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0 <br />2" BRASS CAP <br />FINISHED GRADE <br />III—III —III---III—III—III <br />P I I I III -� I I-111— <br />-III <br />2 GALVANIZED <br />STEEL PIPE <br />III <br />CONDUIT STUB -OUT <br />WITH CAP I2] <br />NOTES: <br />ENGRAVE BRASS CAP INDICATING FUNCTION AND FINAL DESTINATJON. <br />�2 RECORD ALL ACTUAL STUB -OUT LOCATIONS ON AS -BUILT DRAWINGS. <br />TYPICAL UNDERGROUND—CONDU_ IT <br />STUB—OUT DETAIL (N.T.S.) <br />LIGHTING PULL BOX <br />17-1/4 X 10-5/8 X DEPTH AS REQD <br />BOLT DOWN PARKWAY COVER <br />LABEL 'NORMAL LIGHTING' <br />'EMERGENCY LIGHTING' <br />OR 'SECURITY'. <br />FINISH <br />GRADE <br />WATERTIGHT SPLICES <br />IIIP <br />CONDUIT BUSHINGS <br />(TYP.) <br />PVC CONDUIT <br />RISER - -- <br />-111'. <br />III oD �p o o aQ Qo l <br />II <br />0 <br />�0� �p pp12a <br />� o00 <br />Q aDCS d o p o Q <br />III-- (gR <br />III_►_ <br />=III -III <br />----- 24„ <br />-INCOMING LIGHTING BRANCH <br />CIRCUIT PVC CONDUITS <br />GRAVEL BASE <br />LIGHTING PULLBOX_ <br />DERAIL (N.T.S.) <br />12" <br />PEDESTAL <br />3' GRADE <br />— or. <br />III <br />I-1 I I I to I I I=1 <br />to °Ip 4 GALV. STEEL ANCHOR ' <br />24" I ' BOLTS 112" X 12, <br />III ° <br />D n I CONDUIT AS REQUIRED. <br />MIN. 36" BELOW GRADE. <br />" DEEP X <br />RECT. CONCRETE BASE, 3000 26" WIDE <br />PSI MIN. AFTER 28 DAYS WITH <br />4 #6 VERT. REINFORCING BARS <br />AND 3#3 CROSS TIES AT <br />EACH END AND CENTER. <br />B POWth <br />��� DETAIL <br />CAST ALUMINUM BASE RING <br />(N.T.S.) <br />3" GRADE <br />i=1 I II I to I I_I=1 <br />_III I° I —III <br />4 GALV. STEEL ANCHOR <br />s BOLTS 1/ 2" X 12" X 2" <br />24" III= I SUPPLIED WITH BOLLARD. <br />—III I ° of <br />III ° <br />D n o I CONDUIT 10 OTHER FIX'T. <br />OR HOMERUN TO PANEL, <br />MIN. 18" BELOW GRADE. <br />3„ =III=III <br />12" <br />ROUND CONCRETE BASE, 3000 <br />PSI MIN. AFTER 28 DAYS WITH <br />4 #6 VERT. REINFORCING BARS <br />AND 3 #3 CIRCULAR TIES. <br />J7.1D <br />LiVf_1 I INV tjULIJ�KU ruU i iIv <br />ETAIL (N.T.S.) <br />STEEL BASE COVER, <br />- <br />GROUT AS REQUIRED. <br />3' - <br />ROUND STEEL POLE, <br />HEIGHT VARIES. SEE <br />BELOW. <br />o FLUSH HANDHOLE WITH <br />GROUND LUG. <br />0 <br />45 DEGREE <br />CHAMFER <br />--- ��- SANDBLAST EXPOSED CONC <br />TO REMOVE TUBE MARKS <br />30" <br />0 <br />4" <br />GRADE_ <br />11 12"I - <br />z <br />F -III <br />4 GALV. STEEL ANCHOR <br />o o BOLTS 1" X40" X4!' <br />z L,CD _j III - — — -� ° SUPPLIED WITH POLE, <br />0 M=III I I VERIFY BOLT CIRCLE. <br />0 W <br />-- <br />n CONDUIT TO OTHER POLES <br />OR HOMERUN TO PANEL, <br />oL s- Jo MIN. 24" BELOW GRADE. <br />3„ 5 1/2"---p-_ / 13" - <br />5 1/2" <br />24" <br />ROUND CONCRETE BASE, 3000 <br />PSI MIN. AFTER 28 DAYS WITH <br />4 #6 VERT. REINFORCING BARS _ _ <br />AND #3 CLOSED HORIZONTAL POLE HEIGHT 'X' <br />TIES, 12„O.C. U.O.N. <br />32'-6” 6'-0" (7210) <br />22'--6" 5'-0" (60" ) <br />rI vTI 10 cC CI ("N CI r) C7 