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CONC. EDGEBAND
<br /> 2 CONT. CONC. CURB, 2
<br /> ABOVE, WHERE 2 2 NOTE: NOTE:
<br /> OCCURS NOTE: NOTE: SEE DETAIL S8.1 ��ABOVE, WHERE OCCURS, SEE DETAIL S8.1
<br /> • SEE DETAIL S8.1 SEE DETAIL S8.1
<br /> FLAGPOLE POLE IN •• e •. ° FOR TYPICAL PIER SEE LANDSCAPE DWGS.•• a FOR TYPICAL PIER a.
<br /> EMBEDDED POLES, ANCHOR OVERLAP TIE ENDS 6" MIN. •a ; .a n�; 'Q • a'a FOR TYPICAL PIER EMBEDDED SLEEVE Q FOR TYPICAL PIER REINFORCING REQUIREMENTS a v BATTING CAGE REINFORCING REQUIREMENTS °. . a
<br /> RODS, AS OCCURS w/ STD. HOOK ENGAGING NOTE. FOR NETTING OR REINFORCING REQUIREMENTS r� REINFORCING REQUIREMENTS AND OPTIONS. POLE EMBEDDED AND OPTIONS. 4
<br /> � ADJACENT VERT. BARS AS BACKSTOP POST SPLICE, AND OPTIONS. �.:. + A a AND OPTIONS. a a. IN CONC. PIERJj
<br /> 4-
<br /> 7
<br /> a
<br /> T--� SHOWN. LAPS OF 4 d a.
<br /> Q- a° 8 a
<br /> SUCCESSIVE TIES SHALL _ a ;. . .. ,•.. ° °
<br /> ALTERNATE SIDE-TO-SIDE ° a �m \ .a b a t)
<br /> OF PIER, TYP. �i ° b• CONTROL JOINT ON BOTH )
<br /> I SIDES OF EDGEBAND AT 3" CLR. 3" CLR., HAIRPIN TIES, WHERE a 3" CLR.
<br /> �/ ..�i. .. ` .•. OCCURS, TYP.
<br /> 3' CLR., POSTS, FILLED w/ TYP.
<br /> VERTICAL BARS SPACED
<br /> ,; aW EVENLY AROUND PIER, TYP. �P' CAULKING, TYP. PLAN VIEW PLAN VIEW
<br /> 3" CLR. TO WHERE HOOKS ARE PLAN VIEW PLAN VIEW
<br /> TIES, TYP. REQUIRED AT TOP OF
<br /> VERTICAL BARS, HOOKS CAN
<br /> BE TURNED AS SHOWN.
<br /> 30' HIGH ROUND TAPERED 6" O.D.
<br /> BASE x 3-1/2" O.D. TOP x
<br /> NOTE: CIRCULAR SPIRAL TIES OF 3/16" THICK ALUMINUM FLAGPOLE
<br /> SAME SIZE AND PITCH MAY BE POST EMBEDDED IN BY MFR.
<br /> USED IN LIEU OF CIRCULAR TIES STEEL BATTING CAGE POST CONT. CONC. EDGEBAND, VERDE DESIGN
<br /> CONC. PIER ALUMINUM COLLAR BY MFR.
<br /> NOTED. ADDITIONALLY, PROVIDE CROWN TOP EMBEDDED IN CONC. PIER WHERE OCCURS, SEE 20 HIGH x 6' O.D.
