HomeMy WebLinkAbout3171-20SYMBOL DESCRIPTION/MANUFACTURER SUPPLIER DETAIL I
INSTALL BACKSTOP BY 'L.A. STEELCRAFT' MIRACLE PLAYGROUND SALES PER MFG. SPECS:
SMALL / LARGE FIELDFIELDS- MODE
LL#BBS 355 (800) 264-7225
ALL BACKSTOPS TO HAVE NETTING OVER
7 r __ _ _ _ e -1 r - - � THE TOP; SEE NOTE BELOW
2INSTALL HOME PLATE BY "BOLCO" COAST RECREATION PER MFG, SPECS, &
~`" µ `• 2 MODEL #300-A5 (949) 553-8065 DETAIL E THIS SHEET
13 l INSTALL PITCHER'S PLATE BY "BOLCO" COAST RECREATION PER MFG, SPECS, &
1. 8"X8'°X16" ONE-SIDED SPLIT FACE „'.•:''- MODEL #450-C1 (949) 553-8065 DETAIL F THIS SHEET 4'
\\ // ( \\ (( // I CONCRETE BLOCK WALL. GROUT SOLID INSTALL BASES BY "BOLCO": (BASES) PER MFG. SPECS, & 60'
\� / ( \\ �/ I (� ALL CELLS•. ,V �/ - _ COAST
R553-8065 N
-. __I (_ _ _ ___ CL _ 32. . CONCRETE
@24"OO G CAP 4 BASE 5ANCHOR SETOMODEL #205 -BA DETAIL B THIS SHEET
ALTERNATE BEND IN FOOTING l71 INSTALL BAT RACK BY L.A. STEELCRAfT MIRACLE PLAYGROUND SALES PER MFG. SPECS, AND
4. #4 HORIZONTAL REBAR 24" O.C. -------------- --- ----- MODEL #SR -15 (800) 264-7225 DETAIL H THIS SHEET
5. CONCRETE PAVING PER PLAN 25'
10 6. FINISH GRADE IN PLANTER AREAS' 6 INSTALL WABASH MODEL #S587 15' PLAYER'S DAVE BANG ASSOC, ��
ti•.
ELEVA77DN 7. 3 - #4 REBAR CONTINUOUS '' ($) BENCH W/ BACK. BENCH TO BE BROWN (800) 264-2585 PER MFG, SPECS, I 1.
8. CONCRETE FOOTING ° �- FRAME TO BE BLACK
9. 2"X2"X14 GA. SQUARE STEEL GATE
r w M\�• � � � I _ 1
3 -4 18 FRAME W/ CROSS SUPPORT. to
I
SOLID SHEET 1$ GA. COVER='r'"'' { INSTALL BLEACHERS PER CONSTRUCTION PLAN
10. 6"X6" CONCRETE CURB
1
11. 6" REINFORCED CONCRETE PAVING $ INSTALL 6' CHAINLINK FENCE (92 LINEAR FEET PER FIELD) C, LC -3 ' t
12. STEEL CHANNEL W/ 1/2"0 ANCHOR BOLT ' 5 !
13. HEAVY DUTY STEEL HINGES (2 PER GATE) `Y"` f I i
INSTALL 8' CHAINLINK FENCE (140 LINEAR FEET PER FIELD) C, LC -3
NOTES:PROVIDE ONE THROW LATCH AND ONE 1/20 ,H,: 10 INSTALL DUGOUTS
SEE RETAIL H, THIS SHEET
CANE BOLT FOR EACH PAIR OF GATES 4'.'.'
f -------------------- -- -
jjj=_= I ..ffj T(=�(j� ALL SKINNED INFIELD: INFIELD MIX SHALL BE 1" PER PLAN, SPECS:, 12 ______. _.____-.__-_. __ ❑
iQ * ALL STEEL TO BE GALVANIZED & POWDER mV�T _ _.__.__--__.____--___..___ ___.______ ..- __-- MAX. BELOW TOP OF CONCRETE WHERE OCCURS AND DETAILS
COATED DUNN EDWARDS 'NIGHT JUNGLE' ' 1=1 1=III-III , ; .; .' :: HLI=111=1' - -
r " DE 34901 (CONTRACTOR TO SUBMIT COLOR:•, .•, <.`..• •, s'.•: ; 1- - 7 �,
7'-60v 7 -s SMAPLE TO LANDSCAPE ARCHITECT FOR III=II';: ;,;..•'; J 11' -� Q 6' CHAINLINK FENCE -- - 8' CHAINLINK FENCE 2Q 1-710
_.... 11-I i 2 1
I APPROVAL PRIOR TO APPLICATION) I j( TI"
= 1= __ - 1= I =TIT - -I - "� INFIELD TOPPING SHALL BE AN IMPORTED BLEND OF CRUSHED BRICK, BRICK DUST AND CLAY, PRE -MIXED PRIOR TO DELVERY, i
*PROVIDE SHOP DRAWINGS PER SPECIFICATIONS I� �, - CONTAINING NOT LESS THAN 60% MATERIAL FROM BRICK SOURCES AND NOT LESS THAN 30% CLAY OF THE FOLLOWING GRADATION:-
"�-�_�- % PASSING MINIMUM 0.3% EXTRACTABLE CALCIUM BASED ON DRY WEIGHT, UTILIZING 10% SODIUM ACETATE EXTRACTING SOLUTION.
