HomeMy WebLinkAboutWPO201600008 Plan - As-built 2023-03-17SHIMP ENGINEERING, P.C.
Design Focused Engineering
Glenmore K2CII — Phase I
Road & Utility
As -Built Documentation
Submission Packet
July 18", 2022
912 E. High St. Charlottesville, VA 22902 1434.227.5140 1 shimp-engineering.com
SHIMP ENGINEERING, P.C.
Design Focused Engineering
January 4, 2023
Mr. Frank Pohl, P.E.
County Engineer
Albemarle County
Department of Community Development
RE: Glenmore K2C-II Phase 1 —Road and Utility As -Built Submittal Packet
Dear Mr. Pohl,
Attached you will find the As -Built Submittal Packet for the completion of the Glenmore K2C-II Phase 1
subdivision and VSMP.
Contents:
o As -Built Certification Letter from Professional Engineer
o Certification of Completion Form by Owner
o CBR Test Reports
o Compaction Test Reports
o Stone Inspection Reports
o Pavement Inspection Reports
o Pond Embankment Compaction Reports
o Pipe Interior Video Reports
o Recorded Plats
If you have any questions, please contact us by phone at 434-227-5140 ext 3 or via email at iustinna.shimp-
engineerino.com.
Best Regards,
Michael Chandler
Shimp Engineering, P.C.
As -Built Certification Letter from Professional Engineer
Letter provided by Shimp Engineering, P.C.
CT
GEMENT
SHIMP PROCEVLAND PLANNING
ENGINEERINGa
C�
December 19th, 2017
Mr. Frank Pohl, P.E.
County Engineer
Albemarle County
Department of Community Development
Regarding: Glenmore K2C-II Phase 1 - Road & Utility As -Built Completion Letter
Dear Mr. Pohl,
I have reviewed surveys and inspections on the Drumin Road and Fenton Court roadways at Glenmore K2C-I1. Based
on these, I can confirm that the roadways and storm sewers were installed in accordance with the approved plans for
the project, except where noted below. Specifically we have surveyed the following:
• The roadway centerlines and elevations match the approved plans.
o As -Built centerline at the cul-de-sac of Fenton Court contains a discrepancy in the survey, however all
dimensions and elevations match the approved plans.
• The length and diameter of the pipes installed matches the approved plans.
• Elevations of the inverts of the systems match the approved plan.
• Elevations and centerline of the ditches match the approved plans.
The overall installation of the facilities was performed in accordance with the approved plans and the appropriate
technical specifications.
It is our opinion that at this time, work has been satisfactorily completed to warrant a partial bond release to include
each item except the top coat of pavement. We understand that until completion of the top coat of pavement, the full
bond will not be released.
An updated as -built plan of the facility has been attached to demonstrate compliance with the approved plans as
mentioned above. If you have any questions about the plans please do not hesitate to contact me via email at:
Justin @shimp-engineering.com or via phone at 434-227-5140.
Very Truly Yours,
Shimp Engineering, P.C.
Justin Shimp, P.E.
SHIMP ENGINEERING, P.C.
Design Focused Engineering
February 21, 2023
Dan Ratzlaff
Manager of Engineering Compliance
Albemarle County
Dept. of Community Development
401 McIntire Rd
Charlottesville, VA 22902
Re: Engineer's Certification Letter— Glenmore K2CII — Phase 1— Pond A
WPO201600059MPO201600008
Dear Mr. Ratzlaff,
I have reviewed the as -built surveys and conditions of the SWM Facilities (Pond A) at Glenmore K2CII
Subdivision Phase 1, WPO201600059/WPO201600008.
1 hereby certify that the SWM Facility Pond A is constructed in an acceptable manner that meets
the intent of the approved plans dated 04-15-2016 with approval date 07-25-2016. While it is not
constructed exactly as proposed in the approved plans, the SWM Facility appears to be functioning
as designed. We report the following specifically.
o The pond size and shape are not constructed exactly per the approved plan; however, they are
constructed in a manner that meets the intent of the SWM Plan. This has been verified with
routing calculations.
o The pond side slopes are constructed per the approved plans.
o The top of the dam is constructed 2.7-ft higher than the approved plan, while the bottom of the
pond is constructed 0.15-ft lower at the lowest point. Theses elevations and areas have been
verified to be adequate based on the routing calculations.
o The emergency spillway is constructed 0.74-ft higher than the approved plan, however the
elevations meet the intent of the SWM Plan. This has been verified with routing calculations.
o The primary spillway location material & dimensions are per the approved plan.
o The primary spillway invert was constructed 0.04-ft lower than the approved plans. The pond
is constructed in a manner that meets the intent of the SWM Plan. The runoff is still released
at rates compliant with the stormwater regulations. This has been verified with routing
calculations. Appropriate trashracks have also been installed over each of the orifices.
o The primary spillway culvert is installed with a slope of 1.16% rather than the approved 1.08%.
However, the slope does not cause any adverse effects. The material used is CMP rather than
the approved HDPE however the size is per the approved plan and all discrepancies have
been shown to be adequate and meet the intent of the SWM Plan per the as -built routing
calculations.
o There is adequate outlet protection at the culvert outfall.
Sincerely,
Justin Shimp, P.E.
Shimp Engineering, P.C.
21e;1iZ3
Certification Form Completed by Owner
To Be Provided Upon Completion by: Glenmore Partners
Certificate of Completion
This certifies that I/We, Glenmore Partners, LLC ,
developer(s) of Glenmore Highlands K2CII - Phase 1 Subdivision,
have completed installation of all subdivision improvements and all construction conforms to the
requirements of the Albemarle County Code and to plans as approved by the County of
Albemarle, and any discrepancies have been documented and approved by the County. I/We
also certify that that all of the construction costs for the improvements, including those for
materials and labor, have been paid to the person constructing the improvements.
By: e /
(Signature)
(Print Name)
At"
(Print Title)
State of
Cjt3fCounty of i��laen^I�
(Date)
The foregoing instrument was subscribed and sworn before me this day of
FeSy,,� 2-02-3 by Je455%Qc�
`Notary Public !7
My Commission Expires: 313147 "' 9HEN
7S3S676 �........
Registration #: `O� • " e. • 0/p07
_` • REGP�SLIC
0: MY C6M7635676 i
VMS, x.. 3116/ c O 3 MISSION
o` 31/262 2,
ti G
CBR Test Reports
Testing provided by Geo-Terrain Organization, Inc.
GEO-TERRAIN ORGANIZATION, INC.
"YOUR GOALS FOUNDED ON OUR INFORMATION"
June 19,2017
Gienmore Partners
P.O. Box 645
Charlottesville, Virginia 22902
Attn: Mr. Jess Achenbach
RE., California Bearing Ratio Test Results
Gienmore Subdivision COT
Albemarle County, Virginia
GTO Protect No.: 166-207-099
Dear Mr. Achenbach:
As requested, Geo-Terrain Organization, Inc. (GTO) has obtained representative samples of pavement
subgrade soils at locations estimated using the civil engineering consultant produced plans for the
Gienmore subdivision of the above referenced project. Samples were obtained where feasible based
upon previous investigation and California Bearing Ratio (CBR) tests were performedto verifythe required
pavement design thicknesses for the proposed development.
The testing includes the subdivision Road A, Station 10+00 to 19+50, and Road B, all. Design
parameters were established based upon the traffic count provided by the civil engineering consultant
and laboratory testing performed on samples of proposed subgrade soils, The following results were
obtained by performing CBR testing in general accordance with Virginia Test Method (VfM) 8.
➢ The soils on site generally classify as sandy silts, with traces to little gravel and rock fragments,
and mica. As tested, these materials have an average soil support values, confirmed by an
average CBR value of 6.7.
➢ in paved areas, the soil up to six (6) inches below planned subgrade elevations forcontrolled fills
should be compacted to ninety five percent (95%) of its maximum dry density as determined by
VTM-1 (AASHTO T-99) Specifications. The final six (6) inches up to subgrade should be
compacted to at least one hundred percent (100%) of its maximum dry density. Moisture
contents of the subgrade should conform to the moisture specifications set In the VDOT Road and
Bridge Specification manual.
➢ Any sidewalk, curb and gutter, and driveway areas should also be treated as above.
➢ The following recommended pavement section is based on the VDOT Vaswani design method for
IOC -A INTERSTATE BUSINESS PARK FRED ER I CKe BURG, VA 224056OFFICE: 540.368.5724 • FAX: 540-369-5725
Glenmore Partners
Re: California Bearing Ratio Test Results
Glenmore Subdivision COT
June 19, 2017
Secondary Road Pavement, using the above mentioned average CBR value of 6.0. This value
should be representative of the soils that may be encountered at pavement subgrades. The
resiliency factor for the soil, given by the site location in Albemarle County and soil classifications,
is 1.0, and the thickness equivalency factor used is 2.25. The design traffic volume Is estimated
to be 620 and 100 vehicles per day, one direction, for Road A and Road B, respectively. This
traffic volume was assumed to contain five (5) percent heavy truck traffic.
Pavement Sections for Road A:
Asphaltic Concrete Surface Course, VDOT SM-9.5 1.5 inches
Asphaltic Concrete Base Course, VDOT SM-25.0 3.0 inches
Aggregate Subbase Course, VDOT 21AB 6.0 Inches
Pavement Sections for Road B:
Asphaltic Concrete Surface Course, VDOT SM-9.5 2.0 inches
Aggregate Subbase Course, VDOT 21AB 6.0 inches
➢ Subgrades that have been exposed to weather changes or disturbances should be scarified
approximately six (6) inches and recompacted to 100% of Maximum Dry Density immediately
prior to the placement of the aggregate base course. The roadway subgrade is also subject to
proofroll utilizing a fully loaded tandem axle dump truck or similar pneumatic tire equipment to
verify stability prior to the placement of the aggregate base course.
Thank you for the opportunity to assist you in this capacity. If you have any questions regarding this
letter, please do not hesitate to contact our office.
Sincere) „� �l1 Pj
GeS1 T p, Inc cl�i
A
-ana
nical
C:/GTO Documents/= Geotechnical 2016/16G-207-099/Glenmore Phase 1 CBR Letter
BEARING RATIO TEST REPORT
VTM-008 (2005)
200
160
120
80
40
0
v v.r v.a V.d VA
Penetration Depth (in.)
Density Percent of Moisture Denslt7
(pef) Max. Dena. (%) (pc0
1 O 105.2 100 16.2 104.0
2 -�- -- — -
30
Material Description
Light Brawn sandy Silt, trace gravel
' Project No: 16G.207-099
Project: Glenmore Subdivision COT
Source of Sample: Road A, Station 12+00
Sample Number: 8
Date: 6-19-17
V.D
0.4
a
0 24
4a
79
M
Elapsed Time (hrs)
rOceM f Moroture -, CBR (°k� — Correctlio. Surcharge Swell
x. bans. (%) 0.101n. O.s01n. (In.) (lbe.) (%)
98.8 1 22.1 1 6.7 6.3 1 0.000 1 10 1 1.2
Depth: subgrade
BEARING RATIO TEST REPORT
Geo-Terrain Organization
USCS
Dens.
c
Moisture
%
LL
ML
105.2
16.2
0
rot
Test Description/Remarks:
Standard Proctor Compaction
Figure
Moisture -Density Relationship Test
115
110
—
—
I
1D5
I
I
_
16
a
---
100
I
I
T
I
—
—--
95
-
90
I
I
ZAV for
Sp.G _
2.65
-
--
_
I
_
5 10 15 21 25 30 35
Water content, %
- Rock Corrected p--Uncorrected
Test specification: ASTM D 698-12 Method A Standard
ASTM D4718-15 Oversize Corr. Applied to Each Test Point
Elev/
Depth
Classification
at.
Moist
Sp.G.
LL
PI
%>
#4
%
No.200
USCS
ML
j
AASHTO
subgr•ade
__-
A-4(0)
16.5
2.65
0
0
6.6
74.0
ROCK CORRECTED TEST RESULTS
UNCORRECTED
MATERIAL DESCRIPTION
Maximum dry density = 105.2 pcf
Optimum moisture = 16.2 %
102.5 pcf
17.2 %
Light Brown sandy Silt. trace gravel
Project No. 16G-207- Client: Red Dirt Developments
Project: Glenmore Subdivision COT
o Source of Sample: Road A, Station 12+00 Sample Number: 8
Remarks:
Figure
[_ Geo-Terrain Organization
BEARING RATIO TEST REPORT
VTM-008 (2005)
Penetration Depth (in.)
tensity Percent of Moisture Density Percen
(Pcf) Max. Done. (%) (Pcf) _ Max. Di
1 O 105.9 99.9 16.5 105.0 99.1
Material Description
Light Brown and Reddish Brown sandy Silt, trace gravel and mica
Project No: 16G-207-099
Project: Glenmore Subdivision COT
Source of Sample: Road A, Station 19+00
Sample Number: 9
Date: 6-19-17
).a �-
OIL
n
Elapsed Time (hrs)
_ _ ____ CBR (%) Llneadty Surcharge Mom'
Moisture Correction Swett
%) 0.101n. 0.20 in. (in.) (Ibe.) (%)
21.5 7.4 7.0 0.000 10 0.9
Depth: subgrade
BEARING RATIO TEST REPORT
Geo-Terrain Organization
USCS Dena. Moisture LL PI
ML 106.0 16.3 39 4
Test Description/Remarks:
Standard Proctor Compaction
Moisture -Density Relationship Test
115
t-4;
Hil
110
105
�
I---
j-
I
—
-
-
n
-
---
-
--
-
100
—
I
I
f
95
—
ZAV for
90
__
_
_
-�
r
Sp.G. =
265
—
-
I
—
—
0 5 10 15 20 25 30
Water content, %
--w- - Rock Corrected - Uncorrected
Test specification: ASTM D 698-12 Method A Standard
ASTM D4718-15 Oversize Corr. Applied to Each Test Point
Elevl
Depth
Classiflcation
Nat.
