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NOTES: <br /> FU 08 AS-BUILT POINTS <br /> i. AS DESCRIBED IN THE SPECIFICATION(SECTION 02535).THE ts,a , r POINT NO. NORTHING EASnNG ELEV <br /> CONTRACTOR SHALL CONSTRUCT CROSSING POINTS OVER LEACHATE 2i' _ _ ♦s ss- - � <br /> PIPES AT THE LOCATIONS WHERE THE CONTRACTOR'S TEMPORARY e o ��`^ 1214 2144157.7 63626782 78.02 <br /> ROADS CROSS THE PIPES. <br /> 1275 21441962 6382716.9 77.99 <br /> 2. CONTOURS SHOWN WITHIN THE EDGE OF GEOMEMBRANE LINED AREA T Z4 ,ua® gin+ 1216 2147206.9 6362798-9 74.46 <br /> REPRESENT THE ELEVATION OF THE HDPE GEOMEMBRANE. s <br /> CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS TO ALLOW FOR � 1217 2144210.7 6362867.0 75.89 <br /> THE THICKNESS OF COMPONENTS UNDERLYING THE HOPE I � 72° <br /> GEOMEMBRANE SUCH AS THE CLAY LINER 11th 21442066 636z9az a >e z7 <br /> 1219 2144183.6 1 6363016.0 75.57 <br /> 3. THE TOPOGRAPHY SHOWN IS BASED ON A MARCH 2013 AERIAL SURVEY. ^".�0 1220 2144160.7 6363075.6 7392 <br /> THE TOPOGRAPHY HAS SINCE BEEN MODIFIED IN SOME PORTIONS OF THE <br /> WORK AREA.THE CONTRACTOR SHALL SURVEY THE WORK AREA PRIOR 1 re o2 6s 1221 21"762.8 6363113.0 7391 <br /> TO CONSTRUCTION. 1 EMOVE DOWNDRAI 1222 2144OM5 63626732 75.04 <br /> 4. THE CONTRACTOR SHALL PROTECT THE EXISTING WMU FU-10 LINER �� <br /> (SEE NOTE 6) 60 V <br /> 21" 21 63621570.9 7279 <br /> SYSTEM THROUGHOUT WMU FU-13 CONSTRUCTION. ,� C-�77 1245 214306 8 s36zsfio.3 12.11 <br /> 55 <br /> 5. PROVIDE ACCESS RAMP INTO WMU FU-13AS DIRECTED BY OWNER. <br /> INCORPORATE CULVERT IN ACCESS RAMP,IF NECESSARY,TO ALLOW FOR - <br /> L tzw -�. 50&0--- � 7nAs6uaTPOINTS <br /> STORMWATER DRAINAGE TO POINT X3. n.rFu-POINT NO. NORTHING I EASTING ELEV <br /> 6. REMOVE EXISTING DOWNDRAINS AND DISPOSE OR SALVAGE,AS h 4$ ..� 10601 2143561.4 6362674.5 14.67 <br /> DIRECTED BY OWNER. <br /> 1 $ 40 0002 7 2143607.9 638674.2 34.03 Q <br /> APPROX. 10003 214383.6 6362674.3 34.95 <br /> ''t�� 4.5:1 35 // 10004 21437D1.6 6362674.7 4843 <br /> LEGEND <br /> 792 1 NCH <br /> 38- C 10005 z1a376o.e 6362674.8 68-.46 <br /> Aff30APPROXIMATE WMU FU-13 GEOMEMBRANE LINER r,�o � i?,,,. /• 25 10006 2143816.7 6362674.8- 68.37 A _ <br /> CONSTRUCTION LIMIT = f i •�.'• p _ _ _ DETAIL 10007 1 2143827.4 16362675.4 89.22 <br /> APPROXIMATE LIMIT OF WMU FU-13 15 <br /> CONSTRUCTION m ` 4 20012 2143187.1 6361678.8 74.36 <br /> •�r SHIT T <br /> e TOE OF TERMINATION BERM 11030 roe X12 _ _ 20023 2143201.8 63626772 13.51 <br /> ws � <br /> ®•®•.