20191462 Ver 1_U-5724 Permit Drawings (2019-09-20)_20191028

HI North Carolina Department of Transportation �t
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 54016.1.2 TIP No.: U-5724 County(ies): Wayne Page 1 of 3
General Project Information
WBS Element:
54016.1.2 TIP Number: U-5724 Project Type: RoadwayRelocation Date: 9/20/2019
NCDOT Contact:
Jake Green, PE
Contractor / Designer:
Kimle -Horn & Associates
Address:
509 Ward Boulevard
Address:
200 South Tryon Street, Suite 200
P.O. Box 3165
Charlotte, NC 28202
Wilson, NC 27895
Phone:
252-640-6420
Phone:
704-319-5683
Email:
Icgreen(a ncdot.qov
Email:
lason.lawing(a�kimley-horn.com
City/Town:
Goldsboro
County(ies):
Wayne
River Basin(s):
Neuse
CAMA County?
No
Wetlands within Project Limits?
No
Project Description
Project Length (lin. miles or feet):
0.938 miles Surrounding Land Use: Urban/Agricultural
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
15.8 ac.
10.8 ac.
Typical Cross Section Description:
Royall Ave and Central Heights Road (-L-) Typical Section - 3 lane, curb and gutter section with 14' outside
Royall Ave (-L-) Typical Section - 3 lane, shoulder section with 1 Vanes. Central Heights Road (-L)
lanes, 12' center turn lane, 10' shoulder on the left with 5' sidewalk, 4' shoulder on the right to minimize
Typical Section - 2 lane, shoulder section with 1 Vanes. Oak Forest Road (-Y2-) Typical Section - 2 lane,
impacts to R/R and 3:1 side slopes or flatter. Oak Forest Road and Fallin Boulevard (-Y2-) Typical Section -
shoulder section with 11, lanes.
3 lane, curb and gutter with 14' outside lanes, 12' center turn lane, 8' shoulders with 5' sidewalk.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 12,300 Year: 2040
Existing: 10,000 Year: 2020
General Project Narrative:
• Burying box culverts and circular cross pipes at jurisdictional streams. Pipe burial allows for wildlife passage and helps minimize channel erosion at inlet and outlet of the
(Description of Minimization of Water
pipes.
Quality Impacts)
• Bank stabilization used at culvert inlets and outlets to help minimize erosion.
• Use of low flow sills set at stream bed elevation in box culverts.
• Culvert barrels with sills will be back filled with native material or class A rip rap to sill height. Native material will consist of material that is excavated from the stream bed or
floodplain at the project site during culvert construction. Native material is subject to approval by the engineer. Class A rip rap may be used to supplement the native material.
If rip rap is used, native material should be placed on top to fill voids and provide a flat surface for animal passage.
• Maintaining existing drainage patterns to best extent practical.
• Use of grass swales when discharging into buffered streams.
• Construction phasing and traffic control considerations when laying out new culverts in order to reduce construction time.
• Existing culverts replaced in many locations to meet current guidelines and requirements. This should help reduce velocities at culvert outlets.
• Minimized directly connected impervious surfaces where possible. Runoff from road collected in storm system was directed to drain through grassed ditches/swales where
possible prior to outfall connection.
Waterbody Information MW
Surface Water Body (1): Billy Bud Creek
NCDWR Stream Index No.:
27-62-3
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters (NSW)
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
iNone
Buffer Rules in Effect: Neuse
Project Includes Bridge Spanning Water Body?
INo
Deck Drains Discharge Over Buffer? INo
Dissipator Pads Provided in Buffer? INo
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, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative) I

l Iighway
*Io m y 1
(Version 2.07; Released October 2016)
North Carolina Department of Transportation
Highway Stormwater Program'
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
WBS Element: 54016.1.2 TIP No.:
U-5724
County(ies): Wayne
Page 2 of 3
Additional Waterbody Information
Surface Water Body (2):
Richland Creek
NCDWR Stream Index No.:
27-62
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters (NSW)
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No
Comments:
NRTR Stream ID:
INone
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
No
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)

Hiha North Carolina Department of Transportation
Storwmwater
„<.,..,..., Highway Stormwater Program
STORMWATER MANAGEMENT PLAN -
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 54016.1.2 TIP No.: U-5724 Count ies : Wayne 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?