Jt 1, MIN. -MAX. SIEVE SIZE ��� 8� 4' Cl
3ia'• 7 95-100 9.5MM
Q SUITABIF MATERIAL IS AVAILABLE FROM:
f ` f 65-95 500 MICRON CORONA CLAY- "ANGEL MIX" (INFIELD) OR "MOUND MIX" (ALL BASES & PITCHING MOUND) ,7O
30-45 53 MICRON
14 $ (909)- 277-2667
WALL SEC77ON NOTE. NETTING TO BE BLACK 1 3/4" SOUARE MESH, KNOTTED SOLID CORE BRAIDED POLYETHYLENE
TO HAVE A BREAK STRENGTH OF 285# PERIMETER BINDING OF 14 OZ. SOLID BLACK
9 VINYL WITH o2 ENTIRE TRAPEZOIDAL
IDALHAVSHRASS GROMMETS APE18-
STEEL CABLESTRETCHED R. NET TO BE AALONGTURED 86'
TO COVER THE ENTIRE TRAPEZOIDAL SHAPE CREATED BY THE SPECIFIED BACKSTOP.
OPEN SIDE FBACKSTOP
PLAN VIEW MIRACTHE LE EE PLAYGE FOR ROUND ROUNDA ALESIrG THE INC. AT N( DO) VENDOR,64-75V FOR AVAILABLE DOUGLAS; CONTACT
'THESE CALL. -OUTS ARE TYPICAL OF ALL FIELDS
City of Fontana Standard
Trash Enclosure Softball Field
816t' 5'-0» 11 3 , �p FIELD SIDE
9 s>
3 HiG 4 (INFIELD PLAY MIX
41-3y' 4 -3�- FIELD PER PLAN)
6„ 1 ACCESS S
NOTE: _ CLAY LIMIT LINE- 2' MIN. 2 7 EQ. s
CONTRACTOR SHALL PROVIDE SIX ( PITCHING RUBBER I - I;:_ -Ii I (-:_I LI_::I i I: '.-::..: 7'
BASE PLATES, TURN OVER TO CITY PER SPECS. 6 11= I =I I ( "' E ; E5'
AT FINAL INSPECTION. I 1 �9, \F/ I 99 �:: 18� `-� Ea,
BASE PLATES - PER SPECS. �` 00 1- _
99 I _ (_ ci 199 DIA. x 4' LONG GALV. BAR 12 III I I I 3
4 CLAY MIX I �9� 4 0 (�24 0)_.`` 10 1
MIN, GRADE BRICKDUST I _ I I ( _ - - 12 x 12" x 30 CONCRETE ANCHOR-�_1...I:
91 'y�
..9 �,,,,:.�..; a'i �,•�'�•;y� 1\ a a.;t. .a,•o- *'t;'; „;.tfi.,.;.f.•. co
\ C+;} �
99 DIA. x 4' LONG
HOMELV. BAR - _
,..°.: PLATE GA �- �
tr a
8 I PER SPECS. 99 ! II 9r ;,; r^..�'ar n� Ii-:
/18" x 18 CONCRETE 12 3 1 ra ' '° 1--'
MIN, - - - - - - - - - =III=111111=III1 _ N PLAN 4
-1
ANCHOR I� s "tr 8
1=� I I=� I I=III- - -
_ _ � I__.: _ '._:.': , � : °�f� � a � I__ ADD MID -RAIL
-1I1=115 11I' �, 4 II111 111111 II I I -1I __.__: ___ -_ DUGOUTS
I I___:, ; i' I I �_..._ : _ 1 I".... - PLAN
2-1/2"T; �jI=I�1=II'"
TAPER BRICKDUST FROM 18
f9 IN L
1=)11=I I 1 • • a � . 4 •a I � (_I � I I� { TAPER BRICKDUST FROM PURE UNGROUND �-- --T� 1. DUGOUT BENCHES: (2 ea.) IN -GROUND