Moist.
Sp.G.
LL
PI
% >
#4
% <
No.200
USCS
AASHTO
subgrade
ML
A-4(4)
17.0
2.65
39
4
7.2
71.6
ROCK CORRECTED TEST RESULTS
UNCORRECTED
MATERIAL DESCRIPTION
Maximum dry density = 106.0 pcf
Optimum moisture = 16.3 %
103.1 pef
17.4 %
Light Brown and Reddish Brown sandy Silt,
trace gravel and mica
Project No. 16G-207- Client: Red Din Developments
Project: Glenmore Subdivision COT
o Source of Sample: Road A, Station 19+00 Sample Number: 9
Remarks:
Figure
Geo-Terrain Organization
1
Particle Size Distribution Report
ill
N�
III
■
O
.11,
UP
MIKEi
1Ills
millill
milli
■
11111111
MINE
1111111111
% +3"
0 0 1 0.0 7.2 1 2.8 2.7 15.7 1 71.6
SIEVE
SIZE
PERCENT
FINER
SPEC.*
PERCENT
PASS?
(X=NO)
.375
100.0
#4
92.8
#10
90.0
#40
87.3
#60
84.0
#200
71.6
" (no speci0cation provided)
Source of Sample: Road A, Station 19+00
Sample Number: 9
Goo -Terrain Organization
Material Description
Light Brown and Reddish Brown sandy
Silt, trace gravel
and mica
Atterbern Limits
PL= 35
LL= 39
PI= 4
Coefficients
1390= 2.0218
D85= 0.2851
DB0=
D50=
D30=
D15=
D10=
Cu=
Cc=
Classification
USCS= ML
AASHTO=
A-4(4)
Remarks
Depth: subgrade
Client: Red Dirt Developments
Project: Glenmore Subdivision COT
Date: 6-19-17
I
BEARING RATIO TEST REPORT
VTM-008 (2006)
200
160
120
80
-
4D
0
1.1
0A
0
D T4
48
79
oa
v
v. LLI V.J UA
Penetration Depth (in.)
V.O
Density
(poll)
Molded
Percent of Moisture
Max. Dens. (%)
Density
(pcf)-
Soaked
Percent of
Max. Dens.
Moisture
(X)
c
0.10 In.
1 O
2'A
104.2
100 17.6
—
103.0
98.8
24.6
6.1
Elapsed Time (hrs)
ham— Linearity
Surcharge
r9e
Max.
0.20 In.
Correction
Swell
5.2
0.000
10
1.2
Material Description OPtimum -
USCS Dens. Moisture ILL PI
c %
Light Brown sandy Silt, trace gravel and mica ML 1 Max.ax. 17.6 40 3
F
G-207-099 Test Description/Remarks:
ore Subdivision COT Standard Proctor Compaction
mple: Road B, Station 12+70 Depth: subgrade
er: 10
BEARING RATIO TEST REPORT
Geo-Terrain Organization Figure
Moisture -Density Relationship Test
112
F
L
T_
107
-
-
r_o
102
a
I
—
--
—
-
—
92
i
ZAV for
--I—
-
--
- I
Sp.G. =
—
—
I
87
2.65
5 10 15 20 26 30 35
Water content, %
—�-- Rock Corrected —0-- Uncorrected
Test Specification: ASTM D 698-12 Method A Standurd
ASTM D4718-15 Oversize Corr. Applied to Each Test Point
Elev/
Classification
Nat.
%>
%<
Depth
Moist.
Sp.G.
ILL
PI
#4
No.200
USCS
AASHTO
subgrade
ML
A-4(4)
16.9
2.65
40
3
6.8
75.9
ROCK CORRECTED TEST RESULTS UNCORRECTED
MATERIAL DESCRIPTION
Maximum dry density = 104.2 pcf
101.4 pcf
Light Brown sandy Silt, trace gravel and
:T118.8
mica
Optimum moisture = 17.6 %
Remarks:
Project No. 16G-207- Client: Red Dirt Developments
Project: Glenmore Subdivision COT
o Source of Sample; Road B, Station 12+70 Sample Number: 10
Geo-Terrain Organization
—__
Figure
Compaction Test Reports
Testing provided by Geo-Terrain Organization, Inc.
* A A
GEO-TERRAIN ORGANIZATION, INC.
"YOUR GOALS FOUNDED ON OUR INFORMATION"
June 16, 2017
Red Dirt Developments
P.O. Box 645
Charlottesville, Virginia 22902
Attn: Mr. Jess Achenbach
RE: Road B Cul-de-Sac Backfrll Compaction
Glenmore COT
Albemarle County, Virginia
GTO Project No.: I6G-207-099
Dear Mr. Achenbach:
As requested, an engineering representative of Geo-Terrain Organization, Inc. (GTO) has visited the above
referenced project site to check the backfill for the cul-de-sac within Road B.
Our staff has exercised the degree of care normally associated with a project of this type. On several
occasions, GTO personnel checked the backfill placement. The on -site borrow material was sampled and
tested by GTO for moisture -density relationship testing (standard Proctor) in general accordance with
ASTM D698. In addition, field density testing using nuclear methods (ASTM D2922) were performed to
check backfill placement. Test results indicate soil backfill placed up to and including June 13th, 2017
appear to conform to project specifications with regards to in -place density. Please see the field test
results listed below and the attached laboratory data sheets enclosed for additional information.
Summary of Soil Density - Cul-de-Sac Backfill
Location
Elevation
Dry
Proctor
Below
Density
Moisture
Percent
within cul-
Subgrade
(l
(`y°)
Sample
Compaction
de -sac
Number
(ft)
West Side
-7
94.4
22.5
1
97.3
West Side
-6
93.0
1 23.0
1
95.9
West Side
-5
94.1
22.3
1
97.0
West Side
-4
92.7
23.9
1
95.6
West Side
-3
100.9
18.0
4
96.6
West Side
-2
99.9
18.5
4
95.7
1 DD-A INTERSTATE BUSINE55 PARK FRE DER I CKSBURG, VA 22405 • OFFICE: 54D-368-5724 • FAX: 540-368.5725
Red Dirt Developments
Re: Road B Cul-de-Sac Backfill Compaction
Glenmore COT
June 16, 2017
Page 2
Center
-1
1 101.5
17.6
4
97.2
Center
0
1 102.2
17.2
1 4
97.9
Based upon the test results, it is GTO's opinion the backfill operations have been completed in general
accordance with project specifications.
Thank you for the opportunity to assist you in this capacity. If you have any questions regarding this
letter, please do not hesitate to contact our office.
,�.•aaec oyo
y�THO�'G �i
Respecttull su
Geo-Ter 0 ization,
1, 7, 4
e
er anara, P.E. 4 ��
Geotechnical Engineer
CATO Document FolOer/GTO Geotechnical 2017/17G-207-099/Backfill Letter 6-1617.doc
E
C
C
10.1
lot
9:
K11
85
Test sl
ASTM
Moisture -Density Relationship Test
F
L.
f
L
,
-
— --
!I
I
it
-
- - - -
---�- - -
-- - - -
I Imo-
III
i
-�-1----=---
I
IV zu JV 4V 50
Water content, %
—e— - Rock Corrected o— - Uncorrected
r ASTM D 698-12 Method A Standard
Oversize Corr. Applied to Each Test Point
ZAV for I
Sp.G. —
2.65
60
Elevl Classification Nat % � % <
Depth USCS AASHTO Moist Sp.G. LL PI #4 No.200
31,0 2.65 2.70
ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION
Maximum dry density = 97.0 pcf 95.9 pcf Reddish Brown sandy Clay, trace small
gravel
Optimum moisture = 21.7 % 22.3 %
Project No. 16G-207- Client: Red Dirt Developments 'Remarks:
Project: Gienmore Subdivision COT
oSource of Sample: Off Site Borrow from UVA Sample Number: I
Geo-Terrain Organization Figure
12(
11C
10C
�10
80
fT
Moisture -Density Relationship Test
I
,
77
f
- -I ,111
II
IIIII
1iII
ITI1
- -
III
- - ----;
I
I
-I
--
-
0 10 20 30 40
Water content, %
—a - Rock Corrected --o-- Uncorrected
Test specification: ASTM D 698-12 Method A Standard
ASTM D4718-15 Oversize Corr. Applied to Each Test Point
Elev/ Classification Nat
Depth USCS AASHTO Moist Sp.G. LL
14.9 2.65
ROCK CORRECTED TEST RESULTS UNCORRECTED
Maximum dry density = 104.4 pef 99.5 pcf Bro
Optimum moisture = 16.7 % 18.6 %
Project No. 16G-207- Client: Red Dirt Developments Ran
Prolect: Glenmore Subdivision COT
o Source of Sample: Subdivision Cut up the hill Sample Number: 4
Geo-Terrain Organization
ZAV for
SP.G. _
2.65
50 60
#4 No.200
11.5
MATERIAL DESCRIPTION
t and Pinkish BroNvn sandy Silt,
rock fragments
Stone Inspections Reports
Testing provided by Geo-Terrain Organization, Inc.
"YOUR ORGANIZATION, INC.
YOUR GOALS FOUNDED ON OUR INFORMATION"
June 30, 2017
Red Dirt Developments
P.O. Box 645
Charlottesville, Virginia 22902
Attn: Mr. Jess Achenbach
RE: Road A and 8 Stone Subbase Depth and Compaction
Glenmore COT
Albemarle County, Virginia
GTO Project No,: 16G-207-099
Dear Mr. Achenbach:
As requested, an engineering representative of Goo -Terrain organization, Inc. (GTO) hasvisited the above
referenced project site on various occasions to check the Virginia 21A stone base conditions for the
proposed Road A and B.
Our staff has exercised the degree of care normally associated with a project of this type. On June 9tn,
2017, GTO personnel observed the stone base already placed. The stone subbase area was proofroiled
using the available equipment on -site and observed by GTO personnel. In addition, thickness was
checked every 100 feet and was found to be in excess of eight inches at every location, The area
appeared to be stable and sufficiently prepared to test for in -place density.
GTO personnel checked the stone base placement. The Virginia 21A stone was tested by the Virginia
Department of Transportation laboratoryfor maximum dry density. In additlon, field density testing using
nuclear methods (ASTM D2922) were performed to check backfili placement. Test results indicate stone
base as of June 13L 2017 appears to conform to project specifications with regards to in -place density.
Please see the field test results listed below for additional information.
Summary of Stone Base Density - Road A and B
Elevation
Dry
Maximum
Location
Below
Density
Moisture
Percent
(Station)
Base Elev.
(pcf)
(%)
Density
Compaction
IN
11+50, A
0
141.1
5.4
139.3
100+
12+50, A
0
139.8 1
4.6 1
139.3 1
loot
1 OD -A INTERSTATE BUS I NE55 PARK FREDERICKSBURG, VA 22405.OFFICE: 540.368-5724* FAX: 540-368-5725
Red Dirt Developments
Re: Road A and B Stone Subbase Depth and Compaction
Glenmore COT
June 30, 2017
13+50, A
0
141.9
4.7
139.3
100+
14+50, A
0
145.2
5.5
139.3
100+
15+50, A
0
142.6
4.5
139.3
100+
16+50, A
0
139.4
4.0
139.3
100+
17+50. A
0
142.8
5.2
139.3
100+
18+50, A
0
141.0
4.6
139.3
100+
19+50, A
0
140.4
5.2
139.3
100+
10+50, B
0
143.0
5.8
139.3
100+
11+50, B
0
140.5
5.3
139.3
100+
12+50, B
0
139.5
4.1
139.3
100+
Based upon the test results, it appears the stone subbase for Road A and B has been prepared to a
satisfactory condition with regards to soil density and moisture.
Thank you for the opportunity to assist you in this capacity. If you have any questions regarding this
letter, please do not hesitate to contact our office.
Geotechnical Engineer "
C:/GTO Document Folder/GTO Geotechnical 2016/16G-207-M/Road A and B Stone Letter 6-30-17.00c
GEO-TERRAIN ORGANIZATION, INC.
