20171595 Ver 1_Impact Information_20171214

�
�
• �
�
V
�
�
O
V
� To
5°T'sE��'1� ��II��°° �i ���� II--� (�'s'� I ' c�Iel�� � �^�
iT���'�������,� �1T�' lI���II����`1y�
Jo�Es cov�TY
LOCATI011t: REPLACE BRIDGE N0.32. OVER TUCKAHOE CREEK
SR 1142 (WEYERHAEUSER ROAD)
TYPE OF WORK: GRADI11lG, DRAI1VAGE, PAVING AND STRUCTURE
WETLAND AND SURFACE
WATER IMPACTS PERMIT
–L– STA 22 + 50.00
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.
�k�k 3. DESIGN EXCEPTION REQUIRED FOR HORIZONTAL CURVE (480.47') AND HORIZONTAL SSD (215') V= 35 MPH
/�q\•�
�q 2��� � \
DOCUMENT NOT CONSIOEREO FINAL
UNLE55 ALL SIGNATURES COMPLETED
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH HYDRAULICS ENGINEER
�INTB HNTB NORTH CAROLINA, P C.
ADT 2012 = 410 RaleighS1NorthkCaRoltlnaS2760gz00
50 25 0 50 100 Nc �icensa wo: c-issa �_ ���,
ADT 2032 = 820 ;;�'� ��������\
K= 10 % zate srax�nnr� srEcrFrcerioxs /a�° � ���
PLANS LENGTH OF ROADWAY PROJECT 17BP.2.R.77 = 0.110 MILES =� G
D= 60 % DOUGLAS M. WHEATLEY, PE srcNArunE: P� r, '�
PROJEf.Y' ENGINEER ,o �—
50 25 0 50 100 T= 6 %* LENGTH OF STRUCTURE PROJECT VBP.2.R.77 = 0.032 MILES �GHT OF WAY DATE: � g
ROADWAY DESIGN �ti-" �� "
�k�k V= 60 MPH NOVEMBER 8, 2017 ��� ��,
PROFILE HORIZONTAL MONICA J. DUVAL ENGINEER \ ,�,
� ) * TTST =2% DUAL 4% rHoltc'r DEsic.v excrxete �t� �o_—n�� ���
TOTAL LENGTH OF PROJECT 17BP.2.R.77 = 0.142 MILES
10 5 0 10 20 FUNC CLASS = LETTING DATE:
MINOR COLLECTOR MAY 16, 2018 HEATHER C. LANE PE
PROFILE (VERTICAL) SUBREGIONAL TIER n-cDor coxsncr PE
S7GNATU7tE:

- wz
�� HAND CLEARING IN WETLANDS = <0.00 Ac /0.00 SF
FILL IN WETLANDS = 0.00 Ac /0.00 SF �
PERMANENT STREAM IMPACTS = 88 LF ���
TEMPORARY STREAM IMPACTS = 28 LF ..�x
�
DENOTES IMPACTS IN ��0•
I 5��: �%j SURFACE WATER \ G
��.TS�/LS�;, DENOTES TEMPORARV � QG
/' IMPACTS IN SURFACE WATER i
i�
I3�'GIN COh'STIdIJCTI01\r
I3EGI?�' I'ROJECT 17BP.�.Id.77
-L- POC S7A 1�+00.00
�
� BEGIN SBG -L- -
O � srn.,s+ns ��n
2 /� SPECIAL LAT.
4'BASE DITCH�
SEE DETAIL 2
- SPECIAL L4T.'V' DITCH
$EE DETAIL 1
F: PDE-�'�PD
\�Cj \\t CI-IOf
\. \ � _ �- PDE _
�
� ,�} � �� �
�A�� I
SPEGIA� L4T.'V' DITCH �(�h �
SEE DC�TAIL i _���_ / \C \
P�F� � �; \
� 1�" RCP-IV�
-�
P�f '��PD -
E
ftEMOVE
14` RCP-IV -B�Z-
DETAIL 1 DETAIL 3
SPECIAL L4TERAl 'V' DITCH SPECIAL LATERAL 'V' DITCH
, �o, �o ��a��, � �o, �o ko��,
� � -F�il NONroI �_ p.\°� -F"ill
G�ound 3�� O 3' Slvpe Ground ,�.� D ��o�� � Slope
Min. D- 1 5 Ft. � Min. D= 1 0 Ft.