<br /> TWO (2) FULL TURNS AT TOP AND CONC. EDGEBAND, OF PIER 2"± LANDSCAPE DWGS. ALUMINUM FOUL POLE LANDSCAPE ARCHITECTURE
<br /> #3 x 30 HAIRPIN TIES EACH BY MFR. CIVIL ENGINEERING
<br /> BOTTOM OF SPIRAL. WHERE OCCURS, SEE CEMENT OR WATERPROOF FINISH GRADE, SEE
<br /> FINISH GRADE, SEE LANDSCAPE DWGS. FINISH GRADE, SEE SIDE OF PIPE COLUMN, TYP. SYNTHETIC TURF OR FINISH LANDSCAPE DWGS. SPORT PLANNING&DESIGN
<br /> LANDSCAPE DWGS. COMPOUND LANDSCAPE DWGS. GRADE AS OCCURS, SEE /
<br /> .- � - - - FINISH GRADE OR CROWN PIER TOP 1 2"± 1843 Iron Point Rd #140
<br /> PAVING AS OCCURS, LANDSCAPE DWGS. Folsom,CA 95630
<br /> z Q ° `. _ _ - =,I ,,, a II=_ (3) #4 TIES @ 2-1/2"o.c. AT SEE LANDSCAPE DWGS. ° a e te1:916.415.6554
<br /> TYPICAL PIER REINFORCING REQUIREMENTS �i=III III III-III-_II _ -III ' a -III- TOP & BOTTOM OF SLEEVE & z_ :: . _ a (3) #4 TIES @ 2-1/2"o.c. AT TOP
<br /> I =III . �. • ' I I=I I I�—�II I �" J I= ►a I I=I I- �, fax:408.985.7260
<br /> 2 c,_ -� c, & BOTTOM OF SLEEVE & #4 TIES
<br /> 3/4"-1' 0" `D `" - I I I - `'-' =III III- #4 TIES @ 9'o.c. THROUGHOUT - j— I ° www.VerdeDesigninc.com
<br /> w 11- ROUGHEN TOP OF PIER N .a e ° I @ 4-1/2'o.c. THROUGHOUT
<br /> J ° DRY SAND TO 1/4" AMPLITUDE & i
<br /> N _21 >
<br /> (3) #4 TIES @ Q , N o _ CLEAN SURFACE PRIOR J °
<br /> v CORRUGATED GALV. STEEL ALUMINUM GROUND SLEEVE
<br /> 2-1/2"o.c. AT TOP & GROUND SLEEVE ASSEMBLY TO POURING CONC., TYP. a - N
<br /> o , J BY MFR.
<br /> AT 9"o.c. BELOW ° . all � � BY MFR. `' STAMP
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<br /> NETTING & BATTERS EYE AS OCCURS (8) #6 VERTICAL BARS a TOP AND @ 9' o.c. BELOW , g o 0
<br /> Uj - C.LP. CONC. REINFORCED
<br /> } w/ STD. HOOK AT TOP 8 a' o (6) #6 VERTICAL BARS w/ DRILLED PIER
<br /> z : - w STD. HOOK AT TOP ENDS i a. w
<br /> Q _ ENDS, TYP. = o ° a o o a .
<br /> o C.P 4a ° w a ° (3) TIES AS AT TOP (6) #6 VERTICAL BARS w/ °a
<br /> 0 o STD. HOOK AT TOP ENDS ---
<br /> N C.I.P. CONC. d 4Q w ANTI-ROTATION STOP BOLT
<br /> U
<br /> - DRILLED PIER STEEL WEDGES, SHOP WELDED, BY MFR.
<br /> N EQUALLY SPACED AT 90°
<br /> ° C.I.P. CONC. DRILLED PIER I .d'•.a '
<br /> o BACKING FROM A36 PL. 3/16" x 2" ° 1° ' d ? e STEEL BASE PL. 3/16° 4
<br /> ° WELDED TO SLEEVE BY MFR. <
<br /> a ALL AROUND INSIDE PIPES AS SHOWN o w < I• a ,a a a 4. o w (6) #6 VERTICAL BARS w/
<br /> NOTES: "� r ) °. o of ~ � " STD. HOOK AT TOP ENDS.
<br /> CONSULTANT
<br /> o 1. GRIND ENDS OF PIPES TO REMOVE ° NOTE: CIRCULAR SPIRAL TIES NOTE: CIRCULAR SPIRAL TIES ~ a a
<br /> w GALVANIZING PRIOR TO WELDING. ° OF SAME SIZE AND PITCH OF SAME SIZE AND PITCH �°' L'
<br /> 2. AFTER WELDING HAS COOLED, APPLY
<br /> A MAY BE USED IN LIEU OF MAY BE USED IN LIEU OF a. NOTE: CIRCULAR SPIRAL TIES
<br /> ZINC-RICH CONTENT PAINT TO COVER WELD NOTE: CIRCULAR SPIRAL TIES CIRCULAR TIES NOTED. CIRCULAR TIES NOTED. OF SAME SIZE AND PITCH
<br /> Z 3" TO 6" CLR.
