20200511 Ver 1_EB-6038_Permit Drawings_20200402_20200414

North Carolina Department of Transportation
.., Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 48927.1.1 TIP No.: EB-6038 County(ies): Catawba Burke Page 1 of 3
General Project Information
WBS Element:
48927.1.1 ITIP Number: EB-6038 Project Type: New Location Date: 4/2/2020
NCDOT Contact:
Jackie McSwain
Contractor / Desi ner:
TGS Engineers David B. Petty, PE
Address:
Highway Division 12
1710 E. Marion St.
Shelby, NC 28151
Address:
706 Hillsborough Street
Suite 200
Raleigh NC, 27603
Phone:
980-552-4208
Phone:
919-773-8887 ext. 104
Email:
'mcswain ncdot. ov
Emall:[e-mail]
City/Town:
Hickory
Count ies :
Catawba
Burke
River Basins :
Catawba
CAMA County?
No
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
2.8 miles Surrounding Land Use: Imostly industrial and commercial land use. Mostly heavily developed land, some forest land.
Proposed Project
Existing Site
Project Built -Upon Area ac.
11.7 ac.
9.1 ac.
Typical Cross Section Description:
10' Multiuse Path with 5' shoulders.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 2570 Year: 2040
Existing: Year:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The proposed project will develop an approximately 1.9 mile bicycle and pedestrain trail and a bridge over US 321, and construct a 0.9 mile complete streetscape loop in
downtown Hickory that will add disignated space for bicycles and pedestrians. There is one proposed pipe replacement over a jurisdictional stream and one Swale outlet into a
jurisdictional stream — riprap is proposed on banks for stabilization and in the base of channels to reduce discharge velocities as needed. Stormwater diversion has been
minimized and outlet pipe slopes are minimized to reduce discharge velocities. All BMP's have been incorporated throughout the project to the maximum extent practicable.
Waterbody Information
Surface Water Body 1 :
Catawba River
NCDWR Stream Index No.:
11- 51
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply IV WS-IV
Class B
CA
Supplemental Classification:
None
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Catawba River
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
INo
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

Highway
SiCJi'll
(Version 2.08; Released April 2018)
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
WBS Element: 48927.1.1 TIP No.:
EB-6038
County(ies): Catawba
Page 2
of 3
Additional Waterbody Information
Surface Water Body 2 :
Frye
Creek
NCDWR Stream Index No.:
11-54-1
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply IV (WS-IV)
Supplemental Classification:
None
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Frye Creek
Buffer Rules in Effect:
N/A
Project Includes Bridge Spanning Water Body?
INo
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer?
N/A
Deck Drains Discharge Over Water Body?
I N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no,
General Project Narrative)
justify in the
(If yes, provide justification in the General Project Narrative)

HIgi1Way North Carolina Department of Transportation.,
StOrmwlalteY
,, Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 48927.1.1 TIP No.: EB-6038 County(ies): Catawba Page 3 of 3
Swales
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Water Body
Base
Width
(ft)
Front
Slope
(H:1)
Back
Slope
(H:1)
Drainage
Area
(ac)
Recommended
Treatm't Length
(ft)
Actual
Length
(ft)
Longitudinal
Slope
N
Q2
(cfs)
V2
(fps)
Q10
(cfs)
V10
(fps)
Rock
Checks
Used
BMP
Associated w/
Buffer Rules?
12
-11TH- 25+91 LT
(2)Frye Creek
6.0
4.0
4.0
13.0
1300
100
0.30%
35.0
2.0
46.0
2.1
No
No
-11TH- 26+91 LT
Additional Comments

See Sheet 1A For Index of Sheets
CITY OFHICKOR Y STATE OF NORTH CAROLINA
PERMIT DRAWING
SHEET 1 OF 17
STATE
STATE PROlECI REPF.RENC6 NQ
89EET
NO.
TOTAL
81@ETS
EB-6038
9TATE PROl.N0.
P.APROl. NO.
