Laserfiche WebLink
\�\ <br /> ACC <br /> ES ROAD <br /> 24-INCH CMP CULVERT <br /> l SIMETER(BYO ETYPICAL VERTICAL TI <br /> 08E L- � I I ' <br /> INV DIN <br /> \ ACCESS RAMP INV UP=-1.0 �� 1 r <br /> (SEE NOTE 8) (SEE NOTE 5) <br /> -� <br /> ltd rj l $ <br /> Wa ,o <br /> 1 ` �;.: �.... �"� `._..-y ► �o A ACCESS RAMP <br /> (1 <br /> 3 <br /> -0ITCH A'l W <br /> i�\i``\ "� - -i' •-► r a+ _ _ r. r '-a _ 11_ y� t(t t iI am' <br /> \ t : <br /> X18_/T l X14 X j / l X8 <br /> TPRO \ : x1 C' <br /> z ' �, tt_�� / 11 ETAIL <br /> U) 20' q 5,000 GALLON ABOVE <br /> 5"HDPE LCR <br /> S I lA�ROX 27 \ 1\ t Z - _----- f N P t y4 GROUND HDPE TANK <br /> INSPECTION \ i 1' lI iy ..__._ `^..- /. t r <br /> PIPE(SEE 2%MIN \\\ * 1 "-'.. * �-/ t t <br /> IN t EE N <br /> SECTION) `` � -` 1 t 1 �_ 2%MIN 2%MIN} t 2%MIN 2%MIN.- - 2%MIN--- --__% <br /> © \$ * Z \ O <br /> SHT4 � �.��.���� � Z - _� � -,`g {/\ ii (° •m <br /> , I , <br /> i I 1 <br /> !i <br /> _Iii a <br /> ..-.... `-�.--.,� �.... _.__ -- ' ...�•\'� i:I I � �._..-.._... �-�,..,` 1 _._-._. _-� 1 '�...._ _ t APPROX` �{t It� <br /> \ <br /> 2Ni <br /> ,00,6 20024 20014 <br /> / \ 20027_ ..- -' " ` SHT4 ♦moi 20 t ) !j i I tII F <br /> 1 <br /> 200938 _ 2DO31 20 200n <br /> 0016 loofa 1001, <br /> - iAPPR <br /> c-r� X15 __,rJ #i __ i zoar9 _ 200,_.... 9, -_,fit I ,1 x j I ci z Y <br /> $� X17 ---� -- - .,X13_. .._....._.._._._..-- .. __.. -._JCZ. _._.._...._ .... -.X7°1 I ? F-� aN0 <br /> _ _ _ <br /> LU <br /> __ <br /> - - <br /> ___ <br /> Y1` <br /> � � O I UL <br /> -30 <br /> i} 1 1140 <br /> ti' a <br /> r + _._ - - <br /> __ _- _ <br /> � �� + �I�f�p CTIO PF1� <br /> EC IO <br /> It <br /> ff4 \TI <br /> � ! W ao <br /> 0 Z� <br /> \�.,. t j� t ��a�%'/re'//-,'/'�'� "J"//"�_..._...,,� ,,.�� _._,w_�. � f� ' `�...✓'� i 17 (` ;� III ��! '((k s� ` I j I I( � � Y'� �' � � 3 $ <br /> W <br /> NOTES: <br /> 1. AS DESCRIBED IN THE SPECIFICATION(SECTION 02535),THE CONTRACTOR SHALL FU-13 AS-BUILT POINTS FU-14 AS-BUILT POINTS FU-14 AS-BUILT POINTS CONSTRUCTION CONTROL POINTS <br /> CONSTRUCT CROSSING POINTS OVER LEACHATE PIPES AT THE LOCATIONS WHERE POINTS NORTHING FASTING ELEV POINT# NORTHING EASTING ELEV POINT NORTHING FASTING ELEV POINT# NORTHING FASTING ELEV W ao <br /> THE CONTRACTOR'S TEMPORARY ROADS CROSS THE PIPES. <br /> 10090 2143506.3 6363410.1 5.87 20010 2142821.0 83833778 8.18 20030 2143298.1 63893789 7.58 X1 29427952 8983976.1 83 J 0 <br /> 2. CONTOURS SHOWN WITHIN THE EDGE OF GEOMEMBRANE LINED AREA REPRESENT THE 10011 2143544.3 8363378,1 627 20011 2142881.6 83833778 723 20031 2143342.0 6363378.8 8.28 X2 2142900.3 8383875.8 5.0 <br /> ELEVATION OF THE HDPE GEOMEMBRANE.CONTRACTOR SHALL MAKE NECESSARY <br /> ADJUSTMENTS TO ALLOW FOR THE THICKNESS OF COMPONENTS UNDERLYING THE 10012 2143544A 6383409.9 5.93 20012 2142904A 6363377.0 8.31 2DO32 2143300.1 6383376.7 8.62 X3 21428242 8389375.8 7.9 <br /> $ HDPE GEOMEMBRANE SUCH AS THE CLAY LINER. 