<br /> it
<br /> AND AFFECTED STEEL. OF SAME SIZE AND PITCH DIA.' MAY BE USED IN LIEU OF STRUCTURAL ENGINEERS, INC.
<br /> 3. WHERE AVAILABLE INDIVIDUAL MEMBER MAY BE USED IN LIEU OF 'DIA.' 3/4"� STEEL LIGHTNING 'DIA.' CENTERED ON POLE CIRCULAR TIES NOTED.
<br /> FM LENGTHS ALLOW, SPLICES SHALL BE CIRCULAR TIES NOTED. CENTERED ON POLE 'DIA' SPIKE BY MFR.
<br /> CENTERED ON POLE 1505 MERIDIAN AVE, SUITE B PHONE 408.978.1970
<br /> z EMBEDDED IN C.I.P. CONCRETE FOOTING OR CENTERED ON POLE SAN JOSE, CALIFORNIA 95125 FAX 408-267-7919
<br /> a BACKSTOP WALL, AS OCCURS. WWW.AKHSE.COM AKH JOB M19-071
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<br /> M
<br /> SPLICE POLE SEGMENTS OF SAME SIZE AS SHOWN WHEN
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<br /> w TYPICAL POLE/POST SPLICE BACKSTOP FOOTING - FLAG POLE FOOTING - BATTING CAGE FOOTING FOUL POLE FOOTING w m
<br /> U 12w No. S3260
<br /> D NO SCALE 3/4"=1' 0" 0 3/4"=1' 0" SIM. AT GOLF DRIVING RANGE 3/4"=1' 0" 3/4"=1' 0" EXP. 3/31/21
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<br /> `1' PL. 3/8"x8%7", 8" AGAINST
<br /> PIER DIAMETER, MIN. PIER PIER
<br /> Q COLUMN, TYP. _ _ _ _ _ _ _ POLE TYPE „ „ COMMENTS
<br /> (n - "DIA" DEPTH, D REINFORCING
<br /> Z PL. TO PL. �•, ARCHED SIGN ABOVE
<br /> 1/476 :' O� ' '.4
<br /> COLUMNS, TYP. 14' HIGH BATTING 5'0 STD. PIPE POSTS
<br /> o - :;. 5. - :°•• - - 18'-0" CAGE 18" 6'-6" SEE DETAIL 11 WALLH ASTM OA5360GR. B,D Fy--305 ksi).
<br /> f (2) 1"° HOLES IN
<br /> z . .�,
<br /> Uj INSIDE EA. ` :; J ':. ANGLE LEG @ 5"o.c. 4'-0" 10'-0" 4'-0"
<br /> HOLE TO - - - - - - - - - - - 5'0 STD. PIPE POSTS 6
<br /> LOWER PL. 3/16 16' HIGH GOLF 18" 7'-0" SEE DETAIL 11 (SCHED. 40, 5.600" O.D. x 0.241"
<br /> Of L4x4x3/8" x 1'-10" w/ (2) DRIVING RANGE CAGE WALL, ASTM A53, GR. B, Fy=35 ksi). 22 4-1/4" 4-1/4"
<br /> O O 5/8"0 A.B.s TO CMU AS SHOWN 58.1
<br /> z J ROUND ALUMINUM POLE AND 1-1/4' TYP.
