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0'0/-hl <br /> HAMMER LANE <br /> ROAD I N DE % FILE YEAR SNEET TOTAL <br /> N 0. N 0. N 0. SNEETS <br /> 01- 2b7 19/ S—U/p 1956 '9 f <br /> fi <br /> T. 2 N., $. 6 E. <br /> I <br /> I <br /> 50' 50' <br /> See. 14 Sec. 13 <br /> I <br /> E I c' <br /> + Y <br /> � n •�I3 w <br /> x v h N p <br /> 0 <br /> , N a Evelyn B. Lang etal, d °- <br /> e N I a T. P. R¢din o o N z H.G. P. L. Lister <br /> y �N x, m � <br /> X U_ m I� Set R.R.Spike <br /> �Cii`"1 0 ;� Y4 Section Cor. <br /> a ;i I►I , } j I S *� Field Ent Set 2"x 2"Hub a <br /> E R/w —x x I all <br /> Section Line 9 .0 Construction N88 48 E 5280.30 , - ,k-Fia�d ent. �4 See Line�'€Const�uetion N89 //E 2642.88 R/w <br /> P T.R x x x x x x x x x x x <br /> ------------------------------ ------------------------- ---- ----------��+IF�— 7-11( <br /> � ---------------------- <br /> -„ Ip LI a v-��------------------------------- ------ ------- ------ ------- — ------ ------ ----_ ------- --- -- L1 I�-- — -- ---- ------- ------ <br /> oV N ; , ' 1 1 2- -3- 4— 5 - - — - - _nw - . , , ?x x— x X I x ---2_X---- ---4- _ - ------- - ------ ----- -- -- - s�. <br /> o I x— - - %- x x x I x- x x -2— x- I I x x-134 _� ----- r- _ <br /> v <br /> W R/W x 12' Irrigation Ditch ( o Set TWO Hub 4' Irrigation Ditch i I R/w <br /> 6 Irrigbtion Ditch Q +II ' i <br /> x l w Set A R.Spike oc "' <br /> 'o o <br /> 0 <br /> c ` N <br /> T 9 F Redin John as Sallie Reimers 3 John Sallie Reimers <br /> W o <br /> CP 8 ci 8 t <br /> v a c o <br /> r o, <br /> m 2 c + Q s <br /> w m <br /> U <br /> N I N <br /> US d I <br /> 50' 50' N c <br /> a <br /> r LV <br /> Scale: I"=100' <br /> 1 I 1 - } H 30 ; BM 1 <br /> B�i►23 , , 8M 24 v � �M�25 , HM 26 � 8M�28 � � , 9,M 2S; I <br /> f _ <br /> ++ - _ _ . . <br /> HIP SPIKE .N _P_0OLE .A . SH SPIKE P..POLE. R r SHIP SPI P. POLE s SHIP.SPIKE P. RT. _ a�N ��1I{� SPJJCE P LE ,RT_ SHIP _SP P.POLE -RT. P,./��/�+y�����y._. p[OLE . 1 -. _ P SPIKE .. .P• � QLE Ro <br /> , - r .1 awl. - Y/: i + - - 1 -.. _ ,._.._ _ 4 <br /> STA 112 12 l : ELEV. 2537 STA 115+76- _ ELEV. 26.27 ; STA 1119+121, ELEV.25.93 STA.a22 63 E EV 21.':22 �) , STA. X29 E EV.2 .28 STA. 1.33 J �F E�EV. 28.03 STA.If6+G6 EL V. 2 65 G}A 1391+93 ELEI✓ 29. 2 <br /> E , <br /> I <br /> TYPICAL TYPICAL <br /> y �I <br /> Tl � � SECTION <br /> SEC ON <br /> 1 <br /> 1 , <br /> C4 j <br /> fn 30 <br /> q} X I i td i <br /> ° <br /> 29 <br /> 28 28 l <br /> I <br /> I I _ *_ *0,tQ�i <br /> .. <br /> 27 ! _ 27 <br /> I.. - I - - : ` 1 r - : - f - n : -.. 6 I i.. -. 4V aL -. _ <br /> 26 , � { I I I ! 26 <br /> 25 p -` Rt - �— 25 <br /> Graft . ---i�-�-�..•+. to---�'� .a h _ .._ .. _- . I _.:�... <br /> TYPICAL �-- - � _. ;. <br /> 4 - SECTION <br /> 2 , f � � _ . 1 I , ; 24 <br /> �/� 1 /o i ► !� _ <br /> 23 23 I <br /> 1//�� I rr�1 tis7rs ��i}-�� --- -_��j�}� - -� } <br /> �, - t tV is <br /> 22122 <br /> '',, <br /> �5 <br /> 21 21 <br /> a <br /> V2 U N a I d <br /> - _ '. ', ', {, - I I�.. � y -v O ',. - y - s - I.. I v +• 1 W,. EJ s -.- i R 9 ; , <br /> 20 <br /> d. tn. cp <br /> , , <br /> X li. - -. a -. . - -k i. K.d -. - i. j • ::r <br /> a i I <br /> O , <br /> pr tTSft tt1 Q �C <br /> IVIXY0i j ;• <br /> S <br /> px . x, k <br /> ac <br /> 92 uj� <br /> pI I <br /> X_ .o h19r a <br /> ; u'1 $ <br /> ' <br /> W �: <br /> aF� a i , i' � ', � ao ics I '' G 'cc> <br /> tY/ 1 + <br /> f <br /> I <br /> t <br /> _I v� SHEET , °I <br /> .. Rad Approach ,Yards a L_Inctude In Quanft l06 Below - ; I , I _ _ ; : � �, TOTALS, <br /> 9 <br /> , <br /> EXCAVATION 176 167 ITl 167 176 1 196 1 194 1 194 1 '166 171 !25 56 5 14 60 14 0 9 37 74 107 120 130 144 153 162 I5T 162 167 1 3605 <br /> EMBANKMENT 1 65 1 83 88 102 1 97 1 107 1 125 1 111 1 III 120 1 144 181 241 1 269 1 264 1 137 1 333 375 1 301 1 213 157 1 107 1 93 88 83 83 79 63 83 74 1 1397 <br /> 110x'00 1 2 3 4 5 6 7 8 9 120+00 1 2 3 4 5 6 7 8 9 130+00 1 2 3 4 5 6 7 S 9 140+00 <br />