FROM -L- STA.14-00 TO STA.15-50 LT FROM -L- STA.201-00 TO STA.22+50 RT
fROM -L- STA. 14-00 TO STA- 16+50 RT
FROM -L- $TA.18-05 TO $TA.19-50 LT
60
50
40
30
20
��
�
11 + 00
DETAIL 2
SPECIAL LATERAL BASE DITCH
� N�� �o s:.,iei
Ne���a� 2, -F��
Giound ��� � Slor�
D
c<o�e,��l� . .. g
� Min. D= 1.0 f�.
B- 4.0 Fi.
iype of Liner- Closs '�' R'ip-Rap
FROM -L- STA. 15 a� 50 TO STA_ 16 i� 40 LT
REMOVE
WETLAN D & STREAM IMPACTS
-L- PT Sla.16+28J7
REMOVE E%IST. BRIDGE
� END 58G -L-
STA.16+30.5 �LT�
�; � � � �
mN _ i`ON �a i: CV �'�
IL
y i�" �
�� /�5 i
5 � �
. ' . i �
EXCAVATION
LIMIT (TYP.�
�OO
N
I C�NTB ��3e='�e�=���op����ssa`,s=,��e�oo
W�
HAND CLEARING IN WETLANDS = 0.00 Ac /0.00 SF
FILL IN WETLANDS = 0.00 Ac /0.00 SF
BM1
� �
€
� ^ SPECIAL LAT.'V' DITCH
_- . � I Fn '�CL� ... SEE DETAIL 1
I !n
.. , �. L_ � _`; ..� ....�.
�E � '_.,__ PDE � PDE ,. -.
< < - - \,OOF\p
� - --.- - \\�F- � -
--- ._ ���� F
�Y � k', li � - ��� -' F ------- F-�� ��
'�,IQ� i i� `n� 1 �E�' �� -- - --_ �E C � ..
_J -
V
PDE ��'1 i'" �V �i`f �`, ' � � . . �E- �._---.
c+ � �l �� a� �. � � � REMOVE �
�-` . �'' � 1 ` � - .. . 15" RCP-V
!� :L :4 � I I�_ SPECIAL LAT.'V" C
EXCAIVATIfDN � 0
SEf. DETAIL 3
�'� LIMIT I jTYP.�
� �
�'
a O x
� � � B°GIN l
� �L- PO
OAVY HUSSEY, HEIRS �
�
A� 8
�
A ?�i.
+
-BL3-
_ _f- C �v'
PROJECT REFERENCE NO. SHEET NO.
17BP.2.R.77 4
fLW SHEEf NO.
ROADwAY DESIGN HYDRAUlICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
'•�� SHEET 2 OF 7
END CONSTRUCTION
PROJECT 176P.2.R.77
-L- STA 22+SO.QO
SKE1fCH O� BRIDGE IN
RELATIONSHIP TO PAVEMENT
NOT TO SCALE
H SLAI3 E
- 30.50 I },T � -
1
-_---' �
i -- JS ... _. - ' �
v �
� ___-__-JS__... � iYPE -_--JSi ,- , _
W3 m
HAND CLEARING IN WETLANDS = 0.00 Ac /0.00 SF W4
FILL IN WETLANDS = 0.00 Ac /0 SF HAND CLEARING IN WETLANDS = 0.00 Ac /0.00 SF
FILL IN WETLANDS = 0.00 Ac /0.00 SF __
- rvPe
III
� MATERIAL TO BE REMOVED -` . - . - . .
-._.-1,�T_.. -�T.. ��� .-. �.
