|
'
<br />8920 8920 8920
<br />� �� ___ .. � . _ .. _.._ . __ �_ .... . . _.__ 910 891 � �. _ �.,, _ _ -- � -�-. . - �. __ _.. �. _ 900
<br />8910 � SEE CAMBER DETAI�, SHEET 1�_ _�__
<br />_._ _._ _____ _ _ _ ._ ....__ .. ____- _�_�. _.�... _ ._ _... g p _'
<br />ROAD EL VAWES ___ __ ___ 8900 8900
<br />8900 , ._.. _.._ .._ , ..._- . ..,_... ..._..._ . _: . . . . __.... . ...._ ._ .. 890
<br />^ 8890 TOP OF EMBANKME� EL 8889 00
<br />_. - - - �. ��_. _. 25, ..__ _ . . __. _ _ _ .-- 8690 .... � 8890 _ _ _ _ _ _ __ � -- �
<br />___�.._�—_ ..._,� _._. : Q[lE. _. __.._ _____ � _ . _ _..-- gggp Z Z 8880 - --... _.._ _ _ _ 8880 0
<br />ZONE
<br />� 8880 _ � _ _ ...
<br />1 O - � ZI�NE 1 � ` �_ _ EXISTWG GROUND __ _ _ gg70 � � 8870 _ _ _ _ _ _ _ _ _ _ - - -- 8870 a
<br />_ - E
<br />XISTI G
<br />� 8870 _., _ _ = i _ _ _..__ _ . � l .. . _._ _ _ _ Q ¢ LIMITS OF � _- - __ ...____.. >
<br />_ ZOP{E 3 \� __- -- - 8860 �
<br /> I > �_-_T _.__._ ` _....._. _ ; � .... ___ --__ �..... _ . .._ _ \ . -._.�......._- 8860 W W 8860 -E�TCAI7ATIl7n1__ __ '� � SOIL NAIL WALL �
<br />W 8860 -- � - -- - - - � � - _ ° SEE TOE DRAIN � 850 W
<br />� - w w LA.0 AL 7JLL _ __
<br />, W 8850 _ . __. � __ _ _ DE7NL..SHEE7 92._ _.. `\\ __._ - � p 8840 �SEEINOTE 1 _._ _ __ _ _ - -- 830
<br />LIMITS OF EXCAVATION - GLACIAL TILL
<br />8840 i _ -SEE NOTE 1 _. _ _ 2A _. _ _ � o _�.IMITS..OF . _ .......__ _ _ . SEE FINGER DRAIN
<br />8830 _. __._. _.._. '� _.. __ _ ____._..__ _._ _ ...... .,. __.. __...._ , ___ ---__ 8830 8830 - ___ EXCAVATION; DETAIL, SHEET 1� O
<br />8820 8820 882
<br />� 8820
<br />0+00 1+00 2+00 3+p0 3+50 0+00 1+00 1+50
<br />STATION (FT)
<br />STATION (FT)
<br />SECTION q SECTION o NOTE:
<br />, 10
<br />1. FINAL EXCAVATION LIMITS OF GLACIAL TILL TO BE DETERMINED BY
<br />THE ENGINEER.
<br />' 8920 8920 8920 _. _ 0 SRILL ... __.._... _. __._... _ .... .. ............. .. . ........... ._.... 8920
<br />i _ SEE CAMBER DETAIL, SHEET 12 _ 8910 891 910
<br />SEE CAMBER DEtAiL SHEET 12
<br />8910 __ _:_ . _ .... _ _.... _ _ _ _ _. _ .... _. _ _. . __ 0 .' ; 3 ZONE 1 _.... _..._ . ..__ ........ .......... 8 900
<br />_.. _. _......._ � , _.. g
<br />'- ._.._........ ggpp 8900 ._........._. _._.._.._. ........... ._....._ 5 GROUND
<br />. .__..... _._..
<br />8900 __ . _ _._ _ . _._.... _..._ , _ __ . _ _ __ TOP OF EMBAK EL 8889.00 Z� _....... _........_._ _ _._ _. _._......_ 8890
<br />NE 2A EXIST
<br />TOP OF EMBANKMENT EL 8889.00 __._ 8890 - - -
<br />� 8890 __ _....._3:5.._ __ __. _..._. _. __..._.. 8890 F ri _.. _ _..... NISHEDGRP,DE..... __ 8880 �
<br />1 _ __
<br />� _._ _ , _ i.. ZONE 3 _._ ..._ _.- _ _.._. _. _ GROUND __ _ 8880 Z Z 888 _............ � --�\. ZONE t ~\�- �_....... FI 30" SPILLWAY OUTLET........_._ ........... 8870 �
<br />p �. . _ ... �;
<br />Z 8880 , - �� O O _.. ..1L� ......_.... �
<br />p�, 1 �— � . _...... 8870 - - 887 ........_... .._ .............. .. ..._. . ._ ...... ........ ,-� ` -�-
<br />F 8870 _ , � _... _......__ _._.. _ _ _......
