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FINAL DESIGN DRAWINGS
<br />105 +50 111+00 JULY, 2006
<br />CONSTRUCTION
<br />LEGEND 4852 4852
<br />EXISTING SLOPE CSL
<br />— PROPOSED GRADING CSL 101+50 46
<br />1846 48 ,8� 48" 114 +50
<br />107 +00 4840 4640 4832 / 4°
<br />BEDROCK
<br />- TABLE CARMA 1840 A 4844 / 4844 4836 X36 109 +50
<br />WATER TA 4836 4836 1628 1{28
<br />-BLE C j 4840
<br />PROPOSED PLATFORM
<br />100 +00 .
<br />I
<br />.
<br />.� 4840 4640 108 +00 4648 4"8 �, - - 116 +50
<br />98 +61.95 `� � '836 830- X32 � -� 4M 4M 644 � 40-3,4 4832 � =�' 4832 4624 �� � 482. 4M , e32
<br />104 +00 4
<br />97+50 46
<br />4x32 16 4
<br />48+0 4640 4644 44 � 832 26 � 4026 � 4626 4626 4620 ' 4620
<br />4644 4644 4632 4632 : - 4632 4&12 1640 , 46,0 112 +50 � 4626 , 4626
<br />4836 4836 4840 4840 4828 4828 1 03 +�� 4836 j 4836 r r 4821 1824 4824 i 4924 4816 �� l 4816 -
<br />96 +11.45 48 '° 48 4632 4832 ,636 4636 4624 ! 4621 4632 4832 1628 462e 4620 4620 •626 4626 4636 4636 4620 / j 4632 Ia,2 4612 40-21 ; 4624
<br />4620 46x2
<br />4838 4836 4838 % 4836 4824 4824 4824 4824 4832 4832 s a 4820 4820
<br />4840 4840 4832 1832 4828 4828 4832 4832 4820
<br />!� 4620 4632 4832 4828 - 4828 4820 4820 4816 4816 4820 4820 4828 4828 4816 4816 4828 4828 4808 g 4808 4816
<br />' 1 4818
<br />ii �
<br />/
<br />95 +37 .65 1866 46 X24 �i 4824 4828 4828 4816 4816 4824 4824 4812 4812 _ 4812 4812 4824 4824 -40-20 0 20 40
<br />4�a / 4626 _- 411n 4828 4816 4816 4816 4816 4824 4824 4812 4812
<br />/1
<br />4632 1632 - 4620 � ! 4820 4824 4624 4812 i 4612 ,j - � 4e20 , 4620 408 4606 � 48M n 4606 +azo � 4620
<br />j r 4824 4824 ' 4812 4812 QQ 4812 4812 4820 4820 ` to 4808 4808
<br />4838 4836 4828 j 4828 4824 1824 4816 ` 4816 4820 4820 4808 1 ' f $ 4808 4818 ! 4816 4804 R n 4804 4804 4804 4816 4816 48-200 20 40
<br />4832 4832 4820 4820 ° a 4820 4 4808 n 4808 4808 c 4808 4816 4816 40 20 020 40
<br />820
<br />4824 4824 4812 4812 4816 4816 4804 4804 4812 4812 h 4800 4800 4812 4812
<br />.626 4826 46,6 4816 0 48,6 4816 4604 1 9 ,604 0 48" � � 4804 4812 4812 " � 114 +00
<br />i i 4820 4620 4606 4606 48,2 4832 4832 48
<br />4824 4828 4828 4832 4 4824 48 40 4 20 40
<br />4
<br />, 4812 4606 4806
<br />4824 1824 4812 4812 QQ 4812 4812 11 ` t0-` 40-20 0 ZO 40 4800 4800 1808 4808 " a
<br />4816 4816 1 4804 4804 4808 `q 4808 4804 4804 40-20 0 2040
<br />'R Cl n 4804 4804 4832 1632
<br />4620 4800- 40-20 0 2040 4020 0 2010 46oe 460 460 r -- 116 +00
<br />48,2 4812 4604 48" n $ 40-20 2040 110 +50 4626 - 4M 4616 1616 , °� $ 4604 9 4604 40-20 0 2040 4604 4804 40-20 2040' _ -� 4832 4832
<br />4 ' 1808 40-200 20 '° 101 +00 40-20 0 20 40 106 +50 4644 �' 4644 4624 1624
<br />4612 1612 4826 4826
<br />__ � -�
<br />40.20 0 20 40 105 +00 � ;
