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24' 61' 611 ORNAMENTAL 4 CHAINLINK FENCE Y4" DIA. X 1-1/2" CARRIAGE BOLT
<br /> THROUGH SIGN WITH FENDER
<br /> 0 2' DIA. HOLE%2" FROM SIGN EDGE, TYP. WASHERS (FRONT AND BACK) AND
<br /> Stockton Unified School District GALVANIZED TAMPER PROOF NUTS.
<br /> Cesar Chavez High School WHITE BACKGROUND I BOLTS TO BE CUT TO THREE THREADS
<br /> I I AS NECESSARY. ALL HARDWARE TO BE
<br /> Athletic Field LARGE LETTERS, BLACK, 1 HEIGHT I
<br /> I I STAINLESS STEEL EXCEPT FOR NUTS
<br /> Rules And Regulations j i I AND ALL ARE TO BE PAINTED BLACK.
<br /> The Following AreI I
<br /> WELCOME VISITORS
<br /> STRICTLY PROHIBITED: CAL FORN PEN CODE 627 F�R
<br /> I I CHAIN LINK FENCE FABRIC
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<br /> DRUGS VEHICLES ALCOHOLIC BEVERAGES e eye ea�,Pe�so"Me",urom .„._- _e.m. I I
<br /> O—NaED SPORT ,r
<br /> TOBACCO USE GOLF CHEWING GUM - I I
<br /> PETS CRICKET SUNFLOWER SEEDSSMALL LETTERS, BLACK,7/16
<br /> HEIGHT _�
<br /> FIREARMS ARCHERY FIRES OR BARBECUES '
<br /> ALL SKATING/BICYCLING USE OF STAKES FIREWORKS
<br /> BALL GAMES 10 YARDS FROM ANY POWER THROWING OF ROCKS,
<br /> NEIGHBORING FENCES DRIVEN DEVICES DIRT OR DEBRIS Oi I I (*' Cj'I
<br /> i I I %” THICK + 3" WIDE x LENGTH OF SIGN
<br /> I I I BLACK PAINTED METAL PANEL. ALL
<br /> ORGANIZED SPORT ACTIVITY SHEET METAL SIGN I I
<br /> I � ' EDGES TO BE GROUND SMOOTH AT
<br /> BY PERMIT ONLY. i6 SHOP PRIOR TO PAINT.
<br /> UNAUTHORIZED USE IS CONSIDERED TRESPASSING.VIOLATORS WILL BE
<br /> ARRESTED AND PROSECUTED TO THE FULLEST EXTENT OF THE LAW
<br /> ICA PENAL CODE 602)
<br /> PARKING IN DESIGNATED AREAS ONLY
<br /> PERMIT REQUIRED IN STAFF AND STUDENT LOTS. a a a d a
<br /> NOTES: 10
<br /> IF YOU SEE ABUSE ON THIS FIELD CALL SUSD AT 209-933-7000 1. CONTRACTOR TO BOLT THROUGH VERDE DESIGN
<br /> 0 0 %2" RADIUS,TYP. ALL CORNERS AT THATLOCATIONS
<br /> WILLNOT OBSTRUCT GSIGN LANDSCAPE ARCHITECTURE
<br /> NOTES: EQ' EQ' LANGUAGE,TYP. CIVIL ENGINEERING
<br /> NOTES:
<br /> 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR SIGNAGE DETAILED ON PLANS. METAL WILL BE ALUMINUM. NO 1. WELCOME SIGN AND RULES SIGN SHALL ONLY BE ATTACHED ONTO 8' FENCING. 2. CONTRACTOR TO LOCATE SIGNS SPORT PLANNING&DESIGN
<br /> OTHER SPECIFICATIONS ARE PROVIDED BEYOND DETAILS. 2. REFER TO DETAILS D, H,AND I FOR ATTACHMENT REQUIREMENTS. 4 IN FIELD WITH OWNER'S 1843 Iron Point Rd#140
<br /> 2. USE METAL 8 RINGS - RINGS SHALL BE GALVANIZED AND BE A MINIMUM 9 GAUGE FOR FASTENING TO FENCE,TYP. REPRESENTATIVE. Folsom,CA 95630
<br /> 3. FOR SIGNS ATTACHED TO POST,2" HOLE ARE NOT REQUIRE. SIGN TO BE BOLTED ONTO POST. REFER TO DETAIL D. tel: 916.415.6554
<br /> fax:408.985.7260
<br /> K H RULES SIGN NTS E SIGN ATTACHMENT - 81 FENCING NTS D SIGN ATTACHMENT AT FENCE NTS www.VerdeDesignlnc.com
<br /> 18"
