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<br />, e'. ; $ 1 , i x - bi o t 1 •° - � - !e96 .eee _ O 1 O yw -r��", � = `_ _— - _ _ -'_- _ - _ _ _-
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<br />G I •� ' °B0 ''� „�{ t �` ` 1 � I - - - �� �' EVER LINE EASMENT AS PROVIDED BY CARROLL 8 LANGE.
<br />°
<br />_� I O •43 woe .eee 9 1 III e7., / s _ s �-
<br />SLURRY WALL TRENCH SHALL REMAIN OUTSIDE °
<br />ft � ^ 1kS I � � _ _ _ \ ` =� ` _ _ _ 6�--I ' weao �b.00 '�. -�,�' THE LIMITS OF THIS EASEMENT.
<br />v
<br />I 0 / I' � \ _ e —o a s / ! f er ��aa Waa PROPOSED 30• q is
<br />I .�° I e t Py t 0 e wee o ( 1 4 'Q / - �� - 1 /s* o qy % RCP PIPE
<br />.» TO BE SLEEVED
<br />I I I ROPOSED STORM
<br />� s - '•s_ -� ":' _ - - ' i Rpf?OSED STORM
<br />ey �° "vs / I 1 5; v, SEWER PIPE S PIPE BY GEO CON
<br />s'
<br />I n u 5 S N" -�5- gyp`_ _ _ / ° I ' _ri -S - -� / - r6. _\
<br />_ _ - e» . +s - TO BE SLEEVED TO
<br />.A \ Y
<br />0 BY GEO -CON
<br />9' 00 I BY GI O CON (G
<br />I I =a— %` w mo — e eae
<br />I + � ,am.aa m,+oo ,aaao wean mow,. �PQ
<br />ROPOSED PUMP
<br />°
<br />I I rem eis a� ` efs - s- s / 't / / oo : Qt'r i toed ROPO D STATION
<br />TO BE SLEEVED
<br />WATER WNE
<br />tJ
<br />s\
<br />1 1 4w OPOSED BY GEO CON
<br />ROPOSEO STORM SANTITARY/
<br />,l� ATER LINE SEWER PIPE SEE IMfTS OF SLURRY WALL . /
<br />m / , UTILITY LI � _ SLEEVED BY OTHERS TO BE SL[JEVED PLATFORM (SEE SHEET 3) f F
<br />TO BE SLEEVED I /I� TO BE SLEEVED j
<br />BY GEO -CON �J
<br />s � '° ✓!� ' { / 9 /� TO BE SLEEVED I i 1 BY GEO-CON
<br />/ / / // �` a, i BY GE fi r) / i 1 tr l— ypa'b/
<br />g W, 40, IN
<br />S 1 �t-� 's s*r`' - /' ' I�j // .� / " s ,�t• n c a,
<br />I
<br />'.:: 1 { / , _ -max i /ArP PROPOSED SOIL
<br />OPOSED STORM �ENTONITE /y/ i y - uo / •e e
<br />/ — / / R
<br />SEWER PIPE / e e d --- _ CUT a&
<br />SHEET 12)
<br />TO BIE SLEEVED /
<br />BY GIEO -CON
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<br />$ m
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<br />Q v,o / ft o m O
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<br />y� r n
<br />TO SLEEVED
<br />tZ
<br />ILITY LINE
<br />RF�I- ���V�dJ
<br />/ w'° / / i I
<br />`. .: / � / % NOV n �7
<br />I�:ti. 9 ., � B GEO - CON ` ". ! /� / / '. i ee >>5 3' �y0� I / i .e1 w`en __ - -- - I NOV ,( O 2007
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<br />,e
<br />' • / '� // // ¢ , B!G LAKE ��� x / m•'.,..D _. -. ,s / Division of r:edamalion,
<br />f, / / w Mining nd Safety
<br />�� O �� � '� _O� 9
<br />O / ! ':, I I PROPOSED STO /����/ �� �s O ���...+✓ O ��
<br />�� SEWER PIPE
<br />TO BE SLEEVED FINAL DESIGN DRAWINGS
<br />/ ✓/ wU
<br />`q ©POSED STORM SUNSET LAKE BY GEO CON / t m'
<br />SEWER PIPE { 1 t r ' I ¢ 09, ST • ,,Y A ' \ J JULY t 2006
<br />TO BE SLEEVED v' 810 /' �o -WATER LINE
<br />BY GEO - CON n °, �6
<br />s
<br />S TO BE SLEEVED EV CONSTRUCTION
<br />TO BE LEEg�- p f "
<br />BY GE C. /'' / O s
<br />I 111777 -- LEGEND: NOTES:
<br />, � r
<br />o ILITY LINE ye S - \ \i \ e =� / o °. / - ELECTRIC LINE 1. TOPOGRAPHIC BASE MAP PROVIDED BY CARROLL 8 LANGE, INC.
