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Home My WebLink About3396-19i I 1 3 6 4 5 2 1 1 • CAP ALL POSTS (TYP.) 6" i 1-1/2 2. NOT USED 3. 2-7/8"0 GALVANIZED STEEL POST @8'O.C. _ _ 3 1. FINISH GRADE IN PLANTER AREAS PER PLAN 3 4. CHAINLINK FABRIC SHALL BE 9 GAUGE GALVANIZED 3 16 '"r SEE PLAN AND N 2. 8x8x16 PRECISION BLOCK BY Q C N :; VON CYPHER _ _ ° � a ,; a. °, • ° a 2 - I STEEL FLATLINK AVAILABLE FROM YP , I i--_ I p�_ �__�_�_T--T_•1T_ • SECTION BELOW ORCO BLOCK CO. (909) 685-1521; FENCE COMPANY 909-796-8680 _ COLOR TO BE 'BROWN'. GROUT SOLID 5. ASPHALT/CONCRETE PAVING (WHERE OCCURS). _ MEET FLUSH H EXISTING/NEW /NEW _.._._._; ° a ^ _ 3. $ X2 X16 PRECISION BLOCK CAP ' - _( s _ w--; 'TAN' , FOOTING SHALL WIT G `- �� 2__ COLOR TO PAVING TYP. w _ 2 4. COMPACTED BSUBGRADE PER SOILS REPORT (TYP.) i III- 5 5 7 5. CONCRETE FOOTING Z 6• CONCRETE MfOWCURB (IN PLANTER/TURF AREAS); 4 cD EXPANSION JOINT: 6 ? f PER DETAIL 'E', THIS SHEET. ! i- ,- PLAN .' 6. EXPANSION JOINT PER DETAIL 'A', THIS SHEET w I _ as 7. FINISH GRADE WHERE OCCURS). #___..k 7. (2) #4 REBAR CONTINUOUS 1. 6x6 W.W.M. CENTER IN SLAB (FOR CONCRETE 6 THICK AND GREATER) •� . :'.,- 'p � I -_I i !� •4 �� ` I ;___-. III-III.IT_i X111= ' I ' '� '' 8. #4 REBAR CONTINUOUS (TYP.) 8. CONCRETE FOOTING; SIZE OF FOOTING PER 2. CONCRETE PAVING PER PLAN (2500 PAI OR GREATER) =III=III-III=III 1=III-111-II -III-1I1=1I1=1I • I I1=1I1=1'' ] 9. CONCRETE PAVING PER PLAN MANUFACTURERS RECOMMENDATION (TYP.) 3. FINISH PER PLAN iiI=III-I►I f,.• 1=11�i �. i -; k I- ,-i C' r� C--; 5 4. POLYURETHANE CAULKING TO MATCH'CONCRETE COLOR -- -ISI = to 1 10. #4 REBAR @ 16" O.C. EACH FACE 9. 90% RELATIVE COMPACTED SUBGRADE 04 5. 1/2" PREMOLD FIBER EXPANSION JOINT @ 20' O.C. MAX. SPACING. t- ! NOTE: DUGOUT FENCING TO HAVE MID -RAIL (EXCEPTION: JOINTS ON PERIMETER WALKS @ 50' MAX. SPACING) 2 6 ALL FENCING TALLER THAN 6' HIGH TO ff _ _ ' HAVE MID -RAIL i , ! _ I f� = 6 GENERAL NOTES: 1 �I_I_ 1 6. 6 MIN DEPTH 90% COMPACTED SUBGRADE � 3 � 5 2 I I I ? {- � i- � � k *NOTE: 1 • CHAIN LINK FENCE PER DETAIL 'D', THIS SHEET Q 1. ALL MORTAR JOINTS TO BE SMOOTH AND FLUSH. 5 7 6 WALL TO HAVE 1/4" SCRATCH COAT & 1/4 MIN. 2, 2x8 S4S DF CLEAR, EASE ALL EDGES. SPACE 1 HEAVY STUCCO FINISH. EXISTING PAVING, SHALL RECEIVE c° ° 4° BOARDS Y2" APART. PAINT WITH 1 COAT OF PRIMER, ; r iI A LAYER OF TAR PAPER PRIOR %'•`' THEN 2 COATS OF PAINT (4 SIDES) TO -_ _ _ =1 '�- $ O ,�_ �:�::a.___' '" - - 2. MENT PER ASTM C150, 1 PART PORTLAND -�F•t-----*_.r, 7 ao CE _ TO POURING NEW CONCRETE ° • . °' a - SATISFACTION OF THE CITY. CEMENT, 2 TO 3 PARTS LOOSE SAND, 2 PARTS d- °.. I I • , , a, .