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<br /> GUARD RAIL SYSTEM,
<br /> } GATE I S TO REMAIN ° REFER TO SPECIFICATIONS No. 40
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<br /> LOCKED IN THE OPEN 1 -4„• FIELD SIDE ol
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<br /> EXPIRATION DATE:
<br /> POSITIONDURING 18" X 15" SHEET METAL SIGN. ALL FIELD SIDE DUGOUT SIDE fj JULY 2021
<br /> I LETTERS TO BE 1" TALL. REFER TO qTF OF CA\-�FO��
<br /> ElfREGULAR SPECIFICATIONS FOR SIGN
<br /> _ MANUFACTURER. e"x5" WEDGE ANCHOR PER
<br /> a in MANUFACTURER, CONSULTANT
<br /> Z BUSINESS/SCHOOL REFER TO SPECIFICATIONS
<br /> o a" BLACK BORDER AROUND EDGE o0 00
<br /> HOURSAND DURING M M CONCRETE PAVING B
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<br /> " $° PEDESTRIAN D2
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<br /> d d N8 SYNTHETIC J FUNCTION
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<br /> 0 2" DIAMETER HOLES,TYP.
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<br /> M NOTE:
<br /> 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL SIGNS FOR REVIEW AND ACCEPTANCE PRIOR TO FABRICATION. REFER TO PLAN 1'-4" 2"
<br /> 0 2. USE METAL 8 RINGS - RINGS SHALL BE GALVANIZED AND BE A MINIMUM 9 GAUGE FOR FASTENING TO FENCE,TYP.
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<br /> CABLE CLAMP CONNECTIONS TYP. 3 BOLT SUSPENSION CLAMPS TYP. NETTING - 2" SQ. KNOTTED
<br /> 30" LARGE LETTERS, BLACK, 18" HEIGHT _ BLACK MESH - WEST COAST
<br /> WITH 4' THICK UNDERLINE M 8" TOP CABLE,TYP. 8" TOP CABLE,TYP. NETTING K36T-1 4"
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<br /> 8" EYE BOLT,TYP. #9 FENCE RINGS ATTACHED 12" O.C.
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<br /> 0 o (THROUGH B LTCONNECTION) o 0
<br /> z 8" ROPE LACED IN NETTING
<br /> WELCOME VISITORS 1" THICK BLACK BORDER $" TOP CABLE,TYP.
<br /> [ifFIRE 2" INSTALLATION LIFTING EAR,TYP. s
<br /> CALIFORNIA PENAL CODE 627 FORBIDS $ VERTICAL CABLE,TYP.
<br /> w OUTSIDERS TO ENTER OR REMAIN ON SHEET METAL SIGN. ALL LARGE LETTERS ACCESS— LETTERING ON SIGN MUST BE STEEL POLE, REFER TO STRUCTURAL
<br /> CD TO BE 1Z" TALL AND ALL SMALL LETTERS PLANS. POLES TO BE PAINTED WITH . . . . . . . . . . . .
<br /> SCHOOL GROUNDS BETWEEN 7:30 A.M. 8 A MIN. OF 1 IN HEIGHT. 2 COATS OF BLACK PAINT
<br /> o AND 3:30 P< C4 .M. ON SCHOOL DAYS WITHOUT TO BE 8" TALL. LAN E
<br /> FIRST GOING DIRECTLY TO THE OFFICE TO 3" VERTICAL CABLE,TYP. STEEL POLE, REFER TO STRUCTURAL
<br /> REGISTER. VIOLATION IS A MISDEMEANOR 2" HOLES CENTERED IN BLACK BORDER e PLANS. POLES TO BE PAINTED WITH
<br /> uj PUNISHABLE BY IMPRISONMENT AND/OR AS SHOWN. 2 COATS OF BLACK PAINT
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<br /> FINE. EYMAP
<br /> DO N O REFLECTORIZED SIGN-RED s" s
<br /> 0 WHITE BACKGROUND TOP CABLE TYP. " TOP CABLE TYP.
