20171386 Ver 1_Build Maps_20171031

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5�'sE��'1� ��I�° �i ���� II---1� (�'s'� I ' c�Iel�� � �^�
iT���'�������,� �1T�' lI���II����`1y�
LE1�101R COUI�TY
LOCATI011t: REPLACE BRIDGE N0.143 OVER JOSHUA CREEK
ON SR 1922 (VINE SWAMP ROAD)
TYPE OF WORK: GRADI11lG, DRAIIVAGE, PAVING AND STRUCTURE
WETLAND AND SURFACE
WATER IMPACTS PERMIT
1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
DOCUMENT NOT CONSIOEREO FINAL
UNLE55 ALL SIGNATURES COMPLETED
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepa�ed In tl� Offlce of: HYDRAULICS ENGINEER
�INTB HNTB NORTH CAROLINA, P C.
ADT 2012 = 480 RaleighS1NorthkCaRoltlnaS2760gz00
50 25 0 50 100 Nc �icensa wo: c-issa �_ �� ,
ADT 2032 = 960 ; ;;� '� ��- � ���y\
p 201? ST.9NDARD SPECIFIG9TIONS /�'V'\ f �'
PLANS K= 10 /o LENGTH OF ROADWAY PROJECT 176P.2.R.80 = 0.073 MILES � � �,
D= 60 % DOUGLAS M. WHEATLEY, PE srcNArunE: P� r, '�
50 25 0 50 100 — o * LENGTH OF STRUCTURE PROJECT 17BP.2.R.80 = 0.012 MILES reo�Ec.r E,vcrn•EEx ,o �
T— 6 /o RIGHT OF WAY DATE: ROADWAY DESIGN �ti-' � g
V= 60 MPH OCTOBER 11, 2017 ��� ����,
PROFILE HORIZONTAL MONICA J. DUVAL ENGINEER \ �
� ) * T T S T = 2% D U A L 4% T O T A L L E N G T H O F P R O J E C T 1 7 B P. 2. R. 8 0 = 0. 0 8 5 M I L E S r H o� e c r D E s r c. v e x c r x t E e � t� �, �;���
l0 5 0 l0 20 FUNC CLASS = LETTING DATE: �"n���'�
MINOR COLLECTOR APRIL 18, 2018 HEATHER C. LANE PE
PROFILE (VERTICAL) SUBREGIONAL TIER n-cDor coxsncr PE
S7GNATU7tE:

W�
HAND CLEARING IN WETLANDS = <0.01 Ac /0.00 SF
FILL IN WETLANDS = 0.00 Ac /0.00 SF
BEGIl\� PROJEGT 17BP.?.K80
-L- I'OC ST,� 20 + �0.00
� �
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WETLAND & STREAM IMPACTS HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Roatl, Suite 200
G�INTB NC1Li9ense�Noh Ca155ana 27609
W3
HAND CLEARING IN WETLANDS = 0.00 Ac /0.00 SF
FILL IN WETLANDS = 0.00 Ac /0.00 SF ,\
O�
L!) P �
COlR FIBER WATTLE /� � O �$n�
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`�"'" END PROJECT 17BP.2.R.80
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HAND CLEARING IN WETLANDS = 0.00 Ac /0.00 SF
FILL IN WETLANDS = 0.00 Ac /0 SF
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`-TURBlDlTY CURTAIN
BEGIN / END SAFETY FEI✓C�
DETAIL 3 �-�- -�A23+O�rR� - -
DETAIL 1 DETAIL 2 Rie Ra.a ar eMenNKMeNr DEfAIL 4
SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL 3' BASE DITCH I Nor i� s�ai�i SPECIAL LP.TERAL 'V' DITCH
o Sculv
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o�,ada i.o�ml� i 5�
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G.nu�d 3.� 3� Slorac Ground :� � p 3' Siope -^� J./ p 3.� `Siape
D
Min. D= 1.0 F. 8 I Min. �- 2.0 Ff. GEOTEXi1LE -� Min. D- 1.5 FI.
~� 8- 3.0 Fi, lypo of Liner- 10 TOMS, Cl 'I' Rip-Rop I
Geotealila-- 2i s
FROM -L- STA.20+50 TO STA.22+75 �T. FROM -L- STA.23+70 TO STA.25-�-00 LT. FROM -L- STA.22+79 TO STA.22-r96 LT. FROM -L- STA.22�-75 TO STA.22i�98 LT.
