Laserfiche WebLink
OH <br />APPROXIMATE LOCATION OF <br />TELECOMMUNICATION CONNECTION. <br />x <br />GC TO COMMUNICATE WITH <br />° <br />FRONTIER FOR CONNECTION <br />_❑� <br />11 <br />0 <br />0 <br />xl <br />of <br />x <br />0 <br />u <br />❑ <br />= <br />Oio <br />a <br />�I <br />0 <br />�I <br />J <br />r r> 1 X <br />/EE'IZON r&4A EE <br />_ X X X X X _X <br />O — OH — OH OH — OH — OH — OH — OH — OH OH — OH — OH — OH OH — OH — OH FIVER OPTIC 41ARKER 83.i3 T i . �",;.:.•',';:'' .:•.,',•�•'`. <br />{—T— OH — OH — OH — OH — OH — OH — p `r,' "'', ',• . t" ?. •^ <br />. n OH — OH — OH OH — OH .. OH „^.• "O.':=�' H •` OH — OH <br />P� PAY _........_.� PW �.......__ <br />I <br />P ,d _ _.. __ p l�� .._. P �� ....._.. P �� - ... P ��/ P �v P �nJ P \Fl P �J �.....� . P �>:` .' P �, 00 <br />CA t; ❑ <br />CASING g ,66' <br />NUT 80,91 ` <br />CL <br />m <br />rr� <br />i . <br />CL <br />I <br />i <br />�3 <br />C_ <br />I <br />i � <br />i d'TS <br />I> <br />�h <br />PROPOSED 8" SANITARY SEWER LINE TO CONNECT TO EXISTING SANITARY <br />MANHOLE VIA CORE DRILL IN ACCORDANCE WITH THE CITY OF ZEPHYRHILLS <br />UTILITY STANDARDS. CONTRACTOR SHALL PROVIDE WRITTEN REQUEST WITH <br />PROPOSED TIME AND DATE OF CONNECTION AT LEAST 5 WORKING DAYS IN <br />ADVANCE OF PLANNED CONNECTION. <br />PROPOSED INVERT ELEVATION: 77.76 <br />EXISTING RIM TO BE RAISED TO ELEVATION 82.74 <br />*CONTRACTOR TO RECONSTRUCT MANHOLE FLOW CHANNELS AS NECESSARY* <br />SURVEYED GAS LINE FLAGS <br />r- <br />1 I SURVEYED TELECOM UTILITY FLAGS <br />I <br />' C)... l...x.1 <br />0— <br />r- <br />SEE ENLARGED VIEW FOR MORE DET IL <br />4 <br />T rn <br />t <br />I <br />fJw <br />I <br />( <br />G <br />f#»d <br />a <br />G <br />4 <br />G A'' <br />n <br />f <br />T L <br />Ay <br />147 LF 8" SDR 26 PVC @ 0.45% <br />PROPOSED SANITARY MANHOLE <br />TOP: 85.83 <br />INV IN (S): 78.42 <br />INV OUT (N): 78.42 <br />6" 450 BEND <br />6" FIRE LINE BFP <br />FDC <br />6" GATE VALVE —� <br />r <br />a .Rig 'I <br />4 , <br />mm <br />n <br />d , <br />A. 4' <br />i G d <br />A' .r <br />SECONDARY ELECTRICAL CONDUIT <br />d <br />CONNECTION (MIN, 3' COVER) <br />C� <br />TELECOMM CONNECTION (MIN. 3' COVER) <br />°. <br />- a <br />FIRE CONNECTION TO BUILDING. SEE <br />!!! <br />ARCHITECTURAL PLANS FOR CONTINUATION <br />€ <br />fly' a <br />°. <br />75 LF 4" SDR 26 PVC @ 1.50% MIN. <br />f <br />Fs <br />4 <br />WA <br />M.{ <br />5 <br />� <br />� <br />J°�:—„;;:.•. <br />�H,`^t EtE r ;f i� <br />$ � y f.. ;: E m, <br />➢ <br />� <br />Lu E <br />F.F. ELEVATION: 87.25 <br />G-1 <br />v <br />3> <br />m <br />r <br />o <br />I <br />SANITARY CLEANOUT <br />° <br />TOP:87.20 <br />-a <br />INV:80.63 <br />r <br />v <br />a <br />75 LF 4" SDR 26 PVC @ 1.50% MIN. <br />4" SANITARY SEWER <br />CONNECTION TO BUILDING <br />MIN. T DEPTH, SEE PLUMBING <br />PLANS FOR CONTINUATION <br />INV: 83.00 <br />., ' <br />- CONFLICT #5 <br />; ¢. <br />TOPy»� p G�j <br />ElF3� +.d' <br />c.J <br />❑� VIV N:p, 7€.81t <br />14, <br />)r� �5,. IN 76,97'' <br />`EtEtI W ,u % Ir j/ co <br />loom,, <br />It <br />�,? A9 <br />I I o <br />Y� <br />J <br />I <br />0 <br />❑ <br />t <br />Tl <br />- PROPOSED 12 " X 18" <br />ELLIPTICAL STORM <br />PIPE <br />INV: 79.93 <br />INV: 77.87 <br />PROPOSED 8" SAN. SEWER <br />CONFLICT DETAIL 5 <br />N.T.S. <br />Fee —a <br />1 . / <br />- PROPOSED 12 " STORM <br />PIPE <br />INV: 82.34 <br />iV <br />\ \- INV: 79.22 <br />PROPOSED 4" SAN. SEWER <br />CONFLICT DETAIL 1 <br />N.T.S. <br />PROPOSED 2" PROPOSED 12" <br />POTABLE WATER ADI STORM <br />LINE O PIPE <br />z_ <br />f <br />ti <br />NOTE: <br />INSTALL 45° BENDS AS NECESSARY TO ACHIEVE A <br />MIN. OF 12" VERTICAL SEPARATION. <br />CONFLICT DETAIL 2 <br />N.T.S. <br />PROPOSED 6" PROPOSED 12" <br />FIRE LINE ADI STORM <br />O PIPE <br />z <br />f <br />iV <br />TY <br />NOTE: <br />INSTALL 450 BENDS AS NECESSARY TO ACHIEVE A <br />MIN. OF 12" VERTICAL SEPARATION. <br />CONFLICT DETAIL 3 <br />N.T.S. <br />PROPOSED PROPOSED 4" SAN, <br />6" FIRE LINE SEWER PIPE <br />O <br />N <br />NOTE: <br />INSTALL 45' BENDS AS NECESSARY TO ACHIEVE A <br />MIN. OF 12" VERTICAL SEPARATION, <br />CONFLICT DETAIL 4 <br />N.T.S. <br />al <br />w <br />2 <br />�0j <br />Z <br />0 Lu <br />ain <br />z <br />0 <br />En 2 <br />0 <br />N <br />Lu a <br />O <br />z <br />O N <br />m � <br />00 N <br />m LLn <br />J '' <br />LL O <br />O � <br />lm0 <br />m � <br />fJ <br />" <br />w � <br />O <br />Z U -LU <br />< <br />Z M Q <br />g25° <br />0) <br />co Q <br />5R6 <br />IA <br />Lij <br />= Lu �e <br />CU <br />O <br />0 = Q <br />a p <br />ffA& <br />Ln O <br />LJL <br />o IRRIGATION CONTROL BOX <br />SEE IRRIGATION PLANS FOR CONTINUATION <br />1 1" IRRIGATION METER AND BFP <br />Ji N <br />1" 90° BEND <br />N <br />2" X 1" X 1" TEE u N <br />12' J <br />2" PE4710 DR9 POLYETHYLENE TUBING J <br />' 2" GATE VALVE L <br />Lu <br />ram! I o O a <br />i <br />o <1 ru O <br />PA1 FW ( PW Pth fWJ PW My W FN J V / <br />4' f""f <br />= J <br />F' i" PE4710 DR9 �y <br />GC TO COORDINATE WITH r, POLYETHYLENE 2 <br />ga CITY INSPECTOR WITH .� TUBING N W <br />PROPOSED TIME AND DATE 1" POTABLE WATER 5.1 <br />OF CONNECTION AT LEAST METER AND BFP O Z <br />48 HOURS IN ADVANCE OF W <br />PLANNED CONNECTION. GC VI <br />TO CONNECT TO EXISTING <br />POTABLE WATER LINE VIA <br />2" SADDLE TAP J <br />�a I J <br />fi t <br />� <1 <br />EXISTING 2" POTABLE WATER MAIN A!_ <br />J J <br />mLu <br />LLIZ 0 <br />1-4 <br />VLu <br />a. <br />PROJECT NO. <br />ENLARGED VIEW OF METER AREA 2341 <br />3 '? 1 i <br />SCALE: 1" = 5' <br />Z <br />g <br />a <br />J <br />SHEET <br />C700 <br />N <br />d' <br />Ll� <br />M <br />M <br />J <br />LL <br />F-1 <br />} <br />2 <br />a <br />Lu <br />N <br />J <br />m <br />J <br />J <br />C� <br />r\ <br />