OE9CRIPT[ON
48927.1.1
1143024
PE
LOCATION. 9TH STREET NW & IITH STREET NW MULTI -USE TRAIL CONNECTOR
AND US 321 MULTI -USE TRAIL AND BIKEWIPEDESTRIAN BRIDGE
TYPE OF WORK: GRADING, PAVING, DRAINIAGE, STRUCTURES
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN BRIDGE END BRIDGE
—GW3— STA. 19 + 32.63 —GW3— STA. 21 + 02.63
SITE 5 \ A 0%/ END CONSTRUCTION
VICINITY MAP j
l9th St Ln NW
C� BEGIN CONSTRUCTION
SITE 4
-GW2- STA. 10 + 00.00
BEGIN CONSTRUCTION
—PL2— STA. 10 + 14.00
END BRIDGE
-GWI- STA. 17 + 5 0. 00
BEGIN BRIDGE
-GWI- STA. 10 + 90.00
BEGIN CONSTRUCTION
-GW1- STA. 10 + 00.00
BEGIN CONSTRUCTION
—CLMTI— STA. 10 + 50.00 SITE 3
SITE 1
im
I
i I
i
i
<
' 2 th St
-GW3- STA. 3 7 + 12.3 7
Clement Blvd NW
0/a
BEGIN CONSTRUCTION
-GW3- STA. 10 + 00.00
END CONSTRUCTION
—11 TH— STA. 42 + 78.00
BEGIN CONSTRUCTION
— 4— STA. 10 + 00.00
END CONSTRUCTION
—GW4— STA. 15 + 15.49
AYe
00.00
` �
BEGIN BRIDGE
:;f
QC
�\
-GW2- STA. 23 + 50.00
BEGIN CONSTRUCTION
lltn St NW
-24TH- STA. 10 + 17.05
SITE 6
P
END CONSTRUCTION
�o
-CLMTI- STA. 43 + 10.00
v Q
Clement Blvd NW
�:
SITE 2 BEGIN
CONSTRUCTION
ck� iQ
-MAI N-
STA. 13 + 00.00
�Q
BEGIN CONSTRUCTION
���©USEFORR/ ��.���
OO NOT USE FOR R/W ACQUISITION_
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—11 T H— STA. 1 0 + 5 2.6 7
DO UMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
NCDOT CONTACT.
HYDRAULICS ENGINEER
PLANS PREPARED BY-
PLANS PREPARED FOR:
ADT 2040 = 2,570 (Clement Blvd)
TGS COS ENGINEERS
eoa-c N. LAF AYE T5T
� S�+ELBY, NC 28,50
i50170
CORP. LICENSE NO.� C-0275
jW� PM iCEN NO.s -
iGli 1
... ....�
50 25 0 50 100
ADT 2040 = 2,060 llth St NW
( )
ADT 2040 = 1,670 (Main Ave NW)
b@ �®
e� o
PLANS
50 25 0 50 100
FUNC CLASS = URBAN LOCAL
REGIONAL TIER
76 N CENTER 5T
HICKORY, NC 28601
SIGNATURE:
�
A a
e
RIGHT OF WAY DATE.
XXX XX, 2020
ROADWAY DESIGN
ENGINEER
PROFILE (HORIZONTAL)
JIMMY TERRY, PE
®�
10 5 0 10 20
LETTING DATE:
8�����®��
PROJECT ENGINEER
XXXXXXXXXX XXX,2020
PROJECT DESIGN ENGINEER
P.E.
SIGNATURE:
PROFILE (VERTICAL)
2018 STANDARD SPECIFICATIONS

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BEGIN
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a
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SHEET2
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PROP. GUARDRAIL
W/EXTRA DEPTH
POSTS
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3 TONS, 10 SY GEO
WOOLS
f�
-JTPL- CURVE DATA -CLMTI- CURVE DATA
P1 Sto //+00.89 P/ Sto /2+16.84 PI Sto 15+7955 P1 Sto 26+77B4
A = 12' 27 37.8' (RT) A = 18' 57 08.6' (LT) A = 66' 57' 22.8' (LT) A = 34' 14' 07P (LT)
D = 9' 32' 575' D = 8' 11' 06.4' D = /F 16' 43.9' D = 5' 0 31.3`
L = 130.49' L = 23/55' L = 4382.3 L = 65727
-CL lTl- POT 10+00.00 T = 65W ir 116 T = 24&W T = 338.78'
R = 600.W R 700.00' R = 375A0' R = 1J00.00'
.04
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10 i
;N2' F DETAIL 4A DETAIL 46 DETAIL 4C
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DENOTES HAND
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9
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WD
v
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10' MULTI -USE PATH
PROJECT REFERENCE NO.
SHEET NO.
EB-6038
4
RMI SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
FE PLANS
/ W ACQUISITION
BNCOMP LEE
DO NOT USE FOR
DOCUMENT NOT CONSIDERED FINAL
F UNLESS ALL SIGNATURES COMPLETED
1G7 TGS ENGINEERS
804—C L N. AFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
WE HAND
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SEE DETAIL 4A
F CITY OF HICKORY
GRASS
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---ix
e
SEE SHEET 213-1 FOR INTERSECTION LAYOUT
0 PAVEMENT REMOVAL
UNLESS OTHERWISE NOTED
10' ASPHALT W/CONCRETE
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FOR -CLMTI- PROFILE, SEE SHEET NO. 15
FOR -JTPL- PROFILE, SEE SHEET NO. 16

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10'ASPHAjl` WACONCRETE_-J
00, \ 100, BORDER N1ULTl-USE,PATH
FOR -CLMTI- PROFILE, SEE SHEET NO. 15
FOR -JTPL- PROFILE, SEE SHEET
GRAPHIC SCALE NO. 16 i'
END �O
DENOTES HAND
CLEARING

PROJECT REFERENCE NO. SHEET NO.