r` [7I W <br />DETAIL <br />ROUND STEEL POLE, <br />HEIGHT VARIES. SEE <br />BELOW. <br />FLUSH HANDHOLE WITH <br />GROUND LUG. <br />HAND PACK TOP 3" OF <br />STEEL BASE COVER, 0 FOOTING WITH NON-FERROS <br />GROUT AS REQUIRED. NON SHRINK GROUT AFTER <br />POLE HAS BEEN PLUMBED. <br />3" <br />GRADE <br />ttt =�tt 111=1 <br />n�—_ t r VIIIIil <br />I <br />12„ <br />W a <br />_ — <br />(D 0 r <br />Z 4 GALV. STEEL ANCHOR <br />P: m m _ ° BOLTS 1" X 40" X 4" <br />o LLJ I ° SUPPLIED WITH POLE, <br />VERIFY BOLT CIRCLE. <br />II ° <br />CONDUIT TO OTHER POLES <br />OR HOMERUN TO PANEL, <br />MIN. 24" BELOW GRADE. <br />13 5 1/2" <br />ON <br />2 4" <br />ROUND CONCRETE BASE, 3000 -� <br />PSI MIN. AFTER 28 DAYS WITH <br />4 #6 VERT. REINFORCING BARS <br />AND #3 CLOSED HORIZONTAL <br />TIES, 12" O.C. U.O.N. <br />POLE HEIGHT 'X' <br />35'-0" 6'--0" (72") <br />25'--0" 5'-0" (60" ) <br />J1D—FIXTURES_F1AF1 F1 EF1 F <br />FOOTING DETAIL c��s� <br />PHASE 1 A/PHASE 18 SEPARATION <br />PULLBOXES LOCATED AT JUNCTION OF <br />PHASES 1A & 1B FOR FUTURE CONTINUATION <br />REFER TO E7.2 FOR PANEL SCHEDULE <br />PANEL 100A, 480/277V,30,4W <br />TOPD WEATHERPROOF PANELBOARD <br />PROVIDED BY OWNER <br />11 <br />SITE LIGHTING PULLBOX, TYPICAL <br />TO SITE LIGHTING FIXTURES <br />SEE PLAN DRAWINGS FOR <br />ROUTING, PULLBOXES AND WIRE <br />QUANTITIES AND SIZES <br />POWER <br />PEDESTA <br />NO. 2 <br />POWER <br />PEDESTAL <br />NO. 3 <br />CIRCUIT BREAKER/METER SECTION <br />PROVIDED BY CIVIL DRAWINGS <br />150AT• • <br />225AF ) ) — <br />9P • <br />2"C, 2#1/0 & 1#1 GND <br />A TRANSFORMER TX -1 <br />PRI: 240V, 10, 2W <br />V KVA: 30 <br />SEC: 480/277V, 10, 3W <br />1-1/4"C, 3#2 & 1#4 GND <br />REFER TO E7.2 FOR PANEL SCHEDULE <br />11 <br />SITE LIGHTING PULLBOX, TYPICAL <br />TO SITE LIGHTING FIXTURES <br />SEE PLAN DRAWINGS FOR <br />ROUTING, PULLBOXES AND WIRE <br />QUANTITIES AND SIZES <br />'c PARTIAL ONE-LINE— <br />F71 DIAGRAM <br />.e ............ <br />°----�""'� �-- <br />(N.T.S.) <br />POWER <br />PEDESTAL <br />NO. 1 <br />Stone <br />Marraccint' <br />Patterson <br />Architecture <br />Planning <br />Interior Architecture <br />One Market Plaza <br />Spear Street Tower <br />Suite 400 <br />San Francisco <br />CA 94105 <br />415 227-0100 <br />Architect,AIA <br />Tech. Checked Tech. <br />Coord. Arch. <br />RUTHERFORD & CHEKENE <br />303 Second St. Suite 800 N. <br />San Francisco, CA 94107 • <br />Structural Engineer <br />GUTTMAN & MacRITCHIE <br />631 Howard Street, Suite 500 <br />San Francisco, CA 94105 <br />Mechanical Engineer <br />THE ENGINEERING ENTERPRISE <br />1305 Marina Village Parkway <br />Alameda, CA 94501 <br />Electrical Engineer <br />Approvals <br />Revisions <br />No. <br />SAN JOAQUIN <br />GENERAL HOSPITAL <br />REPLACEMEI~�T PROJECT <br />PHASE 1A <br />Date <br />ELECTRICAL <br />DETAILS <br />Scale: As Noted <br />Protect No. <br />Drawing No. <br />53000.09 <br />E7.1 <br />Date <br />s <br />23 MAR 1992 <br />