20190396 Ver 1_R.128_Permit_Plans_2019-03-21_20190401

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SR 1637 (JACK'S BRAIVCH ROAD)
� STRUCTURE
S URFACE WATER IMPACTS PERMIT
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DBBCRIOTION
P.E.
R /W & UTIL
CONSTRUCTION
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END AROJECT WBS 17BA.IO.R.128
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THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUA'DARIES. � 6
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS EST.9BLISHED BY METHOD IL % /
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
20 l0 0 20 40
PLANS
20 l0 0 20 40
PROFILE (HORIZONTAL)
4 2 0 4 8
PROFILE (VERTICAL)
ADT 2014 = 150
ADT 2025 = 300
DHV = N/A
D = N/A
T = 6%
V = 45 MPH
FUNC. CLASSIFICATION:
LOCAL
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'AT8 STAT6 PROl8C1' R6P6R6NC8 N6
��� 17BP.10.R.128
srwre vaa.Hn r.n.mta.Na
17BP.10.R.128
17BP.10.R.128
17BP.10.R.128
A1�S01� CO U1�TY
LOCATI0111: BRIDGE #234 OVER CABBAGE BRANCH 01V
TYPE OF WORK GRADI11lG, PAVI11lG, DRAI11lAGE,
Permit Drawing
Sheet � of 9
LEIVGTH OF ROADWAY PROJECT WBS I7BP.IO.R.128 =.095 MILES
LEIVGTH OF STRUCTURE PROJECT WBS I7BP.IO.R.128 =.005 MILES
TOTAL LEIVGTH OF PROJECT WBS 17BP.IO.R.128 =.100 MILES
NCDOT CONTACT: GARLAND HAYWOOD, PE
Division Bridge Manager
80' 0' 80'
GRAPHIC SCALE
PLAIVS PREPARED FOR THE NCDOT BY.• HYDRAULICS
S�� T 100 STV Engineers, Inc. ENGINEER
y 90o wes� 1�ade s�-, s�ae �u
�, cna�iorte. Nc zssoz
NC License Number F-099�
2018 STANDARD SPEC7FICATIONS
RIGHT OF WAY DATE: NIKKI T. HONEYCUTT, PE ROADwAY
NOVEMEBER 1� ZO�H PROJECT ENGINEER DESIGN
ENGINEER
LETTING DATE: CLARK E. GROVES
J U N E 5� Z O� �% PROJECT DESIGNER
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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See Sheet lA For Index of Sheets
See Sheet iB For Standard Symbology Sheet

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LEGEND S E E
� NEN URFACERW TER T IMPACTS � F I G U R E
� IMPAOCTSS INE SUORFACE WATER N S I T E 1
�
DONALD L BEARD
DB 859 PG 181
STREAM PERMIT IMPACT
AREA (AC) LENGTH (FT) WOOD�
PERMAMENT 0.021 141 �
SW IMPACTS
TEMPORARY 0.02 93 �
SW IMPACTS �,:�,-�;r�i��.r,���.�-�-U�.� ,.����., r,�,-u- - ,-�:�r�r
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- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --'---• ------
- _ P----------•-----•--•-•--"--�---F--� ___----
F----------------------
PAVED ROADWAY
-L-
,f'/
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IMPERVIOUS DIKE (TYP.)
FOR FLOW AROUND
OPERATION �DUE—
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PERMAMENT IMPACTS _SZ
IN SURFACE WATER
(BANK STABILIZATION)
91 LF i
F —����_F
_ 12" RCP --____ F
PERMAMENT IMPACT$` S� f�
woo�s IN SURFACE WATER �
`-,Z (CULVERT) 50 LF
WOODS � CULT/vATEO �`")
/ � O
ALBERT E TYSON
CAhIERINE H TYSON
40' 0' 40' cHnR�s e�
KAiHERINE F iYSON
DB 370 PG 276
GRAPHIC SCALE
Permit Drawing
Sheet 2 of s
2 60 j DES GN SPEED SHOWN FOR VERTICAL CURVE lS UP
TO 20 MPH LESS THAN OVERALL DESIGN SPEED
PER SUB-REGIONAL TIER DESIGN GUIDEUNES.
