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

0
04
I
0
0
SEE SHEET 1A FOR INDEX OF SHEETS
SEE SHEET 18 FOR CONVENTIONAL PLAN SHEET SYMBOLS
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
WA YNE COUNTY
al'A'Ib
91U18 %{OIBCI' NBPBRBNC9 NQ
[
TOTAL
•�•
U-5724
1
ifA- fllO M
f.AfO m
OB1WtIPIION
54016.1.2
FE
54016.1.2.1
RN✓
54016.1.2.1
UTL
54016.1.3.1
CONST
LOCATION. SR 1560 (ROYALL AVENUE) FROM NORTH PARK DRIVE TO US 13
(BERKELEY BOULEVARD) AND SR 1709 (CENTRAL HEIGHTS ROAD)
FROM US 13 (BERKELEY BOULEVARD) TO SR 1711 (OAK FOREST ROAD)
TYPE OF WORK: GRADING, DRAINAGE, PAVING, CULVERT, AND SIGNALS
BUFFER IMPACTS PERMIT
END CO STRUCT10
-Y2- Sto.56+08.25
SITE 3
EIVQ CO STRUCTION
-Yl- Sta. 36+30.00
* TRAFFIC SIGNAL
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE OMITS ESTABLISHED BY 41ETHOD lll.
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF GOLDSBORO.
A PORTION OF THIS PROJECT IS WITHIN THE RIGHT-OF-WAY OF NORFOLK SOUTHERN RAILROAD.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BUFFER DRAWING
SHEET 1 OF 5
row Ati � �l
SITE 2
\31,p 0�
V c �y
CT U-5724
BEG11V CONSTRUCTIONs�'r FRti Raoq
-Y3- Sto.10+32.00
BEGIN COIVSTRUCTIOAt
-Yl - Sto. l8+18.00 -L- SR noe
�jl � \\ CENTRAL HEIGHTS RD TO SNOr'Y HILL
TIP PI
AV
BEGIN CO ST RUCT l0 EL D ST 5�
Io,,�i -Y5- STA.10+90.00O
END CO STRUCTlO ,`' y�F�`
-Y5- STA.14+58.00� 1'
END CO STRUCTIO.
-Y3- STA 25+92.00 Qp
SITE I�`�`
-Y4-
GAT'o D gG
BEGI CO STRUCTIQ
-Y2 - Sto.10+28.99
C4
Azz
11
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Kimley )Horn
HYDRAULICS ENGINEER
DIVISION OF HIGHWAYS
PLANS PREPARED FOR
STATE OF NORTH CAROLINA
AADT 2020 = 10,000
THE NCDOT BY.
50 25 0 50 100
AADT 2040 = 12,300
K = 9%
D = 55%
55
LENGTH ROADWAY TIP PROJECT U-5724 = 0.938 MILES
�r.��
AE,
�® liony
+q! 'P•�
2018 STANDARD SPECIFICATIONS
JASON D.LAWING, P.E.
PLANS
T =
TOTAL LENGTH TIP PROJECT U-5724 - 0.938 MILES
•z
PROJECT ENGINEER
SIGNATURE:
ROADWAY DESIGN ENGINEER
50 25 0 50 l00
V = 50 MPH
CLASSIFICATION:
RIGHT OF WAY DATE:
AUGUST 15, 2018
ELMABETH W. LYNCH, P.S.
Tewa a°q
PROFILE (HORIZONTAL)
PROJECT DESIGN ENGINEER
10 5 0 10 40
URBAN COLLECTOR
LETTING DATE:
1% TTST 2% DUAL
SUB -REGIONAL TIER
DUNE 26,2020
JAKE GREEN, PE
O ENNEER
PROFILE (VERTICAL)
NCDOTPRGRECTWAYGIDIf ISION 4
P .E.