_ � z_,�� MATERIAL TO BE REMOVEO � � � � -
. -. �. . . . � i . . � .. . . . - . �] T��T-�T�, . �T � �� -� I
. ., „ . . . . . . . : . . . ._'_'_'__.i . . . . . . . . . . . . . . . 1'_'-_ _. . _ . . . . . . . . . '_ -_ .
�>��-�i fivr� SPIKE SET IN 24" HARDWOOD �
�� ;-L- STA 23 �-17.50, 117.48� LT BEGIN cRa.�e �
.- - __--= i ELEV. = 72.94 - -�- s�A zo+so.00 =
-- ELEV. = 78.15
,_
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Tr �--
ELEV, = 74.00
PI = 21 +40.00 L_-'� j �_
EL = 76.80, --- -,---- __
vC = 750' _- _
K = 208 �
V = 75 MPH ' � �_�_
WS EL= 672'
� '� ' � (9�-e....- SURVEY 06-01-17
� �i � - '-`-,-�-� i __ j )� 5000 � � ( )0 7778 /
;:-1 ' i=: --
I--� � I- • � � � BEGIN SPECIAL (-) 2 7116 0
�.. i__i � .. , . , �: � , LAT. 'V' DITCH (LT) PI
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� __.� � � �._ �_�u �_-- -
' �'--�- PI =20-50.00
EI = 75.72
y - --� � � � �- � Y r ! :- �� END SPECIAL
1 LAT. 'V' DITCH �LT)
. i:. - . i i_ u i i_i_ _il i i i__i i i, i_. .
. �w� �� �u� u- -- PI -22+98.00
'-'--i 7 --t--r--r' ` '-'-'� ` --r- EI = 69.50
i_._ . i_ . .-i�i �-�i : i_ i_ i _i . ;_._ _ . _ ,a � . : :
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RETAIN
PROJECT REFERENCE NO. SHEET NO.
178P.2.R.80 4
fLW SHEEf NO.
ROADwAY DESIGN HYDRAUlICS
ENGINEER ENGINEER
dN�'���gIl�1LE lE Il�]L.�Nb
Dp VOT USE FOR !W ACQU[SITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 2 OF 7
W4
HAND CLEARING IN WETLANDS = 0.00 Ac /0.00 SF
FILL IN WETLANDS = 0.00 Ac /0.00 SF
SKETCFi OF BRIDGE IN
RELATIONSHIP TO PAVEMENT
NOT TO SCALE
-- ---r - - - _.-
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=69.61 - (i ) 0.3000% END SPECIAL _
(-) 0.5 OO,L LAT. 3' BASE DITCH (LT) -
� BEGIN SPECIAL PI ==25+00.00
" �O LAT. 3' BASE DITCH LT EI=68.43
�°�° � PI =231-10.00
M
EI = 67.86
�l � N N
LL L I+1-- . m Q Q . . . . . _ .. . �I . I_I_I_
-'- �1-F .: Z v~i � -- �'-!�-
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LL � � �. ._.�l _l ._1 ��- 1.i : i1�
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BRID�E HYDRAULIC DAT A
DESIGN DISCHARGE = 700 CFS
DESIGN FREOUENCY = 25 YRS
DES�GN HW ELEVATION = 73.3 FT
BASE DISCHARGE = 130� CFS
BASE FREOUENCY = I00 YRS
BASE HW ELEVATION = 74.3 FT
OVERTOPPING DISCHARGE = d05 CFS
OVERTOPPING FREOUENCY= 50 f-! YRS
OVERTOPPING ELEVATION = 73.5 FT
DATE OF SURVEY = 06-07-17
WS. ELEVATION
AT DATE OF SURVEY = 67.2 FT

W�
HAND CLEARING IN WETLANDS = <0.01 Ac /0.00 SF
FILL IN WETLANDS = 0.00 Ac /0.00 SF
BEGIl\� PXOjEGT 17BP.?.K80
_L_ P'OC S7'R �0 �- �O.aQ
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WETLAND & STREAM IMPACTS HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Roatl, Suite 200
FIBER WATTLE
C�INTB NC1Li9ense�Noh Ca155ana 27609
W3
HAND CLEARING IN WETLANDS = 0.00 Ac /0.00 SF
FILL IN WETLANDS = 0.00 Ac /0.00 SF ,\
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,,,g� ' END PROJECT 17BP.2.R.80
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HAND CLEARING IN WETLANDS = 0.00 Ac /0.00 SF
FILL IN WETLANDS = 0.00 Ac /0 SF
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ruReioirr cuRrarN
BEGIN / END SAFETY FEI✓C�
DETAIL 3 �-�- -�A23+O�rR� - -
DETAIL 1 DETAIL 2 Rie wa ar eMenNKMeNT DEfAIL 4
SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL 3' BASE DITCH I Nor i� s�ai�i SPECIAL LP.TERAL 'V' DITCH
o Scalv
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o�,ada i.o�ml� i 5�
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G.nu�d 3.� 3� Slorac Ground :� � p 3' Siope -^� J./ p 3.� `Siape
D
Min. D= 1.0 F. 8 I Min. �- 2.0 Ff. GEOTEXi1LE -� Min. D- 1.5 FI.
