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NOTE: - <br /> BASEMAP INFORMATON FROM FEB.2003 <br /> AERIAL SURVEY. <br /> I <br /> I 1/4'x18"WIDE (MIN.)GALV. <br /> SMOOTH COUPLING BAND <br /> WITH NEOPRENE GASKET o <br /> MATCH BOLT HOLES W/ Zt* <br /> 1/4' PLATE i 6 ... A ,.. <br /> 24"0 SWPE PIPE tl _ _ _ <br /> re <br /> COLLAR .- <br /> i - _ (4 1/2" PIPE) MATERIAL TO BE ASTM 1" : - .,. -. <br /> III - - A36 1/4" PLATE GALV. <br /> a'. // ., • . a 1/4", TYP..' AFTER FABRICATION 2, 6" .. . . 17w0 7M0 RISER <br /> � SLOPESHROEED-POND <br /> _a� , .; . /_ PER ASTM A123. <br /> .. /.,:: (3)-3/4" GALV. BOLT W/ a <br /> .: 2 WASHERS & NUT <br /> ._1� 1 4" PLATE. SEE SLOTS TO BE i I5'MIN _I v <br /> / 1 49 32"x3 4" <br /> . i,.4' PLATE DETAIL / / 3 4"0 - OVERFLOW 3 i\5 <br /> '/ MATERIAL TO BE ASTM , s _` - : ! t <br /> 2" TYP. A36, GALV. AFTER (2)DEWATERING HOLES MATERIAL <br /> FABRICATION PER ASTM A153 180 DEGREES APART • -• 1/2'TO 3 GRAVEL FILTER <br /> et <br /> 2" TYP. 6 1/2 6 1/2' :� -"•- <br /> • / �j//\ (MAY BE HELD IN PLACE <br /> '/{��', '�Y� ,"�.�,ii/ I v (''�j ��IN. / / . ` WITH WIRE MESH) ' <br /> 4'x61PIPE STAKES 18'SO SLOPE 1% a <br /> • <br /> EACH SIDE OF PIPE. . FLATTEN TO POINT, TYP. PLATE DETAIL INVERT-405.50 — <br /> 11111 I <br /> ( ` SEDIMENTATION POND OUTFALL STRUCTURE <br /> Ci,1 ).1 NOT TO SCALE <br /> 4. <br /> PIPE ANCHOR DETAIL <br /> C2.0 C1.1 NOT TO SCALE 'E -EN <br /> i63 1 .4 <br /> LEGEND <br /> PROPoSFo <br /> • /� _ �•\\ s, , —X—X— CONSTRUCTION FENCE <br /> EE SNEEI CIA FOR �� FILTER <br /> pNSITE EROSION CONTROL `� I: —0-0— CITY STD FABRIC <br /> 205A PER <br /> SEE SHEET C1.0 SLOPE�gXSD\\ SEE SHEET C2.0 CRY STO PLAN 2108 <br /> ` FOR CONTINUATION CB 1S - r <br /> s - FOR CONTWUATION <br /> I �tvt1 <br /> DIVERSION SWALE PER <br /> . I /_ ""A,"'ZX CONSTRUCTION ENTRANCE <br /> EXISTING <br /> ..—•.!.—•:.--+..—•..—•,.�. / r_. •._\ C1:1 C1,TSOEUDTII.MEETN'STATTRUOCMN RR EiD N ENCASED MONUM <br /> ENT NT <br /> • CB CATCH CBMH CATCH <br /> BASIN MANHOLE <br /> DIME BONS ? t) � SSMH SNAITARY SEWER MANHOLE <br /> '.\ DIMENSIONS 72'X17' \}� _ - POWER POLE <br /> ' ARMOR DIVERSION BOTTOM EL 408 _ <br /> SWALE INLETS WITH <br /> EJB_ <br /> POLE <br /> QUARRY SPALLS Ft: <br /> TOP OF BANIS <br /> UHT ELECTRICAL JUNCTION BOX <br /> a ELEY.414.0 TJB TELEPHONE JUNCTION BOX <br /> , <br /> ' WV WATER VALVE <br /> _ \\ < FH FIRE HYDRANT <br /> • WATER UNE <br /> , + ` RAIL <br /> .... TER LINE 0 <br /> FENCE <br /> CE <br /> GU <br /> .".. <br /> \ STORM DRAIN UNE Z <br /> Z <br /> SLOPE ONERSION SWALES/ S \ \\,- SEWER LINE 0 Q <br /> TO DRAIN TO POND \\ CONIFER.TREE U <br /> yy W <br /> 77, <br /> iLU <br /> 1 W <br /> 0 <br /> "Z. <br /> ~ / �� <br /> R. .. _ _ .... _._ =W FEET <br /> i ,..6. <br /> �� <br /> / FUTURE INDUSTRY STREET ALIGNMENT -% •• s ao so w <br /> • <br /> p �'.;• tt.L O <br /> LE ' <br /> E <br /> J:,Ox <br /> s R.»e. <br /> R <br /> O _ <br /> �� w.JOJ.tea. <br /> ...... <br /> °L MG <br /> ;`�i+ioiµl�` CALL 48 HOURS p_L� "wv C <br /> I <br /> S ._ I.sie+cs tOrp/11.1 ' IF 1'DOES NOT MEASURE 1 <br /> BEFORE YOU DIG NOTE: <br /> 1"800-424-6656 ADJUST SCALES ACCORDINGLY. Aucusr 2003 <br /> +>27-03-003 <br />