8
-Y2- 19+80 LT
(2)Richland
Creek
2.0
3.0
3.0
11.6
1156
700
0.23%
13.4
1.7
17.1
1.8
No
Yes
35.3746261 / -77.9279112
7
-Y2- 44+25 RT
(1)Billy Bud
Creek
0.0
3.0
3.0
2.4
236
792
0.10%
4.2
0.9
5.4
1.0
No
Yes
35.3808077 / -77.9256357
7
-Y2- 45+45 LT
(1)Billy Bud
Creek
2.5
3.0
3.0
9.7
973
1928
0.10%
18.9
1.4
24.3
1.4
No
Yes
35.3810879 /-77.9260654
10
-Y2- 45+60 LT
(1)Billy Bud
Creek
0.0
3.0
3.0
1.1
112
246
0.30%
3.6
1.4
4.7
1.5
No
Yes
35.3811257/-77.9260661
10
-Y2- 53+88 LT
(1)Billy Bud
Creek
0.0
3.0
3.0
0.3
32
48
0.50%
1.1
1.2
1.4
1.3
No
Yes
35.3828783 /-77.9276807
10
-Y2- 54+05 LT
(1)Billy Bud
Creek
0.0
3.0
3.0
0.7
69
134
0.50%
2.4
1.5
3.1
1.6
No
Yes
35.3829154 / -77.9277162
8
-Y2- 19+93 LT
(2)Richland
Creek
0.0
3.0
3.0
0.2
20
107
0.50%
0.6
1.1
0.8
1.1
No
Yes
55.374622 /-77.927831
Additional Comments

SEE SHEET 1A FOR INDEX OF SHEETS
srA1a BTAT6
axaacr xPasn®xcm xa
SEE SHEET 1B FOR CONVENTIONAL PLAN SHEET SYMBOLS1Ld
1� 1� 1� 1L
STATE OF NORTH CAROB( INN �o�o
U_5724 1
F_N
@�•A]& PROA N0.
P. A.PROi.N0. DBlCRIPCION
DIVISION OAF HIGHWAYS 5416.1.
PE
=
.pQ
54016.1.2.1
.
RV
,.� G P ^�
54016.1.2.1
UTL
\ SN
54016.1.3.1
CONST
WA YNE COUNTY
r•
_
DOCUMENT
NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B IN Po
LOCATION. SR 1560 (ROYALL AVENUE) FROM NORTH PARK DRIVE TO US 13
PERMIT DRAWING
SR "�EIGHTS) ;'
(CENTRE H
AND SR 1709CENTRAL HEIGHTS ROAD (BERKELEY BOULEVARD) ()
SHEET 1 OF 8
v
.te ._ ENQ
; '
FROM US 13 (BERKELEY BOULEVARD) TO SR 1711 (OAK FOREST ROAD)
K J
"ROJVCT
SPENCE `3 LV° / R
TYPE OF WORK: GRADING, DRAINAGE, PAVING, CULVERT, AND SIGNALS
6E�K��1gr,
Il'+QY �
WETLAND AND SURFACE WATER IMPACTS PERMIT
END CO STRUCT l0 J�o1a
B70 670
a �o
-Y2- Sto.56+08.25 �2 \y
SITE 3
j�
Note: Not to Scale
VICINITY MAP
END CONSTRUCTION'
-Yl- Sto.36+30.00
T
SITE 2
BEGIN TIP
PROJECT U-5724CN
°vTtiF�N
-L- STA 8+45.00 AFo��
-BEGIN CONSTRUCTION q*7
z z
-Y3- Sto.10+32.00
BEGIN CO ST RUCT lO
—Yl — Sto.18+18.00 -L- SR 1709
HEIGHTS RD TO SNOW HILL
1 CENTRAL
50TIP PROJECT
BEGIN CONSTRUCTION ,._ EL- ST 58+00.00 U-5724
-Y5- STA.10+90.00���
END CONSTRUCTION 0oe�,`' �< `��0`'�
-Y5- STA.14+58.00 ;
END CONSTRUCTION
-Y3- STA 25+92.00
SITE I
-Y4-
j 1 GA_T_ ,4Y D O;
0
* TRAFFIC SIGNAL
BEGIN CONSTRUCTION
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. —Y2— Sto.10+28.99
A PORTION OF THIS PROJECT IS WITHIN THE VUNICIPAL BOUNDARIES OF THE CITY OF GOLDSBORO.
A PORTION OF THIS PROJECT IS WITHIN THE RIGHT-OF-WAY OF NORFOLK SOUTHERN RAILROAD.
V
GRAPHIC SCALES
11
DESIGN DATA
PROJECT LENGTH
PLANS PREPARED FOR Kimley)))Horn
11
HYDRAULICS ENGINEER
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
50 25 0 50 10o
AADT 2020 = 10,000
AADT 2040 = 12,300
K = 9%
LENGTH
ROADWAY TIP PROJECT U-5724 = 0.938 MILES
THE NCDOT BY.-°"`
P.E.