ELEV. = 52.54
PI = 14+90.00
EL = 52.27'
VC = 160'
K = 267
- - - ' --: V = 80 MPH+/-
LL. . _ . ."_ _L �_ _LI-,_ J_L__.-_ L .
- �.: EI�U or��,�n�
Tr - T -_ T� �T, � T LAT. 'V' DITCH RT�
!-- - PI = 16+00.00 RT PI = 16-F50.00
- �-I.� _ �_ EI = 48.46 EI = 45.96
�-r�- -- - _ _ u.- - (-lo.a000�o �+�o.s000°� -- _ �
:._.----------- - ------
_.._.._ --- - ---
__ .._..-.- -`o -,
� i _� BEGW SPECIAL (-) 3.00OOga ``-'.0 5000% ( 1 5.0 pp a
� -;� LAT. 'V' DITCH RT ��_.._. _.
I--I � I-•. --- PI = 74+00.00 �-) 2 5000%
EI = 49.46 /
i.. i__i i
� BEGIN SPECIAL
~ LAT. 'V' DITCH LT � "
_ -°-�-° � PI = 14 + 00.00
' '- � °' _ EI = 49.26 END SPECIAL __ /
-i i.. i i -- .li. i i_ u i. �.l .i._i_i__i. i�: �
.� i � �� � �- i_. .
� -�i - --�� i �- �',--� i-1-w.. _�. _
�� -'� � I- � 1-i_ � 1-1� i -.:
1=i y.l : i_�.1i � i_i �.li i. i__I�I-i-�--i i._.I
12+00 13+00
LAT. 'V' DITCH (LT)
BEGIN 4'SPECIAL �
LAT. BASE DITCH LT
PI = 15+50.00
EI = 44.76
i_� END 4' SPECIAL
; ' LAT. BASE DITCH (LT)
`�` PI = 16 i- 40.00
i EI = 42.51
'-1i_:. �. .
:,..-. ... .
14+00 15+00 16+00
-L-
WS EL.= J1.4'
SURVEY 06-13-1J
GREII,TL� B_)
T'rPE GREU, TL. 3 8��
II
--7L.�U \I ,
�� �5
N
�-`_ TF -�� - F� ,- T� _,TL�'- .=TC� .-:TLC. �r� rr� . . . ��f .
�L� �t�; L�.-- t�. . - f �-: BM#1 -=7
END GRADE �= RR SPIKE SET IN 24" HARDWOOD
Tr- --,-r�; ' r�,-- r�- -L- STA 21 +50.00 �
-L- STA 20+75.59, 138.52' LT I_
e�ev. = si.ss -: ELEV. = 51.23 -:__ �
- PI = 19+05.00
EL = 5351' - '�
- VC = 760' BEGIN SPECIAL �i :_ END SPECIAL __:��_: ; i7-
-- K = 163
`- V= 61 MPH LAT. 'V' DITCH RT -: ;- LAT. 'V' DITCH RT
Pi = 20+00.00 =rF .:- Pi - zz+so.00 ��- -;�_
EI = 50.10 EI = 49.60 - -
{ � . (-)0.6796% �-' - -
+ 0 3000% ;�5-. _ -S:
�. _. _, _i �
_ � _------ -------- - - � ---� � �� _ __ - _--�
� � � o.s000 o (-1 o.z000r- '
END SPECIAL BEGIN SPECIAL
o LAT. 'V' DITCH L LAT. 'V' DITCH LT
v� -
N PI = 18+05.00 PI - 19+50.00
,,, Fi - aF m EI = 46J3
17+00
18+00 19+00 20+00 21 +00
22+00 23+00 24+00
60
50
40
30
20
��
�

- wz
�� HAND CLEARING IN WETLANDS = <0.00 Ac /0.00 SF
FILL IN WETLANDS = 0.00 Ac /0.00 SF �
PERMANENT STREAM IMPACTS = 88 LF ���
TEMPORARY STREAM IMPACTS = 28 LF ..�x
�
DENOTES IMPACTS IN ��0•
I 5��: �%j SURFACE WATER \ G
Ty��' DENOTES TEMPORARV \ QG
�, �', IMPACTS IN SURFACE WATER � i
i�
I3�'GIN COh'STIdIICTi01\r
I3EGI?�' I'ROJECT 17BP.?.Id.77
-L- POC S7A 1�+00.00
�
_r;��
BEGIN SBG -L- -
O � srn.,e+n.s ��n
2 1� SPECIAL LAT.