~� 8- 3.0 Fi, lypo of Liner- 10 TOMS, Cl 'I' Rip-Rop I
Geotealila-- 2i s
FROM -L-STA.20+50 TO STA.22+75 �T. FROM -L-STA23+70 TO STA.25-�-00 LT. FROM -L-STA.22+79 TO STA.22-r98 LT. FROM -L- STA.22�-75 TO STA.22i�98 LT.
, � z;' MATERIAL TO BE REMOVED . � . . . - - __
. . . � . . . . -�T�� � Tr� -IT� -IT�. . I � I-a_ T. ��� -
. . . i . .. � � -. . �. �__T' -�T�_Tr' '_�_ � ��__'_' . . Tr r rr _
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�
t>r��i fivt� SPIKE SET IN 24" HARDWOOD � I� �N --
�� -L- STA 23 �-17.50, 117.48' LT seciN cRa.�e � I � r� -_
� - + ELEV. = 72.94 _ -�- s�A zo+so.00 - L -
- - � - ELEV. = 78.15
� ��
- -- ---�- _
------ �-------�-L--- L---- L ----L-�--_- �_ __�_
' =- ----i------ - �--- �---- r ---- = i--'-_ __ . . __ END GRADE
_�T� _- I - _L- STA 25+00.00
: _ -- _ __ -- _ � __ ELEV. = 74.00
-L�. . - -- -L - -Li-;-��-,-= L . .�1 �1� --` PI = 21+40.00 ,-_-'�j�-
EL = 76.80, L-- -,---- __
r� _:_ r--- n ' : �T -� T �� ��T - �. VC = 750' . . _ _ �.
- - -- K = 208
-L�- _ T_ � --� � � � _�' V = 75 MPH � -� �- -`
-r� �'-- - _� - �. � � _ �,y,,�;-- WS EL = 672' -�
-�!-- ; . . i .: : ,_ . , : : : . . ' � �� � � __ SURVEY 06-01-17
...� i " ._--�-�-� . ,. , . . . . : . . : . . �. . .� ._ _ . .
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� LAT 'V' DITCH (LT) -
RETqIN
PROJECT REFERENCE NO. SHEET NO.
178P.2.R.80 4
fLW SHEEf NO.
ROADwAY DESIGN HYDRAUlICS
ENGINEER ENGINEER
dN�'���gIl�1LE lE Il�]L.�Nb
Dp VOT USE FOR !W ACQU[SITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 3 OF 7
W4
HAND CLEARING IN WETLANDS = 0.00 Ac /0.00 SF
FILL IN WETLANDS = 0.00 Ac /0.00 SF
SKETCFi OF BRIDGE IN
RELATIONSHIP TO PAVEMENT
NOT TO SCALE
-- --r - - - -
' :�L ' -�L� ' :�L�.' --'�-L�. ---i�:-�L '
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kl � � �?�
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.� � �� �_� �u � _ PI -22+75.00 - ---.._._..- - - - - - -._.._.._.._
y � : �� PI =20-50.00 EI=69.61 - (i ) 0.3000% � END SPECIAL
_ __i � � � � ' I_ Y r i ;_ �� EI=75.72 (-) 0.5 00,� LAT. 3' BASE DITCH (LT)
� END SPECIAL
� BEGIN SPECIAL PI ==25+00.00
. i: :- ., i i_. u-i i_i__il i_i_i__i i i, i_.. LAT.'V' DITCH LT °? �O LAT. 3' BASE DITCH LT EI=68.43
. �w� �� �u� u- -- PI -22+98.00 w°�° a PI =231-10.00
r--r-� ' 7 ' -t-r'-r7 r r--i-i� r--r-.. . l� � ..
