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0 1 11MMS <br />l REV. NO. I DATE <br />Point Table <br />Point <br />Elevation <br />Northing <br />Easting <br />Description <br />1 <br />216.00 <br />2197301.68 <br />6437452.58 <br />BOTTOM OF POND <br />2 <br />215.33 <br />2197301.99 <br />6437030.64 <br />BOTTOM OF POND <br />3 <br />226.78 <br />2197310.28 <br />6436559.04 <br />BOTTOM OF POND <br />4 <br />226.78 <br />2197331.11 <br />6436559.04 <br />BOTTOM OF POND <br />5 <br />215.33 <br />2197330.58 <br />6437029.53 <br />BOTTOM OF POND <br />6 <br />225.00 <br />2197284.43 <br />6436966.09 <br />TOP OF BERM <br />7 <br />225.24 <br />2197272.43 <br />6436965.76 <br />TOP OF BERM <br />8 <br />225.24 <br />2197270.66 <br />6437030.21 <br />TOP OF BERM <br />9 <br />225.00 <br />2197282.65 <br />6437030.54 <br />TOP OF BERM <br />10 <br />225.24 <br />2197275.36 <br />6437537.52 <br />TOP OF BERM <br />11 <br />225.00 <br />2197287.25 <br />6437525.53 <br />TOP OF BERM <br />12 <br />225.00 <br />2197353.64 <br />6437525.61 <br />TOP OF BERM <br />13 <br />225.00 <br />2197353.63 <br />6437537.61 <br />TOP OF BERM <br />14 <br />211.34 <br />2197521.68 <br />6436432.27 <br />LCRS TERMINATION <br />15 <br />217.70 <br />2197342.30 <br />6437452.58 <br />BOTTOM OF POND <br />16 <br />226.33 <br />2197373.12 <br />6437472.72 <br />HINGE LINE <br />17 <br />224.29 <br />2197373.02 <br />6437487.72 <br />HINGE LINE <br />18 <br />224.11 <br />2197372.92 <br />6437507.72 <br />HINGE UNE <br />19 <br />226.06 <br />2197373.49 <br />6437522.72 <br />HINGE UNE <br />20 <br />225.77 <br />2197401.12 <br />6437472.92 <br />HINGE UNE <br />21 <br />224.43 <br />2197401.01 <br />6437487.92 <br />HINGE UNE <br />22 <br />224.25 <br />2197400.92 <br />6437507.88 <br />HINGE LINE <br />23 <br />225.50 <br />2197401.58 <br />6437522.93 <br />HINGE LINE <br />24 <br />225.45 <br />2197407.56 <br />6437522.48 <br />HINGE LINE <br />25 <br />225.77 <br />2197407.12 <br />6437472.97 <br />HINGE LINE <br />26 <br />224.77 <br />2197403.12 <br />6437472.94 <br />FLOW UNE <br />27 <br />224.77 <br />2197405.12 <br />6437472.95 <br />FLOWLINE <br />28 <br />224.51 <br />2197404.99 <br />6437487.95 <br />FLOWLINE <br />29 <br />224.47 <br />2197403.01 <br />6437487.93 <br />FLOWLINE <br />30 <br />224.29 <br />2197404.92 <br />6437507.87 <br />FLOWLINE <br />31 <br />224.28 <br />2197403.02 <br />6437507.89 <br />FLOWLINE <br />32 <br />224.45 <br />2197405.57 <br />6437522.63 <br />FLOWLINE <br />33 <br />224.45 <br />2197403.67 <br />6437522.77 <br />FLOWLINE <br />34 <br />240.85 <br />2197411.82 <br />6436554.26 <br />FLOWLINE <br />35 <br />240.85 <br />2197409.82 <br />6436554.25 <br />FLOWLINE <br />36 <br />241.15 <br />2197412.07 <br />6436519.15 <br />FLOWLINE <br />37 <br />240.70 <br />2197411.93 <br />6436539.15 <br />FLOWLINE <br />38 <br />241.13 <br />2197410.07 <br />6436519.14 <br />FLOWLINE <br />39 <br />240.70 <br />2197409.93 <br />6436539.14 <br />FLOWLINE <br />40 <br />241.73 <br />2197412.18 <br />6436504.15 <br />FLOWLINE <br />41 <br />241.73 <br />2197410.18 <br />6436504.14 <br />FLOWLINE <br />42 <br />242.73 <br />2197414.18 <br />6436504.17 <br />HINGE UNE <br />43 <br />242.73 <br />2197408.18 <br />6436504.12 <br />HINGE UNE <br />44 <br />241.85 <br />2197407.82 <br />6436554.24 <br />HINGE UNE <br />45 <br />241.85 <br />2197413.82 <br />6436554.28 <br />HINGE LINE <br />46 <br />242.41 <br />2197379.82 <br />6436553.88 <br />HINGE LINE <br />47 <br />240.40 <br />2197379.93 <br />6436538.88 <br />HINGE LINE <br />48 <br />240.83 <br />2197380.10 <br />6436518.89 <br />HINGE UNE <br />49 <br />243.29 <br />2197380.18 <br />6436503.78 <br />HINGE LINE <br />50 <br />241.11 <br />1 2197408.07 <br />1 6436519.12 <br />HINGE UNE <br />Point Table <br />Point # <br />Elevation <br />Northing <br />Easting <br />Description <br />51 <br />240.68 <br />2197407.90 <br />6436539.12 <br />HINGE LINE <br />52 <br />212.33 <br />2197570.83 <br />6436429.48 <br />LCRS PIPE TERMINATION <br />53 <br />210.83 <br />2197645.71 <br />6436425.24 <br />LCRS PIPE TERMINATION <br />54 <br />212.33 <br />2197720.59 <br />6436421.00 <br />LCRS PIPE TERMINATION <br />55 <br />210.82 <br />2197795.47 <br />6436416.76 <br />LCRS PIPE TERMINATION <br />56 <br />212.32 <br />2197870.35 <br />6436412.51 <br />LCRS PIPE TERMINATION <br />57 <br />210.82 <br />2197945.23 <br />6436408.27 <br />LCRS PIPE TERMINATION <br />58 <br />212.32 <br />2198020.12 <br />6436404.10 <br />LCRS PIPE TERMINATION <br />59 <br />198.21 <br />2198088.80 <br />6437646.59 <br />LCRS PIPE TERMINATION <br />60 <br />199.93 <br />2198092.97 <br />6437641.36 <br />HINGE LINE <br />61 <br />199.83 <br />2198093.76 <br />6437651.84 <br />HINGE LINE <br />62 <br />198.49 <br />2198017.72 <br />6437640.76 <br />HINGE LINE <br />63 <br />200.13 <br />2197941.80 <br />6437631.37 <br />HINGE LINE <br />64 <br />198.69 <br />2197866.58 <br />6437631.32 <br />HINGE LINE <br />65 <br />200.33 <br />2197790.66 <br />6437621.94 <br />HINGE LINE <br />66 <br />199.55 <br />2197750.34 <br />6437621.91 <br />HINGE LINE <br />67 <br />199.37 <br />2197746.94 <br />6437576.34 <br />HINGE LINE <br />68 <br />200.05 <br />2197676.94 <br />6437575.63 <br />HINGE UNE <br />69 <br />199.62 <br />2197680.27 <br />6437620.31 <br />HINGE LINE <br />70 <br />200.48 <br />2197639.80 <br />6437616.19 <br />HINGE LINE <br />71 <br />198.97 <br />2197565.12 <br />6437623.28 <br />HINGE LINE <br />72 <br />201.58 <br />2197486.90 <br />6437503.55 <br />HINGE LINE <br />73 <br />198.00 <br />2197568.12 <br />6437620.94 <br />HINGE LINE <br />74 <br />195.11 <br />2197630.21 <br />6437631.92 <br />HINGE LINE <br />75 <br />195.30 <br />2197678.66 <br />6437633.18 <br />HINGE LINE <br />76 <br />195.37 <br />2197693.29 <br />6437633.52 <br />HINGE UNE <br />77 <br />196.05 <br />2197689.88 <br />6437587.76 <br />HINGE LINE <br />78 <br />199.33 <br />2197711.94 <br />6437575.98 <br />HINGE LINE <br />79 <br />195.33 <br />2197711.82 <br />6437587.98 <br />HINGE UNE <br />80 <br />196.00 <br />2197735.78 <br />6437588.22 <br />HINGE LINE <br />81 <br />195.32 <br />2197739.20 <br />6437633.98 <br />HINGE LINE <br />82 <br />225.45 <br />2197416.54 <br />6437521.81 <br />LINER LIMIT <br />83 <br />225.77 <br />2197416.12 <br />6437473.03 <br />LINER LIMIT <br />84 <br />241.85 <br />2197422.82 <br />6436554.34 <br />HINGE LINE <br />85 <br />242.73 <br />2197423.18 <br />6436504.23 <br />HINGE LINE <br />86 <br />212.03 <br />2197555.91 <br />6436430.33 <br />HINGE LINE <br />87 <br />206.40 <br />2197762.75 <br />6436373.54 <br />FLOWLINE <br />88 <br />206.80 <br />2197802.50 <br />6436371.28 <br />FLOWLINE <br />89 <br />206.78 <br />2197798.93 <br />6436361.44 <br />HINGE LINE <br />90 <br />206.77 <br />2197800.06 <br />6436381.40 <br />HINGE LINE <br />91 <br />206.43 <br />2197765.30 <br />6436383.43 <br />HINGE LINE <br />92 <br />206.42 <br />2197764.18 <br />6436363.44 <br />HINGE LINE <br />93 <br />207.81 <br />2197904.43 <br />6436365.58 <br />FLOWLINE <br />94 <br />209.28 <br />2198017.19 <br />6436360.13 <br />FLOWLINE <br />95 <br />210.74 <br />2198017.87 <br />6436364.44 <br />HINGE LINE <br />96 <br />211.15 <br />2197878.66 <br />6436376.41 <br />HINGE LINE <br />97 <br />211.55 <br />2197838.28 <br />6436378.86 <br />HINGE UNE <br />98 <br />216.37 <br />2197906.54 <br />6436315.07 <br />HINGE LINE <br />99 <br />214.54 <br />2197922.25 <br />6436347.16 <br />HINGE LINE <br />100 <br />208.71 <br />2197532.31 <br />6436386.59 <br />HINGE LINE <br />MUM FOR CONSTRUCTION SAH SAH JVR JVR <br />-- DATE OF ISSUE: 11/13/2018_ �E%/4 e/ <br />V. R C <br />DESIGNED BY: SAH ~ S <br />DRAWN BY:- SAH <br />CHECKED BY: JVR * E XP. . r <br />APPROVED BY� 1 V 1 � <br />: _ JVR lF <br />DESCRIPTION DRAWN BY DESIGNED BY CHECKED BY APPROVED BY <br />This drawing has not been published but rather has been prepared by Geo -Logic Associates, Inc. for use by the client named in the title block, solely in respect of the construction operation, <br />and maintenance of the facility named in the title block. Geo -Logic Associates, Inc. shall not be liable for the use of this drawing on any other facility or for any other purpose. <br />Point Table <br />Point # <br />Elevation <br />Northing <br />Easting <br />Description <br />101 <br />210.82 <br />2197568.67 <br />6436391.98 <br />HINGE LINE <br />102 <br />206.97 <br />2197819.66 <br />6436370.31 <br />FLOWLINE <br />103 <br />200.96 <br />2198085.23 <br />6437538.52 <br />HINGE LINE <br />104 <br />210.66 <br />2198130.14 <br />6437535.60 <br />LINER LIMIT <br />105 <br />210.96 <br />2198115.17 <br />6437536.57 <br />HINGE LINE <br />106 <br />233.91 <br />2198149.60 <br />6437765.21 <br />HINGE LINE <br />107 <br />233.88 <br />2198149.35 <br />6437771.20 <br />HINGE LINE <br />108 <br />232.00 <br />2198147.28 <br />6437766.78 <br />FLOWLINE <br />109 <br />232.00 <br />2198147.16 <br />6437769.54 <br />FLOWLINE <br />110 <br />228.26 <br />2197635.72 <br />6437745.49 <br />FLOWLINE <br />111 <br />228.26 <br />2197635.64 <br />6437747.49 <br />FLOWLINE <br />112 <br />229.26 <br />2197635.55 <br />6437749.49 <br />HINGE LINE <br />113 <br />229.26 <br />2197635.81 <br />6437743.49 <br />HINGE LINE <br />114 <br />229.26 <br />2197636.19 <br />6437734.50 <br />LINER LIMIT <br />115 <br />222.02 <br />2198065.04 <br />6436401.48 <br />LINER LIMIT <br />116 <br />233.91 <br />2198147.42 <br />6437756.10 <br />LINER LIMIT <br />117 <br />233.91 <br />2198146.35 <br />6437750.91 <br />LINER LIMIT <br />118 <br />243.88 <br />2197423.66 <br />6436438.38 <br />LINER LIMIT <br />120 <br />242.89 <br />2197412.66 <br />6436437.74 <br />FLOWLINE <br />121 <br />242.89 <br />2197410.66 <br />6436437.73 <br />FLOWLINE <br />122 <br />243.89 <br />2197408.66 <br />6436437.71 <br />HINGE LINE <br />123 <br />243.89 <br />2197414.66 <br />6436437.76 <br />HINGE UNE <br />Gear -Logic <br />ASS0CIATESV <br />143E Spring Hill Dr, !Grass Valley, California 95945 <br />geo-logic.corn 1530.272.2448 <br />MODULE 2B <br />FOOTHILL SANITARY LANDFILL <br />NOTES: <br />1. DKXTAL AUTOCAD FR" NAIL BE AVAILABLE TO CONTRACTOR PRIOR TO <br />CONS RUCTION UPON REOLIEST. <br />CONSTRUCTION <br />COORDINATES <br />[ I:T=i PXDi] <br />C06 <br />AU17.1254 <br />rbultu run L.Jna I rcuc. I nm <br />