MIME-Version: 1.0 X-Document-Type: Workbook Content-Type: multipart/related; boundary="----=_NextPart_01C835BB.3E83A330" This document is a Single File Web Page, also known as a Web Archive file. If you are seeing this message, your browser or editor doesn't support Web Archive files. Please download a browser that supports Web Archive, such as Windows® Internet Explorer®. ------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii" <body> <p>This page uses frames, but your browser doesn't support them.</p> </body> ------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/stylesheet.css Content-Transfer-Encoding: quoted-printable Content-Type: text/css; charset="us-ascii" tr {mso-height-source:auto;} col {mso-width-source:auto;} br {mso-data-placement:same-cell;} .style0 {mso-number-format:General; text-align:general; vertical-align:bottom; white-space:nowrap; mso-rotate:0; mso-background-source:auto; mso-pattern:auto; color:windowtext; font-size:10.0pt; font-weight:400; font-style:normal; text-decoration:none; font-family:Arial; mso-generic-font-family:auto; mso-font-charset:0; border:none; mso-protection:locked visible; mso-style-name:Normal; mso-style-id:0;} td {mso-style-parent:style0; padding-top:1px; padding-right:1px; padding-left:1px; mso-ignore:padding; color:windowtext; font-size:10.0pt; font-weight:400; font-style:normal; text-decoration:none; font-family:Arial; mso-generic-font-family:auto; mso-font-charset:0; mso-number-format:General; text-align:general; vertical-align:bottom; border:none; mso-background-source:auto; mso-pattern:auto; mso-protection:locked visible; white-space:nowrap; mso-rotate:0;} .xl65 {mso-style-parent:style0; text-align:left;} .xl66 {mso-style-parent:style0; text-align:center;} .xl67 {mso-style-parent:style0; mso-number-format:"\@"; text-align:center;} .xl68 {mso-style-parent:style0; mso-number-format:"d\\-mmm"; text-align:left;} .xl69 {mso-style-parent:style0; mso-number-format:"\@"; text-align:left;} .xl70 {mso-style-parent:style0; mso-number-format:"\@";} .xl71 {mso-style-parent:style0; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"\@";} .xl72 {mso-style-parent:style0; white-space:normal;} .xl73 {mso-style-parent:style0; text-align:left; white-space:normal;} .xl74 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; text-align:center;} .xl75 {mso-style-parent:style0; mso-number-format:Fixed; text-align:center;} .xl76 {mso-style-parent:style0; mso-number-format:Standard; text-align:center;} .xl77 {mso-style-parent:style0; mso-number-format:Standard;} .xl78 {mso-style-parent:style0; mso-number-format:Fixed;} .xl79 {mso-style-parent:style0; mso-number-format:"0\.000"; text-align:center;} .xl80 {mso-style-parent:style0; mso-number-format:"0\.000";} .xl81 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; text-align:center; vertical-align:middle;} .xl82 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:Fixed; text-align:center;} .xl83 {mso-style-parent:style0; text-align:center; vertical-align:middle;} .xl84 {mso-style-parent:style0; mso-number-format:"0\.000"; text-align:center; vertical-align:middle; border:.5pt solid windowtext;} .xl85 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; text-align:center; border:.5pt solid windowtext;} .xl86 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"0\.000"; text-align:center; border:.5pt solid windowtext;} .xl87 {mso-style-parent:style0; mso-number-format:"\@"; text-align:center; vertical-align:middle; border:.5pt solid windowtext;} .xl88 {mso-style-parent:style0; text-align:center; vertical-align:middle; border:.5pt solid windowtext;} .xl89 {mso-style-parent:style0; border:.5pt solid windowtext;} .xl90 {mso-style-parent:style0; border:.5pt solid windowtext; white-space:normal;} .xl91 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; text-align:center; vertical-align:middle; border:.5pt solid windowtext;} .xl92 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"0\.000"; text-align:center; vertical-align:middle; border:.5pt solid windowtext;} .xl93 {mso-style-parent:style0; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"\@"; text-align:center; vertical-align:middle; border:.5pt solid windowtext;} .xl94 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:Fixed; text-align:center; vertical-align:middle; border:.5pt solid windowtext;} .xl95 {mso-style-parent:style0; mso-number-format:Fixed; text-align:center; vertical-align:middle; border:.5pt solid windowtext;} .xl96 {mso-style-parent:style0; text-align:left; border:.5pt solid windowtext; white-space:normal;} .xl97 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:Standard; text-align:center; vertical-align:middle; border:.5pt solid windowtext;} .xl98 {mso-style-parent:style0; mso-number-format:Standard; text-align:center; vertical-align:middle; border:.5pt solid windowtext;} .xl99 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:Fixed; text-align:center; border:.5pt solid windowtext;} .xl100 {mso-style-parent:style0; mso-number-format:"\@"; border:.5pt solid windowtext;} .xl101 {mso-style-parent:style0; mso-number-format:"d\\-mmm"; text-align:center; vertical-align:middle; border:.5pt solid windowtext;} .xl102 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"0\.000"; text-align:center-across; vertical-align:middle; border:.5pt solid windowtext;} .xl103 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"0\.000"; text-align:center; vertical-align:middle; border-top:none; border-right:none; border-bottom:1.0pt solid windowtext; border-left:none;} .xl104 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; text-align:center-across; vertical-align:middle; border-top:none; border-right:none; border-bottom:1.0pt solid windowtext; border-left:none;} .xl105 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"0\.000"; text-align:center-across; vertical-align:middle; border-top:none; border-right:none; border-bottom:1.0pt solid windowtext; border-left:none;} .xl106 {mso-style-parent:style0; mso-number-format:"\@"; text-align:center; vertical-align:middle; border-top:.5pt solid windowtext; border-right:.5pt solid windowtext; border-bottom:none; border-left:.5pt solid windowtext;} .xl107 {mso-style-parent:style0; mso-number-format:"0\.000"; text-align:center; vertical-align:middle; border-top:.5pt solid windowtext; border-right:.5pt solid windowtext; border-bottom:none; border-left:.5pt solid windowtext;} .xl108 {mso-style-parent:style0; text-align:center; vertical-align:middle; border-top:.5pt solid windowtext; border-right:.5pt solid windowtext; border-bottom:none; border-left:.5pt solid windowtext;} .xl109 {mso-style-parent:style0; border-top:.5pt solid windowtext; border-right:.5pt solid windowtext; border-bottom:none; border-left:.5pt solid windowtext; white-space:normal;} .xl110 {mso-style-parent:style0; mso-number-format:"\@"; text-align:center; vertical-align:middle; border-top:none; border-right:.5pt solid windowtext; border-bottom:.5pt solid windowtext; border-left:.5pt solid windowtext;} .xl111 {mso-style-parent:style0; mso-number-format:"0\.000"; text-align:center; vertical-align:middle; border-top:none; border-right:.5pt solid windowtext; border-bottom:.5pt solid windowtext; border-left:.5pt solid windowtext;} .xl112 {mso-style-parent:style0; text-align:center; vertical-align:middle; border-top:none; border-right:.5pt solid windowtext; border-bottom:.5pt solid windowtext; border-left:.5pt solid windowtext;} .xl113 {mso-style-parent:style0; border-top:none; border-right:.5pt solid windowtext; border-bottom:.5pt solid windowtext; border-left:.5pt solid windowtext; white-space:normal;} .xl114 {mso-style-parent:style0; mso-number-format:"\@"; text-align:center; vertical-align:middle;} .xl115 {mso-style-parent:style0; mso-number-format:"0\.000"; text-align:center; vertical-align:middle;} .xl116 {mso-style-parent:style0; mso-number-format:"\@"; text-align:center; vertical-align:middle; border-top:.5pt solid windowtext; border-right:none; border-bottom:.5pt solid windowtext; border-left:none;} .xl117 {mso-style-parent:style0; mso-number-format:"0\.000"; text-align:center; vertical-align:middle; border-top:.5pt solid windowtext; border-right:none; border-bottom:.5pt solid windowtext; border-left:none;} .xl118 {mso-style-parent:style0; text-align:center; vertical-align:middle; border-top:.5pt solid windowtext; border-right:none; border-bottom:.5pt solid windowtext; border-left:none;} .xl119 {mso-style-parent:style0; border-top:.5pt solid windowtext; border-right:none; border-bottom:.5pt solid windowtext; border-left:none;} .xl120 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"0\.000"; text-align:center-across; vertical-align:middle; border-top:.5pt solid windowtext; border-right:.5pt solid windowtext; border-bottom:none; border-left:.5pt solid windowtext;} .xl121 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"0\.000"; text-align:center; vertical-align:middle; border-top:.5pt solid windowtext; border-right:.5pt solid windowtext; border-bottom:none; border-left:.5pt solid windowtext;} .xl122 {mso-style-parent:style0; border-top:.5pt solid windowtext; border-right:.5pt solid windowtext; border-bottom:none; border-left:.5pt solid windowtext;} .xl123 {mso-style-parent:style0; border-top:none; border-right:.5pt solid windowtext; border-bottom:.5pt solid windowtext; border-left:.5pt solid windowtext;} .xl124 {mso-style-parent:style0; mso-number-format:"\@"; text-align:center; vertical-align:middle; border-top:none; border-right:.5pt solid windowtext; border-bottom:none; border-left:.5pt solid windowtext;} .xl125 {mso-style-parent:style0; mso-number-format:"0\.000"; text-align:center; vertical-align:middle; border-top:none; border-right:.5pt solid windowtext; border-bottom:none; border-left:.5pt solid windowtext;} .xl126 {mso-style-parent:style0; text-align:center; vertical-align:middle; border-top:none; border-right:.5pt solid windowtext; border-bottom:none; border-left:.5pt solid windowtext;} .xl127 {mso-style-parent:style0; border-top:none; border-right:.5pt solid windowtext; border-bottom:none; border-left:.5pt solid windowtext;} .xl128 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"0\.000"; text-align:center-across; vertical-align:middle;} .xl129 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"0\.000"; text-align:center; vertical-align:middle;} .xl130 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"0\.000"; text-align:center-across; vertical-align:middle; border-top:.5pt solid windowtext; border-right:none; border-bottom:.5pt solid windowtext; border-left:none;} .xl131 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"0\.000"; text-align:center; vertical-align:middle; border-top:.5pt solid windowtext; border-right:none; border-bottom:.5pt solid windowtext; border-left:none;} .xl132 {mso-style-parent:style0; border-top:none; border-right:.5pt solid windowtext; border-bottom:none; border-left:.5pt solid windowtext; white-space:normal;} .xl133 {mso-style-parent:style0; border-top:.5pt solid windowtext; border-right:none; border-bottom:.5pt solid windowtext; border-left:none; white-space:normal;} .xl134 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; text-align:center; vertical-align:middle; border-top:.5pt solid windowtext; border-right:.5pt solid windowtext; border-bottom:none; border-left:.5pt solid windowtext;} .xl135 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; text-align:left; vertical-align:middle; border-top:none; border-right:none; border-bottom:1.0pt solid windowtext; border-left:none;} .xl136 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"0\.000"; text-align:center; border-top:none; border-right:none; border-bottom:1.0pt solid windowtext; border-left:none;} .xl137 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"\@"; text-align:left; vertical-align:middle; border-top:none; border-right:none; border-bottom:1.0pt solid windowtext; border-left:none;} .xl138 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"0\.000"; border-top:none; border-right:none; border-bottom:1.0pt solid windowtext; border-left:none;} .xl139 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; text-align:left; border-top:none; border-right:none; border-bottom:1.0pt solid windowtext; border-left:none;} .xl140 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0;} .xl141 {mso-style-parent:style0; mso-number-format:Fixed; text-align:center; vertical-align:middle;} .xl142 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:Fixed; text-align:center; vertical-align:middle; border-top:none; border-right:none; border-bottom:1.0pt solid windowtext; border-left:none;} .xl143 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; border-top:none; border-right:none; border-bottom:1.0pt solid windowtext; border-left:none;} .xl144 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:Fixed; text-align:center; border-top:none; border-right:none; border-bottom:1.0pt solid windowtext; border-left:none;} .xl145 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"\@"; border-top:none; border-right:none; border-bottom:1.0pt solid windowtext; border-left:none;} .xl146 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; text-align:center; border-top:none; border-right:none; border-bottom:1.0pt solid windowtext; border-left:none;} .xl147 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:Standard; text-align:center; border-top:none; border-right:none; border-bottom:1.0pt solid windowtext; border-left:none;} .xl148 {mso-style-parent:style0; mso-number-format:Standard; text-align:center; vertical-align:middle;} .xl149 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:Fixed; border-top:none; border-right:none; border-bottom:1.0pt solid windowtext; border-left:none;} .xl150 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"\@"; text-align:center; border-top:none; border-right:none; border-bottom:1.0pt solid windowtext; border-left:none;} .xl151 {mso-style-parent:style0; font-weight:700; font-family:Arial, sans-serif; mso-font-charset:0; mso-number-format:"\@"; text-align:center-across; vertical-align:middle; border-top:none; border-right:none; border-bottom:1.0pt solid windowtext; border-left:none;} .xl152 {mso-style-parent:style0; mso-number-format:Fixed; text-align:center; border:.5pt solid windowtext;} .xl153 {mso-style-parent:style0; text-align:center; border:.5pt solid windowtext;} .xl154 {mso-style-parent:style0; mso-number-format:"\@"; text-align:left; border:.5pt solid windowtext;} .xl155 {mso-style-parent:style0; mso-number-format:"0\.000"; text-align:center; border:.5pt solid windowtext;} .xl156 {mso-style-parent:style0; mso-number-format:"\@"; text-align:center; border:.5pt solid windowtext;} .xl157 {mso-style-parent:style0; mso-number-format:Fixed; text-align:center; vertical-align:middle; border-top:none; border-right:.5pt solid windowtext; border-bottom:.5pt solid windowtext; border-left:.5pt solid windowtext;} .xl158 {mso-style-parent:style0; mso-number-format:"\@"; text-align:center; vertical-align:middle; border:.5pt solid windowtext; background:yellow; mso-pattern:black none;} ------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/tabstrip.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ALPHA=

A=

C=

D=

E=

F=

H=

J=

N=

O=

P=

T=

U=

V=

W=

Y=

Z=

AA

BB

DD

EE

FF

JJ

KK

MM

NN

TT

5=

7=

54

73

134

135

Master

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet001.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	ID	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
Ap= ache Ave.		0.00	0.38	0.38	4	20	New inventory=
Bi= g Horn Dr.		0.00	0.29	0.29	4	18	New inventory= .
Co= ffman Ben		0.00	0.36	0.36	4	18	New inventory= .
Co= untry Mea		0.00	0.20	0.20	4	20	New inventory=
Di= lwood Rd.		0.00	0.10	0.10	4	18	New inventory=
Fi= scher		0.00	0.28	0.28	4	20	New inventory=
Gr= aceland Pt.		0.00	0.60	0.60	4	18	New inventory=
Iv= ory Circle		0.00	0.28	0.28	4	18	New inventory=
Ke= ystone Bu		0.00	0.36	0.36	4	20	New inventory=
Lo= veland Cov		0.00	0.30	0.30	4	18	New inventory=
Ri= dgeview Dr.		0.00	0.492	0.49	4	20	New inventory=
Sa= ddle Moun		0.00	0.70	0.70	4	18	New inventory=
St= arlite Cave		0.00	0.532	0.53	4	18	New inventory= .
Th= at There Dr.		0.00	0.80	0.80	4	25	New inventory=
Tw= in Coves		0.00	0.187	0.19	4	20	New inventory=
An= gel Dr.		0.00	0.203	0.20	5	20	New inventory=
As= ter Rd.	HH5e	0.00	0.23	0.23	5	20	Begin at Bitt= ersweet Road go South to end at loop tie-in =3D 0.23
Bar= bia Ln.	HH??	0.00	0.35	0.35	5	20	Begin at Horseshoe Bend Road go South to end at Bay Point Condos =3D 0.35
Ba= rrington Ct.	CR2	0.00	0.13	0.13	5	22	New inventory Champion's Run - Terminates in cul-de-sac
Be= ar Trace		0.00	0.20	0.20	5	20	New Inventory=
Bi= ttersweet Road	HH5	0.00	0.55	0.55	5	20	Begin at stat= e route HH go NW to end at loop tie-in =3D 2.74
Br= ookhaven	TV	0.00	0.853	0.85	5	24	New inventory= The Villages
Br= uce Road	HH1c	0.00	0.3	0.30	5	20	Begin at Duck= Head Rd. go NW to end at private road =3D 0.30
Bu= r Oaks Rd.		0.00	0.27	0.27	5	18	New inventory= .
Bu= ttercup Rd.	HH5f	0.00	0.09	0.09	5	20	Begin at Bitt= ersweet Road go North to end at private drive =3D 0.09
Ca= ctus Rd.	HH5c	0.00	0.08	0.08	5	20	Begin at Prim= ross Road go NW to end at private drive =3D 0.08
Car= ol Rd.	HH3	0.00	1.95	1.95	5	20	Begin at state route HH go NE to end at private roads and Susan Rd. right =3D 1.95
Ce= dar Crest	HH1	0.00	0.091	0.09	5	20	New inventory=
Ce= dar Rd.	HH3a4	0.00	0.59	0.59	5	20	Begin at Dogw= ood Road go NE to end at private drive =3D 0.59
Ch= erokee Rd.	HH4	0.00	0.49	0.49	5	20	Begin at stat= e route HH go North to end at private drive =3D 1.96
Ch= ristopher		0.00	0.392	0.39	5	20	New inventory=
Ci= marron Ba	HH??	0.00	0.13	0.13	5	20	0.00 =3D Begi= n at MM-40P go South; 0.13 =3D End at private drive
Cir= cle Dr.	HH1f	0.00	0.27	0.27	5	20	Begin at Duck Head Rd. go SE and NW loop to end at Dark Head Rd. =3D 0.27
ROA= D	ID	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
Cl= iffstone Ln.	TV	0.00	0.136	0.14	5	24	New inventory= The Villages
Cr= ow Rd.	HH4d	0.00	0.16	0.16	5	20	Begin at Cher= okee Rd. go NW to end at private drive =3D 0.16
Da= msel Rd.	HH4a2	0.00	0.05	0.05	5	20	Begin at Cher= okee Road go NE to end at dead end =3D 0.05
Do= gwood Rd.	HH3a1	0.00	1.58	1.58	5	20	Begin at Caro= l Road go NW to end at dead end =3D 1.58 <= /span>
Do= uble Hors		0.00	0.37	0.37	5	18	New inventory=
Duc= k Head Rd.	HH1	0.00	1.65	1.65	5	20	Begin at state route HH go NE to end at spur road and private drive =3D 1.65
E.= Lake Ct.	GP4	0.00	0.25	0.25	5	24	New inventory= Grand Point - Right; Terminates in cul-de-sac
Ea= gles Cove Court	GP2a	0.00	0.25	0.25	5	24	New inventory= Grand Point - Right; Terminates in cul-de-sac
El= m Rd.	HH3a8	0.00	0.15	0.15	5	20	Begin at Dogw= ood Road go NW to end at private drive =3D 0.15
Fa= ir Oaks Ln.	TV	0.00	0.09	0.09	5	24	New inventory= The Villages
Fo= restridge L.	TV1a	0.00	0.089	0.089	5	24	New inventory= The Villages
Fo= x Run	GP1a	0.00	0.19	0.19	5	24	New inventory= Grand Point - Right; Terminates in cul-de-sac
Fo= x Run Ct.	GP1b	0.00	0.23	0.23	5	24	New inventory= Grand Point - Right; Terminates in cul-de-sac
Fo= xwood Shores		0.00	0.87	87.00	5	20	New inventory=
Gin= ger Rd.	HH3b	0.00	1.65	1.65	5	20	Begin at Carol Road go West, NW, SW, and South to end at Carol Road circle tie-in =3D 1.65
Gr= and Cove Drive	GP3	0.00	1.45	1.45	5	24	New inventory= Grand Point - Left; Terminates in cul-de-sac
Gr= and Cypress	HI1	0.00	0.24	0.24	5	22	New inventory Heritage Isle - Terminates at Muirfield Drive
Gr= and Pt. Blvd.	GP1	0.00	1.42	1.42	5	24	New inventory= Grand Point
Gr= and View Drive	GP2	0.00	2.06	2.06	5	24	New inventory= Grand Point - Right
Gr= eystone Ln	TV	0.00	0.626	0.63	5	24	New inventory= The Villages
Hi= ckory Rd.	HH3a6	0.00	0.21	0.21	5	20	Begin at Waln= ut go North to end at private drive =3D .21
Hi= gh Line Rd.	HH1b	0.00	0.76	0.76	5	20	Begin at Duck= Head Rd. go SE to end at private drive =3D 0.76
Ho= ney Suckle	HH5g	0.00	0.07	0.07	5	20	Begin at Bitt= ersweet Road go North to end at private drive =3D 0.07
Ho= rseshoe Bend Parkway	HH	0.00	2.51	2.51	5	20	Begin at stat= e route HH go West to end at loop tie-in =3D 2.51
Ja= mie Dr.		0.00	0.656	0.66	5	20	New inventory=
Jo= Rd.	HH3c	0.00	0.04	0.04	5	20	Begin at Lucy= Rd. go North to end at private roads =3D 0.04
Ke= ystone Bu		0.00	0.51	0.51	5	20	New inventory=
La= ke Dr.	GP4a	0.00	0.63	0.63	5	24	New inventory= Grand Point - Left; Connects to West Lake Court
La= ke Dr.	HH1g	0.00	0.18	0.18	5	20	Begin at Duck= Head Rd. go NE to end at spur road =3D 0.18
La= Riva Estates		0.00	2.052	2.05	5	22	New Inventory=
La= Riva Estates		0.00	0.379	0.38	5	22	New Inventory=
La= Riva Estates		0.00	0.952	0.95	5	22	New Inventory=
La= Riva Estates		0.00	0.095	0.10	5	22	New Inventory=
La= s Campanas	HI2a	0.00	1.23	1.23	5	20	New inventory Heritage Isle - Right; Terminates at cul-de-sac
ROA= D	ID	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
Li= nn Creek Rd.	HH4a1	0.00	0.63	0.63	5	20	Begin at Cher= okee Road go NE to end at loop tie-in =3D 1.89
Lu= cy Rd.	HH3d	0.00	1.00	1.00	5	20	Begin at Caro= l Rd. go West to end at Carol Rd. (loop tie-in)
Ma= llard Pt.	HH6	0.00	0.12	0.12	5	20	Begin at Oute= r Drive go North to end at dead end at private drive =3D 0.12
Ma= ple Rd.	HH3a5	0.00	0.44	0.44	5	20	Begin at Ceda= r Road go North to end at dead end =3D 0.44
Ma= ry Ct.	HH3d	0.00	0.16	0.16	5	20	Begin at Caro= l Road go North to End at dead end =3D 0.16
Mo= ntery Sub.		0.00	0.244	0.24	5	18	New inventory=
Mo= rningside	CR3	0.00	0.08	0.08	5	22	New inventory Champion's Run - Terminates in cul-de-sac
Mo= rningside Court	CR3a	0.00	0.22	0.22	5	22	New inventory Champion's Run - (L) Terminates in cul-de-sac
Mu= irfield Dr.	HI2	0.00	1.83	1.83	5	20	New inventory Heritage Isle - Terminates in cul-de-sac
No = St. Name		0.00	0.15	0.15	5	22	New Inventory=
No = St. Sign		0.00	0.27	0.27	5	22	New Inventory=
No = St. Sign		0.00	0.08	0.08	5	22	New Inventory=
No = St. Sign		0.00	0.31	0.31	5	22	New inventory=
No = St. Sign		0.00	0.11	0.11	5	22	New inventory=
No = St. Sign		0.00	0.20	0.20	5	22	New Inventory=
No = St. Sign		0.00	0.64	0.64	5	22	New Inventory=
No = St. Sign		0.00	0.14	0.14	5	22	New inventory=
No = St. Sign		0.00	0.08	0.08	5	22	New inventory=
No = St. Sign		0.00	0.11	0.11	5	22	New inventory=
No = St. Sign		0.00	0.23	0.23	5	22	New inventory=
Non= such Rd.	HH4a1a	0.00	0.22	0.22	5	20	Begin at Linn= Creek Road go NE to end at dead end =3D 0.22
Oa= k Dr.	GP5a	0.00	0.35	0.35	5	24	New inventory= Grand Point - Left; Terminates in cul-de-sac
Oa= k Dr.	HH1g	0.00	0.04	0.04	5	20	Begin at Duck= Head Rd. go South to end at private road =3D 0.04
Oa= k Rd.	HH3a5a	0.00	0.09	0.09	5	20	Begin at Mapl= e Road go NW to end at private drive =3D 0.09
Ol= d Mine Dr.		0.00	0.062	0.06	5	20	New inventory=
Or= iole Rd.	HH6b	0.00	0.16	0.16	5	20	Begin at Thru= sh Road go NE to end private drive =3D 0.16
Ou= ter Dr.	HH6	0.00	1.37	1.37	5	20	Begin at Hors= eshoe Bend Road go NW to end at loop tie-in =3D 1.37
Pa= lomino Ct.	HH2a	0.00	0.08	0.08	5	20	Begin at Susa= n Rd. go North to end at dead end =3D 0.08 <= /span>
Pa= ula Rd.	HH3d	0.00	0.09	0.09	5	20	Begin at Caro= l Rd. go NE to end at private drive =3D 0.09 = ;
Pa= wnee Rd.	HH4b	0.00	0.20	0.20	5	20	Begin at Cher= okee Rd. go NWt to end at private drive =3D 0.20
Pi= ne Rd.	HH3a3	0.00	0.16	0.16	5	20	Begin at Dogw= ood go North to end at private drive =3D 0.16
Pr= imrose Rd.	HH5d	0.00	0.30	0.30	5	20	Begin at Bitt= ersweet Road go North to end at loop tie-in =3D 0.30
Red= Bird Rd.	HH6	0.00	0.35	0.35	5	20	Begin at Horseshoe Bend Road go North and NW to end at private drive =3D 0.35
Re= d Bud Rd.	HH3a2	0.00	0.25	0.25	5	20	Begin at Dogw= ood go North to end at private drive =3D 0.25
Re= stful Ln.	HH6	0.00	0.28	0.28	5	20	Begin at Oute= r Drive go SE to end at dead end =3D 0.28 <= /span>
ROA= D	ID	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
Ri= dge Rd.	HH1g	0.00	0.57	0.57	5	20	Begin at Duck= Head Rd. go SE to end at private drive =3D 0.57
Ro= bin Rd.	HH6a	0.00	0.31	0.31	5	20	Begin at Thru= sh Road go NE to end at loop tie-in =3D 0.31
Ru= by Hill	CR4	0.00	0.06	0.06	5	22	New inventory Champion's Run
Sa= c Rd.	HH4c	0.00	0.17	0.17	5	20	Begin at Cher= okee Rd. go East to end at loop tie-in =3D 0.17
Sa= tin Dr.		0.00	0.08	0.08	5	20	New inventory=
Sh= ady Ln.	HH1e	0.00	0.25	0.25	5	20	Begin at Duck= Head Rd. go East to end at private drive =3D 0.25
Sh= ort St.		0.00	0.047	0.05	5	20	New inventory=
Sp= ring Creek	CR1	0.00	1.68	1.66	5	22	New inventory Champion's Run - Connects from SB Road to MM
Sp= ring Rd.	HH1a	0.00	0.48	0.46	5	20	Begin at Duck= Head go NW to end at private drive =3D 0.48 = ;
Sp= ringridge L.	TV	0.00	0.148	0.15	5	24	New inventory= The Villages
Sp= ur Rd.	HH1g	0.00	0.13	0.13	5	20	Begin at Duck= Head Rd. go South to end at Lake Drive =3D 0.13
Sp= yglass		0.00	0.65	0.65	5	20	New inventory=
St= onebridge	TV2	0.00	0.412	0.412	5	24	New inventory= The Villages
Su= nset Rd.	HH6	0.00	0.68	0.68	5	20	Begin at Hors= eshoe Bend Road go SW to end at loop tie-in =3D 0.68
Su= san Rd.	HH2	0.00	2.08	2.08	5	20	Begin at stat= e route HH go NE to end to Carol Rd. =3D 2.08
Sw= eet William	HH5h	0.00	0.15	0.15	5	20	Begin at Bitt= ersweet Road go SW to end at private drive =3D 0.15
Sy= lvan Bay		0.00	1.59	1.59	5	20	New inventory=
To= nka Villa E.		0.00	1.57	1.57	5	20	New inventory=
Tu= rn Bridge Court	GP3a	0.00	0.34	0.34	5	24	New inventory= Grand Point - Right; Connects with Waterford Terrace
Tu= rn Bridge Lane	GP7	0.00	0.33	0.33	5	24	New inventory= Grand Point - Left; Connects to Turn Bridge Court
Ut= e Rd.	HH4e	0.00	0.09	0.09	5	20	Begin at Cher= okee road go North to end at private drive =3D 0.09
Ve= lvet Dr.		0.00	0.26	0.26	5	20	New inventory=
Ve= rbena Rd.	HH5a	0.00	0.58	0.58	5	20	Begin at Bitt= ersweet Road go West to end at cirle drive tie-in =3D 0.58
Vi= llage Way	TV1	0.00	0.820	0.820	5	24	New inventory= The Villages
W.= Lake Ct.	GP5	0.00	0.11	0.11	5	24	New inventory= Grand Point - Right; Terminates in cul-de-sac
Wa= lnut Rd.	HH3a7	0.00	0.33	0.33	5	20	Begin at Ceda= r Road go West to End at private road =3D 0.33
Wa= terford Terr.	GP8	0.00	0.45	0.45	5	24	New inventory= Grand Point - Left; Terminates in cul-de-sac
Wi= ld Pines Lane	TV	0.00	0.26	0.26	5	24	New inventory= The Villages
Wi= ldflower Crest	GP6	0.00	0.14	0.14	5	24	New inventory= Grand Point - Left; Connects to Grand Cove Drive
Wi= llmore Rd.	HH1d	0.00	0.83	0.83	5	20	Begin at Duck= Head Rd. go North and NW to end at dead =3D 0.83
Wy= e Rd.	HH6	0.00	0.30	0.30	5	20	Begin at Hors= eshoe Bend Road go NW to end at private drive =3D 0.30
Gl= eneagles	HI1a	0.00	0.31	0.31	5	22	New inventory Heritage Isle - Right; Terminates at cul-de-sac
Re= d-Run		0.00	0.387	0.39	5	20	New inventory=
Ry= -Zen-Sun		0.00	1.174	1.17	5	18	New inventory= .
Th= istle Rd.	HH5b	0.00	0.08	0.08	5	20	Begin at Prim= rose Road go South to end at dead end =3D 0.08
Th= rush Rd.	HH6	0.00	1.30	1.30	5	20	Begin at Oute= r Drive road go North to end at loop tie-in =3D 1.30
ROA= D	ID	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
Tr= acy Ln.	HH1c2	0.00	0.19	0.19	5	20	Begin at Bruc= e Rd. go Northwest to end at dead end =3D 0.19
Tr= opical Trail		0.00	1.99	1.99	5	20	New inventory=
Wo= odhaven	TV3	0.00	0.171	0.171	5	24	New inventory= The Villages
Am= bassador		0.00	0.233	0.23	7	20	New inventory=
St= . Tropez		0.00	0.434	0.43	7	20	New inventory=
Ce= rcnio Drive	LR	0.00	0.00	0.00			New inventory= La Riva - Right; Terminates in cul-de-sac
Sc= ena Court	LR	0.00	0.00	0.00			New inventory= La Riva
Vi= a Appia #2	LR	0.00	2.11	2.11			New inventory= La Riva
Vi= a Appia #3	LR	0.00	0.63	0.63			New inventory= La Riva
Vi= a Bello Vista	LR	0.00	0.00	0.00			New inventory= La Riva - Left; Terminates in cul-de-sac
Vi= a Cresta	LR	0.00	0.00	0.00			New inventory= La Riva - Starts at Via Appia and returns to Via Appia
Vi= a Del Lago	LR	0.00	1.04	1.04			New inventory= La Riva
Vi= a Dirupo	LR	0.00	0.00	0.00			New inventory= La Riva - Right; Terminates in cul-de-sac

<= /td>
TOTAL LENGTH ALPHA ROADS			159.88

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet002.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
A-0= 01	0.000	0.190	0.190	4	12	Whispering Hills Sub-Division 0.00 =3D Begin at state route A go Northwest; 0.19 =3D End county road at private drive

A-002	0.000	1.390	1.390	5	20	Whis= pering Hills Sub-Division 0.00 =3D Begin junction state route A go North; 0.23 = =3D county road A-2D right; 0.38 =3D county road A-2F right; 1.39 =3D End county road at junction 54-65
A-0= 02A	0.000	0.460	0.460	4	18	Whispering Hills Sub-Division 0.00 =3D Begin junction county road A-2F go SE; 0.01 = =3D County road A-2AV left; 0.24 =3D county road A-2D right; 0.38 =3D County road A-8B left; 0.46 =3D End county ro= ad @ road A-2
A-00= 2AV	0.000	0.160	0.160	4	16	Whispering Hills Sub-Division 0.00 =3D Begin county road A-2A go South and North cir= cl tie-in at junction countyroad A-2F =3D 0.16
A-00= 2D	0.000	0.070	0.070	4	14	Whispering Hills Sub-Division 0.00 =3D Begin at county road A-2 go Southeast; 0.07 =3D End county road at A-2A
A-00= 2F	0.000	2.120	2.120	4	18	Whispering Hills Sub-Division 0.00 =3D Begin at county road A-2 go North; 0.06 =3D County road A-2A right; 2.12 =3D End county road at private dr= ive
&n= bsp;	Subtotal		4.200

A-006 (Whisper)	0.000	0.280	0.280	5	20	0.00 =3D Begin @ State. Rte.= A go; 0.28 =3D End Co. Rd. @ Dead End

A-008	0.000	0.250	0.250	5	20	Whis= pering Hills Sub-Division 0.00 =3D Begin at junction state A go NE; 0.05 =3D County road A-8A right; 0.09 =3D county road A-8B left; 0.25 = =3D End county road A-8 at dead end
A-00= 8A	0.000	0.120	0.120	4	14	Whispering Hills Sub-Division 0.00 =3D Begin county road at county road A-8 go SE; 0.12 =3D End county road A-8A at dead end
A-00= 8B	0.050	0.120	0.070	4	16	Whispering Hills Sub-Division 0.00 =3D Begin type 4 go NW; 0.17 =3D End county road A-8B at junction county road A-2A
A-00= 8B	0.000	0.050	0.050	5	20	Whispering Hills Sub-Division 0.00 =3D Begin at county road A-8 go NW; 0.05 =3D End type 5 surface
A-0= 08E	0.000	0.083	0.083	4	20	New inventory=
&n= bsp;	Subtotal		0.573

A-009(Whisper)	0.000	0.270	0.270	4	18	0.00 =3D Begin Co. Rd. @ Sta= te Rte. A go SW; 0.27 =3D End Co. Rd. @ A-6

A-01= 1	0.000	0.250	0.250	5	20	Whispering Hills Sub-Division 0.00 =3D Begin at state route A go East and Northeast;= 0.25 =3D End county road A-11 at dead end and private drive

A-014	0.000	0.910	0.910	4	14	Whisp= ering Hills Sub-Division 0.00 =3D Begin at state route A go Northeast; 0.11 =3D Country road A-14C right; 0.91 =3D End country road A-14 at ju= nction county road A-15
A-01= 4C	0.000	0.230	0.230	4	16	Whispering Hills Sub-Division 0.00 =3D Begin at county road A-14 go SE; 0.23 =3D End county road A-14C at county road A-15C
&nb= sp;	Subtotal		1.140
ROA= D	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
A-0= 15	0.000	0.860	0.860	4	14	Whispering Hills Sub-Division 0.00 =3D Begin at state route A go Northeast; 0.17 =3D Junction county road A-15C left; 0.86 =3D End county road A-15 county road A-14
A-01= 5C	0.000	0.040	0.040	4	16	Whispering Hills Sub-Division 0.00 =3D Begin at county road A-14C go SE; 0.04 =3D End county road A-15C at county road A-15
&n= bsp;	Subtotal		0.900

A-017	0.000	0.350	0.350	4	20	0.00 =3D Begin @ Jct. Co. Rd= s. V-17 & A-17D go North; 0.35 =3D End Co. Rd. @ State. Rte. A
A-01= 7D	0.000	2.150	2.150	4	16	0.00 =3D Begin @ Jct. Co. Rds. A-17 & V-17 go NW; 0.93 =3D Low water Bridg= e; 1.13 =3D paved Ford; 2.15 =3D Low water Bridge
&n= bsp;	Subtotal		2.500

A-020	0.000	1.120	1.120	4	18	0.00= =3D Begin Co. Rd. @ Jct. A-28 & E-20 go NW; 0.89 =3D Low water Bridge; 1.12 =3D End co. Rd. @ Jct. State Rte. A

A-023	0.000	2.160	2.160	4	14	0.00= =3D Begin at state route A go North; 2.10 =3D Low water bridge; 2.16 =3D End at county road 54-65 left and right

A-028	0.000	1.310	1.310	4	18	0.00= =3D Begin @ Jct. Co. Rds. A-20 & E-20 go East & North; 0.95 =3D Low water Bridge; 1.31 =3D End Co. Rd. @ Jct. State A

A-033(Lake R	0.000	3.450	3.450	5	18	0.00= =3D Begin at state A go North; 0.73 =3D Junction state park road (Ozark Caverans ro= ad route); 1.38 =3D Paved ford; 1.76 =3D Enter Missouri state park boundary;= 2.08 =3D Junction county road 54-65 Lt.; 3.45 =3D End county road at private road = and county road A
A-03= 3N	0.000	0.270	0.270	4	14	0.00 =3D Begin county road at junction A-33 and private road go NE; 0.27 =3D End county road dead ends at lake
&n= bsp;	Subtotal		3.720

A-035	0.000	2.010	2.010	4	16	0.00= =3D Begin @ State Rte. A go South; 1.73 =3D Low water Bridge; 1.92 =3D paved Ford; 2.01 =3D End Co. Rd. @ Jct. Co. Rds. E-24 & E-35 Ahd.

A-042	0.000	2.840	2.840	4	18	0.00= =3D Begin at state route A go North; 0.97 =3D Enter Missouri state park boundary; 1.75 =3D End state park boundary; 2.84 =3D End county road at Miller co= unty line

A-057	0.000	1.610	1.610	4	16	0.00 =3D Begin at state rout= e A go NE and NW; 1.61 =3D End county road at junction state route A

A-06= 2	0.000	2.120	2.120	4	18	0.00 =3D Jct. State Rte. A go South; 0.64 =3D Jct. Co. Rd. E-27 Rt.; 2.12 =3D End Co. Rd. A-62 @ Jct. Co. Rds. 7-65 Lt. & A-65 Lt.

ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
A-0= 65	0.000	1.010	1.010	4	16	0.00 =3D Jct. Co. Rd. 7-65 Rt. & A-62 go NE; 0.21 =3D Low water Bridge; 1.01 =3D End Co. Rd. A-65 @ Jct. State Rte. E

A-072	0.000	2.700	2.700	4	18	0.00= =3D Jct. Co. Rd. A-72F & Co. Rd. A-92; 2.02 =3D Paved Ford; 2.70 =3D End Co. Rd. @ Jct. State Rte. A
A-0= 72F	0.000	1.580	1.580	4	16	0.00 =3D Begin @ Private Home; 0.40 =3D Jct. Co. Rd. A-96F Rt; 1.58 =3D End Co. Rd. @ Jct. Co. Rds A-72 Lt & A-92 Rt.
&n= bsp;	Subtotal		4.280

A-077	0.000	3.920	3.920	4	20	0.00= =3D Jct. State Rte. A go North & south East; 0.82 =3D Jct. Co. Rd. A-77A Lt. ;= 1.35 =3D paved Ford; 1.56 =3D Low water Bridge; 2.99 =3D Low water Bridge; 3.9= 2 =3D End Co. Rd. @ Pulaski Co. Line
A-07= 7A	0.000	2.650	2.650	4	16	0.00 =3D Miller & Camden Co. Line go South; 0.67 =3D Jct. Co. Rd. C-36D Rt= ; 1.60 =3D paved Ford; 1.73 =3D paved Ford; 2.00 =3D Jct. Co. Rd. C-36A; 2.65 =3D En= d Co. Rd. A-77 Lt. & Rt.
&n= bsp;	Subtotal		6.570

A-086	0.000	1.910	1.910	4	18	0.00= =3D Jct. State A go East & South; 1.91 =3D End Co. Rd. @ Jct. Co. Rds. A-89 Rt. & Lt. & Co. Rd. A-100

A-089	0.000	2.370	2.370	4	18	0.00= =3D Jct. State A go East & NE; 1.37 =3D Jct. Co. Rds. A-86 Lt. & Co. Rd. A= -100 Rt.; 2.37 =3D End Co. Rd. @ Pulaski Co. Line

A-092	0.000	2.630	2.630	4	16	0/00= =3D Jct. State Rte. A go North West & West; .92 =3D Paved Ford; 1.25 =3D Paved Ford; 1.36 =3D Paved Ford; 2.63 =3D Jct. Co. Rds. A-72F Lt. & Co. Rd. A-7= 2 Ahd.

