGE OF ��O SYNTH. TURF. PITCHER'S RUBBER ANCHOR & FOOTING F (TYP) PITCHING, %`� 'd» I T lJ THIRD BASE LOCATION (TYP) THIRD BASE - COACHES BOX 60' BASELINES ' 4" WIDE WHITE SYNTHETIC TURF STITCHING LINES (TYP) � HOME 'PLATE' DIMENSIONS ARE TAKEN AT OUTSIDE EDGE (APEX) OF FOUL LINE INTERSECTION 17 BATTER'S BOX 4o HOME PLATE PITCHER'S RUBBER �.2I"L.r1 3/16" = 1'-0" ON FULL SIZE (30 x42 ) o i s" sr sa• DOUBLE BASE ANCHOR & FOOTING 4"x4"WHITE FIRST BASE LOCATOR MARK (TYP) �� �\ 47WHITE 'FOUL LINE STRIPE 7Y2" I % (NP) SEND STRIPE AT EDGE OF SYNTH. TURF. OUBLE FIRST BASE LOCATION r (TYP) CO /< \� 36 SYNTH. TURF c4.2 FIELD SURF. a 'HOLLYWOOD' (HP) - HOME BASE (SET ,�r.O -"Al / °pOpOO°O�pO°00p0o eD ,..° I' ° ,°�. D I ° :° 1:. A 0000 OO�p OOD OOppO UUoUUoUUoUUoUU ' )00Oo0Oo0Oo0OoI04 o0o0Ooo0o0Ooo0- 0000000000000 O ° 90p00°Do OL°boo O°oo l°moo �.:.:° ' °� IIIIIII-I I - 2x �% � _ = _ _ �fRENCH ATTk_ H C IC (1B - - WITH Y4"0 x3" SPLIT DRIVE FC = 3000 PSI W/EXP. JTS. AT EA. PINS AT 3670.C• I I BACKSTOP POST (TYP) (2)#4 REBAR CONT. �Dj COMPACT SUBGRADE TO (BETWEEN POSTS) 95% OF MAX. DRY DENSITY -- -- 12" CONCRETE CURB AT BACKSTOP CONCRETE CURB/PAVING NOTES: 1. LIGHT BROOM FINISH ALL HORIZONTAL FACES OF CONC. CURB 2. INSTALL JOINTS AT 10' O.C., AT POSTS, AND AT CORNERS, JOINTS IN PAVING AND CONC. TRENCH DRAIN SHALL ALIGN. WITH JOINTS IN CURB TYP. 3. TO LOCATE CURBS, COORDINATES/DIMENSIONS TAKEN AT 'FACE OF CURB' AS INDICATED 4. SECURE SYNTHETIC TURF TO NAILER PER MANUFACTURER'S RECOMMENDATIONS 5. INSTALL BACKSTOP POSTS & FOOTINGS PRIOR TO INSTALLATION OF CONCRETE CURB (TYP). K`S�8FIELD EDGE AT 12" CONC. CURB C4.2 �,� 1-1 /2" = 1'-0" ON FULL SIZE (30" x42" ) 0 2" 4" 8" 'HOLLYWOOD' REMOVABLE PITCHER'S RUBBER WITH GROUND SLEEVES & BRISTLE PLUGS (TYP) �SI E II PITCHER'S RUBBER KLL; IANUULAK FOOTING PITCHER'S RUBBER ANCHORS (TYE� 36 SYNTH. 'HOLLYWOOD' IMPACT KWIK-RELEASE BASE FLUSH WITH F.G.) c4.2 TURF WITH GROUND SLEEVE 36 SYNTH. TURF W/GROUND SLEEVE FIELD & BRISTLE PLUG (TYP) c4.2 FIELD SURF. 00 FIRST BASE COACHES BOX (DIMENSIONS TYP FOR THIRD BASE) NOTE: INSTALL PITCHER'S RUBBER AND BASE ANCHORS PER MFR'S RECOMMENDATIONS AND PER DETAIL 41 (TYP) C4.2 DACE' I AVnI IT SURF. _ NOTE: SEE PITCHER'S ° ° ° •.. ° a°°°°o°�°° ° °��� RUBBER INST. DETAIL o O°Oo OpOo �00o OoOo • • (SIM.) FOR DBL. O°Oo 0 ,.° • Oo o°O O°Oo O • ` O O°O ANCHORS AT O°o0 00°o O°o0 ' . °• 00°0 �c� oo 'HOLLYWOOD' DBL. �o _.., ' :; .. ,;� oho � (/�� o _e.