20211483 Ver 1_280_009_B2500C_Ut_rdy4_UC4_psh_20211011

-L- POT STA. 12+30.00
BEGIN PROJECT
-Y1- STA. 10+87.00
BEGIN CONSTRUCTION
-Y2- STA. 12+38.00
END CONSTRUCTIONEXEX.025.025-Y2- STA. 10+00.00
-L- STA. 21+92.99 =
-Y1- STA. 11+52.23
-L- STA. 22+06.22 =10+0015+0020+00N23°40'18.0"W
10+00
N60°45'24.7"E10+00
N62°49'13.8"EN17°33
'29.3"W 12+41.92PT
11+12.86PC
92.00'R
129.06'L
77.72'T
62°16'40.9"D
(LT)80°22'43.1"Δ
11+90.57PI
-Y2-16+02.70- ST LHP -17+20.00- ST LLP -- ST 24+00.11LHP -DB 79 PG 548
US GOVERNMENT
DB 79 PG 548
US GOVERNMENT
DB 79 PG 548
US GOVERNMENT
DB 79 PG 548
US GOVERNMENT
DB 79 PG 548
US GOVERNMENT
83/2011
NAD
B-2500C
ENGINEER
UTILTIES DESIGN
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
STATE OF NORTH CAROLINA
ROADWAY DESIGN UNIT5/26/20+50
01 2+50 5+50 +5010+50 +50 +50 +50 [phone]+50 13+50+50 3 4
-10
20
30
10
20
10
-20
-100 -10
20
30
10
20
10
-20
0
-100
+50012+50 5+50 +50 +5010+50 +50 +50 [phone]+50 13+50+50 3 40 +50
+50

P023041
SEAL
C0RE
Y D. BOU SQUE TL
NA
I
OSSFERONORTHCAROLINA
E
NGINEER
HINDE
ENGINEERING
401 Harrison Oaks Blvd., Suite 220 Cary, NC 27513
License No. C-2639
UC-4
C
O
Q
UI
N
A B
E
A
C
H
R
D
PARKING LOT (BST)BODI
E
I
SLAND LI
GHTHOUSE RD 24'
BSTTO BODIE IS
L
A
ND LI
GHT
HOUS
E
22' B
S
TT TTTHHHH
6" AC AATUR6" AC AATUR6" AC AATUR6" AC AATUR6" AC AATUR EOI
E
ORI EORIEOIEOI
AATURUNKNOWN UNKNOWN AATUR8" FUSIBLE PVC 6" FUSI
BLE PVCNC 12 33' BST
2SFD 2SFD
S
22' B
S
T
S
BOLLARD BOLLARDBOLLARDS
BOLLARDSS
SBOLLARD S
BOLLARDSS
S
GV
BO
ON FIELD CONDITIONS.
AND TYPE OF FITTINGS WILL VARY BASED
IS 830 POUNDS. THE ACTUAL QUANTITY
WATER PIPE FITTINGS ON THIS PLAN SHEET
THE ESTIMATED QUANTITY OF DUCTILE IRON
EXIST. GRADE
WATER LINE 1
SEE PROFILE WATER LINE 2
SEE PROFILE
ABANDON
PLUG PLUG
PLUG PLUG
WATER LINE 1
WATER LINE 2
ABANDON
EXIST. 8" PVC FUSIBLE
FUSIBLE
EXIST. 8" PVC
FUSIBLE
EXIST. 8" PVC
FUSIBLE
EXIST. 8" PVC
G
VINSTALL BY DIRECTIONAL DRILL0+001+002+003+004+005+006+007+008+009+0010+001+000+00ABANDONED
WATER LINE IS
BO
SPECIFICATIONS.
