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2" (TYP) <br /> 2 \ BOLT SECTION TOGETHER <br /> (TTP) UNIT WITH Yz MACHINE BOLTS 4 MIN. <br /> 36 42 5611361124 42 OUTLINE 5PAG I NG <br /> +J _ �+ T+ 16OOL55 <br /> +F + + <br /> 4'-0" I600LB5 I600LB5 I600LB5 I 160OL55 I I600LB5 I I051W/IA615"(P HILTI KWIK-BOLT TZ <br /> 5TAINLE55 STEEL ANCHOR (ICG <br /> 1+ +1+ �+ + + +� +j + E5R-Ic1I7) WITH MINIMUM <br /> m m m <br /> LOP PNL _+j <br /> EMBEDMENT OF 4-I011W/IA215" IN <br /> MAIN m m "A" 6 3-O 3-6 �� 3-0 �� 3-O 2-6 -31 '1 4-IQ31W/IA415 DEEP HOLE. <br /> E93 <br /> m I051W/IA815"(P ANCHORS SHALL BE <br /> MuSGO MUSGO TORQUE-TESTED TO 60 FT-LBS, <br /> m m LIGHTING LIGHTING PLAN VIEW WHICH MUST BE ATTAINED WITHIN <br /> m m CONTROL CONTROL ONE-HALF TURN OF NUT AFTER <br /> FIRM D D TH ANCHOR <br /> EM m WA HER. INSTALL ANCHOR PER <br /> M m GBG 11115A.7 AND VERDE DESIGN <br /> RECOMMENDATIONS IN <br /> m m X�MR I05IW/IA815"O HILTI KWIK-BOLT TZ 4-O MANUFACTURER'S ESR REPORT. LANDSCAPE ARCHITECTURE <br /> 5TAINLE55 STEEL ANCHOR (ICG r ANCHOR INSTALLATIONS REQUIRE CIVIL ENGINEERING <br /> UGPS DISTR. ESR-11117) WITH MINIMUM I SPECIAL INSPECTION. SPORT PLANNING&DESIGN <br /> EMBEDMENT OF 4-I0I IW/IA215" IN (TYPICAL OF (4) PER SECTION) 1843 Iron Point Rd #140 <br /> 4-I031W/IA415" DEEP HOLE. I MAX I UNIT OUTLINE Folsom,CA 95630 <br /> I051W/IA5I5 (P ANCHORS SHALL BE TOTAL <br /> tel:916.415.6554 <br /> TORQUE-TESTED TO 60 FT-LBS, I WEIGHT I fax:408.985.7260 <br /> WHICH MUST BE ATTAINED WITHIN 11600 L55 www.VerdeDesigninc.com <br /> \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ ONE-HALF TURN OF NUT AFTER <br /> FIRM CONTACT WITH ANCHOR <br /> \ \\�\\ \\/�\/\\/\\� //\�\ /\/\� WASHER. INSTALL ANCHOR PER <br /> GBG 11113A.7 AND <br /> o RECOMMENDATIONS IN EXTEND TO FENCE PERIMETER AREA <br /> STAMP <br /> MANUFACTURER'S E5R REPORT. <br /> CONCRETE PAD 4/E7.6 ANCHOR INSTALLATIONS REQUIRE I I \ytADSCgpe <br /> (TYPICAL OF <br /> SPECIAL <br /> (4) PER SECTION) I I CONCRETE SLAB/GRADE. (SEE 41E-1h FOR PAD <br /> REQUIREMENTS) No. 4089 <br /> Lur <br /> Z <br /> 0m a Q —I <br /> o � //I�\d\ 8 � igna ure <br /> _�_lEXPIRATION DATE: <br /> o f JULY 2021 Q. <br /> SECTION <br /> 0 q�F OF <br /> 0 <br /> a_ CONSULTANT <br /> CE DISTRIBUTION GEAR / LIGHTING CONTROL DETAIL 2 DISTRIBUTION GEAR ANCHORAGE QRoFESsLd , <br /> FE F <br /> E .6 NOT TO SCALE E7.6 NOT TO SCALE S <br /> o <br /> Q E16890 0� <br /> _ Ex /21 N <br /> o <br /> Ld <br /> Ld <br /> QFC TR\GPS. <br /> aTF OF CAU� \P <br /> r <br /> m <br /> 0 <br /> w <br /> J <br /> m <br /> 30" <br /> NOTE: <br /> 0 TEST PER 51.0 <br /> 0 <br /> w <br /> C) <br /> NOTE: '11111111 ... .111111`____� COME/ <br /> 07 <br /> 32" 100% OF THE ANCHORAGES SHOWN BELOW <br /> Uj <br /> SHALL BE FIELD TESTED. ALL INDICATED <br /> TESTING SHALL BE PROVIDED BY THE <br /> DIMENSION PERCONTRACTOR IN THE PRESENCE OF THE ' American Consulting Engineers <br /> U.1 O O IOR. Electrical, Inc. <br /> m FIELD VERIFY. `' �\ <br /> Q1590 The Alameda, Suite 200 408/236-2312 <br /> Q San Jose, Ca 95126 Fax: 408/236-2316 <br /> N111" 24" <br /> N JOB # E19147.00 <br /> A A �,r - - - - - - - - - - - - - - <br /> 2 <br /> o O O 3/8" SS HILTIKB-TZ WITH LOCK WAHER I <br /> PLAN VIEW WITH MINIMUM 2" EMBEDMENT. —0 0— — — — — — — — — — — — — — <br /> Z - - - - - - - - — �— <br /> w <br /> 0 <br /> Z <br /> a <br /> o: <br /> a <br /> Z _ MINIMUM CONCRETE NOTE: <br /> COMPRESSION STRENGTH INSTALL ANCHOR PER <br /> OF 3500 PSI GRADE <br /> RECOMMENDATIONS IN <br /> MANUFACTURER'S E5R-1385 REPORT. <br /> < L <br /> Uj <br /> 46" H X 32" W X 24" D B 6" INSTALLATION TORQUE FOR <br /> _ _ \PANEL DIAMETER ANCHORS TO BE 15 <br /> D 46 <br /> 2" MIN 6" FT.-LBS <br /> 0W = 870 LB5 <br /> Ld <br /> Z \ (CLEAR TO REBAR) 2" 0 0 0 0 0 0 0 9 0 0 <br /> 4 (TYP) <br /> 2 <br /> (CLEAR TO REBAR) 3" / \\\ -- -- ----- — — --— <br /> ``' — \ \ \ \ \ \ \\ \\ \\ �_ _ _ _ _ _ _ _ — — — — �_ \ (N) P15TRIBUTION PANEL 24"W X 42H X 10"D. (MAX WEIGHT 250 L55) <br /> SECTION A-A / / //// / / / / / <br /> \\\yyA \\ <br /> W <br /> /\<\W\ <br /> \ \2 (N) UNI5TRUT CHANNEL 15/8" x 15/e", ATTACHED TO (N) CMU WITH <br /> W MINIMUM PAD HALL BE 51ZED A5 HOWN ON THE a %"(P HILTI KWIK BOLT TZ WITH 3" EMBEDMENT INTO (N) CMU WALL. <br /> #4 STEEL REBAR DRAWINGS. CONTRACTOR SHALL ADJUST ACTUAL PAD a PROVIDE (4) PER CHANNEL. <br /> 11 12 IN EACH DIRECTION 51ZE AS REQUIRED BY INSTALLED EQUIPMENT. ALL <br /> STRUCTURAL SLAB <br /> 2" MIN ELECTRICAL EQUIPMENT HALL BE A MINIMUM OF 3" O (N) GMU WALL. <br /> 4 MIN GRADE FROM THE EDGE OF THE PAD. PAD SHALL BE MINIMUM <br /> F �� / 6" ABOVE GRADE, 6" BELOW GRADE a \ \4 PROVIDE HEX HEAD GAP 5GREW5 3/8"x2" WITH HEX NUTS AND SHEET TITLE <br /> W \ a WA5HER5. (4) GAP 5GREW5 ARE FOR ATTACHMENT OF PANEL TO REAR <br /> Z STRUTS. <br /> 0 <br /> U <br /> ELECTRICAL DETAILS <br /> Z <br /> a <br /> Z <br /> 0 <br /> w <br /> \3\ DISTRIBUTION TRANSFORMER INSTALLATION DETAIL r4\ CONCRETE ELECTRICAL EQUIPMENT PAD r5 PANEL INSTALLATIONCMU WALL <br /> w PROJECT NAME <br /> a <br /> E7.6 �.6NOT TO SCALE <br /> • NOT TO SCALE NOT TO SCALE <br /> 0 <br /> 0 <br /> FRANKLIN HIGH SCHOOL <br /> 0 <br /> ATHLETIC IMPROVEMENTS <br /> TYPICAL POST. <br /> 0 <br /> a <br /> FENCE GATE POST. <br /> w <br /> D ZA vX � ? uX� Xx \\X ?xX\Xx ��SY PROJECT A D D R E S S <br /> a a a a <br /> z Z' CHAIN LINK I FENCE GATE 4600 E. FREMONT ST. <br /> (n ' FENCE STOCKTON, CA 95215 <br /> W < 2 5' 4N. <br /> - - - - - - - - - - - - - - <br /> CYCLONE <br /> i I FENCE. <br /> o - - - - - - - - - - - - - - - SUBMITTAL DATE <br /> Of <br /> �— — �— — — — — — — — — �— Q L BURNDY TYPE "GAR" OR "GD" DD/50% SUBMITTAL 03/06/2020 <br /> T T <br /> &CLAMP A5 REQUIRED SEE BRAIDED GATE <br /> W ARCH. DWG FOR NUMBER OF BOND WIRE. (TYP) <br /> F POST. (ALL FENCE POSTS DSA 100% SUBMITTAL 05/01/2020 <br /> a SHALL BE INCLUDED) BURNDY "GAR" <br /> o FIN 15HED GRADE. X OR "GD" CLAMP. (TYP) <br /> Li <br /> \PANEL • e •�'• • �'• 5 <br /> I <br /> z� • �I I , �I le • •� I <br /> a N 2 I I ' I I #4/0 B.G. TYP. <br /> o TO OTHER FENCE / •. . I I . NO. REVISIONS DATE <br /> — —_— — — — — — — — _ L P05T 4 GROUND <br /> _ ROD WELLS. <br /> u�. U•.. L TYPICAL e U TO OTHER FENCE POST <br /> 0 — — — — — — — — — — — — — — — / / • GROUND ROD WELLS. Q <br /> GROUND ROD AND ; ; / CONNECTION. <br /> w <br /> Zo in — — — INSPECTION WELL 3/4",P, CONCRETE <br /> Ir X a \ (N) DISTRIBUTION PANEL 24"W X 42H X 10"D. (MAX WEIGHT 250 LB5) 10' COPPERWELD FOOTING. Q <br /> X Z GROUND ROD. (TYP.) <br /> Of� \ 2\ (N) UN15TRUT CHANNEL I %" x I %", ATTACHED TO (N) CONCRETE Q <br /> WALL WITH %"(P HILTI KWIK BOLT TZ WITH 3" EMBEDMENT INTO (N) GROUND ROD. <br /> OD ZI CMU WALL. PROVIDE (4) PER CHANNEL. <br /> z= a a \ #4/0 BARE <br /> a� zn <br /> A <br /> a 3O (N) GMU WALL. COPPER GROUND <br /> o GABLE LOOP 30" <br /> 00 BELOW GRADE. NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR FENCE REQUIREMENTS. DRAWN BY CHECKED BY <br /> a <br /> �3 MG SB/ SF <br /> ww <br /> W o DATE ISSUED SCALE <br /> a} - CHAIN LINK FENCE GROUNDING DETAIL 05/01 /2020 AS NOTED <br /> N¢ PANEL INSTALLATION CONCRETE WALL INSTALLATION CONCRETE WALL PROD. NO. <br /> ZX <br /> "� E7.6 E�'6 NOT TO SCALE 191 1 000-1 21 1 <br /> 0 o NOT TO SCALE <br /> SHEET NO. <br /> Ll Of <br /> 20 <br /> EL E7.6 <br /> Of <br /> OF <br /> J O <br /> <01 <br /> DRAWING NAME: \\ACEEDC2\projects\projects\Year 2019\E19147 Franklin HS Additional Athletic Improvement\ATHLETICS (Ball Fields & POOL)\E7.6—El ectrical Details.dwg <br /> PLOT DATE: 04-30-20 PLOTTED BY: sbuhay <br />