SIGNATUR&

LEGEND 150, 0' 50, 100, 150, 21 \ip \ °ia I BUFFER DRAWING
ALLOWABLE IMPACTS ® ALLOWABLE IMPACTS \ eh SHEET 3 OF 5 Kimley >> Horn
ZONE 1 ZONE 2 GRAPHIC SCALE yy, ©-
\\\\ AqO P.O. BOX 33068 RALEIGH, N.C. 27636-3068
8 '9
dj
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 REG_= 32 FT
L REO.= 12 FT L PRO.= 46 FT
L PRO.= 246 FT 02= 11 CPS +f<
02= 3.6 CIF V2= 12 FPS
IT
GRASS SWALE DATA V2= lA FPS V10- 0115 CIS
D10 0,94 .7 FT V10= 13 FPS 3
SLOPE9.7 AC 10 0.� CFS
SLOPE- 973 VIO= L6 FPS DIO= 06 FT
L REQ.= 973 FT D10= 1.03 FT 3
L PRO.- 928 fT
V02= 18 FPSFS X - T OUTFALL AT /
D2- 178 W OUTFALL AT -Y2- STA. 53+68 LT
Qlo- 2 a CIS Qt2 *Z--STAI 60 LT
V10= 1.4 FPS
D10= 1.99 FT ___
OUTLET CL 9,S. ,IMPROVEMENTS BEGIN SPILL CURB
' OUTFACE AT SEE DETAIL .. 2D-1 To' cnaouNp POFVER ano ucnl coMPeNT LASFNLNT _y2_ STA 51+50.90 LT
-Y2- STA. 45+45 LT Ln
INSTALL CLASS 1' P RAP
OUTLET PROTECIT°QN (BANKS ONLY) q 7 TB (0
SPECIAL 2.5' LATERAL EST 135 TONS Z 7 f �� 1�
'BASE' GRASS SWALE. EST 140 SY GFD
SEE DETAIL 154HEET 2D-1
l 30'NL NATUR DER-
`l SPECIAL LATERAL GRASS -SWALE - - - - —3 S ss T e'
SEE DETAIL 185HEET 2D-1 - - �gl
3 / 15, DIP INV=9
\ 7 - - - - o- 01 l Sg � iowu
D11B /�/f>" / BZ 1 3 / N
C•\� \ c-o� ox ,�)�// .,•/'� gl Z OUTLET e HANNEL IMPROVEMENT$
gl 1
-g22 SITE Z E
INLET CHANNEL IMPROVEMENTS
L-- BEGIN SPILL CURB
-Y2- STA 43+21.75 R7
SEE DETAIL 85HEET 2D-1
INSTALL CLASS T RIP RAP
LSPECIAL
PROTECTION (BANKS ONLY)
EST 75 TONS
LATERAL GRASS SWALE.
EST 80 SY GFD
SEE DETAIL 19i5HEET 213-1
GRASS SWALE DATA
DA- 2.a AC
SLOPE- O10%
L REO.� 236 FT
L PRO. n 792 FT
02= 2 CFS
KENNETH N FALLIN &
MARY SUE FALLIN
12- 0.9 FPS
D2- 1.22 PT
010- 5.35 CPS
V10- 0.99 ITS
010- 1.34 FT
\ T A OUTFAU.
-12- STA. U. AT25 RT
U
\
o
\cl
\
E
N
\ti
rn
N
O
N
\
Ol
15.Ig BZ 1 5p 0.1P pR\FN
gOFFER 3/
1$ EPSE 15
KEN�LE TH N FALLIN &
A Y SUE FALLIN
gl 2
18"
CLASS 'B' P MIN. DEPTH CB
O PROTECTION
EST o sg S -Y2- FALLIN BLVD
N 42' 32' 50.2' W
E—
ae:�e— — EE—
c _
_.. F..
o"Pyc— 24°C&G
CP-V B,ELK
A
C x G
LL 119
MIN. DEPTH CB END
SPILL C
Y2- STA 4+10,29 �,ll
EL 09ffeIm
RETAIN CB
TRENCH DI
N
SPECIAL LATERAL GRASS SWALE
SEE DETAIL 185HEET 2D-1
CLASS 'B' RIP RAP
OUTLET PROTECTION
EST 3 TONS
EST 10 SY GFD -
_E
TRUSTEES OF ADAMSVILLE
BAPTIST CHURCH
GRASS SWALE DATA
DA= 0.7 AC
SLOPE=
9 FT
L PRO.- 134 FT
V02= zaSs
FP'S
\ 02= D3.1 IF
On
.0Q106 In
DID-10= 0. FPS
6I D81 FT
1
\eI OUTFALL AT B
1 -STA. 54+0 _
7 BZ
TR A F ADAMSVILL6
B PTIST CHURCIHI
PROJECT REFERENCE NO.