"YOUR GOALS FOUNDED ON OUR INFORMATIONI9
December 7, 2017
Red Dirt Developments
P.O. Box 645
Charlottesville, Virginia 22902
Attn: Mr. Jess Achenbach
RE: Pipe Bedding
Glenmore COT
Albemarle County, Virginia
GTO Project No.: 16G-207-099
Dear Mr. Achenbach:
As requested, an engineering representative of Geo-Terrain Organization, Inc. (GTO) has visited the above
referenced project site on several occasions to monitor the pipe installation for storm, sanitary, and
waterline within the roadway right-of-way.
Our staff has exercised the degree of care normally associated with a project of this type. On several
occasions, GTO personnel checked the utility construction. The entire time the site contractor was
working on a utility line, a four to six inch (minimum) bedding of Virginia #k57 stone was placed on an
observed stable subgrade prior to any pipe placement. The bedding material typically extended vertically
at least halfway up the sides of larger pipe (sanitary and storm), and encased typical waterline
construction.
Thank you for the opportunity to assist you in this capacity. If you have any questions regarding this
letter. please do not hesitate to contact our office.
Geotechnical Engineer
C./GTO Document Folder/GTO Geotecnnioal 2017/17G-207-099/Bedding Latter 12-7-17.doc
IOD-A INTERSTATE BUS I NE55 PARK FREDER I CKSBURG, VA 22405 • OFFICE: 540-368.9724- FAX: 540-36B-5725
Pavement Inspection Reports
Testing and Certification provided by S.L. Williamson Company, Inc.
S, L WILLIAMS ON
COMPANY, INC.
ASPHALT PAVING AND ROAD CONSTRUCTION
June 27, 2017
Red Dirt Developments
P.O. Box 645
Charlottesville, VA 22902
Project: Glenmore K2C-II (Phase 1 & Box Culvert Paving)
Ref: Asphalt Depth Certification
Mr. Jess Achenback,
S.L. Williamson Company, Inc. does hereby certify that the asphalt depth placed on Carroll
Creek Road was 3" BM-25.0 (Base Asphalt) + 2" SM-9.5A (Surface Asphalt) and the asphalt
depth placed on Glenmore Phase 1 was 3" BM-25.0 (Base Asphalt). The surface coat (1.5" SM-
9.5A Surface Asphalt) still remains to be placed in Phase 1 per your direction.
Sincerely,
S. L. Williamson, Co., Inc.
Andrew B. Owen
Project Manager
P.O. BOX 648 • CHARLO=SVILLE, VIRGINIA 22902 • TEL 434-295-6137 • 800-8684137 • FAX 434-977-7852
1230 RIVER ROAD • CHARLOTTESVILLE, VIRGINIA 22901
W W W.SLWILLLkMSON.COM
Pond Embankment Compaction Report
Provided by: Stevenson Consulting
Field Density Inspection
Time of Arrival:11:00 AM
Trip Charge*:
*will be billed in accordance with contract
Time of Departure: 3:00 PM
Mileage*: 24
Total Time On Site: 4.00
Other:
Travel Time*: 1
Total Time: 5.00
Prepared by Stevenson Consulting, Inc. • 2116 Berkmar Dr., Suite B, Charlottesville, VA 22901 • 540.552.1575
W WW.STEVENSONCONSULTING.NET
This report constitutes a summary of observations and tests performed by our field representative and is subject to review and revision
by our managers and engineers. The statements made herein do not constitute a certification. Approval of work for final acceptance
can only be made by our managers and engineers. Interpretations based on this data are the responsibility of others.
STEVENSON CONSULTING, INC.
Project: Glenmore K2C11 Detention Ponds
Permit #:
Location: Albemarle County, VA
Client Name:Red Dirt Developments
Contractor:
DAILY FIELD REPORT
Day & Date:Wednesday,12/28/2022
Project #:7-1981
Representative:John Kessler
Temp Range:34
Weather: Clear
Description of Work:
Location:
Field Density Inspection
Glenmore, K2C II
A, B, C, D, & E POND EMBANKMENTS
Tests Performed: 15
Problems/Non-Compliances/Failing Tests: No
INSPECTION FINDINGS:
A Stevenson Consulting, Inc. representative was requested to perform field density tests on compacted structural fill that had been previously
placed.15 field density tests were performed today utilizing the nuclear test method ASTM D6938. The field density tests indicate relative
compaction to at least 95 percent of the maximum dry density in accordance with Stanadard Proctor at the locations and elevations tested. The
specification requirement for this project is 95 percent compaction according to the same standard. The field density test locations and elevations
are based on data supplied by others; Stevenson Consulting cannot be responsible for structures located off of the observed engineered pad,
misaligned utilities, stakeout errors causing uncontrolled fill to be placed within structural areas, or other concerns due to incorrect locations and
elevations. Field density tests were referenced to test results performed in .our lab Field density test results were reported to the contractor.
Please see the attached sketch for the approximate limits of fill placement and field density test locations.
This testing was conducted on a spot-check basis since we were not present on site while filing and compaction was in progress. Thus, field density
test results indicate relative compaction only at the location and grade tested. Spot density test results included in this report are intended to assist
in evaluating whether the work is in general compliance. Spot testing on a periodic basis is not intended to provide adequate data to evaluate full
compliance with earthwork compaction requirements
The professional engineer is represented on site solely to observe operations of the contractor identified, form opinions and report those
opinions to the client. The presence and activities of the engineer's representative do not relieve the contractor's obligation to meet contractual
requirements. The contractor retains sole responsibility for site safety and the methods and sequence of construction. We have performed our
services in accordance with generally accepted geotechnical engineering practices. We make no warranty; either expressed or implied, as to the
professional services provided.
This report is the instrument of service of a professional engineer. Any conclusions drawn from this report should be discussed with the
professional engineer involved.
STEVENSON CONSULTING, INC.
FIELD DENSITY TESTS
Project Name
Glenmore K2C11 Detention Ponds
Project #
7-1981
Date
December 28, 2022
Technician
John Kessler
Client Job #
Weather
Clear
Client's Name
Red Dirt Developments
Permit
Temp (r)
34
General Contractor
TESTS
Test# Test Depth Moisture
(inches) %
Dry
Density
Proctor #
Excavator
%of %of
Proctor Proctor
Spec. Actual
Pass/Fall
Elevation
Below
Finish
Grade (Ft)
Is This A
Retest?
Depth of Fill Placed (Inch)
0
Location: Grid Coordinates or Roadway Station
1
6
26.7
96.9
102
95
95.0
Pass
0
NO
Glenmore K2C ll, POND EMBANKMENT A, A-01
2
6
25.1
100.8
102
95
98.8
Pass
0
NO
Glenmore K2C ll, POND EMBANKMENT A, A-02
3
6
24.5
97.6
102
95
95.7
Pass
0
NO
Glenmore K2C ll, POND EMBANKMENT A, A-03
4
6
25.6
98.5
102
95
96.6
Pass
0
NO
Glenmore K2C ll, POND EMBANKMENT B, B-01
5
6
22.7
99.4
102
95
97.5
Pass
0
NO
Glenmore K2C ll, POND EMBANKMENT B, B-02
6
6
22.6
97.1
102
95
95.2
Pass
0
NO
Glenmore K2C ll, POND EMBANKMENT B, B-03
7
6
29.3
98.4
102
95
96.5
Pass
0
NO
Glenmore K2B ll, POND EMBANKMENT B, B-04
8
6
22.4
99
102
95
97.1
Pass
0
NO
Glenmore K2B ll, POND EMBANKMENT C, C-01
Test Location
Established By: Contractor
PROCTOR INO ' a
Proctor #
Depth of Elevation of Compaction
Test Established by: Contractor Equipment Used:
Visual Description
Test Conducted
Vibratory On
Tests performed in: your Laboratory
Maximum Density (PCF)
# of
Intermittent Basis Passes 6
❑ Material Suppliers Laboratory
Opt. Moisture (%) Proctor
89.4 Dark brown silt
89.4
29
Standard
102 Red shale
102
23
Standard
REMARKS
Reported To:
FR015.LB-202103
STEVENSON CONSULTING, INC.
FIELD DENSITY TESTS
Project Name
Glenmore K2C11 Detention Ponds
Project #
7-1981
Date
December 28, 2022
Technician
John Kessler
Client Job #
Weather
Clear
Client's Name
Red Dirt Developments
Permit
Temp (r)
34
General Contractor
TESTS
Test# Test Depth Moisture
(inches) %
Dry
Density
Proctor #
Excavator
%of %of
Proctor Proctor
Spec. Actual
Pass/Fall
Elevation
Below
Finish
Grade (Ft)
Is This A
Retest?
Depth of Fill Placed (Inch)
0
Location: Grid Coordinates or Roadway Station
9
6
25.6
98.8
102
95
96.9
Pass
0
NO
Glenmore K2C ll, POND EMBANKMENT C, C-02
10
6
26.8
98.6
102
95
96.7
Pass
0
NO
Glenmore K2C ll, POND EMBANKMENT C, C-03
11
6
18.5
85.7
89.4
95
95.9
Pass
0
NO
Glenmore K2C ll, POND EMBANKMENT D, D-01
12
6
20.1
88.5
89.4
95
99.0
Pass
0
NO
Glenmore K2C ll, POND EMBANKMENT D, D-02
13
6
23.4
86
89.4
95
96.2
Pass
0
NO
Glenmore K2C ll, POND EMBANKMENT D, D-03
14
6
28.2
85.1
89.4
95
95.2
Pass
0
NO
Glenmore K2C ll, POND EMBANKMENT E, E-01
15
6
32
85
89.4
95
95.1
Pass
0
NO
Glenmore K2C ll, POND EMBANKMENT E, E-02
Test Location
Established By: Contractor
" PROCTOR O ' a
Proctor #
Depth of Elevation of Compaction
Test Established by: Contractor Equipment Used:
Visual Description
Test Conducted
Vibratory On
Tests performed in: ® Our Laboratory
Maximum Density (PCF)
# of
Intermittent Basis Passes 6
❑ Material Suppliers Laboratory
Opt. Moisture (%) Proctor
89.4 Dark brown silt
89.4
29
tandard
102 Red shale
102
23
tandard
REMARKS
Reported To:
FR015.LB-202103
� Site Photos
STEVENSON CONSULTING, INC.
Pipe Interior Video Report
Videos and Report Provided by: Tristate Utilities
uuiimiuiuiuiuui
yyyy��uu�o�,,
Steve Rhyne
Fortiline
Re: Glenmore K2c
Mr. Rhyne:
THE MOST ADVANCED NAME IN DRAINAGE SYSTEMS
January 3, 2020
Advanced Drainage Systems has reviewed the installation video for the above referenced project. Based on the supplied
information, we found the pipe was installed satisfactorily. The joint gaps were within tolerance and the gaskets should
be seated in the bell preventing infiltration. Additionally, the deflections viewed in the video were not excessive to
require any remediation to our pipe.
If you have any questions, feel free to contact me.
Thank you for using Advanced Drainage Systems.
Sincerely,
James M. Clark, P.E.
Sales Engineer
ADVANCED DRAINAGE SYSTEMS, INC., 4640 TRUEMAN BLVD., HILLIARD, OH 43026 PHONE: 800/733-7473
E-mail: info@ads-pipe.com Web site: w . ads-pipe.com
Surveyor Name
r=i
Drainage Area
Pipe Segment
Reference
Street
Comments
Upstream MH
Grade to Invert (U)
Downstream MH
Grade to Invert (D)
Pipe Use
Height (Diameter)
Shape
Lining Method
Total Length
Year Constructed
Flow Control
Purpose
Pre -Cleaning
Weather
Additional Info
Custom 1
Custom 3
Custom 5
Custom 7
Custom 9
DANIEL
HUTCHINSON
GLENMORE
HIGHLANDS
BOTHWELL LN
POND A
A OUTFALL
Stormwater
Certificate Number U-0321-70401206
Customer RED DIRT
DEVELOPMENT
PO Number 221046
Date 9/8/2022 14:11
City SHADWELL
Rim to Invert (U)
Rim to Grade (U)
Rim to Invert (D)
Rim to Grade (D)
Direction of Sun
24 Width
Circular Material
Pipe Joint Length
Length Surveyed
Year Renewed
Not Controlled Media Label
Post Rehabilitation Survey Consequence of
Failure
Light Cleaning Date Cleaned
Dry -No Precipitation Location Code
During Survey
Location Details
Custom 2
Custom 4
Custom 6
Custom 8
Custom 10
0
0
Corrugated Metal Pipe
59.6
ME
9/8/2022 13:47
Local rural streets with
light traffic, town and city
back streets, estate streets
and curbside parking
areas.
