20181192 Ver 1_C540_Service_Road_0517_20180122

FINAL
SERVICE ROAD STUDY
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Wake and Johnston Counties
TIP Project Numbers R-2721, R-2828, and R-2829
Prepared for:
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Prepared By:
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2840 Plaza Place, Suite 202
Raleigh, NC 27612
May 2017

SERVICE ROAD STUDY
TABLE OF CONTENTS
SECTION
1. INTRODUCTION .........................................................................................................................................1
2. ACCESS EVALUATION ................................................................................................................................ 2
3. DESIGN OPTIONS .....................................................................................................................................26
3.1 Service Road Design ..........................................................................................................................26
3.2 Cost Quantification ...........................................................................................................................28
4. COST/BENEFITANALYSIS .........................................................................................................................29
5. RECOMMENDATIONS ..............................................................................................................................39
TABLES
2-1 PARCEL EVALUATION .........................................................................................................................................3
4-1 COST COMPARISON .........................................................................................................................................30
5-1 COST SUMMARY .........................................................................................................................................39-40
5-2 FINAL SERVICE ROAD RECOMMENDATIONS .................................................................................................41
EXHIBITS
3-1 LOCAL ROAD TYPICAL CROSS SECTION ...........................................................................................................27
3-2 SUBDVISION ROAD TYPICAL CROSS SECTION ...............................................................................................27
APPENDICES
A. Property Access Figures
B. Service Road Designs
C. Cost Estimates
MAY 2017 COMPLETE 540

SERVICE ROAD STUDY
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This Service Road Study for the Complete 540 project (TIP Projects R-2721, R-2828, and R-2829) was
initiated by the North Carolina Turnpike Authority (NCTA). The objective of this study is to evaluate
those parcels that would be directly impacted by the project such that existing road access to some, or
all, of the parcel is eliminated. The evaluation includes a comparison between the cost associated with
providing service road access with the cost of purchasing the isolated or remnant parcel.
The preliminary project design for the Preferred Alternative was reviewed to identify those parcels that
would likely lose access with implementation of the project. Once the impacted parcels were identified
they were then evaluated to determine the cost of constructing a service road that gave them access
from existing roadways near the project. This cost was then compared to the total acquisition cost for
the isolated or remnant portions of the parcel. In order to adequately evaluate and establish this
cost/benefit analysis, the study includes the approximate land and structure cost of purchasing the
remaining portions of the parcel after the controlled access right of way (ROW) has been acquired
versus the cost of providing a usable service road to service the remnant parcel(s). Several factors were
included in formulating an approximate cost to provide service roads. These factors included the cost
associated with constructing the service road including any major hydraulic structures that may be
necessary, environmental mitigation costs, and additional ROW necessary to develop the service road.
The approach to evaluating the cost effectiveness of providing remnant parcels with service road access
is a six-step process: 1) Identify those parcels that would potentially lose access through the existing
network of roads and effectively becoming "land-locked" as a direct result of construction of the
project; 2) Evaluate existing cross accesses, adjacent parcel ownership, and existing access patterns; 3)
Of the remaining parcels that do not have access, determine which ones have viable service road
solutions; 4) Develop preliminary service road designs that meet minimum design and construction
standards; 5) Quantify the costs associated with each service road, some of which would effectively
serve several land-locked parcels (in these cases the cost of the service road is divided equitably
between those parcels it serves; and, 6) Compare the costs associated with providing a service road
(tabulated in step 5) with the cost of purchasing the remaining portions of parcels.
Steps one through three are discussed in Section 2 Access Evaluation of this study. Steps four and five
are discussed in Section 3 Design Options of this study. Step six is discussed in Section 4 Cost / Benefit
Analysis. Based on the information revealed through this six step process, recommendations to either
provide a service road or purchase the remnant parcel(s) are made. These recommendations are
included in Section 5 Recommendations of this study.
MAY 2017 1 COMPLETE 540