SHEET NO.
U-5724
/0
&W SHEET NO.
tOADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
® -Y2- PT Sta. 56+08.
CURB
END SPILL C
END STA $CURB 5 L7
N SPECIAL LATERAL GRASS SWALE
SEE DETAIL 185HEET 2D-1
N CLASS ' RAP
OUTLET P O _ON
EST 3 TO
EST 10 SY G
4
FOODS I
18" RCP-V
H�A - -c, 4' CR
F E
T
-E ti �a� —1 REMOVE 36" RCP'S
��I� L-' AND CB'S
N. DIP'JS} ¢o -
'JAd °B esr PA
n
—RETAI
15' ('-1 INV=R3.29' 2p48"I
' dui p'I
` TOP=116.7��' ='_P RIED 7 I
m ti� ( ❑ INLET CHAMPROVEME y
SEE DETA HEET 2D-1 LIDC
INSTALL CLASS I' RIP RAP SS
y L', PROTECTION (BANKS ONLY) 5o' 3
EST 32 TONS -
.L. - EST 45 SY GFD
r.De' a
�L, \TOPP-112.=F °.
MIN EPTH CB __ A
S SB T II 3
I
l- zrB�
—
�'�' `SPECIAL LATERAL 'V' DITCH
SEE DETAIL 2SHEET 2D-1
ADINE NE)VSOME KEARNEY
ACE
LLC //
J
`
-
0
CARRY E COKER
WALL 1PROPERTIES
EPG18813 9"1
530
PB EPG 27
K %TH UEFFALLN& S
DB 1705 PG 671
PB M PG 22121
TRUSTEES OF ADAMSyILLE
BAPTIST CHURCH
OB 1103 PG 845
®
WILLIAM A HARRIS JR
DB4 PG
PB P2 G 3T3 D
E
mull
I
__
I � -
Jti
¢ram VV
rOO:I
/j-/-7
m II 'i 'ICITY OF
'OOLDSBORO
Y
m II %
? I I �IJKLDE� I p � �
I
THILL OR 22' BST
I'
P I
III I I
-RETAIN
:11
HOVE EX I AND
PLACE 'IT
I TB1B W/MH
-TjE PRq P 'CB
INTO 61(130"
-RETAIN '� F
VE IS- ,I
DI
III I Qc
II ql
915 � Ir
I
III q9�'I I I
IIII I
n59c�� I I
NOTES.
❑I 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 MILL EXISTING
ASPHALT PAVEMENT OR CONCRETE
PAVEMENT TO TIE-IN DRIVEWAY
❑3 TIE TO EXISTING CONCRETE SIDEWALK
SEE PAVEMENT NARKING PLANS
FOR CURB RAVP LOCATIONS
REMOVAL OF EXISTING
ASPHALT PAVEMENT
RADII D6VENSIONS ARE TO THE EDGE
OF PAVEMENT UNLESS OTHERWISE
NOTED
SEE SHEET 15 FOR -Y2- PROFILE

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)
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
BUFFER DRAWING
SHEET 4 OF 5
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
F»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)

BUFFER IMPACTS SUMMARY
IMPACT
BUFFER
REPLACEMENT
SITE NO.
STRUCTURE SIZE /
TYPE
STATION
(FROM/TO)
TYPE
ALLOWABLE
MITIGABLE
ROAD
CROSSING
BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft)
ZONE 2
(ft)
TOTAL
(ft)
ZONE 1
(ft)
ZONE 2
(ft)
TOTAL
(ft)
ZONE 1
(ft)
ZONE 2
(ft)
1
1 @66" RCBC
-L- 19+24 to 20+50
(LT)
X
2617.1
1700.8
4317.9
2
1 @ 10' X 6' RCBC
-L- 43+44 to 44+96
(RT)
X
4737.4
2485.E
7223.0
2
1 @ 10' X 6' RCBC
-L- 44+64 to 47+18
(LT)
X
5230.3
3204.3
8434.6
3
2 @ 48" RCP
-L- 53+39 to 54+58
(LT)
X
3402.3
1731.8
5134.1
3
2 @ 48" RCP
-L- 53+44 to 54+59
(RT)
X
2821.8
776.01
3597.8
TOTAL:
1
9898.5
28707.4
0.0
0.0
0.0
Rev. May 2006