20180542 Ver 1_b5413_Hyd_prm_psh4_detour_with temp sheeting_20181129

�
�
�
�
�
�
�
s
a
m
�
0
�
�
�
E
a
�
s
SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT
� --- j �
- - r--- -'L- _�---�85/5'04.6"E
_ _ - y �_---- ._� -J _ �— ��_ _
GREU TL-2 �jj PEO'y �� �, INPE GREU TL-2
1 n'PE S 8E l5' 04.6' E -�
m is - M ri�ae_
m
WETLAN D & STREAM IMPACTS
r P
�
� m\ m
W2 - p
i�
N
TEMP. FILL IN CAMA WETLAND =0.03 Ac /1263 SF \ A�
TEMP.IMPACTS IN SURFACE WATER (lbG POWER CONDUIT) =0.10 Ac/4549 SF � � F i
� N �
} � O�
;:\MA WETLAND � � � � �
mm `.. : ��'.
,_ .. - - �� ��� � � I � � � �.
�"- �. i � ' � � � ; i �
� , � , � � � � � � � I �""" �wer�nNo� �
s� � � 1 � , � .
.--��w�a ���-�--�-� � �� � � � ���.� \ � � �� a�F. �-
----Wlb-�— _�_wa �� �
_� - — _�
Fi----------- �
___15 _'_ F _--_ � � __---
JS-._ -----�
� �
. .. '_- i ' - -- _-
—_ p T . `_ _ -. —�__..
��, �', _' � , r .r
�. � TUE �---TUE_ . --
O TUE �`
1 TUE TUE
�- TEMP. UNDERWATER POWER
CONDUI7 �BY OTHERS) -�
, C0.
TEMP. SHEETING FOR CONSTRUCTION
��, �AMA WET�ANos OF END BENT (TYP.)
� � � 404 WETL4ND5
BEGIN -L DETO UR- POC STA I S+ 75.24 =
-L- STA I5+74.44, 9.04'RT NOTE: TUE TO BE PURCHASED BY OTHERS
NOTES: EXIST. LOW CHORD ELEV. =3.29'
PROPOSED LOW CHORD ELEV. (-L_DETOUR-) =1.06'
BM#1
. -L- STA 21 +21.92, 42.31' LT -
,�
I I I RR SPIKE SET IN 15" CYPRESS
" ' ' ELEVATION = 3.37' BE
2�
��
ELEV. = 5.55'
` � \
G�I N T B nCiCaeWcetsedn�ioro�Ij5541ina�28202
PROJECT REFERENCE NO. SHEET NO.
B-5413 4
RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
`�.o��nnr�q� ��CAR, %
tN. CAROIi,�'. �•o��N,.....,�� �!•,
. �'rpFF55/p,�;.y � .2::oFESS/p,�;.:9���.
O :Q 9• ;e �;
O - ' a SEAL � � ' ` SEAL
N 36786 15764
OD °G'F'VGINE�Q.��,,�� y �.,F,�,��NEF,?:� ��•
Q,',�� �� M� w� �� `, ,,, � �nu ng` �,,,,
Z DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
p PERMIT DRAWING
N W4 SHEET 4 OF 17
TEMP. FILL IN CAMA WETLAND =0.07 Ac/2856 SF
SipiE TEMP.IMPACTS W SURFACE WATER (U/G POWER CONDUIT) =0.13 Ac/5663 SF �EGEND
DENOTES TEMPORARY
� � IMPACTS IN SURFACE WATER
i ` ' �. �� �' 1 � . � DENOTE$ TEMPORARY
. , . � � � � � � � r t ' ' FILL IN WETLAND
-1 BM#1 � Y
= cAMn wel�nNo _, � i-
� � � � � � �
� • � •. � `� � 404 WETLAND
�'� � � . . . _` � . � � 'r ,x � � � 'Y 1
.}5 � � �-�� � ..i. �''- - `� . ',;�.i,�
,,---� �� -__ � ,
- � � a � � � �—�—�
-rr�e� < � � � � ���-�, _ � ,s.
- �5 �� � �3 \
W
e — _ � � '�i ,� � � � � 1
--- ------0 �a-- --� : � w�e--� �-���-�w�s�._ _..._ _
��� F
------_ _ ��F � W -�----F BL-2
��— TUE. , IUE �TUE . TUE TUE .. -- -TOE
i. �Y :e � . . " ' . l 1 O
y—y s -
� --- w_a � � � � � _--
-� -,�L � _� � � � -
� mti ti � � � _� � -
� STATE OF NORTH CAROLINA
END -L DETOUR- PO�
-L- STA 20+12.59, 9.29'.
-L DETOUR-
�
+
� - END GRADE
-L DETOUR- S
ELEV. - 5.45'
�-
�....�����m��....���m�m....�::���::::��::::::�::::�::::::��::::��::: � �
�iiiimii�iimiui�iioi�i�iiiii�i�iiiiiii�iiiii�iiiiiii�i�iiiii�i�iiii •� ��
� o���o�o u�o����� ��� u�������� ���u����� �u������� �������u� �����u�u
�u�i�io u�im�i�ii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii
iniiiiii�iiiiiiiiiiii�� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii
� ��o�m�� o�m� � �o� �o��� �o����m �o��om ���o
iu����������������u�� ����������mmu�uu
io�����m��������w� ���������—
�������m����� �������
'�������
■����� 1 111',
-i � ���_
1
� ' , I , 1 I -
� / / ' /
/ ' / /
/ ' I
I •//
� I /I
�
� - �-- i •��
� - i-- - � �.
i �-- •
+
0
�
�
+
TUE
STA 20+21.24 =
PI = 18+95.00 PI = 19+75.00 � � � � � � � �
ii ii i
E L= 3.15' E L= 5.2 4' i�i i i�i i i i�i �i �i � i
VC = 76' VC = 7S i� i i i i
K= 26 K= 35 ', � i i i i i i i i i
V= 25 MPH V= 37 MPH - � ---
...�. -i .-.� - .�.:�.: :::-..
. _ _� � � ... ...
y.6063°/ _--- —�J —�- --
3000% +) __ _.
,r r / (+)0.4542 % - --- _ --
�-- —�-.__�-_ �.- -
�� � FMP a/G mw_C9rveUx re„�p tlIB P�'��^"rv0�1T rf u�C co cOamW
�'¢q� O�
/.l corv" ��—
,l , t
DATE OF SURVEY = 08/24/l7
�
W.S. ELEVATION
AT DATE OF SURVEY = lA FT , , ,
12 +00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
20+00 21+00 22+00 23+00
20
��
�
-�0
-20