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See Sheet 9A For Index of Sheets
VICI11lITY MAP
OFFSITE DETO UR
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LE1�lOIR CO U1�TY
LOCATI011I: REPLACE BRIDGE 1110.161 OVER STRAWBERRY BRA11lCH
01V SR 1913 (ELIJAH LOFTIIV ROAD)
TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING AND CULVERT
WETLAND AND SURFACE
WATER IMPACTS PERMIT
A
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NOTES:
1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
3
17B P.2. R.82
DOCUMENT NOT CONSIDERED FINAL
UNLE55 ALL SIGNATURES COMPLETED
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepo�e0 in tl� Office of: HYDRAULICS ENGINEER
�INTB HNTB NORTH CAROLINA, P.C.
ADT 2012 = 850 aaa e. s�x Forks Roatl, Suite zoo
Raleigh, North Carolina 27609
50 25 0 50 100 Nc �icense No: C-1554 ��qp
ADT 2032 = 1700 �� °� � Q�
K = � O % 2012 STANDARD SPECIFICAT/ONS a�? ��o
PLANS LENGTH OF ROADWAY TIP PROJECT 176P.2.R.82 = 0.117 MILES � �
D= 60 % DAVID W. BASS, PE �E o D
PROJECT ENGINEER S7GNATURE: w�
50 25 0 50 �00 T— 6 0�0 * RIGHT OF WAY DATE: q �
LENGTH OF CULVERT TIP PROJECT 17BP.2.R.82 = 0.006 MILES D o
V= 60 MPH SEPTEMBER 13, 2017 ROADWAY DESIGN
PROFILE /HORIZONTAL * a o TOTAL LENGTH OF TIP PROJECT 17BP.2.R.82 = 0.123 MILES MONICA J. DUVAL ENGINEER ��� Q�Q
l � TTST = Z�0 D UAL 4/o PROJECT DESIGN ENGAEER %? QOO
10 5 0 10 20 FUNC CLASS = LETTING DATE: �� ppQ�g
LOCAL MARCH 21, 2018 HEATHER C. LANE PE
PROFILE (VERTICAL) SUB—REGIONAL TIER xcnor coxrAcr PE
S7GNAT[IRE:
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PERMANENT IMPACTS IN SURFACE WATER = 64 LF
TEMPORARY IMPACTS IN SURFACE WATER - 13 LF
O BEGIN PRO ECT 17BP.2.R.82
-L- STA 12 + 00.00
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PERMANENT IMPACTS IN SURFACE WATER = 41 LF
TEMPORARY IMPACTS IN SURFACE WATER = 12 LF
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON THE PLANS.
LEFT DITCH -��-��-��-��-��-
RIGHT DITCH -----------
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-L- SIA 11tUUAU '
ELEV. = 65.70'
PI = 13+60.00
EL = 62J4'
� VC = 300'
K = 1V
V = 55 MPH
� m
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1 IMPACTS � I C�NTBN� =�s�s °
�DENOTES TEMPORARY �.cense No. c issa
IMPACTS IN SURFACE WATER
�RIP RAP AT EMBANKMENT � DENOTES IMPACTS IN -
SEE DETAIL 2 SURFACE WATER
EST.18 SYGF
EST. 11 TONS O O
$PECIAL LAT.'V' DITCH 4, N
$EE DETAIL 1
RETAIN
�'9Q 8 BM#1 Ql
Nq � PERMANENT IMPACTS IN SURFACE WATER = 0 LF
2� TEMPORARY IMPACTS IN SURFACE WATER = 0 LF
PUE� ,� N 50'EOT BL-4
- `APER RT'LT �
BEGIN / END SAFETY FENCE
PUF � -L- 57A18+50 !LT/R71 �
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$EE �TAIL 2
EST.1 $YGF
EST. 9 TONS O
CULVERT CHANNEL �
IMPROVEMENTS
SEE DETAIL 3
COIR FIBER
- warr�E ear�R�ER
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� DB n93 PG 86i
I� I PC fi SLIDE fi8
TRACT I
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PERMANENT IMPACTS IN SURFACE WATER = 0 LF
TEMPORARY IMPACTS IN SURFACE WATER = 0 LF
-L-
WS EL.= 55.2' �
.� - ('f 7.8500% SURVEY 06-01-17
BEGIN SPECIAL /�� _� 4pODp� �_� /5�0/
LAT.'V'DITCH (RT)/ ��' -------- _ f-J0.5000%
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END SPECIAL
�ar, v� oircH
Pl =15+3�.00
E1=58J9
END SPECIAL
LAT.'V' DITCH
Pl =15+32A0
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-L- STA 18+50.