'
2018 STANDARD SPECIFICATIONS
JASON D.LAWING,RE•
PLANS
D = 55%
° *
T 3 /o
TOTAL LENGTH
TIP PROJECT U-5724 = 0.938 MILES
s
PROJECT ENGINEER
SIGNATURE:
ROADWAY DESIGN ENGINEER
50 25 0 50
100
-
—
V 50 MPH
RIGHT OF WAY DATE:
F
AUGUST 15, 2018
ELIZABETH W. LYNCH, P.E.
r oP
PROFILE (HORIZONTAL)
LETTING DATE:
PROJECT DESIGN ENGINEER
O
CLASSIFICATION:
URBAN COLLECTOR
ianaesf°ea
10 5 0 10 20
V
* 1% TTST 2% DUAL
JUNE 26,2020
JAKE GREEN, PE
PRO ECT ENGINEER
PROFILE (VERTICAL)
NCDOT IGHR'AY DIVISION 4
P.E.
SIGNATURE:
SUB -REGIONAL TIER

1 ] " "_ I
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NOTES:
❑l TO EXIST CURB AND GUTTER AT
EXIST
EXIST CONCRETE JOINT
� TRANSIT/ON 2'-6'C&G TO MATCH EXIST
GUTTER WIDTH AS NECESSARY
❑p ASPHALT
AND RRENT OR ,NC EXISTING
_ ASPHALT PAVEMENT OR CONCRETE
PAVEMENT TO TIE-IN DRIVEWAY
❑3 TIE TO EXISTING CONCRETE SIDEWALK
- A�\ r ,y CURB AND GUTTER END TREATMENT
�Nv= 7.Ts'
E8.01,
0
mk TOP nz.71' SEE PAVEMENT VARKING PLANS
COUNTY OF WAYNE ��°� �;\° \;� �,� FOR CURB RAMP LOCATIONS
REMOVAL OF EXISTING
\\\ 40\\\\ \ ASPHALT PAVEMENT
rn
RADII DIMENSIONS ARE TO THE EDGE
0OF
NOTEDV EMENT UNLESS OTHERWISE
\�\, I�d SEE SHEET 14 FOR -Y2- PROFILE

LEGEND 50, 0' 50, 100, 150, Id \ip \ �Ia I PERMIT DRAWING
®DENOTES IMPACTS IN ® DENOTES TEMPORARY \ eh SHEET 4 �F 8 Kimley >> Horn
SURFACE WATER IMPACTS IN SURFACE WATER GRAPHIC SCALE yy, ©-
\\\\ AqO P.O. BOX 33068 RALEIGH, N.C. 27636�068
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KEiVNETH N FALLIN & \�\\
MAY SUE FALLIN
B \\GRASS SWALE DATA
GRASS SWALE DATA SLOPE
0.7 AC
SLOP-
1.1 AC SLOPE= 32
SLOPE- 112 L REO_= 72 FT
L REQ.= 12 FT L PRO.= 46 FT
L PRO.= 246 FT 02= 11 CFI +f<
Q2= 3.6 " V2= 11 FPS
GRASS SWALE DATA V2= lA FPS VIO_ Ol lS CFS
IT
D10 0,94 .7 F
SLOPE
9.7 AC Q10= 0.7 CT S V10= 13 FPS 3
SLOPE- 010% V10= 1.5 FPT DIO= 06 FT
L REQ.- 1 FT D10= 1.03 FT 3
L PRO
.- 928 fT
V02= 18 FPSF$ X - T OUTFACE AT /
D2= 179 Fr �,� OUTFALL AT -Y2- STA. 53+68 LT
DID= t4.3 CPS
Dt2 STK 4 +60 LT
VI O= 1.4 FPS
DID = 1.99 FT ___
OUTLET CL 9,S. 1, IMPROVEMENTS � BEGIN SPILL CURB
' OUTFACE AT SEE DETAIL .. 2D-1 T0' cnaOUNA Pog,, An0 ucnl coMPANr LASENLNT _y2_ STA 51+50.90 LT / Bit
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OUTLET PROTECIT°QN (BANKS ONLY)
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'BASE' GRASS SWALE. EST 140 SY GFD
SEE DETAIL 154HEET 2D-1
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EST 75 TONS
SPECIAL LATERAL GRASS SWALE. EST 80 SY GFD
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GRASS SWALE DATA KENNETH N FALLIN &
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N
SPECIAL LATERAL GRASS SWALE
SEE DETAIL 185HEET 2D-1
CLASS 'B' RIP RAP
OUTLET PROTECTION
EST 3 TONS
EST 10 SY GFD
-E- C
TRUSTEES OF ADAMSVILLE
BAPTIST CHURCH
PROJECT REFERENCE NO.