Reverse Setup ID
Imperial Units (US) Truc
Work Order
Coatina Method
Sheet (Group)
Number
Pressure Value
Project
221046 POST -TV
GELNNIORE
HIGHLANDS
Yes
CCTV
No
Laser
No
Sidewall
No
Sonar
No
Zoom
No
Other
No
Inspection Status Complete Inspection
Reviewed By Reviewer Certificate
Number
Taps 0 Roots 0
Cracks / Fractures 0 Broken / Holes / 0
Collapse
Deposits 0 Obstruction 0
Abandoned Survey 0
Structure Peak 2 Structure Peak 58
Score Grade
Structure Mean 0 Structure Mean
Score Grade 1
Service Peak Score 0 Service Peak Grade 1
Service Mean Score 0 Service Mean Grade 1
Created with the report generator
Project: 221046 POST -TV GELNMORE
HIGHLANDS
Date: 9/8/2022 2:11:00 PM
Pipe Segment Reference:
Street: BOTHWELL LN
Upstream MH: POND A
Length Surveyed: 59.6
Downstream MH: A OUTFALL
Run Number:
Direction of Survey: Upstream
Height (Diameter): 24
Material: Corrugated Metal Pipe
ObservationDistance Fault
Access Point End of Pipe
00:00:50
0.0
Severity: None
00:00:50
Remarks: A OUTFALL
r
Miscellaneous Water Level
00:01:00
0.0
Severity: None
00:01:00
Percent:0
r
Miscellaneous Water Level
Sag
00:04:24
27.2
Severity: None
00:04:24
Percent: 5
Struct Weight: 2
ObservationFault
Access Point Catch Basin 00:05:35
59.6 Severity: None 00:05:35
Remarks: POND A
O POSM Logo Registered Trademark
Created with the report generator
Project: 221046 POST -TV GELNMORE
HIGHLANDS
Date: 9/8/2022 2:11:00 PM
Pipe Segment Reference:
Street: BOTHWELL LN
Upstream MH: POND A
Length Surveyed: 59.6
Downstream MH: A OUTFALL
Run Number:
Direction of Survey: Upstream
Height (Diameter): 24
Material: Corrugated Metal Pipe
U ID Number: POND A
(0.0) AEP - Access Point End of Pipe
1
Remark: A OUTFALL
(0.0) MWL - Miscellaneous Water Level
!1
U
(27.2) MWLS - Miscellaneous Water
Level Sag
It
(59.6) ACB - Access Point Catch
If
Basin Remark: POND A
Total Distance: 59.6
T ID Number: A OUTFALL
POSM Logo Registered Trademark
Created with the
report generator
Nassco C.C.T.V. Defect Code Information
Grade
Structural
O&M
Overall
5
0
0
0
4
0
0
0
3
0
0
0
2
2
0
2
1
0
0
0
Overall
2
0
2
Number of Defects
1
0
1
Pipe Rating
2100
0000
2100
Pipe Ratings Index
2
0
2
Nassco C.C.T.V. Defect Code Information
Circumferential
Value
Video
Cont
Location
Distance
Code
Joint
Ref
Defect
Dimension
At /
%
To
1st
2nd
From
00.50.5
0
AEP - Access Point End of Pipe
I
IA OUTFALL
00:01:0
MWL -Miscellaneous Water
0
0
60
Level
00:04:2
MWLS - Miscellaneous Water
27.2
5
264
Level S
00: :35
ACB -Access Point Catch
59.6
335
Basin
POND A
POSM Logo Registered Trademark
Created with the report generator
Recorded Plats
Prepared by Roudabush, Gale & Associates, Inc.
0
APPROVED FOR RECORDATION
AOENTBMM OF6YPONLROR9 OATF
PARCEL DATA:
TYPORYuO] lw
•DYRCE OF TRLP1ptAT R¢FFJtFI:G
Op APM PGIB IOLAf
GBm3e PGA]6
Op NW PG TB@ (PUT)
p0NP0 R3 ]0).tl! IPUn
OB Alm Po306@313 T)
m AlmPO m]M.T13(PLAn
w msm]fi ?B
I]9XVDM74 J81 n
DBGm3w lmm (RAn
oa
OH336PmvH (PUn
so6DxmAam (Pun
OB 1S]I PGA]NW NAtENOEO LG)
De 122R PD Am�m (cap
OWNER:
GLENIAORE PARTNERS LLG
PO BO%Oms
CIINO.OITE6YLLE NFOWU3IDm
OWNERS APPROVAL:
TUN, os]A60O-0 .omp0
TIE PIATTNO qv CEgGT pN CF THE F 0LL01NN0
DE6CRIOEO Lµp. SU®NSlgl PUT.PHAEE. gCTKtI
RGI f3lFIlYORE 9110UNaox.• IB N1Tx nlE FICe CONBEM
Ax O IX ACCOI(GW CE \NTI T1E OE9NE of TxE
ANpER61GXEOGN11ER6, PROPPoE10R8µOTRU91FF9, IF
ANY
r✓dpBL X/7hy
QEN PMI ``U--G�� ��GTE
a ==w AIb&"Ac-
CCMYONNFALTH OF VWOUIN
THEQmFOREGOIND MSIRUMEM W V ALI(FAY.TlFG0F00EPoRE
Ackc.,oac3•Y
ON BEHAIF OF OIFNLpRE PMTIERB LLC
TIISGTOF zL�.�y
NOTARY PYfilIC6 610NATIR E
wo..ro �:Iw
LEGENO:
NEY! E16dFxn:
AE 16•t3'AoBA ACCEfRi U9EYEM
OL•BA6EIx1E
0. •CFIRERIIIF
POE 20.3PRUVAIE 61pU.1 OIW1Mf£ FMENENT
(GLENYORE cpAowxTrAssxunox, u!C �
POEvµ•YµVElE 1UDIN PPNATESIOIW GRIlII AAiE FA6FYEM
WE 20• R✓LFIINORF Cd.MUNRTAWOLNTON.WC1
206WTMr HyER EA6ENOVT(µOELNUECO(JMY 6ERnff NRIpNnI
63E VAR•VAPY$E W.OMBAKTNR6ENR EA6£\0tl
:Mfll Vµ • VARW IE N1pn1 f91NAlE BR W6PNAiEIUTAYAGEVEV t USFJFM
(OLE 10.1PNE C NRYJ.660DATICN Nn
NE YNTFRl1NE EU9,IEMNLBOAWIE WJNIT SERVICE AV1xORRY)
NE 21A 21FTO¢INEF49E]AEMP.IBEMIAIERIVIT'9ER'/ICE AVAMOU
NE VAR. EVNlE36)IE EAOEYEAT (AbfMWLECWN1Y6ERVKEAUIMpRRY)
KE VAR • VMNBIE Y!-0}HYNTER4R.EiA9E11EM WOFAWCECOIRIIT bFRJICEAVTIYAT)
N UREAxm(MLMwNOTM 6PN£Vq fADIDRIII
BLaNIi EKtXF NJTTO E%C®3.5S7ONME6MR IRE PRFI➢LW.RYPUT
eDmNo eASFYFNIY ___ _
µ'Am•3T'�sS=]'6ENEMy1BFYARLE CAUMY6ERN:EAIRH?VI1�
PREPNiEfl 6T Cg WEETp]p FNR1LEDOLFNNOR£pCpl{A¢p-
CSIBIIPoHM33
PRFLWYlyry Nn=1
M,,
PLEJf10. 10 PRNATEYNRNIY UTFINL USEYEMIKmL 10136)
INISL'I ,,,T�,r N,,-GUST20.
E ]ME 6IREET61NTHI96U6UNapN WTIgT YEEWP
1D610
06 A]I2 PoS31
1f
.'Gf4PTAMCE WRl11E 6F.CRIGRI6Y8Ri1 pF8TATE NOHNAY6 HlO NtLI
POEJf10.Ds4m T66I0RN ORNWUE FISFYFM(OLEM.gRE LpYVIRp]YA6gpCNTpN, PM.)
NLRe¢NNMA11®fiYTNF NR(iNN DEPµIYERFOFTR.WSPo6rAlgNOR
oSAoss PXAI
T1E CIXINIYOF AIYFIygIE
POEt.%Vµ' VµNBIE N1D]H PRNAIE 6RNiY gYJfNOE EABEAIEM(CiFIIYCRE COMNVxItt AYOCIATION.INC )
] ALL 6(99ECUEMOMSICN90RO RF31WF6HVNDNE LILYCNf06UCN
6TREFf(8)SNGAN OH TNEµPPOVFDFINN PUT µDeHYL HAVE NO
P`R`A Po656
POE]-A10'IOPNNATE 610RM O0.VNWE FA5El4'VT(GIEµNIXiE fgL1YVN1 ASSCC1ATg1, V1C,)
IMAECUTENSF3u ONfO µf PI18LC6TREET
ODA)12 P00.21
e. TIE bTRFNISI1iFEA 611]l4N IffAEONaW1YE YANFDEOINALOpIpy{-,E
PGS%10'1CPRNATEORVNIGE EA6FISNT (GLENiDRECb.WYNtt A590CN1g1{INC.)
VATM M¢NBEµ41E LOLORY WATER PICII£CIgNCRgXN,CE
P TIE 6US1ECFflYIPF-RttFNOAN HEIO:CN APPEIA6TO BE6T1ATE01N
DS WI Pom'"n1PJ2b
P6fAx M'2TPRNATF BTORN OPAWAGE EABEYEM (GLEWWRf COYYUNIV ASSMNTNIN,INC)
FLOpp 2FWEA ND SASE FbOD EIEVATpN9pETEpyNEDAlII1 fLND]{21c
AE.8L9EflOOp ELEVATXH16 pETFYINEp µpIFWE;(UN6NAyFD1, N{EA
COA113 Po631
POF6.%13'13 PRNATE 9TgiY 0RAeYOEEA9EYEIR GLENYORE b}pAUHITYA$9pf:N]gV ING)
pEIERMNEDTO8E W1aL£TIO DYA AN1LV1 pINlCE FLQ^GPWNPER
[pAMIWRYPµEL 6109COm5W VdTHµ EFFECRVE GTE OF FESRLLl4Y1.
m6s
OR A]t3 P0021
86E2 N•30'453tM SEIl£RFl.6EMENi(HREWRIECOUHry 6ERNLENRIKPo]1')
10. TXE SUOIECf PRppEfltt 6lpKN NEAEPV L9NOTLOGTFpWµ
o6AN1 AlilH25
69E1-%3p•LIBWRMY6ENFA FABFYEMIAIIgANRLEG0YNtt6RMCEAUMWR(1
AM%IILTYRALFORFBfK DLTRCi OR A WAT[R9UPR.Y BHFA
DBA3li Po332.V0
11. TLE 61SpNQONI68FRvED 6YA RlINC WATER 91Rp.YAxD RISUC6EV.LT
CY6]ElL
GflE2Y.t0• W6NMAFY 6ENFA FA�AF)!T(ALSgWIIELpUNry 9ER1YE/yJIxORRy)
12 TXE pEVELMER RF9ET'ESALLTID6E YM1FRµ09E'AER Fv18FMEVf9
WAIOS PO S63
65E]>.3D.20'BN1RNtY 6EWFft EA4MEM(NBEYWEOpUN1Y 9ERNCEAUIIIORRT)
TIAT 1NlLREREWIREDBYICSAIN OROERlp A65UYE TXEYNN]ONyCE
OB3N2 PO60IiII
RE6P('AVNLIry FOR}XEbE U]RInE3.
I] TIE DEVELOPER RE6ERVF6IHE RINRTO fAEATE, flLY16E, RELOCAIEM
60G-%'gl•W0121`06 SEWCREA4AIENT IµBELWfIE NLVRY 6ERNCE /J]I1g0TY)
DBAN3PoB31
VAGTED NITPA4EYEMA9 MELES9µY. 50lCN0 /d ifD: PRaYER
AVRIaiITTAyyEES, REOAIGLE6g OFTNEQYE OFNN bT
SY
W4112 EHNIN PRNAlE md1YWA1FA WYAGEYEMFA6EYEMIDLENYORE COYWWTY ASbpCNTg1,N41
D0013 Po 031
N. IA INMN1pMVE aT:e ARE NI.q•MTOEAST a11NE 6U&ECT PRCPFAIY
OR NE(IE OfiSERVEp INTXE CAIRfSE OPTHE
IL VP•
6YM1.A Vµ. VN4m K1D1H PPoVAlE 6IORMWIRERANNApEYEM EA6ENEN1(pIFjYAORE CCYYVNRT A55OCNTIQY IAV.)
SURN:Y
13. ALL NNIEA, BAgTARY.Wp 3101Y16Ey8A ryWVAIE µOPLBLIC)EAYIAENB.. _
DSA06 Pp 855
VIEA LI• MVNTERIINE EABEMEM(PLBFWALE fAUxIT'SETICE WIIgIOttI
6HJ 6ECEMEREp ON TIFA63UET lOG1NNl9pF1NE
DBAT13Po621
UNIFgVARETp
U]Iury ULEB AN0µP1PR6VNICE9
16 11E PRNATE ROAD gNiMdFYIAYB&R]MINEREONAIF'. HEREBY
VAEIVI30. W VNTEK WEEA9EL0:NFNLE4NAIEpGUNtt 6E{NICEAI]MQ9RT!