<br /> SYMBOL ON WHITE
<br /> N STOCKTON UNIFIED SCHOOL DISTRICT BLOCK BACKGROUND PER CCR TITLE E3 92
<br /> 0o 0 0 24 SEC. 1 129 B.5 FOOTING, REFER TO FOOTING, REFER TO
<br /> Z STRUCTURAL PLANS STRUCTURAL PLANS
<br /> 0
<br /> z . . . . . . . . . . . . . . . .
<br /> %2" RADIUS TYP. ALL CORNERS 12"H X 18"W SIGN. REFER END POLES 24'-0" MAX.,TYP. MIDDLE POLES
<br /> w TO MATERIAL PLANS FOR
<br /> NOTE: LOCATIONS. NOTES:
<br /> 5. BOLTS = A-307
<br /> 0 1. SIGN TO BE ATTACHED TO FENCE, REFER TO CBC ACCESSIBLE STANDARDS FOR MOUNTING HEIGHTS. 3„
<br /> w NOTE: 1. POLE = b DIA. X SCHED. 40 6. WIRE ROPE CLAMPS PER FEDERAL SPC FF-C-450,TYPE 1, CLASS 1 -g BOTTOM CABLE,TYP.
<br /> 2. FOR SIGNS ATTACHED TO POST,2" HOLE ARE NOT REQUIRE. SIGN TO BE BOLTED ONTO POST. REFER TO DETAIL D. MIN YIELD STRENGTH TO BE 35KS1 7. CABLE = ASTM A-603 6X19 WIRE ROPE g„
<br /> uj 3. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR SIGNAGE DETAILED ON PLANS FOR REVIEW AND ACCEPTANCE PRIOR 1. SIGN TO BE ATTACHED TO FENCE, REFER TO CBC ACCESSIBLE STANDARDS FOR MOUNTING HEIGHTS. — NETTING $ ROPE LACED IN NETTING
<br /> 2. ALL LETTERING MUST BE A PERMANENT PART OF THE SIGN. 2. MAX SPACING = 24 O.C. 8. NETTING FABRICATOR
<br /> w TO FABRICATION. METAL WILL BE ALUMINUM. NO OTHER SPECIFICATIONS ARE PROVIDED BEYOND DETAILS. 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL SIGNS FOR REVIEW AND ACCEPTANCE PRIOR TO FABRICATIO 3. STRUCTURAL STEEL = ASTM A-36 PER SPECIFICATIONS #9 FENCE RINGS ATTACHED 12" O.C.
