Adaptive Sports Field Josey Ranch Athletic Complex

Transcription

1 CUC L : daptive ports ield Josey anch thletic Complex City of Carrollton, exas : H X: M: Mayor Kevin alconer City Council Members teve Babick Mike Hennefer at Cochran rances Cruz Glen Blanscet Young ung John utter- Mayor ro em arks and ecreation Board Members ewayne allmon Gabriel Cruz Willadean Martin nnette eese ndrea Macaluso l verholt dam olter Gerald Blase' uzanna ooling City Manager rin inehart ark irector cott Whitaker L- L- G- - C- site notes site preparation plan site preparation plan site layout plan site layout plan site grading plan storm sewer plan erosion control plan C- C- C- C-4 C- C-6 C-7 construction details construction details construction details construction details construction details construction details construction details V L- JY CH HLC CMLX issue date: CB, 8 revisions: G B L C C L H X C //8 arks Manager Kin Bybee arks C- roject Corrdinator aniel Greg CL BY: UK M L, C

2 H GL CC LL UB-CC HLL MLZ HMLV WH H XG C C WK B UBMG B CC HLL VY XC LC XG UL B CMMCG WK; Y UL MG BY CC HLL B H X, H LC UGU CL C H L K M UBLC C H CC' BLY MK GM WH H W UCH UGU CL WKG H CM H XC LC M WHH Y L CL H H H HW H L MY B H CC HLL V C LL UGU CL H W' V HLL V H KG LL LM B WK CMMC H LM M B L V VY M H H L, CC CY LC CHC B CG LL CG HLL CM CC B U V CH CC, Y, HUL B BUGH H H CY LC CHC B WK CMMC H JC UBJC H X CHCUL B C H B G CCG C QU BY H X CCBLY () CV H L G, LGH, ULY L H BC HLL B LC C Y CCBL U CUB M WHU W VL M H G, VL HLL B CC' CGCY G H C CCBL LM H CC HLL B BL G LL G, L MUM CY H MC CL H WK H CC HLL B BL LLG CUG CY U H LL H H CC HLL VY LL XG G C BY L C B UBMG B LL LG, UM, BCH,, UBBH H BJCBL ML CV H L UG H GG C HLL B MV M H LGLLY H CC' X LL ML CUC MH H CC HLL B H CC UBLC WK CUC, H CL X CUCL GVM (CCG) H CY CLL' GL G (G) HLL B MV WHU H CC C H W' JC V H CC WLL B BL LCG MV WHU CVG VL LLY, H CC BL H C, HUB H L ML WH H LM WK L ML WHCH MG HLL B LC H CC' X H W' V M H MG CMM BY H CC / H UB-CC, G, C CLU MU V H L H CC BL CQUG YG LL M C M LL JUCL GC C H CC WLL B QU Y M H CY H CC HLL LL UB BY CUC GL C B CLU, BU LM CH BCKLL, L, C, CULV, G CH, VWY, V Y WY LL UB BY CUC WLL B HYMULCH UL HW H L H CC HLL MK GM, Y H C, LCCL VC UG CUC C CL BLK HLL B CULX V QUL, YCL LY BLK L L UC, L MUCU' CMM UG U (4) L QU Y CL BLK HLL B LC LLWG G CC HLL CU G LL BLK G H, CL VLV, QUCK CUL VLV, C CU CU G BLK GU UC WH L L B WH WL HLL B LC WH W () Y CML UGH GG H CC BL M G H UB H H CC HLL HB CLG, KG G QUM U H CY XG H CC HLL LLW H L Y W ML UCH, BU LM,, L LV, CC, M, C WH H LM--WK, UCH ML HLL B LGLLY H CC' X CUC CG HLL C X- (6') GLV CH LK CG WH M MH, LC MY U ' C, ' MMUM MBM ML UC G CC HLL M LL CUC CG CL VC G C H U H JC CC QU M XG UL VCBL C X CM WLL B LLW L WK ML M VC H CC HLL V CUU UV CUC U HLL B H JC LL M UG WKG HU / WH Y UB-CC UL H U HLL, LL M, HV H MM CML CU CC CUM CLUG H L CC H U, H V, HLL B ULLY UHZ C BHL H CC LL M G H WK H CC BL G MG H JC M U H Y L H GL UBLC LL XG UL (BH BV BLW GU) HLL B LC MK BY H CC UGU LCCL L X WH H K; H CC WLL B BL LCG MKG H XG LCCL L H CC BL MG H ULY LC MK Y UL MG HLL B / LC H CC' X HWK JC C HLL B CUC CMLC WH H CC H G H G- LL LV WH H V L MU B WH 8 H G C H L H UC H L UBG HLL HV C UWVG L LL C/C H L VUL,, G, L, HUM, C CCBL H GL CC, LC CHC W' V WLL CUC - VUL C H CC H C H UBG LV HV B CHV Y CC MU B CC BY H CC LLWG H - VUL C / CC H CC MU HV UVY/CVL G BLU- V L (') G H UVY/CVL G MU V H W WH UC WG L, L H CY HWG H UL H BLU G BLU G VL H CMLC, H CC MU CC H G WH H BG HM CMLC WH H L CC CCL H LL H BV UL HWK CU B CLY LLW U CCBL LYG UC H V L; H, WK GG WHU VL L HLL B UBJC CML MVL WH JUM C CC M LC CHC/L G ssue ate: B L C C L H X daptive ports ield Josey anch thletic Complex C //8 Y MG H XG KG L VG, CUB, CC VG, H XG LM HLL B H CC' X, MU Y H ML HLL B LLW LL B CK XG H /VWY HLL B H BLY H CC M LL VL WY CL C LL M CB, 8 evisions: CC HLL M H MU CU LL CY CML H HWK HW H L CLU CML H HWK H B B M L HLL C CK LG Y M H L HLL C CK LG H -HL CH ( ") H G M ite otes -