SHEET NO.
U-5724
10
&W SHEET NO.
tOADWAY DESIGN
ENGINEER
HYDRAULICS
I ENGINEER
DA= 0.7 AC
SLOPE= 9 FT DOCUMENT NOT CONSIDERED FINAL
L PRO.- 134 FT
Q2= 2-4 CPS UNLESS ALL SIGNATURES COMPLETED
2= 1.5 FPs
D2= 0.74 IT
QIO
\ 6I
.0 16
In
DID- 0.81 T IIII_�'159'IIrT
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7 - STA. 54+0 +
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N 00 DSBORO
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m SPECIAL LATERAL GRASS SWALE
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SEE DETA HEFT 2D-1 LID IN <y 4
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CARRY E COKER
lop
TOP-112.EF RETAIN
REMOVEi1111
REMOVE EX AND
MIN EPTH CB _ _ \ REPLACE WITI TBJB W/MH
[ JORC�l
S 56 T II TEE PR(
P'C
I8
INTO 6K'30"
RETAIN
-- RE OVE 15'
AN DI
III i 1 11'K�Flc
II q' �
27 BST
-SPECIAL LATERAL 'V' DITCH '
SEE DETAIL ZISHEET 2D-1 ,Lrl ,cti IIII 99�r111
1 SOME KEARNEY Yi�Y17 I III ' +
QQ lllo III I ;I
h1'
NOTES.
❑l TIE TO EXIST CURB AND GUTTER AT
EXIST CONCRETE JOINT
TRANSITION 2'-6'C&G TO MATCH EXIST
GUTTER WIDTH AS NECESSARY
❑2 SAWCUT AND REMOVE OR ,RILL EXISTING
ASPHALT PAVEMENT OR CONCRETE
PAVEMENT TO TIE-IN DRIVEWAY
0 TIE TO EXISTING CONCRETE SIDEWALK
WALDUfJ PROPERTIES INC
B 1530 PG 889
PB E PG 27
SEE PAVEIVENT ,NARKING PLANS
FOR CURB RAVP LOCATIONS
K% TH N FALLI &
R E A
DB 705 PG 671L1
REMOVAL OF EXISTING
PB M PG 221
ASPHALT PAVEMENT
TRUSTEES OF ADAMSVILLE
BAPTIST CHURCH
OB 1 PG
RADII DIMENSIONS ARE TO THE EDGE
OF PAVEMENT UNLESS OTHERWISE
�IL M A AR JR
NOTED
DB 748 PGG 201 01
PB D PG 3T3
SEE SHEET 15 FOR -Y2- PROFILE

o LEGEND �a BI PERMIT DRAWIN PROJECT REFERENCE NO. SHEET NO.
50, 0' 50, 100, I50, ;� 2
SHEET 5 OF $ Kimle >> Horn U-5724 /0
Ln SURF SURFACE WATERTES IMPACTS
IN MPADENOTES CTS IN SURFACE WATER - BI/ ` V
® ® GRAPHIC SCALE �\ I\ _ / ©m,a RM/ SHEET NO.
_ ROADWAY DESIGN HYDRAULICS
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
ENGINEER ENGINEER
\ BI\\ Sp (9 a
TRUSTEES OF ADAMSVILLE
BI BAPTIST CHURCH
KEN%ETH N FALLIN &
MA Y SUE FALLIN
\ GRASS SWALE DATA
DA= 0.7 AC
SLOPE= 9 Fi DOCUMENT NOT CONSIDERED FINAL
L PRO.- 134 FT
Q2= 2.4 CPS UNLESS ALL SIGNATURES COMPLETED 2= Is F S
Bh D2= 0.74 FT
7& Q10= 3.1 CIS
6I B DI - 0. FPS IIIIQ
GRASS SWALE DATA 1 I D10= 0.8E FT -� �$R,LZ z
GRASS SWALE DATA DA= 0.3 AC \ `
DA= 1.1 AC SLOPE 0.5% \\ B OUTFALL AT
SLOPE- 0.3% L REQ_= 32 FT \\ I7 - STA. 54+0
L OPQ 12 FT L PRO- 48 IT -
L PRO.= 246 FT Q2= 1121 CF$
Q2= 3.6 CFS, V2= 12 FPS