� , =I I =I I (" •' < I { I=I I I COARSE AGGREGATE _ ! I-�� ! I.; } 11�.;. 3. BALLFIELD SIDE PER PLAN AND SPECIFICATIONS. SECTION - I , 1. BROOM PSI NATURAL GREY CONCRETE WITH LT. ..I =I I=I I=1 co _ , a 11-=j i I BROOM FINISH. iii �- "-�- = 4• FOOTING/ CURB FOR BACKSTOP PER MANUFACTURER'S SPECIFICATIONS. _I = , '' , I (=I (I 3. REINFORCING: FS= 20,000 psi, ASTM A615 GRADE I -� ' ' �I_ �f _ ' ' N 1 i a 5' 2. 4 REBAR; - i--1 I I- _1(I -III-- I = =III- 40, SCORE LINE: 5. CONCRETE PER PLAN _ BARS TO CLEAR OF GROUND BY 3 INCHES IN __, --` I E # LAP BARS 6 AT SPLICES AND TIE. 3/8"0 -2`= I �� I' FOOTING " I Ili~ a -#_I €I 3. FINISH GRADE IN TURF AREAS' (1" BELOW TC) 6• GALVANIZED CARRIAGE BOLTS AND WASHERS (2 PER EACH BOARD END). TACK _ w; i E- j 1. 6"x6" W.W.M. CENTER IN SLAB (FOR CONCRETE 6 THICK AND GREATER) 4. MASONRY: FM= 1500 psi GRADE A PER ASTM C-90 _ I I 8 4. FINISH GRADE IN GROUNDCOVER AREAS (2" BELOW TC). WELD END OF ALL BOLTS TO PREVENT REMOVAL OF NUTS. COUNTERSINK ALL HEADS. -I I-� I_ 5 I 2. CONCRETE PAVING PER PLAN (2500 PSI OR GREATER) S - 5. CONCRETE: FC= 2000 psi @ 28 DAYS PER ASTM C-90 - ; ; �- 5. UNDISTURBED NATIVE TOPSOIL/SUBGRADE 7• Y2 THICK GALVANIZED STEEL BRACKET, 7x8. TACK WELD BRACKET TO VERTICAL `- 3. FINISH PER PLAN + ° i ;- = 6. 90% RELATIVE COMPACTED SUBGRADE SUPPORT POSTS OF BACKSTOP. PAINT ALL WELDS WITH GALVICON AFTER CLEANING. 4 = ' j i III _{ i I-; - „ 4. 1 4x1 DEEP SAW CUT. CUT CONCRETE GREEN FOR BEST RESULTS - 9 ELEVATION NOT TO SCALE * INSTALL 1 /2 PREFORMED EXPANSION JOINTS @15'0.C. K% d _ 5. 6" MIN DEPTH 90% COMPACTED SUBGRADE EQ. ` ' Q AND AT BEGINNING OF RADIUS. SwiL . "BIZ i ■■ T1I ,9 - 7-.� a - 1 2 -1 I F Cr r1 C 1 3/4.1 r 6 1N.T.S. I Ck l I eJOIf�trtVI 1.5 1 � ®O CI�I�I /_ _ _ _ I I 1 1 6' CHAINLINK FENCE - - - - - - - 8' CHAINLINK FENCE 25'-6" --- .,1110 5' 1' TYP. OF 3 IRQ a 1. 8' HIGH CHAINLINK FENCE PER DETAIL 'D', THIS SHEET ;� j 2. WABASH MODEL #S587 15' PLAYERS BENCH WITH BACK. BENCH TO 1 �-- 3 BE BROWN, FRAME TO BE BLACK. INSTALL PER DETAIL 'G', r- d { THIS SHEET. AVAILABLE FROM MIRACLE PLAYGROUND SALES (800) 264-7225 3. L.A. STEELCRAFT BAT RACK MODEL #BR -15. INSTALL PER MFG'S I O ® 7 1 SPECS AND DETAIL 'G', THIS SHEET. AVAILABLE FROM MIRACLE PLAYGROUND 2 SALES (800) 264-7225 I j 4. 