Alll PGm1DA33
DEDIGTEOµ NCNEACllI3hF WATEWNEA]ID SWRµySENFR
G`+EYEMSTO
TCCIRP EA111NS
µIIJLVµ•VAWABlPN10TN WATERLWE FASFAIEMNLHELMl4E COLWtt 6FRNCE AVR10N1V) Ot>
ou"INPONS
NA`NREYMLUCp
I] NLLOi6O]NTNxABIRIDVNi NTETUi 0.^f.1PNFS NIM SEC]HYIA]t OF
THEALSEMVLLE fAUNIT IDNIMOpImIWlICF
�ePLIV
NEditD. Ne FABEYExT (AISEYARFLOINIYSEIINCE AUTtlRIL]
Ifl UF HCYEOPENSPACESEN EON NLE TO BE DNTEpµOYNMNNEDBY
lNEOMIERS
i13 621
W 4712PG
NE4A NA•�,u Po;W�EA9EYENT (NDEWRIE WUNry9ERNfE.WllClylY)
A550CNT
IAIION.
DUN
NUMBEROF IDMLUNO UNITS FOR GLENMORE SECTION IF ACCORDING TO2HA 200Fdi6
WCTIONM.
23 OVIFWNG UN]6
SECTION K2C.
33 DA£LLING IMITB
SECTION K2GI1:
RWEI:
NONELIING UN"
RNBE2
130N41IN3 UNTSPIYWG9FG
R41E3:
1p W.EllIN9 UNR6 PgOPC6E0
RRn[
110 PAFLLIxO UErtB
AREA TABUUTIONS:
Im ryµCA$AµOB) allY]nGPfS
PRNATE MGHT F AYB ID01 NYlfB
WEN 6PAC P011 ACRE9
LOt
REWINOFR WTIPMHSODWODIN 21.T3JAaiE6
AREAS WRHIN THE ACSA AGRkFMFM LINE
1HE ENIIRETTWL0161-0. Km, WEN6PACEAµO
OPFH SPACE L µE BRWTID VAIWN TIE AC6A BOUNDViY
A6iFFLEM WEN 6PACEBIS6ITGTD W1610EWTNE
AC&L BOUNOµY AGflEEHENi
TABLE OF COMIIAS:
1-COWRa
26-6UIUZU.. PLAT
6B-AG4A EA8FMF.NT RAT
n
11.-T- FMfYPJIFRAT
TIBIFAAw PRW'iFRS
1615-PROFFEW
49N6 . qN k
REV.AIw .mt]
COVER SHEET
u0 3m
/0/Z311
riwo
SUBDIVISION PLAT
SECTION K20-11
PHASE I
GLENMORE SUBDIVISION
sFATI6YiLlEB6RUGf
NHEIYl6E C W HIY. NRGIIM
DECEY6FRA2M6 I •NE1OF13T
,,R1F NA
FIIE M
ROUDABUSS, GALS & ASSOCIAIM, INC,
® YLWVGYDgYAFmD lAPAS P.ANNdv
R�� PM[�Cii® OYL ANI41�OLw�Y1NYl®
OPEN SPACEA
]otl.fc
EILOT$ I
E o
TAPeO.USIQRNC,'O
OPFxlPAGEC
P:EOY(x?IFgyBOppppA]p
PA!]1SPo6N
0 80 Po in
ww. ,E 1M1T
LOT] I;
� � ,rEOf`� i\ LiLD2T�I 1 EI P�Xk I
LOT
y LOTS /
\ 4\
LOTS \ 5n
1 \l J
La
PA
LOTO
gb p 2 N
° 4 5 �, •y
xsrw,ramu1 �� c] r \ 5
L0T 6E \ /
TO I � f tk I e>42et:
LOTM
!WVT
OPFE] ePACEC
s1
J P r a,T6O
to A
Uhl CIILWE 6 IATO \
OPENSPACEA
mloP
�a� XvxPe
G°Ex VMFI /
WEOYOxIIEffJ®GWNGC8IP
y Bf)1]PobH f!a
E1fa81pY
x>fYew•e fa � `\
I � �
-
ILOT 1 / <o,§
/11
yb ,41X O. p
SUBDIVISION PLAT
SECTION K2C4I
PHASE
GLENMORE SUBDIVISION
/ NAi]SVLLIE piY1NCf
/ NBF]P%EGgIN1Y, Wie1H,
/ NECEYB=A t],m18]
1EVJNNlSl.m,] 1HIL'�Y.� xOFts
cr;11.1•eJ—�= ' ROUDABUSR, GALE & ASSOCIATES, INC
\SUBDIVISION PLAT •amu�vo-eX�r,ee Gam/
XAvlNsn m: o..cwXx / noexwss�.w]«r®- xowv.,uvs
AA
]OT49
l0J"$QFT
1 +a �w 1arJJ
c e �
' ILM30
9
rRmAU
012
\
s• y
`
R 8tl
I n
�•
Aga
—
•
=hD "
K
�t■
/
�j1�
s MI.+
t
� awn eorr
"'I �E�
a Ro1w
,a'Y
W NSPACEC
'49T Mi4d&
qQ
a
E.ylnweer
re
tE1-.I1E.w \ M
��
e I \
LM 61 \
L\ fP
i� ,g / / • LOT 53
L(FTeJ tlaemcr
o w eo tte sF
4'
�a� � a
_` Ye]rrpppJlr
1
1 ]
1 ,1
t!r 1
1 1
\,W
WTI 11
1 t Twaf lw•p9M10
1 WTA4
1
1
YrN\1rtrMONq&IFNJORE IaSMYWAnVt]FNfiYr I SulE+l+cli PxN11+]C-1MYLaWledxg, he NMWrre350-WP
OPEN SPACE C
zwx
V
0
C SUBDIVISION PUT
SECTION MZ f
PHASE
GLENMORE SUBDIVISION
eQ eNLEP6 PoC
.Jl
le
j) JlWO PECENeEet>,]ne
,� \ xEV NNESi ]011 eC..121'�1p fi1EtT
xIEL] ]OF16
q4 ROUDABUS$ GALE A ASSOCIATPS, MC
♦ �'m]4 Y✓IrVerogl.wnl.V.y /Llr'e.'MD
SUBAe®YY: GDMSIONPLATJOeWII
PREPe•Y4Nv.11Rf„�_.py •gpp,YMeL I
PAEENQVINEMMM4pOO2lP / mmaPo aar
oWyrs" mm:Paul
TE M ? N:INM N•1'tY1rE t00.ti
yiYrNl.�p( � •Q• E1NtlMM plf � �
OPEN SPACE
,P OPEN SPAMA � • ` 1 i LOT2
aaIPIC / ad•*� ,� 1 4c1 '0.7bAE I
LOf2
LOT 4
Pww
au
'tt`• \ LOT \ / VI OROMSIRO%jNW
}t t0.>p EOjj TAW.
L� / SSM (aTul
xy11Na £
CYINYPLiP NLrxnre mlA2R4f4
ATE
4 I r &
14^WaA6NWNlw C ` LOiO
s
mFxumc�AR"WE uc rcmw I z LorT 1 a J t°�'-�
mmwsPOro oe•�r II LOTe
m WWPoIFG LOTP
W",JMH2 EZMn SI LOTSI /
J4 f00AC.RE41di16wAY x / / t° it
Il.laaAUlP9 RlEN1 # I— — I $ — p/ \ s,\ aa»n
8 as 6 t`1 ya e
N 6]'N'1r6 � AINOWT
1 t M
xE1'ArtrE aueROTALI �� ai / l� LOTm \ q
Nw/m.tl`TCPONET q„ LOTST
E.YuIN¢a�'} LOTde i Nk I 1 klSS
t
a ao e° taa yjEk.:i �-II I g y 9a@t� n
SUBDIVISION PLAT
a p.gyrwla/r a /�. °dElr OPEN2SAc C 5 SECTION K2C-II
tj6�j °ie� xP••w LOT E6 t^{ y t+• "RF PHASE
� w PNSEI
GLENMORE SUBNISKN
uml •u k WEB e0EgWM ARWN 3 11VY WL, Y u (y x]M1MG] NEFEMNIE CgW1T.NRdIN
& uc xwma yy � oavAc E 1 �-- /iuE•"r' \ EYutuuuu
y b���rf C •' , '� oecPruex 33'' e`ep enwa+°T i a ICSSt.N �NaP M13CMll LOT Rtv:JuxE l fie•.V.m
ea o
'ff iuyyYrw ' 4P qa "p1�AC \ M ROUDABUSH, GALE& ASSOCIAM, INC
� i aww,oRN,wV,aNGP,MTID/Y '
SUBDMSION PLAT '' LOTm 1 ¢' \ Nn'.IzerE+yOY �• ® .�iei�cm.�® ? e
PIerAREEat^.P.AemAx \ a 6�6OFT I I Iweumw.Nx4rm.Re Ngnwarwox
/ I
� cDlcvmr jd�/
Qa+OMPO ile /
e y/
Al
/ K
.,,f$$u� / 1
iF 1,41 TM^eWfaaPl.6Npx / /
_LOTH r /
I
/ / / \ 1M1PWWGDWM'IN _ I
/ / '1LWIEDPARILER&.T r — I I 'o
/ 6ELTCN 01 � I
�/ eLM a MinaH'E „iS' \ li
N m•2P11•E NIY+,
b•8 HJr Sur �)r.�_V• I
�• / OM,BTRMLNtMOATIXLZOXEIaTAIE) ~fir a NA
NY•.E
q
6 „lrr'qN 3333C
/ t APPBOCW.TELOGIKN OF Oy § ul,
f.'1' oue eNFAKwLxMTI[N1rLYa:IfIDW1) ' Nam. f gs
r led aEM.W'ONI OF N,wWLe f
j/ OPEN WP E B 1w �w{ 1
rAma f /
+.1txAC O WOBEPwNr1WMUC Ss
Ooll
oe+exemne
ara n004MM42
'w sayr, 0A,13M+x gP/
OBM19Wix
1111G,uMb / relPway509OxODOe
Nuuae torn
LOTH
\ 001 1
It
/� ' 1 1 NoeQe,x.Tl ^ IMK"E8 i'
i � /' \� MaBLtNr Nnme
\ 1 1 l ' — ` _'1�\ / nwar.Maa•roaww \\\ �� — _ 6/z3/�7 Y \ \ rawwaumaraxmo
SUBDIVISION PLAT
r r IDRmaAs/Oar.Owo LOTT
/ Lors SECTION K2G1
PHASE I
\GLENMORE SUBDIVISION
ArHFLaWEcouMv.nnOwu
// aW.+6wroNaCOrIXU \\y / Lora /\�\ `� \NEY.N(•Ex9.Ior ES
OECE 1*xxl� IDLT
rw >� `� \\ RLEW iota
_-_�� _1_� cot+ -`- ROUDABUSFI, GALE & ASSOQATBS• INC.
__'L��noe'sx,,��i\ / qv�"+� ywr to _ , r"'0EV• / / ruracwan �._�
orazncmrm SUS oai0o w '�'�°N�a:ss "'ue..woio iraa®
O1yW\TMBIOT3e1-atFNNORF105NI0AA1MxC-0yINn 15WeI%.n rmNw-rx.o-lV.na 30.160.q Ora rxwra 35a-WPOT - - ,
m
OPEN SPACEA
eAaEuelr oETu
WgcATE9 �
TYIEOf is NOIWIEB
weld=xr wmTxa
eAseRtxr
LOTS
I LOT"
Li
LAW a
I nw wlextQ>uAwu /•
Of6YHPAfEA
TIP O3'A16.Y(LLCGY.V - - OPfNPgMMb4712R I1.StP
3PALEL Wg1gi3Po k2l exl I I
A4DIWVTAer WM041 gl3li I I
.T,tPoax,
a4-
��
OPEN SPACE A ' 4ft
0 40 00 120
LOT2 LOT d
Lm3
Lmf CL VAR
Is.III
It a ;a
Tm ItCL Is
s c u (w
LOTS MUN1NµAY VAR rxRty�,
A.Z 5Y
INC
CL 1 VAR
Is
10 a
lma N, VIE
a kt,•Y �1 T
m I, Lmez Q� }jib
LOT7 Is
10
fit'' =61 �a®/
CL R�
,
A.aT.aT 1. a r
� LOT 80
M \
d Sn o
VIE
Is j o' 3 Lm eo
LOTH
LOT / / '� •�t+
P SUBDIVISION PLAT
SECTION K2C-II
oPSN SPACE {Fyp / / / , 0 PHASE
Lm Ee 44t 3�oA r \ y-\/ r GLENMORE SUBDIVISION
•S�t I � �/ / � �y�/// // 4LOIieVLLIE .gmBTiK!
�j\/{\I� NBFTNWF CtlIMYR
oEtelRal 13
a's P.m staff
RLV ' JgIEMMIT rA1e1•owls
Is. LOTss Lfq p. ROUDABUSH, GALE & ASSOCIATES INC.