4'BASE DITCH�
SEE DETAIL 2
- SPECIAL L4T.'V' DITCH
$EE DETAIL 1 .
F�°- PDE --�`
D
`�Cj � C�. yC ,,: CI-IOf
\ . � _.c�,'�3�- _ PDE _
/ ��
�°o '
SPEGIA� L4T.'V' DITCH (�
SEE DC�TAIL i _���_ ;�C \
PQF� � �� \
- t�" RCP-IV�
� �
P�E '��PD -
ftEMOVE E -BL2-
24" RCP-IV
DETAIL 1 DETAIL 3
SPECIAL L4TERAl 'V' DITCH SPECIAL LATERAL 'V' DITCH
, �o, �o ��a��, � �o, �o ko��,
� � -F�il NONroI �_ p.\°� -F"ill
G�ound 3�� O 3' Slvpe Ground ,�.� D ��o�� � Slope
Min. D- 1 5 Ft. � Min. D= 1 0 Ft.
FROM -L- STA.14-00 TO STA.15-50 LT FROM -L- STA.201-00 TO STA.22+50 RT
fROM -L- STA. 14-00 TO STA- 16+50 RT
FROM -L- $TA.18-05 TO $TA.19-50 LT
60
50
40
30
20
��
�
11 + 00
DETAIL 2
SPECIAL LATERAL BASE DITCH
� N�� �o s:.,iei
Ne���a� 2, -F��
Giound ��� � Slor�
D
c<o�e,��l� . .. g
� Min. D= 1.0 f�.
B- 4.0 Fi.
iype of Liner- Closs '�' R'ip-Rap
FROM -L- STA. 15 a� 50 TO STA. 16 i� 40 LT
REMOVE
WETLAN D & STREAM IMPACTS
-L- PT Sla.16+28J7
REMOVE E%IST, BRIDGE -
� END 58G -L-
STA.76+30.5 �LT�
ry; � i i V
� m �` ,
m i i 1
�i
i � f }�� �
� - i i
� -, � - --�-1_ i-
/
-- �/v
EXCAVATION
LIMIT (TYP.�
C�NTB ��3e='�e�=���op����ssa`,s=,��e�oo
W�
HAND CLEARING IN WETLANDS = 0.00 Ac /0.00 SF
FILL IN WETLANDS = 0.00 Ac /0.00 SF
OO 6TM1,
N 1 �A'
,V
€
� ^ SPECIAL LAT.'V' DITCH
: � � I F r, ��,_� SEE DETAIL 1
�� i rn.�u .� .. r
�EC--q'-_ PDE�PDE _.
<- � _ f'O
- - ��F\�.
�\..F____.. - - .
._. _ . �-__ F
�Y � at �i i , �� -.' F ------ F � �'�
�,� �� � �ts� E '', _ _ A � �
_J �` ��� � � - E C - .
a
PDE ,i i ��'V < '� � . . �E- ^-.--
c' �4 �l 4 1• � �� N� � REMOVE E%
�-' �. 1'� � � ... 15" RCP-v�
�... :i � '� I Op � SPECIAL LAT.'V"C
� I SEE DETAIL 3
��, EXCAiVAT193N J I I 0
� unniri tnr.l
I � O
�,'
a O x
� � � B°GIN l
� �L- PO
:�uVY HUSSEY, HEIRS �
�
A� 8
�
A ?�i
+
-BL3-
�'°
_ _f- C �v'
PROJECT REFERENCE NO. SHEET NO.
17BP.2.R.77 4
fLW SHEEf NO.
ROADwAY DESIGN HYDRAUlICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
'•�� SHEET 3 OF 7
END CONSTRUCTION
PROJECT 176P.2.R.77
-L- STA 22+SO.QO
SKE1fCH O� BRIDGE IN
RELATIONSHIP TO PAVEMENT
NOT TO SCALE
H SLAI3 E
- 30.50 I },T � -
1
-_---' �
i -- JS ... _. - ' �
J �
i ___-__-JS__... � iYPE -_--JSi ,- , _
W3 m
HAND CLEARING IN WETLANDS = 0.00 Ac /0.00 SF W4
FILL IN WETLANDS = 0.00 Ac /0 SF HAND CLEARING IN WETLANDS = 0.00 Ac /0.00 SF
FILL IN WETLANDS = 0.00 Ac /0.00 SF __
- rvPe
III
� MATERIAL TO BE REMOVED -` . - . - . .
