20191252 Ver 2_B4635utilities_combined_revised_20191230 (2)

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See Sheet 1 B for Conventional Symbols STATE OF NORTH C /�.\ I'0 L I I /�Y STATE MATE'ROJECI REFERENCE NQ NO. SHEETS
STATE DIVISION `I�J/d 11 .�1Ld® VV d 11 N.C. B-4635 NE-01
OF HIGHWAYS STwTR MO.N0. P.w PRW.N0. OBeCRIP110N
/ a sa,npsm, c, h„e 38446.1.2 P.E.
301 es /806 P- c°„rt c���„r,2 38446.2.1 WW
�. 65 4 2 NEU PERMIT
IT PLAN 38446.3.1 CONST.
en - , — SAMPSON COUNTY
5 1813 1658 1446
Illia 1819\hi
814 8oE LOCATION: REPLACE BRIDGE #9 OVER SOUTH
M13
^I 815 j �, RIVER OVERFLOW ON US 13 Utility Drawings
• • '1006 1019 18200 9•) 1447 446 TYPE OF WORK: RELOCATE TRANSMISSION POWER LINE Sheet 1 of 3
V 'S 1
\182 0` _`� 1448 _
m ,,a R.
:25
1815 � �� �
L1141111 1820 .1820 (,`� ySa ', 447
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. _ ,,,20 (1821 .,.. 0� a�a 1446
O laz6 xt ,2..\� -. 5°��G``�C�d" 1450
821 �(
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VICINITY MAP
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NE-02 444
....
- NE-03
(._,o =
p v BRIDGE 9
c�> t`'� —L— US 13 — ----c=-us is TO
'5 TO 1-95 -
t� � -DETL- - - US 421
Li 0
.z g END TIP PROJECT B-4635
BEGIN TIP PROJECT B-4635 BEGIN BRIDGE END BRIDGE —L— POT STA 28+60.07
m —L— POT STA 12+21.07 —L— POT Sta. 18+97.31 —L— POT Sta.20+63.89 =—DETL— POT STA 26+35.00
=—DETL— POT STA 9+91.51 l
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U
12
U
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U
C
o DOCUMENT NOT CONSIDERED FINAL
11 UNLESS ALL SIGNATURES COMPLETED
r• •itel ` CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III. NCDOT CONTACT: DAVID STUTTS, PE J
r , PLANS PREPARED FOR NCDOT BY: HYDRAULICS ENGINEER
nT v GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
2610 WYCLIFF ROAD
ADT 2019 = 4,184 �•� SUITE 410
w _�•�_ Dewberry PHONE.
919 D607
I 50 25 0 50 100 1�:�F N LEIGH,N No. ®f �D�$yb
ADT 2039 6,104 /
9939
o `' �" LENGTH ROADWAY TIP PROJECT B-4635 = 0.278 MILES // �� ��
_ 2018 STANDARD SPECIFICATIONS
L PLANS K 9 % LENGTH STRUCTURE TIP PROJECT B-4635 = 0.032 MILES P.E. Pg
a)n D — 60 �0 SIGNATURE e
C14 50 25 0 50 100 T — 19 % * — — RIGHT OF WAY DATE: DENNIS J.MORY,P.E. _ I 8
o-Csn PROJECT ENGINEER ROADWAY DESIGN A 0.
+ Z V = 60 MPH TOTAL LENGTH TIP PROJECT B-4635 = 0.310 MILES APRIL 3,2019 ENGINEER
PROFILE (HORIZONTAL) * TTST = 14 DUAL TEl
���r ®��e
o.E'm LETTING DATE: ANNE MARIE PRIETO, P.E. ®� in kW
O 10 5 0 10 20 FUNC CLASS = MINOR OCTOBER 15,2019 PROJECT DESIGN ENGINEER
C ARTERIAL P.E.
PROFILE (VERTICAL) A REGIONAL TIER
cown��fA A SIGNATURE: Jl lI

cr- n OPO PROJECT REFERENCE NO. SHEET NO
o .
a uo.Pas Dewberry on B 4635 NE-02
in SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
5.
p ..�'21 ESS/p`47.7•. 4.2��of.SS/a//N-s''..
Utility Drawings N :'� ,� ,
"I��� '` SEAL ` i` SEAL �'
Sheet 2 of 3 _ 020031 12786
Q ,,,4' S.�........... . I,'%s,.viv. M ,
A=0 . 075 ACRE Z
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
g 1�1
A=0 . 505 ACRE
g
I H.
N.