256
252
BEGIN PROJECT WBS l7BPJORJ28
�' i'i^ STA10+70.W
m 248 ; EL = 244.00'
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�' 240 `--EXIST (-135373 %
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� CULVERT HYDRAUUC DATA�I,
� 2 3 6 DESIGN DISCHARGE = 650 CFS �;�I
� DESIGN FRE(]UENCY = 25 YRS II
� DESIGN HW ELEVATION = 2qp,/ FT �;��,
� BASE DISCHARGE = 900 CFS
E 232 BASE FREOUENCY = lOiO YRS ���
� BASE HW ELEVATION = 242A fT
� OVERTOPPING DISCHARGE = 70i0 CFS II
�'� OVERTOPPING FREQUENCY= 50+ YRSIi
E 228 OVERTOPPING ELEVATION = 24�.7 fT �����,
a DATE OF SURVEY = 9/30/20/7 II
� WS.ELEVATION �5.4 � ��
o° 224 AT DATE OF SURVEY ' „
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ML
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Pl = 11+80A0
E/L� = 2�4�0ry.63'
Vli — GGV
K=49
DS = 35 MPH
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DUE DUE�l
SPECIAL STILLING BASW (TYP.) /
TEMPORARY PIPE (TYP.) O
FOR DEWATERING JANETiE W HANNA
WORK AREA DB 523 PG 179
Sr�„ , STV Engineers, Inc.
1 V �QQ 900 West Trade SL, Su'ite 715
e� cnanotre, Nc sazos
NC Llcense Number F-0991
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AMY B JAqCSON
Q DENNIS W JACKSON
� DB 716 PG 310
WOODS
TEMPORARY IMPACTS _ 53
IN SURFACE WATER
93 LF
6"RCP
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PROIECT REFERENCE NO. SHEET NO.
l7BPJO.RJ28 2
ILW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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f � UNLESS ALL SIGNATURES COMPLETED
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IS" RCP ���`� `�� •s���-''�t
----' --'_---'---'-'----�-----••---------'---'------------------
C----------�------�� C-�i
tx�_TiNc �iw
SITE 1
w000s
n PavEo Raar�,var
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EAST CULVERT
CONSTRUCTION
260
END PROJECT WBS (7BPJOJ
-- ------------------------
STA/5+30.Oi0
EL = 24726
END CONSTRUCTION
--------------------- 2 5 6
ST,4 /6+o0A0
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- 1��+ 252
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-- I -- -- - �� Pl = 14f60A0 � -- ii
BEGIN CULVERT � .
. � 'I EL = 24455' p, --�--_"••
--------------------
_.....-
� -L- STA 12t89.88 � ' VC = l40' '�i (+�4�555"/� '• _,,: 248
, ; END CULVERT K - � " EX�� -"--` ,,-
� �-------------- - DS = 35 MPH �L.,.-
-L- STA /3+/6J3 -- - - - -
� � _...--, 8c�6�
i i 4% --.�n��="'�-::' . __.....v'(kl
i i t��!I .._....- BL-7 ____ _ i
PROPOSED GRADE--� ��-`�`� '