—CLMTI— CURVE DATA—G11V1— CURVE DATA EB-6038 5
P/ Sto 26+77,64 P/ Sto 33+95.58 P/ Sto 37+6987 P/ Sto /0+64.36
A = 34' 14' 07.r (LT) A = 16* 3 07.8' (RT) A = 45' 56' 02e8' (LT) A = 46' 26' 36.6' (LT) W SHEET NO.
D = 5' IZ 313' D = 3'49' ILO' D = IT 16' 439 D = 38' Ir 499 ROADWAY DESIGN HYDRAULICS
L = 65727' n' L = 433.L = 30064' L = 12/59 ENGINEER ENGINEER
36 *10e94
T = 338.78' T = 218.4r T = 15892' T = 64J6'
PERMIT DRAWING SE= 00SE= 00SE= 0 R — 150A0 TEMP IMPAC S I BNCOMPLE1, PLANS
DS = 50 UPH DS = 60 JVPH DS = 35 MPH SCALE: SURFACE W TER
SHEET 5 OF 17 NOT USE FOR 6W ACQUISITION
1"=50'
I
I
IMPACTS
SURFACE
WATER
c DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS I
TCBS ENGINEERS
\ 804—C N. LAFAYETTE ST
SH ELBY, NC 28FTE
PH [phone]
- CORP. LICENSE NO.: C-0275
i
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I
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UNLESS OTHERWISE NOTED
10' ASPHALT W/CONCRETE
BORDER MULTI -USE PATH
FOR -GW3- PROFILE, SEE SHEETS NO. 18 & 19
PERMIT DRAWING
SHEET 12 OF 17
F F
DENOTES FILL IN
WETLAND
DENOTES HAND
CLEARING
-19TH- CURVE DATA
P1 Sto 14+78.86
Pt Sto /6+84.67
P1 Sto 20+39.62
Pt Sto /3+2E
O
A = 9/' 37 52.7 (RT)
A = 30' 11' 23.4 (RT)
A = 18'44' 123 (LT)
A = 60' 06'
D = 27 56' 572'
D = 28 38' 52.4'
D = 28' 38' 52.4'
D = 57' 17 ,
0°
L = 327.85'
L = 105.38'
L = 65.40'
L = 104.91,
T = 21092'
T = 53.95'
T = 33.W
T = 57.86'
X
R = 20520'
R = 20020'
R = 200.00'
R = 100.W
® N 44 32' 05.8' E
-U321- CURVE DATA
P1 Sto 123+39.11
Pls Sto 133+3527
P1 Sta 144+1922
A = 38' 23 26.5' (LT)
6s = 2 44' 5/9
A = 3 06' 325' (RT)
NI
(
D = 2' 02' 07.3'
Ls = 27020'
D = 0' 10' 192'
J�
L = 1,886J7
LT = 180.02'
L = 1,80750'
T = 980.03'
ST = 90DZ
T = 9039'
al
R = 2,81520'
R = 33.31020'
Ql U321 CS
132+4525
_
-VPFJ- (-URyG
L"""`
P/ Sto 15+73J7
PI Sto 17+8544
Pt Sto 18+8628 P1 Sto 23487,95
(LT) A = 9'45' 3/,4 (RT)A = 20' 09' 43.9 (RT) A = 17' 43' 437 (LT) A = 97 59' /OD' (RT)
D=l30/'18.4'
D=141926Z
D=283852.4' D=2352'23.7
L = 74.94'
L = 140.76'
L = 61.89' L = 4/0.44'
T = 37.56'
T = 7/Jr
T = 3)J9' T = 276.02'
R = 440D0'
R = 400D0'
R = 200.00' R = 24020'
-RR3- CURVE DATA
PROJECT REFERENCE NO.
SHEET NO.
EB-6038
9
RAN SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
INCOMP LEE
FE
PLANS
DO NOT USE FOR
Lf W
ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS (/5 o- ®U321 SC 135+1525 I TGS ENGINEERS
II 804-C N. LAFAYETTE ST
SH ELBY NC 25150
Ofsr i SPAT STA rION
fir- s
Q X0�.
