20230413 Ver 1_BP4.R011_Permit Drawings_BUFFER_20230217_20230320

co See Sheet 9A For Index of Sheets PrATB STATE�o�aT E.-No. SINo. S11BB
See Sheet 1B For Conventional Symbols STATE
OF NORTH CAROLIN B P4.R011.1
11 SSAiB PROt N0. P.A.PROl.NO, DESCRIPTION
2516 DIVISION OFHIGHWAYS BPa.RO,,., PE
2518) '- 2523�
2518
oo 5 JOHNS TON CO UNTY
2523 eA a
2310 2519 h 252 >� 1223 Jones Franklin Rd.
0� 2525 d Raleigh,N.C.27606
i Y�Y ETHERILL License No.F-0377
/ LOCATION: PIPE NO. 500460 OVER BAWDY CREEK � ENGINEERING Bus: 919 851 8077
r Fax: [phone]
—3 W �2528 ON SR 1007 (BROGDEN RD.)
2310 J" � '`f TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
( CIVIL/SITE DESIGN - G/S/GPS - CONSTRUCTION OBSERVATION
2523 TYPE OF WORK: GRADING DRAINAGE & PAVING
2523 „ �6. I 2526 PIPE NO. 500460
K5 Chapel m
�av-e 2524
• • olive BUFFER IMPACTS PERMIT
3 PRELIM. PLANS
1007 `
BUFFER DRAWING
2524 SHEET 1 OF 4
O / / 2526
PRO ECT
SITE ) /
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/ Pa -Y �\ 2526
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2543 "~ 2543, °' 1007 SF 2542
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2542 S peg P4§ (BRp007 m
VICINITY MAP GpFN 7
OFF—SITE DETOUR ROApI �WOODARD6 ROAD)
C BE I L ERT
T . 1 + 7 +—
BEGIN NCDOT PROJECT BP4.R011.11
—L— POT STA.13+90.00 I
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L END NCDOT PR E T BP4.R 11.1 as
o —L— PO STA.2 + z z
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o INCOMPLE'J[`]E PLANS
C DO NOT USE FOR RIW ACQUISITION
3
DOCUMENT NOT CONSIDERED FINAL
o
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD UNLES S ALL SIGNATURES COMPLETED
o THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
E
Prepared for: HYDRAULICS ENGINEER
F GRAPHIC SCALES DESIGN DATA PROJECT LENGTH DIVISION OF HIGHWAYS
C)
ADT 2018 = 1500 DIVISION FOUR
.0 30 15 0 30 60 509 Ward Boulevard, Wilson NC,27895 ®� NOR? 0
w LENGTH ROADWAY PROJECT BP4.R011.1 = 0.014 MILES
u) PLANS 20/8 STANDARD SPECIFICATIONS
LENGTH STRUCTURE PROJECT BP4.R011.1 = 0.011 MILES P.E.
� T = 6 %Q RIGHT OF WAY DATE: EDWARD G,WETHERILL, PE sTGNATERE..
w 30 15 0 30 60 V = 55 MPH PROJECT ENGINEER
Lu TOTAL LENGTH PROJECT BP4.R011.1 = 0.125 MILES MARCH 18,2022 ROADWAY DESIGN
* (TTST =3%Q + ENGINEER
PROFILE (HORIZONTAL) DUAL =3%Q) LETTING DATE: GREG S. PURVIS, PE
PROJECT DESIGN ENGINEER OR
N T FUNC CLASS = MARCH 14,2023 J
o c c 6 3 0 6 12 NCDOT CONTACT. RACHEL RO EVANS, PE
N�> MAJOR COLLECTOR DIVISION 4 PROJECT ENGINEER
T
N%= PROFILE (VERTICAL) SUBREGIONAL TIER P.E.
��� SIGNATURE:

\ !.� St..= 18+05-19+50-L-LT. PIPE NO.500460
a> W � PROJECT REFERENCE NO. SHEET NO.
STEVEN AND CHRISTIE EDWARDS 3
^. MILLS FAMILY PROPERTIES LLC G1 Q1\ �! Q1 DA= .3 cfs acC=0.7 I10=6.28 BP4.R011.1 4
DB 2318 PG 853 N N l y H VV- 0.95 ps
DB 3238 PG 25e \ PRELIM. PLANS RAN SHEET NO.
\\II// s= 0.68'
O PB 48 PG 302 P P R X. <uFXk T .LOW s= 0.3% ROADWAY DESIGN HYDRAULICS
PB 30 PG 7 =p.pq DOCUMENT NOT CONSIDERED FINAL ENGINEER ENGINEER
\ HAN E, 0 TIQN I Liner=grass UNLESS ALL SIGNATURES COMPLETED
shear=0.126
DONNIE SHERRILL BRASWELL LIFE ESTATE
CLASS I RIP RAF I Im
\\ \ STA ON 1 25 -L- o� DONNIE BRASWELL CHILDREN REMAINDER INC®NL1�L1E �E 1�]I.ANS
E S . 61 T 0 N E D O DB 1287 PG III DO NOT USE FOR /W ACQUISITION
EST�6�SY GE TEX ILE 3 15'-4" l0'-0"
TR. PL. L. P-A Are
I
67 EGRE , KEW
U NUM END LS rT \
2
_TDE T I / SPECIAL \ 1223 Jones Franklin Rd.
I [/ Ralei h,N.C.27606
O RpAOi ��\�J �\ \, _ \ R \ TDW �e / J� �i �/ ENGINEERING Bus: 919 851 8077
DE E / ETHERILL
F � � LATERAL V �CH ® License No.F-0377
r —TDE ,�Qpv-1.6 cFs (SEE DETAIL A) \ Fax: [phone]
n%2=0.9 FPS \ TRMSPORTAT/ON PLANNING/DESIGN-BRIDGE/STRUCTURE DESIGN
010=1.3 CFS \ CIVIL/STE DESIGN-GIS/GPS-CONSTRICT"OBSERVArM
W
VIO=1.0 FPS
_ —
s C CL — —IN
81 47'17.5"E
N 526(WOOD. D RD I
PL — TO SR z
NC GRID
NAD 83 NA 2011 - �� \ SF 1007(BROGDEN RDA0,24'PAVED ROADWAY N 84'44'50.4"E
— 84°0 '
I — ---- — ----
—
—
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ELIMINATE/CUT�1T�CH
BUFFER DRAWING /� / R �w � \
SHEET 2 OF 4 / / / / i ' DETAIL A \
a \ 02=1.0 CFS �i SPECIAL LATERAL'V'DITCH \
A/ I V2=0.9 FPS Not to Scale)
( \
ALLOWABLE IMPACTS ZONE 1 / / Q / 010=1.3 CFS / SPECW LAVTEFo�t"h/ DITCH
c� V10=1.0 FPS (SEE DE�YC A)
\ E i G tend g.�," slope
ALLOWABLE IMPACTS ZONE 2 \/ O D I 7 D e�
60, 0'
`I TVE N m Min.D= Ft.
]8+30-20+00-L-RT. D&P LAND.LLC
... MILLS FAMILY PROPERTIES LLC �7 / �/ l�/ �/ �/ =0. ac.C=0.7 I10=6.28 O FROM STA.18+05 TO STA.19+50 -L-LT.
GRAPHIC SCALE """ ATION 1 CALASS II RIP AP 1.9 crs
rn ` = 0.95 fps DB 54e0 Pc ool 4 FROM STA.18+30 TO STA.20+00 -L-RT.
BMI ELEVATION=100.59 ... DB 3238 PG 258 S T• 4 2 0 T N S ` rn d- 0.68'
N 603506 E 2233580 5= 0.3°.6 PB 84 Pc 448
NAIL IN IS'SWEET GUM .... PB 30 Pc 7 EST. 475 SYwOT�X�1 -E \ n=o.0a SEE SHEET S-1 THRU S-?? FOR STRUCTURE PLANS
P/ = /5*00.00
EL = /05.55'
VC = 20/'
K = //5
E _U2DS = 551VPH
Pl = l9+33.7
EL = 95.75'
106
VC = 2/5'
K = //6
DS = 55MPH
i
O
O
C
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E
0 94
Ll
HYDRAULIC DATA
DESIGN DISCHARGE = 2300 CFS
DESIGN FREQUENCY = 50 YRS
DESIGN HW ELEVATION = 95J FT
° BASE DISCHARGE = 2700 CFS
n BASE FREQUENCY = /00 YRS
6 BASE HW ELEVATION = 95.9 FT 89
= OVERTOPPING DISCHARGE= 2340 CFS
OVERTOPPING FREQUENCY= +/- 50 YRS
OVERTOPPING ELEVATION= 95.3 FT 47
m DATE OF SURVEY = 10-05-202/ PROPOSED 3 @ I5'- ' - -
W.S.ELEVATION
om AT DATE OF SURVEY = 88.3 FT
InN
N/
�N
13 14 15 16 17 18 19 20 21

RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type CROSSING IMPACT BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
(ft) (ft) (ft) (ft) (ft) (ft) (ft2) (ft2)
1 PIPE-ARCH X 9424 2665
TOTALS*: 9424 2665 0 0 0 0 0 0
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
2/ 10/2023
JOHNSTON
SF500460
BP4.R011.1
Revised 2018 Feb SHEET 3 OF 4

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
SITE STATION ZONE 1 ZONE 2
NO. (FROM/TO) (ft2) (ft)
1214 901
TOTAL: 1214 901
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
2/10/2023
JOHNSTON
SF-500460
BP4.R011.1
Revised 2018 Feb I SHEET 4 OF 4
Rev. Jan 2009