<br /> 4. USE METAL 1 TO 6 RINGS - RINGS SHALL BE GALVANIZED AND BE A MINIMUM 9 GAUGE FOR FASTENING TO FENCE,TYP. 4. STEEL PIPE /TUBE = ASTM A-53 GRADE B
<br /> _
<br /> 1 WELCOME SIGN NTS F FIRE ACCESS LANE NTS B PROTECTIVE NETTING NTS SHEET TITLE
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<br /> FENCING
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<br /> 5/16" HEAVY DUTY WIRE ROPE THIMBLE 5/16" HEAVY DUTY FIST GRIP WIRE ROPE CLIP I/4" 7X19 GALVANIZED STEEL WIRE ROPE I/4" HEAVY DUTY FIST GRIP
<br /> FRANKLIN HIGH SCHOOL
<br /> 0 GALVANIZED STEEL GALVANIZED STEEL WIRE ROPE CLIP, GALVANIZED STEEL I/4" 7X19 GALVANIZED STEEL WIRE ROPE WITH PLAIN ENDS
<br /> JWITH PLAIN ENDS 7,000 LB. MINIMUM BREAK STRENGTH
<br /> o 0 THIMBLE EACH END) (2 CLIPS EACH END) 7,000 LB. MINIMUM BREAK STRENGTH (2 CLIPS EACH END) ATHLETIC IMPROVEMENTS
<br /> Luj 2,333 LB. MINIMUM WORKING LOAD LIMIT
<br /> 0 5/16" 7X19 GALVANIZED WIRE ROPE 2,333 LB. MINIMUM WORKING LOAD LIMIT WITH THIMBLE AND (2) FIST GRIP WIRE ROPE CLIPS
<br /> w 5/8" x 12" & 1/2" X 6" GALVANIZED STEEL WITH PLAIN ENDS `
<br /> 0 ASSEMBLY REQUIRED AT EACH END)
<br /> ujJAW & JAW TURNBUCKLE 5/16" 7X19 GALVANIZED WIRE 9,800 LB. MINIMUM BREAK STRENGTH 1/2" X 9" GALVANIZED STEEL
<br /> 10,500 LB. MINIMUM BREAK STRENGTH ROPE WITH PLAIN ENDS 3,267 LB. MINIMUM WORKING LOAD LIMIT JAW & JAW TURNBUCKLE
<br /> w 3,500 LB. MINIMUM WORKING LOAD LIMIT 9,800 LB. MINIMUM BREAK STRENGTH 6,600 LB. MINIMUM BREAK STRENGTH
<br /> (I TURNBUCKLE PER HORIZONTAL RUN) 3,267 LB. MINIMUM WORKING LOAD LIMIT 2,200 LB. MINIMUM WORKING LOAD LIMIT
<br /> a PROJECT ADDRESS
<br /> (THIMBLE AND FIST GRIP WIRE ROPE CLIP (I TURNBUCKLE PER VERTICAL RUN)
<br /> 1/4" HEAVY DUTY FIST GRIP WIRE ROPE CLIP
<br /> GALVANIZED STEEL 4600E FREMONT ST
<br /> ASSEMBLY REQUIRED ON EACH END)
<br /> z I/2" x I-I/2" EYE BOLT
<br /> I/4" HEAVY DUTY (2 CLIPS EACH END) E. .
<br /> WITH SHOULDER, WASHERS WIRE ROPE THIMBLE C
<br /> w AND LOCK NUT GALVANIZED STEEL STOCKTON, CA 95215
<br /> 0 GALVANIZED STEEL \ (I THIMBLE EACH END) I/4° HEAVY DUTY WIRE ROPE THIMBLE
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<br /> SUBMITTAL DATE
<br /> 1/2" X 9" GALVANIZED STEELLd
<br /> p JAW & JAW TURNBUCKLE DD/50% SUBMITTAL 03/06/202
<br /> 6,600 LB. MINIMUM BREAK STRENGTH
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<br /> 0 2,2000 TURNBUCKLE LB. MINIMUM PER
<br /> 2(IOTURNBUCKLEMPER VERTICAOLARUNI)IT
<br /> DSA 100% SUBMITTAL 05/01/202
<br /> \ 1/4" HEAVY DUTY 1/2" SHACKLE ANCHOR
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<br /> m WIRE ROPE THIMBLE GALVANIZED STEEL
<br /> GALVANIZED STEELuj
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<br /> 0 1/4" HEAVY DUTY1* (I THIMBLE EACH END)
<br /> (BOTTOM END ONLY)
<br /> w WIRE ROPE THIMBLE �'
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<br /> Q (BOTTOM END ONLY) NO. REVISIONS DATE
<br /> 0 0 1/4" HEAVY DUTY FIST GRIP EYEBOLT 3/8" x 2-1/2" OR 6" GALVANIZED STEEL
<br /> No WIRE ROPE CLIP, GALVANIZED STEEL WITH SHOULDER AND I" I.D. EYE Q
<br /> ~ 1/4" 7X19 GALVANIZED WIRE ROPE