A-096	0.000	4.800	4.800	4	20	0.00= =3D Jct. State Rte A go NW; 1.45 =3D Low water Bridge; 3.16 =3D Jct. Co. Rd. A-96F Lt.; 3.20 =3D Low Water Bridge; 4.74 =3D Low water Bridge; 4.80 =3D End Co. = Rd. @ Jct. Co. Rd. 7-65 Lt. & Rt.
A-09= 6F	0.000	0.820	0.820	4	18	0.00 =3D Jct. Co. Rd. A-96 go North; 0.59 =3D Paved Ford; 0.82 =3D End Co. Rd. @ Jct. Co. Rd. A-72F lt. & Rt.
&n= bsp;	Subtotal		5.620

A-100	0.000	3.410	3.410	4	16	0.00= =3D Jct. Co. Rd. A-89 & Co. Rd. A-86 go South; 0.94 =3D paved Ford; 1.24 =3D B= egin "C" Co. Line Rd. go South; 1.75 =3D End "C" Rd.; 2.03= =3D Low water Bridge; 3.01 =3D Paved Ford; 3.41 =3D End Co. Rd. @ State Rte. A

A-110	0.000	2.440	2.440	4	18	0.00= =3D Jct. State Rte. A go N.W.; 2.01 =3D Jct. Co. Rd. 7-82 Lt; 2.44 =3D End county A-110 @ private Rd.
TOTAL LENGTH A ROADS	57.433

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet003.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN<= /td>	END	LENGTH=	SURFAC= E	WIDTH<= /td>	REMA= RKS
C	0.000	0.980	0.980	4	16	0.00 =3D Begin at county road= 73-124P go West; 0.98 =3D End at Dallas and Camden county line
C (A= -100)	0.000	0.510	0.510	4	16	0.00 =3D Begin at county road 100 go South Camden and Pulaski county line; 0.51 =3D End "C" road at Camden and Pulaski county line
C (= BB-80)	0.000	0.530	0.530	4	18	0.00 =3D Begi= n at state route BB go West; ties into county road BB-80
&nb= sp;	Subtotal		2.020

C-036	0.000	1.900	1.900	4	18	0.00 = =3D Jct. State Rte. C go North; 0.57 =3D Jct. Co. Rd. C-36 A Rt.; 1.31 =3D Jct. Co= . Rd. C-36C Lt.; 1.55 =3D Jct. Co. Rd. C-36D Rt.; 1.90 =3D End Co. Rd. @ Jct. C= o. Rd. C-38
C-03= 6A	0.000	1.280	1.280	4	18	0.00 =3D Jct. Co. Rd. A-77A go West; 1.00 =3D Paved Ford; 1.28 =3D End Co. Rd. @ Jct. Co. Rd. C-36 Lt. & Rt.
C-0= 36C	0.000	0.330	0.330	4	16	0.00 =3D Jct.= State Rte. C go East; 0.33 =3D End Co. Rd. @ Jct. Co. Rd. C-36 Lt. & Rt.
C-03= 6D	0.000	2.210	2.210	4	18	0.00 =3D Jct. Co. Rd. C-36 go East; 0.21 =3D Low water Bridge; 2.21 =3D End Co. Rd. @ Jct. A-77A Lt. & Rt.
&nb= sp;	Subtotal		5.720

C-038	0.000	0.700	0.700	4	14	0.00 = =3D Jct. State Rte. C go East & North; 0.28 =3D Jct. Co. Rd. C-36 Rte.; 0.69 N= atural Ford; 0.70 =3D End Co. Rd. C-38 @ Miller Co. Line

TOTAL LENGTH C ROADS	8.440

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet004.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
D-0= 75	0.000	0.350	0.350	5	12	0.00 =3D Begi= n at state route D go West and North loop drive; 0.35 =3D End at D-75 loop tie-in

D-076C	0.000	0.077	0.077	5	20	New inventory

D-133	0.000	2.150	2.150	4	16	0.00 = =3D Begin at state route D go East and SE (state park boundary) (0.78 =3D End state pa= rk boundadry); 2.15 =3D End county road at junction D-133H and 5-133
D-1= 33H	0.000	0.410	0.410	4	14	0.00 =3D Begi= n at county road 133 go North; 0.41 =3D End county road at county road 5-106
&nb= sp;	Subtotal		2.560

D-144	0.000	2.390	2.390	4	14	0.00 = =3D Begin at county road D-148 and 5-148 go North; 0.72 =3D Low water bridge and enters state park boundary; 2.39 =3D End county road D-144 at state route D

D-146	0.000	0.190	0.190	5	22	0.00 =3D Begin at state D go = NW; 0.18 =3D D-146 loop tie-in left; 0.19 =3D End type 5 surface
D-14= 6	0.190	0.780	0.590	4	12	0.19 =3D Begin type 4 surface; 0.30 =3D End state park area; 0.84 =3D Loop tie-in; 0.97 =3D End at loop tie-in
&nb= sp;	Subtotal		0.780

D-148	0.000	2.210	2.210	4	20	0.00 = =3D Begin at junction county roads 5-148 and D-144 go NW; 1.21 =3D Enter Missouri stat= e park boundary; 1.21 =3D Continue county road D-148
D-14= 8	2.210	2.510	0.300	5	20	2.21 =3D Begin Type 5 surface road; 2.21 =3D End state park boundary; 2.51 =3D End county road D-148 at junction state route D
&nb= sp;	Subtotal		2.510

D-150	0.000	0.190	0.190	4	12	0.00 =3D Begin at county road= D-148 West; 0.19 =3D End county road at state park area

D-156	0.000	0.190	0.190	4	16	0.00 =3D Begin at state route= D go Northwest; 0.19 =3D End at private road

D-160	0.000	0.780	0.780	4	18	0.00 =3D Begin at state route= D go NW; 0.63 =3D D-160F right; 0.78 =3D End at private drives
D-1= 60F	0.000	0.230	0.230	4	12	0.00 =3D Begi= n at D-160 go NE; 0.23 =3D End at private road
&nb= sp;	Subtotal		1.010

D-164	0.000	0.460	0.460	4	16	0.00 =3D Begin at state route= D go NW and South; 0.46 =3D End at private roads
D-1= 64C Lp.	0.000	1.130	1.130	5	20	New inventory=
D-1= 64C Lp. 1	0.000	0.090	0.090	4	20	New inventory=
&nb= sp;	Subtotal		1.680

ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
D-16= 8	0.000	0.740	0.740	4	12	0.00 =3D Begin at state route D go SE, enter state park boundary; 0.74 =3D End county road and state park boundary at private drive

D-172	0.000	0.960	0.960	4	12	0.00 =3D Begin at state route= D go NW; 0.98 =3D End at private drive

D-175	0.000	0.900	0.900	4	12	0.00 =3D Begin at junction st= ate route D go NE; 0.90 =3D End at private road

D-177	0.000	0.530	0.530	4	12	0.00 =3D Begin at junction st= ate route D go; 0.53 =3D End county road at private drive

D-178	0.000	2.280	2.280	4	16	0.00 =3D Begin at state route= D go NW; 2.17 =3D D-178W right; 2.28 =3D End at private drive
D-1= 78W	0.000	0.430	0.430	4	12	0.00 =3D Begi= n at D-178 go East; 0.43 =3D End at dead end
&nb= sp;	Subtotal		2.710

D-183	0.000	0.780	0.780	4	14	0.00 =3D Begin at junction st= ate D go NE; 0.78 =3D End county road at private road

D-187	0.000	4.900	4.900	4	16	0.00 = =3D Begin at U-110 go East and SE; 0.01 =3D Bridge; 0.16 =3D Low water bridge; 0.62 = =3D D-187W right; 2.45 =3D D-187M right; 3.31 =3D D-187K right; 4.55 =3D D-187C righ= t; 4.90 =3D End at state route D
D-1= 87C	0.000	2.530	2.530	4	14	0.00 =3D Begi= n at D-187 go SW; 2.63 =3D End at dead end at Laclede county line
D-18= 7K	0.000	1.100	1.100	4	16	0.00 =3D Begin at D-187 go SW; 1.10 =3D End at private roads 0.00 =3D Begin at= D-187 go SW; 0.58 =3D End at private roads 0.00 =3D Begin at D-187 go SW; 0.18 =3D= End at dead end
D-1= 87M	0.000	0.580	0.580	4	14	0.00 =3D Begin at D-187 go SW; 0.= 58 =3D End at private roads
D-1= 87W	0.000	0.180	0.180	4	12	0.00 =3D Begi= n at D-187 go SW; 0.18 =3D End at dead end
&nb= sp;	Subtotal		9.290

TOTAL LENGTH D ROADS	27.647

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet005.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
E-02= 0	0.000	4.840	4.840	4	18	0.00 =3D Begin @ State Rte. E go NW; 4.84 =3D End @ Co. Rd. A-28 Rt. & Co. Rd. A-20 (E-20 Jct. Y @ Rte. E)

E-024	0.000	2.890	2.890	4	16	0.00 = =3D Begin Co. Rd. @ Jct. Co Rds. E-35 & A-35 go West & South; 0.01 =3D Bridge; 2.89 =3D End @ State Rte. E

E-027	0.000	3.510	3.510	4	16	0.00 = =3D Jct. State Rte. E go East; 1.45 =3D paved Ford; 3.51 =3D End Co. Rd. E-27 @ Jct. Co. Rd. A-62 Lt. & Rt.

E-035	0.000	1.760	1.760	4	14	0.00 = =3D Begin @ Jct. Co. Rds. A-35 & E-24 go South & East; 1.76 =3D End Co. Rd. @ Jct. State Rte. E.

TOTAL LENGTH E ROADS	13.000

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet006.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
F-0= 01	0.000	0.540	0.540	4	22	0.00 =3D Begi= n at state route F go West; 0.54 =3D F-10R left; 1.15 =3D End at private roads

F-002	0.000	0.540	0.540	4	18	0.00 = =3D Begin estate route F go East; 0.54 =3D End private drive 0.00 =3D Begin at stat= e route F go SW; 1.07 =3D End at private road 0.00 =3D Begin at state route F go = East; 0.08 =3D county road F-8B left

F-003	0.000	1.070	1.070	4	20	0.00 =3D Begin at state route= F go SW; 1.07 =3D End at private road

F-005	0.000	0.080	0.080	5	20	0.00 =3D Begin at state route= F go East; 0.08 =3D county road F-8B left

F-008	0.080	1.360	1.280	4	20	0.08 = =3D Begin at type 4 surface; 0.26 =3D F8-F left; 1.36 =3D Low water bridge, end county road F-8 at F-12-P
F-0= 08	0.000	0.750	0.750	5	20	0.00 =3D Begi= n at F-8 go NE; 0.75 =3D End at Sunrise point private drive
F-00= 8B	0.000	1.890	1.890	4	20	0.00 =3D Begin at county road F-8 go NE; 0.70 =3D County road F-8FG left; 1.89 =3D End at private drive
F-0= 08F	0.000	0.260	0.260	4	18	0.00 =3D Begi= n at state route FF go West; 0.26 =3D End at private road
&nb= sp;	Subtotal		4.180

F-010	0.000	0.540	0.540	4	20	0.00 =3D Begin at F-10 go Sou= th; 0.16 =3D End at private drive
F-0= 10R	0.000	0.160	0.160	4	20	0.00 =3D Begi= n at F-10R go south; 0.16 =3D End at private drive
F-01= 0RD	0.000	3.170	3.170	5	20	0.00 =3D Begin at state route F go East; 0.96 =3D F-12M right; 1.12 =3D F-12P left; 1.54 =3D F-12S left; 2.78 =3D F-12W left; 3.17 =3D End at private drive= s
&nb= sp;	Subtotal		3.870

F-012	0.000	0.300	0.300	5	18	0.00 =3D Begin at F-12 go Sou= th; 0.30 =3D End type 5
F-0= 12M	0.300	0.520	0.220	4	16	0.30 =3D Begi= n type 4; 0.52 =3D End at private roads
F-0= 12M	0.000	0.150	0.150	4	20	0.00 =3D Begi= n at county road F-8 go East; 0.15 =3D End type 4 surface
F-0= 12-P	0.150	0.390	0.240	5	20	0.15 =3D Begi= n type 5 surface; 0.39 =3D End type 5 surface
F-0= 12-P	0.390	0.930	0.540	4	20	0.39 =3D Begi= n type 4 surface, go South; 0.94 =3D End at county road F-12
F-0= 12-P	0.000	1.270	1.270	4	20	0.00 =3D Begi= n at F-12 go NE; 0.15 =3D F-12SB left; 1.27 =3D End at private drive
F-0= 12S	0.000	0.300	0.300	4	24	0.00 =3D Begi= n at F12-S go NE; 0.30 =3D End at private roads
F-0= 12-SB	0.000	0.330	0.330	4	18	0.00 =3D Begi= n at F-12 go NE; 0.33 =3D End at private drive
F-0= 12W	0.000	0.560	0.560	4	20	0.00 =3D Begi= n at state route F go; 0.56 =3D End at private drive
&nb= sp;	Subtotal		3.910

F-013	0.000	0.960	0.960	5	20	0.00 =3D Begin at state route= F go SE; 0.96 =3D End at private drive
ROA= D	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS

F-015	0.000	0.840	0.840	4	18	0.00 =3D Begin at state route= F go West; 0.84 =3D End at junction county road 5-47

F-FG	0.000	0.100	0.100	4	20	0.00 =3D Begin at state route= F go North; 0.10 =3D End at state route TT

TOTAL LENGTH F ROADS	16.090

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet007.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
H-04= 0	0.000	0.760	0.760	4	16	0.00 =3D Jct. State Rte. H go North; 0.76 =3D End Co. Rd. @ Jct. Co. Rds. BB-40 & Co. Rd. T-35 Rt.

H-053	0.000	1.310	1.310	4	14	0.00 = =3D Jct. State Rte. H go West & North; 0.03 =3D Jct. Co. Rd. H-60 Lt.; 1.31 =3D End Co. Rd. @ Jct. State Rte. H

H-054	0.000	1.490	1.490	4	18	0.00 =3D Begin at state route= A go North; 1.49 =3D End county road at dead end and private drive

H-057	0.000	0.330	0.330	4	12	0.00 =3D Jct. State Rte. H go= South; 0.33 =3D End Co. Rd. @ Jct. Co. Rd. H-53

H-060	0.000	2.030	2.030	4	20	0.00 = =3D Lacklede Co. Line & Co. Rd. J.J. 256 & Camden Co. Line go North; 1.27 =3D = Jct. Co. Rd. T-80 Rt. & Lt.; 2.03 =3D End Co. Rd. @ Jct. Co. Rd. H-53

H-112	0.000	2.450	2.450	4	14	0.00 = =3D Jct. ELM Street & North City Limits, City of Stoutland; 0.25 =3D Jct. Co. Rd. T-112 Lt.; 0.26 =3D paved Ford; 2.34 =3D paved Ford; 2.45 =3D End C= o. Rd. @ Co. Rds. T-23 Rt. T-45 Lt.

H-116	0.000	2.400	2.400	4	12	0.00 = =3D Jct. Co. Rd. T-23 go East & South; 0.05 =3D Natural Ford; 2.40 =3D End Co. Rd. @ Jct. State Rte. H

H-120	0.000	2.000	2.000	4	20	0.00 = Jct. Co. Rds. H-128 Lt. & Co. Rd. 7-120 go South; 2.00 =3D End Co. Rd. @ Jct. State Rte. H

H-124	0.000	0.410	0.410	4	10	0.00 =3D Jct. State Rte. H go= N & S (Loop Rd); 0.41 =3D End Co. Rd. @ State Rte. H (Tie in)

H-126	0.000	0.750	0.750	4	16	0.00 = =3D Jct. State Rte. H go E & N; 0.49 =3D Jct. Co. Rd. H-142 Rt.; 0.75 =3D End Co. Rd. @ Jct. State Rte. H

H-128	0.000	3.120	3.120	4	20	0.00 = =3D Jct. State H & Co. Rd. 7-130 Rt. Go West; 0.64 =3D Bridge; 1.63 =3D Bridge= ; 2.54 =3D paved Ford; 3.12 =3D End Co. Rd. @ Jct. Co. Rds. H-120 Lt. & 7-120 Rt.

H-140	0.000	0.350	0.350	4	18	0.00 =3D Jct. State Rte. H go= North; 0.35 =3D End Co. Rd. @ Jct.= State Rte. 7

H-142	0.000	1.500	1.500	4	16	0.00 =3D Jct. Co. Rd. H-126 g= o East; 1.50 =3D End Co. Rd. @ Jct.= State Rte. H

TOTAL LENGTH H ROADS	18.900

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet008.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
J-06= 4	0.000	0.180	0.180	4	18	0.00 =3D Begin at state route J go NE; 0.11 =3D 54-92 route; 0.18 =3D End at private roads (left and right)

J-085	0.000	0.640	0.640	4	14	0.00 =3D Begin at J-100 go Ea= st; 0.06 =3D Natural ford; 0.64 =3D End at state route J

J-090	0.000	3.180	3.180	4	14	0.00 = =3D Begin at junction AA-99 and JJ-99 go South and West; 0.26 =3D Natural ford; 1.44 =3D 54-90 left; 2.09 =3D Paved ford; 3.18 =3D End at state route J=

J-096	0.000	0.500	0.500	4	14	0.00 =3D Begin at state route= J go East; 0.50 =3D End at dead end

J-099	0.000	1.490	1.490	4	18	0.00 = =3D Begin at junction county roads AA-99 and J-90 go West and SW; 1.49 =3D End at state route J

J-100	0.000	4.990	4.990	4	18	0.00 = =3D Begin at state J go SW; 0.76 =3D Paved ford; 1.55 =3D J-85 left; 3.61 =3D N-100E right; 4.99 =3D End at city limit Mack Creek

J-103	0.000	4.760	4.760	4	20	0.00 = =3D Begin at state route J go NE; 2.34 =3D Paved ford; 3.24 =3D J-103E left; 3.61 =3D = J-103K right, J-103I left; 4.32 =3D J-103K right tie-in; 4.76 =3D End at private= drives
J-1= 03E	0.000	1.150	1.150	4	16	0.00 =3D Begi= n at J-103 West; 1.15 =3D End at dead end
J-1= 03I	0.000	1.650	1.650	4	16	0.00 =3D Begi= n at J-103 go West; 0.23 =3D J-103IH left; 1.65 =3D End at J-103I loop tie-in
J-1= 03IH	0.000	0.610	0.610	4	12	0.00 =3D Begi= n at J-103I go North; 0.61 =3D End at private drive
J-1= 03K	0.000	1.120	1.120	4	16	0.00 =3D Begi= n at J-103 go; 1.12 =3D End at J-103
&nb= sp;	Subtotal		9.290

J-105	0.000	1.210	1.210	4	16	0.00 =3D Begin at J-107 go SE= ; 1.21 =3D End at state route J

J-120	0.000	0.960	0.960	4	20	0.00 =3D Begin at state J go = SE; 0.25 =3D Low water bridge; 0.96 =3D End at private road

TOTAL LENGTH J ROADS	22.440

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet009.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
N-10= 7	0.000	4.840	4.840	4	22	0.00 =3D Begin at state route N go NE; 0.14 =3D N-150 left; 1.04 =3D N-107E right; 1.69 =3D N-155 left; 4.83 =3D J-105 right; 4.84 =3D End at state route = J
N-1= 07E	0.000	1.000	1.000	4	18	0.00 =3D Begi= n at N-107 go SE; 1.00 =3D End at J-100
&nb= sp;	Subtotal		5.840

N-150	0.000	1.600	1.600	4	18	0.00 =3D Begin at state route= N go South; 1.60 =3D End at N-107

N-158	0.000	1.590	1.590	4	14	0.00 = =3D Begin at state route N go SE; 0.03 =3D Paved ford; 0.07 =3D Paved ford; 1.12 =3D N-158N left; 1.59 =3D End N-107
N-1= 58N	0.000	1.750	1.750	4	16	0.00 =3D Begi= n at N-158 go North; 1.75 =3D End at dead end
&nb= sp;	Subtotal		3.340

N-162	0.000	0.280	0.280	4	14	0.00 =3D Begin at N go North;= 0.07 =3D Paved ford; 0.21 =3D Paved ford; 0.28 =3D End at private road

N-165	0.000	3.430	3.430	4	22	0.00 = =3D Begin at junction 7-23 and 7-23S go SW; 0.88 =3D Low water bridge; 1.20 =3D Low wa= ter bridge; 2.89 =3D Bridge; 3.13 =3D Natural ford; 3.43 =3D End at state rou= te N

N-166	0.000	0.990	0.990	4	22	0.00 =3D Begin at junction NN= -166 go SE; 0.56 =3D N-166R right; 0.99 =3D End at state route N
N-1= 66R	0.000	1.800	1.800	4	22	0.00 =3D Begi= n at N-166 go South; 1.45 =3D Paved ford; 1.80 =3D End at NN-145
&nb= sp;	Subtotal		2.790

TOTAL LENGTH N ROADS	17.280

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet010.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
O-1= 10	0.000	1.610	1.610	4	16	0.00 =3D Begi= n at state route O go SE; 1.61 =3D End at 54-98

O-115	0.000	0.890	0.890	4	14	0.00 =3D Begin at state route= O go East; 0.50 =3D Paved ford; 0.89 =3D End at dead end private drive

O-120	0.000	3.700	3.700	4	18	0.00 =3D Begin at state route= O go West; 1.35 =3D Low water bridge; 3.70 =3D End at state route 73

O-121	0.000	0.750	0.750	4	18	0.00 =3D Begin at 54-98 go We= st; 0.75 =3D End at state route O
&nb= sp;
O-1= 35	0.000	0.740	0.740	4	16	0.00 =3D Begi= n at 54-98 go West, South, and West; 0.74 =3D End state route O
O-13= 5A	0.000	0.920	0.920	4	16	0.00 =3D Begin at junction state route O and county road O-135 go South; 0.92 =3D End at dead end private drive
&nb= sp;	Subtotal		1.660

TOTAL LENGTH O ROADS	8.610

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet011.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
P-8= 0	0.000	2.820	2.820	4	20	0.00 =3D Begin county road at BB-80 go West; 2.65 =3D Junction county road P-8= 4 route; 2.67 =3D Junction county road P-83 route; 2.82 =3D End county road at sta= te route P

P-83	0.000	0.220	0.220	4	18	0.00 =3D Begin at junction st= ate route P go South; 0.22 =3D End county road at county road P-80

P-84	0.000	0.260	0.260	4	14	0.00 =3D Begin county road P-= 80 go North; 0.26 =3D End county road at state route P

TOTAL LENGTH P ROADS	3.300

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet012.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
T-1= 12	0.000	0.170	0.170	4	14	0.00 =3D Jct.= State Rte. T go East; 0.17 =3D End Co. Rd. @ Jct. Co. H-112

T-020	0.000	2.720	2.720	4	18	0.00 = =3D Jct. State Rte. T go West & NW; 0.49 =3D Low water Bridge; 2.66 =3D Bridge= ; 2.72 =3D End Co. Rd. @ Jct. Co. Rds. BB-20 Lt. & Co. Rd. 7-68

T-023	0.000	3.710	3.710	4	16	0.00 = =3D Jct. State Rte. T go South; 1.10 =3D Natural Ford; 3.30 =3D Paved Ford; 3.59 = =3D Jct. Co. Rd. H-116 Lt.; 3.71 =3D End Co. Rd. @ Jct. Co. Rds. T-45 Rte. H-112 L= t.

T-028	0.000	1.100	1.100	5	16	0.00 = =3D Jct. Co. Rds. BB-28 & Co. Rd. T-28I Rt. Go East; 0.89 =3D Bridge; 1.110 =3D End Co. Rd. @ Jct. State Rte. T
T-02= 8I	0.000	1.790	1.790	4	14	0.00 =3D Jct. Co. Rd. T-28 go South & West; 1.79 =3D End Co. Rd. @ Jct. Co. Rd. BB-40 Lt. & Rt.
&nb= sp;	Subtotal		2.890

T-035	0.000	2.740	2.740	4	18	0.00 = =3D Jct. Rd. H-40 Rt. & BB-40 Lt. go East & North; 1.62 =3D paved Ford; 2.74 =3D End Co. Rd. @ Jct. State Rte. T

T-045	0.000	0.690	0.690	4	16	0.00 =3D Jct. Co. Rds. H-112 = & co. Rd. T-23 go West; 0.69 =3D End Co. Rd. @ Jct. State Rte. T

T-080	0.000	2.880	2.880	4	18	0.00 = =3D Jct. State Rte. T go West; 1.82 =3D Jct. Co. Rd. H-60 Lt. & Rt.; 2.88 =3D = End Co. Rd. @ Lacklede Co. Line

TOTAL LENGTH T ROADS	15.800

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet013.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
U-0= 87	0.000	1.310	1.310	5	20	0.00 =3D Begi= n at state route U go NE; 1.31 =3D End at 54-87

U-098	0.000	2.140	2.140	5	20	0.00 =3D State route U go Wes= t; 2.14 =3D End at state route 54

U-107	0.000	0.480	0.480	4	16	0.00 =3D Begin at state route= U go SW; 0.48 =3D End at U-110

U-108	0.000	0.660	0.660	4	22	0.00 =3D Begin at state U go = SW; 0.66 =3D End at dead end (private drive)

U-109	0.000	1.000	1.000	4	16	0.00 =3D Begin at state route= U go North; 1.00 =3D End at dead end private drive

U-110	0.000	4.400	4.400	4	16	0.00 = =3D Begin at state route U go South and West; 0.90 =3D 54-98W left; 0.91 =3D Paved for= d; 1.04 =3D Paved ford; 1.60 =3D U-107 right; 2.84 =3D paved ford; 3.61 =3D Natural ford; 4.40 =3D End at 54-98

TOTAL LENGTH U ROADS	9.990

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet014.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
V-04=	0.000	0.930	0.930	4	20	0.00 =3D Begin Co. Rd. @ State Rte. V go NE; 0.92 =3D Natural Ford; 0.93 =3D End Co. Rd. @ private Rd. Lt. & Rt.
V-0= 4A	0.000	0.412	0.412	4	20	New inventory=
V-0= 4AC	0.000	0.238	0.238	4	20	New inventory=
V-0= 4AF	0.000	0.135	0.135	4	15	New inventory=
V-0= 4AF	0.000	0.135	0.135	4	15	New inventory=
&nb= sp;	Subtotal		1.850

V-09	0.000	0.490	0.490	4	20	New inventory

V-10	0.000	0.309	0.309	4	20	New inventory

V-12	0.000	0.200	0.200	4	12	0.00 =3D Begin @ State Rte. V= go Southwest; 0.20 =3D End Co. Rd. @ Dead End
V-1= 2 (Chandl	0.200	0.470	0.270	4	20
&nb= sp;	Subtotal		0.779

V-17	0.000	2.820	2.820	4	20	0.00 = =3D Begin @ State Rte. V go North; 1.81 =3D Jct. Co. Rd. V-17M Lt.; 2.82 =3D End Co. Rd. @ Jct. Co. Rds. A-17D Lt. & A-17
V-1= 7M	0.000	1.180	1.180	4	16	0.00 =3D Begi= n @ Co. Rd. V-17 go West; 1.18 =3D End Co. Rd. @ Private Dr.
&nb= sp;	Subtotal		4.000

TOTAL LENGTH V ROADS	7.428

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet015.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
W-11= 9	0.000	1.750	1.750	5	20	0.00 =3D Begin at state route W go SW; 0.70 =3D Spur W-119 left; 0.93 =3D 54-1= 19P right; 1.27 =3D 54-119Q right; 1.75 =3D End at state route 54

W-120	0.000	0.750	0.750	4	12	0.00 =3D Begin at state route= W go SW; 0.31 =3D city street right; 0.75 =3D End at private roads

W-124	0.000	0.290	0.290	4	14	0.00 =3D Begin at state route= W go N and S; 0.29 =3D End at loop tie-in (W-124)

W-125	0.000	0.670	0.670	4	12	0.00 =3D Begin at state route= W go NW; 0.07 =3D Bridge; 0.67 =3D End at private drive
W-1= 25	0.000	0.700	0.700	4	20	Extension of = existing inventory
&nb= sp;	Subtotal		1.370

W-142	0.000	3.230	3.230	4	20	0.00 = =3D Begin at state route W go North; 2.72 =3D Low water bridge; 3.22 =3D W-142G left; 3.23 =3D Natural ford, end 20' width
W-14= 2	3.230	5.920	2.690	4	16	3.23 =3D Begin 16' width; 3.81 =3D W-142H left; 3.97 =3D Low water bridge; 4.7= 9 =3D Low water bridge; 5.79 =3D NN-145 left; 5.91 =3D Low water bridge; 5.92 =3D E= nd 16 ' width
W-1= 42	5.920	8.300	2.380	4	20	5.92 =3D Begi= n 20' width; 8.30 =3D End at state route N
W-14= 2G	0.000	1.290	1.290	4	20	0.00 =3D Begin at W-142 go West; 0.33 =3D W-142H right; 1.10 =3D Low water bri= dge; 1.29 =3D End at Hickory county line
W-1= 42H	0.000	0.770	0.770	4	18	0.00 =3D Begi= n at W-142G go NE; 0.77 =3D End at W-42
&nb= sp;	Subtotal		10.360

W-143	0.000	2.430	2.430	4	20	0.00 =3D Begin at state route= W go South; 2.43 =3D End at state route 54

TOTAL LENGTH W ROADS	16.950

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet016.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
Y-0= 1	0	0.516	0.52	5	20	New inventory=

Y-17	0	1.08	1.08	5	18	0.00 =3D Begin at state route= Y go NE; 0.05 =3D County road Y-17C left; 1.08=3D End at dead end
Y-1= 7C	0	0.82	0.82	4	18	0.00 =3D Begi= n at Y-17 go North and East; 0.82 =3D End at private road
&nb= sp;	Subtotal		1.900

Y-18	0	0.798	0.80	5	20	New inventory

Y-30	0	1.13	1.13	4	20	0.00 = =3D Begin at end state "Y" maint. And county road Y-40 go South SW; 0.84 =3D County road Y-30H left; 1.13 =3D End at lake (Old Linn Creek)<= /td>
Y-3= 0H	0	0.38	0.38	4	14	0.00 =3D Begi= n at county road Y-30 go South; 0.38 =3D End at loop tie-in
&nb= sp;	Subtotal		1.510

Y-40	0	0.15	0.15	5	16	0.00 =3D Begin at county road= Y-40 go NE; 0.15 =3D End at private drive
Y-4= 0	0	1.49	1.49	5	16	0.00 =3D Begin at end state "Y" maint. and county road Y-30 go North= ; 0.02 =3D County road Y-49 left; 0.45 =3D County road Y-40E left; 0.83 =3D Coun= ty road Y-40R left; 1.49 =3D End at dead end street
Y-4= 0C	0	0.409	0.41	5	20	New inventory=
Y-4= 0E	0	0.79	0.79	5	14	0.00 =3D Begin at Y-40 go NW; 0.45 =3D County road Y-40EC left; 0.58 =3D Count= y road Y-40EH route; 0.67 =3D County road Y-40EK left; 0.79 =3D End at private r= oads left and right
Y-4= 0EC	0	0.52	0.52	4	20	0.00 =3D Begi= n at Y-40E go West; 0.552 =3D End at dead end
Y-4= 0EH	0	0.285	0.29	5	20	Extension of = existing inventory
Y-40= -EH	0	0.2	0.20	5	18	0.00 =3D Begin at Y-40E go North; 0.16 =3D Y-40R right; 0.20 =3D End private drive (Hickory Grove Resort)
Y-4= 0EK	0	0.16	0.16	5	18	0.00 =3D Begi= n at Y-40E go NW; 0.16 =3D End at private roads left and right
Y-4= 0H	0	0.26	0.26	4	14	0.00 =3D Begi= n at Y-40 go East; 0.26 =3D End at private roads
Y-4= 0LC	0	0.06	0.06	5	12	0.00 =3D Begi= n at Y-40L go East; 0.06 =3D End at private drive
Y-4= 0R	0	0.56	0.56	5	18	0.00 =3D Begi= n at Y-40EH go East; 0.56 =3D Y-40RE and end type 5 surface
Y-4= 0R	0.56	0.71	0.15	4	18	0.56 =3D Begi= n type 4 surface go Easte; 0.71 =3D End at county Y-40
Y-4= 0RE	0	0.01	0.01	4	12	0.00 =3D Begi= n at Y-40R go North; 0.01 =3D End type 4 surface
Y-4= 0RE	0.01	0.07	0.06	5	8	0.01 =3D Begi= n type 5 surface go North; 0.07 =3D End at dead end
Y-4= 0U	0	0.112	0.11	4	15	New inventory=
&nb= sp;	Subtotal		5.216



ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
Y-4= 9	0	0.7	0.07	5	20	0.00 =3D Begin at county road Y-40 go NW; 0.13 =3D County road Y-49A left; 0.1= 5 =3D Y-49B route; 0.70 =3D County road Y-49 at junction county roads Y-49R lef= t, Y-49L right, and Y-49D Ahd.
Y-4= 9A	0	0.63	0.63	5	18	0.00 =3D Begi= n at Y-49 go SW; 0.63 =3D End type 5 surface
Y-4= 9A	0.63	0.99	0.36	4	14	0.63 =3D Begi= n type 4 surface; 0.99 End at private rods and cemetery (Old Linn Creek Memorial)<= /td>
Y-4= 9B	0	1.45	1.45	5	18	0.00 =3D Begi= n Y-49 go NW; 1.45 =3D End at loop tie-in
Y-4= 9BC	0	0.266	0.27	5	20	New inventory=
Y-4= 9BC1	0	0.155	0.16	5	20	New inventory=
Y-4= 9D	0	0.63	0.63	4	18	0.00 =3D Begi= n at Y-49 go NW; 0.24 =3D Y-49DC left; 0.31 =3D Y-49DG; 0.63 =3D End at dead end
Y-4= 9-DC	0	0.22	0.22	4	14	0.00 =3D Begi= n Y-49D go SW; 0.22 =3D End at Y-49K
Y-4= 9DG	0	0.28	0.28	4	16	0.00 =3D Begi= n at Y-49D go West; 0.90 =3D Y-49DK right; 0.28 =3D End at private drive
Y-4= 9DK	0	0.34	0.34	4	14	0.00 =3D Begi= n at Y-49DG go North; 0.34 =3D End at loop tie- in
Y-49= K	0	0.74	0.74	5	16	0.00 =3D Begin at Y-49 go SW; 0.20 =3D County road Y-49DC right; 0.12 =3D Y-49= KD right; 0.25 =3D Y-49KD loop tie-in right; 0.27 =3D Y-49KN right; 0.38 + Y-49KN= loop tie-in right; 0.74 =3D End at private drive
Y-4= 9KD	0	0.17	0.17	4	14	0.00 =3D Begi= n at Y-49K go NW and NE; 0.17 =3D End at Y-49K = ;
Y-4= 9KN	0	0.34	0.34	5	16	0.00 =3D Begi= n at Y-49K go NW; 0.34 =3D End type 5 surface =
Y-4= 9KN	0.34	0.77	0.43	4	14	0.34 =3D Begi= n type 4 surface; 0.77 =3D End type 4 surface
Y-4= 9KN	0.77	0.9	0.13	5	16	0.77 =3D Begi= n type 5 surface; 0.90 =3D End at Y-49K
Y-49= L	0	1.29	1.29	5	18	0.00 =3D Begin at junction county road Y-49 go North; 0.55 =3D County road Y-4= 9LD left; 0.80 =3D Y-49LD loop tie-in left; 1.25 =3D End at dead end
Y-4= 9LD	0	0.31	0.31	5	18	0.00 =3D Begi= n at Y-49L go West and South; 0.31 =3D End at Y-49L
&nb= sp;	Subtotal		7.811

TOTAL LENGTH Y ROADS	17.75

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet017.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
Z-0= 2	0	6.08	6.08	5	20	Coffman Bend 0.00 =3D Begin at state route Z go North; 0.39 =3D Z-2B right; 1.51 = =3D Z-2D left; 1.83 =3D Z-2F; 3.04 =3D Z-2H right; 3.19 =3D Z-2J left; 3.30 =3D Z2= L left; 3.67 =3D Z-2N left; 3.72 =3D Z-2P right; 4.58 =3D Z-2Q right; 4.72 =3D Z-2S ri= ght; 4.80 =3D Z-2U right; 5.6
Z-0= 2	0	0.459	0.46	5	20	Extension of = existing inventory
Z-0= 2	6.08	7.85	1.77	4	20	Coffman Bend = 6.08 =3D Begin type 4 surface; 7.85 =3D End at county road Z-2Y
Z-0= 2-11	0	0.504	0.50	4	20	New inventory=
Z-0= 2-12	0	0.272	0.27	4	20	New inventory=
Z-0= 2-13	0	1.088	1.09	5	20	New inventory=
Z-0= 2-13	0	0.772	0.77	4	20	New inventory=
Z-0= 2-13K	0	0.503	0.50	4	20	New inventory=
Z-02= B	0	2.76	2.76	4	20	0.00 =3D Begin at 7-13J go West; 0.88 =3D Low water bridge; 1.08 =3D Low water bridge; 2.76 =3D End at Z-2
Z-0= 2D	0	1	1.00	4	18	0.00 =3D Begi= n at Z-2 go West; 0.88 =3D Z-2DC left; 1.00 =3D End at dead end (private drive)
Z-0= 2DC	0	0.29	0.29	4	18	0.00 =3D Begi= n at Z-2D go West; 0.29 =3D End at dead end (private drive)
Z-0= 2F	0	1.04	1.04	4	20	0.00 =3D Begi= n at Z-2 go NW; 0.58 =3D Z-2FD left; 1.04 =3D End at private roads
Z-0= 2FD	0	0.65	0.65	4	20	0.00 =3D Begi= n at Z-2F go West; 0.65 =3D End at loop tie-in
Z-02= H	0	1.44	1.44	4	20	0.00 =3D Begin at Z-2 go East; 0.51 =3D Z-2HD right and Z-2HF right; 0.78 =3D = Z-HJ right; 1.44 =3D End at private roads left and right
Z-0= 2HD	0	1.04	1.04	4	20	0.00 =3D Begi= n at Z-2H go SE; 0.56 =3D Loop tie-in right; 1.04 =3D End at loop tie-in
Z-0= 2HF	0	1.46	1.46	4	20	0.00 =3D Begi= n at Z-2H go East; 1.46 =3D End at loop tie-in
Z-0= 2HJ	0	0.45	0.45	4	18	0.00 =3D Begi= n at Z-2H go East; 0.45 =3D End at loop tie-in
Z-0= 2HK	0	0.2	0.20	5	20	New inventory=
Z-0= 2J	0	1.4	1.40	4	20	0.00 =3D Begi= n at Z-2 go NW; 1.40 =3D End at loop tie-in
Z-0= 2L	0	0.55	0.55	4	20	0.00 =3D Begi= n at Z-2 go Northwest; 0.29 =3D Z-2LD right; 0.55 =3D End at private drive
Z-0= 2LD	0	0.15	0.15	4	20	0.00 =3D Begi= n at Z-2L go NW; 0.15 =3D End at dead end and private roads
Z-0= 2N	0	0.22	0.22	4	20	0.00 =3D Begi= n at Z-2 go West; 0.22 =3D End at private roads
Z-0= 2P	0	0.87	0.87	4	20	0.00 =3D Begi= n at Z-2 go East; 0.87 =3D End at loop tie-in
Z-0= 2Q	0	1.16	1.16	4	20	0.00 =3D Begi= n at Z-2 go SE; 0.68 =3D Z-2QC right; 1.16 =3D End at loop tie-in
Z-0= 2QC	0	0.62	0.62	4	20	0.00 =3D Begi= n at Z-2Q go South; 0.62 =3D End at dead end =
Z-0= 2QC	0	0.112	0.11	4	20	Extension of = existing inventory
Z-0= 2S	0	0.78	0.78	4	20	0.00 =3D Begin at Z-2 go SE; 0.78= =3D End Z-2S loop tie-in
Z-0= 2U	0	0.65	0.65	4	20	0.00 =3D Begi= n at Z-2 SE; 0.65 =3D End at private drive
Z-0= 2W	0	0.6	0.60	4	20	0.00 =3D Begi= n at Z-2 go SE; 0.34 =3D Z-2X left; 0.60 =3D End at dead end
Z-0= 2X	0	0.77	0.77	4	18	0.00 =3D Begi= n at Z-2 go SE; 0.77 =3D End at Z-2W
Z-0= 2Y	0	1.52	1.52	5	20	0.00 =3D Begi= n at Z-2 NE; 1.52 =3D End type 5 surface
Z-0= 2Y	1.52	1.66	0.14	4	20	1.52 =3D Begi= n type 4 surface go South; 1.66 =3D End at Z-2Y loop tie-in
ROA= D	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
Z-0= 2Z	0	0.892	0.89	4	24	New inventory=
&nb= sp;	Subtotal		32.208

Z-04	0	0.58	0.58	4	14	0.00 =3D Begin at state route= Z go NE; 0.58 =3D End private road

Z-05	0	0.97	0.97	4	18	0.00 = =3D Begin at junction Z-5M and FF-5 go South; 0.06 Low water bridge; 0.21 =3D Paved fo= rd; 0.97 =3D End at junction state route Z and county road Z-10
Z-0= 5M	0	0.19	0.19	4	14	0.00 =3D Begi= n at Z-5 go SE; 0.19 =3D End at dead end
&nb= sp;	Subtotal		1.160

Z-10	0	2	2.00	4	22	0.00 = =3D Begin at junction DD-10 and Z-10N go North; 0.46 =3D Paved ford; 1.59=3D Z-10C right; 2.00 =3D End at state route Z=
Z-1= 0C	0	1.93	1.93	4	16	0.00 =3D Begi= n at Z-10 go SE; 1.93 =3D End at private road
Z-10= N	0	0.29	0.29	4	16	0.00 =3D Junction at DD-10 and Z-10 go NW; 0.01 =3D Paved ford; 0.14 =3D Z-10NA left; 0.29 =3D End county road Z-10N at Benton county l= ine
Z-1= 0NA	0	0.26	0.26	4	16	0.00 =3D Begi= n at Z-10N go SW; 0.02 =3D Natural ford; 0.26 =3D End at Benton county line
&nb= sp;	Subtotal		4.480
<= /td>
TOTAL LENGTH Z ROADS	38.43

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet018.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
AA-0= 01	0	1.96	1.96	5	18	0.00 =3D Begin at state route AA go North; 1.46 =3D AA-1M left; 1.83 =3D AA-1P route; 1.96 =3D End at dead end private road
AA-= 001M	0	0.78	0.78	4	18	0.00 =3D Begi= n at AA-1 go; 0.27 =3D Low water bridge; 0.78 =3D End at dead end
AA-= 001P	0	0.12	0.12	5	16	0.00 =3D Begi= n at AA-1 go; 0.12 =3D End at private road
&nb= sp;	Subtotal		2.860

AA-088	0	0.68	0.68	5	20	0.00 =3D Begin at state route= AA go SW; 0.68 =3D End at state route 54

AA-095	0	0.68	0.68	4	12	0.00 =3D Begin at state route= AA go West; 0.68 =3D End at dead end private drive

AA-099	0	1.58	1.58	4	18	0.00 = =3D Begin at state route AA go; 1.51 =3D Paved ford; 1.58 =3D End AA-99 at junction county road J-99 right and J-90 left

AA-101D	0	0.87	0.87	5	20	0.00 =3D Begin at AA-101 go E= ast; 0.87 =3D End type 5 surface
AA-1= 01D	0.87	1.33	0.46	4	18	0.87 =3D Begin type 4 surface SE, Niangua Army Missouri Conservation Department access road left; 1.15 =3D = AA-101DJ left; 1.33 =3D End at private roads
AA-= 101DJ	0	0.23	0.23	4	20	0.00 =3D Begi= n at AA-101D go; 0.23 =3D End at dead end private drive
&nb= sp;	Subtotal		1.560

AA-106	0	1.24	1.24	5	20	0.00 = =3D Begin at state route AA go East; 0.58 =3D AA-106P right; 0.90 =3D AA-106R left; 1.24 =3D End type 5 surface
AA-= 106	1.24	1.51	0.27	4	16	1.24 =3D Begi= n type 4 surface; 1.51 =3D End at dead end at GG Marina at lake
AA-1= 06P	0	0.56	0.56	5	20	0.00 =3D Begin at AA-106 go South; 0.53 =3D AA-106PH left and AA-106PJ right;<= br> 0.56 =3D End type 5 surface
AA-= 106P	0.56	1.11	0.55	4	16	0.56 =3D Begin type 4 surface; 1.11 =3D E= nd at dead end at private drive
AA-= 106PH	0	0.72	0.72	5	20	0.00 =3D Begin at AA-106P go; 0.72 =3D End at dead end private drive 0.00 =3D = Begin at 106P go South; 0.51 =3D End at private drives 0.00 =3D Begin at AA-106 go= ; 0.49 =3D End at dead end private roads
AA-= 106PJ	0	0.51	0.51	5	18	0.00 =3D Begi= n at 106P go South; 0.51 =3D End at private drives
AA-= 106R	0	0.49	0.49	4	14	0.00 =3D Begi= n at AA-106 go; 0.49 =3D End at dead end private roads
&nb= sp;	Subtotal		4.340

AA-109	0	0.98	0.98	5	18	0.00 = =3D Begin at state AA go North and NE; 0.46 =3D AA-1109G right; 0.87 =3D AA-109J right; 0.98 =3D End type 5 surface
AA-= 109	0	1	1.00	5	20	Extension of = existing inventory
AA-= 109	0.98	3.37	2.39	4	16	0.98 =3D Begi= n type 4 surface go NE; 3.37 =3D End at dead end
ROA= D	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
AA-1= 09G	0	0.79	0.79	4	14	0.00 =3D Begin at AA-109 go East; 0.43 =3D AA-109GS right; 0.79 =3D End at dead end (private drive)
AA-= 109GS	0	0.2	0.20	4	12	0.00 =3D Begi= n at AA-109G go East; 0.20 =3D End at dead end
AA-= 109J	0	0.16	0.16	4	14	0.00 =3D Begi= n at AA-109 North; 0.16 =3D End at private road
AA-= 109JA	0	0.14	0.14	4	14	0.00 =3D Begi= n at AA-109J go East; 0.14 =3D End at private road
&nb= sp;	Subtotal		5.660
<= /td>
TOTAL LENGTH AA ROADS	17.36

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet019.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
BB-0= 2B	0	2.47	2.47	5	16	0.00 =3D Jct. State Rte. BB go SE; 0.08 =3D Low water Bridge; 0.75 =3D Jct. Co= . Rd. BB-20N Lt.; 2.47 =3D End Co. Rd. @ Jct. Co. Rds. T-28I Rt. & Co. Rd. = T-28

BB-08	0	2.91	2.91	4	14	0.00 =3D Jct. State Rte. BB g= o SE; 1.84 Natural Ford; 2.91 =3D End Co. Rd. 7-68 Lt. & Rt.