-._.-1,�T_.. -�T.. ��� .-. �.
ELEV. = 52.54
PI = 14+90.00
EL = 52.27'
VC = 160'
K = 267
- - - ' --: V = 80 MPH+/-
LL. . _ . ."_ _L �_ _LI-,_ J_L__.-_ L .
- �.: EI�U or��,�n�
Tr - T -_ T� �T, � T LAT. 'V' DITCH RT�
!-- - PI = 16+00.00 RT PI = 16-F50.00
- �-I.� _ �_ EI = 48.46 EI = 45.96
�-r�- -- - _ _ u.- - (-lo.a000�o �+�o.s000°� -- _ �
:._.----------- - ------
_.._.._ --- - ---
__ .._..-.- -`o -,
� i _� BEGW SPECIAL (-) 3.00OOga ``-'.0 5000% ( 1 5.0 pp a
� -;� LAT. 'V' DITCH RT ��_.._. _.
I--I � I-•. --- PI = 74+00.00 �-) 2 5000%
EI = 49.46 /
i.. i__i i
� BEGIN SPECIAL
~ LAT. 'V' DITCH LT � "
_ -°-�-° � PI = 14 + 00.00
' '- � °' _ EI = 49.26 END SPECIAL __ /
-i i.. i i -- .li. i i_ u i. �.l .i._i_i__i. i�: �
.� i � �� � �- i_. .
� -�i - --�� i �- �',--� i-1-w.. _�. _
�� -'� � I- � 1-i_ � 1-1� i -.:
1=i y.l : i_�.1i � i_i �.li i. i__I�I-i-�--i i._.I
12+00 13+00
LAT. 'V' DITCH (LT)
BEGIN 4'SPECIAL �
LAT. BASE DITCH LT
PI = 15+50.00
EI = 44.76
i_� END 4' SPECIAL
; ' LAT. BASE DITCH (LT)
`�` PI = 16 i- 40.00
i EI = 42.51
'-1i_:. �. .
:,..-. ... .
14+00 15+00 16+00
-L-
WS EL.= J1.4'
SURVEY 06-13-1J
GREII,TL� B_)
T'rPE GREU, TL. 3 8��
II
--7L.�U \I ,
�� �5
N
�-- �F -�� F� - r� _,�L�-=rrCk :TrC I�r� rr �'
1 � �
�L� ; �t�: L�-- t�. - � BM#1
END GRADE �- RR SPIKE SET IN 24" HARDWOOD
Tr- --,-r� ' r�-- r�- -L- STA 21+50.00 �
� - e�ev. = si.ss -_ -L- STA 20+75.59, 138.52' LT .. _
-. --: ELEV. = 51.23 -
- PI = 19+05.00
EL = 5351' - '�
- VC = 760' BEGIN SPECIAL �i :_ END SPECIAL __:��_: ; i7-
-- K = 163
`- V= 61 MPH LAT. 'V' DITCH RT -: ;- LAT. 'V' DITCH RT
Pi = 20+00.00 =rF .:- Pi - zz+so.00 ��- -;�_
EI = 50.10 EI = 49.60 - -
{ � . (-)0.6796% �-' - -
+ 0 3000% ;�5-. _ -S:
�. _. _, _i �
_ � _------ -------- - - � ---� � �� _ __ - _--�
� � � o.s000 o (-1 o.z000r- '
END SPECIAL BEGIN SPECIAL
o LAT. 'V' DITCH L LAT. 'V' DITCH LT
v� -
N PI = 18+05.00 PI - 19+50.00
,,, Fi - aF m EI = 46J3
17+00
18+00 19+00 20+00 21 +00
22+00 23+00 24+00
60
50
40
30
20
��
�

ry- LEGEND
� ALLOWABLE IMPACTS ZONE 1
����� AILOWABLE IMPACTS ZONE 2