•. TOE OF SLOPE , fi ' X10 Z g 13 g 1 X14 20024 2143202.6 63626962 13.36 <br /> zoozs 21432o3.3 6362713.6 1321 <br /> APPROXIMATE TOE OF REFUSE OF FORMER <br /> AUSTIN ROAD LANDFILL(BASED ON 2001 1% IN ~' 2DD26 2143228.4 6362713.1 13.14 <br /> TOPOGRAPHIC MAP) oy B X11 'o I 20D27 2143247.2 6368-712.6 13.14 <br /> T 4 9 D z z I 20028 2143246.8 636268.2 13.20 <br /> ti 8-g. 1 to <br /> ' D TAIL z rn I 2000 2143246.7 6362677.3 13.53 <br /> X� p <br /> ses 1 s z � o. 20030 218-3268-.1 6368-8772 14.47 < 8-D <br /> 00 rn <br /> po ® rD T 4 <br /> 20031 21433420 6762679.1 16.28- 04 <br /> 04 <br /> 7 4 2DD32 2143369.1 6362677.7 15.79 (j Z w CI <br /> 55 <br /> O ' 20033 2143386.6 6%2677.1 15.74 Z w <br /> r? 20038 2143444.1 8382617.1 74.66 <br /> X9 ® GRA TO re <br /> RAIN 20035 2143483.6 6362677.0 13.92 <br /> qs N <br /> k9 Xfi • 6-I m 20436 214350Y.6 638676.9 13.46 v✓ <br /> 20037 2143503.0 836286.0 1325 <br /> 11 <br /> room 20038 21435034 6362695.0 13.26. W <br /> 20439 2143503.5 6362712.7 1320 W <br /> ,aooz30APP OX. 20040 214384.6 638712.8 12.97 <br /> p <br /> tow+,1 N 2p \ Q 0 20D41 2143546.9 6362712.8 13.08 <br /> 14 <br /> 1 Vlr <br /> t0s 15 Q 6 20D42 21 3 638876.8 13.53 Z <br /> L 20043 21 7 6362676. <br /> 435 0 13.89 w :5 • <br /> T6 ' + ° , 1%MIN X ' 1 3:1 I W GGG <br /> �- 21030 T7 7 638670.9 69.46 W I <br /> 13.0 - - - _ _ - - - 22031 214 0 6362661.9 70.58 Z <br /> 7 22038- 2143907.3 63626Q.6 71.01 a <br /> I i%MIN _� _� C -X4 Z <br /> W <br /> X 1m t +1133 SH 'D Q CONSTRUCTION CONTROL POINTS U) <br /> A <br /> 35 Naate A p ' POINT r40. NORTHING FASTING ELEV W <br /> _>m p %i 2143515.2 6362665.9 13.1 J Q y - <br /> ,•, GRADE TO S �' X3•-� �• I xz 8-1438-15.2 6362796.6 ns <br /> �X2 •0• DRAIN •- •®• /\, t X3 2143475.4 6383475.9 3.6 <br /> !10 _ _ _ <br /> 10 X4 7743510.4 6363365.9 5.3 <br /> X5 2143525.3 6363365.9 1 5.1 <br /> ts�i T <br /> L i X6 2143675.3 6363365.9 8.0 <br /> x7 214385.2 6362665.9 12.1 ®_ <br /> t'Sj t I I ACCESS RAMP X8 2143675.3 6362958.3 13.1 <br /> Fm I U-10 RADING (SEE NOTE 5) x9 2143575.3 6362952.3 121 M a/ <br /> FU-70 <br /> x10 2143825.2 6362953.5 9.2 � � o <br /> I 7�to X11 1143825.3 6363365.8 5.1 2 V. L <br /> 1 _ _ <br /> %12 2143891.5 8382904.7 10.3 � � Zcl <br /> zoort APPROXIMATE LOCATION x13 2143856.5 6363148.9 7.7 W <br /> 112 OF EXISTING ACCESS RAMP D <br /> X74 2743651.8- 6363365.8 1 64 Li '^ <br /> U' <br /> j. X15 2743870.4 6363475.8 62 <br /> �� toots <br /> cam <br /> w <br /> D 50 100 150 3s 26-31-M - <br /> Sheet�Lof�_ <br /> I"=NY Rsv <br />