I I � �+J1.4000Y -----�_.�. ...._-- � 244
I 1 1 . _�'oo _'�1Y�r.�._ --•"'""' � �
� � � �----_----..s---- --_:-.,_ --� � _. -- -"" �
�CT � l�
� .� ��- ___�._.._.-- : 3,50' _ - - �
BM-I J� o —o�_���_ _"_'_ T __ _• _
— __�
-�}------_�"""- ,.BM-2 _o._ -,--- -- EXISTING GROUND --� ------T _P_L1�+7_��9_ �
------------ ----- --- --- ------ --��__---- __�.�. - ___ -- E/ = 246.3/
i-- --- .v ._.._--
- _ �
--.Y�� _ . __._ ,......_ -
___ _.
-�- --- -�- ______�=•�--------.._..------._.._..__�Y ---- �-�---�,BC-6 __--- -- 24
000 � � ,r � � _ 0
� ,�,-i---�� _ - _PJ_=Lfz-�49� 13L_
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------- -- ------
i : ii i_- i'_- _n ___.-- E/ = 248.45
; EXISTING STRUCTURE ----' ;; ;-- �'�- p • �•----
� . c�'�Tb�� �I�
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_ _ __ _
' 3J8� --�'"' " 236
' (-�-��..� .. ��
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■F.//\ VI II
'�F7i��T777C-p II
�o`_•�`�+�1� � �ii Pl=13+50A0 RT
_----+---� Pl�l3+/6.00 RT, El= 238.44�� 232
i F/ _ �3r, R5 �
12 + 00
13+00
e
14+00
15+00
16+00
228

�
� LEGEND
^ S E E STV Erig1172Z7S, Il]C. PROIECT REFERENCE NO SHEET NO.
�"T�% ZOQ eoo wesr rraae si, s����e �u l7BPJO.RJ28 3
� � etiy,� Chodotte, NC 28202 g,yy SHEET NO.
F I G U R E N� ����e�se N�mee� F_a99,
� DENOTES PERMEMANT IMPACTS , \Q Q 'Q
ROADWAY DESIGN HYDRAULICS
IN SURFACE WATER � Q\ p 11 ��p i �0�� �� ENGINEER ENGINEER
�DENOTES TEMPORARY N S I TE 1 \ '� � �O 7'� / \� �/
innrnas iN suRFnce wnreR � IMPERVIOUS DIKE (TYP.) Q- � '�
DONALD L BEARD FOR FLOW AROUND � Z � i
DB 859 PG 181 OPERATION �DUE E
STREAM PERMIT IMPACT w � �� O i� ,`�
� AMY B JAqCSON i i
i
AREA (AC) LENGTH (FT) WOODS � o �� D DB I716 PGC310� �� �
PERMAMENT 0.021 141 � ��� R �� � �
SW IMPACTS � � ��� � J � �
"� �'''= i � DOCUMENT NOT CONSIDERED FINAL
TEMPORARY - � � -f ' p , -� - - \� � WOODS — �! r3 / J / �� UNLESS ALL SIGNATURES COMPLETED
SW IMPACTS 0.02 93 i � ,/ _�_f,;.Y
�, .� �:;r4.�4r���.r�� �`- , -. � � � , .T �
F ��� .,
- --------'---'--'-----•----------'---'------------•'--�•'--------' ---- \ � � - � _ . - � - ----'---'-'
/ � p �-. _
- -----'---"= �_, � ' `� - -- ----•-
'P---•-------••-------------'--'---F"'_ __-------� `' �.'; . ---- F" ��_� ----_"- - -- - --- - ----------------------
�r � r i5' RCP
F ---------- '� �
----------- `, t.' -"- -- .�.�s�'r�-- -F`------'-----•--'-'-- F -
�-�- ---= -=----------� .� -
oF � ���-- F o
� _�_ PERMAMENTIMPACTS TEMPORARY IMPACTS �
� IN SURFACE WATER -S2 IN SURFACE WATER -51
!'{PavEO RoaDwar SR /637 � (BANK STABILIZATION) 93 LF I i� PavED Raaavar
� ( lACI�:$ _BIiAAICI%_RQ9D 91 LF _ - - —
- F�� . . . - - �
� � � _ .. � _ � i F -_-
i2 � F -- ---'--------- -------- - - - - ----- - - - - ' _"---------------..�--
RCP �----- F ---�-- -- - -- - - ---
- - --- • -'--- _ .. . -...._.
� - - ----
' _"____`___ - _____'_____"_'____________'_'___'_'_a.a_ _' _------ � i T ---_— ____ �',.J .• /
�----------- ------- F � :� -, ����� ------���_ �� � . .. . .. ..