ELEV. = 66.25'
10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00
DETAIL 2
RIP RAP AT EMBANKMENT
iHo��o s�oiei
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-L- 15+03 LT
-L- 15+05 RT
-L- 15-31 LT
-L- 15+32 RT
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-L- STA 17+55.40, 82.31' LT
ELEV. = 66.23
RR SPIKE IN 30" PINE
BEGIN SPECIAL
LAT.'V' DITCH fL
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El =6228
BEGIN SPECIAL
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PI =17+50A0
El=6l.71
18+00 19+00
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PROJECT REFERENCE NO. SHEET NO.
17BP.2.R.82 4
RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 2 OF 7
DETAIL 1
SPECIAL LATER.4L 'V' DITCH
SILL DETAIL i�o��o s�a�ei
Hii��H c�o�ni � 9'� F�n
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TF9'� Fv'�T
rEok cu�v�r5aonoM �anCxFiu Min. D- 1.5 Ft.
FROM -L- STA.13-00 TO STA.15-03 LT
7BP.2.R.82 FROM -L- STA.12+00 TO STA.15+05 RT
FROM -L- STA. 15+31 TO STA. 17+50 LT
� FROM -L- STA.15+32 TO STA.17+50 RT
DETAIL 3 �"°"° s`°�`�
CULVERT CHANNELIMPROVEMENTS
(UPSTREAM�
c���a ' z'�+ ti1��+ia ee��n e
��a.,s a�M. ' �,�d�,� �� ao�p o0
ci.� i vivk�o EST. 30 CV EXCAVATION
EST.40 SY MATTING
o-vari � p ea�k� EST. 30 TONS CLA55 'I' RIP-RAP
20+00
-L- STA. 15+19 RT
DETAIL 4 �"°,�° s`°�`�
NNERT CHANNELIMPROVEMENTS
(DOWNS7REAM)
a��„a �' ar zr���eia��ae�m e
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EST.60 SV MATTING
o-veries�roTopo�ee�k� EST.70TONSCLA55'I'RIP-RAP
-L- STA. 15+19 LT
CULVERT HYDRAULIC DATA
DESIGN DISCHARGE = 3/0 CFS
DESIGN FREQUENCY = 25 YRS
DESIGN HW ELEVATION = 60.3 FT
BASE DISCHARGE = 480 CFS
BASE FREOUENCY = l00 YRS
BASE HW ELEVATION = 609 FT
OVERTOPPING DISCHAR6E _ �700f+1 CFS
OVERTOPPING FREQUENCY= )500f+) YRS
OVERTOPPING ELEVATION = 64J0 FT
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RIP RAP AT EMBANKMENT ^ I
SEE DETAIL 2 ��
EST.17 $YGF
EST.10 TONS N
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PERMANENT IMPACTS IN SURFACE WATER = 64 LF O v m m
TEMPORARY IMPACTS IN SURFACE WATER - 13 LF o
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PERMANENT IMPACTS IN SURFACE WATER = 41 LF
TEMPORARY IMPACTS IN SURFACE WATER = 12 LF
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON THE PLANS.
LEFT DITCH -��-��-��-��-��-
RIGHT DITCH -----------
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-L- SIA 11tUUAU '
ELEV. = 65.70'
PI = 13+60.00
EL = 62J4'
� VC = 300'
K = 1V
V = 55 MPH
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�DENOTES TEMPORARY �.cense No. c issa
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EST.18 SYGF
EST. 11 TONS O O
�$PECIAL LAT.'V' DITCH 4, N
SEE DETAIL 1 RETAIN
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PUE� ,� 50'EOT BL-4
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PROJECT REFERENCE NO. SHEET NO.
17BP.2.R.82 4
RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 3 OF 7
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EST.1 SYGF I�. I O --I ������'" 1 d J.� slopo
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- CULVERT CHANNEL � � __ RICHARD M. BAKER
"� y IMPROVEMENTS O I ' oe cu v�isaor�roM P�P Min. D= 15 Fi.