6' HIGH CHAINLINK FENCE PER DETAIL 'D', THIS SHEET I 5. CONCRETE PAVING PER PLAN M I I { I 6. L.A. STEELCRAFT BACKSTOP MODEL #BS -35 WITH NETTING OVER I 1 j THE TOP. SEE NOTE BELOW. AVAILABLE FROM MIRACLE PLAYGROUND SALES (800) 264-7225. INSTALL PER MFG S SPECIFICATIONS i 7. ALUMINUM BLEACHERS PER PLAN 8. BOLCO BASE MODEL #100 -ML WITH BASE ANCHOR SET MODEL #205 -BA I I INSTALL PER DETAIL 'H', THIS SHEET. AVAILABLE FROM COAST RECREATION 2 (949) 558-8065 4 9. BOLCO PITCHERS PLATE MODEL #450-C1. INSTALL PER DETAIL 4 '1', THIS SHEET. AVAILABLE FROM COAST RECREATION (949) 558-8065 7 10. BOLCO HOME PLATE MODEL #300-A5. INSTALL PER DETAIL 'J', THIS SHEET. AVAILABLE FROM COAST RECREATION (949),558-8065 , 11. INSTALL DUGOUTS PER DETAIL 'G', THIS SHEET 12. ALL SKINNED INFIELD PER PLAN 7' oo 13. TURF OUTFIELD PER PLAN 5 4 1. BACKSTOP PER DETAIL 'F', THIS SHEET 2. CONCRETE PAVING PER PLAN NOTE: _' 3. BATRACK PER DETAIL 'F', THIS SHEET 3 NETTING TO BE BLACK 1 3/4 SQUARE MESH, KNOTTED SOLID CORE BRAIDED 60' co 4. 6 HIGH CHAINLINK FENCE PER DETAIL D , THIS SHEET POLYETHYLENE TO HAVE A BREAK STRENGTH OF 285#. PERIMETER BINDING OF I 5. 8' HIGH CHAINLINK FENCE PER DETAIL 'D', THIS SHEET 6 14oz. SOLID BLACK VINYL WITH #2 BRASS GROMMETS SPACED 18" ON CENTER. Q' 6. DUGOUT BENCHES (2 PER DUGOUT) PER DETAIL 'F', THIS SHEET NET TO NE MANUFACTURED TO COVER THE ENTIRE TRAPEZOIDAL SHADE CREATED 7. SKINNED INFIELD PER PLAN BY THE SPECIFIED BACKSTOP. OPEN SIDE OF BACKSTOP WILL HAVE A STAINLESS Ap, 0' 60'-6" I STEEL CABLE STRETCHED ALONG THE OPENING FOR ATTACHING THE NET. AVAILABLE 2 FORM MIRACLE PARK (800) 541-8897. - - - - - - - - - - i I co 19 6 2 I 8 k � 3=201/4"=17 alif out ITT- � _ �.._.._ .� T_TTT-T_T-ITT- _TTTTT_TTT, 5 _SIG +++++++++++++++++++++++++++++++++ L ++++++++ +++++++++ ++a.+++++++++++++++++ +++++++++++++++8 6 ++++++++++++++ 1 2 3 4 ++++++++++++++++ +++++ ++++++++++ I ++++++++++++++++++++-#-{- +++++++++++++++++ +++++++++++++++++++++ +++++++++! j +++++++++++++++++++ ' i ++++++++++++++++++++++++++++++++++, NOTES: jjj + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + t++++ ++++ ++++++++++++++++'+++++++++++++++++++++++++++ F+++`+++'+++ ++++.+++++.++`++++.++ ++++++++++C:) -+++++++_++++++++++++ ALL LINES TO BE WHITE 4 THICK + + + + + + + + + + + + + + +++++'+ + +i I ++++++++++++++++++++ f++++++ +++++++++:+:+:+:+: ++++++++++4 PAINT ALL LINES WITH VINYL PAINT + + + + + + + + + + + + + + + + + + + + + + + +-+++-+ + + + + + +I I + + + + + + + + + + + + ....... [++++++++++++++ + + + + + + + + + + + + + I ++ + + + + + + + + +++++++++++++++++2 ++++++++ +++++++++++++ ++++++++i ++++++++++++++++++++ ►++++++++ ++++ +1,16»+ ++-�+ ++++++++� ++m �.+,+++++++.+.+ .+.+.++*.+.++++++ }+++++++++++++++++++ ++++++++,+'F,.'++.+++ +++ +++++++++++++.+i AR o g '�' `�' I INDICATED WITHRAL R'•'=ECOLOR 4. ;+r`:'.. 'd'•1: ,. '•x+a hyo ;'•i, ,r, •„c,n �% + + + + + + + + +- + + + + + + + ► + + + + + + + + + + + + + + + + + + + + + + + + + + { v ....y :..,•, . rt';':;,•,,,,„.;•v'`'6}i,T, ,..