SW5200602_Plan (Ex. Conditions)_20201020

ADJACENT ZONI
I, BRUCE D. BEAVERS, CERTIFY THAT THIS SURVEY WAS COMPLETED UNDER
MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER
MY SUPERVISION; THAT THIS GROUND SURVEY WAS PERFORMED AT THE 95% PERCENT
CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS;
THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A
TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS AA, AND THAT THE
FIELD DATA WAS COMPLETED ON JANUARY 22, 2020; THAT THE SURVEY MAPPING WAS
COMPLETED ON JANUARY 27, 2020; AND ALL COORDINATES ARE BASED ON NC GRID
'NAD 8372011 AND ALL ELEVATIONS ARE BASED ON NAVD 88.
BRUCE D. BEAVERS PLS L-3451
SURVEY CONTROL POINTS
1
3
SPIKE NAIL
SPIKE NAIL
N=832,133.344'
N=831,663.011'
E=2,152,734.210'
E=2,153,114.681'
EL=453.557'
EL=458.588'
2
4
SPIKE NAIL
SPIKE NAIL
N=832,124.123'
N=831,667.150'
E=2,153,125.978'
E=2,153,595.068'
EL=454.580'
EL=460.199'
697
60D NAIL
N=832,259.775'
E=2,152,257.964'
EL=443.830'
851
60D NAIL
N=832,109.531'
E=2,153,449.267'
EL=462.873'
ADJACENT ZONING: IN
ADJACENT ZONING: MIXED USE
OVERALL EXISTING CONDITIONS
SCALE: 1" = 50' 0 50' 100'
NOTES:
1. THE PURPOSE OF THIS MAP IS TO SHOW TOPOGRAPHIC FEATURES AND
INFORMATION ONLY AND IS NOT TO BE USED FOR BOUNDARY OR PROPERTY
OWNERSHIP INFORMATION.
2. THIS DRAWING REPRESENTS THE EXISTING CONDITIONS AS OF JANUARY 22, 2020.
3. SURVEYED BY: STANTEC CONSULTING SERVICES INC.
4. SURVEY DATE: JANUARY 27, 2020
5. HORIZONTAL DATUM: NAD83/2011 NC STATE PLANE US SURVEY FEET.
6. VERTICAL DATUM: NAVD 88, GEOID 12A.
7. THIS MAP DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFY THE LOCATION
OF ANY JURISDICTIONAL WETLANDS THAT MAY EXIST ON OR NEAR THE PROPERTY.
WETLAND FLAGS LOCATED WERE PLACED BY OTHERS.
8. UNDERGROUND GAS IS PRESENT ON SITE BUT WAS NOT ABLE TO BE LOCATED.
905
60D NAIL
N=832,137.214'
E=2,153,669.558'
EL=456.531'
1026
60D NAIL
N=831,937.660'
E=2,153,672.792'
EL=455.037'
1109
60D NAIL
N=831,772.723'
E=2,153,729.061'
EL=458.541'
5031
PK
N=831,964.272'
E=2,153,132.406'
EL=456.856'
5032
PK
N=831,855.688'
E=2,153,133.497'
EL=456.130'
5585
PK
N=832,004.069'
E=2,152,782.155'
EL=458.489'
Lm
Mw
LEGEND
IN
� .,Y i�
CONCRETE
;1
SANITERY SEWER MANHOLE
G I.
FINISHED FLOOR ELEVATION
;r
PROPERTY CORNER
�J,V
INVERT
LIGHT POLE
POLYVINYL CHLORIDE PIPE
ELECTRIC BOX
`�
REINFORCED CONCRETE PIPE
POWER POLE
gill
METAL PIPE
GUY
FLARED END SECTION
( '3
TREE
fl���°I `�
HIGH -DENSITY POLYETHYLENE PIPE
0
BOLLARD
CHAIN LINK
BORE
1V
3 STRAND BARBED WIRE
4,
SURVEY CONTROL
II
END OF INFORMATION
�
SIGN
0 U
OTHER END UNKNOWN
WATER METER
�.r"�
RETAINING WALL
6688
'
FIRE HYDRANT
uI"'i
UNKNOWN
60D NAIL
N=831,648.600'
WATER VALVE
��� I
SANITARY SEWER FORCE MAIN
E=2,152,817.467'
EL=457.965'
c>
CLEANOUT
WOODS
TRANSFORMER
UNDERGROUND ELECTRIC
POST
UNDERGROUND FIBER OPTIC CABLE TV
70
m
LANDSCAPE STONE
FENCE
♦;:1
•E
STORM PIPE
\./
n
CONSULTANTS:
Civil:
Stantec
801 Jones Franklin Road, Suite 300
Raleigh, NC 27606
ME_
SSC Engineering, Inc.