BB-13 Loop	0	3.76	3.76	4	16	0.00 = =3D Begin at state BB go West, North, and East; 1.55 =3D Junction county road BB-13H L= t.; 3.66 =3D Paved ford; 3.76 =3D End county road at junction state route BB<= /td>
BB-1= 3H	0	0.42	0.42	4	14	0.00 =3D Begin county road at junction county road BB-13 Looop go NW; 0.42 =3D End county road at private drive
&nb= sp;	Subtotal		4.180

BB-20	0	1.4	1.40	4	18	0.00 = =3D Jct. Co. Rds. 7-68 & Co. Rd. T-20 go West; 0.61 =3D Jct. Co. Rd. BB-20 N Lt.;<= br> 1.40 =3D Jct. State Rte. BB
BB-2= 0N	0	0.96	0.96	4	10	0.00 =3D Jct. Co. Rd. BB-20 go South; 0.08 =3D paved Ford; 0.96 =3D End Co. Rd. @ Jct. Co. Rd. BB-28
&nb= sp;	Subtotal		2.360

BB-25	0	1.03	1.03	4	12	0.00 =3D Begin at state route= BB go West; 1.03 =3D End county road at dead end

BB-35	0	4.55	4.55	4	16	0.00 = =3D Begin at junction county roads 7-35 and 7-50 go South; 2.48 =3D County road BB-35X route; 4.55 =3D End at state route BB
BB-3= 5X	0	0.91	0.91	4	12	0.00 =3D Begin at county road BB-35 go South; 0.91 =3D County road at junction county road BB-80
&nb= sp;	Subtotal		5.460

BB-40	0	2.61	2.61	4	18	0.00 = =3D Jct. Co. Rds. T-35 Lt. & Co. Rd. H-40; 0.32 =3D paved Ford; 0.38 =3D Jct. Co. = Rd. T-28I Rt.; 1.87 =3D Jct. Co. Rd. BB-40B Rt.; 2.61 =3D End Co. Rd. @ Jct. = State Rte. BB
BB-= 40B	0	0.63	0.63	4	14	0.00 =3D Jct.= Co. Rd. BB-40 Rt. & Lt. go NE; 0.63 End Co. Rd. @ Dead End Private Drive
&nb= sp;	Subtotal		3.240

BB-80	0	1.77	1.77	4	18	0.00 = =3D Begin at "C" county line road, go Northwest; 2.29 =3D Low water bridge;<= br> 1.77 =3D End county road at junction county road P-80
<= /td>
TOTAL LENGTH BB ROADS	23.42

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet020.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
DD-= 10	0	2.87	2.87	4	22	0.00 =3D Begin at North city limits Climax Springs go North; 0.15 =3D DD-10I l= eft; 0.55 =3D DD-10N left; 2.24 Low water bridge; 2.87 =3D Z-10N left; 2.87 = =3D End DD-10
DD-= 10N	0	0.57	0.57	4	16	0.00 =3D Begi= n at DD-10 go NW; 0.57 =3D End at Benton county line
&nb= sp;	Subtotal		3.440

DD-10I	0	0.67	0.67	4	20	0.00 =3D Begin at DD-10 go We= st; 0.67 =3D End at Benton county line
<= /td>
TOTAL LENGTH DD ROADS	4.11

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet021.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
EE-= 04	0	1.3	1.30	4	18	0.00 =3D Begi= n at state route EE go SE; 1.30 =3D End at private roads

EE-08	0	1.41	1.41	4	20	0.00 = =3D Begin at state route EE go SE; 0.35 =3D Paved ford; 0.44 =3D Paved ford; 1.41 =3D End at EE-24

EE-12	0	0.94	0.94	4	20	0.00 =3D Begin at state route= EE go SW; 0.68 =3D Low water bridge; 0.94 =3D End at private drive

EE-15	0	1.49	1.49	4	20	0.00 =3D Begin at state route= EE SW; 1.36 =3D EE-15G left; 1.49 =3D End at private drive
EE-= 15G	0	0.16	0.16	4	18	0.00 =3D Begi= n at EE-15 go SW; 0.16 =3D End at EE-20G
&nb= sp;	Subtotal		1.650

EE-20	0	0.61	0.61	4	20	0.00 =3D Begin at state route= EE go SW; 0.18 =3D EE-20G route; 0.61 =3D End at private drive
EE-= 20G	0	0.3	0.30	4	18	0.00 =3D Begi= n at EE-15G go NE; 0.30 =3D End at EE-20
&nb= sp;	Subtotal		0.910

EE-24	0	0.98	0.98	5	20	0.00 = =3D Begin at state route EE go SE; 0.32 =3D EE-8 left; 0.38 =3D EE-24C left; 0.98 =3D EE-24F, end type 5 surface
EE-= 24	0.98	1.13	0.15	4	16	0.98 =3D Begi= n type 4 surface; 1.13 =3D End at EE-24F
EE-= 24C	0	0.49	0.49	4	18	0.00 =3D Begi= n at EE-24 go SE; 0.49 =3D End at private drives
EE-= 24F	0	0.24	0.24	4	18	0.00 =3D Begi= n at EE-24 go South; 0.05 =3D EE-24 left; 0.24 =3D End at private drive
&nb= sp;	Subtotal		1.860

EE-30	0	0.81	0.81	5	20	0.00 =3D Begin at state route= EE go SE; 0.76 =3D EE-30I right; 0.81 =3D End type 5 surface
EE-= 30	0.81	1.31	0.50	4	16	0.81 =3D Begi= n type 4 surface; 1.31 =3D End at loop tie-in (EE-30)
EE-3= 0E	0	0.11	0.11	4	16	0.00 =3D Begin at EE-30 go South; 0.11 =3D End at dead end 0.00 =3D Begin at E= E-30 go SE; 0.28 =3D End at EE-30 Extension of existing inventory
EE-= 30M	0	0.28	0.28	4	16	0.00 =3D Begi= n at EE-30 go SE; 0.28 =3D End at EE-30
EE-= 30M	0	0.05	0.05	5	20	Extension of = existing inventory
&nb= sp;	Subtotal		1.750







ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
EE-5= 0	0	1.62	1.62	5	20	0.00 =3D Begin at state route EE go South; 0.66 =3D EE-50V left; 0.94 =3D EE-5= 0V left tie-in and EE-W left; 1.11 =3D EE-50W tie-in; 1.21 =3D EE-50X left; 1.62 =3D End a= t private drive
EE-= 50V	0	0.94	0.94	5	20	0.00 =3D Begi= n at EE-50 go South and North; 0.94 =3D End at EE-50 (loop tie-in)
EE-= 50W	0	0.98	0.98	4	18	0.00 =3D Begi= n at EE-50 go South and North; 0.98 =3D End at EE-50
EE-= 50X	0	0.13	0.13	4	18	0.00 =3D Begi= n at EE-50 go South; 0.13 =3D End at private drive
&nb= sp;	Subtotal		3.670
<= /td>
TOTAL LENGTH EE ROADS	13.49

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet022.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
FF-= 04	0	2.06	2.06	4	18	0.00 =3D Begi= n at state route FF go SE; 2.06 =3D End at junction Z-5M left and Z-5 right

FF-05	0	2.16	2.16	4	20	0.00 = =3D Begin at state route FF go SE; 1.34 =3D FF-6H right; 1.76 =3D FF6P left; 2.16 =3D End 20' width

FF-06	2.16	3.27	1.11	4	14	2.16 =3D Begin 14' width; 2.4= 4 =3D FF-6PK left; 3.27 =3D End at loop tie-in (FF-6)
FF-0= 6	0	2.06	2.06	4	20	0.00 =3D Begin at FF-6 go SE; 0.48 =3D FF-6HP left; 1.16 =3D FF-6HU right; 1.28 =3D FF-6HW right; 2.06 =3D End at dead end (private drive)
FF-= 06H	0	0.58	0.58	4	16	0.00 =3D Begi= n at FF-6H go NE; 0.58 =3D End at private road
FF-= 06HP	0	0.98	0.98	4	18	0.00 =3D Begi= n at FF-6H go South; 0.98 =3D End18' width
FF-= 06HU	0.98	1.4	0.42	4	14	0.98 =3D Begi= n 14' width; 1.40 =3D End at dead end
FF-= 06HU Fork	0	0.2	0.20	4	14	0.00 =3D Begi= n at FF-6HU fork 1 go SE; 0.20 =3D End at dead end
FF-= 06HU Fork	0	0.6	0.60	4	16	0.00 =3D Begi= n at FF-6H go South; 0.60 =3D FF-6HWG left, end 16' width
FF-= 06HW	0.6	1.21	0.61	4	12	0.60 =3D Begi= n 12' width; 1.21 =3D End FF-6HW at loop tie-in
FF-= 06HW	0	0.57	0.57	4	16	0.00 =3D Begi= n at FF-6HW go SE; 0.57 =3D End at dead end
FF-0= 6HWG	0	1.02	1.02	4	18	0.00 =3D Begin at FF-6 go NE; 0.38 =3D FF-6PF left; 0.68 =3D FF-6PK right; 0.84 =3D FF-6PN left; 1.02 =3D End 18' width
FF-= 06P	1.02	1.34	0.32	4	12	1.02 =3D Begin 12' width; 1.34 =3D End at= FF-6PK
FF-= 06P	0	0.69	0.69	4	16	0.00 =3D Begi= n at FF-6P go NW; 0.46 =3D FF-6PF6 left; 0.69 =3D End at dead end
FF-= 06PF	0	0.27	0.27	4	14	0.00 =3D Begi= n at FF-6PF go NW; 0.25 =3D Paved ford; 0.27 =3D End at FF-14PF
FF-= 06PF6	0	0.24	0.24	4	18	0.00 =3D Begi= n at FF-6P go NE; 0.24 =3D End 18' width
FF-= 06PK	0.24	0.76	0.52	4	12	0.24 =3D Begi= n 12' width; 0.53 =3D Low water bridge; 0.74 =3D End at FF-6
FF-= 06PK	0	2.79	2.79	4	14	0.00 =3D Begi= n at FF-6P go NW; 2.79 =3D End at dead end
FF-= 06PN	0	0.51	0.51	4	18	0.00 =3D Begi= n at F8-F go North; 0.51 =3D End at private drive
&nb= sp;	Subtotal		13.490

FF-10	0	2.01	2.01	5	20	0.00 =3D Begin at state route= FF go SE; 0.95 =3D FF-14P right; 2.01 =3D End type 5 surface

FF-14	2.01	2.4	0.39	4	16	2.01 =3D Begin type 4 surface= ; 2.40 =3D End type 4 surface
FF-= 14	2.4	3.41	1.01	5	20	2.40 =3D Begi= n type 5 surface; 2.66 =3D FF-14R right; 3.41 =3D End type 5 surface
FF-1= 4	3.41	5.13	1.72	4	18	3.41 =3D Begin type 4 surface and FF-14SY left; 3.92 =3D FF-17 left; 4.20 =3D = FF-14R right; 4.58 =3D FF-14Y right; 5.13 =3D End at dead end
FF-1= 4	0	0.62	0.62	4	16	0.00 =3D Begin at FF-14 go South; 0.28 =3D Paved ford; 0.46 =3D FF-6PR; 0.62 =3D End at loop tie-in (FF-14P)
FF-= 14P	0	1.47	1.47	4	16	0.00 =3D Begi= n at FF-14 go SW; 0.22 =3D FF-ARJ left; 1.47 =3D End at FF-14
FF-= 14R	0	0.26	0.26	4	16	0.00 =3D Begi= n at FF-14R go South; 0.26 =3D End at private road
ROA= D	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
FF-= 14RJ	0	0.21	0.21	4	16	0.00 =3D Begi= n at FF-14 go South; 0.21 =3D End at circle tie-in
FF-= 14Y	0	4.23	4.23	4	20	0.00 =3D Begin at state route FF go NE and SE; 0.53 =3D FF-25 left; 1.00 =3D F= F-17E left; 1.02 =3D Low water bridge; 2.18 =3D FF-175 right; 2.64 =3D FF-17U right= ; 2.71 =3D FF-17W right; 3.00 =3D FF-17W (loop tie-in); 3.48 =3D FF-17Y right; 4.23 = =3D End at FF-14
&nb= sp;	Subtotal		9.910

FF-17	0	1.62	1.62	4	18	0.00 = =3D Begin at FF-14 go NE; 0.83 =3D FF-17EB right; 0.88 =3D FF-17ED left; 0.95 =3D FF-17EE right; 1.04 =3D FF-17EE loop tie-in right, FF-17= EH left; 1.38 =3D FF-EP left; 1.54 =3D FF-17EP loop tie in
FF-= 17E	0	0.21	0.21	4	14	0.00 =3D Begi= n at FF-17E go South and West; 0.21 =3D End at FF-17EB
FF-= 17EB	0	0.92	0.92	4	14	0.00 =3D Begi= n at FF-17E go; 0.25 =3D FF-17EH right; 0.92 =3D End at dead end
FF-= 17ED	0	0.23	0.23	4	14	0.00 =3D Begi= n at FF-17E go SW and North; 0.23 =3D End at FF-17E (loop tie-in)
FF-= 17EE	0	0.73	0.73	4	14	0.00 =3D Begi= n at FF-17ED go East and South; 0.73 =3D End at FF-17E
FF-= 17EH	0	0.23	0.23	4	14	0.00 =3D Begi= n at FF-17E go South, East, and North; 0.23 =3D End at FF-17E (loop tie-in)
FF-= 17EP	0	0.37	0.37	4	18	0.00 =3D Begi= n at FF-17 go South; 0.37 =3D End at junction FF-17Y and FF-175SY
FF-= 17S	0	0.79	0.79	4	20	0.00 =3D Begi= n at junction FF-175 and FF-17Y go SE; 0.79 =3D End at FF-14 (left and right)<= /td>
FF-= 17SY	0	0.15	0.15	4	12	0.00 =3D Begi= n at FF-17 go SE; 0.15 =3D End at private drive
FF-= 17U	0	0.26	0.26	4	14	0.00 =3D Begi= n at FF-17 go South and West; 0.26 =3D End at FF-17
FF-= 17W	0	0.44	0.44	4	18	0.00 =3D Begi= n at junction FF-17SY and FF-17S go NE; 0.44 =3D End at FF-17
FF-= 17Y	0	1	1.00	4	18	0.00 =3D Begi= n at state route FF go West; 1.00 =3D End at private drive (dead end)
&nb= sp;	Subtotal		6.950

FF-27	0	1.78	1.78	4	20	0.00 =3D Begin at state route= FF go SE; 1.72 =3D FF-28K left; 1.78 =3D End at FF-17

FF-28	0	1.37	1.37	4	18	0.00 =3D Begin at FF-28 go NW= ; 0.41 =3D FF-28KD right; 1.37 =3D End at private road
FF-28K	0	0.73	0.73	4	18	0.00= =3D Begin at FF-28K go NE; 0.50 =3D FF-28KD7 left; 0.73 =3D End at dead end and private roads
FF-= 28KD	0	0.58	0.58	4	18	0.00 =3D Begi= n at FF-28KD go NW; 0.58 =3D End at circle tie-in (FF-28KD7)
FF-2= 8KD7	0	1.06	1.06	4	20	0.00 =3D Begin at end state route FF go North; 0.58 =3D FF-33K left; 1.06 =3D End road width 20'
&nb= sp;	Subtotal		3.740

FF-33	1.06	1.64	0.58	4	18	1.06 =3D Begin road width of = 18; 1.41 =3D FF-33P right; 1.64 =3D End at dead end at lake
FF-= 33	0	0.796	0.80	4	20	New inventory=
FF-= 33B	0	1.42	1.42	4	16	0.00 =3D Begi= n at FF-33 go SW; 1.42 =3D End private road

ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
FF-= 33K	0	1.12	1.12	4	12	0.00 =3D Begin at F-33 go SE; 0.63 =3D FF-33PE left; 0.65 =3D FF-33PF right; 0= .69 =3D FF-PE left loop tie-in; 0.81 =3D FF-33PG right; 0.90 =3D FF-33PG right lo= op tie-in, FF-33PT right (Ahd); 1.12 =3D End at private drive
FF-= 33P	0	0.19	0.19	4	10	0.00 =3D Begi= n at FF-33P go North; 0.19 =3D End at FF-33P (loop tie-in)
FF-= 33PE	0	0.02	0.02	4	10	0.00 =3D Begi= n at FF-33P go South; 0.02 =3D End at private drive
FF-= 33PF	0	0.88	0.88	4	10	0.00 =3D Begi= n at FF-33P go; 0.88 =3D End at FF-33P loop in
FF-= 33PG	0	0.09	0.09	4	10	0.00 =3D Begi= n at FF-3P go East; 0.09 =3D End at private drive
FF-= 33PT	0	0.84	0.84	4	16	0.00 =3D Begi= n at state route FF go West; 0.84 =3D End at Camden and Banton county line
&nb= sp;	Subtotal		5.940

TOTAL LENGTH FF ROADS	48.04

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet023.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
JJ-4=	0	0.24	0.24	4	14	0.00 =3D Jct. Main Street @ City Limits West, City of Stoutland; 0.24 =3D End Co. Rd. @ State Rte. JJ
<= /td>
TOTAL LENGTH JJ ROADS	0.24

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet024.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
KK-0= 9	0	0.81	0.81	5	18	0.00 =3D Begin @ State Rte. KK go N.W.; 0.13 =3D Co. Rd. KK 98 Rt; 0.53 =3D Co. Rd. KK-9J Rt; 0.81 =3D End @ St. Moritz Condominiums priva= te Dr.
KK-= 09B	0	0.59	0.59	4	16	0.00 =3D Begi= n @ Jct. Co. Rds. KK-44 go South; 0.59 =3D End @ State Rte. KK
KK-= 09J	0	0.41	0.41	4	14	0.00 =3D Begi= n @ Co. Rd. KK-9 go North; 0.41 =3D End @ Co. Rd. KK-14
&nb= sp;	Subtotal		1.810

KK-11	0	0.5	0.50	5	20	0.00 = =3D Begin @ Osage Beach City street (Three Seasons Rd.) go East; 0.50 =3D End @ Three Seasons condo's
KK-1= 1J	0	1.21	1.21	5	18	0.00 =3D Begin @ Osage Beach City street (Three Seasons Rd.) go North; 1.21 =3D End @ Dead End
&nb= sp;	Subtotal		1.710

KK-14	0	0.64	0.64	5	18	0.00 = =3D Begin @ State Rte. KK go West & North; 0.03 =3D Jct. Co. Rd. KK-16 Rt. & = Co. Rd. KK-9BB; 0.24 =3D Co. Rd. KK-J Lt.; 0.35 =3D K-146 lt,; 0.49 =3D KK-14= J Lt.; 0.64 =3D End @ private Rd. (Pelican Bay)
KK-= 14G	0	0.27	0.27	5	14	0.00 =3D Begi= n @ Co. Rd. KK-14 go West & North; 0.27 =3D End @ Co. Rd. KK-14J
KK-= 14J	0	0.36	0.36	5	14	0.00 =3D Begi= n @ Co. Rd. KK-1490 West; 0.36 =3D End @ Co. Rd. KK-9J
&nb= sp;	Subtotal		1.270

KK-16	0	0.26	0.26	4	16	0.00 =3D Begin @ Co. Rd. KK-1= 4 go North; 0.26 =3D End @ State Rte. KK

KK-25	0	1.09	1.09	5	18	0.00 = =3D Begin @ State Rte. KK go East; 0.81 =3D Co. Rd. KK-25H Rt.; 1.09 =3D End @ Co. Rd. KK-25N
KK-= 25A	0	0.156	0.16	5	20	New inventory=
KK-= 25H	0	0.32	0.32	4	12	0.00 =3D Begi= n @ Co. Rd. KK-25 go South & North; 0.32 =3D End @ Dead End
KK-2= 5N	0	0.51	0.51	5	14	0.00 =3D Begin @ Co. Rd. KK-25 North; 0.03 =3D Co. Rd. KK-25NC Rt.; 0.51 =3D End @ Co. Rd. KK-25NR
KK-= 25NC	0	0.14	0.14	5	12	0.00 =3D Begi= n @ Co. Rd. KK-25N go East; 0.14 =3D End @ Loop Tie-in
KK-= 25NR	0	0.07	0.07	5	12	0.00 =3D Begi= n @ KK-25N go West; 0.07 =3D End @ Dead End
&nb= sp;	Subtotal		2.286

KK-29	0	0.44	0.44	5	18	0.00 =3D Begin @ State Rte. K= K go West; 0.44 =3D End @ Private Dr.





ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
KK-= 33	0	0.86	0.86	5	20	0.00 =3D Begin at junction, end state and KK-35 left go SE; 0.20 =3D County ro= ad KK-33D left; 0.41 =3D County road KK-33E right; 0.68 =3D County road KK-3= 3E tie-in and KK-33G tie-in right; 0.86 =3D End at county roads KK-33G right= and county road KK-33J left
KK-= 33D	0	0.6	0.60	5	18	0.00 =3D Begin at dead end go south; 0.20 =3D County road KK-33DG right and co= unty road KK-33J left; 0.35 =3D County road KK-33DG right, tie-in; 0.60 =3D End at county road KK-33
KK-3= 3-DG	0	0.27	0.27	5	10	0.00 =3D Begin at KK-33D go West and East tie-in; 0.26 =3D County road KK-33DG= 1; 0.27 =3D End at county road KK-33D
KK-= 33-DG1	0	0.19	0.19	5	12	0.00 =3D Begi= n at county road KK-33DG go SW; 0.19 =3D End at loop tie-in
KK-= 33E	0	0.18	0.18	5	18	0.00 =3D Begi= n at KK-33 go South and North; 0.18 =3D End type 5 surface
KK-= 33E	0.18	0.75	0.57	4	16	0.18 =3D Begi= n type 4 surface go North; 0.75 =3D End type 4 surface
KK-3= 3E	0.75	0.82	0.07	5	16	0.75 =3D Begin type 5 surface go North; 0.75 =3D county road KK-33EH right; 0.82 =3D End at acounty road KK-33
KK-= 33EH	0	0.12	0.12	4	14	0.00 =3D Begi= n at county road KK-33G go SW; 0.12 =3D End at county road KK-33E
KK-= 33G	0	0.63	0.63	5	14	0.00 =3D Begin at county road KK-35 go NE; 0.25 =3D County road KK-35GB right;= 0.31 =3D County road KK-35GG left; 0.48 =3D Junction county roads KK-35GG left and county road KK-35GB right; 0.63 =3D End at loop tie-in
KK-3= 3-G	0	0.5	0.50	5	16	0.00 =3D Begin at KK-33 go West and North; 0.08 =3D County road KK-33EH; 0.50 =3D End at junction county roads KK-33 leftand KK-33J right
KK-= 33-GB	0	0.26	0.26	5	10	0.00 =3D Begi= n at county road KK-35G go East; 0.26 =3D End at county road KK-35G
KK-3= 3J	0	0.8	0.80	5	14	0.00 =3D Begin at county roads KK-33G and KK-33 go North; 0.80 =3D End at county road KK-33D
&nb= sp;	Subtotal		5.050

KK-35	0	0.53	0.53	5	20	0.00 = =3D Begin State Rte. KK & Co. Rd. KK-33 go NW; 0.37 =3D KK-33G Rt; 0.45 =3D Co. Rd.; 0.53 =3D End @ Co. Rd. KK-35P
KK-= 35GG	0	0.2	0.20	5	12	0.00 =3D Begi= n at county road KK-33G go West; 0.20 =3D End at county road KK-35G
KK-3= 5K	0	0.49	0.49	5	16	0.00 =3D Begin @ Co. Rd. KK-35 go North & West; 0.24 =3D Co. Rd. KK-35KB R= t; 0.30 =3D Co. Rd. KK-35KK; 0.49 =3D End @ Dead End
KK-= 35KB	0	0.46	0.46	5	14	0.00 =3D Begi= n @ Co. Rd. KK-35K go East; 0.46 =3D End @ Loop Tie-in
KK-= 35KK	0	0.15	0.15	5	12	0.00 =3D Begi= n @ Co. Rd. KK-35K go North; 0.15 =3D End Co. Rd. @ Dead End
KK-3= 5-P	0	0.26	0.26	5	20	0.00 =3D Begin @ Co. Rd. KK-35 go West; 0.25 =3D Co. Rd. KK-35PF Lt; 0.26 =3D End @ Private Rd.
KK-= 35PF	0	0.17	0.17	5	18	0.00 =3D Begi= n @ Co. Rd. KK-35P go South; 0.17 =3D End @ Private Dr.
&nb= sp;	Subtotal		2.260

TOTAL LENGTH KK ROADS	15.09

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet025.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
MM= -05	0	0.15	0.15	4	20	0.00 =3D Begi= n at state route MM go South; 0.15 =3D End at private roads
MM-= 05 (Hickory	0.15	0.33	0.18	5	20
&nb= sp;	Subtotal		0.330

MM-09	0	0.386	0.39	5	20	New inventory

MM-16	0	1.02	1.02	5	20	0.00 = =3D Begin at state route MM go North; 0.17 =3D County road MM-16H left; 0.78 =3D MM-16H tie-in left; 1.02 =3D End at private drive
MM-= 16H	0	0.82	0.82	4	20	0.00 =3D Begi= n at MM-16 go West and South; 0.82 =3D End at MM-16 tie-in
&nb= sp;	Subtotal		1.840

MM-22	0	2.02	2.02	5	20	0.00 = =3D Begin at state route MM go North; 0.32 =3D MM-22F left; 0.88 =3D MM-22K left; 1.11= =3D MM-22R left; 1.21 =3D MM-22T right; 1.43 =3D MM-22V left; 1.56 =3D MM-22V= tie-in; 1.73 =3D MM-22T tie-in right; 2.02 =3D End at Chimney Point (dead end)
MM-= 22F	0	0.52	0.52	4	20	0.00 =3D Begi= n at MM-22 go NE; 0.19 =3D MM-22-FF left; 0.52 =3D End at private roads
MM-= 22-FF	0	0.21	0.21	4	18	0.00 =3D Begi= n at MM-22F go North; 0.21 =3D End at private drive
MM-2= 2K	0	0.58	0.58	4	20	0.00 =3D Begin at MM-22 go North; 0.09 =3D MM-22KB right; 0.15 =3D MM-22KE lef= t; 0.28 =3D MM-22KM left; 0.58 =3D End at MM-22K tie-in loop
MM-= 22KB	0	0.44	0.44	4	20	0.00 =3D Begi= n at MM-22K go North; 0.44 =3D End at loop tie-in
MM-= 22KE	0	0.11	0.11	4	20	0.00 =3D Begi= n at MM-22K go West; 0.11 =3D End at private drives
MM-= 22KM	0	0.48	0.48	4	22	0.00 =3D MM-2= 2K go West; 0.48 =3D Loop tie-in
MM-2= 2R	0	0.42	0.42	5	20	0.00 =3D Begin at MM-22 NW; 0.15 =3D MM-22RA left; 0.16 =3D MM-22RB right; 0.2= 8 =3D MM-22RB right; 0.35 =3D MM-22RD left; 0.42 =3D MM-22RF, end type 5 surfac= e
MM-= 22R	0.42	0.65	0.23	4	20	0.42 =3D Begi= n type 4; 0.49 =3D MM-22RF right tie-in; 0.65 =3D End at private drive
MM-= 22RA	0	0.26	0.26	4	20	0.00 =3D Begi= n at MM-22RD go South; 0.26 =3D End at MM-22R
MM-= 22RB	0	0.32	0.32	4	18	0.00 =3D Begi= n at MM-22R go North and West; 0.32 =3D End at MM-22R
MM-= 22RD	0	0.07	0.07	5	20	0.00 =3D Begi= n at MM-22R go West; 0.07 =3D End type 5 surface
MM-= 22RD	0.07	0.56	0.49	4	18	0.07 =3D Begi= n type 4 surface, MM-22RA left; 0.56 =3D End at circle tie-in
MM-= 22RF	0	0.23	0.23	4	20	0.00 =3D Begi= n at MM-22R go North; 0.23 =3D End at circle tie-in
MM-= 22T	0	0.62	0.62	4	20	0.00 =3D Begi= n at MM-22 go North; 0.62 =3D End at MM-22 tie-in
MM-= 22V	0	0.28	0.28	4	15	0.00 =3D Begi= n at MM-22 go West; 0.28 =3D End at loop tie-in
MM-= 22V	0	0.09	0.09	5	20	Extension of = existing inventory
&nb= sp;	Subtotal		7.370



ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
MM-= 35	0	1.09	1.09	5	20	0.00 =3D Begin at state route MM go North; 0.15 =3D MM-35C left; 0.36 =3D MM-3= 5F right; 0.50 =3D MM-35I left; 0.62 =3D MM-35M right; 0.72 =3D MM-35N left; 0.85 = =3D MM-35M tie-in right; 0.88 =3D MM-35O right and MM-35P left; 0.92 =3D MM-35P tie-= in left; 0.96 =3D MM-35S right
MM-= 35C	0	0.37	0.37	5	20	0.00 =3D Begi= n at MM-35 go West; 0.37 =3D End type 5 surface
MM-= 35C	0.37	1.16	0.79	4	20	0.37 =3D Begi= n type 4 surface; 1.16 =3D End at MM-35C tie-in
MM-= 35F	0	0.5	0.50	4	20	0.00 =3D Begi= n at MM-35 go East; 0.50 =3D End at loop tie-in
MM-3= 5I	0	0.26	0.26	5	20	0.00 =3D Begin at MM-35 go West; 0.17 =3D MM-35IG left; 0.18 =3D MM-35I tie-in right; 0.26 =3D MM-35IJ left, end type 5 surface
MM-= 35I	0.26	0.93	0.67	4	20	0.26 =3D Begi= n type 4 surface; 0.93 =3D End at MM-35I tie-in
MM-= 35IG	0	0.35	0.35	4	18	0.00 =3D Begi= n at MM-35I go South and North; 0.35 =3D End at MM-351G Tie-in
MM-= 35IJ	0	0.43	0.43	4	18	0.00 =3D Begi= n at MM-35I go South; 0.43 =3D End at MM-35IJ tie-in
MM-3= 5M	0	0.59	0.59	4	20	0.00 =3D Begin at MM-35 go East and North; 0.12 =3D MM-35MG right; 0.24 =3D MM-35MG tie-in left; 0.59 =3D End at MM-35
MM-= 35MG	0	0.34	0.34	4	18	0.00 =3D Begi= n at MM-35M go South and North; 0.34 =3D End at MM-35M
MM-= 35N	0	0.25	0.25	4	18	0.00 =3D Begi= n at MM-35P go South; 0.25 =3D End at MM-35
MM-= 35P	0	0.43	0.43	4	18	0.00 =3D Begi= n at MM-35 go West and South; 0.41 =3D MM-35N right;0.43 =3D End at MM-35
MM-= 35Q	0	0.05	0.05	4	20	0.00 =3D Begi= n at MM-35 go East; 0.05 =3D End at private drive
MM-= 35S	0	0.23	0.23	4	20	0.00 =3D Begi= n at MM-35 go; 0.23 =3D End at MM-35 tie-in
&nb= sp;	Subtotal		6.350

MM-40	0	3.08	3.08	5	20	0.00 = =3D Begin at state route MM go East; 0.87 =3D MM-40K left; 1.79 =3DMM-40P right; 2.27 = =3D MM-40T right; 2.36 =3D MM-40V left; 2.61 =3D MM-40V tie-in left; 2.77 =3D MM-40X= left; 2.89 =3D MM-40X tie-in left; 3.01 =3DMM-40Y left; 3.08 =3D End at private= drive
MM-= 40G	0	0.73	0.73	5	20	0.00 =3D Begi= n at state route MM go North; 0.60 =3D MM-40GN left;
MM-= 40GN	0	0.62	0.62	4	18	0.00 =3D Begi= n at MM-40G go West; 0.62 =3D End circle tie-in
MM-4= 0K	0	1.68	1.68	4	22	0.00 =3D Begin at MM-40 go North; 0.36 =3D county road MM-40KE right; 0.51 =3D MM-40K left; 1.68 =3D End at MM-40K tie-in
MM-= 40KE	0	0.79	0.79	4	22	0.00 =3D Begi= n at MM-40K go North; 0.24 =3D MM-40KE left; 0.79 =3D End at MM-40KE tie-in
MM-4= 0P	0	1.04	1.04	5	20	0.00 =3D Begin at MM-40 go SE; 0.23 =3D MM-40PF right; 0.45 =3D MM-40PJ right;= 0.67=3D MM-40PN left; 0.77=3DMM-40PS right; 0.89=3DCimarron Bay right; 0.92 =3D M= M-40PV; 1.04 =3D End at private drive
MM-= 40PF	0	0.33	0.33	4	18	0.00 =3D Begi= n at MM-40P go SW; 0.33 =3D End at cult-sac.
MM-= 40PJ	0	0.14	0.14	4	22	0.00 =3D Begi= n at MM-40P go SW; 0.14 =3D End at private roads
MM-= 40PN	0	0.14	0.14	4	22	0.00 =3D Begi= n at MM-40P go East; 0.14 =3D End at private roads
MM-= 40PS	0	0.1	0.10	4	22	0.00 =3D Begi= n at MM-40P go South; 0.10 =3D End at private drives
MM-= 40PV	0	0.12	0.12	5	20	0.00 =3D Begi= n at MM-40P go South; 0.12 =3D End at private drive
ROA= D	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
MM-= 40T	0	0.22	0.22	4	22	0.00 =3D Begi= n at MM-40 go South; 0.22 =3D End at private drive
MM-= 40V	0	0.44	0.44	4	18	0.00 =3D Begi= n at MM-40 go NE; 0.44 =3D End at MM-40 tie-in (loop drive)
MM-= 40X	0	0.19	0.19	4	20	0.00 =3D Begi= n at MM-40 go NE; 0.19 =3D End at loop tie-in
MM-= 40Y	0	0.04	0.04	4	18	0.00 =3D Begi= n at MM-40 go North; 0.04 =3D End at private drive
&nb= sp;	Subtotal		9.660

TOTAL LENGTH MM ROADS	25.94

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet026.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
NN-= 112	0	0.5	0.50	4	14	0.00 =3D Begi= n at state route NN go West; 0.50 =3D End at Benton county lin

NN-118	0	0.75	0.75	4	18	0.00 =3D Begin at state route= NN go West; 0.75 =3D End at Benton county line

NN-122	0	0.6	0.60	4	18	0.00 =3D Begin at state route= NN go West; 0.60 =3D End at Benton county line

NN-125	0	1.17	1.17	4	16	0.00 =3D Begin at state route= NN go South, West, and South; 1.17 =3D Ends at private road

NN-130	0	0.35	0.35	4	16	0.00 = =3D Begin at state route NN go North and West; 0.35 =3D End at state route NN (loop tie-in)

NN-145	0	4.23	4.23	4	20	0.00 = =3D Begin at NN-166 go SE; 1.60 =3D NN-145K right; 3.82 =3D NN-166R left; 3.96 =3D Low water bridge; 4.23 =3D End and N-142
NN-1= 45K	0	3.55	3.55	4	18	0.00 =3D Begin at NN-145 go SW and Northwest; 1.07 =3D Low water bridge; 3.55 =3D End at Hickory county line
&nb= sp;	Subtotal		7.780

NN-166	0	2.48	2.48	4	22	0.00 = =3D Begin at end state route NN go SE; 1.48 =3D Paved ford; 2.48 =3D Low water bridge; 2.48 =3D End at junction N-166
<= /td>
TOTAL LENGTH NN ROADS	13.63

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet027.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
TT-= 05	0.00	1.48	1.48	5	20	0.00 =3D Begi= n at state route TT go SE; 1.48 =3D End at private roads
TT-= 05H	0.00	0.45	0.45	4	20	New inventory=
&nb= sp;	Subtotal		1.926

TT-11	0.00	0.19	0.19	5	20	0.00 =3D Begin at state route= TT go East; 0.18 =3D TT-11E right; 0.19 =3D End type 5 surface
TT-= 11	0.19	0.56	0.37	4	22	0.19 =3D Begi= n type 4 surface; 0.56 =3D End at private drive
TT-= 11E	0.00	0.13	0.13	5	20	0.00 =3D Begi= n at TT-11 go South; 0.13 =3D End at private roads
&nb= sp;	Subtotal		0.690

TT-15	0.00	0.27	0.27	4	22	0.00 =3D Begin at state route= TT go South; 0.27 =3D End at private roads

TT-20	0.00	0.20	0.20	4	20	0.00 =3D Begin at state route= TT go South; 0.20 =3D End at private roads

TT-25	0.00	0.32	0.32	5	20	New inventory

TT-50	0.00	1.32	1.32	5	20	0.00 = =3D Begin at state route TT go NW; 0.11 =3D County road TT-50C left; 0.43 =3D TT-50F l= eft; 0.45 =3D TT-50J; 0.92 =3D TT-50P right; 1.32 =3D End at circle tie-in
TT-= 50C	0.00	0.28	0.28	4	18	0.00 =3D Begi= n at TT-50 go West; 0.28 =3D End at private drive
TT-= 50F	0.00	0.24	0.24	4	22	0.00 =3D Begi= n at TT-50 go West; 0.24 =3D End at private drive
TT-= 50J	0.00	0.34	0.34	4	18	0.00 =3D Begin at TT-50 go NE; 0.= 34 =3D End at private drive
TT-= 50P	0.00	0.03	0.03	5	20	0.00 =3D Begi= n at TT-50; 0.03 =3D End type 5 surface =
TT-= 50P	0.03	0.13	0.10	4	16	0.03 =3D Begi= n type 4 surface go East; 0.13 =3D End at private roads
&nb= sp;	Subtotal		2.310

TT-55	0.00	0.24	0.24	4	22	0.00 =3D Begin at state route= TT go West; 0.24 =3D End at private drive = ;

TT-60	0.00	0.40	0.40	5	20	0.00 =3D Begin at state route= TT go NW; 0.40 =3D End type 5
TT-= 60	0.40	0.54	0.14	4	20	0.40 =3D Begi= n type 4 go East; 0.54 =3D End at state route TT
&nb= sp;	Subtotal		0.540

TT-66	0.00	0.18	0.18	5	18	0.00 =3D Begin at TT-76 go We= st; 0.04 =3D TT-66F left; 0.18 =3D End at state route TT
TT-= 66F	0.00	0.09	0.09	4	18	0.00 =3D Begi= n at county road TT-66 go South; 0.09 =3D End at private drive
&nb= sp;	Subtotal		0.270

TT-75	0.00	1.03	1.03	5	20	0.00 =3D Begin at state route= TT go West, North, and East; 1.03 =3D End at circle drive tie- in

ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
TT-= 76	0.00	0.29	0.29	4	18	0.00 =3D Begi= n at state route TT go SE; 0.29 =3D End county road TT-76 at TT-66

TT-80	0.00	0.36	0.36	5	20	0.00 =3D Begin at state route= TT go NE; 0.36 =3D End at private drive

TOTAL LENGTH TT ROADS	8.44

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet028.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
5	0	0.19	0.19	5	20	Begin at Oute= r Drive go West to end at tie-in Outer Drive =3D 0.19

5-025N	0	2.02	2.02	4	24	0.00 = =3D State route RA go NS; 0.68 =3D 5-25NH right and 5-25NI left; 1.17 =3D 5-25NH ti= e-in; 1.26 =3D 5-25NI tie-in left; 1.40 =3D 5-25NT left and 5-25N tie-in right;= 2.02 =3D End at 5-25N tie-in (loop)
5-0= 25NH	0	1.02	1.02	4	16	0.00 =3D Begi= n at 5-25N go NE and SW; 1.02 =3D End at 5-26N tie-in (loop)
5-0= 25NI	0	0.69	0.69	4	18	0.00 =3D Begi= n at 5-25N go South and NE; 0.69 =3D End at tie-in (5-25N)
5-0= 25NT	0	0.13	0.13	4	18	0.00 =3D Begi= n at 5-25N go West; 0.13 =3D End at private drive
&nb= sp;	Subtotal		3.860

5-027	0	2.29	2.29	4	22	0.00 = =3D Begin at Morgan county line go South; 1.64 =3D Bridge; 2.29 =3D End at county roads 5-27H left and 5-27K right
5-0= 27H	0	0.9	0.90	4	18	0.00 =3D Begi= n at 5-27 go SE; 0.90 =3D End circle tie-in (5-27H)
5-02= 7K	0	1.34	1.34	4	20	0.00 =3D Begin at 5-27 go South; 0.30 =3D Paved ford; 0.58 =3D 5-27KE right; 1.34 =3D End at private roads
5-02= 7KE	0	0.53	0.53	4	18	0.00 =3D Begin at 5-27K go SW; 0.16 =3D 5-27KE4 left; 0.42 =3D 5-27KE7 right;<= br> 0.53 =3D End at private roads
5-0= 27KE10(H	0	0.19	0.19	5	18	New Inventory=
5-0= 27KE4	0	0.29	0.29	4	22	0.00 =3D Begi= n at 5-27KE go South; 0.29 =3D End at private roads
5-0= 27KE7	0	0.12	0.12	4	18	0.00 =3D Begi= n at 5-27KE go North; 0.12 =3D End at private roads
5-02= 7S(R-A)	0	2.68	2.68	5	22	0.00 =3D Begin at state route R-A go SE; 1.03 =3D 5-25SM right; 1.99 =3D 5-25SW left; 2.68 =3D End type 5 surface
5-0= 27S(R-A)	2.68	3.4	0.72	4	14	2.68 =3D Begi= n type 4 surface; 3.40 =3D End 5-25S
5-0= 27SM	0	0.19	0.19	5	22	0.00 =3D Begi= n at 5-25S go SW; 0.19 =3D End type 5 surface
5-0= 27SM	0.19	0.41	0.22	4	20	0.19 =3D Begi= nt type 4 surface SW, 5-25SM5 right; 0.41 =3D End at private roads
5-0= 27SM5	0	0.36	0.36	4	18	0.00 =3D Begi= n at 5-25SM go West; 0.36 =3D End at private roads
5-0= 27SW	0	0.15	0.15	5	20	0.00 =3D Begi= n at 5-25S go South; 0.15 =3D End at 5-25S
&nb= sp;	Subtotal		9.980

5-029	0	2.02	2.02	5	20	0.00 =3D Begin at Morgan coun= ty line go South; 2.02 =3D End type 5 surface
5-0= 29	2.02	3.57	1.55	4	20	2.02 =3D Begi= n type 4 surface go West; 3.03 =3D Paved ford; 3.57 =3D End at 5-27
5-0= 29-B	0	0.738	0.74	5	20	New inventory=
5-0= 29-D	0	0.408	0.41	5	20	New inventory=
&nb= sp;	Subtotal		4.716


ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
5-0= 30	0	0.08	0.08	5	22	0.00 =3D Begi= n at state route 5 go North; 0.08 =3D End type 5 surface
5-0= 30	0.08	0.16	0.08	4	20	0.08 =3D Begi= n type 4 surface ; 0.16 =3D End at Morgan county line
&nb= sp;	Subtotal		0.160

5-031	5-31	0.98	0.98	5	20	0.00 =3D Begin at state route= 5 go SW; 0.98 =3D End at private roads

5-032	0	0.49	0.49	5	20	0.00 = =3D Begin at West city limits of Sunrise Beach go SW; 0.22 =3D 5-32H right; 0.49 =3D 5-32K left, end type 5 surface
5-0= 32	0.49	0.89	0.40	4	18	0.49 =3D Begi= n type 4 surface; 0.89 =3D End at loop (tie-in 5-32)
5-0= 32H	0	0.46	0.46	4	18	0.00 =3D Begi= n at 5-32 go West; 0.46 =3D End at private drive
5-0= 32K	0	0.2	0.20	5	18	0.00 =3D Begi= n at 5-32 go South; 0.20 =3D End at private roads
&nb= sp;	Subtotal		1.550

5-033	0	0.94	0.94	5	20	0.00 = =3D Begin at NE city lilmits of Sunrise Beach go NE; 0.94 =3D End at Candenc county and Morgan county line

5-035B	0	0.89	0.89	5	20	0.00 = =3D East side city limits of Sunrise Beach go East; 0.02 =3D 5-35BC left; 0.32 =3D 5-35BW right; 0.89 =3D End at private drive
5-0= 35BC	0	0.23	0.23	5	20	0.00 =3D Begi= n at 5-35B go North; 0.18 =3D 5-35BC2 right; 0.23 =3D End type 5 surface
5-0= 35BC	0.23	0.53	0.30	4	14	0.23 =3D Begi= n type4 surface; 0.23 =3D 5-35BC3 right; 0.53 =3D End at5-35BC3
5-0= 35BC2	0	0.05	0.05	5	18	0.00 =3D Begi= n at 5-35BC go East; 0.05 =3D End type 5 surface
5-03= 5BC2	0.05	1.07	1.02	4	14	0.05 =3D Begin type 4 surface; 0.25 =3D 5-35BC2A right; 0.57 =3D 5-35BC2A tie-in right; 1.07 =3D End at 5-35BC2 loop tie-in
5-0= 35BC2A	0	0.35	0.35	4	14	0.00 =3D Begi= n at 5-35BC2 go South, East, and North; 0.35 =3D End at 5-35BC2 loop tie-in
5-0= 35BC3	0	0.46	0.46	4	14	0.00 =3D Begi= n at 5-35BC go North-East and South; 0.46 =3D End 5-35BC loop tie-in
5-0= 35BN	0	0.56	0.56	5	20	0.00 =3D Begi= n at 5-35B go SE; 0.56 =3D End at private roads
&nb= sp;	Subtotal		3.860

