Loading...
PLANS- -, •-:, ',- •--- ' .s - .7 , ;* •, --F, , ',.. "'.. . , ' -'$ ;,.i'' ,----;--E-- " v- .. . .,, . '''` ; • • .' '''''',- 0 ''... ""- . .: ar- . ''• : .7 ,'"7.---a--r-r• f i ,- ' .--. i - ',.'''',-. , :,'• V ,- • --; . . r < , . ' ,-;-`.-.... . _._„.._ .' .. . .* a- .•-..''' - • - -, •-:, ',- •--- ' .s - .7 , ;* ; aa'. • 'a. ., i.1 ' -.77 r-:::- - '..,:',. "; ,----;--E-- " v- .. . .,, . '''` ; r'',°. !'', • ""- . .: ar- . ''• : .7 ,'"7.---a--r-r• f i ,- ' . .. a.. a , a ,:`." . r < , . a i'• '''' '. ' :, _._„.._ .' - — '------- ' ;''' I a . •,-I. i, -, a ,. ' • 1 . Ft .. i :;-- . F,".-4---• i ... a r' 56.67' 51,' • • `t ..5.01 - 14 13 12 II 10 ioe 13 17 18 19 20 21 22 23 2iN. fa. i .Lofs /5 arfd /6 or ..(3/a , 24 a/ i Afarn SNoeee's SECT/04/ . /, ". xcoi y 'b /he /v/' /here4, as recoro%d /r7 /7o/ ,4 /0 al' f 498 7c3. of' /, / �4 J 0/ , cog eve/ j,/ /'-,do. Doers k D.44eYA- ic".G °- City PJanintn9 • 1, f3j2I Surveyt%' .f' it Sucreymg ./40 I . • Land Surveying • Highway Surveying • Land Planning 42 EAST 3rd STREET HIALEAH, FLORIDA ENEaAL UaYEYING WE HEREBY CERTIFY: That the attoch.d "PLAN. OP SURVEY" of the above d writ) ed' c orrect fo the bust of out knowledge Ws( as ; a eti ; urveied a t putted underi Dint( 8Y ',al 1-4 411 G� ,le- - -- At 64 Oate: 2 - /s - 7,.4 HENRY R. CANAI \ e iPe R STE NO. 1 I R Etl� SURVEYOR NO )7 03 3 ►, STATE OF FLORIOA 0 0 • 3� g PROPOSED BERM VERTICAL FRENCH DRAIN (To).) 50 LF- EXFILTRATION 1RENCH PROPOSED I3ERM Lv N TIE;•) fiK K.1•i fig:) A IW i* 20' WOE OFF FIELD 20' WIDE Off FIELD BUFFER • OOPS IF4I•) 20' WIDE OFF FIELD BUFFER ILK•'•! 11K,N EXISTING CLAY INFIELD w 0 z I• TWO TED BLEACHERS EXIST. 17 l DADE couNrf SCHOOL AREA • • WOW S89' 57' 37"W 20' WIDE OFF FIELD BUFFER NEW LOCATION OF NEW NORTH FENCE OF FIELD TM N W. 1 1 1 t h ST. ' CONTRACTOR STAGING AREA (i'0 BE VARIFiED) ' HEW C NORTH 24' NEW UNE 1 COSTING F.H ps p TO REMAIN TING FENCE TO REMAIN GE TER EXISTING F-ENCG TO REJANN . EXIS,'INO FENCE do GATES TO I EJN EXISTING CLAY FIELD ACHiER3 `3oCC ER L IM'TS OF CRAC4NG CHERS PRACTICE AREA e7lISiwo C.B.S. DOGOUT U ':SIR`` a. .; '1 ;Arc ifih�l ASPHALT PARKING AREA 1 • GRAPHIC SCALE 25 • 50 100 1 INCH 33 50 ) FEET y /BARRY UNIVERSITY "HEALTH do /SPORTS CENTER" / j (2 SLY. C.B.S. GYMNASIUM) . iiiimusimolosalinausamisimammion urn x x 200 RETENTION AREA ASPHALT PARKING AREA O IX .NOTES LOCATION OF ALL Eij NTS.ON kis= t A tMAt`II;,, T 1T • ALL U T T L I Y 1 S A7 1 