Laserfiche WebLink
i <br /> S7 4 - -- -INCPH DIAO <br /> 4O <br /> X23 ON PERFORATED <br /> ' - HDPE PIPE <br /> 4 BENCH SHT 7 - , (SEE NOTE 5) NOTES: <br /> �p <br /> 4 <br /> GN 1.AS DESCRIBED IN THE SPECIFICATION(SECTION 02535),THE CONTRACTOR SHALL <br /> MATCH LINE OCONTRACTOR'S CROSSING <br /> M POINTS <br /> THEESATTHE LOCATIONS WHERE <br /> THE <br /> ��'� 123 ',� x15 __ 4 (SEE SHEET 3) <br /> 2219 .X19 2.CONTOURS SHOWN WITHIN THE EDGE OF GEOMEMBRANE LINED <br /> AREA REPRESENT THE ELEVATION OF THE HDPE GEOMEMBRANE. <br /> CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS TO ALLOW c <br /> - FOR THE THICKNESS OF COMPONENTS UNDERLYING THE HDPE <br /> 18.7 <br /> 3122 - I I X16 X1 o, GEOMEMBRANE SUCH AS THE CLAY LINER. <br /> - - I .� <br /> 2218 1 t ., ,P t L X18 X20 I a> <br /> of3.THE ELEVATIONS SHOWN IN THE SUMP REPRESENT THE ELEVATION <br /> -t OF THE HDPE GEOMEMBRANE IN THE PRIMARY SUMP.THE MINIMUM a <br /> " � •I �-. -... ELEVATION OF THE HDPE GEOMEMBRANE IN THE PRIMARY SUMP SHALL Q <br /> ' 3121 __ I, .. <br /> NOT EXTEND BELOW ELEVATION 7-FT MSL. a� <br /> - " 18.2 <br /> --- 2217 <br /> 4.THE TOPOGRAPHY SHOWN IS BASED ON A FEB 2004 AERIAL SURVEY. 0 <br /> •- -" _ 1 m I - --1 THE TOPOGRAPHY HAS SINCE BEEN MODIFIED IN SOME PORTIONS OF <br /> 111?0 "" I I I 1 - THE WORK AREA.THE CONTRACTOR WILL SURVEY THE WORK AREA <br /> 17.8 PRIOR TO CONSTRUCTION. <br /> 2216 <br /> 5.CONTRACTOR SHALL ROUTE 3-INCH NON-PERFORATED HDPE PIPE TO BASE OF c <br /> 2%MINS 1 2%MIN 2%MIN I2%:MIN 2%MIN 1 2%MIN - - 2%MIN I 2%MIN- - _ WMU FU-04.ANCHOR 34NCH SOLID HDPE PIPE ON SLOPE USING SLOPE o <br /> 3119 --' �- -, I '�=-- ,, '�- - <br /> .STAKES AT APPROXIMATELY 25-FOOT CENTERS AND PROVIDE NECESSARY .N <br /> 17.3 -, ^ PIPE SUPPORTS,FITTINGS,AND VALVES TO ROUTE PIPE TO BASE OF <br /> 2215 y <br /> WMU FU-04 AS DIRECTED BY OWNER. 0_ <br /> 3118 �, 6.THE CONTRACTOR SHALL PROTECT THE EXISTING WMU FU-03 LINER SYSTEM <br /> 16.8 I I I 1 I THROUGHOUT WMU FU-04 CONSTRUCTION. Q <br /> Iz <br /> 3117.1 .I <br /> , U <br /> 16.4 <br /> , to <br /> 1 <br /> 213 I r: C N <br /> CONSTRUCTION CONTROL POINTS EXISTING WMU AS-BUILT POINTS TOP OF CLAY <br /> 7 SHT 5 POINTNO. NORTHING EASTING JELEV POINT NO NORTHING I FASTING ELEV <br /> 3116 Xi 7065.0 2520.0 35.0 3110 7347.0 2519.6 13.5 <Q 00 <br /> 15.9 I SHT 5 1 I I I X2 7065.0 3320.0 35.0 3111 7393.2 2520.0 13.9 0 to 0) <br /> 2212 X3 7122.0 2670.0 7.5 3112 7439.8 2519.6 14.4 cli 't <br /> I I I .I X4 7122.0 2770.0 7.5u7 1 <br /> 3113 7487.3 2519.7 14.9 Z