SW5240103_Plansheet - Existing Conditions/Survey_20240522

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---------- ---- ---------- Deed MaryEugene
W. Greene iee>• rna�
1 1 ..'rl ` //� \ \ ( t88- I --- _-- Book 1088, Page 864 V!N '
/ 1 -a--i ! !:. �/ ` - Natural Areo`�- - �8� i J� - )84 - j:..:!_'......::.....:.". "
!6 B Traverse oR #3 ---■- =l..L-. 7' `J 1 �- `i \ 789� -� _--- , �- �` O U Lo
0 0 8 BG E 2339 7.1 c, 1 1 i�� __1t �• .J /�� `� �\ ` _�-� \ j�Z
a Eleva 193.66 X58Ex. Bench t--_ \ \\ --`��' cn
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n t92 \\ 19 + . . a.� -�_ ".._� \ \ Elevation: 180.96 _7
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ExistingMausoleum 111 \ �s _ \ •� m
! t r, FFE 790.7$ $ C
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79 c / Pad ` oi Myron M. Wlliams
> 2 U, ." J. Averett Williams V
\ N p tg31 , .:;..`..i:_:ri.,.. Deed Book 1272, Page 327
Royal J. David I i w \ _ 190 - \\ �r9� 193"`� \ �I 9 0 � � rn � ....
Elizabeth 1. David °' \ )1 ii
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Ex. In ed Book 2814, Page 773 �` ` t
? ` \ +/•\25.04 Acres (dee d) ` t j ! > > `a (o
190.11
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wooded191
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Surveyor's Certificate �''�; \ -\� \ `�� �" �' //' ,/ $o� , o N
I, Linda F. Humphrey. Professional Land Surveyor. certify that this project
4 \ m
was competed under my direct and responsible charge from an actual �7 ``�\ \ \\ �8 \` P / ` o
surveymade under m supervision; that this round survey was performed `�\ �\8`3 �`�\ "re �R Q �}
Y P 9 Y P ` r V\ \\\ ��\ �\\ \ �P �b4 v I a
at the 9596 confidence level to meet Federal Geographic Data Committee MM
Standards; that this survey was performed to meet the requirements fora W 0.
topographic/planimetric survey to the accuracy of Class AA and vertical �/
accuracy when applicable to the Class A standard, and that the original ` \ \ so\ \ r� ,�
data was obtained on May 8, 20231; that the survey was completed on
May 16, 2023; and all coordinates are based on NAD 83"
and realization
NSRS 2011 and all elevations are based on NAVD 88.
Legend ,�° co
Linda F_ Humphrey. P nol Land Surveyor Na. L-4879, certify that
s surit, is xi arcel or parcels of land. ,``���►Niufry�j�,'' Existing \'�st
N.CAR�4������ BP Existing Iron Pipe \\\\ `\��'�\\�` / / / a
BG Below Ground
L a mp rey, 1`0 Land Surveyor No. - '� rY':9 � AG Above Ground - . . . - . a
Co Clean Out �\.\`�\\ �• ~>\\ ~�
-O S � �_ YI Yard inlet \ \ �\8�
�`�F � \\ `� <'v\ J
L-4879 R/w Right—of—Way
r
i * Ex. Existing
Notes •� RCP
Reinforced Concrete Pipe
Q �. �. .• Inv. Invert
orfch"s • Area computed by coordinate method. Utility Pole \ \ \\ \\\\C1�� `�\ \ a_
9o4j • All distances shown are horizontal ground distances unless otherwise Guy wire
D e,or noted. 10-10-2023 Subject Property Line Surveyed
o a • wetlands are not shown and may not have been determined,
• The property is subject to any encumbrances that are found upon a Subject Property Line Not Surveyed
o normal title search. — - - — Adjacent Property Line Not Surveyed
• The surveyor did not visibly see any cemeteries or marked graves in Property
3 open areas on the site. oP y Line Tie \ \
\ \ `
• Parcel Number:384200020743 — -- --— Right of way \\�\\\� �` \\ -t76 I o
• This property is located within Zone 'X' Flood Plain Boundary per -x- - Fence N.
dateFEM Flood Insurance Rate d P nel N Number 370652 3842 J. ________-__-__`_
E of Pavement
dated November 3, 2004 and Pone) Number 370652 3832 J dated -- �e
riow
November 3. 2004. _ _ - - \
Storm Drain Pipe \ \ \ I as
ro • Recorded mops and deeds referenced on this plat are located in the
e as office of the Nash County Register of Deeds. Woods Tree line IN
``\�\~ I Horz. Scale: 1" =40'
• Horizontal Datum used for the project is NAD '83/2011(US Survey Feet) \ ��\\\\\ . ` \
• The ground control coordinates are localized coordinates based on state - OHU - - Overhead Utility(s) (Generic) � �s���\\�Z� � \\ \\ ' > � Vertical Scale: nla i
plane coordinates for 'Traverse Noil #3" having the following (NAD ` \,\ � "\\?� a-
83/2011) coordinate voluexNorthing 822,567.01 Easting 2,339,535.58, - - _ -�� - - Comt�rs \ �\ �� \ �`. \\\ klP ; Date: 10-21-2023 in
Elevation 193.66 (NAND 88), average combined Grid Factor of 0.9999574 - "-" - -..- Ditch \ �\ `� Ex. I,
ground to grid. a'
• Existing underground utilities shown on this plan are approximate and f a" _ , Concrete R� �l \` .\ A Project No.: P210191 N
were provided by others. All contractors are responsible for verifying L -==-- --'� \ � \ Drawn �
- - Ex. Inv.
wn b : LFH
thei o iunderground w
Gro vei
Y
N
CD
ovation f al rior to commencin ark
P 9
40' 0 20' 40' Checked by: a
\ Sheet:
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Vicinity Map - Not to Scale \\\ SCALE 1 loch - 40 ft CAS
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