1 OTEHR ) A :U Ti 1.1 T'IES :A�� NT1y, .yilPVrRr •.r, H SITE OR RI[PSF@ t ES AND Q 2. lZONTAL.' V@:RT is C(Iii T.... ; �.:...... AT . •QtNN1 I 0 fit TUN t s-rt tSTI I TH 01 51!WS/1I. TO Tim' .1E0t tITC LimEROOK RA SO A 1 . MATERIAL.. • • 9TCltP I L E. . ti1t1 PROJEQY L tlyltit; 4. FO V* IN%' The > Y iO NTs . THE S TE B TILE. S I T>� 0Qff ORGAN 1 Q lr 1ST O Tti( C' *#1.ETC R.E>MI *COS, ROWS, SWAP'S, .11Ar1 1 I ALS REST I NC aN.. • • ' THE.. !FACE OR TkIr E f t 1 + LEAST 4 INCHES .. ALL ` 1 D u ff I F t CO BY THE Oatitst. TQ'. PRESERvEO BY THE SITE WORN. ATHLETIC FJE ; R GRADING . & DRAIN BARRY AYE MIAMI SK ORES, OR FOR: eAR11 UNiYF ;t O A [e S. AFTER. C'OMPLETRIN J OPeItAt,i CCNTRACCOR V Kai I N : PREP T Cpl# 1= OH . , IM Ex'sII TERIAL , Ut RLYINO' • .. , .,► ' . - . b!• 1 • R $HALL PtOV I DE, , OF ` • . , L, OONTAACTCR ,TO Ltd I : LMCAVA J Oft OUT FALL PR0v I DE A ONE Jolt 1Ii Itji1$ t S . HEST NcI.NG. me 03,4 Tt ONE POINTS• DI SItAklY CONsT i k1..OE fl CA1VA ION Of A tttt T 1 C F I EE AREA AO . QI E)k�AVAT(IIYCI+IQ•:. LI TS ES T . SHALL REPLACE U 1 EXCAVATION AT N! MATERIAL AND I I I MANNER AS DIRE ALL ON -S ITE £Xr I AL *AU, AN AREA TO 9E� I tTEO• THE ON -4I . ' AT. I14t . THE, LIMITS. of t A1'HIATIC4>F SITE vim � } Itl (MCN IA tALS RAVE F E TO .1 bSr Ex TRAd QRTE'D 4 UPON COMOLETI 0ONTRACT R SHALL 4E0 IN TO f 4PORT Tt R ML` VAC I NO Ts THE O bi . T C 3NT*ACT0R c u SH 1. t t I co tY s t}Itr WLTERI/4- t,h t J LAOD IN LAIYERf L NOCAPAICTEO Ytll gs: E; EXCEPT ce, D1 6101ItsE CTeo BY THE SHALL M I T I S A C O 1 LL I N D OPE AT 11 i A BRING ATHLETI P.I 0 SAS'TO.WITHlt4'4 1 Oaf ` 9 W?ON ETIc*1 Of T Vetk5TION,. NOTIFY OtINEwA '10 . F� L THE I , c0I L t AWE TO T Nt 1lLAti O AND CO 1 Gt IR* 1 Id 7. FOLLOW I t*i AP#AQVAL OF 40440 L LL IRRIGATION OQNtIACTOR SIW,L: FM I NS . CONDO I:TS Atoy OTHER ,tE cOMPLETE FUNCTI0!{- it SYST _ AS. REc �1t IN! SPECIf'ICATIQN$. COMPI ETtDid 1' It ,,. SYSTEM, AND AFTER N0T I t► i C. 'V ONN 1 • '1 THE ER, . IRRIGATION SHALL `CONDUCT A � S E T T Qir . rt SYSTEM. SAID PRESSURE TE T. 9}W. ' ' OE. NOT. LESS THAN HOUR'S Ale, i fig SYSTEM MI L. CAPA9LE Qf NA I NTA NTNO A PRESSURE or mot LC S$ TWIN 'r 'HO yi WITH A . TOTAL. " VAR I AT I ON OF mot moot' THAN t3C ; Ins I THE TEST. Pt tP ar. otr . t 6'— 2 -o- ;-- t..__....._... ..__..__..