20170625 Ver 1_2017-05-17 HWY 57 Widening_20170522

9+90
VAR
N
1 �� P�'��
2� ��,�
/
216 LF 60" RCP
FOR STREAM CONVEYANCE
I \ \ \
� -- \ ��_ �
� ±20' TEMPORARY CONSTRUCTION
�EXISTING POWER POLE EASEMENT & PERMANENT
/ (TYP) � � UTILITY/DRAINAGE EASEMENT
� ��� �
11+00
25.00'
MILL PAVEMENT PAST
WIDENING TIE IN AND
OVERLAY AS SHOWN
DOUBLE 4" SOLID
YELLOW WITH 12"
YELLOW DIAGONALS.
(NCDOT STD 1205.09)
2/3A = 220'
�
100' NCDOT RIGHT-OF-WAY
� �
\ \
EXISTIN DRIVEWAY �� \�
RIPARIAN BUFFER
EXISTING HDPE
ORIGIN UNKNOWN
EXISTING
POWER POLE �
`L GUARDRAIL & END
TREATMENTS PER
NCDOT STD 862.02
STD 4" MINI-SKIP LINE
(NCDOT STD 3'-9' SPACING)
— T= 200'
PROP. EXIST. I PROP.
EP EP VAR. WIDTH PROPOSED PAVEMENT. EP
VAR. (�NCLUDING �' PAVED SHOULDER) VAR.
MIN 4' MIN 0-6.5' 24' ± EXISTING PAVEMENT. 0-6.5' 4' MIN 3' MIN
GRASS OVERLAY WITH 1.5"-S9.5B. GRASS
HOULDE c~i� � � � HOULDE
A w w A w w A
rn � MATCH EXISTING MATCH EXISTING �
�--- —�
�- PROPOSED
GRADE.
PROPOSED GUARD RAIL
(PER NCDOT SPECS)
PAVEMENT SCHEDULE
O3" - S9.5B WHICH INCLUDES A 1.5" �
FULL WIDTH OVERLAY OF EX. PAV'T
BO 3" - 119.0B
C� 5" - B25.0B
Op EX. PAVEMENT STRUCTURE
9+90i
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—60
D= 250'
VAR.
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PROPOSED
GRADE.
PROPOSED GUARD RAIL
(PER NCDOT SPECS)
TYPICAL SECTION
STA 13+50 THRU STA 17+25
NC HWY 57 NORTH
NORTHBOUND APPROACH
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Know what's belOw.
CaII before you dig.
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SEE INSETS A& B ON �
SHEET C-8A FOR EXISTING I
WINGWALL DETAILS
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�RADING AND STORM DRAINAGE NOTES:
SCALE 1 ":20'
581
580
�
PROPOSED
GUARDRAIL
587
�
■ ■ � ■ ■ � ■ ■ � ■ ■
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Know what's belOw.
CaII before you dig.
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� EX. T/W - 577.87
_ EX. B/W - 569.38
PROP Tnni - �an
�----
585 �
584
583��/ T��a F�
582 // / �—
/
±2.5' PROPOSED
WING WALL
EXTENSION
PUBLIC
RIGHT-OF-WAY
�
�■■�■■��■I■
T/W - 573.50
B/W - 573
INSET B
SCALE 1 ":10'
HIGHWAY 57
EXISTING 1.5'
THCIK HEADWALL
� EXISTING 0.7 �
THICK' WING
WALLS
1 EX. T/W - 573.54
EX. B/W - 569.49
PROP T/W - 575.25
■■����■�■■�■■
T/W - 573.83
B/W - 573.75
PROP T/W - 576
INSET C
SCALE 1 ":10'
NogTH
EX. T/W - 577.80
EX. B/W - 569.54
58�5g4 �585
587
�
581
582
579� �
—�S)\\\ 578
577
`- PROP T/W - 5\\� 576 �
B/W - 572.75 575
■ o � ■ ■ � ■ � ■ � � ■ ■ � ■
±5' PROPOSED
WING WALL
EXTENSION
N�gTH
NogTH
ALL PIPE TO BE INSTALLED ON-SITE AND IN THE RIGHTS OF WAY SHALL MEET OR EXCEED THE NCDOT ASTM AND
AASHTO SPECIFICATION REQUIREMENTS FOR SUCH PIPE MATERIAL. CONTRACTOR SHALL VERIFY APPROVAL WITH
NCDOT FOR ALL PIPE MATERIALS TO BE USED IN THE RIGHT OF WAY.
ALL ON-SITE PIPE SHALL BE INSTALLED MEETING COVER, BACKFILL AND BEDDING REQUIREMENTS PER NCDOT OR THE
MANUFACTURER'S RECOMMENDATIONS, WHICHEVER IS MOST STRINGENT.
NCDOT PRE-CAST DRAINAGE STRUCTURES / MANHOLES CAN BE USED IN LIEU OF NCDOT STANDARD BRICK OR
CONCRETE CATCH BASINS. ANY DEVIATION FROM THE SPECIFIED STRUCTURES SHALL BE APPROVED BY ENGINEER
PRIOR TO INSTALLATION AND SHALL MAINTAIN COMPLIANCE WITH ALL CORRESPONDING NCDOT MATERIAL, DRAWING &
DETAILED SPECIFICATIONS.
CONTRACTOR SHALL FIELD VERIFY THAT PROPOSED GRADES MATCH EXISTING PAVEMENT AT ALL CONNECTION/TIE
POINTS PRIOR TO FINAL LIFT OF ASPHALT. CONTRACTOR SHALL NOTIFY ENGINEER IF DISCREPANCY OCCURS.
ALL STORM DRAINAGE CONSTRUCTION SHALL COMPLY WITH 2O12 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES, AND NCDOT STANDARD DRAWINGS UNLESS OTHERWISE NOTED OR SPECIFIED.
THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED SURFACE. GRADE LINES MAY BE ADJUSTED
AT THEIR BEGINNING, ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A PROPER
TIE-IN. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED INVERTS, FFE'S & FINISHED SURFACES TO ENSURE THAT
MINIMUM SLOPE & COVER REQUIREMENTS ARE PROVIDED PRIOR TO INSTALLATION OF REFERENCED ITEMS. CONTACT
ENGINEER WITH DISCREPANCIES.
THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE; OFFSITE BORROW OR WASTE MAY BE REQUIRED.
ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTING GRAVITY SYSTEMS AND SHALL BE
ADJUSTED BY THE ENGINEER IF NECESSARY.
ST-1 (NCDOT STD 840.32)
TOP - 576
INV IN W - 571.50
INV IN S - 571.25
INV OUT - 570.94
STREAM IMPACT TABLE
IMPACTED AREA TEMPORARY PERMANENT
STREAM (LF) - PER CL OF EXISTING CHANNEL 20 220
ZONE 1 (SF) 2,151 12,251
ZONE 2 (SF) 0 1,045
I NSET D
SCALE 1 ":10'
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DRAWING NAME:
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13-0115 -OS-1
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SHEET NO.
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