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HomeMy WebLinkAbout3174-15*�x�• x \+\ I I /''" �l r ` ` �� ' SYMBOL DESCRIPTION/MANUFACTURER SUPPLIER DETAIL INSTALL BACKSTOP BY 'L.A. STEELCRAFT' MIRACLE PLAYGROUND SALES PER MFG. SPECS, O SMALL FIELDS - MODEL #BS -25(80) 264-7225. LARGE FIELD - MODEL #BS -35 ' x �x +\+\+ r F ALL BACKSTOPS TO HAVE NETTING OVER THE TOP; SEE NOTE BELOW \+\ i I ` / ' r; f ` ,' `r•f ''` rr O HOME PLATE BY "BOLCO" COAST RECREATION PER MFG, SPECS, & MODEL X300 -AS C949) 553-8065 'J' ( BAT RACK ACK PER AMENITIESINSTALL SCHEDULE I \ — I;'"• / f' THIS SHEET 'j \DETAIL + ! + \+ I I\C949> r ! f ! �. " ' 1 '' / f O INSTALL PITCHER'S PLATE BY "BOLCO" COAST RECREATION PER MFG, SPECS, & MODEL #450 C1 DETAIL 'I' THIS SHEET 553-8065 INSTALL BASES BY "BOLCO": x \+\ + + Jl f , , , ,'' ,? i f , \ I ( (4) BASES (BASES) PER MFG, SPECS, & BASES MODEL 100 -ML COAST RECREATION (949) 553-8065 DETAIL 'H' THIS SHEET + I / f i / ,`, rf' a` BASE ANCHOR SET MODEL 205 -BA ' x + INSTALL BAT RACK BY L.A. STEELCRAFT MIRACLE PLAYGROUND SALES PER MFG, SPECS, AND MODEL #BR -15(800) 264-7225 DETAIL 'F' THIS SHEET x I \ " ( ' INSTALL L.A. STEELCRAFT MODEL PBA -15P -FS M 15' PLAYER'S BENCH WL BACK. BENCH TO BE I S PER MFG, SPECS, AND BROWN, FRAME TO BE BLACK R(80) 264-7225ND DETAIL 'F' THIS SHEET (2) PER DUGOUT " ' + x j I \ " \ P BAT RACK OST PER MFGR. FINISH SURFACE $° (I •T -'i .- 1 } -� ' ;' % !, f i'Il r r S CONSTRUCTION 3C, LCINSTALL 6' CHAINLINK C I �• -` ' l ,' :'\tet ,. - J f f s r r`` I: I � INSTALL 8' CHAINLINK FENCE - .f III I � il I I I I I i l l l ICO �,'.,. ,.,..:,,.,,,r „• - , ' I INSTALL DUGOUTS SEE DETAIL 'F', THIS SHEET , /f. f 7 7 - — K — ,. ' /BELOW f , r' , � i r ALL SKINNED INFIELD: INFIELD MIX SHALL BE 1" PER PLAN, SPECS„ MAX. TOP OFI WHERE1 OCCURS AND 1 ,' �`` ,-' �- :,.:., >z6o' x .= r ,' / :' ,'�;`'� �� r r , % - - - 00 CONC. FTG. — - r- — — COMPACTED ,., ,- r a°•: r` , , 1 ;' ,i i CHAINLINK FENCE g CHAINLINK FENCE BACK STOP PER MFG. SPECS > f a'x —- — — SUBGRADE — - — r .- , , ,r• INFIELD TOPPING .'" ,•' , NG CONTAINING NOT SHALL BE A MINIMUM OF 3 THICKNESS OF IMPORTED BLEND OF CRUSHED BRICK RICK DUST BAND CLAY, MIXED PRIOR TO DELIVERY, LESS THAN 60% MATERIAL FROM BRICK SOURCES AND NOT LESS THAN 09: CLAY 3 LA OF THE FOLLOWING GRADATION: 2' i s,%;:r � '�% ,� 'Ai '�%%.r .s,;j'i !' ! ,�, ,,�� : �(.,: r�', / f /, ` r / j;'`fi'" fr ,• ,.'r' ❑ r f i i'!'''