<br />4606 $ 4806 48" 48.4 ,836 , ! 4936 107 +93.24 46,0 j - 4640 ° / 4620 4Su / t -- 4824
<br />j ,4 4804 40 20 o 460 98 +50 48.40 / 4840 103 +50 4844 4W 4832 i 4832 _ 46 6 449M 112 +00 48 12 4612 4820 4820
<br />zo 40 97 +00 1636 + 4640 4640 4840 j 4640 1626 ' l 4626 4832 632 632 4640 j = 640 4616 4808 41111118 �
<br />48.0 , 1840 99 +50 4636 j 1 0 + 1
<br />16,6
<br />4836 j 4838 4840 i +840 4632 4� 102 46 j 406 / 4624 4824 4640 j 46,0 48" .828 4828 4836 4812 , � � 4812
<br />96 +00 4840 / 484,0 j 4836 4836 4632 4832 4820- � 4820-
<br />4840 4840 4832 4832 4836 4838 832 „ 36 l� 32 j 08 36 l 4836 / 4832 4826 -' '" - i 40-26 4624 4624 j 4820 4820 4836 46 40-20 0 20 40 4808
<br />95 +00 4 � / � '48M 48 / 4632 ,628 48n 4832 j ' 4832 482. � .624 48n j 48n 4828 , � , 4626 � - - - � 18,6 .6,6 : 4632 �; 1832 4820 1620 4828 .626
<br />4824 4824 4828 4828 4820 4820 4824 -- 4824 4824 ter- 4824 4824 1820
<br />4820 4&36 4832 .832 ,832 4
<br />� � 4624 48,2 46,2 48n 48n 1816 4816 48244 � .. ,46244
<br />4636 4828 4828 4820 1820 4816 4816
<br />111 r , i
<br />4832 � = 4632 4826 4820- i 4820 % +6zo 4824 '' � 46,6 � ) .8,6 4620 �� - ,820 ,� 4� 4624 � ,' 4624 48,2 48,2 +620 ;' � X20 113 +50
<br />4824 4824 4820 4820 4816 4816 4812 4812
<br />4628 4626 4824 .824 48,6 ' 4816 4820 4820 4812 4812 4816 4816 48" 4804 4820 4820 4808 4808 4816 i` 4816 4832 / 115 +50
<br />- 4820 4820 1816 / 808 4818 4812 1812 `u ` 4808 1 �! to 1
<br />4824 4624 4820 4820
<br />4812 4812 4818 4816 4808 $ 4808 4812 4812 4800 4800 4816 4816 4804 4804 4812 4812 4828 / 4i828
<br />4816 4816 ` 4812 4812 4808 4808 40-20 020 40 4804 " 4804 l 1828 4828
<br />4820 4820 4816 4816 4808 °1 g 4808 4812 4812 4804 4804 � 4808 1808 A 4812 4812 40-20 020 40 4808 ^ � 1808 1824 ( 4824
<br />i 1M / ,108
<br />i 4812 4812 40-200 2040 � 4804 � � 4804 4600 4800
<br />4816 4818 1812 1812 4804 4804 4808 I H $ 4808 $ 4804 4804 40-200 20 40 4824 4821
<br />4808 4808 4804 4804 4820 4820
<br />4816 4816
<br />4808 �.$ 4808 40-20 0 20 40 4804 1804 4804 4604 40-20 020 40 ' to 40-200 20 40 4820 ? 1820
<br />Y 40-20 0 20 40 4804 48
<br />"a 04
<br />1812 ' 4812 1808 b� 4808 t
<br />40 20 40 40-20 2040 106 +00 40-20 0 20 40 4616 j 4616
<br />48" 4804 R $ 4608 40-20 0 20 40 40-20 0 20 40
<br />48,6 48,8 110 +00 0 4812 �� � 1812 4M 4M
<br />18°4 40 20 020,0 4804 100 +50 4828 4826 4828 4832 4
<br />4840 4
<br />4 107 +50 4646 ,�_ .848 1606 ; 4608
<br />4W ' 4 W 104 +50 X14 ' � 4844 4W i 49" 111 +50 40-200 20 40 40-20 0 20 Io
<br />i j
<br />103 +26.96
<br />8..4 '�' 99 +00 °8'` / '8'4 102 +00 48,0 ;! 4840 ,8.0 1840 j 4844 r— 46,4
<br />95 +50 96 +50 t - 4840 840 840 j j 108 +50 4 ' 840 i -r D
<br />4640 $ 4840 4640 4640 4640 4840 4840 4640 4636 4636 4836 4636 4840 j , 4840 RFCFr \e P
<br />4640 1640 j 4636 / 4836 4836 / 4636 � 4836 4636 4836 4636 � ' NOV ?_ 0 22007 r
