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NOTE
SANITARY SERVICE FOR
LOTS 32 $ 33 ARE
INDEPENDENT PACKAGE
RESIDENTIAL GRINDER PUMP
STATIONS WITH 2-INCH PVC
FORCE MAIN CONNECTIONS
BORED UNDER CREEK AND
CONNECTED TO EXSTING
TOWN GRAVITY COLLECTION
SYSTEM.
SEE DETAILS SHEET 3
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I ,560 LF 6" C-900 PVC WATERLINE
(SINGLE FAMILY - PHASE I )
HYDRANT ASSEMBLY
COMPLETE WITH VALVE
END SINGLE FAMILY (PHASE I) WATERLINE
STUB OUT WITH 2" TEMPORARY BLOWOFF AT THIS LOCATION
652 LF 6" C-900 PVC WATERLINE
FUTURE - PHASE 2)
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NON -ENCROACHMENT AREA
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DISTURBED LIMITS 8.80 ACRES
Mh#2
APPROXIMATE LOCATION
EXIST. 6" WATER MAIN
7
7
S Culvert
REMOVE EXISTING 18" CS CULVERT
INSTALL GO LF OF 24" HDPE CULVERT
INSTALL 15 FT FROM CENTERLINE OF
EXISTING ROADWAY AND MATCH
EXISTING GRADE (PERMANENT)
6" X 6" WET TAPPING SLEEVE WITH 6" GATE VALVE
APPROX. 25 LF
12-INCH ENCASED BORE
6" DIP CARRIER IN 12" CASING
I ,050 LF WEST OF INTERSECTION
OF SR 1152 WITH US 22 I
APPROXIMATELY 125 LINEAL FEET OF 6" PVC WATER MAIN IN
SR 1152 RIGHT-OF-WAY
5.0 FT OFF EDGE OF PAVEMENT TYPICAL
BEGIN I ,300 LF / END I ,450 LF WEST OF INTERSECTION
OF SR 1152 WITH US 22 I
6" X 6" WET TAPPING SLEEVE WITH 6" GATE VALVE
FUTURE - PHASE 2
i
i
PEK TOWN OF ' UThEKFODTON U.D.O.
HYDRANT ASSEMBLY
COMPLETE WITH VALVE
AIR RELEASE ASSEMBLY IN MANHOLE
i
00
/' ' 8,°,12,4699 E,, - 3 e 37
7
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7 /
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.
./ 7
7
7
7 7
IC-F{ULL BOX _-'
7
7 7
CS Culvert
\ 57°50' 1 6"
15.L8' ie
EXISTING 6-INCH WATER MAIN
a\,
7
7
7 7
7
7
GRAPHIC SCALE
60' R/W ASSUMED
ems,
4
APPROXIMATE LOCATION
EXIST. 6" WATER MAIN
1 INCH = 50 FEET
JOB NUMBER:
21041
C9
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
FOR
BIDDING
PURPOSES
ONLY
ADDENDUM 2
09/30/2021
(=E R 1111I1^ 11CA ll 71019f
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SCALE: I " = 50'
DATE: 09/30/2 I
DRAWN BY: LCT
CHECKED BY: DWO
PROJECT MGR: DWO
SKEET:
GOF 18 0