|
0 0oo � // tSH
<br /> f Q
<br /> Finish Roadway Stu.240+00 to Sta.260+6680 T 1 S. R.9 E. RUM M
<br /> DODDS ROAD N0. 196
<br /> Road Mixed Surfacing Index B 27-31
<br /> Found I'SgHd. Bolt
<br /> Sta.240+00 to Sta.260+6680 (4,134 4Yds.) N Set I io Iron Corner
<br /> 104" Sheet 10 of X16 Sheets
<br /> Section Corner �
<br /> a
<br /> Removal of Concrete
<br /> Sta.249+34 - Hdwl (4.4 CuYds)
<br /> Construct Property Fence RAY H. K I ST L E R o 'o
<br /> Sta.240+00 to 260+66 Rt.Type U Fence o + r
<br /> I1z =1
<br /> Construct Private Driveway ocs
<br /> I__j Sec. 12 Nj h
<br /> Sta.242+26 U-00'Wide x80'Long) 1= Z s
<br /> gL5 oC/il= Ne
<br /> o.
<br /> Cj
<br /> R W � —5T� 7H ---------------- ----------------
<br /> -----
<br /> ------------- � -- ---- - ---- - - - --- -- - ------ - --- - - �l
<br /> - -'—I- 20'1P17M -- - - --- - - -- -------- ----- ------ --- ------ -- — — NI 'I
<br /> Rhv
<br /> x�z �x z z —x—x- -x--Y�Mx—x— �-
<br /> 0 X�-
<br /> �� � �� •rte �•wsr rs•�.- �
<br /> 3
<br /> ;fullY—x—x—a—max— — — Yr--6 Y—x—x—x—x—Y—i - —z--[—��z—x�•H{—%�Y— x—x—z—x-f1—Y—x—z—z—Ot—x—I—x—x-1l
<br /> ®
<br /> N 89U7E. 5270.23' on Survey Line ® 1
<br /> I ,
<br /> I Sec. 13
<br /> 1 END OF PROJECT
<br /> STA, 260+66 80
<br /> I � Found Conc, Man.
<br /> Section Corner
<br /> € 1
<br /> Ia
<br /> ,
<br /> B.M.*24B q. *25
<br /> @P Pi {
<br /> I G Set Shy S ke D South Side i #Szt Ship ik¢EP 1
<br /> f _ _ ..._ _ ... . I
<br /> " +_ * ;
<br /> Elev. I Sto.2 +00 i M
<br /> 'L @ Stq:2b0+OQ-_, I¢ 13679 0 a a a
<br /> € 6 N H¢v.f4t � � t
<br /> , y
<br /> A ,
<br /> I 8
<br /> : f
<br /> �rr��... .,.. ., - . I - -. o. S - , ..
<br /> {��� �/ , t - �. r - _ k. - - h
<br /> ! i » I lemde s Pavement Orade t n ructionF i
<br /> 00iIV
<br /> I 1
<br /> „ • ' I , � I I � 18 �t�{edlu ,..Sea(
<br /> �t
<br /> Milk
<br /> n x- _
<br /> , 50' �7 Urrft�ated
<br /> ' 11
<br /> Earth Shim ders with P8roti la Tr merit
<br /> { i riabte_ ...
<br /> Em itim eat I
<br /> 41 E i _
<br /> I
<br /> l I 141
<br /> 3 S ers.:+�
<br /> "" ` I _ I ?
<br /> 140 =
<br /> LU t
<br /> 139
<br /> + 139
<br /> 138
<br /> 138
<br /> I .
<br /> 137 i i 137
<br /> i i {
<br /> _ 1.36 . _.._ . .. _.......J_
<br /> _... -�. . ._. I
<br /> � 136
<br /> , 135
<br /> �- 135
<br /> I
<br /> "
<br /> is134 u'S . :_ _. - .. 1 -. r.
<br /> g, € ( i 1 _ -_ - a 134
<br /> -._ .. -_.
<br /> I. i .(y�� it - .y,yy.alf. 6 - I- _. i �_.... ...... .........� ... . _,...... ......_g . ... k,. �-...-,,.-_ _..... �-._.._ ... ._ .. .. . .... .. ......_. �... . -....
<br /> 64
<br /> r. E 'I. - _. { _ Ip CSL_.. '• ,•�x—
<br /> { .
<br /> 77
<br /> A � ��.r,� .�-.-.arr+ -._ ��Ir.��/ry�� { /�� 3 _ � —_-- Yi-_�-,�_._.. . : --- - E1. .. -�[-.. -. . ._.-_..�1 .. .;r.._... iI:'. _-_ I, ... I .. ,_L,.. ._ �tt ._--,. ��'Q'I. ,_..,._.._ �,. .. -.#k... ':. --_. 1I _.- •, -_-.1i _ -rk, ........ --_ � r_ (e.,. _ __. ,�wI} . _.-..- ..n�_. .r,. _-_. j _.._. ;_:.
<br /> ....
<br /> r
<br /> I 1 1Vn•�110� � , I' 4 k '. _{.. f'A _. : _. { � C. . _. -..� - l -. ,
<br /> _ �.. -_ _._ , - - �. r��.�•9 -. _. i _ _. I k - __-. --i: i.. - - --,4 f _ _ _ ' "1- k _ a
<br /> ... a .... ..{._ } ..
<br /> € t '.' __. I , � �.�•+W _._. - I _- -. -.-. p _-. 1 I € _ ♦ tV ._ _.._. -.; - I - 1 _.-- � - 33 � - ii -., I: I. - � I , ! I i x
<br /> _ I g
<br /> ,.--. Imo• _� : G ... { - ., ..,�, .._. _ 7__._._. ,......._-.. _.-....__. _._....._ ..._ ..I ._,_ .. .. ,.
<br /> h_
<br /> ' OT ,
<br /> k _ t
<br /> N _ �... � I,.
<br /> I I
<br /> hdfn t1 t1_ Yt p € TOiAis
<br /> .....,1.....�
<br /> cy _. _ _ 51 557 _ 545 384 247 _17_9 458 336 0 7880 I 1
<br /> EXCAVATION PORT BORW C.Y. 269 280 296 400 - - _ _ i _ •.___. . . . ..
<br /> 542 523 419 353 273 216 192_ 177 I - --
<br /> 0 0 53 270 523 608 597 593 5 _ _
<br /> _- ---- �— ._ - ._ 188 170 2-04 257 296 234 246 - 118 5837
<br /> - l
<br /> EMBANKMENT C.Y. 824 750 741 625 496 482 505 579 709 722 - 690 672 644 652 -. 624 523 -- 463 444 616 - 542 102 12405 �— I
<br /> 240 I 2 3 4
<br /> 5 6 7 8 9 2501 2 3 4 5 6 78 9 260
<br /> i PROM L.L: > r ,+ �, r:l. t . •rnke Ntra
<br />
|