HomeMy WebLinkAboutItem 08
Date: October 17, 2016 Item No.
RESOLUTION APPROVING FEASIBILITY REPORT AND CALLING PUBLIC HEARING FOR
THE 2017 STREET RECONSTRUCTION PROJECT
Proposed Action
Staff recommends adoption of the following motion: Move to approve a resolution approving
the feasibility report and calling a public hearing for the 2017 Street Reconstruction Project.
These street improvements constitute City Improvement Project 17-02.
Overview
On July 5, 2016, the City Council authorized WSB & Associates, Inc. to prepare a feasibility
report for the 2017 Street Reconstruction Project areas listed. That feasibility report has been
completed.
Based on information in the feasibility report, the estimated cost for the 2017 Street
Reconstruction Project is $10,928,522. Funding for the 2017 Street Reconstruction Project,
based on the City’s Street Assessment Policy, is recommended as follows: $1,374,092 Utility
Funds, $5,908,540 City issuance of debt which is repaid with property tax levies and $3,645,890
through special assessments to benefitting property owners.
Primary Issues to Consider (see attached)
• Citizen Comments
• Project Cost Summary
• Financing
Supporting Information
• The Project Location Map and Feasibility Report are attached.
Financial Impact: $ Budgeted: Y☒ N☐ Source:
Related Documents: (CIP, ERP, etc.):
Envision Lakeville Community Values: Good Value for Public Services
Report Completed by: Monica Heil, Operations and Maintenance Engineer
10,928,522 429 and Utility Bonds
2
PRIMARY ISSUES TO CONSIDER
• Citizen Comments: At the neighborhood meeting held on June 23, 2016, there
was no significant opposition to project. There were many questions about the
scope of the roadway improvements, the amount of the estimated assessments,
and questions regarding access during construction.
• Project cost summary :
Streets/
Storm Sanitary
Total Sewer Water Sewer
Debt - repaid with:
Property taxes 5,908,540 5,908,540
Special assessments 3,645,890 3,645,890
Water use fees 1,112,838 1,112,838
261,254 351,910
TOTAL 10,928,522 $ 9,554,430 $ 1,112,838 $ 351,910 $
Sanitary Sewer Operating
Fund
Project Financing
Project Cost
• Project financing.
o The City share of cost for street and storm sewer improvements (storm
sewer improvements are estimated at $1,819,244) will be financed with
the issuance of G.O. Improvement Bonds. The City share of debt will be
financed with taxes which are repaid with property tax levies. In the
coming months, the City Council will consider various debt financing
options including but not limited to debt maturity (years).
o Financing for water main replacement and planned corrosion protection
installation ($1.11 million) will be evaluated by City Staff, and the City
Council will consider various financing options in the upcoming months.
o Sanitary sewer improvements are estimated at $261,254 which is
financed from the Sanitary Sewer Operating Fund.
3
CITY OF LAKEVILLE
RESOLUTION NO:
RESOLUTION APPROVING FEASIBILITY REPORT AND CALLING
PUBLIC HEARING FOR THE 2017 STREET RECONSTRUCTION
PROJECT
WHEREAS , on October 17, 2016, the City Council received the feasibility report
for the proposed improvements of portions of Argonne Farms, Barrett 1 st , 2 nd and 3 rd
Additions, Forest Hills, Lynwood North, Lynwood North 4 th , 5 th 7th and 8 th Additions,
Lynwood South, Ridgeview 1 st and 2 nd Addition, Rock Ridge 3 rd Addition, Rolling
Knolls Plat 2, Rolling Oaks South, Rolling Oaks South Plat 2, 3, 4, 5, 6, 7 and 8,
Stonebriar 2 nd Addition, Timber Ridge and Timber Ridge South, City Improvement
Project 17-02.
NOW, THEREFORE, BE IT RESOLVED , by the Lakeville City Council:
1. The Feasibility Report for Project 17-02 is hereby approved.
2. A public hearing is hereby called for November 21, 2016 at 7:00 p.m. at
the Council Chambers of the City Hall and the Clerk shall give mailed
and published notice of such hearing and improvement as required by
law.
ADOPTED by the Lakeville City Council this 17th day of October, 2016.
CITY OF LAKEVILLE
________________________________
Matt Little, Mayor
ATTEST:
________________________________
Charlene Friedges, City Clerk
171st St W
1 7 0 t h S t W
J a c k s o n T r
J a c k p i n e W a y
1 7 1 s t
C t
K e n r i c k
A v e
Jasper Cir
Jacana Ct
165th St W J a v a L a
J a r r e t t
C i r
J a m i
s o n
P a t
h
166thStW
1 6 7 t h S t W
Jasper Path
J e r s e y
C
t
1 6 7 t h C t WJacaranda W a y
1 6 9 t h S t W
170thCtW
J
o
n
r
a
y
C
t
J
a
c
k
s
o
n
ville
Ct
J a c k d a w P a t h
J
e
r
s
e
y
A
v
e
J a c a m a r
W a y
J
o
n
q
u
i
l
A
v
e
J a l i s c o T e r W
J a c
k p i n e T r
Jaguar Ave
J a v e l i n A v e
J o n q u i l T r
J a v e l i n C t
J a g u a r P l
J o p l i n P a t h
K e n t u c k y A v e
J o p l i n
W a y
J a s p e r L a
J a l
i s c
o T e
r E
Rolli ngOaks Park
Rolli ng OaksConservationArea
0 300150Feet ±
2017 Street Reconstruction ProjectProject Area 1Lakeville, M N
P
a
t
h
:
K
:
\
0
3
1
9
9
-
1
3
0
\
G
I
S
\
M
a
p
s
\
P
r
o
j
e
c
t
L
o
c
a
t
i
o
n
_
A
r
e
a
1
.
m
x
d
D
a
t
e
S
a
v
e
d
:
8
/
1
8
/
2
0
1
6
1
2
:
4
5
:
5
6
P
M
Pro ject Location
Lakeville Parks
J o n q u i l A v e
I s l e t o
n
A v e
171st St W
175th St W
J o n q u i l T r
J o y L a n e
K e n r i c k
A
v
e
Jackpine Ct
I x o n i a P a t h
172nd St W
J a c o b i t e C t
1 7 3 r d St W
Ith
a
c
a C
t
1 7 6 t h S t W
Jonquil Ave
J e f f e r s o n C t
J a d e C t
1 7 0 t h S t W
Upper 173rd Ct W
1 7 1 s t
C t
170thCtW
Italy
Path
J
e
f
f
e
r
s
o
n
A
v
e
J o n a t h a n C t
J a d e T e r
I p s w i c h W a y
Java
C
t
S
J a v a C t N
Isleto
n
A
ve
J asmine Ct173rdCtW
J
unelle
Path
Jackrabbit
P
a
t
h
J a l i s c o L a
J a s p e r L a
J
a
c
k
p
i
n
e
T
r
J a g u a r P a t h
JoyAve
I x o n i a C t
J a y b e l l C t
I x o n i a A v e
I t h a c a L a
J
a
s m i n e
A v e
J o r d a n C t
176thCirW
J a s p e r T r
J a c k s o n T r
J o p l i n A v e
J a v e l i n C t
J
e
r
s
e
y
W
a
y
I t a l y C t
DakotaHeightsPark
Goose LakeConservationArea
0 350175Feet ±
2017 Street Reconstruction ProjectProject Area 2Lakeville, M N
P
a
t
h
:
K
:
\
0
3
1
9
9
-
1
3
0
\
G
I
S
\
M
a
p
s
\
P
r
o
j
e
c
t
L
o
c
a
t
i
o
n
_
A
r
e
a
2
.
m
x
d
D
a
t
e
S
a
v
e
d
:
9
/
3
0
/
2
0
1
6
1
1
:
4
0
:
4
1
A
M
Pro ject Location
Lakeville Parks
FEASIBILITY REPORT
2017 STREET RECONSTRUCTION
PROJECT
CITY OF LAKEVILLE | DAKOTA COUNTY | MINNESOTA
OCTOBER 17, 2016
Prepared for:
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
CITY OF LAKEVILLE PROJECT NO. 17-02
WSB PROJECT NO. 3199-130
FEASIBILITY REPORT
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130
2017 STREET RECONSTRUCTION PROJECT
CITY PROJECT NO. 17-02
FOR THE
CITY OF LAKEVILLE, MINNESOTA
October 17, 2016
Prepared By:
WSB & Associates, Inc.
701 Xenia Avenue South, Suite 300
Minneapolis, MN 55416
763-541-4800
763-541-1700 (Fax)
701 Xenia Avenue South | Suite 300 | Minneapolis, MN 55416 | (763) 541-4800
Building a legacy – your legacy.
Equal Opportunity Employer | wsbeng.com
October 17, 2016
Honorable Mayor and City Council
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
Re: Feasibility Report
2017 Street Reconstruction Project
City Project No. 17-02
City of Lakeville, MN
WSB Project No. 3199-13
Dear Honorable Mayor and City Council:
Transmitted herewith for your review is a feasibility report which addresses improvements associated with
the 2017 Street Reconstruction Project. This feasibility report describes the necessary improvements and
associated costs for this street reconstruction project.
I am available at your convenience to discuss this report. Please do not hesitate to contact me at 651-
286-8463 if you have any questions regarding this report.
Sincerely,
WSB & Associates, Inc.
Mark A. Erichson, PE
Senior Project Manager
Attachment
CERTIFICATION
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130
I hereby certify that this plan, specification, or report was prepared by me
or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota.
Krista L. Anderson, PE
Date: October 17, 2016 Lic. No. 46632
Quality Control Review Completed By:
Mark A. Erichson, PE
Date: October 17, 2016 Lic. No. 40886
TABLE OF CONTENTS
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130
TITLE SHEET
LETTER OF TRANSMITTAL
CERTIFICATION SHEET
TABLE OF CONTENTS
1. EXECUTIVE SUMMARY ....................................................................................................... 1
2. STREET AND UTILITY IMPROVEMENT PROJECT....................................................... 4
2.1 Introduction .................................................................................................................. 4
2.1.1 Authorization ................................................................................................... 4
2.1.2 Scope ............................................................................................................... 4
2.1.3 Data Available ................................................................................................ 4
2.2 General Background .................................................................................................. 4
2.2.1 Project Location ............................................................................................. 4
2.3 Existing Conditions ..................................................................................................... 5
2.3.1 Roadway Surface .......................................................................................... 5
2.3.2 Storm Sewer ................................................................................................. 10
2.3.3 Water Main .................................................................................................... 12
2.3.4 Sanitary Sewer ............................................................................................. 13
2.3.5 Wetlands ....................................................................................................... 13
2.3.6 Retaining Walls ............................................................................................ 13
2.4 Proposed Improvements ......................................................................................... 14
2.4.1 Roadway Surface ........................................................................................ 14
2.4.2 Storm Sewer ................................................................................................. 14
2.4.3 Water Main Improvements ......................................................................... 14
2.4.4 Sanitary Sewer Improvements................................................................... 15
2.4.5 Retaining Walls ............................................................................................ 15
2.4.6 Street Sign Replacement ............................................................................ 15
2.4.7 Mailbox Replacement .................................................................................. 15
2.4.8 Permits/Approvals ........................................................................................ 15
2.4.9 Construction Access/Staging ..................................................................... 16
2.4.10 Public Involvement ...................................................................................... 16
3. FINANCING ........................................................................................................................... 17
3.1 Opinion of Cost ......................................................................................................... 17
3.2 Funding ...................................................................................................................... 17
4. PROJECT SCHEDULE ....................................................................................................... 18
5. FEASIBILITY AND RECOMMENDATION ....................................................................... 19
Appendix A
Location Map – Area 1
Location Map – Area 2
Local Street – Residential
Local Street – Collector
TABLE OF CONTENTS (continued)
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130
Appendix B
Opinion of Probable Cost
Appendix C
Assessment ID Project Area 1
Assessment ID Project Area 2
Assessment Roll
Appendix D
Geotechnical Report
Appendix E
June 23, 2016 Public Comment Summary
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 1
1. EXECUTIVE SUMMARY
The 2017 Street Reconstruction Project, City Project No. 17-02, was initiated based on the City’s
Pavement Management Program. Streets proposed for improvements in 2017 include the following
roadways totaling approximately 44,823 feet (8.49 miles):
Argonne Farms; Barrett 1st, 2nd, and 3rd Addition; Forest Hills; Lynwood North; Lynwood North 4th,
5th, 7th, and 8th Additions; Lynwood South, Ridgeview 1st and 2nd Addition, Rock Ridge 3rd
Addition; Rolling Knolls; Rolling Knolls Plat 2; Rolling Oaks South; Rolling Oaks South Plat 2, 3, 4,
5, 6, 7, 8; Stonebriar 2nd Addition, Timber Ridge; Timber Ridge South
167th Street West (Kenrick Avenue east to Jaguar Avenue)
Kentucky Avenue (165th Street West south to 167th Street West)
166th Street West (167th Street West east to Javelin Avenue)
Joplin Path (165th Street West south to 166th Street West)
Jonquil Avenue (165th Street West south to 166th Street West, 170th Street West east to
Jasper Lane, and 175th Street West north to 173rd Court West)
Jersey Avenue (165th Street West south to Jersey Court)
Jersey Court (cul-de-sac located south of 166th Street West)
Javelin Avenue (165th Street West south to Javelin Court)
Javelin Court (cul-de-sac located south of Javelin Avenue and 170th Street West)
Jacaranda Way (167th Street West north to Lynwood North 8th Addition)
Jacana Court (cul-de-sac located south of 167th Street West)
Jonray Court (cul-de-sac located north of 167th Street West)
Joplin Way (loop street located south of 167th Street West)
Jonquil Trail (167th Street West south to 170th Street West including cul-de-sac)
169th Street West (Jonquil Trail east to Javelin Avenue)
Jasper Path (Javelin Avenue east to Jalisco Terrace West including cul-de-sac)
Jasper Circle (cul-de-sac located northwest off Jasper Path)
Jalisco Terrace (loop street located north of 170th Street West including cul-de-sac)
Jordan Court (cul-de-sac located south of Jonquil Avenue)
Joplin Avenue (Jordan Court south to Argonne Estates)
Jonathan Court (south of Jonquil Avenue)
Jefferson Avenue (Jonquil Avenue south to Jefferson Court)
Jefferson Court (east and west cul-de-sacs located south of Jefferson Avenue)
Jaybell Court (cul-de-sac located north of Jonquil Avenue)
Jasper Lane (cul-de-sac located northeast of Jasper Trail including off-shoot cul-de-sacs)
Jasper Trail (Jasper Lane south to 173rd Street West)
Jasper Court (cul-de-sac located east of Jasper Trail)
173rd Court West (cul-de-sac located west of Jonquil Avenue)
Jersey Way (175th Street West northeast to 173rd Street West)
Java Court North (cul-de-sac located north of 175th Street West)
Jasmine Avenue (175th Street West north to 173rd Street West)
173rd Street West (Jasper Trail east to Jade Terrace)
Jalisco Lane (Jasmine Avenue northeast to 173rd Street West)
Jaguar Path (175th Street West north to 173rd Street West)
Jade Terrace (Ixonia Path northwest to Jade Court)
Jade Court (cul-de-sac northeast to Jackrabbit Path)
Ithaca Lane (Ixonia Path north to Upper 173rd Court West)
Ixonia Path (175th Street West north to 172nd Street West)
Ixonia Court (cul-de-sac located south of Ixonia Path)
Isleton Avenue (175th Street West north to Ixonia Path)
Ithaca Court (cul-de-sac located southeast of Ithaca Lane)
Upper 173rd Court West (cul-de-sac east to Ixonia Path)
172nd Street West (Jackrabbit Path east to Isleton Avenue)
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 2
Location Map
The 2017 Street Reconstruction Project includes roadway reclamation improvements based on the
current roadway conditions and utility needs in the area, as well as the overall Capital Improvement Plan
budget. Reclamation of the existing bituminous pavement and roadway reconstruction, consisting of
subgrade correction, spot curb and gutter replacement, concrete sidewalk pedestrian ramp installation
and new pavement installation, are recommended for all streets within the project area.
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 3
Replacing portions of the City’s deteriorating utility infrastructure in conjunction with the proposed street
improvements provides an opportunity to minimize the replacement costs and traffic disruptions
associated with the work. Proposed utility improvements include the following:
Installation of corrosion protection for the existing water main throughout the remainder of the
project.
Repair or replacement of structurally deficient storm sewer manholes.
Installation of additional storm sewer drainage structures and storm sewer, including drain tile at
low points and in areas with poorly draining soils.
Replacement of all existing storm sewer and sanitary sewer manhole castings, including
chimneys that do not meet current City Standards.
Water quality structures to improve the quality of runoff entering into Orchard Lake and Goose
Lake.
The total estimated project cost for the 2017 Street Reconstruction Project is $10,928,522.88 which
includes a ten percent (10%) contingency and twenty-eight percent (28%) indirect costs for legal,
engineering, administrative, and financing costs. The project is proposed to be funded through special
assessments to benefitting property owners and City funds.
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 4
2. STREET AND UTILITY IMPROVEMENT PROJECT
2.1 Introduction
2.1.1 Authorization
On July 5, 2016, the Lakeville City Council authorized the preparation of an engineering feasibility
report for the 2017 Street Reconstruction Project. This project is included in the City’s 2016 –
2020 Capital Improvement Plan (CIP) and has been designated as City Project No. 17-02.
2.1.2 Scope
This report investigates the feasibility of proposed street and utility improvements identified by the
City’s Pavement Management Program (PMP) and CIP for 2017. Streets proposed within the
2017 Street Reconstruction Project were initially considered because of existing pavement
conditions. The average Overall Condition Index (OCI) value for streets within the 2017 Street
Reconstruction Project area is 32, using an OCI scale of 0 to 100 (with zero representing a failing
street section and 100 representing a new street section free of deficiencies). Streets with OCI
values less than 35 are considered to be in failing condition. Streets with OCI values of 40 – 60
are considered to be in weakened condition and will deteriorate more quickly based on a typical
pavement performance curve.
Improvements outlined within this report include street reconstruction, installation of cathodic
protection, sanitary sewer manhole repairs, and storm sewer improvements including drain tile
installation at low points and in areas with poorly draining soils within portions of the project.
2.1.3 Data Available
Information and materials used in the preparation of this report include the following:
City of Lakeville Record Plans
City of Lakeville Water Main Repair Records
City of Lakeville Water Resources Management Plan, Barr Engineering, dated June 2008
Dakota County Topography Maps
Field Observations of the Area and Discussions with City Staff
Geotechnical Evaluation Report, Braun Intertec, dated October 4, 2016
Utility Record Drawings
City of Lakeville Street Reconstruction Assessment Policy
2.2 General Background
2.2.1 Project Location
The streets proposed for improvements include:
Argonne Farms; Barrett 1st, 2nd, and 3rd Addition; Forest Hills; Lynwood North; Lynwood
North 4th, 5th, 7th, and 8th Additions; Lynwood South, Ridgeview 1st and 2nd Addition, Rock
Ridge 3rd Addition; Rolling Knolls; Rolling Knolls Plat 2; Rolling Oaks South; Rolling Oaks
South Plat 2, 3, 4, 5, 6, 7, 8; Stonebriar 2nd Addition, Timber Ridge; Timber Ridge South
167th Street West (Kenrick Avenue east to Jaguar Avenue)
Kentucky Avenue (165th Street West south to 167th Street West)
166th Street West (167th Street West east to Javelin Avenue)
Joplin Path (165th Street West south to 166th Street West)
Jonquil Avenue (165th Street West south to 166th Street West, 170th Street West east to
Jasper Lane, and 175th Street West north to 173rd Court West)
Jersey Avenue (165th Street West south to Jersey Court)
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 5
Jersey Court (cul-de-sac located south of 166th Street West)
Javelin Avenue (165th Street West south to Javelin Court)
Javelin Court (cul-de-sac located south of Javelin Avenue and 170th Street West)
Jacaranda Way (167th Street West north to Lynwood North 8th Addition)
Jacana Court (cul-de-sac located south of 167th Street West)
Jonray Court (cul-de-sac located north of 167th Street West)
Joplin Way (loop street located south of 167th Street West)
Jonquil Trail (167th Street West south to 170th Street West including cul-de-sac)
169th Street West (Jonquil Trail east to Javelin Avenue)
Jasper Path (Javelin Avenue east to Jalisco Terrace West including cul-de-sac)
Jasper Circle (cul-de-sac located northwest off Jasper Path)
Jalisco Terrace (loop street located north of 170th Street West including cul-de-sac)
Jordan Court (cul-de-sac located south of Jonquil Avenue)
Joplin Avenue (Jordan Court south to Argonne Estates)
Jonathan Court (south of Jonquil Avenue)
Jefferson Avenue (Jonquil Avenue south to Jefferson Court)
Jefferson Court (east and west cul-de-sacs located south of Jefferson Avenue)
Jaybell Court (cul-de-sac located north of Jonquil Avenue)
Jasper Lane (cul-de-sac located northeast of Jasper Trail including off-shoot cul-de-sacs)
Jasper Trail (Jasper Lane south to 173rd Street West)
Jasper Court (cul-de-sac located east of Jasper Trail)
173rd Court West (cul-de-sac located west of Jonquil Avenue)
Jersey Way (175th Street West northeast to 173rd Street West)
Java Court North (cul-de-sac located north of 175th Street West)
Jasmine Avenue (175th Street West north to 173rd Street West)
173rd Street West (Jasper Trail east to Jade Terrace)
Jalisco Lane (Jasmine Avenue northeast to 173rd Street West)
Jaguar Path (175th Street West north to 173rd Street West)
Jade Terrace (Ixonia Path northwest to Jade Court)
Jade Court (cul-de-sac northeast to Jackrabbit Path)
Ithaca Lane (Ixonia Path north to Upper 173rd Court West)
Ixonia Path (175th Street West north to 172nd Street West)
Ixonia Court (cul-de-sac located south of Ixonia Path)
Isleton Avenue (175th Street West north to Ixonia Path)
Ithaca Court (cul-de-sac located southeast of Ithaca Lane)
Upper 173rd Court West (cul-de-sac east to Ixonia Path)
172nd Street West (Jackrabbit Path east to Isleton Avenue)
The project location map is shown above and in Figures 1-2 of Appendix A of this report.
2.3 Existing Conditions
2.3.1 Roadway Surface
Streets within the proposed improvement area are aging and experiencing differing severities of
distresses including alligator, transverse, and longitudinal cracking. The curb and gutter is in fair
to poor condition with cracking and settlements resulting in isolated drainage issues. All project
areas contain landscaping, trees, irrigation systems, and numerous other private improvements
beyond the edge of the roadway and within City right-of-way.
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 6
The photos below illustrate some of the varying levels of pavement distress.
173rd Court West near Jonquil Avenue
Javelin Avenue near 165th Street West
Concrete sidewalks are located within the project area along the north side of 167th Street West,
the south side of CSAH 46, and the north side of 175th Street West, and are generally in good
condition, however, the existing pedestrian ramps do not meet the current Americans with
Disabilities Act (ADA) and City of Lakeville design standards.
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 7
Table 1 below provides a summary of existing street conditions within the 2017 Street Reconstruction Project.
Table 1 – 2017 Street Reconstruction Project
Summary of Existing Street Conditions
Street Name ROW Street
Width Curb Type Sub-grade Sub-base
(aggregate)
Avg. Bit.
Section
Approx. Year of
Original
Construction
Argonne Farms; Barrett 1st, 2nd, and 3rd Addition; Forest Hills; Lynwood North; Lynwood North 4th, 5th, 7th, and 8th Additions; Lynwood South,
Ridgeview 1st and 2nd Addition, Rock Ridge 3rd Addition; Rolling Knolls; Rolling Knolls Plat 2; Rolling Oaks South; Rolling Oaks South Plat 2, 3, 4, 5,
6, 7, 8; Stonebriar 2nd Addition, Timber Ridge; Timber Ridge South
167th Street West 60’ – 100’ 32’ - 42’ B618, D412
Fill: Poorly
Graded Sand
with Silt, Silty
Sand
2.5” – 13.5” 4” – 6” 1985 – 1993
Kentucky Avenue 60’ 32’ D412
Fill: Poorly
Graded Sand
with Silt
6” 4” 1994
166th Street West 60’ 32’ D412 Fill: Sandy Lean
Clay 6” 5.5” 1986 - 1991
Joplin Path 60’ 32’ D412 Silty Sand 6.5” 4” 1989
Jonquil Avenue (165th Street
West to 166th Street West) 60’ 32’ D412 Fill: Sandy Lean
Clay 6” 4.5” 1989
Jonquil Avenue (170th Street
West to Jasper Trail) 60’ 32’ D412
Silty Sand, Fill:
Poorly Graded
Sand with Silt
4” – 7” 3” – 3.75” 1985 - 1993
Jonquil Avenue (175th Street to
173rd Court West) 60’ 32’ B618, D412 Silty Sand
Thickness Not
Noted During
Drilling
Thickness Not
Noted During
Drilling
1967
Jersey Avenue 60’ 32’ D412 Fill: Sandy Lean
Clay 6” 3.5” 1987
Jersey Court 60’ – 120’ 32’ – 90’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1987
Javelin Avenue 60’ – 120’ 32’ – 90’ D412
Silty Sand,
Sandy Lean
Clay, Fill: Sandy
Lean Clay
5” – 7” 3.25” – 5.75” 1987 - 1992
Javelin Court 60’ – 120’ 32’ – 90’ D412 Silty Sand 9” 3.25” 1987
Jacaranda Way 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1994
Jacana Court 60’ – 120’ 32’ – 90’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1994
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 8
Table 1 – 2017 Street Reconstruction Project
Summary of Existing Street Conditions
Street Name ROW Street
Width Curb Type Sub-grade Sub-base
(aggregate)
Avg. Bit.
Section
Approx. Year of
Original
Construction
Jonray Court 60’ – 120’ 32’ – 90’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1992
Joplin Way 60’ 32’ D412
Fill: Poorly
Graded Sand
with Silt
4” 4.5” 1985
Jonquil Trail 60’ – 120’ 32’ – 90’ D412 Fill: Silty Sand 1.5” 5.5” 1985
169th Street West 60’ – 120’ 32’ – 90’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1991
Jasper Path 60’ – 120’ 32’ – 90’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available 1991
Jasper Circle 60’ – 120’ 32’ – 90’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available 1992
Jalisco Terrace West 60’ 32’ D412 Fill: Sandy Lean
Clay 9” 3.5” 1989
Jalisco Terrace East 60’ – 120’ 32’ – 90’ B618, D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1989
Jordan Court 60’ – 120’ 32’ – 90’ D412 Fill: Sandy Lean
Clay 4.5” 5.25” 1985
Joplin Avenue 60’ 32’ D412 Silty Sand 8” 3.75” 1985
Jonathan Court 60’ – 120’ 32’ – 90’ D412 Fill: Silty Sand 3” 4.5” 1993
Jefferson Avenue 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1993
Jefferson Court 60’ – 120’ 32’ – 90’ D412 Fill: Silty Sand 3” 4.5” 1993
Jaybell Court 60’ – 120’ 32’ – 90’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1993
Jasper Lane 60’ – 120’ 32’ – 90’ B618, D412 Silty Sand 13” 4.5” 1987
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 9
Table 1 – 2017 Street Reconstruction Project
Summary of Existing Street Conditions
Street Name ROW Street
Width Curb Type Sub-grade Sub-base
(aggregate)
Avg. Bit.
Section
Approx. Year of
Original
Construction
Jasper Trail 60’ – 120’ 32’ – 90’ D412 Silty Sand 8” 3.5” 1987
Jasper Court 60’ – 120’ 32’ – 90’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1987
173rd Court West 60’ – 120’ 32’ -90’ D412 Fill: Sandy Lean
Clay 2” 2.25” 1967
Jersey Way 60’ 32’ D412 Silty Sand 8.5” 3.75” 1967
Java Court North 60’ – 120’ 32’ – 80’ D412 Silty Sand 7” 2.75” 1967
Jasmine Avenue 60’ 32’ D412 Silty Sand 6” 3.5” 1985
173rd Street West 60’ 32’ D412 Silty Sand 8.5” 3.75” 1986
Jalisco Lane 60’ 32’ D412 Fill: Silty Sand 10” 3.75” 1986
Jaguar Path 60’ 32’ D412 Fill: Sandy Lean
Clay 6” 4” 1986
Jade Terrace 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1987
Jade Court 60’ – 120’ 32’ – 90’ D412 Fill: Sandy Lean
Clay 6” 3.5” 1987
Ithaca Lane 60’ 32’ D412 Fill: Silty Sand 8” 4.5” 1986
Ixonia Path 60’ 32’ D412 Silty Sand 2” – 4” 3” – 3.5” 1983 - 1986
Ixonia Court 60’ – 120’ 32’ – 90’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available 1986
Iselton Avenue 60’ 32’ D412 Fill: Silty Sand 5” 3” 1983
Ithaca Court 60’ – 120’ 32’ – 90’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available 1986
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 10
Table 1 – 2017 Street Reconstruction Project
Summary of Existing Street Conditions
Street Name ROW Street
Width Curb Type Sub-grade Sub-base
(aggregate)
Avg. Bit.
Section
Approx. Year of
Original
Construction
Upper 173rd Court West 60’ – 120’ 32’ – 90’ D412 Fill: Sandy Lean
Clay 11” 4.5” 1986
172nd Street West 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available 1995
A copy of the geotechnical soil boring logs may be found in Appendix D of this report.
2.3.2 Storm Sewer
City record drawing information indicates that storm sewer facilities exist within the 2017 Street
Reconstruction Project area. Runoff from the 2017 Project is tributary to Crystal Lake, North
Creek, and Orchard Lake. The majority of the subwatersheds within the 2017 Project contain
ponds and wetlands that serve as intermediate storage areas for runoff.
The Crystal Lake Stormwater District is managed by the Black Dog Watershed Management
Organization (BDWMO). Drainage from the Crystal Lake District flows to the Minnesota River via
Earley Lake and Sunset Pond.
Regional Stormwater Basin CL-4-1 is located south of 166th Street West, north of 167th
Street West, and west of Jonray Court within Rolling Oaks Park. This storage basin
contains water only during larger flooding events, when a portion of the park field is
inundated.
Regional Stormwater Basin CL-7-2 is located in Rolling Oaks South Plat 6, south of 165th
Street West, east of Kenrick Avenue and west of Kentucky Avenue. Kentucky Avenue,
Joplin Way and portions of 166th Street West and 167th Street West drain to this regional
stormwater basin.
Regional Stormwater Basin CL-10-1 is located in Rolling Oaks South, north of 170th
Street West, and northwest of Jonquil Trail. Approximately 1,200 lineal feet of Jonquil
Trail, and 1,500 lineal feet of Jonquil Avenue, portions of Kenrick Avenue, 170th Court
West, and 170th Street West, and Mills Lakeville Addition drains to this regional
stormwater basin.
Regional Stormwater Basin CL-18-1 is located in Lynwood North 7th Addition, east of
Jacaranda Way, west of Jaguar Avenue, and north of 167th Street West. Majority of the
streets north of 170th Street West, east of Javelin Court, west of Jaguar Avenue, and
south of CSAH 46 drain to this regional stormwater basin.
The North Creek Stormwater District drains to the Vermillion River, which falls under the
jurisdiction of the Vermillion River Watershed Joint Powers Organizations (VRWJPO), and is
identified as regional stormwater basin OL-22-1.
Runoff that is discharged through the existing storm sewer collection and conveyance system and
outlets into the North Creek Stormwater District includes:
Drainage from approximately 550 lineal feet of Jade Terrace, 650 lineal feet of Ithaca
Lane, Ithaca Court, 275 lineal feet of Upper 173rd Court West, and Isleton Avenue (175th
Street West north to Ixonia Path) is conveyed through the existing storm sewer system to
the Steve Michaud Conservation Area.
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 11
The Orchard Lake Stormwater District lies within the Credit River Watershed, which is managed
by the Black Dog Watershed Management Organization (BDWMO). Drainage from the Orchard
Lake District flows into Credit River, which ultimately discharges into the Minnesota River. Goose
Lake, located within the project boundaries, is also in this district.
Orchard Lake also drains to the Vermillion River, which falls under the jurisdiction of the
Vermillion River Watershed Joint Powers Organization (VRWJPO), and is identified as regional
stormwater basin OL-22-1.
Runoff that is discharged through the existing storm sewer collection and conveyance system and
outlets into the Orchard Lake Stormwater District includes:
Regional Stormwater Basin OL-18-1 is located in Timber Ridge South, south of Jonquil
Avenue, east of Jonathan Court, and northwest of Jefferson Court. The western leg of
Jefferson Court, and approximately 500 lineal feet of Jonquil Avenue drain to this regional
stormwater basin.
Regional Stormwater Basin OL-18-2 is split between Rolling Oaks South Plat 4 and
Timber Ridge, located south of Jonquil Avenue, east of Jordan Court and west of
Jonathan Court. Jonathan Court and approximately 500 lineal feet of Jonquil Avenue
drain to this regional stormwater basin.
Regional Stormwater Basin OL-18-3 is located in Argonne Estates, offsite of the project
area, northeast of Joy Court and west of Joplin Avenue. Jordan Court and approximately
550 lineal feet of Joplin Avenue drain to this regional stormwater basin.
Regional Stormwater Basin OL-18-4 is located in Timber Ridge South, south of Jonathan
Court and east of Joplin Avenue. Rear yard of portions of Timber Ridge South and
Rolling Oaks South Plat 4 drain to this regional stormwater basin. This basin functions in
coordination with Basins OL-18-1, OL-18-2, and OL-18-4.
Regional Stormwater Basin OL-19-1is split between Argonne Farms and Timber Ridge
South, located north of Jonquil Avenue and 173rd Court West, south of Jefferson Court.
The eastern leg of Jefferson Court, Jefferson Avenue, 173rd Court West and
approximately 500 lineal feet of Jonquil Avenue drains to the regional stormwater basin.
Regional Stormwater Basin OL-20-1is located in Timber Ridge South, east of Jefferson
Court and Jefferson Avenue, West of Jasper Trail, and south of Jonquil Trail. Java Court
North, Jersey Way, Jefferson Avenue, the eastern leg of Jefferson Court, Jasper Trail,
Jaybell Court, and approximately 650 lineal feet of Jonquil Avenue drain to this regional
stormwater basin.
Regional Stormwater Basin OL-22-1is located in Ridgeview 2nd Addition, east of Jasmine
Court, north of 173rd Street West and west of Jade Court. Jalisco Lane, Jaguar Path
(175th Street West north to 173rd Street West), 173rd Street West (Jalisco Lane east to
Jade Terrace), and approximately 500 lineal feet of Jade Terrace and Jade Court drain to
this regional stormwater basin.
Regional Stormwater Basin OL-23-1 is located in Argonne Farms, north of 175th Street
West and west of Jonquil Avenue. Approximately 450 lineal feet of Jonquil Avenue
drains to this regional stormwater basin.
The majority of the storm sewer facilities within the proposed 2017 Street Reconstruction Project
area provide the necessary collection and conveyance capacity. At the June 23, 2016
Neighborhood Meeting, some residents approached City staff with concerns regarding localized
drainage issues within the project.
Localized drainage issues were identified by residents and City staff in the following areas:
17200 Jasper Trail
10426 169th Street West
16836 Jonquil Trail
9998 173rd Street West
10020 173rd Street West
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 12
17463 Jaguar Path
10115 173rd Street West
2.3.3 Water Main
All of the existing water main located within the 2017 Street Reconstruction Project is ductile iron
pipe (DIP). Eight-inch diameter water main pipe exists within the majority of the project area;
however, the following roadways have been identified as having water main pipe diameters other
than 8-inch DIP:
6-inch Water Main (DIP):
Joplin Path
Jonquil Avenue
Jersey Avenue
J e r s e y C o u r t
Janaca Court
Jonray Court
Joplin Way
169th Street West
Jasper Circle
Jalisco Terrace West
Jalisco Terrace East
Javelin Court (terminus to 170th Street West)
Jordan Court
Joplin Avenue (Jonquil Avenue south to17231 Joplin Avenue)
Jaybell Court
Jasper Lane (terminus west to 17123 Jasper Lane)
173rd Court West
Jersey Way (175th Street West to Jasper Terrace)
Java Court North
Jalisco Lane
Jaguar Path
Jasmine Court (terminus west to 17277 Jasmine Court)
Jade Court (173rd Street West northeast to 20195 Holyoke Avenue)
172nd Street West (9741 172nd Street West east to Isleton Avenue)
Upper 173rd Court West
Ithaca Lane
Ithaca Court
Ixonia Court
12-inch Water Main (DIP):
167th Street West (166th Street West to Javelin Avenue)
Jonquil Trail (167th Street West to 169th Street West)
Jonquil Trail (Jonquil Avenue east to 16943 Jonquil Trail)
16-inch Water Main (DIP):
Jonquil Avenue (170th Street West to Jonathan Court)
Jonathan Court
Jonquil Avenue (173rd Court West to 175th Street West)
167th Street West (Javelin Avenue to Jaguar Avenue)
City maintenance records indicate a sporadic water main break history throughout the 2017
Project and have required typical maintenance efforts.
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 13
The City’s Public Works Department pot holed water main facilities along 167th Street, an area
with a more significant break history, and the West and found that the level of deterioration of the
existing 8-inch water main merits replacement from Kenrick Avenue east to 166th Street West.
2.3.4 Sanitary Sewer
The majority of the existing sanitary sewer located within the 2017 Street Reconstruction Project
consists of 8-inch polyvinylchloride pipe (PVC) within the local roadways. The following roadway
has been identified as having sanitary sewer pipe diameters other than 8-inch PVC:
10-inch Sanitary Sewer (PVC):
173rd Court West
The City’s Public Works Department televised the sanitary sewer and inspected all of the sanitary
sewer manholes. Nearly all of the sanitary sewer manholes were identified as needing new rings
and/or castings and are proposed to be repaired as a part of this project.
2.3.5 Wetlands
Wetland impacts are anticipated with the proposed improvement project, however, it is
anticipated that those impacts will qualify for a Utility Exemption and will not require replacement
provided the total impacts do not exceed 0.50 acres per the Wetland Conservation Act
requirements.
2.3.6 Retaining Walls
Existing retaining walls are located along Jonquil Avenue, north of 175th Street West and south of
173rd Court West, and are experiencing significant levels of distress. The following picture
illustrates some of the distress:
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 14
2.4 Proposed Improvements
2.4.1 Roadway Surface
Surface improvements recommended with the 2017 Street Reconstruction Project are intended to
extend the life of the existing roadway systems, improve isolated drainage issues, and improve
the ride quality of the roadways.
Surface improvements include the reclamation of all roadways. Reclamation is the process by
which the existing deteriorating roadway surface is reclaimed and mixed with the existing
aggregate base and reused as aggregate roadway base for the new street section. Street grades
will closely match the existing grades so as to minimize construction impacts to adjacent
properties. Minor adjustments to select roadway vertical profiles will be proposed to improve
drainage conditions. A significant portion of the existing curb and gutter within the project is still
in acceptable condition, and so only spot curb and gutter replacement is proposed.
The local residential streets within the project area will be reclaimed and reconstructed in
accordance with City’s local roadway design standards, and are proposed to consist of the
following section as recommended in the Geotechnical Report prepared by Braun Intertec
Corporation dated October 4, 2016: 1 ½ inches of bituminous wearing course, 2 inches of
bituminous base course, and 6 inches of reclaimed aggregate base over 12 inches of an
acceptable, compacted subgrade. Appendix A illustrates the proposed residential roadway
section.
All of the collector roadways within the project, as identified in the City’s Roadway Functional
Classification map, including167th Street West, 172nd Street West (west of Jackpine Trail, Jade
Court (172nd Street West to Jade Terrace), Jade Terrace, and a Ixonia Path (175th Street West to
Jade Terrace), will be reclaimed and reconstructed in accordance with City’s collector roadway
design standards. The reconstructed collector streets are proposed to consist of the following
section: 2 inches of bituminous wearing course, 2 inches of bituminous base course, and 6
inches of reclaimed aggregate base over 12 inches of an acceptable, compacted subgrade.
Appendix A illustrates the proposed collector roadway section.
All existing pedestrian curb ramps within the project area will be reconstructed to meet current
ADA accessibility design standards as a part of the 2017 Street Reconstruction Project.
2.4.2 Storm Sewer
Reconstruction of the streets provides a timely opportunity to improve drainage conditions and
increase the longevity of the streets within the project area by installing additional storm sewer
facilities. Potential drainage improvements to be evaluated with final design of the project
include: supplementing existing storm sewer facilities with the addition of catch basins
throughout the project area, draintile installation at low points and in areas with poorly draining
soils, and replacement of damaged or deteriorated infrastructure.