100, 0' 100,
A �X
GRAPHIC SCALE All oL
P1 Sto 11+3799
P/ Sto 13+1821
A = 5' 59' 025" (RT) Q = r 24' 17.7 (RT)
D = 2'10'13J'
Q = r 39'12.F
L = 275.72'
L 8496'
T = 13799
= 42.48'
R = 2.640.W
11R = 3465D0'
I I
I I I I I I II PH [phone]
N II I I I II IP CORP. LICENSE N(D : C-0275
II II II I I N N I I I I � I I
I I
J & K HICKORY PROPERTY, LLC I II II II II II 'I II I I II
FUTURE NCDOT
PROJECT U-4700
I
CATAWBA HOLDING. LLC-
\POT
ujz1 KC /35+/6J
SEE DETAIL
' ' DITCH
II 141�d3 S I I I lili
-GW3- PT 19+1697 �/ II
I lanl 1I I I I ' IIPROPRETAINING WALLS #3
lCKOAA
TIE TO W/FENCE EXIS d, I I I I l I I I I I I III -GW3- STA. 21+02.63 To 22+60.00, LT
DIT
vII CONTRACTOR SHALL FIELD
VERIFY EXISTING INVERT
3 -RST .2 +02.63
�P\ PROP. RETAINING WALLS #1
W/FENCE
-GW3- STA. 18+85.15 TO 19+25.38, LT u� I I I I I ZI I -RR3-1
- TH- PT I7+36JI ��\ ws A I I I I N all
�LATERAL DITCH
O e G PROPERTIES, LLC \ �s SEE DETAIL 9C \I I °� Nd N N I I „ I - As i"II
-GW3- PRC /8+5529 6N DLKB S \
kh 12 £° `\� \�� �\ 11 s l �1"B-
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�l1 ! SEE DETAIL 9A GRASS \ \ \� I - / _ I III I }(�I1 I I I I I I I III li -- SIZE/MATERIPCj qI" - DI
C ! NK RETAIN 2� SR 5° RCP m
10' MULTI -USE PATH \ o \ \\� _ - 4✓�s� i, E y'. NI II IIII II II I I II •IJ C _6-CIA MH C C T 10' MULTI4JSE PATH
HAND +36 N \ F F F F F_i y p II I III p I I C
WC
- - P 1 +7 2_ L-3 E
\O P 11 C - - 1 +7 �C N \ --- F - li I N I II I I I Q
690 b LidA7 E� F =1 , IIII III N II Ih IIIa I P o
+00 e
- PC 17+14 � II �I
-19TH- PC 20+06.62 I I III III II Ia I IIII I I II 1 F DI
E�vv \ P 15� RLP V I QR �IAI L F E I
6 mc\ V A� \ HI Kp RY��ip PITp LITY �5 ERI N PIN I DIVE T IIIII I I
F / v /,✓ o ����\�����vEST�fEry�S.1Nc.� _ �� III I N III I I I �lidll
'��. PROP. RETAINING WALLS #2 R O 32
W/FENCE 11 I Bd I o I
a \ •F 4, r�1 J 6 II I I O I I I I 1�
N GRAD DRA F /�,, pPpc, / ' o• o, �� US321- STA. 134+63.23 TO /SZ I Bc L o
Q5Q 4 O \o c �� US321 135+0409 LT AL'n"�RDP N, I I I In
\P!G� R�SS{ED SW IE
e FILL IN 13 s . � 3�0 -_w__ I N oEli6 cc16I
SUMMIT FFICES OWNERS ASSOCIATION �' �� `� ' I �,
WETLANDS �F -GW3 PC 15+35.61 /I-r24'RDP� I I,II I I N II I I I ICI I _
w
L
\ \
F
� T
CONT U. FIELCJ\
VFRIFY-fXISTING INVERT \'°c
\ 1
PROP. RETAINING WALLS # 1
W/FENCE
PC 21+11,93-US321- STA. 134+56.59 TO 1 1
-US321- STA. 135+04.09, RT 1 I
° 10' -GW3- PT /6+10.55 / -� __�� N II I 1 +02.3:
-GW3- PT 25+22.37 t -RR3-P 13+606:
-19TH- POC 20+7223 IQ \ \ I I I I I 1
�9• I I I N II I I I I I I .I MDI MANAGEMENT. INC. 1 /
y 9996`ss )TEL. INC. `o SEOEE DETAIL 9EION
CLASSITE
s B R5 I I I I m C SS 6 2SY SY GEO I
L NOTE: N II I I RTba
ALL CURB AND GUTTER AND/OR I
w ASPHALT DAMAGED DURING I I N II I I I
CONSTRUCTION MUST BE REPAIRED. �ee4R N 11 p
I I N I I I
00 DETAIL 9A DETAIL 9B DETAIL 9C DETAIL 9D DETAIL 9E N
-p SPECIAL CUT DITCH LATERAL GRASSED SWALE LATERAL 'V' DITCH STANDARD 'V' DITCH TOE PROTECTION I I I N I Rf
(Not ro Scalel Fro^' 1Notto SCale) INof ro Scale) (Nor ro Scolel (Norm Scalel I N II
m Depe Natural �_ FILL N., �- WollninB Narurol Nmur°I N°NrBI
Nan,ral b' SLOPE Ground 2:1 round Ground
Ground 3./ D Ground 3.2 D 5� 50:1 D 7.7 D 1.� Ground . b-y F`
m Min. D=1.0 Ff. 1 D Min. D=1.0 Ft. , �, I d
W l«l Concrete
B=See Below d=1.0 H.