SERVICE ROAD STUDY
2. ACCESS EVALUATION
To begin the evaluation process, the design team compiled the latest available CADD mapping data for
the project including the following files: 1) Design base files; 2) Existing property line files; 3) Proposed
ROW and controlled access files; and 4) Photogrammetric mapping files. These files and their data were
supplemented with available data from Wake and Johnston County GIS/Mapping System
(http://www.wake�ov.com/�is/services/Pa�es/data.aspx)
(http://www.lohnstonnc.com/�is2/content.cfm?PD=data). Both web sites were accessed in March
2017.
The above noted information and data were utilized in the identification of parcels that would
potentially lose access due to project design and/or controlled access along the corridor. These parcels,
once identified, were reviewed to determine existing access configuration, adjacent ownership
connectivity, and potential access concepts to provide parcel access. This level of evaluation was
conducted to identify any fatal flaws with the potential service road options. Engineering judgment was
exercised to determine valid access solutions that meet NCDOT design standards and criteria and
identify both avoidable and unavoidable impacts.
Table 2-1 catalogues the parcels affected by the project that would have land-locked remnant acreage
outside of the proposed ROW and control of access for the project. Specifically, the first column lists
each area with land-locked parcels alphabetically. This letter index corresponds to the area identified in
the figures included in Appendix A. Table 2-1 also includes a parcel identification number, known
ownership information, approximate remnant acreage, existing access, whether or not a building
structure occurs on the remnant portion of the parcel, and summary of access issues and/or solutions.
This summarized information allowed the design team to review access for each parcel (or group of
parcels) and determine the viability of providing access to each parcel. Parcels recommended for
further evaluation are highlighted in green, and were carried into the next step of the study process
where design solutions were developed and quantified.
MAY 2017 2 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
R-2721
A 1 NC Turnpike Authority 0.9 Adjoining Parcel No State owned parcel.
2 Blount, Katherine J 030 Adjoining Parcel No Will maintain access through adjoining parcel.
B 3 Trian le Greenwa s Council 14 None No Will maintain access throu h ro osed reenwa culvert crossin
C 4 Not Used N/A
5 NC Department ofTransportation 1.65 None No Advance Acquisition Property.
6 H&B Stephenson Family LLC 5.31 Turner Dr. No Access could be provided from Sunset Lake Rd.
7 McKoy, Charles 0.73 Sunset Lake Road No Small undeveloped remnent of a larger tract
D 8 NC Department ofTransportation 2.73 Sunset Lake Road No Advance Acquisition Property.
8A NC Department ofTransportation 0.58 Sunset Lake Road No Advance Acquisition Property.
9 Abdel-Ghani, Tawfiq Asad 5.06 Sunset Lake Road No Will maintain access through adjoining parcel.
10 Abdel-Ghani, Tawfiq Asad 9.03 Sunset Lake Road No Will maintain access through adjoining parcel.
11 E&M Johnson Enterprises Inc. 0.33 Holly Springs Road No Access not allowed along Holly Springs Road due to interchange.
12 E&M Johnson Enterprises Inc. 0.48 Holly Springs Road No Access not allowed along Holly Springs Road due to interchange.
13 Reynolds, Anna 1.06 Holly Springs Road Yes Access available to Holly Springs Road
14 Wonder Day Partnership 1.10 Holly Springs Road No Access could be provided by connecting Wesley Ct and Fairview St or by
15 SECU RE INC 0.11 N. Carroll St. to Fariview St. No Minimal acerage left after Right Way
16 Ding, Xuezhou 0.45 N. Carroll St. to Fariview St. Yes
17 Howington Properties LLC 0.4 N. Carroll St. to Fariview St. Yes
18 Matthews Margaret Sutton 0.34 N. Carroll St. to Fariview St. No Access could be provided by connecting Wesley Ct and Fairview St or by
19 Smith, John 0.48 N. Carroll St. to Fariview St. No extending Suncliffe Ct to Holly Springs Rd
20 Smith, Debra Ann Whitt 0.46 N. Carroll St. to Fariview St. No
21 Ding, Xuezhou 0.23 Fairview Street No
E 2z Morris, Gwendolyn 031 Holly Springs Road No Access not allowed along Holly Springs Road due to interchange.
23 Gensinger, John & Jones, David 0.3 Fairview Street Yes
24 Gensinger, John & Jones, David 0.42 Fairview Street Yes
25 Sullivan, Kenneth 0.37 Fairview Street Yes
26 Gensinger, John & Jones, David 0.82 Fairview Street Yes
27 Cromer, Gary & Rhonda 0.44 5. Carroll St. to Fairview St. No
28 Walker, Charles 0.44 5. Carroll St. to Fairview St. Yes Access could be provided by connecting Wesley Ct and Fairview St or by
extending Suncliffe Ct to Holly Springs Rd
29 Nederhoff, Daniel 0.45 5. Carroll St. to Fairview St. Yes
30 Howell, Timothy & Donna 0.45 5. Carroll St. to Fairview St. Yes
31 Walton, Russell Lee 0.45 5. Carroll St. to Fairview St. Yes
32 Harris, Teresa Starr 0.46 5. Carroll St. to Fairview St. Yes
33 Jennings, Roger & Hedda 0.57 5. Carroll St. to Fairview St. Yes
MAY 2017 3 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
34 Jennings, Hedda 0.5 Public Dr. Yes
35 Oney, Darrell & Rose 0.6 S. Carroll St. to Fairview St. Yes
36 Weaver, Ricky 0.57 5. Carroll St. to Fairview St. Yes
37 Hooker, Francis 0.69 Suncliffe Ct. Yes
38 Grant, Steven & Yong 0.69 Suncliffe Ct. Yes
39 Grant, Steven & Yong 0.73 Suncliffe Ct. Yes Access could be provided by connecting Wesley Ct and Fairview St or by
40 Griffin, Kelly & Kevin 0.69 Suncliffe Ct. Yes extending Suncliffe Ct to Holly Springs Rd
41 Arrington, Phillip & Brenda 0.69 Suncliffe Ct. Yes
42 Arteaga, Jose & Maria 0.69 Suncliffe Ct. Yes
43 Burl, Preston & Nancy 0.71 Suncliffe Ct. Yes
44 Jones, Shelton 0.76 Suncliffe Ct. No
45 Wiggins, Beulah 4.29 Holly Springs Road Yes Access across adjoining parcel
46 Arteaga Construction Inc. 0.7 N. Bell Haven St. Yes
47 Pippin, Mary & Jeffrey 0.55 N. Bell Haven St. Yes
48 Ding, Xuezhou 0.93 N. Bell Haven St. Yes
49 Barrett, Timothy & Linda 0.48 N. Bell Haven St. Yes
50 Pathan, A Karim & Jubeda 0.48 N. Bell Haven St. Yes
51 Gensinger, John 0.96 S. Bell Haven St. Yes
E 52 Jones, Leamon Jr. 0.96 S. Bell Haven St. Yes
53 Stephens, Aubrey Lee Jr & Bonnie 0.95 S. Bell Haven St. Yes
54 Wilson, Nellie & James 0.55 New Haven St. Yes
55 Wilson, Nellie 0.48 New Haven St. Yes
56 Gensinger, John 0.44 New Haven St. Yes
57 Ding, Xuezhou 0.45 New Haven St. No qccess could be provided by connecting Wesley Ct and Fairview St or by
58 Ding, Xuezhou 0.48 New Haven St. No extending Suncliffe Ct to Holly Springs Rd
59 Fisher, Jason Ray 0.52 New Haven St. Yes
60 Callahan, Nathaniel 0.89 Fair Haven St. Yes
61 Alderson, Bruce & Jennifer 0.76 N. Bell Haven St. Yes
62 Davy, Thomas 0.75 New Haven St. Yes
63 Jones, Gregory 0.5 N. Bell Haven St. Yes
64 Justice, John & Helen 0.49 N. Bell Haven St. Yes
65 Ellington, James & Elizabeth 0.49 N. Bell Haven St. Yes
66 Pinkard, Janet & Richard 0.71 N. Bell Haven St. Yes
67 Benitez, Olga & Bernardo 0.71 Suncliffe Ct. Yes
68 Mack, Louise & John 0.85 5. Carroll St. to Fairview St. Yes
69 Ding, Xuezhou 0.65 Fair Haven St. Yes
70 Arteaga-Lara, Stephanie 0.63 Fair Haven St. Yes
MAY 2017 4 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
71 Arteaga, Jose & Maria 1.08 Fair Haven St. Yes
72 Hauver, Robert & Doris 0.51 Fair Haven St. Yes
73 Ding, Xuezhou 0.58 New Haven St. No
74 Gensinger, John & Kenneth 0.45 Fair Haven St. Yes
75 Starzman, Ronald 0.46 Fair Haven St. Yes
76 Bolton, Cecillia 0.48 Fair Haven St. Yes
77 Lopez Gomez, Epifanio 0.47 Fair Haven St. Yes
78 Nederhoff, Daniel 0.51 S. Carroll St. to Fairview St. Yes
79 Smith, John Christian 0.47 Fair Haven St. Yes
80 Nederhoff, Daniel 0.57 S. Carroll St. to Fairview St. Yes
81 Sutterfield, George & Pamela 0.45 Fair Haven St. No
82 Nederhoff, Daniel 0.68 S. Carroll St. to Fairview St. Yes
83 Sutterfield, George & Pamela 0.43 Fair Haven St. Yes
84 Sullivan, Kenneth 1.01 S. Carroll St. to Fairview St. Yes
85 Wilson, Tonya & Cianna 0.69 S. Carroll St. to Fairview St. Yes
86 J&D Property Management 0.82 Fair Haven St. Yes
87 Zhang, Huanqing 0.52 Fair Haven St. Yes qccess could be provided by connecting Wesley Ct and Fairview St or by
E 88 Gensinger, John 0.61 Fair Haven St. Yes extending Suncliffe Ct to Holly Springs Rd
89 Verhoeven, Cary Dale 0.82 Fair Haven St. Yes
90 Madden, Gary 1.78 Fair Haven St. No
91 Tingen, Robert & Tillie 3.11 Fair Haven St. Yes
92 Millis, Josepheus 0.6 Fair Haven St. Yes
93 Sullivan, Kenneth 0.83 Fair Haven St. Yes
94 Taylor, James & Brenda 0.86 Fair Haven St. Yes
95 Gensinger, John 0.54 Fair Haven St. Yes
96 Steele, Ronnie 0.53 Fair Haven St. Yes
97 Curtis, Robert Michael 0.74 Fair Haven St. Yes
98 Jones, Randy & Larry 6.37 Fair Haven St. Yes
99 Jones, Randy & Larry 0.52 Fair Haven St. Yes
100 Harvey, Henry & Elevlyn 1.93 5. Carroll St. to Fairview St. No
101 Hair, William & Willie 1.59 5. Carroll St. to Fairview St. Yes
102 Lester, Mary 1.16 5. Carroll St. to Fairview St. Yes
103 Davis, Johnie & Judy 1.77 Ashley Rd. Yes
104 Johnson, Robert Armaah 0.69 Ashley Rd. No
105 Ding, Xuezhou 0.86 5. Carroll St. to Fairview St. No
106 Williford, David & Steven 0.49 Ashley Rd. Yes
MAY 2017 5 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
107 Williford, David & Steven 0.48 Ashley Rd. Yes
Rangel, Sendi Mendoza & Ignacio
108 Terrones 0.49 Ashley Rd. Yes
109 DWB Properties 0.73 S. Carroll St. to Fairview St. Yes
110 Reams, James 1.09 S. Carroll St. to Fairview St. Yes
111 Harte, Virgina & John 0.98 Ashley Rd. Yes
112 Nederhoff, Daniel 0.47 Ashley Rd. Yes
113 Nederhoff, Daniel 0.48 Ashley Rd. Yes
114 Nederhoff, Daniel 0.54 S. Carroll St. to Fairview St. Yes
115 Welch, Leatta 0.46 Ashley Rd. Yes
116 Shuller, Edgar 0.41 S. Carroll St. to Fairview St. Yes
117 Ding, Xuezhou 0.47 Ashley Rd. Yes
118 Sullivan, Kenneth 0.5 S. Carroll St. to Fairview St. Yes
119 McCarthey, Yvelyne & Henry 0.48 Ashley Rd. Yes
120 Rush, Annie 0.48 S. Carroll St. to Fairview St. Yes
121 Ding, Xuezhou 0.45 Ashley Rd. Yes
122 Jennings, Hedda 0.48 S. Carroll St. to Fairview St. Yes
E 123 Adams, Dempsey Heirs 0.45 Ashley Rd. Yes Access could be provided by connecting Wesley Ct and Fairview St or by
extending Suncliffe Ct to Holly Springs Rd
124 Norris, Geraldine 0.46 S. Carroll St. to Fairview St. Yes
125 Jennings, Hedda 0.44 Ashley Rd. Yes
126 Ellington, Joan 0.43 S. Carroll St. to Fairview St. Yes
127 Aqua North Carolina, Inc. 0.47 Ashley Rd. No
128 Ding, Xuezhou 0.52 S. Carroll St. to Fairview St. Yes
129 Aqua North Carolina, Inc. 0.49 Ashley Rd. Yes
130 Davis, Johnie & Judy 0.5 Ashley Rd. Yes
131 Davis, Johnie & Judy 0.51 Ashley Rd. Yes
132 Williams, Danny 0.51 Ashley Rd. Yes
133 Davis, Donald 0.51 Ashley Rd. Yes
134 Davis, Donald 0.53 Ashley Rd. Yes
135 Davis, Donald 03 Ashley Rd. Yes
136 Gensinger, John 0.28 Ashley Rd. No
137 Gensinger, John 0.54 Ashley Rd. No
138 Gensinger, John 0.49 Ashley Rd. Yes
139 Jordan,Karen 0.55 Ashley Rd. Yes
140 Cole, Donald 0.52 Ashley Rd. Yes
141 Ding, Xuezhou 0.52 Ashley Rd. Yes
MAY 2017 6 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
142 Clark, Brian 0.56 Ashley Rd. No
143 Clark, Brian 0.52 Ashley Rd. Yes
144 J&D Property Management 0.53 Ashley Rd. No
145 J&D Property Management 0.49 Ashley Rd. Yes
146 J&D Property Management 0.54 Ashley Rd. Yes
147 Gensinger, John 0.57 S. Carroll St. to Fairview St. Yes
148 Gensinger, John 0.47 S. Carroll St. to Fairview St. Yes
149 Gensinger, John 0.49 S. Carroll St. to Fairview St. Yes
150 Nutt, Bonnie 0.47 S. Carroll St. to Fairview St. Yes
151 Lowery, Ronald & Stella 037 S. Carroll St. to Fairview St. No
152 Lowery, Ronald & Stella 0.43 Oakland Dr. Yes
153 Nederhoff, Daniel 0.43 Oakland Dr. Yes
154 Howell, Timothy & Jennifer 0.57 Oakland Dr. Yes Access could be provided by connecting Wesley Ct and Fairview St or by
155 Craven, Keith & Robert 0.85 Oakland Dr. Yes extending Suncliffe Ct to Holly Springs Rd
156 Gensinger, John 0.4 Oakland Dr. Yes
E 157 Gensinger, John 039 Oakland Dr. Yes
158 Gensinger, John 0.53 Oakland Dr. No
159 Lynn, Bobby & Mary 2.15 Oakland Dr. Yes
160 Sprague, Peter 235 Oakland Dr. Yes
161 Battle, Mary 0.42 Oakland Dr. Yes
162 Gensinger, John 0.4 Oakland Dr. Yes
163 Nederhoff, Daniel 0.41 Spring St Yes
164 Ottaway, Danny & Joan 0.45 Spring St Yes
165 Nederhoff, Daniel 0.24 Spring St Yes
166 Boger, George 3.83 Spring St No
167 NC Department ofTransportation 2.22 Sunrise Ave No Advance Acquisition Property.
168 Morris, Leatha 0.61 Spring St Yes
Access could be provided by connecting Wesley Ct and Fairview St or by
169 Duke, Josehyne Trust 0.48 N. Carroll St. to Fariview St. No extending Suncliffe Ct to Holly Springs Rd
170 Duke, Josehyne Trust 0.47 N. Carroll St. to Fariview St. Yes
171 Nederhoff, Daniel 038 Oakland Dr. Yes
172 Nederhoff, Daniel 0.5 Oakland Dr. Yes Access could be provided by connecting Wesley Ct and Fairview St or by
extending Suncliffe Ct to Holly Springs Rd
173 White, Tony Allen 0.49 Oakland Dr. Yes
174 NC Department ofTransportation 4.46 N/A No Advance Acquisition Property.
F 175 Unkown 035 West Lake Rd. No Small undevelopable remnant remainder of the large tract.
176 Rhodes, Pansy 0.72 Lorbacher Rd. No Small undevelopable remnant remainder of the large tract.
MAY 2017 7 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
Rhodes, Claybone & Pansy 8.49 Bells Lake Rd. No Access can be provided by extending Pony Soldier Dr to Oxford Green
1�� Dr and utilized existing ROW connecting Oxford Green Dr to Parcel 177
178 Ball, William Alton 133 Oxford Green Dr. Yes
179 Ozment, Julius & Teresa 1.78 Oxford Green Dr. Yes
180 Guertin, Elizabeth & Paul 2.03 Oxford Green Dr. Yes
181 Thoemmes, Tammy 1.68 Oxford Green Dr. Yes
182 Street, Brett & Jennifer 0.8 Oxford Green Dr. Yes
183 Conversano, Frank & Sara 0.8 Oxford Green Dr. Yes
184 Hilton, Dennis & Sharon 0.75 Oxford Green Dr. Yes
185 Cooper, Linda 0.69 Oxford Green Dr. Yes
Access can be provided by extending Pony Soldier Dr to Oxford Green
186 Gordon, Charles & Heather 0.69 Oxford Green Dr. Yes Dr or connecting Oxford Green Dr to Truelove Dr.
187 Cole, Twyla 0.69 Oxford Green Dr. Yes
188 Conroy, Jeremy 0.7 Oxford Green Dr. Yes
189 Blakesley, Susan 0.94 Oxford Green Dr. Yes
190 Barnes, Patrick & Linwood 1.59 Oxford Green Dr. Yes
191 Lake, Heather 1.61 Oxford Green Dr. Yes
� 192 Mowery, Herman 1.07 Oxford Green Dr. Yes
193 Mullin, Charles & Julia 1.65 Oxford Green Dr. Yes
193A Thiele, Karl & Mary 2.56 Oxford Green Dr. Yes Access can be provided by connecting Oxford Green Dr to Truelove Dr.
194 Clear, Michael & Lauren 0.75 Oxford Green Dr. Yes Access can be provided by connecting Oxford Green Dr to Truelove Dr.
195 Lamb, Elizabeth 0.13 Oxford Green Dr. No Small remnant remainder of the large tract.
196 Ferguson, Lowell & Chelsy 0.94 Bells Lake Rd. Yes
197 Guy, Randy & Steve 0.67 Bells Lake Rd. Yes
198 Guy, Randy & Steve 0.71 Bells Lake Rd. No Access can be provided by connecting Oxford Green Dr to Truelove Dr.
199 JH/MH Holdings LLC 1.87 Bells Lake Rd. Yes
200 Blevins, Ricky & Twilah 0.87 Bells Lake Rd. Yes
201 Strickland, Ralph 1.79 Bells Lake Rd. Yes
202 Hogan, Richard & Mary 0.89 Bells Lake Rd. Yes Access can be provided with service road from Bells Lake
203 Deans, Carol & James 5.54 Bells Lake Rd. No
204 Yates, Willie Heirs 5.96 Highland Creek Dr. No
205 Deans, Carol & James 0.14 Bells Lake Rd. No Small undevelopable remnant remainder of the large tract.
206 Grapper Investments, LLC 0.04 Bells Lake Rd. No Small undevelopable remnant remainder of the large tract.
MAY 2017 $ COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
FurtherAnalysis No FurtherAnalysis
207 Stegeman, Sandra & Jerry 0.56 Bells Lake Rd. No Will lose access to Bells Lake Rd. due to C/A
208 Baker, John & Marsha 0.92 Bells Lake Rd. Yes Will lose access to Bells Lake Rd. due to C/A
G
209 NC Department ofTransportation 2.2 Bells Lake Rd. No Advance Acquisition Property.
210 Rhodes, Claybone & Pansy 1.04 Bells Lake Rd. No Access through adjoining parcel
211 Prior Construction Co. Inc. 0.7 Buckhorn Dr. No
212 Prior Construction Co. Inc. 1.46 Buckhorn Dr. No
213 Prior Construction Co. Inc. 0.82 Buckhorn Dr. No Access can be provided by extending Deerborn Dr. to Deer Meadow Dr.
214 Samjlagic, Nijaz & Mirsada 0.62 Deer Meadow Dr. Yes
215 NC Department ofTransportation 0.15 Deer Meadow Dr. No Advance Acquisition Property.
216 Wooten, Annette & Tim 0.49 Deer Meadow Dr. Yes Parcel will lose access to Deer Meadow Dr. due to C/A
217 Dean, Anthony & Carolyn 0.61 Buckwood Dr. Yes
218 Tutor, Karon & Sharon 0.69 Buckwood Dr. Yes
219 Price, Elise & Christopher 0.7 Pineslope Dr. Yes Access would require buying two non-affected parcels to connect Deer
Meadow Dr. and Pineslope Dr.
22� Vines, Kenneth & Judy 0.7 Pineslope Dr. Yes
221 NotUsed N/A
222 Barnes, Charles & Lynn 0.71 Pineslope Dr. Yes
223 Capital Match LLC 0.72 Pineslope Dr. Yes
224 Dickerson, Robert & Deborah 0.6 Pineslope Dr. Yes
H 225 Spievogel, Linda 0.76 Buckwood Dr. Yes Access would require buying two non-affected parcels to connect Deer
Meadow Dr. and Pineslope Dr.
226 Pittman, Andrew & Teodora 0.84 Buckwood Dr. Yes
227 Biagini, Anthony 0.86 Buckwood Dr. Yes
228 Orr, Patricia 1.56 Buckwood Dr. Yes
229 Rutherford, Neal & Joy 0.85 Fawnview Ct. No Usable remainder is small and undesirable
230 Passner, Laura 0.97 Buckwood Dr. Yes Access would require buying two non-affected parcels to connect Deer
231 Dickerson, Robert & Deborah 0.73 Pineslope Dr. Yes Meadow Dr. and Pineslope Dr.
232 Wiseman, Mose & Martha 0.19 Buckwood Dr. No Small undevelopable remnant remainder of the large tract.
233 NC Department ofTransportation 0.12 Deer Meadow Dr. No Advance Acquisition Property.
234 Coleman, Grant & Susan 0.06 Fawnview Ct. No Small undevelopable remnant remainder of the large tract.
235 BoWser, Maria 0.62 Fawnview Ct. No Access from Deer Meadow would require buying non-affected parcel.
236 Mills, Willie & Eva 0.35 Fawnview Ct. No Small undevelopable remnant remainder of the large tract.
237 Atkins, Steven & John 4.01 Johnson Pond Rd. No Access could be provided from Heavy Weight Dr.
238 Williams, JW Heirs 0.18 Johnson Pond Rd. No Small undevelopable remnant remainder of the large tract.
239 Williams, Kinston & Eula 036 Johnson Pond Rd. No Small undevelopable remnant remainder of the large tract.
MAY 2017 9 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
FurtherAnalysis No FurtherAnalysis
240 Williams, JW Heirs 0.79 Johnson Pond Rd. No Small undevelopable remnant remainder of the large tract.
H 241 Ennis, Terry 0.06 Johnson Pond Rd. No Small undevelopable remnant remainder of the large tract.
242 Ennis & Atksins Nursery 0.11 Johnson Pond Rd. No Small undevelopable remnant remainder of the large tract.
Ennis, Joseph Leo Ennis, Yvonne
243 Gower $•$ Johnson Pond Rd. No Access could be provided with a service road running parellel to C/A
244 Arnold, Winifred W 9.71 Sugg Farm Ln. No from Lake Wheeler Rd.
244A Arnold, Winifred W 2.29 Sugg Farm Ln. No
Arnold, Winifred W Arnold, Winifred
245 W 034 Sugg Farm Ln. No
I 246 Walton, Helen A 2.69 Sugg Farm Ln. No
Access could be provided by connecting Arnold Park Ln and Sugg Farm
24� 0'Bryant, Patrick C 0'Bryant, Hubert A 2236 Sugg Farm Ln. No Ln
248 Walton, Helen A 6.2 Sugg Farm Ln. No
249 Rudd, Ronda 1.1 Sugg Farm Ln. Yes
250 Walton, Jonathan Bruce 1.9 Sugg Farm Ln. Yes
251 Wetherill, Ted J 1.14 Sugg Farm Ln. Yes
252 Sears, Nancy S Sears, James M 1.64 Donny Brook Rd. No Small undevelopable remnant remainder of the large tract.
253 NC Department ofTransportation 15.83 Donny Brook Rd. No Advance Acquisition Property.
254 Lucas, Kenneth A 0.47 Fayetteville Rd. No
255 Lucas, Kenneth A 0.21 Fayetteville Rd. No
256 Nash, Anne Marie 035 Fayetteville Rd. No Access would cross non-affected properties to gain access outside the
J
257 Nash, Annie M 036 Fayetteville Rd. Yes controlled access at the interchange.
258 Lewis, Lubie L Heirs 037 Fayetteville Rd. Yes
259 Tingen Broadwell Family LLC 0.08 Fayetteville Rd. No
Tingen Broadwell Family LLC 14.93 Fayetteville Rd. No Access could be provided by utilized existing ROW to connect parcel to
260 Allen St.
MAY 2017 10 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
R-2828
261 Circle M Properties Inc 0.88 Advantage Way No
262 Rowland, Neal Morris 1.91 Chris Dr. No
Access could be provided with service road from Fanny Brown Rd.
K 263 NC Department ofTransportation 11.09 Fanny Brown Rd. No
264 NotUsed N/A
265 NC Department ofTransportation 2.79 Fanny Brown Rd. No Advance Acquisition Property.
King, Royal Mark David King, Sandra Access could be provided by utilizing existing ROW to connect parcel to
266 20.14 Fanny Brown Rd. N/A
Lynn Trotter Dr.
267 Evans, Nannie S 18.07 Old Stage Rd. Yes
26$ Mcdaniel, Carlton 5 Jr Mcdaniel, 1.32 Old Stage Rd. Yes
Cynthia W
269 Ledbetter Timber & Pulpwood Inc 6.29 Old Stage Rd. Yes
270 Dickens, Kenneth F Dickens, Sharron E 3.91 Rolling Farm Dr. Yes
271 Buchanan, Wesley 5 Buchanan, 1.09 Rolling Farm Dr. Yes
Wendy 5
272 Harrison, Andrew Craig 1.23 Rolling Farm Dr. Yes
273 Brown, Richard A Brown, Janette S 2 Rolling Farm Dr. Yes
2�4 Chamblee, Allan Chamblee, Constance Q 6 Rolling Farm Dr. Yes
Lucas
L
275 Pham, Michael R Pham, Sophia Auco 0.99 Rolling Farm Dr. Yes Access could be provided with a service road from Old Stage Rd to
276 Garcia, Eric 0.49 Rolling Farm Dr. Yes Rolling Farm Dr.
2�� Johnson, Timothy Wayne Johnson, p 49 Rolling Farm Dr. Yes
Kimberly Call
278 Mcgee, Roy T III Mcgee, Tammy B 0.46 Rolling Farm Dr. Yes
279 Cummings, Omar 0.59 Rolling Farm Dr. Yes
280 Barnes, Gary S Barnes, Patricia A 1.07 Rolling Farm Dr. Yes
281 Tew, Robert Tew, Phyllis 2.48 Rolling Farm Dr. Yes
282 Old Stage Place Homeowners Assc Inc 3.71 No Access No
283 Pfenning, Tim L Pfenning, Betsy S 2.43 Rolling Farm Dr. Yes
284 Barfield, Thomas Goodson, Shannon 0.84 Rolling Farm Dr. Yes
285 Morrisey, Gloria M 0.72 Rolling Farm Dr. Yes
MAY 2017 11 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
286 Greene, Wondus L Greene, Tamara L 0.71 Rolling Farm Dr. Yes
287 Galloway, Jamela KGalloway, Michael 0.64 Rolling Farm Dr. Yes
288 Ball Rentals LLC 0.59 Rolling Farm Dr. Yes Access could be provided with a service road from Old Stage Rd to
289 Not Used N/A Rolling Farm Dr.
290 Pulliam, Larry C Pulliam, Gloria Ann 0.55 Rolling Farm Dr. Yes
291 House, John Barton, Magdalen 1.05 Rolling Farm Dr. Yes
292 NotUsed N/A
293 Morf, Fredi 0.53 Rolling Farm Dr. Yes
294 Dineen, Matthew Dineen, Angela M 0.48 Rolling Farm Dr. Yes Access could be provided with a service road from Old Stage Rd to
Rolling Farm Dr.
295 Brown, Danny R Brown, Tonya M 0.48 Rolling Farm Dr. Yes
296 Akinbuli, Akin Laurence 0.66 Rolling Farm Dr. Yes
297 Ball, Forrest H Ball, Delores G 0.12 Old Stage Rd. No Access could be provided by realigning Rolling Meadows and adding a
service road from Rolling Meadows Dr.
L 298 Old Stage Place Homeowners Assc Inc 0.17 Rolling Farm Dr. No
299 Braaten, David Braaten, Lena A 131 Rolling Farm Dr. Yes
Blackman, Jerry D Blackman, Betty
300 0.49 Rolling Farm Dr. Yes
Jean
Crawley, Richard R Jr Crawley, Access could be provided with a service road from Old Stage Rd to
301 0.76 Rolling Farm Dr. Yes Rolling Farm Dr.
Melanie P
302 Lawhorne, Harvey W 0.8 Rolling Farm Dr. Yes
303 Agbodjan, Armel Akouete 0.55 Rolling Farm Dr. Yes
304 West, Joseph H West, Debra S 0.68 Rolling Farm Dr. Yes
305 Duval, Garfield L Duval, Arvian I 0.85 Rolling Farm Dr. Yes
306 Cecil, David Allan 1.06 Old Stage Rd. Yes Access could be provided with a service road from Old Stage Rd to
Rolling Farm Dr. and a connection through another parcel
307 Aqua North Carolina, Inc Rolling Farm Dr. Yes Access could be provided with a service road from Old Stage Rd to
0.72 Rolling Farm Dr.
308 Ball, Forrest H Ball, Delores G 5.91 Old Stage Rd. No
Access could be provided by extending Trotter Dr., but would require
309 Ball, Forrest H 12.51 Old Stage Rd. Yes the state to take over maintenance of neighborhood roads.
MAY 2017 12 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
Access could be provided by realigning Rolling Meadows and adding a
310 Ball Rentals LLC 0.92 Old Stage Rd. Yes service road from Rolling Meadows Dr. (Access through adjoining
parcel)
311 Bowling, Julia S 0.43 Old Stage Rd. No Will lose access to Old Stage Rd. due to C/A
312 NotUsed N/A
313 NotUsed N/A
314 NotUsed N/A
315 NotUsed N/A
316 NotUsed N/A
317 NotUsed N/A
318 NotUsed N/A
319 NotUsed N/A
320 NotUsed N/A
321 NotUsed N/A
322 NotUsed N/A
323 NotUsed N/A
324 NotUsed N/A
� 325 NotUsed N/A
326 NotUsed N/A
327 NotUsed N/A
328 NotUsed N/A
329 NotUsed N/A
330 NotUsed N/A
331 NotUsed N/A
332 NotUsed N/A
333 NotUsed N/A
334 Rackley, Sallie 0.64 Old Stage Rd. No Access will not be allowed along Old Stage Rd. due to interchange
335 Mary T Ball Properties LLC 1435 Old Stage Rd. No Access could be provided with service road from Gentle Slope Way
335A Mary T Ball Properties LLC 0.12 Old Stage Rd. No Small undeveloped remnant remainder of a larger tract
3356 Mary T Ball Properties LLC 2.64 Old Stage Rd. No Undeveloped remnant remainder of a larger tract
336 Mary T Ball Properties LLC 3.92 Old Stage Rd. No
Access could be provided with service road from Gentle Slope Way
337 Mary T Ball Properties LLC 5.02 Old Stage Rd. No
338 Mary T Ball Properties LLC 21.63 Old Stage Rd. No
339 Carwell, Ronald G CarwellL, Vickie R 1.79 Old Stage Rd. Yes Access could be provided with service road from Gentle Slope Way
MAY 2017 13 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
340 Neal, Sherry Upchurch Ball, David W � 1 Holland Church Rd. No Access could be provided with service road from Holland Church Rd
/Trustee (Accessthrough adjoining parcel)
341 Neal, Sherry Upchurch 12.08 Holland Church Rd. No
342 Mary T Ball Properties LLC 49.27 Holland Church Rd. No Access could be provided with service road from Holland Church Rd
M
342A Mary T Ball Properties LLC 0.78 Holland Church Rd. No Small undeveloped remnant remainder of a larger tract
343 Morin, Deane Joseph 4.02 Holland Church Rd. No
344 Neal, Sherry Upchurch Ball, David W 15.24 Holland Church Rd. No Access could be provided with service road from Holland Church Rd
/Trustee
345 Auton, John L III 0.58 Sauls Rd. No Access would require buying property from non-affected parcel
346 NC Department ofTransportation 1.54 Pondsedge TRL No Advanced acquisition property
346A NC Department ofTransportation 0.19 Pondsedge TRL No Advanced acquisition property
3466 NC Department ofTransportation 2.01 Pondsedge TRL No Advanced acquisition property
347 NC Department ofTransportation 2.14 Pondsedge TRL Yes Advanced acquisition property
348 Wingo, Earl R Jr Wingo, Kelley Lynne 8.99 Pondsedge TRL Yes Access could be provided by realigning Pondsedge Trail to connect to
Sauls Rd outside of controlled access.
348A Wingo, Earl R Jr Wingo, Kelley Lynne 0.15 Pondsedge TRL No Small undeveloped remnant reemainder of a larger tract
349 Hicks, Linwood Thomas Hicks, Carolyn 0.57 Community Garden Rd No Small undeveloped remnant remainder of a larger tract
350 Wake Acquisitions LLC 0.71 Joe Leach Rd. No Advanced acquisition property
351 Simpkins, Walter E Jr 8.15 Joe Leach Rd. No
N 352 Waldo, Betty H Humpherson, Amy H 9.44 Joe Leach Rd. No Access could be provided by extending Community Garden Rd to run
parallel to C/A
353 Lassiter, Susan S 10.71 Joe Leach Rd. No
354 Lassiter, Jerry C 1.4 Joe Leach Rd. Yes Access could be provided by realigning Joe Leach Rd. to run parallel to
C/A
355 Mcnally, Katie B 20.61 Joe Leach Rd. No Access could be provided by extending Community Garden Rd to run
parallel to C/A
355A Mcnally, Katie B 5.21 Hunters Farm Rd No Access could be provided by realigning Joe Leach Rd., but would require
buying the home from adjacent parcel.
356 NC Department ofTransportation 339 Jordan Rd. No Advanced acquisition property
356A NC Department ofTransportation 3.67 Jordan Rd. No Advanced acquisition property
357 NC Department ofTransportation 3.49 Jordan Rd. Yes Advanced acquisition property
358 Phillippe, Donald Keith Phillippe, Eric 0.9 Jordan Rd. No Small undeveloped remnant remainder of a larger tract
MAY 2017 14 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
359 Ennis, David Lavon Ennis, T G 1.06 No Access No Small undeveloped remnant remainder of a larger tract
360 Penny, Horace Donald 5.62 Benson Rd. Yes Access would require going through subdivision and buying property
from non-affected parcel(s)
361 NotUsed N/A
362 Norris, Betty L 0.44 Benson Rd. No Small undeveloped remnant remainder of a larger tract
363 NotUsed N/A
364 NC Department ofTransportation 0.75 Benson Rd. No Advanced acquisition property
365 Penny, Randy K 0.4 Benson Rd. Yes
0 366 Penny, Randy K 0.61 Benson Rd. Yes
367 Mcghee, Robert L Mcghee, Barbara 0.61 Benson Rd. Yes Access would require buying property from non-affected parcels and
moving the entrance to the back side of propery
368 Matthews, Robert Casey Matthews, 039 Benson Rd. Yes
Billie P
Matthews, Billie Rose Matthews,
368A 0.85 Benson Rd. Yes Access would require long service road to serve small property remnant
Casey
369 NC Department ofTransportation 6.25 Benson Rd. No Advanced acquisition property
370 T H Turner Farms Inc 1.54 No Access No Small undeveloped remnant remainder of a larger tract
371 Biggerstaff, Susan Adair 14.06 Reca Rd. No Access would require crossing Swift Creek
372 City of Raleigh 9.27 Wrenn Rd. No
373 Bryan, Jean Ball 44.87 Wrenn Rd. No Access would require buying non-affected property, extending the
bridge over Swift Creek, and additional impacts to wetlands and
374 g T& Betsy Henderson Family LLC 79 �5 SR 5589 No streams
P Morris, Ashley Carlyle Jr
B T& Betsy Henderson Family LLC Ch
375 58.62 SR 5589 No Access would require buying non-affected property, extending the
Young Properties LLC
bridge over Swift Creek, and additional impacts to wetlands and
B T& Betsy Henderson Family LLC Ch
376 41.44 SR 5589 No streams (access through adjoining parcel)
Young Properties LLC
MAY 2017 15 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
R-2829
377 Nixon, Joyce J 2.68 New Bethel Church Rd. No Access would not be allowed along I-540 due to interchange
3�$ Bryan, Jean Ball Robert Angus Bryan Sr 1.4 New Bethel Church Rd. No Small undeveloped remnant remainder of a larger tract
Family Trust
379 Aman, John R 59.06 Hillington Rd. No
Access could be provided by extending Alonzo Rd to parcel 379
379A Aman, John R 1.12 Hillington Rd. No
380 Burnette, R Garland 37.28 White Oak Rd. No Access would require buying propery from non-affected parcel or
381 Burnette, R Garland 64.41 White Oak Rd. No extending Vitex St.
382 Gilchrist, Derrick G Gilchrist, Maggie 3.72 Old Cascade Dr. Yes
Alaina
383 Platinum Investors LLC 1.18 Old Cascade Dr. Yes
384 Davis, Sarah Bell 0.23 Old Cascade Dr. No
385 Davis, Sarah Bell 0.24 Old Cascade Dr. No
386 Joyner, Leslie T Turner, Phyllis A 0.47 Old Cascade Dr. Yes
387 Yarborough, LenorisJr 0.22 Old Cascade Dr. No
388 Yarborough, LenorisJr 0.24 Old Cascade Dr. No
389 Spencer, Mary I 0.24 Old Cascade Dr. No
390 Spencer, Mary I 0.24 Old Cascade Dr. No
Q 391 Metzker, David W 0.46 Old Cascade Dr. Yes
392 Bass, Lonzell Bass, Daisey 0.24 Old Cascade Dr. No
393 Bass, Lonzell Bass, Daisey 0.23 Old Cascade Dr. No
394 Hinton, EarnestJunior 0.24 Old Cascade Dr. No
Access would require extending Tiffany Creek Dr to Old Cascade Dr.
395 Hinton, EarnestJunior 0.24 Old Cascade Dr. No
396 Baker, Joe Blue, Louise B 0.48 Old Cascade Dr. Yes
397 Browning, Randall Browning, Tracy 0.96 Old Cascade Dr. Yes
398 Leslie, Loris Heirs 0.23 Old Cascade Dr. No
399 Holden, Willie Jr Heirs 0.25 Old Cascade Dr. No
400 National Realty Co 0.24 Old Cascade Dr. No
401 National Realty Co 0.24 Old Cascade Dr. No
402 Davis, Willie C Davis, Virginia 0.24 Old Cascade Dr. No
403 Davis, Willie C Davis, Virginia 0.24 Old Cascade Dr. No
404 Lofton, Ernest 0.25 Old Cascade Dr. No
405 Lofton, Ernest 0.25 Old Cascade Dr. No
406 Robinson, Katie 0.48 Old Cascade Dr. Yes
407 National Realty Co 0.24 Old Cascade Dr. No
MAY 2017 16 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
408 National Realty Co 0.25 Old Cascade Dr. No
409 Rourk, Jvon Marcelle 0.25 Old Cascade Dr. No
410 Burton, Jacquelyn M 0.25 Old Cascade Dr. No
411 Cannon, Annie M Ham Louis, Kate 0.25 Old Cascade Dr. No
Ham
412 Cannon, Annie M Ham Louis, Kate 0.24 Old Cascade Dr. No
Ham
413 Williams, Willie Williams, Joyce 0.26 Old Cascade Dr. No
414 Williams, Willie Williams, Joyce 0.23 Old Cascade Dr. No
415 Johnson, Pamela Johnson, Allen 0.29 Old Cascade Dr. Yes
416 Johnson, Pamela Johnson, Allen 031 Old Cascade Dr. Yes
417 ��hnson, Sandra K Johnson, Helen 0.24 Old Cascade Dr. Yes
Louise
418 ��hnson, Sandra K Johnson, Helen 0.24 Old Cascade Dr. Yes
Louise
419 Willis, Johnsie M 0.48 Old Cascade Dr. Yes
420 Pope, Anthony M 0.48 Old Cascade Dr. Yes
Q 421 Aguilar, Lelis Y Gonzalez 0.48 Old Cascade Dr. Yes Access would require extending Tiffany Creek Dr to Old Cascade Dr.
422 Whitley, Donald Whitley, Valerie 0.96 Old Cascade Dr. Yes
423 Woods, William M Jr Woods, Lucille R 0.25 Old Cascade Dr. Yes
424 Woods, William M Jr Woods, Lucille R 0.24 Old Cascade Dr. Yes
425 Reyes-Rea, Francisco Javier 0.49 Old Cascade Dr. No
426 Lamberth, Dorothy W Heirs 0.24 Old Cascade Dr. No
427 Lamberth, Dorothy W Heirs 0.24 Old Cascade Dr. No
428 Mciver, Willie J Mciver, Frances H 0.24 Old Cascade Dr. No
429 Mciver, Willie J Mciver, Frances H 0.24 Old Cascade Dr. No
430 Mciver, Willie J Mciver, Frances H 0.25 Old Cascade Dr. No
431 Mciver, Willie J Mciver, Frances 0.24 Old Cascade Dr. No
432 Mciver, Willie J Mciver, Frances H 0.24 Old Cascade Dr. No
433 Mciver, Willie J Mciver, Frances H 0.24 Old Cascade Dr. No
434 Mciver, Willie J Mciver, Frances H 0.24 Old Cascade Dr. No
435 Rea, Francisco Reyes 0.48 Old Cascade Dr. No
436 Woods, Barbara 0.47 Old Cascade Dr. Yes
MAY 2017 17 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
437 Conyers, Frank Douglas Conyers, 0.49 Old Cascade Dr. Yes
Margaret Best
438 Darden, Joetta Farrar 0.72 Old Cascade Dr. Yes
439 Gaskill, Richard P 0.48 Old Cascade Dr. Yes
440 Mckithen, Yolanda 0.24 Old Cascade Dr. No
441 Mckithen, Yolanda 0.24 Old Cascade Dr. No
442 Sampson, Rosilyn 0.48 Old Cascade Dr. Yes
443 Boykin, John Franklin 0.25 Old Cascade Dr. No
444 Boykin, John Franklin 0.25 Old Cascade Dr. No
445 Lenger, Jerry P 0.24 Old Cascade Dr. Yes
446 Lenger, Jerry P 0.24 Old Cascade Dr. No
447 Allen, Mollie Boylen Heirs 0.24 Old Cascade Dr. No
448 Allen, Mollie Boylen Heirs 0.25 Old Cascade Dr. No
449 Mitchell, Elizabeth Dodd Heirs 0.49 Old Cascade Dr. Yes
450 Smith, Lila Mae Smith Samuel Lee 0.5 Old Cascade Dr. Yes
Zachary Terry
451 Smith, Lila Mae Smith Samuel Lee 0.24 Old Cascade Dr. Yes
Q Access would require extending Tiffany Creek Dr to Old Cascade Dr.
452 Smith, Lila Mae Smith, Samuel Lee 0.25 Old Cascade Dr. No
Zachary
453 Garris, Linwood E Garris, Holly B 0.25 Old Cascade Dr. No
454 Garris, Linwood Garris, Holly B 0.24 Old Cascade Dr. No
455 Mitchell, Charles Dodd 0.24 Old Cascade Dr. No
456 Mitchell, Charles Dodd 0.29 Old Cascade Dr. No
457 Foster, John Early III 0.25 Old Cascade Dr. No
458 Oneal-Gamboa, Tisha 0.23 Old Cascade Dr. No
459 Oneal-Gamboa, Tisha 0.24 Old Cascade Dr. No
460 Leach, Zola M Heirs 0.24 Old Cascade Dr. No
461 Leach, Zola M Heirs 0.25 Old Cascade Dr. No
462 Bright, Pamela Batey Trustee Pamela 0.25 Old Cascade Dr. No
Batey Bright Revocable Living Trust
463 Bright, Pamela Batey Trustee Pamela 0.27 Old Cascade Dr. No
Batey Bright Revocable Living Trust
MAY 2017 18 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
464 Bright, Pamela Batey Trustee Pamela 0.25 Old Cascade Dr. No
Batey Bright Revocable Living Trust
465 Bright, Pamela Batey Trustee Pamela 0.26 Old Cascade Dr. No
Batey Bright Revocable Living Trust
466 Bright, Pamela Batey Trustee Pamela 0.27 Old Cascade Dr. No
Batey Bright Revocable Living Trust
467 Bright, Pamela Batey Trustee Pamela 0.28 Old Cascade Dr. No
Batey Bright Revocable Living Trust
468 Smith, Kenneth Bryant 0.24 Old Cascade Dr. No
469 Smith, Kenneth Bryant 0.24 Old Cascade Dr. No
470 Jones, Ellis R Jones, Ora M 0.23 Old Cascade Dr. No
471 Jones, Ellis R Jones, Ora M 0.23 Old Cascade Dr. No
472 Plummer, Linda P 0.81 Old Cascade Dr. Yes
Q 473 Edgerton, Dennis E Edgerton, Katie S 0.64 Old Cascade Dr. Yes Access would require extending Tiffany Creek Dr to Old Cascade Dr.
474 Yarbrough, Heather 0.64 Old Cascade Dr. Yes
475 Joyner, Leslie T Joyner, Phyllis A 0.29 Old Cascade Dr. Yes
476 Joyner, Leslie T Joyner, Phyllis A 0.26 Old Cascade Dr. Yes
477 Sanders, William E 0.25 Villa St. Yes
478 Sanders, William E 0.25 Villa St. No
479 Mcgrath, Mark Robert Mcgrath, Nancy 0.47 Villa St. Yes
Joan
480 Ganus, George W 0.51 Old Cascade Dr. Yes
481 Fuller, Kit 0.48 Old Cascade Dr. Yes
482 Castillo, Isaac Matus Matus, Perla 0.45 Villa St. Yes
Juarez
483 Chrisp, Mozelle E 0.48 Villa St. Yes
484 Mangum, Willard Heirs 0.26 Salem St No
485 Mangum, Willard Heirs 0.24 Salem St No
486 Bryant, Susan L 0.24 Salem St No
487 Bryant, Susan L 0.2 Salem St No
488 Bryant, Susan L 0.24 Salem St No
MAY 2017 19 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
489 Mitchell, Edna 0.25 Old Cascade Dr. Yes
490 Mitchell, Edna 0.26 Old Cascade Dr. Yes
491 Harris, James A Jr 0.26 Old Cascade Dr. No
492 Bradsher, Eric J 0.5 Salem St Yes
493 Mendoza-Rivero, Davadip Gonzalez- 0.48 Salem St Yes
Noyola, Celia
494 Wilson, Linda Ruth 0.24 Branch St. No
495 Wilson, Linda Ruth 0.27 Branch St. No
496 Nunn, Louise E 0.23 Branch St. No
497 Nunn, Louise E 0.24 Branch St. No
498 Woods, Timothy L Woods, Barbara W 0.79 Old Cascade Dr. Yes
498A Harris, James A Jr 0.25 Old Cascade Dr. No
499 Sinclair, Tristan 032 Old Cascade Dr. No
500 Walls, Douglas Walls, Delnora W 03 Branch St. No
501 Walls, Douglas Walls, Delnora W 0.23 Branch St. No
502 Walls, Douglas Walls, Delnora W 0.26 Branch St. No
503 Walls, Douglas Walls, Delnora W 0.26 Branch St. No
R 504 Walls, Douglas Walls, Delnora W 0.24 Branch St. No Access would require extending Tiffany Creek Dr to Old Cascade Dr.
505 Walls, Douglas Walls, Delnora W 0.22 Branch St. No
506 Walls, Douglas Walls, Delnora W 033 Branch St. No
507 Keck, Charles D Jr Heirs 0.24 Amherst St. No
508 Keck, Charles D Jr Heirs 0.24 Amherst St. No
509 Keck, Charles D Jr Heirs 0.25 Amherst St. No
510 Sanders, Levi Jr 0.22 Amherst St. No
511 Sanders, Levi Jr 0.23 Amherst St. No
512 Byrd, Della M 0.49 Old Cascade Dr. Yes
513 Sinclair, Tristan 0.28 Old Cascade Dr. No
514 Amherst 4304 Trust 0.48 Amherst St. Yes
515 Byrd, Fred Heirs 0.24 Amherst St. No
516 Byrd, Fred Heirs 0.22 Amherst St. No
Turner, James Carlton Turner, Priscilla
517 0.23 Amherst St. Yes
Wood
Turner, James Carlton Turner, Priscilla
518 0.24 Amherst St. Yes
Wood
519 Mack, Paulette P 0.28 Amherst St. No
MAY 2017 20 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
520 Mack, Paulette P 031 Old Cascade Dr. No
521 Mack, Paulette P 032 Lexington St. No
522 Gulley, James 0.48 Lexington St. Yes
523 English, Gregory 0.48 Lexington St. No
524 Portier, Ellen M Portier, Wilfred 0.24 Lexington St. No
525 Portier, Ellen M Portier, Wilfred 0.24 Lexington St. No
526 Perez, Yasmin Rea, Francisco Reyes 0.49 Lexington St. Yes
527 Haywood, Charles 0.25 Lexington St. No
528 Haywood, Charles 0.24 Lexington St. No
529 Haywood, Charles 0.21 Lexington St. No Access would require extending Tiffany Creek Dr to Old Cascade Dr.
530 Carwell, Ronald G Carwell, Vickie R 0.23 Lexington St. No
531 Wright, Lumichel 0.25 Lexington St. No
Q 532 Wright, Lumichel 0.28 Lexington St. No
533 Ramon, Angie 0.29 Old Cascade Dr. No
534 Ramon, Angie 0.25 Old Cascade Dr. No
535 Wright, Doll Whitaker 0.45 Old Cascade Dr. Yes
536 Wright, Derek L 0.47 Old Cascade Dr. Yes
537 Wright, Lumichel 0.24 Old Cascade Dr. No
538 Wright, Lumichel 0.24 Old Cascade Dr. No
Access could be provided with a service rd running perpendicular to
539 Parker, Kisha 1.23 White Oak Rd. No Tiffany Creek Dr., but would require buying property from non-affected
parcel
540 Peacock, Scott Fitzgerald Matthews, Q 28 VUhite Oak Rd. No Access through adjoining parcel
Sylvia Diane
540A Parrish, Ella Grace Parrish, Phillip West 0.62 White Oak Rd. No Access would require buying propery from non-affected parcel
541 Hocutt, Victor A 2.95 Escondido Farm Rd. Yes
541A Dean, Donald Ray Dean, Kay M 033 Escondido Farm Rd. No
R Access could be provided with service road from White Oak Rd., but
5416 Dean, Donald R Dean, Kay M 1.85 Escondido Farm Rd. No would require additional stream and wetland impacts
541C Boyd, Clarence LJr Boyd, Samantha B 2 Escondido Farm Rd. Yes
541D Caviness, John M 2.02 Escondido Farm Rd. No
MAY 2017 21 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
541E Caviness, John M Caviness, Diane H 1.81 Escondido Farm Rd. Yes
Musulin, Samuel Michael Musulin,
541F 4.28 Escondido Farm Rd. Yes
Annette D
542 Hocutt, Victor A Hocutt, Rose H 235 Escondido Farm Rd. Yes Access could be provided with service road from White Oak Rd., but
would require additional stream and wetland impacts
543 Dufner, Patrick J Dufner, Lana R G 28.07 Escondido Farm Rd. Yes
Truelove, Steven Brett Truelove, Anne
544 4.98 Escondido Farm Rd. Yes
S
545 Burnette, R G Jr 44.78 Escondido Farm Rd. No
545A Burnette, R G Jr Escondido Farm Rd. No Access could be provided by realigning Hidden Acres Trail to Raynor Rd.
546 2701 Hidden Acre Land Trust 10.68 Hidden Acres Trail Yes Access could be provided with service road from White Oak Rd., but
would require additional stream and wetland impacts
R 546A 2702 Hidden Acre Land Trust 0.22 Hidden Acres Trail No Access could be provided by realigning Hidden Acres Trail to Raynor Rd.
547 Early, Sara Ray 3.81 Hidden Acres Trail No Access could be provided with service road from White Oak Rd., but
would require additional stream and wetland impacts
547A Early, Sara Ray 239 Hidden Acres Trail Yes Access could be provided by realigning Hidden Acres Trail to Raynor Rd.
548 Bailey, Joseph R Bailey, Velancia P 9.11 Cabin View Ln. Yes Access could be provided with service road from White Oak Rd., but
would require additional stream and wetland impacts
548A Bailey, Joseph R Bailey, Velancia P 1.91 Cabin View Ln. No Access could be provided by realigning Hidden Acres Trail to Raynor Rd.
Elmo T Williams Trust Williams, Alice Access could be provided with service road from White Oak Rd., but
549 5.54 Raynor Rd. No
H would require additional stream and wetland impacts
550 Capital Cities Communications Inc 1.73 Transmitter Rd. No Access would require additional stream and wetland impacts
551 NC Department ofTransportation 31.8 TV Tower rd. No Advanced acquisition property
Rogers, Richard Trustee Rogers, Ann R Access would require extending TV Tower Rd to parcel. Doing so would
552 3.88 US 70 No
Trustee allow Store Master Funding to have a 2nd access point
553 Rogers, Richard Trustee Rogers, Ann R 6.56 US 70 No Access would require additional wetland impacts or buying property
S Trustee from non-affected parcels
554 Johnson, Betty H 5.6 US 70 Yes Access would require additional wetland impacts or buying property
from non-affected parcels
555 Partlo Garner LLC 1.24 US 70 No Access would require additional wetland impacts or buying property
from non-affected parcels
MAY 2017 z2 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
556 Bufffaloe Mini Storage LLC 5.83 Walnut Dr Yes
557 Bufffaloe Mini Storage LLC 4.67 Walnut Dr Yes Access could be provided with a service road from US 70 to Walnut Dr.
558 Buffaloe Enterprises LLC 28.27 Walnut Dr Yes
559 Buffaloe Enterprises LLC 3.57 Walnut Dr Yes Access could be provided with a service road from US 70 to Walnut Dr.
(Access through adjoining parcel)
S
560 L& L Company LLC 22.37 US 70 No Access could be provided with service road from US 70 to parcel
560A L& L Company LLC 7.41 US 71 No Access would require additional stream and wetland impacts
5606 Alexander, Randy 4.71 US 70 Yes Access could be provided with service road that would run parallel to
US 70 to parcel
561 Edge Of Auburn LLC 19.63 Rock Quarry Rd No Access could be provided with service road to Holly Brook Farm Rd.
561A Union B&T Co 0.11 Branch Rd. No Small undeveloped remnant remainder of the large tract.
562 Francis, Laura S 0.83 Branch Rd. No Small undeveloped remnant remainder of the large tract.
563 Union B&T Co 2.44 Battle Bridge Rd. No Small undeveloped remnant remainder of the large tract.
564 City of Raleigh 90.43 Auburn Knightdale Rd. No Access could be provided with service road from Battle Bridge Rd to
parcel
565 Billy Adams Farms Inc 29.58 Auburn Knightdale Rd. Yes Access could be provided with service road running parallel to Auburn
Knightdale to parcel
566 Davis, James Ray 2.52 Auburn Knightdale Rd. Yes Access could be provided with service road running parallel to Auburn
Knightdale to parcel
T 567 Everhart, Rex M Everhart, Carol S 039 Auburn Knightdale Rd. No Small undeveloped remnant remainder of the large tract.
568 Burchette, Barbara Ann Glover 0.81 Auburn Knightdale Rd. No Small undeveloped remnant remainder of the large tract.
569 Jefferys, Grady B Jefferys, Thelma M 0.24 Auburn Knightdale Rd. No Small undeveloped remnant remainder of the large tract.
570 Sanok, Jacob J Sanok, Marylu 1.12 Auburn Knightdale Rd. No Access could be provided with service road running parallel to Auburn
Knightdale
571 West, Nancy C 3.23 Auburn Knightdale Rd. Yes
572 Glover, Wallace Edward Jr 1.53 Auburn Knightdale Rd. No Access would require large impacts to wetlands
573 Baker, Ted Preston Baker, Geraldine G 1.05 Auburn Knightdale Rd. No Access would require large impacts to wetlands
574 Bailey, Barry Bailey, Sue G 032 Auburn Knightdale Rd. No Small undeveloped remnant remainder of the large tract.
Access could be provided with one service road running perpendicular
U 575 Raynor, Bobby C Raynor, Margaret F 37.97 Leonard Rd. No from Leonard dr and another one running parellel to the C/A (access
through adjoining parcel)
MAY 2017 23 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
575A Raynor, Bobby C Raynor, Margaret F 10.06 Auburn Knightdale Rd. No Access across adjoining parcel
576 Raynor, Bobby C Raynor, Margaret F 12.6 Leonard Rd. No Access could be provided with one service road running perpendicular
from Leonard dr and another one running parellel to the C/A
576A Raynor, Bobby C Raynor, Margaret F 835 Auburn Knightdale Rd. No Access across adjoining parcel
577 Myrick, Billy S 12.27 Sidecreek Dr. No
U 578 Powell, Jacob L Powell, Anthony J 2.72 No Access No Access could be provided by extending Flower Blossom Cir to a service
Crenshaw, John C III Crenshaw, Laurie road that runs along the edge of large parcel
579 � 12.02 No Access No
Crenshaw, John C III Crenshaw, Laurie Access could be provided with one service road running perpendicular
579A 6.83 No Access No
L from Leonard dr and another one running parellel to the C/A
580 Hodge Road LLC 64.14 Scenic Woods Rd. No
Access could be provided with service road running parallel to Poole
Paul, Linda Turner Mcdonald, Mary
581 5.56 Poole Rd. No Rd, but would require additional stream and wetland impacts
Dwight T Heirs
582 Broadie, Andrew P Heirs 1.7 Poole Rd. Yes Access could be provided by extending Old Stone Mills St., but would
require upgrading streets leading up to it
583 Stanford, Larry Stanford, Vickie T 0.83 Poole Rd. Yes
584 Banks, Eugene Banks, Janet P 0.78 Poole Rd. No Access not allowed along Poole Rd due to interchange
585 Broadie, Andrew P Heirs 8.47 Poole Rd. No Access could be provided with service road off of Stoney Falls Way
586 Raleigh Rugby Football Club Inc 5.67 Poole Rd. No Access could be provided by extending Old Stone Mills St., but would
require upgrading streets leading up to it
V 586A Raleigh Rugby Football Club Inc 3.65 Poole Rd. No Access could be provided with service road off of Stoney Falls Way
587 Knightdale Estates Mhp Ltd Prtnrp 9•27 Lodge Rd. No Access could be provided with service roads off of Stoney Falls Way
Access could be provided by realigning Kemp Rd. and running it parallel
Vater, Monica Wynn 0.7 Kemp Rd.
588 Yes to the C/A
589 Gonzales, Ignacio Alcaraz, Alejandra 1.09 Kemp Rd.
Yes
Access could be provided by realigning Kemp Rd. and running it parallel
590 Tripp, Misty Michelle 0.82 Kemp Rd. Yes
591 Rosales, Salvador Peru 0.92 Kemp Rd. Yes to the C/A
592 Ennis, Mickey R Ennis, Rhonda M 0.89 Kemp Rd. Yes
MAY 2017 24 COMPLETE 540