<br /> w PL. 3/16" WASHER OVER 20' HIGH GROUND SLEEVE BY OTHERS. CAP PL.,
<br /> •'' " "''`''• OVERSIZE HOLES IN o AD PANEL 24" 5'-0" SEE DETAIL 12 TYP. SEAL (4) 5/8"0 M.B. L
<br /> '' ;' :•:t: i NEVCO MODEL AD018-3 FOUL POLE HEIGHT FROM GRADE TO BOTTOM OF _ 0
<br /> ,.. . :;.: ANGLES, TYP. , WING SCREEN = 8'-0" - - - - - - - - -
<br /> MAX. WT. = 120 LBS. -- - - - - - - - - - - - - -
<br /> D ROUND TAPERED ALUMINUM FLAGPOLE 'i' �` i' " 1Y"
<br /> PLAN SECTION A-A - - - - -
<br /> 30' HIGH FLAGPOLE 24" 5'-6" SEE DETAIL 10 AND GROUND SLEEVE BY OTHERS; �-- TYP'
<br /> U MAX. FLAG SIZE = 6' x 10'
<br /> z CONNECTIONS TO -
<br /> z SCOREBOARD COLUMNS PER PC 8"0 STD. PIPE POSTS O O
<br /> ----- NEVCO MODEL 1608
<br /> DRAWINGS, TYP. (SCHED. 40, 8.625" O.D. x 0.322" CAP PL. 3/16"
<br /> co
<br /> MAX. WT. = 320 LBS. (4) 5/8"0 M.B.
<br /> o WALL, ASTM A53, GR. B, Fy=35 ksi). PL %"x10"x4"
<br /> ARCHED SIGN ABOVE 30' HIGH BACKSTOP 30" 7'-0" SEE DETAIL 9 MAX. POST SPACING = 10'-0" o.c.
<br /> w COLUMNS PER MFR. 25 SPLICE POSTS WHERE REQD. �„
<br /> a STEEL COLUMN PER S8.1 PER DET. 8/S4.1.
<br /> �P' 1/4 8 STEEL BRACING PLAN EW PLAN U EW
<br /> PER PC DRAWINGS POLE/POST & C16 .I.D.H. PIER SCEDULE 1'-0" MAX., TYP.
<br /> o NO SCALE 1%"0 STD. TOP RAIL BEAM PER PLAN BEAM PER PLAN SHEET TITLE
<br /> w •.;, :; ::; - STEEL COLUMN CAP PL. 3/16"
<br /> `'` SYMMETRIC PER PC DRAWINGS
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<br /> ATHLETICS
<br /> Z ABOUT
<br /> SITE STRUCTURES
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<br /> A :` A CENTERLINE - - - - - - -
<br /> Q -4 PL. Y4"x6"x10"
<br /> z .a. :ia
<br /> FOUNDATION DETAILS
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<br /> Ld
<br /> D Limp
<br /> BRACE BAND AS OCCURS
<br /> CAP PL. Y"x10"x9"
<br /> CAP PL. Y4"x6"x10" PER PLAN, TYP.
<br /> PROJECT NAME
<br /> a _ I �•��' III III CAP PL. TO
<br /> 0 TAB PL. TO
<br /> J
<br /> > !, 22 1 4 COLUMN, TYP.
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<br /> NOTE: STEEL COLUMN /
<br /> I I
<br /> - BEAM, TYP. CAP TO
<br /> 0 3
<br /> I I I I s8.1
<br /> EMBEDDED IN CONC. PIER
<br /> �6 I I COLUMN 1/4
<br /> Q PER PC DRAWINGS. PIPE COLUMN FRANKLIN HIGH SCHOOL
<br /> w Cn - - - - - - PER PLAN
<br /> ENTRY COLUMN III III REINFORCED C.LD.H. - J o o - ATHLETIC IMPROVEMENTS
<br /> 190 o CONCRETE PIER FOOTING
<br /> w 1 '=1' 0' PER PC DRAWINGS \ „
<br /> Q wa-
<br /> PIPE BEAM / TAB PL. Ya x2 x3
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<br /> BASE PL. 3/4" x - +z. . TO A.B.s, TYP. NOTE: C.I.D.H. CONC. PIER E E E V AT O N ELEVATION
<br /> Q 1'-7" SQ. w/(4) III III NOSPTECTION ALL SPECIAL PIPE COL. PROJECT ADDRESS
<br /> z 3/4"0 x 12" A.B.s ON
<br /> A - BEAM SUPPORT �EXTER OR) B - BEAM SUPPORT LATER OR) 4600 E. FREMONT ST.
