20201723 Ver 1_DI00233 Permit Drawings-Revised 7-23-21_20210723

SHEE
TOTAL
c
STATE(g T E O F NORTH H 'V A R O L I N STATE STATE PROIRCf REFERENCE NO. O T SHEETS�`
See Sheet 1-A For Index of Sheets d��i PERMIT DRAWING
S See Sheet 1-B For Conventional Plan Sheet Symbols N.C. 17BP.9.R.72 i
N fie` ,.� DIVISION OF HIGHWAYS SHEET 1 OF P.TQ PROl.N0. APROL NO. OE9CRIPT[ON
Nq :. ,may v, 17BP.9.R.72 PE
17BP.9.R.72 R/W & UTIL
I FCFIF ":4
. 17BP.9.R.72 CONSTR.
o , / , . ' m 1 . STOKES COUNTY
2:4M t► LOCATION: BRIDGE NO. 8 (84008) ON NC 704
'�I �' OVER DAN RIVER
el!
il <14- x•
(4 ! 1 � s� TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE
lr•,1 VICINITY MAP
—It .,:17
Q WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN CONSTRUCTION
TI- POC STAIl+T2D0 END TIP PROJECT 17BP.9.R.72
BEGIN TIP PROJECT 17BP.9.R.72
BEGIN CONSTRUCTION END CONSTRUCTION
I5�04 L— POC STA.11+75.00 SITE 1 4-1 / 4 SITE —L— POC STA.30+50.00
t_r
rill BEGIN BRIDGE `ti, /
-L- STA/8+2856 '�Cy�' / END BRIDGE ��
'�' -L- SI A21+3L44,I
TO NC 89 �w _ ; �' —
E _U NC 704 /�-
l _
; _ _-- TO AARONS CORNER
L _ - Ar� CHURCH ROAD
J / f / __-__--- -I-
DR{VY2
END CONSTRUCTION ,) 1 I/// I 9 / -'// �3;5- 9� END CONSTRUCTION J �-^a\
-DRWYI-POC 57A//+05A0 / a /(-7/ -DRWY2- PT STAN+00
C
4, THIS IS NOT A CONTROL OF ACCESS PROJECT DOCUMENT NOT CONSIDERED FINAL
DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL CURVE K VALUE UNLESS ALL SIGNATURES COMPLETED
PREPARE-0/N THE OFFICE OF. HYDRAULICS ENGINEER
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH sTANTEC CONSULTING SUNGATE DESIGN GROUP,P.A.
fA ti Nc° as R°°e Is.;,.goo ��
ADT 2017 = 460 ®Stantec am'.',;,9)”,-6.,,I F.,, ,„_]a„ �`E" ,
z 50 25 0 100 L;eevr:rv°�F�05]] HE
COA NaC-0E9(1 (7„,..-&-i
®R 7` JLENGTH OF ROADWAY TIP PROJECT 17BP.9.R.72 = .327 MI+, ■ " FOR THE NORTH CAROL/N,4 DEPARTMENT OF TRANSPORTAT/ONv42018 STANDARD SPECIFICATIONS ®o�o PLANS V = 60 MPH LENGTH OF STRUCTURE TIP PROJECT 17BP.9.R.72 = 0.061 MI P�
fA SIGNATURE, iR �n
� � 50 25 0 100 TOTAL LENGTH OF PROJECT 17BP.9.R.72 = 0.388 MI RIGHT OF WAY DATE: MIKE LINDGREN,PE w
�w I MAY 2019 PROJECT ENGINEER ROADWAY DESIGN
w. �1�11� ��
ENGINEER �� ��
PROFILE (HORIZONTAL) FUNC CLASS = �p®� 8�����e
� � O 5 2.5 0 10 RURAL MAJOR NCDOT CONTACT: DANIEL DAGENHART, PE LETTING DATE: LEAH STARNES
7 r ) `'1" COLLECTOR NCDOT DIVISION S BRIDGE MANAGER FEBRUARY B RUARY 2 6,2 019 PROJECT DESIGN ENGINEER
�»<»
../` PROFILE (VERTICAL) SIGNATURE, PE

P PROJECT REFERENCE NO. SHEET NO.
DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 DETAIL 5 ® Stantec 17BP.9R.72 —
4
SPECIAL LATERAL BASE DITCH LATERAL BASE DITCH LATERAL BASE DITCH SPECIAL CUT BASE DITCH SPECIAL CUT DITCH
(Not ro Soule) (Nor to Soak)
Ds (LATERAL
to Sml.1 (Nara Scale) (Not..kale) DMI, ,�'\ Stantec Consulting Serviceslnc ROADWAY RAN
SIGN SHEET NO.
HYDRAULICS
Natural Nmurd ?'7 Nauml 4,5. a' m...m � A= Slog 801 JOne6 Franklin Road
Nalurol A� qR Ground ?,7 ,5 1Fr F;II Grond °` ~1fir. Fill Ground a BT�1,t•. From GroundAl �, ENGINEER ENGINEER
Ground ?q A•.,Or slave d D Slop. d D Slope �hA, D Y`"' y.p. d D $ Suite 300
di D d$ ukh Raleigh,NC 27606
c.a.dtk B Mon,d= 1.5 F. Max,d= 2.0 F. Min.D= 2.0 Ft Max d= 1.5 F.
F..[phone]
Type of liner= Class Rip-Rap
Max 4= 1.5 F. 'when e's c 'Vll 6.0' B= 2 F. .m B isF
< 6.0' B= 3 Ft. Maz.d= 2.0 . wwwstenfeccom
B= 2 Ft. Type of Liner= Class I Rip-Rap 6= 5 R. Type of Uner= Class I Ripatop h= 5 Ft. B- 3 Ft. FROM STA.12+50 TO STA.13+25-YI-RT License No.F-08/2
Type of Liner= Class I Rip-Rap - Type of Liner= Class I Rip-Rap / i
FROM STA,12+50 TO STAB+50-L-LT FROM STAB+50 TO STA.16+50 LT /� DENOTES TEMPORARY
FROM STA.11+75 TO STA 12+50-lr LT FROM STA 21+50 TO STA.22+50-L.-LT FROM STA.16+50 TO STA 17+99-L-LT /'
FROM STA 24+00 TO STA.25+00-L-LT FROM STA 12+50 TO STA 13+00-L-RT FROM STA.23+00 TO STA 24+00-L-LT
DETAIL 6 — DETAIL 7 — _DETAIL 8 — IMPACTS IN SURFACE WATER RIPRAP AT EMBANKMENT
STANDARD BASE DITCH CLASS II RIP RAP AT EMBANKMENT FALSE SUMP 51 TONS CL II RIPRAP
(Norm Scot. (Not to Scale)
Scale) a 54 SY GEOTEXTILE
L d DENOTES IMPACTS IN SEE DETAIL DOCUMENT NOT CONSIDERED FINAL
Ground L D 1� crovna "°""� y°ufsidePikh SURFACE WATER STNDARD H UNLESS ALL SIGNATURES COMPLETED
d � •• Lamm. ao Traffic Flow ,0•� 20:) -
G.w.dS. Min.D= 2.0 Ff. GEOTEXTILE SL / __ v� ES L62 RIPRAP
CL I RIPRAP PERMIT D RAW I N G
Maz d= 2.0 F. MW:t.fi:i SLOPE t$-
vm.n B k c e.o• Mo 3 F- SEE. GEOTEXTILE S I-I E ET 2 O F 6
S-Dif ch Slope c Proposed DR oh SPECIAL CUT a SEE DETAIL 6
T.ae of Liner= Chu I0.p-Rap 'V'DITCH STANDARD
STA 13+45-VI-RT
FROM STA 18+93 TO STA.19+43-L-LT FROM STA 18+55-L-TO STA.19+50-L-LT w/CL I RIPRAP 0 3'BASE D CH LAT
