|
A PORTION OF THE E.(/T SEG 357WP 19N ROE 55 WM.
<br /> SEE SHEET C5 01 SSA��/i{'/ 7� �y #'.�+ (_
<br /> / %,,�. n �' 6FM aTa6 '.`y.` a ry ttrl E
<br /> � i
<br /> 1. 1. I» "�fat4 I� '.� uv I� la "y ��, "At
<br /> O i�IOf a � ..
<br /> I I rnr 1Y 201 fldl
<br /> ton,-••• ... idift iil kNki,R k
<br /> ".*^ ""'" *Irc� °.: �` ` "w�v .'. l�y '� �' is bbU
<br /> .34 allairli
<br /> .,o
<br /> A
<br /> ^ � 1 frpt
<br /> ' •
<br /> 111 �P ' �I 1- aiii;li 6 6
<br /> i '' " 1 /I
<br /> n d a 7 �ao� a� �
<br /> n 0 -
<br /> A7 17 17
<br /> Vi
<br /> imC
<br /> .i 11
<br /> /g Ura �r "�. , � gib
<br /> du 1...,..tinaamamonv Y
<br /> ‘. , , , n.. .., ,,, „,_,,,,,,
<br /> a./ A +I
<br /> o , ("ti
<br /> IP'Y ,,,,,a(--.4 ' Lor," REAOBSLN ODY '7' aN% ° LOT]TS AREA OBSERVED TODAY VMICH
<br /> 1. WAS CURRENTLYSUITABLE FOR !!/// 0 CUiRENTLV SUITABLE FOR SUPPORT
<br /> U. ya SUPPORT OF INTENDED STRUCTU
<br /> ne ` ' 40 ++6q El)Y INTEI�ED STRUCTURE
<br /> 4110
<br /> nl `a 41% / PREVIOUSLYOBSERVEDLOT .� !.i,1,!� arAREAB OVER-EXCAVATED� Fr ���SSlITOWYI REQUIRING OVERE% � ��..'"i rY 1rTT037AREA WHICHCOULDBEPROBED ` 011�t :y° WNDA ONAREA OBSERVEQiI * 6•i0f 7 1 2T03FEET USINGASOIL NMICH WILL TODAY1Qr REQUIRE UNTIELXCAVARON DOWN TO -' 1I2Z'
<br /> PHASE n 1 m!,-N'' t FIRM AND UNYIELDING SOIL AND 1 LOT]TSAREA THATCOULDBEPROBEDS 444 yy
<br /> ��N ,1 BACKFILLED WITH STRUCTURAL F INCHES USING A SOIL PROBE WHICH WILL fff---111 ,
<br /> urtV (,NA$£3 (■■rr� REQUIRE OVER EXCAVATION DOWN TO FIRM DENSITY TEST LOCATION
<br /> Mr" St 1 ,I''r-rY r' '\' - tm. p / AND UNYIELDING MATERIAL AND BACKFILLED
<br /> �_\ fl-29 °I, *I* A%/ WITH STRUCTURAL FILL U)
<br /> /
<br /> C Y \ pH ' w 7 .o i FIGURE 1
<br /> POLYGON-127-03
<br /> iON-,7-f, - 'ft,- ` �+. fVl m .7,-.1141, �All',
<br /> `'I�r y,_ '', 1/znola --
<br /> m' n Kto.. i 2of3 I
<br /> witi °r a mN k j / �0„ y 0A
<br /> 4_,. i P
<br /> :Z17;, 6iw /'�'*'" r, ,�., �1 �W' SCALE: 1" ao' a
<br /> SEE SHEET C5 03 ^ ' M�, y [
<br /> m mu..o`t... ,4 n / n o'v t 4 __ �.1i Q'FO9I Ii0
<br />
|