SW4200702_Plansheet - Existing Conditions/Survey_20210810

EXISTING CONDITIONS LEGEND
®
BOLLARD O SIGN
IPF - IRON PIPE FOUND
IRF - IRON ROD FOUND
O
MH STORM SEWER I1oA SPRINKLER HEAD
O
MH SANITARY SEWER VW
IPS - IRON PIPE SET
® SPRINKLER VALVE
PT - CALCULATED POINT
®
MH ELECTRIC
® GAS METER
CM - CONCRETE MONUMENT
OT
MH TELEPHONE
GAS VALVE
(a
MH
MH WATER
FIRE HYDRANT
© ELECTRIC BOX
®
SPRINKLER BOX FLAG POLE
0 TELEPHONE PEDESTAL
Q
ELECTRIC METER GROUND LAMP
© CABLE TV PEDESTAL
®
CLEAN OUT
POWER POLE < GUY
®
WATER METER
LIGHT POLE
®
WATER VALVE
YARD LIGHT
O
ROOF DRAIN BRICK CONCRETE
-------------------STORM
WELL
LINE
SAN SANITARYLINE
R / W - RIGHT-OF-WAY -
X
X -FENCE
P / L - PROPERTY LINE
OHp OVERHEAD POWER LINE
C/L - CENTERLINE
C- PAINTED GAS LINE
NTS - NOT TO SCALE
( f (jam PAINTED POWER LINE
CB - CATCH BASIN
OHT PAINTED TELEPHONE LINE
GI - GRATE INLET
W PAINTED WATERLINE
Yl -YARD INLET
Cl - CURB INLET
EDGE OF WOODS
EP - EDGE OF PAVING
TBC - TOP BACK OF CURB
RCP - REINFORCED CONCRETE PIPE
DB - DEED BOOK
CMP - CORRUGATED METAL PIPE
PB - PLAT BOOK PG - PAGE
CPP - CORRUGATED PLASTIC PIPE
SF - SQUARE FEET
DIP - DUCTILE IRON PIPE
(T) - INDICATES POINTS SET BY TIMMONS GROUP VCP - VITRIFIED CLAY PIPE
IN 2009
HDPE - HIGH DENSITY POLYETHYLENE PIPE
(] - CALCULATED POINT UNLESS
OTHERWISE HVAC - HEATING, VENTILATION AND
NOTED
AIR CONDITIONING
AI
MAILBOX
C
© GREASE TRAFFIC SIGNAL
POLE A - CONTROLLED ACCESS
PROJECT CONTROL NETWORK
NOTE:
SURVEY PERFORMED BY ALLIED
ASSOCIATES, PA DATED 1/16/2020
AND PROVIDED TO TIMMONS GROUP
BY THE OWNER
0
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N85°59'49'W I I
119.50'
N86°01'26"W
209.08'
POINT
NORTH
EAST
ELEVATION
-------- --------------
CP#1 NCGS "MAILBOX"
---------
853555.4001'
---------
1582748.3164'
929.62'
CP#212" SPIKE
854056.4997'
1582878.1130'
924.13'
CP#3NCGS "FARMER"
854630.1200'GRID
1582897.4200'GRID
922.60'
CP#412" SPIKE
854554.2237'
1582648.5514'
921.52'
CP#5REBAR & CAP
854734.0738'
1582439.0228'
931.21'
CP#6REBAR & CAP
854621.5114'
1582058.4453'
929.11'
CP#7REBAR & CAP
854505.0957'
1581833.6903'
918.75'
CP#8REBAR & CAP
854305.6945'
1581826.3696'
909.69'
CP#9REBAR & CAP
854039.9383'
1581837.5850'
889.46'
CP#10 REBAR & CAP
854045.2605'
1582073.6844'
899.77'
CP#11 REBAR & CAP
854035.3967'
1582237.9456'
905.45'
CP#12 REBAR & CAP
854046.2746'
1582384.4050'
913.13'
0,
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adwarchitects
environmentsfoidife
architecture planning interiors
ix coliseum centre
815 coliseum centre drive
uite 500
harlotte, north Carolina 28217
1 704 379 1919
1 704 379 1920
Iww.adwarchitects.com
_EWISVILLE
�OMMUNITY
ENTER
EWISVILLE, NC
00% CONSTRUCTION
DOCUMENTS
DVERALL EXISTING
CONDITIONS
)ATE
IROJECT NO
06.26.2020
19033
ZEVISIONS
10 DATE DESCRIPTION:
06/26/20 PLAN REVIEW COMMENTS
iIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
1ALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
1ALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
rHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
2CHITECTS, PA.
\\\%%III III,,/,/
N CA)y
SEAL
38573
-
asF: Ftic 1
'EAL
>HEET NUMBER