FROM STA 21+24 TO STA.21+44-L-LT FROM STA 19+97-I.-TO STA.20+21-L-RT EST.57 TON CL I RIPRAP h EST. I RI P BASE DITCH
FROM STA 20+21-L-TO STA.20+55-L-MED EST.108 SY GEOTEXTILE - 2 q. EST.24 N CL I RIPRAP vJCL I RIPRAP
FROM STA 20+88-L-TO STA.21+24�LT
SEE DETAIL 5 EIP r°v EST.41 Y GEOTEI(TILE EST.70 TON CL I RIPRAP
THOMAS W.STEVENS SEE AIL 6 21+52-L-G EST.121 SY SEE DETAIL 3EOTEXTILE
BETTY A.STEVENS SPECIAL CUT
/ MAN P.DOOLEY 3'BASE DITCH
KRIS L.DOOLEY END SBG v✓CL I RIPRAP
/
22+01-L- EST.139 TON CL I RIPRAP
O S EST.252 SY GEOTEXTILE
�� SEE DETAIL 4
.? LATERAL
g 2'BASE DITCH O�� RIVER GAu�.INr
v'CL I RIPRAP LATERAL SPECIAL CUT ti4 N / STATIO
ESL 98 TON CL I RIPRAP 3'BASE DITCH 3'BASE DITCH E :MAN P.DOOLEY I+EIc'T1::E:17.,,,,A4
/-A:eV: GROUND I,1 - -H P.BROWN
EST.180 SY GEOTEXTILE v✓CL I RIPRAP v✓CL RIPRAP E/�— E SITE 2 SOLA• TT•C DON TO' JOA ' .BROWN<
SEE DETAIL 2 EST,451 TON CL I RIPRAP EST.169 TON CL I RIPRAP f KRIS L.DOOLEY © . I in IEST.790 SY GEOTEXTILE ! Rry,e ICI \\o\
EST.296 SY GEOTEMILE Fe` 2 I60000 SEE DETAIL 3 F SITE v f -
E SEE DETAIL 4 / �:o Q� o �.•F`MfryT Im I SPECIAL LATERAL E O+ / ( / 4t. aff 0Illy,
o� / •� eR4 a c` I"\ \\
EST.6 BASE DITCH 1L7C ,IA -- • \
C IRIPRAP E C� � � /v' I // "I \
EST.66 TON C4'"; �_®6
A WOODS \
EST.121 SY E E DETAIL
wOODS � .r / F•-
SEE DETAIL 1 E— HW FALSE SUMP 184RIP T AT CL II ENT /� ® /���/:wMH — \ r pLl• W
,\____ —— _- / © /♦ �` y 184 TONS CL II PRAP �� /fib . \ E Ht W
TIE TO �
EXISTING DITCH _ t A C _. / SEE DE GEOT LE o+ ^ R p t \"-'I�\Yp R W/�.++om 8 i'�•."" ",�//. A�/� ?C -_'� 36'RCP-1 - SEE DETAIL 7 /' 0
-/�F 1B wM1H ��1 _ �(
'� 3'"RCP IV / WOOL T i \ � h u»,s¢e.,a''ma.F/ / Tn
0, /'�--///�_✓_- _ _ - - —REM9VE — �P f t•_-• I�AiL� It W
�..\��-=X�STING R/W ,�. �G� / _� •. EXISTING R/W �I�� ' low -
I / \
illillinliMiffiOl/ 4��---I�/ -.���ir /I • to
— elf/ -_� _- -- T w�v,"FP'li�*'�*�eF T T TNW' T- a .r--. 1 —F/II f�:// ____ � - -—
10
�.OrW R�/•S��— —_MAG o' -Fj� O'RR C HWY 704 —� Y9.<F /� /i //� :;II',GE•8 /� • --F --- 1— 0
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X\ r, rxrsnnc R -si v / EKSDNG R/W .iii ..-. RIm y G W 1 =1y,ru= - _� .