GRASS SWALE DATA _ D2= 055 FT ,mm
D2= 090 PS 010= 11 CPS E \ n �'F`:� ,'
DA= 9.7 AC , Q10= 4.7 OF S V10= 13 FPS _ _ _ _
D10- o6 Fr \`'` T DADA SNiLLEa �_,m�
SLOPE- O10% - VIO= IS FPS M�� - -
L REQ.> 973 FT D10= 1.03 Fi B PTIST CHURCST TB
L PRO.- 92R fT (�
Qz= 8.9 CFS T OUTFALL AT - �- - B _ - _ _, , - - 7 �€ M I'
LF,vz= 1 < Fps x `;, OUTFACE AT -Y2- STA. 53+68 LT I'
Z D2- 1.78 FT ✓ - -
Q vQi1a= ii FPS FS -- "260 LT Q , - _ - rn�
N DID = 1.99 FT _ . - V BZ Z /3 _ _ _
OUTLET CNANN IMPROVEMENTS + 3 w/ ,' U� w l 4 �l z
OUTFACE AT Tq c 1 coMPANY Enscr,�LN* BEGIN SPILL CURB / �a �m� ` U
SEE L' IL 9iSH ROVE i0 cnaouNA P01VEa AND u O -Y2- STA 51+50.90 LT BZ \
g11 _
PI INSTALL
-Y2- STA. 45+45 LT I' - 3 - •B ICI �Ij ��� :'/,
OUTLET PROTECfl°QN (BANKS ONLY)
U SPECIAL 2.5' LATERAL EST E35 TON$
'BASE' GRASS SWALE. EST 140 SY GFD
Q SEE DETAIL 154HEET 2D-1
Z 3 3a NCNATO �R- �3 •�� - ��- II �I ���� �� J
O l 3 SPECIAL LATERAL GRASS _SWALEr - - c - - - - _ - - - T
'` _ _ BZEND-m IIIO U S �
SEE DETAIL TSSHEET ROVE �3 _ _ _ - _ __ -' _ IA' DIP � � / � MV=9 .Bi b 9 � CONSTRUCTION I
��� _ _- / wP=u e —Y2- PT �5to. 56+08Z5� W II�y
7lX/ \ a ---- 0Z S6_ li qhl p
CL V - --_ --a-------- - --� I_�i ® END-SPIL5CURB 2547 W i��'ll �l'11111
III;/
m SPECIAL LATERAL GRASS F
BT, 2 OUTLET CHANNEL IMPROVEMENT$ N
\\ Vv \Y FL=9T.93'\ -%J _ _ SEE DETAIL 1LSHEET ROVE SEE DETAIL 185HEET 2 ,III W III II py llllltlll_� :��41
In T'j \ s TO P= $Z' _ _ INSTALL CLASS 'I' RIP, IL4P w CLASS ' RAP
IE35 DIP ja. IN',\.- i
O - - -REMOVE-bD"-RC`P - ' _ _ FER 3/ OUTLET PROTECTION (BANKS ONL OUTLET P O yp
P O `il III C`
Iil EST 3 TO LfO c�
\Q' X _ 2 - ,}$•� 1 ppP ` g EST 45 SY GFN �}��•(^
H IIIII _ EST 10 SY
SPECIAL LATERAVGRASS SWALE
SEE DETAIL 18'�HEET
p0
FALLI &
_ �{ V NLL RNE
(�� �"�•- TBY SUEFALL
R'DODS lilii 11 '`IiA I I, I,1
I ,
BZ \ CLASS 'B' RIP I 1 /, i 111E
BZ 4 c ; _ _ _ _ _ _ _ _ _ - _ _ _ OUTLET PROTECTION
\ _ ° _----"- EST TONS
CLA55 MIN. DEPTH CB - - _ - - _ _ _ _ _ - - _ _ " 10 SY GFD _ T HILL`oR 22' B.ST
n� _--` EST m
3 TONSTECEION ' - - - - - - ' - - - - _ - FALL15 LV D
EST 10 S 111/1Pi , D Y2 • ���
- - _ N 42 32' E
Tr
r,V�J16
_ III •
-yC 24• C&G o
op z; e •� env-uo. ° TI
- • �.- - . ° n ° n' _ -= 1 - - •
\ \E _ _ _ - - _ _ -- T n - - �. W L105 MIN EPTH C8 REPLAN I
SITE 2 - - E -- = F �I�I
F ° 5' ,fie, � REMOVE 36 RCP'S 6 W AND
-_-_— / / 5'BLK I/ E\`W�j 1, DM BS /-108. 9' Fi
I
BIB W/MH
____ _ - _ AN C 1 -1 Q❑ ,C�
l CP-V IN. DEP�.S'� ��
INLET CHANNEL IMPROVEMENTS, - \�� / A 'JAd .B BST PA : / Q`1 �I 58 ,a R N�r