Bl
ZONE 1 BUFFER IMPACTS = 535 SF
ZONE 2 BUFFER IMPACTS = 227 SF
I3�'GIN COh'STIdIJCTI01\r
I3EGI?�' I'ROJECT 17BP.�.Id.77
-L- POC S7A 1�+00.00
'' yk v
� � BEGIN SBG -L- -
O� srn.,s+ns ��n
2 �
i
F: PDE-�'�P
C
\� � �E CMpR� CHORG
� :- PDE -
,c\ �� �
�\\ a _ _ --- is
�
o�
-BLI- �C \
P�F� � �; \
� 1�" RCP-IV�
� \ -�
P�f '��PD -
E
ftEMOVE
14` RCP-IV -B�Z-
DETAIL 1 DETAIL 3
SPECIAL L4TERAl 'V' DITCH SPECIAL LATERAL 'V' DITCH
, �o, �o ��a��, � �o, �o ko��,
� � -F�il NONroI �_ p.\°� -F"ill
G�ound 3�� O 3' Slvpe Ground ,�.� D ��o�� � Slope
Min. D- 1 5 Ft. � Min. D= 1 0 Ft.
FROM -L- STA.14-00 TO STA.15-50 LT FROM -L- STA.201-00 TO STA.22+50 RT
fROM -L- STA. 14-00 TO STA- 16+50 RT
FROM -L- $TA.18-05 TO $TA.19-50 LT
�i �
50
DETAIL 2
SPECIAL LATERAL BASE DITCH
� N�� �o s:.,iei
New�oi q.> -rm
Giound ��� � Slon��
D
c<o�e,��l� . .. g
� Min. D= 1.0 f�.
B- 4.0 Fi.
iype of Liner- Closs '�' R'ip-Rap
FROM -L- STA. 15 a� 50 TO STA_ 16 i� 40 LT
62 .
ZONE 1 BUFFER IMPACTS = 563 SF
ZONE 2 BUFFER IMPACTS = 261 SF
� � Q�'� MATERIAL TO BE REMOVED -` - _ - .
-._.-1,�T_.. -�T.. ��� .-. �.
rr r r, �__r _ T �� ELEV. = 52.54
. -.. _ -. ._ -.._ - - PI = 14+90.00
- - - - - -- ----- - EL = 52.27'
-�m `- � � °� r� _ �-Z-m Tr-r. . � VC = 160'
`- -- __ -_�, : - --__ K = 267
- - ' --: V = 80 MPH+/-
LL. . . _L � _LI-._ J_L__.-_. _L _ .
�: ei�� ��«,�„�
Tr - T -_ T� �T, � T LAT. 'V' DITCH RT�
!-- - PI = 16+00.00 RT PI = 16-F50.00
- �-I.� _ �_ EI = 48.46 EI = 45.96
�-r�- -- - _ _ u.- - (-lo.a000�o �+�o.s000°� -- _ �
� __
, ._ ----------------------------- -
�, . . ._ .-
REMOVE
BUFFER IMPACTS
-L- PT S!a 16+28J7
REMOVE E%IST. BRIDGE
END 58G -L-
STA. )6+305 �LT�
�� -� /,`�/��_
ti ,mN ,, /,�1; y�
m ///
� � i � i
2
� - ` '� I
EXCAVATION
LIMIT (TYP.�
I C�NTB ���e.'�e�=���op����ssa`,s=,��e�oo
B3
� ' "'" ZONE 7 BUFFER IMPACTS = 518 SF
ZONE 2 BUFFER IMPACTS = 351 SF
O O B�,
N � �
/vq\
/ t
�
/ � I FNISHE� 4 OOR ._lCYaipry � '.. � �0�� �
I .l r i ,: -,'�;,
�. ��. � 1. . F.- .c l,lailR �..).el:
: FflE C�-_ PDE � PDE
� < �� p�F
� �p
_ ���F___- .