3 JC M XG KG L, UB W U LC XG VM, UB V UGU ' HGH CC WLL V UGU C H - ML H V L 47 CC HLL MV LL CM H UL & BL C, CC MW G HLL B MV ULL H LL MV ML HLL B LGLLY CC' X unkin ims toffels, nc LC CHC/L 6 West tate treet Garland, exas 74 hone: (4) -778 ax (4) -78 G B L C C L H X H CL G H CUM VL, LY, CCM BY GL GU H G XCU CUM BG CH H M M HLL B C CML HLL B U CUC, M, BG U H WG L VW LY U H UHY B L, L # CB, 8 C //8 C' XG VM, UB XG KG L, UB 47 CC HLL MV LL CM H UL & BL C, CC MW G HLL B MV ULL H LL MV ML HLL B LGLLY CC' X daptive ports ield Josey anch thletic Complex City of Carrollton, exas CC HLL MV LL CM H UL & BL C, CC MW G HLL B MV ULL H LL MV ML HLL B LGLLY CC' X ssue ate: CB, 8 evisions: orth feet " = ' daptive ports ield ite reparation - JC M

4 JC M K unkin ims toffels, nc W-CU MV L CC L LL " M W U C MCH C XG VM M W LL CML L C LC CHC/L 6 West tate treet Garland, exas 74 hone: (4) -778 ax (4) -78 B B: XG XM '-" LL CC BCK WLL HLL M HLL B CU LUH WH H UC H CC WLL L MH W C HLL B MU H XG BCK XG VM, UB UGU XG UGU, B MV V UGU W-CU MV ' X ' XG CC VM, MV XG CC G G B L C C L H X C //8 H CL G H CUM VL, LY, CCM BY GL GU H G XCU CUM BG CH H M M HLL B C CML HLL B U CUC, M, BG U L # MV H XG CC BCK WLL, G BM, BCK H CC G-ULL H, (X HW) XMLY 8" JC VM CUC - (') LL BCK C WH " W CC G BM G L & 4/C-4 XG KG L, UB UGU XG UGU, B MV W U LC V UGU ' HGH CC WLL MV XG L CLY, L U WH H V L H C H GG G L (9" +/- ) W-CU MV ' X ' XG CC VM, MV XG CC G W-CU MV ' X ' QU XG CC VM W LC HW, YCL, UL HW XM G X CC VM W-CU MV ' WH CC VM, G BM G WH H, C BY HCH XM G XG CC VM W-CU MV ' X ' XG CC VM, MV XG CC G L LL CC HLL MV " H L CLY L WH H 776 Q C MV CLY L HLL B LGLLY CC' X C C H WG L VW LY U H UHY B L, L # CB, 8 daptive ports ield Josey anch thletic Complex City of Carrollton, exas C' XG VM, UB XG KG L, UB C XG BCK UGU C H HLL B CU LUH WH H CC UC; L MH MV LL BU H G CL B, L C M H MG MB, U H 8" H UC CL BCKLL H H H MG WH QUCK G -HK XY GU GU UC HLL B MH LVL WH H UUG XG CC UC * C C G BM G HLL B MV ULL H, L H V CUC C LC U BMU G CUC C MV : G: CY L WLL L CC H XG G LL Z WH H LM--WK CUC CML CY L WLL MY H MG Z MK H YM L LCCL: JUM H LCCL LGHG WLL B HL LY BY H CY LG * CUC XG MV L CG L LL C orth feet " = ' ssue ate: CB, 8 evisions: daptive ports ield ite reparation - JC M