Manholes, manhole casting, and catch basin castings are also proposed to be repaired / replaced
to meet current City storm sewer standards as part of the 2017 Street Reconstruction Project.
2.4.3 Water Main Improvements
The geotechnical investigation performed by Braun Intertec in May of 2016 included a collection
of soil samples from within the 2017 Street Reconstruction Project area which measured the
corrosivity of the soil. The results of the corrosivity testing indicate that the project area contains
corrosive soils that impact iron water main pipe.
It is proposed that in conjunction with the street improvements within the project, the service life
of the existing water main system should also be extended by means other than complete
replacement with a non-corrosive pipe material. The proposed method of extending the service
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 15
life of iron water main pipe buried in corrosive soils is corrosion protection. Corrosion protection
directly connects the iron water main pipe to a more easily corrodible material, or “sacrificial
anode,” which corrodes first instead of the iron water main thus reducing the rate of deterioration
of buried iron pipes. This effort will extend the service life of the existing water main without
replacing the entire water main system. Corrosion protection has been shown to extend the
service life of the water main at a lower cost than pipe repairs or main replacements.
Installing corrosion protection along the water main within the 2017 Street Reconstruction Project
area provides a timely and cost effective solution to what will otherwise continue as a long-term
maintenance problem. In addition, bolts that have deteriorated at existing hydrants and water
main valves will be replaced with stainless steel bolts, which are more resistant to the corrosive
nature of the underlying soils.
It is further proposed that the existing 8-inch water main along 167th Street West from Kenrick
Avenue to 166th Street West be replaced with pipe not susceptible to corrosive soils due to the
condition of the pipe and water main break history in the area. Replacing the existing pipe
provides a timely and cost-effective solution to what has been a long-term maintenance issue
within the area. It is proposed that the existing ductile iron water main in this area be replaced
with PVC water main pipe to withstand the corrosive nature of the soils, therefore reducing the
potential for future water main repairs in the area.
2.4.4 Sanitary Sewer Improvements
The City’s Public Works Department televised the sanitary sewer system. The sanitary sewer
video inspection revealed that the existing sewer pipe is in relatively good condition and will not
need to be replaced.
Sanitary sewer manholes within the project area have been identified as needing new rings
and/or castings and will be repaired as a part of this project. Additionally, all sanitary sewer
manholes within the street reconstruction area will receive external chimney seals as a part of the
project to reduce the potential for inflow and infiltration (I & I) issues and reduce the frequency of
maintenance repairs.
2.4.5 Retaining Walls
The retaining walls located within City right-of-way along Jonquil Avenue, north of 175th Street
West, poses a public safety and maintenance concern. It is proposed that in conjunction with the
street improvements identified that the existing retaining wall be replaced with a block retaining
structure.
2.4.6 Street Sign Replacement
All existing street signs within the project will be replaced with new street signs that meet the
Federal Highway Administration’s (FHWA) requirements for retro-reflectivity.
2.4.7 Mailbox Replacement
It is the City’s intent to salvage and reinstall all existing mailboxes and mailbox supports that may
be impacted with construction. In the event the condition of the existing mailbox support warrants
replacement prior to reinstallation, the City is proposing to salvage the existing mailbox and install
a new mailbox support that will meet both City Standards and United States Postal Service
(USPS) requirements.
2.4.8 Permits/Approvals
An NPDES permit for construction activity will be required since more than one (1) acre will be
disturbed by construction activities with the project.
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 16
A Dakota County Work in Right-of-Way user registration will be required for the contractor for any
county roads (i.e. 160th Street West/C.S.A.H. 46) that may be used as a haul route for the project.
A General Permit from the US Army Corps of Engineers will be required for any work that will
impact wetlands. Wetland delineations are expected to be completed in early October; however,
the final wetland impacts cannot be determined until design of the project is completed.
A permit from the Minnesota Department of Health (MDH) will also be required for the
replacement of the water main facilities along 167th Street West.
2.4.9 Construction Access/Staging
The contractor will be responsible for providing access to all properties throughout the project.
Adequately signed detours will be identified to direct traffic around the construction zones and
notify users of the increased truck and construction activity.
Construction will be phased such that construction truck traffic will not need to access newly
reconstructed streets to complete the project. Detailed construction phasing plans will be
developed with final design of the project.
2.4.10 Public Involvement
A public informational meeting was held for the project to discuss the proposed improvements.
The neighborhood meeting was conducted on June 23, 2016, for all property owners within the
proposed project area and included information regarding the proposed improvements, funding,
schedule, and impacts associated with the project. The meeting was intended to update the
property owners on the status of the project and to solicit comments from property owners
regarding combining the pavement reconstruction with efforts to extend the service life of the
existing utilities, using corrosion protection. Comment cards were made available to attendees at
the meetings. Summaries of the correspondence received and questions and answers provided
at the informational meetings are included in Appendix E.
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 17
3. FINANCING
3.1 Opinion of Cost
Detailed opinions of cost for the various project areas can be found in Appendix B of this report. The
opinions of cost incorporate estimated 2017 construction costs and include a ten percent (10%)
contingency factor. Indirect costs are projected at twenty-eight percent (28%) of the construction cost
and include engineering, legal, financing, and administrative costs.
Table 2 below provides a summary of the opinion of probable cost for the 2017 Street Reconstruction
Project.
3.2 Funding
Financing for the street and storm sewer improvements within the 2017 Street Reconstruction Project will
come from City Funds and Special Assessments.
The water main repairs and replacements are proposed to be financed by the City’s Water Operating
Fund. The sanitary sewer repairs are proposed to be financed by the City’s Sanitary Sewer Operating
Fund.
Special Assessments to benefitting properties are proposed to fund forty percent (40%) of the roadway
surface and storm sewer improvements identified to be reconstructed for the project, with the remaining
sixty percent (60%) funded using City Funds. Assessments for this project were calculated on a per
parcel (unit) basis as identified in the City’s Assessment Policy.
The funding level anticipated through the levy of Special Assessments to benefitting property owners for
street improvements is $3,645,890.04 with the following proposed assessments:
Single Family Unit Assessment Rate ....................................................... $4,506.66 per unit
The proposed assessment roll is included in Appendix C of this report, along with an Assessment Map ID
highlighting the benefitting properties and the assessment calculations for benefitting property owners.
Table 2 – 2016 Street Improvements Project
Funding Summary
Funding Source Amount
Street and Storm Sewer Assessments (approximately 40%) $ 3,645,890.04
City CIP Funds $ 5,908,540.30
City Water Funds $ 1,112,838.14
City Sanitary Sewer Funds $ 261,254.40
TOTAL $ 10,928,522.88
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 18
4. PROJECT SCHEDULE
The proposed project schedule for the 2017 Street Reconstruction Project is as follows:
Neighborhood Meeting No. 1 ....................................................................................... June 23, 2016
Accept Feasibility Report / Set Improvement Hearing ............................................ October 17, 2016
Public Hearing .................................................................................................... November 21, 2016
Open Bids / Compute Assessments ........................................................................... March 3, 2017
Declare Costs / Set Assessment Hearing… ............................................................. March 20, 2017
Assessment Hearing and Award Construction Contract ............................................. April 17, 2017
Begin Construction .................................................................................................. April / May 2017
2017 Substantial Completion… ................................................................................ November 2017
Final Completion… ................................................................................................... November 2017
* Schedule assumes any necessary private utility work is completed prior to the start of construction.
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130 Page 19
5. FEASIBILITY AND RECOMMENDATION
The 2017 Street Reconstruction Project includes roadway reclamation, water main improvements, storm
sewer improvements, pedestrian ramp installation, and spot repair and replacement of structurally
deficient curb and gutter. Structurally deficient storm and sanitary sewer manholes and storm sewer
structures identified by the City’s Public Works Department will also be replaced as a part of this project.
The total estimated cost for the 2017 Street Reconstruction Project including roadway, storm sewer,
sanitary sewer, and water main improvements is $10,928,522.88. Proposed funding for the project is
provided through a combination of Special Assessments and City Funds. Construction costs are based
on anticipated construction costs for 2017.
This project is feasible, necessary, and cost-effective from an engineering standpoint. The project
feasibility is subject to financial review by the City. Based on the information contained in this report, it is
recommended to proceed with the improvements as outlined in this report.
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130
APPENDIX A
Figures
171st St W
1 7 0 t h S t W
J a c k s o n T r
J a c k p i n e W a y
1 7 1 s t
C t
K e n r i c k
A v e
Jasper Cir
Jacana Ct
165th St W J a v a L a
J a r r e t t
C i r
J a m i
s o n
P a t
h
166thStW
1 6 7 t h S t W
Jasper Path
J e r s e y
C
t
1 6 7 t h C t WJacaranda W a y
1 6 9 t h S t W
170thCtW
J
o
n
r
a
y
C
t
J
a
c
k
s
o
n
ville
Ct
J a c k d a w P a t h
J
e
r
s
e
y
A
v
e
J a c a m a r
W a y
J
o
n
q
u
i
l
A
v
e
J a l i s c o T e r W
J a c
k p i n e T r
Jaguar Ave
J a v e l i n A v e
J o n q u i l T r
J a v e l i n C t
J a g u a r P l
J o p l i n P a t h
K e n t u c k y A v e
J o p l i n
W a y
J a s p e r L a
J a l
i s c
o T e
r E
Rolli ngOaks Park
Rolli ng OaksConservationArea
0 300150Feet ±
2017 Street Reconstruction ProjectProject Area 1Lakeville, M N
P
a
t
h
:
K
:
\
0
3
1
9
9
-
1
3
0
\
G
I
S
\
M
a
p
s
\
P
r
o
j
e
c
t
L
o
c
a
t
i
o
n
_
A
r
e
a
1
.
m
x
d
D
a
t
e
S
a
v
e
d
:
8
/
1
8
/
2
0
1
6
1
2
:
4
5
:
5
6
P
M
Pro ject Location
Lakeville Parks
J o n q u i l A v e
I s l e t o
n
A v e
171st St W
175th St W
J o n q u i l T r
J o y L a n e
K e n r i c k
A
v
e
Jackpine Ct
I x o n i a P a t h
172nd St W
J a c o b i t e C t
1 7 3 r d St W
Ith
a
c
a C
t
1 7 6 t h S t W
Jonquil Ave
J e f f e r s o n C t
J a d e C t
1 7 0 t h S t W
Upper 173rd Ct W
1 7 1 s t
C t
170thCtW
Italy
Path
J
e
f
f
e
r
s
o
n
A
v
e
J o n a t h a n C t
J a d e T e r
I p s w i c h W a y
Java
C
t
S
J a v a C t N
Isleto
n
A
ve
J asmine Ct173rdCtW
J
unelle
Path
Jackrabbit
P
a
t
h
J a l i s c o L a
J a s p e r L a
J
a
c
k
p
i
n
e
T
r
J a g u a r P a t h
JoyAve
I x o n i a C t
J a y b e l l C t
I x o n i a A v e
I t h a c a L a
J
a
s m i n e
A v e
J o r d a n C t
176thCirW
J a s p e r T r
J a c k s o n T r
J o p l i n A v e
J a v e l i n C t
J
e
r
s
e
y
W
a
y
I t a l y C t
DakotaHeightsPark
Goose LakeConservationArea
0 350175Feet ±
2017 Street Reconstruction ProjectProject Area 2Lakeville, M N
P
a
t
h
:
K
:
\
0
3
1
9
9
-
1
3
0
\
G
I
S
\
M
a
p
s
\
P
r
o
j
e
c
t
L
o
c
a
t
i
o
n
_
A
r
e
a
2
.
m
x
d
D
a
t
e
S
a
v
e
d
:
9
/
3
0
/
2
0
1
6
1
1
:
4
0
:
4
1
A
M
Pro ject Location
Lakeville Parks
TYPICAL SECTION
3
INSET A
701 Xenia Avenue South, Suite 300
Minneapolis, MN 55416
TITLE
TITLE
LAKEVILLE, MINNESOTA
FIGURE
RECONSTRUCTION PROJECT
2016 STREET
WSB NO. 03199-130
RESIDENTIAL STREET
TYPICAL SECTION
4
INSET A
701 Xenia Avenue South, Suite 300
Minneapolis, MN 55416
TITLE
TITLE
LAKEVILLE, MINNESOTA
FIGURE
RECONSTRUCTION PROJECT
2016 STREET
WSB NO. 03199-130
167th Street West
Jade Court (172nd Street to Jade Terrace)
Jade Terrace
Ixonia Path (175th Street West to Jade Terrace)
172nd Street (west of Jackpine Trail)
COLLECTOR STREETS
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130
APPENDIX B
Opinion of Probable Cost
WS
B
P
r
o
j
e
c
t
:
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Design By: LAB
Pr
o
j
e
c
t
L
o
c
a
t
i
o
n
:
Ci
t
y
o
f
L
a
k
e
v
i
l
l
e
Checked By: MEM
Ci
t
y
P
r
o
j
e
c
t
N
o
.
:
#1
7
-
0
2
Date: 10/4/2016
WS
B
P
r
o
j
e
c
t
N
o
:
03
1
9
9
-
1
3
0
20
2
1
.
5
0
1
M
O
B
I
L
I
Z
A
T
I
O
N
LS
2
6
1
,
6
0
0
.
0
0
$
1
.
0
0
2
6
1
,
6
0
0
.
0
0
$
0
.
9
9
2
5
8
,
4
7
5
.
0
8
$
0
.
0
1
3
,
1
2
4
.
9
2
$
21
0
4
.
5
0
1
R
E
M
O
V
E
C
O
N
C
R
E
T
E
C
U
R
B
A
N
D
G
U
T
T
E
R
LF
7
.
0
0
$
5
7
,
1
7
0
.
0
0
4
0
0
,
1
9
0
.
0
0
$
5
7
,
1
7
0
.
0
0
4
0
0
,
1
9
0
.
0
0
$
21
0
4
.
5
0
5
R
E
M
O
V
E
B
I
T
U
M
I
N
O
U
S
D
R
I
V
E
W
A
Y
P
A
V
E
M
E
N
T
SY
1
4
.
0
0
$
9
,
7
6
0
.
0
0
1
3
6
,
6
4
0
.
0
0
$
9
,
7
6
0
.
0
0
1
3
6
,
6
4
0
.
0
0
$
21
0
4
.
5
0
5
R
E
M
O
V
E
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
P
A
V
E
M
E
N
T
SY
9
.
5
0
$
2
,
8
0
0
.
0
0
2
6
,
6
0
0
.
0
0
$
2
,
8
0
0
.
0
0
2
6
,
6
0
0
.
0
0
$
21
0
4
.
5
0
1
R
E
M
O
V
E
R
E
T
A
I
N
I
N
G
W
A
L
L
SF
5
.
0
0
$
5
0
0
.
0
0
2
,
5
0
0
.
0
0
$
0
.
0
0
-
$
5
0
0
.
0
0
2
,
5
0
0
.
0
0
$
21
0
4
.
6
0
1
S
A
L
V
A
G
E
A
N
D
R
E
I
N
S
T
A
L
L
L
A
N
D
S
C
A
P
E
S
T
R
U
C
T
U
R
E
S
EA
C
H
2
,
5
0
0
.
0
0
$
2
0
.
0
0
5
0
,
0
0
0
.
0
0
$
0
.
0
0
-
$
2
0
.
0
0
5
0
,
0
0
0
.
0
0
$
21
0
5
.
5
0
7
S
U
B
G
R
A
D
E
E
X
C
A
V
A
T
I
O
N
(
E
V
)
CY
1
6
.
0
0
$
1
7
,
1
0
0
.
0
0
2
7
3
,
6
0
0
.
0
0
$
1
7
,
1
0
0
.
0
0
2
7
3
,
6
0
0
.
0
0
$
22
1
1
.
5
0
2
A
G
G
R
E
G
A
T
E
B
A
S
E
(
L
V
)
C
L
A
S
S
5
CY
2
5
.
0
0
$
3
8
0
.
0
0
9
,
5
0
0
.
0
0
$
3
8
0
.
0
0
9
,
5
0
0
.
0
0
$
22
1
5
.
5
0
1
F
U
L
L
D
E
P
T
H
R
E
C
L
A
M
A
T
I
O
N
SY
3
.
5
0
$
1
5
5
,
3
1
0
.
0
0
5
4
3
,
5
8
5
.
0
0
$
1
5
5
,
3
1
0
.
0
0
5
4
3
,
5
8
5
.
0
0
$
23
5
7
.
5
0
2
B
I
T
U
M
I
N
O
U
S
M
A
T
E
R
I
A
L
F
O
R
T
A
C
K
C
O
A
T
GA
L
3
.
0
0
$
5
1
,
2
6
0
.
0
0
1
5
3
,
7
8
0
.
0
0
$
5
1
,
2
6
0
.
0
0
1
5
3
,
7
8
0
.
0
0
$
23
6
0
.
5
0
1
T
Y
P
E
S
P
9
.
5
W
E
A
R
I
N
G
C
O
U
R
S
E
M
I
X
(
2
,
C
)
TO
N
4
8
.
0
0
$
1
9
,
3
1
0
.
0
0
9
2
6
,
8
8
0
.
0
0
$
1
9
,
3
1
0
.
0
0
9
2
6
,
8
8
0
.
0
0
$
23
6
0
.
5
0
2
T
Y
P
E
S
P
1
2
.
5
N
O
N
W
E
A
R
C
O
U
R
S
E
M
I
X
(
2
,
C
)
TO
N
4
8
.
0
0
$
1
9
,
3
1
0
.
0
0
9
2
6
,
8
8
0
.
0
0
$
1
9
,
3
1
0
.
0
0
9
2
6
,
8
8
0
.
0
0
$
23
6
0
.
5
0
3
T
Y
P
E
S
P
9
.
5
W
E
A
R
I
N
G
C
O
U
R
S
E
M
I
X
(
2
,
B
)
3
.
0
"
T
HI
C
K
(
D
R
I
V
E
W
A
Y
)
S
Y
2
5
.
0
0
$
8
,
9
0
0
.
0
0
2
2
2
,
5
0
0
.
0
0
$
8
,
9
0
0
.
0
0
2
2
2
,
5
0
0
.
0
0
$
23
6
0
.
5
0
3
T
Y
P
E
S
P
9
.
5
W
E
A
R
I
N
G
C
O
U
R
S
E
M
I
X
(
2
,
B
)
3
.
0
"
T
HI
C
K
(
D
R
I
V
E
W
A
Y
S
P
E
C
I
A
L
)
S
Y
3
0
.
0
0
$
8
7
0
.
0
0
2
6
,
1
0
0
.
0
0
$
8
7
0
.
0
0
2
6
,
1
0
0
.
0
0
$
24
1
1
.
6
0
4
M
O
D
U
L
A
R
B
L
O
C
K
R
E
T
A
I
N
I
N
G
W
A
L
L
SF
2
0
.
0
0
$
5
0
0
.
0
0
1
0
,
0
0
0
.
0
0
$
0
.
0
0
-
$
5
0
0
.
0
0
1
0
,
0
0
0
.
0
0
$
25
2
1
.
5
0
1
4
"
C
O
N
C
R
E
T
E
W
A
L
K
SF
1
0
.
0
0
$
9
,
2
1
0
.
0
0
9
2
,
1
0
0
.
0
0
$
9
,
2
1
0
.
0
0
9
2
,
1
0
0
.
0
0
$
25
3
1
.
5
0
1
C
O
N
C
R
E
T
E
C
U
R
B
&
G
U
T
T
E
R
D
E
S
I
G
N
D
4
1
2
LF
1
7
.
0
0
$
5
4
,
9
4
0
.
0
0
9
3
3
,
9
8
0
.
0
0
$
5
4
,
9
4
0
.
0
0
9
3
3
,
9
8
0
.
0
0
$
25
3
1
.
5
0
1
C
O
N
C
R
E
T
E
C
U
R
B
&
G
U
T
T
E
R
D
E
S
I
G
N
B
6
1
8
LF
1
7
.
0
0
$
2
,
2
4
0
.
0
0
3
8
,
0
8
0
.
0
0
$
2
,
2
4
0
.
0
0
3
8
,
0
8
0
.
0
0
$
25
3
1
.
5
0
7
7
"
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
P
A
V
E
M
E
N
T
SY
7
5
.
0
0
$
2
,
5
0
0
.
0
0
1
8
7
,
5
0
0
.
0
0
$
2
,
5
0
0
.
0
0
1
8
7
,
5
0
0
.
0
0
$
25
3
1
.
5
0
7
7
"
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
P
A
V
E
M
E
N
T
(
S
P
E
C
I
A
L
)
SY
2
5
0
.
0
0
$
3
2
0
.
0
0
8
0
,
0
0
0
.
0
0
$
3
2
0
.
0
0
8
0
,
0
0
0
.
0
0
$
25
3
1
.
6
1
8
T
R
U
N
C
A
T
E
D
D
O
M
E
S
SF
4
0
.
0
0
$
7
2
.
0
0
2
,
8
8
0
.
0
0
$
7
2
.
0
0
2
,
8
8
0
.
0
0
$
25
3
1
.
6
1
8
A
D
A
C
O
M
P
L
I
A
N
C
E
S
U
P
E
R
V
I
S
O
R
LS
2
,
5
0
0
.
0
0
$
1
.
0
0
2
,
5
0
0
.
0
0
$
1
.
0
0
2
,
5
0
0
.
0
0
$
25
4
0
.
6
0
2
M
A
I
L
B
O
X
EA
C
H
5
0
.
0
0
$
8
0
.
0
0
4
,
0
0
0
.
0
0
$
8
0
.
0
0
4
,
0
0
0
.
0
0
$
25
4
0
.
6
0
2
M
A
I
L
B
O
X
S
U
P
P
O
R
T
EA
C
H
1
0
0
.
0
0
$
8
0
.
0
0
8
,
0
0
0
.
0
0
$
8
0
.
0
0
8
,
0
0
0
.
0
0
$
25
6
3
.
6
0
1
T
R
A
F
F
I
C
C
O
N
T
R
O
L
LS
1
0
,
0
0
0
.
0
0
$
1
.
0
0
1
0
,
0
0
0
.
0
0
$
1
.
0
0
1
0
,
0
0
0
.
0
0
$
25
7
3
.
5
0
2
S
I
L
T
F
E
N
C
E
,
T
Y
P
E
M
S
LF
3
.
0
0
$
2
0
0
.
0
0
6
0
0
.
0
0
$
2
0
0
.
0
0
6
0
0
.
0
0
$
25
7
5
.
5
0
5
S
O
D
D
I
N
G
T
Y
P
E
L
A
W
N
(
I
N
C
L
.
T
O
P
S
O
I
L
&
F
E
R
T
I
L
I
Z
ER
)
SY
8
.
5
0
$
1
6
,
9
5
0
.
0
0
1
4
4
,
0
7
5
.
0
0
$
1
6
,
9
5
0
.
0
0
1
4
4
,
0
7
5
.
0
0
$
25
7
5
.
5
3
5
W
A
T
E
R
(
T
U
R
F
E
S
T
A
B
L
I
S
H
M
E
N
T
)
MG
A
L
5
0
.
0
0
$
3
0
5
.
0
0
1
5
,
2
5
0
.
0
0
$
3
0
5
.
0
0
1
5
,
2
5
0
.
0
0
$
25
8
2
.
5
0
1
P
A
V
E
M
E
N
T
M
E
S
S
A
G
E
(
L
E
F
T
A
R
R
O
W
)
P
A
I
N
T
EA
C
H
1
0
0
.
0
0
$
2
.
0
0
2
0
0
.
0
0
$
2
.
0
0
2
0
0
.
0
0
$
25
8
2
.
5
0
1
P
A
V
E
M
E
N
T
M
E
S
S
A
G
E
(
R
I
G
H
T
A
R
R
O
W
)
P
A
I
N
T
EA
C
H
1
0
0
.
0
0
$
2
.
0
0
2
0
0
.
0
0
$
2
.
0
0
2
0
0
.
0
0
$
25
8
2
.
5
0
2
4
"
D
O
U
B
L
E
S
O
L
I
D
L
I
N
E
Y
E
L
L
O
W
-
P
A
I
N
T
LF
2
.
0
0
$
2
0
0
.
0
0
4
0
0
.
0
0
$
2
0
0
.
0
0
4
0
0
.
0
0
$
25
8
2
.
5
0
2
4
"
S
O
L
I
D
L
I
N
E
W
H
I
T
E
-
P
A
I
N
T
LF
2
.
0
0
$
1
6
0
.
0
0
3
2
0
.
0
0
$
1
6
0
.
0
0
3
2
0
.
0
0
$
25
8
2
.
5
0
2
1
2
"
S
O
L
I
D
L
I
N
E
W
H
I
T
E
-
P
A
I
N
T
LF
1
0
.
0
0
$
3
3
0
.
0
0
3
,
3
0
0
.
0
0
$
3
3
0
.
0
0
3
,
3
0
0
.
0
0
$
SU
B
T
O
T
A
L
=
5
,
4
9
3
,
7
4
0
.
0
0
$
20
2
1
.
5
0
1
M
O
B
I
L
I
Z
A
T
I
O
N
LS
3
7
,
6
0
0
.
0
0
$
1
.
0
0
3
7
,
6
0
0
.
0
0
$
1.00 37,600.00 $
21
0
4
.
5
0
1
R
E
M
O
V
E
W
A
T
E
R
M
A
I
N
LF
9
.
0
0
$
7
6
7
.
0
0
6
,
9
0
3
.
0
0
$
767.00 6,903.00 $
21
0
4
.
5
0
9
R
E
M
O
V
E
H
Y
D
R
A
N
T
EA
C
H
2
5
0
.
0
0
$
1
2
.
0
0
3
,
0
0
0
.
0
0
$
12.00 3,000.00 $
25
0
4
.
6
0
2
C
O
N
N
E
C
T
T
O
E
X
I
S
T
I
N
G
W
A
T
E
R
M
A
I
N
EA
C
H
1
,
7
0
0
.
0
0
$
2
.
0
0
3
,
4
0
0
.
0
0
$
2.00 3,400.00 $
25
0
4
.
6
0
2
H
Y
D
R
A
N
T
EA
C
H
5
,
0
0
0
.
0
0
$
1
2
.
0
0
6
0
,
0
0
0
.
0
0
$
12.00 60,000.00 $
25
0
4
.
6
0
2
V
A
L
V
E
B
O
X
(
T
O
P
S
E
C
T
I
O
N
)
EA
C
H
3
5
0
.
0
0
$
1
1
4
.
0
0
3
9
,
9
0
0
.
0
0
$
114.00 39,900.00 $
25
0
4
.
6
0
2
V
A
L
V
E
B
O
X
(
M
I
D
S
E
C
T
I
O
N
)
EA
C
H
3
5
0
.
0
0
$
1
1
4
.
0
0
3
9
,
9
0
0
.
0
0
$
114.00 39,900.00 $
20
1
7
S
T
R
E
E
T
R
E
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
-
O
P
I
N
I
O
N
O
F
P
R
O
BA
B
L
E
C
O
S
T
A.
S
u
r
f
a
c
e
I
m
p
r
o
v
e
m
e
n
t
s
B.
W
a
t
e
r
M
a
i
n
I
m
p
r
o
v
e
m
e
n
t
s
5,
4
2
8
,
1
1
5
.
0
8
$
65,624.92 $ 2017 Street Reconstruction Project Funding Source
Un
i
t
P
r
i
c
e
To
t
a
l
E
s
t
i
m
a
t
e
d
Co
s
t
To
t
a
l
E
s
t
i
m
a
t
e
d
Qu
a
n
t
i
t
y
MN
/
D
O
T
Sp
e
c
i
f
i
c
a
t
i
o
n
N
o
.
Un
i
t
De
s
c
r
i
p
t
i
o
n
Es
t
i
m
a
t
e
d
T
o
t
a
l
Qu
a
n
t
i
t
y
Es
t
i
m
a
t
e
d
T
o
t
a
l
Co
s
t
St
r
e
e
t
I
m
p
r
o
v
e
m
e
n
t
F
u
n
d
a
n
d
Sp
e
c
i
a
l
A
s
s
e
s
s
m
e
n
t
Street Improvement Fund (Non- Assessible) Estimated Total Quantity Estimated Total Cost Watermain Fund Estimated Total Quantity Estimated Total Cost Sanitary Fund Estimated Total Quantity Estimated Total Cost Page 1
WS
B
P
r
o
j
e
c
t
:
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Design By: LAB
Pr
o
j
e
c
t
L
o
c
a
t
i
o
n
:
Ci
t
y
o
f
L
a
k
e
v
i
l
l
e
Checked By: MEM
Ci
t
y
P
r
o
j
e
c
t
N
o
.
:
#1
7
-
0
2
Date: 10/4/2016
WS
B
P
r
o
j
e
c
t
N
o
:
03
1
9
9
-
1
3
0
20
1
7
S
T
R
E
E
T
R
E
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
-
O
P
I
N
I
O
N
O
F
P
R
O
BA
B
L
E
C
O
S
T
2017 Street Reconstruction Project Funding Source
Un
i
t
P
r
i
c
e
To
t
a
l
E
s
t
i
m
a
t
e
d
Co
s
t
To
t
a
l
E
s
t
i
m
a
t
e
d
Qu
a
n
t
i
t
y
MN
/
D
O
T
Sp
e
c
i
f
i
c
a
t
i
o
n
N
o
.
Un
i
t
De
s
c
r
i
p
t
i
o
n
Es
t
i
m
a
t
e
d
T
o
t
a
l
Qu
a
n
t
i
t
y
Es
t
i
m
a
t
e
d
T
o
t
a
l
Co
s
t
St
r
e
e
t
I
m
p
r
o
v
e
m
e
n
t
F
u
n
d
a
n
d
Sp
e
c
i
a
l
A
s
s
e
s
s
m
e
n
t
Street Improvement Fund (Non- Assessible) Estimated Total Quantity Estimated Total Cost Watermain Fund Estimated Total Quantity Estimated Total Cost Sanitary Fund Estimated Total Quantity Estimated Total Cost
25
0
4
.
6
0
2
V
A
L
V
E
B
O
X
(
B
O
T
T
O
M
S
E
C
T
I
O
N
)
EA
C
H
3
5
0
.
0
0
$
5
7
.
0
0
1
9
,
9
5
0
.
0
0
$
57.00 19,950.00 $
25
0
4
.
6
0
2
6
"
G
A
T
E
V
A
L
V
E
EA
C
H
2
,
1
0
0
.
0
0
$
5
.
0
0
1
0
,
5
0
0
.
0
0
$
5.00 10,500.00 $
25
0
4
.
6
0
2
8
"
G
A
T
E
V
A
L
V
E
EA
C
H
2
,
9
0
0
.
0
0
$
5
.
0
0
1
4
,
5
0
0
.
0
0
$
5.00 14,500.00 $
25
0
4
.
6
0
2
1
2
"
G
A
T
E
V
A
L
V
E
EA
C
H
4
,
0
0
0
.
0
0
$
2
.
0
0
8
,
0
0
0
.
0
0
$
2.00 8,000.00 $
25
0
4
.
6
0
2
1
6
"
G
A
T
E
V
A
L
V
E
EA
C
H
5
,
0
0
0
.
0
0
$
1
.
0
0
5
,
0
0
0
.
0
0
$
1.00 5,000.00 $
25
0
4
.
6
0
3
1
2
"
P
V
C
W
A
T
E
R
M
A
I
N
LF
4
5
.
0
0
$
7
6
7
.
0
0
3
4
,
5
1
5
.
0
0
$
767.00 34,515.00 $
25
0
4
.
6
0
3
S
A
C
R
I
F
I
C
I
A
L
A
N
O
D
E
B
A
G
(
3
2
L
B
)
EA
C
H
2
0
0
.
0
0
$
2
3
2
.
0
0
4
6
,
4
0
0
.
0
0
$
232.00 46,400.00 $
25
0
4
.
6
0
3
B
O
L
T
R
E
P
L
A
C
E
M
E
N
T
EA
C
H
1
,
9
0
0
.
0
0
$
2
3
2
.
0
0
4
4
0
,
8
0
0
.
0
0
$
232.00 440,800.00 $
25
0
4
.
6
0
8
D
U
C
T
I
L
E
I
R
O
N
F
I
T
T
I
N
G
S
LB
1
0
.
0
0
$
2
,
0
0
0
.
0
0
2
0
,
0
0
0
.
0
0
$
2,000.00 20,000.00 $
SU
B
T
O
T
A
L
=
7
9
0
,
3
6
8
.
0
0
$
20
2
1
.
5
0
1
M
O
B
I
L
I
Z
A
T
I
O
N
LS
8
,
8
0
0
.
0
0
$
1
.
0
0
8
,
8
0
0
.
0
0
$
1.00 8,800.00 $
25
0
6
.
5
1
6
C
A
S
T
I
N
G
A
S
S
E
M
B
L
Y
(
S
A
N
I
T
A
R
Y
)
EA
C
H
7
2
5
.
0
0
$
5
0
.
0
0
3
6
,
2
5
0
.
0
0
$
50.00 36,250.00 $
25
0
6
.
5
2
2
A
D
J
U
S
T
F
R
A
M
E
&
R
I
N
G
C
A
S
T
I
N
G
(
S
A
N
I
T
A
R
Y
)
EA
C
H
5
5
0
.
0
0
$
1
9
0
.
0
0
1
0
4
,
5
0
0
.
0
0
$
190.00 104,500.00 $
25
0
6
.
6
0
2
C
H
I
M
N
E
Y
S
E
A
L
S
EA
C
H
1
5
0
.
0
0
$
2
4
0
.
0
0
3
6
,
0
0
0
.
0
0
$
240.00 36,000.00 $
SU
B
T
O
T
A
L
=
1
8
5
,
5
5
0
.
0
0
$
20
2
1
.
5
0
1
M
O
B
I
L
I
Z
A
T
I
O
N
LS
6
1
,
5
0
0
.
0
0
$
1
.
0
0
6
1
,
5
0
0
.
0
0
$
0
.
8
1
4
9
,
7
5
9
.
2
6
$
0
.
1
9
1
1
,
7
4
0
.
7
4
$
21
0
4
.
5
0
1
R
E
M
O
V
E
S
E
W
E
R
P
I
P
E
(
S
T
O
R
M
)
LF
1
0
.
0
0
$
2
,
7
5
0
.
0
0
2
7
,
5
0
0
.
0
0
$
2
,
7
5
0
.
0
0
2
7
,
5
0
0
.
0
0
$
21
0
4
.
5
0
9
R
E
M
O
V
E
D
R
A
I
N
A
G
E
S
T
R
U
C
T
U
R
E
EA
C
H
5
0
0
.
0
0
$
8
5
.
0
0
4
2
,
5
0
0
.
0
0
$
8
5
.
0
0
4
2
,
5
0
0
.
0
0
$
25
0
1
.
5
1
5
1
2
"
R
C
P
I
P
E
A
P
R
O
N
EA
C
H
1
,
0
0
0
.
0
0
$
3
.
0
0
3
,
0
0
0
.
0
0
$
3
.
0
0
3
,
0
0
0
.
0
0
$
25
0
1
.
5
1
5
1
5
"
R
C
P
I
P
E
A
P
R
O
N
EA
C
H
1
,
0
0
0
.
0
0
$
2
.
0
0
2
,
0
0
0
.
0
0
$
2
.
0
0
2
,
0
0
0
.
0
0
$
25
0
1
.
5
1
5
1
8
"
R
C
P
I
P
E
A
P
R
O
N
EA
C
H
2
0
0
.
0
0
$
1
.
0
0
2
0
0
.
0
0
$
1
.
0
0
2
0
0
.
0
0
$
25
0
1
.
5
1
5
2
1
"
R
C
P
I
P
E
A
P
R
O
N
EA
C
H
2
5
0
.
0
0
$
1
.
0
0
2
5
0
.
0
0
$
1
.
0
0
2
5
0
.
0
0
$
25
0
1
.
5
1
5
2
4
"
R
C
P
I
P
E
A
P
R
O
N
EA
C
H
2
5
0
.
0
0
$
1
.
0
0
2
5
0
.
0
0
$
1
.
0
0
2
5
0
.
0
0
$
25
0
1
.
5
1
5
2
7
"
R
C
P
I
P
E
A
P
R
O
N
EA
C
H
2
5
0
.
0
0
$
1
.
0
0
2
5
0
.
0
0
$
0
.
0
0
-
$
1
.
0
0
2
5
0
.
0
0
$
25
0
1
.
5
1
5
4
2
"
R
C
P
I
P
E
A
P
R
O
N
EA
C
H
2
5
0
.
0
0
$
1
.
0
0
2
5
0
.
0
0
$
0
.
0
0
-
$
1
.
0
0
2
5
0
.
0
0
$
25
0
1
.
5
1
5
4
8
"
R
C
P
I
P
E
A
P
R
O
N
EA
C
H
2
5
0
.
0
0
$
1
.
0
0
2
5
0
.
0
0
$
0
.
0
0
-
$
1
.
0
0
2
5
0
.
0
0
$
25
0
1
.
6
0
2
T
R
A
S
H
G
U
A
R
D
F
O
R
1
2
"
P
I
P
E
A
P
R
O
N
EA
C
H
5
0
0
.
0
0
$
3
.
0
0
1
,
5
0
0
.
0
0
$
3
.
0
0
1
,
5
0
0
.
0
0
$
25
0
1
.
6
0
2
T
R
A
S
H
G
U
A
R
D
F
O
R
1
5
"
P
I
P
E
A
P
R
O
N
EA
C
H
5
0
0
.
0
0
$
2
.
0
0
1
,
0
0
0
.
0
0
$
2
.
0
0
1
,
0
0
0
.
0
0
$
25
0
1
.
6
0
2
T
R
A
S
H
G
U
A
R
D
F
O
R
1
8
"
P
I
P
E
A
P
R
O
N
EA
C
H
5
0
0
.
0
0
$
1
.
0
0
5
0
0
.
0
0
$
1
.
0
0
5
0
0
.
0
0
$
25
0
1
.
6
0
2
T
R
A
S
H
G
U
A
R
D
F
O
R
2
1
"
P
I
P
E
A
P
R
O
N
EA
C
H
5
0
0
.
0
0
$
1
.
0
0
5
0
0
.
0
0
$
1
.
0
0
5
0
0
.
0
0
$
25
0
1
.
6
0
2
T
R
A
S
H
G
U
A
R
D
F
O
R
2
4
"
P
I
P
E
A
P
R
O
N
EA
C
H
5
0
0
.
0
0
$
1
.
0
0
5
0
0
.
0
0
$
1
.
0
0
5
0
0
.
0
0
$
25
0
1
.
6
0
2
T
R
A
S
H
G
U
A
R
D
F
O
R
2
7
"
P
I
P
E
A
P
R
O
N
EA
C
H
5
0
0
.
0
0
$
1
.
0
0
5
0
0
.
0
0
$
0
.
0
0
-
$
1
.
0
0
5
0
0
.
0
0
$
25
0
1
.
6
0
2
T
R
A
S
H
G
U
A
R
D
F
O
R
4
2
"
P
I
P
E
A
P
R
O
N
EA
C
H
5
0
0
.
0
0
$
1
.
0
0
5
0
0
.
0
0
$
0
.
0
0
-
$
1
.
0
0
5
0
0
.
0
0
$
25
0
1
.
6
0
2
T
R
A
S
H
G
U
A
R
D
F
O
R
4
8
"
P
I
P
E
A
P
R
O
N
EA
C
H
5
0
0
.
0
0
$
1
.
0
0
5
0
0
.
0
0
$
0
.
0
0
-
$
1
.
0
0
5
0
0
.
0
0
$
25
0
2
.
5
4
1
6
"
P
E
R
F
T
P
P
I
P
E
D
R
A
I
N
LF
1
6
.
0
0
$
9
,
6
7
2
.
0
0
1
5
4
,
7
5
2
.
0
0
$
9
,
6
7
2
.
0
0
1
5
4
,
7
5
2
.
0
0
$
25
0
2
.
6
0
2
6
"
T
P
P
I
P
E
D
R
A
I
N
C
L
E
A
N
O
U
T
EA
C
H
3
0
0
.
0
0
$
1
0
0
.
0
0
3
0
,
0
0
0
.
0
0
$
1
0
0
.
0
0
3
0
,
0
0
0
.
0
0
$
25
0
3
.
5
4
1
1
2
"
R
C
P
I
P
E
S
E
W
E
R
D
E
S
I
G
N
3
0
0
6
C
L
A
S
S
V
LF
4
0
.
0
0
$
9
2
0
.
0
0
3
6
,
8
0
0
.