_ __-�� F
- ��i � 11 ', � ��
PDE.�` � �'�- �
� �
r�� �i i r.. ' m O
.� `�"'1
\� L l I I O
EXCA ATI'fJN � i�-
� LIMI�jTVP.�
�
�
J
i
� �_ .._.._.._, _ �-
' _:1 BEGW SPECIAL �.._. 05000% (_15pp',Q
- � •�_ LAT. 'V' DITCH RT (-) 3.00Opoa -.._.._.._ 40%
. I "�_ . . .�'.�
40 I--I � I-•. - PI = 74+00.00 �-) 2 5000%
_ EI = 49.46
,.. �__�_�_..
� BEGIN SPECIAL
~ LAT. 'V' DITCH LT � �
-°-� i PI = 14+00.00 � L
30 '- EI = 49.26 END SPECIAL m
�=j- LAT. 'V' DITCH (LT) �: Z a
._i BEGIN 4' SPECIAL
� -- _ j_;_ __i_ LAT. BASE DITCH LT w'
i i i i -�: � .li. i iI_ uI �i. i'__iI_ j.�l .ji,._i,_i,_�_i;.. .i.. m i�
20 � +� ' _:�� +. . � �u� -i- PI = 15+50.00
- EI = 44J6
�`� �� �L� 1 =_ i i 11 END 4' SPECIAL
�� 1 �_ l� �_� �� � �_ _ l �,__� � �,
�Q ��� ui �� i u� ���: LAT. BASE DITCH LT
-- - �r-;_7-+-r-t-i r -r-1� r+- PI = 16�-40.00 � �-',
�I--- I I �I ;- • �, ;- I � - - EI = 42.51 �
-L-
WS EL.= J1.4'
SURVEY 06-13-1J
�. i-_i i -.- .1_i i�i= i i_i=�_i.l .i. ii__i i i. i__i. i. �_:. � i i-' =i i_i�..F_1
� ��_ ��_i_i.�
' i .. � i r i � - . . -�-µ
-t-- t--Ft-i- i �.r
.���� . .. I -- --- �
..I ....I-��LI.I�. ..__;-.1.11..� I-.�-11 L.I-:-I-._L .�I.I-'._L . .I!_IJ-I.a ._I--U-I.�. �I.I �-I:; :� ...��I .I ...��.I.I I.a...:
p � � ! I I�I i�f � I I f
11 +00 12+00 13+00 14+00 15+00 16+00 17+00
-' F ------- F-�� ��
\E� ' -
E - _
REMOVE �
� -... 15" RCP-
�
�'
O ^
1 �
OAVY HUSSEY, HEIRS �
�
1
J
B4
ZONE 1 BUFFER IMPACTS = 830 SF
ZONE 2 BUFFER IMPACTS = 357 SF
+
/ -BL3-
_ _ N�� �4" 4
PROJECT REFERENCE NO. SHEET NO.
17BP.2.R.77 4
fLW SHEEf NO.
ROADwAY DESIGN HYDRAUlICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
'��� SHEET 4 OF 7
END CONSTRUCTION
PROJECT 176P.2.R.77
-L- STA 22+SO.QO
SKE1fCH O� BRIDGE IN
RELATIONSHIP TO PAVEMENT
IGW AI'FROACH SLAI3 NOT TO SCALE
-L-� POT STA 16 - 30.50 E
i }T (
1
_. -- JS .. ._. - �----� _ ^
___ _- i
_-__-�5-�... � �iIPE �_--�$�I ._
I� P
-- 1-L w i8° 42, .�i r, w -
� � _ a I = �� ,
IYPC
III
1-- T. - T�.: T .-T� -�T�, �T�F -�T� I�.�T� T -
-'_ TT. , �� . T� ,- � 'T-I -T-I •T_-• I I T�...