5 JC M unkin ims toffels, nc LC CHC/L 6 West tate treet Garland, exas 74 hone: (4) -778 ax (4) -78 XG VM, UB W-CU MV L CC L LL " M W U MCH XG VM M W LL CML ' LL BCK C & BG ' C UGU 7'-" 7'-" '-" '-" ' ' '-" C CC G Y ' ' ' ' ' V UGU 7'-4" 9' ' UGU, C L & /C- HLL B G M ML, CL HLL B LC BY W H UBML C ' LL BCK, BG 6' LL BL C 8' MC CC G, L /C-4 G B L C C L H X C //8 H CL G H CUM VL, LY, CCM BY GL GU H G XCU CUM BG CH H M M HLL B C CML HLL B U CUC, M, BG U H WG L VW LY U H UHY B L, L # CB, 8 XMLY ' LL BCK C H G WLL LC W 7 8" CH 4 L H LC H CU MV BCK CH XG B UG, L /C- XG KG L, UB ' LL BCK C & BG ' C UGU '-" C CC G Y 8' LL UGU C, Y 6' ' W U LC '-" 7'-" 7'-" ' ' C- ' ' ' 6'-" ' V UGU ' HGH CC WLL ' ' 4'- X 8' LL G, HG HW, Y '-" C CC G Y CUC " W CC G BM WH ' LL UGU C, L & /C-4 ' LL BCK, BG 6' LL BL C CUC " W CC G BM WH 6' LL BL C, L & 4/C-4 '-" C CC G Y ' 9'-" 9'-" 9'-" 7'-" V UC HLL B HLL' LG CUH YM CY CLL WLL CQU H UHG LL H HLL' LG CUH YM M H XBUY B H LG CUH YM L CLU H LCM H L, H B CU, HYWY L H CC HLL C WH H LG CUH LL H CC HLL B H XCV H L (9 +/-) WH H V L H LL H M W L WH H L CUC 6' LL UL C WH VYG HGH CC G WLL X H V L, L & /C-4 daptive ports ield Josey anch thletic Complex City of Carrollton, exas '-4" '-" 4'-" CH H XG CC VM JC W C CC G BM C' 7'-" 9'-" 9' 9'-" 8' MC CC G, L /C-4 : G: CY L WLL L CC H XG G LL Z WH H LM--WK CUC CML CY L WLL MY H MG Z MK H YM L ssue ate: CB, 8 evisions: XG VM, UB LCCL: JUM H LCCL LGHG WLL B HL LY BY H CY XG KG L, UB orth feet " = ' daptive ports ield ite Layout L- JC M

6 '-" JC M unkin ims toffels, nc LC CHC/L 6 West tate treet Garland, exas 74 hone: (4) -778 ax (4) -78 4'- X 8' LL G, Y UGU, C L & /C- HLL B G M ML, CL HLL B LC BY W H UBML C G B L C C L H X C XG KG L, UB 4'- X 8' LL G, Y UGU, C L & /C- HLL B G M ML, CL HLL B LC BY W H UBML C C' W U LC '-" XG VM, UB V UGU C- '-" 9'-" 7'-" '-" ' HGH CC WLL '-" '-" '-" 9 8'-" 7'-9" 6'-" 9'-" '-" '-" 6'-" 6'-" '-" '-" 9'-" 9'-" '-" 4'- '-" '-" V UGU '-9" '-" '-" '-" '-" 4'- C LG YHC U V UC, W LC L CL G LG YHC U V UC, W LC L CL V UC HLL B HLL' LG CUH YM CY CLL WLL CQU H UHG LL H HLL' LG CUH YM M H XBUY B H LG CUH YM L CLU H LCM H L, H B CU, HYWY L H CC HLL C WH H LG CUH LL H CC HLL B H XCV H L (9 +/-) WH H V L H LL H M W L WH H L //8 H CL G H CUM VL, LY, CCM BY GL GU H G XCU CUM BG CH H M M HLL B C CML HLL B U CUC, M, BG U H WG L VW LY U H UHY B L, L # CB, 8 daptive ports ield Josey anch thletic Complex City of Carrollton, exas XG VM, UB XG KG L, UB ssue ate: CB, 8 evisions: orth feet " = ' daptive ports ield nfield Layout L- JC M