�/ E r i ,�'c`' F��'', ;,`-,-,-> s /; .r'/ / r f ' � I irsi /�� ,% ,',; f,.� �f- ;r 'f ' i �`. ' ` !`" = /' + /' / f .S /' 1O !' • r' i ' r ,% /' / �! r _-- ^ X X 9: PASSING11 MIN.-MAX. 95-100 65-95 30 45 MINIMUM 0.39: EXTRACTABLE CALCIUM BASED ON DRY WEIGHT UTILIZING 107e S SIEVE SIZE SOLUTION.,-'% ODIUM ACETATE EXTRACTING 9.5MM SUITABLE MATERIAL IS AVAILABLE FROM:r----/---- 500 MICRON 53 CORONA CLAY- ANGEL MIX" (INFIELD) OR "MOUND MIX" (ALL BASES & PITCHING MOUND) ,/ f=fj,/;,:r�.,r. ./Xr/�' ' ,' r 1. , r i r`' / ?12' '' r ". !' J` 11^1 8 f f'` f ` �"' 'r' %' 'r r �`` 8 e •"- f r r ! r ! 1 .-. x -•-x- ,40'77�q, �` ,�_-: —■--"- -- "� =f `__ - r _ I 8 8 - NOTE: MICRON - - (951) 277 2667 BACKSTOP HOOD NETTING TO BE BLACK 1 3 4" SQUARE MESH, KNOTTED SOLID CORE BRAIDED POLYETHYLENE / TO HAVE A BREAK STRENGTH OF 285. PERIMETER BINDING OF 14 OZ. SOLID BLACK VINYL WITH #2 BRASS GROMMETS SPACED 18 ON CENTER. NET TO BE MANUFACTURED TO COVER THE ENTIRE TRAPEZOIDAL SHAPE CREATED BY THE SPECIFIED BACKSTOP. OPEN SIDE OF BACKSTOP WILL HAVE A STAINLESS STEEL CABLE STRETCHED ALONG f /f/i f., 4J / I ?©r! �;! r s , „ r` f ` .� ' l` /} f` i /' ; - ' : �i, 6„ - ,- , x r-r------�--_ -x 30' P I q' x x NOTES INSTALL THE BAT RACK PER MANUFACTURER'S q" b, '70' 6 THE OPEN SIDE FOR ATTACHING THE NET. VENDOR, AVAILABLE FROM DOUGLAS; CONTACT �c--- 60' S P C E I FI CATI O N S . MIRACLE PLAYGROUND SALES INC. AT (800) 264-7225 FOR QUOTE. SEE DETA -'C', THIS SHEET FOR EOLIFWAIT CALLOUTS WM RJ iNVQ CALL -OUTS ARE TYPICAL OF ALL Fa -M e6' 36' A Baseball Field- 90' B Softball Field- 60' C Bat Rack -o it 3 f 3 2 , ��/IIpp FIELD SIDE 8'-0" O.C. ' 4" O.C. 3 �' HIGF FIELD II ACCESS 4 (INFIELD PLAY MIX PER PLAN) 3' 6' 2' MIN, - - - _3' Backstop Fence - �. �• . 