SERVICE ROAD STUDY
TABLE 2-1: PARCEL EVALUATION
Aprox. Acreage Structure Remarks
Area Parcel ID. Parcel Owner Name Existing Access
Remaining Remaining
Further Analysis No Further Analysis
593 Hernandez, Ernesto Hernandez, Silvia 0.87 Kemp Rd.
Yes Access could be provided by realigning Kemp Rd. and running it parallel
594 Tart, Harold Thurmond 0.84 Kemp Rd. Yes to the C/A
V 595 Miranda, German Beneraldo 0.75 Kemp Rd. Yes
596 NC Department ofTransportation 0.65 Kemp Rd.
No Advanced acquisition property
597 NC Department ofTransportation 0.29 Kemp Rd.
No Advanced acquisition property
MAY 2017 25 COMPLETE 540

SERVICE ROAD STUDY
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3.1 SERVICE ROAD DESIGN
Those parcels with feasible options to provide new access (identified in green in Table 2-1) were carried
forward in the study process. This step in the study process included the planning and the development
of preliminary design alternatives for feasible service roads to land-locked parcels. Several factors were
used in determining the location of each new service road including the location of the parcel, where
the existing access is, and location of streams and wetlands. If possible, the new service road was
developed to connect to the existing access road for the land-locked parcel. In these cases, the new
service road would parallel the new controlled access limits and reconnect to the existing road. If there
were two viable service road solutions that would serve the same set of parcels, both were brought
forward in the design process and analyzed separately.
In addition to the factors utilized to determine the location of the new service road, certain design
criteria were developed to guide the design of each service road. These criteria were developed to
serve the land-locked parcel with safe and cost-effective access. The intended use and expected traffic
volumes including vehicle mix were major considerations in developing the following design criteria:
1. Design Speed: The design speed varies per service road. For service roads leading to a
subdivision, a design speed of 25 mph was used in order to mimic the subdivision roads. Service
roads leading to just a few parcels were designed at 30 mph with an anticipated posted speed of
25mph per the NCDOT Roadway Design Manual. These facilities are intended to be low volume
(less than 400 ADT) roadways providing access only to local, mainly residential, properties.
Design speed adjustments were made for unusual circumstances and unique property use
situations, as necessary.
2. Typical Section: Exhibits 3-1 and 3-2 show the two typical sections that were utilized in the
design of service roads. For service roads leading to subdivisions, as shown in Exhibit 3-1, the
Average Daily Traffic (ADT) is likely higher than 400 vehicle, and therefore required wider lanes
and shoulders. Based on the NCDOT Roadway Design manual these roads were designed with
two 11-foot lanes and 6-foot unpaved shoulders on each side. Service roads leading to just a few
parcels utilized the typical section shown in Exhibit 3-2. These facilities were anticipated to have
an ADT of less than 400 vehicles and therefore only require 9-foot lanes with 2-foot shoulders.
Depending on the profile, roadside ditches would be provided to convey drainage away from
the roadway facility and reduce future maintenance costs. Only major drainage conveyances
would be included, as necessary.
MAY 2017 26 COMPLETE 540

SERVICE ROAD STUDY
�
EXHIBIT 3-1: SUBDIVISION ROAD TYPICAL SECTION
�
25' 25'
9' 9' 2' 8'
GRADE
PflINT
D2 ,ti �' _02 ,
EXIBIT 3-2: LOCAL ROAD TYPICAL SECTION
3. Alignment: The alignments of the individual service roads varies based on property
configurations. Each situation is unique and were treated as such to develop the best design
solution. The goal was to minimize the loss of adjacent properties by paralleling the control of
access portion of the facility as closely as possible. Where following the control of access is not
an option or would result in an unusually long service road, the alignment would typically
parallel or straddle the property line to balance the loss of property between the two adjacent
parcels.
The alignments follow the design speed considerations as to minimum radii and T-type
intersections were considered where appropriate. Super-elevation would not be proposed due
to the low design speed of these facilities.
4. Grade: The profile grade of the proposed service roads are in part dictated by the existing
topography. To cost-effectively design these facilities, the service roads would need to follow
the existing contour of the land closely to reduce cut and fill associated with significant
departures from existing grades. Vertical grades were set such that adequate sight distances
MAY 2017 27 COMPLETE 540