�L� ��. L�.-- L�. � � . . -�
END GRADE
Tr- --,-r�; ' r�,-- r�- -L- STA 21 +50.00
� ELEV. = 51.85
PI = 19+05.00
EL = 5351'
--7L.�U \I ,
�� �5
N
GREII,TL� _ B_)
T'rPE GREU, TL. 3 8��
II
__ �_' " � i ' "_ � �. �� - _�_�' .
BM#1 i - =7
RR SPIKE SET IN 24" HARDWOOD
-L- STA 20+75.59, 138.52' LT =
ELEV. = 51.23 -
- VC = 760' BEGIN SPECIAL -�L :_ END SPECIAL `:��_: ; i7-
-- K = 163
`- V= 61 MPH LAT. 'V' DITCH RT -: ;- LAT. 'V' DITCH RT
Pi = 20+00.00 =rF .:- Pi - zz+so.00 ��- ;�
EI = 50.10 EI = 49.60 - -
{ � . (-)0.6796% �-' - -
, + 0 3000% �5-. _ -S:
� . _. _ , _ . . - �. ;.�. __ .__ ,.e .w_ `_ � � ._ . -. _ - _ _i
� _-_ �m-.- _ --- --�
-----�...�
------------------------ - ----
� (-1 o zoaor - ----- j- f.. �
�-i-) 0.5000.0 ° :
_ _.._.._.._.._.. , , i
_ ._.._.._.._.._ ,� _.
L� L
END SPECIAL BEGIN SPECIAL _� _
o LAT. 'V' DITCH L LAT. 'V' DITCH LT _. � BRIDGE HYDRAULIC DATA
N PI = 18+05.00 PI - 19+50.00 J�-� -
EI = 46.01 EI = 46J3 �'-� DESIGN DISCHARGE = 2000 CFS
_ i i
o � � = DESIGN FREOUENCY = l0 YRS = � '
m ¢ - - - _ ,_L , ; DESIGN HW ELEVATION = 499 FT �
N -� � � � ! BASE DISCHARGE = 4466 CFS �
z i 1 -��� !�� � I BASE FRE�UENCY = l00 YRS _� :
` -' ' -i�'u-u �I f f I- i � -' -` i- ._-i ' �' � _i ' � BASE HW ELEVATION = 53J FT _� :
� i
' �+� � ' ���- �'-!�-' L +L --'+�. -'+'--� -! pVERTOPPING DISCHARGE = 2030 CFS - ��
r;_ i i i i � i _� i i� i. � OVERTOPPING FREOUENCY= l0+ YRS
: �l _` ���_ �� �, �I=; � � � � 1 �_� .:;: � i OVERTOPPIN6 ELEVATION = 50.0 FT �.
_ _��, , w � L � _ , �� � 1 __ �
.- --- i L. �_ _7 �r-F`i- r-r-1-r i- I- __-t �I- _ _ I-t i � _-_ -7�.:
. :- � '- -- ' � u=i- ' i-i- L �=I � �- -" �- ' i- �- 1 DATE OF SURVEY = 06-13-17 -I -� -:
i.:, i_ _i..i.i �.:il :i_; i i_ii_i. i-iii_i ii_.1_ i. ��i i.i..:.i. i_i.i-�1�. i . i.
� ��� � � � �; �� �� �� ,_.
� '-_ � -' -� -� WS.ELEVATION '1
r-. : ' rt i- ' ' F`tr+-� -, I = 41.4 FT �
� _�,_.. i� {. ':-i_. i� � -� { i _i : _ � i . i :_i._ i . i ._i._ � : i ._i.� { i . - , i . . -.{. i _ . . { AT DATE OF SURVEY . i :.
18+00 19+00 20+00 21+00 22+00 23+00 24+00
60
50
40
30
20
��
0

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)
1 15+42 TO 16+60 24" CORED SLAB BRIDGE 0.02 < 0.01 88 28
TOTALS*: 0.02 < 0.01 88 28 0
*Rounded totals are sum of actual impacts
NOTES:
Permanent SW impacts: 1033 SF
Temporary SW impacts: 229 SF
2016 09 09

RIPARAIN BUFFER IMPACTS SUMMARY
I M PACT
BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. STRUCTURE SIZE / TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2)
1 24" CORED SLAB BRIDGE -L- 16+48 TO 18+13 X 2446.0 1190.0 3636.0
TOTAL: 2446.0 1190.0 3636.0 0.0 0.0 0.0 0.0 0.0
Rev. SEP 2016
Rev. May 2006

Rev.Jan 2009