HomeMy WebLinkAboutSW3220302_Plansheet - Other_20220308I'
APPROX. LOCATION OFEX. WATER
SERVICE LINE(SIZE AND LOCATION TO BE
FIELD VERIFIED)
SEWER PUMP EX. WATER
1 METER GAS LINE
iv i i
484 LF OF 2" PVC WATER SERVICE WATERSHED LINE `C.O. CABLE LINE
„—•_—
LINE TO NEW BUILDING NOT IN WATERSHED !
sss � °��
TAP INTO EX. SERVICE LINE EX. SEWER SERVICE LATERAL
8' ws AFTER WATER METER
481 LF OF 4" PVC SEWER SERVICE ss _.C.O. \\� I (SIZE TO BE FIELD VERIFIED)
\\\�� --
---
-- I
@ 1.04%MIN. SLOPE TO NEW BUILDING � � IF SEWER PUMP IS REQUIRED
� s - C.O. � � 68.4 I I � 1
— a FOR EX. BUILDING SEWER SERVICE 8. II
WS TIE PROP. SEWER SERVICE LINE IN 0 `
— 45° BENDS ws _ s= C O \ AT PUMP II I
ss — 30, SETBACK ° I C O I Icl
— — — _C.O. I w1
_ C.O. ' — _ I 8 �� n III I 70 n
FFE: 847.4, ➢ I < m
— — O L BUILDING
z
c 4°
C.O.
LOADING DOCKWELL
FUTURE MANUFACTURING
BUILDING 12,000 SF
4.775 AC +-
DB 2990-634
SEE ARCH PLANS FOR
TIE IN LOCATIONS
FFE: 857.25
UNDERGROUND POWER
WATERSHED LINE
WS-IV CRITICAL GAS LINE CABLE LINE
LAKE NORMAN LUTHERAN CH. _
DB 555-731
EX. 15" HDPE PIPE
TION
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REMAIN)
_ _ _
I
17 I
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\ PROPOSED I
SCM — EX. 15" RCP PIPE
CROWN ATLANTIC CO. \ I
DB 1113-540 \
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60' RIGHT OF WAY
PER DEED BOOK 787-339
_ (30' EACH SIDE OF BOUNDARY)
GENERAL NOTES:
1. ALL PRIVATE SEWER AND WATER TO ABIDE BY NC BUILDING
CODE AND LINCOLN COUNTY DEVELOPMENT STANDARDS.
T.R.C.O - TRAFFIC RATED CLEANOUT (FLUSH)
C.O. - STANDARD CLEANOUT
72.5'
ONE STORY COMMERCIA ➢ v, III i
� I
EX. BUILDING = Z ` p f
17,030 SF ➢ III Q O-
�PN
70
`I— — (D
NEW ADDITION a d I i
5,203 SF O
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n \
1 �
I �
I \ T �
ASPHALT PARKING AREA 46.
15SETBACK
11
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.
Know what's below.
Call before you dig.
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REVISIONS:
C07 - UTILITY.DWG
PROJECT NUMBER:
221011
DATE: 2/4/2022
DRAWN BY: KIW
C07
SHEET
12
OF
C07 - UTILITY.DWG -PLOT: Kennedy -WED. 2-16-2022 8:47 AM