7 C JC M unkin ims toffels, nc LC CHC/L 6 West tate treet Garland, exas 74 hone: (4) -778 ax (4) -78 L 4684 G B L C C H L X XG KG L, UB C' W U X~477 MCH LC XG VM, UB X ~478 MCH 476 B 479 L L, C H - L X~4746 MCH G XG VM, UB XG KG L, UB V UGU B 479 X ~477 MCH ' HGH CC WLL 47 B B 4787 L 469 G B 47 G B 47 X G~ B B 47 H/L B 4698 L 469 /GB 477 B L B 479 BG - W H X 47 MCH 477 L 469 /GB 477 B B 47 L 4694 X 47 MCH 47 B 474 L B B 47 L 469 G B B 474 /GB 477 B G B B B 47 L 469 G B 47 V UGU 478 B 47 L B 47 L 4689 L B 47 L 4687 /GB 477 B X ~ B 47 /GB 476 B 4699 G 474 /GB 477 B /GB 477 B L L, C H - L 9 L - W 4% GG LG 796 C 797 BC 79 BC C G B G L X B G G GB XG CU CU LV BM CUB CUB VM UC L UC GU UC B LV UBG LW-L XG UBG UC L UC UGU UC GU UC G BM U L UC H CL G H CUM VL, LY, CCM BY GL GU H G XCU CUM BG CH H M M HLL B C CML HLL B U CUC, M, BG U H WG L VW LY U H UHY B L, L # CB, 8 daptive ports ield ssue ate: evisions: //8 Josey anch thletic Complex City of Carrollton, exas CB, 8 orth feet " = ' daptive ports ield ite Grading G- JC M

8 C JC M torm ewer Line - + Construct: ype 'C' Headwall L U= 468 unkin ims toffels, nc LC CHC/L 6 West tate treet Garland, exas 74 hone: (4) -778 ax (4) -78 G B L C C H L " - W H ipe 8 76% torm ewer Line Line Left nstall: "- 9 actory ee " L= 4686 " n- W H ipe 6 % torm ewer Line nstall: "- actory Bend- ight " L= X //8 H CL G H CUM VL, LY, CCM BY GL GU H G XCU CUM BG CH H M M HLL B C CML HLL B U CUC, M, BG U H WG L VW LY U H UHY B L, L # CB, 8 XG KG L, W U LC torm ewer Line "- - erforated ipe nd 4" L= 4696 Connect to Line XG VM, UB V UGU ' HGH CC WLL - erforated ipe 4 46% torm ewer Line nstall: - 4 actory Bend- Left L= erforated ipe 44 4% torm ewer Line erforated ipe nds 4"- - erforated ipe Begins & 4" L= " - erforated ipe 4% torm ewer Line nstall: - 4 actory Bend- Left L= erforated ipe % torm ewer Line "- - W ipe nds - - erforated ipe Begins " & L= V UGU " - W H ipe 6 767% - W H ipe % torm ewer Line nstall: "- 4 actory Bend- ight " L= 4684 " - W H ipe 8 49% torm ewer Line nstall: "- 4 actory Bend- ight " L= 4688 torm ewer Line - + "- - W ipe nds - - erforated Begins " & L= erforated H ipe 9 48% torm ewer Line C-ight - - erforated H ipe =8 48'4" = = L = 66964' Ch = 788' L= 4687 LG XG CU CU daptive ports ield Josey anch thletic Complex City of Carrollton, exas C' 4" - erforated ipe 8 46% torm ewer Line nstall: 4"- 9 actory ll- ight 4" L= 469 4" - erforated ipe 7 446% torm ewer Line "- - erforated ipe 4" L= torm ewer Line C- Continuing ight - - erforated ipe nds 4"- - erforated ipe Begins & 4" L 4694 = 7 ' 78" = = L = 4496 Ch = 448 = L/ CLU GL = U = G L = LGH Ch = CH L = LWL ssue ate: CB, 8 evisions: XG VM, UB XG KG L, UB orth feet " = ' daptive ports ield torm ewer lan - JC M

9 C JC M K unkin ims toffels, nc LC CHC/L 6 West tate treet Garland, exas 74 hone: (4) -778 ax (4) -78 C C L C G B L C C H L X //8 H CL G H CUM VL, LY, CCM BY GL GU H G XCU CUM BG CH H M M HLL B C CML HLL B U CUC, M, BG U XG VM, UB V UGU H WG L VW LY U H UHY B L, L # CB, 8 XG KG L, UB W U LC V UGU ' HGH CC WLL L LL C C CL LG daptive ports ield Josey anch thletic Complex City of Carrollton, exas L CG L LL C C L, U BMU G C' HYMULCH, UB ssue ate: CB, 8 XG VM, UB * CUC CK BM C evisions: XG KG L, UB LC U BMU G CUC C MV * orth feet " = ' daptive ports ield rosion Control lan C- JC M

