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GFCI RECEPTACLE IN WEATHER PROOF CAST <br /> BELL BOX AND INTERMATIC WP 1250M\/XD <br /> WEATHERPROOF COVER. <br /> y4" - 20 BOLT (TYP) <br /> UN15TRUT PI100 SERIES PIPE <br /> LIGHTING POLE CLAMP <br /> 15" MIN 3/4" RIGID STEEL CONDUIT <br /> PVC TAPE WRAPPED. 6R5 CONDUIT <br /> FIN15HED GRADE. 10 <br /> F <br /> V//V/�V�/V//V//V� I_BEAM VERDE DESIGN <br /> PEDESTRIAN AND INC" FOR LANDSCAPE ARCHITECTURE <br /> x / // ' <br /> 12" MIN. "EMERGENCY LIGHTING" CIVIL ENGINEERING <br /> 5 POLE BASE FOR EGRE55. SPORT PLANNING & DESIGN <br /> 20" MIN. 1843 Iron Point Rd #140 <br /> PRECAST PULL-BOX. Folsom,CA 95630 <br /> CHRISTY Ncl. PROVIDE tel: 916.415.6554 <br /> a #2 BARE COPPER (I) AT EACH POLE. fax:408.985.7260 <br /> GADWELD TO POLE '' www.VerdeDesignlnc.com <br /> P3500 5ERIE5 UN15TRUT <br /> CONCRETE SUPPORT oIO' x %" COPPER GLAD B-LINE 5444 5ERIE5 <br /> a 6" DIA. x 12" DEEP. STEEL GROUND ROD. 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EVERY IO' <br /> BETWEEN FIXTURES. <br /> V) <br /> 0 <br /> z <br /> z LIGHT FIXTURE SUPPORT DETAIL <br /> 4 <br /> U <br /> W <br /> 0 <br /> Of0 <br /> E7.2 NOT TO SCALE <br /> W <br /> U_ <br /> U <br /> a <br /> V) <br /> W <br /> 3 <br /> o SHEET TITLE <br /> z TXEMFfi FROM L)SA TXEMFfi FROM 1, <br /> Z <br /> 0 <br /> z REV I E N FER DSA IR-22 " REV I EYN FER DSA IR-22 II <br /> z <br /> ELECTRICAL DETAILS <br /> Q <br /> Z <br /> 0 <br /> c 6 <br /> 7 <br /> 0 8 <br /> `` 2 <br /> a 9 52„ PROJECT NAME <br /> 0 <br /> 3 <br /> w 10 <br /> 0 <br /> a ROUND STEEL POLE TO BE INSTALLED 11 14 1211 FRANKLIN HIGH SCHOOL <br /> C; SHALL NOT EXCEED 22' IN HEIGHT. 5 17-1 17-11 12 ATHLETIC IMPROVEMENTS <br /> > Li TO FACEW <br /> 0 4" HANDHOLE <br /> 0 FLUSH HANDHOLE WITH GROUND /7777777�177/777/777/77777 <br /> PLL BOX <br /> LUG. CONNECT GROUND WIRE TO <br /> a <br /> Ir GROUND LUG. 4 13 <br /> w GAP CONDUITS. <br /> MINIMUM POLE BASE <br /> 3 (BEFORE POURING CONCRETE) I y2" NON-SHRINK GROUT. O PROJECT ADDRESS <br /> z 5 6 16 4 E FRE T T <br /> � � - - � r� O O 600 MON S . <br /> Z BASE COVER. III 14 <br /> 450 GHAMFER. <br /> U) III III STOCKTON, CA 95215 <br /> Uj A 15 <br /> > 1— <br /> L 1 <br /> 36 l �- 2 J 0 0 <br /> SUBMITTAL DATE <br /> 343 TIES. <br /> g FINISH