SERVICE ROAD STUDY
are provided meeting the intended design speed of the facility. Unusually steep grades
necessitating high cuts and fills were only considered if necessary.
5. Hydraulic/Environmental Feature Crossings: A few of the service roads crossed drainage
features and possibly some stream and wetland areas. In these cases, efforts to avoid impacting
these resources were made by adjusting the horizontal alignments as necessary. However, if
unavoidable, effort was made to minimize the design "footprint" impacts to these
environmental features to the extent possible by tightly controlling the profile and steepening
side slopes as necessary through these areas. In the case of stream crossings, the nearest
hydraulic crossing structure, upstream or downstream, would be used to evaluate and assist in
the selection of the appropriate type and size of crossing conveyance to be considered in the
design study.
3.2 COST QUANTIFICATION
With the facilities designed, the approximate construction cost of each service road was quantified using
values provided from NCDOT. These quantities are typical of the type NCDOT estimates for functional
designs. These quantities and costs include:
• Pavement Items. Includes new pavement, pavement widening, and pavement resurfacing in
square yards.
• Earthwork/Grading. Typically include cut/fill, borrow earthwork as necessary.
• Clearing. Includes any necessary clearing for the service road.
• Drainage. Includes any box culverts necessary to construct the road.
• ROW Cost. Includes the necessary additional ROW outside of the control of access limits to
contain the facility. Costs for this additional ROW were based on a prorated value for each
parcel obtained through the Wake and Johnston County GIS/Mapping systems based on a per-
acre or per-square foot cost plus the value of structures impacted.
• Miscellaneous. Includes a 15 percent contingency for structure items (e.g., culverts and
bridges) and utility items (e.g., water lines, sewer, etc.) that may be necessary to construct the
roadway or tie to the existing roadway.
• Contingency. Utilizes a 45 percent contingency to cover unforeseen elements that may need to
be constructed with each facility.
• Engineering. Includes 15 percent to cover the development of the final designs and
construction management of each service road.
• Environmental Impacts. Includes a value of $80,594 per acre of wetlands impacted and $594
per linear foot of stream impacts. These costs account for a 2:1 ratio of mitigation, so for every
linear foot or acre of environmental impact, two linear feet or acres are mitigated. Wetland
areas were rounded up to the nearest quarter acre. For the majority of the service roads,
wetland and stream impacts were calculated using environmental surveys dated in 2017. If the
service road went outside the survey boundary, GIS information was used to calculate impacts.
MAY 2017 28 COMPLETE 540

SERVICE ROAD STUDY
Comparative land and structure values were used to evaluate if construction costs were outweighed by
associated costs of completely acquiring the remnant parcels. These costs did not take into account any
loss of use, relocation cost differentials, or other impacts associated with losing all rights to the property
by the owner. These costs included the straight forward land value costs based on current parcel tax
values and approximate appraised values from the Wake and Johnston County GIS/Mapping systems
and a prorated land value would be calculated for the remaining acreage. Structure and dwelling values
would also be obtained from these resources. All estimates of property value and acquisition costs are
approximate in nature and should not be used to determine actual appraised value or as the basis for
any acquisition negotiations. These estimates are being used to reasonably evaluate the feasibility of
providing access to impacted parcels along the project.
The designs for roads serving the impacted parcels are included in Appendix B. The supporting
quantities and cost estimate data used to derive the construction cost for each land-locked parcel are
included in Appendix C.
4. COST/BENEFIT ANALYSIS
With all the designs for the service roads developed and estimated costs compiled for each facility, the
total acquisition cost versus the overall construction cost associated with providing permanent access to
the land-locked parcels were calculated and are provided in Table 4-1. In some cases, construction of
one service road would be required in order to provide access to another service road. In those
scenarios, both service roads were analyzed separately to prove the worth of each road, but it is noted
that one could not be built without the other. In areas with T-Type intersections, there are two
alignments and therefore two roads. The name of each alignment is listed in Table 4-1, but they are
quantified as a set.
MAY 2017 29 COMPLETE 540

SERVICE ROAD STUDY
TABLE 4-1: COST COMPARISON
Service Parcel AProx. Remnant Structure Cost Parcel Buyout Road ROW & Environmental
Road ID ID. Acreage Value ($) ($) ($) Construction Cost Total Cost ($)
Remaining ($) Impact Cost ($)
R-2721
D1 6 5.31 $242,789 $0 $242,789 $270,792 ROW: 1.56 Ac. ROW: $103,973 $374,765
14 1.1 $144,994 $0 $144,994
16 0.45 $25,000 $0 $25,000
v o.n Szs,000 Saoo Szs,aoo
18 0.34 $14,655 $0 $14,655
i9 o.ns Szs,000 So Szs,000
20 0.46 $25,000 $0 $25,000
21 0.23 $13,068 $0 $13,068
zs o.3 $zs,000 So $zs,000
za o.nz Szs,000 S3,oso $zs,oso
25 0.37 $25,000 $0 $25,000
z6 o.sz Sz�,soo So Sz�,soo
z� 0.44 Ss,000 So $s,000
28 0.44 $25,000 $32,981 $57,981
29 0.45 $25,000 $17,788 $42,788
30 0.45 $25,000 $18,338 $43,338
31 0.45 $25,000 $500 $25,500
32 0.46 $25,000 $21,979 $46,979
33 0.57 $25,000 $47,482 $72,482
34 o.s Szs,000 So Szs,000
35 0.6 $25,000 $0 $25,000
36 0.57 $25,000 $24,571 $49,571
37 0.69 $25,000 $0 $25,000
38 0.69 $25,000 $0 $25,000
39 0.73 527,500 $0 $27,500
40 0.69 $25,000 $29,365 $54,365
41 0.69 525,000 $50,947 $75,947
42 0.69 $25,000 $87,320 $112,320
43 0.71 $27,500 $57,931 $85,431 E1 & E2: $1,651,903 (E1 &
E1 & E2 or 44 0.76 $27,500 $0 $27,500 $1,252,448 (E1 ROW: 2.73 Ac. E1 & E2: $399,455 E2) or
E3 & E4 46 0.7 $27,500 $0 $93,260 &E2) or E3 & E4: E3 &E4: $208,198 $664,155 (E3 &
47 0.55 $25,000 $65,760 $73,513 $455,956 (E3 &E4) ROW: 1.85 Ac. E4)
48 0.93 $31,250 $48,513 $31,250
49 0.48 $25,000 $0 $51,254
50 0.48 $25,000 $26,254 $25,000
51 0.96 $31,250 $0 $31,250
52 0.96 $31,250 $0 $53,859
53 0.95 $31,250 $22,609 $194,168
54 0.55 $25,000 $162,918 $72,370
55 0.48 $25,000 $47,370 $25,200
56 0.44 $25,000 $200 $25,000
s� o.ns Szs,000 So Szs,000
58 0.48 $25,000 $0 $25,000
s9 osz Szs,000 So Ssi,sli
60 0.89 $31,250 $56,811 $129,559
61 0.76 $27,500 $98,309 $103,655
62 0.75 $24,750 $76,155 $24,750
63 0.5 $25,000 $0 $92,573
64 0.49 $25,000 $67,573 $47,045
65 0.49 $25,000 $22,045 $96,668
66 0.71 $27,500 $71,668 $98,623
67 0.71 $27,500 $71,123 $45,403
68 0.85 $31,250 $17,903 $57,463
69 0.65 $25,000 $26,213 $41,644
70 0.63 $25,000 $16,644 $25,000
71 1.08 $37,500 $0 $140,390
72 0.51 $25,000 $102,890 $120,334
73 0.58 525,000 $95,334 $25,000
�a o.ns Szs,000 So Szs,000
MAY 2017 30 COMPLETE 540

SERVICE ROAD STUDY
TABLE 4-1: COST COMPARISON
Service Parcel AProx. Remnant Structure Cost Parcel Buyout Road ROW & Environmental
Road ID ID. Acreage Value ($) ($) ($) Construction Cost Total Cost ($)
Remaining ($) Impact Cost ($)
75 0.46 $25,000 $0 $47,942
76 0.48 $25,000 $22,942 $71,333
77 0.47 $25,000 $46,333 $25,000
�s osi Szs,000 So Sss,110
79 0.47 $25,000 $30,110 $30,570
so os� Szs,000 Ss,s�o S�o,19i
81 0.45 $25,000 $45,191 $25,000
sz o.6s Szs,000 So Sns,lao
83 0.43 $25,000 $23,180 $25,000
84 1.01 $30,000 $0 $30,000
85 0.69 525,000 $0 $25,000
86 0.82 $31,250 $0 $33,440
s� o.s2 Szs,000 Sz,igo 52s,000
ss o.6i Szs,000 So Szs,000
89 0.82 $31,250 $0 $66,587
90 1.78 $30,000 $35,337 $30,000
91 3.11 $50,000 $0 $131,409
92 0.6 $25,000 $81,409 $79,023
93 0.83 $31,250 $54,023 $31,250
94 0.86 $31,250 $0 $52,025
95 0.54 525,000 $20,775 $25,000
96 0.53 $25,000 $0 $48,043
97 0.74 527,500 $23,043 $85,524
98 6.37 $186,323 $58,024 $188,213
99 0.52 525,000 $1,890 $25,000
100 1.93 $37,500 $0 $37,500
101 1.59 $37,500 $0 $39,500
102 1.16 $30,000 $2,000 $59,116
103 1.77 $28,125 $29,116 $31,125 E1 & E2: $1,651,903 (E1 &
El & E2 or 104 0.69 $25,000 $3,000 $25,000 $1,252,448 (E1 ROW: 2.73 Ac. El & E2: $399,455 E2) or
E3 & E4 105 0.86 $27,500 $0 $27,500 &E2) or E3 & E4: E3 &E4: $208,198 $664,155 (E3 &
106 0.49 $25,000 $0 $25,000 $455,956 (E3 &E4) ROW: 1.85 Ac. E4)
io� o.4s $zs,000 So 5sz,6zo
108 0.49 $25,000 $27,620 $54,820
109 0.73 $27,500 $29,820 $27,500
110 1.09 $37,500 $0 $79,224
111 0.98 $31,250 $41,724 $35,220
112 0.47 $25,000 $3,970 $44,734
113 0.48 $25,000 $19,734 $25,000
i1a osn Szs,000 So S��,ssz
115 0.46 $25,000 $52,552 $92,420
116 0.41 $25,000 $67,420 $56,353
117 0.47 525,000 $31,353 $35,270
iis os Szs,000 S1o,z�o Szs,loo
119 0.48 $25,000 $100 $72,913
120 0.48 $25,000 $47,913 $25,000
121 0.45 $25,000 $0 $25,000
izz o.ns Szs,000 So Sso,zoi
123 0.45 $25,000 $25,201 $25,000
124 0.46 $25,000 $0 $99,952
125 0.44 $25,000 $74,952 $25,000
126 0.43 $25,000 $0 $25,650
iz� 0.4� Sz,000 S6so $z,000
izs osz Szs,000 So Sn�,9as
129 0.49 $2,000 $22,948 $25,520
130 0.5 $25,000 $23,520 $99,029
131 0.51 $25,000 $74,029 $37,290
132 0.51 $25,000 $12,290 $25,000
133 0.51 $25,000 $0 $25,000
134 0.53 $25,000 $0 $91,051
MAY 2017 31 COMPLETE 540

SERVICE ROAD STUDY
TABLE 4-1: COST COMPARISON
Service Parcel AProx. Remnant Structure Cost Parcel Buyout Road ROW & Environmental
Road ID ID. Acreage Value ($) ($) ($) Construction Cost Total Cost ($)
Remaining ($) Impact Cost ($)
135 0.3 $6,250 $66,051 6 250
136 0.28 $6,250 $0 $6,250
i3� osn Szs,000 So Szs,000
138 0.49 $25,000 $0 $25,000
139 0.55 $25,000 $0 $49,904
140 0.52 $25,000 $24,904 $56,830
141 0.52 $25,000 $31,830 $25,000
142 0.56 $12,500 $0 $12,500
143 osz Szs,000 So Sni,s�o
144 0.53 $25,000 $16,570 $25,000
ias o.n9 Szs,000 So Szs,000
146 0.54 525,000 $0 $25,000
ia� os� Szs,000 So Szs,000
148 0.47 $25,000 $0 $25,000
149 0.49 $25,000 $0 $25,000
150 0.47 $25,000 $0 $25,000
is1 0.3� Szs,000 So Szs,000
152 0.43 $25,000 $0 $26,830 E1 & E2: $1,651,903 (E1 &
E1 & E2 or 153 0.43 $25,000 $1,830 $34,480 $1,252,448 (E1 ROW: 2.73 Ac. E1 & E2: $399,455 E2) or
E3 & E4 154 0.57 $25,000 $9,480 $25,460 &E2) or E3 & E4: E3 &E4: $208,198 $664,155 (E3 &
155 0.85 $31,250 $460 $31,250 �455,956 (E3 &E4) ROW: 1.85 Ac. E4)
156 0.4 $25,000 $0 $25,000
is� 039 Szs,000 So Szs,000
158 0.53 $25,000 $0 $25,000
159 2.15 $52,500 $0 $68,651
160 2.35 $50,000 $16,151 $106,227
161 0.42 $25,000 $56,227 $84,839
162 0.4 $25,000 $59,839 $25,000
163 0.41 $25,000 $0 $25,300
164 0.45 525,000 $300 $26,090
165 0.24 $20,000 $1,090 $28,706
166 3.83 $18,637 $8,706 $18,637
168 0.61 $25,000 $33,636 $58,636
169 0.48 $12,500 $0 $12,500
vo o.n� Szs,000 So Szs,000
171 0.38 $25,000 $12,705 $37,705
i�z o.s Szs,000 So Szs,000
173 0.49 525,000 $870 $25,870
ROW: 0.23 Ac. ROW: $10,222
G1 177 8.49 $429,433 $0 $429,433 $111,969 Stream: 171 LF Stream: $101,574 $243,913
Wetland: 0.14 Ac. Wetland: $20,149
178 1.33 $75,000 $130,735 $205,735
179 1.78 $75,000 $153,856 $228,856
180 2.03 $90,000 $188,902 $278,902
181 1.68 $75,000 $111,173 $186,173
isz o.s S�s,000 S1so,�o9 Szzs,�o9
183 0.8 $74,074 $127,639 $201,713
184 0.75 $38,265 $132,506 $170,771 G2: G2:
G2 or GS 185 0.69 $75,000 $125,387 $200,387 $113,955 (G2) or ROW: 0.11 Ac. ROW: $11,577 $125,532 (G2) or
186 0.69 $75,000 $124,348 $199,348 $140,622 (GS) G5: G5: $172,642 (GS)
187 0.69 $75,000 $123,672 $198,672 ROW: 0.28 Ac. ROW: $32,020
188 0.7 $75,000 $134,324 $209,324
189 0.94 575,000 $128,521 $203,521
190 1.59 $75,000 $100,649 $175,649
191 1.61 $75,000 $108,944 $183,944
192 1.07 $75,000 $114,651 $189,651
193 1.65 $75,000 $154,016 $229,016 G2: G2:
G2 or GS $113,955 (G2) or ROW: 0.11 Ac. ROW: $11,577 $125,532 (G2) or
193A 2.56 $86,617 $168,222 $254,839 $140,622 (GS) G5: G5: $172,642 (GS)
ROW: 0.28 Ac. ROW: $32,020
MAY 2017 32 COMPLETE 540

SERVICE ROAD STUDY
TABLE 4-1: COST COMPARISON
Service Parcel AProx. Remnant Structure Cost Parcel Buyout Road ROW & Environmental
Road ID ID. Acreage Value ($) ($) ($) Construction Cost Total Cost ($)
Remaining ($) Impact Cost ($)
178 1.33 $75,000 $130,735 $205,735
179 1.78 $75,000 $153,856 $228,856
180 2.03 $90,000 $188,902 $278,902
181 1.68 $75,000 $111,173 $186,173
182 0.8 $75,000 $150,709 $225,709
183 0.8 $74,074 $127,639 $201,713
184 0.75 $38,265 $132,506 $170,771
185 0.69 $75,000 $125,387 $200,387
186 0.69 $75,000 $124,348 $199,348
187 0.69 $75,000 $123,672 $198,672
188 0.7 $75,000 $134,324 $209,324 ROW: 2.43 Ac. ROW: $596,960
G3 189 0.94 $75,000 $128,521 $203,521 $684'787 Stream: 57 LF Stream: $33,858 $1,315,605
190 1.59 $75,000 $100,649 $175,649
191 1.61 $75,000 $108,944 $183,944
192 1.07 $75,000 $114,651 $189,651
193 1.65 $75,000 $154,016 $229,016
193A 2.56 $86,617 $168,222 $254,839
194 0.75 $57,990 $231,371 $289,361
196 0.94 $75,000 $0 $180,142
197 0.67 $76,571 $105,142 $125,407
198 0.71 $77,808 $48,836 $77,808
199 1.87 $131,478 $0 $278,348
200 0.87 $69,600 $146,870 $162,500
201 1.79 $125,300 $92,900 $252,096
G4 202 0.89 $70,851 $126,796 $127,594 $499,088 ROW: 2.62 Ac. ROW: $370,512 $869,600
203 5.54 $137,129 $56,743 $137,129
204 5.96 $172,406 $0 $172,406
217 0.61 $51,275 $184,753 $236,028
218 0.69 $58,000 $206,076 $264,076
219 0.7 $58,000 $140,646 $198,646
zzo o.� Sss,000 Slzs,��o $sss,��o
zzz o.�i Sss,000 51v,�s� Svs,�s�
zzs o.�z Sss,000 Sloo,sv S1ss,sn
H1 224 0.6 $46 400 $33 669 $80 069 $266,219 ROW: 1.38 Ac. ROW: $91,757 $357,976
225 0.76 $58,000 $122,709 $180,709
226 0.84 $58,000 $126,348 $184,348
227 0.86 $58,000 $143,501 $201,501
228 1.56 $64,246 $177,163 $241,409
230 0.97 $58,000 $122,798 $180,798
231 0.73 $58,000 $162,032 $220,032
211 0.7 $11,765 $0 $11,765
212 1.46 $66,853 $0 $66,853
HZ 213 0.82 $55,953 $0 $55,953 $421,185 ROW: 2 Ac. ROW: $210,729 $631,914
214 0.62 $52,116 $114,587 $166,703
H3 237 4.01 $155,664 $0 $155,664 $233,859 ROW: 1.48 Ac. ROW: $83,780 $317,638
I1 Z43 8.8 $325,840 $0 $325,840 $471,135 ROW: 3.24 Ac. ROW: $129,993 $631,351
244 9.71 $299,991 $0 $299,991 Wetland: 0.36 Ac. Wetland: $30,223
znna z.z9 S�o,�so So S�o,�so
245 0.34 $19,440 $0 $19,440
246 2.69 $56,490 $0 $56,490
247 22.36 $975,527 $0 $975,527
�Z 248 6.2 $168,600 $0 $168,600 $z4z�368 ROW: 1.44 Ac. ROW: $78,705 $321,073
249 1.1 $52,200 $44,071 $96,271
250 1.9 $56,200 $56,067 $112,267
251 1.14 553,880 $163,166 $217,046
J1 260 14.93 $440,061 $0 $440,061 $56,412 ROW: 0.13 Ac. ROW: $4,766 $129 488
Stream: 115 LF Stream: $68,310
MAY 2017 33 COMPLETE 540

SERVICE ROAD STUDY
TABLE 4-1: COST COMPARISON
Service Parcel AProx. Remnant Structure Cost Parcel Buyout Road ROW & Environmental
Road ID ID. Acreage Value ($) ($) ($) Construction Cost Total Cost ($)
Remaining ($) Impact Cost ($)
R-2828
261 0.88 $72,449 $0 $72,449 ROW: 4.01 Ac. ROW: $32,849
K1 262 1.91 $32,207 $0 $32,207 $708,012 Wetland: 0.05 Ac. Wetland: $10,074 $�50,936
263 11.09 $241,258 $0 $241,258
L1 266 20.14 $481,034 $0 $481,034 $67,832 ROW: 0.14 Ac. ROW: $6,136 $73,969
308 5.91 $153,660 $0 $153,660
L2 & L2A 309 12.51 $331,569 $24,359 $355,928 $139,153 ROW: 0.8 Ac. ROW: $17,069 $156,222
310 0.92 $33,740 $107,276 $141,016
267 18.07 5384,286 $106,539 $490,825
268 1.32 $50,712 $151,859 $202,571
269 6.29 $145,569 $177,630 $323,199
270 3.91 $67,500 $276,081 $343,581
271 1.09 $45,000 $246,319 $291,319
272 1.23 $45,000 $295,470 $340,470
273 2 $58,500 $328,159 $386,659
274 0.6 $45,000 $306,762 $351,762
275 0.99 $45,000 $230,235 $275,235
276 0.49 $45,000 $277,702 $322,702
277 0.49 $45,000 $250,269 $295,269
278 0.46 $45,000 $229,912 $274,912
279 0.59 $45,000 $226,453 $271,453
280 1.07 $45,000 $244,011 $289,011
281 2.48 $63,000 $359,460 $422,460
282 3.71 $0 $0 $0
283 2.43 $58,500 $271,550 $330,050
284 0.84 $45,000 $351,643 $396,643
L3 285 0.72 $45,000 $213,568 $258,568 $336,483 ROW: 2.51 Ac. ROW: $116,376 $452,860
286 0.71 $45,000 $232,380 $277,380
287 0.64 $45,000 $255,809 $300,809
288 0.59 $45,000 $281,683 $326,683
290 0.55 545,000 $260,938 $305,938
291 1.05 $45,000 $265,939 $310,939
293 0.53 $45,000 $280,461 $325,461
294 0.48 $45,000 $280,461 $379,881
295 0.48 $45,000 $334,881 $282,353
296 0.66 $45,000 $237,353 $297,087
298 0.17 $0 $0 $0
299 1.31 $45,000 $284,742 $329,742
300 0.49 $45,000 $222,956 $267,956
301 0.76 $45,000 $233,149 $278,149
302 0.8 $45,000 $261,726 $306,726
303 0.55 $45,000 $218,547 $263,547
304 0.68 $45,000 $262,570 $307,570
305 0.85 $40,691 $235,279 $275,970
307 0.72 $2,000 $6,900 $8,900
335 14.35 $280,368 $0 $280,368
336 3.92 $99,474 $0 $99,474
L4 337 5.02 $111,501 $0 $111,501 $122,146 ROW: 0.7 Ac. ROW: $17,392 $139,538
338 21.63 $475,171 $0 $475,171
339 1.79 $26,545 $0 $26,545
LS 306 1.06 $41,355 $320,028 $361,383 $49,361 ROW: 0.18 Ac. ROW: $8,617 $57,978
M1 343 4.02 $81,233 $0 $81,233 $zg0,063 ROW: 1.76 Ac. ROW: $27,844 $307,907
344 15.24 $290,100 $0 $290,100
340 7.1 5139,255 $0 $139,255
M2 341 12.08 $312,958 $0 $312,958 $506,675 ROW: 4.29 Ac. ROW: $100,342 $607,017
342 49.27 $1,126,127 $0 $1,126,127
N1 348 8.99 $194,284 $233,093 $427,377 $127,349 ROW: 0.8 Ac. ROW: $20,800 $148,149
MAY 2017 34 COMPLETE 540