_ ._ _ __ •,.. - � �� . �,_ . ,, , 9
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� �'���� n ' J� _�--, . �"^ - � � � � � ExisTwc Riw /' -
PERMAMENT IMPACTS Sl f F �'�I F ` ` �
,� -
woo�s i� IN SURFACE WATER - �� C i � �� /
� (CULVERT) 50 LF � R �_J f � �
/ /
'�� o '�, ' SITE 1 0 �' ',
,
wooDs / cu�rNarEo � �� �
`� r I J�. � � I
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/� � ��F' i �� � / I /
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�/ I �
/� � �DUE - ---DUE DUE�i `\ P„ ,�� � /
� 4:\ SPECIAL STILLING BASW (TYP.) '� � ��� wooDs � � �
"� S � � Q i �e . / / / /
�f"� ALBERT E TYSON p ,' � �� / / /� /
q O� O� q �� CAhIERINE H TYSON �i i
KAiHER�I�N�E F�1 �� TEMPORARY PIPE (TYP.) � ' ' � j /� �� �
DB 370 PG 276 i � � i
F �' FOR DEWATERING JANETiE W HANNA i � i
GRAPHIC SCALE E�E J WORK AREA DB 523 PG 179 � � � �
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Permit Drawing � �aP��� ;' ;' � �,,�� � EAST CULVERT
Sheet 3 of s P��'/ , ,
- CONSTRUCTION
2 60 j DES GN SPEED SHOWN FOR VERTICAL CURVE lS UP 2 60
TO 20 MPH LESS THAN OVERALL DESIGN SPEED
PER SUB-REGIONAL TIER DESIGN GUIDEUNES.
END CONSTRUCTION
i---------------------
STAl6+OOA0
256 END PROJECT WBS (7BPJORJ28 256
� -------- ------ ----------
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, �
-- ' ,li
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I EL = 24726 li `
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252 _ � N
. ,_, .- 252
��
BEGIN PROJECT WBS l7BPJORJ28 �� � � � ' "
-- -- - � Pl = 14f60A0 � ii -
--- --�--_^ ""' '-.
� ��------- BEGIN CULVERT
� 248 �� . � -------------------- EL = 24455' P� _,....-
I' ELA=' 244.00' -L- STA 12t89.88 � � VC = l40' �+)4�555�%- ••-- 248
m �� ��
' ' END CULVERT K= 57 II EX�� -��"
a il ; I i �-------------- __ ____ _ DS = 35 MPH ^ SL.,.-
,_.
E i'i Pl= 11+80A0 I i ., i i-L- STA /3+/6J3 --' �c„��
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Q ii - � i i __.�n��=""-::' _ . _ .....v' k)
, EL - 24063 &7�4%,� ___ - l
�� ---- -----' � � � .._...•- - �
«¢_-- BL 7
� 2 44 ��� K - 4� � � PROPOSED GRADE -- � ( )1.4000� _ =-- " _ =�y �t?� - - ' _ '
-:� � � � + -- ■__-- _., .._ . ..,__ _ � � 244
m� - _ � � � �----_ �--=---- � / __. -- �
N DS 35 MPH V_ _.__ __ ,_
� �' �—�' �am��-:�-������� BM-1 �� "'_ --�-""�_ o ���-----�i =- � � --J ---(±, 3�•• ' ' t i
� r� - ____----- --- ....-- -------�}_ ,.BM-2 _o EX/ST/NG GROUND _ --_" _P_Ll� I_`�d�9_ �
: — ----- ---------- ------ --- --- '.�'-- ._.__- -- E/ = 246.3/
` BL-5 `�=�- --�- -�-- �� _��
. _ -
-
� ---- ---------
----- --.Y��
s - ------------ -----.._..------._.._..__ ,......-
�' 240 `--EXIST (-135373 % �3�g.—c>— -----� �--------.._..--- :r �'i- ��BL-6 _-_ _ 240
E / (+)1.4000'• ,r- �� - - - ----- -- .
- , -
` - ' =P_J_=Lf_z-�49� 13L-
z � �� �-�-- —�---- ----..