18207 Edison Ave.
Chesterfield, MO 63005
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PROFESSIONAL RECORD
CNN%, 't 1111111 //
' % 4',
�AA
082
08/14/202
DATE
07-10-2020
PROJECT NUMBER
19.025
TITLE
OVERALL EXISTING
CONDITIONS PLAN
SHEET
C100l

ADJACENT ZONING: INDL
N
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ASPH1"3
ADJACENT ZON I
SURVEY
1
SPIKE NAIL
N=832,133.�
E=2,152,734
EL=453.557'
2
SPIKE NAIL
N=832,124.1
E=2,153,125
EL=454.580'
3
SPIKE NAIL
N=831,663.0
E=2,153,114
EL=458.588'
4
SPIKE NAIL
N=831,667.1
E=2,153,595
EL=460.199'
697
60D NAIL
5585
PK
N=832,259.775'
E=2,152,257.964'
N=832,004.069'
EL=443.830'
E=2,152,782.155'
EL=458.489'
851
60D NAIL
6688
N=832,109.531'
60D NAIL
E=2,153,449.267'
N=831,648.600'
EL=462.873'
E=2,152,817.467'
EL=457.965'
905
60D NAIL
...
N=832,137.214,
<',". . . ...
E=2,153,669.558'
EL=456.531'
. . . .......
.... .......... ........... .....
_j
EXISTING CONDITIONS PLAN - AREA 1
SCALE: 1 30'
0 3 0' 60'
j<
1, BRUCE D. BEAVERS, CERTIFY THAT THIS SURVEY WAS COMPLETED
UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD
SURVEY MADE UNDER MY SUPERVISION; THAT THIS GROUND SURVEY
WAS PERFORMED AT THE 95% PERCENT CONFIDENCE LEVEL TO MEET
FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS
SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A
TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS AA,
AND THAT THE FIELD DATA WAS COMPLETED ON JANUARY 22, 2020;
THAT THE SURVEY MAPPING WAS COMPLETED ON JANUARY 27,2020;
AND ALL COORDINATES ARE BASED ON NC GRID'NAD 8372011 AND ALL
ELEVATIONS ARE BASED ON NAVID 88.
BRUCE D. BEAVERS PLS L-3451
NOTES:
1 THE PURPOSE OF THIS MAP IS TO SHOW TOPOGRAPHIC
FEATURES AND INFORMATION ONLY AND IS NOT TO BE USED FOR
BOUNDARY OR PROPERTY OWNERSHIP INFORMATION.
2. THIS DRAWING REPRESENTS THE EXISTING CONDITIONS AS OF
JANUARY 22, 2020.
3. SURVEYED BY: STANTEC CONSULTING SERVICES INC.
4. SURVEY DATE: JANUARY 27, 2020
5. HORIZONTAL DATUM: NAD83/2011 NC STATE PLANE US SURVEY
FEET.
6. VERTICAL DATUM: NAVID 88, GEOID 12A.
7. THIS MAP DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFY
THE LOCATION OF ANY JURISDICTIONAL WETLANDS THAT MAY
EXIST ON OR NEAR THE PROPERTY. WETLAND FLAGS LOCATED
WERE PLACED BY OTHERS.
8. UNDERGROUND GAS IS PRESENT ON SITE BUT WAS NOT ABLE TO
BE LOCATED.
1 r__ t_% r__ k 1 r1%
SANITERY SEWER MANHOLE
PROPERTY CORNER
LIGHT POLE
I ............ I
ELECTRIC BOX
POWER POLE
GUY
TREE
BOLLARD
BORE
SURVEY CONTROL
SIGN
I..I..I
WATER METER
FIRE HYDRANT
WATER VALVE
CLEANOUT
TRANSFORMER
POST
LANDSCAPE STONE
cod lc
CONCRETE
FINISHED FLOOR ELEVATION
V
INVERT
POLYVINYL CHLORIDE PIPE
REINFORCED CONCRETE PIPE
METAL PIPE
S
FLARED END SECTION
HIGH -DENSITY POLYETHYLENE PIPE
C[111fl
CHAIN LINK
3 Ed
S13/V'\/
3 STRAND BARBED WIRE
END OF INFORMATION
OTHER END UNKNOWN
RETAINING WALL
U
UNKNOWN
ssI I/f
SANITARY SEWER FORCE MAIN
Y" Y" Y"
WOODS
UNDERGROUND ELECTRIC
ar
UNDERGROUND FIBER OPTIC CABLE TV
FENCE
STORM PIPE
U)
70
E
a)
n
CONSULTANTS:
Civil:
Stantec
801 Jones Franklin Road, Suite 300
Raleigh, NC 27606
MEP/FP:
SS C Engineering, Inc.