5-036	0	1.86	1.86	4	20	0.00 = =3D Begin at South city limits of Sunrise Beach go SW; 0.68 =3D 5-36J left; 1.86 =3D End at private road
5-0= 36D	0	1.21	1.21	4	16	0.00 =3D Begi= n at South side city limits of Sunrise Beach go North; 1.21 =3D End at 5-32
5-0= 36DD	0	0.59	0.59	5	18	0.00 =3D Begi= n at South side city limits of Sunrise Beach go West; 0.59 =3D End at dead end
5-0= 36J	0	0.66	0.66	4	18	0.00 =3D Begi= n at 5-36 go South; 0.66 =3D End at private roads
&nb= sp;	Subtotal		4.320


ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
5-0= 39	0	1.79	1.79	5	20	0.00 =3D Begi= n at east city limlits Sunrise Beach go NE; 1.79 =3D End at private drive

5-041	0	0.94	0.94	5	20	0.00 = =3D Begin at east city limits Sunrise Beach go NE; 0.94 =3D End at Deer Park Camp Drive

5-043	0	0.47	0.47	4	20	0.00 =3D Begin at state route= 5 go West; 0.23 =3D 5-43H left; 0.47 =3D End at private road
5-0= 43H	0	0.23	0.23	4	20	0.00 =3D Begi= n at 5-43 go West; 0.23 =3D End at private drives
&nb= sp;	Subtotal		1.640

5-045	0	0.74	0.74	4	20	0.00 =3D Begin at state route= 5 go West; 0.03 =3D 5-45C route; 0.74 =3D End at private roads
5-0= 45	0	0.109	0.11	5	20	Extension of = existing inventory
5-0= 45C	0	0.35	0.35	4	20	0.00 =3D Begi= n at 5-45 go West; 0.35 =3D End at private drive
&nb= sp;	Subtotal		1.199

5-047	0	0.63	0.63	5	18	0.00 =3D Begin at F-2 go West= ; 0.63 =3D End at state route 5
5-04= 7G	0	1.21	1.21	5	18	0.00 =3D Begin at F-2 go South; 0.39 =3D 5-47C route; 0.88 =3D County road 5-4= 7GH route; 1.21 =3D End at private drive
5-0= 47GC	0	0.48	0.48	5	18	0.00 =3D Begi= n at 5-47G go West; 0.48 =3D End type 5 surface
5-0= 47GC	0.48	0.53	0.05	4	16	0.48 =3D Begi= n type 4 surface; 0.53 =3D End county road at private drive
5-0= 47GH	0	0.1	0.10	5	20	0.00 =3D Begi= n at 5-47G go West; 0.10 =3D End at private roads
&nb= sp;	Subtotal		2.470

5-048	0	0.39	0.39	4	18	0.00 =3D Begin at state route= 5 go Wesst; 0.39 =3D End at 5-49 and private drive

5-049	0	0.45	0.45	4	18	0.00 =3D Begin at 5-48 go Sou= th and East; 0.45 =3D End at state route 5

5-050	0	0.34	0.34	4	16	0.00 =3D Begin at state route= 5 go east; 0.34 =3D End at count road 5-52
5-0= 50-O	0	0.308	0.31	5	20	New Inventory=
&nb= sp;	Subtotal		0.648

5-052	0	0.28	0.28	5	20	0.00 =3D Begin at private roa= d go West; 0.21 =3D 5-50 right; 0.28 =3D End at state route 5

5-054	0	0.27	0.27	4	16	0.00 =3D Begin at state route= 5 go East and South; 0.27 =3D End at 5-56



ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
5-0= 55	0	0.48	0.48	4	18	0.00 =3D Begi= n at state route 5 go West; 0.07 =3D 5-55F right; 0.48 =3D End at private drive
5-0= 55F	0	0.33	0.33	4	16	0.00 =3D Begi= n at 5-55 go NW; 0.33 =3D End at private drive
&nb= sp;	Subtotal		0.810

5-056	0	0.29	0.29	4	16	0.00 =3D Begin at 5-54 go Wes= t; 0.29 =3D End at state route 5

5-057	0	1.12	1.12	4	20	0.00 =3D Begin at state route= 5 go North; 0.25 =3D 5-57G right; 1.12 =3D End circle drive tie-in
5-0= 57G	0	0.19	0.19	4	18	0.00 =3D Begi= n at 5-57 go East; 0.19 =3D End at private roads
&nb= sp;	Subtotal		1.310

5-058	0	5.01	5.01	5	20	0.00 = =3D Begin at state route 5 go North; 0.53 =3D 5-58D right; 1.27 =3D 5-58H right; 1.82 = =3D 5-58H tie-in right; 1.98 =3D 5-58L right and 7-6 lake road left; 3.22 =3D 5-58P= right; 3.72 =3D 5-58T right; 4.28 =3D 5-58W right; 4.42 =3D 5-58X tie-in right; = 5.01 =3D End at dead
5-0= 58A	0	0.72	0.72	4	20	0.00 =3D Begi= n at state route 5 go North; 0.49 =3D 5-58AD right; 0.72 =3D dead end
5-0= 58AD	0	0.48	0.48	4	18	0.00 =3D Begi= n at 5-58AD go NE; 0.48 =3D End at private drive
5-0= 58D	0	0.27	0.27	4	20	0.00 =3D Begi= n at 5-58 go North; 0.27 =3D End at private drive
5-0= 58H	0	1.04	1.04	5	20	0.00 =3D Begi= n at 5-58 go NE and West; 1.04 =3D End type 5 surface
5-0= 58H	1.04	1.58	0.54	4	20	1.04 =3D Begi= n type 4 surface go West; 1.58 =3D End at 5-58 tie-in
5-0= 58HB	0	0.282	0.28	4	20	New inventory=
5-05= 8L	0	1.52	1.52	5	20	0.00 =3D Begin at 5-58 go East; 1.40 =3D 5-58LF right; 1.51 =3D 5-58LL Left; 1.52 =3D End type 5 surface
5-0= 58L	0	0.391	0.39	4	20	Extension of = existing inventory
5-05= 8L	1.52	1.83	0.31	4	20	1.52 =3D Begint type 4 surface; 1.63 =3D 5-58LL left tie-in; 1.70 =3D 5-58LF right tie-in; 1.83 =3D End at private road
5-0= 58LC	0	0.519	0.52	5	20	New inventory=
5-0= 58LF	0	0.46	0.46	4	18	0.00 =3D Begi= n at 5-58L go South and West; 0.46 =3D End at 5-58L tie-in
5-0= 58LL	0	0.33	0.33	4	18	0.00 =3D Begi= n at 5-58L go North and South; 0.33 =3D End at 5-58L tie-in
5-0= 58P	0	0.86	0.86	4	20	0.00 =3D Begi= n at 5-58 go SE; 0.15 =3D 5-58PB right; 0.86 =3D End at private drives
5-0= 58PB	0	0.61	0.61	4	20	0.00 =3D Begi= n at 5-58P go SE; 0.61 =3D End at culta-sac
5-05= 8T	0	0.66	0.66	5	20	0.00 =3D Begin at 5-58 go SE; 0.43 =3D 5-58TG right; 0.55 =3D 5-58TK left; 0.66 =3D End at private drive
5-0= 58TG	0	0.38	0.38	4	20	0.00 =3D Begi= n at 5-58T go South; 0.38 =3D End at 5-58TG tie-in
5-0= 58TG-5	0	0.191	0.19	5	20	New inventory=
5-0= 58TK	0	0.09	0.09	5	18	0.00 =3D Begi= n at 5-58T go East; 0.09 =3D End at dead end
5-0= 58W	0	0.61	0.61	5	20	0.00 =3D Begi= n at 5-58 go North and South; 0.14 =3D 5-58WI left; 0.61 =3D End at dead end

ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
5-05= 8WI	0	0.08	0.08	5	20	0.00 =3D Begin at 5-58W go North and South; 0.08 =3D End at private drive (at lake) circle drive
5-0= 58X	0	0.68	0.68	5	20	0.00 =3D Begi= n at 5-58 go NE; 0.68 =3D End tie-in at 5-58 =
5-0= 58Y	0	0.396	0.40	5	20	New inventory=
5-0= 58Y3	0	0.487	0.49	5	20	New inventory=
&nb= sp;	Subtotal		16.916

5-061	0	2.68	2.68	5	20	0.00 = =3D Begin at state route 5 SE; 0.82 =3D 5-61F left; 1.12 =3D 5-61M left; 2.42 =3D 5-61W right; 2.68 =3D 5-61 loop tie-in at 5-61W
5-0= 61F	0	0.67	0.67	4	20	0.00 =3D Begi= n at 5-61 go SE; 0.67 =3D End at private roads
5-0= 61M	0	0.42	0.42	4	18	0.00 =3D Begi= n at 5-61 go NE; 0.42 =3D End at private drive
5-0= 61W	0	0.26	0.26	5	20	0.00 =3D Begi= n at 5-61 go South; 0.26 =3D End at private road
&nb= sp;	Subtotal		4.030

5-064	0	0.87	0.87	5	20	0.00 = =3D Begin at state route 5 go SE; 0.48 =3D 5-64F left; 0.67 =3D 5-64N right; 0.85 =3D = Tie-in 5-64N right; 0.87 =3D 5-66 left; 0.87 =3D End at private drive
5-0= 64F	0	0.15	0.15	4	18	0.00 =3D Begi= n at 5-64 go NE; 0.15 =3D End at 5-66
5-0= 64N	0	0.26	0.26	5	20	0.00 =3D Begi= n at 5-64 go East; 0.26 =3D End type 5 surface
5-064N	0.26	0.72	0.46	4	18	0.26 =3D Begi= n type 4 surface go North and East; 0.72 =3D End at 5-64 (loop tie-in)
&nb= sp;	Subtotal		1.740

5-065	0	3.07	3.07	5	20	0.00 = =3D Begin at state route 5 go East; 1.40 =3D 5-65N right; 1.68 =3D 5-65Q left; 1.74 = =3D 5-65S right; 1.87 =3D 5-65U left; 2.53 =3D 5-65W right; 3.07 =3D End at private= road
5-0= 65N	0	1.12	1.12	4	20	0.00 =3D Begi= n at 5-65 East and West; 1.12 =3D End at private road
5-06= 5Q	0	0.83	0.83	4	20	0.00 =3D Begin at 5-65 go North; 0.21 =3D 5-65QE left; 0.38 =3D 5-65QF right; = 0.43 =3D 5-65QG right; 0.63 =3D 5-65QH right; 0.83 =3D End at junction county road= s 5-65QF and 5-65QE
5-0= 65QE	0	0.68	0.68	4	18	0.00 =3D Begi= n at junction 5-65QF and 5-65Q go West; 0.68 =3D End at 5-65Q
5-06= 5QF	0	0.6	0.60	4	18	0.00 =3D Begin at 5-65Q go East; 0.34 =3D 5-65QH left; 0.41 =3D Paved ford; 0.60 =3D End at junction 5-65Q and 5-65QE
5-0= 65QG	0	0.24	0.24	4	18	0.00 =3D Begi= n at 5-65QH go NW; 0,24 =3D End at 5-65Q
5-0= 65QH	0	0.08	0.08	4	20	0.00 =3D Begi= n at 5-65Q go East; 0.47 =3D 5-65QG right; 0.08 =3D End at 5-65QF
5-0= 65S	0	0.43	0.43	5	20	0.00 =3D Begi= n at 5-65 go South; 0.12 =3D 5-65SC left; 0.43 =3D End at circle drive
5-0= 65SC	0	0.08	0.08	5	20	0.00 =3D Begin at 5-65 go SE; 0.08 =3D End at private drive 0.00 =3D Begin at = 5-65S go North; 0.14 =3D End at circle drive 0.00 =3D Begin at 5-65 go North; 0.55= =3D End at private roads 0.00 =3D Begin at 5-65 go South; 0.28 =3D End at private road

ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
5-06= 5SE	0	0.14	0.14	5	20	0.00 =3D Begin at state route 5 go South; 0.21 =3D 5-66D left; 0.26 =3D 5-64F right; 0.72 =3D End type 5 surface
5-0= 65U	0	0.55	0.55	4	20	0.72 =3D Begi= n type 4 surface; 0.82 =3D End at 5-64
5-0= 65W	0	0.28	0.28	5	20	0.00 =3D Begi= n at state route 5 go West; 0.16 =3D End at dead end
&nb= sp;	Subtotal		8.100

5-066	0	0.72	0.72	5	20	0.00 =3D Begin at 5-66 go Eas= t; 0.28 =3D End at loop
5-0= 66	0.72	0.82	0.10	4	16	0.00 =3D Begi= n at state route 5 go North; 0.19 =3D End at private roads
5-0= 66.5	0	0.16	0.16	5	20	0.00 =3D Begi= n at state route 5 go West; 0.16 =3D End at dead end
5-0= 66D	0	0.28	0.28	4	16	0.00 =3D Begi= n at 5-66 go East; 0.28 =3D End at loop
&nb= sp;	Subtotal		1.260

5-067	0	0.19	0.19	4	18	0.00 =3D Begin at state route= 5 go North; 0.19 =3D End at private roads

5-072	0	0.45	0.45	5	18	0.00 = =3D Begin at state route 5 go NE; 0.16 =3D 5-72C left; 0.45 =3D End at dead end private roads
5-0= 72C	0	0.27	0.27	5	18	0.00 =3D Begi= nn at 5-72 go North; 0.21 =3D 5-72CE left; 0.27 =3D End at 5-72CE
5-0= 72CE	0	0.43	0.43	4	10	0.00 =3D Begi= n at 5-72C go West and South; 0.43 =3D End at 5-72C
&nb= sp;	Subtotal		1.150

5-073	0	0.3	0.30	4	16	0.00 =3D Begin at state route= 5 go West; 0.30 =3D End at dead end private roads
5-0= 73A	0	0.213	0.21	5	20	New inventory=
5-0= 73AD	0	0.101	0.10	5	20	New inventory=
&nb= sp;	Subtotal		0.614

5-075	0	0.18	0.18	4	14	0.00 =3D Begin at state route= 5 go West; 0.18 =3D End at dead end private drive

5-077	0	1.21	1.21	5	18	0.00 =3D Begin at state route= 5 go NE; 1.21 =3D End at dead end private roads
5-0= 77D	0	0.338	0.34	4	20	New inventory=
5-0= 77E	0	0.382	0.38	5	20	New inventor= y
5-0= 77G(Niang	0	0.43	0.43	4	26	New Inventory=
5-0= 77I	0	0.215	0.22	5	20	New inventor= y
5-0= 77M	0	0.914	0.91	5	20	New inventor= y
5-0= 77N	0	0.298	0.30	4	20	New inventor= y
&nb= sp;	Subtotal		3.787

ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
5-0= 78	0	0.76	0.76	5	18	0.00 =3D Begi= n at stae route 5 go SW; 0.76 =3D End at private drive
5-0= 78D	0	0.221	0.22	5	20	New inventory=
&nb= sp;	Subtotal		0.981

5-081	0	1.83	1.83	5	18	0.00 = =3D Begin at state route 5 go; 0.76 =3D Bridge; 0.95 =3D 5-81R left; 1.83 =3D End at dead end at private roads

5-084	0	1.95	1.95	5	20	0.00 =3D Begin at state route= 5 go; 1.95 =3D 5-84J right, end type 5 surface
5-0= 84	1.95	2.24	0.29	4	18	1.95 =3D Begi= n type 4 surface; 2.24 =3D End at dead end private roads
5-0= 84J	0	0.27	0.27	5	16	0.00 =3D Begi= n at 5-84 go East; 0.27 =3D End at dead end private roads
&nb= sp;	Subtotal		2.510

5-087	0	3.12	3.12	4	20	0.00 = =3D Begin at state route 5 go West; 0.28 =3D 5-88D left; 1.58 =3D 5-87R; 2.04 =3D 5-87= U left; 3.02 =3D 5-87X left; 3.12 =3D End at dead end private roads
5-0= 87R	0	1.67	1.67	4	16	0.00 =3D Begi= n at 5-87 go North; 0.18 =3D 5-87RE left; 1.67 =3D End at 5-81
5-0= 87RE	0	0.83	0.83	4	16	0.00 =3D Begi= n at 5-87R go NW; 0.83 =3D End at dead end at private roads
5-0= 87U	0	0.17	0.17	5	16	0.00 =3D Begi= n at 5-87 go West; 0.17 =3D End type 5 surface
5-0= 87U	0.17	0.79	0.62	4	14	0.17 =3D Begi= n type 4 surface; 0.65 =3D 5-87UK left; 0.79 =3D End at dead end private roads
5-0= 87UK	0	0.08	0.08	4	12	0.00 =3D Begi= n at 5-87U go South; 0.08 =3D End at dead end private road
5-0= 87X	0	0.46	0.46	4	12	0.00 =3D Begi= n at 5-87 go South; 0.46 =3D End at dead end
&nb= sp;	Subtotal		6.950

5-088	0	2.19	2.19	5	20	0.00 = =3D Begin at state route 5 go West; 0.63 =3D 5-88D right; 0.86 =3D 5-88G right; 1.25 = =3D 5-88K left; 1.50 =3D 5-88M right; 2.19 =3D End at dead end at private road
5-0= 88D	0	0.44	0.44	4	16	0.00 =3D Begi= n at 5-88 go North; 0.44 =3D End at county road 5-87
5-08= 8G	0	0.46	0.46	5	18	0.00 =3D Begin at 5-88 go North; 0.46 =3D End at parking lot of Bridal Cave and county road 5-88M left
5-0= 88K	0	0.65	0.65	4	16	0.00 =3D Begi= n at 5-88 go West; 0.28 =3D 5-88KE left; 0.65 =3D End at private road
5-0= 88KE	0	0.38	0.38	4	14	0.00 =3D Begi= n at 5-88K go South; 0.38 =3D End at dead end private drive
5-0= 88M	0	0.76	0.76	4	14	0.00 =3D Begi= n at 5-88 go North; 0.76 =3D End at 5-88G
5-0= 88P	0	0.384	0.38	5	20	New inventory=
&nb= sp;	Subtotal		5.264




ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
5-08= 9	0	4.38	4.38	5	20	0.00 =3D Begin at state route 5 go NE; 2.30 =3D 5-89L right; 3.17 =3D 5-89U ri= ght; 4.38 =3D End at private road
5-08= 9L	0	0.76	0.76	5	20	0.00 =3D Begin at 5-89 go West and North; 0.63 =3D 5-92 right; 0.76 =3D 5-89T right, end type 5 surface
5-0= 89L	0.76	0.91	0.15	4	18	0.76 =3D Begi= n type 4 surface; 0.91 =3D End at dead end (at lake)
5-0= 89T	0	1.38	1.38	5	20	0.00 =3D Begi= n at 5-89L go East; 0.05 =3D Low water bridge; 1.38 =3D End at private roads
5-0= 89U	0	0.15	0.15	5	16	0.00 =3D Begi= n at 5-89 go East; 0.15 =3D End type 5 surface
5-0= 89U	0.15	0.79	0.64	4	16	0.15 =3D Begi= n type 4 surface; 0.39 =3D 5-89UF left; 0.79 =3D End at private roads
5-08= 9UF	0	1.01	1.01	4	18	0.00 =3D Begin at 5-89U go North; 0,58 =3D County road 5-89UF tie-in left; 1.01 =3D End at loop tie-in
5-0= 89W	0	0.454	0.45	5	20	New inventory=
&nb= sp;	Subtotal		8.924

5-091	0	0.81	0.81	5	18	0.00 = =3D Begin at West city limits Camdonton go SW; 0.02 =3D 5-91G left; 0.15 =3D 5-91G tie= -in left; 0.35 =3D 54-77 left; = 0.81 =3D End at dead end at private roads
5-0= 91G	0	0.24	0.24	4	14	0.00 =3D Begi= n at 5-91 go SE and North; 0.24 =3D End at 5-91 loop tie-in
&nb= sp;	Subtotal		1.050

5-092	0	2.49	2.49	4	18	0.00 = =3D Begin at state route N-5 and North city limits go NE; 0.77 =3D Low water bridge; 0.93 =3D Paved ford; 1.09 =3D Low water bridge; 2.02 =3D Low water brid= ge; 2.19 =3D Low water bridge; 2.49 =3D End at 5-89L

5-095	0	0.24	0.24	4	18	0.00 = =3D Begin at city limits Camdenton, Missouri and Laywarn Avenue, go North; 0.24 =3D End at dead end

5-099	0	0.75	0.75	4	14	0.00 =3D Begin at state route= 5 go South; 0.75 =3D End at Circle Dr.

5-102	0	0.38	0.38	5	18	0.00 =3D Begin @ State Rte. 5= & 7 go North; 0.38 =3D End Co. Rd. @ private Dr.

5-106	0	0.85	0.85	5	20	0.00 = =3D Begin at junction state route 5 go South; 0.37 =3D Junction county road 5-106D rou= te; 0.47 =3D Junction county road 5-106G Lt.; 0.73 =3D Junction county road 5= -106J route; 0.85 =3D End type 5 surface
5-10= 6	0.85	1.92	1.07	2	18	0.85 =3D Begin type 2 surface go South; 0.89 =3D Paved ford; 1.92 =3D End coun= ty road 5-106 at county road D-133H
5-1= 06D	0	0.27	0.27	5	20	0.00 =3D Begi= n at county road 5-106 go West; 0.27 =3D End county road at private drive
5-1= 06G	0	0.12	0.12	5	20	0.00 =3D Begi= n and county road 5-106 SE; 0.12 =3D End at private drive
ROA= D	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
5-1= 06H	0	0.283	0.28	4	20	New inventory=
5-1= 06J	0	0.06	0.06	5	20	0.00 =3D Begi= n at county road 5-106 go SW; 0.06 =3D End county road at private drive
5-1= 06M	0	1.127	1.13	4	24	Extension of = existing inventory
&nb= sp;	Subtotal		3.780

5-112	0	2.62	2.62	4	20	0.00 =3D Begin @ Co. Rd. 54-7= 2 go South; 2.62 =3D End Co. Rd. @ Jct. State Rte. 5 & 7

5-115	0	0.188	0.19	4	20	New inventory

5-117	0	1.213	1.21	5	20	New inventory
5-1= 17C	0	1.011	1.01	4	20	New inventory=
5-1= 17D	0	0.273	0.27	5	20	New inventory=
5-1= 17G	0	0.097	0.10	5	20	New inventory=
&nb= sp;	Subtotal		2.591

5-120	0	1.08	1.08	4	20	0.00 =3D Begin at state route= 5 go SE; 1.08 =3D Junction county road 7-35 Lt. and route

5-127	0	0.24	0.24	4	14	0.00 =3D Begin at junction st= ate route 5 go West; 0.24 =3D End county road at private road

5-129	0	1.41	1.41	4	16	0.00 =3D Begin at junction st= ate route 5 go NW; 1.41 =3D End county road at private road

5-130	0	1.13	1.13	4	16	0.00 =3D Begin at state route= 5 go East; 1.13 =3D End county road at private drive

5-133	0	2.02	2.02	4	18	0.00 = =3D Begin at junction county roads D-133 and D-133H go SE; 2.02 =3D End at junction state route 5

5-138	0	2.17	2.17	4	12	0.00 = =3D Begin at state route 5 go SW; 0.65 =3D county road 5-138E route; 2.17 =3D End county road at private drive
5-1= 38E	0	0.24	0.24	4	12	0.00 =3D Begi= n at county road 5-138 go North; 0.24 =3D End county road at private drive
&nb= sp;	Subtotal		2.410

5-148(Spenc	0	4.56	4.56	4	18	0.00 = =3D Begin at state route 5 go NW; 1.22 Low water bridge; 4.56 =3D End at junction coun= ty roads D-144 route and county road D-148
5-1= 48C	0	0.506	0.51	4	20	New inventory=
&nb= sp;	Subtotal		5.070

ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
5-1= 85	0	0.796	0.80	4	20	New inventory=

5-192	0	6.51	6.51	4	14	0.00 = =3D Begin at junction state 5 go West; 1.51 =3D Paved ford; 4.51 =3D Low water bridge;= 6.51 =3D End county road 5-92 at Laclede county line
<= /td>
TOTAL LENGTH 5 ROADS	142.23

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet029.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
7-00= 3	0	2.89	2.89	5	20	0.00 =3D Begin at state route 7 go South; 0.66 =3D 7-3H left; 1.75 =3D 7-3L ri= ght; 2.01 =3D 7-3P left; 2.89 =3D End 20' width
7-0= 03	2.89	2.97	0.08	5	12	2.89 =3D Begi= n 12' width; 2.97 =3D End at dead end
7-0= 03H	0	0.88	0.88	4	20	0.00 =3D Begi= n at 7-3 go SE; 0.88 =3D End at private drive
7-00= 3L	0	1.28	1.28	5	18	0.00 =3D Begin at 7-3 go SW; 0.04 =3D 7-3L tie-in left; 0.45 =3D 7-3LE left; 0= .65 =3D 7-3LH right; 0.90 =3D 7-3LE left; 1.22 =3D 7-3LA right; 1.28 =3D End county Road at = 7-3L
7-0= 03LA	0	0.23	0.23	5	12	0.00 =3D Begi= n at 7-3L go SW; 0.23 =3D End at 7-3L tie-in =
7-0= 03LE	0	0.05	0.05	5	12	0.00 =3D Begin at 7-3L North; 0.0= 5 =3D End at 7-3L
7-0= 03LH	0	0.1	0.10	5	18	0.00 =3D Begi= n at 7-3L go North; 0.10 =3D End at private drive
7-0= 03P	0	0.52	0.52	4	18	0.00 =3D Begin at 7-3 go East; 0.= 52 =3D End at private drive
&nb= sp;	Subtotal		6.030

7-005	0	1.86	1.86	4	20	(See = highway map) 0.00 =3D Begin at state route 7 go South; 0.75 =3D Low water bridge;= 1.33 =3D Low water bridge; 1.61 =3D Low water bridge; 1.63 =3D 7-5U left; 1.67 =3D= Low water bridge; 1.86 =3D End at private roads
7-0= 05U	0	0.51	0.51	4	18	0.00 =3D Begi= n at 7-5 go South; 0.31 =3D Low water bridge; 0.51 =3D End dead end
&nb= sp;	Subtotal		2.370

7-006	0	3.06	3.06	4	20	0.00 =3D Begin at 5-58 go SW;= 3.06 =3D State route 7

7-008	0	0.48	0.48	4	18	0.00 =3D Begin at state route= 7 go South; 0.48 =3D End at private road

7-009	0	3.44	3.44	5	20	0.00 = =3D Begin at state route 7 go North; 1.83 =3D 7-9N right; 2.72 =3D 7-9U right; 2.77 = =3D Low water bridge; 3.08 =3D 7-9X left and 7-9W left; 3.44 =3D End at 7-9Z righ= t and 7-Y left
7-00= 9N	0	2.28	2.28	4	20	0.00 =3D Begin at 7-9 go East; 0.42 =3D 7-9U left; 1.20 =3D Paved ford; 1.27 = =3D Low water bride; 1.79 =3D 7-9NN left; 2.01 =3D 7-9NR right; 2.28 =3D End at private= roads
7-0= 09NE-10	0	0.227	0.23	4	20	New inventory=
7-0= 09NE6	0	0.425	0.43	5	20	New inventory=
7-0= 09NE6L	0	0.564	0.56	5	20	New inventory=
7-0= 09NE6L	0	0.34	0.34	4	20	Extension of = existing inventory
7-0= 09NE6R	0	0.417	0.42	5	20	New inventory=
7-0= 09NN	0	0.57	0.57	4	18	0.00 =3D Begin at 7-9N go North; 0.57 =3D End private road New inventory 0.00 = =3D Begin at 7-9N go East; 1.00 =3D End at private road Extension of existing inven= tory New inventory 0.00 =3D Begin at 7-9 go East; 0.76 =3D End type 5 surface<= /td>
7-0= 09NQ	0	0.623	0.62	4	20	New inventory=
7-0= 09NR	0	0.038	0.04	5	20	Extension of = existing inventory
ROA= D	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
7-0= 09NR	0	1	1.00	4	20	0.00 =3D Begi= n at 7-9N go East; 1.00 =3D End at private road
7-0= 09NR3	0	0.396	0.40	4	20	New inventory=
7-00= 9U	0.76	3.87	3.11	4	20	0.76 =3D Begin type 4 surface; 0.93 =3D 7-9UM left; 1.75 =3D Low water bridge;= 3.87 =3D End at 7-9N
7-0= 09U	0	0.76	0.76	5	20	0.00 =3D Begi= n at 7-9 go East; 0.76 =3D End type 5 surface
7-0= 09UM	0	0.03	0.03	4	16	0.00 =3D Begi= n at 7-9U go NW; 0.03 =3D End at private drive
7-0= 09W	0	0.65	0.65	4	18	0.00 =3D Begi= n at 7-9 go West; 0.30 =3D 7-9WF left; 0.65 =3D End at 7-9Y
7-00= 9WF	0	0.42	0.42	4	16	0.00 =3D Begin at 7-9W go West; 0.17 =3D Paved ford; 0.36 =3D Low water bridge= ; 0.42 =3D End at private roads
7-0= 09X	0	1.33	1.33	4	18	0.00 =3D Begi= n at 7-9Z go East; 1.33 =3D End at 7-9
7-0= 09Y	0	0.35	0.35	5	18	0.00 =3D Begi= n at 7-9W go East; 0.35 =3D End at 7-9Z and 7-9 right
7-0= 09Z	0	0.08	0.08	5	20	0.00 =3D Begi= n at 7-9 go East; 0.08 =3D End at 7-9X
&nb= sp;	Subtotal		17.050

7-013	0	5.89	5.89	5	20	0.00 = =3D Begin at state route 7 go NE; 1.64 =3D Bridge, 7-13F; 1.91 =3D Low water bridge; 2.72 =3D Low water bridge; 2.84 =3D 7-13J; 4.65 =3D 7-13K right; 5.05 = =3D Junction 7-13M left and 7-13N right; 5.38 =3D 7-13P left; 5.89 =3D End 7-13 at junction 7-13T r= ight and 7-1
7-0= 13F	0	0.6	0.60	4	16	0.00 =3D Begi= n at 7-13 go West; 0.60 =3D End at private road
7-0= 13J	0	3.43	3.43	4	20	0.00 =3D Begin at 7-13 go NW; 1.13 =3D 7-13JP right; 2.22 =3D Z-2B left; 3.43 =3D End at private road
7-0= 13J	0	0.129	0.13	5	20	Extension of = existing inventory
7-0= 13JP	0	1.53	1.53	4	18	0.00 =3D Begi= n at 7-13J go NW; 1.53 =3D End at private road
7-01= 3K	0	0.77	0.77	4	18	0.00 =3D Begin at 7-13 go SE; 0.05 =3D 7-13KB left; 0.33 =3D 7-13KB left tie-i= n; 0.77 =3D End at loop tie-in
7-0= 13KB	0	0.27	0.27	4	16	0.00 =3D Begi= n at 7-13K go West; 0.27 =3D End at 7-13K (loop tie-in)
7-0= 13M	0	0.94	0.94	5	20	0.00 =3D Begi= n at 7-13 go NW; 0.92 =3D 7-13MH right; 0.94 =3D End type 5 surface
7-0= 13M	0.94	1.41	0.47	4	20	0.94 =3D Begi= n type 4 surface; 0.99 =3D 7-13MJ right; 1.41 =3D End at 7-13MJ
7-0= 13MH	0	0.36	0.36	4	20	0.00 =3D Begi= n at 7-13M go North; 0.36 =3D End at private roads
7-0= 13MJ	0	0.36	0.36	4	20	0.00 =3D Begi= n at dead end at lake go SE; 0.36 =3D End at 7-13M
7-0= 13MJ	0	0.089	0.09	5	20	Extension of = existing inventory
7-0= 13N	0	0.54	0.54	4	18	0.00 =3D Begi= n at 7-13 go SE; 0.54 =3D 7-13N tie-in; 0.54 =3D End at private roads
7-0= 13N	0	0.186	0.19	4	20	Extension of = existing inventory
7-0= 13NG	0	0.443	0.44	4	20	New inventory=
7-0= 13P	0	1.16	1.16	4	20	0.00 =3D Begi= n at 7-13 go North; 0.34 =3D 7-13PH left; 1.16 =3D End at 7-13P (loop tie-in)
7-0= 13PH	0	0.65	0.65	4	18	0.00 =3D Begi= n at 7-13P go NW; 0.65 =3D End at 7-13PH (loop tie-in)
7-0= 13PH7	0	0.205	0.21	5	20	New inventory=
7-0= 13PK	0	0.455	0.46	4	20	New inventory=
ROA= D	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
7-01= 3S	0	0.7	0.70	4	16	0.00 =3D Begin at 7-13 go North; 0.09 =3D 7-13SB left; 0.33 =3D 7-13SB left; 0.70 =3D End at 7-13 (loop tie-in)
7-0= 13SB	0	0.22	0.22	4	16	0.00 =3D Begi= n at 7-13S go West; 0.22 =3D End 7-13SB (tie-in)
7-01= 3T	0	0.75	0.75	5	20	0.00 =3D Begin at 7-13 go East; 0.26 =3D 7-13TF right; 0.37 =3D 7-13TJ left; 0.45 =3D 7-13TF right (tie-in); 0.75 =3D End at private roads
7-0= 13TF	0	0.52	0.52	4	20	0.00 =3D Begi= n at 7-13T go SW; 0.52 =3D End 7-13T
7-0= 13TJ	0	0.54	0.54	4	16	0.00 =3D Begi= n at 7-13T go NW; 0.38 =3D 7-13TJ left tie-in; 0.54 =3D End at 7-13TJ (loop tie-in)<= /td>
&nb= sp;	Subtotal		21.207

7-017	0	2.13	2.13	4	22	0.00 = =3D Begin at state route 7 go South; 1.20 =3D 7-17H right; 1.97 =3D 7-17K right; 2.13 =3D End at Fiery Fork (Conservation Area)
7-01= 7H	0	2.4	2.40	4	16	0.00 =3D Begin at junction county roads 7-23H and 7-23S go NE; 0.58 =3D Natural ford; 1.34 =3D Natural ford; 2.40 =3D End at 1-17
7-01= 7K	0	0.53	0.53	4	16	0.00 =3D Begin at 7-17 go SW and SE; 0.22 =3D Paved ford; 0.52 =3D Natural for= d; 0.53 =3D End and state forest area
&nb= sp;	Subtotal		5.060

7-020	0	1.515	1.52	4	20	New inventory

7-023	0	3.67	3.67	4	22	0.00 = =3D Begin at state route 7 go SE; 0.97 =3D 7-23H; 3.67 =3D End at junction county roads 7-23S left and N-165
7-0= 23H	0	1.82	1.82	4	18	0.00 =3D Begi= n at junction 7-23S and 7-17H go NW; 1.82 =3D End at 7-23
7-02= 3S	0	1.16	1.16	4	16	0.00 =3D Begin at 7-23 and N-165 go North; 0.08 =3D Natural ford; 1.16 =3D End at junction 7-17H right and 7-23H left
&nb= sp;	Subtotal		6.650

7-026	0	0.48	0.48	4	20	0.00 =3D Begin at state route= 7 go South; 0.48 =3D End at private drive

7-030	0	0.39	0.39	4	22	0.00 =3D Begin at state route= 7 go South and East; 0.39 =3D End at state route NN

7-035	0	4.69	4.69	4	18	0.00 = =3D Begin @ State Rte. 7 go South; 1.16 =3D Jct. Co. Rd. 5-120 Rt.; 1.59 =3D Low wate= r Bridge; 4.19 =3D Jct. State Rte. P Rt.; 4.53 =3D paved Ford; 4.69 =3D E= nd Co. Rd. @ Jct. Co. Rds. BB-35 & Co. Rd. 7-50

7-038	0	0.156	0.16	4	15	New inventory

ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
7-0= 39	0	0.117	0.12	4	15	New inventory=

7-042	0	2.76	2.76	4	18	0.00 = =3D Begin at junction state route 7 go South; 0.26 =3D Low water bridge; 2.25 =3D Low = water bridge; 2.76 =3D End county road at county road 7-50

7-050	0	5.67	5.67	4	18	0.00 = =3D Begin Co. Rd. @ Co. Rd. 7-35 & BB-35 go NE; 0.12 =3D paved Ford; 1.12 =3D P= aved Ford; 2.30 =3D Jct. Co. Rd. 7-42 Lt.; 4.19 =3D Low water Bridge; 5.67 =3D= End Co. Rd. @ State Rte. 7

7-058	0	2.04	2.04	4	20	0.00 = =3D Jct. Co. Rds. 7-65C & 7-65F go West; 0.59 =3D Paved Ford; 2.04 =3D End Co. Rd. @ Jct. State Rte. 7
7-0= 58C	0	0.5	0.50	4	20	New inventory=
&nb= sp;	Subtotal		2.540

7-065	0	4.35	4.35	4	18	0.00 = =3D Jct. Co. Rds A-62 Rt. & Jct. Co. Rd. A-65 Lt. Go South; 1.31 =3D Jct. Co. Rd. = 7-65F Rt.; 1.37 =3D paved Ford; 2.47 =3D Jct. Co. Rd. A-96 Lt.; 2.98 =3D Jct. C= o. Rd. 7-65C Rt.; 3.03 =3D paved Ford; 4.35 =3D Jct. Co. Rd. 7-65A Rts.
7-0= 65	4.35	4.47	0.12	5	24	End surf Type= 4; 4.35 =3D Begin Type 5; 4.47 =3D End Type 5 Rd.
7-06= 5	4.47	4.8	0.33	4	22	4.47 =3D Begin Type 4 Co. Rd. 7-65 go East; 4.80 =3D End Co. Rd. 7-65 @ Jct. State Rte. 7 Lt. & Rt.
7-0= 65A	0	0.29	0.29	5	24	0.00 =3D Jct.= Co. Rd. 7-65 go NW; 0.29 =3D End Co. Rd. 7-65A @ Dead End
7-06= 5C	0	1.27	1.27	4	20	0.00 =3D Jct. Co. Rd. 7-65 go West & North; 1.27 =3D Jct. Co. Rds. 7-58 Lt. & Jct. Co. Rd. 7-65F
7-06= 5F	0	1.69	1.69	4	20	0.00 =3D Jct. Co. Rds. 7-58 & 7-65C go North & East; 0.66 =3D Paved Ford; 1.69 =3D End Co. Rd @ Jct. Co. Rd. 7-65 Rt. & Lt.
&nb= sp;	Subtotal		8.050

7-068	0	1.84	1.84	4	16	0.00 = =3D Jct. State Rte. 7 go West & South; 0.60 =3D Jct. Co. Rd. BB-8 Rt.; 1.83 =3D Bridge; 1.84 =3D End Co. Rd. @ Jct. Co. Rds. BB-20 Rt. & Co. Rd. T-20=

7-076	0	0.17	0.17	5	20	0.00 =3D Jct. State Rte. 7 go= North; 0.17 =3D End Co. Rd. @ Dead End

7-082	0	6.08	6.08	4	18	0.00 = =3D Begin Co. Rd. 7-82 @ Jct. Co. Rd. A-110 go N.W. & South: 0.50 =3D Jct. Co.<= br> Rd. 7-133 Lt; 3.38 =3D Paved Ford; 4.00 =3D Low water Bridge; 6.08 =3D = End Co. Rd. @ Jct. State Rte. 7

ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
7-12= 0	0	3.14	3.14	4	18	0.00 =3D Jct. Co. Rds H-128 Rt. & Co. Rd. H-120 go North; 3.14 =3D End Co. Rd. @ Jct. State Rte. 7

7-130(H-130	0	1.76	1.76	4	16	0.00 = =3D Jct. State Rte. 7 go South; 0.62 =3D Bridge; 1.76 =3D End Co. Rd. @ Jct. Co. Rd. 128 Lt. & Rt.

7-133	0	1.26	1.26	4	20	0.00 =3D Jct. State Rte. 7 go= North; 1.26 =3D End Co. Rd. @ Jct. Rd. 7-82

TOTAL LENGTH 7 ROADS	102.53

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet030.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
54-= 029	0	0.47	0.47	4	18	0.00 =3D Begi= n at J-64 go East; 0.47 =3D End at state route 54
&nb= sp;
54-0= 59	0	0.88	0.88	5	18	0.00 =3D Begin at Osage Beach City Maintenance go West and South; 0.18 =3D Cou= nty road 54-59F left; 0.99 =3D End at Swiss Village-private road
54-= 059	0	0.174	0.17	5	20	Extension of = existing inventory
54-0= 59F	0	1.09	1.09	4	16	0.00 =3D Begin at 54-59 go West, South, and NE; 1.03 =3D Paved ford; 1.09 =3D End at Osage Beach city limits
54-= 059J	0	0.502	0.50	5	20	New inventory=
54-= 059JA	0	0.164	0.16	5	20	New inventory=
&nb= sp;	Subtotal		2.810

54-063	0	0.99	0.99	5	18	0.00 = =3D Begin at state route go West; 0.39 =3D County road 54-63D left; 0.81 =3D County ro= ad 54-63H right; 0.99 =3D End type 5 surface
54-= 063	0.99	1.24	0.25	4	12	0.99 =3D Begi= n type 4 surface North and South; 1.24 =3D End at 54-63 tie-in loop
54-= 063D	0	1.02	1.02	5	16	0.00 =3D Bega= in at 54-63 go South and West; 1.02 =3D End at private drives
54-= 063DC	0	0.043	0.04	5	20	New Inventory=
54-= 063DD	0	0.209	0.21	5	20	New Inventory=
54-= 063H	0	0.38	0.38	5	16	0.00 =3D Begi= n at 54-63 go North; 0.38 =3D End at dead end and private road
&nb= sp;	Subtotal		2.892

54-064Spring	0	1.45	1.45	5	18	0.00 =3D Begin at state 54 go= West and North; 1.45 =3D End at dead end (private road)

54-065	0	6.74	6.74	4	18	0.00 = =3D Begin at county road A-33 go North, enter Missouri state boundary; 0.74 =3D Juncti= on county road 54-65R Lt.; 1.37 =3D Paved ford; 1.45 =3D Low water bridge; 1= .77 =3D Junction county road A-23 Lt.; 1.75 =3D end Missouri state park boundary;= 2.99 =3D Enter Miss
54-= 065E	0	0.58	0.58	4	14	0.00 =3D Begi= n at county road 64-65 go SW; 0.58 =3D End county road at cemetery
54-= 065R	0	0.7	0.70	4	14	0.00 =3D Begin at county road 54-65 go South, enter Missouri state park bounda= ry; 0.25 =3D End state park boundary; 0.53 =3D Begin State park boundary righ= t side; 0.70 =3D End county road at private roads, left and right (state park boundary conit= nue)
&nb= sp;	Subtotal		8.020

54-068	0	1.41	1.41	5	22	0.00 =3D Begin @ Co. Rd. 17D = go NW; 1.28 =3D Bridge; 1.41 =3D End Co. Rd. @ State Rte. 54
54-= 068C	0	0.841	0.84	5	20	New inventory=
&nb= sp;	Subtotal		2.251

ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
54-0= 69A	0	2.53	2.53	4	18	0.00 =3D Begin at state route 54 go NW and South; 2.53 =3D End at city limits<= br> Linncreek and 54-69E
54-= 069AN	0	0.2	0.20	4	14	0.00 =3D Begi= n at 54-69A go NW; 0.20 =3D End at private roads
54-= 069E	0	0.19	0.19	4	12	0.00 =3D Begi= n at county road 54-69A and Linn Creek city limits; 0.19 =3D End at dead end
&nb= sp;	Subtotal		2.920

54-072	0	0.84	0.84	5	18	0.00 = =3D Begin @ State Rte. 54 go South & West; 0.42 =3D Co. Rd. 5-12 Lt.; 0.84 =3D End Co. Rd. @ Dead End.

