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r <br /> %( <br /> ----------- <br /> T2S. R.SE. M-DR & M. <br /> BRICHETTO �-B A ROADS <br /> �TA _F_ -7 <br /> RHOA? I INDEX I FW sNffT <br /> 3OWN 3 No TOTAL <br /> YEAR SNEE To <br /> CLEARING 9 GRUBBING FieldFielde LOI-264 I 39AA-2 1 1111961 4 <br /> STATION - 0+ 30 TO =STATION 73+ 55- StaWlftb Location 12'ESCP <br /> ro.20 R+ 27* <br /> - -- - --- <br /> 12.0o ZO' ��OR 17. C0 z <br /> ��-& Grcnt-t I W_Pd- - - - - - C0 <br /> PUBLIC ROAD CONNECTIONS 16+00 ZO' Itt. <br /> 27, $fa_Z3+664 _T <br /> R+- 27* CO <br /> 6' )PIY61 COS* (0.1 7A.C. over 0.50'A. <br /> A 0$81 04 C_- 1 30.20 14' R+. <br /> A/A/0$81 / , -A k, kI 44D400 ?_0, R+ 27, 4 <br /> J14.02 STATION ROA D T014-A.C., TCI-A.g 49+00 20' Lt. 27' <br /> 59+23. 28 BANTA & SO'K00 a fk* <br /> -Z <br /> 1 c4 68+100 IV Lt ZI, <br /> '7- 'Z. =58+75.17 BRICHETTO 803 , 2-74.3 <br /> SEC. 23 1 , 0) <br /> 68+00 1 R+ ZI, <br /> 73+55 GRANT LINE 4A I 1 :4illi <br /> Total 288' <br /> Oro TOTAL 84.4 235. 7 <br /> 43 1 "a A ;141 E <br /> '4 , , ' 1� t, T\ ef*&,0*04 .?0-M . 1479.83' 0, P� IT'A.C. Dike lVDIke <br /> .N� 1 i EOU4710N P40INr- <br /> NNI I I <br /> zz <br /> A M <br /> dft*. "' . ASPHALT CON GRETE� DIXES GO& &kers <br /> S cin 28- <br /> ition Quan. <br /> RIO STATION TO STATION LOCATION L. r. <br /> 50, A.CD, --i+§l 1+60 <br /> # 14' Lt. I <br /> WWI tl *on <br /> -59+6&- J59i-00 160+-9* 60+69 Lt. . 4&-6'16E -047 14' Lt I <br /> A <br /> -.a M -69*6&- 59+20 61 + 11 60+M Rt. -Jk3134 -0+25 <br /> 0_06_f.00+3�4' Lt. I <br /> I ` i1z <br /> -&f+4*62*Oo 64'-6()(*4+45 Lf. Q."�74 <br /> 61+61 62 +20 64+()() 64+54 <br /> 1 6 1*79 W,Lt. I <br /> 1% d' R1* Cos& TOTA L -75'4L.F <br /> SEC 24 N 14: Lt. I <br /> TOTAL 15 <br /> 0 0 <br /> z CL <br /> DOWN — DRAINS tan, <br /> R1jW <br /> 63PHALT CONCRETE SURFACING) <br /> I R. <br /> R-10 10 <br /> STATION LOCATION SGI YD <br /> "i <br /> 0 L1 <br /> 69*68 59 +00 Lt. & Rt. R/W-1 u , <br /> As Suilf Vt-acujr)<3 Pen.Tr. over 033A.& 0 i <br /> correc� �j DID <br /> (.- 64+00 Lt. & Pt. -7146 t <br /> Ckkc( by �Z�_'uor � TYPICAL % <br /> � _ 22 <br /> TOTAL -33.2 �45 Sq.Yds. FIELD ENTI?ANCE <br /> INTERSECTION EETAILS � <br /> Note: tross-section of slope ditch Scale I" = 50' <br /> CULVERTLIST may be smNicirculor,va or <br /> tM"ZDi&l Min. i0s 1010-25' <br /> A <br /> TYPI( <br /> MAKKU <br /> Min.depth-8 <br /> TYPICAL FLOW CM.P" 010(o CULM <br /> SECTION SECTION STATION LOCATION ELEV' <br /> 58+00 X-Dr. AS =w 38! <br /> aD <br /> 4,: <br /> 60400 X-,Dr. DIRECTED 59' 2 0 <br /> 36 <br /> ASPHALT CO C <br /> 62+10 X-,Dr. BY 66' Scale I != 1 -0 <br /> 36 A. IN 'RETE DIKE <br /> A 35 -j 64+00 <br /> X-Dr. RESIDENT 66' <br /> 4 <br /> 35 73+30 X-Dr. ENGR. 40' <br /> 34 <br /> leo6 <br /> t - 34 TOTAL 40L.F--2-MLF-3tL.F -fGem S Const.t R/W 7;;4 V'/, <br /> �ew <br /> 30' <br /> 30' <br /> _7 <br /> 'I E 4�--_ 81� 1'� 0.17'x24' Asphalt Concrete 81 <br /> 32 3" Reflector Clear 'Aggregate Base 5' <br /> over 0.5026 <br /> Back Side <br /> 31 C _0 <br /> 31 2X <br /> 30 <br /> �_Icq 30 3 t!-Difch Grode U-S Rt 15' Place r" <br /> &167 29 Clear sta.50-00 to 58+00 Sfmi-( to <br /> --J y___ YPICAL i <br /> Front Side SECTION <br /> Black T <br /> 29 <br /> 28 77 Ef — 4: ! Stas z3 <br /> Only Scale 1"- 6' <br /> 28 <br /> 4 0 <br /> STA.- O+30 TO.- <br /> 0 STA. 59+23'.128 '5 471, <br /> STA. 64+00 TO STA. 73+54.42 <br /> 27 Lt. 4 Rt <br /> L <br /> 27 STA.0 T4 <br /> 0 z z locha& <br /> 0 <br /> Baked T, RAV <br /> White Ename I <br /> 101 30 30, <br /> Par V <br /> W, <br /> 2 0.17'x3f,Asphalt Concrete <br /> 2-1, <br /> :kE7-vice io, <br /> 7 over 0.50 x32 Base <br /> 9A Sae Detail A.C. Dike <br /> 7 <br /> jo <br /> TYPICAL <br /> TOTAL <br /> SHIfET <br /> CULVERT GUIDE SECTION 11811 <br /> 4 <br /> 77T L Scale I" a 6' <br /> EXCAVATION — - + <br /> t <br /> -Z <br /> -Z <br /> E_ <br /> t <br /> 4 <br /> F <br /> I-I T(� R 1 WO <br /> R <br /> R/W'j <br /> TT <br /> EMBA 0 1 0 (1) 1 69 1 134 11-- 130 120 1 116 — 157 39 1, 105 1 1 STANDARD 'METAL MARKERS <br /> =N K=MN 630 1 5407 a49 Z31 1 42 1 0 1 - 0 0 0 0 1 0 1 0 2- -1 0 1 Z.261r, I I Scale III. I -0 <br /> 1 " STA. 58+75.17 TO STA.69*W <br /> 0 US r 9 74 <br /> PLATE 1-PLAN PROFILE O.P k R,E,STANDARD <br /> KEUFFEL & ESSER CO. NEW YORK <br /> B-- 150 ------ --- -.r--.—___.__--K T-C-05—N. .. ....... <br />