-..e.Ma,.... .:.. +,:•.,,,,,Y'.r,, t,;.,:. .r'yP,„+• ,. a, +!. :.., �;r, t `.;��.;c t= ++++++++++++-. + + + + + + + + + + + + + + + + + + + + + ++++,+t + +++++ + +� ,n,...;+.•k.�,,,y,,,,,•;•;r:•,:;A,;,;..;:c•.-{;•,;;,,�:...•:•. +„•.�;•.�;:,,�;,a;t.>',�;;,•'::;:•.'.:�,•,..�•;;�,��:;r + 4-•++ + + +++++++4 � + + + + + + + + + + + + + ++ ++++++++i � TO BE FOREST TAN + + + + + + + + + + + + + + + + + 47 + + + + + + + + + + + + + , + ++++++++ + + + + + + + + +� F + + + + + + + + + + + + + + + + + + = Z + + +++++++(D+ + + 2 b' + + + + + + + + + + + + + + +++++++++++ + +� ,7++'+'+''' + + ` + ` . + .+ + + 6 ALL OTHER AREAS TO BE + + + + + +! + + + + + + + + + + + + + �+ + + ++ +++++ + + + ++++++++++++ ++++ +++ +++++++ ++ + ++�+ ++++++++++ + + + + + + + + + + + + + + + + + + + + + + + +'+ •` +++ 2 +++++++ +' +'++ ++++ +`+++++++'+I COLORED 'ADOBE TAN' + +� f + ++4 + + + + + + + + + + + + + + + + -.F + + + + + _ ++++++ + ++e++++++ I++ + + ++++++ ++ +++++++++++++++ +++++++ +++ +++++++++++++++++++++1 + + + + + + + + + + + + + + + + + + + + + +00+ ++++ ,•,:;•,•. +++ ++++ ++++++++++++++++ ++++++++++4 SEPARATE COLORS TO BE - - - - _ 6 ++++++ + +' + . +'+ + + + + + ++++ 3 E+++++++ +++`+`++++++++++++++++++.}.++++*+++++ ++++++++++++++++.+.+.i INDIVIDUALLY POURED - _ f + + + + + + + + + + + + + + + + + + + +_ LO-+ + + + + + + + + + { 3 _+++++++++++++++++++++*+++*+*+++++.++++++++++ _+++++++++++++,+++ +i EXPANSION JOINT TO SEPARATE ' E++++++++++++++++ +++++- +++++++ ++4 -III-I 4 ++++++++++++++++++++++ cv-++++++ +++ COURT FROM SURROUNDING _ i.. N ++++++++++++++++++++++++++++ +++++i HARDSCAPE 1. -I co I++++++++++++++'+'+++'+ ++ ALL CONCRETE TO BE 6" THICK -j I HOMEPLATE -I I (moi I I -III -III -I I I1'--fi" ESQ - I I -III 1 f ISI IWITH # 4 O.C. _, - -iii- - I I III III' ,; ; 't wtti+•�?" 5 $ (BOTH DIRECTIONS) I I' I -III III I I Iii 8 K,.w ......... ::' r ,...•' 4,,� a -�11=f I I=�1I I lid --III II ". { _"': ? 11=1I1=111= 2 _-�.'-i' ' _ - - _ _ _ SEE DETAIL 'A', THIS SHEET FOR CONCRETE PAVING/JOINTS 5s ii 1 i_ii r�.1=1 ��_::;. +• ': -11.1=i1 1 � l I = I I I -I I I.1I -I '. . ' ' -IiII1=-III- I SCORE LINE -I I �-III-III III -III I � 1=1 i I - 1 BRICKDUST. SUBMIT :SAMPLE TO LANDSCAPE ARCHITECT FOR I • ' � -i I I I - =1 11= =1 I I APPROVAL PRIOR TO INSTALLATION 2 -1'-6"- - 22. 4" PURE UNDERGROUND RED CLAY PER SPECS 1. LIMIT OF UNDERGROUND CLAY 4' COLOR SAMPLES TO BE 3. BASE PLATE PER DETAIL 'F', THIS SHEET 1 2. 1"0X4' GALVANIZED ROD 1. CLAY LIMIT LINE 4 SUBMITTED TO LANDSCAPE 4. UNIVERSAL STEEL ANCHOR 3. CONCRETE ANCHOR 2. 1 "4X4" GALVANIZED ROD ARCHITECT FOR APPROVAL 5. 