54-073	0	0.33	0.33	4	12	0.00 = =3D Begin at HA-HA Tonka road go South; 0.33 =3D End county road at private drive (Dead End)

54-074	0	0.93	0.93	5	20	0.00 = =3D Begin at junction state route 54 and go West; 0.93 =3D End county road at state route D

54-076	0	0.69	0.69	5	18	0.00 =3D Begin at state route= 54 go SE; 0.69 =3D End at state route D

54-077	0	1.02	1.02	5	18	0.00 = =3D Begin at state route 54 NE; 0.13 =3D Low water bridge; 1.02 =3D End at junction 5-91 left and 5-91

54-079	0	2.43	2.43	5	20	0.00 = =3D Begin at state 54 go South; 0.44 =3D 54-79D left; 0.46 =3D 54-79E left; 0.49 =3D 5= 4-79F left; 0.76 =3D 54-79G right; 0.99 =3D 54-79T-2 right; 1.24 =3D 54-79T-2 r= ight; 1.53 =3D 54-79X right; 1.72 =3D 54-79Z right; 1.85 =3D 54-79X tie-in right; 2.= 07 =3D 54-79Z right
54-0= 79D	0	0.32	0.32	5	14	0.00 =3D Begin at 54-79 go East; 0.23 =3D 54-79E right; 0.32 =3D End at Lake Valley Condominium
54-= 079E	0	0.25	0.25	5	12	0.00 =3D Begi= n at 54-79D go South and West; 0.25 =3D End at 54-79
54-= 079F	0	0.55	0.55	5	12	0.00 =3D Begi= n at 54-79 go East, South, and East; 0.55 =3D End at dead end private drive
54-= 079G	0	1.1	1.10	5	16	0.00 =3D Begi= n at 54-79 go NW; 1.10 =3D End at state route 54
54-= 079T-2	0	0.78	0.78	5	16	0.00 =3D Begin at 54-79 go South; 0.07 =3D 54-79 left; 0.14 =3D 54-79TH left; = 0.19 =3D 54-79TI right; 0.20 =3D 54-79TJ left; 0.23 =3D 54-79TK right; 0.25 =3D 54= -79TJ left tie-in; 0.28 =3D 54-79TM right; 0.29 =3D 54-79TD left; 0.32 =3D 54-79TP r= ight; 0.34 =3D 54-79TQ left; 0.3
54-= 079TE	0	0.14	0.14	4	12	0.00 =3D Begi= n at 54-79T2 go West and South; 0.14 =3D End at dead end
54-0= 79TF	0	0.17	0.17	4	12	0.00 =3D Begin at 54-79T2 go West and North; 0.17 =3D End at junction county roads 54-79T2 and 54-79TE
54-= 079TH	0	0.1	0.10	4	12	0.00 =3D Begi= n at 54-79T2 go East; 0.10 =3D End at dead end private drive
54-= 079TI	0	0.12	0.12	4	12	0.00 =3D Begi= n at 54-79T2 go East; 0.12 =3D End at 54-79T2
ROA= D	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
54-= 079TJ	0	0.24	0.24	4	12	0.00 =3D Begi= n at 54-79T2 go East, South, and West; 0.24 =3D End at 54-79T2 tie-in (loop)
54-= 079TK	0	0.11	0.11	4	12	0.00 =3D Begi= n at 54-79T2 go West; 0.11 =3D End at 54-79T2
54-= 079TM	0	0.09	0.09	4	12	0.00 =3D Begi= n at 54-79T2 go East; 0.09 =3D End at 54-79T2
54-= 079TO	0	0.11	0.11	4	12	0.00 =3D Begi= n at 54-79T2 go East; 0.11 =3D End at dead end at lake
54-= 079TP	0	0.07	0.07	4	12	0.00 =3D Begi= n at 54-79T2 go West; 0.07 =3D End at 54-79T2
54-= 079TQ	0	0.11	0.11	4	12	0.00 =3D Begi= n at 54-79T2 go East; 0.11 =3D End at dead end at lake
54-= 079TR	0	0.13	0.13	4	12	0.00 =3D Begi= n at 54-79T2 go East; 0.13 =3D End at dead end at lake
54-0= 79X	0	0.3	0.30	4	12	0.00 =3D Begin at 54-79 go South and East; 0.20 =3D 54-79Z left and right; 0.30 =3D End at 54-79 (tie-in)
54-= 079XA	0	0.084	0.08	4	12	New inventory=
54-= 079Z	0	0.22	0.22	4	12	0.00 =3D Begi= n at 54-79 go South; 0.05 =3D 54-79X left and right; 0.22 =3D End at 54-79 (tie-in)<= /td>
&nb= sp;	Subtotal		7.424

54-080	0	1.01	1.01	5	20	0.00 = =3D Begin at junction 54-86 and 54-82 go East; 0.48 =3D 54-80D left; 0.73 =3D 54-80A left; 1.01 =3D End at state route 54
54-0= 80A	0	1.3	1.30	5	18	0.00 =3D Begin at 54-80 go North; 0.71 =3D 54-80F right; 1.15 =3D 54-80AK right; 1.30 =3D End at 54-80AK
54-= 080AF	0	0.6	0.60	4	14	0.00 =3D Begi= n at 54-80A go SW and West; 0.60 =3D End at dead end at private drive
54-= 080AK	0	0.35	0.35	4	14	0.00 =3D Begi= n at 54-80A go South and West; 0.35 =3D End at 54-80A (loop tie-in)
54-= 080D	0	0.84	0.84	4	16	0.00 =3D Begi= n at 54-80 go North; 0.84 =3D End at dead end at private road
&nb= sp;	Subtotal		4.100

54-081	0	2.8	2.80	4	18	0.00 =3D Begin at state route= 54 go South; 2.80 =3D End at private road

54-082	0	3.9	3.90	5	18	0.00 = =3D Begin at state route 54 go North; 0.97 =3D 54-86 left and 54-80 right; 1.18 =3D 54= -82E left; 1.57 =3D 54-82H left; 2.40 =3D Loop tie-in (54-82) left; 3.90 =3D E= nd at 54-82 loop tie-in
54-0= 82E	0	0.57	0.57	4	16	0.00 =3D Begin at 54-82 go North; 0.35 =3D 54-82ED left; 0.57 =3D End at dead end = adt private road
54-= 082ED	0	0.48	0.48	4	20	0.00 =3D Begi= n at 54-82E go NW; 0.48 =3D End type 4 surface
54-= 082ED	0	0.627	0.63	5	20	New inventory=
54-= 082ED	0.48	0.63	0.15	5	22	0.48 =3D Begi= n type 5 surface, go SW; 0.65 =3D End at dead end private drive
54-0= 82H	0	1.01	1.01	4	12	0.00 =3D Begin at 54-82 go Northwest and South; 0.04 =3D 54-82H tie-in left; 0.71 =3D 54-82HK right; 1.01 =3D End at loop tie-in (54-82H)
54-= 082HK	0	0.31	0.31	4	10	0.00 =3D Begi= n at 54-82H go NW; 0.31 =3D End at dead ends at lake
&nb= sp;	Subtotal		7.047

ROAD	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
54-= 085	0	2.08	2.08	4	18	0.00 =3D Begi= n at state route 54 go South; 2.08 =3D End at dead end private road

54-086	0	1.1	1.10	5	20	0.00 =3D Begin at junction 54= -80 and 54-82 go West; 1.10 =3D End at state route AA

54-087	0	1.62	1.62	5	20	0.00 = =3D Begin at U-87 go NE; 0.23 =3D 54-89 right; 0.88 =3D 54-87F right; 1.62 =3D End at state route 54
54-= 087F	0	1.01	1.01	4	16	0.00 =3D Begi= n at 54-87 go SE; 1.01 =3D End at dead end (private drive)
&nb= sp;	Subtotal		2.630

54-089	0	2.61	2.61	4	18	0.00 =3D Begin at 54-87 go So= uth; 1.98 =3D 54-89F left; 2.61 =3D End at dead end private drive
54-= 089F	0	1.47	1.47	4	16	0.00 =3D Begi= n at 54-89 go Southeast; 1.47 =3D End at dead end private roads
&nb= sp;	Subtotal		4.080

54-090	0	1.07	1.07	4	16	0.00 =3D Begin at J-90 go Sou= th; 1.07 =3D End at state route 54

54-098	0	0.14	0.14	5	20	0.00 =3D Begin at state route= 54 go South; 0.14 =3D End type 5 surface
54-0= 98	0.14	9.59	9.45	4	18	0.14 =3D Begin type 4 surface; 1.20 =3D 0-110 right; 1.37 =3D U-110 left; 3.37= =3D 0.121 right; 3.86 =3D O-135 right; 5.04 =3D 54-98M right; 8.77 =3D 54-98W left;= 9,59 =3D End at private roads
54-= 098M	0	1.68	1.68	4	20	0.00 =3D Begi= n at 54-98 go South; 1.68 =3D End at Dallas county line
54-0= 98W	0	0.8	0.80	4	16	0.00 =3D Begin at 54-98 go Northwest; 0.69 =3D Low water bridge; 0.75 =3D Paved ford; 0.80 =3D End at U-110 right
&nb= sp;	Subtotal		12.070

54-099	0	1.4	1.40	5	22	0.00 =3D Begin at state route= 54 go NW; 0.11 =3D 54-99D right; 1.40 =3D End at state rought 54
54-= 099D	0	0.39	0.39	4	10	0.00 =3D Begi= n at 54-99 go North; 0.39 =3D End at private drive
&nb= sp;	Subtotal		1.790

54-110	0	0.48	0.48	4	16	0.00 =3D Begin at state 54 go= SE; 0.49 =3D End at private drive

54-118	0	0.61	0.61	5	20	0.00 =3D Begin at state route= 54 go SW; 0.61 =3D End at state route 54 loop tie-in

54-119 Spur	0	0.07	0.07	5	20	0.00 =3D Begin at state route= 54 go NW; 0.07 =3D End at W-119
54-= 119-O	0	0.23	0.23	4	18	0.00 =3D Begi= n at 54-119-PA go East; 0.16 =3D 54-119-PF right; 0.23 =3D End at private driv= e
54-= 119-P	0	0.3	0.30	4	16	0.00 =3D Begi= n at 54-119 go West; 0.30 =3D End at 54-119-PA
54-= 119-PA	0	0.54	0.54	4	18	0.00 =3D Begi= n at 54-119Q go North and East; 0.07 =3D 54-119PF left; 0.54 =3D End at 54-119= P
54-= 119-PF	0	0.1	0.10	4	18	0.00 =3D Begi= n at 54-119-O go SW; 0.10 =3D End at 54-119-PA
ROA= D	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
54-= 119Q	0	0.714	0.71	4	20	New inventory=
54-= 119-Q	0	0.7	0.07	4	20	0.00 =3D Begi= n at W-119 go NW; 0.70 =3D End at dead end
54-= 119QE	0	1.162	1.16	4	20	New inventory=
&nb= sp;	Subtotal		3.186

54-125	0	1.27	1.27	4	16	0.00 =3D Begin at state 54 go= South; 0.78 =3D 54-125K right; 1.27 =3D End at 73-124
54-= 125K	0	0.76	0.76	4	16	0.00 =3D Begi= n at 54-125 go West; 0.76 =3D End at dead end private drive
&nb= sp;	Subtotal		2.030

54-126	0	2.52	2.52	4	18	0.00 =3D Begin at state route= 54 North; 2.52 =3D End at state route W

54-134	0	1.19	1.19	4	14	0.00 =3D Begin at state 54 go= South; 1.19 =3D End at dead end at private drive

54-140	0	0.75	0.75	4	16	0.00 =3D Begin at state route= 54 go South; 0.75 =3D End at dead end private drive

54-146	0	1.49	1.49	4	18	0.00 =3D Begin at 73-124 go N= orth; 0.52 =3D Paved ford; 1.49 =3D End at state route 54
<= /td>
TOTAL LENGTH 54 ROADS	83.07

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet031.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
73-1= 24	0	4	4.00	4	18	0.00 =3D Begin at state route 73 go West; 0.70 =3D 54-125 right; 1.20 =3D 73-1= 24P left; 2.36 =3D Low water bridge; 2.80 =3D 54-146 right; 4.00 =3D End at Hickory= county line
73-= 124F	0	0.25	0.25	4	14	0.00 =3D Begi= n at 73-124 go South; 0.25 =3D End at dead end at private road
73-= 124P	0	0.74	0.74	4	16	0.00 =3D Begi= n at 73-124 go South; 0.74 =3D End at "C" route Camden and Dallas co= unt line
&nb= sp;	Subtotal		4.990

73-133	0	3.62	3.62	4	18	0.00 =3D Begin at state route= 73 go East; 3.62 =3D End at state route O

73-140	0	0.3	0.30	4	14	0.00 =3D Begin at state 73 go= West; 0.30 =3D End at dead end at private drive
<= /td>
TOTAL LENGTH 73 ROADS	8.91

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet032.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
134-= 002	0	2.37	2.37	5	20	0.00 =3D Begin county road at Miller and Camden county line go west (enter Lak= e of the Ozarks State Park); 2.37 =3D End countyroad 134-E at Camp Hawthorne and Camp Clover Point roads

134-006	0	1.24	1.24	4	18	0.00 = =3D Begin at Miller and Camden county line go West; 1.24 =3D End county road at private drive

TOTAL LENGTH 134 ROADS	3.61

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet033.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

ROAD	BEGIN	END	LENGTH<= /td>	SURFACE=	WIDTH	REMAR= KS
135-= 003	0	4.52	4.52	4	18	0.00 =3D Begin at Morgan county line SW; 0.19 =3D 135-3A left; 2.68 =3D 135-3N left; 3.53 =3D 135-3F left; 3.86 =3D Bridge; 4.52 =3D End at Camden and Morga= n county line
135= -003A	0	0.38	0.38	4	18	0.00 =3D Begi= n at 135-3 go Southwest; 0.12 =3D 135-3AG left; 0.38 =3D End at private road
135= -003A	0	0.142	0.14	4	20	Extension of = existing inventory
135= -003AA	0	0.7	0.70	4	16	0.00 =3D Begi= n at Morgan county line go SW; 0.70 =3D End at private roads
135= -003AG	0	0.64	0.64	4	16	0.00 =3D Begi= n at 135-3A go South; 0.64 =3D End at private roads
135-= 003B	0	2.66	2.66	4	20	0.00 =3D Begin at Morgan county and Camden county line go South; 1.38 =3D 135-= 3BR right; 1.61 =3D 135-3BT right; 2.51 =3D 135-3BV left; 2.66 =3D End at cem= etery and private road
135-= 003BR	0	1.86	1.86	4	20	0.00 =3D Begin at 135-3B go South; 0.91 =3D 135-3BR8 right; 1.25 =3D 135-3BR6 left; 1.49 =3D 135-3BR6 left (tie-in); 1.86 =3D End at 135-3BR loop tie-in
135= -003BR6	0	0.15	0.15	4	12	0.00 =3D Begi= n at 135-3BR go NE; 0.15 =3D End at 135-3BR
135= -003BR8	0	0.18	0.18	4	14	0.00 =3D Begi= n at 135-3BR go South; 0.18 =3D End at dead end
135= -003BT	0	0.96	0.96	4	18	0.00 =3D Begi= n at 135-3B go SE; 0.40 =3D 135-3BT6 right (loop); 0.96 =3D End at private roa= d
135= -003BT6	0	0.8	0.80	4	16	0.00 =3D Begi= n at 135-3BT go South and North (loop); 0.80 =3D End at tie-in at 135-3BT
135= -003BV	0	0.59	0.59	4	14	0.00 =3D Begi= n at 135-3B go NE; 0.59 =3D End at dead end
135= -003F	0	0.84	0.84	4	16	0.00 =3D Begi= n at 135-3 go West; 0.43 =3D 135-3FD right; 0.84 =3D 135-3F tie-in
135= -003FD	0	0.3	0.30	4	14	0.00 =3D Begi= n at 135-3F go West; 0.30 =3D End at private road
135= -003N	0	0.12	0.12	4	16	0.00 =3D Begi= n at 135-3 go South; 0.12 =3D End at Johnson Bro's Marine
<= /td>
TOTAL LENGTH 135 ROADS	14.84

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/sheet034.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"