<br /> 2 1-1/2"± GROUT 4 HORIZ. @ 24"o.c.
<br /> t AS SHOWN STOCKTON, CA 95215
<br /> 1/4 �4 'o oi
<br /> 12" LEGS AT BATTING CAGE BEAM CONNECTIONS
<br /> o HSS12x.25 SQ. CORNERS, TYP. SCHEMATIC SCOREBOARD ELEVATION SECTION - TOP RAIL AT PIPE BEAM CONN. 3 1-1/2"=1' 0"
<br /> of COLUMN DESIGN PER NEVCO PC DRAWINGS NO SCALE 1-1/2"=1' 0"
<br /> 2 (9) SPACES @ 10'-0" EA. = 90'-0" PER LANDSCAPE DWGS. (GOLF DRIVING RANGE CAGE) SUBMITTAL DATE
<br /> g CONDUIT AS OCCURS
<br /> PLAN SECTION A-A GATE PER LANDSCAPE DD/50%SUBMITTAL 03/06/202
<br /> w 0 0 0 0 DWGS., TYP. (8) SPACES @ 10'-0" EA. = 80'-0" PER LANDSCAPE DWGS. (BATTING CAGE)
<br /> o PRECAST w a
<br /> DSA 100%SUBMITTAL 05/01/202
<br /> a CONC. CAP Q i 1
<br /> 1/2" MAX. GAP TO KEY
<br /> w INSIDE MASONRY, ALL SIDES
<br /> 0 6"Wx8"Hx16"L CONCRETE 1 236 TYP 1 23A TYP
<br /> i C/L FABRIC & SUPPORT S8.1 i S8.1 � 5"0 STD. PIPE POSTS IN o
<br /> w MASONRY UNITS, GROUTED 1-1/2" DEEP CAST-IN Q `` Q w 11
<br /> Q z m i RAILS PER LANDSCAPE i 23A C.LD.H. PIER FOOTINGS, TYP
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<br /> c, ( ) CD { SPECIFICATIONS, TYP. { S8.1 11 U c�
<br /> N ;; : 19 0C/i 1 1 > gyp' S8.1 1-1/2"0 STD. PIPE BRACES z
<br /> Q #4 VERT. w/ MATCHING 1 � NO. REVISIONS DATE
<br /> Ld DOWELS AT CORNERS SEE DET. 58.1 o 0 0 w/ END CUPS & BANDS Q
<br /> o AND @ 16"o.c. FOR STEEL FIXTURE ���,, Q 1 1 POSTS PER PLAN, TYP. o BTWN. BEAMS, TYP. NEAR L m
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<br /> W CONDUIT AS OCCURS DATE ISSUED SCALE
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<br /> � 3” CLR. AT BOT. SYMMETRIC 27 05 01 2020 AS NOTED
<br /> af ABOUT C.L. U U U S8.1 PROD. NO.
<br /> a Z & SIDES, 2" CLR.A � J � J � J
<br /> a 8'-0' SQUARE, CENTERED
<br /> z w AT TOP, TYP.
<br /> N 1911000-1211
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<br /> ENTRY COLUMN & FOOTING TYP27 . BATTING CAGE & GOLD DRIVING RANGE SECTIONS BATTING CAGE & GOLD DRIVING RANGE CAGE FOUNDATION & FRAMING PLANS
<br /> ('a SHEET NO.
<br /> �05 1/2"=1' 0" 1"=1' 0" 1/8"=1' 0"
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<br /> DRAWING NAME: P:\Verde DesiFranklin HS Athletics\Dwgs\Structural\S8-1 Site Structures Detai Is.dwg
<br /> PLOTTED B
<br /> PLOT DATE: 04-23-20 PLOTTED BY: tim ATHLETICS SITE STRUCTURES FOUNDATION DETAILS
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