6" MIN. DEPTH 90% RELATIVE COMPACTED SUBGRADE 4. PITCHING RUBBER PER DETAIL '17% THIS SHEET i 3. HOME PLATE PER DETAIL 'F', THIS SHEEP PRIOR TO INSTALLATION 6. CONCRETE FOOTING (2500 PSI MIN.) 5. CONCRETE FILLED INTERIOR (2500 PSI MIN.) i ; 4. CONCRETE BASE (2500 PSI MIN.) 6. PURE UNDERGROUND RED CLAY PER SPECS 5. BRICKDUST. SUBMIT SAMPLE.TO LANDSCAPE ARCHITECT FOR APPROVAL NOTE: 7. BRICKDUST. SUBMIT SAMPLE TO LANDSCAPE ARCHITECI PRIOR TO INSTALLATION. TAPER FROM 4" TO 3/4" AT PLATE CONTRACTOR SHALL PROVIDE SIX BASE PLATES. FOR APPROVAL PRIOR TO INSTALLATION 6. FIRST BASE FOUL LINE N INSPECTION 8. 6" MIN DEPTH 90% RELATIVE COMPACTED SUBGRADE 7. PURE UNDERGROUND RED CLAY PER SPECS i TURN OVER TO CITY AT FI AL 8. 6" MIN. DEPTH 90% RELATIVE COMPACTED SUBGRADE I #Base-14PitChinq1 2 -1 J I Home Pl to 1/2 =1 Sleet all C urt 1/16 1 LFontap"--aSta---dairdLi~ht 1/2 1 H 3 I Rubber / I LC -6 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA c 4649 Brockton Avenue AP Riverside, CA 92506 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL CONSTRUCTION DETAILS r o �• DRAWN BY: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, `� m KCK L MARTI IN PAR SCALE: N.T.S. {909) 369-0700 DIAL gna ure - -n! DESIGNED BY: TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DATE: } Fax (909) 369-4039 BEFORE ;\•••� DAYS BEFORE tSA �D at � O e�- TIM 12/£3/03 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9� DATE SUBMITTED: 3 22 0 http://www.comworksdg.com REE � � -800-227-2600 � �� CHECKED BY. AP PR VED BY: DRAWING NO.: TOLL F - 1. M • 2 . d D1 S I G h 001011, A PUBLIC SERV I CE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. CWDG JOB NUMBER: 020638 3396 { C Y ENGINEER R.C.E. 51152 DATE: �' to ,d• 50' TURN OVER TO CITY AT FI AL 8. 6" MIN. DEPTH 90% RELATIVE COMPACTED SUBGRADE I #Base-14PitChinq1 2 -1 J I Home Pl to 1/2 =1 Sleet all C urt 1/16 1 LFontap"--aSta---dairdLi~ht 1/2 1 H 3 I Rubber / I LC -6 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA c 4649 Brockton Avenue AP Riverside, CA 92506 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL CONSTRUCTION DETAILS r o �• DRAWN BY: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, `� m KCK L MARTI IN PAR SCALE: N.T.S. {909) 369-0700 DIAL gna ure - -n! DESIGNED BY: TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DATE: } Fax (909) 369-4039 BEFORE ;\•••� DAYS BEFORE tSA �D at � O e�- TIM 12/£3/03 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9� DATE SUBMITTED: 3 22 0 http://www.comworksdg.com REE � � -800-227-2600 � �� CHECKED BY. AP PR VED BY: DRAWING NO.: TOLL F - 1. M • 2 . d D1 S I G h 001011, A PUBLIC SERV I CE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. CWDG JOB NUMBER: 020638 3396 { C Y ENGINEER R.C.E. 51152 DATE: �'