10 QUL WLK WH QUL WLK WH X J CG X - WLK WH CL J CG QUL WLK WH QUL WLK WH QUL WLK WH WLK & L VM - L LC LL CC VM HLL B,6 CC VM; UBM MX G VL, CC L LUH WH UC UG C WH M ( V QUL), CL MCH JC VG WH H MC B MUCU' CMM CC VG UC M BCK LC CHC/L L WH L C BM C- L: YCL WLKWY/WLK/L VM -W- X ML- /" HCK C- CL J C- X J CC VM " " MX " " 4" L J, L LGM /" X 4" LGH MH WL- VM W W/ & LC X LV H,6 CC VG, L C- CG " H LVLG material compacted or undisturbed subgrade LG YCL L J " /4 H CC 8 " BU X J ML CC H L W J, CG QUL H WH H WLKWY, L, VM WLK,6 CC VG, L C- CG " H LVLG material G B L C C L H X C //8 /8" = '-" compacted or undisturbed subgrade WL X J CL J Y BM H H G HLL B " MX BLW UC WLKWY width varies see plans C L HLL CM G : '-" C L (MX) 8" '-" C L (M) # CG 8" CW L: CC L / WLKWY VM JG " = '-" -W- " " H LVLG material C: CC L / WLKWY VM /" = '-" -W-4 CC 8" C L CL J UG C WH M WL XG CC VM UG 4" 4 8" C LL /4" M HL, " ; BLW CL, XY C WL B G XG CC " MB LL /4" X " HL H XG CC, BLW CL, C WL WH HGH GH XY GU, U H V X J: /" BU X J ML WH BK WY B; L LUH WH UC UG C WH M ( V QUL) CL MCH JC VM W CC VG CC J XG VM 4 " = '-" - " /" X 4" L 8" C MCH H XG VM, " M daptive ports ield Josey anch thletic Complex VM XG VM 4 /" 9" M ssue ate: CB, 8 6" M " M 8" " M " M evisions: Construction etails C-

11 L C (M HGH 4" BV X GU) BCKLL WH XCV L CMC 9% MMUM L C MXMUM CG: WH WL - '-" C GL - 4'-" C MMUM MBM: WH WL - ' GL - ' W MH BCKG U 4X4-W4xW4 8" BY X UC, Y '-" 6'-" M CC - CH H L 6'-" 8"X" M G BM '-" L L ULL 4: L : XG HW M B C UG CUC heavy-duty orange plastic diamond CG (M 6'-" hgh) HLL B LL H L LL GU M KG VHCL MG WK WH H (H H WK HW H L), WLL B M LL C CG HLL M -LC HUGHU CUC LC CHC/L LW Z V storm sewer L ML 6'-" C C U V G B L C C H CH (BCKLL & CMC) C: L B C BC - " = '-" -L-4 G BM, Y L 8" W M BM L 4'-" 6' HGH heavy-duty orange plastic diamond CG H L LL XG B C CG C B LC H L, QUVL H WH H L MU B C H G L X C //8 L: GL Y C HWLL -M- ' M MBM : WL CG, ML /" = '-" ' W ' W L: C 9- ' G WY M BLZ & V UC W MU LW WY M C U ' M L: XG G LG M M H HUGHU LGH CUC XG G ' V UC L : HLL B 4"- CUH CK V C L L B QU LGH CCH & L LL W M VHCL WH W V CULV CH/U U BLZ C K U VM V UC L V U M LVG L BC ' CCG 7G M W QULY B MGM CC CUC CV L: BLZ CUC C/X G WY M BLZ & V UC W MU LW WY M C U ' M L: XG G LG V C L L B Q LGH CCH & L LL W M VHCL WH W V UC H BLZ CUC C/X MY B U VHCL WH W B L MVL B XG H H XG WY LC LL WLL B M CH L LC() MU B V BY W LC CHC LL BLZ CUC C/X HLL B WH L CY H CC HLL XCV, MV, LGLLY LL CUC C U CML JC 4 nts -M- 8" BY X UC, Y '-" 6'-" M CC - CH H L 6'-" 4: L 8"X" M G BM '-" L ULL " '-" M " " " C XG L M "BC" "" "" + 4" MMUM M finish grade / BCKLL WH GUL ML (M 8 (B)) or on-site soils if approved by engineer BCKLL WH LC ML (M 8(C)) M 8" M CUH M 8(a) CMC 9% C Y, HLL X M BLW H C: Y W L MBM " = '-" -M-7 V WH M H, C GG L C CC - U # B " C BH WY MX L CC V CU G HGH BLH BY GG L daptive ports ield ssue ate: Josey anch thletic Complex G BM, Y Z V storm sewer L V L C CU UC WH 4" HCK CC " G BM BY C/CU L '-" 8" LWL WL " C " 8" 9" LC L CMM BMU G BLW BV LL WL CG, M W ULL, K C H CL L K W LL M WH 9 G W L LC H M H HW: CB, 8 evisions: L 8" W M BM L L: GL Y C HWLL : WL CG, ML 6 /" = '-" -M- C: Y C HWLL - 4 9" C, MX, Y 7 /" = '-" -W- Construction etails C-