S.! NEW SREMCI /' * * * - �, s �, y - SBG FROM END OF
VI POLE \ , AIR,,IIAL W SREMCI BEGIN BRIE A, 1 ± -t'L-STA.2YBRIDGE TO
03 LLRT
\ �, �. * is SRL�pC POLE 1 is -L* POT SIod18+ .31 CL yyB..RIP RAP 0 ±
1 �� R 2k END RESURF INGA, A6± is ® CL B RIP RAP Jc PROTEOCUTION Y
I BEGIN TIP PROJECT B-4635 ± B&IN RESURFACING N
1 BEIN GLADE ou L: . 1 TON-
I -L- POT S10.7+66.80 1 1 �, P `SIc.12+ 1.07 * SIBYL P. ODWIN� /I{OTEC 5 S.Y.G OTEXTILE� 1=
NEW SREMC O ' -L- POT Slo•I4+�� D1779 �27 1 TO �, �' 00.3C N
POLE JEFFREY TIPPETT,ET A• -•' "'�` STA. 12+93 * k J' 1. - ± 5 S.Y.GEOTEXTILE i * �' VI 4.9 A
DB 2701 Pc seo ± ± ± o=0.3SFs END BRIDG 1
SREMCAERIAL i o fiY � is ± 1 Jc _L-STA. FROM
CL.IIA 1.5:1
-L- POT IF I+•3:c i +50.00
, +66.80 I I.1 y, is i ± �, T&'END F BRIDFE RBAIOVE 15"PIPE 51, 9HD0'LT 2 0
96.65'LT - �' �' 65'00 �� :�' :�' `l-�ANp FLUME STA. 19+ \I! 8502�L` O
PUE PUE PUE PUE PUE PUE PUE ,�e 7 e• ."r.(Wr7 ,' y 7- F- �n n
Q WOODS • � ?7 ?7i. '7�,` ?7/!� f il; ,'�►7h .-?7. .•.?7 �5 ..'?7 �imair � -`,W9,W414,�^��� 10 I - L°���✓�j7 ` ..9.'
r-i4e F r' :� PUE 7:f7 ��1+ fw 1� . iii... A!f
z J 1 FUNNE 9.J)P'' i, y� �./ �4►�.... 7 , m �0 0 �� _�,.. (V ...-
Fo
y +66.80 y, J 1 �11 .�✓ �ly;stly ,pt.'I�• d �t'.t� ,4 1; ,y.��' _
�P
o
Z EX.RAN I ._s_„ `�� -wea-- �.. 6 Ie TO /I�in In1� 1i11 I'I Q
vPOP OM vow LINES( ONS) PROP o'•. LINES(,:NS nE mom LIlR�1'`c 1 - IF Y xsl ITp�x F
p _. y r� wit i.1 1 1 i _ 1 vl
"' _� 5^9_ \=I�--==-^------ 1:�/� ell 17�Y. ,► 71 "WWI*. y 'a!/ iA�+3S.;.i 1 s`^'r``g�-
i
50:1 il
N- y �r 3�� u'o ma.B -_ jii eta MLIAJL:ii&i7,74, u'1
�. 1_I a1 _� 12' S 86/3'425"E 11 %IIIi�V it 0RID E 9• 12'M •S dI ) TO 1-95 I I S 86/ '¢2 E 1 e U I Y Y A A°- � •h;Iry �► 12' 12' H� BRIDGE 37a o � ., „� U /3 � RIAA4 , AA� N -i J- r -T -L- 36'SRf, '•� - _-_�`�-_- -� iS. 7: -� � 4 PS %// "-S:E:�.T. r� W'�1 '�'a q• \1 TB2GI T:A', J CONi E GREU 350 T1Ln3 $0:1 111►A♦FUNNEL DRAIN N 11 AAAIR5O:a .. WW •pS 1 MI . lN- - ti LJ/ N FUNNEL DRAIN O ---___- --el--- elm I �,�1
+ / `II elm--- m IY �, �, N -Blm_-_ io=n .al - 0
N I / o 2 Y .!.... i - �.-- - - I-
o / �c N - F - - . -�F -�_ _ �cLa F ® TA. 20+27 , TI+baea P
W 0 ro m 5 72 E}fSnuc,,T__ ................,
l � OUTLECTIc IMP:, NAM�, .� R r OUTLET \ ,.'1 9A.1 RT =
.20'g6 oo.00 E 11.E .N ' ►► U
O 93,9(. V �,,II,, it EX. -E Jc +50.01 J 5 S.Y.GEOTEXTILE�' W EXCAVATE TO CL: RIP IY I-
6 5"80.55'29'E .Jc Jc +00.00 OUTLET
JEFFREY TIPPETT,ET ALS 72 82' I.3 ".- `I' � L. E EX.RM/ ;2.00'RT O1Q=0� .1, MOVE 15"PIPE ELEV.113.7 PROTECTION 1
•A1 v SREMC POLE DB 2510 PG 641 .q y8,lq•�S �, AG V19E 6. FLUME--_ _ 95 CY t,
VJ II C REMOVED FACING GUEST -L- l Sta.! 29.56 = Sa 265g. JC � E ��.'T" - �' - S.Y.GEOTEXTILE
N �' �' I 42Fri¢0.00
-DETL- PC a.Ig+00(�J � 1, je A, k 11 OORT� l 115.14'RT
I .. .. .. -- .. .- .. `1' * 1 is � 1 is i REMOVE EXIST.FLUMES * Iy `�G
IA 4"P i \
WOODS I SREMC
REMOVED OLE WOODS -DETL- ± .I, L 2 �' •�± -L-STA.19+O4 LTiRT 'SEMOVED REMC L is
d "1 Slo 11+82.63 P/Slo /8+1821 WOODS �c \
I p = 7'26'13J•(RT p = 14'45'525"(LT) • i p= 0'07'332•MT)
D = O'08'34T SIBYL P.GODWIN
o L = 36474' L = 90132' ±
