Laserfiche WebLink
1 / 482 <br />481 p510 V I �'0 <br />OD <br />1/ <br />` / " C <br />/ ', C ,�'h � � I I PROPOSED STO / PT 4 2 <br />a �1 ROPOSED STORM No I m SEWER PIPE / I x <br />PT— SEWER PIP <br />SEE ° I N / <br />" p `P SUNSET LAKE <br />00 is ° i , ti o NO <br />t I ' 4810 a t E NEW SOIL - ENTON �x B' <br />v CUTOFF W / 0 (SEE SHEET 9 <br />It I lo <br />Coo , x <br />• 1 WL 4817.1 ° r <br />� w � <br />I WATER LINE 2� j � V•� � a��5 A$^ <br />TO BE SLFFYFD <br />9110 ^ 04 v II •9A I O �nw.a..c o ��O �� q / i \�\\ \; `. 4870 I 0.v �`� -•.__ k °O // c� 4820 <br />°� CID IT <br />° <br />co <br />f I I 0 I y � ° UTILITY LINE ry /\ \�- 4815 k,-- <br />-- - - -- - - ~- - - - - -- - {gyp - -- " C Aa 20 <br />TO BE SLEEVED 0`p / / I ��\ � `r -� ." -� <br />1 - -- <br />I APROXIMATE ' �', �� <br />i I p LIMIT OF GRADING p � \ t J 4810 q,9 - - } - -- - - 5 <br />1 _ y - - - - - -- 1 <br />4810 p 21+ �\ -- - - - -- n 5 <br />7 20 � <br />48 5 <br />o e 4815 4810 0 A$ / ! }9 4825 0 <br />lJ 25 1 7 482 <br />t <br />4820. 48 / ; � y -/ J <br />O <br />II ,I <br />OD <br />Ln <br />ur <br />487 <br />BEGIN/END SOIL - <br />' BENTONI NTONITE 4815 <br />I I 815 CUTOFF WALL 4820 <br />i 0 4825 r �y INE 3x <br />7483 <br />CT <br />j 1 <br />r ± 0 .74 <br />I ' <br />1 <br />T 1 <br />�., 5._ 4825 <br />P. F <br />d . <br />0 / r <br />a � 482 - 25 7 A825 / / a LEGEND: RIP -RAP PRIMARY pF r� <br />I N / / C FI\/ SPILLWAY BY OTHERS R ED <br />o .5 _� \ w PT 1 PACKER TESTS (1NMC, JUNE 2006) <br />NOTES <br />9 +00 /^ /mow _ : NOV 2 O 2007 <br />b +00 �1�0� X12 +00 1 } C -PS -1 BORINGS (CARMA, MAY 2006) Division of r.adamation <br />1. TOPOGRAPHIC BASE MAP PROVIDED BY GE, INC <br />p0 ' '� ` -" �- �- C -1 BORINGS (CARMA, 2006) <br />48 1 0 k i fw i �- `- g2 0 0 4 2. PROPERTY LINES SHOWN ON THIS DRAWING PROVIDED BY <br />482 482 6 ' 4825. A C -PT -1 PACKER TESTS (CARMA, 2006) CARROLL 8 LANGE, INC <br />g r� 3. LOCATIONS OF ABOVE AND BELOW GROUND PIPES, <br />0 825 `> s"' " =1 r- G1 PROPOSED PIEZOMETERS <br />� 11 <br />STRUCTURES AND UTILITIES ARE APPROXIMATE. <br />ALIGNMENT <br />4. WMC PACKER TEST PT -3 TO BE COMPLETED UPON COMPLETION <br />C.3 o PLATFORM MAJOR CONTOUR <br />�p,! OF FINAL SITE GRADING BY OWNER. <br />2 N aNER O 4 QN i I I PLATFORM MINOR CONTOUR <br />v <br />ELECTRIC LINE O O a _ 5. WATER SURFACE SHOWN IN BAYSHORE PONDS REPRESENTS <br />A JT <br />�� � i i -` - SURFACE OF WATER ON THE DATE OF SURVEY AND DOES NOT <br />(SEE SHEET'1 1) (} ' - - - - - SECTION LINES REPRESENT THE SURFACE OF WATER THAT MAY BE IN THE <br />O PONDS AT THE TIME OF CONSTRUCTION. <br />0 50 100 1 1 WATER SURFACE <br />1 1 <br />a p O � i -� -M- WATER LINE 6. GRADING OPERATIONS ARE ONGOING AND IN SOME AREAS. <br />"- E C O ER FROM TOPOGRAPHY SHOWN. <br />ca e m <br />F eet G <br />T _ <br />j 1 -tt LL TOPOGRAPHY MAY DIFFER <br />- <br />- .. -- 4850 <br />4850 - <br />- --� - <br />-- -- - - - - -- - - - -- - - _ <br />�, -- - _ - - - 84 <br />- - - <br />- -'- - <br />4840-- - - � � � --�_ -- � _- � - - - -< - - - -� -- - - � -_ �� - - - -- <br />�- � + 4 0 <br />MATCHLINE - Cl IL1NF <br />- <br />0 7 g <br />-� —. .... .. _ _ _ _ W _ <br />u m _ = - —. - - - - - - - -- -- - -1 m -- z N <br />1 <br />�� __ _ 1- <br />o o a -- 4 <br />4830 -- -. _ - oAOx - <br />- - j. <br />—� - <br />va <br />I <br />- - - - 6' EXISTING - _7 - <br />i - -- GAS LINE - - - - _ t- - - - - - -- - - - —� <br />r — - <br />Y' I <br />- - - --a- �- -- - - -� -- - - -1- - < .- - - -- ,,. - - - -=k ±-- -� 4 - 4820 <br />4820 -- - -- - -- - - _ _. - -- - _ -- - - _ _ - SKATE N <br />f <br />8' EXISTING - - -- - - - <br />- —L- <br />- <br />. _ 1 0 <br />-- -- - - , �- - - - - -- - -- - -- - -- -- - -- - - -- - - -- - =+ 48 <br />__. - <br />G AS E <br />4810 - <br />-- - - =7 <br />I <br />1 - - <br />- 80 <br />4800 - - _ _ - - - -- - - <br />} <br />SOILS (SAND, CLAY AND GRAYED PROFILE AND GEOLOGY LEGEND PROPOSED TOP OF SLURRY WALL - - - - - - <br />_ <br />t - - - -- <br />f L 4 <br />I <br />PLATFORM LEVEL <br />S ANDSTONE APPROXIMATE OLD ST. VRAIN RIVER - I � • - <br />------ CHANNEL LOCATION <br />BEDROCK SURFACE BASED ON BOREHOLE DATA - - <br />4 790 CLAYSTONE O GAS LINE ACTIVE FOUND AND PRESERVED 0 <br />PROPOSED BOTTOM OF SLURRY WALL Q <br />© SANDSTONE INTERBEDDED WITH CLAYSTONE WATER UNE ACTIVE FOUND AND PRESERVED ASSUMED GROUNDWATER LEVEL BASED ON BOREHOLE <br />- EXISTTING SLOPE DATA AND SURVEYED POND SURFACE ELEVATION a <br />LIMITS OF CEMENTITIOUS BACKFILL PROPOSED SLOPE 'BOREHOLE LOGS PROVIDED BY TERRACON <br />0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00';` <br />REVISION IPTI I Y AT NOTES: PREPARED FOR BAYSHORE POND SOIL- BENTONITE CUTOFF WALL DESIGN <br />WATER PLAN AND PROFILE STA 0 +00 - 31 +00 <br />Permit # - 1982 -015 Confidential? N CLIENT: GEO PROJECT: BAYSHORE PONDS <br />Class General Documents Type Se MANAGEMEN -CON DEVELOPMENT <br />MV# Inspection Date 0 50 100 0 5 10 <br />Doc Date (if no date-stamp) 11 -20 -2007 -1 CONSULTANTS JOB. FILE: DRAWN: CHECKED: <br />Doc Name Soil Bentonite Cutoff Wall Desiem Sheet 6 of 12 2676 SHEET6.DWG PGQ DP <br />From DBMS /Other Carina Bayshore, LLC. S ca le In Feet Scale In Feet ��� - COn <br />To DBMS /Other DRMS Horizontal Vertical DATE: PLAN: <br />Denver, CO JULY 2006 SHEET 6 OF 12 <br />Recipients <br />