AS REQUIRED BY SUBARTICLE 1550-3(B) OF THE STANDARD
ENGINEER LICENSED BY THE STATE OF NORTH CAROLINA,
FOR THE TRENCHLESS INSTALLATION CERTIFIED BY AN
INSTALLATION ON THIS PROJECT, PROVIDE A DESIGN
PRIOR TO COMMENCING ANY WORK ON TRENCHLESS
NOTE:
DEPTH (SEE DETAIL 2)
V-DITCH 2' MINIMUM
OVER 50'
TIE TO EXISTING DITCH
DEPTH (SEE DETAIL 1)
V-DITCH 2' MINIMUM
DEPTH (SEE DETAIL 2)
V-DITCH 2' MINIMUM
DEPTH (SEE DETAIL 2)
V-DITCH 2' MINIMUM
DEPTH (SEE DETAIL 2)
V-DITCH 2' MINIMUM
TIE TO EXISTING GRADE
TIE TO EXISTING GRADE
DEPTH (SEE DETAIL 1)
V-DITCH 2' MINIMUM
OVER 50'
TIE TO EXISTING DITCH
TIE TO EXISTING GRADE
TIE TO EXISTING GRADE
C
C
C C C C C C C C C
C
C
C
C C C
C
C C C C
C
C
C C C C C C
F
C C CC
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
50.00'
+40.00
66.00'
+00.00
67.00'
-L- +64.00
28.00'
-Y2- +77.00
30.00'
+26.00
29.00'
+12.00
27.00'
+50.00
29.00'
+02.00
28.00'
+11.00
50.00'
-L- +26.00
35.00'
-Y1- +77.00
50.00'
-L- +63.00
32.00'
-Y1- +75.00
70.00'
+09.00
1
1 1
1
OF 8"
880 LF DIRECTIONAL DRILLING
STA. 0+43.60
8" - 11 1/4 RJ DI BEND (HORZ. & VERT.)
STA. 9+81.74
8" - 11 1/4 RJ DI BEND (HORZ. & VERT.)
STA. 10+13.82
8" - 11 1/4 RJ DI BEND (HORZ. & VERT.)
CONNECT TO EXISTING
0+00 STA.
BEGIN 8" WL CONSTRUCTION
CONNECT TO EXISTING
10+13.82 STA.
END 8" WL CONSTRUCTION
STA. 0+00
8" - 11 1/4 RJ DI BEND (HORZ & VERT.)
STA. 0+10
8" VALVE
CONNECT TO EXISTING
STA. 0+00
BEGIN 8" WL CONSTRUCTION
& VERT.) STA. 1+71.59
8" - 22 1/2 RJ DI BEND (HORZ.
1+46.15 VERT.) STA. &
8" - 22 1/2 RJ DI BEND (HORZ.
CONNECT TO EXISTING
STA. 1+71.59
END 8" WL CONSTRUCTION
8" FUSIBLE PVC C900, DR 18 (DIPS)
PROP. 880' DIRECTIONAL DRILLING OF
AND 1-8" RJ DI SLEEVE, STA. 0+00
PROP. 1-8"-11 1/4º RJ DI BEND (HORZ. & VERT.)
BEND, STA. 0+43.60 (HORZ. & VERT.)
PROP. 1-8"-11 1/4º RJ DI
BEND, STA. 9+81.74 (HORZ. & VERT.)
PROP. 1-8"-11 1/4º RJ DI
AND 1-8" RJ DI SLEEVE, STA. 10+13.82
PROP. 1-8"-11 1/4º RJ DI BEND (HORZ. & VERT.)
OPEN CUT OPEN CUT
(FUSIBLE PVC, DR 18, (DIPS)
PROP. 60' 0F 8" WATER LINE
(FUSIBLE PVC, DR 18, (DIPS)
PROP. 74' 0F 8" WATER LINESTA. 0+60, START DIRECTIONAL BORE STA. 9+40, END DIRECTIONAL BORE
STA. 0+00 (VERT.)
BEND AND 1-8" RJ DI SLEEVE,
PROP. 1-8"-11 1/4º RJ DI
STA. 0+07 (VERT.)
RJ DI BEND,
PROP. 1-8"-11 1/4º
STA. 1+71.59 (HORZ. & VERT.)
BEND AND 1-8" RJ DI SLEEVE,
PROP. 1-8"-22 1/2º RJ DI
BEND, STA. 1+46.15 (HORZ. & VERT.)
PROP. 1-8"-22 1/2º RJ DI
DR 18 (DIPS)
(FUSIBLE PVC C900,
LINE
PROP. 172' 0F 8" WATER
EXIST. GRADE
PROP. GRADE
STA. 0+00 STA. 10+13.82
BOUNDARY
STA. 0+70 WETLAND
BOUNDARY
WETLAND
STA. 8+60
STA. 0+10
PROP. 8" VALVE
STA. 9+50
PROP. 2" BLOWOFF
STA. 9+40STA. 0+60
STA. 9+50
(FUSIBLE PVC C900, DR 18, (DIPS))
172 LF 8" WATER LINE
DocuSign Envelope ID: 2289A1AF-029B-419C-AFA7-AAAE530154E2
9/23/2021