<br />4836 4836 4836 438 4836 �� � 4838 4836 I 4836 4832 4832 4832 / . 1 4832 j 4836 f 4836 Division of , nnalion,
<br />94 +50 48;18 / 40-38 4836 4838 4832 4832 4832 4832 Mini
<br />>, ;; f� 4832 � 4832 4632 4832 / � 113 +00
<br />4832 4632 , 4832 4632 4832 4832 4832 4832 4832 4832 4826 �, i i 4832 115 +00
<br />4832 4432 4828
<br />48n 48n 18 48n 4828 48
<br />4832 4832 4828 4828 4828 4826 4828 1828 1828 r 918 4824 4824 4824 � 4824 / 28
<br />4828 4828 48
<br />= 4828 / 1828 / _ .._ 28 j
<br />4448 4428 4826 - - 4828 4828 4M 4824 4824 4824 I . 4824 4824 / . . �� 4824 4824 1821 4844 �y 4824 4824 r 4824 4820 4820 4820 �� 4824 ' 4824 4824 4824 1824 -- 1824 1824 - 4824 4828
<br />1 i
<br />� I`
<br />4824 4824 4824 /
<br />4824 4624 4620 1820 4820 4620 4620 i 4820 1820 4820 4824
<br />i
<br />4820 4820 `� �'� 4820 4820 4820 4820 4820 4820 4820 4820 1820 4818 4818 4816 4818 4820 4820 4
<br />�� 8"!0 j !I 4820 � 4820 � � � I 4816 r 1818 4816 4816 1816 1818 4816 � 4816 � 1820
<br />1820 4820
<br />- ' 4816 4816 4816 4815 4816 4816 4816
<br />4816 4816 4816 4812 4812 4812 4812 4816 4816 4816 4816
<br />t -
<br />4816 1818 4816 4816 4812 4812 4812 4812 4812 4812 4812 4812 4816
<br />4812 4812 4812 ` 4812 4812 i `4812 4812 ( 4812 4812 � � 4812 � ,� 4808 1808 4808 4808 4812 4812 4812 1812
<br />K 4812
<br />4812 4812 4812 1812 4808 4808 4808 1
<br />( 808 4808 4
<br />a In
<br />4808 48
<br />" 08 4808 4808 4808 4808
<br />►- $ 4806 $ 4606 $ 4808 ° 8 4606 4800 1 " $ 4606 4606 /_ CIA 4606 4606 " $ 4806 a h 4804 n H 4804 4804 $ 460 a m $
<br />0-o m a a ri a n ri ri n a a
<br />to 1 4808 4808 480 ` 4804 4808 _ - 4808 .� ` 480 9 9 4804 18 4804 ` 4804 ` 4804 4804 ` 4804 4808
<br />4804 4804 4904 4804 4804 4804 4804 1804 1800 4800 4800 4800 4804 4804 4804 4804
<br />40-200 2040 40-200 2040 40-20 0 20 40 40-20 0 20 40 40-20 0 20140 40-20 0 20 40 40-200 2040 40-200 2040 40-200 2040 40-200 2040 40-200 2040 40-200 2040 40-200 2040 40-200 2040 40-200 2040
<br />4828
<br />1824
<br />4820
<br />4616
<br />DESCRIP OF RE VISION BY DATE NOTES: PREPARED FOR BAYSHORE POND SOIL - BENTONITE CUTOFF WALL DESIGN
<br />Permit # 1982 -015 Confidential? N
<br />WATER PLATFORM CROSS SECTION 94 +50 - 116 +50
<br />Class General Documents Type ct CLIENT: PROJECT: BAYSHORE PONDS
<br />Doc Date (if no date stamp) _ 11-20-2007 1 -20 -2007
<br />MV# Inspection Date MANAGEMENT GEO -CON DEVELOPMENT
<br />Doc Name Soil- Bentonite Cutoff Wall Design Sheet 3E of 12 0 50 100 0 5 10 JOB: FILE: DRAWN: CHECKED:
<br />From DRMS /Other Carma Bayshore. LLC. � CONSULTANTS 2676 SHEET3E.DM PGQ DP
<br />To DRMS /Other DRMS
<br />Recipients Scale i Feet Scale i Feet u 4 C-�PO_COfI
<br />Horiz ntal Verti cal e....� u . Denvw. CO DATE: ,JULY 2006 PAN SHEET 3E OF 12
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