I p T PRCI
BEGIN SPILL CURB SEE DETAILHA NEL IM ROVE A C �_ _ _ -9 ��.��66 `=1
-Y2- STA 43+21.75 RT INSTALL CLASS 'I' RIP RAP -- - - - _ _ - Ih RETAI( I E114,
EST 75 TIONS (BANKS/ ONLY) - - _ - _ _ _ _ _ _ _ // Illy 15'` TOP h3 2' _ 15' RLP RIED 'flT1"[ !� _ _ _ _ �e0. i1 II II
EST 80 SY GFD , 1 - — _-"r7?fi R IN ill L I
SPECIAL LATERAL GRASS SWALE. MIN. DEPTH CB END SPILL C , ,Nil?°vL}�pj
SEE DETAIL 19i5HEET ROVE © -Y2- STA 4 4�Qs729 D INLET CHANN�L IMPROVEME ® .r AN OVDI {' 1
'"! d -P SEE DETAILT6SHEFT 2D-1 LIDS W 3' (
3SBKiL APT n / INSTALL CLASS TRIP RAP SS
PROTECTION (BANKS ONLY) 30' - I i �'II1�:�Q.�S✓,_ 4__ _
KENETH N FALLI & i�',' OI EST 32 TONS GRASS SWALE DATA N
SLOPE-
Id AC MA Y SUE FALLIN : IAIo ;2`J — y �I =_
SLOPE- O10% II - EST 45 SY GFD
L REO.= 792 FT / RETAIN CB AND 69'0
L PRO.= 236 FT TRENCH DRAIN INN=n2.60'I�j N LS'I$+I r'I II it
02= 2 CFS /%'iOP=II7.06' /�� �� --- 22'BST II,II,
V2_ d, 2� t 1 II'II
D2- F:zzFFF � �' Ag
;SPECIAL IL ZIS EET DITCHIy QIG- 6.35 CP5 /J% SEE DETAIL 2SHEET ROVE
v10- 0.99 FP$ ADINE NE�SOME KEARNEY
D10� 1.3d FT
-Y2-9TA 44+25 RT BERKE Y PLACE
APARTMENTS LLC
_ III II III I� �� ao S9. III II�3�
\ j CARRY E COKER NOTES.
e° ❑l TIE TO EXIST CURB AND GUTTER AT
c EXIST CONCRETE JOINT
TRANSITION
WIDTH AS NECESSARYATCH EXIST
GUTTER
/ ❑2 SAWCUT AND REPROVE OR ,RILL EXISTING
ASPHALT ERENT OR PAVERENT TO TIE-IN CONCRETE
N DRIVEWAY
© WALDU� PROPERTIES INC ITIE TO EXISTING CONCRETE SIDEWALK
B 1530 PG 889
\ / PB E PG 27 SEE PAVEMENT NARKING PLANS
FOR CURB RAVP LOCATIONS
ti y�y� KE� ETH FA LIN &
DB IT05P I Z 71 REMOVAL OF EXISTING
/ ASPHALT PAVEMENT
TRUSTEES OF ADAMSVILLE
BAPTIST CHURCH OB 1103 PG 845 RADII DIMENSIONS ARE TO THE EDGE
o OF PAVEMENT UNLESS OTHERWISE
yt:a WILLIAM A HARRIS JR NOTED
01 ® DB 748 PG 201
PS D PG 373 SEE SHEET 15 FOR —Y2— PROFILE

PROJECT REFERENCE NO.
SHEET NO.
Kimley Morn
U-5724
20-1
ROADWAY DESIGN
PAVEMENT
DESIGN
©`61B
ENGINEER
ENGINEER
P.O. BOX 33068 • RALEIGH, N.C. 27636-3068
SITE 2
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 6 OF 8

PROJECT REFERENCE NO.
DETAIL 1
SPECIAL LATERAL BASE DITCH
(Not to Scale)
Proposed NCRR
Road Shoulder -
Point
2' MIN. 14'Theoretical 2U' (Theoretical)
oa Theoretical
(SEE CROSS SECTIONS) 1SCompacted
ub-Ballast
FROM STA. 18+00 TO STA. 25+50 -L- (RT)
FROM STA. 27+35 TO STA. 42+00 -L- (RT)
DETAIL 4
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
�Fill
mural 3'7 �_ 9� X\°t Slo
F/off or Q\o pe D
Min. D= 2.0 Ft.