S� XSCs 2 FL b=3.0 Ff. GaoreMile
'b -GW3- STA. 15+00 TO 16+24 LT 6=Varies ( I d=1 Ff.-CLMT1- STA. 19+33 (20' LT) TO 19+79 (42' LT)
o SEE PROFILE FOR DITCH GRADE )0.5%) -GW3- STA. 22+00 TO 22+50 RT (8=0 F},j Type of Liner= Concrete (77 SY) b=4 H. DAYLIGHT AT 0.3% SLOPE Type o(Uner= Closs B RiP-RaP
'u -GW3- STA. 22+50 TO 23+45 RT B=2 Ff.-CLMTI- STA. 19+00 TO 19+33 RT
iZ SEE PROFILE FOR DITCH GRADE-CLMTI- STA. 19+00 TO 19+33 LT
.. SEE XSC FOR DITCH GRADE
AT GCSTN p j0.00
MATH TO SHEET 0

z
z
0
- 3- CU E DATA PROJECT REFERENCE NO. SHEET NO.
/ l to 1b+f-1jf P/ Sto 17 +85.44 P/ Sto /8+8628 P/ Sto 23+87.95 EB-6038 9
' (LT/J = 9'45' 3L4e (RT)A = 20' 09' 432e (RT) A = 17e43' 437 (LT) A = 97e 59' l0A' (RT) RW SHEET NO.
3+ D \_ l3' 0/' 18.44 D = 14' /9' 26Z D = 28' 38 52.4' D = 23' 50 23.7 ROADWAY DESIGN HYDRAULICS
l L 74,94' L = 140.76, L = 61.89' L = 410.44, ENGINEER ENGINEER
Ili / T 56' T = 71J1' T = 3/J9' T = 276D2'
II / R �I4(40�0 R = 400.w R = 200D0' R = 240D0'
Ill�l \/ I BNCON; P LEE FE PLANS
-RR3- OWE DATA DO NOT USE FOR /W ACQUISITION
IIII \ I P/ Sto //+37.99 / Sto /3+182/
\ A = 5' 59' 025' (RT) = I' 24' 17.7 (RT)
Illlii�l \ I -
� � D = 2' l0' 13Je = l' 39' 12.8e
IIIII 7 / / L = 275.72' = 84.96'
dlVll\ / A v T = /3799' = 42.48'
R = 264020 IIR = 3465.W DOCUMENT NOT CONSIDERED FINAL
IIII I I UNLESS ALL SIGNATURES COMPLETED
TGS TCBS ENGINEERS
II r 804-C N. LAFAYETTE ST
!III III\ II I I I \\ II SHELBY, NC 211150
II PH [phone]
IIII III%N I\ / I I 1 I \\ CORP. LICENSE NO.: C-0275
11111111 � N I I
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�I II \ I
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1/141111 I II I a /I'-r I \ A I
1 II 11 IIII i N I \ 1 II I 1 \I \ I I I (LAKE HICKORY PLAZA, INC. PROP. RETAINING I WtkU.S k3
W/FENCE I I
II\IIIIIII\I�� / I y JIII II 11 II II \ I I Il -GW3-STA 21+y12163 TOI t +bd,901 LT
vll CONTRACTOR SHALL Fi l4b I
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v W/FENCE dll IpIIIIII I �Idl ^ m I IIv+0020
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(h Nannal I.
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Ground 3.J� o Scalel Ground J./ 1Do1�o ScBIe50.1 d , D;�t° Scalel z7 1 M1, G,oena ,� ^\ lI II
N FILL_
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6=Varies S XSCs D 2 FL b=3.0 Ft. GaoteMlle MATCH T 0 SHEET N0. l0
-GW3- STA. 15+00 TO 16+24 LT (� I d=1 Ft. \
b-CLMTI- STA. DAYLIGHT
AT .3 TO 19+79 (42' LT)
o SEE PROFILE FOR DITCH GRADE (0.5%) -GW3- STA. 22+50 TO 22+45 RT (8=0 F},j Type of Liner- Concrete (17 Sy) 6=4 H. DAYLIGHT AT 0.3% SLOPE Type o(Uner= Closs B RiP-RaP
'u • -GW3- STA. 22+50 TO 23+45 RT 3=2 F}.-CLMTI- STA. 19+00 TO 19+33 RT
iZ SEE PROFILE FOR DITCH GRADE-CLMTI- STA. 19+00 TO 19+33 LT
.. SEE XSC FOR DITCH GRADE
UNLESS OTHERWISE NOTED
10' ASPHALT W/CONCRETE
BORDER MULTI -USE PATH
FOR -GW3- PROFILE, SEE SHEETS NO. 18 & 19
PERMIT DRAWING
SHEET 13 OF 17
DENOTES FILL IN
WETLAND
DENOTES HAND
CLEARING
-19TH7 CU E DATA\
P/ Sto /4 78.86 P/ Std 6+ .6 Sto +39.6 \ P Sto 1 +A
D �2�56' 57// �8 8 524e I D = 2� 38L52\<II\V� 50 os: A - 9P 52.7 Nf?TI A O' lY/23.4' (RT1 A = 'l8v ' /23 } \\1IL
L - /327h5' - 1b5�8 L - 65.40 \ /649/51H