SERVICE ROAD STUDY
TABLE 4-1: COST COMPARISON
Service Parcel AProx. Remnant Structure Cost Parcel Buyout Road ROW & Environmental
Road ID ID. Acreage Value ($) ($) ($) Construction Cost Total Cost ($)
Remaining $ Impact Cost ($)
351 8.15 $102,542 $0 $102,542 ROW: 5.22 Ac. ROW: $98,277
NZ 352 9.44 $175,760 $0 $175,760 $g50,152 Stream: 195 LF Stream: $115,830 $1,204,556
353 10.71 $213,885 $0 $213,885 Wetland: 0.44 Ac. Wetland: $40,297
355 20.61 $330,486 $0 $330,486
N3 354 1.4 $41,183 $93,592 $134,775 $216,348 ROW: 1.35 Ac. ROW: $38,880 $255,228
N3 & N4 355A 5.21 $83,544 $0 $83,544 $463,176 ROW: 2.50 Ac. ROW: $159,951 $623,128
372 9.27 $174,516 $0 $174,516
373 44.87 $499,107 $0 $499,107 ROW: 19.86 Ac. ROW: $281453
P1 374 79.75 $1,106,810 $0 $1,106,810 $5,804,023 Stream: 1188 LF Stream: $705,672 $6,841,519
375 58.62 $459,363 $0 $459,363 Wetland: 0.54 Ac. Wetland: $50,371
376 41.44 573,855 $0 $73,855
R-2829
Q1 379 59.06 $585,544 $0 $585,544 $z09,048 ROW: 0.31 Ac. ROW: $3966 $z96,768
379A 1.12 $12,320 $0 $12,320 Stream: 141 LF Streams: $83,754
Q2: Q2:
380 37.28 $538,631 $0 $538,631 Q2: $308,504 ROW: 1.52 Ac. ROW: $29,445 QZ: $416,927
Q2 or Q3 Stream: 116 LF Stream: $68,904
Wetland: 0.03 Ac. Wetland: $10,074
381 64.41 $920,548 $0 $920,548 Q3: $44,969 ROW40.03 Ac. ROW: $880 Q3: $45,849
3sz s.�z Sso,aoo So 5so,soo
383 1.18 $15,600 $0 $15,600
384 0.23 $10,800 $0 $10,800
3ss o.zn 51o,soo So S1o,soo
386 0.47 $11,880 $107,104 $118,984
3s� o.zz 51o,soo So S1o,soo
388 0.24 $6,000 $0 $6,000
389 0.24 $6,000 $0 $6,000
390 0.24 $12,000 $0 $12,000
391 0.46 $13,200 $111,915 $125,115
392 0.24 $12,000 $0 $12,000
393 0.23 $12,000 $0 $12,000
394 0.24 $12,000 $0 $12,000
395 0.24 $10,800 $0 $10,800
396 0.48 $11,880 $74,481 $86,361
397 0.96 $12,960 $73,537 $86,497
398 0.23 $7,200 SO $7,200
399 0.25 $7,200 $0 $7,200
400 0.24 $600 $0 $600
Q4 401 0.24 $600 $0 $600 $432,466 ROW: 2.9 Ac. ROW: $92,035 $524,501
noz o.zn S�,zoo So 5�,zoo
403 0.24 $7,200 $0 $7,200
4oa o.zs $�,zoo So $�,zoo
nos o.zs S�,zoo So S�,zoo
406 0.48 $10,800 $92,041 $102,841
no� o.zn S�,zoo So S�,zoo
nos o.zs S�,zoo So S�,Zoo
no9 o.zs S�,zoo So S�,zoo
nio o.zs $�,zoo So 5�,zoo
411 o.zs S�,zoo So S�,zoo
4iz o.z4 S�,zoo So $�,zoo
n13 o.z6 S�,zoo So S�,zoo
414 0.23 $7,200 $0 $7,200
41s o.z9 51z,000 So S1z,000
416 0.31 $12,000 $63,222 $75,222
n1� o.zn 51z,000 56o,s�s S�z,s�s
4is o.z4 $iz,000 So $iz,000
419 0.48 $13,200 $74,197 $87,397
MAY 2017 35 COMPLETE 540

SERVICE ROAD STUDY
TABLE 4-1: COST COMPARISON
Service Parcel AProx. Remnant Structure Cost Parcel Buyout Road
RoadlD ID. Acreage Value($) ($) ($) Construction Cost
Remaining ($)
420 0.48 $12,000 $101,429 $113,429
421 0.48 $12,000 $64,804 $76,804
422 0.96 $14,400 $72,314 $86,714
423 0.25 $12,000 $161,808 $173,808
nza o.zn Slz,000 So 51z,000
nzs o.n9 51z,000 So S1z,000
426 0.24 $12,000 $0 $12,000
427 0.24 $2,400 $0 $2,400
428 0.24 $2,400 $0 $2,400
429 0.24 $2,400 $0 $2,400
430 0.25 $2,400 $0 $2,400
431 0.24 $2,400 $0 $2,400
432 0.24 $6,000 $0 $6,000
433 0.24 $6,000 $0 $6,000
434 0.24 $6,000 $0 $6,000
43s o.ns 51s,000 So S1s,000
436 0.47 $13,200 $56,946 $70,146
437 0.49 $12,000 $57,697 $69,697
438 0.72 $14,400 $36,909 $51,309
439 0.48 $18,000 $51,423 $69,423
440 0.24 $12,000 $0 $12,000
na1 o.zn 51z,000 So S1z,000
442 0.48 $13,200 $55,130 $68,330
443 0.25 $12,000 $0 $12,000
444 0.25 $6,000 $0 $6,000
445 0.24 $12,000 $72,497 $84,497
446 0.24 $12,000 $0 $12,000
447 0.24 $12,000 $0 $12,000
448 0.25 $6,000 $0 $6,000
449 0.49 $13,200 $65,568 $78,768
Q4 450 0.5 $21,600 $121,525 $143,125 $432,466
ns1 o.zn 51z,000 So S1z,000
452 0.25 $12,000 $0 $12,000
ns3 o.zs 51z,000 So S1z,000
454 0.24 $12,000 $0 $12,000
nss o.zn 51z,000 So S1z,000
456 0.29 $12,000 $0 $12,000
ns� o.zs 51z,000 So S1z,000
458 0.23 $12,000 $0 $12,000
ns9 o.z4 51z,000 So S1z,000
460 0.24 56,000 $0 $6,000
461 0.25 $6,000 $0 $6,000
462 0.25 $6,000 $0 $6,000
463 0.27 $6,000 $0 $6,000
464 0.25 $3,600 $0 $3,600
465 0.26 $3,600 $0 $3,600
466 0.27 $3,600 $0 $3,600
467 0.28 $600 $0 $600
468 0.24 $4,200 $0 $4,200
469 0.24 $3,000 $0 $3,000
470 0.23 $3,600 $0 $3,600
471 0.23 $9,600 $0 $9,600
472 0.81 $14,400 $60,582 $74,982
473 0.64 $13,200 $97,469 $110,669
474 0.64 $13,200 $0 $13,200
n�s o.zs 51z,000 So S1z,000
o.zs 51z,000 So S1z,000
o.zs Slz,000 So $iz,000
0.47 $13,200 $55,591 $68,791
0.51 $13,200 $77,656 $90,856
ROW & Environmental
Total Cost ($)
Impact Cost ($)
ROW: 2.9 Ac. � ROW: $92,035 � $524,501
MAY 2017 36 COMPLETE 540

SERVICE ROAD STUDY
TABLE 4-1: COST COMPARISON
Service Parcel AProx. Remnant Structure Cost Parcel Buyout Road ROW & Environmental
Road ID ID. Acreage Value ($) ($) ($) Construction Cost Total Cost ($)
Remaining ($) Impact Cost ($)
481 0.48 $13,200 $0 $13,200
482 0.45 $13,200 $131,950 $145,150
483 0.48 $13,200 $89,711 $102,911
484 0.26 $5,400 $0 $5,400
485 0.24 $5,400 $0 $5,400
486 0.24 $10,800 $0 $10,800
ns� o.z Slo,aoo So 51o,soo
nss o.zn 51o,soo So S1o,soo
489 0.25 $12,000 $0 $12,000
490 0.26 $12,000 $74,403 $86,403
491 0.26 $12,000 $0 $12,000
492 0.5 $11,880 $107,447 $119,327
493 0.48 $11,880 $52,230 $64,110
n9a o.zn S�,zoo So S�,zoo
n9s o.z� S�,zoo So 5�,zoo
496 0.23 $7,200 $0 $7,200
497 0.24 $7,200 $0 $7,200
498 0.79 $14,400 $171,802 $186,202
498A o.zs Slz,000 So $iz,000
499 0.32 $12,000 $0 $12,000
soo 0.3 $�,zoo So $�,zoo
so1 o.z3 Ss,aoo So Ss,noo
502 0.26 $5,400 $0 $5,400
503 0.26 $5,400 $0 $5,400
504 0.24 $5,400 $0 $5,400
sos o.zz Ss,aoo So Ss,noo
506 0.33 $5,400 $0 $5,400
so� o.zn S�,zoo So S�,zoo
sos o.z4 S�,zoo So $�,zoo
Q4 509 0.25 $7,200 $0 $7,200 5432,466 ROW: 2.9 Ac. ROW: $92,035 $524,501
510 0.22 $4,800 $0 $4,800
s1i o.z3 Sa,soo So Sn,soo
512 0.49 513,200 $140,686 $153,886
s13 o.zs 51z,000 So S1z,000
514 0.48 $11,880 $129,789 $141,669
s1s o.zn 51o,soo So S1o,soo
516 o.zz Slo,aoo So $so,soo
s1� o.z3 51o,soo So S1o,soo
518 0.24 $10,800 $109,938 $120,738
s19 o.zs 51o,aoo So S1o,soo
szo o.3i S�,zoo So $�,zoo
sz1 o.3z S�,zoo So S�,zoo
522 0.48 $11,880 $82,922 $94,802
523 0.48 $11,880 $0 $11,880
sza o.2n Slo,aoo So 51o,soo
szs o.zn 51o,soo So S1o,soo
526 0.49 $10,800 $123,611 $134,411
sz� o.zs 51o,soo So S1o,soo
szs o.zn Slo,aoo So 51o,soo
sz9 o.0 51o,aoo So S1o,soo
530 0.23 $7,200 $0 $7,200
s31 o.zs S�,zoo So S�,zoo
ssz o.zs S�,zoo So 5�,200
533 0.29 $12,000 $0 $12,000
534 0.25 $12,000 $0 $12,000
535 0.45 $13,200 $47,708 $60,908
536 0.47 $13,200 $0 $13,200
s3� o.z4 51z,000 So S1z,000
538 0.24 512,000 $0 $12,000
QS 539 1.23 $33,825 $0 $33,825 $147,692 ROW: 0.56 Ac. ROW: $12,600 $252,956
Stream: 156 LF Stream: $92,664
MAY 2017 37 COMPLETE 540

SERVICE ROAD STUDY
TABLE 4-1: COST COMPARISON
Service Parcel AProx. Remnant Structure Cost Parcel Buyout Road ROW & Environmental
Road ID ID. Acreage Value ($) ($) ($) Construction Cost Total Cost ($)
Remaining $ Impact Cost ($)
545A 0 $0 $0 $� ROW: 2.25 Ac. ROW: $22,680
R1 546A 0.22 $3,300 $0 $3,300 $zg5,683 Stream: 449 lF Stream: $266,706 $595,143
547A 2.39 $35,116 $63,821 $98,937 Wetland: 0.05 Ac. Wetland: $10,074
snsa 1.91 Sz�,as� So Sz�,ss�
541 2.95 $65,259 $203,930 $269,189
snia 033 Ss,zso So Ss,zso
5416 1.85 $50,875 $0 $50,875
541C 2 $55,000 $142,317 $197,317
541D 2.02 $55,300 $0 $55,300
541E 1.81 $56,200 $187,702 $243,902
541F 4.28 $89,200 $206,139 $295,339 ROW: 12.01 Ac. ROW: $194,159
R2 542 235 $60,250 $0 $60,250 $2,159,251 Stream: 386 LF Stream: $229,284 $2,606,261
543 28.07 $374,650 $255,558 $630,208 Wetland: 0.05 Ac. Wetland: $10,074
544 4.98 $139,500 $246,973 $386,473
545 44.78 $668,439 $0 $668,439
546 10.68 $160,200 $32,450 $192,650
547 3.81 $55,979 $0 $55,979
548 9.11 $133,009 $8,050 $141,059
549 5.54 $68,966 $0 $68,966
S1 552 3.88 $77,712 $0 $77,712 $382,846 ROW: 2.18 Ac. ROW: $42,993 $425,839
SZ 560 22.37 $328,694 $0 $328,694 $707,268 ROW: 3.33 Ac. ROW: $150,011 $857,280
560B 4.71 $205,725 $1,853,481 $2,059,206
556 5.83 $1,142,796 $2,108,619 $3,251,415
S3 557 4.67 $223,170 $32,900 $256,070 $z37,324 ROW: 1.22 Ac. ROW: $31,720 $269,044
558 28.27 $1,125,106 $0 $1,125,106
559 3.57 $166,177 $0 $166,177
S4 561 19.63 $279,514 $0 $279,514 $783,363 ROW: 3.69 Ac. ROW: $55,016 $1,001,135
Stream: 274 LF Stream: $162,756
Tl 564 90.43 $2,351,180 $0 $2,351,180 $113,547 ROW: 0.59 Ac. ROW: $12,617 $126,164
TZ 570 1.12 $31,360 $0 $31,360 $zq1,648 ROW: 1.49 Ac. ROW: $28,762 $270,410
571 3.23 $85,165 $22,996 $108,161
T3 565 29.58 $307,784 $100 $307,884 $307,053 ROW: 1.92 Ac. ROW: $38,220 $345,274
T4 566 2.52 $68,088 $19,671 $87,759 $239,965 ROW: 1.41 Ac. ROW: $29,312 $269,277
575 37.97 $654,535 $0 $654,535
U1 & U2 576 12.6 $222,571 $0 $222,571 $500,670 ROW: 3.07 Ac. ROW: $71,291 $571,962
579A 6.83 $115,617 $0 $115,617
577 12.27 $283,065 $0 $283,065 ROW: 433 Ac. ROW: $81,574
U3 578 2.72 $70,272 $0 $70,272 $815,894 Streams: 461 LF Stream: $273,834 $1,171,302
579 12.02 $203,472 $0 $203,472
580 64.14 $1,268,285 $0 $1,268,285 ROW: 4.17 Ac. ROW: $132,138
U4 581 5.56 $127,690 $0 $127,690 $620,072 Stream: 123 LF Stream: $73,062 $855,494
Wetland: 0.37 Ac. Wetland: $30,223
585 8.47 $165,194 $0 $165,194
V1 $182,325 ROW: 0.97 Ac. ROW: $14,769 $197,094
587 9.27 $284,662 $0 $251,314
V2 586A 3.65 $112,084 $0 $112,084 $109,050 ROW: 0.55 Ac. ROW: $10,839 $180,477
Stream: 102 LF Stream: $60,588
588 0.7 $40,000 $30,951 $70,951
589 1.09 $40,000 $0 $40,000
590 0.82 $40,000 $0 $40,000 ROW: 0.69 Ac. ROW: $37,637
V3 591 0.92 $40,000 $29,825 $69,825 $390,290 Wetland: 0.01 Ac. Wetland: $10,074 $438,001
592 0.89 $40,000 $500 $40,500
593 0.87 $40,000 $58,252 $98,252
594 0.84 $40,000 $7,830 $47,830
595 0.75 $40,000 $40,572 $80,572
MAY 2017 38 COMPLETE 540

SERVICE ROAD STUDY
��:����] 111 1�►1�7_��[�]►[�
The analysis conducted and summarized in Section 2 through Section 5 was used to further refine the design for
some service roads. It should be noted that NCTA may elect to further modify the layout and design of the
service roads based on potential cost and material savings or to suit modifications requested by individual land-
locked property owners. Some service roads would require merging two neighborhoods which may not be
preferred by affected homeowners. If the service road was built off of a neighborhood road, NCDOT would be
required to take over maintenance of the neighborhood roads leading up to the service road. The cost of the
maintenance was not included in the cost comparison or summary.
Table 5-1 was developed based on additional design details for each service road. To facilitate a comparison,
the cost to purchase the properties and the total cost to provide a service road are listed in bold text. The roads
that did not prove to be cost effective in this study were highlighted in red.
TABLE 5-1: COST SUMMARY
Service Parcel I.D. Purchase Road Cost Environmental ROW Total Cost
Road ID Cost Cost Cost
D1 6 $242,789 $270,792 $0 $103,973 $374,765
E1 & E2 14-173 $7,146,845 $1,252,448 $0 $399,455 $1,651,903
E3 & E4 14-173 $7,146,845 $455,956 $0 $208,198 $664,155
G1 177 $429,433 $111,969 $121,723 $10,222 $243,913
G2 178-193, 193A $3,542,210 $113,955 $0 $11,577 $125,532
G3 178-199 $4,493,277 $684,787 $33,858 $596,960 $1,315,605
G4 200-204 $851,725 $499,088 $0 $370,512 $869,600
G5 178-193, 193A $3,542,210 $140,622 $0 $32,020 $172,642
H1 217-228, 230, 231 $2,505,961 $266,219 $0 $91,757 $357,976
H2 211-214 $301,274 $421,185 $0 $210,729 $631,914
H3 237 $155,664 $233,859 $0 $83,780 $317,638
11 243-244 $625,830 $471,135 $30,223 $129,993 $631,351
12 245-251, 244A $1,716,390 $242,368 $0 $78,705 $321,073
J1 260 $440,061 $56,412 $68,310 $4,766 $129,488
K1 261-263 $345,914 $708,012 $10,074 $32,849 $750,936
L1 266 $481,034 $67,832 $0 $6,136 $73,969
L2 & 308-310 $650,604 $139,153 $0 $17,069 $156,222
L2A
L3 267-307 $10,711,780 $336,483 $0 $116,376 $452,860
L4 335-339 $993,060 $122,146 $0 $17,392 $139,538
L5 306 $361,383 $49,361 $0 $8,617 $57,978
M1 343-344 $371,333 $280,063 $0 $27,844 $307,907
M2 340-342 $1,578,341 $506,675 $0 $100,342 $607,017
N1 348 $427,377 $127,349 $0 $20,800 $148,149
N2 351-353, 355 $822,673 $950,152 $156,127 $98,277 $1,204,556
MAY 2017 39 COMPLETE 540

SERVICE ROAD STUDY
Service Parcel I.D. Purchase Road Cost Environmental ROW Total Cost
Road ID Cost Cost Cost
N3 354 $134,775 $216,348 $0 $38,880 $255,228
N3 & N4 354, 355A $83,544 $463,176 $0 $159,951 $623,128
P1 372-376, 379, 379A $2,313,651 $5,804,023 $756,043 $281,453 $6,841,519
Q1 379, 379A $597,864 $209,048 $83,754 $3,966 $296,768
Q2 380-381 $1,459,178 $308,504 $78,978 $29,445 $416,927
Q3 380-381 $1,459,178 $44,969 $0 $880 $45,849
Q4 382-538 $4,931,884 $432,466 $0 $92,035 $524,501
Q5 539 $33,825 $147,692 $92,664 $12,600 $252,956
R1 545A, 546A, 547A, $130,123 $295,683 $276,780 $22,680 $595,143
548A
R2 541, 541549 1F, 542- $3,324,196 $2,159,251 $239,358 $207,652 $2,606,261
S1 552 $77,712 $382,846 $0 $42,993 $425,839
S2 560, 560B $2,387,900 $707,268 $0 $150,011 $857,280
S3 556-559 $4,798,768 $237,324 $0 $31,720 $269,044
S4 561 $279,514 $783,363 $162,756 $55,016 $1,001,135
T1 564 $2,351,180 $113,547 $0 $12,617 $126,164
T2 570-571 $139,521 $241,648 $0 $28,762 $270,410
T3 565 $307,884 $307,053 $0 $38,220 $345,274
T4 566 $87,759 $239,965 $0 $29,312 $269,277
U1 & U2 575-576, 279A $992,723 $500,670 $0 $71,291 $571,962
U3 577-579 $556,809 $815,894 $273,834 $81,574 $1,171,302
U4 580-581 $1,395,976 $620,072 $103,285 $132,138 $855,494
V1 585, 586A $416,508 $182,325 $0 $14,769 $197,094
V2 587 $112,084 $109,050 $60,588 $10,839 $180,477
V3 588-595 $487,930 $390,290 $10,074 $37,637 $438,001
V4 582, 583, 586 $300,037 $89,795 $0 $84,213 $174,009
Table 5-1 represents the viability of each service road based on cost alone, but there are additional factors that
will play a role in which service roads will be recommended for construction. For example, G2 is the most cost
effective between the three options for the area, but would require NCDOT to take over maintenance of the
most neighborhood roads. G3 is the move expensive of the three, but impacts the shortest length of
neighborhood roads. G3 also would change the access point for parcels 196 through 199 to the back of the
home making them less desirable and would potentially decrease their property value.
As mentioned in Section 3, some service roads would require another service road to be built first. In these
scenarios, each service road was analyzed separately. For example, construction of V2 would require V1 to be
built first. Because only the V1 portion was cost effective, the two roads were not analyzed together.
Another factor that may sway the service road recommendations is consideration for mitigation sites. Although
some service roads may be cost effective, it's possible that the affected parcels could still be bought out to use
MAY 2017 40 COMPLETE 540

SERVICE ROAD STUDY
as mitigation sites for the Complete 540 project. Service road P1 did not prove to be cost effective, but the
associated parcels provide a good example for eligible mitigation sites. Due to the conservation efforts to Swift
Creek and the contributions it makes to the dwarf wedge mussel habitat, any property acquisitions in area P
(Parcels 372-376, 379, and 379A) should be considered for conservation sites to reduce potential increases in
impervious surface.
The final recommendations are listed in Table 5-2 along with the amount saved by constructing the service
road(s) listed in bold. In scenarios where it was required to build one service road in order to build another, both
roads were analyzed together.
TABLE 5-2: FINAL SERVICE ROAD RECOMMENDATIONS
TIP # Appendix Service Road ID No Build Cost Build Cost Delta
B Figure #
R-2721 B-2C E1, E2, E3 & E4 $7,146,845 $2,316,057 $4,830,787
B-3A G1 & G2 $3,971,643 $369,445 $3,602,197
B-5 H1 $2,505,961 $357,976 $2,147,984
B-6 H2 $301,274 $631,914 -$330,641
B-7 11 $625,830 $631,351 -$5,521
B-9 12 $1,716,390 $321,073 $1,395,317
B-10 J1 $440,061 $129,488 $310,574
R-2828 B-12 L1 $481,034 $73,969 $407,065
B-13 L2 & L2A $650,604 $156,222 $494,382
B-14 L3 & L5 $11,073,163 $510,838 $10,562,325
B-15 L4 $993,060 $139,538 $853,522
B-17 M1 $371,333 $307,907 $63,426
B-16 M2 $1,578,341 $607,017 $971,324
B-18 N1 $427,377 $148,149 $279,229
R-2829 B-22 Q1 $597,864 $296,768 $301,096
B-23B Q3 $1,459,178 $45,849 $1,413,329
B-24 Q4 $4,931,884 $524,501 $4,407,383
B-26 R2 $3,324,196 $2,606,261 $717,935
B-28 S2 $2,387,900 $857,280 $1,530,620
B-29 S3 $4,798,768 $269,044 $4,529,725
B-31 T1 $2,351,180 $126,164 $2,225,016
B-35 U1 & U2 $992,723 $571,962 $420,762
B-37 U4 $1,395,976 $855,494 $540,481
B-38A V1 $416,508 $197,094 $219,414
B-40 V3 $487,930 $438,001 $49,929
B-39 V4 $300,037 $174,009 $126,029
Because some areas had more than one option, not all roads were recommended even though they proved to
be cost effective. If each option was cost effective, the one that costed the least per parcel saved was chosen
MAY 2017 41 COMPLETE 540