Road	BEGIN	END	LENGTH	SURFACE	WIDTH	REMARKS
5	0	0.19	0.19	5	20	Begin at Outer Drive go West to end at tie-in Outer Drive =3D 0.19
Mary Ct.	0	0.16	0.16	5	20	Begin at Carrol Road go North to End at dead end =3D 0.16
134-2	0	2.37	2.37	5	20	0.00 =3D Begin county = road at Miller and Camden county line go west (enter Lake of the Ozarks State Par= k); 2.37 =3D End countyroad 134-E at Camp Hawthorne and Camp Clover Point roads
134-6	0	1.24	1.24	4	18	0.00 =3D Begin at Miller and Camden county line go West; 1.24 =3D End= county road at private drive
135-3	0	4.52	4.52	4	18	0.00 =3D Begin at Morg= an county line SW; 0.19 =3D 135-3A left; 2.68 =3D 135-3N left; 3.53 =3D 135-3F left= ; 3.86 =3D Bridge; 4.52 =3D End at Camden and Morgan county line
135-3A	0	0.38	0.38	4	18	0.00 =3D Begin at 135-3 go Southwest; 0.12 =3D 135-3AG left; 0.38 =3D= End at private road
135-3A	0	0.142	0.14	4	20	Extension of existing inventory
135-3AA	0	0.7	0.70	4	16	0.00 =3D Begin at Morgan county line go SW; 0.70 =3D End at private r= oads
135-3AG	0	0.64	0.64	4	16	0.00 =3D Begin at 135-3A go South; 0.64 =3D End at private roads
135-3B	0	2.66	2.66	4	20	0.00 =3D Begin at Morg= an county and Camden county line go South; 1.38 =3D 135-3BR right; 1.61 =3D 135-3BT= right; 2.51 =3D 135-3BV left; 2.66 =3D End at cemetery and private road
135-3BR	0	1.86	1.86	4	20	0.00 =3D Begin at 135-3B go = South; 0.91 =3D 135-3BR8 right; 1.25 =3D 135-3BR6 left; 1.49 =3D 135-3BR6 left (= tie-in); 1.86 =3D End at 135-3BR loop tie-in
135-3BR6	0	0.15	0.15	4	12	0.00 =3D Begin at 135-3BR go NE; 0.15 =3D End at 135-3BR
135-3BR8	0	0.18	0.18	4	14	0.00 =3D Begin at 135-3BR go South; 0.18 =3D End at dead end
135-3BT	0	0.96	0.96	4	18	0.00 =3D Begin at 135-3B go SE; 0.40 =3D 135-3BT6 right (loop); 0.96 = =3D End at private road
135-3BT6	0	0.8	0.80	4	16	0.00 =3D Begin at 135-3BT go South and North (loop); 0.80 =3D End at = tie-in at 135-3BT
135-3BV	0	0.59	0.59	4	14	0.00 =3D Begin at 135-3B go NE; 0.59 =3D End at dead end
135-3F	0	0.84	0.84	4	16	0.00 =3D Begin at 135-3 go West; 0.43 =3D 135-3FD right; 0.84 =3D 135= -3F tie-in
135-3FD	0	0.3	0.30	4	14	0.00 =3D Begin at 135-3F go West; 0.30 =3D End at private road
135-3N	0	0.12	0.12	4	16	0.00 =3D Begin at 135-3 go South; 0.12 =3D End at Johnson Bro's Marin= e
5-102	0	0.38	0.38	5	18	0.00 =3D Begin @ State Rte. 5 & 7 go North; 0.38 =3D End Co. Rd. @ private Dr.
5-106	0	0.85	0.85	5	20	0.00 =3D Begin at junc= tion state route 5 go South; 0.37 =3D Junction county road 5-106D route; 0.47 =3D Junction county road 5-106G Lt.; 0.73 =3D Junction county road= 5-106J route; 0.85 =3D End type 5 surface
5-106	0.85	1.92	1.07	2	18	0.85 =3D Begin type 2 surface go South; 0.89 =3D Paved ford; 1.92 =3D= End county road 5-106 at county road D-133H
5-106D	0	0.27	0.27	5	20	0.00 =3D Begin at county road 5-106 go West; 0.27 =3D End county road= at private drive
5-106G	0	0.12	0.12	5	20	0.00 =3D Begin and county road 5-106 SE; 0.12 =3D End at private driv= e
5-106H	0	0.283	0.28	4	20	New inventory
5-106J	0	0.06	0.06	5	20	0.00 =3D Begin at county road 5-106 go SW; 0.06 =3D End county road at private drive
5-106M	0	1.127	1.13	4	24	Extension of existing inventory
5-112	0	2.62	2.62	4	20	0.00 =3D Begin @ Co. Rd. 54-72 go South; 2.62 =3D End Co. Rd. @ Jct. = State Rte. 5 & 7
5-115	0	0.188	0.19	4	20	New inventory
5-117	0	1.213	1.21	5	20	New inventory
5-117C	0	1.011	1.01	4	20	New inventory
5-117D	0	0.273	0.27	5	20	New inventory
5-117G	0	0.097	0.10	5	20	New inventory
5-120	0	1.08	1.08	4	20	0.00 =3D Begin at state route 5 go SE; 1.08 =3D Junction county road = 7-35 Lt. and route
5-127	0	0.24	0.24	4	14	0.00 =3D Begin at junction state route 5 go West; 0.24 =3D End county= road at private road
5-129	0	1.41	1.41	4	16	0.00 =3D Begin at junction state route 5 go NW; 1.41 =3D End county r= oad at private road
5-130	0	1.13	1.13	4	16	0.00 =3D Begin at state route 5 go East; 1.13 =3D End county road at = private drive
5-133	0	2.02	2.02	4	18	0.00 =3D Begin at junction county roads D-133 and D-133H go SE; 2.02 = =3D End at junction state route 5
5-138	0	2.17	2.17	4	12	0.00 =3D Begin at state route 5 go SW; 0.65 =3D county road 5-138E ro= ute; 2.17 =3D End county road at private drive
5-138E	0	0.24	0.24	4	12	0.00 =3D Begin at county road 5-138 go North; 0.24 =3D End county roa= d at private drive
5-148(Spenc	0	4.56	4.56	4	18	0.00 =3D Begin at state route 5 go NW; 1.22 Low water bridge; 4.56 = =3D End at junction county roads D-144 route and county road D-148
5-148C	0	0.506	0.51	4	20	New inventory
5-185	0	0.796	0.80	4	20	New inventory
5-192	0	6.51	6.51	4	14	0.00 =3D Begin at junction s= tate 5 go West; 1.51 =3D Paved ford; 4.51 =3D Low water bridge; 6.51 =3D End county= road 5-92 at Laclede county line
5-25N	0	2.02	2.02	4	24	0.00 =3D State route R= A go NS; 0.68 =3D 5-25NH right and 5-25NI left; 1.17 =3D 5-25NH tie-in; 1.26 =3D 5-25NI tie-in left; 1.40 =3D 5-25NT left and 5-25N tie-in righ= t; 2.02 =3D End at 5-25N tie-in (loop)
5-25NH	0	1.02	1.02	4	16	0.00 =3D Begin at 5-25N go NE and SW; 1.02 =3D End at 5-26N tie-in (l= oop)
5-25NI	0	0.69	0.69	4	18	0.00 =3D Begin at 5-25N go South and NE; 0.69 =3D End at tie-in (5-25= N)
5-25NT	0	0.13	0.13	4	18	0.00 =3D Begin at 5-25N go West; 0.13 =3D End at private drive
5-27	0	2.29	2.29	4	22	0.00 =3D Begin at Morgan county line go South; 1.64 =3D Bridge; 2.29 = =3D End at county roads 5-27H left and 5-27K right
5-27H	0	0.9	0.90	4	18	0.00 =3D Begin at 5-27 go SE; 0.90 =3D End circle tie-in (5-27H)
5-27K	0	1.34	1.34	4	20	0.00 =3D Begin at 5-27 go South; 0.30 =3D Paved ford; 0.58 =3D 5-27KE= right; 1.34 =3D End at private roads
5-27KE	0	0.53	0.53	4	18	0.00 =3D Begin at 5-27K go SW; 0.16 =3D 5-27KE4 left; 0.42 =3D 5-27KE= 7 right; 0.53 =3D End at private roads
5-27KE10(H	0	0.19	0.19	5	18	New Inventory
5-27KE4	0	0.29	0.29	4	22	0.00 =3D Begin at 5-27KE go South; 0.29 =3D End at private roads
5-27KE7	0	0.12	0.12	4	18	0.00 =3D Begin at 5-27KE go North; 0.12 =3D End at private roads
5-27S(R-A)	0	2.68	2.68	5	22	0.00 =3D Begin at state route R-A go SE; 1.03 =3D 5-25SM right; 1.99 = =3D 5-25SW left; 2.68 =3D End type 5 surface
5-27S(R-A)	2.68	3.4	0.72	4	14	2.68 =3D Begin type 4 surface; 3.40 =3D End 5-25S
5-27SM	0	0.19	0.19	5	22	0.00 =3D Begin at 5-25S go SW; 0.19 =3D End type 5 surface
5-27SM	0.19	0.41	0.22	4	20	0.19 =3D Begint type 4 surface SW, 5-25SM5 right; 0.41 =3D End at pri= vate roads
5-27SM5	0	0.36	0.36	4	18	0.00 =3D Begin at 5-25SM go West; 0.36 =3D End at private roads
5-27SW	0	0.15	0.15	5	20	0.00 =3D Begin at 5-25S go South; 0.15 =3D End at 5-25S
5-29	0	2.02	2.02	5	20	0.00 =3D Begin at Morgan county line go South; 2.02 =3D End type 5 su= rface
5-29	2.02	3.57	1.55	4	20	2.02 =3D Begin type 4 surface go West; 3.03 =3D Paved ford; 3.57 =3D = End at 5-27
5-29-B	0	0.738	0.74	5	20	New inventory
5-29-D	0	0.408	0.41	5	20	New inventory
5-30	0	0.08	0.08	5	22	0.00 =3D Begin at state route 5 go North; 0.08 =3D End type 5 surface=
5-30	0.08	0.16	0.08	4	20	0.08 =3D Begin type 4 surface ; 0.16 =3D End at Morgan county line
5-31 & 5-31	5-31	0.98	0.98	5	20	0.00 =3D Begin at state route 5 go SW; 0.98 =3D End at private roads<= /td>
5-32	0	0.49	0.49	5	20	0.00 =3D Begin at West city limits of Sunrise Beach go SW; 0.22 =3D 5= -32H right; 0.49 =3D 5-32K left, end type 5 surface
5-32	0.49	0.89	0.40	4	18	0.49 =3D Begin type 4 surface; 0.89 =3D End at loop (tie-in 5-32)
5-32H	0	0.46	0.46	4	18	0.00 =3D Begin at 5-32 go West; 0.46 =3D End at private drive
5-32K	0	0.2	0.20	5	18	0.00 =3D Begin at 5-32 go South; 0.20 =3D End at private roads
5-33	0	0.94	0.94	5	20	0.00 =3D Begin at NE city lilmits of Sunrise Beach go NE; 0.94 =3D En= d at Candenc county and Morgan county line
5-35B	0	0.89	0.89	5	20	0.00 =3D East side city limits of Sunrise Beach go East; 0.02 =3D 5-3= 5BC left; 0.32 =3D 5-35BWright; 0.89 =3D End at private drive
5-35BC	0	0.23	0.23	5	20	0.00 =3D Begin at 5-35B go North; 0.18 =3D 5-35BC2 right; 0.23 =3D En= d type 5 surface
5-35BC	0.23	0.53	0.30	4	14	0.23 =3D Begin type4 surface; 0.23 =3D 5-35BC3 right; 0.53 =3D End at= 5-35BC3
5-35BC2	0	0.05	0.05	5	18	0.00 =3D Begin at 5-35BC go East; 0.05 =3D End type 5 surface
5-35BC2	0.05	1.07	1.02	4	14	0.05 =3D Begin type 4 surface; 0.25 =3D 5-35BC2A right; 0.57 =3D 5-35= BC2A tie-in right; 1.07 =3D End at 5-35BC2 loop tie-in
5-35BC2A	0	0.35	0.46	4	14	0.00 =3D Begin at 5-35BC2 go South, East, and North; 0.35 =3D End at = 5-35BC2 loop tie-in
5-35BC3	0	0.46	0.46	4	14	0.00 =3D Begin at 5-35BC go North-East and South; 0.46 =3D End 5-35BC= loop tie-in
5-35BN	0	0.56	0.56	5	20	0.00 =3D Begin at 5-35B go SE; 0.56 =3D End at private roads
5-36	0	1.86	1.86	4	20	0.00 =3D Begin at South city limits of Sunrise Beach go SW; 0.68 =3D = 5-36J left; 1.86 =3D End at private road
5-36D	0	1.21	1.21	4	16	0.00 =3D Begin at South side city limits of Sunrise Beach go North; 1= .21 =3D End at 5-32
5-36DD	0	0.59	0.59	5	18	0.00 =3D Begin at South side city limits of Sunrise Beach go West; 0.= 59 =3D End at dead end
5-36J	0	0.66	0.66	4	18	0.00 =3D Begin at 5-36 go South; 0.66 =3D End at private roads
5-39	0	1.79	1.79	5	20	0.00 =3D Begin at east city limlits Sunrise Beach go NE; 1.79 =3D End= at private drive
5-41	0	0.94	0.94	5	20	0.00 =3D Begin at east city limits Sunrise Beach go NE; 0.94 =3D End = at Deer Park Camp Drive
54-110	0	0.48	0.48	4	16	0.00 =3D Begin at state 54 go SE; 0.49 =3D End at private drive
54-118	0	0.61	0.61	5	20	0.00 =3D Begin at state route 54 go SW; 0.61 =3D End at stae route 54= loop tie-in
54-119 Spur	0	0.07	0.07	5	20	0.00 =3D Begin at stte route 54 go NW; 0.07 =3D End at W-119
54-119-O	0	0.23	0.23	4	18	0.00 =3D Begin at 54-119-PA go East; 0.16 =3D 54-119-PF right; 0.23 = =3D End at private drive
54-119-P	0	0.3	0.30	4	16	0.00 =3D Begin at 54-119 go West; 0.30 =3D End at 54-119-PA
54-119-PA	0	0.54	0.54	4	18	0.00 =3D Begin at 54-119Q go North and East; 0.07 =3D 54-119PF left; = 0.54 =3D End at 54-119P
54-119-PF	0	0.1	0.10	4	18	0.00 =3D Begin at 54-119-O go SW; 0.10 =3D End at 54-119-PA
54-119Q	0	0.714	0.71	4	20	New inventory
54-119-Q	0	0.7	0.70	4	20	0.00 =3D Begin at W-119 go NW; 0.70 =3D End at dead end
54-119QE	0	1.162	1.16	4	20	New inventory
54-125	0	1.27	1.27	4	16	0.00 =3D Begin at state 54 go South; 0.78 =3D 54-125K right; 1.27 =3D= End at 73-124
54-125K	0	0.76	0.76	4	16	0.00 =3D Begin at 54-125 go West; 0.76 =3D End at dead end private dr= ive
54-126	0	2.52	2.52	4	18	0.00 =3D Begin at state route 54 North; 2.52 =3D End at state route W=
54-134	0	1.19	1.19	4	14	0.00 =3D Begin at state 54 go South; 1.19 =3D End at dead end at priv= ate drive
54-140	0	0.75	0.75	4	16	0.00 =3D Begin at state route 54 go South; 0.75 =3D End at dead end p= rivate drive
54-146	0	1.49	1.49	4	18	0.00 =3D Begin at 73-124 go North; 0.52 =3D Paved ford; 1.49 =3D End = at state route 54
54-29	0	0.47	0.47	4	18	0.00 =3D Begin at J-64 go East; 0.47 =3D End at state route 54
5-43	0	0.47	0.47	4	20	0.00 =3D Begin at state route 5 go West; 0.23 =3D 5-43H left; 0.47 = =3D End at private road
5-43H	0	0.23	0.23	4	20	0.00 =3D Begin at 5-43 go West; 0.23 =3D End at private drives
5-45	0	0.74	0.74	4	20	0.00 =3D Begin at state route 5 go West; 0.03 =3D 5-45C route; 0.74 = =3D End at private roads
5-45	0	0.109	0.11	5	20	Extension of existing inventory
54-59	0	0.88	0.88	5	18	0.00 =3D Begin at Osage Beac= h City Maintenance go West and South; 0.18 =3D County road 54-59F left; 0.99 =3D= End at Swiss Village - private road
54-59	0	0.174	0.17	5	20	Extension of existing inventory
54-59F	0	1.09	1.09	4	16	0.00 =3D Begin at 54-59 go West, South, and NE; 1.03 =3D Paved ford; = 1.09 =3D End at Osage Beach city limits
54-59J	0	0.502	0.50	5	20	New inventory
54-59JA	0	0.164	0.16	5	20	New inventory
5-45C	0	0.35	0.35	4	20	0.00 =3D Begin at 5-45 go West; 0.35 =3D End at private drive
54-63	0	0.99	0.99	5	18	0.00 =3D Begin at state route go West; 0.39 =3D County road 54-63D le= ft; 0.81 =3D County road 54-63H right; 0.99 =3D End type 5 surfac
54-63	0.99	1.24	0.25	4	12	0.99 =3D Begin type 4 surface North and South; 1.24 =3D End at 54-63 = tie-in loop
54-63D	0	1.02	1.02	5	16	0.00 =3D Begain at 54-63 go South and West; 1.02 =3D End at private d= rives
54-63DC	0	0.043	0.04	5	20	New Inventory
54-63DD	0	0.209	0.21	5	20	New Inventory
54-63H	0	0.38	0.38	5	16	0.00 =3D Begin at 54-63 go North; 0.38 =3D End at dead end and privat= e road
54-64Spring	0	1.45	1.45	5	18	0.00 =3D Begin at state 54 go West and North; 1.45 =3D End at dead end (private road)
54-65	0	6.74	6.74	4	18	0.00 =3D Begin at coun= ty road A-33 go North, enter Missouri state boundary; 0.74 =3D Junction county road 54= -65R Lt.; 1.37 =3D Paved ford; 1.45 =3D Low water bridge; 1.77 =3D Junction county road A-23 Lt.; 1.75= =3D end Missouri state park boundary; 2.99 =3D Enter Missouri state park boundary= ; 3.28 =3D County road 54-65E Lt.; 3.71 =3D End state park boundary; 4.47 =3D Low water bridge; 4.55 =3D E= nter state park boundary right side; 4.62 =3D End state park boundary; 6.74 =3D End = county road at junction state 54 left and right
54-65E	0	0.58	0.58	4	14	0.00 =3D Begin at county road 64-65 go SW; 0.58 =3D End county road at cemetery
54-65R	0	0.7	0.70	4	14	0.00 =3D Begin at coun= ty road 54-65 go South, enter Missouri state park boundary; 0.25 =3D End state pa= rk boundary; 0.53 =3D Begin State park boundary right side; 0.70 =3D End county road at private roads, left and right (state park boundary conit= nue)
54-68	0	1.41	1.41	5	22	0.00 =3D Begin @ Co. Rd. 17D go NW; 1.28 =3D Bridge; 1.41 =3D End Co.= Rd. @ State Rte. 54
54-68C	0	0.841	0.84	5	20	New inventory
54-69A	0	2.53	2.53	4	18	0.00 =3D Begin at state route 54 go NW and South; 2.53 =3D End at cit= y limits Linncreek and 54-69E
54-69AN	0	0.2	0.20	4	14	0.00 =3D Begin at 54-69A go NW; 0.20 =3D End at private roads
54-69E	0	0.19	0.19	4	12	0.00 =3D Begin at county road 54-69A and Linn Creek city limits; 0.19= =3D End at dead end
5-47	0	0.63	0.63	5	18	0.00 =3D Begin at F-2 go West; 0.63 =3D End at state route 5
54-72	0	0.84	0.84	5	18	0.00 =3D Begin @ State Rte. 54 go South & West; 0.42 =3D Co. Rd. = 5-12 Lt.; 0.84 =3D End Co. Rd. @ Dead End.
54-73	0	0.33	0.33	4	12	0.00 =3D Begin at HA-HA Tonka road go South; 0.33 =3D End county road= at private drive (Dead End)
54-74	0	0.93	0.93	5	20	0.00 =3D Begin at junction state route 54 and go West; 0.93 =3D End c= ounty road at state route D
54-76	0	0.69	0.69	5	18	0.00 =3D Begin at state route 54 go SE; 0.69 =3D End at state route D=
54-77	0	1.02	1.02	5	18	0.00 =3D Begin at state route 54 NE; 0.13 =3D Low water bridge; 1.02 = =3D End at junction 5-91 left and 5-91
54-79	0	2.43	2.43	5	20	0.00 =3D Begin at stat= e 54 go South; 0.44 =3D 54-79D left; 0.46 =3D 54-79E left; 0.49 =3D 54-79F left; = 0.76 =3D 54-79G right; 0.99 =3D 54-79T-2 right; 1.24 =3D 54-79T-2 right; 1.53 =3D 54-79X right= ; 1.72 =3D 54-79Z right; 1.85 =3D 54-79X tie-in right; 2.07 =3D 54-79Z right tie-in; 2.43 =3D 54-79T-2; 2.43 =3D End county road 54-79 at junction 5= 4-79T-2
54-79D	0	0.32	0.32	5	14	0.00 =3D Begin at 54-79 go East; 0.23 =3D 54-79E right; 0.32 =3D End = at Lake Valley Condominium
54-79E	0	0.25	0.25	5	12	0.00 =3D Begin at 54-79D go South and West; 0.25 =3D End at 54-79
54-79F	0	0.55	0.55	5	12	0.00 =3D Begin at 54-79 go East, South, and East; 0.55 =3D End at dea= d end private drive
54-79G	0	1.1	1.10	5	16	0.00 =3D Begin at 54-79 go NW; 1.10 =3D End at state route 54
54-79T-2	0	0.78	0.78	5	16	0.00 =3D Begin at 54-7= 9 go South; 0.07 =3D 54-79 left; 0.14 =3D 54-79TH left; 0.19 =3D 54-79TI right; 0.20 = =3D 54-79TJ left; 0.23 =3D 54-79TK right; 0.25 =3D 54-79TJ left tie-in; 0.28 =3D 54-79TM right; 0.29 =3D 5= 4-79TD left; 0.32 =3D 54-79TP right; 0.34 =3D 54-79TQ left; 0.35 =3D 54-79TR; 0.46 =3D 54-79TP right (tie-in); 0.51 =3D 54-79TM left; 0.53 =3D 54-79T= F left; 0.56 =3D 54-79TK right (tie-in); 0.61 =3D 54-79TI right (tie-in); 0.68 =3D 54-79TF left (tie-in); 0.78 =3D End at junction 54-89
54-79TE	0	0.14	0.14	4	12	0.00 =3D Begin at 54-79T2 go West and South; 0.14 =3D End at dead end=
54-79TF	0	0.17	0.17	4	12	0.00 =3D Begin at 54-79T2 go West and North; 0.17 =3D End at junction= county roads 54-79T2 and 54-79TE
54-79TH	0	0.1	0.10	4	12	0.00 =3D Begin at 54-79T2 go East; 0.10 =3D End at dead end private d= rive
54-79TI	0	0.12	0.12	4	12	0.00 =3D Begin at 54-79T2 go East; 0.12 =3D End at 54-79T2
54-79TJ	0	0.24	0.24	4	12	0.00 =3D Begin at 54-79T2 go East, South, and West; 0.24 =3D End at 5= 4-79T2 tie-in (loop)
54-79TK	0	0.11	0.11	4	12	0.00 =3D Begin at 54-79T2 go West; 0.11 =3D End at 54-79T2
54-79TM	0	0.09	0.09	4	12	0.00 =3D Begin at 54-79T2 go East; 0.09 =3D End at 54-79T2
54-79TO	0	0.11	0.11	4	12	0.00 =3D Begin at 54-79T2 go East; 0.11 =3D End at dead end at lake
54-79TP	0	0.07	0.07	4	12	0.00 =3D Begin at 54-79T2 go West; 0.07 =3D End at 54-79T2
54-79TQ	0	0.11	0.11	4	12	0.00 =3D Begin at 54-79T2 go East; 0.11 =3D End at dead end at lake
54-79TR	0	0.13	0.13	4	12	0.00 =3D Begin at 54-79T2 go East; 0.13 =3D End at dead end at lake
54-79X	0	0.3	0.30	4	12	0.00 =3D Begin at 54-79 go South and East; 0.20 =3D 54-79Z left and r= ight; 0.30 =3D End at 54-79 (tie-in)
54-79XA	0	0.084	0.08	4	12	New inventory
54-79Z	0	0.22	0.22	4	12	0.00 =3D Begin at 54-79 go South; 0.05 =3D 54-79X left and right; 0.2= 2 =3D End at 54-79 (tie-in)
5-47G	0	1.21	1.21	5	18	0.00 =3D Begin at F-2 go South; 0.39 =3D 5-47C route; 0.88 =3D County= road 5-47GH route; 1.21 =3D End at private drive
5-47GC	0	0.48	0.48	5	18	0.00 =3D Begin at 5-47G go West; 0.48 =3D End type 5 surface
5-47GC	0.48	0.53	0.05	4	16	0.48 =3D Begin type 4 surface; 0.53 =3D End county road at private dr= ive
5-47GH	0	0.1	0.10	5	20	0.00 =3D Begin at 5-47G go West; 0.10 =3D End at private roads
5-48	0	0.39	0.39	4	18	0.00 =3D Begin at state route 5 go Wesst; 0.39 =3D End at 5-49 and pr= ivate drive
54-80	0	1.01	1.01	5	20	0.00 =3D Begin at junction 54-86 and 54-82 go East; 0.48 =3D 54-80D l= eft; 0.73 =3D 54-80A left; 1.01 =3D End at state route 54
54-80A	0	1.3	1.30	5	18	0.00 =3D Begin at 54-80 go North; 0.71 =3D 54-80F right; 1.15 =3D 54-= 80AK right; 1.30 =3D End at 54-80AK
54-80AF	0	0.6	0.60	4	14	0.00 =3D Begin at 54-80A go SW and West; 0.60 =3D End at dead end at = private drive
54-80AK	0	0.35	0.35	4	14	0.00 =3D Begin at 54-80A go South and West; 0.35 =3D End at 54-80A (l= oop tie-in)
54-80D	0	0.84	0.84	4	16	0.00 =3D Begin at 54-80 go North; 0.84 =3D End at dead end at private= road
54-81	0	2.8	2.80	4	18	0.00 =3D Begin at state route 54 go South; 2.80 =3D End at private ro= ad
54-82	0	3.9	3.90	5	18	0.00 =3D Begin at stat= e route 54 go North; 0.97 =3D 54-86 left and 54-80 right; 1.18 =3D 54-82E left; 1.57= =3D 54-82H left; 2.40 =3D Loop tie-in (54-82) left; 3.90 =3D End at 54-82 loop tie-in
54-82E	0	0.57	0.57	4	16	0.00 =3D Begin at 54-82 go North; 0.35 =3D 54-82ED left; 0.57 =3D End at dead end adt private = road
54-82ED	0	0.48	0.48	4	20	0.00 =3D Begin at 54-82E go NW; 0.48 =3D End type 4 surface
54-82ED	0	0.627	0.63	5	20	New inventory
54-82ED	0.48	0.63	0.15	5	22	0.48 =3D Begin type 5 surface, go SW; 0.65 =3D End at dead end privat= e drive
54-82H	0	1.01	1.01	4	12	0.00 =3D Begin at 54-82 go Northwest and South; 0.04 =3D 54-82H tie-i= n left; 0.71 =3D 54-82HK right; 1.01 =3D End at loop tie-in (54-82H)
54-82HK	0	0.31	0.31	4	10	0.00 =3D Begin at 54-82H go NW; 0.31 =3D End at dead ends at lake
54-85	0	2.08	2.08	4	18	0.00 =3D Begin at state route 54 go South; 2.08 =3D End at dead end p= rivate road
54-86	0	1.1	1.10	5	20	0.00 =3D Begin at junction 54-80 and 54-82 go West; 1.10 =3D End at s= tate route AA
54-87	0	1.62	1.62	5	20	0.00 =3D Begin at U-87 go NE; 0.23 =3D 54-89 right; 0.88 =3D 54-87F r= ight; 1.62 =3D End at state route 54
54-87F	0	1.01	1.01	4	16	0.00 =3D Begin at 54-87 go SE; 1.01 =3D End at dead end (private driv= e)
54-89	0	2.61	2.61	4	18	0.00 =3D Begin at 54-87 go South; 1.98 =3D 54-89F left; 2.61 =3D End = at dead end private drive
54-89F	0	1.47	1.47	4	16	0.00 =3D Begin at 54-89 go Southeast; 1.47 =3D End at dead end privat= e roads
5-49	0	0.45	0.45	4	18	0.00 =3D Begin at 5-48 go South and East; 0.45 =3D End at state route= 5
54-90	0	1.07	1.07	4	16	0.00 =3D Begin at J-90 go South; 1.07 =3D End at state route 54
54-98	0	0.14	0.14	5	20	0.00 =3D Begin at state route 54 go South; 0.14 =3D End type 5 surfac= e
54-98	0.14	9.59	9.45	4	18	0.14 =3D Begin type 4 = surface; 1.20 =3D 0-110 right; 1.37 =3D U-110 left; 3.37 =3D 0.121 right; 3.86 =3D= O-135 right; 5.04 =3D 54-98M right; 8.77 =3D 54-98W left; 9,59 =3D End at private roads
54-98M	0	1.68	1.68	4	20	0.00 =3D Begin at 54-98 go South; 1.68 =3D End at Dallas county line<= /td>
54-98W	0	0.8	0.80	4	16	0.00 =3D Begin at 54-98 go Northwest; 0.69 =3D Low water bridge; 0.75= =3D Paved ford; 0.80 =3D End at U-110 right
54-99	0	1.4	1.40	5	22	0.00 =3D Begin at state route 54 go NW; 0.11 =3D 54-99D right; 1.40 = =3D End at state rought 54
54-99D	0	0.39	0.39	4	10	0.00 =3D Begin at 54-99 go North; 0.39 =3D End at private drive
5-50	0	0.34	0.34	4	16	0.00 =3D Begin at state route 5 go east; 0.34 =3D End at count road 5= -52
5-50-O	0	0.308	3.08	5	20	NEW INVENTORY
5-52	0	0.28	0.28	5	20	0.00 =3D Begin at private road go West; 0.21 =3D 5-50 right; 0.28 =3D= End at state route 5
5-54	0	0.27	0.27	4	16	0.00 =3D Begin at state route 5 go East and South; 0.27 =3D End at 5-= 56
5-55	0	0.48	0.48	4	18	0.00 =3D Begin at state route 5 go West; 0.07 =3D 5-55F right; 0.48 = =3D End at private drive
5-55F	0	0.33	0.33	4	16	0.00 =3D Begin at 5-55 go NW; 0.33 =3D End at private drive
5-56	0	0.29	0.29	4	16	0.00 =3D Begin at 5-54 go West; 0.29 =3D End at state route 5
5-57	0	1.12	1.12	4	20	0.00 =3D Begin at state route 5 go North; 0.25 =3D 5-57G right; 1.12 = =3D End circle drive tie-in
5-57G	0	0.19	0.19	4	18	0.00 =3D Begin at 5-57 go East; 0.19 =3D End at private roads
5-58	0	5.01	5.01	5	20	0.00 =3D Begin at stat= e route 5 go North; 0.53 =3D 5-58D right; 1.27 =3D 5-58H right; 1.82 =3D 5-58H tie-in = right; 1.98 =3D 5-58L right and 7-6 lake road left; 3.22 =3D 5-58Pright; 3.72 =3D 5-58T right= ; 4.28 =3D 5-58W right; 4.42 =3D 5-58X tie-in right; 5.01 =3D End at dead end
5-58A	0	0.72	0.72	4	20	0.00 =3D Begin at state route 5 go North; 0.49 =3D 5-58AD right; 0.72= =3D dead end
5-58AD	0	0.48	0.48	4	18	0.00 =3D Begin at 5-58AD go NE; 0.48 =3D End at private drive
5-58D	0	0.27	0.27	4	20	0.00 =3D Begin at 5-58 go North; 0.27 =3D End at private drive
5-58H	0	1.04	1.04	5	20	0.00 =3D Begin at 5-58 go NE and West; 1.04 =3D End type 5 surface
5-58H	1.04	1.58	0.54	4	20	1.04 =3D Begin type 4 surface go West; 1.58 =3D End at 5-58 tie-in
5-58HB	0	0.282	0.28	4	20	New inventory
5-58L	0	1.52	1.52	5	20	0.00 =3D Begin at 5-58 go East; 1.40 =3D 5-58LF right; 1.51 =3D 5-58L= L Left; 1.52 =3D End type 5 surface
5-58L	0	0.391	0.39	4	20	Extension of existing inventory
5-58L	1.52	1.83	0.31	4	20	1.52 =3D Begint type 4 surface; 1.63 =3D 5-58LL left tie-in; 1.70 =3D 5-58LF rig= ht tie-in; 1.83 =3D End at private road
5-58LC	0	0.519	0.52	5	20	New inventory
5-58LF	0	0.46	0.46	4	18	0.00 =3D Begin at 5-58L go South and West; 0.46 =3D End at 5-58L tie-= in
5-58LL	0	0.33	0.33	4	18	0.00 =3D Begin at 5-58L go North and South; 0.33 =3D End at 5-58L tie= -in
5-58P	0	0.86	0.86	4	20	0.00 =3D Begin at 5-58 go SE; 0.15 =3D 5-58PB right; 0.86 =3D End at = private drives
5-58PB	0	0.61	0.61	4	20	0.00 =3D Begin at 5-58P go SE; 0.61 =3D End at culta-sac
5-58T	0	0.66	0.66	5	20	0.00 =3D Begin at 5-58 go SE; 0.43 =3D 5-58TG right; 0.55 =3D 5-58TK = left; 0.66 =3D End at private drive
5-58TG	0	0.38	0.38	4	20	0.00 =3D Begin at 5-58T go South; 0.38 =3D End at 5-58TG tie-in
5-58TG-5	0	0.191	0.19	5	20	New inventory
5-58TK	0	0.09	0.09	5	18	0.00 =3D Begin at 5-58T go East; 0.09 =3D End at dead end
5-58W	0	0.61	0.61	5	20	0.00 =3D Begin at 5-58 go North and South; 0.14 =3D 5-58WI left; 0.61= =3D End at dead end
5-58WI	0	0.08	0.08	5	20	0.00 =3D Begin at 5-58W go North and South; 0.08 =3D End at private d= rive (at lake) circle drive
5-58X	0	0.68	0.68	5	20	0.00 =3D Begin at 5-58 go NE; 0.68 =3D End tie-in at 5-58
5-58Y	0	0.396	0.40	5	20	New inventory
5-58Y3	0	0.487	0.49	5	20	New inventory
5-61	0	2.68	2.68	5	20	0.00 =3D Begin at state route 5 SE; 0.82 =3D 5-61F left; 1.12 =3D 5-6= 1M left; 2.42 =3D 5-61W right; 2.68 =3D 5-61 loop tie-in at 5-61W
5-61F	0	0.67	0.67	4	20	0.00 =3D Begin at 5-61 go SE; 0.67 =3D End at private roads
5-61M	0	0.42	0.42	4	18	0.00 =3D Begin at 5-61 go NE; 0.42 =3D End at private drive
5-61W	0	0.26	0.26	5	20	0.00 =3D Begin at 5-61 go South; 0.26 =3D End at private road
5-64	0	0.87	0.87	5	20	0.00 =3D Begin at state rout= e 5 go SE; 0.48 =3D 5-64F left; 0.67 =3D 5-64N right; 0.85 =3D Tie-in 5-64N right; 0= .87 =3D 5-66 left; 0.87 =3D End at private drive
5-64F	0	0.15	0.15	4	18	0.00 =3D Begin at 5-64 go NE; 0.15 =3D End at 5-66
5-64N	0	0.26	0.26	5	20	0.00 =3D Begin at 5-64 go East; 0.26 =3D End type 5 surface
5-64N	0.26	0.72	0.46	4	18	0.26 =3D Begin type 4 surface go North and East; 0.72 =3D End at 5-64= (loop tie-in)
5-65	0	3.07	3.07	5	20	0.00 =3D Begin at stat= e route 5 go East; 1.40 =3D 5-65N right; 1.68 =3D 5-65Q left; 1.74 =3D 5-65S right; 1.= 87 =3D 5-65U left; 2.53 =3D 5-65W right; 3.07 =3D End at private road
5-65N	0	1.12	1.12	4	20	0.00 =3D Begin at 5-65 East and West; 1.12 =3D End at private road
5-65Q	0	0.83	0.83	4	20	0.00 =3D Begin at 5-65= go North; 0.21 =3D 5-65QE left; 0.38 =3D 5-65QF right; 0.43 =3D 5-65QG right; 0.63 = =3D 5-65QH right; 0.83 =3D End at junction county roads 5-65QF and 5-65QE
5-65QE	0	0.68	0.68	4	18	0.00 =3D Begin at junction 5-65QF and 5-65Q go West; 0.68 =3D End at = 5-65Q
5-65QF	0	0.6	0.60	4	18	0.00 =3D Begin at 5-65Q go East; 0.34 =3D 5-65QH left; 0.41 =3D Paved= ford; 0.60 =3D End at junction 5-65Q and 5-65QE
5-65QG	0	0.24	0.24	4	18	0.00 =3D Begin at 5-65QH go NW; 0,24 =3D End at 5-65Q
5-65QH	0	0.08	0.08	4	20	0.00 =3D Begin at 5-65Q go East; 0.47 =3D 5-65QG right; 0.08 =3D End = at 5-65QF
5-65S	0	0.43	0.46	5	20	0.00 =3D Begin at 5-65 go South; 0.12 =3D 5-65SC left; 0.43 =3D End a= t circle drive
5-65SC	0	0.08	0.08	5	20	0.00 =3D Begin at 5-65= go SE; 0.08 =3D End at private drive 0.00 =3D Begin at 5-65S go North; 0.14 =3D End a= t circle drive 0.00 =3D Begin at 5-65 go North; 0.55 =3D End at private r= oads 0.00 =3D Begin at 5-65 go South; 0.28 =3D End at private road
5-65SE	0	0.14	0.14	5	20	0.00 =3D Begin at state route 5 go South; 0.21 =3D 5-66D left; 0.26 = =3D 5-64F right; 0.72 =3D End type 5 surface
5-65U	0	0.55	0.55	4	20	0.72 =3D Begin type 4 surface; 0.82 =3D End at 5-64
5-65W	0	0.28	0.28	5	20	0.00 =3D Begin at state route 5 go West; 0.16 =3D End at dead end
5-66	0	0.72	0.72	5	20	0.00 =3D Begin at 5-66 go East; 0.28 =3D End at loop
5-66	0.72	0.82	0.10	4	16	0.00 =3D Begin at state route 5 go North; 0.19 =3D End at private roa= ds
5-66.5	0	0.16	0.16	5	20	0.00 =3D Begin at state route 5 go West; 0.16 =3D End at dead end
5-66D	0	0.28	0.28	4	16	0.00 =3D Begin at 5-66 go East; 0.28 =3D End at loop
5-67	0	0.19	0.19	4	18	0.00 =3D Begin at state route 5 go North; 0.19 =3D End at private roa= ds
5-72	0	0.45	0.45	5	18	0.00 =3D Begin at state route 5 go NE; 0.16 =3D 5-72C left; 0.45 =3D = End at dead end private roads
5-72C	0	0.27	0.27	5	18	0.00 =3D Beginn at 5-72 go North; 0.21 =3D 5-72CE left; 0.27 =3D End = at 5-72CE
5-72CE	0	0.43	0.43	4	10	0.00 =3D Begin at 5-72C go West and South; 0.43 =3D End at 5-72C
5-73	0	0.3	0.30	4	16	0.00 =3D Begin at state route 5 go West; 0.30 =3D End at dead end pri= vate roads
5-73A	0	0.213	0.21	5	20	New inventory
5-73AD	0	0.101	0.10	5	20	New inventory
5-75	0	0.18	0.18	4	14	0.00 =3D Begin at state route 5 go West; 0.18 =3D End at dead end pri= vate drive
5-77	0	1.21	1.21	5	18	0.00 =3D Begin at state route 5 go NE; 1.21 =3D End at dead end priva= te roads
5-77D	0	0.338	0.34	4	20	New inventory
5-77E	0	0.382	0.38	5	20	New inventory
5-77G(Niang	0	0.43	0.43	4	26	New Inventory
5-77I	0	0.215	0.22	5	20	New inventory
5-77M	0	0.914	0.91	5	20	New inventory
5-77N	0	0.298	0.30	4	20	New inventory
5-78	0	0.76	0.76	5	18	0.00 =3D Begin at stae route 5 go SW; 0.76 =3D End at private drive
5-78D	0	0.221	0.22	5	20	New inventory
5-81	0	1.83	1.83	5	18	0.00 =3D Begin at state route 5 go; 0.76 =3D Bridge; 0.95 =3D 5-81R l= eft; 1.83 =3D End at dead end at private roads
5-84	0	1.95	1.95	5	20	0.00 =3D Begin at state route 5 go; 1.95 =3D 5-84J right, end type 5 = surface
5-84	1.95	2.24	0.29	4	18	1.95 =3D Begin type 4 surface; 2.24 =3D End at dead end private roads=
5-84J	0	0.27	0.27	5	16	0.00 =3D Begin at 5-84 go East; 0.27 =3D End at dead end private road= s
5-87	0	3.12	3.12	4	20	0.00 =3D Begin at state rout= e 5 go West; 0.28 =3D 5-88D left; 1.58 =3D 5-87R; 2.04 =3D 5-87U left; 3.02 =3D = 5-87X left; 3.12 =3D End at dead end private roads
5-87R	0	1.67	1.67	4	16	0.00 =3D Begin at 5-87 go North; 0.18 =3D 5-87RE left; 1.67 =3D End a= t 5-81
5-87RE	0	0.83	0.83	4	16	0.00 =3D Begin at 5-87R go NW; 0.83 =3D End at dead end at private ro= ads
5-87U	0	0.17	0.17	5	16	0.00 =3D Begin at 5-87 go West; 0.17 =3D End type 5 surface
5-87U	0.17	0.79	0.62	4	14	0.17 =3D Begin type 4 surface; 0.65 =3D 5-87UK left; 0.79 =3D End at = dead end private roads
5-87UK	0	0.08	0.08	4	12	0.00 =3D Begin at 5-87U go South; 0.08 =3D End at dead end private ro= ad
5-87X	0	0.46	0.46	4	12	0.00 =3D Begin at 5-87 go South; 0.46 =3D End at dead end
5-88	0	2.19	2.19	5	20	0.00 =3D Begin at stat= e route 5 go West; 0.63 =3D 5-88D right; 0.86 =3D 5-88G right; 1.25 =3D 5-88K left; 1.= 50 =3D 5-88M right; 2.19 =3D End at dead end at private road
5-88D	0	0.44	0.44	4	16	0.00 =3D Begin at 5-88 go North; 0.44 =3D End at county road 5-87
5-88G	0	0.46	0.46	5	18	0.00 =3D Begin at 5-88 go North; 0.46 =3D End at parking lot of Brida= l Cave and county road 5-88M left
5-88K	0	0.65	0.65	4	16	0.00 =3D Begin at 5-88 go West; 0.28 =3D 5-88KE left; 0.65 =3D End at= private road
5-88KE	0	0.38	0.38	4	14	0.00 =3D Begin at 5-88K go South; 0.38 =3D End at dead end private dr= ive
5-88M	0	0.76	0.76	4	14	0.00 =3D Begin at 5-88 go North; 0.76 =3D End at 5-88G
5-88P	0	0.384	0.38	5	20	New inventory
5-89	0	4.38	4.38	5	20	0.00 =3D Begin at state route 5 go NE; 2.30 =3D 5-89L right; 3.17 =3D= 5-89U right; 4.38 =3D End at private road
5-89L	0	0.76	0.76	5	20	0.00 =3D Begin at 5-89 go West and North; 0.63 =3D 5-92 right; 0.76 = =3D 5-89T right, end type 5 surface
5-89L	0.76	0.91	0.15	4	18	0.76 =3D Begin type 4 surface; 0.91 =3D End at dead end (at lake)
5-89T	0	1.38	1.38	5	20	0.00 =3D Begin at 5-89L go East; 0.05 =3D Low water bridge; 1.38 =3D = End at private roads
5-89U	0	0.15	0.15	5	16	0.00 =3D Begin at 5-89 go East; 0.15 =3D End type 5 surface
5-89U	0.15	0.79	0.64	4	16	0.15 =3D Begin type 4 surface; 0.39 =3D 5-89UF left; 0.79 =3D End at = private roads
5-89UF	0	1.01	1.01	4	18	0.00 =3D Begin at 5-89U go North; 0,58 =3D County road 5-89UF tie-in = left; 1.01 =3D End at loop tie-in
5-89W	0	0.454	0.45	5	20	New inventory
5-91	0	0.81	0.81	5	18	0.00 =3D Begin at West= city limits Camdonton go SW; 0.02 =3D 5-91G left; 0.15 =3D 5-91G tie-in left; 0.35 =3D 54-77 left; 0.81 =3D End at = dead end at private roads
5-91G	0	0.24	0.24	4	14	0.00 =3D Begin at 5-91 go SE and North; 0.24 =3D End at 5-91 loop tie= -in
5-92	0	2.49	2.49	4	18	0.00 =3D Begin at stat= e route N-5 and North city limits go NE; 0.77 =3D Low water bridge; 0.93 =3D Paved fo= rd; 1.09 =3D Low water bridge; 2.02 =3D Low water bridge; 2.19 =3D Low water bridge; 2.4= 9 =3D End at 5-89L
5-95	0	0.24	0.24	4	18	0.00 =3D Begin at city limits Camdenton, Missouri and Laywarn Avenue,= go North; 0.24 =3D End at dead end
5-99	0	0.75	0.75	4	14	0.00 =3D Begin at state route 5 go South; 0.75 =3D End at Circle Dr.<= /td>
7-120	0	3.14	3.14	4	18	0.00 =3D Jct. Co. Rds H-128 Rt. & Co. Rd. H-120 go North; 3.14 = =3D End Co. Rd. @ Jct. State Rte. 7
7-13	0	5.89	5.89	5	20	0.00 =3D Begin at stat= e route 7 go NE; 1.64 =3D Bridge, 7-13F; 1.91 =3D Low water bridge; 2.72 =3D Low water= bridge; 2.84 =3D 7-13J; 4.65 =3D 7-13K right; 5.05 =3D Junction 7-13M l= eft and 7-13N right; 5.38 =3D 7-13P left; 5.89 =3D End 7-13 at junction 7-13T right and 7-13S left
7-130(H-130	0	1.76	1.76	4	16	0.00 =3D Jct. State Rte. 7 go South; 0.62 =3D Bridge; 1.76 =3D End Co= . Rd. @ Jct. Co. Rd. 128 Lt. & Rt.
7-133	0	1.26	1.26	4	20	0.00 =3D Jct. State Rte. 7 go North; 1.26 =3D End Co. Rd. @ Jct. Rd. = 7-82
7-13F	0	0.6	0.60	4	16	0.00 =3D Begin at 7-13 go West; 0.60 =3D End at private road
7-13J	0	3.43	3.43	4	20	0.00 =3D Begin at 7-13 go NW; 1.13 =3D 7-13JP right; 2.22 =3D Z-2B le= ft; 3.43 =3D End at private road
7-13J	0	0.129	0.13	5	20	Extension of existing inventory
7-13JP	0	1.53	1.53	4	18	0.00 =3D Begin at 7-13J go NW; 1.53 =3D End at private road
7-13K	0	0.77	0.77	4	18	0.00 =3D Begin at 7-13 go SE; 0.05 =3D 7-13KB left; 0.33 =3D 7-13KB l= eft tie-in; 0.77 =3D End at loop tie-in
7-13KB	0	0.27	0.27	4	16	0.00 =3D Begin at 7-13K go West; 0.27 =3D End at 7-13K (loop tie-in)<= /td>
7-13M	0	0.94	0.94	5	20	0.00 =3D Begin at 7-13 go NW; 0.92 =3D 7-13MH right; 0.94 =3D End typ= e 5 surface
7-13M	0.94	1.41	0.47	4	20	0.94 =3D Begin type 4 surface; 0.99 =3D 7-13MJ right; 1.41 =3D End at= 7-13MJ
7-13MH	0	0.36	0.36	4	20	0.00 =3D Begin at 7-13M go North; 0.36 =3D End at private roads
7-13MJ	0	0.36	0.36	4	20	0.00 =3D Begin at dead end at lake go SE; 0.36 =3D End at 7-13M
7-13MJ	0	0.089	0.09	5	20	Extension of existing inventory
7-13N	0	0.54	0.54	4	18	0.00 =3D Begin at 7-13 go SE; 0.54 =3D 7-13N tie-in; 0.54 =3D End at = private roads
7-13N	0	0.186	0.19	4	20	Extension of existing inventory
7-13NG	0	0.443	0.44	4	20	New inventory
7-13P	0	1.16	1.16	4	20	0.00 =3D Begin at 7-13 go North; 0.34 =3D 7-13PH left; 1.16 =3D End a= t 7-13P (loop tie-in)
7-13PH	0	0.65	0.65	4	18	0.00 =3D Begin at 7-13P go NW; 0.65 =3D End at 7-13PH (loop tie-in)
7-13PH7	0	0.205	0.21	5	20	New inventory
7-13PK	0	0.455	0.46	4	20	New inventory
7-13S	0	0.7	0.70	4	16	0.00 =3D Begin at 7-13 go North; 0.09 =3D 7-13SB left; 0.33 =3D 7-13S= B left; 0.70 =3D End at 7-13 (loop tie-in)
7-13SB	0	0.22	0.22	4	16	0.00 =3D Begin at 7-13S go West; 0.22 =3D End 7-13SB (tie-in)
7-13T	0	0.75	0.75	5	20	0.00 =3D Begin at 7-13 go East; 0.26 =3D 7-13TF right; 0.37 =3D 7-13T= J left; 0.45 =3D 7-13TF right (tie-in); 0.75 =3D End at private roads
7-13TF	0	0.52	0.52	4	20	0.00 =3D Begin at 7-13T go SW; 0.52 =3D End 7-13T
7-13TJ	0	0.54	0.54	4	16	0.00 =3D Begin at 7-13T go NW; 0.38 =3D 7-13TJ left tie-in; 0.54 =3D = End at 7-13TJ (loop tie-in)
7-17	0	2.13	2.13	4	22	0.00 =3D Begin at state route 7 go South; 1.20 =3D 7-17H right; 1.97 = =3D 7-17K right; 2.13 =3D End at Fiery Fork (Conservation Area)
7-17H	0	2.4	2.40	4	16	0.00 =3D Begin at junction county roads 7-23H and 7-23S go NE; 0.58 = =3D Natural ford; 1.34 =3D Natural ford; 2.40 =3D End at 1-17
7-17K	0	0.53	0.53	4	16	0.00 =3D Begin at 7-17 go SW and SE; 0.22 =3D Paved ford; 0.52 =3D Na= tural ford; 0.53 =3D End and state forest area
7-20	0	1.515	1.52	4	20	New inventory
7-23	0	3.67	3.67	4	22	0.00 =3D Begin at state route 7 go SE; 0.97 =3D 7-23H; 3.67 =3D End a= t junction county roads 7-23S left and N-165
7-23H	0	1.82	1.82	4	18	0.00 =3D Begin at junction 7-23S and 7-17H go NW; 1.82 =3D End at 7-2= 3
7-23S	0	1.16	1.16	4	16	0.00 =3D Begin at 7-23 and N-165 go North; 0.08 =3D Natural ford; 1.1= 6 =3D End at junction 7-17H right and 7-23H left
7-26	0	0.48	0.48	4	20	0.00 =3D Begin at state route 7 go South; 0.48 =3D End at private dri= ve
7-3	0	2.89	2.89	5	20	0.00 =3D Begin at state route 7 go South; 0.66 =3D 7-3H left; 1.75 = =3D 7-3L right; 2.01 =3D 7-3P left; 2.89 =3D End 20' width
7-3	2.89	2.97	0.08	5	12	2.89 =3D Begin 12' width; 2.97 =3D End at dead end
7-30	0	0.39	0.39	4	22	0.00 =3D Begin at state route 7 go South and East; 0.39 =3D End at st= ate route NN
73-124	0	4	4.00	4	18	0.00 =3D Begin at stat= e route 73 go West; 0.70 =3D 54-125 right; 1.20 =3D 73-124P left; 2.36 =3D Low water= bridge; 2.80 =3D 54-146 right; 4.00 =3D End at Hickory county line
73-124F	0	0.25	0.25	4	14	0.00 =3D Begin at 73-124 go South; 0.25 =3D End at dead end at privat= e road
73-124P	0	0.74	0.74	4	16	0.00 =3D Begin at 73-124 go South; 0.74 =3D End at "C" rout= e Camden and Dallas count line
73-133	0	3.62	3.62	4	18	0.00 =3D Begin at state route 73 go East; 3.62 =3D End at state route= O
73-140	0	0.3	0.30	4	14	0.00 =3D Begin at state 73 go West; 0.30 =3D End at dead end at priva= te drive