T # 2//692 / / / T 5 5' T = 33.W 11 �` - 5
,205.016T / / R - 0020' R
-U321- OURVE 16ATA L i1 1` �1111IIIIU
PI Sto 123+39JIl PIS Sto 133+35,27 P/ Sto 144+1922 \ n 11\llllll
0 = 38' 23' Fe5' (LT) es = 2e44' 5/9' A = 3e 06' 325' (RT) 11111111
D = 2' 02' 07.3e Ls = 270.,W / D = 0e l0' l92' \ Illllp
L = 1,886J7' LT = 180.02% L = 1,80750' \IIIIIII,
T = 980.05' \ST = wk -� T = 90397 \ llll11
R = 2,815D0' �� i R = 3331020" \ v i 1111jI
v`� -� / �� �111111
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\ ® U321 SO /35+152
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E I
GRAPHIC SCALE & -- J/� \_ i �;�l - _� _l_+_'
161
PROP. RETAINING WALLS #1 -

0
-11TH- CURVE DATA
PI Sto 22+6304 P1 Sto 30+3551
A = 27' 07' 453" (LT) A = 20' 31' 03D" (RT)
D = li I* 04J' D = lP I* 04J"
L = 241.48, L = 182.63'
T = 123,05' T = 9230'
P1 Sto 32+42.94
A = 642' 085" (LT)
D = 2' 51' 532"
L = 233.96'
T = 117J1'
P1 Sto 1143041
A = 3" 43' 545" (RT)
D = 2' 58 35P
L = 12538'
T = 6271'
-RRI- CURVE DATA
P1 Sto 12+29.81
A = 1' 34' 13.7 (RT)
D = 2' 08' 16.4"
L = 73.46,
T = 36.73
P1 Sto 14+12B6
A = /' 15' 349" (RT)
D = 0' 25' 49.7
L = 292.63'
T = 14632'
-SPURT- CURVE DATA
PI Sto 10+I932 PI Sto 10+8/44
A = 12' 57 565' (LT) A = 14 24' 265" (LT)
D = 3342' 122" D = 16' 5Y 06P
L = 38.47 L = 8550'
T = 1932' T = 429'
PI Sto 11+5527
A = /4' /6' 29B" (LT)
D = 22' 55' 059
L = 6229'
T = 313/'
PI Sto 12+28B8 -SPURT-PCC 10+38.47
A = 14' 31' 27D" (LT)
D = 17' 07' 436' ® -SPUR/-PCC 11+23"97
L = 84.79'
T = 42.63 ®-SPUR/-PCC 11+8625
PROJECT REFERENCE NO.
SHEET NO.
EB-6038
12
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
R = 5/OD9
R = 510DV
R = 2=D7
R = /"925D0'
R = 2.680DO'
R = 133/0.00'
R = 170D0'
R = 34OD9
R = 250D0'
R = 33450'
dNC®�q LIE
E PLANS
DO NOT USE FOR
f W ACQUISITION
z
z
O
m
w
-SPUR2- CURVE DATA -SPUR3- CURVE DATA
P/ Sto 10+83J8 P1 Sto 1/+41.39 P/ Sto 10+1129 P1 Sto 10+73.43
A = 4' 33' 08Z (RT) A = 9' 14' 10.2" (RT) ®-SPUR2-POT lO+OODO A = 5' 23' 119" (RT) A = 17' Or 08.6" (RT) ®-SPUR3-PC 10+0000
D = 6' 34' 4/4' D = 19' 35' 17.9' ® S 72' 1* 449 E D = 23' 52' 23.7' D = 16' 51' 06J"]IIIIIIIII— f--�—
P E RM I T D RAW I N G L= 6920' L= 47J5' L= 2256' L= 10099 ® -SPUR3-PCC 10+22.56
T = 34.60 T = 23® 63' -SPUR2-PC 10+4856 T = 1129' T = 5087 DOCUMENT NOT CONSIDERED FINAL
SHEET 15 OF 17 R = 87ID0' R = 29250' R = 240DO' = 340DO' TEMP IMPACTS I N UNLESS ALL SIGNATURES COMPLETED
® -SPUR2-PCC 11+17.77 SURFACE WATER "IDS TGS ENGINEERS
SCALE; 66" 804—C N. L.AFAYETTE ST
SHELBY, INC 28150
PH [phone]
S IMPACTS IN CORP. LICENSE NO.: C-0275
SURFACE WATER
M
N UI °14"ll° E - E
12.1'
01°46". m W4691°E --� -11TH- PT 33+59.79
39.21' 1/
5`69' Al TEMP IMPACTS IN
SURFACE WATER
N n
m cr
0
n m m x
cy l'o DO NOT DISTURB GATE
V. ss o, ti �`. CLASS B RI PAP , AGILE SPECIALTY, INC
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RETAIN ^� II A 2{ 5� �ASPHALT 11 I VALLEY GUTTER O
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\ '.I `. VALLEY GUTTER UPI
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L N �� DO NOT DISTURB
F-I 120 E D\ \ w ITH- PC 29+4320 SIGNAL BOX
oON_ _ CIO O SEE -11TH- XS-SECTION FOR
N ASPHALT DRIVE +i 32 APPROXIMATED ELEVATIONS.
