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0 <br /> 0 <br /> 2 PERIMETER SIDE FIELD SIDE 0 o <br /> LATERAL SPACINGe o <br /> 15'nP. 6'CHAINLINK FENCE CHAINLINK FENCING <br /> r NATURAL TURF <br /> 1 LIGHT BROOM FINISH 11„ m o <br /> PROVIDE A UNIFORM EDGE 6 \1 <br /> o rn <br /> 6"ROOT ZONE SAND AND A FLUSH TRANSITION FROM 1/2' CHAMFER O 4 CLR # v <br /> THE NATURAL TURF OUTFIELD TO THE REBAR <br /> CRUSHED ROCK WARNING TRACK J,I <br /> O 3 <br /> 6' BASE SAND. ROOT ZONE SAND <br /> w <br /> - COMPACTED SUBGRADE 10' VIII III <br /> O <br /> 6" <br /> PERF.CORR. POLY. \/ / /r /i %/r/i q /� CONCRETE MOW�IIrII ILII-TIu IIW V w <br /> DRAIN TUBING. �\ CLEAN,WASHED PEA STRIP 6"DEPTH <br /> 0 <br /> p yy NATURAL TURF FINISH GRADE ill-III III' <br /> • SUBGRADE COMPACTED GRAVEL AS NECESSARY OUTFDENITY IELD 6'CRUSHED ROCK(3,§INCH MINUS) 12'J HYDROS ED RESTORE <br /> 1 TO MINIMUM 95%DRY FOR LEVELING. WARNING TRACK MIN III a 6"BASE SAND <br /> SUBGRADE <br /> 2" LAR <br /> MIN?� 2"MIN • "P4 av1v0%SLOPEo�Je'•e O STRUCTURAL6"ORA FILL <br /> 12 % • .•. ;::• a v v a..a_ ll Ill1P l I� I � \l <br /> 6"ROOT ZONE <br /> MIN. <br /> 12 - <br /> 4"PERF.CORR.POLY.DRAIN TUBING SEE MIN. <br /> DRAINAGE SHEET FOR INVERT ELEV. INFORMATION 2' <br /> SAND COMPACTED SUBGRADE N <br /> NOTE: 1.INSTALL PEA GRAVEL WITH 2"CROWN T NOTES: <br /> 2.REMOVE PEA GRAVEL CROWN,FLUSH WITH i\ 6"BASE SAND 1. PROVIDE EXPANSION JOINTS 20'O.C.. <br /> FINISH GRADE AT TIME OF BASE SAND INSTALLATION \\By <br /> PROVIDE TEMPORARY FORM FOR SUBGRADE COMPACTED <br /> NATURAL TURF FIELD DRAINAGE SECTION <br /> WARNING TRACK INSTALLATION To MINIMUM 95%DRY g DENSITY CONCRETE MOW STRIPS AND EXPANSION JOINTS <br /> C_10 NOT TO SCALE C-10 NOT TO SCALE <br /> CRUSHED ROCK WARNING TRACK SECTION <br /> FILLED SYNTHETIC TURF <br /> LATERAL SPACINGC-1O NOT TO SCALE 6"CONCRETE PAD <br /> 15'TYP 7' LIGHT BROOM FINISH <br /> 2"TOP COURSE PRMEABLE <br /> AGGRIGATE 3"CLASS B A/C PAVING <br /> 8"BASE COURSE PERMEABLE M o ___a_ a_a, _ _a,a_ _ .s,a z. _ •:.':.':.•:.•:.•::::. :.':.•: .•:::: <br /> AGGRIGATE Q4A 0'd S ' `o " `� `g mO�Pnv .'.•.':.'::.'"':.•:..•.•.•:.':.':.'.•. .. ) <br /> S e m Ogv ' '"O8o e 0 O / 2" nP. <br /> per, `�, poo <br /> 1 8"HARDBOARD <br /> 4"CRUSHED SURFACING ®EXPANSION JOINT u u <br /> 12"MIN.GRANULAR °"p o"0 OP�A pfd�d fid` TOP COARSE CENTERLINE OF <br /> STRUCTURAL FILL a v a v a o a CLEAN,WASHED PEA m�0�0✓✓d`op0 v o A4Pp o0 DUGOUT SLAB T <br /> v9 2" W GRAVEL AS NECESSARY 6"AGGREGATE BASE <br /> a a a v 9 a a FOR BEDDING AND a aa8 v v v v 