GRADE. I �I 4-I"(P x 40" LONC7 11 UM 33" O DD/50% SUBMITTAL 03/06/2020 <br /> a rt �III ANCHOR BOLTS. <br /> Ld }- <br /> 4" HOOK TYP. O DSA 100% SUBMITTAL 05/01/2020 <br /> 0 <br /> Zo, I _[II TTI 2I11 <br /> r 4 CEJ L O1 CONTRACTOR SHALL ENGAGE FOUNDATION O GROUND CONDUCTOR. <br /> 0 RIGID STEEL ELBOWS r° CONCRETE POLE FOOTING <br /> W WRAP WITH PVC, TAPE10 COMPRE551VE STRENGTH TO DESIGNER, POLE BASE FOUNDATION O REBAR IS" DIAMETER MIN. <br /> 0 ° - BE f'c. = 3500 P5I MINIMUM SHALL BE DESIGNED BY QUALIFIED FOUNDA- 10 BUSHING. FOUNDATION <br /> irU OVERLAP 503b. — a� AT 28 DAYS. TION DESIGNER WHO I5 FAMILIAR WITH SOIL II 2„ <br /> Z MINIMUM ° _ ° CONDITIONS AND POLE LOADING. 11 ANCHOR BOLTS - VERIFY BOLT 5IZE 4 BOLT <br /> Z 6' PVC 5OH40 FROM RIGID CIRCLE WITH POLE MANUFACTURER. <br /> <� O2 GAP CONDUITS. (BEFORE POURING CONCRETE) <br /> 00 — °� —� STEEL ELBOWS TO NEXT 12 GROUT. NO. REVISIONS DATE <br /> �,o �`_ _ _ _ �_ POLE. (SEE PLAN) O3 BASE COVER. <br /> i.-Of ° ° 13 PVC 5OH40 FROM RIGID STEEL ELBOWS TO Q <br /> 0 a — — r 4-#6. (GRADE 60) O4 RIGID STEEL ELBOWS WRAP WITH PVC, TAPE NEXT POLE. (SEE PLAN) <br /> w z OVERLAP 503b. Q <br /> Z o — — — —°a �° 14 VERT REBAR. (#4 GRADE 40 MINIMUM) <br /> U) ° — — — #3 TIES AT 6 O.G. 5 FINI5H GRADE. LIGHTING PULL BOX Q <br /> a ° a ° TYP. (GRADE 40) O 15 TIES REBAR. (#4 GRADE 40 MINIMUM) <br /> UJ aow z 3" GLR. O LUMINAIRE POLE. <br /> � 16 CONCRETE BASE, MINIMUM 3500 P51. Q <br /> Uj O HAND HOLE. (COMPRESSIVE STRENGTH - 25 <br /> 0� 3" GLR. MINIMUM DAYS MINIMUM) Q <br /> Z0 24" 0 O8 GROUNDING LUG. <br /> N� Q <br /> z <br /> J� <br /> Q_1 <br /> z� DRAWN BY CHECKED BY <br /> aQ <br /> ~3 <br /> TYPI AL RAISED P LE BASE DETAIL FLUH P LE BA E DETAIL CONCRETE PAD FOR LIGHT POLE AND PULL BOX MG SB/ SF <br /> WOc os o s <br /> DATE ISSUED SCALE <br /> 05/01 /2020 AS NOTED <br /> Oa E7.2 NOT TO SCALE <br /> E7.2 NOT TO SCALE E7.2 NOT TO SCALE <br /> az <br /> fN Q PROJ. NO. <br /> N� <br /> 1911000-1211 <br /> vi F <br /> SHEET NO. <br /> of <br /> 00 <br /> E7.2 <br /> Qf <br /> OF <br /> J U <br /> <0 <br /> DRAWING NAME: \\ACEEDC2\projects\projects\Year 2019\E19147 Franklin HS Additional Athletic Improvement\ATHLETICS (Ball Fields & POOL)\E7.2-Electrical Details.dwg <br /> PLOT DATE: 04-30-20 PLOTTED BY: sbuhay <br />