We � , R �p R4NRVRYGRR ANJIAAID IIAH4BIM
^•r �.P / SUBDIVISION PLAT ® R`Iv^mIRRx °o- wVu� AIa�®
xrR aa,T r PRFPARm sr-P.3aPAx "�R"^r�'
kNdon N+AiBI-10C-0AY-YN-3016M40¢MaWIu�350-N90i -
L2GWOTASE3 OPGISP�H61 A Ct°L9
PEWIm)f0011mMA'IOOs�'
ow ct mmlPosit
astTac 1'�_
�114 c ,SbC1/ sr�ManP� �
/ CL'
M
RF/HUXIEROF
t3wPW6{ONIgICO
PP
OLEasmo MRi(wj
m WM➢016 (BLV
m.M3P
m IMA
MIPoQ
mI5 m I011m]Y]
Y/MALWE21/mMY141
Rl.>YIACflES /NflN
EAYFMERCEfAL
MpC 1F] M4
TYPIOF tP Immm
P.MELEN! W10114W
PA]EYPNI
•Lrlill Or r, �
w gROM
uc.ratm
8
0 40 0) t20
3MGALTMM10A357�W IIEMSMHMA7p=W
0.•ENEPAfEC
�nAravrxSxirPoallloaPsly
/ mmlPosa,
OPEN WALE A
OPEN SPACE A
_ LOT)
LOTS
LOTS
CL u
m S
CL is s T 9
AE LOTu
13 MME)
LOTaLOT
;'.42
Aq.DaPM .3%-IM2
Lm2
LOT]
LOT 4
a
CL
+E g
a
M is U
4
]3E
Is
1C
n•1
vre
LOTS
is
V1t
.0'sNftfl�o"'
MOST
M,rpynle
0.
M1L�
P•
VAR
11LVIE
O
a
ID
111~�
f
b1Q
LOT 02
LOT 61
µE LOT W
L 9
jytb
n..2f 5, CL C4
G 15 �� B
LOT 57 4 ��
LOTSS
SUBDIVISION PLAT
OPEN SPACE C
ASECTION K2C-0PHASEI
LENMORE SUBDIVISION
BM)BMLLEOL41MC3
Zl- nLBPNrItEGCYHIY NRGIMA
M,T,TCFM1t BtLEET7 P ..Nw 17 SEWER 1••MIC �
m LOT 55 fllE to ]61]
YJfi
s0 ROUDABUSR, GALS & ASSOCIATES, INC.
A.rir OnT/�'Y�r�N�i0.61nveNaMANo wo
P '3M1t ACSA EASEMENT PLAT ®�+�• ��'••
PnerAamm:o.AiwaN Ooi.,..e.Ic.n�r.etrayawMml ,
/ / EYEJETlf OET.0
,VPEOP 10 tltllC,,,FB
EY61pii
OP PRFSERVEOOYRdl ®Af'4B
PERHIEHVLLECOYNirE15
/ \ i,
6 �✓
ilO0E S01i%•l>R1\ � L
I iJpRpltlNi.T=E�`�T�1
4
1 TW WJISIT[i0p8p0
LOTS
TWO%ASJGdBG w 1
wrl 1
1
1
- 1 /
1,
1 rWw.uslaceanp
1
1
1
1Wuus:amooao
1O11
1
,
dEAltJ9f PARINERS� LLC
OB NXPoM(B{^I
691W PoIi•
\
OB IJYIPoipAt
1
NIW PoQ
W IMJPoJG]
1
il.]2TACAEt IAETN
�4 L
CL
WE
Ii6
rk)
�ly4ltii
1 1
1 u
M JOIIGM
1 _ LIC.R1Tl•
1
EP �AV7
SUBDIVISION PLAT
sari SECTION K2C-II LOT,
PHASE 1
1 ns Wisnasmsro
GLENMORE SUBDIVISION
11f
1
1
IIkY N1E 2T.]%i BIME�iV 00
(.� 1 1 fllP L1
1
ROUDABUSH, GALE & ASSOCfATBS, INC.
So 1 mwreroR.wiuuxowwmmw.
ff
�NCSA ® ••mmioRwRwm:mvcusrm
EASEMENT PIAT
8 44444E PRVJREO EY:0.JOIWN nnewma.rua,sm.er nRmpy,m
bfWYARNUNfMNAY 1 - - T b
J K4
LOTH kf
ff
LOT
LOT" d LOT SS
i �T [,,OPEx SPACE t
' LOT SS
0 40 Ba 1"<3 LOT 49
�B
LOT a
PDE
LOT W »
FEInPJOFlfK l Jl
TNPGLn6gWWIW
l AMC6A
GLIXNBRE PMINERR, 4C
oB AN9ro MpLy �frt. LOTSI
mtwero�m $
OBJNNro ma! "�
Be�aoorou _
IMAa1J% vAR ai LOT 61 � v
il>iJAWGS IIhIN
\ \ LOT 67 /
LOT S2 --11
wEalexTOETAs \\ \ •. A ` ^ ^/
T'ICM S IfmluTal PE[
_�sfncels¢_- PLB
rtorA4 t I
— — —` OPEN SPACE C
JBIMN
d Lnxo.nn
VAR�IOM1 4e WtM1
_ dpy
1 — _
VAR t$ SUBDIVISION PLAT
--------
'��I � 'N`T — 1 1 ` SECTION K2C•11
`\ fin PHASE
t GLENMORE SUBDIVISION
1 1 1 \\ \T• �At ♦ ICOTiBVRLl OsmlCl
nP(BHSIQIACBJW I \ qq\ M1P\b NEFMWIECWNIY.VF(i114
SO1 LOTI 1 1 ��y.\ \ REVJ NI] BEGFI6lRlJ.m1E fl�£f
liaa \ x �f Pia 1t Of 16
5 1 \ fILf N)
1 TWLPTN 11 `ae/ �\ppp ��j(� ROUDABUSK GALE & ASSOCIAISS INC
1 S b\ \ \ t\ 1 �
RB pTE JNtlMY-3'. M10 1 \
STORM EASEMENT PLAT
CY
xAxxH
ARiIIaIV 11
pl(IMUNom
CNpxP xEA1W
pELTA AxoLP
c,
2uaar
/fur
IWIr
faf•inre
vYN•
Ci
W.Ew
WIV
TL1'
NN W
frgq•
4
33fLr
]p01'
iifar
142W1rW
llM
CS
aaLY
/W.m
147"
sdl rrw
22v 3•
C1
2ILar
Wa
Wlr
Ic rw
Irma-
P
aNbr
TGSt
Tslr
s3Yyys'W
/rY01'
a
=or
Taff"
al.sl'
sarN w
N•NYr
ce
aSow
YAO'
claw
NWOWE
s']IY•
CIS
viaN•
isir
Tb Y
Na/ a
12Y
C11
i2EW
WX
W]A•
Ncr E
1`JYY
Ci
42MV
4am
a
NOy'D•E
V% l
C13
37M
Tla
stir
v2PN•irE
1 r
Clc
a[Ar
[Lx
YW'
silYria•[
Ir11W
Ca
NOWE
t@
acrYYrE
s•NYr
Cw
law
Intl'
xWtlYG•e
friiyr
CtT
[].W'
War
fWYIrE
iarsrwl'
cis
aow
Mp'
xarNYa•W
iomw
cf
am
ILiw
xl1•JZ(I'W
srWla-
CW
Wp
War
N2rLyr[
WillOr
e31
pqNOI•
N" Ircre
arnw•C23
E3rr
11,
asrWlr[
aafls•C22
NLW'
lssm
xN•isbrqc
Ea.W
i"
•W'A'Lr[
rinr
CL
N6W'
TLH'
vcr2a4ra
1r[fa1•
NlW'
W./r
sarlYY•[
Cia
il[.Or
1K16'
NWAEWE
41•cT1Y
—camin
M\pIW
ANCLE220111
MLMI21pM
CWn@aAlw10
CELTA ANtxa
C22
31E10'
IGIAll
1M]S
NN 41 E
21481W
CIA,
2INAW
SIMPWa
NMMCC•E
Wariv
CIO
]1aDr
NEW'
apAE
siaM rw
1rM]E-
Cal
]a{Yr
a"
Elal•
saw f w
E•Ntlr
Caa
325
aam
[bR
Esl ) w
12`2wY-
C31
12LOE'
11M,
ME
& WWZZ• W
lmw
Cu
12LW
WM'
WII
B rW
11•W]r
C2L
uIEO'
ux
LEN
-s W'rlYriv
1'!'019r
CL
atLW'
am-
sonairw
/rl2T
Ca
223EC
loam
iltm
21n1 w
arIITl'
CL
LLW
Sam
aLx
NN•FYE
L AEW
WAVE
MgUL
1 cWXRca NCM
I calm BEMNO1
DELTANWIE
DCl
2— N.m
N lr
OmrN•w
1rM111-
EC/
l"JW Ny
iair
LsrYErw
"WW
LC1
NOp' J alm
Wl'
I Lr3r21•E
I m1Ra•
Cu
aaw I alE
ilr
vuv2TO•e
N•
YNE eFAWIq pIrTANCe
LI
B-
LT!
u
We
sigu4rErw
am'
u
xWene•w
aw•
u
N1
a0Y
u
WUwi
aNWa
am•
Lf
8]L•iL•IrW
1[W'
uxe
EPANna
axrAxlx
W.1
i1[W'crE
1Ew
r
Cc. Tax r
cnWa pmvmrlVCOT)
WvoAMNnv
sW ccoxty OwA2LTNAALe swan
ftw WYw,
I2epo..benl eiCwneYly Ardryoul Ena' Wax'+vA IxvY Fu'te)
NI blUelln auqWbL
Cenwnrwy Wnl^.33 vNHiN Prta(aabMwQIBPp'aah'al
Mox(Wlx/L®L AaINO WYWIa FlN
CemnpW 16, isgT
cAa AW `ca LNlled PeINwLM1ip
Lb Nk112NBwriW
Po s
CEeWlaadbwlb. Vv 2Was
BE' ZMA3WadW16 •bmlwv, 9edlon N2, LaeW Pmpery
Dvarll.•
TIN 6aW msupnllm+PavlNd lour IazaNnC eppYWbnfaALD0 001san NwembeL
t<, 30s1.YWllmadlN hvm RA- Wnal Mea unh0 dbila Iv PRo-Fxmatl RavYenllel
I NWlwr ye:ml1vhn Nvened nP� v411vtl
wIcer Uo 2W and dated at4,Wdw Aouvn PM dvlM November
tMv.. Rvav MabxmvtivcuneM fw my Ahnf eplCmYenavM lgnN vn tllla
pnpdy.
Tlw 9aWe amen WemuWd w EPprwN olds nquveted aNvd ebp®naxor.
A pdaea EVEN nquv4rtl ua4WEYauO. OdWr vM ptvlU, OV mONmmcml Nan
u,Wl byWPWntCCanlNubnat p &Pull21,3mi~W g T1w PbnnLW
CaNNWYn abv �pweE v wNerb pm.Wv atbvvb qn el llrbb tvmpl vn Farl4Npm
Rvtl vtl Caml CnetR®d Fer FmNNi-n aid CvmYI CIatA Fatlq B pNv1 pvM vn an '
ebb of tln vvnat onyxa, appmd. TM swk N fivpeMeon gglv.M Mo IouNon el Ma
peiW vn VW AppkWan %en tlNed Nowmbm 1c, 300F.
Pbam W advbed Mal dtM1vuah N'e Nbemslb C.t, Ecs meupanlean bvn aracn
on tlW Projectnv(ed abcvv.nv —vn My pmpNtV .approved abaw may 1r 11y
Ecgb u Wusvppllobbappr aia here Even,vicelvedand condwens Ww boonmd
TWelncludec
cmlpllLn<n IVIM ePWneEb PRCFFERs end APPLN:APCN PLAN;
eppmvol obnd ING GO o UA O ENE PLAN eMior 8l1aCMAON PLAT; and
eppmvvl ole2DNINa CCl1PYANCE CLEARANCE
d111unewqueetlaamm .aCud,p lfeabvnmaed emati pbWv do wet heWWto I
LaIfYl6baN Pm=rcl vt 26&5Lf2.
Cteclaai BEWW
I m
aPYN1C
OIITAICE
OLI
91 4 W
2ur
IXi
'W=rW
Llr
Ot3
NTr=rW
12p1
c4
,WIM-E
ur
IXa
NIVWUI-W
lam
W
NmFWE
3E1r
W
enYlWE
2621'
Pu
'NaM-e
Wa
Cll
N114rN'E
2M,
WE
22rinrE
a
ME
IWAWIW
I MANGE
MIS
m W r
am
%%lb
xT"e W
law
'M20
RlT34 IV
a.N
Wlal
marawaa'W
ar
YM1a
"mInIN
a.Tr
M23
NararCN
all
Yll2c
MIPNa]•N
sAP
SUBDIVISION PLAT
SECTION H2C41
Ar47 PHASE
� Y—Lbg sansvapWwc
NOE4aLECgM1Y, NNdNN
CECEIYFA 13AIs
NV..aIiE LS 2Nl sGLLE'1'.W Ia CFta
%IEY
ROUDABUS11, GALE & ASSOCIAIES, INC,
® WgVN1WrANOIAIAi pA11rp1I
..aeWmN�-o+xmloaNW�wN�
ww rm®. N.,le,u®.oua.eNula•+wleal
C"
Od®m� _K_
Amadd Prafla
(AmmdmmrN_]
PROFFERFORTI
Dine. Tlmembm ta. 90V!