0
0
$
9
2
0
.
0
0
3
6
,
8
0
0
.
0
0
$
25
0
3
.
5
4
1
1
5
"
R
C
P
I
P
E
S
E
W
E
R
D
E
S
I
G
N
3
0
0
6
C
L
A
S
S
V
LF
4
0
.
0
0
$
7
0
5
.
0
0
2
8
,
2
0
0
.
0
0
$
7
0
5
.
0
0
2
8
,
2
0
0
.
0
0
$
25
0
3
.
5
4
1
1
8
"
R
C
P
I
P
E
S
E
W
E
R
D
E
S
I
G
N
3
0
0
6
C
L
A
S
S
I
I
I
LF
4
5
.
0
0
$
3
3
0
.
0
0
1
4
,
8
5
0
.
0
0
$
3
3
0
.
0
0
1
4
,
8
5
0
.
0
0
$
25
0
3
.
5
4
1
2
1
"
R
C
P
I
P
E
S
E
W
E
R
D
E
S
I
G
N
3
0
0
6
C
L
A
S
S
I
I
I
LF
9
0
.
0
0
$
4
0
.
0
0
3
,
6
0
0
.
0
0
$
4
0
.
0
0
3
,
6
0
0
.
0
0
$
25
0
3
.
5
4
1
2
4
"
R
C
P
I
P
E
S
E
W
E
R
D
E
S
I
G
N
3
0
0
6
C
L
A
S
S
I
I
I
LF
1
0
0
.
0
0
$
1
1
5
.
0
0
1
1
,
5
0
0
.
0
0
$
1
1
5
.
0
0
1
1
,
5
0
0
.
0
0
$
25
0
3
.
5
4
1
2
7
"
R
C
P
I
P
E
S
E
W
E
R
D
E
S
I
G
N
3
0
0
6
C
L
A
S
S
I
I
I
LF
1
0
0
.
0
0
$
9
5
.
0
0
9
,
5
0
0
.
0
0
$
0
.
0
0
-
$
9
5
.
0
0
9
,
5
0
0
.
0
0
$
C.
S
a
n
i
t
a
r
y
S
e
w
e
r
I
m
p
r
o
v
e
m
e
n
t
s
D.
S
t
o
r
m
S
e
w
e
r
I
m
p
r
o
v
e
m
e
n
t
s
185,550.00 $ 790,368.00 $ Page 2
WS
B
P
r
o
j
e
c
t
:
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Design By: LAB
Pr
o
j
e
c
t
L
o
c
a
t
i
o
n
:
Ci
t
y
o
f
L
a
k
e
v
i
l
l
e
Checked By: MEM
Ci
t
y
P
r
o
j
e
c
t
N
o
.
:
#1
7
-
0
2
Date: 10/4/2016
WS
B
P
r
o
j
e
c
t
N
o
:
03
1
9
9
-
1
3
0
20
1
7
S
T
R
E
E
T
R
E
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
-
O
P
I
N
I
O
N
O
F
P
R
O
BA
B
L
E
C
O
S
T
2017 Street Reconstruction Project Funding Source
Un
i
t
P
r
i
c
e
To
t
a
l
E
s
t
i
m
a
t
e
d
Co
s
t
To
t
a
l
E
s
t
i
m
a
t
e
d
Qu
a
n
t
i
t
y
MN
/
D
O
T
Sp
e
c
i
f
i
c
a
t
i
o
n
N
o
.
Un
i
t
De
s
c
r
i
p
t
i
o
n
Es
t
i
m
a
t
e
d
T
o
t
a
l
Qu
a
n
t
i
t
y
Es
t
i
m
a
t
e
d
T
o
t
a
l
Co
s
t
St
r
e
e
t
I
m
p
r
o
v
e
m
e
n
t
F
u
n
d
a
n
d
Sp
e
c
i
a
l
A
s
s
e
s
s
m
e
n
t
Street Improvement Fund (Non- Assessible) Estimated Total Quantity Estimated Total Cost Watermain Fund Estimated Total Quantity Estimated Total Cost Sanitary Fund Estimated Total Quantity Estimated Total Cost
25
0
3
.
5
4
1
3
0
"
R
C
P
I
P
E
S
E
W
E
R
D
E
S
I
G
N
3
0
0
6
C
L
A
S
S
I
I
I
LF
1
1
0
.
0
0
$
4
0
.
0
0
4
,
4
0
0
.
0
0
$
0
.
0
0
-
$
4
0
.
0
0
4
,
4
0
0
.
0
0
$
25
0
3
.
5
4
1
3
6
"
R
C
P
I
P
E
S
E
W
E
R
D
E
S
I
G
N
3
0
0
6
C
L
A
S
S
I
I
I
LF
1
1
0
.
0
0
$
3
1
5
.
0
0
3
4
,
6
5
0
.
0
0
$
0
.
0
0
-
$
3
1
5
.
0
0
3
4
,
6
5
0
.
0
0
$
25
0
3
.
5
4
1
4
2
"
R
C
P
I
P
E
S
E
W
E
R
D
E
S
I
G
N
3
0
0
6
C
L
A
S
S
I
I
I
LF
1
5
0
.
0
0
$
1
9
0
.
0
0
2
8
,
5
0
0
.
0
0
$
0
.
0
0
-
$
1
9
0
.
0
0
2
8
,
5
0
0
.
0
0
$
25
0
3
.
5
4
1
4
8
"
R
C
P
I
P
E
S
E
W
E
R
D
E
S
I
G
N
3
0
0
6
C
L
A
S
S
I
I
I
LF
1
5
0
.
0
0
$
2
0
.
0
0
3
,
0
0
0
.
0
0
$
0
.
0
0
-
$
2
0
.
0
0
3
,
0
0
0
.
0
0
$
25
0
6
.
5
0
1
C
O
N
S
T
R
U
C
T
D
R
A
I
N
A
G
E
S
T
R
U
C
T
U
R
E
D
E
S
I
G
N
4
8
-
4
0
2
0
LF
5
0
0
.
0
0
$
5
0
5
.
0
0
2
5
2
,
5
0
0
.
0
0
$
5
0
5
.
0
0
2
5
2
,
5
0
0
.
0
0
$
25
0
6
.
5
0
1
C
O
N
S
T
R
U
C
T
D
R
A
I
N
A
G
E
S
T
R
U
C
T
U
R
E
D
E
S
I
G
N
6
0
-
4
0
2
0
LF
7
0
0
.
0
0
$
2
5
0
.
0
0
1
7
5
,
0
0
0
.
0
0
$
2
5
0
.
0
0
1
7
5
,
0
0
0
.
0
0
$
25
0
6
.
5
0
1
C
O
N
S
T
R
U
C
T
D
R
A
I
N
A
G
E
S
T
R
U
C
T
U
R
E
D
E
S
I
G
N
7
2
-
4
0
2
0
LF
9
2
5
.
0
0
$
1
6
5
.
0
0
1
5
2
,
6
2
5
.
0
0
$
0
.
0
0
-
$
1
6
5
.
0
0
1
5
2
,
6
2
5
.
0
0
$
25
0
6
.
5
0
2
C
O
N
S
T
R
U
C
T
D
R
A
I
N
A
G
E
S
T
R
U
C
T
U
R
E
D
E
S
I
G
N
S
P
E
C
I
A
L
(
2
X
3
)
E
A
C
H
2
,
5
0
0
.
0
0
$
5
5
.
0
0
1
3
7
,
5
0
0
.
0
0
$
5
5
.
0
0
1
3
7
,
5
0
0
.
0
0
$
25
0
6
.
5
2
2
A
D
J
U
S
T
F
R
A
M
E
&
R
I
N
G
C
A
S
T
I
N
G
(
S
T
O
R
M
)
EA
C
H
3
0
0
.
0
0
$
8
5
.
0
0
2
5
,
5
0
0
.
0
0
$
8
5
.
0
0
2
5
,
5
0
0
.
0
0
$
25
1
1
.
5
0
1
R
A
N
D
O
M
R
I
P
R
A
P
C
L
A
S
S
I
I
CY
1
2
5
.
0
0
$
6
0
.
0
0
7
,
5
0
0
.
0
0
$
6
0
.
0
0
7
,
5
0
0
.
0
0
$
25
1
1
.
5
0
1
R
A
N
D
O
M
R
I
P
R
A
P
C
L
A
S
S
I
I
I
CY
1
2
5
.
0
0
$
4
0
.
0
0
5
,
0
0
0
.
0
0
$
4
0
.
0
0
5
,
0
0
0
.
0
0
$
25
7
3
.
5
3
0
S
T
O
R
M
D
R
A
I
N
I
N
L
E
T
P
R
O
T
E
C
T
I
O
N
EA
C
H
1
7
5
.
0
0
$
1
9
0
.
0
0
3
3
,
2
5
0
.
0
0
$
1
9
0
.
0
0
3
3
,
2
5
0
.
0
0
$
SU
B
T
O
T
A
L
=
1
,
2
9
2
,
0
7
7
.
0
0
$
GR
A
N
D
S
U
B
T
O
T
A
L
A
R
E
A
=
7
,
7
6
1
,
7
3
5
.
0
0
$
10
%
C
O
N
T
I
N
G
E
N
C
Y
=
7
7
6
,
1
7
3
.
5
0
$
CO
N
S
T
R
U
C
T
I
O
N
S
U
B
T
O
T
A
L
=
8
,
5
3
7
,
9
0
8
.
5
0
$
28
%
I
N
D
I
R
E
C
T
=
2
,
3
9
0
,
6
1
4
.
3
8
$
GR
A
N
D
T
O
T
A
L
A
R
E
A
=
1
0
,
9
2
8
,
5
2
2
.
8
8
$
$790,368.00 $79,036.80 $869,404.80
$1
,
0
4
5
,
4
1
1
.
2
6
$
2
4
6
,
6
6
5
.
7
4
$1
,
9
9
3
,
8
4
6
.
1
1
$7
,
1
2
0
,
8
7
8
.
9
8
$6
4
7
,
3
5
2
.
6
3
$6
,
4
7
3
,
5
2
6
.
3
4
$439,705.25 $96,185.52
$9
,
1
1
4
,
7
2
5
.
0
9
$18,555.00 $185,550.00 $243,433.34 $1,112,838.14 $261,254.40 $57,149.40 $204,105.00 $343,519.72 $31,229.07 $312,290.66 Page 3
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130
APPENDIX C
Assessment Maps and Assessment Roll
1 71st St W
1 7 0 t h S t W
JasperPath
J a c k s o n T r
J a c k p i n e W a y
J a v e l i n A v e
1 7 1 s
t C t
J
o
n
q
u
il
T
r
K e n r i c k
A v e
Jasper Cir
Jacana Ct
165th St W
J a v a
L a
J a r r e t t C i r
J a m i s o n
P a t h
J
o
n
q
u
i
l
A
v
e
166thStW
1 6 7 t h S t W
J a s p e r P a t h
J e r s e y
C
t 1 6 7 t h C t WJaca
r a n d
a W a
y
1 6 9 t h S t W
170thCtW
J
o
n
r
a
y
C
t
J
a
c
k
s
o
n
ville
Ct
170th St W
J o n q u i l T r
J a c k d a w P a t h
166th St WJ
e
r
s
e
y
A
v
e
J a
c a m
a r
W a
y
J
o
n
q
u
i
l
A
v
e
Jalis co Te r W
J a l i s c o T e r W
J a c k
p i n e T r
J a c k
p i n e
T r
J a g u a r A v e
Jaguar Ave
J a v e l i n A v e
J
o
n
q
u
i
l
T
r
J o n q u i l T r
J a v e l i n C t
J a g u a r P l
J o p l i n P a t h
K
e
n
t
u
c
k
y
A
v
e
K e n t u c k y A v e
J o p l i n
W a y
J o p l i n W a y
J a s p e r L a
J a l
i s
c o
T e r
E
RollingOaks Park
Rolli ng OaksConservationArea
264
263
262
261
47 46 45 44
3938
37
36
54 55 56 57
178 177
325
320
319
331332
338
382
383
304
270 271 272 273
278
279
309
310 316 315 314 313
387 386
324323322321
333
334 335 336 337
305
306
307
308
274
275 276
277
311
312 280 318
317
391 390 389 388
190
30 31
32 33
1
8
6
1
8
5
184
3
4 5
6
12 13
14
15
21
22
23
24
48
26
27 28
29 183
189
188 1
87
1
2
7
8
9
10
11
16
18
19
20
25
51
50
49
43 42
4140
35
34
52
53
182
181
180179
250
251
252
253
221222223224
229
230231
232
237238
191
192
193
194
200
201
202
203
2
0
8
209210
211
239
240
241
216
217
218
219
220
225226227228
233234
235
236
269
268267266
265
260
259
258257
195
196
197
198
199
204 205206 207
212
213
214
215
242
248
249
243
244
245
246
247
377
378
373
372
371
370
365
364
349
350
355
356
357
358
379
380
381
375
374
369 368
367
366
351 352 353 354
359
360
361
405
404403397396395394
421
385
384
406393
425423
342
343
344 345
122 126125
124
58 59
60
61
66
67
68
69 74
75
76
77
1 7 4 173172
171
89
84
838281
93
94
95
96
101
102
103
104 105
110
111
112
113
118
119
120
121
165
164 163 162
157 156
155
339 340 341
346
347
348123
130
129
128
127
62
63 64
65
70
71 72
73
78
79
176
1 7 5
88
87
86
85
80
90
91
92
138
150
149
135
136
143
144
145 146
291 330
329
132
301
300
299
298
297 289288287286
281
328
327
326
407
97 98 99
100
106 107
108
109
114
115
116
117170169168
167
166
161
160
159
158
154
153
152
151
137
139
140
141 142
147 148
293 292
133
134
303
302
296 295 294 290
285
284
283
282
392
363
362
376
432 433
437
440
434 435
436
438439
256
255254
131
0 300150Feet ±
2017 Street Reconstruction ProjectProject Area 1Lakeville, M N
P
a
t
h
:
K
:
\
0
3
1
9
9
-
1
3
0
\
G
I
S
\
M
a
p
s
\
A
s
s
e
s
s
m
e
n
t
.
m
x
d
D
a
t
e
S
a
v
e
d
:
8
/
1
9
/
2
0
1
6
2
:
3
4
:
4
9
P
M
Project Loca ti on
Assessment Parcels
Lake ville P arks
I s l e t
o n
A v
e
171st St W
175th St W
J
a
s
p
er
L
a
J o n q u i l T r
I s l e t o
n
A v e
J
a
s
p
er L
a
J o y L a n e
J o n q u i l A v e
K e n r i c k
A
v
e
I x o n i a P a
t h
1 7 2 n d S t W
J a c o b i t e C t
173r d S t W
17 3 rd StW
Ith
a
c
a C
t
1 7 6 t h S t W
Jonquil Ave
J e f f e r s o n C t
170th St W
J a d e C t
1 7 0 t h S t W
Upper 17 3rd Ct W
173rd S t W
1 7 1 s t
C t
170thCtW
Italy Path
J
e
f
f
e
r
s
o
n
A
v
e
175th St W
J o n a t h a n C t
J a d e T e r
I p s w i c h W a y
173r d S t W
175th St W
170th St W
Java
C
t
S
J a v a C t N
Isleto
n A
ve
Ja smine Ct173rdCtW
Junelle
Path
Jackrab
b
it
P
a
t
h
J a l i s c o L a
J a s p e r L a
J
a
c
k
p
i
n
e
T
r
J a c k p i n e T r
J o n q u i l A v e
Jaguar Path
J a g u a r P a t h
J
o
y
A
v
e
I x o n i a C t
J a y b e l l C t
I x o
n i a
A v e
It
h
a
c
a
L
a
I t h a c a L a
J
a s m i n e
A v e
J o r d a n C t
176thCirW
J a s p e r T r
J
a
s
p
e
r T
r
J a c k s o n T r
J a c k s o n T r
J o p l i n A v e
J
o
pli
n
A
v
e
J a v e l i n C t
J e r s e y W a y
J
e
r
s
e
y
W
a
y
I t a l y C t
DakotaHeightsPark
Goose Lak eConservationArea
522 521
2
6
4
2
6
3
2
6
2
2
6
1
2
3
7
2
3
8
2332342
3
5
2
3
6
2682672
6
6
2
6
5
2
6
0
2
5
92
5
82
5
7
624
628 627 626
625
611623
622
621 612688
689
690
691
665666667
668
675
676
681
682
683
684
456
457
662 661
696 687
692
693
663
664
669
670
671
672
677
678 679
680
713
712
711
710
660
405
404
403397396395394
429
428
423
422421
524
508
406
402
401400
393
427
425
420
419
418
511 510503
504 505
562
563564565566
525
540
531
407
506 507
560
561
567568
501 502
541
542
543
544
534 533 532
539
538
555
554553
552
547 546 545
392
526
527
559
558
557 556
551
550
549
548
600599598597
592 591 590 589
584
583
582
581
500
492
491
490
489
610 609 608 607
570
571
572
573
574
579
580
513
518
519
431
432
433
437
438
440
441444
445 446
466 467 468 469
474475
476 477
482 483
484
639
640
645646
634
629
449
450
451
722
416415414
745
749 750 751 752 735 736
602601596595
594
593
588587586
585
499
498
497
493
488487486485
606
605
569
575
576
577
578
514
737
738
723
724725
731732
733
734
707706
704
699
496
495
458 459 460
461
655
654
653
652
650
638
515
516
517
512
430
434
435
436
439
442
443
447
448721
720
417
742743744
753
754755756
739740
741
726727
728
729
730
719
709708
703
702
701
700
494
452
453454455
659 658
657
656
647
648
649
462
463
464 465 470
471
472473
478 479 480
481
641
642643
644
633
632
631
630
408
409
398
769
768 767
2
5
6255
800
799
798797
792
791
790
789
784 783
782
781
254
796795
794793
788 787
786
785
780
779 778
777
771
770
748
757
758
759
764 765
766
776
775
774
773
772
410
746
747
760761762
763
718
716
715
717
714
705
694
619 618
617 616
620
615 614
613
673 674695686 685
523
603 537 530536535 528
529
520636
637
635 604
651
399
413
411 412
0 350175Feet ±
2017 Street Reconstruction ProjectProject Area 2Lakeville, M N
P
a
t
h
:
K
:
\
0
3
1
9
9
-
1
3
0
\
G
I
S
\
M
a
p
s
\
A
s
s
e
s
s
m
e
n
t
_
A
r
e
a
2
.
m
x
d
D
a
t
e
S
a
v
e
d
:
9
/
3
0
/
2
0
1
6
1
:
1
6
:
3
0
P
M
Project Loca tion
Assessment Parcels
Lake vi lle P arks
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
1
2
2
6
4
6
0
5
0
1
0
1
0
J
O
D
Y
L
R
I
C
H
A
R
D
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
6
1
6
6
9
1
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
2
2
2
6
4
6
0
5
0
1
0
2
0
W
A
R
R
E
N
W
R
U
E
H
L
I
N
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
6
1
6
6
7
5
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
3
2
2
6
4
6
0
5
0
1
0
3
0
S
C
O
T
T
&
C
A
R
R
I
E
K
E
T
T
E
R
L
I
N
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
6
1
6
6
5
9
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
4
2
2
6
4
6
0
5
0
1
0
4
0
J
A
S
O
N
&
C
O
L
L
E
E
N
G
D
R
U
M
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
6
1
6
6
4
3
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
5
2
2
6
4
6
0
5
0
1
0
5
0
C
H
U
K
W
U
M
Y
E
M
M
E
N
Y
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
6
1
6
6
2
7
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
6
2
2
6
4
6
0
5
0
1
0
6
0
B
A
R
B
A
R
A
L
E
I
G
H
Q
U
I
C
K
-
F
O
R
B
E
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
6
1
1
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
7
2
2
6
4
6
0
5
0
1
0
7
0
J
O
H
N
&
T
E
R
E
S
A
B
U
R
S
H
E
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
7
1
6
5
9
5
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
8
2
2
6
4
6
0
5
0
1
0
8
0
C
R
A
I
G
F
&
C
O
L
L
E
E
N
C
W
E
B
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
7
1
6
5
7
9
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
9
2
2
6
4
6
0
5
0
1
0
9
0
A
N
D
R
E
A
L
T
H
R
E
I
N
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
7
1
6
5
6
3
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
10
2
2
6
4
6
0
5
0
1
1
0
0
K
U
R
T
A
&
S
T
A
C
Y
L
H
A
Y
D
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
7
1
6
5
4
7
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
11
2
2
6
4
6
0
5
0
1
1
1
0
A
A
R
O
N
C
&
N
I
C
H
O
L
E
M
V
A
N
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
7
1
6
5
3
1
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
12
2
2
6
4
6
0
5
0
1
1
2
0
B
A
R
B
A
R
A
A
&
R
O
B
E
R
T
R
Z
I
E
L
S
K
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
7
1
6
5
1
5
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
13
2
2
6
4
6
0
5
0
2
0
1
0
C
H
I
N
G
O
C
T
I
E
U
B
U
E
N
A
P
A
R
K
C
A
9
0
6
2
1
1
6
5
1
2
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
14
2
2
6
4
6
0
5
0
2
0
2
0
C
A
R
L
J
&
E
L
I
Z
A
B
E
T
H
C
S
K
E
P
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
7
1
6
5
2
8
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
15
2
2
6
4
6
0
5
0
2
0
3
0
C
O
R
E
Y
T
&
K
R
I
S
T
I
N
E
L
T
R
O
N
N
E
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
7
1
6
5
4
4
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
16
2
2
6
4
6
0
5
0
2
0
4
0
I
R
I
S
A
N
N
J
A
C
K
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
5
6
0
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
18
2
2
6
4
6
0
5
0
3
0
1
0
R
E
S
H
A
D
U
L
A
L
A
M
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
7
1
6
5
7
6
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
19
2
2
6
4
6
0
5
0
3
0
2
0
S
A
N
D
R
A
J
T
I
S
D
A
L
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
7
1
6
5
9
2
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
20
2
2
6
4
6
0
5
0
3
0
3
0
N
A
N
C
Y
C
S
W
E
E
N
E
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
6
1
6
6
0
8
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
21
2
2
6
4
6
0
5
0
3
0
4
0
D
A
V
I
D
J
M
A
T
S
C
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
6
1
6
6
2
4
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
22
2
2
6
4
6
0
5
0
3
0
5
0
C
A
R
L
W
&
D
E
B
O
R
A
H
A
B
O
E
K
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
6
1
6
6
4
0
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
23
2
2
6
4
6
0
5
0
3
0
6
0
A
N
D
R
E
W
C
C
H
A
R
R
I
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
1
6
1
6
6
5
8
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
24
2
2
6
4
6
0
5
0
3
0
7
0
K
A
T
H
L
E
E
N
M
R
A
M
O
O
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
6
7
2
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
25
2
2
6
4
6
0
5
0
3
0
8
0
J
E
N
N
I
F
E
R
J
F
K
U
R
T
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
6
8
8
K
E
N
T
U
C
K
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
26
2
2
6
4
6
0
1
0
1
0
1
0
M
I
C
H
A
E
L
D
&
S
U
S
A
N
M
K
O
C
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
6
4
3
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
27
2
2
6
4
6
0
1
0
1
0
2
0
N
A
T
H
A
N
I
E
L
&
C
H
E
R
Y
L
R
E
I
T
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
5
1
0
6
3
5
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
28
2
2
6
4
6
0
1
0
1
0
3
0
G
L
E
N
N
A
&
R
O
M
O
N
A
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
5
1
0
6
2
7
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
29
2
2
6
4
6
0
1
0
1
0
4
0
S
T
E
P
H
E
N
M
S
T
A
U
P
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
5
1
0
6
1
9
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
30
2
2
6
4
6
0
1
0
1
0
5
0
S
E
R
G
E
Y
V
A
Y
L
O
V
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
6
0
9
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
31
2
2
6
4
6
0
1
0
1
0
6
0
S
T
E
P
H
E
N
O
O
L
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
5
9
9
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
32
2
2
6
4
6
0
1
0
1
0
7
0
T
H
O
M
A
S
R
&
L
Y
N
N
M
M
O
G
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
2
1
0
5
8
9
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
33
2
2
6
4
6
0
1
0
1
0
8
0
L
Y
L
E
H
K
U
E
H
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
2
1
0
5
7
9
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
34
2
2
6
4
6
0
6
0
1
1
8
0
A
L
B
E
R
T
O
M
T
L
A
S
E
C
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
2
1
0
5
6
1
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
35
2
2
6
4
6
0
6
0
1
1
7
0
D
A
V
I
D
L
R
I
M
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
2
1
0
5
5
3
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
36
2
2
6
4
6
0
6
0
1
1
6
0
M
A
R
G
E
R
Y
M
A
Y
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
2
1
0
5
4
5
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
37
2
2
6
4
6
0
6
0
1
1
5
0
D
U
A
N
E
G
&
D
E
B
O
R
A
H
J
B
I
N
D
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
2
1
0
5
3
9
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
38
2
2
6
4
6
0
6
0
1
1
4
0
S
T
E
V
E
N
J
&
L
A
U
R
A
A
R
A
J
A
V
U
O
R
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
5
3
1
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
39
2
2
6
4
6
0
6
0
1
1
3
0
K
A
T
H
L
E
E
N
L
&
J
O
S
H
U
A
S
C
H
U
G
E
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
2
1
0
5
2
1
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
40
2
2
6
4
6
0
6
0
1
1
2
0
M
I
C
H
A
E
L
A
&
T
H
E
R
E
S
E
F
L
A
T
T
U
M
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
2
1
0
5
1
1
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
41
2
2
6
4
6
0
6
0
1
1
1
0
A
D
A
M
T
S
M
I
T
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
5
0
1
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
42
2
2
6
4
6
0
6
0
1
1
0
0
D
A
N
I
E
L
D
&
K
A
R
E
N
M
D
A
E
C
H
S
E
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
1
1
6
5
6
5
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
Page 1
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
43
2
2
6
4
6
0
6
0
1
0
9
0
C
O
R
Y
R
P
I
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
0
1
6
5
4
5
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
44
2
2
6
4
6
0
6
0
1
0
8
0
B
R
A
D
L
E
Y
C
&
A
L
L
I
S
O
N
M
A
N
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
0
1
6
5
3
5
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
45
2
2
6
4
6
0
6
0
1
0
7
0
M
I
C
H
A
E
L
&
C
H
R
I
S
T
I
N
E
M
C
C
O
M
B
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
0
1
6
5
2
9
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
46
2
2
6
4
6
0
6
0
1
0
6
0
K
R
I
S
T
I
R
R
E
K
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
0
1
6
5
2
5
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
47
2
2
6
4
6
0
6
0
1
0
5
0
C
H
R
I
S
T
I
N
A
L
A
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
0
1
6
5
2
3
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
48
2
2
6
4
6
0
6
0
1
0
4
0
M
A
G
U
A
D
A
L
U
P
E
L
O
P
E
Z
H
E
R
N
A
N
D
E
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
5
1
9
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
49
2
2
6
4
6
0
6
0
1
0
3
0
R
I
C
H
A
R
D
D
W
O
H
L
W
E
N
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
0
1
6
5
1
5
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
50
2
2
6
4
6
0
6
0
1
0
2
0
M
I
C
H
A
E
L
C
&
L
I
N
D
A
R
L
I
N
D
B
E
R
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
0
1
6
5
1
1
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
51
2
2
6
4
6
0
6
0
1
0
1
0
G
U
Y
C
H
O
P
K
I
N
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
5
0
7
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
52
2
2
6
4
6
0
6
0
2
0
1
0
M
A
T
T
H
E
W
R
O
L
A
N
D
F
O
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
0
1
6
5
0
8
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
53
2
2
6
4
6
0
6
0
2
0
2
0
M
A
T
T
H
E
W
G
K
I
N
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
0
1
6
5
1
6
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
54
2
2
6
4
6
0
6
0
2
0
3
0
K
E
N
N
E
T
H
A
C
K
E
R
M
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
0
1
6
5
2
4
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
55
2
2
6
4
6
0
6
0
2
0
4
0
B
R
I
A
N
H
A
A
N
E
A
G
A
N
M
N
5
5
1
2
2
1
6
5
3
2
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
56
2
2
6
4
6
0
6
0
2
0
5
0
M
A
R
T
I
N
A
N
T
H
O
N
Y
R
I
C
H
I
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
0
1
6
5
4
0
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
57
2
2
6
4
6
0
6
0
2
0
6
0
A
A
R
O
N
M
&
E
L
I
Z
A
B
E
T
H
K
I
R
C
H
N
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
0
1
6
5
4
8
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
58
2
2
6
4
6
0
6
0
2
0
7
0
J
A
S
O
N
D
&
K
A
T
H
R
Y
N
J
A
N
D
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
1
1
6
5
5
6
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
59
2
2
6
4
6
0
6
0
2
0
8
0
T
H
O
M
A
S
R
&
D
E
B
R
A
A
N
N
N
E
W
T
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
1
1
6
5
6
4
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
60
2
2
6
4
6
0
6
0
2
0
9
0
K
A
R
L
E
W
E
I
S
S
E
N
B
O
R
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
1
1
6
5
7
2
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
61
2
2
6
4
6
0
6
0
2
1
0
0
K
E
E
R
G
A
P
A
T
I
P
E
R
S
A
U
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
1
1
6
5
8
0
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
62
2
2
6
4
6
0
6
0
2
1
1
0
S
C
O
T
T
D
&
E
L
I
Z
A
B
E
T
H
M
Y
E
R
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
1
1
6
5
8
8
J
O
P
L
I
N
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
63
2
2
6
4
6
0
6
0
2
1
2
0
M
I
C
H
A
E
L
J
&
T
H
E
R
E
S
A
P
R
U
S
H
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
4
1
0
4
7
5
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
64
2
2
6
4
6
0
6
0
2
1
3
0
N
I
C
H
O
L
A
S
J
O
H
N
S
O
N
T
A
L
L
A
H
A
S
S
E
E
F
L
3
2
3
1
3
1
6
5
9
9
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
65
2
2
6
4
6
0
6
0
2
1
4
0
C
H
A
D
W
I
C
K
C
H
A
G
L
U
N
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
5
8
5
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
66
2
2
6
4
6
0
6
0
2
1
5
0
V
I
R
E
A
C
K
L
O
N
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
3
1
6
5
7
5
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
67
2
2
6
4
6
0
6
0
2
1
6
0
T
O
D
D
M
&
S
H
A
R
O
N
E
S
A
Y
L
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
4
1
4
1
6
5
6
5
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
68
2
2
6
4
6
0
6
0
2
1
7
0
G
L
E
N
N
&
I
R
I
N
A
S
M
I
T
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
3
1
6
5
5
5
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
69
2
2
6
4
6
0
6
0
2
1
8
0
A
N
T
H
O
N
Y
B
I
L
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
5
4
1
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
70
2
2
6
4
6
0
6
0
2
1
9
0
R
A
Y
J
R
&
F
L
O
R
A
S
T
I
N
E
B
I
V
I
N
S
D
A
Y
T
O
N
O
H
4
5
4
4
0
1
6
5
2
9
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
71
2
2
6
4
6
0
6
0
2
2
0
0
K
A
T
R
I
N
A
N
E
U
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
3
1
6
5
1
5
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
72
2
2
6
4
6
0
6
0
3
0
1
0
S
C
O
T
T
M
A
T
T
E
R
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
2
1
6
5
1
6
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
73
2
2
6
4
6
0
6
0
3
0
2
0
S
C
O
T
T
A
K
E
T
C
H
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
5
2
0
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
74
2
2
6
4
6
0
6
0
3
0
3
0
S
A
M
U
E
L
D
A
N
I
E
L
S
O
N
B
O
X
E
L
D
E
R
S
D
5
7
7
1
9
1
6
5
4
0
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
75
2
2
6
4
6
0
6
0
3
0
4
0
T
O
D
D
&
S
H
A
R
O
N
S
A
Y
L
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
4
1
4
1
6
5
5
6
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
76
2
2
6
4
6
0
6
0
3
0
5
0
K
A
T
H
Y
O
S
U
T
H
E
R
L
A
N
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
0
2
1
6
5
6
0
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
77
2
2
6
4
6
0
6
0
3
0
6
0
D
A
N
I
E
L
L
&
D
E
B
R
A
H
E
N
D
R
I
C
K
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
5
7
6
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
78
2
2
6
4
6
0
6
0
3
0
7
0
B
E
R
N
A
R
D
L
T
H
O
M
A
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
5
8
6
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
79
2
2
6
4
6
0
6
0
3
0
8
0
D
A
N
N
Y
W
&
J
O
A
N
N
E
M
A
N
D
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
4
1
0
4
3
1
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
80
2
2
6
4
6
0
7
0
1
1
0
0
V
A
S
I
L
I
Y
&
Y
E
L
E
N
A
B
A
N
D
U
R
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
4
1
0
4
1
9
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
81
2
2
6
4
6
0
7
0
1
0
9
0
A
N
I
B
A
L
M
M
E
R
L
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
4
1
0
4
0
5
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
82
2
2
6
4
6
0
7
0
1
0
8
0
C
H
A
R
L
E
S
T
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
3
9
1
0
3
9
5
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$ Page 2
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
83
2
2
6
4
6
0
7
0
1
0
7
0
T
W
I
N
C
I
T
I
E
S
R
E
N
T
A
L
P
R
O
P
E
R
T
I
E
S
I
I
I
L
L
C
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
3
8
5
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
84
2
2
6
4
6
0
7
0
1
0
6
0
K
R
I
S
T
I
N
D
S
A
U
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
2
1
6
5
7
9
J
E
R
S
E
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
85
2
2
6
4
6
0
7
0
1
0
5
0
P
E
T
E
R
M
&
M
A
R
Y
C
G
O
R
E
L
C
Z
E
N
K
O
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
2
1
6
5
6
7
J
E
R
S
E
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
86
2
2
6
4
6
0
7
0
1
0
4
0
K
E
N
N
J
H
O
U
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
5
5
3
J
E
R
S
E
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
87
2
2
6
4
6
0
7
0
1
0
3
0
T
E
R
R
Y
G
&
L
A
U
R
E
N
B
L
A
F
O
R
G
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
2
1
6
5
4
1
J
E
R
S
E
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
88
2
2
6
4
6
0
7
0
1
0
2
0
E
R
I
C
&
J
A
M
I
E
S
C
H
M
I
T
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
5
3
1
J
E
R
S
E
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
89
2
2
6
4
6
0
7
0
1
0
1
0
B
O
U
N
T
H
A
L
A
Y
S
A
N
A
N
I
K
O
N
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
2
1
6
5
1
7
J
E
R
S
E
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
90
2
2
6
4
6
0
7
0
2
0
1
0
W
I
L
H
E
L
M
I
N
A
H
O
E
D
E
M
A
N
N
O
R
T
H
F
I
E
L
D
M
N
5
5
0
5
7
1
6
5
1
8
J
E
R
S
E
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
91
2
2
6
4
6
0
7
0
2
0
2
0
N
E
I
L
L
B
R
E
D
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
6
1
6
5
3
0
J
E
R
S
E
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
92
2
2
6
4
6
0
7
0
2
0
3
0
D
A
N
I
E
L
J
T
O
A
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
6
1
6
5
4
0
J
E
R
S
E
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
93
2
2
6
4
6
0
7
0
2
0
4
0
A
N
D
R
E
W
&
K
R
I
S
T
I
N
E
M
A
C
A
U
L
E
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
6
1
6
5
5
4
J
E
R
S
E
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
94
2
2
6
4
6
0
7
0
2
0
5
0
M
I
C
H
A
E
L
A
&
J
U
L
I
E
V
L
A
N
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
6
1
6
5
6
8
J
E
R
S
E
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
95
2
2
6
4
6
0
7
0
2
0
6
0
W
I
L
L
I
A
M
M
&
S
H
U
R
E
E
N
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
6
1
6
5
8
0
J
E
R
S
E
Y
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
96
2
2
6
4
6
0
7
0
2
0
7
0
C
H
R
I
S
T
I
N
A
M
A
R
I
E
P
O
O
J
H
A
R
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
3
5
5
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
97
2
2
6
4
6
0
7
0
2
0
8
0
B
R
I
A
N
L
&
E
L
I
Z
A
B
E
T
H
R
I
S
T
O
W
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
5
1
0
3
4
5
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
98
2
2
6
4
6
0
7
0
2
0
9
0
C
Y
R
U
S
J
S
I
A
M
B
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
3
3
5
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
99
2
2
6
4
6
0
7
0
2
1
0
0
J
A
S
O
N
D
&
J
E
S
S
I
C
A
J
R
A
B
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
5
1
0
3
2
5
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
10
0
2
2
6
4
6
0
7
0
2
1
1
0
V
I
C
T
O
R
I
A
J
E
A
N
N
E
J
A
C
K
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
4
1
6
5
6
1
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
10
1
2
2
6
4
6
0
7
0
2
1
2
0
K
H
A
M
P
H
O
N
E
T
S
T
E
C
H
A
N
H
V
O
N
G
S
A
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
4
1
6
5
5
7
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
10
2
2
2
6
4
6
0
7
0
2
1
3
0
C
A
T
H
E
R
I
N
E
M
A
R
M
B
R
U
S
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
5
4
1
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
10
3
2
2
6
4
6
0
7
0
2
1
4
0
R
I
C
H
A
R
D
P
&
J
E
A
N
C
E
I
K
E
N
B
E
R
R
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
4
1
6
5
2
9
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
10
4
2
2
6
4
6
0
7
0
2
1
5
0
M
E
R
R
I
T
M
J
R
&
C
Y
N
D
E
C
H
R
I
S
T
L
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
4
1
6
5
1
5
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
10
5
2
2
6
4
6
0
7
0
3
0
1
0
B
U
N
T
H
O
E
U
N
P
O
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
5
1
6
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
10
6
2
2
6
4
6
0
7
0
3
0
2
0
M
I
C
H
A
E
L
J
H
A
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
4
1
6
5
2
6
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
10
7
2
2
6
4
6
0
7
0
3
0
3
0
J
A
M
E
S
A
&
B
A
R
B
A
R
A
C
R
U
S
S
O
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
4
1
6
5
3
6
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
10
8
2
2
6
4
6
0
7
0
3
0
4
0
B
R
I
A
N
T
&
L
A
U
R
A
D
D
A
H
L
H
A
U
S
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
4
1
6
5
4
6
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
10
9
2
2
6
4
6
0
7
0
3
0
5
0
R
O
B
E
R
T
J
&
J
E
A
N
N
E
J
O
Y
C
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
4
1
6
5
5
6
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
11
0
2
2
6
4
6
0
7
0
3
0
6
0
B
O
U
N
T
H
A
N
H
T
H
A
M
M
A
L
A
N
G
S
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
4
1
6
5
6
6
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
11
1
2
2
6
4
6
0
7
0
3
0
7
0
N
A
T
A
L
I
E
&
R
Y
A
N
H
E
T
L
A
N
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
4
1
6
5
8
0
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
11
2
2
2
6
4
6
0
7
0
3
0
8
0
M
I
C
H
A
E
L
&
S
A
R
A
H
H
U
M
P
A
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
5
9
6
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
11
3
2
2
6
4
6
0
7
0
3
0
9
0
B
L
A
I
N
E
L
H
E
I
N
H
A
R
R
I
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
5
1
6
6
1
0
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
11
4
2
2
6
4
6
0
7
0
3
1
0
0
C
H
R
I
S
T
O
P
H
E
R
W
M
O
R
R
I
L
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
5
1
6
6
2
0
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
11
5
2
2
6
4
6
0
7
0
3
1
1
0
B
R
U
C
E
E
&
P
A
M
E
L
A
J
Z
I
D
A
R
I
C
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
5
1
6
6
3
0
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
11
6
2
2
6
4
6
0
7
0
3
1
2
0
D
A
N
I
E
L
D
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
6
4
0
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
11
7
2
2
6
4
6
0
7
0
3
1
3
0
F
R
E
D
R
&
B
R
E
N
D
A
S
K
E
I
L
B
A
R
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
5
1
6
6
5
0
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
11
8
2
2
6
4
6
0
7
0
3
1
4
0
P
A
U
L
R
&
H
A
L
E
Y
R
R
E
N
N
E
R
F
E
L
D
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
5
1
6
6
6
8
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
11
9
2
2
6
4
6
0
7
0
3
1
5
0
T
O
D
D
G
&
L
I
S
A
N
E
L
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
5
1
6
6
7
4
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
12
0
2
2
6
4
6
0
7
0
3
1
6
0
D
E
B
R
A
L
E
E
C
E
R
O
N
S
K
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
5
1
6
6
9
0
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
12
1
2
2
6
4
6
0
7
0
3
1
7
0
J
E
F
F
R
E
Y
P
&
J
O
A
N
B
E
R
N
I
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
5
1
6
6
9
8
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
12
2
2
2
4
6
9
8
1
0
5
0
1
0
C
R
A
I
G
A
&
D
E
B
R
A
K
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
3
0
1
6
6
9
1
J
A
C
A
R
A
N
D
A
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$ Page 3
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
12
3
2
2
4
6
9
8
1
0
5
0
2
0
D
A
V
I
D
A
&
R
E
B
E
C
C
A
A
H
A
W
K
I
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
3
0
1
6
6
8
1
J
A
C
A
R
A
N
D
A
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
12
4
2
2
4
6
9
8
1
0
6
0
7
0
R
O
B
E
R
T
J
&
S
U
S
A
N
M
F
R
E
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
3
0
1
6
6
7
6
J
A
C
A
R
A
N
D
A
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
12
5
2
2
4
6
9
8
1
0
6
0
6
0
H
E
I
D
I
R
R
I
C
K
E
R
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
3
2
1
0
2
3
3
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
12
6
2
2
4
6
9
8
1
0
6
0
5
0
J
O
S
E
P
H
J
&
M
A
R
G
R
E
T
J
A
M
B
A
L
A
T
H
U
N
K
A
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
2
2
1
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
12
7
2
2
4
6
9
8
1
0
6
0
4
0
D
A
R
R
E
L
L
L
&
B
A
R
B
A
R
A
L
I
N
D
E
M
A
N
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
3
2
1
0
2
0
9
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
12
8
2
2
4
6
9
8
1
0
6
0
3
0
W
I
L
L
I
A
M
J
J
R
&
J
O
Y
A
N
I
C
K
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
2
5
1
0
1
9
7
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
12
9
2
2
4
6
9
8
1
0
6
0
2
0
P
E
T
E
R
S
&
J
O
Y
E
B
L
A
C
K
S
T
A
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
2
5
1
0
1
8
5
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
13
0
2
2
4
6
9
8
1
0
6
0
1
0
R
O
N
A
L
D
J
H
A
R
D
R
I
C
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
2
5
1
0
1
7
3
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
13
1
2
2
6
4
6
0
0
0
0
1
0
0
C
I
T
Y
O
F
L
A
K
E
V
I
L
L
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
0
9
5
7
R
o
l
l
i
n
g
O
a
k
s
P
a
r
k
1
0
4
,
5
0
6
.