I ETRuwsp F.N •.` '�i * o/ /wso E\ ` E E E� WOODS _ ,- _
�' J(- 1` ` - _\ Sr.e -(/ 5 g4�TECTION
\ 15•RCO a fFyU ` 'R ♦�S f a �e4 R"C\ -� FZCA TION LIMIT$ '" .. - -— VPR.GR-'--a-1--
F MTL "34 w qr TO, ELAEv�Ariorl :.r WORK PAD ---———— I f / H
GATE yA� ./ J
WOODS .�` C7 00- \�! ..WOOD
SHED RUMSQ • I .. -. � _ 'jC � � 1C` `' :' '-.f•�
• I \�`�IP �E � �::.� � / ��m ISBKo \,,,,.WORK PAD ( SITE 1 Exu noN l�drrs �-� - � �I i� ^j�
I y c° 36`OR 6' I E CAVATE r- �G I j
CAROLYN VAZQUEZ "3. *_ \ \ f1 �/ h ,ro CLA55 II RIB RAP TO�IEVATION 843' v i �/ W
4; \�s`c / /P Q TUB L, SEPTIC \ TO TOP eF BERM:' .-/ i�36•..M'` C '�S'-� + _Z
\�1 I I .o e PUMP / ti't CLASS 1TRIP RAP 7'
/EIP / .�, I _ :'- .
* =N= Q W0006 SEPTIC PUMP WOODS ��VO 7�TOP OF BEo«-. f.�r .� T�
ISBKD \ $WTfF' c�/u�/'�'%�O I / o ' M- _ i
�� \off N�/ fS% o� Xw F-
,r;'7 :oNc W`� �' aa.esr Ay
a� p / e� aTE/' ��� ere`' / WOODS W )3,
•
`�\ \ 0,--WELL op �o� �' , • WOODS
O. / .00K4' X d •
�, , .+•.L� peioeetaaae°OaDta_.
7ERAL STEVEN WAYNE COX 3goo, MILTON W.SCRIBNER / BEGIN SBG
3'BASE DITCH STEPHANIE J.SCRIBNER WOODS 21+34-L-
w'CL I RIPRAP COUNTY OF STOKES
EST.62 TON CL I RIPRAP \ / / RIPRAP AT EMBANKMENT
EST.108 SY E DETAIL 3 /J.( / EI�
100 TONS CL II RIPRAP /
SEE DETAIL 3 106 5Y GEOTEXTILE
' •-,., Z
\/\ SEE DETAIL 7
/
/ / ./'''''''l 6
96B•
-----...sj
TO INSTALL CONSTRUCTION WARNING
DO NOT IMPEDE MORE
SIGNS AT JESSUPS MILL ACCESS \ THAN 50% OF THE RIVER
PRIOR TO CAUSEWAY INSTALLATION
I I FLOW WITH CAUSEWAYS
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PROJECT REFERENCE NO. SHEET NO. I
DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 DETAIL 5 5 StanteC 17BP•9.R.72 4
SPECIAL LATERAL BASE DITCH LATERAL BASE DITCH LATERAL BASE DITCH SPECIAL CUT BASE DITCH SPECIAL CUT DITCH
(Nam stub) (Motto Sao) -'� RAN SHEET NO.
Big (Nolte Seals) r-y "�� 7 (Not to Scale) INatb Sale)
Natural Nomrol Nmum' 7S Notuml Front
h 801Sta J cConsulting ServicesInc ROAENGINERDWAY SIGN EENGIINEERS
nll ? Fill on Fill Narural F 7a. N• raM LS-y Slope 801 Jones Franklin RoadGround �. A'\ D � . Sloe D ~15Tt. Slo a Ground A'' gt Ground7 ,- slope d a d a DFWK Slop. D Suite 300
dp0Eolecnu B � urcA a Raleigh,NC 27606
Min.D= 1.5 H. LE _� Min.D= 2.0 FI. ie.:Oile ( )0eot iRe B Min.D= 1.5 Ft.