�� SEE DETAIL 3 � I � DB I193 PG 861 I r � an<xvu
COIR FIBER I � PC fi SLIDE 68 FROM -L- STA.13-00 TO STA.15-03 LT
WAT7LE BARRIER �� To�rT �
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PERMANENT IMPACTS IN SURFACE WATER = 0 LF
TEMPORARY IMPACTS IN SURFACE WATER = 0 LF
-L-
WS EL.= 55.2' �
.� - ('f 7.8500% SURVEY 06-01-17
BEGIN SPECIAL /�� _� 4pODp� �_� /5�0/
LAT.'V'DITCH (RT)/ ��' -------- _ f-J0.5000%
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END SPECIAL
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Pl =15+3�.00
E1=58J9
END SPECIAL
LAT.'V' DITCH
Pl =15+32A0
� E�=58J2
-L- STA 18+50.
ELEV. = 66.25'
10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00
DETAIL 2
RIP RAP AT EMBANKMENT
iHo��o s�oiei
to m��,.- _ r��
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Type ofLiner- Closs I' R'i�Rop
-L- 15+03 LT
-L- 15+05 RT
-L- 15-31 LT
-L- 15+32 RT
BM#1
-L- STA 17+55.40, 82.31' LT
ELEV. = 66.23
RR SPIKE IN 30" PINE
BEGIN SPECIAL
LAT.'V' DITCH fL
Pl =17+50.00
El =6228
BEGIN SPECIAL
LAT.'V' DITCN (RT)
PI =17+50A0
El=6l.71
18+00 19+00
i
ECT I7BP.2.R.82 FROM -L- STA.12+00 TO STA.15+05 RT
FROM -L- STA. 15+31 TO STA. 17+50 LT
+�O.00 FROM -L- STA.15+32 TO STA.17+50 RT
DETAIL 3 �"°"° s`°�`�
CULVERT CHANNELIMPROVEMENTS
(UPSTREAM�
Gca.isaaeM. s�+. ���D� ry c� a�rs�o o� e
ci.� i vivk�o c ESTB30 CV EXCAVATION
EST.40 SY MATTING
o-vari � p ea�k� EST. 30 TONS CLA55 'I' RIP-RAP
20+00
-L- STA. 15+19 RT
DETAIL 4 �"°,�° s`°�`�
NNERT CHANNELIMPROVEMENTS
(DOWNS7REAM)
cas. aaaao � � � ��ae a
,aoaa�. ' ���a�� �au �k�k,�
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EST.60 SV MATTING
o-veries�roTopo�ee�k� EST.70TONSCLA55'I'RIP-RAP
-L- STA. 15+19 LT
CULVERT HYDRAULIC DATA
DESIGN DISCHARGE = 3/0 CFS
DESIGN FREQUENCY = 25 YRS
DESIGN HW ELEVATION = 60.3 FT
BASE DISCHARGE = 480 CFS
BASE FREOUENCY = l00 YRS
BASE HW ELEVATION = 609 FT
OVERTOPPING DISCHAR6E _ �700f+1 CFS
OVERTOPPING FREQUENCY= )500f+) YRS
OVERTOPPING ELEVATION = 64J0 FT
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ZONE 1 BUFFER IMPACTS = 1370 SF
ZONE 2 BUFFER IMPACTS = 962 SF
O BEGIN PRO ECT 17BP.2.R.82
-L- STA 12 + 00.00
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E5T.18 SVGF
` EST.11 TONS
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SEE DETAIL 1
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Q3
ZONE 1 BUFFER IMPACTS = 744 SF
ZONE 2 BUFFER IMPACTS - 385 SF
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON THE PLANS.
LEFT DITCH -��-��-��-��-��-
RIGHT DITCH -----------
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-L- SIA 11tUUAU '
ELEV. = 65.70'
PI = 13+60.00
EL = 62J4'
� VC = 300'
K = 1V
V = 55 MPH
WS EL.= 55.2' �
.� - ('f 7.8500% SURVEY 06-01-17
BEGIN SPECIAL /�� _� 4pODp� �_� /5�0/
LAT.'V'DITCH (RT)/ ��' -------- _ f-J0.5000%
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RIP RAP AT EMBANKMENT
SEE DETAIL 2
EST.18 SYGF
EST. 11 TONS
/� SPECIAL L4T.'V' DITCH
� SEE DETAIL 1
PUE
� �.