i_._ . i_ . .-i�i �-�i : i_ i_ i _i . ;_._ _ . _ ,a . . : EI = 69.50 M EI =67.86
N
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� � _ � � � �� i� �. __�� � u� �- � L � __� u =
r f : i�-t `t- r -i--t--ri�__ f--r-i�r =! -�t_ . _7 �H-`i- r-r1--r i- I- __-t �I-_- �:
� ��� I -I �� � - - -I � - --
�� � �: i' _ 1- .._i-1-I . .i_ L-I� ...�_L -I � _ _ I � L-I-1_ I-I_ L 1=1 � L ._. L_ __
I I_I . LI I i. .. L 1 I I. .l. 1 I_ I l I I I.._I I I _1 I 1 .: I1 I, 1 I I LI. I I l L 1 I I l.1_ I � i I I. :
L � �� � � � L_� _.. _1�L_ - ._1 I I I I 11. J_1 ._
�� �-�.-�. .� «� . �. _�. .�.�� ..� � • �� � .�.��� . � � ��f . � � .� «f-. �� � �i-.. �v � ���-. �� I -_-v � � ��� : � � ��. � •-�.� � ��.� � .. � • �.v � � . .-t � . . �
BRID�E HYDRAULIC DAT A
DESIGN DISCHARGE = 700 CFS
DESIGN FREOUENCY = 25 YRS
DES�GN HW ELEVATION = 73.3 FT
BASE DISCHARGE = 130� CFS
BASE FREOUENCY = I00 YRS
BASE HW ELEVATION = 74.3 FT
OVERTOPPING DISCHARGE = d05 CFS
OVERTOPPING FREOUENCY= 50 f-! YRS
OVERTOPPING ELEVATION = 73.5 FT
DATE OF SURVEY = 06-07-17
WS. ELEVATION
AT DATE OF SURVEY = 67.2 FT
_!?I:
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I.EGENO
� ALLOWABLE IMPACTS ZONE 1
����� ALLOWABIE IMPACTS ZONE 2
B1
ZONE 7 BUFFER IMPACTS = 1066 SF
ZONE 2 BUFFER IMPACTS = 603 SF
N
BEGIl\� PXOjEGT 17BP.?.K80
-L- I'OC ST,� 20 + �0.00
BUFFER IMPACTS
LIMITS OF -
EXCAVATION
RIP ftAP AT EMBANKMENT�
OSEE �ETAIL 3
1 SPECIAL L4T 'V' DITCH
SEE DETAIL 4
SPECIAL LAT.'V' DITCH�
SEE DETAIL 1 I �
m
r
m
C
FIBER WATTLE
38� t �.
� ,
G�INTB NC1Li9ense�NohOCaR55qnaS2760g200
1
B3
ZONE 1 BUFFER IMPACTS = 1186 SF
ZONE 2 BUFFER IMPACTS = 872 SF
�
TRANSPORTATION FACILITY LINE O
�SPECIAL LAT. 3' BASE DILCFI
� SEE DEfAIL 2 �
�
PDE��p �
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✓���` � 7pS/C�1�\l ��
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F
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� ... N NN ^ N_. ,r�,-- - -rv._` ` - _ -
aE�A�N BEGIn/ / END SAFETY FENCf m = m � m � - �� , • � i . 1��� 1 �
-t=�'ra�.7grr�i � � � � ;� � _ ��
. � � 2 i � I 1 TRANSPORTATION FAQLIN LINE O
S� ;o\
`TUHBID/TY CURTAIN
BEGIN / END SAFETY FEI✓C�
DETAIL 3 �-�- -�A23+O�rR� - -
BZ DETAIL 1 DETAIL 2 Rie Ra.a ar eMenNKMeNr DEfAIL 4
ZONE 1 BUFFER IMPACTS = 535 SF SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL 3' BASE DITCH INori� s�ai�i SPECIAL LPTERAL'V' DITCH
Scalc� � Noi �o Sculv� �0'min � No� io Scole�
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FROM -L- STA.20+50 TO STA.22+75 �T. FROM -L- STA.23+70 TO STA.25-�-00 LT. FROM -L- STA.22+79 TO STA.22-r96 LT. FROM -L- STA.22�-75 TO STA.22i�98 LT.