6
6
$
4
5
,
0
6
6
.
6
3
$
13
2
2
2
6
4
5
3
1
0
1
0
1
0
T
I
M
O
T
H
Y
J
&
J
O
A
N
M
D
A
W
A
L
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
5
1
0
4
4
3
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
13
3
2
2
6
4
5
3
1
0
1
0
2
0
A
N
T
H
O
N
Y
H
A
L
B
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
5
1
0
4
2
9
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
13
4
2
2
6
4
5
3
1
0
1
0
3
0
R
A
N
D
Y
&
H
E
I
D
I
R
K
R
A
B
B
E
N
H
O
F
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
5
1
0
4
1
3
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
13
5
2
2
6
4
5
3
1
0
1
0
4
0
R
O
C
H
E
L
L
E
M
O
J
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
1
1
1
0
3
9
9
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
13
6
2
2
6
4
5
3
1
0
1
0
5
0
D
A
N
I
E
L
D
&
J
E
A
N
M
W
A
R
N
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
1
1
1
0
3
8
3
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
13
7
2
2
6
4
5
3
1
0
1
0
6
0
D
O
U
G
L
A
S
J
&
J
A
N
E
M
S
T
E
N
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
0
7
1
6
6
5
3
J
O
N
R
A
Y
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
13
8
2
2
6
4
6
0
7
0
4
1
7
0
D
A
N
I
E
L
J
&
L
I
S
A
J
L
O
P
E
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
4
1
6
6
3
5
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
13
9
2
2
6
4
5
3
1
0
1
0
7
0
S
C
O
T
T
&
K
R
I
S
T
I
N
A
T
U
T
T
L
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
0
7
1
6
6
3
5
J
O
N
R
A
Y
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
14
0
2
2
6
4
5
3
1
0
1
0
8
0
F
E
R
I
D
U
N
&
Y
A
M
N
A
C
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
0
7
1
6
6
0
7
J
O
N
R
A
Y
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
14
1
2
2
6
4
5
3
1
0
1
0
9
0
D
I
N
O
R
A
&
G
E
R
M
A
N
C
U
B
I
A
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
0
7
1
6
6
0
4
J
O
N
R
A
Y
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
14
2
2
2
6
4
5
3
1
0
1
1
0
0
A
N
G
E
L
A
R
R
O
G
E
R
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
0
7
1
6
6
2
4
J
O
N
R
A
Y
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
14
3
2
2
6
4
5
3
1
0
1
1
1
0
G
A
R
Y
A
&
L
Y
N
N
M
S
T
E
N
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
0
7
1
6
6
4
2
J
O
N
R
A
Y
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
14
4
2
2
6
4
5
3
1
0
1
1
2
0
A
A
R
O
N
B
O
N
N
E
M
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
0
7
1
6
6
5
8
J
O
N
R
A
Y
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
14
5
2
2
6
4
5
3
1
0
1
1
3
0
B
R
I
A
N
A
&
D
I
A
N
A
L
D
I
E
T
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
1
0
1
0
3
6
9
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
14
6
2
2
6
4
5
3
1
0
1
1
4
0
T
H
O
M
A
S
J
L
E
N
A
R
T
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
3
5
5
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
14
7
2
2
6
4
5
3
1
0
1
1
5
0
M
I
C
H
A
E
L
G
C
U
T
H
B
E
R
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
1
0
1
0
3
3
9
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
14
8
2
2
6
4
5
3
1
0
1
1
6
0
J
A
M
E
S
E
&
J
E
A
N
A
C
O
C
H
R
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
1
0
1
0
3
2
5
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
14
9
2
2
6
4
6
0
7
0
4
2
3
0
D
A
V
I
D
&
S
A
R
A
H
E
B
R
U
X
V
O
O
R
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
6
9
9
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
15
0
2
2
6
4
6
0
7
0
4
2
2
0
J
A
S
O
N
S
M
E
Y
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
4
1
6
6
9
1
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
15
1
2
2
6
4
6
0
7
0
4
2
1
0
L
A
K
E
R
E
N
T
A
L
P
R
O
P
E
R
T
I
E
S
L
L
C
P
R
I
O
R
L
A
K
E
M
N
5
5
3
7
2
1
6
6
7
9
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
15
2
2
2
6
4
6
0
7
0
4
2
0
0
M
I
C
H
E
L
L
E
R
G
I
E
S
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
4
1
6
6
6
9
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
15
3
2
2
6
4
6
0
7
0
4
1
9
0
E
T
H
A
N
L
A
R
R
Y
&
S
T
A
C
I
E
W
O
O
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
6
5
7
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
15
4
2
2
6
4
6
0
7
0
4
1
8
0
J
A
C
O
B
M
H
A
N
E
M
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
6
4
5
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
15
5
2
2
6
4
6
0
7
0
4
1
6
0
N
I
C
H
O
L
A
S
R
R
U
B
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
6
2
5
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
15
6
2
2
6
4
6
0
7
0
4
1
5
0
X
I
A
Y
E
N
G
X
I
O
N
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
8
9
1
6
6
1
1
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
15
7
2
2
6
4
6
0
7
0
4
1
4
0
N
I
C
O
L
E
W
I
L
L
I
A
M
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
3
4
0
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
15
8
2
2
6
4
6
0
7
0
4
1
3
0
C
H
R
I
S
T
O
P
H
E
R
P
H
A
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
3
1
6
6
2
6
J
E
R
S
E
Y
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
15
9
2
2
6
4
6
0
7
0
4
1
2
0
D
A
L
L
A
S
D
&
J
U
L
I
E
A
M
I
L
L
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
3
1
6
6
4
0
J
E
R
S
E
Y
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
16
0
2
2
6
4
6
0
7
0
4
1
1
0
B
R
I
A
N
A
K
C
O
N
T
A
R
D
O
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
6
5
0
J
E
R
S
E
Y
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
16
1
2
2
6
4
6
0
7
0
4
1
0
0
J
I
L
L
L
C
&
B
R
A
D
L
E
Y
M
B
E
L
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
3
1
6
6
6
8
J
E
R
S
E
Y
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
16
2
2
2
6
4
6
0
7
0
4
0
9
0
P
A
T
&
C
O
L
L
E
E
N
H
I
C
K
E
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
3
1
6
6
7
4
J
E
R
S
E
Y
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$ Page 4
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
16
3
2
2
6
4
6
0
7
0
4
0
8
0
K
A
R
L
&
R
E
B
E
C
C
A
B
E
Y
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
6
8
0
J
E
R
S
E
Y
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
16
4
2
2
6
4
6
0
7
0
4
0
7
0
S
O
N
K
I
M
L
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
3
1
6
6
7
5
J
E
R
S
E
Y
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
16
5
2
2
6
4
6
0
7
0
4
0
6
0
J
O
E
L
K
A
N
G
A
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
6
6
7
J
E
R
S
E
Y
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
16
6
2
2
6
4
6
0
7
0
4
0
5
0
D
A
V
I
D
M
&
J
E
S
S
I
C
A
M
R
I
E
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
8
3
1
6
6
5
5
J
E
R
S
E
Y
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
16
7
2
2
6
4
6
0
7
0
4
0
4
0
T
O
R
R
I
Z
D
E
X
T
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
3
9
1
0
3
8
6
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
16
8
2
2
6
4
6
0
7
0
4
0
3
0
J
E
A
N
L
L
A
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
3
9
1
0
3
9
6
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
16
9
2
2
6
4
6
0
7
0
4
0
2
0
J
U
S
T
I
N
G
I
L
L
I
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
4
0
6
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
17
0
2
2
6
4
6
0
7
0
4
0
1
0
V
I
N
C
E
N
T
J
K
R
A
F
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
4
1
0
4
2
0
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
17
1
2
2
6
4
6
0
6
0
4
0
6
0
T
I
M
O
T
H
Y
M
I
C
H
A
E
L
F
O
L
L
E
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
4
1
0
4
2
4
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
17
2
2
2
6
4
6
0
6
0
4
0
5
0
M
E
U
M
M
E
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
4
3
4
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
17
3
2
2
6
4
6
0
6
0
4
0
4
0
M
A
R
K
E
D
R
E
S
S
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
4
1
0
4
4
0
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
17
4
2
2
6
4
6
0
6
0
4
0
3
0
J
A
R
E
D
T
&
E
L
A
I
N
E
J
E
R
I
C
K
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
4
6
0
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
17
5
2
2
6
4
6
0
6
0
4
0
2
0
S
H
A
R
O
N
M
H
E
N
G
E
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
4
7
0
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
17
6
2
2
6
4
6
0
6
0
4
0
1
0
S
H
E
R
W
O
O
D
&
M
I
C
H
E
L
L
E
A
N
D
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
4
1
0
4
8
0
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
17
7
2
2
6
4
6
0
6
0
5
0
6
0
A
N
D
R
E
W
K
R
E
T
C
H
M
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
5
1
6
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
17
8
2
2
6
4
6
0
6
0
5
0
5
0
R
O
C
K
Y
D
&
S
H
A
R
I
A
S
H
E
R
M
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
2
1
0
5
2
6
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
17
9
2
2
6
4
6
0
6
0
5
0
4
0
M
A
R
K
C
&
K
A
R
I
A
M
C
K
E
R
N
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
2
1
0
5
4
0
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
18
0
2
2
6
4
6
0
6
0
5
0
3
0
R
I
C
K
A
P
E
D
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
2
1
0
5
4
6
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
18
1
2
2
6
4
6
0
6
0
5
0
2
0
L
I
S
A
M
A
R
I
E
C
H
R
I
S
T
I
A
N
S
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
5
5
0
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
18
2
2
2
6
4
6
0
6
0
5
0
1
0
J
O
H
N
M
Z
I
M
M
E
R
M
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
0
3
6
5
1
0
5
6
0
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
18
3
2
2
6
4
6
0
1
0
2
0
1
0
A
D
A
M
B
O
Y
S
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
5
6
6
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
18
4
2
2
6
4
6
0
1
0
3
0
6
0
J
O
S
E
P
H
E
D
W
A
R
D
F
U
C
H
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
2
1
0
5
8
0
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
18
5
2
2
6
4
6
0
1
0
3
0
5
0
J
O
H
N
M
O
L
A
U
G
H
L
I
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
2
1
0
5
9
4
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
18
6
2
2
6
4
6
0
1
0
3
0
4
0
S
U
S
A
N
E
M
A
T
Z
K
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
5
1
0
6
0
2
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
18
7
2
2
6
4
6
0
1
0
3
0
3
0
R
O
D
N
E
Y
E
A
R
L
T
S
T
E
M
A
R
L
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
5
1
0
6
1
4
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
18
8
2
2
6
4
6
0
1
0
3
0
2
0
T
E
R
E
S
A
M
H
A
R
R
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
5
1
0
6
2
2
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
18
9
2
2
6
4
6
0
1
0
3
0
1
0
H
O
W
A
R
D
D
S
R
R
E
I
T
Z
R
O
S
E
V
I
L
L
E
M
N
5
5
1
1
3
-
1
6
4
6
1
0
6
3
0
1
6
6
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
19
0
2
2
6
4
6
0
0
0
0
0
5
0
J
A
M
E
S
D
R
E
N
D
E
R
E
D
I
N
A
M
N
5
5
4
3
9
-
3
0
0
8
7
4
,
5
0
6
.
6
6
$
3
1
,
5
4
6
.
6
4
$
19
1
2
2
6
4
6
0
1
0
4
0
1
0
R
A
N
D
Y
W
L
I
S
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
0
1
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
19
2
2
2
6
4
6
0
1
0
4
0
2
0
T
I
M
O
T
H
Y
E
&
D
E
B
O
R
A
H
S
W
E
D
I
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
2
5
1
6
7
0
5
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
19
3
2
2
6
4
6
0
1
0
4
0
3
0
S
T
E
P
H
E
N
P
&
T
A
R
A
N
L
O
H
E
A
R
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
2
5
1
6
7
0
9
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
19
4
2
2
6
4
6
0
1
0
4
0
4
0
D
E
N
N
I
S
J
&
M
E
G
H
A
N
M
D
E
B
O
L
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
1
3
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
19
5
2
2
6
4
6
0
1
0
4
0
5
0
T
H
E
A
R
I
N
T
H
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
1
7
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
19
6
2
2
6
4
6
0
1
0
4
0
6
0
J
E
F
F
R
E
Y
S
D
E
N
T
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
2
5
1
6
7
2
1
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
19
7
2
2
6
4
6
0
1
0
4
0
7
0
C
A
R
O
L
E
F
I
S
H
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
2
5
1
6
7
2
5
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
19
8
2
2
6
4
6
0
1
0
4
0
8
0
T
I
M
O
T
H
Y
A
A
A
D
L
A
N
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
6
9
1
6
7
2
9
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
19
9
2
2
6
4
6
0
1
0
4
0
9
0
S
C
O
T
T
A
L
L
E
N
C
A
M
P
I
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
6
9
1
6
7
3
3
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
20
0
2
2
6
4
6
0
1
0
4
1
0
0
J
E
F
F
B
O
B
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
6
9
1
6
7
3
7
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
20
1
2
2
6
4
6
0
1
0
4
1
1
0
W
I
L
L
I
E
J
F
L
O
W
E
R
S
J
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
4
1
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
20
2
2
2
6
4
6
0
1
0
4
1
2
0
S
I
T
H
K
H
L
O
E
U
M
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
4
5
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$ Page 5
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
20
3
2
2
6
4
6
0
1
0
4
1
3
0
J
A
C
L
Y
N
I
R
E
N
E
K
R
A
M
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
6
9
1
6
7
4
9
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
20
4
2
2
6
4
6
0
1
0
4
1
4
0
J
A
R
E
D
L
L
I
T
H
E
R
L
A
N
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
2
1
6
7
5
3
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
20
5
2
2
6
4
6
0
1
0
4
1
5
0
K
E
N
N
E
T
H
J
&
B
A
R
B
A
R
A
K
L
U
Z
A
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
2
1
6
7
5
7
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
20
6
2
2
6
4
6
0
1
0
4
1
6
0
G
U
Y
E
D
E
M
E
S
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
2
1
6
7
5
9
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
20
7
2
2
6
4
6
0
1
0
4
1
7
0
K
U
R
T
I
S
S
&
J
E
S
S
A
J
W
I
L
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
6
1
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
20
8
2
2
6
4
6
0
1
0
4
1
8
0
R
O
B
E
R
T
E
&
S
H
A
R
O
N
J
S
A
B
L
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
2
1
6
7
6
3
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
20
9
2
2
6
4
6
0
1
0
4
1
9
0
T
O
D
D
M
&
S
H
A
R
O
N
S
A
Y
L
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
6
5
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
21
0
2
2
6
4
6
0
1
0
4
2
0
0
K
A
O
&
M
A
I
H
T
H
O
R
X
I
O
N
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
2
1
6
7
6
7
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
21
1
2
2
6
4
6
0
1
0
4
2
1
0
R
O
B
E
R
T
E
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
6
9
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
21
2
2
2
6
4
6
0
1
0
4
2
2
0
A
L
E
X
A
N
D
E
R
S
T
E
N
Y
A
K
I
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
7
1
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
21
3
2
2
6
4
6
0
1
0
4
2
3
0
C
H
R
I
S
M
E
D
W
A
R
D
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
2
1
6
7
7
5
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
21
4
2
2
6
4
6
0
1
0
4
2
4
0
J
A
S
O
N
M
&
M
I
L
I
S
S
I
A
C
O
L
B
E
R
D
I
N
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
3
1
6
7
7
9
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
21
5
2
2
6
4
6
0
1
0
4
2
5
0
R
U
S
S
E
L
L
&
B
R
E
N
D
A
C
A
R
N
E
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
3
1
6
7
8
9
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
21
6
2
2
6
4
6
0
2
0
2
0
1
0
D
A
V
I
D
E
&
R
E
N
E
E
M
P
A
R
A
D
I
S
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
0
1
6
7
2
1
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
21
7
2
2
6
4
6
0
2
0
2
0
2
0
D
A
W
N
L
&
D
A
N
I
E
L
R
F
E
C
K
L
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
0
1
6
7
3
3
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
21
8
2
2
6
4
6
0
2
0
2
0
3
0
S
T
E
V
E
N
M
&
C
A
T
H
E
R
I
N
E
S
M
I
T
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
0
1
6
7
4
1
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
21
9
2
2
6
4
6
0
2
0
2
0
4
0
A
R
I
E
T
O
O
J
U
L
U
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
5
3
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
22
0
2
2
6
4
6
0
2
0
2
0
5
0
A
L
A
N
D
A
V
I
D
P
H
I
L
L
I
P
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
1
1
6
7
6
1
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
22
1
2
2
6
4
6
0
2
0
2
0
6
0
N
E
A
L
N
&
L
A
U
R
I
E
J
C
A
M
P
B
E
L
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
1
1
6
7
7
3
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
22
2
2
2
6
4
6
0
2
0
2
0
7
0
B
R
Y
A
N
T
&
R
U
T
H
L
E
K
A
N
D
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
1
1
6
7
8
1
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
22
3
2
2
6
4
6
0
2
0
2
0
8
0
N
A
N
C
Y
L
E
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
9
3
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
22
4
2
2
6
4
6
0
2
0
2
0
9
0
J
A
C
Q
U
E
L
Y
N
R
U
T
H
P
A
R
K
I
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
8
1
1
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
22
5
2
2
6
4
6
0
2
0
2
1
0
0
T
H
O
M
A
S
&
K
E
L
S
E
Y
E
M
C
A
R
T
H
U
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
7
3
1
6
8
2
3
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
22
6
2
2
6
4
6
0
2
0
2
1
1
0
M
U
R
R
A
Y
A
&
S
A
R
A
L
G
R
A
M
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
7
3
1
6
8
3
1
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
22
7
2
2
6
4
6
0
2
0
2
1
2
0
C
H
A
R
L
E
S
A
&
H
E
A
T
H
E
R
M
A
D
S
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
7
3
1
6
8
4
3
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
22
8
2
2
6
4
6
0
2
0
2
1
3
0
J
U
D
I
T
H
A
N
N
K
E
L
I
H
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
7
3
1
6
8
5
1
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
22
9
2
2
6
4
6
0
2
0
2
1
4
0
M
I
C
H
E
L
L
E
R
G
I
E
S
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
8
6
3
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
23
0
2
2
6
4
6
0
2
0
2
1
5
0
E
R
I
C
J
&
H
E
A
T
H
E
R
L
F
R
I
E
S
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
8
7
1
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
23
1
2
2
6
4
6
0
2
0
2
1
6
0
J
E
R
R
Y
&
L
A
Y
T
O
P
O
E
W
O
N
D
A
I
D
I
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
7
3
1
6
8
8
3
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
23
2
2
2
6
4
6
0
2
0
2
1
7
0
S
T
E
V
E
N
L
L
O
Y
D
K
I
R
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
9
0
1
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
23
3
2
2
6
4
6
0
2
0
2
1
8
0
G
A
R
E
T
T
M
I
T
C
H
E
L
L
P
A
D
I
L
L
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
9
1
6
9
2
3
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
23
4
2
2
6
4
6
0
2
0
2
1
9
0
D
A
V
I
D
J
&
S
U
S
A
N
K
H
A
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
9
1
6
9
3
1
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
23
5
2
2
6
4
6
0
2
0
2
2
0
0
J
E
F
F
R
E
Y
&
H
O
L
L
Y
S
A
L
S
I
N
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
9
1
6
9
4
3
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
23
6
2
2
6
4
6
0
2
0
2
2
1
0
K
E
I
T
H
J
&
L
I
N
D
A
K
H
A
H
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
9
1
6
9
5
1
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
23
7
2
2
6
4
6
0
2
0
2
2
2
0
J
O
N
Q
U
I
L
A
V
E
L
L
C
A
P
P
L
E
V
A
L
L
E
Y
M
N
5
5
1
2
4
1
6
9
6
3
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
23
8
2
2
6
4
6
0
2
0
2
2
3
0
M
I
C
H
E
L
L
E
&
D
A
N
I
E
L
S
O
P
P
E
L
A
N
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
9
7
1
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
23
9
2
2
6
4
6
0
1
0
5
0
1
0
D
I
A
N
E
A
N
D
E
R
S
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
0
0
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
24
0
2
2
6
4
6
0
1
0
5
0
2
0
N
O
R
B
E
R
T
O
I
S
L
A
S
R
O
D
R
I
G
U
E
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
1
4
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
24
1
2
2
6
4
6
0
1
0
5
0
3
0
A
L
L
E
N
W
A
L
O
C
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
2
0
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
24
2
2
2
6
4
6
0
1
0
5
0
4
0
R
I
C
H
A
R
D
J
A
N
S
S
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
2
6
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$ Page 6
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
24
3
2
2
6
4
6
0
1
0
5
0
5
0
W
I
L
L
I
A
M
F
&
D
E
B
O
R
A
H
R
I
N
E
V
E
L
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
6
9
1
6
7
3
0
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
24
4
2
2
6
4
6
0
1
0
5
0
6
0
D
A
N
I
E
L
R
&
J
A
Y
N
E
D
R
O
B
E
R
T
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
6
9
1
6
7
3
4
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
24
5
2
2
6
4
6
0
1
0
5
0
7
0
R
O
X
A
N
A
I
S
A
B
E
L
L
I
D
D
I
A
R
D
L
A
K
E
V
I
E
W
M
N
5
5
0
4
4
1
6
7
3
8
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
24
6
2
2
6
4
6
0
1
0
5
0
8
0
B
E
Y
A
N
A
B
A
T
T
A
F
O
R
Y
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
6
9
1
6
7
4
4
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
24
7
2
2
6
4
6
0
1
0
5
0
9
0
P
A
U
L
S
C
H
R
E
I
N
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
5
0
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
24
8
2
2
6
4
6
0
1
0
5
1
0
0
B
E
N
J
A
M
I
N
R
&
J
A
N
I
C
E
D
U
V
I
C
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
2
1
6
7
6
2
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
24
9
2
2
6
4
6
0
1
0
5
1
1
0
J
A
M
E
S
R
C
A
R
L
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
7
0
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
25
0
2
2
6
4
6
0
1
0
5
1
2
0
J
E
R
I
A
S
T
R
O
B
E
R
G
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
3
1
6
7
7
8
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
25
1
2
2
6
4
6
0
1
0
5
1
3
0
S
H
A
Y
N
E
E
V
E
R
E
T
T
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
3
1
6
7
8
6
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
25
2
2
2
6
4
6
0
1
0
5
1
4
0
B
A
R
R
Y
&
K
R
I
S
T
I
N
E
B
E
Y
E
R
B
R
O
D
H
E
A
D
W
I
5
3
5
2
0
1
6
7
9
4
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
25
3
2
2
6
4
6
0
1
0
5
1
5
0
L
I
N
C
O
L
N
D
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
3
1
6
7
9
8
J
O
P
L
I
N
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
25
4
2
2
6
4
6
0
2
0
3
1
6
0
S
I
L
V
I
A
D
E
L
V
I
L
L
A
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
9
1
6
9
5
2
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
25
5
2
2
6
4
6
0
2
0
3
1
5
0
D
A
V
I
D
B
&
L
A
U
R
I
M
T
R
A
U
B
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
9
1
6
9
3
8
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
25
6
2
2
6
4
6
0
2
0
3
1
4
0
J
A
S
O
N
&
S
H
E
I
L
L
A
W
A
R
N
K
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
2
9
1
6
9
2
2
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
25
7
2
2
6
4
6
0
2
0
3
1
3
0
B
A
R
R
Y
A
&
S
E
N
O
R
A
D
R
O
N
E
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
7
3
1
6
8
9
8
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
25
8
2
2
6
4
6
0
2
0
3
1
2
0
S
P
E
N
C
E
R
&
L
A
U
R
E
N
E
R
I
C
K
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
7
3
1
6
8
8
6
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
25
9
2
2
6
4
6
0
2
0
3
1
1
0
J
E
F
F
R
E
Y
&
D
I
A
N
N
E
B
R
O
M
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
7
3
1
6
8
7
4
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
26
0
2
2
6
4
6
0
2
0
3
1
0
0
N
I
C
H
O
L
A
S
J
B
A
K
A
L
I
C
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
8
6
0
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
26
1
2
2
6
4
6
0
2
0
3
0
9
0
S
T
A
C
Y
N
S
C
H
M
I
T
Z
H
A
S
T
I
N
G
S
M
N
5
5
0
3
3
1
6
8
4
8
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
26
2
2
2
6
4
6
0
2
0
3
0
8
0
S
K
Y
L
A
R
F
R
A
N
K
L
I
N
H
A
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
7
3
1
6
8
3
6
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
26
3
2
2
6
4
6
0
2
0
3
0
7
0
T
H
O
M
A
S
A
&
A
N
N
M
A
S
C
H
A
E
F
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
7
3
1
6
8
2
8
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
26
4
2
2
6
4
6
0
2
0
3
0
6
0
J
O
S
E
P
H
M
&
D
E
A
N
N
M
G
U
E
N
T
Z
E
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
7
3
1
6
8
1
4
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
26
5
2
2
6
4
6
0
2
0
3
0
5
0
B
R
Y
A
N
&
S
H
A
N
N
A
L
I
P
P
I
T
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
9
6
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
26
6
2
2
6
4
6
0
2
0
3
0
4
0
K
A
R
I
S
W
O
P
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
1
1
6
7
8
8
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
26
7
2
2
6
4
6
0
2
0
3
0
3
0
P
A
T
R
I
C
K
J
&
D
I
A
N
E
C
O
L
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
1
1
6
7
8
0
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
26
8
2
2
6
4
6
0
2
0
3
0
2
0
W
I
L
L
I
A
M
G
&
L
O
R
A
J
E
D
B
E
R
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
1
1
6
7
7
6
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
26
9
2
2
6
4
6
0
2
0
3
0
1
0
J
E
F
F
A
&
R
O
B
E
R
T
A
K
W
E
I
S
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
1
1
6
7
7
0
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
27
0
2
2
6
4
6
0
4
0
1
0
1
0
A
N
D
R
E
W
J
Z
W
A
C
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
4
9
8
1
6
9
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
27
1
2
2
6
4
6
0
4
0
1
0
2
0
B
E
N
J
A
M
I
N
&
K
A
T
H
R
Y
N
W
E
G
N
E
R
B
L
A
I
N
E
M
N
5
5
4
3
4
1
0
4
8
6
1
6
9
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
27
2
2
2
6
4
6
0
4
0
1
0
3
0
C
O
N
N
I
E
L
K
E
I
T
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
4
7
0
1
6
9
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
27
3
2
2
6
4
6
0
4
0
1
0
4
0
R
O
B
E
R
T
L
&
D
E
B
O
R
A
H
C
Z
V
A
N
O
V
E
C
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
4
1
0
4
5
6
1
6
9
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
27
4
2
2
6
4
6
0
4
0
1
0
5
0
B
A
R
B
A
R
A
S
I
M
O
N
D
E
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
4
1
0
4
4
0
1
6
9
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
27
5
2
2
6
4
6
0
4
0
1
0
6
0
S
T
E
V
E
N
R
&
A
M
Y
S
K
L
I
M
P
K
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
4
1
0
4
2
6
1
6
9
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
27
6
2
2
6
4
6
0
4
0
1
0
7
0
J
O
H
N
A
&
M
I
C
H
A
E
L
E
E
N
S
W
A
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
9
2
1
6
9
1
9
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
27
7
2
2
6
4
6
0
4
0
1
0
8
0
K
E
I
T
H
J
S
E
E
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
9
2
1
6
9
3
7
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
27
8
2
2
6
4
6
0
4
0
1
0
9
0
D
O
N
A
V
A
N
M
&
A
L
L
I
S
O
N
H
A
U
G
S
T
A
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
9
5
5
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
27
9
2
2
6
4
6
0
4
0
1
1
0
0
S
C
O
T
T
W
B
A
R
N
E
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
9
2
1
6
9
7
3
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
28
0
2
2
6
4
6
0
4
0
2
0
5
0
M
I
T
C
H
E
L
L
J
&
M
A
R
Y
K
S
P
E
N
C
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
9
0
1
6
8
8
1
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
28
1
2
2
6
4
5
3
0
0
1
1
1
0
J
O
H
N
P
&
L
Y
N
N
E
M
C
S
E
N
F
T
N
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
9
0
1
6
8
6
5
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
28
2
2
2
6
4
5
3
0
0
1
1
0
0
A
D
A
M
D
R
O
G
E
R
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
8
5
1
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$ Page 7
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
28
3
2
2
6
4
5
3
0
0
1
0
9
0
W
A
R
R
E
N
C
&
C
Y
N
T
H
I
A
L
B
E
T
T
E
N
H
A
U
S
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
9
0
1
6
8
3
5
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
28
4
2
2
6
4
5
3
0
0
1
0
8
0
S
P
E
N
C
E
R
W
P
O
P
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
9
0
1
6
8
2
1
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
28
5
2
2
6
4
5
3
0
0
1
0
7
0
J
A
M
E
S
E
&
A
M
Y
L
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
9
0
1
6
8
0
5
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
28
6
2
2
6
4
5
3
0
0
1
0
6
0
J
O
H
N
A
G
O
S
T
I
N
E
L
L
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
9
1
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
28
7
2
2
6
4
5
3
0
0
1
0
5
0
E
D
W
A
R
D
E
L
I
P
S
C
O
M
B
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
9
0
1
6
7
7
5
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
28
8
2
2
6
4
5
3
0
0
1
0
4
0
M
E
L
I
N
D
A
J
O
Y
C
A
R
L
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
6
1
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
28
9
2
2
6
4
5
3
0
0
1
0
3
0
R
A
N
D
Y
L
&
R
A
E
L
Y
N
N
A
S
I
N
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
4
5
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
29
0
2
2
6
4
5
3
0
0
1
0
2
0
G
R
E
G
O
R
Y
&
E
L
I
Z
A
B
E
T
H
S
A
L
O
K
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
9
0
1
6
7
3
1
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
29
1
2
2
6
4
5
3
0
0
1
0
1
0
L
I
N
D
A
J
R
O
S
E
N
B
A
U
M
G
R
U
B
B
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
9
1
1
0
3
1
0
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
29
2
2
2
6
4
5
3
1
0
2
1
2
0
G
R
E
G
O
R
Y
A
L
L
A
N
A
N
D
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
9
1
1
0
3
2
4
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
29
3
2
2
6
4
5
3
1
0
2
1
1
0
D
A
V
I
D
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
9
1
1
0
3
4
0
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
29
4
2
2
6
4
5
3
1
0
2
1
0
0
J
O
H
N
A
&
C
A
T
H
Y
T
P
Y
T
L
I
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
9
1
1
0
3
5
4
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
29
5
2
2
6
4
5
3
1
0
2
0
9
0
D
A
N
A
A
L
A
N
&
J
A
N
E
L
M
W
E
I
L
A
N
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
9
1
1
0
3
7
0
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
29
6
2
2
6
4
5
3
1
0
2
0
8
0
N
E
A
L
&
J
I
L
L
A
O
L
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
9
1
1
0
3
8
4
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
29
7
2
2
6
4
5
3
1
0
2
0
7
0
J
O
H
N
R
A
N
D
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
9
1
1
0
3
9
8
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
29
8
2
2
6
4
5
3
1
0
2
0
6
0
R
A
N
D
Y
J
M
C
D
O
N
A
L
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
6
1
0
4
1
4
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
29
9
2
2
6
4
5
3
1
0
2
0
5
0
L
O
R
E
N
P
&
B
R
E
N
D
A
M
K
R
E
M
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
6
1
0
4
2
8
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
30
0
2
2
6
4
5
3
1
0
2
0
4
0
A
M
Y
S
W
A
R
T
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
4
4
4
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
30
1
2
2
6
4
5
3
1
0
2
0
3
0
P
A
U
L
T
&
T
E
R
E
S
A
E
S
N
Y
D
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
6
1
0
4
6
0
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
30
2
2
2
6
4
5
3
1
0
2
0
2
0
S
T
E
V
E
N
P
O
R
T
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
6
1
0
4
7
4
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
30
3
2
2
6
4
5
3
1
0
2
0
1
0
M
I
C
H
A
E
L
J
&
S
U
S
A
N
R
J
A
C
K
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
6
1
0
4
9
0
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
30
4
2
2
6
4
6
0
2
0
1
0
1
0
G
A
R
Y
D
D
O
X
T
A
T
O
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
2
0
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
30
5
2
2
6
4
6
0
2
0
1
0
2
0
K
E
V
I
N
L
&
A
M
Y
R
G
O
R
D
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
0
1
6
7
3
0
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
30
6
2
2
6
4
6
0
2
0
1
0
3
0
T
E
R
R
I
M
B
O
U
T
I
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
0
1
6
7
4
0
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
30
7
2
2
6
4
6
0
2
0
1
0
4
0
J
A
S
O
N
J
&
A
N
G
E
L
A
K
C
O
U
G
H
L
I
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
0
1
6
7
5
0
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
30
8
2
2
6
4
6
0
2
0
1
0
5
0
J
E
R
E
M
I
A
H
R
H
A
N
S
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
0
1
6
7
5
6
J
O
N
Q
U
I
L
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
30
9
2
2
6
4
6
0
4
0
2
0
1
0
E
D
M
U
N
D
J
V
A
N
D
E
N
B
O
S
C
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
4
8
5
1
6
9
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
31
0
2
2
6
4
6
0
4
0
2
0
2
0
P
A
U
L
H
&
K
A
T
H
R
Y
N
A
A
R
N
E
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
5
1
0
4
6
5
1
6
9
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
31
1
2
2
6
4
6
0
4
0
2
0
3
0
V
O
N
D
A
A
N
N
H
E
A
T
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
4
4
5
1
6
9
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
31
2
2
2
6
4
6
0
4
0
2
0
4
0
D
A
V
I
D
R
&
C
A
R
I
L
D
O
M
A
C
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
5
1
0
4
2
5
1
6
9
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
31
3
2
2
6
4
6
0
4
0
3
0
6
0
J
A
M
E
S
W
&
S
H
E
R
R
Y
L
N
O
R
T
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
7
1
6
9
5
5
J
A
S
P
E
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
31
4
2
2
6
4
6
0
4
0
3
0
5
0
M
A
C
K
E
N
Z
I
E
&
K
A
T
H
L
E
E
N
C
A
N
N
I
F
F
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
9
6
5
J
A
S
P
E
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
31
5
2
2
6
4
6
0
4
0
3
0
4
0
S
U
S
A
N
H
E
L
E
N
S
M
I
S
E
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
7
1
6
9
7
5
J
A
S
P
E
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
31
6
2
2
6
4
6
0
4
0
3
0
3
0
K
O
R
E
Y
M
&
J
E
N
N
I
F
E
R
L
W
I
L
L
I
A
M
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
7
1
6
9
8
5
J
A
S
P
E
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
31
7
2
2
6
4
6
0
4
0
3
0
2
0
S
C
O
T
T
F
&
K
A
R
L
A
S
R
O
F
F
E
R
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
8
1
6
9
0
2
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
31
8
2
2
6
4
6
0
4
0
3
0
1
0
L
A
U
R
I
E
E
F
O
S
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
9
1
6
8
8
0
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
31
9
2
2
6
4
5
3
0
0
2
1
2
0
K
A
R
I
B
&
M
A
R
L
O
W
E
D
R
A
D
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
9
1
6
8
6
8
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
32
0
2
2
6
4
5
3
0
0
2
1
1
0
E
L
V
E
D
I
N
&
G
A
B
R
I
E
L
A
A
T
R
N
J
A
N
I
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
9
1
6
8
5
4
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
32
1
2
2
6
4
5
3
0
0
2
1
0
0
K
B
L
A
I
R
&
J
A
N
I
C
E
M
S
W
A
N
E
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
9
1
6
8
4
0
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
32
2
2
2
6
4
5
3
0
0
2
0
9
0
N
A
T
H
A
N
&
L
I
S
A
L
I
N
D
E
M
A
N
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
9
1
6
8
2
6
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$ Page 8
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
32
3
2
2
6
4
5
3
0
0
2
0
8
0
A
N
T
H
O
N
Y
G
R
A
Z
Z
I
N
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
9
1
6
8
1
2
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
32
4
2
2
6
4
5
3
0
0
2
0
7
0
B
R
Y
A
N
D
O
Y
L
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
9
8
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
32
5
2
2
6
4
5
3
0
0
2
0
6
0
R
O
N
A
L
D
D
&
S
A
N
D
R
A
M
C
K
A
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
9
1
6
7
8
4
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
32
6
2
2
6
4
5
3
0
0
2
0
5
0
S
T
E
V
E
N
G
T
A
N
G
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
7
0
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
32
7
2
2
6
4
5
3
0
0
2
0
4
0
G
R
E
G
B
R
O
W
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
9
1
6
7
5
6
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
32
8
2
2
6
4
5
3
0
0
2
0
3
0
P
E
T
E
R
M
&
S
U
Z
A
N
N
A
D
C
U
R
R
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
9
1
6
7
4
2
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
32
9
2
2
6
4
5
3
0
0
2
0
2
0
S
T
E
P
H
E
N
D
K
R
U
E
G
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
9
1
6
7
2
8
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
33
0
2
2
6
4
5
3
0
0
2
0
1
0
P
E
G
G
Y
S
C
H
O
N
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
9
1
6
7
1
4
J
A
V
E
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
33
1
2
2
6
4
5
3
0
0
2
1
3
0
B
R
A
N
D
I
L
Y
N
E
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
1
1
6
9
0
2
J
A
S
P
E
R
C
I
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
33
2
2
2
6
4
5
3
0
0
2
1
4
0
J
A
S
O
N
C
&
H
E
A
T
H
E
R
A
L
I
E
S
E
N
F
E
L
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
9
0
8
J
A
S
P
E
R
C
I
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
33
3
2
2
6
4
5
3
0
0
2
1
5
0
B
R
A
D
L
E
Y
&
C
A
T
H
E
R
I
N
E
C
O
O
K
S
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
1
1
6
9
1
4
J
A
S
P
E
R
C
I
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
33
4
2
2
6
4
5
3
0
0
2
1
6
0
J
U
A
N
C
&
K
E
R
S
T
I
N
M
B
A
L
L
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
1
1
6
9
0
5
J
A
S
P
E
R
C
I
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
33
5
2
2
6
4
5
3
0
0
2
1
7
0
B
A
N
K
O
F
N
E
W
Y
O
R
K
M
E
L
L
O
N
G
R
E
E
N
V
I
L
L
E
S
C
2
9
6
0
1
1
6
8
9
9
J
A
S
P
E
R
C
I
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
33
6
2
2
6
4
5
3
0
0
2
1
8
0
H
E
N
R
Y
G
&
G
E
R
A
L
D
I
N
E
D
O
T
Z
L
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
0
1
6
8
9
3
J
A
S
P
E
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
33
7
2
2
6
4
5
3
0
0
2
1
9
0
M
I
C
H
A
E
L
J
W
O
L
B
R
I
N
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
8
6
1
J
A
S
P
E
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
33
8
2
2
6
4
5
3
0
0
2
2
0
0
A
T
I
L
A
N
O
&
S
U
S
A
N
A
F
E
R
N
A
N
D
E
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
8
0
1
6
8
3
1
J
A
S
P
E
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
33
9
2
2
4
6
9
8
1
0
4
0
1
0
M
A
R
Y
K
L
U
S
T
I
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
4
3
1
0
2
3
8
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
34
0
2
2
4
6
9
8
1
0
4
0
2
0
D
A
V
I
D
R
&
E
L
I
Z
A
B
E
T
H
T
I
L
L
O
U
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
4
3
1
0
2
2
6
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
34
1
2
2
4
6
9
8
1
0
4
0
3
0
M
A
R
T
H
A
M
T
E
L
A
N
D
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
2
1
4
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
34
2
2
2
4
6
9
8
1
0
4
0
4
0
M
I
C
H
A
E
L
J
&
L
Y
N
D
A
L
J
O
N
E
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
4
3
1
0
2
0
2
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
34
3
2
2
4
6
9
8
1
0
4
0
5
0
S
C
O
T
T
A
&
G
E
R
A
L
D
I
N
E
G
J
E
S
D
A
H
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
3
1
1
6
7
2
9
J
A
C
A
N
A
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
34
4
2
2
4
6
9
8
1
0
4
0
6
0
T
I
M
O
T
H
Y
C
&
P
E
G
G
Y
A
M
E
R
G
E
N
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
3
1
1
6
7
3
7
J
A
C
A
N
A
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
34
5
2
2
4
6
9
8
1
0
4
0
7
0
L
I
N
D
A
J
T
S
T
E
D
I
T
M
O
R
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
3
1
1
6
7
4
0
J
A
C
A
N
A
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
34
6
2
2
4
6
9
8
1
0
4
0
8
0
B
R
I
A
N
D
&
N
A
N
C
Y
J
E
R
I
C
K
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
3
1
1
6
7
3
2
J
A
C
A
N
A
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
34
7
2
2
4
6
9
8
1
0
4
0
9
0
J
O
N
A
T
H
A
N
O
&
M
A
R
R
I
E
L
O
F
S
T
A
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
2
4
J
A
C
A
N
A
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
34
8
2
2
4
6
9
8
1
0
4
1
0
0
B
R
E
N
T
&
K
A
T
H
E
R
I
N
E
B
L
A
N
C
H
E
T
T
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
1
6
6
1
6
7
T
H
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
34
9
2
2
4
6
9
7
9
0
3
0
1