2.5" 2.5" <br /> TRUEING <br /> 13'f PERMEABLE � 2"MIN v a a v <br /> STRUCTURAL FABRIC v` adv a 0 12"GRANULAR 3/4"DIA.SMOOTH ROD E-I <br /> COMPACTED SUBGRADE STRUCTURAL SOIL BEARING \/\ /�\/ \/\ / a STRUCTURAL FILL 18"LONG,GREASE ONE END 12 12 Q Q <br /> FABRIC MUST BE FLAT \ \ \ FOR 9" .] <br /> ON SUBGRADE FOR FULL / i / / \/ #4 REBAR CONTINUOUS EXCEPT AT ^ w <br /> SUBGRADE COMPACTED 4"PERF.CORR.POLY. k. O <br /> TO MINIMUM 95%DRY WIDTH,FIELD CUT AS DRAIN TUBING SEE EXPANSION JOINTS 20'0"O.C. I—I <br /> DENSITY NECESSARY. DRAINAGE SHEET FOR U <br /> SUBGRADE COMPACTED U <br /> NOTES: 1.INSTALL PEA GRAVEL WITH 2"CROWN INVERT ELEV. INFORMATION TO 95%MIN. F <br /> z.SUBGRADEEPRIOR To INSTTALLATION OFLAGGREGATE 2,•T /j\ s�/% 1 Q CONCRETE DUGOUT-EXPANSION JOINT <br /> a cr <br /> NOT TO SCALE a <br /> 2 FILLED SYNTHETIC TURF INFIELD DRAINAGE SECTION \ / z <br /> FO <br /> C-1Q NOT TO SCALE ~ <br /> w <br /> A/C PAVING SECTION wooD CHIP cuswoNwc srsrEM � w <br /> TO BE FLUSH WITH W U <br /> DRIVEWAY AND PARKING AREAS TOP OF CURB <br /> LATERAL SPACING 6 2" <br /> 15'TYP. 1/2"CHAMFER W <br /> C-1Q NOT TO SCALE <br /> x <br /> INFIELD MIX 51, _ F <br /> 6"INFIELD MIX EXPANSION JOINTS AT 20 MAX. 3" 2"CLR , - p U) <br /> BASE SAND ORE AT 5 O.C.SC 1/4' _ /� Z <br /> E%PANSION 4"CONCRETE PAVING )JQ #4REBARCONTINUOUSJOINT MATERIAL LIGHT BROOM FINISH II IIIIII IIIIIIIIIIII II III EXCEPT AT EXPANSION46" <br /> L=LINLIIIF�IF�F�IILIIId 4 12'MIN WOOD JOINTSPERF.CORR.POLY. a 12"MIN.GRANULAR III III II II III=III=III=III=III= ___ CHIP CUSHIONINGDRAIN TUBING. / --1=11 E�IE�IE�II-III PLAN VIEWoSTRUTURAL FILL /// --- SYSTEM <br /> e a I_II II IIlifflill=11I=11I=11I=11I=11 a <br /> v a v v v v v va v v I_1L 1LLJ1LJ1L=1J1-Ll <br /> d a I III III-III III-II <br /> v a <br /> • a a <v a s a a" T I _ <br /> 2"MIN. //\/j 1/4'CHAMFER <br /> J / 2' -III III-II 18"MIN <br /> 12" COMPACTED SUBGRADE 4 7L d. 2' CLR. <br /> MIN. SUBGRADE COMPACTED IN MIN. CLEAN,WASHED PEA TOP COARSE CRUSHED SURFACING II_I�illl <br /> TO MINIMUM 95%DRY GRAVEL AS NECESSARY <br /> DENSITY 4"PERF.CORR.POLY. FOR LEVELING. <br /> PEA GRAVEL INSTALLATION DRAIN TUBING SEE a a - - ----- ' <br /> TO FULL DEPTH OF TRENCH DRAINAGE SHEET FOR 2" <br /> 2"CUR. 1I <br /> INVERT ELEV. INFORMATION 12"GRANULAR `1 4"HARDBOARD 0 ALL JOINT <br /> &2"CROWN. v a^�'o a a`�v v STRUCTURAL FILL 3.. - d • LOCATIONS, FULL DEPTH 0 FENCE <br /> 6"CONTINUOUS POST LOCATIONS <br /> NOTE: 1.INSTALL PEA GRAVEL WITH 2"CROWN r\\\ a a' �v a o v J— ® CONCRETE <br /> 2.REMOVE PEA GRAVEL CROWN,FLUSH