12 UH LL B - C GU 6'-" " MX ' HGH BCK 4'-8" G UGU " BM L C BL C LV: UGU G L L-L LY BCH: MCL C QUM C ML# 6- (' LGH) UGU CC: W BUL U C LL, X (97) 77-6 (888) 4-48 CL HLL B LC CH L BY JC MG W' V BG 6' UL C ~'- CH LK C '-" 8' HGH G UBUL HG ( & BM) HG U HLL LLW H G B HUG L WH H C, H 4" ' G L C- '-" X " MX G BM 6'-" '-" C Y ' - " /8" (typ) latch submit for approval mesh as specified '-" L LVL WH H L MU B 4" MX BLW LUH WH H LVL H UGU & WLKWY VM : HGH HLL B JU LG VM U H UGU L LLL (LVL) WH L C L /" BM L BCK UGU 4'-" '-" '-" end elevated portion of concrete beam 8" top rail " post, 8' ht fence fabric LY BCH (see note this L) MBC LKM G M ML roof, GU C, CL HLL B LC UG H UBML C Contact (877) 7-64 " top rail 9 ga galv material back of dugout leveling mtrl 8" from post centerline provide ell sides and bottom of roof connect roof supports to 8' height backstop rail, typ " mid rail '-" 8'-" " L VY LGH " UGU, 8' H " " galv pipe spacing shown in plan view '-" C LY BCH, ( L ) " C BM 8" " 7 " V " concrete slab # 8" ocew gravel or crushed stone typ 8" ' : L HLL CUU L WH H VU HGH H L C HGH CC BM V WH H LGH HGH H CC HLL CU H CG ML H H L CUU L L L C UGU MU U LLL WH CH H B LVL " MH 9 G GLV L C BC BV " L 4" BCK, ' H " L 8" BV BM L " MH 6 G C BC - BM ' LGH BCK, Y 4" ML X J (Y) V, GG L, " M L H G " M M LW H G - #4 rebar continuous with # 8: oc see detail for depth of footings C: YCL UGU W/ G BM - L L-L '-" overhang '-" ' connect roof supports to ' height backstop rail, typ CH L BCK, Y '-" UGU, Y 4'-" G M CL HLL B YLLW V 7'-" 6' C 8'-" 8' C 9'-" ' C 4'-" 7'-" 6' C 9'-" 8' C '-" ' C UCU YLLW -L WH C C UL L 8" C UL Y U H G C: UL L - L 8" UL L MBLY YLLW UG HW WLLM M M: M B #B66 : M C #B66Y7- Y YLLW LY M W C BH M 4" CH 4 L " MH 9 G C UL L UL L UH LL B - C GU outfield chain-link fencing CC G 8 Y gravel or crushed stone typ nts L-L V LL & BM G V " GLV equal HW distance aprart WL LG H U BC H M VHG '-" max, typ both ends LC CHC/L G B L ssue ate: CB, 8 evisions: C C L H X daptive ports ield Josey anch thletic Complex C //8 4'-8" G L VW: YCL UGU - L nts " C BM L 4 C- " CH 4 4'- G L C- ' L C H H CC G BM BLW UC " L C BC : C L /C- ML U " GLV CH 4 LC; CC UGU C & BCK L MU U LVL 4 L VW: UGU - L scale 4" = '-" field surface BCK, Y align rails w/ posts CH L, Y Construction etails C-