2MAN 3006016
Ta MeP ed Pm JN 9m(e) To Msv 9l P.r�I. AI -I ASl eAla Mine t9 74
_i:14IliQ10n. efT.Mm�91}��. It IR�.�e
11133 Awmb -.i from ➢RrwA b_pg{p_
Tbc gem hwbym.'e ypoffmd if Alhemuu Camly pond ofsupmviaw alum
emm L PmpYly 6 W AA b fM PSD mvtgq dhahY m .q-.d, pm O dW
dmebP tin Properly m rand xim Ibe fiJlawiae paffered dv.NaPbeY mvdhiam (mr4 e
"P.S ,' and mpmdrdy, tin T ffvd'J, wud x®adlt
pvnurd b &minim 152-UM of tm Cade of Vi�gima, 19M, u vmm&A am pveuel b
Smmv 1J3 ay be Alhemme Coomy Z 1, QJmmm. 1(rnoaies Ppplirapvn Z!M L106-
015Udwi4P'aHoeheill¢9adimclYb =L mJvadevd am omdaQm
'Ibim RORaBmY_mrabaB Nambtra Apppufim Plme�'MYxx Plm, plmmga",
daldNvvwhm2, 1990, and pmvm by pmsr Aewimu Ivc., p:c APPllogm Plm rmrLLvl
'plmmv Plmvdl,- .._ . . Dvrvivper v Appprmlm Plm fa lM.199-016, tlwd Apol 12,
i000 and mau ry!& pyde plm emWe� Ypevmmv Sm'im K2", demtl Jom 15, 2 WJ, Im1
mod NmmEo la, Nqi, andpvperrd bp]toudeblWe Ddq emd Awebb, lna.
1. Thedewlvpmm9ldel'mpmyda umimdbUmmu aumm bydBW mdm
swmm 19U.1(I), (5), (6), (�.(8), OJ, (101 W (11)mi max row vpowm by apmid
.,tmtmd 9mpm 193](2),(4),(n,(9),(10)md(Il)afpm Zweg ONimooe of
A1hmWc Cmum], Vpplem�mdve&mm•- •myths "Zvdoe^" m"mil y
"Comu+'jm dmaSwpma memePstmNm.®sc la,b mpuofWalsh uv
muddhmna Tkrtsdaid davciopmmt m dmPmxny aF 1 II mt evmd am
hndmd � pIEJ d'ae rmpy mlm. pratamt.,mmm m plo) d�g1. pmpy
dwslpvp m14 mcnry-a1x (]6)eiogm fuvpydwcplggmW w m ad m m, mdau
cpmtd a put a(6a dNh[ hmdrod thlt ¢i (6 U) db emSmlal bGl ®me PRD by
21AA 94016; 4vry-fom(ln riq¢c f milY dxcl'ny unW ve mumcJ u pinto( W tha
tlglttmi:d dLmm (813) udbmYhmiud b �me PqD by ZMA 99-016.
'2.--.=1nat0enumbu4a-4mmfamlir-snmwsYmlfacdtu(`: m4�ammewvem.
1lWm. uilt'm me(1) yw e0v the ilea n[eppvvil a'TAfA 20061016, @e Owrehap
indium Infm vmpc b 0e Camtyfm Whir mvo la din 41A5 emniv Pmnx'ey
w, m a8awv m Amcbmem A, udtlm "Dlamme IJraxax ]1W4 Pmd &Wbll,•
PrrPVd by Aamahuh, f3vt and Aemcelu, ma and Oeo-d Jov 18, 510) (fin
'pmmway Tnp Mn7. Sach ftrmmvnY]1apMumry br bnerud m m:mmll9 agmtl
byma D,waad W Camry and ucbdu Pa PemaaYuu onPmellY ivamdd bbo
bclvdadu t6r PrerwaY Inm:mAm p:offa m. b a(91A ]9.16^ (inch pmffrr
cmvc:ty M. .• . u ptaffm a.6 of"A1A 99-]�mtl We eddvioml unrmmprir'ug e
mrvm®aft/98 cvn ProHmW pusumlb 0� TJ.(A]OP6-0Id.
A Pdm b ddia:im vfde OrmwaYT+d Mob me CeumY, a ballduga AJl
be wevmmd, m mvtm vilNu the Ommm9y TmTAro wlmm116eYmaYt of
LLm CLadY and p atop yc mh¢xim Prcavvcd m iunYnnd ueu amp for
embp51e89adevdm soil of �ridm8v4 .
mandm F-^^:w•..:._Ic b
mllimi!m 4 pre rlem¢N aabwR lmrd ofdutivma andd dubs, and
clesmq ot0a rrva.
p. PdmbdWmlm oM.(I "TrvlAvblheC Y,fm0. tiny
Pm:min de gummy Trill M W ib mvsam:+.+v�u eYrmmub0e
P'v®e Nl fin rv11—ofN .ud mmmma and Pmna NWc
Qle c v pub and w, �ndk, eolJe orvWZ slmm mnnl We
mct pvKdd t�ru:8 mLity and o-.mv."ellmv p Camry'a mad
din m(r aflhe ur®ml inn bbe u me mmwuy. N:ludb6 im
emNidrmmt dmg bmdo and assay impvwemm, em do ml
a0mrwm n�fw xiW pn Cvmq'e fmva um of We geeawey Tr4 ue
Pvmwy.
C ]1mOwcrdeltemvryW g .y TidlMu by Ilod of0ill and psummt
A& t]het)ud ebap bamrmnpeviedtyambdivirimpW dmpkpae Ub
gama'+Y Tmil Aw and 1ur1N a neap m tlm :he (lreeweY 1}ep Av ie
deaf mrpabpc wa rNpm m pvvvou and manmom canmocdwl Wn
Ac II¢d. 1(Y lhotimv Ndd�'rerlmy thv 0�>q Trap Aru n mt dvdiam
by min®pmpinB mbtllvirim P14IDc Omc eWll pry 0¢ mAr vfeunryiag
din Dmn'.YY TrillArta prmPmlv9dembdiicm Plmmvbv ertyA paymblompm IYnrdorafC®.mimlrylMtlmmevl W de Oamry Atla:my,
W Pmmmlblm, a,.9 Aum md1LL4aVTaridd Wu da Dedulea
tam epparm Jry tin Cmur:ry Avvmy,
p AJLa dadimdom pm Ctanxq Tmp Arm dill mnlmmbEemmlmuapo
Kuu fot de pvpmn of pn 6lmmum M1 W Yr Plm end ro;ubm dmd:y
Ta odM pd':ic eepeb Woe m Cappd Impmrmm: Projmta, the Onw ebas mind! we
eimm-moimad evcbrM W decry dolbn a16,590)1v mEm rM1a PYPrsa ar
0md:4ivmtPatmdm. potrlia �0'. msaal Puhedlib:vryimlavvwrffim offm
pvWiearM m only lmp 63 l="d Thepmlotmd rmaihaYon Sill
b: Pdd b Amwmlc ComtryPdorb 0o iawmoo[abulldivg P=mil [mamcklx
To povide opbl far Albmum C..* Af4deNe Nm sProPmt do px'a" doll
memtrm rwlbo vimla &a Sflv-na tlollm WS511 o ruh bra
E
SUBDIVISION PLAT
K/r� SECTION K2C-II
PHASE
GLENMORE SUBDIVISION
SCITIIEVILLE I1L51PICT
ArHFINN£ IYAIHIT. VIftG'N1
11lrr.eY0UMT
ftviwhq PmP,m lbvp¢lot oa4 mmnbwim PhrllbapPldb Alb®e.b Cowtypd¢
b W I.avmw a[abw3dmgpwul for cvb bt
5. avg alam=y I, 3D3g,Wmow: otcuhcmwbuEoe rvgb by PmB=mwb=3
ow ]m auo En
multiplyi, tlivpaQmilrad,vmE3wimm fm Aapry ly=by afrPdiq
Worwn=at¢MrwrL rbeEbP Eu lvdavo[D=xpb=]cmo ycarp dorglW
®Imdm>� mw I mmollY mdc4 ®e the dv:m�i= olvmrn ehPLL by the LW¢ u r
Dembc I blbemxdug cPlmdm 3�. Pm mu uab rmlabuEm Wyly bringyv
mir�f mirmY, du otgaidbvmm:vl➢+riwabill bermvpmrlmglY Wjwo-d evh
Y�
Q bvrJvbf+orldevhigh=level o[Brevov W9�xl Cvvhvl0m uPequbed by
wmd Sbsmdloeel �tgulepov, the Gvn�¢lLll Pdopl PmMmOm➢mmime aol
p au�OL li¢LLlbe.movl vld'utmhNmmmdpvrlde oWoccl poolmtmo f=
vw ba 'ullYprwvb=vupa Ibeso pm«ilmn mpmtiva r8a11 ivcludc
A [ycilr�bu:un avcrip Wah tbmmtmsehm 30 Pvm ofWv}wivgia
d'wmbrdY up'pviW a tmb F¢ Wepappu of Odaprolf=, Jimvbed men
will bed�Pd by Ew Pm®vm Awd ty:c-.dvvfhe vGive BdS plm mdh
ey'wmaPbv_i "-addHmlt wmagdirbrimcemd �Judemmwhm
p ,�r=WI®Yvahvb�lmlellad:
a. Udtivwimrcivfvmdvlll lmrcm mvaolr�ffEombwWiag ®,eo:em.
G UWlsp� JwW mlmeuv6m rnbilun.Il obps vlvgc thp3a:1 V.
D. IdviiGr W ev. b the nbow may be geetd by tbo A op®AOOvrip dm b
dm, rwi=vof 0e l Plm
S, .wW PagcPvbmn
-
GBFhTdORLABROCGTffi Rl'EB
PA Ttjg L4 ,vvkgW Embed PmbvrNp
BY:
Mtl 0Np'BALTa OPVlltamA /
UW9WYuU OF rn1.�—e_ .maic
TheImagobg Ivr Jemlw e�wkdalb.Imo metal. 1,5 da'PM ba M.by
60•lvd D. Cam, Svrsm Tunm wd='f by f'rmn A Rml= Dsledon af'Rurt det W
tatmb=18.IP36, mmmd W C®e1 P=m of O'amam Auxlum Lmitul PvnemLiy.
9 rv1n
`�tvy Publk
bvc ;a,Pe� rar-aao
AV l:or=YBrBmml®Np.�1-I�a
Q36AdONWBA mOP V3RGPUA
'QYf♦(llSIK1Y OP nn h.�...bL bN1h
ibefu¢gdw bdruom wee vrgvmvledgvdbef¢emvthaJ� dq ofTmmbv, 100), br
Pe B.Kml=,Bum®rTmsmm�liolkmkA 2n+1=Dclrm:imaE'RmtNbd
No�b=1i, 1996,aomml+d, Ovevil Pmb=o[GImmPAmdvua LimlblPum=Phip
.Li/,hrvi
&� Poam
}.dy�mmedm P.rp'vlx 1 � 51� aao
bU 3+mrr 3b�rbmimaa�, .l5S'a
Wl'M� 4YfY1
lYY1
. ryatrreyrrn. mis
SUBDIVISION PLAT
SECTION K2C41
Ifl)q PHASE 1
GLENMORE SUBDNISION
Eft' T1MlE G5)RICf '
NHENNIE CWMIY,VNOWN
REV.�nm?
201700009238.001
- - Instrument Control Number ' RECORDED IN
ALBEMARLE COUNTY, VA 01.