SERVICE ROAD STUDY
with the exception of Area E. In Area E, both road options were recommended to move forward due to the large
number of parcels the roads would be serving. E3 and E4 were the most cost effective per parcel, but did not
allow left turns into the subdivision. E1 and E2 are on Holly Springs' Long Range Transportation Plan and would
allow all traffic movements to and from the subdivision. Table 5-2 shows the build cost of E1, E2, E3, and E4 all
together compared to the total parcel buyout cost, and was still found to be cost effective.
Service Road H2 had a negative cost delta, but was still recommended for detour purposes. H2 will provide
access to the southern portion of Deer Meadow Dr. during the construction of the bridge along Deer Meadow.
Service road 11 also had a negative cost delta, but because the delta was so small, it was still recommended.
MAY 2017 42 COMPLETE 540

APPENDIX A
Property Access Figures
APRIL 2017 COMPLETE 540

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COMPLETE 540 � Ponds
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Figure: A-28
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;" � Turnpike Aut�ority �� '�;� � n t all St dy d Right Of Way Surveyed
0 � Ponds PROPERTYACCESS
COMPLETE 540 NOTTO SCALE ;. �, SlopeStakes Parcels
Roads
TIP R-2721/R-2828/R-2829 ,�, Roadway Q Bridges Area: V Figure: A-39
\A/aka an�l .Inhnctnn [�ni intiac s���r�o� �ni�Uo R JnhneTnn ����.,r�o� r_ic � Desian —� Railroad

APPENDIX B
Service Road Designs
APRIL 2017 COMPLETE 540

,'�Area A /
Area B
t -��
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B=1�i
Area D
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�- � Borders
�� 7urnpike Authnrety '��� Landlocked
COMPLETE 540. NOT To sca�E � gorders Parcels
TIP R-2721/R-2828/R-2829 � Right Of
\A/oleo onrJ Inhnetnn ('ni intioe c,..,...,.... �ni..i.,. o i,.h.,..�,.., r,....,�:.... r_ic WaY
Area J
J Area K
.
B=11
SERVICE ROAD STUDY
APPENDIX B
Figure Index 1 of 3

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401 I �
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.
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n I
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70 �
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Area SR Route
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� 7urnpike Authnrety �'��� Landlocked APPENDIX B
COMPLETE 540 NOT To sca�E � gorders Parcels
TIP R-2721/R-2828/R-2829 � Right Of Figure Index 2 of 3
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B-26
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B-2�7
B-28 B-
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S��t � _
oC��" ��
�
�• n H i�; c; H�: i � N a T' PRELIMINARY : SUBJECT TO CHANGE
� 7urnpike Authnrety �'$��
COMPLETE 540 �� NOT TO SCALE
TI P R-2721 /R-2828/R-2829
Wake and Johnston Counties Sources: Wake & Johnston Counties GIS
�
�
Area T
-33
� �
Area SR Route
Borders
Landlocked
�Figure Parcels
Borders
�Right Of
Way
Area U �
p D �
8-35 Area V
Bs40
B-3�8A
B-37 B�38B
4 B-36
SERVICE ROAD STUDY
APPENDIX B
Figure Index 3 of 3

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47 65 ,%` 71 79 82 �
64 72 81 84 � 101
48 � ` 85
63 62 73 60 83
49 59 .. 86 100
50 i 61 57 58 �.. ' 99 97 87
88
51 55 56 , 96 89 90
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� 98 ,,
52 ' 53 94
93 92 �1
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NOATH� CAROLONA. ���f ��
;� � Turnpik+� Autharity �-�^�s'
COMPLETE 540
TI P R-2721 /R-2828/R-2829
Wake and Johnston Counties
,
PRELIMINARY : SUBJECT TO CHANGE
NOT TO SCALE
Source: Wake & Johnston Counties GIS
�A�er' og�i'd, IGN, IGP, swisstopo, and the GIS�UseraC'ommunity' -'- `' - `-" �� �
Access � Slope Stakes � Bridges SERVICE ROAD STUDY
NoAccess � Roadway � Surveyed pROPERTYACCESS
� Design Wetlands
Roads Q Right Of Way � Surveyed
Ponds Service Road: Figure:
Streams parcels E1 & E2 B-2A
+— Railroad

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COMPLETE 540
TI P R-2721 /R-2828/R-2829
Wake and Johnston Counties
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64 _ - 81 s'' 84 101
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51 55 56 , `96 ` $� gp
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� Design Wetlands
NOT TO SCALE
Roads Q Right Of Way � Surveyed
Ponds Service Road: Figure:
Streams parcels 1 E2 E3 & E B-2C
Source: Wake & Johnston Counties GIS —H— Railfoad > > >

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COMPLETE 540 NOT To sca�E
Roads Right Of Way Surveyed
� Ponds Service Road: Figure:
TI P R-2721 /R-2828/R-2829 Streams parcels H 1 B-5
Wake and Johnston Counties Source: Wake & Johnston Counties GIS � Railroad

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i NONrw caeo�or�n �A '�a PRELIMINARY:SUBJECTTOCHANGE � P � 9 SERVICE ROAD STUDY
;� � Turnpik+� Aut#�arity �� NoAccess � Roadway � Surveyed pROPERTY ACCESS
��� � Design Wetlands
COMPLETE 540 NOTTO SCALE
Roads Right Of Way Surveyed
TIP R-2721/R-2828/R-2829 Streams � Ponds Service Road: Figure:
Wake and Johnston Counties Source: Wake & Johnston Counties GIS Parcels +_ Railfoad H3 B-7

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� NOATH� CAROLONp. �A PRELIMINARY:SUBJECTTOCHANGE � � P � 9 SERVICE ROAD STUDY
� � Roadwa Surve ed
;� � Turnpik+� Autharity �' NoAccess = Design y � Wetlands PROPERTY ACCESS
NOT TO SCALE
COMPLETE 540 Roads RightOfWay Surveyed
TIP R-2721/R-2828/R-2829 Streams � � Ponds Service Road: Figure:
Wake and Johnston Counties Source: Wake & Johnston Counties GIS Parcels +_ Railfoad K1 8-11

a
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� NOATH� CAROLONA. ,�� w�
;� � Turnpik+� Autharity �'�
�,�
COMPLETE 540
TI P R-2721 /R-2828/R-2829
Wake and Johnston Counties
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PRELIMINARY : SUBJECT TO CHANGE
NOT TO SCALE
Source: Wake & Johnston Counties GIS
sri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus'DS, USpA, USGS, AEX,
ing, Aerogrid, IGN, IGP, swisstopo, and the GIS User Communit�y
n��es5 -- �; siope stakes � Bridges SERVICE ROAD STUDY
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� Design Wetlands
Roads Right Of Way Surveyed
� Ponds Service Road: Figure:
Streams parcels L3 & L5 B-14
+— Railroad

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COMPLETE 540 NOTTO SCALE
Roads Right Of Way Surveyed
TIP R-2721/R-2828/R-2829 Streams � Ponds Service Road: Figure:
Wake and Johnston Counties Source: Wake & Johnston Counties GIS Parcels +_ Railfoad L4 8-15

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COMPLETE 540 NOTTO SCALE
Roads Right Of Way Surveyed
TIP R-2721/R-2828/R-2829 Streams � Ponds ervice Road: Figure:
Wake and Johnston Counties Source: Wake & Johnston Counties GIS Parcels +_ Railfoad N1 B-� $

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TI P R-2721 /R-2828/R-2829
Wake and Johnston Counties Source: Wake & Johnston Counties GIS
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COMPLETE 540 NOTTO SCALE
Roads Right Of Way Surveyed
TIP R-2721/R-2828/R-2829 Streams � Ponds ervice Road: Figure:
Wake and Johnston Counties Source: Wake & Johnston Counties GIS Parcels +_ Railfoad Q4 & Q5 8-24

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COMPLETE 540
TI P R-2721 /R-2828/R-2829
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Roads Right Of Way Surveyed
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COMPLETE 540 NOT TO SCALE
Roads Right Of Way Surveyed
� Ponds Service Road: Figure:
TI P R-2721 /R-2828/R-2829 Streams parcels V1 & V2 B-38B
Wake and Johnston Counties Source: Wake & Johnston Counties GIS � Railfoad

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NOT TO SCALE
Roads Right Of Way Surveyed
� Ponds Service Road: Figure:
Streams Parcels V4 B-39
Source: Wake & Johnston Counties GIS � Railfoad

APPENDIX C
Cost Estimates
APRIL 2017 COMPLETE 540

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD D1
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.3 AC $ 20,000.00 $ 6,000.00
UNCLASSIFIED EXCAVATION 2,711 CY $ 5.00 $ 13,555.00
BORROW 87 CY $ 5.00 $ 435.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.17 MILES $ 150,000.00 $ 25,500.00
FINE GRADING 3,450 SY $ 2.00 $ 6,900.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 1,800 SY $ 45.00 $ 81,000.00
PAVEMENT RESURFACING SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 1,980 SY $ 6.00 $ 11,880.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.94 ACRES $ 14,600.00 $ 13,724.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.17 MILES $ 20,000.00 $ 3,400.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL) $ -
MISC. & MOB (45% FUNCTIONAL $ 73,077.30
Contract Cost .............. ........... .............. $ 235,47130
E. & C. 15% .............. ........... .............. $ 35,320.70
Construction Cost .............. ........... .............. $ 270,792.00
ROW Cost .............. ......... 1.6 Acres $ 103,972.89
Stream Impact Cost .............. ......... 0 LF
Wetland Impact Cost .............. ......... 0 Acres
Total Cost .............. ......... $ 374,764.88
Property Aquistion Cost if not constructed $ 242,788.64
Amount saved by construction service Road $ -
Addirional Cost of Service Road $ 131,976.24

SERVICE ROAD CONSTRUCTION COST
SERVICE ROADS E1 & E2
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 1.6 AC $ 20,000.00 $ 32,000.00
UNCLASSIFIED EXCAVATION 6,700 CY $ 5.00 $ 33,500.00
BORROW 850 CY $ 5.00 $ 4,250.00
DRAINAGE NEW LOCATION - 2 LANE CURB & GUTTER 0.31 MILES $ 150,000.00 $ 46,500.00
FINE GRADING 6,850 SY $ 2.00 $ 13,700.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 7,230 SY $ 45.00 $ 325,350.00
PAVEMENT RESURFACING
SUBGRADE STABILIZATION 7,953 SY $ 6.00 $ 47,718.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER 3,230 LF $ 20.00 $ 64,600.00
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.86 ACRES $ 14,600.00 $ 12,556.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL 1 EA $ 120,000.00 $ 120,000.00
TRAFFIC CONTROL 0.31 MILES $ 20,000.00 $ 6,200.00
THERMO AND MARKERS 031 MILES $ 15,000.00 $ 4,650.00
BUILDING REMOVAL - LARGE 1 EA $ 50,000.00 $ 50,000.00
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL) $ 328,060.80
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
. ......... ..............
. ......... ..............
. ......... 2.73 Acres
. ......... 0 LF
. ......... 0 Acres
$ 1,089,084.80
$ 163,362.72
$ 1,252,447.52
$ 399,45515
$ 1,651,902.67
$ 7,146,844.56
$ 5,494,941.89
$ -

SERVICE ROAD CONSTRUCTION COST
SERVICE ROADS E3 & E4
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.9 AC $ 20,000.00 $ 18,000.00
UNCLASSIFIED EXCAVATION 3,050 CY $ 5.00 $ 15,250.00
BORROW 281 CY $ 5.00 $ 1,405.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.19 MILES $ 150,000.00 $ 28,500.00
FINE GRADING 2,760 SY $ 2.00 $ 5,520.00
PAVEMENT WIDENING
NEW PAVEMENT 2,310 SY $ 45.00 � 103,950.00
PAVEMENT RESURFACING 1,120 SY $ 12.00 $ 13,440.00
SUBGRADE STABILIZATION 2,541 SY $ 6.00 $ 15,246.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES LF $ -
7" MONOLITHIC ISLANDS LF $ -
EROSION CONTROL 1.06 ACRES $ 14,600.00 $ 15,476.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 019 MILES $ 20,000.00 $ 3,800.00
THERMO AND MARKERS 0.19 MILES $ 15,000.00 � 2,850.00
BUILDING REMOVAL - LARGE 1 EA $ 50,000.00 � 50,000.00
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 123,046.65
Contract Cost .............. .
E. & C. 15% .............. .
Construction Cost .............. .
ROW Cost ..............
Stream Impact Cost ..............
Wetland Impact Cost ..............
Total Cost ..............
Properry Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
$ 396,483.65
$ 59,472.55
$ 455,956.20
$ 208,198.31
$ 664,154.51
7,146,844.56
6,482,690.05

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD G1
Sec
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.6 AC $ 20,000.00 $ 12,000.00
UNCLASSIFIED EXCAVATION 545 CY $ 5.00 $ 2,725.00
BORROW 201 CY $ 5.00 $ 1,005.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.06 MILES $ 150,000.00 $ 9,000.00
FINE GRADING 1,240 SY $ 2.00 � 2,480.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 680 SY $ 45.00 $ 30,600.00
PAVEMENT RESURFACING SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 748 SY $ 6.00 $ 4,488.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.25 ACRES $ 14,600.00 $ 3,650.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.06 MILES $ 20,000.00 $ 1,200.00
THERMO AND MARKERS MILES � -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 30,216.60
Contract Cost .............. ......... ..............
E.&C.15% .............. ......... ..............
Construction Cost .............. ......... ..............
ROW Cost .............. ......... 0.23 Acres
Stream Impact Cost .............. ......... 171 LF
Wetland Impact Cost .............. ......... 0.14 Acres
Total Cost .............. .........
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
$ 97,364.60
$ 14,604.69
$ 111,969.29
$ 10,221.67
$ 101,574.00
$ 20,148.50
$ 243,913.46
429,432.84
185,519.38

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD G2
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.4 AC $ 20,000.00 $ 8,000.00
UNCLASSIFIED EXCAVATION 1,337 CY $ 5.00 $ 6,685.00
BORROW 0 CY $ 5.00 $ -
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.06 MILE $ 150,000.00 $ 9,000.00
FINE GRADING 1,180 SY $ 2.00 $ 2,360.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 720 SY $ 45.00 $ 32,400.00
PAVEMENT RESURFACING SY $ -
SUBGRADE STABILIZATION 792 SY $ 6.00 $ 4,752.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.27 ACRES $ 14,600.00 $ 3,942.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL OA6 MILE $ 20,000.00 $ 1,200.00
THERMO AND MARKERS MILE $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 30,752.55
Contract Cost .............. ......... .............
E. & C. 15% .............. ......... .............
Construction Cost .............. ......... .............
ROW Cost .............. ......... O.11 Acres
Stream Impact Cost .............. ......... 0 LF
Wetland Impact Cost .............. ......... 0 Acres
Total Cost .............. .........
Properry Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
$ 99,091.55
$ 14,863.73
$ ll3,955.28
$ 11,576.66
$ 125,531.94
3,542,209.92
3,416,677.98

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD G3
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 1.8 AC $ 20,000.00 $ 36,000.00
UNCLASSIFIED EXCAVATION 6,973 CY $ 5.00 $ 34,865.00
BORROW 508 CY $ 5.00 $ 2,540.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.26 MILE $ 150,000.00 $ 39,000.00
FINE GRADING 5,280 SY $ 2.00 $ 10,560.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 3,430 SY $ 45.00 $ 154,350.00
PAVEMENT RESURFACING SY $ -
SUBGRADE STABILIZATION 3,773 SY $ 6.00 $ 22,638.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 036 ACRES $ 14,600.00 $ 5,256.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.26 MILE $ 20,000.00 $ 5,200.00
THERMO AND MARKERS MILE $ -
BUILDING REMOVAL - LARGE 2 EA $ 50,000.00 � 100,000.00
BUILDING REMOVAL - SMALL EA $ -
RCBC 2 6X5 P1 STA. 23+00.00 10 LF $ 32.50 $ 325.00
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL) $ 48.75
MISC. & MOB 45% FUNCTIONAL) $ 184,684.05
Contract Cost .............. ......... .............
E. & C. 15% .............. ......... .............
Construction Cost .............. ......... .............
ROW Cost .............. ......... 2.43 Acres
Stream Impact Cost .............. ......... 57 LF
Wetland Impact Cost .............. ......... 0 Acres
Total Cost .............. .........
Properry Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
$ 595,466.80
$ 89,320.02
$ 684,786.82
$ 596,960.21
$ 33,858.00
$ 1,315,605.03
4,493,276.61
3,177,671.58

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD G4
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 2.1 AC $ 20,000.00 $ 42,000.00
UNCLASSIFIED EXCAVATION 1,677 CY $ 5.00 $ 8,385.00
BORROW 4,772 CY $ 5.00 $ 23,860.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.27 MILES $ 150,000.00 $ 40,500.00
FINE GRADING 5,420 SY $ 2.00 $ 10,840.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 2,880 SY $ 45.00 $ 129,600.00
PAVEMENT RESURFACING SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 3,168 SY $ 6.00 $ 19,008.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 135 ACRES $ 14,600.00 $ 19,710.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.27 MILES $ 20,000.00 $ 5,400.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 134,686.35
Contract Cost .............. ......... ..............
E.&C.15% .............. ......... ..............
Construction Cost .............. ......... ..............
ROW Cost .............. ......... 2.62 Acres
Stream Impact Cost .............. ......... 0 LF
Wetland Impact Cost .............. ......... 0 Acres
Total Cost .............. .........
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
$ 433,98935
$ 65,098.40
$ 499,087.75
$ 370,512.08
$ 869,599.83
851,725.18
17,874.65

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD G5
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.5 AC $ 20,000.00 $ 10,000.00
UNCLASSIFIED EXCAVATION 887 CY $ 5.00 $ 4,435.00
BORROW 0 CY $ 5.00 $ -
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.07 MILE $ 150,000.00 $ 10,500.00
FINE GRADING 1,490 SY $ 2.00 � 2,980.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 970 SY $ 45.00 � 43,650.00
PAVEMENT RESURFACING SY $ -
SUBGRADE STABILIZATION 1,067 SY $ 6.00 $ 6,402.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 034 ACRES $ 14,600.00 $ 4,964.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.07 MILE $ 20,000.00 $ 1,400.00
THERMO AND MARKERS MILE $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 37,948.95
Contract Cost .............. ......... .............
E. & C. 15% .............. ......... .............
Construction Cost .............. ......... .............
ROW Cost .............. ......... 0.28 Acres
Stream Impact Cost .............. ......... 0 LF
Wetland Impact Cost .............. ......... 0 Acres
Total Cost .............. .........
Properry Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
$ 122,279.95
$ 18,341.99
$ 140,621.94
$ 32,020.23
$ 172,642.17
3,542,209.92
3,369,567.75

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD H1
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.90 AC $ 20,000.00 $ 18,000.00
UNCLASSIFIED EXCAVATION 3,749 CY $ 5.00 $ 18,745.00
BORROW 0 CY $ 5.00 $ -
DRAINAGE NEW LOCATION- 2 LANE SHOULDER SECTION 0.14 MILES $ 150,000.00 $ 21,164.77
FINE GRADING 2,450 SY $ 2.00 $ 4,900.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 1,510 SY $ 45.00 $ 67,950.00
PAVEMENT RESURFACING 320 SY $ 12.00 $ 3,840.00
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 1,661 SY $ 6.00 $ 9,966.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.84 ACRES $ 14,600.00 $ 12,264.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.14 MILES $ 20,000.00 $ 2,821.97
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL) $ 71,843.28
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
. ......... ..............
. ......... ..............
. ......... 138 ACRES
. ......... 0 LF
. ......... 0 Acres
$ 231,495.03
$ 34,724.25
$ 266,219.28
$ 91,756.94
$ 357,976.22
$ 2,505,960.52
$ 2,147,984.30
$ -

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD H2
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 1.40 AC $ 20,000.00 $ 28,000.00
UNCLASSIFIED EXCAVATION 919 CY $ 5.00 $ 4,595.00
BORROW 6,310 CY $ 5.00 $ 31,550.00
DRAINAGE NEW LOCATION- 2 LANE SHOULDER SECTION 0.18 MILES $ 150,000.00 $ 27,000.00
FINE GRADING 3,570 SY $ 2.00 $ 7,140.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 2,250 SY $ 45.00 $ 101,250.00
PAVEMENT RESURFACING SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 2,475 SY $ 6.00 $ 14,850.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 1.00 ACRES $ 14,600.00 $ 14,600.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.18 MILES $ 20,000.00 $ 3,600.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL 1 EA $ 20,000.00 $ 20,000.00
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL) $ 113,663.25
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
. ......... ..............
. ......... ..............
. ......... 2.00 ACRES
. ......... 0 LF
. ......... 0 Acres
$ 366,248.25
$ 54,937.24
$ 421,185.49
$ 210,728.85
$ 631,914.34
$ 301,273.62
$ -
$ 330,640.72

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD H3
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.80 AC $ 20,000.00 $ 16,000.00
UNCLASSIFIED EXCAVATION 1,916 CY $ 5.00 $ 9,580.00
BORROW 77 CY $ 5.00 $ 385.00
DRAINAGE NEW LOCATION- 2 LANE SHOULDER SECTION 0.13 MILES $ 150,000.00 $ 19,500.00
FINE GRADING 3,570 SY $ 2.00 $ 7,140.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 1,450 SY $ 45.00 $ 65,250.00
PAVEMENT RESURFACING SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 1,595 SY $ 6.00 $ 9,570.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.70 ACRES $ 14,600.00 $ 10,220.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.13 MILES $ 20,000.00 $ 2,600.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL) $ 63,110.25
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
. ......... ..............
. ......... ..............
. ......... 1.48 ACRES
. ......... 0 LF
. ......... 0 Acres
$ 203,355.25
$ 30,503.29
$ 233,858.54
$ 83,779.61
$ 317,63815
$ 155,663.90
$ -
$ 161,974.24

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD 11
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 1.30 AC $ 20,000.00 $ 26,000.00
UNCLASSIFIED EXCAVATION 1,915 CY $ 5.00 $ 9,575.00
BORROW 413 CY $ 5.00 $ 2,065.00
DRAINAGE NEW LOCATION- 2 LANE SHOULDER SECTION 0.30 MILES $ 150,000.00 $ 45,000.00
FINE GRADING 3,970 SY $ 2.00 $ 7,940.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 3,270 SY $ 45.00 $ 147,150.00
PAVEMENT RESURFACING SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 3,597 SY $ 6.00 $ 21,582.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 1.18 ACRES $ 14,600.00 $ 17,228.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.30 MILES $ 20,000.00 $ 6,000.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL) $ 127,143.00
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
. ......... ..............
. ......... ..............
. ......... 3.24 Acres
. ......... 0 LF
. ......... 036 Acres
$ 409,683.00
$ 61,452.45
$ 471,135.45
$ 129,992.87
$ 30,222.75
$ 631,351.07
$ 625,830.38
$ -
$ 5,520.69