� � :� .. e.: oa�j FIRST BASE _ _PSI = _ - BSI >.":.. HOME ,., BASE - - PAL Q FOOTING - ... OTING (TYP) 12"x12 NOTE: SHAVE SYNTH. TURF 12"x12" SQUARE 'TUFTS' UNDER HOME PLATE SQUARE (FABRIC IS CONTINUOUS UP TO GROUND SLEEVE) HOME PLATE ANCHOR BASE ANCHORS (TYE� 41 C4.2 PITCHER'S RUBBER, HOME PLATE. AND BASE ANCHOR INSTALLATIONS Pm �� 1" = 1'-0�' ON FULL SIZE (30�'x42") 0 S, 12" ATTACH TO CDm"i OU4I IW 1H Y2"OX8" EXP. BOLTS ,b"' COUNTERSUNK FLUSH) SEE NOTE #2) #4 REBAR CONT. CLASS 3000 CONCRETE CURB A» A» SODDED TURF FIELD SODDED TURF FIELD, SET FINISH GRADES FLUSH (TYP) TURF /-SODDED FlELD TOP SAND =4 -_ $fF �j NAILS"' NiTR' ��CNb CURE WITH Y4"GALV. STAPLES AT 4" O.C. (TYP) COMPACT SUBGRADE TO 95% OF MAX. DRY DENSITY CONCRETE CURB NOTES: 1. INSTALL JOINTS AT 10' O.C. AND AT CORNERS, TYP. 2. TO LOCATE CURBS, COORDINATES/DIMENSIONS TAKEN AT SOD SIDE 'FACE OF NAILER' AS INDICATED 3. SECURE SYNTHETIC TURF TO NAILER PER MANUFACTURER'S RECOMMENDATIONS 4. KERF PLASTIC LUMBER NAILER AS REQUIRED AT CURVED CONC. CURB LOCATIONS SYNTHETIC SODDED 39 TURF EDGEAT 8" CONCRETE CURB C4.2 �,� 1-1 /2" = 1'-T ON FULL SIZE (30" x42" ) 0 2" 4" T MATCH TOP OF NEW En PAVING WITH TOP OF EXISTING P VING 3s (IS �- a - NOTE: CONS UCT NEW S PERPENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-04, ADJUST EXISTING JUNCTI N BOX TO NEW FINISH GRADE TC=413.66t BC=413.16$ co a SOL RIM PROTECT EXISTIN GNAL POLE & CROSSW L BUTTON TO REMAIN .14 TC=413.15E � ° ° IE BC=413.11E "' f 4:69c& ° SLOP d w 11� \ (VARIES) TC=413.09E _ 9 9 BC=413.05E �` ° ° %3. TP=413.78' 8 - - --- TRA413.7,d d +I �M o .m a ? N MA H TOP OF NEW I WITH TOP Q � B � • d • a� PAVING CENTER NEW ADA RAMP OF EXISTING PAVING PAVING WITHIN LIMITS OF I (AT EXISTING CONC. \� CURB CORNER)-, TPA FF EXISTING ADA RAMP TC=413.49lz� 1N BC=412.99E EXIST. MATCH TOP OF N I SIDEWALK I PED, PAVING WITH TOP / w EXISTING PAVING / o l PED, / J i 99 n r W h NEW ADA RAMP AND PAVING 42 ADJUSTMENT AT EAST SIDE OF UNION AVE NE �-H 03 J J H F1 F so / 5 L0 SO J J J Lj w o I L N NI _ R-4o o I 1 A F- di C1.3 �', �� 1" = 5'-d' ON FULL SIZE (Vx42") 0 3 6" 12 a7 m a p wo I� 2 p - :, m � a� ►�2o�- w U � E. O!° U� 00 Q• a� U �p UI M as = M C �N w 3 _j U) N 3 N Q m N N M N 0 Q: W 0 w Z Y w M z o Z Noa LOCI �o o�w. 6 zo FT W \} J wz FNU < ,no mm Ua, = J w m Q N N N 0 0 to 0 0 z w w 0 > 0 0 w Uj Uj CL CL 4-) s~ W � Q 0 O W a •� 06 '-' Cn z 0 c U a w W Cl) W F_ C� U) nsoi SCALE: NOTED C4.2 DEVELOPMENT ENGINEERING jchavez 03/17/2022 PERMIT SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R:\DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\12 - REVISED BID SET\17501-C4.1-C4.7.DWG // Plotted: 3.09.22-21:30 By:(sjensen) BID #: R-419523 Sheet 23 of 40