13 8" : LL C, ULL HLL B (4" CH 4) 4" (8 lbs/l) LL BCK HGH '-" V " 4" '-" Y 8'-" C MX Y 8'-" C MX Y 8'-" C MX Y HVY GLV MLLBL M C (Y) B & LUG, WL & BL L LUG (Y) WH L BU " GLV L 4" x 4" steel tension bar attached with tension 8" oc max all corner/pull post " MH 9 G BC corner, & pull post, typ " GLV 9 LB/ (Y) KUCKL LVG top & bottom, typ " MH 9 G U L " GLV 78 LB/ (Y) " GLV L " GLV BM L 4 " GLV L 7 LB/ (Y) G GLV L W 4" C HZL & VCL in-line post, typ " MH 6 G BC BM : " (76 mm) GLV LL ML, C, & ULL " (76mm) GLV for corner & pull post typ /4" x /4" L B CH WH B 8" CMX, Y 6'-" 8'-" '-" see plans '-" for 6' ht '- for 8' ht 4'-" for ' ht 8" 8'-" C MX Y G GLV L W 4" C mid-rail for 8' & ' tall chain-link fencing not applicable to 6' tall fencing, HLL B C C HGH " M MH 9 GUG W WH, BLCK VYL CG, Y all chain-link fencing to be knuckled selvage top & bottom, typ " " MX Y L L C, Y L 6 (4mm) -/8" GLV L -/" (6mm) BLCK W C GLV M L 6 (4mm) -/8" GLV bottom L 6 (4mm) -/8" GLV GVL CUH, Y UH LL B - C GU KUCKL LVG & BM LC CHC/L G B L C C L H X C //8 H G " M UUB L M LW H G JC H BCK V, M 8' HGH - '- ' HGH - 4'- ' HGH - '- ' HGH - 7'-" ' HGH - 9'-" LV: ` BCK C : L BCK CG MU B LLL & LVL 8" BM CUU,6 CC G (Y) GVL CUH, YCL LL (4) - # B G & X M " G BM, Y CH G all chain-link fencing to be knuckled selvage top & bottom, typ -M-7 U HG ( & BM) HVY L, Y B CH WH B, 8" C MX 6' HGH CH-LK CG U HG ( & BM) HVY L, Y - MC G /8" U, Y 8'-"C MC G 7'-" CL MC G WH G WUG, Y UBL G LCH " - MC G " M, Y MH C " M MH 9 GUG W WH, BLCK VYL CG, Y -/8", Y 4" ( MM) GLV, Y 6'-" /4" x /4" L B, Y L: YCL CH-LK CG /4" = '-" -M-49 4" # 8" C 4 - # B M CC G, Y V " 8" " 8", Y C: BCK G VM 4 " = '-" -M- 7 " " BCK, ' H 8" L 8" BV BM L " MH 6 G C BC - BM ' U 4 " ML X J (Y), L UC UG C W/ M 4" CHM, Y V, GG L L UC " M UUB L M LW H G () #4 B CUU WH # " C, BM, & M L H H H G 4 " ML X J ML W M W/ LB G L, top Y BUH H CC GG U CG field surface L C V L J CH /" L G (CW C LY C ), L from field surface to ground surface H G daptive ports ield Josey anch thletic Complex ssue ate: CB, 8 : H G JC H G BY H athletic fields HLL B CU UCH M H H G C B WUG LY M WHU BG CY H G & C H G H BM H G 4'-" 4" Y " MX Y 4" W CC MW G L: UBL G MC " B B CCH CC 8" CC CH B all chain-link fencing to be knuckled selvage top & bottom, typ 4'-" 4" Y /" = '-" -M- #4 B C CC G beyond cut line C: " H MW U : LL WL X J, 48' C MX -M- evisions: Construction etails C-4

14 " BCK, ' H L ' +/- LGH 4" CH 4 GLV L V JCG ' WL ULL G WL U M LC CHC/L 8" L 8" BV BM L " 8" " 7 " " MH 6 G C BC - BM ' U 4 " ML X J (Y), L UC UG C W/ M outfield fence post LC /" X 6' LGH, M CU 4", CK WL LC ULL G WL U M, L MH, M WH V GLVZG G B L C C L H X C // C: BCK G YHC U C: UL YHC U " = '-" '-8" '-" 7'-" 7'-" 6'-" 9'-" ' tall backstop fence '-", GG L 4" # 8" C () #4 B CUU WH # " C, BM, & M 4 - # B M CC G, Y fs 477 sb 4787 perforated ads n- wt hdpe pipe fl = ", Y fs 47 hydraway flat drain sb 478 4" CHM, Y fs 477 '-" X4 W L ned CC L H G -M-7 LG YHC U L 9MM CUH LC LY drainage base course ML L, LG H CH U H B ads n- wt H CLLC, L compacted subgrade LG YHC U L 9MM CUH LC LY drainage base course ML L, LG H CH U H B 4" ads n- wt H, L compacted subgrade fs 47 hydraway flat drain sb 478 fs 478 sb 4699 fl 469 " = '-" -M-7 '-" X4 W L en CC 8" C 4 " C MX fs 477 sb 47 tf 47 fs 47 hydraway flat drain sb 47 " M UUB L V XG CC LZ VM sb 4699 perforated ads n- hdpe pipe fl = 469 fs 478 CU XG 4" LUH WH H UC H XG CC WLL XG " W X '-" HGH (VBL) BCK CC WLL L UC C: BCK C CC C: BCK C CC turf 47 fs 477 sb 47 turfgrass athletic field daptive ports ield Josey anch thletic Complex ssue ate: CB, 8 evisions: C: BBLL YHC U " = '-" Construction etails C-

