20191018 Ver 1_US 64 Pipe 1 Cross & End View_20190731

DETAIL SECTION - CROSS SECTION
VARIABLE
PROPOSED PIPE BED
.. it
I
I
------------------------------------------
EXISTING 36" X 120' CAP
EXISTING WATER LEVEL
VARIABLE
I
PROPOSED 54" X 120'
CORRUGATED ALUMINUM PIPE
XISTING STREAM BED EXISTING PIPE BED
NOTES: * PROPOSED 54" x 120' CORRUGATED ALUMINUM PIPE TO BE BURIED 1.0' BELOW EXISTING STREAM BED
* ALL ELEVATIONS BASED ON ASSUMED DATA
EXISTING
— — — — — — — — — — — — — — — — — — — — — � 4 OF PAVEMENT— — — — — — — — — — — — — — — —
25.00,
PROPOSED RIP RAP �
EXISTING PIPE BED 14.69'
EXISTING
36" x 120' CMP
DETAIL SECTION -
I _ STREAM BED 15.04'
PIPE BED 14.04'
PROPOSED
54" x 120' CAP
OUTLET END VIEW
SYMBOLS
PROPOSED CROSS SECTION
- - - - - - EXISTING CROSS SECTION
R
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
v
DIVISION 1
113 AIRPORT DR. o
EDENTON, NC 27932 [phone] P� 'T
F�? OF TRP"SeO
COUNTY:
DARE
WBS#: 2019CPT.01.16.10
QUAD:
MANTEO
DATE:
APRIL, 24, 2019
BASIN:
PASQUOTANK
SHEET #:
2 OF 2
REPLACE PIPE CULVERT ON
US HWY 158
(CROATAN HWY)
LAT.
= 35.890389 N
LONG. =
75.657387 W
DRAWN
BY: B.K. BROWN
SCALE:
1" = 10'