SW3220302_Plansheet C02 - Existing Conditions_Survey_20220601

LAKE NORMAN LUTHERAN CH.
DB 555-731
WATERSHED LINE
_ NOT IN WATERSHED
1025. _ —
N 83°20'00" 7/30.8'
974.53' �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: 861.1
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 PH1 EC)
7z
COMMERCIAL BUILDING FFE: 8474'
ONE STORY
SEWER UMP
i
EX. ADA SPACES
68.4' �
(TO REMAIN)
° 1 III
d o II
la Ln� I
>
v> 1
= Z
/ INV OUT: 842.8 \ \\\\\\ \-T \ a < > I
(TO BE REMOVED EX. ASPHALT 1
EX. POWER POLE AFTER PH1 EC) I ° 0
`(TO BE RELOCATED) \ (3) EX. PARKING SPACES (TO BE REMOVED AS REQUIRED EX. SIDEWALK \ \ � x II
/ / \ / FOR NEW BUILDING ADDITION) ,� Z
ii% / (TO BE REMOVED) (TO BE REMOVED)
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
10
A /
s
EX. 15 RCP PIPE
CROWN ATLANTIC CO.
DB 1 1 13-540 \\ /
W
15' ET AC
y —
S 87 29' 8"W 13.17'
\_ I
\
\
EX. STORM STRUCTURE
RIM: 845.9
INV IN & OUT: 836.8
. 15" CP PE 3
(TO RE OV __
ER 1 E SIDE ALK O
DVED)
e a°
1
4 a °
— EX. SIDEWALK
EX. CURB &GUTTER
12 EX. PARKING SPACES (TO REMAIN)(TYP.)'
(TO BE REMOVED) 5 -- (TO BE REMOVED) 46.T
E 5" PE PIPE ASPHALT PARKING AREA EX. DRIVEWAY J
— 15 SETBACK
8q EX. CURB & GUTTER -
_ (TO REMAIN)(TYP.) - --------------
_- - --- /
---
---
�475.
525.26'
S 86°15'38" 84a-
EX. POWER POLE -
-�- — INLET (TO BE CONVERTED TO CURB INLET AFTER P (TO REMAIN)
�4 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
i
C BLE LINE
1
1N
C, No
� N
� m
i
-10z
I 0
� ' 1
I � �
� O �
c O �
�JGN 0
I
VEST: 843.1'_'_�
1 1 1
1 ` N
o w
4' =
15" RCP
INVERT: 42.8'
Know what's below.
Call before you dig.
0
U
O
CC)
o.
CDO
M
�O
CC)
U
U �
U
W
w
Z 3
MW
Uz
3
W
W J
ULL
>
U<
U
V /
<
D
0
O=o
U
(D
mw
' ^cq
?_
(\v^)
U
� 0o
LU a
Z W
i
Q
7C)
O
O
WN
W
`o
Z a
U
r
U
O
LO
J
r"
Cq
0
Q
N
W E
S
NORTH ARROW
0 15 30 60
GRAPHIC SCALE 1"=30 FT.
. N
Z
Q
I..L
0
w 00 w
V)o� o
Z � �
'0z
�
LULU
o z
LU
w Z
�� 0
� U LU
z F_
�m
LU z U 0
Q � z
U
- w
Z
X
LU
REVISIONS:
A2022-3-29 1ST EC REVIEW
2 2022-5-13 NCDEQ COMMENTS
CO2 - SURVEY.DWG
PROJECT NUMBER:
221011
DATE: 2/4/2022
DRAWN BY: KIW
CO2
SHEET
12
OF
=j
CO2 -SURVEY. DWG -PLOT: Kennedy - TUE. 5-24-2022 3:10 PM