� ----------------�ii i : iii i,_ _ n ______---- E/ = 248.45
�, II � EXISTING STRUCTURE ----' ���" '�"� _ _ _
CULVERT HYDRAUUC DATA „ --- ' "' " p b2�-- "` —
�'" -- - -- _ :_
' TO BE REMOVED n� ■- u T u _ r-_ -
3 �ii L O W P O I N T i ii i i u �'��.--••-.. �ii 236
� 236 DESIGN DISCHARGE = 650 CFS;I ------' ;: ; 3,18/� ..--' ;I
° DESIGN FRE(]UENCY = 25 YRS'J - �A 12t2/.00 a;' ; (�;;� � '�i
-'� ELEV 24/.69 i n • ■ r✓ ,: �, m u
� DESIGN HW ELEVATION = 2qQJ FT II ' :� I�Y�%��Yiv77nw iI
� BASE DISCHARGE = 900 CFS',i ; ;� __:-�p� ��_Pl =13+50Ap RT
� 2 32 - „ , PROPOSED DOUBLE l2' X 5' RCBC ---�' � , � El = 238.44�
BASE FREOUENCY lOiO YRS ��� � �Pl =13+/6.00 RT 232
� BASE HW ELEVATION = 242A � ��� SEE STRUCTURE PLANS � El= 235.85
� OVERTOPPING DISCHARGE = 70i0 CFS'�I � ' � Pl�l3-f05.OQ� —
iOVERTOPPING FREQUENCY= 50+ YRSi�
E 22 8 �ERTOPPING ELEVATION = 24�J fT ��I�� . El =�5� 2 2 8
a DATE OF SURVEY = 9/30/2011 '� � _ _ _ � � �
° WS. ELEVATION 235.4 FT �'J
o° 224 AT DATE OF SURVEY ' „
N�
� : 11+00 12+00 13+00
ML
14+00
15+00
16+00

�
0
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LEGEND
�DENOTES PERMEMANT IMPACTS
IN SURFACE WATER
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
STREAM PERMIT IMPACT
AREA (AC) LENGTH (FT)
PERMAMENT 0.021 141
SW IMPACTS
TEMPORARY 0.02 93
SW IMPACTS �rti:��:��:��.r'���v-'-U,r� -�.��r� r'-W-c.:- - �,: r�
-- -----�-----�-----'-"---' -'--'-- -'---'---- r
- _ P-----------------•-•--"--�---F--' _---
F----------------------
PAVED ROADWAY
WOODS
WOODS
—L—
,f'/
IMPERVIOUS DIKE (TYP.)
FOR FLOW AROUND
OPERATION �DUE
�
0
- �� i
F��
PERMAMENT IMPACT$` S�
IN SURFACE WATER
(CULVERT) 50 LF
��; ,;��-_ ��
/ � O
ALBERT E TYSON
40' 0' 40' cHnRRiFs e"�"
KAiHERINE F iYSON
DB 370 PG 276
GRAPHIC SCALE
Permit Drawing
Sheet 5 of s
2 60 j DES GN SPEED SHOWN FOR VERTICAL CURVE lS UP
TO 20 MPH LESS THAN OVERALL DESIGN SPEED
PER SUB-REGIONAL TIER DESIGN GUIDEUNES.
256
252
BEGIN PROJECT WBS l7BPJORJ28
�' i'i^ STA10+70.W
m 248 ; EL = 244.00'
s �I
a II
E I
II
Q
� 244 '�' ---- ----
_J',
m �T '�_—
�
� -����—
� —__.