WITH =a a a a a a 10• 3/4"DIA.SMOOTH ROD, 18" <br /> FINISH GRADE AT TIME OF BASE SAND INSTALLATION \ "O$" n d a v v a 4"PEA GRAVEL <br /> \ 2 -#4 REBAR LONG. GREASE ONE END FOR 9' <br /> \ CONTINUOUS <br /> I 3 INFIELD MIX DRAINAGE SECTION \�N\' <br /> N N EZPnNSION Jowrss <br /> C-10 NOT TO SCALE 11 CONCRETE CURBING AND EXPANSION JOINTS AT PLAY AREA <br /> SUBGRADE COMPACTED <br /> TO 95%MIN. C-10 NOT TO SCALE <br /> 7 CONCRETE PAVING SECTION <br /> C 10 NOT TO SCALE DEDUCTIVE BID ALTERNATIVE D1: <br /> 12" - <br /> 12"SPECIFIED WOOD CHIP BASE BID' 12" 6" <br /> CUSIONING SYSTEM INSTALLED <br /> FLUSH WITH PERIMETER <br /> CONCRETE 6 CHAINLINK FENCING 2 2 <br /> I INFIELD MIX <br /> 2'�•1 FILL MATERIAL TO BE CHAINLINK FENCING TO BE FLUSH WITH �D <br /> PERIMETER TOP OF CURB 4 <br /> 3"PEA GRAVEL / FINISH GRADE S 2.0% CONCRETE FLUSH WITH TOP OF CURB <br /> "EXPANSION JOINT 2 CLR <br /> 6 INFIELD AlX <br /> SYNTHETIC INFIELD EXPANSION JOINT C O L.ANp�, <br /> n 41 <br /> yl l y l l 11 MATERIAL PAVING OR #4 REBAR CONTINUOUS <br /> 2"TOP COURSE DUGOUT EXCEPT 0 EXPANSION PLAN VIEW Q`7a'-{iy7/M g <br /> ~°3ro:sa e e rw 22— o+sc<.ow~~0~ ~~y gqy~~. •.. _ SLAB <br /> PERMEABLE AGGREGATE .. PAVING OR � JOINTS <br /> CLEAN,WASHED PEA oo a@oo o DUGOUT 6"BASE SAND Aq' <br /> SLAB <br /> \ PERF CORR POLY. &e . GRAVEL AS NECESSARY aa�v o FENCE POST g ° <br /> \ DRAIN TUBING 8"BASE COURSE 0 C'o o v SSTV ETK'\ <br /> FOR LEVELING PERMEABLE AGGREGATE opm o o v 1/4"CHAMFER NAu <br /> SUBGRADE COMPACTED <br /> yy TO MIN. 95% o 0 0 o v 0 <br /> s8 2 12" GRAVEL INSTALLATION <br /> MIN. TO FULL DEPTH OF TRENCH <br /> &2"CROWN <br /> 12"GRANULAR `a�� 15•. a a REVISIONS DATE BY <br /> STRUCTURAL FILL v a a a CONTINUOUS CONCRETE °FENCE POST FOOTING <br /> NOTE- <br /> 1. HARDBOARD®ALL LOCATIONS, <br /> 1. INSTALL PEA GRAVEL WITH 2"CROWN o o a a v a a a a a s a v a <br /> 12 75 SMOOTH ROD 18" <br /> " . <br /> GRANULAR FULL DEPTH®FENCE POST <br /> a STRUCTURAL FILL LONG GREASE ONE SECTION LOCATIONS <br /> ,� \!i\�!\!/\\!,i\�li\�!1\i\\!i ENO FOR 9' <br /> tie <br /> SUBGRADECOMPACT <br /> ED <br /> 95%MIN.�Yl\\/n\/r\!\\//\\!\�!/�\\!�\\///.\�\�\!'KSCALE: <br /> SUBGRADE COMPACTEDCil of Everett Permit Review <br /> TO 95%MIN. ` � DESIGNED BY: DLA <br /> eVERETT Status:Reviewed for Permit DRAWN BY: AB <br /> 4 PLAY AREA DRAINAGE SECTION <br /> CHECKED: DLA <br /> C-10 NOT To SCALE 8 CONCRETE CURBING&EXPANSION JOINTS AT INFIELD 12/23/2023 10:51:39 AM DDATEO ED: 4/19/00 <br /> C 10 NOT TO SCALE DWG.No.: C-10 <br /> SHEET <br /> 12 of 27 <br />