FROM STA. 14+00 TO STA. 17+87 -Y2- (RT)
FROM STA. 21+75 TO STA. 23+25 -Y2- (LT)
DETAIL 10
INLET CHANNEL IMPROVEMENTS
( Not to Scale)
�roTd_
1 5'� Geol nnile
48' RCP B
(BURIED 10") Min. D= 4 Ft.
B= 11'
Type of Liner= Class I Rip Rap (Banks Only)
STA. 54+01 Y2- (RT)
DETAIL 16
SPECIAL LATERAL BASE DITCH
( Nmto Scale)
Natural 1 of Fill
Ground 3.7 D\ et Slope
1. 4 Min. D- 2 Ft.
B= 2 Ft.
FROM STA. 12+54 TO STA. 19+80 -Y2- (LT)
Z)
DETAIL 5
SPECIAL LATERAL BASE DITCH
(Not to Scale)
Natural \ of Fill
GroundLBJ Slope
F
Min. D= 2 Ft.
B= 3 Ft.
FROM STA. 21+75 TO STA. 29+00 -Y2- (RT)
DETAIL 11
OUTLET CHANNEL IMPROVFMENTS
( Not to Scale)
DETAIL 2
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
rGound WralF370 3� of < Fill
Slope
°ne
Min. D= 1.0 Ft.
FROM STA. 18+00 TO STA. 18+70 -L- (LT)
FROM STA. 19+50 TO STA.20+25 -L- (LT)
FROM STA.20+25 TO STA. 21+00 -L- (LT)
FROM STA. 24+50 TO STA. 25+00 -L- (LT)
FROM STA. 25+00 TO STA. 25+50 -L- (LT)
FROM STA. 43+25 TO STA. 47+50 -L- (RT)
FROM STA. 47+85 TO STA. 48+25 -L- (RT)
FROM STA. 48+60 TO STA. 49+50 -L- (RT)
FROM STA. 49+50 TO STA. 50+25 -L- (RT)
FROM STA.50+60 TO STA. 51+30 -L- (RT)
FROM STA.51+30 TO STA. 51+60 -L- (RT)
FROM STA. 53+50 TO STA. 57+50 -L- (LT)
FROM STA. 53+44 TO STA. 58+00 -L- (RT)
FROM STA. 10+66 TO STA. 13+50 -Y2- (RT)
FROM STA. 17+87 TO STA. 20+75 -Y2- (RT)
FROM STA.19+93 TO STA. 21+00 -Y2- (LT)
-
Ground
G..-file
T—
48' RCP B
(BURIED 10") MI ❑ 4 F.
B= 11'
Type of Liner- Cl— I Rip Rap (Banks Only)
STA. 53+98 -Y2- (LT)
DETAIL 17
SPECIAL LATERAL 'V' DITCH
(Notto Scale)
Natural Fill
Ground D Slope
Min. D= 2.0 Ft.
FROM STA. 10+50 TO STA. 14+92 -Y3- (RT)
FROM STA. 14+00 TO STA. 14+94 -Y3- (LT)
DETAIL 6
RIP RAP AT EMBANKMENT
( Not to Scale)
1
Ditch
Grade
GEOTEXTILE
Type of Liner= CL 'B' R ip, -'
Geotextile
STA. 29+68 -Y2- (RT)
FROM STA. 24+00 TO STA. 27+68 -Y2- (LT)
FROM STA. 29+60 TO STA. 29+90 -Y2- (LT)
FROM STA. 29+90 TO STA. 31+00 -Y2- (LT)
FROM STA. 29+90 TO STA. 34+00 -Y2- (RT)
FROM STA. 34+00 TO STA. 34+58 -Y2- (LT)
FROM STA. 54+05 TO STA. 55+75 -Y2- (RT)
FROM STA. 15+45 TO STA. 16+85 -Y3- (LT)
FROM STA. 18+00 TO STA.21+25 -Y3- (LT)
FROM STA. 21+25 TO STA. 22+30 -Y3- (LT)
FROM STA. 22+60 TO STA. 24+80 -Y3- (LT)
FROM STA. 12+00 TO STA. 12+20 -Y5- (RT)
FROM STA. 12+70 TO STA. 13+00 -Y5- (RT)
FROM STA. 12+00 TO STA. 12+16 -Y5- (LT)
FROM STA. 12+68 TO STA. 14+00 -Y5- (LT)
DETAIL 12
TOE PROTECTION
( Not to Scale)
Natural
Ground
b__.1 E
I I d
d= 2.0 Ft.
b= 2.0 Ft.
Geoteztile
Type of Liner=
Class 'B' Rip -Rap
FROM STA. 30+30 TO STA. 31+00 -L- (LT)
DETAIL 18
SPECIAL LATERAL GRASSED SWALE
( Not to Scale)
Natural \ o< Fill
Ground 39 D F\o1°t Slope
Min. D= 1.0 Ft.