0
J
E
F
F
R
E
Y
T
&
J
E
N
N
I
F
E
R
A
N
D
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
9
9
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
35
0
2
2
4
6
9
7
9
0
3
0
2
0
M
A
R
K
&
R
E
B
E
C
C
A
D
E
G
R
O
O
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
9
7
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
35
1
2
2
4
6
9
7
9
0
3
0
3
0
D
O
N
A
L
D
N
E
A
R
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
9
5
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
35
2
2
2
4
6
9
7
9
0
3
0
4
0
A
L
E
X
A
N
D
E
R
&
J
O
Y
C
E
N
I
C
H
O
L
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
6
8
1
6
7
9
3
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
35
3
2
2
4
6
9
7
9
0
3
0
5
0
A
D
A
M
T
F
R
O
E
B
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
9
1
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
35
4
2
2
4
6
9
7
9
0
3
0
6
0
M
A
R
K
V
&
S
T
E
P
H
A
N
I
E
F
A
U
T
S
C
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
8
9
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
35
5
2
2
4
6
9
7
9
0
3
0
7
0
A
M
Y
K
&
P
A
U
L
J
M
E
T
T
L
A
C
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
7
1
1
6
7
8
2
J
A
L
I
S
C
O
T
E
R
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
35
6
2
2
4
6
9
7
9
0
3
0
8
0
R
I
C
K
J
&
L
I
S
A
L
S
N
Y
D
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
7
1
1
6
7
9
2
J
A
L
I
S
C
O
T
E
R
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
35
7
2
2
4
6
9
7
9
0
3
0
9
0
C
H
R
I
S
T
O
P
H
E
R
D
L
E
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
7
1
1
6
8
1
2
J
A
L
I
S
C
O
T
E
R
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
35
8
2
2
4
6
9
7
9
0
3
1
0
0
D
A
L
E
E
&
K
A
R
E
N
R
T
S
T
E
R
I
C
K
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
8
2
2
J
A
L
I
S
C
O
T
E
R
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
35
9
2
2
4
6
9
7
9
0
3
1
1
0
E
D
W
A
R
D
F
&
C
I
N
D
Y
E
G
A
T
E
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
8
4
2
J
A
L
I
S
C
O
T
E
R
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
36
0
2
2
4
6
9
7
9
0
3
1
2
0
D
A
R
R
E
N
L
&
B
R
E
N
D
A
K
L
A
T
Z
I
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
7
1
1
6
8
6
2
J
A
L
I
S
C
O
T
E
R
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
36
1
2
2
4
6
9
7
9
0
3
1
3
0
S
T
E
P
H
E
N
J
&
R
A
N
A
E
Y
P
E
L
N
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
7
1
1
6
8
8
2
J
A
L
I
S
C
O
T
E
R
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
36
2
2
2
4
6
9
7
8
0
3
0
1
0
M
I
C
H
A
E
L
&
E
L
I
S
A
B
E
T
H
R
O
S
A
N
D
I
C
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
9
0
0
J
A
L
I
S
C
O
T
E
R
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$ Page 9
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
36
3
2
2
4
6
9
7
8
0
2
0
2
0
J
E
F
F
R
E
Y
J
&
A
L
Y
S
S
A
J
C
R
E
M
I
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
9
0
9
J
A
L
I
S
C
O
T
E
R
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
36
4
2
2
4
6
9
7
9
0
2
1
2
0
L
O
N
W
I
L
L
I
A
M
L
A
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
7
0
1
6
8
9
5
J
A
L
I
S
C
O
T
E
R
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
36
5
2
2
4
6
9
7
9
0
2
1
1
0
M
A
R
K
&
A
M
Y
W
I
E
C
H
E
R
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
7
0
1
6
8
7
5
J
A
L
I
S
C
O
T
E
R
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
36
6
2
2
4
6
9
7
9
0
2
1
0
0
M
I
C
H
A
E
L
M
T
E
L
L
I
N
G
H
U
I
S
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
8
5
5
J
A
L
I
S
C
O
T
E
R
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
36
7
2
2
4
6
9
7
9
0
2
0
9
0
G
R
E
G
O
R
Y
&
M
A
R
Y
M
A
R
U
S
K
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
7
0
1
6
8
3
5
J
A
L
I
S
C
O
T
E
R
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
36
8
2
2
4
6
9
7
9
0
2
0
8
0
C
H
R
I
S
T
O
P
H
E
R
&
C
H
R
I
S
T
H
I
N
E
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
8
1
1
J
A
L
I
S
C
O
T
E
R
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
36
9
2
2
4
6
9
7
9
0
2
0
7
0
R
O
B
E
R
T
M
&
K
A
R
E
N
L
S
T
O
W
E
L
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
7
9
0
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
37
0
2
2
4
6
9
7
9
0
2
0
6
0
K
E
V
I
N
J
A
M
E
S
G
I
L
M
O
R
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
6
7
1
6
7
9
8
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
37
1
2
2
4
6
9
7
9
0
2
0
5
0
R
U
T
H
E
L
L
E
N
D
A
H
L
G
R
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
8
3
8
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
37
2
2
2
4
6
9
7
9
0
2
0
4
0
T
H
O
M
A
S
M
&
R
O
X
A
N
N
G
F
E
R
G
U
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
0
5
1
6
8
5
8
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
37
3
2
2
4
6
9
7
9
0
2
0
3
0
M
I
C
H
A
E
L
&
C
H
R
I
S
T
I
N
E
H
J
O
R
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
0
5
1
6
8
7
8
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
37
4
2
2
4
6
9
7
9
0
2
0
2
0
D
A
V
I
D
L
&
M
A
R
Y
C
S
T
O
N
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
8
9
8
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
37
5
2
2
4
6
9
7
9
0
2
0
1
0
S
T
E
V
E
N
J
&
L
I
S
A
M
W
A
L
E
T
Z
K
O
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
3
0
1
6
9
0
8
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
37
6
2
2
4
6
9
7
8
0
2
0
1
0
L
I
S
A
A
R
A
D
D
A
T
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
3
0
1
6
9
3
0
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
37
7
2
2
4
6
9
7
9
0
1
0
1
0
T
I
M
O
T
H
Y
M
&
S
H
E
I
L
A
M
W
I
S
N
E
W
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
2
9
1
6
9
2
5
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
37
8
2
2
4
6
9
7
9
0
1
0
2
0
J
A
R
E
D
G
S
C
H
U
L
T
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
2
9
1
6
9
0
5
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
37
9
2
2
4
6
9
7
9
0
1
0
3
0
S
T
E
P
H
E
N
R
A
N
D
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
8
8
5
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
38
0
2
2
4
6
9
7
9
0
1
0
4
0
T
R
E
S
T
O
N
A
&
K
R
I
S
T
I
N
E
W
O
B
I
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
8
6
5
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
38
1
2
2
4
6
9
7
9
0
1
0
5
0
J
O
H
N
D
&
M
A
R
G
O
A
M
A
C
K
E
D
A
N
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
8
4
5
J
A
L
I
S
C
O
T
E
R
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
38
2
2
2
6
4
5
3
0
0
3
0
1
0
C
O
N
N
O
R
H
A
N
G
M
O
N
O
R
A
M
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
6
7
9
1
6
8
7
6
J
A
S
P
E
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
38
3
2
2
6
4
5
3
0
0
3
0
2
0
D
A
N
I
E
L
G
&
V
I
C
K
I
E
R
W
E
S
T
E
R
M
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
6
1
6
9
1
0
J
A
S
P
E
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
38
4
2
2
6
4
6
0
4
0
4
0
8
0
M
I
C
H
A
E
L
B
O
R
S
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
6
1
6
9
4
0
J
A
S
P
E
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
38
5
2
2
6
4
6
0
4
0
4
0
7
0
R
I
C
H
A
R
D
A
&
J
U
L
I
E
A
P
E
T
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
6
1
6
9
4
6
J
A
S
P
E
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
38
6
2
2
6
4
6
0
4
0
4
0
6
0
J
A
M
E
S
H
&
K
A
T
H
L
E
E
N
M
C
H
R
I
S
T
E
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
6
1
6
9
5
2
J
A
S
P
E
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
38
7
2
2
6
4
6
0
4
0
4
0
5
0
J
O
H
N
E
&
J
A
C
Q
U
E
L
Y
N
L
L
E
V
E
R
T
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
6
1
6
9
5
8
J
A
S
P
E
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
38
8
2
2
6
4
6
0
4
0
4
0
4
0
K
O
R
V
I
D
&
J
U
L
I
E
C
N
I
Z
Z
A
R
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
6
1
6
9
6
4
J
A
S
P
E
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
38
9
2
2
6
4
6
0
4
0
4
0
3
0
S
E
R
G
E
Y
V
K
I
R
K
O
V
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
6
9
7
2
J
A
S
P
E
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
39
0
2
2
6
4
6
0
4
0
4
0
2
0
E
R
I
K
&
K
A
T
A
R
Z
Y
N
A
A
B
E
N
E
D
I
C
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
6
1
6
9
7
8
J
A
S
P
E
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
39
1
2
2
6
4
6
0
4
0
4
0
1
0
K
A
T
R
I
N
A
M
M
E
Y
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
5
5
8
6
1
6
9
8
4
J
A
S
P
E
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
39
2
2
2
7
6
6
0
0
0
2
2
1
0
N
E
E
S
A
L
&
T
H
O
M
A
S
J
R
U
E
S
I
N
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
0
0
1
J
A
V
E
L
I
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
39
3
2
2
7
6
6
0
0
0
2
2
0
0
P
A
U
L
A
M
A
R
I
E
S
T
O
M
M
E
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
3
0
1
7
0
3
1
J
A
V
E
L
I
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
39
4
2
2
7
6
6
0
0
0
2
1
9
0
L
A
W
R
E
N
C
E
&
R
E
G
I
N
A
G
A
V
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
3
0
1
7
0
5
1
J
A
V
E
L
I
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
39
5
2
2
7
6
6
0
0
0
2
1
8
0
M
A
R
K
J
&
D
E
B
R
A
M
T
R
A
F
F
A
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
3
0
1
7
0
7
1
J
A
V
E
L
I
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
39
6
2
2
7
6
6
0
0
0
2
1
7
0
R
O
B
E
R
T
B
T
S
T
E
F
U
L
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
3
0
1
7
0
8
1
J
A
V
E
L
I
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
39
7
2
2
7
6
6
0
0
0
2
1
6
0
J
U
L
I
A
N
P
&
C
A
L
E
E
N
I
B
R
I
S
T
O
W
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
3
0
1
7
0
9
1
J
A
V
E
L
I
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
39
8
2
2
7
6
6
0
0
0
2
1
5
0
J
A
M
E
S
R
&
R
A
C
H
E
L
L
E
R
S
L
A
I
K
E
U
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
3
0
1
7
0
9
9
J
A
V
E
L
I
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
39
9
2
2
7
6
6
0
0
0
2
1
4
0
P
A
U
L
P
U
N
C
O
C
H
A
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
9
3
1
7
0
9
0
J
A
V
E
L
I
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
40
0
2
2
7
6
6
0
0
0
2
1
3
0
M
I
C
H
A
E
L
G
&
S
A
N
D
R
A
Z
A
I
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
9
3
1
7
0
8
0
J
A
V
E
L
I
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
40
1
2
2
7
6
6
0
0
0
2
1
2
0
J
O
H
N
S
&
J
U
N
E
L
L
M
W
I
E
S
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
9
3
1
7
0
7
0
J
A
V
E
L
I
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
40
2
2
2
7
6
6
0
0
0
2
1
1
0
T
R
E
V
O
R
R
&
R
O
B
Y
N
M
O
B
R
I
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
0
6
0
J
A
V
E
L
I
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$ Page 10
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
40
3
2
2
7
6
6
0
0
0
2
1
0
0
A
I
N
A
R
S
Z
S
I
L
I
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
9
3
1
7
0
5
0
J
A
V
E
L
I
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
40
4
2
2
7
6
6
0
0
0
2
0
9
0
J
E
F
F
R
E
Y
W
P
A
U
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
9
3
1
7
0
4
0
J
A
V
E
L
I
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
40
5
2
2
7
6
6
0
0
0
2
0
8
0
M
I
C
H
A
E
L
&
C
A
T
H
E
R
I
N
E
V
A
N
G
R
U
N
S
V
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
9
3
1
7
0
3
0
J
A
V
E
L
I
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
40
6
2
2
7
6
6
0
0
0
2
0
7
0
J
O
N
B
&
L
I
N
D
A
K
O
R
S
H
U
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
9
3
1
7
0
2
0
J
A
V
E
L
I
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
40
7
2
2
7
6
6
0
0
0
2
0
6
0
F
R
E
D
E
R
I
C
K
J
&
L
A
U
R
I
E
L
E
W
K
O
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
9
3
1
7
0
0
2
J
A
V
E
L
I
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
40
8
2
2
7
6
6
0
0
0
2
3
2
0
T
H
O
M
A
S
D
W
A
L
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
8
7
1
7
1
1
0
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
40
9
2
2
7
6
6
0
0
0
2
3
3
0
T
H
O
M
A
S
W
I
L
L
I
A
M
Q
U
I
N
T
U
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
8
7
1
7
1
2
0
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
41
0
2
2
7
6
6
2
0
0
2
1
5
0
T
I
M
O
T
H
Y
&
V
A
L
E
R
I
E
V
E
R
M
E
I
R
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
8
7
1
7
1
2
2
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
41
1
2
2
7
6
6
2
0
0
2
1
4
0
2
0
1
5
-
1
I
H
2
B
O
R
R
O
W
E
R
L
P
D
A
L
L
A
S
T
X
7
5
2
0
1
1
7
1
2
4
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
41
2
2
2
7
6
6
2
0
0
2
1
3
0
B
R
I
A
N
&
M
O
N
I
C
A
E
N
G
E
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
8
7
1
7
1
2
6
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
41
3
2
2
7
6
6
2
0
0
2
1
2
0
K
E
N
T
L
&
S
H
A
R
I
M
P
F
I
S
T
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
8
7
1
7
1
2
8
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
41
4
2
2
7
6
6
2
0
0
2
1
1
0
R
I
C
H
A
R
D
J
&
B
E
T
H
L
E
N
G
L
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
8
7
1
7
1
3
0
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
41
5
2
2
7
6
6
2
0
0
2
1
0
0
K
R
I
S
T
I
D
E
V
A
R
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
8
7
1
7
1
3
2
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
41
6
2
2
7
6
6
2
0
0
2
0
9
0
W
I
L
L
I
A
M
J
S
M
I
L
E
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
3
4
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
41
7
2
2
7
6
6
2
0
0
2
0
8
0
H
A
R
L
A
N
D
&
K
A
R
I
N
D
S
T
O
K
E
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
8
7
1
7
1
3
6
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
41
8
2
2
7
6
6
2
0
0
2
0
7
0
D
A
V
I
D
L
&
S
U
Z
A
N
N
E
L
H
A
G
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
8
7
1
7
1
3
8
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
41
9
2
2
7
6
6
2
0
0
2
0
6
0
T
E
R
R
Y
J
C
O
N
D
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
8
7
1
7
1
4
2
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
42
0
2
2
7
6
6
2
0
0
2
0
5
0
S
C
O
T
T
Y
U
N
-
S
H
E
N
G
X
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
8
7
1
7
1
4
4
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
42
1
2
2
7
6
6
2
0
0
2
0
4
0
J
E
F
F
R
E
Y
&
J
E
N
N
I
F
E
R
W
I
T
T
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
8
7
1
7
1
4
6
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
42
2
2
2
7
6
6
2
0
0
2
0
3
0
J
A
M
E
S
A
L
L
E
N
T
S
T
E
O
C
O
N
N
O
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
1
1
7
1
4
5
J
A
Y
B
E
L
L
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
42
3
2
2
7
6
6
2
0
0
2
0
2
0
H
A
R
L
E
Y
&
D
I
A
N
E
H
O
R
S
A
G
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
1
1
7
1
4
1
J
A
Y
B
E
L
L
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
42
5
2
2
7
6
6
2
0
0
2
0
1
0
A
N
D
R
E
W
&
C
H
R
I
S
H
O
L
T
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
1
1
7
1
4
2
J
A
Y
B
E
L
L
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
42
7
2
2
7
6
6
2
0
0
1
0
3
0
G
A
R
Y
T
U
C
K
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
4
6
J
A
Y
B
E
L
L
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
42
8
2
2
7
6
6
2
0
0
1
0
2
0
E
R
I
C
A
&
K
R
I
S
T
Y
L
K
A
M
M
E
R
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
1
1
7
1
5
0
J
A
Y
B
E
L
L
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
42
9
2
2
7
6
6
2
0
0
1
0
1
0
D
A
V
I
D
G
&
P
A
M
L
A
N
D
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
8
7
1
7
1
5
2
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
43
0
2
2
4
7
0
0
0
0
1
0
1
0
J
A
S
O
N
C
K
R
E
L
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
1
1
7
1
2
7
J
A
S
P
E
R
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
43
1
2
2
4
7
0
0
0
0
1
0
2
0
D
A
V
I
D
&
B
O
N
I
T
A
M
A
C
K
I
N
N
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
1
1
7
1
2
3
J
A
S
P
E
R
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
43
2
2
2
4
7
0
0
0
0
1
0
3
0
R
I
C
H
A
R
D
A
&
R
I
T
A
H
A
S
T
E
R
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
1
1
7
1
1
7
J
A
S
P
E
R
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
43
3
2
2
4
7
0
0
0
0
1
0
4
0
G
R
E
G
O
R
Y
J
&
J
A
C
L
Y
N
J
L
A
M
E
R
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
1
1
J
A
S
P
E
R
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
43
4
2
2
4
7
0
0
0
0
1
0
5
0
J
A
M
E
S
E
&
S
H
I
R
L
E
Y
A
F
I
S
C
H
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
1
1
7
1
0
7
J
A
S
P
E
R
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
43
5
2
2
4
7
0
0
0
0
1
0
6
0
K
U
L
J
I
T
S
&
C
H
A
R
M
A
I
N
E
S
A
N
D
H
U
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
1
1
7
0
7
5
J
A
S
P
E
R
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
43
6
2
2
4
7
0
0
0
0
1
0
7
0
M
A
R
K
W
&
M
A
R
Y
S
O
M
M
E
R
V
I
L
L
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
1
1
7
0
5
1
J
A
S
P
E
R
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
43
7
2
2
4
7
0
0
0
0
1
0
8
0
S
T
E
V
E
N
C
&
L
A
U
R
I
E
H
A
N
F
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
1
1
7
0
2
5
J
A
S
P
E
R
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
43
8
2
2
4
7
0
0
0
0
1
0
9
0
S
C
O
T
T
D
&
C
Y
N
T
H
I
A
J
S
O
U
S
E
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
1
1
7
0
3
6
J
A
S
P
E
R
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
43
9
2
2
4
7
0
0
0
0
1
1
0
0
S
H
A
N
N
O
N
&
T
O
N
Y
Y
E
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
0
5
0
J
A
S
P
E
R
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
44
0
2
2
4
7
0
0
0
0
1
1
1
0
J
A
M
E
S
A
&
S
H
E
I
L
A
M
V
E
S
C
H
U
S
I
O
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
1
1
7
0
6
6
J
A
S
P
E
R
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
44
1
2
2
4
7
0
0
0
0
1
1
2
0
A
H
S
A
N
&
A
Y
E
S
H
A
M
A
J
U
M
D
A
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
0
8
0
J
A
S
P
E
R
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
44
2
2
2
4
7
0
0
0
0
1
1
3
0
S
U
S
A
N
B
&
M
I
C
H
A
E
L
C
H
A
L
L
E
N
G
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
1
1
7
0
9
6
J
A
S
P
E
R
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
44
3
2
2
4
7
0
0
0
0
1
1
4
0
G
E
O
F
F
R
E
Y
P
&
S
U
S
A
N
M
F
I
S
C
H
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
1
1
7
1
1
0
J
A
S
P
E
R
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
44
4
2
2
4
7
0
0
0
0
1
1
5
0
T
H
O
M
A
S
C
&
S
A
N
D
R
A
E
M
O
N
T
O
U
R
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
1
1
7
1
2
6
J
A
S
P
E
R
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$ Page 11
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
44
5
2
2
4
7
0
0
0
0
1
1
6
0
T
I
M
O
T
H
Y
J
&
B
E
C
K
Y
L
R
O
G
O
T
Z
K
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
8
9
1
7
1
4
0
J
A
S
P
E
R
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
44
6
2
2
4
7
0
0
0
0
1
1
7
0
L
Y
L
E
W
&
G
A
I
L
A
L
A
S
S
O
N
D
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
8
9
1
7
1
5
6
J
A
S
P
E
R
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
44
7
2
2
4
7
0
0
0
0
1
1
8
0
W
I
L
L
I
A
M
C
B
E
R
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
8
9
1
7
1
7
0
J
A
S
P
E
R
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
44
8
2
2
4
7
0
0
0
0
1
1
9
0
D
O
U
G
L
A
S
J
&
A
N
N
M
Y
E
T
Z
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
8
9
1
7
1
8
6
J
A
S
P
E
R
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
44
9
2
2
4
7
0
0
0
0
1
2
0
0
J
E
R
R
Y
J
&
S
H
A
R
O
N
R
Z
E
L
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
7
1
7
2
0
0
J
A
S
P
E
R
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
45
0
2
2
4
7
0
0
0
0
1
2
1
0
L
U
C
A
S
J
&
A
N
N
A
M
D
U
D
Z
I
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
2
1
6
J
A
S
P
E
R
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
45
1
2
2
4
7
0
0
0
0
1
2
2
0
J
E
F
F
R
E
Y
J
&
B
E
C
K
I
J
J
A
C
O
B
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
7
1
7
2
3
0
J
A
S
P
E
R
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
45
2
2
2
6
4
1
0
0
0
2
0
1
0
H
O
W
A
R
D
J
&
C
H
E
R
Y
L
D
O
L
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
5
8
1
7
2
5
2
J
A
S
P
E
R
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
45
3
2
2
6
4
1
0
0
0
2
0
2
0
D
E
B
R
A
L
E
R
I
C
K
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
5
8
1
7
2
5
4
J
A
S
P
E
R
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
45
4
2
2
6
4
1
0
0
0
2
0
3
0
S
H
A
R
I
L
Y
N
N
S
L
O
A
N
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
5
8
1
7
2
5
6
J
A
S
P
E
R
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
45
5
2
2
6
4
1
0
0
0
2
0
4
0
J
O
H
N
E
&
A
N
N
E
C
A
R
P
E
N
T
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
5
8
1
7
2
5
8
J
A
S
P
E
R
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
45
6
2
2
6
4
1
0
0
0
2
0
5
0
T
I
M
O
T
H
Y
J
S
M
I
T
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
9
1
7
2
6
6
J
A
S
P
E
R
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
45
7
2
2
6
4
1
0
0
0
2
0
6
0
W
E
N
D
Y
K
A
Y
D
I
E
H
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
2
8
5
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
45
8
2
2
6
4
1
0
0
0
2
0
7
0
D
A
L
E
&
T
A
M
R
A
P
E
T
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
2
6
1
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
45
9
2
2
6
4
1
0
0
0
2
0
8
0
L
Y
N
E
T
T
E
P
O
W
E
N
S
S
A
I
N
T
P
A
U
L
M
N
5
5
1
0
5
1
0
2
4
5
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
46
0
2
2
6
4
1
0
0
0
2
0
9
0
M
E
R
L
E
L
&
J
A
N
E
T
F
B
E
V
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
0
1
0
2
2
9
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
46
1
2
2
6
4
1
0
0
0
2
1
0
0
S
T
E
V
E
N
J
&
L
A
U
R
A
A
R
A
J
A
V
U
O
R
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
2
1
1
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
46
2
2
2
6
4
1
0
1
0
1
0
1
0
P
E
T
E
R
D
&
M
I
C
H
E
L
L
E
L
M
O
E
N
K
H
A
U
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
2
1
7
2
9
5
J
A
S
M
I
N
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
46
3
2
2
6
4
1
0
1
0
1
0
2
0
D
A
V
I
D
E
&
J
E
A
N
N
I
E
M
D
E
L
A
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
2
1
7
2
8
9
J
A
S
M
I
N
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
46
4
2
2
6
4
1
0
1
0
1
0
3
0
D
O
U
G
L
A
S
J
&
C
O
N
N
I
E
A
W
H
I
T
A
C
R
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
2
1
7
2
8
3
J
A
S
M
I
N
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
46
5
2
2
6
4
1
0
1
0
1
0
4
0
G
A
R
Y
D
U
A
N
E
&
S
H
I
R
L
E
Y
W
A
L
Q
U
I
S
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
2
1
7
2
7
7
J
A
S
M
I
N
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
46
6
2
2
6
4
1
0
1
0
1
0
5
0
C
L
I
F
F
O
R
D
F
&
D
E
B
B
I
E
D
O
U
G
H
E
R
T
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
2
1
7
2
7
1
J
A
S
M
I
N
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
46
7
2
2
6
4
1
0
1
0
1
0
6
0
R
O
B
E
R
T
H
J
R
&
S
H
A
R
O
N
B
O
E
H
M
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
2
1
7
2
6
3
J
A
S
M
I
N
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
46
8
2
2
6
4
1
0
1
0
1
0
7
0
J
E
R
R
Y
W
B
I
R
K
M
A
I
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
2
5
7
J
A
S
M
I
N
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
46
9
2
2
6
4
1
0
1
0
1
0
8
0
G
A
B
R
I
E
L
L
E
K
O
S
C
I
E
L
S
K
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
2
5
1
J
A
S
M
I
N
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
47
0
2
2
6
4
1
0
1
0
1
0
9
0
R
E
B
E
C
A
T
S
T
E
M
A
N
Z
U
R
-
S
O
D
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
2
1
7
2
4
5
J
A
S
M
I
N
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
47
1
2
2
6
4
1
0
1
0
1
1
0
0
S
U
S
A
N
N
&
S
C
O
T
T
W
B
E
N
N
E
T
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
2
1
7
2
4
4
J
A
S
M
I
N
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
47
2
2
2
6
4
1
0
1
0
1
1
1
0
K
E
N
N
E
T
H
A
&
D
E
B
O
R
A
H
B
E
C
K
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
2
1
7
2
5
0
J
A
S
M
I
N
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
47
3
2
2
6
4
1
0
1
0
1
1
2
0
B
R
I
A
N
D
O
N
A
L
D
B
U
R
K
H
A
R
T
Z
M
E
Y
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
2
1
7
2
5
6
J
A
S
M
I
N
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
47
4
2
2
6
4
1
0
1
0
1
1
3
0
H
E
L
E
N
C
W
A
L
D
O
C
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
2
1
7
2
6
2
J
A
S
M
I
N
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
47
5
2
2
6
4
1
0
1
0
1
1
4
0
R
O
S
C
O
E
&
C
H
E
R
E
D
L
A
C
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
2
1
7
2
7
8
J
A
S
M
I
N
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
47
6
2
2
6
4
1
0
1
0
1
1
5
0
D
A
V
I
D
J
&
M
A
R
Y
J
Z
L
O
C
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
2
1
7
2
9
4
J
A
S
M
I
N
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
47
7
2
2
6
4
1
0
1
0
1
1
6
0
H
A
R
R
I
S
S
G
A
R
T
H
T
H
O
M
A
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
1
4
1
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
47
8
2
2
6
4
1
0
1
0
1
1
7
0
J
U
L
I
E
T
T
E
I
T
E
T
R
A
U
L
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
5
1
0
1
2
7
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
47
9
2
2
6
4
1
0
1
0
1
1
8
0
D
O
N
A
L
D
R
&
T
E
R
R
I
E
H
A
R
M
S
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
1
1
5
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
48
0
2
2
6
4
1
0
1
0
1
1
9
0
S
H
I
R
L
E
Y
K
H
U
N
T
A
L
E
X
A
N
D
E
R
E
D
I
N
A
M
N
5
5
4
3
9
-
1
2
2
0
1
0
0
8
9
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
48
1
2
2
6
4
1
0
1
0
1
2
0
0
S
A
R
A
D
W
A
H
L
S
T
R
O
M
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
4
1
0
0
6
9
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
48
2
2
2
6
4
1
0
1
0
1
2
1
0
J
O
H
N
D
&
K
A
N
D
I
E
A
N
T
H
O
N
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
4
1
0
0
5
3
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
48
3
2
2
6
4
1
0
1
0
1
2
2
0
P
A
T
R
I
C
K
J
&
L
O
R
I
C
C
R
O
W
L
E
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
4
1
0
0
3
5
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
48
4
2
2
6
4
1
0
1
0
1
2
3
0
E
L
Y
N
N
E
K
E
N
N
E
D
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
4
1
0
0
1
9
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$ Page 12
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
48
5
2
2
1
3
2
0
2
0
1
1
6
0
D
A
N
I
E
L
R
O
B
E
R
T
&
S
A
R
A
Z
I
E
N
T
A
R
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
9
9
9
7
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
48
6
2
2
1
3
2
0
2
0
1
1
5
0
T
I
M
O
T
H
Y
D
O
S
T
B
E
R
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
0
8
9
9
7
5
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
48
7
2
2
1
3
2
0
2
0
1
1
4
0
B
R
A
N
D
O
N
C
&
R
U
T
H
K
L
Y
T
L
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
9
9
5
3
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
48
8
2
2
1
3
2
0
2
0
1
1
3
0
M
I
C
H
A
E
L
J
&
S
H
E
I
L
A
K
H
O
N
D
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
0
0
0
1
7
3
9
5
J
A
D
E
T
E
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
48
9
2
2
1
3
2
0
2
0
1
1
2
0
H
O
W
R
Y
P
R
O
P
E
R
T
I
E
S
L
L
C
M
E
N
D
O
T
A
H
E
I
G
H
T
S
M
N
5
5
1
2
0
1
7
3
7
5
J
A
D
E
T
E
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
49
0
2
2
1
3
2
0
2
0
1
1
1
0
S
T
E
V
E
N
R
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
5
5
J
A
D
E
T
E
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
49
1
2
2
1
3
2
0
2
0
1
1
0
0
P
A
T
R
I
C
K
B
R
E
N
D
A
N
N
O
R
T
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
3
5
J
A
D
E
T
E
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
49
2
2
2
1
3
2
0
2
0
1
0
9
0
R
I
C
H
A
R
D
B
R
Y
A
N
&
H
I
L
L
B
R
O
D
S
K
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
1
5
J
A
D
E
T
E
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
49
3
2
2
1
3
2
0
2
0
1
0
8
0
M
A
R
K
W
&
J
U
L
I
A
J
M
U
E
L
L
E
R
-
D
A
H
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
4
0
J
A
D
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
49
4
2
2
1
3
2
0
2
0
1
0
7
0
B
R
I
A
N
J
&
C
A
R
O
L
R
S
M
I
T
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
9
6
1
7
3
5
0
J
A
D
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
49
5
2
2
1
3
2
0
2
0
1
0
6
0
J
U
S
T
I
N
N
O
Y
L
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
6
1
J
A
D
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
49
6
2
2
1
3
2
0
2
0
1
0
5
0
M
I
M
I
E
M
O
G
A
K
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
4
1
J
A
D
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
49
7
2
2
1
3
2
0
2
0
1
0
4
0
L
U
K
E
D
N
E
L
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
7
3
1
7
3
2
1
J
A
D
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
49
8
2
2
1
3
2
0
2
0
1
0
3
0
S
H
A
N
N
O
N
M
T
H
O
M
P
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
7
3
1
7
3
0
1
J
A
D
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
49
9
2
2
1
3
2
0
2
0
1
0
2
0
P
A
U
L
A
H
A
R
R
I
N
G
T
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
0
0
1
7
2
8
1
J
A
D
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
50
0
2
2
1
3
2
0
2
0
1
0
1
0
D
A
V
I
D
W
K
R
A
N
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
2
6
1
J
A
D
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
50
1
2
2
7
2
6
9
1
0
8
0
2
0
J
O
S
H
U
A
D
&
D
E
B
O
R
A
H
R
U
P
P
E
R
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
9
9
3
3
1
7
2
N
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
50
2
2
2
7
2
6
9
1
0
8
0
3
0
M
A
R
K
W
&
P
A
M
E
L
A
S
M
C
D
O
N
A
L
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
4
5
9
9
0
9
1
7
2
N
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
50
3
2
2
7
2
6
9
1
0
3
1
4
0
L
A
W
R
E
N
C
E
P
G
O
L
A
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
9
8
6
1
1
7
2
N
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
50
4
2
2
7
2
6
9
1
0
3
1
5
0
D
A
L
E
O
B
E
R
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
9
8
3
7
1
7
2
N
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
50
5
2
2
7
2
6
9
1
0
3
1
6
0
G
E
R
A
L
D
N
&
D
I
A
N
E
B
M
E
Y
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
0
2
1
9
8
1
3
1
7
2
N
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
50
6
2
2
7
2
6
9
1
0
3
1
7
0
J
O
S
E
P
H
D
E
A
N
P
E
T
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
9
7
8
9
1
7
2
N
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
50
7
2
2
7
2
6
9
1
0
3
1
8
0
S
U
Z
A
N
N
E
P
E
A
R
L
R
A
J
A
V
U
O
R
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
2
9
0
9
7
6
5
1
7
2
N
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
50
8
2
2
6
4
4
5
2
0
2
0
1
0
G
L
E
N
A
M
U
L
L
E
N
B
A
C
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
9
7
4
1
1
7
2
N
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
51
0
2
2
6
4
4
5
2
0
1
0
2
0
R
O
D
N
E
Y
G
&
C
A
R
O
L
M
V
R
E
D
E
N
B
U
R
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
8
4
9
9
7
2
0
1
7
2
N
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
51
1
2
2
6
4
4
5
2
0
1
0
1
0
B
R
Y
A
N
T
&
H
E
A
T
H
E
R
I
C
U
M
M
I
N
G
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
9
7
4
0
1
7
2
N
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
51
2
2
2
1
3
2
0
1
0
5
0
1
0
W
I
L
L
I
A
M
H
&
J
U
L
I
E
A
S
H
E
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
6
9
5
1
7
3
0
6
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
51
3
2
2
1
3
2
0
0
0
4
0
1
0
M
A
T
T
H
E
W
T
U
O
M
A
L
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
6
9
5
1
7
3
4
4
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
51
4
2
2
1
3
2
0
0
0
4
0
2
0
B
R
U
C
E
A
&
C
H
E
R
Y
L
L
Y
K
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
6
9
6
1
7
3
6
8
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
51
5
2
2
1
3
2
0
0
0
4
0
3
0
J
A
M
E
S
&
T
I
F
F
A
N
Y
O
N
E
I
L
B
U
R
N
S
V
I
L
L
E
M
N
5
5
3
3
7
1
7
3
8
2
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
51
6
2
2
1
3
2
0
0
0
4
0
4
0
R
O
B
E
R
T
L
&
P
A
U
L
E
T
T
E
G
O
O
D
M
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
6
9
2
1
7
3
9
4
I
S
L
E
T
O
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
51
7
2
2
1
3
2
0
0
0
4
0
5
0
J
A
Y
L
&
K
A
T
H
Y
J
C
L
A
R
K
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
6
9
2
1
7
4
1
6
I
S
L
E
T
O
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
51
8
2
2
1
3
2
0
0
0
4
0
6
0
J
O
Y
C
E
A
C
H
E
L
L
B
E
R
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
6
9
2
1
7
4
3
0
I
S
L
E
T
O
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
51
9
2
2
1
3
2
0
0
0
4
0
7
0
H
I
S
H
A
M
A
&
A
L
I
C
I
A
K
H
A
L
E
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
6
9
2
1
7
4
4
4
I
S
L
E
T
O
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
52
0
2
2
1
3
2
0
0
0
4
0
8
0
J
A
R
E
D
R
&
A
M
A
N
D
A
J
B
R
A
N
D
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
6
9
2
1
7
4
6
6
I
S
L
E
T
O
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
52
1
2
2
1
3
2
0
0
0
4
0
9
0
J
A
Y
&
M
E
L
A
N
I
E
T
E
I
C
H
R
O
E
W
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
6
9
2
1
7
4
8
0
I
S
L
E
T
O
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
52
2
2
2
1
3
2
0
0
0
5
0
1
0
A
N
N
R
C
O
R
D
E
L
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
6
9
3
1
7
4
7
9
I
S
L
E
T
O
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
52
3
2
2
1
3
2
0
0
0
5
0
2
0
G
R
E
G
O
R
Y
L
R
E
I
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
6
9
3
1
7
4
6
1
I
S
L
E
T
O
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
52
4
2
2
1
3
2
0
0
0
5
0
3
0
R
I
C
H
A
R
D
J
&
T
R
A
C
I
L
H
A
K
A
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
6
9
3
1
7
4
3
9
I
S
L
E
T
O
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
52
5
2
2
1
3
2
0
0
0
5
0
4
0
P
A
U
L
S
&
L
O
R
I
E
A
S
C
H
I
N
D
L
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
9
8
1
7
3
9
6
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$ Page 13
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
52
6
2
2
1
3
2
0
1
0
3
0
1
0
M
I
C
H
A
E
L
G
K
N
U
T
S
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
0
8
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
52
7
2
2
1
3
2
0
1
0
3
0
2
0
G
E
O
R
G
E
J
B
R
U
T
K
O
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
4
1
1
7
4
1
2
I
X
O
N
I
A
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
52
8
2
2
1
3
2
0
1
0
3
0
3
0
R
A
C
H
E
L
M
F
I
T
Z
G
E
R
A
L
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
4
1
1
7
4
1
6
I
X
O
N
I
A
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
52
9
2
2
1
3
2
0
1
0
3
0
4
0
G
A
R
Y
F
&
L
A
U
R
A
J
S
O
P
E
T
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
4
1
1
7
4
2
0
I
X
O
N
I
A
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
53
0
2
2
1
3
2
0
1
0
2
0
8
0
K
I
M
&
M
A
R
Y
E
V
E
R
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
4
1
1
7
4
2
4
I
X
O
N
I
A
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
53
1
2
2
1
3
2
0
1
0
2
0
7
0
T
O
D
T
&
T
H
E
R
E
S
A
A
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
2
8
I
X
O
N
I
A
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
53
2
2
2
1
3
2
0
1
0
2
0
6
0
M
I
C
H
A
E
L
D
A
N
D
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
3
2
I
X
O
N
I
A
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
53
3
2
2
1
3
2
0
1
0
2
0
5
0
B
L
A
Y
N
E
L
E
H
N
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
6
9
7
1
7
4
4
4
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
53
4
2
2
1
3
2
0
1
0
2
0
4
0
D
E
B
R
A
J
E
A
N
O
G
D
E
N
-
K
E
L
L
I
N
G
T
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
6
9
7
1
7
4
5
6
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
53
5
2
2
1
3
2
0
1
0
2
0
3
0
D
I
A
N
E
R
E
A
G
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
6
9
7
1
7
4
6
8
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
53
6
2
2
1
3
2
0
1
0
2
0
2
0
S
A
N
G
N
T
I
E
U
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
8
0
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
53
7
2
2
1
3
2
0
1
0
2
0
1
0
J
O
H
N
&
A
M
Y
W
I
L
K
I
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
6
9
7
1
7
4
9
2
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
53
8
2
2
1
3
2
0
1
0
4
0
2
0
S
H
A
N
N
O
N
J
&
J
E
N
N
I
F
E
R
S
H
I
E
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
5
9
7
6
8
U
P
P
E
R
1
7
3
R
D
C
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
53
9
2
2
1
3
2
0
1
0
4
0
1
0
L
O
R
I
N
M
I
S
L
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
1
7
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
54
0
2
2
1
3
2
0
0
0
6
0
1
0
S
A
M
A
N
T
H
A
R
S
M
I
T
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
2
5
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
54
1
2
2
1
3
2
0
0
0
6
0
2
0
R
O
N
A
L
D
G
&
D
I
A
N
E
M
S
H
U
R
S
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
9
6
1
7
3
4
5
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
54
2
2
2
1
3
2
0
0
0
6
0
3
0
D
O
N
N
A
K
R
A
M
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
6
1
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
54
3
2
2
1
3
2
0
0
0
6
0
4
0
R
O
B
E
R
T
A
&
M
O
L
L
Y
E
Z
I
M
M
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
9
6
1
7
3
8
3
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
54
4
2
2
1
3
2
0
0
0
6
0
5
0
R
I
C
H
A
R
D
J
I
I
I
H
A
W
K
I
N
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
9
5
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
54
5
2
2
1
3
2
0
1
0
4
1
7
0
D
A
N
E
A
B
R
U
B
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
0
9
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
54
6
2
2
1
3
2
0
1
0
4
1
6
0
M
I
G
U
E
L
M
E
D
R
A
N
O
R
O
D
R
I
G
U
E
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
8
5
1
7
4
2
3
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
54
7
2
2
1
3
2
0
1
0
4
1
5
0
I
X
O
N
I
A
R
E
N
T
A
L
L
L
C
P
R
I
O
R
L
A
K
E
M
N
5
5
3
7
2
1
7
4
3
5
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
54
8
2
2
1
3
2
0
1
0
4
1
4
0
T
O
D
D
R
&
L
O
R
I
A
L
A
U
B
I
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
8
5
1
7
4
4
7
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
54
9
2
2
1
3
2
0
1
0
4
1
3
0
N
I
C
K
W
&
S
U
S
A
N
B
H
U
O
N
D
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
2
1
7
4
2
4
I
T
H
A
C
A
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
55
0
2
2
1
3
2
0
1
0
4
1
2
0
D
I
A
N
N
E
E
O
K
O
N
S
K
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
2
1
7
4
0
4
I
T
H
A
C
A
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
55
1
2
2
1
3
2
0
1
0
4
1
1
0
C
Y
N
T
H
I
A
A
T
R
E
M
B
L
A
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
4
2
1
7
3
7
8
I
T
H
A
C
A
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
55
2
2
2
1
3
2
0
1
0
4
1
0
0
P
A
T
R
I
C
K
D
&
B
R
I
A
N
A
K
S
C
H
I
E
B
O
U
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
7
4
I
T
H
A
C
A
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
55
3
2
2
1
3
2
0
1
0
4
0
9
0
J
E
F
F
R
E
Y
J
&
L
I
N
D
A
M
P
E
T
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
4
2
1
7
3
7
0
I
T
H
A
C
A
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
55
4
2
2
1
3
2
0
1
0
4
0
8
0
S
C
O
T
T
J
&
C
A
R
I
N
A
A
S
A
B
E
L
K
O
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
6
6
I
T
H
A
C
A
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
55
5
2
2
1
3
2
0
1
0
4
0
7
0
P
A
U
L
&
A
U
D
R
E
A
F
U
L
L
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
4
2
1
7
3
6
2
I
T
H
A
C
A
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
55
6
2
2
1
3
2
0
1
0
4
0
6
0
M
I
C
H
A
E
L
&
A
M
A
N
D
A
J
R
I
C
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
5
8
I
T
H
A
C
A
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
55
7
2
2
1
3
2
0
1
0
4
0
5
0
S
T
E
V
E
N
&
W
E
N
D
Y
M
A
T
H
E
W
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
4
2
1
7
3
5
4
I
T
H
A
C
A
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
55
8
2
2
1
3
2
0
1
0
4
0
4
0
R
O
G
E
R
J
&
C
A
T
H
E
R
I
N
E
S
P
A
N
D
E
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
1
1
7
3
3
8
I
T
H
A
C
A
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