18207 Edison Ave.
Chesterfield, MO 63005
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5CBUILDING SOLUTIONS
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08/1,14/M:2 0
PROFESSIONAL RECORD
082
08/14J202a
A/Git4O,
WOO
DATE
07-10-2020
PROJECT NUMBER
19.025
TITLE
EXISTING
CONDITIONS PLAN
AREA 1
SHEET
C101

I MUAL
I, BRUCE D. BEAVERS, CERTIFY THAT THIS SURVEY WAS COMPLETED UNDER
MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER
MY SUPERVISION; THAT THIS GROUND SURVEY WAS PERFORMED AT THE 95% PERCENT
CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS;
THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A
TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS AA, AND THAT THE
FIELD DATA WAS COMPLETED ON JANUARY 22, 2020; THAT THE SURVEY MAPPING WAS
COMPLETED ON JANUARY 27, 2020; AND ALL COORDINATES ARE BASED ON NC GRID
'NAD 8372011 AND ALL ELEVATIONS ARE BASED ON NAVD 88.
BRUCE D. BEAVERS PLS L-3451
NOTES:
1. THE PURPOSE OF THIS MAP IS TO SHOW TOPOGRAPHIC FEATURES AND
INFORMATION ONLY AND IS NOT TO BE USED FOR BOUNDARY OR PROPERTY
OWNERSHIP INFORMATION.
2. THIS DRAWING REPRESENTS THE EXISTING CONDITIONS AS OF JANUARY 22, 2020
3. SURVEYED BY: STANTEC CONSULTING SERVICES INC.
4. SURVEY DATE: JANUARY 27, 2020
5. HORIZONTAL DATUM: NAD83/2011 NC STATE PLANE US SURVEY FEET.
6. VERTICAL DATUM: NAVD 88, GEOID 12A.
7. THIS MAP DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFY THE LOCATION
OF ANY JURISDICTIONAL WETLANDS THAT MAY EXIST ON OR NEAR THE PROPERTY.
WETLAND FLAGS LOCATED WERE PLACED BY OTHERS.
8. UNDERGROUND GAS IS PRESENT ON SITE BUT WAS NOT ABLE TO BE LOCATED.
ADJACENT ZONING: AGRICULTURAL
JUIRVC I I-AVIV I rtyL I-U11N 1 J
ui
J 1 3 697 905 1109 5032 6688
U SPIKE NAIL SPIKE NAIL 60D NAIL 60D NAIL 60D NAIL PK 60D NAIL
Q N=832,133.344' N=831,663.011' N=832,259.775' N=832,137.214' N=831,772.723' N=831,855.688' N=831,648.600'
E=2,152,734.210' E=2,153,114.681' E=2,152,257.964' E=2,153,669.558' E=2,153,729.061' E=2,153,133.497' E=2,152,817.467'
EL=453.557' EL=458.588' EL=443.830' EL=456.531' EL=458.541' EL=456.130' EL=457.965'
2
4
851
1026
5031
5585
SPIKE NAIL
SPIKE NAIL
60D NAIL
60D NAIL
PK
PK
N=832,124.123'
N=831,667.150'
N=832,109.531'
N=831,937.660'
N=831,964.272'
N=832,004.069'
E=2,153,125.978'
E=2,153,595.068'
E=2,153,449.267'
E=2,153,672.792'
E=2,153,132.406'
E=2,152,782.155'
EL=454.580'
EL=460.199'
EL=462.873'
EL=455.037'
EL=456.856'
EL=458.489'
LEGEND
J SANITERY SEWER MANHOLE
PROPERTY CORNER
LIGHT POLE
I ............ ELECTRIC BOX
POWER POLE
GUY
TREE
0 BOLLARD
BORE
4 SURVEY CONTROL
�U> SIGN
WATER METER
FIRE HYDRANT
WATER VALVE
CLEANOUT
TRANSFORMER
[ POST
-, LANDSCAPE STONE
C1(:)1 i c CONCRETE
FINISHED FLOOR ELEVATION
INVERT
POLYVINYL CHLORIDE PIPE
REINFORCED CONCRETE PIPE
IM
METAL PIPE
G' G S
FLARED END SECTION
I'IC��I'k...�:
HIGH -DENSITY POLYETHYLENE PIPE
CHAIN LINK
3 STRAND BARBED WIRE
END OF INFORMATION
G 1..,,1OTHER END UNKNOWN
RETAINING WALL
UNKNOWN
SS1"\141 SANITARY SEWER FORCE MAIN
r WOODS
UNDERGROUND ELECTRIC
UNDERGROUND FIBER OPTIC CABLE TV
FENCE
STORM PIPE
70
m
E
a)
0—
CONSULTANTS:
Civil:
Stantec
801 Jones Franklin Road, Suite 300
Raleigh, NC 27606
MEP/FP:
SSC Engineering, Inc.
18207 Edison Ave.
Chesterfield, MO 63005
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Q
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BUILDING SOLUTIONS
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PROFESSIONAL RECORD
N��111fill I���
' % '
A
082
08/14/202
�G#'
ONO
DATE
07-10-2020
PROJECT NUMBER
19.025
TITLE
EXISTING
CONDITIONS PLAN
AREA 2
SHEET
C 102