� -
� ` BL-5 "� —`� �
�' 240 `--EXIST (-135373 %
�
� CULVERT HYDRAUUC DATA�I,
� 2 3 6 DESIGN DISCHARGE = 650 CFS �;�I
� DESIGN FRE(]UENCY = 25 YRS II
� DESIGN HW ELEVATION = 2qp,/ FT �;��,
� BASE DISCHARGE = 900 CFS
E 232 BASE FREOUENCY = lOiO YRS ���
� BASE HW ELEVATION = 242A fT
� OVERTOPPING DISCHARGE = 70i0 CFS II
�'� OVERTOPPING FREQUENCY= 50+ YRSIi
E 228 OVERTOPPING ELEVATION = 24�.7 fT �����,
a DATE OF SURVEY = 9/30/20/7 II
� WS.ELEVATION �5.4 � ��
o° 224 AT DATE OF SURVEY ' „
N�
� : 11 + 00
ML
SEE
� FIGURE
� N SITE 1
i /
DONALD L BEARD
DB 859 PG 181
wcoo:
_�� __F
_ 12"_RCP _ _ -------_ F
�—� , . .
Pl = 11+80A0
EL = 240.63'
VC = 220'
K=49
DS = 35 MPH
TEMPORARY PIPE (TYP.
�FOR DEWATERING
�pRK AREA `
SPECIAL STILLWG BASIRI (NP.)
��
Sr�„ , STV Engineers, Inc.
1 V �QQ 900 West Trade SL, Su'ite 715
e� cnanotre, Nc sazos
NC Llcense Number F-0991
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2 � � ;
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1 � AMY B JAqCSON
c Q DENNIS W JACKSON
� � DB 716 PG 310
WOODS
i '�� �
� _
���F �
-- ti� -- — F`�
PERMAMENT IMPACTS _SZ
IN SURFACE WATER
(BANK STABILIZATION)
91 LF
�5
� � �-_� c
�,��L�
P
�
JANETiE W HANNA
DB 523 PG 179
TEMPORARY IMPACTS _ 53
IN SURFACE WATER
93 LF
6"RCP
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PROIECT REFERENCE NO. SHEET NO.
l7BPJO.RJ28 5
ILW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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i �' DOCUMENT NOT CONSIDERED FINAL
f � UNLESS ALL SIGNATURES COMPLETED
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IS" RCP ��'-`.�;.' `'.sr`�`�,t
- - - .�-----••- -'-- --------------
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tx�_TiNc �iw
SITE 1
w000s
n PavEo Raar�,var
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WEST CULVERT
CONSTRUCTION
END CONSTRUCTION
--------------------
STAl6+OOA0
END PROJECT WBS (7BPJORJ28
----- -- ------ ---------- I� —
-- �, STA/5+30.Oi0 ,��� '
: I EL = 24726 p, —
u 1
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- -- -- - �� Pl = 14f60A0 - ii
BEGIN CULVERT � .
' EL = 24455' P� _.....-
--�--_".•
--------------------
� -L- STA 12t89.88 � ' VC = l40' '�i (+�4�555"/� '• _,,:
' END CULVERT K - � " EX�� -"--`
i �--------- - DS = 35 MPH SL.,.--
� � -L- STA /3+/6J3 -- --- - _..� ' j6�
i i . --.�e■�='•"-�r: _ ...v'�k18
i i �_�t��!�4% ��,_,..._ .. BL-7 ____ _ . - •. � l
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� � PROPOSED GRADE --� • - _ �■��-- . •-•- - �" �
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---- _ " ""'. �
--- -
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� .� ��-�T ___,._.._.-- �+) 3 - ' '
BM-/ _�}------_�----- ,.BM-2 _o._ -,--- EX/ST/NG GROUND --� -----_�' _P_Ll�`+I_`�d�9_ �
------------ ----- --- --- ------ --��__---- __,�.�. - __- -- E/ = 246.3/
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i : ii i_- i'_- _n ___.-- E/ = 248.45
; EXISTING STRUCTURE ----' ;; ;-- �'�- p • �•----
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�o`_•�`�+�1� � �ii Pl=13+50A0 RT
_----+--� Pl�l3+/6.00 RT, El = 238.44��
i F/ _ �3r, R5 �
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13+00
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14+00
15+00
16+00
260
256
252
248
244
240
236
232
228

�
� LEGEND
^ S E E STV Erig1172Z7S, Il]C. PROIECT REFERENCE NO SHEET NO.