4 00 :. — = — — �. % 4" 2 4 2 EQ. 7 EQ. 5 _+ EQ. T �r I I I I' 1-1 - I=I _ 4 -III 00 - ( 3 42" - 15' 7 15' EQ, 7 © A Al O 2" NOM. O.D. FENCE POST - I - .:; —_9'�' ®6' HIGH CHAINLINK FENCE -I I +'' III -I I I= ^ PER DEFAIL 'C', SHT. LC -3 •^' " I -I I—� - I I- ,4, 1 5 LO 3 4" CONC. PAVING, BROOM FINISH - I I I—I I I Ii=III- 0 � I II� I I_- III - `° 3" Ll— 5 M �i II 5 o 4 8"x8"x16" SPLIT FACE TAN BLOCK I 2 0 -I III & CAP, GROUT ALL CELLS III=III—III II III I!I 4 BARS8" ON ' N a. • a. a a ° a a 36' O Y0 CENTER 2 0 H WA,S 1' 4" 4 18„ a 4 a a ' 4 MU 1 4 Q L.A. STEELCRAFT PLATERS BENCH,(SCORER'S TABLE) NO BACK g" 8 - ° SECTION ° 6 I PLAN 1. DUGOUT BENCHES: 2 - S. ( ea) IN GROUND ADD MID -RAIL SEF AT 32", DIRECT BURIAL POSTS IN ALL DUGOUTS a _ MOUNTED, SEE CONSTRUCTION PLAN PLAN VIEW 3 U7 WEBCOAT B6WBWINGLINES, BROWN, DIRECT BURIAL POSTS. SET BENCH AT 16" HIGH. - — — _— — — —_ —_ _ —_ — —_ —_ — —_ – ' 11=III-III-III=III-I i �I 11=III-I I i-III=1 I I -I I I=III I I=III=I I=I 1= T T 3» INSTALL PER MFG'S SPECS L.A. STEELCRAFT MODEL #: PBA -15P -FS 2. BAT RACK PER DETAIL 'C', ' SECTION A —A ® COMPACTED SUBGRADE SECTION B — B X11=IT�I I -I 1=I 1=1 11=1 I I -I I=1 T 1=1 11=I I ITI=1 I I �I I FE1 I- -III-I 11=III-III-I 11= I 1=1 I 1=I 11=III-III-III=III III -III -1 I i- THIS SHEET 3. BACKSTOP PER DETAIL 'C', THIS SHEET 5 g- �I 0 BACKSTOP FENCING ;, 111_111= 8 4. V CHAIN LINK FENCE 5. V CHAIN LINK FENCE PER PLAN 6' 2 SECTION C 1. 1 1/2" SQ. TUBULAR STEEL TOP RAIL 1. POWDER COAT ALL METAL SURFACES 2. 1" SQ. TUBULAR STEEL PICKET AT 4" DUNN EDWARDS 'NIGHT JUNGLE' 6. REFER TO DETAIL'C', SHEET LC -3 FOR FENCE FOOTING DETAIL 1 21 l.i - DE 34901 (CONTRACTOR TO SUBMIT 3. 1-1 /2" SQ. TUBULAR STEEL SUPPORT POST COLOR SAMPLE TO LANDSCAPE ARCHITECT AT 8' O.C. MAX. 7. CONCRETE PER PLAN 31 4 3" -CENTER ON 8" WIDE WALL BEFORE APPLICATION) 4. 1-1/2" SQ. TUBULAR STEEL BOTTOM 18" RAIL 2. CONT. WELD ALL METAL CONNECTIONS 5. BLOCK WALL PER DETAIL 'A', SHEET LC -3 3. SUBMIT ALL SHOP DRAWINGS TO CITY 6. CORE DRILL RAIL POSTSLEEVES- FILL WITH FOR APPROVAL. NON SHRINKING GROUT. 4. ALL STEEL TO BE 14 GAUGE 6 CONCRETE 3 PER PLAN BALLFIELD i E « Tubular Steel Guard Rail SECTION PER PLAN D Score Keeper's Area p F Dugout g , 5'-0" 8'-6f$ NOTE CLAY LIMIT LINE CONTRACTOR SHALL PROVIDE SIX BASE PLATES. TURN OVER TO CITY AT FINAL INSPECTION. - BASE PLATES - PER SPECS. _ PITCHING RUBBER PER SPECS. 