JON R, ZUG
- CLERK OF CIRCUIT COURT
Commonwealth of Virginia FILED Aug 11, 2017
Land Record Instruments AT 03,46 pm
_ Cover Sheet - Form A BOOK 04946
START PAGE 0055
IILS VLR Cover Sheet Agent 1.0.661 END PAGE 0059
INST# 201700009238
Date of instrument: (6/1512017 1 TOTAL NUM PAGES 0005
A 0 Instrument Type: (DE ]
% R
P EW
E Number of Parcels ( 11
% Number of Pages [ 41 -------------------------------------------
M City ❑ County El [Albemarle County 1 (Box for Deed Stamp Only)
P First and Second Grantors
T Last Name First Name Middle Name or Initial Suffix
(Gienmore Partners LLC 1 [ ] [ ] I 1
❑ ❑ I II ]I 1[ 1
- First and Second Grantees
Last Name First Name Middle Name or Initial Sum,
❑ ® [Albemarle County Servi ] [ ) l 1 I 1
__ ❑ ❑ ( if ]1 if 1
Grantee Address (Name) (Albemarle County Service Authority I
(Address 1) [168 Spotnap Road 1
(Address 2) [ ]
_._ (City, State, Zip) (Charlottesville I IVA1122911 1
Consideration (0.00 1 Existing Debt (0.00 1 Assumption Balance [0.00 ]
Prior Instr. Recorded at: City ❑ County ❑ [ ] Percent. in this Jurls. [ 1001
--- Book [ I Page [ j Instr. No [ ]
Parcel Identification No (PIN) I I
Tax Map Num. (If different than PIN) [093A5-00-00.00100 I
Short Property Description [1O' ACSA waterline easement 1
Current Property Address (Address 1) [ ]
(Address 2) [ ]
(City, State, Zip) [ ] [ ] ( ]
Instrument Prepared by [Brian S. Johnson 1
Recording Paid for by [Woods Rogers PLC I
Return Recording to (Name) [Woods Rogers PLC yi1 I
- (Address 1) [123 East Main St 1
(Address 2) [5th Floor ]
(City, State, Zip) (Charlottesville I [VA ] (22902 . ]
Customer Case ID [ I I 1 I 1
— • i.
r------------ _-------------- ___f------ __------
Cover Sheet Page p i or 1
201700009238.002
TMP 093A5-00-00-00100
PREPARED BY: Brian S. Johnson VS874484
Woods Rogers PLC
123 East Main Street, 5' Floor
Charlottesville, Virginia 22902
This DEED OF EASEMENT, made this 15`s day of June, 2017 by and between
GLENMORE PARTNERS, LLC, a Virginia limited liability company, ("Grantor"),
and the ALBEMARLE COUNTY SERVICE AUTHORITY (the "ACSA")
("Grantee"), whose address is 168 Spotnap Road, Charlottesville, Virginia 22911.
WITNESSETH:
That for and in consideration of the sum of ONE DOLLAR ($1.00) and other good
and valuable consideration, receipt of all of which is hereby acknowledged, the Grantor
does hereby GRANT and CONVEY with GENERAL WARRANTY of TITLE unto the
Albemarle County Service Authority a perpetual right of way and easement to construct,
install, maintain, repair, replace and extend a water line consisting of pipes and
appurtenances thereto, over, under and across the real property of the Grantor located in
Albemarle County, Virginia, the location of the easement granted and the boundaries of
the property being more particularly described as follows:
That certain real property shown and designated as "10'ACSA Waterline
Easement" as shown on plat of Roudabush, Gale & Associates, Inc., dated
December 13,-2bl6, last revised June 23, 2017, recorded in the Clerk's
Office of the Circuit Court of Albemarle County, Virginia, just prior hereto
(the "Plat"), and being described further as that certain lot or parcel of land
situated in the Scottsville Magisterial District of the County of Albemarle,
Virginia, designated as Parcel 100 on Tax Map 093A5 on the Plat, also
being the same property conveyed to the Grantor by deed of Piedmont
Neighborhoods LP, a Virginia limited partnership, recorded in said Clerk's
Office in Deed Book 4698, Page 476.
(#20:105-1-1)
201700009238.003
Reference is made to the Plat for the exact location and dimension of the
permanent easement hereby granted and the property over which the same crosses.
As part of the easement the ACSA shall have the right to enter upon the above
described property within the easement for the purpose of installing, constructing,
maintaining, repairing, replacing and extending a water line and appurtenances thereto,
within such easement and the right of ingress and egress thereto as reasonably necessary
to construct, install, maintain, repair, replace and extend such water line. If the ACSA is
unable to reasonably exercise the right of ingress and egress over the right-of-way, the
ACSA shall have the right of ingress and egress over the property of Grantor adjacent to
the right-of-way.
Whenever it is necessary to excavate earth within such easement, the ACSA
agrees to backtill such excavation in a proper and workmanlike manner so as to restore
surface conditions to the same condition as prior to excavation, including restoration of
such paved surfaces as may be damaged or disturbed as part of such excavation.
Grantor, its successors or assigns, agrees that trees, shrubs, fences, buildings,
overhangs or other improvements or obstructions shall not be placed within the easement.
The easement provided for herein shall include the right of the ACSA, to cut any trees,
brush and shrubbery, remove obstructions and take other similar action reasonably
necessary to provide economical and safe water line installation, operation and
maintenance. The ACSA shall have no responsibility to the Grantor, their successors or
(#20ACS-1.11
201700009238.004
assigns, to replace or reimburse the cost of said trees, brush, shrubbery and obstructions
that are removed or otherwise damaged.
The facilities constructed by ACSA within the permanent easement shall be the
property of the ACSA which shall have the right to inspect, rebuild, remove, repair,
improve and make such changes, alterations and connections to or extensions of its
facilities within the boundaries of the permanent easement as are consistent with the
purposes expressed herein.
WITNESS the following signature and seal:
GLENMORE PARTNERS, LLC
BY: Red Dirt Developments, LLC, its Manager
BY:
ess W. Achenbach, Manager
COMMONWEALTH OF VIRGIMA
COUNTY/CITY OFD to wit:
fv
The foregoing instrument was acknowledged before me this - day of
�, 2017, by JESS W. ACHENBACH, Manager of Red Dirt Developments,
LLC, the manager of GLENMORE PARTNERS, LLC.
/ /' otary P
My Commission Expires: �, ��
—^'7/ W fearo000
-- Notary PnMN
Lommonrmgp of VNPfob
7MUM
My LamW,Nno -PIm PV7Pl2@I
[uzoecs-f-i/
201700009238.005
WITNESS the following signatures and seals
GRANTEE: ALBEMARLE COUNTY SERVICE
AUTHORITY
. - mil%,. � �►
COMMONWEALTH QF VIRGINIA
CITY/COUNTY OF e,
The foregoing instrument was acknowledged before me this 19 day of
5 n C 2017 by / Q xl/ 6yr, / i r, on behalf of the
Albemarle County Service Authority, Grante
Notary Public
My Commission Expires. i.0� D
Registration number V.
i =
a-'
INSTRUMENT 0201700009218
RECOROEDALBEMARLECOCIRCUFT COURTCLERMS OFFICE ,
Aug 11, 2017 AT 01:46 Pm
JON R ZUG. CLERK by EMJ
SOOK 0<966 PAGE 00s5 -00059
201700009239.001
Instrument Control Number
Commonwealth of Virginia
Land Record Instruments
_. Cover Sheet - Form A
[ILS VLR Cover Sheet Agent 1.0.66]
T c Date of Instrument: [6/15/2017 ]
A O Instrument Type: [DE ]
% R
P
E Number of Parcels [ 11
x Number of Pages [ 4)
E
M City ❑County x❑ [Albemarle County
RECORDED IN
I ALBEMARLE COUNTY, VA
JON R ZUG
CLERK OF IR qT O RT
FILED Aug 11.2017
AT 03 46 pm
BOOK 04946
START PAGE 0060
END PAGE 0064
INST # 201700009239
TOTAL NUM PAGES ODOS
EMJ
i
,
----------------------------------------------
1 (Box for Deed Stamp Only)
P
First and Second Grantors
T
Last Name
First Name Middle Name or Initial
Suffix
[Glgnmore Partners LLC ][
]l ]I
1
❑ ❑
I If
11 if
1
-
First and Second Grantees
Last Name
First Name Middle Name or Initial
Suffix
❑ ®
(Albemarle County Servi
❑ ❑
[ I[
I[ If
1
Grantee Address (Name)
[Albemarle County Service Authority
j
(Address 1)
[168 Spotnap Road
]
(Address 2)
[
]
(city, State, Zip)
[Charlottesville ] IVA ] [22911
]
_
Consideration [0.00 1 Existing Debt [0.00 ] Assumption Balance [0.00ry
)
Prior Instr. Recorded at: City ❑ County ❑ ( 1 Percent. In this Jurls. ( 1001
-- Book [ ] Page ( ] Instr. No [ J
Parcel Identification No (PIN) ( $t ]
Tax Map Num. (if different than PIN) 1093A5-00-00-00100 4 ]
Short Property Description [20' ACSA sanitary sewer easement ]
( 1
Current Property Address (Address 1) [ ]
(Address 2) ( ]
(City, State, zip) [ ] ( 1 [ ]
Instrument Prepared by [Brian S Johnson )
Recording Paid for by (Woods Rogers PLC ]
Return Recording to (Name) [Woods Rogers PLC ]
- (Address 1) [123 East Main St 1
(Address 2) [5th Floor 1
(city, state, Zip) (Charlottesville ] IVA ] (22902 ]
Customer Case ID ( ] ( 1 I 1
r------------------------- ____________________
Cover Sheet Page p 1 of 1
;�
201700009239.002
TMP 093A5-00-00-00100
PREPARED BY: Brian S. Johnson VSB74484
Woods Rogers PLC
123 East Main Street, 5a' Floor
Charlottesville, Virginia 22902
This DEED OF EASEMENT, made this 15'h day of June, 2017 by and between
GLENMORE PARTNERS, LLC, a Virginia limited liability company, ("Grantor"),
and the ALBEMARLE COUNTY SERVICE AUTHORITY (the "ACSA"),
("Grantee"), whose address is 168 Spoinap Road, Charlottesville, Virginia 22911.
WITNESSETH:
That for,and in consideration of the sum of ONE DOLLAR ($1.00) and other good
and valuable consideration, receipt of all of which is hereby acknowledged, the Grantor
does hereby GRANT and CONVEY with GENERAL WARRANTY of TITLE unto the
Albemarle County Service Authority a perpetual right of way and easement to construct,
install, maintain, repair, replace and extend a sewer line consisting of pipes and
appurtenances thereto, over, under and across the real property of the Grantor located in
Albemarle County, Virginia, the location of the easement granted and the boundaries of
the property being more particularly described as follows:
That certain real property shown and designated as "20' ACSA Sanitary Sewer Easement"
as shown on plat of Roudabush, Gale & Associates, Inc., dated December 13, 2016, last
revised June 23, 2017, recorded in the Clerk's Office of the Circuit Court of Albemarle
County, Virginia (the "Plat") and being described further as that certain lot or parcel of
land situated in the Scottsville Magisterial District of the County of Albemarle, Virginia,
designated as Parcel 100 on Tax Map 093A5 on the Plat, also being the same property
conveyed to the Grantor by deed of Piedmont Neighborhoods, LP, a Virgina limited
partnership, recorded in the Clerk's Office of the Circuit Court of Albemarle County,
Virginia in Deed Book 4698, page 476.
201700009239.003
Reference is made to the Plat for the exact location and dimension of the
permanent easement hereby granted and the property over which the same crosses.
As part of the easement the ACSA shall have the right to enter upon the above
described property within the easement for the purpose of installing, constructing,
maintaining, repairing, replacing and extending a sewer line and appurtenances thereto,
within such easement and the right of ingress and egress thereto as reasonably necessary
to construct, install, maintain, repair, replace and extend such sewer line. If the ACSA is
unable to reasonably exercise the right of ingress and egress over the right-of-way, the
ACSA shall have the right of ingress and egress over the property of Grantor adjacent to
the right-of-way.
Whenever it is necessary to excavate earth within such easement, the ACSA
agrees to backFll such excavation in a proper and workmanlike manner so as to restore
surface conditions to the same condition as prior to excavation, including restoration of
such paved surfaces as may be damaged or disturbed as part of such excavation.
— Grantor, its successors or assigns, agrees that trees, shrubs, fences, buildings,
overhangs or other improvements or obstructions shall not be placed within the Easement.
The easement provided for herein shall include the right of the ACSA, to cut any trees,
brush and shrubbery, remove obstructions and take other similar action reasonably
necessary to provide economical and safe sewer line installation, operation and
maintenance. The ACSA shall have no responsibility to the Grantor, their successors or
201700009239.004
assigns, to replace or reimburse the cost of said trees, brush, shrubbery and obstructions
that are removed or otherwise damaged.
The facilities constructed by ACSA within the permanent easement shall be the
property of the ACSA which shall have the right to inspect, rebuild, remove, repair,
improve and make such changes, alterations and connections to or extensions of its
facilities within the boundaries of the permanent easement as are consistent with the
purposes expressed herein.
WITNESS the following signature and seal:
GLENMORE PARTNERS, LLC
BY: Red Dirt Developments, LLC, its Manager
BY: 4ZAtA L
ss W. Achenbach, Manager
COMMONWEALTH OF VIRGINIA
COUNTY/CITY OF �i�g2_�?T�, ✓lLl� , to wit:
The foregoing instrument was acknowledged before me this e day of
2017, by JESS W. ACHENBACH, Manager of Red Dirt Developments,
LLC, the manager of GLENMORE PARTNERS, LLC.
N ary Pu
My Commission Expires:
�~ My DODO
navy NA
CemmonweNO of yl,p1nb
756M
my C"'I'SWn E,plo1 wnmma
(M70'ACS-1-11