10013 21435978 6383378.5 7.37 20013 2142804.1 8383986.3 8.29 20033 2143388.7 836337a.0 8.88 X4 21428282 8383885.9 4.0 <br /> 6 <br /> 3. THE TOPOGRAPHY SHOWN IS BASED ON A JULY 2016 TOPOGRAPHIC SURVEY.THE 10014 21436752 8363378.3 8.70 20014 1 2142903.9 6383419.5 828 20094 2143444.1 8383376.8 1 7.84 1 X5 21429252 6363378.0 5.0 <br /> TOPOGRAPHY HAS SINCE BEEN MODIFIED IN SOME PORTIONS OF THE WORKAREA.THE 10015 2143506A 6383409.9 6.12 20015 2142926.9 6389417.3 8.18 20035 2143483.8 8383378.8 8.82 XB 29429262 83838859 2.1 <br /> S CONTRACTOR SHALL SURVEY THE WORK AREA PRIOR TO CONSTRUCTION. <br /> 10018 2143MBA 8383378.3 SAO 20018 2142947.8 8383417.0 6.14 20036 2143508.3 8589975.6 8.98 X7 21430752 6363376.0 89 J <br /> d 4. THE CONTRACTOR SHALL PROTECT THE EXISTING WMU FU-13 AND FU-14 LINER SYSTEM 10017 29438443 8363409,9 6.19 20017 2142947.5 6383397.1 8.34 XB 21430752 6363559.8 6.0LL m <br /> THROUGHOUT WMU FU-17 CONSTRUCTION. IA <br /> 10018 21438443 6363377.5 630 20018 2142947.3 MM772 6.84 X9 21437252 6363378.0 5.0 <br /> 5. CONSTRUCT CULVERT USING 14 GAUGE GALVANIZED CMP WITH TAPERED END 10019 2143888.2 8383378.8 8.88 20019 2142988.1 8383378.7 731 X10 21432252 8383885.8 2., j d <br /> SECTIONS AND MINIMUM 18"SOIL COVER. O LL U. <br /> 10280 2143872.4 8383374.2 7.18 20020 21430582 9978 <br /> 838 .9 587 X91 2143375.9 83833769 B.9 � � _ <br /> 8. V-DITCH HAS MINIMUM DEPTH OF 2-FT WITH 2:1 SLOPES.CONSTRUCT TO GRADES10281 21439008 6383950.8 21.64 20021 2143109.8 6383378A 827 X12 21433762 8383859.8 6.0 <br /> SHOWN. Lu <br /> 10282 21439259 8363329.9 33.97 20022 2143161.1 6383978.8 7.32 X13 21435252 83833759 5.0 O 3 dcQ <br /> UL <br /> 7. CONTRACTOR SHALL PROVIDE A 5,000 GALLON ABOVE GROUND HDPE TANK AND 10M 2143939.9 8363318.3 34.87 20023 2143202.9 83633769 6.55 X14 29435252 6389655.7 2.1 V) <br /> INSTALL AT APPROXIMATE LOCATION SHOWN. 'A <br /> 10284 214388 5383279.7 48.01 20024 2149203.3 83899863 8.39 X16 2149876.4 8383375.7 8.0 v/ <br /> B. TIE IN TOP OF ACCESS RAMP TO TERMINATION BERM. 10255 21440942 8969991.9 x.88 20025 2143204.3 63834159 6.11 1 X18 2143675.4 6353559.7 8.0 <br /> 10270 21440978 8353141.7 88.89 20028 2143225.3 6389415.1 8.12 X17 21438253 8383375.8 5.0 <br /> LEGEND 20027 2143246.3 63634143 6.13 X18 2143825.4 6383865.7 2.1 <br /> APPROXIMATE WMU FU-17 GEOMEMBRANE 20028 2143246.1 8389395.8 538 x19 2149 4.1 6383375.8 88 s �e <br /> LINER CONSTRUCTION LIMIT 20028 2143245.9 8383378.9 8.51 X20 2144085.4 8383558.8 89 ` N.047M <br /> 0 50 100 150 E' i2-01-2417 <br /> a - m APPROXIMATE LIMIT OF WMU FU-17 <br /> CONSTRUCTION X21 2144072.1 8959875.8 79 <br /> SitBBt,�Of_� <br /> TOE OF TERMINATION BERM X22 2144008.0 8383005.8 8.8 i"=50 1 <br /> 1 1 RBV <br />