201 0
`I e- + b NRAI LK SOUTHERN
r RA E TO �2 PROP. RAIL CROSSING -J RAIL Ay COMPANY
DRAIN ,y7 PROP. RAIL CROSSING ^1 CONNECT 8" CSP
IJ 30" O RCP -IV INTO CB QJ RRl-POTlO+DODO
O '� SALG S 24(".53' E
`10,
DENOTES TEMPORARY
IMPACTS IN SURFACE
WATER
DENOTES IMPACTS IN
SURFACE WATER
100' 0' 100'
GRAPHIC SCALE
DETAIL 12A DETAIL 12B
STANDARD BASE GRASSED SWALE BANK STABILIZATION
( Not to Scale) (Not t° S.I")
Natural Naml 10'
ou
WY D X�l Grade 2.0'
Min. D=3 Ft.
NOTES:�J B=6 Ft.
1) LONGITUDINAL SLOPES BETWEEN 0.3% AND 4.0%.
2) MODIFICATIONS MAY BE NEEDED, AS APPROVED BY
ENGINEER. Type MLi—r=CLASS II Rip -Rap, Keyedin
-11TH- STA 25+91 (122' LT) TO STA 26+91 (126' LT) -11TH- STA 26+91 (125' LT)
UNLESS OTHERWISE NOTED
ENEW-10' ASPHALT W/CONCRETE
BORDER MULTI -USE PATH I FOR -11TH- PROFILE, SEE SHEET NO. 21

i i� — —_ — _ — — — PROJECT REFERENCE NO. SHEET NO.
° -// H- CURVE DA A lv��wv i -RRI- CURVE DATA -SPURI- CURVE D4 == =�v;Pa % = % , --
r-Pl-$to 2 +63D4 P/ Sto 30+35.51 /
P/ Sto 32+4294 �� P/ Sto 11+30.4/ / P/ SO-12t2299 to 14+12.86 P/ Sto 10+19.32 P1 St 6/�t4= ;- �l f�}�$8 - =S URI=PCC 10+3847 EB-6038 /2
A= 343� (RT) A=�l34'l3TIRTJ A= l2'57'.56B-07- 14� L� 7O'(LT) ww SHEET NO.
A=vZ7'07'45.3(LT) A= 20'3/'03.0'(RT)
D = 11* w' o4J'— \ _ D �-�lr A4' 04.r
A= 6'42'08.5'(LT) L�_,ll5'349'IRTJ �it�l`16�fb%t� � 3i
D = 2' 5/' 532` j -D =-' 58 5J' / — = 2 08 /64 O 25' 49.7' _ ,OF 33'42 7 ,2' - $_��Fr�Tr ,L =; ,_ D — 5 1�"0� 436'
�—
®-SPURI-PCC 11+23,97 ROADWAY DESIGN HYDRAULICS
L='24/.48' �= 182b3r V
L = 233.96 / L = 12538 s L = 73.46' ' 2.63' / — L -�� i �� �-�5 — — i—�= 8i79
-
ENGINEER ENGINEER
®-SPURI-PCC 11+86 5
-T 123.05T = 9230
T = ll7Jr T = 627r/ T = 36.73 -- T 14632 = �� ___ �_�g = - %_�; i %' T = 4263
R �50DIY v R = 510DV
R� lm'2AOO W / R = l 922f (� R -/2 680�- R � -1--f- T. � 5 off - �0 _ r 4f%(� _ __- � � z'�CXY R = 334.50'
-
r' BNC®NgE PLAN
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DO NOT USEE FOR FOR 6 W ACQUISITION
- - =SPUR2- CURVE DATA i ii'r� /'/i'T� %' \ - -
- - - -
-- Pl Sto /0+83J8 Pl o'11+4.39
= 4 33 082' (RTl 914 02' (BTt � 2=POf �i i/ /�i�` fRf`J /�`_ �%Or 08.6'IRIJ/i®-SPUR3-PC /O+OODO
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I
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D = 6�3 1414" D �19' 35'T7� S 72 l4' 1 f �/ // / /// fS �� 2 T D = lC 5r 06J' -T—
T f / - - iii //ice / - / ® -SPUR3-PCC /0
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l
PERMIT D RAW I N G
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_ 692U - = 47 5' 56' t = 39'- -
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= 34.62' '�T 23b3 ��- SPUR2- / /ice v-M29T Tr OBT �'
/ I DOCUMENT NOT CONSIDERED FINAL
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SHEET 16 O F 17
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�/ `— / R = 24000 = 34000 TEMP IMPACTS IN
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I SUNLESS ALL SIGNATURES COMPLETED
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CORP. LICENSE NO.: C-0275
/^' % I/vk�ACTS IN
SURFACE WATER
r
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w / ` i' / %\ ` / \ , STA DARD BA GRASSED SWALE 10' MULTI -SSE PATH PROP. RETAINING WALL \ 1