<br />f-
<br />. �� ZONE 3 � ¢ LIMITS OF � W
<br />- � - --- - - _ _ ._. . -� a O `. _. 6860
<br />> __ _EL 8860.00 -- r � __ZONE 1 ;._- __ � _ _.... _ _ _ _ .. 8860 J J 8860 ..._EXCAVATION- - - - -- -_' 8850 w
<br />W 8860 - -_ _ - - - - j ZONE 3 � _.__.. _ _.. _ � ` _ _ . PIPE AND DRAIN
<br />' � _ _ _ _ _ __. _ _ _ _ _ 8850 W W 8850 G SEE NOTE 1 _._ � __...... _... __.......... 8840 I
<br />W 8850 -_ - - _
<br />ZONE 2C -.. � _. gg,qp 8840 ........ Z� ...�
<br />8840 - -LIAAIT6 OF EXCAVflTION - GLAEIAL TILL , .
<br />FOUNDATION SEE FlNGER DRAIN SEE TOE DRAIN --- 8830
<br />SEE NOTE 1 ,_. ZONE 2A 8830 WE'fWELt _...... .
<br />8830 ._... ._......_. ...._.._ _....
<br />' _ _ __ EXGAVATION __..._ 3+00 0
<br />8830 -- DETRIL, SHEET 12 ; DETAIL, SHEET 12 LIMITS OF EXCAVATION
<br />- 882
<br />� �8820 8820 � - ---�—
<br />8820 �- � 0+00 1+00 2+00
<br />p+ 1+00 2+00 3+00 4+00
<br />STATION (FT)
<br />STATION (FT)
<br />' SECTION B SECTION o
<br />io
<br />, � 8920
<br />W 8920
<br />a 8920 , 8920 EXISTING GROUND _ ,.._.-__._ 910
<br />� SEE CAMBER DETAIL SHEET 12 _ _. . _ _ _.__ __ __ 8910 8910
<br />� 8910 .. . . ___ . _._. '
<br />, 8900 _.._. _... ; .._ . _...... ....._ . ._� . ... . � ,..._. ...:. ._. _._ .._... ._. . .�.�. �. _ 890 8900 ....... ._...__ . ..... __ .... ....._. .. 890
<br />% _ , ,�
<br />g
<br />� TOP OF EMBANKMENT EL 8889.00 __ EXISTING,GROUND,_ _ . g � 8890 ' v
<br />EX P 8
<br />_.__._._
<br />� c 8890 .._ ._... ._. _._. .. _..._. : � . ...__ ........ .... ...... .. .._ . ......................... 880 � � 88 _.. _. _....._ZON� �_....._ . . ;, �� .___........ .....�__ 8880 �
<br />� �� 8880 _ ZQNE.3.... _...._..�: . ._._..... , ........_..� _ . 8 o z� 8 � LIMITSOF I;IMITSOF 870 �
<br />� Z __ . .__... ... 8 8 H
<br />LL � 8870 .. ............ __ . . ......._.... . ._� - _ .... .. .. .......__.... . .._. ....... ...ZO.NE 1... � . . .. ......._.... . .. 8870 F � 8 70 EXCAVRfIQN. .... _ . __ �XCAUATIL7N
<br />, � T - ..... . __ � - - LAC AL TILL 860 �
<br />� I- � ZONE 2A _ >
<br />� � 8860 _ . . ........... 1......... : __ . 0 � W
<br />W ---
<br />�� � LIMITS OF EXCAVATION GLACIAL T1Ll � _ w w 88 _.__ __._..._ __._
<br />8 � J J FLOW F
<br />� SEE NOTE 1 'LL -W'
<br />W 8850 � _ ONCREiE 8
<br />8850 _. _ _..
<br />S�E N0'�E 1 _.... _ ..._. __._. __ -- 8840
<br />� EX SOIL NAIL WALL __ _..... ___ _ _ _- 840 8840 -__... ZtSF1E 2A EX SOIL NMIL W
<br />, v 8840 __ _. _._.. __. _.....__ _. _ . ._._ _ 620 882 _ _ _ _ _... _ _._._
<br />_ _
<br />8
<br />�, � WETWELL g 8830 ELEV:8855�8875� 8630
<br />ry _
<br />_. __ _. - - EX WEiWELL
<br />� 8830 � LIMITS OF EXCAVATION ; 8 p i 8820
<br />8820 3+00 3+50 p+00 1+00 1+50
<br />0+00 1+00 2+00 STATION(FT)
<br />, Y STATION (FT)
<br />= SECTION � SECTION i
<br />a io
<br />' W
<br />0 15 90 60 9
<br />q Scale In Feet
<br />' _ �- ]73COOierAVe.
<br />a'
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<br />� � check w � ,ono
<br />'mryw(iyMxh.lfislumbMdonMeexpeascondP'wn FOR rn � � ZiegierReservoirEnlargement �«^�^^� sH�t'
<br />g W rnerxanarnacerewoducea,rop�ea.��uaea��e�y REVIEW W � 1257.04 110F23
<br />� LL Q � Zie�er Dam
<br />� W .. olM1erpurycselhenlorWiichtuspeaYcalylum&hed � . . �" C 1966
<br />� '
<br />wenowmev��•,rrMro�9sMOi�auRSCam. EmbankmentSections AsNoled 0
<br />1 = �
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