� PDE �
5 CIAL AT.'V' DITCH
5 E DET IL 1 15„
m m
- RIP WWWjj}P AT EMBANKMENT
$EE �TAIL 2
EST.1 $YGF
EST. 9 TONS O
CULVERT CHANNEL �
IMPROVEMENTS
SEE DETAIL 3
COIR FIBER
- warr�E ear�R�ER
�
E� I C�NTB N� °
� ALLOWABLE IMPACTS ZONE 1 �.cense No. c issa z�sas
����� ALLOWABLE IMPACTS ZONE 2 '
O O
N
RETAI ���
BM#1 \\`� �^/,q Ql
���>> ZONE 2 B UFFF R I MP ACTS = 1979 SF
.. 50' E07 BL-4
N `APER RT'LT �
� j BEGIN / END SAFETY FENCE
-t- srais+so arian
PUE -(�j
� 0 1 RETAIN
_ - ~ - F --- � - 5 3P0/'00.9"E
E w� � _ _
� I
.-r = � o
�; PGF I � eJ�
Mi I
� y„
� � I BEGIN / fN0 SAFETY F NCE
J p -L- Al + fRTJ
h O�
� RICHARD M. BAKER
� DB n93 PG 86i
I� I PC fi SLIDE fi8
TRACT I
DETAIL 2
RIP RAP AT EMBANKMENT
iHo��o s�oiei
io m�o.
Di�ch �,0'min. t
Grade
GEOTEXTILE
Q4 *vPe o� �,�e.- ��a�, �- a,.Ra,
ZONE 1 BUFFER IMPACTS = 778 SF -i- is os aT
ZONE 2 BUFFER IMPACTS = 491 SF -�- �s-s� �r
-L- 15+32 RT
(+)0.7163 %
f+105000% (+l L5000% , (+12w
7+i o:�000i -._..�.._ .,_.�+�
� � P/ -
F/ -
t I = 7tl.91
END SPECIAL
�ar, v� oircH
Pl =15+3�.00
E1=58J9
END SPECIAL
LAT.'V' DITCH
Pl =15+32A0
� E�=58J2
-L- STA 18+50.
ELEV. = 66.25'
10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00
I
BM#1
-L- STA 17+55.40, 82.31' LT
ELEV. = 66.23
RR SPIKE IN 30" PINE
BEGIN SPECIAL
LAT.'V' DITCH fL
Pl =17+50.00
El =6228
BEGIN SPECIAL
LAT.'V' DITCN (RT)
PI =17+50A0
El=6l.71
18+00 19+00
i
E�
+
PROJECT REFERENCE NO. SHEET NO.
17BP.2.R.82 4
RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 4 OF 7
DETAIL 1
SPECIAL LATER.4L 'V' DITCH
SILL DETAIL i�o��o s�a�ei
Hii��H c�o�ni � 9'� F�n
�.1 1 d �.� Slop�
D
TF9'� Fv'�T
rEok cu�v�r5aonoM �anCxFiu Min. D- 1.5 Ft.
FROM -L- STA.13-00 TO STA.15-03 LT
7BP.2.R.82 FROM -L- STA.12+00 TO STA.15+05 RT
FROM -L- STA. 15+31 TO STA. 17+50 LT
� FROM -L- STA.15+32 TO STA.17+50 RT
DETAIL 3 �"°"° s`°�`�
CULVERT CHANNELIMPROVEMENTS
(UPSTREAM�
c���a ' z'�+ ti1��+ia ee��n e
��a.,s a�M. ' �,�d�,� �� ao�p o0
ci.� i vivk�o EST. 30 CV EXCAVATION
EST.40 SY MATTING
o-vari � p ea�k� EST. 30 TONS CLA55 'I' RIP-RAP
20+00
-L- STA. 15+19 RT
DETAIL 4 �"°,�° s`°�`�
NNERT CHANNELIMPROVEMENTS
(DOWNS7REAM)
a��„a �' ar zr���eia��ae�m e
"" ' ���a��� �au�k�k�a,o
c�� ���� �� EST. 100 CV E%CAVATION
EST.60 SV MATTING
o-veries�roTopo�ee�k� EST.70TONSCLA55'I'RIP-RAP
-L- STA. 15+19 LT
CULVERT HYDRAULIC DATA
DESIGN DISCHARGE = 3/0 CFS
DESIGN FREQUENCY = 25 YRS
DESIGN HW ELEVATION = 60.3 FT
BASE DISCHARGE = 480 CFS
BASE FREOUENCY = l00 YRS
BASE HW ELEVATION = 609 FT
OVERTOPPING DISCHAR6E _ �700f+1 CFS
OVERTOPPING FREQUENCY= )500f+) YRS
OVERTOPPING ELEVATION = 64J0 FT
$�
7�
60
50