(� 1=1i' =----`----- - _ _ I=I I _ I 4" TO 1 /4" AT PLATE 3" TO 1 /4" AT RUBBER CONCRETE RED CLAY
MOUNTED, SEE CONSTRUCTION PLAN
HOMEPLATE FILLED 1. 8"x8"x16" SPLIT FACE BLOCK ONE SIDE 2. BAT RACK PER DETAIL'S', THIS SHEET
90% RELATIVE �a 'ORCO' OR APPROVED EQUAL (909) 685-1521 3. BACKSTOP PER DETAIL'B', THIS SHEET
-III=I (-i I 1 111 I -I 1 I I 1 I= I=1 1=11 I=1 I I=1 I I- �:' l.... �. �. ' _ _ 2. 2"X8"X 16" PRECISION CAP 4. 8' CHAIN LINK FENCE 5 I
COMPACTED SUBGRAGDE _ r "
" ; `.: 00 -i /.��// j j/.�;//� y- - ' N 3. 8"X4»X8" SPLIT FACE BLOCK AT 4 CORNERS 5. 6' CHAIN LINK FENCE PER PLAN B'
PURE UNGROUND RED I) / / /:i..:,a-. ' 111- - 'ORCO' OR APPROVED EQUAL (909) 685-1521 r ,
CLAY (SEE SPECS.) i _ __ :•:"s ,;, T " 6. REFER TO DETAIL D, SHEET LC -4 6' 2
18" SQ. CONCRETE FOOTING -i i -iii-' -I i 1 ;,{` a i-' 4. 4 REBAR @ O.C. FOR FENCE FOOTING DETAIL
5. 4 REBAR CONTINUOUS (TYP. OF 3) 7. CONCRETE PER PLAN 1
SECTION 12" 1" DIA. x 4' LONG GALV. BAR 6, FINISH GRADE IN PLANTER - FILL W/ TOPSOIL PER SPECS
- 18 7. 90% COMPACTED SUBGRADE a'
BASE ANCHOR PER SPECS.
12" x 12" x 30" CONCRETE ANCHOR 8. CONCRETE FOOTING IB"
1 " DIA. x 4' LONG GALV. BAR �''* 9. CONCRETE PAVING PER PLAN
SECTION 10. EXPANSION JOINT ,
18" x 18" CONCRETE ANCHOR V 11. 2x8x8 PRECISION CAP
12. VULKEM 201K WATER PROOFING. COCRETE 6 BA
LLFIELD
AVAILABLE FROM SMALLEY & COMPANY (800) 889-3629 PER PLAN PER PLAN
SECTION
Raised Planter G Du out
Bases Q Home Plate : E Pitchers Rubberg
3' - 6' 3' 3 5 6 4 3 7 2 14 10
1 � MIN ...
--�i_=�I--II:- III _='
18" MIN. I 1 1
-
3, PER LA
1 - - - -- - - --- - _
-- - d LII ;i-I.���III
0
PLAN
i, _
i I i
14
3' n
III : �� ���.__ _ i�� ' '
�+ q q
36" _ 1 I "
I n
-- ' - +1 Y 1. TUBULAR STEEL FENCE 1 „
rJ% _ ,__ �-._�; 13 I ;_- _ _ � .. PER DETAIL 'E`, SHEET LC -4
11
2. 8'X8' POLIGON STRUCTURE
PER PLAN
1,
3. 4' WIDE TUBULAR STEEL ~
6 �p _........ 11 I h... SHEETMANGA
DETAIL 'G',-_ -,:I i_, - , I `I j - -i 11'
I I i._ I I
M
4. SUPPORT POSTS STRUCTURE _ _
ATTACH FENCE TO 1._.J.,- ..1 ' fI i
I:-� I:mom
III I .