<br />TO BE SLEEVED fT
<br />BY GEO CC1N1 e ,
<br />9' h -
<br />e 410 SECTION LINE 2. PROPERTY LINES SHOWN ON THIS DRAWING PROVIDED BY
<br />CARROLL & LANGE, INC.
<br />825 .�m� a WATER SURFACE
<br />I { Qo p�b.aa -- / .P
<br />�{ 3. LOCATIONS OF ABOVE AND BELOW GROUND PIPES,
<br />•2°/ E, "/ / ��� O i WATER LINE STRUCTURES AND UTILITIES ARE APPROXIMATE.
<br />ap
<br />-c O k
<br />s I I f
<br />EGINIEND'SOIL ' I� / +w - - ,s,o '�+ ° ¢�3 �'j 0 0 �
<br />8 m i s.a - ' "/ ' - GAS LINE 4. WATER SURFACE SHOWN IN BAYSHORE PONDS REPRESENTS
<br />BENTONITE
<br />^ I ' O SURFACE OF WATER ON THE DATE OF SURVEY AND DOES NOT
<br />• CUTOFF WALL ,,d' ��- �!✓� O LIMITS OF DISTURBANCE REPRESENT THE SURFACE OF WATER THAT MAY BE IN THE
<br />I - s
<br />hes „, � � - � � n I �pp�ululnuul7p / � PONDS AT THE TIME OF CONSTRUCTION.
<br />Y�I I a a'� ' _ r_ - - - - - - - i � J /�1���i� DRAINAGE DITCH
<br />SLURRY WALL CONSTRUCTION I
<br />_ r, ,.ae 5. GRADING OPERATIONS ARE ONGOING AND IN SOME AREAS.
<br />a
<br />1 -� Vr" o O C p v I I //J _ ACTUAL TOPOGRAPHY MAY DIFFER FROM TOPOGRAPHY SHOWN.
<br />' I -- /Sj��% O O i i e = FILL PLATFORM
<br />_, •° 6. CEMENTITIOUS BACKFILL IN CUTOFF WALL REQUIRED BETWEEN
<br />o - T / �f '+ - RIP -RAP PRIMARY
<br />' M.I 411"_ em p_- _ " -- i r� = 0 •• -• • C ° � a ;HE;OL3NGSTATIONS:
<br />° E �' SPILLWAY B Y O THERS
<br />1 1 Oi tr0,� 1 it
<br />I 2. 12 +63 - 14 +50
<br />3. 22 +22 - 24 +53
<br />y' - — - -- — - --
<br />-- — - -- — - -- - --
<br />4.62 +50 -66+00
<br />_ _ _ _ _ - - — 5. 86 +90 - 88+60
<br />d' 10 - - -- CEMENTITIOUS BACKFILL DESIGN MIX PROVIDED BY GEO-CON.
<br />DESCRIP O REVIS BY DATE NOTES: PREPARED FOR BAYSHORE POND SOIL — BENTONITE CUTOFF WALL DESIGN
<br />0
<br />WATER CLIENT Permi t # - 1982 -015 Confidential'? N GENERAL PLAN OF MODIFICATIONS
<br />Class General Documents Type Se : PROJECT: BAYSHORE PONDS
<br />MV# Inspection Date GEO—CON
<br />MANAGEMENT DEVELOPMENT
<br />Doc Date (if no date stamp) II -20 -2007 TTT JOB: FILE: DRAWN: CHECKED:
<br />Doc Name Soil - Bentonite Cutoff Wall Design; Sheet 4 of 12 0 100 200 e� CONS U LTANTS 2676 SHEET4.DWG PGQ DP
<br />From DRMS /Other Carma Bayshore. LLC.
<br />To DRMS /Other DRMS � 9 G 20 -Con
<br />Recipients Scale in Feet 101e1Wer, CO DATE: JULY 2006 PL ' A ' N " SHEET 4 OF 12
<br />
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