15 C LC CHC/L plan and elevation '' for lternate # are shown for this section of proposed backstop plan and elevation 'd' for lternate # are shown for this section of proposed backstop G B L C C H e-issued 7//7 L C WH /8" CW C CH BCK WLCK WLL UG 4- CH ( / " X " X ") VY UH BCK CC HHM & B, C XG CC LZ VM '- 4 4" 8 8" 8 8" XG 7/8" GLV BY CUL BCK WLCK WLL C CU CH BCK QUL LGH H M J WLL WLL VY WH XG WLL HGH CU LL BM CU BCK H M HGH QU M M B " +/- XG CC WLL WH MB 7/8" C MY, CH UG C /4" C CC CH LC 48" C MX VY H CU L UC plan and elevation 'b' for lternate # are shown for this section of proposed backstop L VW KY: L # BCK V XG CC WLL CL /"= '-" plan and elevation 'c' for lternate # are shown for this section of proposed backstop X //8 XG CC LZ VM C: L # BCK V : H X LL BCK L HLL B L UG C LX, V QUL X J HLL B LL BCK V H GL U H CC WLL LL BCK CU HLL U LVL U HUGHU H LGH H WLL 4 LC M BY HHM & b C LGH BCK V LC W HL WH #4 LC W 9" C MX WLCK BCK CU 4 LGHW CCL G BCK WLL BH LV + XG CC WLL L C XG CC WLL WLCK CU BCK WLL C LZ C XG CC WLL XG CC WLL C-8 '-" CU BCK QU U XG BCK, YCL * WLL GM HW WH CLY B XG CC WLL B XG CC WLL +98* daptive ports ield Josey anch thletic Complex XG CC LZ VM BCK HLL B CU /8" HCK ( HL) LGHW V V CC WLL BCK UG QUCK G -HK XY GU LV: L # WLL BCK CC G BM : BCK V HLL B CUC UG KG Z CM BCK UG B BCK CL LC HLL B M UG H CUC UBML C ssue ate: CB, 8 evisions: L LV: L # BCK V XG CC WLL CL /"= '-" M & CUC (7--7) Construction etails C-6

16 L C XG CC WLL CU BCK QU U XG BCK, YCL XM CL XG BCK CC WLL XM CL XG BCK CC WLL L C XG CC WLL CU BCK QU U XG BCK, YCL B XG CC WLL LC CHC/L LZ C XG CC WLL LZ C XG CC WLL /" +98* 8'-" 8'-" 8'-" WLCK CU BCK WLL C XG CC WLL 4'- 4 /" * WLL GM HW WH CLY +67 8'-" +67 8'- /" 8'-" 8'-" WLCK CU BCK WLL C XG CC WLL '-9 /" * WLL GM HW WH CLY " +86* G B L C C L H X C e-issued 7//7 //8 : BCK V HLL B CUC UG KG Z CM BCK UG B BCK CL LC HLL B M UG H CUC UBML C : BCK V HLL B CUC UG KG Z CM BCK UG B BCK CL LC HLL B M UG H CUC UBML C B L LV: L # BCK V XG CC WLL CL /"= '-" /" +86* B XG CC WLL L C XG CC WLL '-9 " C L LV: L # BCK V XG CC WLL CL /"= '-" 8'-" 8'-" 8'-" 7'-4" 4" WLCK CU BCK WLL C LZ C XG CC WLL XG CC WLL CU BCK QU U XG BCK, YCL * WLL GM HW WH CLY +9* daptive ports ield Josey anch thletic Complex ssue ate: : BCK V HLL B CUC UG KG Z CM BCK UG B BCK CL LC HLL B M UG H CUC UBML C evisions: CB, 8 M & CUC (7--7) L LV: L # BCK V XG CC WLL CL /"= '-" Construction etails C-7