Geotu+ile- ,/°
Tel. [phone]
)851-7024
Min.D= 1.5 Ff. Max.d= 1.5 Ft. Max.d= 2.0 Ft. Min.D= 2.0 H. Alas d= 1.5 Ft.
Mox.d= 1.5 Ft. 'When B is< 6.0' B= 2 H, M1Yfien a is< b.0' B= 3 Fr. Type of Liner= Class IRip-Rap _ Fwww%.s a9flfec.corn
Mvx.d= 2.0 R.
B= 2 Ff. `Type of Liner= Class I Rip-Rap b= 5 Ft. Type of Liner= Class I Rip-Rap b= 5 Ft. B= 3 Ff. FROM
STA.12+50 TO
OOO�STA.13+25-YI-RT License No.F-0672
Type of Uner= Class IRip-R°p FROM STA.12+50 TO STA.13+50-L-LT FROM STA.13+44 TO STA.16+50-L-LT Type of Uner= Class I Rip-Rep /FROM r- Clas75 TO STA.12+50-L-LT FROM STA21+44 TO STA.22+00-L-LT FROM STA.16+50 TO STa17+59-Ir LT DENOTES TEMPORARY
FROM STA 24+00 TO STA 25+00-L-LT FROM STA 12+50 TO STA.1 3-00-L-RT FROM STA 23+00 TO STA 24+00-L-LT
DETAIL 6 DETAIL 7 DETAIL 8 / IMPACTS IN SURFACE WATER RIPRAP AT EMBANKMENT
STANDARD BASE DITCH CLASS II RIP RAP AT EMBANKMENT f 51 TONS CL II RIPRAP
FALSE SUMP
(Notes Scale) (Norm Scale)
(Nor Scala) w(Nlo Sale) alb 54 SY GEOTEXTILE
I DOCUMENT NOT CONSIDERED FINAL
DENOTES IMPACTS IN SEE DETAIL 7
Ground L D 1? Ga°nd / "O1"d y Outside Ditch SURFACE WATER-
STANDARD
DITCH UNLESS ALL SIGNATURES COMPLETED
dl 1.0'mm. ao Tra{Bc FIOW ,0N 20s/
Geobplile B Min.D= 2.0 Ft. GEOTDOILE vdCL I RIPRAP
Max.d- 2.0 R. MW.tsa SLOPE r 5-7-7 J- EST.62 TON CL I RIPRAP PERMIT D RAW I N G
•Whin R is< d.d a= 3 F. ESE.DE SY GEOTEXTILE SHEET 3 OF 6
S-Ditch Slope Proposed Ditch SPECIAL CUT a SEE DETAIL 6
T.o a of Liner= Class I RiE STA 13+45-YI-RT Rap _ 'V'DITCH `` STANDARD
FROM STA.18+93 TO STA.19+43-L-LT FROM STA.18+55-L-TO STA w 19+50-L-LT 'CL I RIPRAP .4 3'BASE D CH LA
FROM STA.21+24 TO STA.21+44-L-LT FROM STA.19+97-L-TO STA 20+21-L-RT EST.57 TON CL I RIPRAP vd CL I RI P BASE DITCH
FROM STA 20+21-L-TO STA.20+55-L-MED EST.108 SY GEOTEXTILE 4 EST.24 N CL I RIPRAP vJCL I RIPRAP
FROM STA.20+88-L-TO STA 21+24-L-LT
SEE DETAIL 5 EIP W EST,41,31'GfOT EXTILE EST.70 TON CL I RIPRAP
IN Si EST.121 SY G
THOMAS W.STEVENS SR[�lTAVL 6 21+52BEG -L- SEE DETAIL 3EO7EXTILE
BETTY A.STEVENS SPECIAL CUT
/ BRIAN P.DOOLEY v✓CL I3'BASERIP DITCHRAP
cKRIS L.DOOLEY / END SBG/ 22+01-L- EST.139 TON CL I RIPRAP
LATERAL / / S OTEXTILE
EST.252 SY GE
SEE DETAIL 4
2'BASE DITCH s \
_ 9 w'CL I RIPRAP LATERAL SPECIAL CUT ` ��- ���a'f�� R 1C1n- INr
-y 9�990%/_i-7��j/ EST.98 TON CL I RIPRAP 3'BASE DITCH 3'BASE DITCH LG��\ _a2 , ''. L•'IY�'''I IIIIIII'IIIIII'�IIIIIIIIIIIII'llllllll /� �;RIAN P D�L �� SITE L e ..e.\Mlg /-r,C:pGkO�U I'L (