FROM STA. 40+00 TO STA. 44+36 -L- (LT)
FROM STA. 45+60 TO STA. 48+06 -Y2- (LT)
FROM STA. 53+00 TO STA. 53+88 -Y2- (LT)
FROM STA. 54+05 TO STA. 55+39 -Y2- (LT)
DETAIL 3
SPECIAL CUT DITCH
(Notto Scale)
Front
Ditch
N to I 3, Slope
Ground pro°p D F\off
Min. D= 0.5 Ft.
FROM STA. 17+15 TO STA. 18+00 -Y3- (LT)
DETAIL 7
STANDARD 'V' DITCH
( Not to Scale)
Natural Natural
Ground 3.7 ,s1 Ground
D
Min. D= 2.0 Ft.
FROM STA. 29+68 TO STA. 29+90 -Y2- (RT)
FROM STA. 11+04 TO STA. 12+79 -Y4- (LT)
DETAIL 13
STANDARD 'V' DITCH
( Not to Scale)
Natural Natural
Ground u+,j.\ Ground
D
D= 1.0 Ft.
STA. 12+63 -Y3- (LT)
DETAIL 19
SPECIAL LATERAL GRASSED SWALE
( Not to Scale)
Natural \ oT Fill
Ground 3.7 D '. ee' Slope
Min. D= 2.0 Ft.
Kim ey�>>Horn
P.O. BOX 33068 • RALEIGH, N.C. 27636-3068
DETAIL 8
INLET CHANNEL IMPROVEMENTS
EXIST ( Not to Scale)
GROUND EXISTING PROPOSED 1 Q 10' X 6'
1 ea 60" RCP RCBC
2'
1' CONCRETE SILL 1' CLASS I RIP
(1' INSET INTO F�10,�i 2RAP (W/GFD)
UPSTREAM FACE) COUNTER-
SUNK INTO
CHANNEL RANKS
FROM STA. 44+36 TO STA. 51+40 -L- (LT)
FROM STA. 35+43 TO STA. 44+25 -Y2- (RT)
STA. 44+49 -Y2- (RT)
DETAIL 14
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Ot
Natural '''� \\°t Fill
Slo
Ground ":7 D F ° �
d
Geot..Nle Min. D= 2.0 Ft.
Type of Liner= Class 'B' Rip -Rap MaK. d= 1.5 Ft.
FROM STA. 14+50 TO STA. 15+05 -L- (LT)
ROADWAY DESIGN
ENGINEER
SHEET NO.
PAVEMENT DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 7 OF 8
DETAIL 9
OUTLET CHANNEL IMPROVEMENTS
EXIST EXISTING INot to 5-1.)
GROUN� 1 @ 60" RCP PROPOSED 1 @ 10' X 6' _
RCBC
1 / 2'
1' CONCRETE SILL CLASS 'RIP
61' INSET INTO RAP (W/GFD)
owN5TREAM FACE) "a'—M COUMER-
SUNK INTO
CHANNEL BANKS
STA. 45+33 -Y2- (LT)
DETAIL 15
SPECIAL LATERAL BASE GRASSED SWALE
( Not to Scale)
Natural \ o< Fill
Ground D\oat Slope
I»1 Min. D= 2 Ft.
B= 2.5 Ft.
FROM STA. 35 43 TO STA. 45+45 -Y2- (LT)
DETAIL 20
SPECIAL LATERAL BASE DITCH
Not to Scale)
Proposed NCRR
Road Shoulder -
Point
R 2' MIN. 14' Thoeoretical 2'-3" (Theoretical)
Geotextile a Theoretical
(SEE CROSS SECTIONS) 1' Compacted
Sub-Ballazl
Type of Liner= Class 'B' Rip -Rap
FROM STA. 13+50 TO STA. 17+90 -L- (RT)

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
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
19+80/19+93 -Y2- (LT)
Outlet Protection
0.01
< 0.01
21
10
1
19+84/20+33 -Y2- (LT)
Fill/66" RCP
< 0.01
48
2
44+12/44+45 -Y2- (RT)
Outlet Protection
0.01
< 0.01
22
18
2
45+30/45+94 -Y2- (LT)
Outlet Protection
0.01
< 0.01
34
23
3
53+91/54+05 -Y2- (LT)
Outlet Protection
< 0.01
< 0.01
15
19
3
53+97/54+06 -Y2- (RT)
Outlet Protection
< 0.01
< 0.01
19
11
TOTALS*:
I
1
0.04
1 0.02
1 159
1 81
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 02 26