__.._.....,._ • CONCRETE PAD 1 FOOTING LAYOUT SOF1'BALL) SCALE:3/16 4 4 37' -4" • 41 4 • — 6' -0" 6'-- 4 // W10X12 ST INGERS UNDERSTRUCTURE LAYOUT SCALE:3 16 =1 �-0 I I /-- OUTLINE OF BLEACHER GRADE BEAM L 2X2X3/16" CROSSBRACE 6' -0" r 6' -0" 6' -0" '' 6' -0" '' 6' -0" ' 6' —O' 0 - 0 30" PIERS FOOTING LAYOUT (SOFTBA ANG. FRAME SUP. © 6'--0" O.C. 5" THICK SLAB #4 © 12" O.C, EACH WAY (TYP.) NOT TO SCALE 6 "J �l SLAB DETAIL NOT TO SCALE r . 30" PIER DETAIL / 2 #5 BOT. CONT. / • DUGOUT r.� , • \ ' :11 4-4 `a . 4 4 30"c6 PIER (TYP) 30"0 PIER (TYP) / • . q -- EXISTING CONCRETE PAD': TO BE REMOVED AND REPOURED A 156 TOTAL NET 78" SEATS 0 TOTAL NET 33'' WHEEL CHA IR SPACE'S >56 TOTAL SEATING CAPACITY . CD '.1 36' -0" 28'-6" BACKSTOP SEATING LAYOUT (SOFTBALL PIER DESIGNS BASED ON: 2000 P.S.F. SOIL BEARING 3000 P.S.I. CONCRETE 28 DAYS - CONCRETE BY: OTHERS. :— 4 EXISTING FENCE • \ :r \� ; 1 \\ <i • , <,1 9 • [ 1 a3=- -SHEET SHOWN ON COPIED OR REPRODUCED WITHOUT PRIOR WRITTEN CONSENT OF BOTH SADLER GROUP AND SOUTHER BLEACHER COMPANY. THE DRAWING IS LOANED AND SUBJECT TO RETURN UPON DEMAND. DRAWING IS PROTECTED UNDER U.S. AND INTEF NATIONAL COPYRIGHT LAW_ STRUCTURAL ENGINEERS /.-.. -A 7 7r. • " T • - •-"" * 4 • Iw i rrr.r -rr, .-. nrr -,.. -. r... -,.a. ... ..._. --. . ..... -. - - _ - PO Box One, Graham, TX 76450 USA / 801 Fifth Street. 0 Phone: 940 /549 -0733 Fax: 940/549 -1365 " uT r A r'uG'D crix AD A 1\Tv rix fr'/())/- TPE PLAN VIEW 36' -0" X 10 ROW / 30" TREAD TIPX BARRY UNIVERSITY SOFTBALL BLEACHERS MIAMI SHORES, FLORIDA DESCRIPTION ADD 12' & VIEW PLATFORM 1 I oo /si /z► Alan. - DATE DRAWN 11/20/00 SS CHECKED JOB NUMBER 00263 SHEET 3 OF 5 6'— 2 -o- ;-- t..__....._... ..__..__..__.._.....,._ • CONCRETE PAD 1 FOOTING LAYOUT SOF1'BALL) SCALE:3/16 4 4 37' -4" • 41 4 • — 6' -0" 6'-- 4 // W10X12 ST INGERS UNDERSTRUCTURE LAYOUT SCALE:3 16 =1 �-0 I I /-- OUTLINE OF BLEACHER GRADE BEAM L 2X2X3/16" CROSSBRACE 6' -0" r 6' -0" 6' -0" '' 6' -0" '' 6' -0" ' 6' —O' 0 - 0 30" PIERS FOOTING LAYOUT (SOFTBA ANG. FRAME SUP. © 6'--0" O.C. 5" THICK SLAB #4 © 12" O.C, EACH WAY (TYP.) NOT TO SCALE 6 "J �l SLAB DETAIL NOT TO SCALE r . 30" PIER DETAIL / 2 #5 BOT. CONT. / • DUGOUT r.� , • \ ' :11 4-4 `a . 4 4 30"c6 PIER (TYP) 30"0 PIER (TYP) / • . q -- EXISTING CONCRETE PAD': TO BE REMOVED AND REPOURED A 156 TOTAL NET 78" SEATS 0 TOTAL NET 33'' WHEEL CHA IR SPACE'S >56 TOTAL SEATING CAPACITY . CD '.1 36' -0" 28'-6" BACKSTOP SEATING LAYOUT (SOFTBALL PIER DESIGNS BASED ON: 2000 P.S.F. SOIL BEARING 3000 P.S.I. CONCRETE 28 DAYS - CONCRETE BY: OTHERS. :— 4 EXISTING FENCE • \ :r \� ; 1 \\ <i • , <,1 9 •