T. - 8 �� // EST.180 SY GEOT 'ter 1� �1��'ISAP1,� :- �y ` /\\\\\\\\ ?"//w/ •j� IIII'IIII'I;�, I // I�LOLF �. _ 'a/)� 1 1 / /I o I 'I IIIIIII 11 F `. \ �
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��% .y /0 --n�, / / /n/' � - \ - /// �. II I l SITE 1 P� I '' I°, ,.6( Ili IIIIII �� s,
/� // \��r- //��C!,,xyy:Y".,. / �� ,1_ �'+ a�/ `:t C 9aeJ II I-I i.•III �\ ,, r '9 P
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LATERAL STEVEN WAYNE COX / 3p 0o- MILTON W.SCRIBNER -��; 21+34-L-
3'BASE DITCH J STEPHANIE J.SCRIBNER WOODS
w/CL IRIPRAP Jt' �_ COUNTY OF STOKES
EES..621 TON CL RIPRAP \ / / RIPRAP AT EMBANKMENT EIP
EST.108 SY GEOTEXTILE3 /�.( / 100 TONS CL II RIPRAP
SEE DETAIL 3 106 SY GEOTEXIL 7
\/ SEE DETAIL 7
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0
25' 12.5' 0 25' 50' 17.BP.9.R.72
co ilill
RAY SHEET NO.
ROADWAY DESIGN HYDRAULICS
SCALE: 1"=50' ENGINEER ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR 26 W ACQUISITION
APO
RIPRAP AT EMBANKMENT
I IMPACTS IN 51 TONS CL II RIPRAP I DOCUMENT NOT CONSIDERED FINAL
--I SURFACE WATER 54 SY GEOTEXTILE J UNLESS ALL SIGNATURES COMPLETED
SEE DETAIL 7 I
STANDARD PERMIT DRAWING
3' BASE DITCH o SHEET 4 OF 6 CD
SANARD
+O w/CL I RIPRAP SITE 2 + 3TBASE DITCH
CO EST. 62 TON CL I RIPRAP N
EST. 108 SY GEOTEXTILE IMPACTS IN N w/CL I RIPRAP
SEE DETAIL 6 SURFACE WATER EST. 24 TON CL I RIPRAP
EST. 41 SY GEOTEXTILE
/is / 4�_ I /r �— Z REF o,`�Fe�SEM SEE DETAIL 6
,��. 00o SITE 1 43joF �FNr
R �� �� P� �� SEA oe/E� LATERAL 3'
© A�/,, /h� �o�� R1 /C� o BASE DITCH
�� � /4W'0ODC �, C BRID1 ` NE
o w/CL I RIPRAP
e- �� �`' RUINS � EST. 70 TON CL I RIPRAP
�' EST. 121 SY GEOTEXTILE
�4\ _ SEE DETAIL 3
RIPRAP AT EMBAN ENT ` ��� W2W,
HW FALSE SUMP WOOD` JB w/M'
7
>� 184 TONS CL II PRAP 30� 0\;'
�� 194 SY GEOTE ILE ct � , RCP ;
3611 RCP—IV -� - �o 000
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EXI, ING R/W "� _ iii_ -Me'EXISTING R/W
CLASS II RIP RAP E �� , E �� E CLASS II RIP RAPWooDS --——
OTECTION TO TOP OF BERM
TO TOP OF BERM 4 CAV TION LIMITS ''. ____——
XC ATE 1.5:1 __-- _--
WORK PAD TO, ELEVATION WORK PAD =____------
SITE EXCAV' ION L ITS — '
"E 4 AVATE . 4 v PReOR ——
/ LEV TION 843' �� �' J TEMPORARY IMPACTS
IN SURFACE WATER 1 RIPRAP AT EMBANKMENT TEMPORARY IMPACTS
100 TONS CL II RIPRAP IN SURFACE WATER
106 SY GEOTEXTILE
SEE DETAIL 7
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L END EXISTING DlT H ONLY ONE WORK PAD PROJECT REFERENCE NO. SHEET NO.