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SEE ETAIL 12A / -11TH- 2 +63± TO 30+28± /
/ �yAIL z/ I / W / /V A `QD =135 CY \ ( FREIOVE 26 LF
s 5.183z' CENTURY EASING. LLb\ 4a � \ \ 0�v /^ 1 (
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SE ETAIL 12B \ ' — FENCE \ ` CQryY�
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12
1
w
DENOTES TEMPORARY
IMPACTS IN SURFACE
WATER
DENOTES IMPACTS IN
SURFACE WATER
100, 0'
GRAPHIC SCALE
NATC T�R .I 72
5„ C =
S
1. _ o
4 3- PIPC a "1211 \ l ✓ �y 1 - F ' P \ _
REMiDVE 5 LF \ - �.TZ V� qo �2• OL A xxs�" - — 1
'_ _ 65.7�'--�—
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iADK6uS RETAIN' 'r; 14-11
O \ WALL #5 \dWiFE EY ,� I ' R / \ \—y \ - 'o¢i °
PROP. R \AININ
N
-11TH-22+16.10-�-
.- r
( � To 22+800 esr, s 2 1 \.. -/ / !. wood \\ \ --BEGI
-C �. -Z 10' MULTI USE PAifi "' IQU 1 RETAIN�_�^\�
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ZgRIVE \ I ✓ ) F V -1 �� P 31 25 STURB FENCE
E. TH- XE
„ R� - �" 6 6LOUT \ 1f SEE-TTiI-XS-SECTIONS ✓ �! Nw \ 3'
i 7 120 2 FOR APPROX. ELEVATION I - /
TB 2G - / i 3 1B wiMH PIPE 1 \ -m w
/� - L 1z Q ;.;ass +
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B' y UTH} 30+ OO L\ 1 rnj RIM
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/r^�T Yga0�6 . ' p _
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P-I 2 1 DO NC�T ISTURB
/TH- PC 129+ 0 SIGNAL BO�
v/ // N SEE -11TH- XS-SECTION FOR
ASINALT DRIVE \ / / 1 �\ \\ ( l — GP \.✓ --� \ J APPROXIMATED ELEVATIONS. � , � _ —
NORF KIJ�HERN
RAIL10A1P qY
D / rj AROP. RAI 'CROSSING PROP. RAIL CROSSING \ -J
6-
/ RCP -IV CONNECT NEC7 &„ CSP /'�
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-SPUR2 -PT 11 +64.J2
/\\\
/ `/
DETAIL 12A
J.
// I �� /. 4
\
�'�-��
` -,-/
STANDARD BASE GRASSED SWALE
(Nofro S<°I°)
tural Na�fu°I
Naon
---\_ �� < C ��--%\^ ��-✓—�
-����/1 \
v/� <� / \
\� `�\ `lama.` q f
u le un
LD
t \J\\ /f
R "^O B=3 Ft.
6 Ft.
fJ �'
L61TU ANAL SLOPES B
21 NOTES
0. OAP ROVED BY
BENEED, EEN
-11THGI STA 25+91 (122'LT) TO STA 26+91 (126'LT)
UNLESS OTHERWISE NOTED
10' ASPHALT W/CONCRETE
BORDER MULTI -USE PATH FOR -11TH- PROFILE, SEE SHEET NO.21

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Stream
Map ID
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
-CLMT1- 19+46/19+56 LT
36" CSP
WD
< 0.01
2
-CLMT1- 34+64/36+11 RT
Utilities
WF
0.02
3
-CLMT1- 35+90/36+97 LT
48" CAAP
SA
0.02
< 0.01
110
16
4
-GW2- 21+13/25+09 LT & RT
Pedestrain Bridge
WA
0.12
5
-GW3- 10+89/12+71 LT & RT
Pedestrain Trail
WC
6
-11TH- 26+87/27+13 LT
Bank Stabilization at Swale outlet
SD
< 0.01
< 0.01
20
11
TOTALS*:
0.12
0.03
0.02
< 0.01
130
27
0
*Rounded totals are sum of actual impacts
NOTES:
1. Site 4: <0.01 acres of Permanent Fill in Wetland impacts for bridge interior bents between -GW2- 24+00 and 25+10.
2. Site 5: Plan sheet shows 0.09 & 0.04 acres of permanent fill in wetlands & hand clearing in wetlands, respectively. Per USACE on 3/16/2020,
Wetland WC is now expected to be submitted with Request for AJD by current property owner of Parcel 12 as an isolated, non -jurisdictional wetland;
therefore, these impacts are not included in table above at this time.
2016 09 09