ro {
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BEGIN GRADE
__ � ELEV. - 72.94 _ -�- s�A zo+ so.00 -_ � �, . . := � . . ;_ ��. . '- - -- �
. _ - . - � - ELEV. = 78.15
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' =- ----i------ - �--- �---- r ---- = i--'-_ __ . . __ END GRADE
i �-r-, - - - - - - - - . _ . _ . _ . � . . . _ . . . . . _L- STA 25+00.00 Zrri�T _ � -�r� ` --
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ELEV - 74 00
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OJECT 17BP.2.R.
STA 25 + 00.00
PROJECT REFERENCE NO. SHEET NO.
178P.2.R.80 4
fLW SHEEf NO.
ROADwAY DESIGN HYDRAUlICS
ENGINEER ENGINEER
dN�'���gIl�1LE lE Il�]L.�Nb
Dp VOT USE FOR !W ACQU[SITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 4 OF 7
B4
ZONE 1 BUFFER IMPACTS = 385 SF
ZONE 2 BUFFER IMPACTS = 238 SF
RE7q�N
SKETCFi OF BRIDGE IN
RELATIONSHIP TO PAVEMENT
NOT TO SCALE
- - - - - -- _ - -- --r - - - -
-��. . - - -L = -L�-:-��-.-_ L . .�1 �1� -_ L-.� j �- �L -�L� :�L�. -- L�. .= L�:-�L
PI = 21 + 40.00 �
EL = 76.80, --- -,---- __
r� _:_ r--- ri -. : �T -� T �� ��T - �. VC = 750' . . - . . -�r -;�� !�r� - _ ,_�r _ -'r�-�� .
= - r K = 208 -- - - - -
-L�- - __ i _�_ � --_1- -� i _� � �_ i. �. . V - 75 MPH : : : � _� �- �_ �L -�� .�L� ---L� -...i�-i�i _
. . �---_r� � . � . . T _ .� . . . . . . . --- . . . . . :
-r� -- - - - � � _ �,y,,�;-- WS EL = 672' � � r - , - -, r - � - r -`-rr
� i I �-�� _._ SURVEY 06-01-17 �
_�!-- I , -i: �
, , ,. . �__
- ..� 1 " �_� - . � _ _..l )1.5000% -, ,�_
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: '-� -� - . � � .
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=
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I--� � I- • �� �• I BEGIN SPECIAL ., �I � � I?�
- i i ii i� i - -- '�- �-- r i�i i �
BRID�E HYDRAULIC DAT A
DESIGN DISCHARGE = 700 CFS
DESIGN FREOUENCY = 25 YRS
DES�GN HW ELEVATION = 73.3 FT
BASE DISCHARGE = 130� CFS
BASE FREOUENCY = I00 YRS
BASE HW ELEVATION = 74.3 FT
OVERTOPPING DISCHARGE = d05 CFS
OVERTOPPING FREOUENCY= 50 f-! YRS
OVERTOPPING ELEVATION = 73.5 FT
DATE OF SURVEY = 06-07-17
WS. ELEVATION
AT DATE OF SURVEY = 67.2 FT
� �f_ I _,����,__ � Lu � � H (LT) PI =22+75.00 _ - -.--.._._..- - - - - - o ._.._.._.._ EN SPECIAL I
LAT. V DITC _
: PI -20-50.00 EI-69 61 - (i ) 0.3000% D
- -
..
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~ - - � � �� END SPECIAL � � BEGIN SPECIAL PI ==25+00.00 �� ; ;
,- i .. _ ... . , _ : .
60 ,_ i_: . . . . : , . ; ,. .i i_ u i i _i_ _il i -'-'--' ' ' '-'- . LAT. 'V' DITCH LT °? �O LAT. 3' BASE DITCH LT EI - 68.43 i-i i_i1_�_ _ . , i i.i_ i ; . _i
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WETLAND AND SURFACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
TOTALS*: 0 0 0
*Rounded totals are sum of actual impacts
NOTES:
Permanent SW impacts: 0 SF
Temporary SW impacts: 0 SF
2016 09 09

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Rev. SEP 2016 Rev. May 2006

Rev.Jan 2009