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HomeMy WebLinkAboutS-290011PROPOSED ASPHALT PROPOSED ELECTRICAL WARNING O� 4•4mpf0 NOTE TAPE CENTERED VER EACH ELECTRICAL NOTES ALL CONDUIT INSTALLED IN EARTH 1 1. ALL WIRES SHALL BE ROUTED IN RIGID GALVANIZED STEEL CONDL ",T UNLESS OTHERWSE NOTED, SZE AS NOTED ON DRAWNG. 2780 SHALL BE CONCRETE ENCASED. SEE CONDUIT SHALL BE 1/2" SIZE WHEN NOT NOTED ON PLANS. DETAIL THIS SHEET. 2. 480 VOLT WRING SHALL BE ROUTED IN SEPARATE CONDUITS FRLW 120 VOLT (AND OTHER VOLTAGE) C,K :;.nTl elCU¢n rf /lAAlt PROPOSED CONCRETE 3. ALL WRE SHALL BE A MINIMUM SZE f 12 UNLESS SHOWN OTHERWSE. - -� - -- PROPOSED CRUSHED SURFACING > "` ;,� ,�; :- / -j %' J, j !' % "i. ^1; Vii; j� ENCASEMENT. MINIMUM OF 3" �� / - % 4. LOCATION OF CONDUIT ENDS ARE SHOWN APPROXIMATELY, CONTRACTOR IS RESPONSIBLE F01: EiriaNG CONDUITS IN LOCATION THAT H. CONDUITS. �- SIDES OF WLL NOT CONFLICT WITH EQUIPMENT IN THE VAULT. `,�$�r ••s+ � 5. CONDUIT ROUTING IS SHOWN DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE TO FOUTE CONDUITS IN A NEAT MANNER, PARALLEL OR �• R PERPENDICULAR TO WALLS AND SECURELY ATTACHED TO WALL OR CEILING. PROPOSED STRUCTURAL FILL 1fi727 6. ALL CONDUIT PENETRATIONS INTO THE CONCRETE STRUCTURES REWIRE A UNK -SEAL FITTING AROUND THE CONDUIT. PENETRATION �br SHALL BE WATERTIGHT. ! gf+ DRIVEWAY CENTERUNE � e ` l - PROPOSED CONDUIT (IYPICAQ sicAf " ff/28/of NATIVE OR DISTURB SOIL ASPHALT PAVING CONCRETE ENCASEMENT DETAIL Q SEE DWG NO. E -2 FOR POWER RACEWAY SCHEDULE NOT TO SCALE DRY WELL VENTING WET WELL DESIGN BY OTHERS ENCLOSURE. SEE -4 FOR DETAILS. TO G.7MESTIC WATER HOOKUP BACKFLOW PREVENTER / x� 4 -T y 0 '.. <y {r a. � �� �� -• - ;I� ®. W Lu ui r Vr 6i r� d n Q W W n tt`x r} ENGINEERS PLANNERS t SCIENTTSrs •C, 'Yi"' 4 . I' S 8.t'�,y �` ?.i f � 5.: £. . %.,i � - �y� r. ,_, e.._ � _ ,, __ .__!.. _ <._:,_.:_:__ _, — �.,.._..:_ _- ✓ ,mow= hU w m1h1.<an . 7 _ —... .x =� .-. —�— .. f .�.;,— —. _:..�_ _,._ _:mss � <. +�.-. � �. :,—. _.. :- •.— .J"—r• '`_:_?r '-.. qj SE1.1.11491HIM orF1c1 7s1.aw <. .. _ .. ..e.. , r S 425.951.5100 W�E ,. .. _..,.. , : >.�:: „_ .,....x, -. .. _i;..,_ . FJ18fY1Q1ATCl�EOFPME - a5 - .< 300 S.. S1rceL Srik S ,- _ ,. P0Ri0Ml01ARD0llfLL 600 q t- sb.k Sate 101 - .v _ .,.. _. ��: •hire.., SCALE: SHOWN E� �CTR!CAL SITE PLAN 0 1" 2- 1' 72' DRAWNG IS NOT TO SCAiE REVISED .iiyCONFOW IF BAR IS NOT 2" LONG TO CONSTRUCTM RECORDS SHOWN M n —DMB E-3 MARK MILLER JAN 24, 2003 —MM SCANNED w u 8 2 PJ12 ENGINEERING INC. DATE we JAN 24, 2003 \C OCT (J aorc: PAG w T A. ,,,,, 2 7 .� d250 AAA 1 AS -%kLTS - -..... LhB NM 1/24/03 a ""� 101.062 f 0 •4 N0. BBY1310N BY REVIER DATE ^KCC -E3