7-35	0	4.69	4.69	4	18	0.00 =3D Begin @ State= Rte. 7 go South; 1.16 =3D Jct. Co. Rd. 5-120 Rt.; 1.59 =3D Low water Bridge; 4.19 =3D Jct. State Rte. P Rt.; 4.53 =3D paved Ford; 4.69 =3D E= nd Co. Rd. @ Jct. Co. Rds. BB-35 & Co. Rd. 7-50
7-38	0	0.156	0.16	4	15	New inventory
7-39	0	0.117	0.12	4	15	New inventory
7-3H	0	0.88	0.88	4	20	0.00 =3D Begin at 7-3 go SE; 0.88 =3D End at private drive
7-3L	0	1.28	1.28	5	18	0.00 =3D Begin at 7-3 = go SW; 0.04 =3D 7-3L tie-in left; 0.45 =3D 7-3LE left; 0.65 =3D 7-3LH right; 0.90 =3D= 7-3LE left; 1.22 =3D 7-3LA right; 1.28 =3D End county road at 7-3L
7-3LA	0	0.23	0.23	5	12	0.00 =3D Begin at 7-3L go SW; 0.23 =3D End at 7-3L tie-in
7-3LE	0	0.05	0.05	5	12	0.00 =3D Begin at 7-3L = North; 0.05 =3D End at 7-3L
7-3LH	0	0.1	0.10	5	18	0.00 =3D Begin at 7-3L go North; 0.10 =3D End at private drive
7-3P	0	0.52	0.52	4	18	0.00 =3D Begin at 7-3 g= o East; 0.52 =3D End at private drive
7-42	0	2.76	2.76	4	18	0.00 =3D Begin at junction s= tate route 7 go South; 0.26 =3D Low water bridge; 2.25 =3D Low water bridge; 2.76 = =3D End county road at county road 7-50
7-5	0	1.86	1.86	4	20	(See highway map) 0.00= =3D Begin at state route 7 go South; 0.75 =3D Low water bridge; 1.33 =3D Low water bridge; 1.61 =3D Low water bridge; 1.63 =3D 7-5U left; 1.67 =3D L= ow water bridge; 1.86 =3D End at private roads
7-50	0	5.67	5.67	4	18	0.00 =3D Begin Co. Rd.= @ Co. Rd. 7-35 & BB-35 go NE; 0.12 =3D paved Ford; 1.12 =3D Paved Ford; 2.30 = =3D Jct. Co. Rd. 7-42 Lt.; 4.19 =3D Low water Bridge; 5.67 =3D End Co. Rd. @ State Rte. 7
7-58	0	2.04	2.04	4	20	0.00 =3D Jct. Co. Rds. 7-65C & 7-65F go West; 0.59 =3D Paved Ford= ; 2.04 =3D End Co. Rd. @ Jct. State Rte. 7
7-58C	0	0.5	0.50	4	20	New inventory
7-5U	0	0.51	0.51	4	18	0.00 =3D Begin at 7-5 go South; 0.31 =3D Low water bridge; 0.51 =3D E= nd dead end
7-6	0	3.06	3.06	4	20	0.00 =3D Begin at 5-58 go SW; 3.06 =3D State route 7
7-65	0	4.35	4.35	4	18	0.00 =3D Jct. Co. Rds = A-62 Rt. & Jct. Co. Rd. A-65 Lt. Go South; 1.31 =3D Jct. Co. Rd. 7-65F Rt.; 1.= 37 =3D paved Ford; 2.47 =3D Jct. Co. Rd. A-96 Lt.; 2.98 =3D Jct. Co. Rd. 7-65C Rt.; 3.03 =3D paved Ford; 4.3= 5 =3D Jct. Co. Rd. 7-65A Rts.
7-65	4.35	4.47	0.12	5	24	End surf Type 4; 4.35 =3D Begin Type 5; 4.47 =3D End Type 5 Rd.
7-65	4.47	4.8	0.33	4	22	4.47 =3D Begin Type 4 Co. Rd. 7-65 go East; 4.80 =3D End Co. Rd. 7-65= @ Jct. State Rte. 7 Lt. & Rt.
7-65A	0	0.29	0.29	5	24	0.00 =3D Jct. Co. Rd. 7-65 go NW; 0.29 =3D End Co. Rd. 7-65A @ Dead E= nd
7-65C	0	1.27	1.27	4	20	0.00 =3D Jct. Co. Rd. 7-65 go West & North; 1.27 =3D Jct. Co. Rds= . 7-58 Lt. & Jct. Co. Rd. 7-65F
7-65F	0	1.69	1.69	4	20	0.00 =3D Jct. Co. Rds. 7-58 & 7-65C go North & East; 0.66 =3D= Paved Ford; 1.69 =3D End Co. Rd @ Jct. Co. Rd. 7-65 Rt. & Lt.
7-68	0	1.84	1.84	4	16	0.00 =3D Jct. State Rt= e. 7 go West & South; 0.60 =3D Jct. Co. Rd. BB-8 Rt.; 1.83 =3D Bridge; 1.84 =3D En= d Co. Rd. @ Jct. Co. Rds. BB-20 Rt. & Co. Rd. T-20
7-76	0	0.17	0.17	5	20	0.00 =3D Jct. State Rte. 7 go North; 0.17 =3D End Co. Rd. @ Dead End<= /td>
7-8	0	0.48	0.48	4	18	0.00 =3D Begin at state route 7 go South; 0.48 =3D End at private roa= d
7-82	0	6.08	6.08	4	18	0.00 =3D Begin Co. Rd.= 7-82 @ Jct. Co. Rd. A-110 go N.W. & South: 0.50 =3D Jct. Co. Rd. 7-133 Lt; 3.38 = =3D Paved Ford; 4.00 =3D Low water Bridge; 6.08 =3D End Co. Rd. @ Jct. State Rte. 7
7-9	0	3.44	3.44	5	20	0.00 =3D Begin at stat= e route 7 go North; 1.83 =3D 7-9N right; 2.72 =3D 7-9U right; 2.77 =3D Low water bridg= e; 3.08 =3D 7-9X left and 7-9W left; 3.44 =3D End at 7-9Z right and 7-Y left
7-9N	0	2.28	2.28	4	20	0.00 =3D Begin at 7-9 = go East; 0.42 =3D 7-9U left; 1.20 =3D Paved ford; 1.27 =3D Low water bride; 1.79 = =3D 7-9NN left; 2.01 =3D 7-9NR right; 2.28 =3D End at private roads
7-9NE-10	0	0.227	0.23	4	20	New inventory
7-9NE6	0	0.425	0.43	5	20	New inventory
7-9NE6L	0	0.564	0.56	5	20	New inventory
7-9NE6L	0	0.34	0.34	4	20	Extension of existing inventory
7-9NE6R	0	0.417	0.42	5	20	New inventory
7-9NN	0	0.57	0.57	4	18	0.00 =3D Begin at 7-9N= go North; 0.57 =3D End private road New inventory 0.00 =3D Begin at 7-9N go East; 1= .00 =3D End at private road Extension of existing inventory New inventory 0.00 =3D Beg= in at 7-9 go East; 0.76 =3D End type 5 surface
7-9NQ	0	0.623	0.62	4	20	New inventory
7-9NR	0	1	1.00	4	20	0.00 =3D Begin at 7-9N go East; 1.00 =3D End at private road
7-9NR	0	0.038	0.04	5	20	Extension of existing inventory
7-9NR3	0	0.396	0.40	4	20	New inventory
7-9U	0	0.76	0.76	5	20	0.00 =3D Begin at 7-9 go East; 0.76 =3D End type 5 surface
7-9U	0.76	3.87	3.11	4	20	0.76 =3D Begin type 4 surface; 0.93 =3D 7-9UM left; 1.75 =3D Low wate= r bridge; 3.87 =3D End at 7-9N
7-9UM	0	0.03	0.03	4	16	0.00 =3D Begin at 7-9U go NW; 0.03 =3D End at private drive
7-9W	0	0.65	0.65	4	18	0.00 =3D Begin at 7-9 go West; 0.30 =3D 7-9WF left; 0.65 =3D End at 7= -9Y
7-9WF	0	0.42	0.42	4	16	0.00 =3D Begin at 7-9W go West; 0.17 =3D Paved ford; 0.36 =3D Low wat= er bridge; 0.42 =3D End at private roads
7-9X	0	1.33	1.33	4	18	0.00 =3D Begin at 7-9Z go East; 1.33 =3D End at 7-9
7-9Y	0	0.35	0.35	5	18	0.00 =3D Begin at 7-9W go East; 0.35 =3D End at 7-9Z and 7-9 right
7-9Z	0	0.08	0.08	5	20	0.00 =3D Begin at 7-9 go East; 0.08 =3D End at 7-9X
A-1	0	0.19	0.19	4	12	Whispering Hills Sub-Division 0.00 =3D Begin at state route A go Nort= hwest; 0.19 =3D End county road at private drive
A-100	0	3.41	3.41	4	16	0.00 =3D Jct. Co. Rd. = A-89 & Co. Rd. A-86 go South; 0.94 =3D paved Ford; 1.24 =3D Begin "C" = Co. Line Rd. go South; 1.75 =3D End "C" Rd.; 2.03 =3D Low water Bridge= ; 3.01 =3D Paved Ford; 3.41 =3D End Co. Rd. @ State Rte. A
A-11	0	0.25	0.25	5	20	Whispering Hills Sub-Divisio= n 0.00 =3D Begin at state route A go East and Northeast; 0.25 =3D End county road A-= 11 at dead end and private drive
A-110	0	2.44	2.44	4	18	0.00 =3D Jct. State Rte. A go N.W.; 2.01 =3D Jct. Co. Rd. 7-82 Lt; 2.= 44 =3D End county A-110 @ private Rd.
A-14	0	0.91	0.91	4	14	Whispering Hills Sub-D= ivision 0.00 =3D Begin at state route A go Northeast; 0.11 =3D Country road A-14C= right; 0.91 =3D End country road A-14 at junction county road A-15
A-14C	0	0.23	0.23	4	16	Whispering Hills Sub-Division 0.00 =3D Begin at county road A-14 go S= E; 0.23 =3D End county road A-14C at county road A-15C
A-15	0	0.86	0.86	4	14	Whispering Hills Sub-D= ivision 0.00 =3D Begin at state route A go Northeast; 0.17 =3D Junction county ro= ad A-15C left; 0.86 =3D End county road A-15 county road A-14
A-15C	0	0.04	0.04	4	16	Whispering Hills Sub-Division 0.00 =3D Begin at county road A-14C go = SE; 0.04 =3D End county road A-15C at county road A-15
A-17	0	0.35	0.35	4	20	0.00 =3D Begin @ Jct. Co. Rds. V-17 & A-17D go North; 0.35 =3D En= d Co. Rd. @ State. Rte. A
A-17D	0	2.15	2.15	4	16	0.00 =3D Begin @ Jct. Co. Rds. A-17 & V-17 go NW; 0.93 =3D Low wa= ter Bridge; 1.13 =3D paved Ford; 2.15 =3D Low water Bridge
A-2	0	1.39	1.39	5	20	Whispering Hills Sub-D= ivision 0.00 =3D Begin junction state route A go North; 0.23 =3D county road A-2D= right; 0.38 =3D county road A-2F right; 1.39 =3D End county road at junction 54-65
A-20	0	1.12	1.12	4	18	0.00 =3D Begin Co. Rd. @ Jct. A-28 & E-20 go NW; 0.89 =3D Low wat= er Bridge; 1.12 =3D End co. Rd. @ Jct. State Rte. A
A-23	0	2.16	2.16	4	14	0.00 =3D Begin at state route A go North; 2.10 =3D Low water bridge; = 2.16 =3D End at county road 54-65 left and right
A-28	0	1.31	1.31	4	18	0.00 =3D Begin @ Jct. Co. Rds. A-20 & E-20 go East & North; 0= .95 =3D Low water Bridge; 1.31 =3D End Co. Rd. @ Jct. State A
A-2A	0	0.46	0.46	4	18	Whispering Hills Sub-D= ivision 0.00 =3D Begin junction county road A-2F go SE; 0.01 =3D County road A-2A= V left; 0.24 =3D county road A-2D right; 0.38 =3D County road A-8B left; 0.46 =3D End county ro= ad @ road A-2
A-2AV	0	0.16	0.16	4	16	Whispering Hills Sub-Division 0.00 =3D Begin county road A-2A go Sout= h and North circl tie-in at junction countyroad A-2F =3D 0.16
A-2D	0	0.07	0.07	4	14	Whispering Hills Sub-Division 0.00 =3D Begin at county road A-2 go Southeast; 0.07 =3D End county road at A-2A
A-2F	0	2.12	2.12	4	18	Whispering Hills Sub-Divisio= n 0.00 =3D Begin at county road A-2 go North; 0.06 =3D County road A-2A right; 2.12 = =3D End county road at private drive
A-33(Lake R	0	3.45	3.45	5	18	0.00 =3D Begin at stat= e A go North; 0.73 =3D Junction state park road (Ozark Caverans road route); 1.3= 8 =3D Paved ford; 1.76 =3D Enter .Missouri state park boundary; 2.08 =3D Junction county road 54-65 Lt.;= 3.45 =3D End county road at private road and county road A-33N
A-33N	0	0.27	0.27	4	14	0.00 =3D Begin county road at junction A-33 and private road go NE; 0= .27 =3D End county road dead ends at lake
A-35	0	2.01	2.01	4	16	0.00 =3D Begin @ State Rte. = A go South; 1.73 =3D Low water Bridge; 1.92 =3D paved Ford; 2.01 =3D End Co. R= d. @ Jct. Co. Rds. E-24 & E-35 Ahd.
A-42	0	2.84	2.84	4	18	0.00 =3D Begin at stat= e route A go North; 0.97 =3D Enter Missouri state park boundary; 1.75 =3D End state pa= rk boundary; 2.84 =3D End county road at Miller county line
A-57	0	1.61	1.61	4	16	0.00 =3D Begin at state route A go NE and NW; 1.61 =3D End county roa= d at junction state route A
A-6 (Whisper	0	0.28	0.28	5	20	0.00 =3D Begin @ State. Rte. A go; 0.28 =3D End Co. Rd. @ Dead End
A-62	0	2.12	2.12	4	18	0.00 =3D Jct. State Rte. A go South; 0.64 =3D Jct. Co. Rd. E-27 Rt.; = 2.12 =3D End Co. Rd. A-62 @ Jct. Co. Rds. 7-65 Lt. & A-65 Lt.
A-65	0	1.01	1.01	4	16	0.00 =3D Jct. Co. Rd. 7-65 Rt. & A-62 go NE; 0.21 =3D Low water B= ridge; 1.01 =3D End Co. Rd. A-65 @ Jct. State Rte. E
A-72	0	2.7	2.70	4	18	0.00 =3D Jct. Co. Rd. A-72F & Co. Rd. A-92; 2.02 =3D Paved Ford; = 2.70 =3D End Co. Rd. @ Jct. State Rte. A
A-72F	0	1.58	1.58	4	16	0.00 =3D Begin @ Private Home; 0.40 =3D Jct. Co. Rd. A-96F Rt; 1.58 = =3D End Co. Rd. @ Jct. Co. Rds A-72 Lt & A-92 Rt.
A-77	0	3.92	3.92	4	20	0.00 =3D Jct. State Rt= e. A go North & south East; 0.82 =3D Jct. Co. Rd. A-77A Lt. ; 1.35 =3D paved = Ford; 1.56 =3D Low water Bridge; 2.99 =3D Low water Bridge; 3.92 =3D End Co. Rd. @ Pulaski Co. Line
A-77A	0	2.65	2.65	4	16	0.00 =3D Miller & = Camden Co. Line go South; 0.67 =3D Jct. Co. Rd. C-36D Rt; 1.60 =3D paved Ford; 1.73 = =3D paved Ford; 2.00 =3D Jct. Co. Rd. C-36A; 2.65 =3D End Co. Rd. A-77 Lt. & Rt.
A-8	0	0.25	0.25	5	20	Whispering Hills Sub-D= ivision 0.00 =3D Begin at junction state A go NE; 0.05 =3D County road A-8A right= ; 0.09 =3D county road A-8B left; 0.25 =3D End county road A-8 at dead e= nd
A-86	0	1.91	1.91	4	18	0.00 =3D Jct. State A go East & South; 1.91 =3D End Co. Rd. @ Jct= . Co. Rds. A-89 Rt. & Lt. & Co. Rd. A-100
A-89	0	2.37	2.37	4	18	0.00 =3D Jct. State A go East & NE; 1.37 =3D Jct. Co. Rds. A-86 L= t. & Co. Rd. A-100 Rt.; 2.37 =3D End Co. Rd. @ Pulaski Co. Line
A-8A	0	0.12	0.12	4	14	Whispering Hills Sub-Division 0.00 =3D Begin county road at county ro= ad A-8 go SE; 0.12 =3D End county road A-8A at dead end
A-8B	0	0.05	0.05	5	20	Whispering Hills Sub-Division 0.00 =3D Begin at county road A-8 go NW= ; 0.05 =3D End type 5 surface
A-8B	0.05	0.17	0.12	4	16	Whispering Hills Sub-Division 0.00 =3D Begin type 4 go NW; 0.17 =3D E= nd county road A-8B at junction county road A-2A
A-8E	0	0.083	0.08	4	20	New inventory
A-9(Whisper	0	0.27	0.27	4	18	0.00 =3D Begin Co. Rd. @ State Rte. A go SW; 0.27 =3D End Co. Rd. @ A= -6
A-92	0	2.63	2.63	4	16	0/00 =3D Jct. State Rt= e. A go North West & West; .92 =3D Paved Ford; 1.25 =3D Paved Ford; 1.36 =3D = Paved Ford; 2.63 =3D Jct. Co. Rds. A-72F Lt. & Co. Rd. A-72 Ahd.
A-96	0	4.8	4.80	4	20	0.00 =3D Jct. State Rt= e A go NW; 1.45 =3D Low water Bridge; 3.16 =3D Jct. Co. Rd. A-96F Lt.; 3.20 =3D Low Water Bridge; 4.74 =3D Low wa= ter Bridge; 4.80 =3D End Co. Rd. @ Jct. Co. Rd. 7-65 Lt. & Rt.
A-96F	0	0.82	0.82	4	18	0.00 =3D Jct. Co. Rd. A-96 go North; 0.59 =3D Paved Ford; 0.82 =3D En= d Co. Rd. @ Jct. Co. Rd. A-72F lt. & Rt.
AA-1	0	1.96	1.96	5	18	0.00 =3D Begin at state route AA go North; 1.46 =3D AA-1M left; 1.83 = =3D AA-1P route; 1.96 =3D End at dead end private road
AA-101D	0	0.87	0.87	5	20	0.00 =3D Begin at AA-101 go East; 0.87 =3D End type 5 surface
AA-101D	0.87	1.33	0.46	4	18	0.87 =3D Begin type 4 = surface SE, Niangua Army Missouri Conservation Department access road left; 1.15 =3D<= span style=3D'mso-spacerun:yes'> AA-101DJ left; 1.33 =3D End at private roads
AA-101DJ	0	0.23	0.23	4	20	0.00 =3D Begin at AA-101D go; 0.23 =3D End at dead end private drive<= /td>
AA-106	0	1.24	1.24	5	20	0.00 =3D Begin at state route AA go East; 0.58 =3D AA-106P right; 0.9= 0 =3D AA-106R left; 1.24 =3D End type 5 surface
AA-106	1.24	1.51	0.27	4	16	1.24 =3D Begin type 4 surface; 1.51 =3D End at dead end at GG Marina = at lake
AA-106P	0	0.56	0.56	5	20	0.00 =3D Begin at AA-106 go South; 0.53 =3D AA-106PH left and AA-106P= J right; 0.56 =3D End type 5 surface
AA-106P	0.56	1.11	0.55	4	16	0.56 =3D Begin type 4 s= urface; 1.11 =3D End at dead end at private drive
AA-106PH	0	0.72	0.72	5	20	0.00 =3D Begin at AA-1= 06P go; 0.72 =3D End at dead end private drive 0.00 =3D Begin at 106P go South; 0.51 = =3D End at private drives 0.00 =3D Begin at AA-106 go; 0.49 =3D End at dead end= private roads
AA-106PJ	0	0.51	0.51	5	18	0.00 =3D Begin at 106P go South; 0.51 =3D End at private drives
AA-106R	0	0.49	0.49	4	14	0.00 =3D Begin at AA-106 go; 0.49 =3D End at dead end private roads
AA-109	0	0.98	0.98	5	18	0.00 =3D Begin at state AA go North and NE; 0.46 =3D AA-1109G right; = 0.87 =3D AA-109J right; 0.98 =3D End type 5 surface
AA-109	0	1	1.00	5	20	Extension of existing inventory
AA-109	0.98	3.37	2.39	4	16	0.98 =3D Begin type 4 surface go NE; 3.37 =3D End at dead end
AA-109G	0	0.79	0.79	4	14	0.00 =3D Begin at AA-109 go East; 0.43 =3D AA-109GS right; 0.79 =3D E= nd at dead end (private drive)
AA-109GS	0	0.2	0.20	4	12	0.00 =3D Begin at AA-109G go East; 0.20 =3D End at dead end
AA-109J	0	0.16	0.16	4	14	0.00 =3D Begin at AA-109 North; 0.16 =3D End at private road
AA-109JA	0	0.14	0.14	4	14	0.00 =3D Begin at AA-109J go East; 0.14 =3D End at private road
AA-1M	0	0.78	0.78	4	18	0.00 =3D Begin at AA-1 go; 0.27 =3D Low water bridge; 0.78 =3D End at= dead end
AA-1P	0	0.12	0.12	5	16	0.00 =3D Begin at AA-1 go; 0.12 =3D End at private road
AA-88	0	0.68	0.68	5	20	0.00 =3D Begin at state route AA go SW; 0.68 =3D End at state route 5= 4
AA-95	0	0.68	0.68	4	12	0.00 =3D Begin at state route AA go West; 0.68 =3D End at dead end pr= ivate drive
AA-99	0	1.58	1.58	4	18	0.00 =3D Begin at state route AA go; 1.51 =3D Paved ford; 1.58 =3D En= d AA-99 at junction county road J-99 right and J-90 left
Ambassador	0	0.233	0.23	7	20	New inventory
Angel Dr.	0	0.203	0.20	5	20	New inventory
Apache Ave.	0	0.38	0.38	4	20	New inventory
Aster Rd.	0	0.23	0.23	5	20	Begin at Bittersweet Road go South to end at loop tie-in =3D 0.23
Barbia Ln.	0	0.35	0.35	5	20	Begin at Horseshoe Bend Road go South to end at Bay Point Condos =3D = 0.35
Barrington Ct.	0	0.13	0.13	5	22	New inventory
BB-13 Loop	0	3.76	3.76	4	16	0.00 =3D Begin at stat= e BB go West, North, and East; 1.55 =3D Junction county road BB-13H Lt.; 3.66 =3D= Paved ford; 3.76 =3D End county road at junction state route BB
BB-13H	0	0.42	0.42	4	14	0.00 =3D Begin county road at junction county road BB-13 Looop go NW;= 0.42 =3D End county road at private drive
BB-20	0	1.4	1.40	4	18	0.00 =3D Jct. Co. Rds. 7-68 & Co. Rd. T-20 go West; 0.61 =3D Jct.= Co. Rd. BB-20 N Lt.; 1.40 =3D Jct. State Rte. BB
BB-20N	0	0.96	0.96	4	10	0.00 =3D Jct. Co. Rd. BB-20 go South; 0.08 =3D paved Ford; 0.96 =3D E= nd Co. Rd. @ Jct. Co. Rd. BB-28
BB-25	0	1.03	1.03	4	12	0.00 =3D Begin at state route BB go West; 1.03 =3D End county road at= dead end
BB-2B	0	2.47	2.47	5	16	0.00 =3D Jct. State Rt= e. BB go SE; 0.08 =3D Low water Bridge; 0.75 =3D Jct. Co. Rd. BB-20N Lt.; 2.47 =3D End= Co. Rd. @ Jct. Co. Rds. T-28I Rt. & Co. Rd. T-28
BB-35	0	4.55	4.55	4	16	0.00 =3D Begin at junction county roads 7-35 and 7-50 go South; 2.48 = =3D County road BB-35X route; 4.55 =3D End at state route BB
BB-35X	0	0.91	0.91	4	12	0.00 =3D Begin at county road BB-35 go South; 0.91 =3D County road at junction county road BB-80
BB-40	0	2.61	2.61	4	18	0.00 =3D Jct. Co. Rds.= T-35 Lt. & Co. Rd. H-40; 0.32 =3D paved Ford; 0.38 =3D Jct. Co. Rd. T-28I Rt.;= 1.87 =3D Jct. Co. Rd. BB-40B Rt.; 2.61 =3D End Co. Rd. @ Jct. State Rte. BB
BB-40B	0	0.63	0.63	4	14	0.00 =3D Jct. Co. Rd. BB-40 Rt. & Lt. go NE; 0.63 End Co. Rd. @ D= ead End Private Drive
BB-8	0	2.91	2.91	4	14	0.00 =3D Jct. State Rte. BB go SE; 1.84 Natural Ford; 2.91 =3D End Co= . Rd. 7-68 Lt. & Rt.
BB-80	0	1.77	1.77	4	18	0.00 =3D Begin at "C" county line road, go Northwest; 2.29 = =3D Low water bridge; 1.77 =3D End county road at junction county road P-80
Bear Trace	0	0.2	0.20	5	20	New Inventory
Big Horn Dr.	0	0.292	0.29	4	18	New inventory.
Bittersweet Road	0	0.55	0.55	5	20	Begin at state route HH go NW to end at loop tie-in =3D 2.74
Brookhaven	0	0.853	0.85	5	24	New inventory (Villages - see separate map)
Bruce Road	0	0.3	0.30	5	20	Begin at Duck Head Rd. go NW to end at private road =3D 0.30
Bur Oaks Rd.	0	0.267	0.27	5	18	New inventory.
Buttercup Rd.	0	0.09	0.09	5	20	Begin at Bettersweet Road go North to end at private drive =3D 0.09
C	0	0.98	0.98	4	16	0.00 =3D Begin at county road 73-124P go West; 0.98 =3D End at Dallas= and Camden county line
C (A-100)	0	0.51	0.51	4	16	0.00 =3D Begin at county road 100 go South Camden and Pulaski county = line; 0.51 =3D End "C" road at Camden and Pulaski county line
C (BB-80)	0	0.53	0.53	4	18	0.00 =3D Begin at state route BB go West; ties into county road BB-80=
C-36	0	1.9	0.19	4	18	0.00 =3D Jct. State Rt= e. C go North; 0.57 =3D Jct. Co. Rd. C-36 A Rt.; 1.31 =3D Jct. Co. Rd. C-36C Lt.;= 1.55 =3D Jct. Co. Rd. C-36D Rt.; 1.90 =3D End Co. Rd. @ Jct. Co. Rd. C-38
C-36A	0	1.28	1.28	4	18	0.00 =3D Jct. Co. Rd. A-77A go West; 1.00 =3D Paved Ford; 1.28 =3D En= d Co. Rd. @ Jct. Co. Rd. C-36 Lt. & Rt.
C-36C	0	0.33	0.33	4	16	0.00 =3D Jct. State Rte. C go East; 0.33 =3D End Co. Rd. @ Jct. Co. R= d. C-36 Lt. & Rt.
C-36D	0	2.21	2.21	4	18	0.00 =3D Jct. Co. Rd. C-36 go East; 0.21 =3D Low water Bridge; 2.21 = =3D End Co. Rd. @ Jct. A-77A Lt. & Rt.
C-38	0	0.7	0.07	4	14	0.00 =3D Jct. State Rte. C g= o East & North; 0.28 =3D Jct. Co. Rd. C-36 Rte.; 0.69 Natural Ford; 0.70 =3D= End Co. Rd. C-38 @ Miller Co. Line
Cactus Rd.	0	0.08	0.08	5	20	Begin at Primross Road go NW to end at private drive =3D 0.08
Carrol Rd.	0	1.95	1.95	5	20	Begin at state route HH go NE to end at private roads and Susan Rd. r= ight =3D 1.95
Cedar Crest	0	0.091	0.09	5	20	NEW INVENTORY
Cedar Rd.	0	0.59	0.59	5	20	Begin at Dogwood Road go NE to end at private drive =3D 0.59
Cherokee Rd.	0	0.49	0.49	5	20	Begin at state route HH go North to end at private drive =3D 1.96
Christopher	0	0.392	0.39	5	20	New inventory
Cimarron Ba	0	0.13	0.13	5	20	0.00 =3D Begina t MM-40P go South; 0.13 =3D End at private drive
Circle Dr.	0	0.27	0.27	5	20	Begin at Duck Head Rd. go SE and NW loop to end at Dark Head Rd. =3D = 0.27
Cliffstone Ln.	0	0.136	0.14	5	24	New inventory (Villages - see separate map)
Coffman Ben	0	0.36	0.36	4	18	New inventory.
Country Mea	0	0.2	0.20	4	20	New inventory
Crow Rd.	0	0.16	0.16	5	20	Begin at Cherokee Rd. go NW to end at private drive =3D 0.16
D-133	0	2.15	2.15	4	16	0.00 =3D Begin at stat= e route D go East and SE (state park boundary) (0.78 =3D End state park boundadry); 2.15 =3D End county road at junction D-133H and 5-133
D-133H	0	0.41	0.41	4	14	0.00 =3D Begin at county road 133 go North; 0.41 =3D End county road = at county road 5-106
D-144	0	2.39	2.39	4	14	0.00 =3D Begin at coun= ty road D-148 and 5-148 go North; 0.72 =3D Low water bridge and enters state park boundary; 2.39 =3D End county road D-144 at state route D
D-146	0	0.19	0.19	5	22	0.00 =3D Begin at state D go NW; 0.18 =3D D-146 loop tie-in left; 0.1= 9 =3D End type 5 surface
D-146	0.19	0.97	0.78	4	12	0.19 =3D Begin type 4 surface; 0.30 =3D End state park area; 0.84 =3D= Loop tie-in; 0.97 =3D End at loop tie-in
D-148	0	2.21	2.21	4	20	0.00 =3D Begin at junction c= ounty roads 5-148 and D-144 go NW; 1.21 =3D Enter Missouri state park boundary;= 1.21 =3D Continue county road D-148
D-148	2.21	2.51	0.30	5	20	2.21 =3D Begin Type 5 surface road; 2.21 =3D End state park boundary;= 2.51 =3D End county road D-148 at junction state route D
D-150	0	0.19	0.19	4	12	0.00 =3D Begin at county road D-148 West; 0.19 =3D End county road at= state park area
D-156	0	0.19	0.19	4	16	0.00 =3D Begin at state route D go Northwest; 0.19 =3D End at private= road
D-160	0	0.78	0.78	4	18	0.00 =3D Begin at state route D go NW; 0.63 =3D D-160F right; 0.78 = =3D End at private drives
D-160F	0	0.23	0.23	4	12	0.00 =3D Begin at D-160 go NE; 0.23 =3D End at private road
D-164	0	0.46	0.46	4	16	0.00 =3D Begin at state route D go NW and South; 0.46 =3D End at priv= ate roads
D-164C Lp.	0	1.134	1.13	5	20	New inventory
D-164C Lp. 1	0	0.086	0.09	4	20	New inventory
D-168	0	0.74	0.74	4	12	0.00 =3D Begin at state route D go SE, enter state park boundary; 0.7= 4 =3D End county road and state park boundary at private drive
D-172	0	0.98	0.98	4	12	0.00 =3D Begin at state route D go NW; 0.98 =3D End at private drive<= /td>
D-175	0	0.9	0.90	4	12	0.00 =3D Begin at junction state route D go NE; 0.90 =3D End at priva= te road
D-177	0	0.53	0.53	4	12	0.00 =3D Begin at junction state route D go; 0.53 =3D End county road= at private drive
D-178	0	2.28	2.28	4	16	0.00 =3D Begin at state route D go NW; 2.17 =3D D-178W right; 2.28 = =3D End at private drive
D-178W	0	0.43	0.43	4	12	0.00 =3D Begin at D-178 go East; 0.43 =3D End at dead end
D-183	0	0.78	0.78	4	14	0.00 =3D Begin at junction state D go NE; 0.78 =3D End county road at= private road
D-187	0	4.9	4.90	4	16	0.00 =3D Begin at U-11= 0 go East and SE; 0.01 =3D Bridge; 0.16 =3D Low water bridge; 0.62 =3D D-187W right; 2.45 =3D D-187M right; 3.31 =3D D-187K r= ight; 4.55 =3D D-187C right; 4.90 =3D End at state route D
D-187C	0	2.63	2.63	4	14	0.00 =3D Begin at D-187 go SW; 2.63 =3D End at dead end at Laclede co= unty line
D-187K	0	1.1	1.10	4	16	0.00 =3D Begin at D-18= 7 go SW; 1.10 =3D End at private roads 0.00 =3D Begin at D-187 go SW; 0.58 =3D End= at private roads 0.00 =3D Begin at D-187 go SW; 0.18 =3D End at dead end
D-187M	0	0.58	0.58	4	14	0.00 =3D Begin at D-187= go SW; 0.58 =3D End at private roads
D-187W	0	0.18	0.18	4	12	0.00 =3D Begin at D-187 go SW; 0.18 =3D End at dead end
D-75	0	0.35	0.35	5	12	0.00 =3D Begin at state route D go West and North loop drive; 0.35 = =3D End at D-75 loop tie-in
D-76C	0	0.077	0.08	5	20	New inventory
Damsel Rd.	0	0.05	0.05	5	20	Begin at Cherokee Road go NE to end at dead end =3D 0.05
DD-10	0	2.87	2.87	4	22	0.00 =3D Begin at Nort= h city limits Climax Springs go North; 0.15 =3D DD-10I left; 0.55 =3D DD-10N lef= t; 2.24 Low water bridge; 2.87 =3D Z-10N left; 2.87 =3D End DD-10
DD-10I	0	0.67	0.67	4	20	0.00 =3D Begin at DD-10 go West; 0.67 =3D End at Benton county line
DD-10N	0	0.57	0.57	4	16	0.00 =3D Begin at DD-10 go NW; 0.57 =3D End at Benton county line
Dilwood Rd.	0	0.1	0.10	4	18	New inventory
Dogwood Rd.	0	1.58	1.58	5	20	Begin at Carrol Road go NW to end at dead end =3D 1.58
Double Hors	0	0.37	0.37	5	18	New inventory
Duck Head Rd.	0	1.65	1.65	5	20	Begin at state route HH go NE to end at spur road and private drive = =3D 1.65
E. Lake Ct.	0	0.253	0.25	5	24	New inventory (Porto Cima - see separate map)
E-20	0	4.84	4.84	4	18	0.00 =3D Begin @ State Rte. E go NW; 4.84 =3D End @ Co. Rd. A-28 Rt. = & Co. Rd. A-20 (E-20 Jct. Y @ Rte. E)
E-24	0	2.89	2.89	4	16	0.00 =3D Begin Co. Rd. @ Jct. Co Rds. E-35 & A-35 go West & S= outh; 0.01 =3D Bridge; 2.89 =3D End @ State Rte. E
E-27	0	3.51	3.51	4	16	0.00 =3D Jct. State Rte. E go East; 1.45 =3D paved Ford; 3.51 =3D End= Co. Rd. E-27 @ Jct. Co. Rd. A-62 Lt. & Rt.
E-35	0	1.76	1.76	4	14	0.00 =3D Begin @ Jct. Co. Rds. A-35 & E-24 go South & East; 1= .76 =3D End Co. Rd. @ Jct. State Rte. E.
Eagles Cove	0	0.248	0.25	5	24	New inventory (Porto Cima - see separate map)
EE-12	0	0.94	0.94	4	20	0.00 =3D Begin at state route EE go SW; 0.68 =3D Low water bridge; 0.= 94 =3D End at private drive
EE-15	0	1.49	1.49	4	20	0.00 =3D Begin at state route EE SW; 1.36 =3D EE-15G left; 1.49 =3D E= nd at private drive
EE-15G	0	0.16	0.16	4	18	0.00 =3D Begin at EE-15 go SW; 0.16 =3D End at EE-20G
EE-20	0	0.61	0.61	4	20	0.00 =3D Begin at state route EE go SW; 0.18 =3D EE-20G route; 0.61 = =3D End at private drive
EE-20G	0	0.3	0.30	4	18	0.00 =3D Begin at EE-15G go NE; 0.30 =3D End at EE-20
EE-24	0	0.98	0.98	5	20	0.00 =3D Begin at state route EE go SE; 0.32 =3D EE-8 left; 0.38 =3D = EE-24C left; 0.98 =3D EE-24F, end type 5 surface
EE-24	0.98	1.13	0.15	4	16	0.98 =3D Begin type 4 surface; 1.13 =3D End at EE-24F
EE-24C	0	0.49	0.49	4	18	0.00 =3D Begin at EE-24 go SE; 0.49 =3D End at private drives
EE-24F	0	0.24	0.24	4	18	0.00 =3D Begin at EE-24 go South; 0.05 =3D EE-24 left; 0.24 =3D End a= t private drive
EE-30	0	0.81	0.81	5	20	0.00 =3D Begin at state route EE go SE; 0.76 =3D EE-30I right; 0.81 = =3D End type 5 surface
EE-30	0.81	1.31	0.50	4	16	0.81 =3D Begin type 4 surface; 1.31 =3D End at loop tie-in (EE-30)
EE-30E	0	0.11	0.11	4	16	0.00 =3D Begin at EE-30 go S= outh; 0.11 =3D End at dead end 0.00 =3D Begin at EE-30 go SE; 0.28 =3D End at EE-30 = Extension of existing inventory
EE-30M	0	0.28	0.28	4	16	0.00 =3D Begin at EE-30 go SE; 0.28 =3D End at EE-30
EE-30M	0	0.05	0.05	5	20	Extension of existing inventory
EE-4	0	1.3	1.30	4	18	0.00 =3D Begin at state route EE go SE; 1.30 =3D End at private roads=
EE-50	0	1.62	1.62	5	20	0.00 =3D Begin at stat= e route EE go South; 0.66 =3D EE-50V left; 0.94 =3D EE-50V left tie-in and EE-W left; 1.11 =3D EE-50W tie-in; 1.21 =3D EE-50X left; 1.62 =3D End a= t private drive
EE-50V	0	0.94	0.94	5	20	0.00 =3D Begin at EE-50 go South and North; 0.94 =3D End at EE-50 (lo= op tie-in)
EE-50W	0	0.98	0.98	4	18	0.00 =3D Begin at EE-50 go South and North; 0.98 =3D End at EE-50
EE-50X	0	0.13	0.13	4	18	0.00 =3D Begin at EE-50 go South; 0.13 =3D End at private drive
EE-8	0	1.41	1.41	4	20	0.00 =3D Begin at state route EE go SE; 0.35 =3D Paved ford; 0.44 =3D= Paved ford; 1.41 =3D End at EE-24
Elm Rd.	0	0.15	0.15	5	20	Begin at Dogwood Road go NW to end at private drive =3D 0.15
F-1	0	0.1	0.10	4	20	0.00 =3D Begin at state route F go North; 0.10 =3D End at state route= TT
F-10	0	0.54	0.54	4	22	0.00 =3D Begin at state route F go West; 0.54 =3D F-10R left; 1.15 = =3D End at private roads
F-10R	0	0.54	0.54	4	20	0.00 =3D Begin at F-10 go South; 0.16 =3D End at private drive
F-10RD	0	0.16	0.16	4	20	0.00 =3D Begin at F-10R go south; 0.16 =3D End at private drive
F-12	0	3.17	3.17	5	20	0.00 =3D Begin at state rout= e F go East; 0.96 =3D F-12M right; 1.12 =3D F-12P left; 1.54 =3D F-12S left; 2.7= 8 =3D F-12W left; 3.17 =3D End at private drives
F-12M	0	0.3	0.30	5	18	0.00 =3D Begin at F-12 go South; 0.30 =3D End type 5
F-12M	0.3	0.52	0.22	4	16	0.30 =3D Begin type 4; 0.52 =3D End at private roads
F-12-P	0	0.15	0.15	4	20	0.00 =3D Begin at county road F-8 go East; 0.15 =3D End type 4 surfac= e
F-12-P	0.15	0.39	0.24	5	20	0.15 =3D Begin type 5 surface; 0.39 =3D End type 5 surface
F-12-P	0.39	0.93	0.54	4	20	0.39 =3D Begin type 4 surface, go South; 0.94 =3D End at county road = F-12
F-12S	0	1.27	1.27	4	20	0.00 =3D Begin at F-12 go NE; 0.15 =3D F-12SB left; 1.27 =3D End at p= rivate drive
F12-SB	0	0.3	0.30	4	24	0.00 =3D Begin at F12-S go NE; 0.30 =3D End at private roads
F-12W	0	0.33	0.33	4	18	0.00 =3D Begin at F-12 go NE; 0.33 =3D End at private drive
F-13	0	0.56	0.56	4	20	0.00 =3D Begin at state route F go; 0.56 =3D End at private drive
F-15	0	0.96	0.96	5	20	0.00 =3D Begin at stae route F go SE; 0.96 =3D End at private drive
F-2	0	0.84	0.84	4	18	0.00 =3D Begin at state route F go West; 0.84 =3D End at junction cou= nty road 5-47
F-3	0	0.54	0.54	4	18	0.00 =3D Begin estate = route F go East; 0.54 =3D End private drive 0.00 =3D Begin at state route F go SW; 1= .07 =3D End at private road 0.00 =3D Begin at state route F go East; 0.08 =3D count= y road F-8B left
F-5	0	1.07	1.07	4	20	0.00 =3D Begin at state route F go SW; 1.07 =3D End at private road
F-8	0	0.08	0.08	5	20	0.00 =3D Begin at state route F go East; 0.08 =3D county road F-8B le= ft
F-8	0.08	1.36	1.28	4	20	0.08 =3D Begin at type 4 surface; 0.26 =3D F8-F left; 1.36 =3D Low wa= ter bridge, end county road F-8 at F-12-P
F-8B	0	0.75	0.75	5	20	0.00 =3D Begin at F-8 go NE; 0.75 =3D End at Sunrise point private dr= ive
F-8F	0	1.89	1.89	4	20	0.00 =3D Begin at county road F-8 go NE; 0.70 =3D County road F-8FG l= eft; 1.89 =3D End at private drive
Fair Oaks Ln.	0	0.087	0.09	5	24	New inventory (Villages - see separate map)
FF-10	0	0.26	0.26	4	18	0.00 =3D Begin at state route FF go West; 0.26 =3D End at private roa= d
FF-14	0	2.01	2.01	5	20	0.00 =3D Begin at state route FF go SE; 0.95 =3D FF-14P right; 2.01 = =3D End type 5 surface
FF-14	2.01	2.4	0.39	4	16	2.01 =3D Begin type 4 surface; 2.40 =3D End type 4 surface
FF-14	2.4	3.41	1.01	5	20	2.40 =3D Begin type 5 surface; 2.66 =3D FF-14R right; 3.41 =3D End ty= pe 5 surface
FF-14	3.41	5.13	1.72	4	18	3.41 =3D Begin type 4 surface and FF-14SY left; 3.92 =3D FF-17 left; = 4.20 =3D FF-14R right; 4.58 =3D FF-14Y right; 5.13 =3D End at dead end
FF-14P	0	0.62	0.62	4	16	0.00 =3D Begin at FF-14 go South; 0.28 =3D Paved ford; 0.46 =3D FF-6P= R; 0.62 =3D End at loop tie-in (FF-14P)
FF-14R	0	1.47	1.47	4	16	0.00 =3D Begin at FF-14 go SW; 0.22 =3D FF-ARJ left; 1.47 =3D End at = FF-14
FF-14RJ	0	0.26	0.26	4	16	0.00 =3D Begin at FF-14R go South; 0.26 =3D End at private road
FF-14Y	0	0.21	0.21	4	16	0.00 =3D Begin at FF-14 go South; 0.21 =3D End at circle tie-in
FF-17	0	4.23	4.23	4	20	0.00 =3D Begin at stat= e route FF go NE and SE; 0.53 =3D FF-25 left; 1.00 =3D FF-17E left; 1.02 =3D Low wat= er bridge; 2.18 =3D FF-175 right; 2.64 =3D FF-17U right; 2.71 =3D FF-17W r= ight; 3.00 =3D FF-17W (loop tie-in); 3.48 =3D FF-17Y right; 4.23 =3D End at FF-14
FF-17E	0	1.62	1.62	4	18	0.00 =3D Begin at FF-1= 4 go NE; 0.83 =3D FF-17EB right; 0.88 =3D FF-17ED left; 0.95 =3D FF-17EE right; 1.04 =3D FF-17EE loop tie-in right, FF-17= EH left; 1.38 =3D FF-EP left; 1.54 =3D FF-17EP loop tie in
FF-17EB	0	0.21	0.21	4	14	0.00 =3D Begin at FF-17E go South and West; 0.21 =3D End at FF-17EB
FF-17ED	0	0.92	0.92	4	14	0.00 =3D Begin at FF-17E go; 0.25 =3D FF-17EH right; 0.92 =3D End at = dead end
FF-17EE	0	0.23	0.23	4	14	0.00 =3D Begin at FF-17E go SW and North; 0.23 =3D End at FF-17E (loop tie-in)
FF-17EH	0	0.73	0.73	4	14	0.00 =3D Begin at FF-17ED go East and South; 0.73 =3D End at FF-17E
FF-17EP	0	0.23	0.23	4	14	0.00 =3D Begin at FF-17E go South, East, and North; 0.23 =3D End at F= F-17E (loop tie-in)
FF-17S	0	0.37	0.37	4	18	0.00 =3D Begin at FF-17 go South; 0.37 =3D End at junction FF-17Y and FF-175SY
FF-17SY	0	0.79	0.79	4	20	0.00 =3D Begin at junction FF-175 and FF-17Y go SE; 0.79 =3D End at F= F-14 (left and right)
FF-17U	0	0.15	0.15	4	12	0.00 =3D Begin at FF-17 go SE; 0.15 =3D End at private drive
FF-17W	0	0.26	0.26	4	14	0.00 =3D Begin at FF-17 go South and West; 0.26 =3D End at FF-17
FF-17Y	0	0.44	0.44	4	18	0.00 =3D Begin at junction FF-17SY and FF-17S go NE; 0.44 =3D End at = FF-17
FF-27	0	1	1.00	4	18	0.00 =3D Begin at state route FF go West; 1.00 =3D End at private dri= ve (dead end)
FF-28	0	1.78	1.78	4	20	0.00 =3D Begin at state route FF go SE; 1.72 =3D FF-28K left; 1.78 = =3D End at FF-17
FF-28K	0	1.37	1.37	4	18	0.00 =3D Begin at FF-28 go NW; 0.41 =3D FF-28KD right; 1.37 =3D End a= t private road
FF-28KD	0	0.73	0.73	4	18	0.00 =3D Begin at FF-28K go NE; 0.50 =3D FF-28KD7 left; 0.73 =3D End = at dead end and private roads
FF-28KD7	0	0.58	0.58	4	18	0.00 =3D Begin at FF-28KD go NW; 0.58 =3D End at circle tie-in (FF-28= KD7)
FF-33	0	1.06	1.06	4	20	0.00 =3D Begin at end state route FF go North; 0.58 =3D FF-33K left; = 1.06 =3D End road width 20'
FF-33	1.06	1.64	0.58	4	18	1.06 =3D Begin road width of 18; 1.41 =3D FF-33P right; 1.64 =3D End = at dead end at lake
FF-33B	0	0.796	0.80	4	20	New inventory
FF-33K	0	1.42	1.42	4	16	0.00 =3D Begin at FF-33 go SW; 1.42 =3D End private road
FF-33P	0	1.12	1.12	4	12	0.00 =3D Begin at F-33= go SE; 0.63 =3D FF-33PE left; 0.65 =3D FF-33PF right; 0.69 =3D FF-PE left loop tie-in; 0.81 =3D FF-33PG right; 0.90 =3D FF-33PG right loop tie-in, FF-33PT right (Ahd); 1.12 =3D End at private drive
FF-33PE	0	0.19	0.19	4	10	0.00 =3D Begin at FF-33P go North; 0.19 =3D End at FF-33P (loop tie-i= n)
FF-33PF	0	0.02	0.02	4	10	0.00 =3D Begin at FF-33P go South; 0.02 =3D End at private drive
FF-33PG	0	0.88	0.88	4	10	0.00 =3D Begin at FF-33P go; 0.88 =3D End at FF-33P loop in
FF-33PT	0	0.09	0.09	4	10	0.00 =3D Begin at FF-3P go East; 0.09 =3D End at private drive
FF-4	0	0.84	0.84	4	16	0.00 =3D Begin at state route FF go West; 0.84 =3D End at Camden and = Banton county line
FF-5	0	2.06	2.06	4	18	0.00 =3D Begin at state route FF go SE; 2.06 =3D End at junction Z-5M= left and Z-5 right
FF-6	0	2.16	2.16	4	20	0.00 =3D Begin at state route FF go SE; 1.34 =3D FF-6H right; 1.76 = =3D FF6P left; 2.16 =3D End 20' width
FF-6	2.16	3.27	1.11	4	14	2.16 =3D Begin 14' width; 2.44 =3D FF-6PK left; 3.27 =3D End at loop = tie-in (FF-6)
FF-6H	0	2.06	2.06	4	20	0.00 =3D Begin at FF-6 go SE; 0.48 =3D FF-6HP left; 1.16 =3D FF-6HU r= ight; 1.28 =3D FF-6HW right; 2.06 =3D End at dead end (private drive)
FF-6HP	0	0.58	0.58	4	16	0.00 =3D Begin at FF-6H go NE; 0.58 =3D End at private road
FF-6HU	0	0.98	0.98	4	18	0.00 =3D Begin at FF-6H go South; 0.98 =3D End18' width
FF-6HU Fork	0.98	1.4	0.42	4	14	0.98 =3D Begin 14' width; 1.40 =3D End at dead end
FF-6HU Fork	0	0.2	0.20	4	14	0.00 =3D Begin at FF-6HU fork 1 go SE; 0.20 =3D End at dead end
FF-6HW	0	0.6	0.60	4	16	0.00 =3D Begin at FF-6H go South; 0.60 =3D FF-6HWG left, end 16' widt= h
FF-6HW	0.6	1.21	0.61	4	12	0.60 =3D Begin 12' width; 1.21 =3D End FF-6HW at loop tie-in
FF-6HWG	0	0.57	0.57	4	16	0.00 =3D Begin at FF-6HW go SE; 0.57 =3D End at dead end
FF-6P	0	1.02	1.02	4	18	0.00 =3D Begin at FF-6 go NE; 0.38 =3D FF-6PF left; 0.68 =3D FF-6PK r= ight; 0.84 =3D FF-6PN left; 1.02 =3D End 18' width
FF-6P	1.02	1.34	0.32	4	12	1.02 =3D Begin 12' widt= h; 1.34 =3D End at FF-6PK
FF-6PF	0	0.69	0.69	4	16	0.00 =3D Begin at FF-6P go NW; 0.46 =3D FF-6PF6 left; 0.69 =3D End at= dead end
FF-6PF6	0	0.27	0.27	4	14	0.00 =3D Begin at FF-6PF go NW; 0.25 =3D Paved ford; 0.27 =3D End at = FF-14PF
FF-6PK	0	0.24	0.24	4	18	0.00 =3D Begin at FF-6P go NE; 0.24 =3D End 18' width
FF-6PK	0.24	0.76	0.52	4	12	0.24 =3D Begin 12' width; 0.53 =3D Low water bridge; 0.74 =3D End at = FF-6
FF-6PN	0	2.79	2.79	4	14	0.00 =3D Begin at FF-6P go NW; 2.79 =3D End at dead end
F-FG	0	0.51	0.51	4	18	0.00 =3D Begin at F8-F go North; 0.51 =3D End at private drive
Fischer	0	0.28	0.28	4	20	New inventory
Forestridge L.	0	0.089	0.09	5	24	New inventory (Villages - see separate map)
Fox Run	0	0.187	0.19	5	24	New inventory (Porto Cima - see separate map)
Fox Run Ct.	0	0.228	0.23	5	24	New inventory (Porto Cima - see separate map)
Foxwood Shores	0	0.87	0.87	5	20	NEW INVENTORY
Ginger Rd.	0	1.65	1.65	5	20	Begin at Carrol Road go West, NW, SW, and South to end at Carrol Road circle tie-in =3D 1.65
Gleneagles	0	0.31	0.31	5	22	New inventory
Graceland Pt.	0	0.6	0.60	4	18	New inventory
Grand Cove	0	1.446	1.45	5	24	New inventory (Porto Cima - see separate map)
Grand Cypress	0	0.24	0.24	5	22	New inventory
Grand Pt. Blvd.	0	1.418	1.42	5	24	New inventory (Porto Cima - see separate map)
Grand View	0	2.058	2.06	5	24	New inventory (Porto Ci= ma - see separate map)
Greystone Ln	0	0.626	0.63	5	24	New inventory (Villages - see separate map)
H-112	0	2.45	2.45	4	14	0.00 =3D Jct. ELM Stre= et & North City Limits, City of Stoutland; 0.25 =3D Jct. Co. Rd. T-112 Lt.; 0.26 =3D paved Ford; 2.34 =3D paved Ford; 2.45 =3D End C= o. Rd. @ Co. Rds. T-23 Rt. T-45 Lt.
H-116	0	2.4	2.40	4	12	0.00 =3D Jct. Co. Rd. T-23 go East & South; 0.05 =3D Natural Ford= ; 2.40 =3D End Co. Rd. @ Jct. State Rte. H
H-120	0	2	2.00	4	20	0.00 Jct. Co. Rds. H-128 Lt. & Co. Rd. 7-120 go South; 2.00 =3D E= nd Co. Rd. @ Jct. State Rte. H
H-124	0	0.41	0.41	4	10	0.00 =3D Jct. State Rte. H go N & S (Loop Rd); 0.41 =3D End Co. R= d. @ State Rte. H (Tie in)
H-126	0	0.75	0.75	4	16	0.00 =3D Jct. State Rte. H go E & N; 0.49 =3D Jct. Co. Rd. H-142 = Rt.; 0.75 =3D End Co. Rd. @ Jct. State Rte. H
H-128	0	3.12	3.12	4	20	0.00 =3D Jct. State H = & Co. Rd. 7-130 Rt. Go West; 0.64 =3D Bridge; 1.63 =3D Bridge; 2.54 =3D paved F= ord; 3.12 =3D End Co. Rd. @ Jct. Co. Rds. H-120 Lt. & 7-120 Rt.