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD 12
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.20 AC $ 20,000.00 $ 4,000.00
UNCLASSIFIED EXCAVATION 1,438 CY $ 5.00 $ 7,190.00
BORROW 0 CY $ 5.00 $ -
DRAINAGE NEW LOCATION- 2 LANE SHOULDER SECTION 0.18 MILES $ 150,000.00 $ 27,000.00
FINE GRADING 3,240 SY $ 2.00 $ 6,480.00
PAVEMENT WIDENING 330 SY $ 50.00 $ 16,500.00
NEW PAVEMENT 1,220 SY $ 45.00 $ 54,900.00
PAVEMENT RESURFACING 460 SY $ 12.00 $ 5,520.00
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 1,705 SY $ 6.00 $ 10,230.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.68 ACRES $ 14,600.00 $ 9,928.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.18 MILES $ 20,000.00 $ 3,600.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL) $ 65,406.60
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
. ......... ..............
. ......... ..............
. ......... 1.44 Acres
. ......... 0 LF
. ......... 0 Acres
$ 210,754.60
$ 31,613.19
$ 242,367.79
$ 78,705.26
$ 321,073.05
$ 1,716,390.28
$ 1,395,317.23
$ -

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD J1
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 03 AC $ 20,000.00 $ 6,000.00
UNCLASSIFIED EXCAVATION 468 CY $ 5.00 $ 2,340.00
BORROW 0 CY $ 5.00 $ -
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.03 MILES $ 150,000.00 $ 4,500.00
FINE GRADING 620 SY $ 2.00 � 1,240.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 340 SY $ 45.00 $ 15,300.00
PAVEMENT RESURFACING SY $ -
SUBGRADE STABILIZATION 374 SY $ 6.00 $ 2,244.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.11 ACRES $ 14,600.00 $ 1,606.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.03 MILES $ 20,000.00 $ 600.00
THERMO AND MARKERS MILES � -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 15,223.50
Contract Cost .............. ......... ..............
E.&C.15% .............. ......... ..............
Construction Cost .............. ......... ..............
ROW Cost .............. ......... 0.13 Acres
Stream Impact Cost .............. ......... 115 LF
Wetland Impact Cost .............. ......... 0 Acres
Total Cost .............. .........
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
$ 49,053.50
$ 7,358.03
$ 56,411.53
$ 4,766.18
$ 68,310.00
$ 129,487.70
440,061.40
310,573.70

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD K1
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 3.10 AC $ 20,000.00 $ 62,000.00
UNCLASSIFIED EXCAVATION 2,856 CY $ 5.00 $ 14,280.00
BORROW 1,985 CY $ 5.00 $ 9,925.00
DRAINAGE NEW LOCATION- 2 LANE SHOULDER SECTION 0.40 MILES $ 150,000.00 $ 60,000.00
FINE GRADING 8,180 SY $ 2.00 $ 16,360.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 4,360 SY $ 45.00 $ 196,200.00
PAVEMENT RESURFACING SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 4,796 SY $ 6.00 $ 28,776.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 1.99 ACRES $ 14,600.00 $ 29,054.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.40 MILES $ 20,000.00 $ 8,000.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL) $ -
MISC. & MOB (45% FUNCTIONAL $ 191,067.75
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Addirional Cost of Service Road
... ......... ..............
... ......... ..............
... ......... 4.01 ACRES
... ......... 0 LF
... ......... 0.05 Acres
$ 615,662.75
$ 92,349.41
$ 708,01216
$ 32,849.23
$ 10,074.25
$ 750,935.64
$ 345,91415
$ -
$ 405,021.48

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD L1
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.4 AC $ 20,000.00 $ 8,000.00
UNCLASSIFIED EXCAVATION 341 CY $ 5.00 $ 1,705.00
BORROW 108 CY $ 5.00 $ 540.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.03 MILE $ 150,000.00 $ 4,500.00
FINE GRADING 770 SY $ 2.00 $ 1,540.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 430 SY $ 45.00 $ 19,350.00
PAVEMENT RESURFACING SY $ -
SUBGRADE STABILIZATION 473 SY $ 6.00 $ 2,838.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.11 ACRES $ 14,600.00 $ 1,606.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.03 MILE $ 20,000.00 $ 600.00
THERMO AND MARKERS MILE $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 18,305.55
Contract Cost .............. ......... .............
E. & C. 15% .............. ......... .............
Construction Cost .............. ......... .............
ROW Cost .............. ......... 0.14 Acres
Stream Impact Cost .............. ......... 0 LF
Wetland Impact Cost .............. ......... 0 Acres
Total Cost .............. .........
Properry Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
$ 58,984.55
$ 8,847.68
� 67,832.23
$ 6,136.36
$ 73,968.60
481,033.91
407,065.31

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD L2 & L2A
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.1 AC $ 20,000.00 $ 2,000.00
UNCLASSIFIED EXCAVATION 609 CY $ 5.00 $ 3,045.00
BORROW 19 CY $ 5.00 $ 95.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.09 MILES $ 150,000.00 $ 13,500.00
FINE GRADING 1,860 SY $ 2.00 $ 3,720.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 1,050 SY $ 45.00 $ 47,250.00
PAVEMENT RESURFACING SY $ -
SUBGRADE STABILIZATION 1,155 SY $ 6.00 $ 6,930.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
ERROSION CONTROL 035 ACRES $ 14,600.00 $ 5,110.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.09 MILES $ 20,000.00 $ 1,800.00
THERMO AND MARKERS MILES � -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL F,A $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 37,552.50
Contract Cost .............. ......... ..............
E.&C.15% .............. ......... ..............
Construction Cost .............. ......... ..............
ROW Cost .............. ......... 0.80 Acres
Stream Impact Cost .............. ......... 0 LF
Wetland Impact Cost .............. ......... 0 Acres
Total Cost .............. .........
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
$ 121,002.50
$ 18,15038
$ 139,152.88
$ 17,069.14
$ 156,222.01
650,603.85
494,381.84

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD L3
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.2 AC $ 20,000.00 $ 4,000.00
UNCLASSIFIED EXCAVATION 2,480 CY $ 5.00 $ 12,400.00
BORROW 103 CY $ 5.00 $ 515.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.20 MILES $ 150,000.00 $ 30,000.00
FINE GRADING 3,870 SY $ 2.00 $ 7,740.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 2,430 SY $ 45.00 $ 109,350.00
PAVEMENT RESURFACING SY $ -
SUBGRADE STABILIZATION 2,673 SY $ 6.00 $ 16,038.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 1.01 ACRES $ 14,600.00 $ 14,746.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.20 MILES $ 20,000.00 $ 4,000.00
THERMO AND MARKERS 0.20 MILES $ 15,000.00 $ 3,000.00
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL F,A $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 90,805.05
Contract Cost .............. ......... ..............
E.&C.15% .............. ......... ..............
Construction Cost .............. ......... ..............
ROW Cost .............. ......... 2.51 Acres
Stream Impact Cost .............. ......... 0 LF
Wetland Impact Cost .............. ......... 0 Acres
Total Cost .............. .........
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
$ 292,594.05
$ 43,88911
� 336,483.16
$ ll6,376.45
$ 452,859.61
10,7ll,780.22
10,258,920.61

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD L4
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.0 AC $ -
UNCLASSIFIED EXCAVATION 1,009 CY $ 5.00 $ 5,045.00
BORROW 0 CY $ 5.00 $ -
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.08 MILES $ 150,000.00 $ 12,000.00
FINE GRADING 1,460 SY $ 2.00 $ 2,920.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 880 SY $ 45.00 $ 39,600.00
PAVEMENT RESURFACING SY $ -
SUBGRADE STABILIZATION 968 SY $ 6.00 $ 5,808.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.43 ACRES $ 14,600.00 $ 6,278.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.08 MILES $ 20,000.00 $ 1,600.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL F,A $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 32,962.95
Contract Cost .............. ......... ..............
E.&C.15% .............. ......... ..............
Construction Cost .............. ......... ..............
ROW Cost .............. ......... 0.70 Acres
Stream Impact Cost .............. ......... 0 LF
Wetland Impact Cost .............. ......... 0 Acres
Total Cost .............. .........
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
$ 106,213.95
$ 15,932.09
$ 122,146.04
$ 17,391.76
$ 139,537.81
993,059.81
853,522.00

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD L5
Sec
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.1 AC $ 20,000.00 $ 2,000.00
UNCLASSIFIED EXCAVATION 744 CY $ 5.00 $ 3,720.00
BORROW 0 CY $ 5.00 $ -
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.02 MILES $ 150,000.00 $ 3,000.00
FINE GRADING 520 SY $ 2.00 � 1,040.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 340 SY $ 45.00 $ 15,300.00
PAVEMENT RESURFACING SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 374 SY $ 6.00 $ 2,244.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.13 ACRES $ 14,600.00 $ 1,898.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.02 MILES $ 20,000.00 $ 400.00
THERMO AND MARKERS MILES � -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 13,320.90
Contract Cost .............. ......... ..............
E.&C.15% .............. ......... ..............
Construction Cost .............. ......... ..............
ROW Cost .............. ......... 0.18 Acres
Stream Impact Cost .............. ......... 0 LF
Wetland Impact Cost .............. ......... 0 Acres
Total Cost .............. .........
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
$ 42,922.90
$ 6,438.44
$ 49,361.34
$ 8,617.02
$ 57,978.36
361,382.52
303,404.16

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD M1
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.20 AC $ 20,000.00 $ 4,000.00
UNCLASSIFIED EXCAVATION 581 CY $ 5.00 $ 2,905.00
BORROW 1,729 CY $ 5.00 $ 8,645.00
DRAINAGE NEW LOCATION- 2 LANE SHOULDER SECTION 0.18 MILES $ 150,000.00 $ 27,000.00
FINE GRADING 3,620 SY $ 2.00 $ 7,240.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 1,940 SY $ 45.00 $ 87,300.00
PAVEMENT RESURFACING SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 2,135 SY $ 6.00 $ 12,810.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.99 ACRES $ 14,600.00 $ 14,454.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.18 MILES $ 20,000.00 $ 3,600.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL) $ 75,57930
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
. ......... ..............
. ......... ..............
. ......... 1.76 Acres
. ......... 0 LF
. ......... 0 Acres
$ 243,53330
$ 36,530.00
$ 280,063.30
$ 27,844.06
$ 307,907.35
$ 371,333.09
$ 63,425.74
$ -

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD M2
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.00 AC $ -
UNCLASSIFIED EXCAVATION 5,075 CY $ 5.00 $ 25,375.00
BORROW 264 CY $ 5.00 $ 1,320.00
DRAINAGE NEW LOCATION- 2 LANE SHOULDER SECTION 0.33 MILES $ 150,000.00 $ 49,500.00
FINE GRADING 6,600 SY $ 2.00 $ 13,200.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 3,510 SY $ 45.00 $ 157,950.00
PAVEMENT RESURFACING SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 3,865 SY $ 6.00 $ 23,190.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 1.83 ACRES $ 14,600.00 $ 26,718.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.33 MILES $ 20,000.00 $ 6,600.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL $ 136,733.85
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
... ......... .............
... ......... .............
... ......... 4.29 Acres
... ......... 0 LF
... ......... 0 Acres
$ 440,586.85
$ 66,088.03
$ 506,674.88
$ 100,342.00
$ 607,016.88
$ 1,578,340.81
$ 971,323.93
$ -

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD N1
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.00 AC $ -
UNCLASSIFIED EXCAVATION 744 CY $ 5.00 $ 3,720.00
BORROW 643 CY $ 5.00 $ 3,215.00
DRAINAGE NEW LOCATION- 2 LANE SHOULDER SECTION 0.12 MILES $ 150,000.00 $ 18,000.00
FINE GRADING 1,590 SY $ 2.00 $ 3,180.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 730 SY $ 45.00 $ 32,850.00
PAVEMENT RESURFACING SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 805 SY $ 6.00 $ 4,830.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.56 ACRES $ 14,600.00 $ 8,176.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.12 MILES $ 20,000.00 $ 2,400.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL $ 34,366.95
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
... ......... ..............
... ......... ..............
... ......... 0.80 ACRES
... ......... 0 LF
... ......... 0 Acres
$ 110,737.95
$ 16,610.69
$ 127,348.64
$ 20,800.00
$ 148,148.64
$427,377.50
$ 279,228.86
$ -

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD N2
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 1.70 AC $ 20,000.00 $ 34,000.00
UNCLASSIFIED EXCAVATION 8,993 CY $ 5.00 $ 44,965.00
BORROW 3,458 CY $ 5.00 $ 17,290.00
DRAINAGE NEW LOCATION- 2 LANE SHOULDER SECTION 0.53 MILES $ 150,000.00 $ 79,500.00
FINE GRADING 9,250 SY $ 2.00 $ 18,500.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 5,650 SY $ 45.00 $ 254,250.00
PAVEMENT RESURFACING 1,960 SY $ 12.00 $ 23,520.00
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 6,215 SY $ 6.00 $ 37,290.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
RCBC 2 7X5 P1 STA. 25+g6.56 57 LF $ 32.50 $ 1,852.50
EROSION CONTROL 3.07 ACRES $ 14,600.00 $ 44,822.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.71 MILES $ 20,000.00 $ 14,200.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL) $ 277.88
MISC. & MOB 45% FUNCTIONAL $ 255,751.65
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
. ......... ..............
. ......... ..............
. ......... 5.22 Acres
. ......... 195 LF
. ......... 0.44 Acres
$ 826,219.03
$ 123,932.85
$ 950,151.88
$ 98,277.25
$ ll5,830.00
$ 40,297.00
$ 1,204,55612
$ 822,673.46
$ -
$ 381,882.67

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD N3
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.00 AC $ -
UNCLASSIFIED EXCAVATION 2,100 CY $ 5.00 $ 10,500.00
BORROW 12 CY $ 5.00 $ 60.00
DRAINAGE NEW LOCATION- 2 LANE SHOULDER SECTION 0.15 MILES $ 150,000.00 $ 22,500.00
FINE GRADING 1,800 SY $ 2.00 $ 3,600.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 1,490 SY $ 45.00 $ 67,050.00
PAVEMENT RESURFACING 260 SY $ 12.00 $ 3,120.00
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 1,640 SY $ 6.00 $ 9,840.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.69 ACRES $ 14,600.00 $ 10,074.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.15 MILES $ 20,000.00 $ 3,000.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL) $ 58,384.80
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
. ......... ..............
. ......... ..............
. ......... 135 Acres
. ......... 0 LF
. ......... 0 Acres
$ 188,128.80
$ 28,21932
$ 216,34812
$ 38,879.90
$ 255,228.02
$ 134,775.48
$ -
$ 120,452.54

SERVICE ROAD CONSTRUCTION COST
SERVICE ROADS N3 & N4
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.10 AC $ 20,000.00 $ 2,000.00
UNCLASSIFIED EXCAVATION 4,079 CY $ 5.00 $ 20,395.00
BORROW 238 CY $ 5.00 $ 1,190.00
DRAINAGE NEW LOCATION- 2 LANE SHOULDER SECTION 0.20 MILES $ 150,000.00 $ 30,000.00
FINE GRADING 3,310 SY $ 2.00 $ 6,620.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 2,750 SY $ 45.00 $ 123,750.00
PAVEMENT RESURFACING 260 SY $ 12.00 $ 3,120.00
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 3,025 SY $ 6.00 $ 18,150.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 1.27 ACRES $ 14,600.00 $ 18,542.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.20 MILES $ 20,000.00 $ 4,000.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE 1 EA $ 50,000.00 $ 50,000.00
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL) $ 124,995.15
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
. ......... ..............
. ......... ..............
. ......... 2.50 Acres
. ......... 0 LF
. ......... 0 Acres
$ 402,762.15
$ 60,41432
$ 463,176.47
$ 159,951.26
$ 623,127.73
$ 218,319.08
$ -
$ 404,808.65

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD P1
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 17.00 AC $ 20,000.00 $ 340,000.00
UNCLASSIFIED EXCAVATION 159,000 CY $ 5.00 $ 795,000.00
BORROW 45,782 CY $ 5.00 $ 228,910.00
DRAINAGE NEW LOCATION- 2 LANE SHOULDER SECTION 1.41 MILE $150,000.00 $ 211,500.00
FINE GRADING 28,060 SY $ 2.00 $ 56,120.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 14,990 SY $ 45.00 $ 674,550.00
PAVEMENT RESURFACING SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 16,489 SY $ 6.00 $ 98,934.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
GUARDRAIL 1,700 LF $ 15.00 $ 25,500.00
GRAU-350 12 EA $ 1,800.00 $ 21,600.00
EROSION CONTROL 13.72 ACRES $ 14,600.00 $ 200,312.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 1.41 MILE $ 20,000.00 $ 28,200.00
THERMO AND MARKERS MILE $ -
WB MAINLINE EXTENDED OVER SWIFT CREEK (64'X54' TANGENT) 3,456 SF $ 115.00 $ 397,440.00
EB MAINLINE EXTENDED OVER SWIFT CREEK (64'X54' TANGENT) 3,456 SF $ 115.00 $ 397,440.00
RCBC 2@6X5) P1 STA. 29+60.75 74 LF $ 32.50 $ 2,405.00
RCBC 2@6X5) P1 STA. 47+72.45 85 LF $ 32.50 $ 2,762.50
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL $ 360,02138
MISC. & MOB (45% FUNCTIONAL) $ 1,206,281.70
Contract Cost
E. & C.15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
. ......... ..............
. ......... ..............
. ......... ..............
. ......... 19.86 Acres
. ......... 1188 LF
. ......... 0.54 Acres
$ 5,046,976.58
$ 757,046.49
$ 5,804,023.06
$ 281,452.56
$ 705,672.00
$ 50,371.25
$ 6,841,518.87
$ 2,313,650.58
$ -
$ 4,527,868.29

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD Q1
Sec
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.9 AC $ 20,000.00 $ 18,000.00
UNCLASSIFIED EXCAVATION 189 CY $ 5.00 $ 945.00
BORROW 5,339 CY $ 5.00 $ 26,695.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.08 MILES $ 150,000.00 $ 12,000.00
FINE GRADING 1,530 SY $ 2.00 � 3,060.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 810 SY $ 45.00 $ 36,450.00
PAVEMENT RESURFACING SY $ -
SUBGRADE STABILIZATION 891 SY $ 6.00 $ 5,346.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
GUARDRAIL 500 LF $ 15.00 $ 7,500.00
GRAU-350 4 EA $ 1,800.00 $ 7,200.00
EROSION CONTROL 0.45 ACRES $ 14,600.00 $ 6,570.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.08 MILES $ 20,000.00 $ 1,600.00
THERMO AND MARKERS MILES � -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 56,414.70
Contract Cost .............. ......... ..............
E.&C.15% .............. ......... ..............
Construction Cost .............. ......... ..............
ROW Cost .............. ......... 0.31 Acres
Stream Impact Cost .............. ......... 141 LF
Wetland Impact Cost .............. ......... 0 Acres
Total Cost .............. .........
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
$ 181,780.70
$ 27,267.11
$ 209,047.81
$ 3,966.08
$ 83,754.00
$ 296,767.89
597,864.18
301,096.29

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD Q2
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.2 AC $ 20,000.00 $ 4,000.00
UNCLASSIFIED EXCAVATION 1,241 CY $ 5.00 $ 6,205.00
BORROW 1,547 CY $ 5.00 $ 7,735.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.17 MILE $ 150,000.00 $ 25,500.00
FINE GRADING 3,540 SY $ 2.00 $ 7,080.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 2,300 SY $ 45.00 $ 103,500.00
PAVEMENT RESURFACING SY $ -
SUBGRADE STABILIZATION 2,530 SY $ 6.00 $ 15,180.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
ERROSION CONTROL 0.85 ACRES $ 14,600.00 $ 12,410.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.17 MILE $ 20,000.00 $ 3,400.00
THERMO AND MARKERS MILE $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 83,254.50
Contract Cost .............. ......... .............
E. & C. 15% .............. ......... .............
Construction Cost .............. ......... .............
ROW Cost .............. ......... 1.52 Acres
Stream Impact Cost .............. ......... ll 6 LF
Wetland Impact Cost .............. ......... 0.03 Acres
Total Cost .............. .........
Properry Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
$ 268,264.50
$ 40,239.68
� 308,504.18
$ 29,444.87
$ 68,904.00
$ 10,074.25
$ 416,927.30
1,459,178.32
1,042,251.02

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD Q3
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.3 AC $ 20,000.00 $ 6,000.00
UNCLASSIFIED EXCAVATION 267 CY $ 5.00 $ 1,335.00
BORROW 53 CY $ 5.00 $ 265.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.02 MILE $150,000.00 $ 3,000.00
FINE GRADING 400 SY $ 2.00 $ 800.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 260 SY $ 45.00 $ 11,700.00
PAVEMENT RESURFACING SY $ -
SUBGRADE STABILIZATION 286 SY $ 6.00 $ 1,716.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.12 ACRES $ 14,600.00 $ 1,752.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.02 MILE $ 20,000.00 $ 400.00
THERMO AND MARKERS MILE $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL F,A $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 12,135.60
Contract Cost .............. ......... .............
E. & C. 15% .............. ......... .............
Construction Cost .............. ......... .............
ROW Cost .............. ......... 0.03 Acres
Stream Impact Cost .............. ......... 0 LF
Wetland Impact Cost .............. ......... 0 Acres
Total Cost .............. .........
Properry Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
$ 39,103.60
$ 5,865.54
$ 44,96914
$ 880.00
$ 45,84914
1,459,178.32
1,413,329.18

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD Q4
se�
Line Item Des No. Description Quantity Unit Price Amount
CLEARING AND GRUBBING 1.4 AC $ 20,000.00 $ 28,000.00
UNCLASSIFIED EXCAVATION 13,723 CY $ 5.00 $ 68,615.00
BORROW 201 CY $ 5.00 $ 1,005.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.19 MILES $ 150,000.00 $ 28,500.00
FINE GRADING 2,220 SY $ 2.00 $ 4,440.00
PAVEMENT WIDENING 170 SY $ 50.00 $ 8,500.00
NEW PAVEMENT 1,670 SY $ 45.00 $ 75,150.00
PAVEMENT RESURFACING 610 SY $ 12.00 $ 7,320.00
SUBGRADE STABILIZATION 1,837 SY $ 6.00 $ 11,022.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 1.38 ACRES $ 14,600.00 $ 20,148.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.19 MILES $ 20,000.00 $ 3,800.00
THERMO AND MARKERS 0.19 MILES $ 15,000.00 $ 2,850.00
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 116,707.50
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
............... $ 376,057.50
............... $ 56,408.63
............... $ 432,466.13
. 2.90 Acres � 92,034.66
. 0 LF
. 0 Acres
. � s2a,soo.�x
$ 4,931,884.00
$ 4,407,383.22
� -