U - <br /> 3114 I I B � B 1 I X6 7182.0 2770.0 8.1 X5 7182.0 2670.0 8.13114 7533.2 2520.1 15.4 Z j Q 00 <br /> 15.4 1 s I 3116 7579.3 2520.0 15.9 O U <br /> 2211 I SHT5 •I SHT5 ' X7 7122.0 3070.0 7.5 3117 7626.8 2520.4 16.4 Q <br /> rM*�r X8 7122.0 3170.0 7.5 3118 7672.6 2520.4 16.8 ¢ =Q O <br /> _ , X9 7182.0 3070.0 8.1 3119 7719.6 2521.1 17.3 F u <br /> -- 1 X10 7182.0 3170.0 8.1 O O H <br /> UJ <br /> S®y g I - I 's I I I I X11 7222.0 2620.0 10.0 3120 7767.3 2520.9 17.8 w N z <br /> 2210 - I _ - I > I I I X12 7222.0 2820.0 10.0 3121 7814.7 2520.9 18.2 Q c <br /> 3122 7863.8 2520.9 18.7 g O <br /> I X13 7222.0 3020.0 10.0 1T .9- <br /> X14 <br /> X14 7222.0 3220.0 10.0 3123 7913.6 2520.7 19.11 rn Q- <br /> 3112 <br /> 3112 1 I I ,' I `I ( X15 7943.9 2620.0 17.2 3209 7114.8 2521.2 11.4 <br /> 14.4 I 3211 7161.4 2520.8 11.8 _ <br /> 2209 - I. I I { X16 7898.8 2820.0 16.8 3212 7207.3 2519.1 12.1 <br /> X17 7895.5 3020.0 16.7 I <br /> X18 7883.2 3220.0 16.6 3213 7255.0 2519.7 12.6 o <br /> 3111' a X19 7928.6 2525.0 20.0 3214 7302.4 2519.5 13.1 a ® y <br /> 13.9 „ i - - ^ D _-.1 - _ - X20 7895A 3320.0 19.7 <br /> 2208 I " { " I I S T 5 X21 7959.7 2520.0 34.7 s $ l` m <br /> X22 7925.5 3320.0 34.7 <br /> X23 7975.7 2520.0 35.0 c a d <br /> 135 M { - I X24 7940.5 3320.0 35.0 a v <br /> 2207 I - i 1 , X25 7122.0 2720.0 7.0 1 s o a <br /> I - "' 1 I I X26 7122.0 3120.0 7.0 wr; Q <br /> 3214 ( - I EXISTING30 <br /> WMU FU-03 13.1 x ACCESS ROAD <br /> APPROXIMATE 2206 <br /> � v <br /> LINER LIMIT I 1 I I O U <br /> (NOTE 6) <br /> 32 21 <br /> 13 <br /> 26 <br /> 2205} <br /> X11 X12 1 I X13 X14 I EDGE OF WMU FU-04 <br /> GEOMEMBRANE LINER Q <br /> _- <br /> 3212 -j <br /> -1 <br /> 12.1 - /) _ \ \� 0_ O_ <br /> y �� w <br /> zza4 �� { _ z cl) <br /> 71 z <br /> 4 P OUS - \ , LEGEND LL'i O <br /> 32u ]� X6 - r� CB _.`�' _. X9 P�.. 10 <br /> 11 e P S CTION CUP _. POROUS .. _.4 _ _. _. - WMU FU-04 GEOMEMBRANE z ~ <br /> 2203 SIMETERS -� SUCTION C - I , LINER CONSTRUCTION LIMIT J O <br /> Q N C9 <br /> X7�% 1% X8 LYSIMETERS - I Z <br /> ------- LIMITOFWMUFU-04 D- <br /> X3 SHT 5 - - 1..._ CONSTRUCTION 0 O O <br /> 3k9 ,: _. < O <br /> .. 2202 SC.. __. .. ... 0_O <br /> d- <br /> _ Z - O <br /> I Z <br /> a <br /> rX25c <br /> o- <br /> w <br /> - - F <br /> - _. __.. SHT6- N O <br /> SHT7 - - - . - .__.. <br /> Rev <br /> _. .._ � t� E SJi <br /> 2631 <br /> SHT6 SHT5 SHT8 r SHT8 SHT8 <br /> rm.231- <br /> 0 50 700 150 e.a_ 1z-sl-os z <br /> Awa>r Sheet 4 of <br /> 1,-50• �9 f$Cpy1FV'T Rev <br />