�"T�% ZOQ eoo wesr rraae si, s����e �u l7BPJO.RJ28 6
� � etiy,� Chodotte, NC 28202 g,yy SHEET NO.
� F I G U R E �, � � N� ����e�se N�mee� F_a99,
� DENOTES PERMEMANT IMPACTS \
IN SURFACE WATER ROADWAY DESIGN HYDRAULICS
..� 11 � �0�� � � ENGINEER ENGINEER
� DENOTES TEMPORARY N S I TE 1 �\/ � �O 7� /' \� �/
a\
IMPACTS IN SURFACE WATER O IMPERVIOUS DIKE (TYP.) "J'� �T �Q� r ��r �
DONALD L BEARD FOR FLOW AROUND � �
DB 859 PG 181 OPERATION �DUE E �
STREAM PERMIT IMPACT w '� �� O i� ,`�
� AMY B JAqCSON i i
O
i
AREA (AC) LENGTH (FT) WOODS � C �� D DB I716 PGC310� �� �
PERMAMENT 0.021 141 � �= R .� � �
SW IMPACTS � � ��� � J � �
"� �" i � DOCUMENT NOT CONSIDERED FINAL
TEMPORARY — � � —f ' p : —� �- — � � WOODS — �! r3 / J / �� UNLESS ALL SIGNATURES COMPLETED
SW IMPACTS 0.02 93 i � ,/ _�_f,;.Y
�,.��:;r4.�4r���.r�� ��„—. �i 3. ��
i
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----------------•---•--•--------------------------•—••---•---- � ,. \`-- — — ----
_"----•-----'P F �--�_, --.—'--'----_"— — - - — -- - ------- -----••----------------------
---•-------••---- �—�-- _ . . �r . .,
� _ .r���
r i5' RCP
---------'--'---F"' __------ : � . F �__.,,� _ -
F ---------------------
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� F � ��--- . ,,'d — __'---------� o
� "�— F � --
`� _�_ PERMAMENT IMPACTS TEMPORARY IMPACTS �
�� IN SURFACE WATER —S2 IN SURFACE WATER =53
!'{PavEO RoaDwar SR /637 (BANK STABILIZATION) 93 LF I i� PavED Raaavar
SPINDLE
� ! �ACK=S -BRl#NCH--RQ9D 91 LF _ _ _
— F � � — � _ - — � F ---
= _ IS" RCP
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PERMAMENT IMPACTS S� f F F C � � /
i
woo�s i IN SURFACE WATER — \ �� �� /
� (CULVERT) 50 LF � R
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„
' WOOD$ �� CULTNATED \ `
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�/� � �DUE �: � �_DUE DUE� �� �, � � � / /
/
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/ 4'- TEMPORARY PIPE (TYP.) ; — '� wooDs � � �
� 5 Q FOR DEWATERING �' � ,� � / /
� f"� ALBERT E TYSON �QRK AREA �� �� � `� � /� � �
q O� O� q �� CAhIERINE H TYSON �i i
CHARLES B TYSON C� � � � � / /
KAiHERINE F iYSON i � � � i / / � �
DB 370 PG 276 �. � �' JANETiE W HANNA �i � i� � �
'1 5 w DB 523 PG 179 ) i /� �
GRAPHIC SCALE �� ' ' � '
� E�EJ � � /
Permit Drawing SPECIAL STILLWG BASIR(�1(NP.) �OP�c.� � ;� �� ,, ��/ � WEST CULVERT
Sheet 6 of s '�` � ' % � CONSTRUCTION
2 60 j DES GN SPEED SHOWN FOR VERTICAL CURVE lS UP 2 60
TO 20 MPH LESS THAN OVERALL DESIGN SPEED
PER SUB-REGIONAL TIER DESIGN GUIDEUNES.