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD Q5
se�
Line Item Des No. Description Quantity Unit Price Amount
CLEARING AND GRUBBING 0.6 AC $ 20,000.00 $ 12,000.00
UNCLASSIFIED EXCAVATION 354 CY $ 5.00 � 1,770.00
BORROW 1,175 CY $ 5.00 $ 5,875.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.08 MILES $ 150,000.00 $ 12,000.00
FINE GRADING 1,630 SY $ 2.00 $ 3,260.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 910 SY $ 45.00 $ 40,950.00
PAVEMENT RESURFACING SY $ -
SUBGRADE STABILIZATION 1,001 SY $ 6.00 $ 6,006.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.35 ACRES $ 14,600.00 $ 5,110.00
NEW RR SIGNAL WITH GATES FA $ -
RUBBER RAILROAD CROSSING Ea $ -
UPGRADE TRAFFIC SIGNAL F,A $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.08 MILES $ 20,000.00 $ 1,600.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE F,A $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL) $ -
MISC. & MOB (45% FUNCTIONAL $ 39,856.95
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Properry Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
.... ......... ..............
.... ......... ..............
.... ......... 0.56 Acres
.... ......... 156 LF
.... ......... 0 Acres
$ 128,427.95
$ 19,264.19
$ 147,692.14
$ 12,600.00
$ 92,664.00
$ 252,956.14
$ 33,825.00
$ -
$ 219,13114

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD R1
se�
Line Item Des No. Description Quantity Unit Price Amount
CLEARING AND GRUBBING 0.8 AC $ 20,000.00 $ 16,000.00
UNCLASSIFIED EXCAVATION 3,685 CY $ 5.00 $ 18,425.00
BORROW 0 CY $ 5.00 $ -
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.17 MILES $ 150,000.00 $ 25,500.00
FINE GRADING 2,960 SY $ 2.00 $ 5,920.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 1,970 SY $ 45.00 $ 88,650.00
PAVEMENT RESURFACING SY $ -
SUBGRADE STABILIZATION 2,167 SY $ 6.00 $ 13,002.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.44 ACRES $ 14,600.00 $ 6,424.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 017 MILES $ 20,000.00 $ 3,400.00
THERMO AND MARKERS MiLF,S $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL $ -
MISC. & MOB (45% FUNCTIONAL) $ 79,794.45
Contract Cost .............. ........... .............. $ 257,115.45
E. & C. 15% .............. ........... .............. $ 38,567.32
Construction Cost .............. ........... .............. $ 295,682.77
ROW Cost .............. ......... 2.25 Acres $ 22,680.40
Stream Impact Cost .............. ......... 449 LF $ 266,706.00
Wetland Impact Cost .............. ......... 0.05 Acres $ 10,074.25
Total Cost .............. ......... $ 595,143.42
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
130,123.30
465,020.12

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD R2
se�
Line Item Des No. Description Quantity Unit Price Amount
CLEARING AND GRUBBING 8.0 AC $ 20,000.00 $ 160,000.00
UNCLASSIFIED EXCAVATION 47,999 CY $ 5.00 $ 239,995.00
BORROW 24,648 CY $ 5.00 $ 123,240.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.86 MILES $ 150,000.00 $ 128,352.27
FINE GRADING 11,400 SY $ 2.00 $ 22,800.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 9,410 SY $ 45.00 $ 423,450.00
PAVEMENT RESURFACING SY $ -
SUBGRADE STABILIZATION 10,351 SY $ 6.00 $ 62,106.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
GUARDRAIL 800 LF $ 15.00 $ 12,000.00
GRAU-350 6 EA $ 1,800.00 $ 10,800.00
EROSION CONTROL 6.51 ACRES $ 14,600.00 $ 95,046.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.86 MILES $ 20,000.00 $ 17,113.64
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL $ -
MISC. & MOB (45% FUNCTIONAL) $ 582,70631
Contract Cost
E.&C.15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
... ...........
... ...........
... ........................
... ......... 12.90 Acres
... ......... 386 LF
... ......... 0.05 Acres
$ 1,877,609.22
$ 281,641.38
$ 2,159,250.60
$ 207,651.92
$ 229,284.00
$ 10,074.25
$ 2,606,260.77
3,324,196.13
717,935.36

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD S1
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 1.2 AC $ 20,000.00 $ 24,000.00
UNCLASSIFIED EXCAVATION 2,354 CY $ 5.00 $ 11,770.00
BORROW 7 CY $ 5.00 $ 35.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.25 MILES $ 150,000.00 $ 37,500.00
FINE GRADING 2,750 SY $ 2.00 $ 5,500.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 2,390 SY $ 45.00 $ 107,550.00
PAVEMENT RESURFACING 700 SY $ -
SUBGRADE STABILIZATION 3,025 SY $ 6.00 $ 18,150.00
GATE RESET 1 EA $ 735.00 $ 735.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 1.07 ACRES $ 14,600.00 $ 15,622.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.25 MILES $ 20,000.00 $ 4,981.06
THERMO AND MARKERS 0.25 MILES $ 15,000.00 $ 3,750.00
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL $ 103,316.88
Contract Cost .............. .......... .............. $ 332,909.94
E. & C. 15% .............. .......... .............. $ 49,936.49
Construction Cost .............. .......... .............. $ 382,846.43
ROW Cost .............. ......... 2.18 Acres $ 42,992.99
Stream Impact Cost .............. ......... 0 LF
Wetland Impact Cost .............. ......... 0 Acres
Total Cost .............. ......... $ 425,839.42
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Addirional Cost of Service Road
77,712.17
348,127.25

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD S2
se�
Line Item Des No. Description Quantity Unit Price Amount
CLEARING AND GRUBBING 23 AC � 20,000.00 $ 46,000.00
UNCLASSIFIED EXCAVATION 25,173 CY $ 5.00 $ 125,865.00
BORROW 0 CY $ 5.00 $ -
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.25 MILES $150,000.00 $ 37,500.00
FINE GRADING 4,790 SY $ 2.00 $ 9,580.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 3,380 SY $ 45.00 $ 152,100.00
PAVEMENT RESURFACING 0 SY $ -
SUBGRADE STABILIZATION 3,718 SY $ 6.00 $ 22,308.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 1.51 ACRES $ 14,600.00 $ 22,046.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.25 MILES $ 20,000.00 $ 5,000.00
THERMO AND MARKERS 0.25 MILES $ 15,000.00 $ 3,750.00
BUILDING REMOVAL - LARGE F,A $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL) $ -
MISC. & MOB (45% FUNCTIONAL) $ 190,867.05
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
. .............. $ 615,016.05
............... $ 92,252.41
............... $ 707,268.46
. 333 Acres $ 150,011.05
. 0 LF
. 0 Acres
. $ 857,279.50
$ 2,387,899.97
$ 1,530,620.46
� -

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD S3
se�
Line Item Des No. Description Quantity Unit Price Amount
CLEARING AND GRUBBING 01 AC $ 20,000.00 $ 2,000.00
UNCLASSIFIED EXCAVATION 1,019 CY $ 5.00 $ 5,095.00
BORROW 0 CY $ 5.00 $ -
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.08 MILES $150,000.00 $ 12,000.00
FINE GRADING 2,870 SY $ 2.00 $ 5,740.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 2,200 SY $ 45.00 $ 99,000.00
PAVEMENT RESURFACING 0 SY $ -
SUBGRADE STABILIZATION 2,420 SY $ 6.00 $ 14,520.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.08 ACRES $ 14,600.00 $ 1,168.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.08 MILES $ 20,000.00 $ 1,600.00
THERMO AND MARKERS 0.08 MILES $ 15,000.00 $ 1,200.00
BUILDING REMOVAL - LARGE F,A $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL) $ -
MISC. & MOB (45% FUNCTIONAL) $ 64,04535
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
............... $ 206,368.35
............... $ 30,955.25
............... $ 237,323.60
. 1.22 Acres $ 31,720.00
. 0 LF
. 0 Acres
. $ 269,043.60
$ 4,798,768.32
$ 4,529,724.72
� -

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD S4
se�
Line Item Des No. Description Quantity Unit Price Amount
CLEARING AND GRUBBING 23 AC $ 20,000.00 $ 46,000.00
UNCLASSIFIED EXCAVATION 13,623 CY $ 5.00 � 68,115.00
BORROW 1,564 CY $ 5.00 $ 7,820.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.41 MILES $ 150,000.00 $ 61,500.00
FINE GRADING 8,190 SY $ 2.00 $ 16,380.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 4,360 SY $ 45.00 $ 196,200.00
PAVEMENT RESURFACING 0 SY $ -
SUBGRADE STABILIZATION 4,796 SY $ 6.00 $ 28,776.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 2S2 ACRES $ 14,600.00 $ 36,792.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.41 MILES $ 20,000.00 $ 8,200.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL $ 211,40235
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
... ......... .............
... ......... .............
... ......... 3.69 Acres
... ......... 274 LF
... ......... 0 Acres
$ 681,18535
$ 102,177.80
$ 783,363.15
$ 55,01616
$ 162,756.00
$ 1,001,135.32
$ 279,514.33
$ -
$ 721,620.98

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD T1
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.6 AC $ 20,000.00 $ 12,000.00
UNCLASSIFIED EXCAVATION 1,066 CY $ 5.00 $ 5,330.00
BORROW 0 CY $ -
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.06 MILE $ 150,000.00 $ 9,000.00
FINE GRADING 1,210 SY $ 2.00 $ 2,420.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 660 SY $ 45.00 $ 29,700.00
PAVEMENT RESURFACING 0 SY $ -
SUBGRADE STABILIZATION 726 SY $ 6.00 $ 4,356.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.28 ACRES $ 14,600.00 $ 4,088.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL OA6 MILE $ 20,000.00 $ 1,200.00
THERMO AND MARKERS MILE $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 30,642.30
Contract Cost .............. ......... .............
E. & C. 15% .............. ......... .............
Construction Cost .............. ......... .............
ROW Cost .............. ......... 0.59 Acres
Stream Impact Cost .............. ......... 0 LF
Wetland Impact Cost .............. ......... 0 Acres
Total Cost .............. .........
Properry Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
$ 98,73630
$ 14,810.45
$ ll3,546.75
$ 12,617.44
$ 126,164.19
2,351,180.00
2,225,015.81

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD T2
se�
Line Item Des No. Description Quantity Unit Price Amount
CLEARING AND GRUBBING 0.1 AC $ 20,000.00 $ 2,000.00
UNCLASSIFIED EXCAVATION 2,559 CY $ 5.00 � 12,795.00
BORROW 728 CY $ 5.00 $ 3,640.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.15 MILES $ 150,000.00 $ 23,01136
FINE GRADING 2,000 SY $ 2.00 $ 4,000.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 1,680 SY $ 45.00 $ 75,600.00
PAVEMENT RESURFACING 0 SY $ -
SUBGRADE STABILIZATION 1,848 SY $ 6.00 � 11,088.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.67 ACRES $ 14,600.00 $ 9,782.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 015 MILES $ 20,000.00 $ 3,000.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL $ 65,212.36
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
... ......... .............
... ......... .............
... ......... 1.49 Acres
... ......... 0 LF
... ......... 0 Acres
$ 210,128.73
$ 31,51931
$ 241,648.04
$ 28,761.90
$ 270,409.93
$ 139,520.97
$ -
$ 130,888.96

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD T3
se�
Line Item Des No. Description Quantity Unit Price Amount
CLEARING AND GRUBBING 1.6 AC $ 20,000.00 $ 32,000.00
UNCLASSIFIED EXCAVATION 1,825 CY $ 5.00 � 9,125.00
BORROW 127 CY $ 5.00 $ 635.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.17 MILES $ 150,000.00 $ 25,500.00
FINE GRADING 2,250 SY $ 2.00 $ 4,500.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 1,880 SY $ 45.00 $ 84,600.00
PAVEMENT RESURFACING 0 SY $ -
SUBGRADE STABILIZATION 2,068 SY $ 6.00 � 12,408.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.82 ACRES $ 14,600.00 $ 11,972.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.17 MILES $ 20,000.00 $ 3,400.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL $ 82,863.00
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
... ......... .............
... ......... .............
... ......... 1.92 Acres
... ......... 0 LF
... ......... 0 Acres
$ 267,003.00
$ 40,050.45
$ 307,053.45
$ 38,220.09
$ 345,273.54
$ 307,884.35
$ -
$ 37,38919

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD T4
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.0 AC $ -
UNCLASSIFIED EXCAVATION 1,803 CY $ 5.00 $ 9,015.00
BORROW 260 CY $ 5.00 $ 1,300.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.15 MILE $ 150,000.00 $ 22,500.00
FINE GRADING 3,100 SY $ 2.00 � 6,200.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 1,720 SY $ 45.00 � 77,400.00
PAVEMENT RESURFACING 0 SY $ -
SUBGRADE STABILIZATION 1,892 SY $ 6.00 $ ll,352.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.90 ACRES $ 14,600.00 $ 13,140.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.15 MILE $ 20,000.00 $ 3,000.00
THERMO AND MARKERS MILE $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 64,758.15
Contract Cost .............. ......... .............
E. & C. 15% .............. ......... .............
Construction Cost .............. ......... .............
ROW Cost .............. ......... 1.41 Acres
Stream Impact Cost .............. ......... 0 LF
Wetland Impact Cost .............. ......... 0 Acres
Total Cost .............. .........
Properry Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
$ 208,665.15
$ 31,299.77
$ 239,964.92
$ 29,311.62
$ 269,276.54
87,758.55
181,517.99

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD U1 & U2
se�
Line Item Des No. Description Quantity Unit Price Amount
CLEARING AND GRUBBING 1.0 AC $ 20,000.00 $ 20,000.00
UNCLASSIFIED EXCAVATION 5,373 CY $ 5.00 $ 26,865.00
BORROW 3,505 CY $ 5.00 $ 17,525.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.28 MILES $ 150,000.00 $ 42,000.00
FINE GRADING 5,640 SY $ 2.00 $ 11,280.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 2,980 SY $ 45.00 $ 134,100.00
PAVEMENT RESURFACING 0 SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 3,278 SY $ 6.00 $ 19,668.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 1.59 ACRES $ 14,600.00 $ 23,214.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.28 MILES $ 20,000.00 $ 5,600.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL $ 135,113.40
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
... ......... .............
... ......... .............
... ......... 3.07 Acres
... ......... 0 LF
... ......... 0 Acres
$ 435,365.40
$ 65,304.81
$ 500,670.21
$ 71,291.42
$ 571,961.63
$ 992,723.20
$ 420,761.57
� -

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD U3
se�
Line Item Des No. Description Quantity Unit Price Amount
CLEARING AND GRUBBING 3.5 AC $ 20,000.00 $ 70,000.00
UNCLASSIFIED EXCAVATION 13,259 CY $ 5.00 $ 66,295.00
BORROW 5,999 CY $ 5.00 $ 29,995.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.38 MILES $ 150,000.00 $ 57,000.00
FINE GRADING 7,600 SY $ 2.00 $ 15,200.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 4,020 SY $ 45.00 $ 180,900.00
PAVEMENT RESURFACING 0 SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 4,422 SY $ 6.00 $ 26,532.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
ERROSION CONTROL 2.45 ACRES $ 14,600.00 $ 35,770.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.38 MILES $ 20,000.00 $ 7,600.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 220,181.40
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
............... $ 709,473.40
............... $ 106,421.01
............... $ 815,894.41
. 433 Acres $ 81,573.99
. 461 LF $ 273,834.00
. 0 Acres
. $ 1,171,302.40
� 556,808.82
$ -
$ 614,493.58

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD U4
se�
Line Item Des No. Description Quantity Unit Price Amount
CLEARING AND GRUBBING 23 AC $ 20,000.00 $ 46,000.00
UNCLASSIFIED EXCAVATION 1,259 CY $ 5.00 � 6,295.00
BORROW 7,704 CY $ 5.00 $ 38,520.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.34 MILES $ 150,000.00 $ 51,000.00
FINE GRADING 6,740 SY $ 2.00 $ 13,480.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 3,570 SY $ 45.00 $ 160,650.00
PAVEMENT RESURFACING 0 SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 3,927 SY $ 6.00 $ 23,562.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 1.75 ACRES $ 14,600.00 $ 25,550.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 034 MILES $ 20,000.00 $ 6,800.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL $ 167,335.65
Contract Cost .............. ......... .............. $ 539,192.65
E. & C. 15% .............. ......... .............. $ 80,878.90
Construction Cost .............. ......... .............. $ 620,071.55
ROW Cost .............. ......... 4.17 Acres $ 132,13814
Stream Impact Cost .............. ......... 123 LF $ 73,062.00
Wetland Impact Cost .............. ......... 0.37 Acres $ 30,222.75
Total Cost .............. ......... $ 855,494.44
Property Aquistion Cost if not constructed $ 1,395,975.52
Amount saved by construction service Road $ 540,481.08
Additional Cost of Service Road $ -

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD V1
se�
Line Item Des No. Description Quantity Unit Price Amount
CLEARING AND GRUBBING 0.9 AC $ 20,000.00 $ 18,000.00
UNCLASSIFIED EXCAVATION 2,316 CY $ 5.00 $ 11,580.00
BORROW 12 CY $ 5.00 $ 60.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.09 MILES $ 150,000.00 $ 14,204.55
FINE GRADING 1,280 SY $ 2.00 $ 2,560.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 1,050 SY $ 45.00 $ 47,250.00
PAVEMENT RESURFACING 0 SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 1,155 SY $ 6.00 $ 6,930.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.47 ACRES $ 14,600.00 $ 6,862.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.09 MILES $ 20,000.00 $ 1,893.94
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB (15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 49,203.22
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
............... $ 158,543.70
............... $ 23,781.56
............... $ 182,325.26
. 0.97 Acres � 14,768.88
. 0 LF
. 0 Acres
. $ 197,094.13
$ 416,507.77
$ 219,413.63
� -

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD V2
se�
Line Item Des No. Description Quantity Unit Price Amount
CLEARING AND GRUBBING 0.5 AC $ 20,000.00 $ 10,000.00
UNCLASSIFIED EXCAVATION 45 CY $ 5.00 $ 225.00
BORROW 769 CY $ 5.00 $ 3,845.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.06 MILES $ 150,000.00 $ 9,261.36
FINE GRADING 840 SY $ 2.00 $ 1,680.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 700 SY $ 45.00 $ 31,500.00
PAVEMENT RESURFACING 0 SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 770 SY $ 6.00 $ 4,620.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.21 ACRES $ 14,600.00 $ 3,066.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.06 MILES $ 20,000.00 $ 1,200.00
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL $ 29,428.81
Contract Cost
E. & C. 15%
Construction Cost
ROW Cost
Stream Impact Cost
Wetland Impact Cost
Total Cost
Property Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
... ......... .............
... ......... .............
... ......... 0.55 Acres
... ......... 102 LF
... ......... 0 Acres
$ 94,826.18
$ 14,223.93
$ 109,050.10
$ 10,838.92
$ 60,588.00
$ 180,477.03
$ ll2,083.66
$ -
� 68,393.37

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD V3
se�
Line Item Des No. Descri tion Quantit Unit Price Amount
CLEARING AND GRUBBING 0.5 AC $ 20,000.00 $ 10,000.00
UNCLASSIFIED EXCAVATION 307 CY $ 5.00 $ 1,535.00
BORROW 9,414 CY $ 5.00 $ 47,070.00
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.29 MILE $ 150,000.00 $ 43,500.00
FINE GRADING 5,220 SY $ 2.00 � 10,440.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 1,840 SY $ 45.00 � 82,800.00
PAVEMENT RESURFACING 1,330 SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 2,030 SY $ 6.00 $ 12,180.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 1.42 ACRES $ 14,600.00 $ 20,732.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.29 MILE $ 20,000.00 $ 5,800.00
THERMO AND MARKERS MILE $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL $ -
MISC. & MOB 45% FUNCTIONAL $ 105,325.65
Contract Cost .............. ......... .............
E. & C. 15% .............. ......... .............
Construction Cost .............. ......... .............
ROW Cost .............. ......... 0.69 Acres
Stream Impact Cost .............. ......... 0 LF
Wetland Impact Cost .............. ......... 0.01 Acres
Total Cost .............. .........
Properry Aquistion Cost if not constructed
Amount saved by construction service Road
Additional Cost of Service Road
$ 339,382.65
$ 50,907.40
$ 390,290.05
$ 37,636.73
$ 10,074.25
$ 438,001.03
487,930.00
49,928.97

SERVICE ROAD CONSTRUCTION COST
SERVICE ROAD V4
se�
Line Item Des No. Description Quantity Unit Price Amount
CLEARING AND GRUBBING 0.4 AC $ 20,000.00 $ 8,000.00
UNCLASSIFIED EXCAVATION 553 CY $ 5.00 � 2,765.00
BORROW 0 CY $ 5.00 $ -
DRAINAGE NEW LOCATION - 2 LANE SHOULDER SECTION 0.06 MILES $ 150,000.00 $ 8,252.90
FINE GRADING 700 SY $ 2.00 $ 1,400.00
PAVEMENT WIDENING SY $ -
NEW PAVEMENT 570 SY $ 45.00 $ 25,650.00
PAVEMENT RESURFACING SY $ -
. " AVERAGE ASPHALT WEDGING SY $ -
SUBGRADE STABILIZATION 627 SY $ 6.00 $ 3,762.00
1'-6" CONCRETE CURB AND GUTTER LF $ -
2'-6" CONCRETE CURB AND GUTTER LF $ -
4" CONCRETE SIDEWALK BOTH SIDES SY $ -
7" MONOLITHIC ISLANDS SY $ -
EROSION CONTROL 0.20 ACRES $ 14,600.00 $ 2,920.00
NEW RR SIGNAL WITH GATES EA $ -
RUBBER RAILROAD CROSSING EA $ -
UPGRADE TRAFFIC SIGNAL EA $ -
NEW TRAFFIC SIGNAL EA $ -
TRAFFIC CONTROL 0.06 MILES $ 20,000.00 $ 1,10039
THERMO AND MARKERS MILES $ -
BUILDING REMOVAL - LARGE EA $ -
BUILDING REMOVAL - SMALL EA $ -
UTILITY CONSTRUCTION
RELOCATE EXISTING WATER LINE LF $ -
RELOCATE EXISTING SEWER LINE LF $ -
MISC. & MOB 15% STRS & UTIL) $ -
MISC. & MOB 45% FUNCTIONAL $ 24,232.63
Contract Cost .............. ......... .............. $ 78,082.91
E. & C. 15% .............. ......... .............. $ 11,712.44
Construction Cost .............. ......... .............. $ 89,795.34
ROW Cost .............. ......... 1.47 Acres $ 84,213.26
Stream Impact Cost .............. ......... 0 LF
Wetland Impact Cost .............. ......... 0 Acres
Total Cost .............. ......... $ 174,008.60
Property Aquistion Cost if not constructed $ 300,037.43
Amount saved by construction service Road $ 126,028.82
Additional Cost of Service Road $ -