30" _ W W O �� 1 811 �; T___T t� 00 P� I 24X30* � uPER 12 ELECTRICAL PLANS NATURAL GREY CONCRETE WITH MEDIUM BROOM FINISH LIGHT STANDARD PER PLAN. SMOOTH TROWEL FINISH W/ RADIUS TOOL 4" WIDE — —' __ � - - 1 DIA. x 4 LONG GALV. BAR 0- 24" zo _7110 MIN. GRADE BRICKDUST 12" x 12" x 30" CONCRETE ANCHOR 00 I >• a L t° . - 1" DIA. x 4' LONG HOME PLATE GALV. BAR ,. ° •e e . ' '. „ ; ti 'r• ;, r ,; < < 8 „ , 4, • j PLAN PER SPECS. „ ., I 18 x 18 CONCRETE N ANCHOR ;P ' s ° d. „• 1" MIN. I � I=1 � I=1 � 1=1 I '• a i -I � I -I � I -I � I -I I (=1 I=1 I I d I I=III—III-� I PLAN ,e ' e . • d ° '`; A ..e, 'A •e.. :a ..� •• d ' a 2-1/2"_E= — = AE4 __ _ = I (II I II TAPER BRICKDUST FROM PURE UNGROUND TAPER BRICKDUST FROM " >� <` . 1=III=1 I I a 4 •a II I II =1 I I=I i t=1 I I=1 I I-1 I=1 I I -III -1 I I-1 I III=1 I I I I II l i II III I 3 TO 1/4" AT RUBBER RED CLAY ! CONCRETE EPLATE FILLED 4 TO 1 /4 AT PLATE - •a �I II 1-1 I I -III -III I I -I I I I I I -I I I- I I I -III -I i I I so% RELATIVE COMPACTED SUBGRADE " 18 SQ. CONCRETE FOOTING WHOM I , ,'�'+ ' / -_ - II j� j/ j j�/ j j/ j �.4 ., _- N - tip• e, •• � _ 00 PURE UNGROUND RED CLAY (SEE SPECS.) A d°. ° e d ep • , d '4 ''e'� e 4 °. e ° ° a' d e ; • as 12" 1 " DIA. x 4' LONG GALV. BAR 1 8„ SECTION e .,,. a d • •° d °•. : e " °a d A BASE ANCHOR - PER SPECS. -12" x 12" x 30" CONCRETE ANCHOR j SECTION 1 " DIA. x 4' LONG GALV. BAR coNCReTE WALKWAY - PER PLAN j 18" x 18" CONCRETE ANCHOR EXPANSION JOINT EQUAL PER LC 3 EQUAL SHEET i H Bases Pitcher's Rubber J Home m Plate L Cut -Out- « Concrete Light ht Cut Out Plan View g 4649 Brockton Avenue CA 92506 Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under- The Supervision Of : CITY OF FONTANA, CALIFORNIA SCALE: N.T.S.Riverside, DATE: fn w o I re (951) 369-0700 Fax (951) 369-4039 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, CONSTRUCTION DETAILS / z�71 04 DRAWN BY: KCK JACK BULIK P b y DIAL TW❑ WORKING THE CITY OF FONTANA MAY REQUIRE REVISIONS LC -4 DESIGNED BY: Do \Q `q .,,,� : .. e-mail: comworks@pe.net B E F ❑ R E .,., DAYS BEFORE ORE YOU DIGPAAS TO THE PLANS TO Y E z t' �tp;,,www.`omwo"I�a9.`om BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date : CHECK APP D BY: DRAWING NO.: CAS-XF r:`N`' ' ONO I G M � ROUP TOLL FREE A PUBLIC SERVICE BY UNDERGROUND OOSER ICE ALERTTIM STANDARDS IN EFFECT. 7 -G • ps' 3174 1 5 CWDG ITY ENGINEER R.C.E. 51152 DATE: JOB NUMBER: 010320 31