2 6
y : _ 2 MIN - -.._-.._I_-- ..!...... - - ---- - :..__......I i ...._._:.f
__..., . u �- - - - - -- � - 4
_..-;I�; ;- ;Iii (Ii-�� (i -
_=I, I '---� � I - -- I I-- � � 1 ��' I i _�I I _ I - =� ' "-� �� I ---__I i (:_
2'-5' 99
- 9 36
I6• 1. 1/2" TYPE K COPPER PIPE
2. DRINKING FOUNTAIN PER CONSTRUCTION PLAN
3. 48" SO. CONCRETE TREE GRATE WITH METAL FRAME, MODEL 0)
# QS -48A -TG BY 'QUICKCRETE' (909) 737-6240 - INSTALL PER MFG.
,4 4, CONCRETE PAVING PER PLAN
5. BROOKS #WT -37 VALVE BOX W/ GALVANIZED LOCKING LID INSCRIBED "WATER"
SET FLUSH WITH FINISH SURFACE OF CONCRETE
1. BENCHES: ALUMINUM, COLOR CODED 3, BACKSTOP 6. NIBCO T-585 BRASS BALL VALVE OR APPROVED EQUAL 1. FINISH GRADE
TO FIELD COLOR (REFER TO 4. SCOREBOARD AND P.A. HOOKUPS 7. WATER SUPPLY LINE PER MFG'S SPECS. 2. NATIVE SOIL - 90% RELATIVE COMPACTION - - -
8. CONCRETE FOOTING PER MFG'S SPECS. 3. INSTALL FIBERGLASS FABRIC ON TOP OF SUMP PER SPECS 1. RUBBER PLAY SURFACING KEY
SHEET LC -2 FOR FIELD COLOR) (SEE ELECTRICAL PLANS) 4. INVERT ELEVATION - MAINTAIN 2% SLOPE FROM DRINKING FOUNTAIN �_ _ _ _ _ 2. POURED IN PLACE PLAY MATTING PER SPECS.
9. NATIVE SOIL - 90% RELATIVE COMPACTION �->T� -•.; ' � �-�- 3. 3" THICK CONCRETE BASE
MIRACLE RECREATION THRU 5, PIPE SUPPORTS IN CONCRETE 10. FIBERGLASS FABRIC ON TOP OF GRATE 5. 6" PERFORATED DRAINLINE-�-� -_ ' '
T=- _�_ -�_ lid--�i= 4. 4 CONCRETE PAVING PER DETAIL C , THIS SHEET
WALT RANKIN 8c ASSOCIATES FOR FOOTING REFER TO DUGOUT 11. NDS" #101 CATCH BASIN (9"x9") WITH #40 GRATE 6. FILL WITH 3/4» AGGREGATE--
909-694-8006 DETAIL, THIS SHEET. IN ROCK TO BOTTOM OF TREE GRATE 7. INSTALL 2" SCH 40 PVC DRAINLINE FROM DRINKING FOUNTAIN -T=1 3- 5. 90% RELATIVE COMPACTED SUBGRADE
(BLEACHER BOARDS INSTALLED RTE PAVING PER PLAN 12. 3/4 DRAIN
6. CONCRETE SLOPE TO CATCH BASIN MINIMUM 2% ���u�-1 �� vn ��I
AS TABLE)
2. 4 HIGH CHAIN LINK FENCE
13. 3" SCH 40 PVC DRAINLINE - CONNECT TO SUMP -2� MIN. SLOPE
SEE DETAIL 'C', SHEET LC -3 14. 3" CONCRETE CHANNEL FROM DRINKING FOUNTAIN TO DRAIN
•KFence a Poli on Shelter L_ Play Area Matting
Drinking Fountain Sum g y
Drinking Fountain Drain g p
Score Keeper's Area � g
%
ORNIA
b4 Biockko Avenue
REV. REVISION DESCRIPTION DATE ENGR, CITY DATE SCALE:
4 9 n SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, ALIF
p N.T.S.
Riverside, CA 92506 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL CC.�NSTRUCTION DETAIL
9/25/02
Id
���'� DRAWN BY,
(9°9)369-°7°° - SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, MA JACK BULIK PARK
C7 Y DESIGNED BY; LC
gna ure o Fax (909)3694039 DIAL TWO WORKING -- THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ASE
Date BEFORE •a� DAYS BEFORE CCG APPR BY; DRAWING NO.;
rA a -mail: comworks�pe.neE -1 VV CCG
YOU DIG G
sir �Q' ' " ` BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date CHECKED B0
YOU DIG
�Q� 1�� z> http:llwww,comwarkscjg.com TOLL FREE 1-8a0-227-2 00 le�Cp -3,. Z 3171
CAS- MMull, A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. CWDG JOB NUMBER: 01032
OISI4CITY ENGINEER R.C.E. 51152 DATE: 73