SW3220302_Plansheet - Existing Conditions_Survey_20220308

LAKE NORMAN LUTHERAN CH.
DB 555-731
WATERSHED LINE
_ NOT IN WATERSHED
_ —
N 83°20'00" 7/30.8'
974.53' �1025.j WALL
/ EX. SIDEWALK
30 SETBACK (TO REMAIN)(TYP.)
EX. SIDEWALK
i (TO BE REMOVED)
EX. EOP �. EX. YARD INLET (TYP.)
(TO BE REMOVED) RIM: 861
INV OUT: 842.8
�
(TO BE REMOVED
w ,"A/C❑ o�i 17 AFTFP PWI F(-1
4.775 AC +- /
1
DB 2990-634 �� PF
/ EX. ASPHALT (21) EX. PARKING SPACES
\ / / (TO BE REMOVED)(TYP.) (TO BE REMOVED) /
�7 EX. PARKING SPACES
/ (TO BE REMOVED)
\ \ / EX. STORM MANHOLE 17
\ / RIM:846.5
\ \ \ INV / O T: 83 INV OUT: 839.4
\ / (T BE
(TO BE REMOVEC
2 / /
1>110
A /
s
io
RCP PIPE
CROWN ATLANTIC CO. EX. 15 � � \
DB 1 1 13-540 \\ /
W
S�
` 15' ET AC --
-7 ,
y
�R
S 87 29' 8"W 13.17'
\_ I
\
\
EX. STORM STRUCTURE
RIM: 845.9
INV IN & OUT: 836.8
UNDERGROUND POWER
WATERSHED LINE
WS-IV CRITICAL GAS LINE CABLE LINE
APPROX. LOCATION OF EXISTING
BUILDING ROOF LEADER. CONTRACTOR
TO FIELD VERIFY.
(TO BE RE-ROUTED AFTER PH EC)
7z
COMMERCIAL BUILDING FFE: 8474'
ONE STORY
SEWER UMP
i
EX. ADA SPACES
68.4' �
(TO REMAIN)
° 1 III
o II
I° Ln� I
➢1°
v> 1
= Z
EX. ASPHALT
—xll
(TO BE REMOVED AS REQUIRED EX. SIDEWALK \
' FOR NEW BUILDING ADDITION) (TO BE REMOVED) �
Z
(TYP.) G�
SIDE ALK\ O
1 4 a °
— EX. SIDEWALK
EX. CURB &GUTTER
12 EX. PARKING SPACES (TO REMAIN)(TYP.)'
(TO BE REMOVED) 5 ( )
-- (TO BE REMOVED) 467
5" FifSPE PIPE ASPHALT PARKING AREA — _ — EX. DRIVEWAY J
15' SETBACK � _ � � �
/— EX. CURB & GUTTER -
-_ (TO REMAIN)(TYP.)-------------
_-- --- /
---
---
�475. '
— 'A
525.26'
� — EX. POWER POLE
_C INLET (TO BE CONVERTED TO CURB INLET AFTER P (TO REMAIN)
GRATE: 843.4'
INV: 841.1'
CURB INLET (TO BE CONVERTED
TO JUNCTION BOX AFTER PH1 EC)
GRATE: 844.2'
INV IN & OUT: 840.8'
60' RIGHT OF WAY
PER DEED BOOK 787-339
(30' EACH SIDE OF BOUNDARY)
IAPPROX. LOCATION OF EX. 1-STORY METAL BUILDING
I
I
I
EX. 15" HDPE PIPE
THE INVESTMENT CO.
DB 2224-807
PB 15-417
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO
BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO STANDARDS OF THE DEPARTMENT OF TRANSPORTATION.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART
1926 SUBPART P, OR AS AMENDED.
--A-
15' RCP
EX. WATER INVERT: 843.7'
METER GAS LINE
1 1
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C BLE LINE
1
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i
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15" RCP
INVERT: 42.8'
Know what's below.
Call before you dig.
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GRAPHIC SCALE 1"=30 FT.
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REVISIONS:
CO2 - SURVEY.DWG
PROJECT NUMBER:
221011
DATE: 2/4/2022
DRAWN BY: KIW
CO2
SHEET
12
OF
=j
CO2 - SURVEY.DWG - PLOT: Kennedy - WED. 2-16-2022 8:46 AM