END CONSTRUCTION
i---------------------
STAl6+OOA0
256 END PROJECT WBS (7BPJORJ28 256
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252 _ � N
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BEGIN PROJECT WBS l7BPJORJ28 �� � � � ' "
-- -- - � Pl = 14f60A0 � ii -
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�24$ ili , i -------------------- EL = 24455' i�i _,.�.•-
� I� ELA-' 244.00' . �I -L- STA 12t89.88 � ' VC = l40' '�i (+)4�555"/� �� 248
E ,, , I�, I END CULVERT K= 57 �� EX�S� _.,.,. ',, _,,:
�� ; � �-------------- - DS = 35 MPH �L.�--
a ;�, Pl= 11+80A0 I i i i-L- STA /3+/6J3 __ ____ _ _...-., _.8c�%
ii - � , i i __.�n��=""-::' .....v' k)
Q , EL - 24063 &7�4% ,� _ . - - l
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---- ---'
BL 7
� iii VC = 220' i � PROPOSED GRADE -- i / _ ii:=�t�'� _« - -__ i
L 244 __�_ati K= 49 i i � (+J1.4000'• --------_-' __ 244
.�_.. ----..s==------_.,_ =_. _ -- �
m '\ -_—�' �a� DS = 35 MPH � � �-;�-"'-�T '�� --- ----•--T ' �+� ¢ , __. - � �
� , - -��_-�—____ BM-1 '� -----_�_".'r— � V -- -,--- -°- - ' - �-.._.=- ; ---_-- 3.50X.._ + �
� r� - ____----- --- ....-- -------�}_ ,.BM-2 _o EX/ST/NG GROUND _ --_" _P_Ll� I_`�d�9_ �
: — ----- ---------- ------ --- --- '.�'-- ._.__- -- E/ = 246.3/
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�' 240 `--EXIST (-135373 % �3�g.-c>— -----� �--------.._..--- :r �'i- ��BL-6 _-_ _ 240
E / (+)1.4000'• ,r- �� - - - ----- -- .
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` - ' =P_J_=Lf_z-�49� 13L-
z � �� �-�-- —�---- ----..
� ----------------�ii i : iii i,_ _ n ______---- E/ = 248.45
�, II � EXISTING STRUCTURE ----' ���" '�"� _ _ _
CULVERT HYDRAUUC DATA „ --- ' "' " p b2�-- "` —
�'" -- - -- _ :_
' TO BE REMOVED n� ■- u T u _ r-_ -
3 �ii L O W P O I N T i ii i i u �'��.--••-.. �ii 236
� 236 DESIGN DISCHARGE = 650 CFS;I ------' ;: ; 3,18/� ..--' ;I
° DESIGN FRE(]UENCY = 25 YRS'J - �A 12t2/.00 a;' ; (�;;� � '�i
-'� ELEV 24/.69 i n • ■ r✓ ,: �, m u
� DESIGN HW ELEVATION = 2qQJ FT II ' :� I�Y�%��Yiv77nw iI
� BASE DISCHARGE = 900 CFS',i ; ;� __:-�p� ��_Pl =13+50Ap RT
� 2 32 - „ , PROPOSED DOUBLE l2' X 5' RCBC ---�' � , � El = 238.44�
BASE FREOUENCY lOiO YRS ��� � �Pl =13+/6.00 RT 232
� BASE HW ELEVATION = 242A � ��� SEE STRUCTURE PLANS � El= 235.85
� OVERTOPPING DISCHARGE = 70i0 CFS'�I � ' � Pl�l3-f05.OQ� -
iOVERTOPPING FREQUENCY= 50+ YRSi�
E 22 8 �ERTOPPING ELEVATION = 24�J fT ��I�� . El =�5� 2 2 8
a DATE OF SURVEY = 9/30/2011 '� � _ _ _ � � �
° WS. ELEVATION 235.4 FT �'J
o° 224 AT DATE OF SURVEY ' „
N�
� : 11+00 12+00 13+00
ML
14+00
15+00
16+00

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
an 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 12+89.88 / 13+16.13 DOUBLE 12' X 5' RCBC 0.021 0.02 141 93
TOTALS: 0.021 0.02 141.00 93.00