55
9
2
2
1
3
2
0
1
0
4
0
3
0
B
E
N
J
A
M
I
N
&
M
A
R
I
S
S
A
R
I
N
K
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
3
2
I
T
H
A
C
A
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
56
0
2
2
7
2
6
9
1
0
4
0
1
0
K
I
E
R
A
N
J
O
H
N
H
A
N
N
A
S
C
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
6
6
0
0
1
7
2
4
3
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
56
1
2
2
7
2
6
9
1
0
4
0
2
0
R
O
B
E
R
T
H
&
E
L
E
A
N
O
R
M
M
A
R
T
I
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
2
2
9
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
56
2
2
2
7
2
6
9
1
0
4
0
3
0
M
A
R
K
K
M
O
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
2
1
5
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
56
3
2
2
7
2
6
9
1
0
4
0
4
0
T
E
R
R
Y
E
&
M
I
C
H
E
L
L
E
M
M
I
X
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
4
9
9
8
4
4
1
7
2
N
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
56
4
2
2
7
2
6
9
1
0
4
0
5
0
M
I
C
H
A
E
L
E
S
P
R
A
G
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
4
9
9
8
6
4
1
7
2
N
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
56
5
2
2
7
2
6
9
1
0
4
0
6
0
D
E
N
N
I
S
A
&
C
A
R
O
L
Y
N
J
H
A
I
D
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
4
9
9
8
8
4
1
7
2
N
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$ Page 14
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
56
6
2
2
7
2
6
9
1
0
4
0
7
0
P
A
T
R
I
C
K
T
&
J
A
N
I
C
E
M
B
A
Y
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
4
5
9
9
0
4
1
7
2
N
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
56
7
2
2
7
2
6
9
1
0
4
0
8
0
F
R
A
N
K
M
&
J
O
A
N
N
M
F
I
N
K
E
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
6
4
5
9
9
2
4
1
7
2
N
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
56
8
2
2
7
2
6
9
1
0
4
0
9
0
R
Y
A
N
&
A
N
D
R
E
A
K
I
N
G
S
R
I
T
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
2
4
0
J
A
D
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
56
9
2
2
1
3
2
0
2
0
3
0
1
0
R
O
N
A
L
D
L
&
R
E
B
E
C
C
A
L
N
Y
S
T
U
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
9
5
1
7
2
5
0
J
A
D
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
57
0
2
2
1
3
2
0
2
0
3
0
2
0
J
O
E
L
&
M
I
C
H
E
L
L
E
E
X
L
I
N
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
9
5
1
7
2
7
0
J
A
D
E
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
57
1
2
2
1
3
2
0
2
0
3
0
3
0
R
I
C
H
A
R
D
L
&
J
U
L
I
E
K
S
O
R
E
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
0
5
9
1
7
2
9
0
J
A
D
E
T
E
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
57
2
2
2
1
3
2
0
2
0
3
0
4
0
C
R
A
I
G
R
&
C
A
L
L
I
E
P
B
U
R
R
I
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
1
0
J
A
D
E
T
E
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
57
3
2
2
1
3
2
0
2
0
3
0
5
0
J
O
H
N
K
R
E
D
I
N
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
9
8
1
7
3
3
0
J
A
D
E
T
E
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
57
4
2
2
1
3
2
0
2
0
3
0
6
0
T
I
M
O
T
H
Y
A
N
D
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
5
0
J
A
D
E
T
E
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
57
5
2
2
1
3
2
0
2
0
3
0
7
0
F
R
A
N
K
J
R
&
A
N
N
S
M
Y
S
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
9
8
1
7
3
7
0
J
A
D
E
T
E
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
57
6
2
2
1
3
2
0
2
0
3
0
8
0
M
A
R
V
I
N
&
D
E
B
R
A
B
E
R
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
9
8
1
7
3
9
0
J
A
D
E
T
E
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
57
7
2
2
1
3
2
0
2
0
3
0
9
0
B
R
I
A
N
A
&
J
U
D
Y
L
F
L
U
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
5
6
1
7
4
1
0
J
A
D
E
T
E
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
57
8
2
2
1
3
2
0
2
0
3
1
0
0
B
R
U
C
E
W
&
W
E
N
D
I
M
B
U
R
D
I
C
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
5
6
1
7
4
3
0
J
A
D
E
T
E
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
57
9
2
2
1
3
2
0
2
0
3
1
1
0
J
O
H
N
P
&
A
N
N
E
M
M
A
L
A
H
O
W
S
K
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
5
6
1
7
4
5
0
J
A
D
E
T
E
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
58
0
2
2
1
3
2
0
2
0
3
1
2
0
B
R
I
A
N
S
&
A
N
N
E
M
H
I
P
P
L
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
5
6
1
7
4
6
6
J
A
D
E
T
E
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
58
1
2
2
1
3
2
0
1
0
6
2
2
0
M
I
C
H
A
E
L
K
H
E
I
D
E
M
A
N
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
4
4
1
4
1
7
4
6
9
I
T
H
A
C
A
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
58
2
2
2
1
3
2
0
1
0
6
2
1
0
J
A
C
O
B
H
&
S
H
A
N
N
O
N
L
R
O
S
S
E
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
5
1
I
T
H
A
C
A
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
58
3
2
2
1
3
2
0
1
0
6
2
0
0
G
R
E
G
O
R
Y
P
&
S
U
S
A
N
M
G
A
B
B
E
R
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
3
3
I
T
H
A
C
A
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
58
4
2
2
1
3
2
0
1
0
6
1
9
0
M
A
R
I
A
&
J
O
N
H
P
H
I
L
L
I
P
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
2
1
7
4
1
5
I
T
H
A
C
A
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
58
5
2
2
1
3
2
0
1
0
6
1
8
0
G
E
O
R
G
E
R
K
A
B
E
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
0
1
7
3
9
7
I
T
H
A
C
A
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
58
6
2
2
1
3
2
0
1
0
6
1
7
0
S
C
O
T
T
E
E
N
R
I
G
H
T
M
O
R
R
I
S
T
O
W
N
M
N
5
5
0
5
2
1
7
3
7
9
I
T
H
A
C
A
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
58
7
2
2
1
3
2
0
1
0
6
1
6
0
S
H
A
W
N
&
F
A
I
T
H
D
O
O
N
E
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
0
1
7
3
6
1
I
T
H
A
C
A
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
58
8
2
2
1
3
2
0
1
0
6
1
5
0
P
A
U
L
C
Y
E
N
I
S
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
4
3
I
T
H
A
C
A
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
58
9
2
2
1
3
2
0
1
0
6
1
4
0
D
O
U
G
L
A
S
&
E
L
I
Z
A
B
E
T
H
S
E
U
R
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
1
1
7
3
2
5
I
T
H
A
C
A
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
59
0
2
2
1
3
2
0
1
0
6
1
3
0
L
I
S
A
&
S
H
A
W
N
O
S
I
R
O
T
I
A
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
9
8
4
8
U
P
P
E
R
1
7
3
R
D
C
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
59
1
2
2
1
3
2
0
1
0
6
1
2
0
A
N
D
R
E
W
F
R
E
S
N
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
7
9
8
6
6
U
P
P
E
R
1
7
3
R
D
C
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
59
2
2
2
1
3
2
0
1
0
6
1
1
0
J
O
E
L
K
A
L
A
T
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
7
9
8
7
4
U
P
P
E
R
1
7
3
R
D
C
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
59
3
2
2
1
3
2
0
1
0
6
1
0
0
J
O
S
E
P
H
&
B
A
R
B
A
R
A
A
D
A
M
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
9
8
8
2
U
P
P
E
R
1
7
3
R
D
C
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
59
4
2
2
1
3
2
0
1
0
6
0
9
0
R
A
N
D
E
L
&
L
I
N
D
A
P
R
O
N
S
C
H
I
N
S
K
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
7
9
8
8
5
U
P
P
E
R
1
7
3
R
D
C
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
59
5
2
2
1
3
2
0
1
0
6
0
8
0
B
O
R
I
N
D
A
K
H
A
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
9
8
7
9
U
P
P
E
R
1
7
3
R
D
C
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
59
6
2
2
1
3
2
0
1
0
6
0
7
0
N
I
C
O
L
E
&
B
E
N
J
A
M
I
N
I
S
A
A
C
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
9
8
6
3
U
P
P
E
R
1
7
3
R
D
C
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
59
7
2
2
1
3
2
0
1
0
6
0
6
0
T
R
A
C
E
Y
C
B
A
K
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
9
8
4
9
U
P
P
E
R
1
7
3
R
D
C
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
59
8
2
2
1
3
2
0
1
0
6
0
5
0
T
I
M
O
T
H
Y
R
&
A
N
G
I
E
M
K
O
E
N
I
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
7
9
8
3
3
U
P
P
E
R
1
7
3
R
D
C
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
59
9
2
2
1
3
2
0
1
0
6
0
4
0
C
H
R
I
S
T
O
P
H
E
R
J
G
A
R
T
Z
K
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
7
9
8
1
7
U
P
P
E
R
1
7
3
R
D
C
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
60
0
2
2
1
3
2
0
1
0
6
0
3
0
D
A
V
I
D
V
J
R
J
A
H
N
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
9
7
9
9
U
P
P
E
R
1
7
3
R
D
C
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
60
1
2
2
1
3
2
0
1
0
6
0
2
0
T
E
R
R
Y
L
&
S
H
E
R
I
A
O
L
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
6
9
7
8
5
U
P
P
E
R
1
7
3
R
D
C
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
60
2
2
2
1
3
2
0
1
0
6
0
1
0
M
E
L
I
S
S
A
&
D
A
N
I
E
L
H
O
L
S
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
6
9
7
6
7
U
P
P
E
R
1
7
3
R
D
C
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
60
3
2
2
1
3
2
0
1
0
1
0
1
0
I
S
A
E
L
&
M
A
R
I
T
Z
A
M
O
N
A
R
R
E
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
9
5
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
60
4
2
2
1
3
2
0
2
0
2
0
7
0
R
O
G
E
R
R
J
R
P
I
E
K
A
R
S
K
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
6
9
4
1
7
4
8
5
I
X
O
N
I
A
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
60
5
2
2
1
3
2
0
2
0
2
0
6
0
D
A
K
S
H
A
P
A
T
E
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
6
5
J
A
D
E
T
E
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$ Page 15
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
60
6
2
2
1
3
2
0
2
0
2
0
5
0
J
U
L
I
E
A
N
N
L
A
N
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
4
5
J
A
D
E
T
E
R
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
60
7
2
2
1
3
2
0
2
0
2
0
4
1
J
A
R
E
D
K
R
E
K
E
L
B
E
R
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
9
9
3
2
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
60
8
2
2
1
3
2
0
2
0
2
0
3
1
D
O
N
A
L
D
J
&
J
U
L
I
E
S
M
A
C
R
A
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
0
7
9
9
5
4
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
60
9
2
2
1
3
2
0
2
0
2
0
2
0
P
H
I
L
L
I
P
S
&
C
M
W
O
L
F
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
0
7
9
9
7
6
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
61
0
2
2
1
3
2
0
2
0
2
0
1
0
D
A
V
I
D
H
&
L
I
S
A
E
H
O
R
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
0
7
9
9
9
8
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
61
1
2
2
6
4
1
0
1
0
4
0
8
0
B
R
I
A
N
J
O
S
E
P
H
C
H
R
I
S
T
I
A
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
0
2
0
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
61
2
2
2
6
4
1
0
1
0
4
0
7
0
L
E
S
L
I
E
L
&
P
A
M
E
L
A
L
C
O
M
F
O
R
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
3
1
7
3
3
6
J
A
G
U
A
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
61
3
2
2
6
4
1
0
1
0
4
0
6
0
J
A
M
E
S
M
&
J
U
L
I
E
K
C
A
R
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
3
1
7
3
6
2
J
A
G
U
A
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
61
4
2
2
6
4
1
0
1
0
4
0
5
0
R
O
L
A
N
D
D
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
3
1
7
3
8
8
J
A
G
U
A
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
61
5
2
2
6
4
1
0
1
0
4
0
4
0
B
R
U
C
E
M
&
D
I
A
N
N
E
M
H
A
G
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
3
1
7
4
1
4
J
A
G
U
A
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
61
6
2
2
6
4
1
0
1
0
4
0
3
0
P
A
U
L
E
&
N
I
C
O
L
E
L
S
A
N
T
I
K
K
O
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
4
0
J
A
G
U
A
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
61
7
2
2
6
4
1
0
1
0
4
0
2
0
M
E
L
I
S
S
A
L
S
C
H
M
I
D
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
6
6
J
A
G
U
A
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
61
8
2
2
6
4
1
0
1
0
4
0
1
0
D
E
B
O
R
A
H
L
&
R
I
C
H
A
R
D
R
A
T
T
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
3
1
7
4
9
2
J
A
G
U
A
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
61
9
2
2
6
4
1
0
1
0
3
1
7
0
P
A
U
L
E
&
M
A
R
G
A
R
E
T
A
P
E
C
H
A
C
E
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
4
1
7
4
9
9
J
A
G
U
A
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
62
0
2
2
6
4
1
0
1
0
3
1
6
0
C
L
A
R
A
Z
P
O
R
T
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
4
1
7
4
9
1
J
A
G
U
A
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
62
1
2
2
6
4
1
0
1
0
3
1
5
0
T
E
R
R
I
L
Y
N
N
T
E
C
H
M
C
N
E
A
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
4
1
7
4
8
3
J
A
G
U
A
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
62
2
2
2
6
4
1
0
1
0
3
1
4
0
J
O
S
E
P
H
C
&
A
N
I
T
A
M
B
R
E
N
N
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
4
1
7
4
7
5
J
A
G
U
A
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
62
3
2
2
6
4
1
0
1
0
3
1
3
0
W
I
L
L
I
A
M
J
T
S
T
E
J
A
C
Q
U
E
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
4
1
7
4
6
3
J
A
G
U
A
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
62
4
2
2
6
4
1
0
1
0
3
1
2
0
T
I
M
O
T
H
Y
J
T
U
R
S
I
C
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
4
1
7
4
5
1
J
A
G
U
A
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
62
5
2
2
6
4
1
0
1
0
3
1
1
0
G
E
R
A
L
D
&
S
T
E
P
H
A
N
I
E
D
A
N
E
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
4
1
7
3
9
3
J
A
G
U
A
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
62
6
2
2
6
4
1
0
1
0
3
1
0
0
R
A
N
D
A
L
L
S
&
I
D
O
N
N
A
L
H
A
R
K
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
4
1
7
3
1
1
J
A
G
U
A
R
P
A
T
H
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
62
7
2
2
6
4
1
0
1
0
3
0
9
0
K
A
R
E
N
A
N
N
M
A
R
R
I
N
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
3
1
0
0
6
0
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
62
8
2
2
6
4
1
0
1
0
3
0
8
0
J
O
H
N
M
&
I
R
E
N
E
T
U
S
C
H
N
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
3
1
0
0
7
6
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
62
9
2
2
6
4
1
0
1
0
3
0
7
0
D
E
A
N
A
&
K
R
I
S
T
L
I
L
L
I
E
N
C
R
A
N
T
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
9
1
7
3
1
6
J
A
L
I
S
C
O
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
63
0
2
2
6
4
1
0
1
0
3
0
6
0
F
R
A
N
K
C
H
A
R
L
E
S
I
I
I
L
E
W
I
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
3
2
J
A
L
I
S
C
O
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
63
1
2
2
6
4
1
0
1
0
3
0
5
0
S
I
D
N
E
Y
L
&
N
O
R
A
L
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
9
1
7
3
5
0
J
A
L
I
S
C
O
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
63
2
2
2
6
4
1
0
1
0
3
0
4
0
C
O
L
I
N
M
F
L
E
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
9
1
7
3
7
2
J
A
L
I
S
C
O
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
63
3
2
2
6
4
1
0
1
0
3
0
3
0
C
H
R
I
S
J
&
C
E
L
E
S
T
E
L
M
E
Y
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
9
1
7
3
9
0
J
A
L
I
S
C
O
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
63
4
2
2
6
4
1
0
1
0
3
0
2
0
J
O
N
A
T
H
A
N
M
L
A
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
9
1
7
4
1
2
J
A
L
I
S
C
O
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
63
5
2
2
6
4
1
0
1
0
3
0
1
0
R
O
B
E
R
T
A
&
C
E
L
E
S
T
E
A
R
E
K
I
E
T
A
A
P
P
L
E
V
A
L
L
E
Y
M
N
5
5
1
2
4
1
7
4
2
0
J
A
L
I
S
C
O
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
63
6
2
2
6
4
1
0
0
0
5
0
1
0
P
A
U
L
D
&
J
U
N
E
A
S
C
H
O
E
N
B
A
U
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
4
1
7
4
6
0
J
A
S
M
I
N
E
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
63
7
2
2
6
4
1
0
0
0
5
0
2
0
J
O
H
N
P
L
A
G
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
4
1
7
4
8
0
J
A
S
M
I
N
E
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
63
8
2
2
6
4
1
0
0
0
4
0
5
0
D
A
N
I
E
L
L
E
K
R
U
E
G
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
2
1
7
4
1
0
J
A
S
M
I
N
E
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
63
9
2
2
6
4
1
0
1
0
2
0
1
0
R
O
B
E
R
T
D
L
U
E
H
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
8
1
7
4
1
3
J
A
L
I
S
C
O
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
64
0
2
2
6
4
1
0
1
0
2
0
2
0
J
O
S
H
U
A
J
G
I
L
L
A
N
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
9
1
J
A
L
I
S
C
O
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
64
1
2
2
6
4
1
0
1
0
2
0
3
0
W
P
E
T
E
R
&
K
R
Y
S
T
Y
N
A
V
O
N
H
O
H
E
N
B
E
R
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
1
8
1
7
3
7
3
J
A
L
I
S
C
O
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
64
2
2
2
6
4
1
0
1
0
2
0
4
0
M
A
R
T
I
N
J
O
H
N
A
R
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
5
1
J
A
L
I
S
C
O
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
64
3
2
2
6
4
1
0
1
0
2
0
5
0
A
N
D
R
E
W
S
Z
I
E
H
W
E
I
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
3
3
J
A
L
I
S
C
O
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
64
4
2
2
6
4
1
0
1
0
2
0
6
0
C
H
R
I
S
T
O
P
H
E
R
S
&
J
E
N
N
W
A
L
K
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
1
7
J
A
L
I
S
C
O
L
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
64
5
2
2
6
4
1
0
1
0
2
0
7
0
K
E
V
I
N
C
U
O
N
G
P
H
U
N
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
1
5
6
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$ Page 16
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
64
6
2
2
6
4
1
0
1
0
2
0
8
0
A
L
A
N
M
&
A
N
N
E
K
R
U
K
O
W
S
K
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
5
9
1
0
1
7
8
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
64
7
2
2
6
4
1
0
0
0
4
0
1
0
B
R
I
A
N
P
&
E
D
I
T
H
E
R
I
C
K
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
5
9
1
0
2
0
0
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
64
8
2
2
6
4
1
0
0
0
4
0
2
0
H
O
M
E
S
A
V
I
O
R
S
L
L
C
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
4
0
J
A
S
M
I
N
E
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
64
9
2
2
6
4
1
0
0
0
4
0
3
0
G
R
E
G
O
R
Y
D
H
A
U
X
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
2
1
7
3
6
0
J
A
S
M
I
N
E
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
65
0
2
2
6
4
1
0
0
0
4
0
4
0
T
I
M
O
T
H
Y
B
C
R
A
V
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
2
1
7
3
8
0
J
A
S
M
I
N
E
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
65
1
2
2
6
4
1
0
0
0
3
1
2
0
R
A
N
A
E
D
W
O
L
L
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
3
1
7
4
8
1
J
A
S
M
I
N
E
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
65
2
2
2
6
4
1
0
0
0
3
1
1
0
T
H
O
M
A
S
K
&
N
A
N
C
Y
J
S
K
A
R
O
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
3
1
7
4
5
9
J
A
S
M
I
N
E
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
65
3
2
2
6
4
1
0
0
0
3
1
0
0
S
T
E
V
E
N
H
&
J
A
N
E
M
A
L
P
E
R
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
3
1
7
4
4
3
J
A
S
M
I
N
E
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
65
4
2
2
6
4
1
0
0
0
3
0
9
0
R
A
L
P
H
N
R
I
C
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
3
1
7
4
2
7
J
A
S
M
I
N
E
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
65
5
2
2
6
4
1
0
0
0
3
0
8
0
R
O
N
A
L
D
A
&
D
E
B
R
A
S
W
A
N
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
3
1
7
4
1
5
J
A
S
M
I
N
E
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
65
6
2
2
6
4
1
0
0
0
3
0
7
0
B
A
R
R
Y
&
L
I
N
D
A
H
U
B
B
A
R
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
3
1
7
3
7
1
J
A
S
M
I
N
E
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
65
7
2
2
6
4
1
0
0
0
3
0
6
0
M
A
D
E
L
E
I
N
E
B
U
T
L
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
3
1
7
3
5
3
J
A
S
M
I
N
E
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
65
8
2
2
6
4
1
0
0
0
3
0
5
0
T
H
E
R
E
S
E
Y
V
O
N
N
E
N
E
W
E
L
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
3
1
7
3
2
1
J
A
S
M
I
N
E
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
65
9
2
2
6
4
1
0
0
0
3
0
4
0
M
I
C
H
A
E
L
J
&
T
A
N
Y
A
L
W
E
I
N
M
E
Y
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
1
1
0
2
5
4
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
66
0
2
2
6
4
1
0
0
0
3
0
3
0
B
R
E
N
D
A
N
M
K
E
N
N
E
D
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
2
6
4
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
66
1
2
2
6
4
1
0
0
0
3
0
2
0
F
R
A
N
K
&
G
L
O
R
I
A
C
O
N
L
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
1
1
0
2
8
0
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
66
2
2
2
6
4
1
0
0
0
3
0
1
0
M
I
C
H
A
E
L
T
W
A
L
L
I
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
9
0
4
1
0
2
9
6
1
7
3
R
D
S
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
66
3
2
2
2
7
5
0
0
0
2
0
1
0
R
O
B
E
R
T
L
&
L
I
N
D
A
G
A
N
D
E
R
S
O
N
L
O
S
A
N
G
E
L
E
S
C
A
9
0
0
4
5
1
7
2
9
6
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
66
4
2
2
2
7
5
0
0
0
2
0
2
0
J
A
M
E
S
K
E
N
N
E
T
H
T
S
T
E
H
O
I
N
E
S
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
9
1
7
3
1
6
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
66
5
2
2
2
7
5
0
0
0
2
0
3
0
L
I
N
D
Y
E
I
I
H
O
L
L
I
N
G
S
W
O
R
T
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
9
1
7
3
3
6
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
66
6
2
2
2
7
5
0
0
0
2
0
4
0
L
E
O
N
A
R
D
&
L
U
C
Y
M
A
L
L
E
R
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
9
1
7
3
5
6
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
66
7
2
2
2
7
5
0
0
0
2
0
5
0
G
E
R
A
L
D
&
J
M
C
G
O
W
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
9
1
7
3
7
6
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
66
8
2
2
2
7
5
0
0
0
2
0
6
0
C
O
R
Y
&
H
E
I
D
I
C
H
R
I
S
T
E
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
9
6
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
66
9
2
2
2
7
5
0
0
0
2
0
7
0
D
R
B
#
2
4
L
L
C
S
A
I
N
T
P
A
U
L
M
N
5
5
1
1
6
1
7
4
1
0
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
67
0
2
2
2
7
5
0
0
0
2
0
8
0
D
I
A
N
E
M
Y
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
2
0
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
67
1
2
2
2
7
5
0
0
0
2
0
9
0
B
R
A
D
Y
K
B
U
R
D
I
C
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
3
0
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
67
2
2
2
2
7
5
0
0
0
2
1
0
0
W
A
R
R
E
N
R
R
E
I
S
I
N
G
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
9
1
7
4
5
0
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
67
3
2
2
2
7
5
0
0
0
2
1
1
0
K
E
V
I
N
P
K
E
L
L
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
7
8
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
67
4
2
2
2
7
5
0
0
0
2
1
2
0
I
H
2
P
R
O
P
E
R
T
Y
I
L
L
I
N
O
I
S
L
P
D
A
L
L
A
S
T
X
7
5
2
0
1
1
7
4
7
7
J
A
V
A
C
T
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
67
5
2
2
2
7
5
0
0
0
2
1
3
0
T
I
M
&
S
A
R
A
F
U
H
R
M
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
4
9
J
A
V
A
C
T
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
67
6
2
2
2
7
5
0
0
0
2
1
4
0
M
A
R
I
L
Y
N
A
H
A
Z
E
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
3
5
J
A
V
A
C
T
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
67
7
2
2
2
7
5
0
0
0
2
1
5
0
M
A
R
K
L
E
H
M
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
2
5
J
A
V
A
C
T
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
67
8
2
2
2
7
5
0
0
0
2
1
7
2
D
A
N
I
E
L
A
&
P
A
T
R
I
C
I
A
B
E
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
0
6
1
7
4
1
1
J
A
V
A
C
T
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
67
9
2
2
2
7
5
0
0
0
2
1
8
0
R
I
C
H
A
R
D
F
R
E
D
B
R
A
N
S
T
N
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
0
6
1
7
4
0
0
J
A
V
A
C
T
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
68
0
2
2
2
7
5
0
0
0
2
1
9
0
D
A
V
I
D
T
R
E
N
C
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
0
6
1
7
4
1
2
J
A
V
A
C
T
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
68
1
2
2
2
7
5
0
0
0
2
2
0
0
J
E
A
N
N
E
H
E
A
N
E
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
2
6
J
A
V
A
C
T
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
68
2
2
2
2
7
5
0
0
0
2
2
1
0
J
E
R
E
M
Y
&
J
E
N
N
I
F
E
R
G
A
L
L
E
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
0
6
1
7
4
3
0
J
A
V
A
C
T
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
68
3
2
2
2
7
5
0
0
0
2
2
2
0
R
I
C
K
E
Y
E
R
O
G
E
R
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
0
6
1
7
4
3
8
J
A
V
A
C
T
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
68
4
2
2
2
7
5
0
0
0
2
2
3
0
M
I
C
H
A
E
L
J
&
J
E
A
N
N
E
M
C
K
A
S
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
0
6
1
7
4
4
6
J
A
V
A
C
T
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
68
5
2
2
2
7
5
0
0
0
2
2
4
0
J
E
F
F
R
E
Y
G
&
D
E
B
O
R
A
H
B
E
R
G
E
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
0
6
1
7
4
5
4
J
A
V
A
C
T
N
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$ Page 17
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
68
6
2
2
2
7
5
0
0
0
1
2
0
0
P
A
T
R
I
C
I
A
A
T
S
T
E
S
T
E
R
N
B
E
R
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
6
9
1
7
4
7
7
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
68
7
2
2
2
7
5
0
0
0
1
2
1
0
B
I
S
C
H
O
E
N
P
R
O
P
E
R
T
I
E
S
L
L
C
M
I
N
N
E
A
P
O
L
I
S
M
N
5
5
4
2
3
1
7
4
4
9
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
68
8
2
2
2
7
5
0
0
0
1
2
2
0
I
S
A
A
C
K
R
E
M
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
3
5
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
68
9
2
2
2
7
5
0
0
0
1
2
3
0
R
I
C
H
A
R
D
A
R
E
E
S
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
6
9
1
7
4
2
5
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
69
0
2
2
2
7
5
0
0
0
1
2
4
0
D
U
A
N
E
V
I
N
C
E
N
T
T
S
T
E
G
U
R
N
E
A
U
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
6
9
1
7
4
1
5
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
69
1
2
2
2
7
5
0
0
0
1
2
5
0
S
A
R
A
C
F
R
A
Z
I
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
0
5
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
69
2
2
2
2
7
5
0
0
0
1
2
6
1
R
O
N
A
L
D
&
T
I
N
A
L
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
0
5
1
7
3
9
5
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
69
3
2
2
2
7
5
0
0
0
1
2
7
0
A
N
T
H
O
N
Y
J
&
K
R
I
S
T
A
A
G
A
S
P
A
R
I
N
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
8
5
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
69
4
2
2
2
7
5
0
0
0
1
2
8
2
C
A
R
L
A
J
B
R
O
W
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
0
5
1
7
3
7
5
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
69
5
2
2
2
7
5
0
0
0
1
1
8
1
K
A
T
H
L
E
E
N
E
T
S
T
E
P
A
L
M
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
7
2
1
7
5
0
0
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
69
6
2
2
2
7
5
0
0
0
1
1
6
0
K
R
E
I
G
M
&
S
U
S
A
N
A
T
U
R
N
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
7
1
1
7
4
9
0
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
69
9
2
2
2
7
5
0
0
0
1
1
3
0
G
R
E
G
O
R
Y
L
B
E
R
R
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
7
1
1
7
4
3
0
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
70
0
2
2
2
7
5
0
0
0
1
1
2
0
P
A
U
L
R
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
7
7
1
1
7
4
1
0
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
70
1
2
2
2
7
5
0
0
0
1
1
1
0
B
R
A
D
A
B
R
U
N
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
9
0
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
70
2
2
2
2
7
5
0
0
0
1
1
0
0
M
A
R
Y
J
O
S
C
H
M
I
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
0
4
1
7
3
7
0
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
70
3
2
2
2
7
5
0
0
0
1
0
9
0
J
U
L
E
S
M
&
L
O
R
R
I
E
A
B
O
B
S
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
0
4
1
7
3
5
0
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
70
4
2
2
2
7
5
0
0
0
1
0
8
0
2
0
1
5
-
3
I
H
2
B
O
R
R
O
W
E
R
L
P
D
A
L
L
A
S
T
X
7
5
2
0
1
1
0
4
5
0
1
7
3
R
D
C
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
70
5
2
2
2
7
5
0
0
0
1
0
7
1
R
O
B
E
R
T
M
&
E
L
I
Z
A
B
E
T
H
A
N
G
U
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
4
4
0
1
7
3
R
D
C
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
70
6
2
2
2
7
5
0
0
0
1
0
6
1
S
A
N
D
R
A
D
K
E
L
L
N
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
0
4
3
0
1
7
3
R
D
C
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
70
7
2
2
2
7
5
0
0
0
1
0
5
0
R
O
B
E
R
T
J
O
H
N
T
S
T
E
E
N
E
N
T
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
0
5
1
7
3
5
5
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
70
8
2
2
2
7
5
0
0
0
1
0
4
0
K
E
V
I
N
J
&
J
A
Y
L
E
N
E
K
W
E
A
V
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
0
5
1
7
3
4
5
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
70
9
2
2
2
7
5
0
0
0
1
0
3
1
D
O
N
A
L
D
L
&
B
A
R
B
A
R
A
D
U
R
S
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
0
5
1
7
3
2
5
J
E
R
S
E
Y
W
A
Y
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
71
0
2
2
6
4
1
0
0
0
1
0
4
0
R
O
B
E
R
T
&
J
E
S
S
I
C
A
M
W
O
R
M
L
E
Y
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
2
8
5
J
A
S
P
E
R
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
71
1
2
2
6
4
1
0
0
0
1
0
3
0
J
O
H
N
&
C
Y
N
T
H
I
A
H
U
N
T
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
8
1
7
2
7
5
J
A
S
P
E
R
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
71
2
2
2
6
4
1
0
0
0
1
0
2
0
K
A
R
L
R
&
V
I
C
K
I
E
L
T
S
D
R
O
T
N
I
N
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
2
6
5
J
A
S
P
E
R
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
71
3
2
2
6
4
1
0
0
0
1
0
1
0
D
O
U
G
L
A
S
A
&
L
I
N
D
A
K
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
2
5
5
J
A
S
P
E
R
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
71
4
2
2
1
1
8
5
0
0
0
1
2
0
J
A
M
E
S
J
V
E
S
C
H
U
S
I
O
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
3
7
1
7
4
2
5
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
71
5
2
2
1
1
8
5
0
0
0
1
3
1
J
E
F
F
R
E
Y
S
T
E
I
N
M
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
4
0
1
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
71
6
2
2
1
1
8
5
0
0
0
1
2
7
G
A
R
Y
A
L
L
A
N
J
A
E
G
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
3
7
1
7
3
8
3
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
71
7
2
2
1
1
8
5
0
0
0
1
2
2
C
L
A
U
D
E
&
J
E
A
N
B
E
U
M
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
3
5
3
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
71
8
2
2
1
1
8
5
0
0
0
1
3
3
D
A
N
I
E
L
H
&
M
I
C
H
O
N
M
S
T
A
R
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
3
7
1
7
2
9
9
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
71
9
2
2
2
7
5
0
0
0
1
0
1
2
R
O
B
E
R
T
J
&
L
Y
N
D
A
S
N
E
H
L
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
8
7
6
1
1
0
4
1
0
1
7
3
R
D
C
T
W
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
72
0
2
2
4
7
0
0
0
0
2
0
3
0
G
R
E
G
O
R
Y
A
&
C
A
R
O
L
Y
N
T
A
N
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
6
8
1
7
2
3
5
J
A
S
P
E
R
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
72
1
2
2
4
7
0
0
0
0
2
0
2
0
L
Y
N
N
E
T
T
T
E
M
P
A
S
K
E
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
9
0
1
7
1
8
5
J
A
S
P
E
R
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
72
2
2
2
4
7
0
0
0
0
2
0
1
1
J
A
S
O
N
R
W
O
O
D
M
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
4
5
J
A
S
P
E
R
T
R
L
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
72
3
2
2
7
6
6
2
0
0
5
0
1
0
M
A
R
K
B
&
C
Y
N
T
H
I
A
K
S
W
E
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
7
5
1
7
1
5
3
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
72
4
2
2
7
6
6
2
0
0
5
0
2
0
T
H
O
M
A
S
H
&
D
I
A
N
E
A
B
E
R
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
7
5
1
7
1
5
1
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
72
5
2
2
7
6
6
2
0
0
5
0
3
0
D
A
V
I
D
R
&
M
A
R
I
L
Y
N
J
H
A
L
V
O
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
7
5
1
7
1
4
9
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
72
6
2
2
7
6
6
2
0
0
5
0
4
0
L
U
V
E
R
N
E
D
&
J
O
M
A
R
I
E
S
W
E
E
P
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
7
5
1
7
1
4
7
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
72
7
2
2
7
6
6
2
0
0
5
0
5
0
P
E
T
E
R
J
&
K
R
I
S
T
I
N
E
M
K
A
C
M
A
R
Y
N
S
K
I
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
7
5
1
7
1
4
3
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$ Page 18
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
72
8
2
2
7
6
6
2
0
0
5
0
6
0
K
E
V
I
N
M
&
J
U
L
I
A
D
H
U
R
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
7
5
1
7
1
4
1
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
72
9
2
2
7
6
6
2
0
0
5
0
7
0
S
H
A
N
E
M
&
S
T
A
C
E
Y
L
K
L
O
T
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
7
5
1
7
1
3
9
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
73
0
2
2
7
6
6
2
0
0
5
0
8
0
B
R
A
D
L
E
Y
Q
U
I
S
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
7
5
1
7
1
3
7
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
73
1
2
2
7
6
6
2
0
0
5
0
9
0
C
A
R
R
I
E
&
N
I
C
H
O
L
A
S
P
E
R
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
3
5
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
73
2
2
2
7
6
6
2
0
0
5
1
0
0
L
A
R
A
L
E
N
G
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
3
3
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
73
3
2
2
7
6
6
2
0
0
5
1
1
0
M
I
C
H
E
L
&
A
M
Y
C
D
A
L
A
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
4
9
1
7
1
3
4
J
E
F
F
E
R
S
O
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
73
4
2
2
7
6
6
2
0
0
5
1
2
0
L
U
C
A
S
C
&
E
L
I
Z
A
B
E
T
H
T
E
S
H
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
4
9
1
7
1
5
2
J
E
F
F
E
R
S
O
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
73
5
2
2
7
6
6
2
0
0
4
0
1
0
R
A
N
D
A
L
L
J
&
K
A
T
H
R
Y
N
K
A
S
T
B
E
R
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
4
9
J
E
F
F
E
R
S
O
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
73
6
2
2
7
6
6
2
0
0
4
0
2
0
S
T
A
N
L
E
Y
&
L
I
S
A
J
M
A
T
T
H
E
W
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
0
1
7
1
4
5
J
E
F
F
E
R
S
O
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
73
7
2
2
7
6
6
2
0
0
4
0
3
0
J
A
M
E
S
J
&
S
H
E
R
R
Y
K
C
R
O
C
C
O
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
0
1
7
1
4
1
J
E
F
F
E
R
S
O
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
73
8
2
2
7
6
6
2
0
0
4
0
4
0
S
C
O
T
T
A
&
M
A
R
I
E
E
B
L
A
I
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
0
1
7
1
4
4
J
E
F
F
E
R
S
O
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
73
9
2
2
7
6
6
2
0
0
4
0
5
0
D
A
V
I
D
R
&
K
A
T
H
L
E
E
N
A
B
O
L
L
I
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
0
1
7
1
4
8
J
E
F
F
E
R
S
O
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
74
0
2
2
7
6
6
2
0
0
4
0
6
0
C
A
R
L
O
S
E
&
K
E
L
L
Y
J
R
O
M
O
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
5
2
J
E
F
F
E
R
S
O
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
74
1
2
2
7
6
6
2
0
0
4
0
7
0
L
E
E
M
S
E
T
T
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
0
1
7
1
5
6
J
E
F
F
E
R
S
O
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
74
2
2
2
7
6
6
2
0
0
3
0
1
0
J
U
L
I
E
L
B
E
R
G
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
0
1
7
1
6
0
J
E
F
F
E
R
S
O
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
74
3
2
2
7
6
6
2
0
0
3
0
2
0
J
O
S
E
P
H
&
E
M
I
L
Y
K
R
O
L
A
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
0
1
7
1
6
4
J
E
F
F
E
R
S
O
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
74
4
2
2
7
6
6
2
0
0
3
0
3
0
M
A
R
K
C
&
M
A
R
Y
J
E
A
N
R
I
S
H
O
V
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
0
1
7
1
6
8
J
E
F
F
E
R
S
O
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
74
5
2
2
7
6
6
2
0
0
3
0
4
0
M
A
R
Y
J
H
E
R
M
A
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
7
2
J
E
F
F
E
R
S
O
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
74
6
2
2
7
6
6
2
0
0
3
0
5
0
M
I
T
C
H
E
L
L
J
&
S
T
A
C
Y
R
B
E
R
T
R
A
N
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
0
1
7
1
7
6
J
E
F
F
E
R
S
O
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
74
7
2
2
7
6
6
2
0
0
3
0
6
0
G
R
E
G
O
R
Y
&
A
M
Y
S
A
N
D
E
R
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
0
1
7
1
7
7
J
E
F
F
E
R
S
O
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
74
8
2
2
7
6
6
2
0
0
3
0
7
0
J
O
S
U
E
J
T
S
T
E
C
A
S
T
I
L
L
O
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
0
1
7
1
7
3
J
E
F
F
E
R
S
O
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
74
9
2
2
7
6
6
2
0
0
3
0
8
0
J
A
S
O
N
&
S
H
E
L
L
E
Y
J
A
N
E
T
Z
K
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
0
1
7
1
6
9
J
E
F
F
E
R
S
O
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
75
0
2
2
7
6
6
2
0
0
3
0
9
0
R
O
B
E
R
T
J
&
K
A
Y
M
N
E
G
R
E
T
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
6
5
J
E
F
F
E
R
S
O
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
75
1
2
2
7
6
6
2
0
0
3
1
0
0
D
E
B
O
R
A
H
A
W
I
L
L
E
F
O
R
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
0
1
7
1
6
1
J
E
F
F
E
R
S
O
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
75
2
2
2
7
6
6
2
0
0
3
1
1
0
E
D
W
I
N
&
K
A
R
E
N
L
O
R
T
I
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
4
9
1
7
1
3
9
J
E
F
F
E
R
S
O
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
75
3
2
2
7
6
6
2
0
0
3
1
2
0
J
E
R
E
M
Y
C
&
L
I
S
A
M
H
O
L
I
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
4
9
1
7
1
3
5
J
E
F
F
E
R
S
O
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
75
4
2
2
7
6
6
2
0
0
3
1
3
0
D
E
S
I
R
E
E
H
O
F
S
C
H
U
L
T
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
3
1
J
E
F
F
E
R
S
O
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
75
5
2
2
7
6
6
2
0
0
3
1
4
0
R
O
N
G
Z
H
O
N
G
G
U
O
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
2
9
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
75
6
2
2
7
6
6
2
0
0
3
1
5
0
L
Y
L
E
V
&
R
O
X
A
N
N
E
M
A
L
E
X
A
N
D
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
7
5
1
7
1
2
7
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
75
7
2
2
7
6
6
2
0
0
3
1
6
0
G
A
R
Y
&
S
H
A
R
O
N
V
E
C
H
I
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
4
1
7
1
2
2
J
O
N
A
T
H
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
75
8
2
2
7
6
6
2
0
0
3
1
7
0
P
A
T
I
E
N
C
E
M
B
O
N
I
F
O
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
2
6
J
O
N
A
T
H
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
75
9
2
2
7
6
6
2
0
0
3
1
8
0
B
O
N
N
I
E
K
T
S
T
E
E
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
3
0
J
O
N
A
T
H
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
76
0
2
2
7
6
6
2
0
0
3
1
9
0
M
I
C
H
A
E
L
L
T
S
T
E
&
M
A
R
A
T
T
E
M
A
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
4
1
7
1
3
4
J
O
N
A
T
H
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
76
1
2
2
7
6
6
2
0
0
3
2
0
0
D
A
N
I
E
L
P
&
K
I
M
B
E
R
L
Y
E
L
L
I
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
4
1
7
1
3
8
J
O
N
A
T
H
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
76
2
2
2
7
6
6
2
0
0
3
2
1
0
N
A
T
H
A
N
D
&
J
A
N
E
A
R
O
W
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
3
9
J
O
N
A
T
H
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
76
3
2
2
7
6
6
2
0
0
3
2
2
0
H
O
A
T
N
G
U
Y
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
4
1
7
1
3
5
J
O
N
A
T
H
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
76
4
2
2
7
6
6
2
0
0
3
2
3
0
R
I
C
H
A
R
D
C
&
S
H
E
R
I
L
G
I
N
D
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
3
1
J
O
N
A
T
H
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
76
5
2
2
7
6
6
2
0
0
3
2
4
0
R
A
N
D
A
L
L
L
I
E
T
Z
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
4
1
7
1
2
7
J
O
N
A
T
H
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
76
6
2
2
7
6
6
2
0
0
3
2
5
0
B
R
U
C
E
&
C
A
R
O
L
F
I
L
L
M
O
R
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
7
5
4
1
7
1
2
3
J
O
N
A
T
H
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
76
7
2
2
7
6
6
0
0
0
3
0
3
0
C
H
A
R
L
E
N
E
K
R
U
S
N
A
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
7
5
1
7
1
2
1
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$ Page 19
20
1
7
S
t
r
e
e
t
R
e
c
o
n
s
t
r
u
c
t
i
o
n
P
r
o
j
e
c
t
Date:8/31/2016
17
-
0
2
Revised:10/4/2016
Si
n
g
l
e
F
a
m
i
l
y
U
n
i
t
A
s
s
e
s
s
m
e
n
t
R
a
t
e
$
4
,
5
0
6
.