H-140	0	0.35	0.35	4	18	0.00 =3D Jct. State Rte. H go North; 0.35 =3D End Co. Rd. @ Jct. State Rte. 7<= /td>
H-142	0	1.5	1.50	4	16	0.00 =3D Jct. Co. Rd. H-126 go East; 1.50 =3D End Co. Rd. @ Jct. State Rte. H<= /td>
H-40	0	0.76	0.76	4	16	0.00 =3D Jct. State Rte. H go North; 0.76 =3D End Co. Rd. @ Jct. Co. = Rds. BB-40 & Co. Rd. T-35 Rt.
H-53	0	1.31	1.31	4	14	0.00 =3D Jct. State Rte. H go West & North; 0.03 =3D Jct. Co. Rd.= H-60 Lt.; 1.31 =3D End Co. Rd. @ Jct. State Rte. H
H-54	0	1.49	1.49	4	18	0.00 =3D Begin at state route A go North; 1.49 =3D End county road at= dead end and private drive
H-57	0	0.33	0.33	4	12	0.00 =3D Jct. State Rte. H go South; 0.33 =3D End Co. Rd. @ Jct. Co. = Rd. H-53
H-60	0	2.03	2.03	4	20	0.00 =3D Lacklede Co. Line &= amp; Co. Rd. J.J. 256 & Camden Co. Line go North; 1.27 =3D Jct. Co. Rd. T-80 R= t. & Lt.; 2.03 =3D End Co. Rd. @ Jct. Co. Rd. H-53
Hickory Rd.	0	0.21	0.21	5	20	Begin at Walnut go North to end at private drive =3D .21
High Line Rd.	0	0.76	0.76	5	20	Begin at Duck Head Rd. go SE to end at private drive =3D 0.76
Honey Suckle	0	0.07	0.07	5	20	Begin at Bettersweet Road go North to end at private drive =3D 0.07
Horseshoe B	0	2.51	2.51	5	20	Begin at state route HH go West to end at loop tie-in =3D 2.51
Ivory Circle	0	0.28	0.28	4	18	NEW INVENTORY
J-100	0	4.99	4.99	4	18	0.00 =3D Begin at state J go SW; 0.76 =3D Paved ford; 1.55 =3D J-85 l= eft; 3.61 =3D N-100E right; 4.99 =3D End at city limit Mack Creek
J-103	0	4.76	4.76	4	20	0.00 =3D Begin at state rout= e J go NE; 2.34 =3D Paved ford; 3.24 =3D J-103E left; 3.61 =3D J-103K right, J-103I = left; 4.32 =3D J-103K right tie-in; 4.76 =3D End at private drives
J-103E	0	1.15	1.15	4	16	0.00 =3D Begin at J-103 West; 1.15 =3D End at dead end
J-103I	0	1.65	1.65	4	16	0.00 =3D Begin at J-103 go West; 0.23 =3D J-103IH left; 1.65 =3D End = at J-103I loop tie-in
J-103IH	0	0.61	0.61	4	12	0.00 =3D Begin at J-103I go North; 0.61 =3D End at private drive
J-103K	0	1.12	1.12	4	16	0.00 =3D Begin at J-103 go; 1.12 =3D End at J-103
J-105	0	1.21	1.21	4	16	0.00 =3D Begi at J-107 go SE; 1.21 =3D End at state route J
J-120	0	0.96	0.96	4	20	0.00 =3D Begin at state J go SE; 0.25 =3D Low water bridge; 0.96 =3D = End at private road
J-64	0	0.18	0.18	4	18	0.00 =3D Begin at state route J go NE; 0.11 =3D 54-92 route; 0.18 =3D= End at private roads (left and right)
J-85	0	0.64	0.64	4	14	0.00 =3D Begin at J-100 go East; 0.06 =3D Natural ford; 0.64 =3D End = at state route J
J-90	0	3.18	3.18	4	14	0.00 =3D Begin at junction A= A-99 and JJ-99 go South and West; 0.26 =3D Natural ford; 1.44 =3D 54-90 left; 2.09= =3D Paved ford; 3.18 =3D End at state route J
J-96	0	0.5	0.50	4	14	0.00 =3D Begin at state route J go East; 0.50 =3D End at dead end
J-99	0	1.49	1.49	4	18	0.00 =3D Begin at junction county roads AA-99 and J-90 go West and SW= ; 1.49 =3D End at state route J
Jamie Dr.	0	0.656	0.66	5	20	New inventory
JJ-4	0	0.24	0.24	4	14	0.00 =3D Jct. Main Street @ City Limits West, City of Stoutland; 0.24= =3D End Co. Rd. @ State Rte. JJ
Jo Rd.	0	0.04	0.04	5	20	Begin at Lucy Rd. go North to end at private roads =3D 0.04
Keystone Bu	0	0.51	0.51	5	20	New inventory
Keystone Bu	0	0.36	0.36	4	20	New inventory
KK-11	0	0.5	0.50	5	20	0.00 =3D Begin @ Osage Beach City street (Three Seasons Rd.) go East;= 0.50 =3D End @ Three Seasons condo's
KK-11J	0	1.21	1.21	5	18	0.00 =3D Begin @ Osage Beach City street (Three Seasons Rd.) go North= ; 1.21 =3D End @ Dead End
KK-14	0	0.64	0.64	5	18	0.00 =3D Begin @ State= Rte. KK go West & North; 0.03 =3D Jct. Co. Rd. KK-16 Rt. & Co. Rd. KK-9BB; 0.24 =3D Co. Rd. KK-J Lt.; 0.35 =3D K-146 lt,; 0.49 =3D KK-14J = Lt.; 0.64 =3D End @ private Rd. (Pelican Bay)
KK-14G	0	0.27	0.27	5	14	0.00 =3D Begin @ Co. Rd. KK-14 go West & North; 0.27 =3D End @ Co= . Rd. KK-14J
KK-14J	0	0.36	0.36	5	14	0.00 =3D Begin @ Co. Rd. KK-1490 West; 0.36 =3D End @ Co. Rd. KK-9J
KK-16	0	0.26	0.26	4	16	0.00 =3D Begin @ Co. Rd. KK-14 go North; 0.26 =3D End @ State Rte. KK=
KK-25	0	1.09	1.09	5	18	0.00 =3D Begin @ State Rte. KK go East; 0.81 =3D Co. Rd. KK-25H Rt.; = 1.09 =3D End @ Co. Rd. KK-25N
KK-25A	0	0.156	0.16	5	20	New inventory
KK-25H	0	0.32	0.32	4	12	0.00 =3D Begin @ Co. Rd. KK-25 go South & North; 0.32 =3D End @ D= ead End
KK-25N	0	0.51	0.51	5	14	0.00 =3D Begin @ Co. Rd. KK-25 North; 0.03 =3D Co. Rd. KK-25NC Rt.; 0= .51 =3D End @ Co. Rd. KK-25NR
KK-25NC	0	0.14	0.14	5	12	0.00 =3D Begin @ Co. Rd. KK-25N go East; 0.14 =3D End @ Loop Tie-in
KK-25NR	0	0.07	0.07	5	12	0.00 =3D Begin @ KK-25N go West; 0.07 =3D End @ Dead End
KK-29	0	0.44	0.44	5	18	0.00 =3D Begin @ State Rte. KK go West; 0.44 =3D End @ Private Dr.
KK-33	0	0.86	0.86	5	20	0.00 =3D Begin at junc= tion, end state and KK-35 left go SE; 0.20 =3D County road KK-33D left; 0.41 =3D Co= unty road KK-33E right; 0.68 =3D County road KK-33E tie-in and KK-33G tie-in right; 0.86 =3D End at county roads KK-33G right and county road KK-33J l= eft
KK-33D	0	0.6	0.60	5	18	0.00 =3D Begin at dead= end go south; 0.20 =3D County road KK-33DG right and county road KK-33J left; 0.= 35 =3D County road KK-33DG right, tie-in; 0.60 =3D End at county road KK-33
KK-33-DG	0	0.27	0.27	5	10	0.00 =3D Begin at KK-33D go Wesst and East tie-in; 0.26 =3D County ro= ad KK-33DG1; 0.27 =3D End at county road KK-33D
KK-33-DG1	0	0.19	0.19	5	12	0.00 =3D Begin at county road KK-33DG go SW; 0.19 =3D End at loop tie= -in
KK-33E	0	0.18	0.18	5	18	0.00 =3D Begin at KK-33 go South and North; 0.18 =3D End type 5 surfa= ce
KK-33E	0.18	0.75	0.57	4	16	0.18 =3D Begin type 4 surface go North; 0.75 =3D End type 4 surface
KK-33E	0.75	0.82	0.07	5	16	0.75 =3D Begin type 5 surface go North; 0.75 =3D county road KK-33EH = right; 0.82 =3D End at acounty road KK-33
KK-33EH	0	0.12	0.12	4	14	0.00 =3D Begin at county road KK-33G go SW; 0.12 =3D End at county ro= ad KK-33E
KK-33G	0	0.63	0.63	5	14	0.00 =3D Begin at coun= ty road KK-35 go NE; 0.25 =3D County road KK-35GB right; 0.31 =3D County road KK-= 35GG left; 0.48 =3D Junction county roads KK-35GG left and county road KK-35= GB right; 0.63 =3D End at loop tie-in
KK-33-G	0	0.5	0.50	5	16	0.00 =3D Begin at KK-33 go W= est and North; 0.08 =3D County road KK-33EH; 0.50 =3D End at junction county road= s KK-33 leftand KK-33J right
KK-33-GB	0	0.26	0.26	5	10	0.00 =3D Begin at county road KK-35G go East; 0.26 =3D End at county = road KK-35G
KK-33J	0	0.8	0.80	5	14	0.00 =3D Begin at county roads KK-33G and KK-33 go North; 0.80 =3D En= d at county road KK-33D
KK-35	0	0.53	0.53	5	20	0.00 =3D Begin State Rte. KK & Co. Rd. KK-33 go NW; 0.37 =3D KK-3= 3G Rt; 0.45 =3D Co. Rd.; 0.53 =3D End @ Co. Rd. KK-35P
KK-35GG	0	0.2	0.20	5	12	0.00 =3D Begin at county road KK-33G go West; 0.20 =3D End at county = road KK-35G
KK-35K	0	0.49	0.49	5	16	0.00 =3D Begin @ Co. Rd. KK-35 go North & West; 0.24 =3D Co. Rd. = KK-35KB Rt; 0.30 =3D Co. Rd. KK-35KK; 0.49 =3D End @ Dead End
KK-35KB	0	0.46	0.46	5	14	0.00 =3D Begin @ Co. Rd. KK-35K go East; 0.46 =3D End @ Loop Tie-in
KK-35KK	0	0.15	0.15	5	12	0.00 =3D Begin @ Co. Rd. KK-35K go North; 0.15 =3D End Co. Rd. @ Dead= End
KK-35-P	0	0.26	0.26	5	20	0.00 =3D Begin @ Co. Rd. KK-35 go West; 0.25 =3D Co. Rd. KK-35PF Lt; = 0.26 =3D End @ Private Rd.
KK-35PF	0	0.17	0.17	5	18	0.00 =3D Begin @ Co. Rd. KK-35P go South; 0.17 =3D End @ Private Dr.<= /td>
KK-9	0	0.81	0.81	5	18	0.00 =3D Begin @ State Rte. = KK go N.W.; 0.13 =3D Co. Rd. KK 98 Rt; 0.53 =3D Co. Rd. KK-9J Rt; 0.81 =3D End = @ St. Moritz Condominiums private Dr.
KK-9B	0	0.59	0.59	4	16	0.00 =3D Begin @ Jct. Co. Rds. KK-44 go South; 0.59 =3D End @ State R= te. KK
KK-9J	0	0.41	0.41	4	14	0.00 =3D Begin @ Co. Rd. KK-9 go North; 0.41 =3D End @ Co. Rd. KK-14<= /td>
Lake Dr.	0	0.18	0.18	5	20	Begin at Duck Head Rd. go NE to end at spur road =3D 0.18
Lake Dr.	0	0.627	0.63	5	24	New inventory (Porto Cima - see separate map)
LaRiva Estates	0	2.052	2.05	5	22	New Inventory
LaRiva Estates	0	0.379	0.38	5	22	New Inventory
LaRiva Estates	0	0.952	0.95	5	22	New Inventory
LaRiva Estates	0	0.095	0.10	5	22	New Inventory
Las Campan	0	1.23	1.23	5	20	New Inventory
Linn Creek Rd.	0	0.63	0.63	5	20	Begin at Cherokee Road go NE to end at loop tie-in =3D 1.89
Loveland Cov	0	0.3	0.30	4	18	New inventory
Lucy Rd.	0	1	1.00	5	20	Begin at Carrol Rd. go West to end at Carrol Rd. (loop tie-in)
Mallard Pt.	0	0.12	0.12	5	20	Begin at Outer Drive go North to end at dead end at private drive =3D= 0.12
Maple Rd.	0	0.44	0.44	5	20	Begin at Cedar Road go North to end at dead end =3D 0.44
MM-05	0	0.15	0.15	4	20	0.00 =3D Begin at state route MM go South; 0.15 =3D End at private ro= ads
MM-05 (Hickory	0.15	0.33	0.18	5	20	No Comments Listed
MM-09	0	0.386	0.39	5	20	New inventory
MM-16	0	1.02	1.02	5	20	0.00 =3D Begin at state route MM go North; 0.17 =3D County road MM-16= H left; 0.78 =3D MM-16H tie-in left; 1.02 =3D End at private drive
MM-16H	0	0.82	0.82	4	20	0.00 =3D Begin at MM-16 go West and South; 0.82 =3D End at MM-16 tie-= in
MM-22	0	2.02	2.02	5	20	0.00 =3D Begin at stat= e route MM go North; 0.32 =3D MM-22F left; 0.88 =3D MM-22K left; 1.11 =3D MM-22R left; 1.21 =3D MM-22T right; 1.43 =3D MM-22V left; 1.56 =3D MM-22V tie-= in; 1.73 =3D MM-22T tie-in right; 2.02 =3D End at Chimney Point (dead end)
MM-22F	0	0.52	0.52	4	20	0.00 =3D Begin at MM-22 go NE; 0.19 =3D MM-22-FF left; 0.52 =3D End a= t private roads
MM-22-FF	0	0.21	0.21	4	18	0.00 =3D Begin at MM-22F go North; 0.21 =3D End at private drive
MM-22K	0	0.58	0.58	4	20	0.00 =3D Begin at MM-22 go N= orth; 0.09 =3D MM-22KB right; 0.15 =3D MM-22KE left; 0.28 =3D MM-22KM left; 0.58 =3D= End at MM-22K tie-in loop
MM-22KB	0	0.44	0.44	4	20	0.00 =3D Begin at MM-22K go North; 0.44 =3D End at loop tie-in
MM-22KE	0	0.11	0.11	4	20	0.00 =3D Begin at MM-22K go West; 0.11 =3D End at private drives
MM-22KM	0	0.48	0.48	4	22	0.00 =3D MM-22K go West; 0.48 =3D Loop tie-in
MM-22R	0	0.42	0.42	5	20	0.00 =3D Begin at MM-2= 2 NW; 0.15 =3D MM-22RA left; 0.16 =3D MM-22RB right; 0.28 =3D MM-22RB right; 0.35 =3D MM= -22RD left; 0.42 =3D MM-22RF, end type 5 surface
MM-22R	0.42	0.65	0.23	4	20	0.42 =3D Begin type 4; 0.49 =3D MM-22RF right tie-in; 0.65 =3D End at= private drive
MM-22RA	0	0.26	0.26	4	20	0.00 =3D Begin at MM-22RD go South; 0.26 =3D End at MM-22R
MM-22RB	0	0.32	0.32	4	18	0.00 =3D Begin at MM-22R go North and West; 0.32 =3D End at MM-22R
MM-22RD	0	0.07	0.07	5	20	0.00 =3D Begin at MM-22R go West; 0.07 =3D End type 5 surface
MM-22RD	0.07	0.56	0.49	4	18	0.07 =3D Begin type 4 surface, MM-22RA left; 0.56 =3D End at circle t= ie-in
MM-22RF	0	0.23	0.23	4	20	0.00 =3D Begin at MM-22R go North; 0.23 =3D End at circle tie-in
MM-22T	0	0.62	0.62	4	20	0.00 =3D Begin at MM-22 go North; 0.62 =3D End at MM-22 tie-in
MM-22V	0	0.28	0.28	4	15	0.00 =3D Begin at MM-22 go West; 0.28 =3D End at loop tie-in
MM-22V	0	0.09	0.09	5	20	Extension of existing inventory
MM-35	0	1.09	1.09	5	20	0.00 =3D Begin at stat= e route MM go North; 0.15 =3D MM-35C left; 0.36 =3D MM-35F right; 0.50 =3D MM-35I le= ft; 0.62 =3D MM-35M right; 0.72 =3D MM-35N left; 0.85 =3D MM-35M tie-in right; 0.88 =3D MM-= 35O right and MM-35P left; 0.92 =3D MM-35P tie-in left; 0.96 =3D MM-35S right; 1.09 =3D End at MM-35S and private drive
MM-35C	0	0.37	0.37	5	20	0.00 =3D Begin at MM-35 go West; 0.37 =3D End type 5 surface
MM-35C	0.37	1.16	0.79	4	20	0.37 =3D Begin type 4 surface; 1.16 =3D End at MM-35C tie-in
MM-35F	0	0.5	0.50	4	20	0.00 =3D Begin at MM-35 go East; 0.50 =3D End at loop tie-in
MM-35I	0	0.26	0.26	5	20	0.00 =3D Begin at MM-35 go West; 0.17 =3D MM-35IG left; 0.18 =3D MM-3= 5I tie-in right; 0.26 =3D MM-35IJ left, end type 5 surface
MM-35I	0.26	0.93	0.67	4	20	0.26 =3D Begin type 4 surface; 0.93 =3D End at MM-35I tie-in
MM-35IG	0	0.35	0.35	4	18	0.00 =3D Begin at MM-35I go South and North; 0.35 =3D End at MM-351G = Tie-in
MM-35IJ	0	0.43	0.43	4	18	0.00 =3D Begin at MM-35I go South; 0.43 =3D End at MM-35IJ tie-in
MM-35M	0	0.59	0.59	4	20	0.00 =3D Begin at MM-35 go East and North; 0.12 =3D MM-35MG right;0.2= 4 =3D MM-35MG tie-in left; 0.59 =3D End at MM-35
MM-35MG	0	0.34	0.35	4	18	0.00 =3D Begin at MM-35M go South and North; 0.34 =3D End at MM-35M
MM-35N	0	0.25	0.25	4	18	0.00 =3D Begin at MM-35P go South; 0.25 =3D End at MM-35
MM-35P	0	0.43	0.43	4	18	0.00 =3D Begin at MM-35 go West and South; 0.41 =3D MM-35N right;0.43= =3D End at MM-35
MM-35Q	0	0.05	0.05	4	20	0.00 =3D Begin at MM-35 go East; 0.05 =3D End at private drive
MM-35S	0	0.23	0.23	4	20	0.00 =3D Begin at MM-35 go; 0.23 =3D End at MM-35 tie-in
MM-40	0	3.08	3.08	5	20	0.00 =3D Begin at stat= e route MM go East; 0.87 =3D MM-40K left; 1.79 =3DMM-40P right; 2.27 =3D MM-40T right; 2.36 =3D MM-40V left; 2.61 =3D MM-40V tie-in left; 2.77 =3D MM-4= 0X left; 2.89 =3D MM-40X tie-in left; 3.01 =3DMM-40Y left; 3.08 =3D End at private drive
MM-40G	0	0.73	0.73	5	20	0.00 =3D Begin at state route MM go North; 0.60 =3D MM-40GN left;
MM-40GN	0	0.62	0.62	4	18	0.00 =3D Begin at MM-40G go West; 0.62 =3D End circle tie-in
MM-40K	0	1.68	1.68	4	22	0.00 =3D Begin at MM-40 go North; 0.36 =3D county road MM-40KE right;= 0.51 =3D MM-40K left; 1.68 =3D End at MM-40K tie-in
MM-40KE	0	0.79	0.79	4	22	0.00 =3D Begin at MM-40K go North; 0.24 =3D MM-40KE left; 0.79 =3D En= d at MM-40KE tie-in
MM-40P	0	1.04	1.04	5	20	0.00 =3D Begin at MM-4= 0 go SE; 0.23 =3D MM-40PF right; 0.45 =3D MM-40PJ right; 0.67=3D MM-40PN left; 0.7= 7=3DMM-40PS right; 0.89=3DCimarron Bay right; 0.92 =3D MM-40PV; 1.04 =3D End at pri= vate drive
MM-40PF	0	0.33	0.33	4	18	0.00 =3D Begin at MM-40P go SW; 0.33 =3D End at cult-sac.
MM-40PJ	0	0.14	0.14	4	22	0.00 =3D Begin at MM-40P go SW; 0.14 =3D End at private roads
MM-40PN	0	0.14	0.14	4	22	0.00 =3D Begin at MM-40P go East; 0.14 =3D End at private roads
MM-40PS	0	0.1	0.10	4	22	0.00 =3D Begin at MM-40P go South; 0.10 =3D End at private drives
MM-40PV	0	0.12	0.12	5	20	0.00 =3D Begin at MM-40P go South; 0.12 =3D End at private drive
MM-40T	0	0.22	0.22	4	22	0.00 =3D Begin at MM-40 go South; 0.22 =3D End at private drive
MM-40V	0	0.44	0.44	4	18	0.00 =3D Begin at MM-40 go NE; 0.44 =3D End at MM-40 tie-in (loop dri= ve)
MM-40X	0	0.19	0.19	4	20	0.00 =3D Begin at MM-40 go NE; 0.19 =3D End at loop tie-in
MM-40Y	0	0.04	0.04	4	18	0.00 =3D Begin at MM-40 go North; 0.04 =3D End at private drive
Montery Sub.	0	0.244	0.24	5	18	New inventory
Morningside	0	0.08	0.08	5	22	New inventory
Morningside	0	0.22	0.22	5	22	New inventory
Murfield Dr.	0	1.83	1.83	5	20	New inventory
N-107	0	4.84	4.84	4	22	0.00 =3D Begin at state rout= e N go NE; 0.14 =3D N-150 left; 1.04 = =3D N-107E right; 1.69 =3D N-155 left; 4.83 =3D J-105 right; 4.84 =3D End at state r= oute J
N-107E	0	1	1.00	4	18	0.00 =3D Begin at N-107 go SE; 1.00 =3D End at J-100
N-150	0	1.6	1.60	4	18	0.00 =3D Begin at state route N go South; 1.60 =3D End at N-107
N-158	0	1.59	1.59	4	14	0.00 =3D Begin at state route N go SE; 0.03 =3D Paved ford; 0.07 =3D = Paved ford; 1.12 =3D N-158N left; 1.59 =3D End N-107
N-158N	0	1.75	1.75	4	16	0.00 =3D Begin at N-158 go North; 1.75 =3D End at dead end
N-162	0	0.28	0.28	4	14	0.00 =3D Begin at N go North; 0.07 =3D Paved ford; 0.21 =3D Paved for= d; 0.28 =3D End at private road
N-165	0	3.43	3.43	4	22	0.00 =3D Begin at junc= tion 7-23 and 7-23S go SW; 0.88 =3D Low water bridge; 1.20 =3D Low water bridge; 2.= 89 =3D Bridge; 3.13 =3D Natural ford; 3.43 =3D End at state route N
N-166	0	0.99	0.99	4	22	0.00 =3D Begin at junction NN-166 go SE; 0.56 =3D N-166R right; 0.99 = =3D End at state route N
N-166R	0	1.8	1.80	4	22	0.00 =3D Begin at N-166 go South; 1.45 =3D Paved ford; 1.80 =3D End a= t NN-145
NN-112	0	0.5	0.50	4	14	0.00 =3D Begin at state route NN go West; 0.50 =3D End at Benton coun= ty lin
NN-118	0	0.75	0.75	4	18	0.00 =3D Begin at state route NN go West; 0.75 =3D End at Benton coun= ty line
NN-122	0	0.6	0.60	4	18	0.00 =3D Begin at state route NN go West; 0.60 =3D End at Benton coun= ty line
NN-125	0	1.17	1.17	4	16	0.00 =3D Begin at state route NN go South, West, and South; 1.17 =3D = Ends at private road
NN-130	0	0.35	0.35	4	16	0.00 =3D Begin at state route NN go North and West; 0.35 =3D End at s= tate route NN (loop tie-in)
NN-145	0	4.23	4.23	4	20	0.00 =3D Begin at NN-166 go SE; 1.60 =3D NN-145K right; 3.82 =3D NN-1= 66R left; 3.96 =3D Low water bridge; 4.23 =3D End and N-142
NN-145K	0	3.55	3.55	4	18	0.00 =3D Begin at NN-145 go SW and Northwest; 1.07 =3D Low water brid= ge; 3.55 =3D End at Hickory county line
NN-166	0	2.48	2.48	4	22	0.00 =3D Begin at end state route NN go SE; 1.48 =3D Paved ford; 2.48= =3D Low water bridge; 2.48 =3D End at junction N-166
No St. Name	0	0.15	0.15	5	22	New Inventory
No St. Sign	0	0.27	0.27	5	22	New Inventory
No St. Sign	0	0.08	0.08	5	22	New Inventory
No St. Sign	0	0.31	0.31	5	22	New inventory
No St. Sign	0	0.11	0.11	5	22	New inventory
No St. Sign	0	0.2	0.20	5	22	New Inventory
No St. Sign	0	0.64	0.64	5	22	New Inventory
No St. Sign	0	0.14	0.14	5	22	New inventory
No St. Sign	0	0.08	0.08	5	22	New inventory
No St. Sign	0	0.11	0.11	5	22	New inventory
No St. Sign	0	0.23	0.23	5	22	New inventory
Nonsuch Rd.	0	0.22	0.22	5	20	Begin at Linn Creek Road go NE to end at dead end =3D 0.22
O-110	0	1.61	1.61	4	16	0.00 =3D Begin at state route O go SE; 1.61 =3D End at 54-98
O-115	0	0.89	0.89	4	14	0.00 =3D Begin at state route O go East; 0.50 =3D Paved ford; 0.89 = =3D End at dead end private drive
O-120	0	3.7	3.70	4	18	0.00 =3D Begin at state route O go West; 1.35 =3D Low water bridge; 3= .70 =3D End at state route 73
O-121	0	0.75	0.75	4	18	0.00 =3D Begin at 54-98 go West; 0.75 =3D End at state route O
O-135	0	0.74	0.74	4	16	0.00 =3D Begin at 54-98 go West, South, and West; 0.74 =3D End state = route O
O-135A	0	0.92	0.92	4	16	0.00 =3D Begin at junction state route O and county road O-135 go Sou= th; 0.92 =3D End at dead end private drive
Oak Dr.	0	0.04	0.04	5	20	Begin at Duck Head Rd. go South to end at private road =3D 0.04
Oak Dr.	0	0.345	0.35	5	24	New inventory (Porto Cima - see separate map)
Oak Rd.	0	0.09	0.09	5	20	Begin at Maple Road go NW to end at private drive =3D 0.09
Old Mine Dr.	0	0.062	0.06	5	20	NEW INVENTORY
Oriole Rd.	0	0.16	0.16	5	20	Begin at Thrush Road go NE to end private drive =3D 0.16
Outer Dr.	0	1.37	1.37	5	20	Begin at Horseshoe Bend Road go NW to end at loop tie-in =3D 1.37
P-80	0	2.82	2.82	4	20	0.00 =3D Begin county = road at BB-80 go West; 2.65 =3D Junction county road P-84 route; 2.67 =3D Junctio= n county road P-83 route; 2.82 =3D End county road at state route P
P-83	0	0.22	0.22	4	18	0.00 =3D Begin at junction state route P go South; 0.22 =3D End count= y road at county road P-80
P-84	0	0.26	0.26	4	14	0.00 =3D Begin county road P-80 go North; 0.26 =3D End county road at= state route P
Palomino Ct.	0	0.08	0.08	5	20	Begin at Susan Rd. go North to end at dead end =3D 0.08
Paula Rd.	0	0.09	0.09	5	20	Begin at Carrol Rd. go NE to end at private drive =3D 0.09
Pawnee Rd.	0	0.2	0.20	5	20	Begin at Cherokee Rd. go NWt to end at private drive =3D 0.20
Pine Rd.	0	0.16	0.16	5	20	Begin at Dogwood go Nor= th to end at private drive =3D 0.16
Primross Rd.	0	0.3	0.30	5	20	Begin at Bittersweet Road go North to end at loop tie-in =3D 0.30
Red Bird Rd.	0	0.35	0.35	5	20	Begin at Horseshoe Bend Road go North and NW to end at private drive = =3D 0.35
Red Bud Rd.	0	0.25	0.25	5	20	Begin at Dogwood go North to end at private drive =3D 0.25
Red-Run	0	0.387	0.39	5	20	New inventory
Restful Ln.	0	0.28	0.28	5	20	Begin at Outer Drive go SE to end at dead end =3D 0.28
Ridge Rd.	0	0.57	0.57	5	20	Begin at Duck Head Rd. go SE to end at private drive =3D 0.57
Ridgeview Dr.	0	0.492	0.49	4	20	New inventory
Robin Rd.	0	0.31	0.31	5	20	Begin at Thrush Road go NE to end at loop tie-in =3D 0.31
Ruby Hill	0	0.06	0.06	5	22	New inventory
Ry-Zen-Sun	0	1.174	1.17	5	18	New inventory.
SAC Rd.	0	0.17	0.17	5	20	Begin at Cherokee Rd. go East to end at loop tie-in =3D 0.17
Saddle Moun	0	0.7	0.70	4	18	New inventory
Satin Dr.	0	0.08	0.08	5	20	New inventory
Shady Ln.	0	0.25	0.25	5	20	Begin at Duck Head Rd. go East to end at private drive =3D 0.25
Short St.	0	0.047	0.05	5	20	New inventory
Spring Creek	0	1.68	1.68	5	22	New inventory
Spring Rd.	0	0.48	0.48	5	20	Begin at Duck Head go NW to end at private drive =3D 0.48
Springridge L.	0	0.148	0.15	5	24	New inventory (Villages - see separate map)
Spur Rd.	0	0.13	0.13	5	20	Begin at Duck Head Rd. go South to end at Lake Drive =3D 0.13
Spyglass	0	0.65	0.65	5	20	New inventory
St. Tropez	0	0.434	0.43	7	20	New inventory
Starlite Cave	0	0.532	0.53	4	18	New inventory.
Stonebridge	0	0.412	0.41	5	24	New inventory (Villages - see separate map)
Sunset Rd.	0	0.68	0.68	5	20	Begin at Horseshoe Bend Road go SW to end at loop tie-in =3D 0.68
Susan Rd.	0	2.08	2.08	5	20	Begin at state route HH go NE to end to Carrol Rd. =3D 2.08
Sweet William	0	0.15	0.15	5	20	Begin at Bittersweet Road go SW to end at private drive =3D 0.15
Sylvan Bay	0	1.59	1.59	5	20	New inventory
T-112	0	0.17	0.17	4	14	0.00 =3D Jct. State Rte. T go East; 0.17 =3D End Co. Rd. @ Jct. Co. H= -112
T-20	0	2.72	2.72	4	18	0.00 =3D Jct. State Rte. T g= o West & NW; 0.49 =3D Low water Bridge; 2.66 =3D Bridge; 2.72 =3D End Co. Rd= . @ Jct. Co. Rds. BB-20 Lt. & Co. Rd. 7-68
T-23	0	3.71	3.71	4	16	0.00 =3D Jct. State Rt= e. T go South; 1.10 =3D Natural Ford; 3.30 =3D Paved Ford; 3.59 =3D Jct. Co. Rd. = H-116 Lt.; 3.71 =3D End Co. Rd. @ Jct. Co. Rds. T-45 Rte. H-112 Lt.
T-28	0	1.1	1.10	5	16	0.00 =3D Jct. Co. Rds. BB-28 & Co. Rd. T-28I Rt. Go East; 0.89 =3D Bridge; 1.110 =3D End Co. Rd. @ Jct. State Rte. T
T-28I	0	1.79	1.79	4	14	0.00 =3D Jct. Co. Rd. T-28 go South & West; 1.79 =3D End Co. Rd. = @ Jct. Co. Rd. BB-40 Lt. & Rt.
T-35	0	2.74	2.74	4	18	0.00 =3D Jct. Rd. H-40 Rt. & BB-40 Lt. go East & North; 1.62 = =3D paved Ford; 2.74 =3D End Co. Rd. @ Jct. State Rte. T
T-45	0	0.69	0.69	4	16	0.00 =3D Jct. Co. Rds. H-112 & co. Rd. T-23 go West; 0.69 =3D End= Co. Rd. @ Jct. State Rte. T
T-80	0	2.88	2.88	4	18	0.00 =3D Jct. State Rte. T go West; 1.82 =3D Jct. Co. Rd. H-60 Lt. &a= mp; Rt.; 2.88 =3D End Co. Rd. @ Lacklede Co. Line
That There Dr.	0	0.8	0.80	4	25	New Inventory
Thistle Rd.	0	0.08	0.08	5	20	Begin at Primross Road go South to end at dead end =3D 0.08
Thrush Rd.	0	1.3	1.30	5	20	Begin at Outer Drive road go North to end at loop tie-in =3D 1.30
Tonka Villa E.	0	1.57	1.57	5	20	New inventory
Tracy Ln.	0	0.19	0.19	5	20	Begin at Bruce Rd. go Northwest to end at dead end =3D 0.19
Tropical Trail	0	1.99	1.99	5	20	New Inventory
TT-11	0	0.19	0.19	5	20	0.00 =3D Begin at state route TT go East; 0.18 =3D TT-11E right; 0.19= =3D End type 5 surface
TT-11	0.19	0.56	0.37	4	22	0.19 =3D Begin type 4 surface; 0.56 =3D End at private drive
TT-11E	0	0.13	0.13	5	20	0.00 =3D Begin at TT-11 go South; 0.13 =3D End at private roads
TT-15	0	0.27	0.27	4	22	0.00 =3D Begin at state route TT go South; 0.27 =3D End at private ro= ads
TT-20	0	0.2	0.20	4	20	0.00 =3D Begin at state route TT go South; 0.20 =3D End at private ro= ads
TT-25	0	0.315	0.32	5	20	New inventory
TT-5	0	1.48	1.48	5	20	0.00 =3D Begin at state route TT go SE; 1.48 =3D End at private roads=
TT-50	0	1.32	1.32	5	20	0.00 =3D Begin at stat= e route TT go NW; 0.11 =3D County road TT-50C left; 0.43 =3D TT-50F left; 0.45 =3D T= T-50J; 0.92 =3D TT-50P right; 1.32 =3D End at circle tie-in
TT-50C	0	0.28	0.28	4	18	0.00 =3D Begin at TT-50 go West; 0.28 =3D End at private drive
TT-50F	0	0.24	0.24	4	22	0.00 =3D Begin at TT-50 go West; 0.24 =3D End at private drive
TT-50J	0	0.34	0.34	4	18	0.00 =3D Begin at TT-50= go NE; 0.34 =3D End at private drive
TT-50P	0	0.03	0.03	5	20	0.00 =3D Begin at TT-50; 0.03 =3D End type 5 surface
TT-50P	0.03	0.13	0.10	4	16	0.03 =3D Begin type 4 surface go East; 0.13 =3D End at private roads<= span style=3D'mso-spacerun:yes'>
TT-55	0	0.24	0.24	4	22	0.00 =3D Begin at state route TT go West; 0.24 =3D End at private dri= ve
TT-5H	0	0.446	0.45	4	20	New inventory
TT-60	0	0.4	0.40	5	20	0.00 =3D Begin at state route TT go NW; 0.40 =3D End type 5
TT-60	0.4	0.54	0.14	4	20	0.40 =3D Begin type 4 go East; 0.54 =3D End at state route TT
TT-66	0	0.18	0.18	5	18	0.00 =3D Begin at TT-76 go West; 0.04 =3D TT-66F left; 0.18 =3D End a= t state route TT
TT-66F	0	0.09	0.09	4	18	0.00 =3D Begin at county road TT-66 go South; 0.09 =3D End at private= drive
TT-75	0	1.03	1.03	5	20	0.00 =3D Begin at state route TT go West, North, and East; 1.03 =3D E= nd at circle drive tie- in
TT-76	0	0.29	0.29	4	18	0.00 =3D Begin at state route TT go SE; 0.29 =3D End county road TT-7= 6 at TT-66
TT-80	0	0.36	0.36	5	20	0.00 =3D Begin at state route TT go NE; 0.36 =3D End at private drive=
Turn Bridge	0	0.336	0.34	5	24	New inventory (Porto Cima - see separate map)
Turn Bridge L	0	0.331	0.33	5	24	New inventory (Porto Cima - see separate map)
Twin Coves	0	0.187	0.19	4	20	New inventory
U-107	0	0.48	0.48	4	16	0.00 =3D Begin at state route U go SW; 0.48 =3D End at U-110
U-108	0	0.66	0.66	4	22	0.00 =3D Begin at state U go SW; 0.66 =3D End at dead end (private dr= ive)
U-109	0	1	1.00	4	16	0.00 =3D Begin at state route U go North; 1.00 =3D End at dead end pr= ivate drive
U-110	0	4.4	4.40	4	16	0.00 =3D Begin at stat= e route U go South and West; 0.90 =3D 54-98W left; 0.91 =3D Paved ford; 1.04 =3D Paved= ford; 1.60 =3D U-107 right; 2.84 =3D paved ford; 3.61 =3D Natural ford; 4.40 =3D End at 54-98
U-87	0	1.31	1.31	5	20	0.00 =3D Begin at state route U go NE; 1.31 =3D End at 54-87
U-98	0	2.14	2.14	5	20	0.00 =3D State route U go West; 2.14 =3D End at state route 54
Ute Rd.	0	0.09	0.09	5	20	Begin at Cherokee road go North to end at private drive =3D 0.09
V-04	0	0.93	0.93	4	20	0.00 =3D Begin Co. Rd. @ State Rte. V go NE; 0.92 =3D Natural Ford; 0= .93 =3D End Co. Rd. @ private Rd. Lt. & Rt.
V-04A	0	0.412	0.41	4	20	New inventory
V-04AC	0	0.238	0.24	4	20	New inventory
V-04AF	0	0.135	0.14	4	15	New inventory
V-04AF	0	0.135	0.14	4	15	New inventory
V-09	0	0.49	0.49	4	20	New inventory
V-10	0	0.309	0.31	4	20	New inventory
V-12	0	0.2	0.20	4	12	0.00 =3D Begin @ State Rte. V go Southwest; 0.20 =3D End Co. Rd. @ De= ad End
V-12 (Chandl	0.2	0.47	0.27	4	20	No Comments Listed
V-17	0	2.82	2.82	4	20	0.00 =3D Begin @ State Rte. V go North; 1.81 =3D Jct. Co. Rd. V-17M L= t.; 2.82 =3D End Co. Rd. @ Jct. Co. Rds. A-17D Lt. & A-17
V-17M	0	1.18	1.18	4	16	0.00 =3D Begin @ Co. Rd. V-17 go West; 1.18 =3D End Co. Rd. @ Private= Dr.
Velvet Dr.	0	0.257	0.26	5	20	New inventory
Verbein Rd.	0	0.58	0.58	5	20	Begin at Bittersweet Road go West to end at cirle drive tie-in =3D 0.58
Village Way	0	0.822	0.82	5	24	New inventory (Villages - see separate map)
W. Lake Ct.	0	0.11	0.11	5	24	New inventory (Porto Cima - see separate map)
W-119	0	1.75	1.75	5	20	0.00 =3D Begin at state rout= e W go SW; 0.70 =3D Spur W-119 left; 0.93 =3D 54-119P right; 1.27 =3D 54-119Q right;= 1.75 =3D End at state route 54
W-120	0	0.75	0.75	4	12	0.00 =3D Begin at state route W go SW; 0.31 =3D city street right; 0.= 75 =3D End at private roads
W-124	0	0.29	0.29	4	14	0.00 =3D Begin at state route W go N and S; 0.29 =3D End at loop tie-= in (W-124)
W-125	0	0.67	0.67	4	12	0.00 =3D Begin at state route W go NW; 0.07 =3D Bridge; 0.67 =3D End = at private drive
W-125	0	0.7	0.70	4	20	Extension of existing inventory
W-142	0	3.23	3.23	4	20	0.00 =3D Begin at state route W go North; 2.72 =3D Low water bridge; = 3.22 =3D W-142G left; 3.23 =3D Natural ford, end 20' width
W-142	3.23	5.92	2.69	4	16	3.23 =3D Begin 16' wid= th; 3.81 =3D W-142H left; 3.97 =3D Low water bridge; 4.79 =3D Low water bridge; 5.79 = =3D NN-145 left; 5.91 =3D Low water bridge; 5.92 =3D End 16 ' width
W-142	5.92	8.3	2.38	4	20	5.92 =3D Begin 20' width; 8.30 =3D End at state route N
W-142G	0	1.29	1.29	4	20	0.00 =3D Begin at W-142 go West; 0.33 =3D W-142H right; 1.10 =3D Low = water bridge; 1.29 =3D End at Hickory county line
W-142H	0	0.77	0.77	4	18	0.00 =3D Begin at W-142G go NE; 0.77 =3D End at W-42
W-143	0	2.43	2.43	4	20	0.00 =3D Begin at state route W go South; 2.43 =3D End at state route= 54
Walnut Rd.	0	0.33	0.33	5	20	Begin at Cedar Road go West to End at private road =3D 0.33
Waterford Terr.	0	0.449	0.45	5	24	New inventory (Porto Cima - see separate map)
Wild Pines Lane	0	0.257	0.26	5	24	New inventory (Villages - see separate map)
Wildflower Cr.	0	0.144	0.14	5	24	New inventory (Porto Cima - see separate map)
Willmore Rd.	0	0.83	0.83	5	20	Begin at Duck Head Rd. go North and NW to end at dead =3D 0.83
Woodhaven	0	0.171	0.17	5	24	New inventory (Villages - see separate map)
Wye Rd.	0	0.3	0.30	5	20	Begin at Horseshoe Bend Road go NW to end at private drive =3D 0.30
Y-1	0	0.516	0.52	5	20	New inventory
Y-17	0	1.08	1.08	5	18	0.00 =3D Begin at state route Y go NE; 0.05 =3D County road Y-17C lef= t; 1.08=3D End at dead end
Y-17C	0	0.82	0.82	4	18	0.00 =3D Begin at Y-17 go North and East; 0.82 =3D End at private roa= d
Y-18	0	0.798	0.80	5	20	New inventory
Y-30	0	1.13	1.13	4	20	0.00 =3D Begin at end state "Y" maint. And county road Y-40 go South SW; 0.84 =3D County ro= ad Y-30H left; 1.13 =3D End at lake (Old Linn Creek)
Y-30H	0	0.38	0.38	4	14	0.00 =3D Begin at county road Y-30 go South; 0.38 =3D End at loop tie= -in
Y-40	0	0.15	0.15	5	16	0.00 =3D Begin at county road Y-40 go NE; 0.15 =3D End at private dri= ve
Y-40	0	1.49	1.49	5	16	0.00 =3D Begin at end = state "Y" maint. and county road Y-30 go North; 0.02 =3D County road = Y-49 left; 0.45 =3D County road Y-40E left; 0.83 =3D County road Y-40R left; 1.49 =3D End at dead end street<= /td>
Y-40C	0	0.409	0.41	5	20	New inventory
Y-40E	0	0.79	0.79	5	14	0.00 =3D Begin at Y-40= go NW; 0.45 =3D County road Y-40EC left; 0.58 =3D County road Y-40EH route; 0.67 =3D = County road Y-40EK left; 0.79 =3D End at private roads left and right
Y-40EC	0	0.52	0.52	4	20	0.00 =3D Begin at Y-40E go West; 0.552 =3D End at dead end
Y-40EH	0	0.285	0.29	5	20	Extension of existing inventory
Y-40-EH	0	0.2	0.20	5	18	0.00 =3D Begin at Y-40E go North; 0.16 =3D Y-40R right; 0.20 =3D End = private drive (Hickory Grove Resort)
Y-40EK	0	0.16	0.16	5	18	0.00 =3D Begin at Y-40E go NW; 0.16 =3D End at private roads left and= right
Y-40H	0	0.26	0.26	4	14	0.00 =3D Begin at Y-40 go East; 0.26 =3D End at private roads
Y-40LC	0	0.06	0.06	5	12	0.00 =3D Begin at Y-40L go East; 0.06 =3D End at private drive
Y-40R	0	0.56	0.56	5	18	0.00 =3D Begin at Y-40EH go East; 0.56 =3D Y-40RE and end type 5 surf= ace
Y-40R	0.56	0.71	0.15	4	18	0.56 =3D Begin type 4 surface go Easte; 0.71 =3D End at county Y-40
Y-40RE	0	0.01	0.01	4	12	0.00 =3D Begin at Y-40R go North; 0.01 =3D End type 4 surface
Y-40RE	0.01	0.07	0.06	5	8	0.01 =3D Begin type 5 surface go North; 0.07 =3D End at dead end
Y-40U	0	0.112	0.11	4	15	New inventory
Y-49	0	0.7	0.70	5	20	0.00 =3D Begin at coun= ty road Y-40 go NW; 0.13 =3D County road Y-49A left; 0.15 =3D Y-49B route; 0.70 =3D Co= unty road Y-49 at junction county roads Y-49R left, Y-49L right, and Y-49D Ahd.
Y-49A	0	0.63	0.63	5	18	0.00 =3D Begin at Y-49 go SW; 0.63 =3D End type 5 surface
Y-49A	0.63	0.99	0.36	4	14	0.63 =3D Begin type 4 surface; 0.99 End at private rods and cemetery = (Old Linn Creek Memorial)
Y-49B	0	1.45	1.45	5	18	0.00 =3D Begin Y-49 go NW; 1.45 =3D End at loop tie-in
Y-49BC	0	0.266	0.27	5	20	New inventory
Y-49BC1	0	0.155	0.16	5	20	New inventory
Y-49D	0	0.63	0.63	4	18	0.00 =3D Begin at Y-49 go NW; 0.24 =3D Y-49DC left; 0.31 =3D Y-49DG; = 0.63 =3D End at dead end
Y-49-DC	0	0.22	0.22	4	14	0.00 =3D Begin Y-49D go SW; 0.22 =3D End at Y-49K
Y-49DG	0	0.28	0.28	4	16	0.00 =3D Begin at Y-49D go West; 0.90 =3D Y-49DK right; 0.28 =3D End = at private drive
Y-49DK	0	0.34	0.34	4	14	0.00 =3D Begin at Y-49DG go North; 0.34 =3D End at loop tie- in
Y-49K	0	0.74	0.74	5	16	0,00 =3D Begin at Y-49= go SW; 0.20 =3D County road Y-49DC right; 0.12 =3D Y-49KD right; 0.25 =3D Y-49KD loop= tie-in right; 0.27 =3D Y-49KN right; 0.38 + Y-49KN loop tie-in right; 0.74 =3D End at private drive
Y-49KD	0	0.17	0.17	4	14	0.00 =3D Begin at Y-49K go NW and NE; 0.17 =3D End at Y-49K
Y-49KN	0	0.34	0.34	5	16	0.00 =3D Begin at Y-49K go NW; 0.34 =3D End type 5 surface
Y-49KN	0.34	0.77	0.43	4	14	0.34 =3D Begin type 4 surface; 0.77 =3D End type 4 surface
Y-49KN	0.77	0.9	0.13	5	16	0.77 =3D Begin type 5 surface; 0.90 =3D End at Y-49K
Y-49L	0	1.29	1.29	5	18	0.00 =3D Begin at junction c= ounty road Y-49 go North; 0.55 =3D County road Y-49LD left; 0.80 =3D Y-49LD loop tie= -in left; 1.25 =3D End at dead end
Y-49LD	0	0.31	0.31	5	18	0.00 =3D Begin at Y-49L go West and South; 0.31 =3D End at Y-49L
Z-10	0	2	2.00	4	22	0.00 =3D Begin at junction DD-10 and Z-10N go North; 0.46 =3D Paved f= ord; 1.59=3D Z-10C right; 2.00 =3D End at state route Z
Z-10C	0	1.93	1.93	4	16	0.00 =3D Begin at Z-10 go SE; 1.93 =3D End at private road
Z-10N	0	0.29	0.29	4	16	0.00 =3D Junction at DD-10 a= nd Z-10 go NW; 0.01 =3D Paved ford; 0.14 =3D Z-10NA left; 0.29 =3D End county road Z= -10N at Benton county line
Z-10NA	0	0.26	0.26	4	16	0.00 =3D Begin at Z-10N go SW; 0.02 =3D Natural ford; 0.26 =3D End at= Benton county line
Z-2	0	6.08	6.08	5	20	Coffman Bend 0.00 =3D = Begin at state route Z go North; 0.39 =3D Z-2B right; 1.51 =3D Z-2D left; 1.83 =3D= Z-2F; 3.04 =3D Z-2H right; 3.19 =3D Z-2J left; 3.30 =3D Z2L left; 3.67 =3D Z-2N left; 3.72 =3D Z-2P right; 4.58 =3D Z-= 2Q right; 4.72 =3D Z-2S right; 4.80 =3D Z-2U right; 5.66 =3D Z-2W right and Z-2X ri= ght; 5.78 =3D Z-2Y right; 6.08 =3D End type 5 surface
Z-2	0	0.459	0.46	5	20	Extension of existing inventory
Z-2	6.08	7.85	1.77	4	20	Coffman Bend 6.08 =3D Begin type 4 surface; 7.85 =3D End at county ro= ad Z-2Y
Z-2-11	0	0.504	0.50	4	20	New inventory
Z-2-12	0	0.272	0.27	4	20	New inventory
Z-2-13	0	1.088	1.09	5	20	New inventory
Z-2-13	0	0.772	0.77	4	20	New inventory
Z-2-13K	0	0.503	0.50	4	20	New inventory
Z-2B	0	2.76	2.76	4	20	0.00 =3D Begin at 7-13J go West; 0.88 =3D Low water bridge; 1.08 =3D = Low water bridge; 2.76 =3D End at Z-2
Z-2D	0	1	1.00	4	18	0.00 =3D Begin at Z-2 go West; 0.88 =3D Z-2DC left; 1.00 =3D End at d= ead end (private drive)
Z-2DC	0	0.29	0.29	4	18	0.00 =3D Begin at Z-2D go West; 0.29 =3D End at dead end (private dri= ve)
Z-2F	0	1.04	1.04	4	20	0.00 =3D Begin at Z-2 go NW; 0.58 =3D Z-2FD left; 1.04 =3D End at pri= vate roads
Z-2FD	0	0.65	0.65	4	20	0.00 =3D Begin at Z-2F go West; 0.65 =3D End at loop tie-in
Z-2H	0	1.44	1.44	4	20	0.00 =3D Begin at Z-2 go East; 0.51 =3D Z-2HD right and Z-2HF right; = 0.78 =3D Z-HJ right; 1.44 =3D End at private roads left and right
Z-2HD	0	1.04	1.04	4	20	0.00 =3D Begin at Z-2H go SE; 0.56 =3D Loop tie-in right; 1.04 =3D En= d at loop tie-in
Z-2HF	0	1.46	1.46	4	20	0.00 =3D Begin at Z-2H go East; 1.46 =3D End at loop tie-in
Z-2HJ	0	0.45	0.45	4	18	0.00 =3D Begin at Z-2H go East; 0.45 =3D End at loop tie-in
Z-2HK	0	0.2	0.20	5	20	New inventory
Z-2J	0	1.4	1.40	4	20	0.00 =3D Begin at Z-2 go NW; 1.40 =3D End at loop tie-in
Z-2L	0	0.55	0.55	4	20	0.00 =3D Begin at Z-2 go Northwest; 0.29 =3D Z-2LD right; 0.55 =3D En= d at private drive
Z-2LD	0	0.15	0.15	4	20	0.00 =3D Begin at Z-2L go NW; 0.15 =3D End at dead end and private ro= ads
Z-2N	0	0.22	0.22	4	20	0.00 =3D Begin at Z-2 go West; 0.22 =3D End at private roads
Z-2P	0	0.87	0.87	4	20	0.00 =3D Begin at Z-2 go East; 0.87 =3D End at loop tie-in
Z-2Q	0	1.16	1.16	4	20	0.00 =3D Begin at Z-2 go SE; 0.68 =3D Z-2QC right; 1.16 =3D End at lo= op tie-in
Z-2QC	0	0.62	0.62	4	20	0.00 =3D Begin at Z-2Q go South; 0.62 =3D End at dead end
Z-2QC	0	0.112	0.11	4	20	Extension of existing inventory
Z-2S	0	0.78	0.78	4	20	0.00 =3D Begin at Z-2 g= o SE; 0.78 =3D End Z-2S loop tie-in
Z-2U	0	0.65	0.65	4	20	0.00 =3D Begin at Z-2 SE; 0.65 =3D End at private drive
Z-2W	0	0.6	0.60	4	20	0.00 =3D Begin at Z-2 go SE; 0.34 =3D Z-2X left; 0.60 =3D End at dead= end
Z-2X	0	0.77	0.77	4	18	0.00 =3D Begin at Z-2 go SE; 0.77 =3D End at Z-2W
Z-2Y	0	1.52	1.52	5	20	0.00 =3D Begin at Z-2 NE; 1.52 =3D End type 5 surface
Z-2Y	1.52	1.66	0.14	4	20	1.52 =3D Begin type 4 surface go South; 1.66 =3D End at Z-2Y loop tie= -in
Z-2Z	0	0.892	0.89	4	24	New inventory
Z-4	0	0.58	0.58	4	14	0.00 =3D Begin at state route Z go NE; 0.58 =3D End private road
Z-5	0	0.97	0.97	4	18	0.00 =3D Begin at junc= tion Z-5M and FF-5 go South; 0.06 Low water bridge; 0.21 =3D Paved ford; 0.97 =3D E= nd at junction state route Z and county road Z-10
Z-5M	0	0.19	0.19	4	14	0.00 =3D Begin at Z-5 go SE; 0.19 =3D End at dead end

		895.41

------=_NextPart_01C835BB.3E83A330 Content-Location: file:///C:/616BE0F9/Road-study_files/filelist.xml Content-Transfer-Encoding: quoted-printable Content-Type: text/xml; charset="utf-8" ------=_NextPart_01C835BB.3E83A330--