BEGIN SPECIAL 17BP.9.R.72 6
LU LAT RAL 2'BASE ITCh PI= 16+31.00 SHALL BE ALLOWED ROADWAY DESIGN HYDRAULICS
910 BEGIN GRADE S PI 11475 -L LT END SPEC/AL LATERAL EL - 672.95 AT A TIME -,• ENGINEER ENGINEER
-L- STA.11+75.0C //\� EL 912.3 2'BAS'E DITCH K ==3 00 BEGIN BRIDGE I L-
ELFV a/ 73 3'- BEGIN LATERAL 2' -L- STA 18+28.56
,C ,, ` BASE DITCH US = SU MPH
900 i Fl= 12+50 -L- LT
EL = 902.3 ENS BRIDGE
p(7 '.4% ap RCP Ibliiiiii.. PROPOSED GRADE
-L- STA 2/+31.44
890 t` DOCUMENT NOT CONSIDERED FINAL
PI= 1370 L LT PI= 16+00 -L- LT
45' � '`� EL = 86.3 EL = 874.3 END SPECIAL CUT UNLESS ALL SIGNATURES COMPLETED
3'MILLING 3'BASE DITCH
BEGIN SPECIAL (%8,g3 P/= /7+59 -L- LT PERMIT DRAWING -
880 LATERAL 0 B SE DITC L. EL = 864.3 m SHEET 5 O F 6 880
PI= 12+60 - - R Na
EL = 896.0 END SPE IAL f-133i 7\V5�2 `� , y
LATERAL " BASE ITCH �:
PI= 13'00 =L- RTf:i:r-
P1=7 -)0.8799% c
870 ELEV = 895.8 \ 29 i r•1 ���� 870
E D LITERAL 2'BASE DTI . f-10 799%�
BEGIN 'ATF, AL "RAcF nil N :a v. J+50 -L- LT , CL I RIPRAP
Pl= 13 50 -L- LT 0 LA ER1.5:
860 EL = 889.0 :BASF_ITTOI END LATERAL "f_ TEMP EL = 846.5 3 1.7z:1NSKEWED 860
PIPE HYDRAULIC DATA = ON LATERAL 3'BASE DITCH % WORK PAD 1I FF /
t_ .EGIN SR CIAL CUT Itio, �ti_ ELEV.BA43 OTMF
PI• 14+50 -_- L 3'BASE /ITCH 15:1 NORMAL ;c ELEV.840A AT CL /�� Esr.tBSo cr
DRAINAGE AREA = 6.0 AC EL = 862J I P/= /6+50 -L LT 1.73:1 SKEWED �p EST.4640 CY ��'` 850
850 _ I i � �_• /4,4
UtSIUN fPLUUtNLI = DU YKS EXISI NO HOUND L = 87/2J~
DESIGN DISCHARGE = 6 CFS Bh1 #1 ELEVATION = 855.42' ��� - ilk.