6
6
MA
P
I
D
P
I
N
F
E
E
O
W
N
E
R
C
I
T
Y
/
S
T
A
T
E
Z
I
P
C
O
D
E
PR
O
P
E
R
T
Y
NU
M
B
E
R
PR
O
P
E
R
T
Y
ST
R
E
E
T
US
E
DE
S
C
R
I
P
T
I
O
N
SF
R
E
S
.
EQ
U
I
V
.
UN
I
T
S
UNIT
AS
S
E
S
S
M
E
N
T
RATEPROPOSED ASSESSMENT
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Ci
t
y
N
a
m
e
P
r
o
j
e
c
t
:
Pr
o
j
e
c
t
N
o
.
:
16
7
t
h
S
t
r
e
e
t
W
e
s
t
,
K
e
n
t
u
c
k
y
A
v
e
n
u
e
,
1
6
6
t
h
S
t
r
e
e
t
W
e
s
t
,
J
o
p
l
i
n
P
a
t
h
,
J
o
n
q
u
i
l
A
v
e
n
u
e
,
J
e
r
s
e
y
A
v
e
n
u
e
,
J
e
r
s
e
y
C
o
u
r
t
,
J
a
v
e
l
i
n
A
v
e
n
u
e
,
J
a
v
e
l
i
n
C
o
u
r
t
,
J
a
c
a
r
a
n
d
a
Wa
y
,
J
a
c
a
n
a
C
o
u
r
t
,
J
o
n
r
a
y
C
o
u
r
t
,
J
o
p
l
i
n
W
a
y
,
J
o
n
q
u
i
l
T
r
a
i
l
,
1
6
9
t
h
S
t
r
e
e
t
W
e
s
t
,
J
a
s
p
e
r
P
a
t
h
,
J
a
s
p
e
r
C
i
r
c
l
e
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
W
e
s
t
,
J
a
l
i
s
c
o
T
e
r
r
a
c
e
E
a
s
t
,
J
o
r
d
a
n
Co
u
r
t
,
J
o
p
l
i
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
A
v
e
n
u
e
,
J
e
f
f
e
r
s
o
n
C
o
u
r
t
,
J
a
y
b
e
l
l
C
o
u
r
t
,
J
a
s
p
e
r
L
a
n
e
,
J
a
s
p
e
r
T
r
a
i
l
,
J
a
s
p
e
r
C
o
u
r
t
,
1
7
3
r
d
C
o
u
r
t
W
e
s
t
,
J
e
r
s
e
y
W
a
y
,
J
a
v
a
C
o
u
r
t
No
r
t
h
,
J
a
s
m
i
n
e
A
v
e
n
u
e
,
1
7
3
r
d
S
t
r
e
e
t
W
e
s
t
,
J
a
l
i
s
c
o
L
a
n
e
,
J
a
g
u
a
r
P
a
t
h
,
J
a
d
e
T
e
r
r
a
c
e
,
J
a
d
e
C
o
u
r
t
,
I
t
h
a
c
a
L
a
n
e
,
I
x
o
n
i
a
P
a
t
h
,
I
x
o
n
i
a
C
o
u
r
t
,
I
s
l
e
t
o
n
A
v
e
n
u
e
,
I
t
h
a
c
a
76
8
2
2
7
6
6
0
0
0
3
0
2
0
K
E
V
I
N
A
&
D
A
W
N
A
M
A
N
I
A
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
7
5
1
7
1
1
1
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
76
9
2
2
7
6
6
0
0
0
3
0
1
0
K
E
I
T
H
G
J
R
C
O
O
P
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
1
7
5
1
7
1
0
1
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
77
0
2
2
6
4
6
0
3
0
3
0
9
0
T
E
R
R
Y
W
B
E
S
T
E
R
F
E
L
D
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
3
3
1
7
0
9
1
J
O
N
Q
U
I
L
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
77
1
2
2
6
4
6
0
3
0
3
0
8
0
J
O
S
H
U
A
J
G
I
E
S
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
8
1
7
1
2
0
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
77
2
2
2
6
4
6
0
3
0
3
0
7
0
T
H
O
M
A
S
W
W
A
L
T
M
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
8
1
7
1
3
0
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
77
3
2
2
6
4
6
0
3
0
3
0
6
0
T
A
M
M
Y
M
&
J
A
M
E
S
M
K
R
O
E
T
E
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
5
1
7
1
5
8
J
O
P
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
77
4
2
2
6
4
6
0
3
0
3
0
5
0
S
H
E
R
R
I
E
A
S
R
O
C
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
5
1
7
1
7
2
J
O
P
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
77
5
2
2
6
4
6
0
3
0
3
0
4
0
C
H
E
R
Y
L
A
T
A
Y
L
O
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
5
1
7
1
8
6
J
O
P
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
77
6
2
2
6
4
6
0
3
0
3
0
3
0
R
O
B
E
R
T
H
E
L
F
E
R
I
N
G
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
2
0
4
J
O
P
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
77
7
2
2
6
4
6
0
3
0
3
0
2
0
G
A
R
Y
A
R
O
T
H
M
A
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
5
1
7
2
2
0
J
O
P
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
77
8
2
2
6
4
6
0
3
0
3
0
1
0
K
E
N
N
E
T
H
&
R
E
B
E
C
C
A
S
W
A
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
5
1
7
2
3
4
J
O
P
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
77
9
2
2
6
4
6
0
3
0
2
3
3
0
C
O
L
L
E
E
N
K
A
Y
E
L
K
I
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
2
3
1
J
O
P
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
78
0
2
2
6
4
6
0
3
0
2
3
2
0
B
E
T
H
A
N
Y
L
&
D
E
A
N
A
D
R
E
N
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
5
1
7
2
1
5
J
O
P
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
78
1
2
2
6
4
6
0
3
0
2
3
1
0
K
E
I
T
H
L
&
J
E
S
S
I
C
A
R
J
O
H
N
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
9
7
J
O
P
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
78
2
2
2
6
4
6
0
3
0
2
3
0
0
J
A
M
E
S
B
I
G
A
L
K
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
5
1
7
1
7
9
J
O
P
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
78
3
2
2
6
4
6
0
3
0
2
2
9
0
C
A
R
L
A
M
M
C
Q
U
A
I
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
4
7
5
1
7
1
6
3
J
O
P
L
I
N
A
V
E
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
78
4
2
2
6
4
6
0
3
0
2
2
8
0
J
O
N
H
&
M
A
R
L
E
N
E
A
D
A
V
I
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
9
1
1
7
1
7
0
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
78
5
2
2
6
4
6
0
3
0
2
2
7
0
D
A
V
I
D
G
&
C
Y
N
T
H
I
A
P
W
I
L
L
I
A
M
S
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
9
1
1
7
1
8
0
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
78
6
2
2
6
4
6
0
3
0
2
2
6
0
D
A
L
E
W
B
A
B
I
T
Z
K
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
9
1
1
7
1
9
0
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
78
7
2
2
6
4
6
0
3
0
2
2
5
0
C
O
R
Y
L
Y
L
E
&
J
O
L
E
N
E
C
B
R
O
N
E
B
R
A
K
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
7
6
9
1
1
7
2
0
0
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
78
8
2
2
6
4
6
0
3
0
2
2
4
0
J
E
S
S
E
J
&
K
R
I
S
T
E
N
L
M
C
B
R
I
D
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
3
1
1
7
1
9
9
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
78
9
2
2
6
4
6
0
3
0
2
2
3
0
K
E
L
L
Y
S
T
A
E
L
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
9
3
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
79
0
2
2
6
4
6
0
3
0
2
2
2
0
N
A
T
H
A
N
A
&
S
H
A
W
N
N
O
N
D
R
I
C
E
K
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
8
7
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
79
1
2
2
6
4
6
0
3
0
2
2
1
0
W
I
L
L
I
A
M
C
J
R
&
J
U
L
I
E
K
L
E
I
N
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
3
1
1
7
1
8
3
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
79
2
2
2
6
4
6
0
3
0
2
2
0
0
R
O
N
A
L
D
W
&
S
A
N
D
R
A
J
S
A
N
D
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
3
1
1
7
1
8
1
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
79
3
2
2
6
4
6
0
3
0
2
1
9
0
S
U
Z
A
N
N
E
M
B
L
I
L
I
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
3
1
1
7
1
7
9
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
79
4
2
2
6
4
6
0
3
0
2
1
8
0
D
A
N
I
E
L
S
&
C
O
L
L
E
E
N
M
T
H
O
M
P
S
O
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
3
1
1
7
1
7
5
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
79
5
2
2
6
4
6
0
3
0
2
1
7
0
N
I
C
H
O
L
A
S
B
C
L
E
M
E
N
C
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
6
9
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
79
6
2
2
6
4
6
0
3
0
2
1
6
0
C
H
E
R
Y
L
J
E
A
N
A
U
S
T
I
N
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
3
1
1
7
1
6
1
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
79
7
2
2
6
4
6
0
3
0
2
1
5
0
C
H
R
I
S
T
O
P
H
E
R
M
S
C
H
M
I
T
T
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
1
7
1
5
3
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
79
8
2
2
6
4
6
0
3
0
2
1
4
0
V
I
C
T
O
R
I
A
R
A
N
D
E
R
S
O
N
-
D
O
D
G
E
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
3
1
1
7
1
3
5
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
79
9
2
2
6
4
6
0
3
0
2
1
3
0
M
I
C
H
A
E
L
D
&
L
U
A
N
N
S
M
E
S
S
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
9
1
7
1
2
5
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
80
0
2
2
6
4
6
0
3
0
2
1
2
0
T
R
A
V
I
S
J
R
A
G
E
R
L
A
K
E
V
I
L
L
E
M
N
5
5
0
4
4
-
9
5
7
9
1
7
1
1
3
J
O
R
D
A
N
C
T
1
4
,
5
0
6
.
6
6
$
4
,
5
0
6
.
6
6
$
80
9
3
,
6
4
5
,
8
9
0
.
0
4
$ Page 20
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130
APPENDIX D
Geotechnical Report
Table of Contents
Description Page
A. Introduction......................................................................................................................................1
A.1. Project Description..............................................................................................................1
A.2. Purpose................................................................................................................................1
A.3. Background Information and Reference Documents..........................................................1
A.4. Project Area Conditions.......................................................................................................1
A.5. Scope of Services.................................................................................................................2
B. Results..............................................................................................................................................2
B.1. Exploration Logs..................................................................................................................2
B.1.a. Log of Boring Sheets...............................................................................................2
B.1.b. Geologic Origins .....................................................................................................3
B.2. Geologic Profile...................................................................................................................3
B.2.a. Geologic Materials .................................................................................................3
B.2.b. Groundwater..........................................................................................................5
B.3. Laboratory Test Results.......................................................................................................5
C. Basis for Recommendations.............................................................................................................7
C.1. Design Details......................................................................................................................7
C.1.a. Traffic Loads...........................................................................................................7
C.1.b. Anticipated Grade Changes....................................................................................7
C.1.c. Precautions Regarding Changed Information........................................................7
C.2. Design and Construction Considerations............................................................................7
C.2.a. Pavement Subgrades and Drainage.......................................................................7
C.2.b. Pavement Reclamation/Re-Use.............................................................................8
C.2.c. Utilities...................................................................................................................8
D. Recommendations ...........................................................................................................................9
D.1. Pavements...........................................................................................................................9
D.1.a. Subgrade Preparation and Proofrolls.....................................................................9
D.1.b. Backfill and Material Compaction..........................................................................9
D.1.c. Design Sections ....................................................................................................10
D.1.d. Pavement Materials and Compaction..................................................................11
D.2. Utilities ..............................................................................................................................11
D.2.a. Utility Subgrades..................................................................................................11
D.2.b. Excavation Side Slopes.........................................................................................11
D.2.c. Selection, Placement and Compaction of Backfill................................................11
D.2.d. Excavation Dewatering.........................................................................................12
D.2.e. Corrosion Potential ..............................................................................................12
Table of Contents (continued)
Description Page
D.3. Construction Quality Control ............................................................................................12
D.3.a. Excavation Observations......................................................................................12
D.3.b. Materials Testing..................................................................................................12
D.3.c. Pavement Subgrade Proofroll..............................................................................13
D.3.d. Cold Weather Precautions ...................................................................................13
E. Procedures......................................................................................................................................13
E.1. Standard Penetration Test Borings...................................................................................13
E.2. Material Classification and Testing ...................................................................................13
E.2.a. Visual and Manual Classification..........................................................................13
E.2.b. Laboratory Testing ...............................................................................................13
E.3. Groundwater Measurements............................................................................................14
F. Qualifications..................................................................................................................................14
F.1. Variations in Subsurface Conditions..................................................................................14
F.1.a. Material Strata .....................................................................................................14
F.1.b. Groundwater Levels.............................................................................................14
F.2. Continuity of Professional Responsibility..........................................................................14
F.2.a. Plan Review..........................................................................................................14
F.2.b. Construction Observations and Testing...............................................................15
F.3. Use of Report.....................................................................................................................15
F.4. Standard of Care................................................................................................................15
Appendix
Boring Location Sketch
Log of Boring Sheets (ST-01 through ST-23, ST-61 through ST-83)
Descriptive Terminology
A.Introduction
A.1.Project Description
This Geotechnical Evaluation Report addresses the proposed 2017 Street Improvements in Lakeville,
Minnesota. The approximate location can be seen on the Boring Location Sketch in the Appendix of the
report. The scope of the project includes reclamation of existing pavement, installation of new curb and
gutter, storm sewer improvements, and new surfacing.
A.2.Purpose
The purpose of this geotechnical evaluation was to characterize subsurface geologic conditions at
selected exploration locations and evaluate their impact on the design and construction of the proposed
2017 Street Reconstruction Project in the City of Lakeville.
A.3.Background Information and Reference Documents
To facilitate our evaluation, we were provided with or reviewed the following information or
documents:
A base map of the project area provided by the City of Lakeville that included boring
locations and proposed penetration depths.
Geologic Atlas of Dakota County available from the Minnesota Geological Survey.
Traffic data from the Minnesota Department of Transportation (MnDOT) Traffic Forecasting
and Analysis and the State Aid Segment Reports.
A.4.Project Area Conditions
The project area consists of residential streets. Terrain is generally rolling hills. Our referenced
documents and past project experience in the general area indicate that the site is underlain with mixed
glacial till and outwash.
A single traffic count was available from MnDOT for the area, which indicated an annual average daily
traffic (AADT) of 850 for 167th Street in 2011.
City of Lakeville
Project B14-07785
October 4, 2016
Page 2
A.5.Scope of Services
Our scope of services for this project was originally submitted as a Proposal to Ms. Monica Heil of the
City of Lakeville, for which we later received signed authorization to proceed. Tasks performed in
accordance with our authorized scope of services included:
Staking and clearing exploration locations of underground utilities.
Performing 23 standard penetration test borings to 5 feet below the existing street surfaces,
and 23 standard penetration test borings to 10 feet below the existing street surfaces.
Obtaining bulk samples of the geologic materials encountered at probable utility elevations
in order to obtain material for corrosivity testing, and performing laboratory tests on these
samples.
Performing laboratory moisture content tests, mechanical analyses (#200 sieve only), and
corrosivity tests on selected samples.
Preparing this report containing a CAD sketch, exploration logs, a summary of the geologic
materials encountered, results of laboratory tests, and recommendations for subgrade
preparation, pavement design and utility placement.
Exploration locations and surface elevations at the exploration locations were determined using GPS
technology that utilizes MnDOT’s permanent GPS Virtual Reference Network (VRN).
Our scope of services was performed under the terms of our September 1, 2013, General Conditions.
B.Results
B.1.Exploration Logs
B.1.a.Log of Boring Sheets
Log of Boring sheets for our standard penetration test borings are included in the Appendix. The logs
identify and describe the geologic materials that were penetrated and present the results of
groundwater measurements where encountered.
Strata boundaries were inferred from changes in the penetration test samples and the auger cuttings.
Because sampling was not performed continuously, the strata boundary depths are only approximate.
City of Lakeville
Project B14-07785
October 4, 2016
Page 3
The boundary depths likely vary away from the boring locations, and the boundaries themselves may
also occur as gradual rather than abrupt transitions.
B.1.b.Geologic Origins
Geologic origins assigned to the materials shown on the logs and referenced within this report were
based on: (1) a review of the background information and reference documents cited above, (2) visual
classification of the various geologic material samples retrieved during the course of our subsurface
exploration, (3) penetration resistance and other in-situ testing performed for the project, (4) laboratory
test results, and (5) available common knowledge of the geologic processes and environments that have
impacted the site and surrounding area in the past.
B.2.Geologic Profile
B.2.a.Geologic Materials
The general geologic profile at the site consists (proceeding down from the ground surface) of
bituminous pavement; aggregate base; fill consisting of poorly graded sand with silt, sandy lean clay,
and silty sand; and sandy glacial outwash soils. Some glacial till was also be present at depth, particularly
near the southern portion of the project area.
Tables 1 and 2 contain summaries of the pavement thicknesses and general subsurface conditions (soil
types) encountered in each 5- and 10-foot boring.
Table 1. Pavement Thickness and Subgrade Soil Type Summary (5-Foot Borings)
Boring
Pavement Thicknesses
(in.)Subsurface Soil
Classification(s)Bituminous Aggregate Base* Total
ST-01 6 12 18 SP-SM, CL
ST-02 5 ½ 13 18 ½SM, CL, ML
ST-03 5 ½ 6 11 ½CL
ST-04 4 6 10 SP-SM, CL, SM
ST-05 5 ½ 6 11 ½CL
ST-06 5¾ 5 10 ¾SM
ST-07 4 ½ 6 10 ½CL, SM
ST-08 5 7 12 SM, SP-SM
ST-09 4 ½ 7 ½12 SP-SM, CL, SM
ST-10 4 ½ 4 8 ½SP-SM, CL, SM
ST-11 5 ½ 1 ½7 SM, ML, SP-SM
ST-12 3 ½ 9 12 ½CL, SM
ST-13 4 ½ 13 17 ½SM
ST-14 3 ¼ 9 12 ¼SM
City of Lakeville
Project B14-07785
October 4, 2016
Page 4
Boring
Pavement Thicknesses
(in.)Subsurface Soil
Classification(s)Bituminous Aggregate Base* Total
ST-15 3 4 7 SP-SM, CL, SM
ST-16 3 ¾ 8 11 ¾SM
ST-17 4 ½ 3 7 ½SM, CL
ST-18 3 ½ 8 11 ½SM
ST-19 3 ½ 5 8 ½CL, SM
ST-20 3 12 15 SM
ST-21 3 ½ 6 9 ½SM
ST-22 2 ¾ 7 9 ¾SM
ST-23 --- ------SM
Average 4.3 7.2 11.5
*“Aggregate base” was identified in the field during drilling. Laboratory tests were not performed to verify a specific aggregate
base classification.
Table 2. Pavement Thickness and Subgrade Soil Type Summary (10-Foot Borings)
Boring
Pavement Thicknesses
(in.)Subsurface Soil
Classification(s)Bituminous Aggregate Base* Total
ST-61 2 ¼ 2 4 ¼CL, SP-SM
ST-62 3 ¼ 8 ½11 ¾SM
ST-63 3 ½ 5 8 ½SM
ST-64 3 ¾ 10 13 ¾SM, ML
ST-65 4 6 10 CL, SM
ST-66 4 ½ 11 15 ½SM
ST-67 3 5 8 SM, CL
ST-68 3 ½ 4 7 ½CL, SM
ST-69 3 12 15 SM, SP-SM
ST-70 3 ¾ 7 10 ¾SM
ST-71 5 ¼ 4 ½9 ¾CL, SM
ST-72 5 7 12 CL
ST-73 4 13 ½17 ½SM, CL
ST-74 --- ------SM
ST-75 3 ¼ 6 9 ¼CL
ST-76 3 ½ 6 9 ½CL, SM
ST-77 4 6 ½10 ½SM, CL
ST-78 6 2 ½8 ½SP-SM, SM
ST-79 5 6 11 SP-SM
ST-80 3 ½ 6 ½10 SM
ST-81 4 ½ 6 ½11 SP-SM, SM, ML
ST-82 7 ½ 7 ½15 SP-SM, CL
ST-83 5 9 14 SP-SM, CL
City of Lakeville
Project B14-07785
October 4, 2016
Page 5
Boring
Pavement Thicknesses
(in.)Subsurface Soil
Classification(s)Bituminous Aggregate Base* Total
Average 4.1 6.9 11.0
*“Aggregate base” was identified in the field during drilling. Laboratory tests were not performed to verify a specific aggregate
base classification.
Penetration resistance data is summarized in Table 3, with comments to qualify the significance of
penetration test results.
Table 3. Penetration Resistance Data
Geologic Material
Soil
Classification(s)
Represented
Range of Penetration
Resistances
(BPF)* Comments
Fill (granular soils) SP, SP-SM, SM 6 to 52 Variable -- poor to moderate
compaction
Fill (non-granular soils) SC, Sandy CL 4 to 26 Generally fair compaction
Glacial Outwash (granular) SP-SM, SM 4 to 49
Very loose to dense and generally
medium dense. Some blow counts
at 50+/6” or greater, likely
influenced by cobbles or boulders
Clay and silt seams common
Glacial Till
SM, Sandy CL,
SC, Sandy ML,
ML
3 27 Soft to very stiff; generally medium
*BPF – blows per foot.
B.2.b.Groundwater
Groundwater was only observed at one boring (ST-70) at a depth of 9 1/2 feet as it was advanced. Based
on the moisture contents of the geologic materials encountered in other borings, it appears that
groundwater was generally below the depths explored at the time of our drilling.
Seasonal and annual fluctuations of groundwater, however, should be anticipated.
B.3.Laboratory Test Results
Results of our laboratory tests are presented below in Table 4.
City of Lakeville
Project B14-07785
October 4, 2016
Page 6
Table 4. Laboratory Test Results
Boring
Sample
Depth
(feet)
Moisture Content
(%)
Percent Passing
#200 Sieve
Atterberg
Limits
(LL/PL/PI) Soil Classification
ST-4 5.0 11 37 --- SM
ST-5 5.0 15 --- --- CL
ST-9 5.0 10 --- --- SM
ST-14 5.0 14 --- --- SM
ST-15 5.0 9 --- --- SM
ST-62 7.5 9 --- --- SM
ST-64 5.0 25 --- 27/18/9 CL/ML
ST-65 7.5 7 --- --- SM
ST-66 5.0 9 --- --- SM
ST-68 7.5 9 --- --- SM
ST-69 10.0 8 --- --- SP-SM
ST-70 2.5 8 --- --- SM
ST-74 2.5 6 --- --- SM
ST-76 7.5 9 --- --- CL
ST-80 10.0 22 --- --- SM
ST-81 5.0 5 20 --- SM
The moisture content of the sandy soils was determined to vary from approximately 5 to 22 percent,
indicating the materials are likely near or above their probable optimum moisture contents for
compaction.
Two mechanical analyses indicated the tested soils contained 20 to 37 percent silt and clay by weight,
which classifies them each as silty sand.
We also tested for potentially corrosive soils at water main pipe elevations as shown in Table 5.
Table 5. Laboratory Corrosivity Test Results
Location
Sample
Depth
(ft) Classification
Resistivity
(ohm-cm) pH
Redox
Potential
(mV)
Sulfide
(ppm)
Moisture
Condition*
ANSI/
AWW
A
Points
ST-71 5-7 Sandy CL 406 7.8 -46 None MOIST 16
ST-72 5-8 Sandy CL 1333 7.5 -55 None MOIST 16
ST-75 5-8 Sandy CL 199 7.5 -62 None MOIST 16
ST-77 5-8 Sandy CL 617 8.0 -67 None MOIST 16
ST-83 4-6 Sandy CL 588 8.5 -70 None MOIST 16
*Based on visual-manual observation and laboratory measurements. “Moist” is considered the soil condition (representing fair
drainage) unless in-situ conditions appear to indicate otherwise.
City of Lakeville
Project B14-07785
October 4, 2016
Page 7
For the majority of samples, resistivity values combined with the moisture conditions results in a score
of 10 points or greater per ANSI/AWWA C105/A21.5 system, meaning the soils are considered corrosive
to ductile iron pipe (DIP).
C.Basis for Recommendations
C.1.Design Details
C.1.a.Traffic Loads
The streets included in the 2017 Street Reconstruction Project are residential. Traffic counts for the
streets were only available for 167th Street; for typical residential traffic, we assume a maximum of
50,000 Equivalent Single Axle Loads (ESALs) over a 20-year design period.
For 167th Street, assuming bituminous pavement, we estimate 20-year ESALs of 104,000.
C.1.b.Anticipated Grade Changes
Based on the nature of construction, we assume that grade changes will be minimal.
C.1.c.Precautions Regarding Changed Information
We have attempted to describe our understanding of the proposed construction to the extent it was
reported to us by others. Depending on the extent of available information, assumptions may have been
made based on our experience with similar projects. If we have not correctly recorded or interpreted
the project details, we should be notified. New or changed information could require additional
evaluation, analyses and/or recommendations.
C.2.Design and Construction Considerations
C.2.a.Pavement Subgrades and Drainage
Based on the soil boring results, we anticipate the pavement subgrades will generally consist of poorly
graded sand with silt, silty sand, sandy lean clay, sandy silt, and silt. Since grade changes are not
proposed, the subgrade soils present beneath the existing roads will generally be suitable for pavement
support in their current condition; areas requiring subcuts and other significant corrections will likely be
minor. Silty soils in particular, however, may become weak upon exposure if influenced by traffic and
moisture. Contractors should be prepared to subcut these soils and replace them with competent soils if
conditions required.
City of Lakeville
Project B14-07785
October 4, 2016
Page 8
The silty soils will also be highly variable in their drainage rates, while more granular soils will be more
consistently free-draining. The City standard section for reconstruction includes a recommended
thickness of subbase to improve drainage and reduce frost heave. We further recommend placing drain
tile about catch basins and at low points behind curb via trenching in order to facilitate drainage of the
roadways in cases where reconstruction will not be completed. The drain tile should be trenched at least
8 inches below the aggregate base (or subbase), wrapped in filter fabric and backfilled with highly
permeable aggregate.
C.2.b.Pavement Reclamation/Re-Use
If pavement materials are to be reused by reclamation, removal, stockpiling and replacement, a 10-inch
full-depth reclamation (FDR) depth will, based on the measurements from the borings, generally avoid
subgrade soils through the great majority of the project area. Variation of existing pavement depth was
noted and should be anticipated. Due to the granular nature of much of the subgrade soil, a sandy
reclaimed material should be expected if the pavement section is thin or the reclaim depth is increased
beyond 10 inches. This may result in local instability and effect the consistency of the reclaimed product.
We recommend implementing thorough quality control practices, including frequent sieve analyses, to
achieve a desirable gradation of the reclaimed material. We also suggest that the contractor assume
some contingency for importing clean, crushed rock that can be blended with the reclaimed material to
improve the uniformity of the resulting gradation prior to any direct reuse as an aggregate base.
C.2.c.Utilities
The reuse of the utility trench backfill soils will have potential impacts on the pavement subgrades. If the
backfill is not properly compacted, there is the potential for subgrade instability and settlement (and
premature deterioration) of the pavement surface. We anticipate that most of the trench soils will
consist of granular soils with varying contents of silt. A limited number of borings encountered greater
thicknesses of clayey till soils at likely utility depths.
Depending on the conditions at the time of excavation, watering or drying (moisture conditioning) of the
clayey and silty soils may be necessary to achieve the levels of compaction recommended. Clayey and
particularly silt-rich trench soils that are exposed to moisture will be more susceptible to strength loss
and may also become unstable, which will require moisture conditioning or removal and replacement
with suitable soils.
It also appears corrosion protection will be required for soils if bedded in clayey materials. We provide
further recommendations for this below.
City of Lakeville
Project B14-07785
October 4, 2016
Page 9
D.Recommendations
D.1.Pavements
D.1.a.Subgrade Preparation and Proofrolls
For preparation of any exposed subgrades prior to placement of new pavement sections, we
recommend the subgrade soils be proofrolled with a loaded tandem-axle truck and observed by a
geotechnical engineer and City personnel. This will assist in identifying any soft or weak areas that will
require additional soil correction work. Areas that yield or rut more than 1 inch due to wheel traffic
should be corrected. Failed areas should be compacted, or if too wet, we recommend scarifying the
upper 1-foot of the resulting subgrade, drying it to a moisture content not more than 3 percentage
points above optimum, and compacting it to a minimum of 100 percent of its standard Proctor
maximum dry density (ASTM D 698).
If there are areas that still cannot be compacted, we recommend subexcavating the unstable materials
to a minimum depth of 1 or 2 feet, depending on the severity of rutting and the nature of the backfill
material, and replacing them with suitable materials, compacted as specified. Depending on the depth
of subcut and underlying material, suitable subcut backfill material may consist of MnDOT Select
Granular Borrow, aggregate base or larger diameter crushed aggregate (3-inch minus). We should be
consulted regarding subcut depths and backfill material.
D.1.b.Backfill and Material Compaction
We recommend compacting soils used as backfill for subcuts or material replacement to a minimum of
100 percent of standard Proctor density within 3 feet of the top of the subgrade. For fills more than 3
feet below final subgrades, we recommend a minimum of 95 percent compaction. The moisture content
of the fill and backfill should be as shown in the table below depending on the classification of the
backfill soils.
Table 6. Compaction Recommendations Summary
Reference
Relative Compaction, percent
(ASTM D 698 – Standard Proctor)
Moisture Content Variance from
Optimum, percentage Points
Below pavements, within 3 feet of
subgrade elevations 100 -3/+3 (sandy soils)
-1/+3 (clayey soils)
Below pavements, more than 3 feet
below subgrade elevations 95 -3/+3 (sandy soils)
-1/+3 (clayey soils)
City of Lakeville
Project B14-07785
October 4, 2016
Page 10
D.1.c.Design Sections
Laboratory tests to determine an R-value for pavement design were not included in the scope of this
project. However, given the variable nature of typical subgrades, which occasionally included silty or
clayey soils within the upper 4 feet, we recommend using a design R-value of 35 for pavement design on
the project.
Based upon the aforementioned traffic loads and an R-value of 35, we recommend that new pavement
sections include the following materials and thicknesses per Table 7 and 8.
Table 7. Recommended Bituminous Pavement Thickness Design for a Collector Street, 2017 Street
Reconstruction
Layer
Thickness
(in.)MnDOT Specification/Designation
Bituminous Wear 2 (1 lift) 2360 / SPWEB240C
Bituminous Non-wear 2 (1 lift) 2360 / SPNWB230C
Aggregate Base (Class 5 or Reclaim) 6 3138
Granular Subbase (optional) 12 3149.2B2
Table 8. Recommended Bituminous Pavement Thickness Design for a Residential Street, 2017 Street
Reconstruction
Layer
Thickness
(in.)MnDOT Specification/Designation
Bituminous Wear 1 1/2 (1 lift) 2360 / SPWEB240C
Bituminous Non-wear 2 (1 lift) 2360 / SPNWB230C
Aggregate Base (Class 5 or Reclaim) 6 3138
Granular Subbase (optional) 12 3149.2B2
The above pavement designs are based upon a 20-year performance life. This is the amount of time
before major reconstruction is anticipated. This performance life assumes maintenance such as seal
coating and crack sealing is routinely performed. The actual pavement life will vary depending on
variations in weather, traffic conditions and maintenance.
City of Lakeville
Project B14-07785
October 4, 2016
Page 11
D.1.d.Pavement Materials and Compaction
We recommend specifying materials as shown in Tables 7 and 8.
We recommend that the aggregate base be compacted to a minimum of 100 percent of its maximum
standard Proctor dry density or to the requirements of MnDOT Specification 2211.3.D.2.c. (2014) for use
of the dynamic cone penetrometer (DCP). We recommend that the bituminous pavement be compacted
to at least 92 percent of the maximum theoretical Rice density.