<br /> I/4" 7X19 GALVANIZED WIRE ROPE (2 CLIPS EACH END)
<br /> m I/2" X 6" GALVANIZED STEEL 1,200 LB. MINIMUM WORKING LOAD LIMIT
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<br /> o WITH PLAIN ENDS 1/4" HEAVY DUTY FIST GRIP 1/2" x 1-1/2" EYE BOLT WITH SHOULDER, JAW & JAW TURNBUCKLE INSTALLED MAX OF 5'-0" ON CENTER Q
<br /> WITH PLAIN ENDS
<br /> Ow z7,000 LB. MINIMUM BREAK STRENGTH WIRE ROPE CLIP, GALVANIZED STEEL WASHERS, AND LOCK NUT 6,600 LB. MINIMUM BREAK STRENGTH SET IN HIT-HY20OR HILTI EPDXY ADHESIVE (BY OTHERS)
<br /> -zN 2,333 L.B. MINIMUM WORKING LOAD LIMIT (2 CLIPS EACH END) 2,333 LB. MINIMUM WORKING LOAD LIMIT GALVANIZED STEEL 2,200 LB. MINIMUM WORKING LOAD LIMIT (SEE HILTI SPECIFICATIONS FOR CORE DIAMETER, CORE DEPTH Q
<br /> Ld 0 EYE BOLT EACH END) (I TURNBUCKLE PER HORIZONTAL RUN) AND CURE RATES)
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<br /> H PROPRIETARY AND CONFIDENTIAL PROPRIETARY AND CONFIDENTIAL
<br /> QH PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINEDINTHIS POLE TO POLE TENSION BACKSTOP NETTING SYSTEM THE INFORMATION CONTAINED IN THIS POLE TO POLE TENSION BACKSTOP NETTING SYSTEM
<br /> U_ PROPRIETARY AND CONFIDENTIAL Q
<br /> THE INFORMATION CONTAINED IN THIS POLE TO POLE TENSION BACKSTOP NETTING SYSTEM POLE TO POLE TENSION BACKSTOP NETTING SYSTEM DRAWING IS SPE I LEES INC.ANY
<br /> DRAWING IS SPE I LEES INC.ANY
<br /> C)O THE INFORMATION CONTAINED IN THIS
<br /> Z= DRAWING IS THE SOLE PROPERTY OF SPORTSFIELD SPECIALTIES INC.ANY $PORTSFIELD SPECIALTIES INC.ANY
<br /> DRAWING IS THE SOLE PROPERTY OF DETAIL C DETAIL D
<br /> _ SPORTSFIELD SPECIALTIES INC.ANY DETAIL A SPORTSFIELD SPECIALTIES INC.ANY REPRODUCTION IN PART OR AS A WHOLE REPRODUCTION IN PART OR A$A WHOLE
<br /> Z REPRODUCTION IN PART OR AS A WHOLE REPRODUCTION IN PART OR AS A WHOLE DETAIL B WITHOUT THE WRITTEN PERMISSION OF WITHOUT THE WRITTEN PERMISSION OF Q
<br /> Q WITHOUT THE WRITTEN PERMISSION OF WITHOUT THE WRITTEN PERMISSION OF SPORTSFIELD SPECIALTIES INC.IS SPORTSFIELD SPECIALTIES INC.IS
<br /> SPORTSFIELD SPECIALTIES INC.IS SPORTSFIELD SPECIALTIES INC.IS PROHIBITED. NOT TO SCALE SPORTSFIELD SPECIALTIES INC 02202019 PROHIBITED. NOT TO SCALE SPORTSFIELD SPECIALTIES INC 02202019
<br /> w PROHIBITED. NOT To SCALE SPORTSFIELD SPECIALTIES INC 02202019 PROHIBITED. NOT TO SCALE SPORTSFIELD SPECIALTIES INC 02202019
<br /> z o DRAWN BY CHECKED BY
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<br /> DATE ISSUED SCALE
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<br /> a PROJ. NO.
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<br /> 0 1911000-1211
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<br /> cn Q SHEET NO.
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<br /> A NETTING SYSTEM DETAILS NTS D4.4 # of
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<br /> DRAWING NAME: Y:\Projects-FO\2019\1911000 - Franklin Restart\CAD\_A_D4.0 - FNC.dwg FENCING DETAILS - SIGNAGE
<br /> PLOT DATE: 04-30-20 PLOTTED BY: station46
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