,ram (+)3.20%
"D: ON FOR K VALLE -L- ST ATION 18+97.68 233.06'R GHT \� i�1 16 el"
DESIGN HW E!EVAT ION = 1398.E FT N 1008554 E 1617133 ?WV (A.):.3
100 YEAR DISCHARGE = 7 CFS RAILROAD SPIKE SET IN 20"BIPCH TREE ►�' 3.5 840
840 100 YEAR HW ELEVATION - 90.0 FT
�` / ' MIN.
OVERTOPPING FREQUENCY= 00+ YRS
OVERTOPPING DISCHARGE = 3 CFS TOP-83 ,2 1END LAT '"AL
830 OVERTOPPING ELEVAT101I = 02.5 FT --- --- W% 3'BASE I TCH
PROP 75 YR �- � P/- 2141 -L- LT 830
WS 81EV.=844.8
PF OP 100 YR CL II RIP RAP EL = 846. BEGIN LATE AL
WS EIEV.=848.5 BANK STABILIZATION 3'BASE DI CH
MIN.1.5:1 SLOPE CL II RIP RAP PI= 22+00 -L- LT
NWS ON 6-15-18 BANK STABIL' TIO
820 =832.2 MIN.'.5:1 SL.PE EL = 848.0 820
10 11 12 13 14 15 16 17 18 19 20 21 22 23
i -
285'3"MILLING
i
i
(+j67oy5%
ENB GRATE
1111111111111
11.11 -L-
STA.30+50.00
ELEV.917.m3
(+)0.4%
890 2'BEGIN
BASE D SPECIAL CUT 890
P1=-22+97.G0 --/� STA 29+00 -L- LT
EL = 899.8
K = 38 VC = 285' (+�67p65, 2'BASE DITCH CUTIll 880 DS = 3 UU -_- END
D SPECIAL
E ED AI CUTT
��,_�' EL = 878.4 STA 28+50 -L- LT
LEVATION = 8I5.92 _
- - N 1009282 E 16175/2 BRIDGE HYDRAULIC DATA
RA11 ROAD S'PIKF SFT IN 17"0OPI AR TOFF
LESIGN DISCHARGE = 13C00 CLUE
EUT LESIGN FREQUENCY = 25 YRS 860
3'BASE DITCH 2 BASE DITCH CESIGN HW ELEVATION = 844,8 FT
PI= 23+00 L LT' BEGIN SPECIAL CUT EASE DISCHARGE _ 19C00 C S
EL = 866.7 3'BASE DITCH 'DESIGN EXCEPTION FOR K VALUE EASE FREQUENCY = /00 YRS
A 850 PI= 24+00 -L- LT _ EASE HW =LEVATION = 848.5 FT 850
EL = 872,6 OVER IOPPI✓G DISCHARGE= 92657 CFS
A OVERTOPPING FREQUENCY= >500 YRS
Z END SPECIAL CUT CVERTOPPIIIU ELEVATION = 868.2 FT
�a
�I��
840 2'BASE DITCH 840
,I: BEGIN SPECIAL CUT
��z 3'BASE DITCH LATE OF SURVEY 6 ,' /5 / 18
PI= 24100 L LT
>�� II.S.ELEV AT ION
.-emu) 830 EL = 872.6 AT DATE QF SURVEY 830
832.2 FT
... 23 24 25 26 27 28 29 30
A::

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In 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 18+58 to 20+50-L- I RIPRAP AT EMBANKMENT 0.03 124
TEMP WORK PAD 0.08 10
2 20+75 to 20+96-L-LT RIPRAP AT EMBANKMENT < 0.01 25
TOTALS*: 0.03 0.08 149 10 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
March 24, 2020
STOKES COUNTY
17BP.9.R.72
17BP.9.R.72
Revised 2018 Feb SHEET 6 OF 6