D.2.Utilities
D.2.a.Utility Subgrades
The native and fill soils encountered at likely utility elevations generally appear suitable for pipe and
utility structure support and we anticipate that utilities can be installed per manufacturer bedding
requirements. However, we encountered somewhat wet, clayey or silty soils at likely utility depths in
several borings, including silt and other highly silty soils and soft clays, particularly near the southern
and eastern portions of the project. We recommend reviewing our boring logs to identify areas of
possible concern.
We recommend a contingency for some subcutting and replacement of poor or unstable materials as
part of construction. In the event that unstable or organic soils are encountered at pipe elevations, they
should be subcut and replaced with crushed-faced rock that is free of material 1 inch in diameter or
smaller).
We recommend a geotechnical engineer observe all utility trench excavations and subcuts.
D.2.b.Excavation Side Slopes
The project area soils appear to meet OSHA Type A, B and C requirements. We then recommend
constructing excavation side slopes to lie back at a horizontal to vertical slope of 1 1/2 to 1 or flatter.
All excavations must comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P, “Excavations
and Trenches.” This document states that excavation safety is the responsibility of the contractor.
Reference to these OSHA requirements should be included in the project specifications.
D.2.c.Selection, Placement and Compaction of Backfill
We recommend compacting backfill placed above and below utilities to a minimum of 95 percent of
standard Proctor density. The exception is within 3 feet vertically of pavement subgrades, where the
minimum compaction level should be increased to 100 percent. The fill should be within 3 percentage
City of Lakeville
Project B14-07785
October 4, 2016
Page 12
points of its optimum moisture content for sands; clays should only exceed their optimum moisture
contents by 1 percent.
To achieve compaction over wet or waterbearing subgrades, we recommend the use of sands or gravel
with less than 5 percent by weight passing the number 200 sieve and less than 50 percent passing the
number 40 sieve.
D.2.d.Excavation Dewatering
Although not commonly encountered in our borings, we recommend removing groundwater from the
utility excavations if present, and removing any water that seeps into excavations from sidewalls or the
adjacent sitework. We understand most deep utility construction and trenching will be in areas with
predominantly clayey soils. Sumps and pumps will generally be suitable for short-term water removal
under such conditions.
D.2.e.Corrosion Potential
We recommend providing corrosion protection for ductile iron pipe in the clayey soils throughout the
project given the overall results of our corrosivity analysis and laboratory tests.
Type I cement may still be used for curb if the curb is bedded on imported materials such as crushed
Class 5 limestone or reclaimed aggregate.
D.3.Construction Quality Control
D.3.a.Excavation Observations
We recommend having a geotechnical engineer observe all excavations related to subgrade preparation
and pavement construction. The purpose of the observations is to evaluate the competence of the
geologic materials exposed in the excavations and the adequacy of required excavation oversizing.
D.3.b.Materials Testing
We recommend density tests be taken in excavation backfill and additional required fill placed below
pavements and utilities.
MnDOT Specification 2211.3.D.2.c. (2014) for use of the dynamic cone penetrometer (DCP) can also be
used for evaluating aggregate base compaction.
We recommend Gyratory tests on bituminous mixes to evaluate strength and air voids and density tests
to evaluate compaction.
City of Lakeville
Project B14-07785
October 4, 2016
Page 13
D.3.c.Pavement Subgrade Proofroll
We recommend that proof-rolling of the pavement subgrades be observed by a geotechnical engineer
to determine if the results of the procedure meet project specifications, or delineate the extent of
additional pavement subgrade preparation work.
D.3.d.Cold Weather Precautions
If site grading and construction is anticipated during cold weather, all snow and ice should be removed
from cut and fill areas prior to additional grading. No fill should be placed on frozen subgrades. No
frozen soils should be used as fill.
Concrete delivered to the site should meet the temperature requirements of ASTM C 94. Concrete
should not be placed on frozen subgrades. Concrete should be protected from freezing until the
necessary strength is attained.
E.Procedures
E.1.Standard Penetration Test Borings
The standard penetration test borings were drilled with a truck-mounted core and auger drill. The
borings were performed in accordance with ASTM D 1586. Penetration test samples were taken at 2
1/2- or 5-foot intervals. Actual sample intervals and corresponding depths are shown on the boring logs.
E.2.Material Classification and Testing
E.2.a.Visual and Manual Classification
The geologic materials encountered were visually and manually classified in accordance with ASTM
Standard Practice D 2488. A chart explaining the classification system is attached. Samples were placed
in jars or bags and returned to our facility for review and storage.
E.2.b.Laboratory Testing
The results of the laboratory tests performed on geologic material samples are noted on or follow the
appropriate attached exploration logs. The tests were performed in accordance with ASTM or AASHTO
procedures.
City of Lakeville
Project B14-07785
October 4, 2016
Page 14
E.3.Groundwater Measurements
The drillers checked for groundwater as the borings were advanced and again after auger withdrawal.
The boreholes were then backfilled as noted on the boring logs.
F.Qualifications
F.1.Variations in Subsurface Conditions
F.1.a.Material Strata
Our evaluation, analyses and recommendations were developed from a limited amount of site and
subsurface information. It is not standard engineering practice to retrieve material samples from
exploration locations continuously with depth, and therefore strata boundaries and thicknesses must be
inferred to some extent. Strata boundaries may also be gradual transitions, and can be expected to vary
in depth, elevation and thickness away from the exploration locations.
Variations in subsurface conditions present between exploration locations may not be revealed until
additional exploration work is completed, or construction commences. If any such variations are
revealed, our recommendations should be re-evaluated. Such variations could increase construction
costs, and a contingency should be provided to accommodate them.
F.1.b.Groundwater Levels
Groundwater measurements were made under the conditions reported herein and shown on the
exploration logs, and interpreted in the text of this report. It should be noted that the observation
periods were relatively short, and groundwater can be expected to fluctuate in response to rainfall,
flooding, irrigation, seasonal freezing and thawing, surface drainage modifications and other seasonal
and annual factors.
F.2.Continuity of Professional Responsibility
F.2.a.Plan Review
This report is based on a limited amount of information, and a number of assumptions were necessary
to help us develop our recommendations. It is recommended that our firm review the geotechnical
aspects of the designs and specifications, and evaluate whether the design is as expected, if any design
City of Lakeville
Project B14-07785
October 4, 2016
Page 15
changes have affected the validity of our recommendations, and if our recommendations have been
correctly interpreted and implemented in the designs and specifications.
F.2.b.Construction Observations and Testing
It is recommended that we be retained to perform observations and tests during construction. This will
allow correlation of the subsurface conditions encountered during construction with those encountered
by the borings, and provide continuity of professional responsibility.
F.3.Use of Report
This report is for the exclusive use of the parties to which it has been addressed. Without written
approval, we assume no responsibility to other parties regarding this report. Our evaluation, analyses
and recommendations may not be appropriate for other parties or projects.
F.4.Standard of Care
In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under
similar circumstances by reputable members of its profession currently practicing in the same locality.
No warranty, express or implied, is made.
Appendix
S
h
e
e
t
:
o
f
F
i
g
:
P
r
o
j
e
c
t
N
o
:
B
1
4
0
7
7
8
9
D
r
a
w
n
B
y
:
D
a
t
e
D
r
a
w
n
:
C
h
e
c
k
e
d
B
y
:
L
a
s
t
M
o
d
i
f
i
e
d
:
5
/
1
6
/
1
6
S
c
a
l
e
:
F:\2014\b1407789.dwg,2,5/16/2016 2:48:34 PM
D
r
a
w
i
n
g
N
o
:
SOIL BORING LOCATION SKETCH
GEOTECHNICAL EVALUATION
2017-2019 STREET RECONSTRUCTION PROJECTS
LAKEVILLE, MINNESOTA
B
1
4
0
7
7
8
9
1
"
=
1
,
0
0
0
'
B
J
B
5
/
1
6
/
1
6
N
L
2
2
F
A
X
(
9
5
2
)
9
9
5
-
2
0
2
0
P
H
.
(
9
5
2
)
9
9
5
-
2
0
0
0
M
i
n
n
e
a
p
o
l
i
s
,
M
N
5
5
4
3
8
1
1
0
0
1
H
a
m
p
s
h
i
r
e
A
v
e
n
u
e
S
0
S
C
A
L
E
:
1
"
=
1
,
0
0
0
'
1
,
0
0
0
'
5
0
0
'
N
D
E
N
O
T
E
S
A
P
P
R
O
X
I
M
A
T
E
L
O
C
A
T
I
O
N
O
F
S
T
A
N
D
A
R
D
P
E
N
E
T
R
A
T
I
O
N
T
E
S
T
B
O
R
I
N
G
2
0
1
7
R
E
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
S
2
0
1
8
R
E
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
S
2
0
1
9
R
E
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
S
21
11
PAV
FILL
FILL
SP-
SM
6 inches of bituminous over 12 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, brown, moist, medium dense.
FILL: Sandy Lean Clay, brown, moist.
POORLY GRADED SAND with SILT, fine- to
medium-grained, brown, moist, medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1022.2
1020.7
1019.7
1017.7
1.5
3.0
4.0
6.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-1 (2017) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-1 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1023.7
Depth
feet
0.0
26
21
PAV
FILL
FILL
ML
5 1/2 inches of bituminous over 13 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
brown, moist.
FILL: Sandy Lean Clay, Poorly Graded Sand with Silt
seams, brown, moist.
SANDY SILT, brown, moist, medium dense.
(Glacial Till)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1012.6
1012.1
1010.1
1008.1
1.5
2.0
4.0
6.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-2 (2017) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-2 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1014.1
Depth
feet
0.0
13
12
PAV
FILL
FILL
5 1/2 inches of bituminous over 6 inches of aggregate
base.
FILL: Sandy Lean Clay, Silt seams, brown, moist.
FILL: Sandy Lean Clay, dark gray, moist.
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
997.0
994.0
992.0
1.0
4.0
6.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-3 (2017) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-3 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
998.0
Depth
feet
0.0
13
9 3711
PAV
FILL
FILL
SM
4 inches of bituminous over 6 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, trace Gravel, brown, moist.
FILL: Sandy Lean Clay, gray to brown, moist to wet.
SILTY SAND, fine- to medium-grained, brown, moist to
wet, loose.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1014.8
1012.7
1010.7
1009.7
0.9
3.0
5.0
6.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-4 (2017) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-4 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
1015.7
Depth
feet
0.0
5
6 15
PAV
FILL
5 1/2 inches of bituminous over 6 inches of aggregate
base.
FILL: Sandy Lean Clay, trace Gravel, brown to dark
brown, moist.
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1024.7
1019.6
0.9
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-5 (2017) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-5 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1025.6
Depth
feet
0.0
6
4
PAV
SM
5 3/4 inches of bituminous over 5 inches of aggregate
base.
SILTY SAND, fine- to medium-grained, with Gravel,
brown, moist, very loose to loose.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 5 feet
immediately after withdrawal of auger.
Boring then backfilled.
1010.8
1005.7
0.9
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-6 (2017) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-6 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1011.7
Depth
feet
0.0
11
6
PAV
FILL
FILL
FILL
FILL
4 1/2 inches of bituminous over 6 inches of aggregate
base.
FILL: Sandy Lean Clay, dark gray, moist.
FILL: Silty Sand, fine- to medium-grained, trace
Gravel, brown, moist.
FILL: Sandy Lean Clay, dark gray, moist.
FILL: Silty Sand, fine- to medium-grained, trace
Gravel, dark gray and brown, moist.
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1017.0
1015.8
1013.8
1012.8
1011.8
0.8
2.0
4.0
5.0
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-7 (2017) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-7 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1017.8
Depth
feet
0.0
7
8
PAV
FILL
SP-
SM
5 inches of bituminous over 7 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, brown,
moist.
POORLY GRADED SAND with SILT, fine- to
medium-grained, Silt seam, brown, moist, loose.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 3 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
958.2
955.2
953.2
1.0
4.0
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-8 (2017) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-8 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
4
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
959.2
Depth
feet
0.0
19
10 10
PAV
FILL
FILL
SM
4 1/2 inches of aggregate base over 7 1/2 inches of
aggregate base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, trace Gravel, brown, moist.
FILL: Sandy Lean Clay, trace Gravel, dark brown gray,
moist, very stiff.
SILTY SAND, fine- to medium-grained, Clay seams,
brown, moist, loose.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
958.4
956.4
954.4
953.4
1.0
3.0
5.0
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-9 (2017) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-9 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
4
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
959.4
Depth
feet
0.0
8
14
PAV
FILL
FILL
SM
4 1/2 inches of bituminous over 4 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, with Gravel, brown, moist.
FILL: Sandy Lean Clay, trace Gravel, brown, moist.
SILTY SAND, fine- to medium-grained, Clay seams,
medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1011.3
1010.0
1008.0
1006.0
0.7
2.0
4.0
6.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-10 (2017) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-10 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1012.0
Depth
feet
0.0
10
12
PAV
FILL
FILL
SP-
SM
5 1/2 inches of bituminous over 1 1/2 inches of
aggregate base.
FILL: Silty Sand, fine- to medium-grained, dark brown,
moist.
FILL: Silt, brown, moist.
POORLY GRADED SAND with SILT, fine- to
medium-grained, brown, moist, loose to medium dense.
(Glacial Outwash)
END OF BORING.
Boring then backfilled.
1022.8
1021.4
1020.4
1017.4
0.6
2.0
3.0
6.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-11 (2017) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-11 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1023.4
Depth
feet
0.0
9
23
PAV
FILL
SM
3 1/2 inches of bituminous over 9 inches of aggregate
base.
FILL: Sandy Lean Clay, trace Gravel, brown, moist.
SILTY SAND, fine- to medium-grained, brown, moist,
medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 3 feet
immediately after withdrawal of auger.
Boring then backfilled.
1086.1
1083.1
1081.1
1.0
4.0
6.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-12 (2017) page 1 of 1
3 1/4" HSA, Autohammer
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-12 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1087.1
Depth
feet
0.0
12
5
PAV
SM
4 1/2 inches of bituminous over 13 inches of aggregate
base.
SILTY SAND, fine- to medium-grained, trace Gravel,
gray and brown, moist, loose to medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 2 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1085.7
1081.2
1.5
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-13 (2017) page 1 of 1
3 1/4" HSA, AutohammerM. Nolden
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-13 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1087.2
Depth
feet
0.0
13
8 14
PAV
SM
3 1/4 inches of bituminous over 9 inches of aggregate
base.
SILTY SAND, fine- to medium-grained, with Gravel,
brown, moist, loose to medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 2 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1091.0
1086.0
1.0
6.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-14 (2017) page 1 of 1
3 1/4" HSA, Autohammer
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-14 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1092.0
Depth
feet
0.0
14
18 9
PAV
FILL
FILL
SM
3 inches of bituminous over 4 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, brown, moist.
FILL: Sandy Lean Clay, brown, moist.
SILTY SAND, fine- to medium-grained, brown, moist,
medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 3 feet
immediately after withdrawal of auger.
Boring then backfilled.
1072.1
1070.7
1068.7
1066.7
0.6
2.0
4.0
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-15 (2017) page 1 of 1
3 1/4" HSA, AutohammerM. Nolden
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-15 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1072.7
Depth
feet
0.0
18
11
PAV
SM
3 3/4 inches of bituminous over 8 inches of aggregate
base.
SILTY SAND, fine- to medium-grained, with Gravel,
gray Clay seams, brown, moist, medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 3 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1050.3
1045.3
1.0
6.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-16 (2017) page 1 of 1
3 1/4" HSA, Autohammer
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-16 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1051.3
Depth
feet
0.0
9
23
PAV
FILL
FILL
SM
4 1/2 inches of bituminous over 3 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
brown, moist.
FILL: Sandy Lean Clay, with Gravel, brown, moist.
SILTY SAND, fine- to medium-grained, gray Lean Clay
seams, brown, moist, medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 3 feet
immediately after withdrawal of auger.
Boring then backfilled.
1056.4
1055.0
1053.0
1051.0
0.6
2.0
4.0
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-17 (2017) page 1 of 1
3 1/4" HSA, AutohammerM. Nolden
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-17 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1057.0
Depth
feet
0.0
9
11
PAV
SM
3 1/2 inches of bituminous over 8 inches of aggregate
base.
SILTY SAND, fine- to medium-grained, trace Gravel,
Clay seams, gray, moist, loose to medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth 3 feet immediately
after withdrawal of auger.
Boring then backfilled.
1086.8
1081.8
1.0
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-18 (2017) page 1 of 1
3 1/4" HSA, AutohammerM. Nolden
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-18 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1087.8
Depth
feet
0.0
13
12
PAV
FILL
SM
3 1/2 inches of bituminous over 6 inches of aggregate
base.
FILL: Sandy Lean Clay, brown, moist.
SILTY SAND, fine- to medium-grained, Clay seams,
brown, moist, medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 3 feet
immediately after withdrawal of auger.
Boring then backfilled.
1116.7
1113.4
1111.4
0.7
4.0
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-19 (2017) page 1 of 1
3 1/4" HSA, Autohammer
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-19 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1117.4
Depth
feet
0.0
21
40
PAV
SM
3 inches of bituminous over 2 inches of aggregate
base.
SILTY SAND, fine- to medium-grained, with Gravel,
some Clay seams, brown, moist, medium dense to
dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 7 feet
immediately after withdrawal of auger.
Boring then backfilled.
1116.0
1111.3
1.3
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-20 (2017) page 1 of 1
3 1/4" HSA, Autohammer
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-20 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1117.3
Depth
feet
0.0
12
16
PAV
SM
3 1/2 inches of bituminous over 6 inches of aggregate
base.
SILTY SAND, fine- to medium-grained, with Gravel,
some gray Silt seams, brown, moist, medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 5 feet
immediately after withdrawal of auger.
Boring then backfilled.
1111.9
1106.7
0.8
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-21 (2017) page 1 of 1
3 1/4" HSA, AutohammerM. Nolden
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-21 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1112.7
Depth
feet
0.0
15
8
PAV
SM
2 3/4 inches of bituminous over 7 inches of aggregate
base.
SILTY SAND, fine- to medium-grained, with Gravel,
some Clay seams, brown, moist, loose to medium
dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 3 feet
immediately after withdrawal of auger.
Boring then backfilled.
1107.6
1102.4
0.8
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-22 (2017) page 1 of 1
3 1/4" HSA, AutohammerM. Nolden
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-22 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1108.4
Depth
feet
0.0
22
11
*Thickness Assumed: Not
noted during drilling.
PAV
SM
XX inches of bituminous over XX inches of aggregate
base.*
SILTY SAND, fine- to medium-grained, trace Gravel,
brown, moist, medium dense.
(Glacial Till)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 3 feet
immediately after withdrawal of auger.
Boring then backfilled.
1062.9
1057.9
1.0
6.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-23 (2017) page 1 of 1
3 1/4" HSA, Autohammer
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-23 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1063.9
Depth
feet
0.0
10
11
50/6"
16
PAV
FILL
FILL
SP-
SM
2 1/4 inches of bituminous over 2 inches of aggregate
base.
FILL: Sandy Lean Clay, dark brown, moist.
FILL: Sandy Lean Clay, Gravel, gray and brown, moist.
No recovery at 7 feet.
POORLY GRADED SAND with SILT, fine- to
medium-grained, with Gravel, Lean Clay seams, gray,
wet, medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 6 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1044.6
1040.9
1035.9
1033.9
0.3
4.0
9.0
11.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-61 (2017) page 1 of 1
3 1/4" HSA, Autohammer
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-61 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1044.9
Depth
feet
0.0
9
25
26
29
9
PAV
SM
3 3/4 inches of bituminous over 8 1/2 inches of
aggregate base.
SILTY SAND, fine- to medium-grained, with Gravel,
some Clay seams, brown, moist, loose to medium
dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 6 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1071.9
1061.9
1.0
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-62 (2017) page 1 of 1
3 1/4" HSA, AutohammerM. Nolden
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-62 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1072.9
Depth
feet
0.0
52
15
18
24
PAV
FILL
SM
3 1/2 inches of bituminous over 5 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
brown, moist.
SILTY SAND, fine- to medium-grained, Clay seams
and Gravel, brown, moist to wet, medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 6 feet
immediately after withdrawal of auger.
Boring then backfilled.
1101.1
1097.8
1090.8
0.7
4.0
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-63 (2017) page 1 of 1
3 1/4" HSA, AutohammerM. Nolden
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-63 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1101.8
Depth
feet
0.0
16
16
49
21
LL=27
PL=18
PI=9
25
PAV
FILL
FILL
SM
ML
3 3/4 inches of bituminous over 10 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, trace
Gravel, Silt seams, brown, moist.
FILL: Sandy Lean Clay, brown, moist.
SILTY SAND, fine- to medium-grained, with Gravel,
brown, moist, dense.
(Glacial Outwash)
SANDY SILT, trace Gravel, gray, moist, medium
dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 6 feet
immediately after withdrawal of auger.
Boring then backfilled.
1120.2
1116.4
1114.4
1112.4
1110.4
1.2
5.0
7.0
9.0
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-64 (2017) page 1 of 1
3 1/4" HSA, AutohammerM. Nolden
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-64 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1121.4
Depth
feet
0.0
11
20
18
50/4"
7
PAV
FILL
SM
4 inches of bituminous over 6 inches of aggregate
base.
FILL: Sandy Lean Clay, with Gravel, brown, moist.
SILTY SAND, fine- to medium-grained, trace Gravel,
brown, moist, medium dense to very dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 6 feet
immediately after withdrawal of auger.
Boring then backfilled.
1131.2
1128.0
1121.0
0.8
4.0
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-65 (2017) page 1 of 1
3 1/4" HSA, AutohammerM. Nolden
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-65 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1132.0
Depth
feet
0.0
17
17
22
27
9
PAV
SM
3 1/2 inches of bituminous over 4 inches of aggregate
base.
SILTY SAND, fine- to medium-grained, with Gravel,
brown, moist, medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 6 feet
immediately after withdrawal of auger.
Boring then backfilled.
1119.1
1108.7
0.6
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-66 (2017) page 1 of 1
3 1/4" HSA, Autohammer
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-66 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1119.7
Depth
feet
0.0
9
9
7
6
PAV
FILL
CL
3 inches of bituminous over 5 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, with Gravel
and Clay seams, brown and gray, moist.
SANDY LEAN CLAY, trace Gravel, dark gray to 7 feet
then brown and gray, moist, rather stiff to medium.
(Glacial Till)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 6 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1106.8
1103.5
1096.5
0.7
4.0
11.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-67 (2017) page 1 of 1
3 1/4" HSA, AutohammerM. Nolden
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-67 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1107.5
Depth
feet
0.0
14
21
14
50/6"
9
PAV
FILL
SM
SM
4 1/2 inches of bituminous over 11 inches of aggregate
base.
FILL: Sandy Lean Clay, with Gravel, brown and gray,
moist.
SILTY SAND, fine- to medium-grained, with Gravel,
brown, moist, medium dense.
(Glacial Outwash)
SILTY SAND, fine- to medium-grained, brown, moist,
very dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 5 feet
immediately after withdrawal of auger.
Boring then backfilled.
1125.4
1122.6
1117.6
1115.6
1.2
4.0
9.0
11.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-68 (2017) page 1 of 1
3 1/4" HSA, Autohammer
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-68 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1126.6
Depth
feet
0.0
25
18
5
9
No sample recovery.
8
PAV
FILL
SP-
SM
4 1/2 inches of bituminous over 8 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
brown, moist.
POORLY GRADED SAND with SILT, fine- to
medium-grained, with Gravel, brown, moist, loose.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 7 feet
immediately after withdrawal of auger.
Boring then backfilled.
1127.8
1121.8
1117.8
1.0
7.0
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-69 (2017) page 1 of 1
3 1/4" HSA, Autohammer
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-69 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1128.8
Depth
feet
0.0
16
34
35
14
An open triangle in the
water level (WL) column
indicates the depth at
which groundwater was
observed while drilling.
Groundwater levels
fluctuate.
8
PAV
SM
3 3/34 inches of bituminous over 7 inches of aggregate
base.
SILTY SAND, fine- to medium-grained, with Gravel,
brown, moist to wet to waterbearing, medium dense to
dense.
(Glacial Outwash)
END OF BORING.
Water observed at 9 1/2 feet with 9 1/2 feet of
hollow-stem auger in the ground.
Water not observed to cave-in depth of 6 feet
immediately after withdrawal of auger.
Boring then backfilled.
1073.1
1063.0
0.9
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-70 (2017) page 1 of 1
3 1/4" HSA, AutohammerM. Nolden
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-70 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1074.0
Depth
feet
0.0
5
18
16
10
PAV
FILL
SM
5 1/4 inches of bituminous over 4 1/2 inches of
aggregate base.
FILL: Sandy Lean Clay, trace Gravel, brown and gray,
moist.
SILTY SAND, fine- to medium-grained, Clay inclusions,
brown and gray, moist, loose.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 6 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1051.9
1043.7
1041.7
0.8
9.0
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-71 (2017) page 1 of 1
3 1/4" HSA, AutohammerM. Nolden
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-71 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1052.7
Depth
feet
0.0
12
7
5
9
PAV
CL
5 inches of bituminous over 7 inches of aggregate
base.
SANDY LEAN CLAY, trace Gravel, dark gray, brown
and gray, moist, rather soft to rather stiff.
(Glacial Till)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 8 feet
immediately after withdrawal of auger.
Boring then backfilled.
1036.8
1026.8
1.0
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-72 (2017) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-72 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1037.8
Depth
feet
0.0
22
18
16
15
PAV
FILL
FILL
SM
4 inches of bituminous over 13 1/2 inches of aggregate
base.
FILL: Silty Sand, brown, moist.
FILL: Sandy Lean Clay, brown, moist.
SILTY SAND, fine- to medium-grained, brown, moist,
medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 8 feet
immediately after withdrawal of auger.
Boring then backfilled.
1017.5
1017.0
1015.0
1008.0
1.5
2.0
4.0
11.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-73 (2017) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-73 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1019.0
Depth
feet
0.0
34
41
31
25
*Thickness Assumed:
Not noted during drilling.
6
SM
SM
XX inches of bituminous over XX inches of aggregate
base.*
SILTY SAND, fine- to medium-grained, with Gravel,
Cobbles, and Clay seams, brown, moist, dense to
medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 6 feet
immediately after withdrawal of auger.
Boring then backfilled.
1021.2
1011.2
1.0
11.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-74 (2017) page 1 of 1
3 1/4" HSA, Autohammer
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-74 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1022.2
Depth
feet
0.0
9
4
4
3
PAV
FILL
CL
3 1/4 inches of bituminous over 6 inches of aggregate
base.
FILL: Sandy Lean Clay, trace Gravel, brown, moist.
SANDY LEAN CLAY, gray Lean Clay seams, brown,
moist, soft to rather soft.
(Glacial Till)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 6 feet
immediately after withdrawal of auger.
Boring then backfilled.
1022.1
1015.9
1011.9
0.8
7.0
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-75 (2017) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-75 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1022.9
Depth
feet
0.0
9
9
7
21
9
PAV
FILL
CL
SM
3 1/2 inches of bituminous over 6 inches of aggregate
base.
FILL: Sandy Lean Clay, dark gray, moist.
SANDY LEAN CLAY, brown, moist, medium.
(Glacial Till)
SILTY SAND, with Gravel, brown, moist, medium
dense.
(Glacial Till)
END OF BORING.
Water not observed while drilling.
Boring then backfilled.
1027.4
1021.2
1019.2
1017.2
0.8
7.0
9.0
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-76 (2017) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-76 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1028.2
Depth
feet
0.0
7
4
5
11
PAV
SM
CL
SM
4 inches of bituminous over 6 1/2 inches of aggregate
base.
SILTY SAND, fine- to medium-grained, trace Gravel,
brown, moist, loose.
(Glacial Outwash)
SANDY LEAN CLAY, trace Gravel, brown, moist,
rather soft.
(Glacial Outwash)
SILTY SAND, fine- to medium-grained, some Clay
seams, brown, moist, medium to dense.
(Glacial Till)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 6 feet
immediately after withdrawal of auger.
Boring then backfilled.
991.2
988.1
983.1
981.1
0.9
4.0
9.0
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-77 (2017) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-77 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
992.1
Depth
feet
0.0
12
12
20
36
PAV
FILL
SM
6 inches of bituminous over 2 1/2 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, some Clay seams, brown, moist.
SILTY SAND, fine- to medium-grained, trace Gravel,
brown, moist, medium dense to dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 7 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1024.0
1017.7
1013.7
0.7
7.0
11.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-78 (2017) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-78 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
3
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
1024.7
Depth
feet
0.0
16
5
7
11
PAV
SP-
SM
5 inches of bituminous over 6 inches of aggregate
base.
POORLY GRADED SAND with SILT, fine- to
medium-grained, trace Gravel, Silt seams, brown,
moist, loose to medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 6 feet
immediately after withdrawal of auger.
Boring then backfilled.
950.7
940.6
0.9
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-79 (2017) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-79 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
4
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
951.6
Depth
feet
0.0
15
14
15
17 22
PAV
SM
3 1/2 inches of bituminous over 6 1/2 inches of
aggregate base.
SILTY SAND, fine- to medium-grained, with Gravel,
brown to light brown, moist, medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 7 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
985.8
975.6
0.8
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-80 (2017) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-80 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
4
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
986.6
Depth
feet
0.0
30
27*
26
27
20 *No recovery
sample from
cuttings.
5
PAV
FILL
SM
ML
4 1/2 inches of bituminous over 6 1/2 inches of
aggregate base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, with Gravel, brown, moist.
SILTY SAND, fine- to medium-grained, with Gravel,
brown, moist, medium dense.
(Glacial Outwash)
SILT, brown, wet, medium dense.
(Glacial Till)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 7 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1015.3
1012.2
1009.2
1005.2
0.9
4.0
7.0
11.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-81 (2017) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-81 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
4
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
1016.2
Depth
feet
0.0
13
10
17
10
PAV
FILL
CL
SP-
SM
7 1/2 inches of bituminous over 7 1/2 inches of
aggregate base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, with Gravel, brown, moist, medium
dense.
SANDY LEAN CLAY, dark gray, moist, rather stiff to
very stiff.
(Glacial Till)
POORLY GRADED SAND with SILT, fine- to
medium-grained, brown, waterbearing, loose.
(Glacial Till)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 7 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
950.8
949.1
943.1
941.1
1.3
3.0
9.0
11.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-82 (2017) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-82 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
4
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
952.1
Depth
feet
0.0
12
7
11
25
PAV
FILL
FILL
SP-
SM
5 inches of bituminous over 9 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, trace Gravel, brown, moist.
FILL: Sandy Lean Clay, dark brown, moist.
POORLY GRADED SAND with SILT, fine- to
medium-grained, brown to light brown, moist, medium
dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 6 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
980.6
977.8
975.8
970.8
1.2
4.0
6.0
11.0
12/10/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-83 (2017) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-83 (2017)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07785LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
7
7
8
5
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
5
/
1
8
/
1
6
1
5
:
3
4
Braun Project B14-07785
GEOTECHNICAL EVALUATON
Lakeville 2017 Street Reconstruction
2017-2019 Lakeville Projects
Lakeville, Minnesota
Symbol
Elev.
feet
981.8
Depth
feet
0.0
Descriptive Terminology of Soil
Standard D 2487 - 00
Classification of Soils for Engineering Purposes
(Unified Soil Classification System)
Rev. 7/07
DD Dry density, pcf
WD Wet density, pcf
MC Natural moisture content, %
LL Liqiuid limit, %
PL Plastic limit, %
PI Plasticity index, %
P200 % passing 200 sieve
OC Organic content, %
S Percent of saturation, %
SG Specific gravity
C Cohesion, psf
Angle of internal friction
qu Unconfined compressive strength, psf
qp Pocket penetrometer strength, tsf
Liquid Limit (LL)
Laboratory Tests
Pl
a
s
t
i
c
i
t
y
I
n
d
e
x
(
P
I
)
Drilling Notes
Standard penetration test borings were advanced by 3 1/4” or 6 1/4”
ID hollow-stem augers unless noted otherwise, Jetting water was used
to clean out auger prior to sampling only where indicated on logs.
Standard penetration test borings are designated by the prefix “ST”
(Split Tube). All samples were taken with the standard 2” OD split-tube
sampler, except where noted.
Power auger borings were advanced by 4” or 6” diameter continuous-
flight, solid-stem augers. Soil classifications and strata depths were in-
ferred from disturbed samples augered to the surface and are, therefore,
somewhat approximate. Power auger borings are designated by the
prefix “B.”
Hand auger borings were advanced manually with a 1 1/2” or 3 1/4”
diameter auger and were limited to the depth from which the auger could
be manually withdrawn. Hand auger borings are indicated by the prefix
“H.”
BPF: Numbers indicate blows per foot recorded in standard penetration
test, also known as “N” value. The sampler was set 6” into undisturbed
soil below the hollow-stem auger. Driving resistances were then counted
for second and third 6” increments and added to get BPF. Where they
differed significantly, they are reported in the following form: 2/12 for the
second and third 6” increments, respectively.
WH: WH indicates the sampler penetrated soil under weight of hammer
and rods alone; driving not required.
WR: WR indicates the sampler penetrated soil under weight of rods
alone; hammer weight and driving not required.
TW indicates thin-walled (undisturbed) tube sample.
Note: All tests were run in general accordance with applicable ASTM
standards.
Particle Size Identification
Boulders ............................... over 12”
Cobbles ............................... 3” to 12”
Gravel
Coarse ............................ 3/4” to 3”
Fine ................................. No. 4 to 3/4”
Sand
Coarse ............................ No. 4 to No. 10
Medium ........................... No. 10 to No. 40
Fine ................................. No. 40 to No. 200
Silt ....................................... No. 200, PI 4 or
below “A” line
Clay ..................................... No. 200, PI 4 and
on or above “A” line
Relative Density of
Cohesionless Soils
Very loose ................................ 0 to 4 BPF
Loose ....................................... 5 to 10 BPF
Medium dense ......................... 11 to 30 BPF
Dense ...................................... 31 to 50 BPF
Very dense ............................... over 50 BPF
Consistency of Cohesive Soils
Very soft ................................... 0 to 1 BPF
Soft ....................................... 2 to 3 BPF
Rather soft ............................... 4 to 5 BPF
Medium .................................... 6 to 8 BPF
Rather stiff ............................... 9 to 12 BPF
Stiff ....................................... 13 to 16 BPF
Very stiff ................................... 17 to 30 BPF
Hard ....................................... over 30 BPF
a. Based on the material passing the 3-in (75mm) sieve.
b. If field sample contained cobbles or boulders, or both, add “with cobbles or boulders or both” to group name.
c. Cu = D60 / D10 Cc = (D30)2
D10 x D60
d. If soil contains 15% sand, add “with sand” to group name.
e. Gravels with 5 to 12% fines require dual symbols:
GW-GM well-graded gravel with silt
GW-GC well-graded gravel with clay
GP-GM poorly graded gravel with silt
GP-GC poorly graded gravel with clay
f. If fines classify as CL-ML, use dual symbol GC-GM or SC-SM.
g. If fines are organic, add “with organic fines” to group name.
h. If soil contains 15% gravel, add “with gravel” to group name.
i. Sands with 5 to 12% fines require dual symbols:
SW-SM well-graded sand with silt
SW-SC well-graded sand with clay
SP-SM poorly graded sand with silt
SP-SC poorly graded sand with clay
j. If Atterberg limits plot in hatched area, soil is a CL-ML, silty clay.
k. If soil contains 10 to 29% plus No. 200, add “with sand” or “with gravel” whichever is predominant.
l. If soil contains 30% plus No. 200, predominantly sand, add “sandy” to group name.
m. If soil contains 30% plus No. 200 predominantly gravel, add “gravelly” to group name.
n. PI 4 and plots on or above “A” line.
o. PI 4 or plots below “A” line.
p. PI plots on or above “A” line.
q. PI plots below “A” line.
Poorly graded sand h
Peat
Well-graded gravel d
PI plots on or above “A” line
PI 7 and plots on or above “A” line j
PI 4 or plots below “A” line j
Fi
n
e
-
g
r
a
i
n
e
d
S
o
i
l
s
50
%
o
r
m
o
r
e
p
a
s
s
e
d
t
h
e
No
.
2
0
0
s
i
e
v
e
Co
a
r
s
e
-
g
r
a
i
n
e
d
S
o
i
l
s
mo
r
e
t
h
a
n
5
0
%
r
e
t
a
i
n
e
d
o
n
No
.
2
0
0
s
i
e
v
e
Soils Classification
Gravels
More than 50% of
coarse fraction
retained on
No. 4 sieve
Sands
50% or more of
coarse fraction
passes
No. 4 sieve
Silts and Clays
Liquid limit
less than 50
Highly Organic Soils
Silts and clays
Liquid limit
50 or more
Primarily organic matter, dark in color and organic odor
Group
Symbol
Criteria for Assigning Group Symbols and
Group Names Using Laboratory Tests a
Group Name b
GW
GP
GM
GC
SW
SP
SM
CL
ML
OL
OL
SC
Poorly graded gravel d
Silty gravel d f g
Clean Gravels
5% or less fines e
Gravels with Fines
More than 12% fines e
Clean Sands
5% or less fines i
Sands with Fines
More than 12% i
Fines classify as ML or MH
Fines classify as CL or CH Clayey gravel d f g
Well-graded sand h
Fines classify as CL or CH
Fines classify as ML or MH Silty sand f g h
Clayey sand f g h
Inorganic
Organic Liquid limit - oven dried
Liquid limit - not dried 0.75
Inorganic
Organic
PI plots below “A” line
Lean clay k l m
Liquid limit - oven dried
Liquid limit - not dried 0.75
CH
MH
OH
OH
Fat clay k l m
Elastic silt k l m
Organic clay k l m n
Organic silt k l m o
Organic clay k l m p
Organic silt k l m q
Cu 6 and 1 Cc 3 C
PT
Cu 4 and 1 Cc 3 C
Cu 4 and/or 1 Cc 3 C
Cu 6 and/or 1 CC 3 C
0 10 16 20 30 40 50 60 70 80 90 100 110
7
“U”
L
i
n
e
“A”
L
i
n
e
10
20
30
40
50
60
4
0
ML or OL
MH or OHCL o
r
O
L
CH
o
r
O
H
CL - ML
Silt k l m
Feasibility Report
2017 Street Reconstruction Project
City of Lakeville Project No. 17-02
WSB Project No. 3199-130
APPENDIX E
Public Comment Summary – June 23, 2016
Item #Resident Name Resident Address Phone Date Received Comment Response
1 Tim Folley 10424 166th Street West 952-892-6890 6/23/2016 Curb Replacement due to cars and motorcycles
2 Sharon Zell 17200 Jasper Trail 651-329-9637 6/23/2016 Please check drainage at the end of our driveway. After a rain we get some standing
water.
3 Amy Klimpke 10426 169th Street West 651-334-8063 6/23/2016 A river runs through our backyard when it rains. Not sure if anything can be done.
4 MaryJo Schmit 17370 Jonquil Avenue 952-435-3483 6/23/2016
Resident expressed concerns about a retaining wall adjacent to their property that
appears to be failing; is the retaining wall City owned, and does it need to be
replaced?
5 16836 Jonquil Trail 7/5/2016
The east lot line of the propoerty at 16836 Jonquil Trail holds water. The neighbor to
the east of this property installed a french drain to collect discharge from their gutters.
The area holds a lot of water when saturated.
6 Dave and Lisa Horn 9998 173rd Street West 7/8/2016
We live at 9998 173rd Street West and our concern is the water coming from the
adjacent property south between us and 175th Street West. This is a low area that
often has standing water during the spring thaw and after a heavy rain. Along with the
standing water, we have a very heavy runoff between our lot and the corner lot to the
west. During the spring runoff, the water refreezes in the street (173rd Street West)
causing very icy conditions. Our thought is to consider installing a dome drain in the
lowest spot and run a tile line to connect with the city sewer system. We have seen
this done in other neighborhoods in Lakeville to remedy this situation.
7 Christianson's 10020 173rd Street West 612-270-6078 7/15/2016 New curbs throughout, new drain to the left of our driveway water runoff creates a
large pond in our driveway and makes it very icy and unsafe during winter months.
8 Bill Jacques 17463 Jaguar Path 952-892-0963 7/15/2016 Drainage problem: Water pooling at the end of our driveway at my address.
9 Donald Harmsen 10115 173rd Street West 952-435-8586 7/15/2016
There are several large cottonwood trees on our property that may have an impact on
this project. Front yard boulevard, east side of driveway, the roots are growing up to
the curb. Backyard, west side, tree roots could impact storm sewer pipes.
Comment Cards/Letters
June 23, 2016 Neighborhood Meeting