N L = 88D6' .. DB 1779 PG 927 ±
T = 182.63' T = 453.47' T = 44A3'
, N R = 2.8/0.00' R = 3.500W • R = 40A75FI
t Se = 0.04 = 0.04 Se = 0.02 1 .CJ
v
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„, SITE 1M BEGIN BRIDGE END BRIDGE
DENOTES HAND
a -L-POT STA.18+97.31 -L-POT STA.20+63.89
,
LE RI
i6 NOTE: J/ WIL
I 0 - - ZZ W 12'4�
-0
UNCLASSIFIED STRUCTURE EXCACATION ct•!•• S 86'/3'425•E 12'-
S //I IE\\
0 PARCEL INDEX
2u BEGIN APPROACH SLAB END APPROACH SLAB
�� -L-POT STA. +73.14 -L-POT STA.20+88.06
Lo « PARCEL No. SHEET No. PROPERTY OWNER NAME BRIDGE No.9
� -L-POT STA.19+80.00 -L- PC Slo.21+05B9
s ia 1 4 JEFFREY TIPPETT,ET ALS
I aLL 2 4,5 SIBYL P.GODWIN BRIDGE SKETCH
U
Q,-
Z 3 4,5 SIBYL P.GODWIN
aC� I SEE SHEET 8 FOR-L-PROFILE
2
mL c_ _

o 2610 WYCLIFF ROAD
PROJECT REFERENCE NO. SHEET NO.
Dewberry
a xc con No.Foaza B-4635 NE-03
u\-i NW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
r0
N
Utility Drawings
Q
Sheet3of3 Z
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
N
A=0 . 106 ACRE
NEW SREMC -L- POT Sta 291.37.45 =
* POLE I 2 -DETL- POT Sta.27+12.39
N St .23+5§IBYL PODWIN
°' i DB 1779 PG 927 END RESURFACING
In - END GRADE END TIP PROJECT 8-4635
1 ±± 1 "'I �
BEGIN RESURFACING -L- POT S1o.28+60.07 = /
+5000 I $ 4, /AERIAL ` -L- POT S1o.24+25,00 -DETL- S1o.26+35A0
970IF-LT �'� SREMC NEW SREMC ,,nn,,
+00.00 AERIAL +50.00 POLE W
\ SREMC 97.00'LT / /
O �' 85.11' T ± \ AERIAL LJ
O y��l� ��_ A ; i PUE PUE EX PASTURE SREMC /k "/
r�y..►.A/...�,,U:�'a.Ai!�' ls. EXISTING' pUF� 4` p f
4
N - X / G3S 0
1' _ > 11r ua 4 48"A4'W W/ISxBW ( k
//���� ..b oix eow uae rn ' J oix,,rnna-n,aide Imnxs^ {'� X x X
V J In �+ i s'PS GREU 350 3 <3 f r i.3 c x X X X )° X X—/ •
F �:
r J 8:15
CO I AYUT 'isF Hw 12' -L- 12' I 1� EX. s 86.061093'E ---
12' i i I --�--
N. �' US I3— 12' �o EX. MILLING AND OVERLAY 8 ,. � O TO SPNEYS CORNER
N— = N GREU 350 TL-3 8.1 2415 A
r ti N
10'PS
x—max x__ x x x x x x x x x x x x x X x x x x x xx x x x
Q --� _ J. _ / y 3 S ELEC
CD�I Q F
nl — .l. 4 A
._
U II 1 /
E—\+OO OQ EXISTING Riw
0p n+50.0' �' Y E EX.R/W
NW < 81.99'RY E .L. EX.MN E . •
.. .. .. .. .. .. .. .. .
. ..
1 A, 1 I
115.0KRT _ __ _. ._ . ._ .- .- - - INEW SREMC SREMC POLE
POLE REMOVED
•k *. * SREMC POLE
REMOVED
-;// WOODS
WOODS 3 DENOTES HAND
0
SIBYL P.GOD CLEARING
DB 1779 PG 927 27
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S I T E 2
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L
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4:
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A
PARCEL INDEX
oc.
�aI PARCEL No. SHEET No. PROPERTY OWNER NAME
—yam
LL
oEa 1 4 JEFFREY TIPPETT,ET ALS
,,�LL 2 4,5 SIBYL P.GODWIN
Viz' 3 4,5 SIBYL P.GODWIN
oi I I SEE SHEET 8 FOR-L-PROFILE
a,
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 L 12+93 TO 19+53 LT TRANSMISSION LINES 0.505
1 L 20+27 TO 21+50 LT TRANSMISSION LINES 0.075
2 L 21+50 TO 23+58 LT TRANSMISSION LINES 0.106
0)
(1)
C/)
a)
TOTALS*: 0.00 I 0.00 I 0.00 0.00 I 0.69 0.00 I 0.00 I 0 0 I 0
`Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
11/13/2019
SAMPSON COUNTY
B-4635
38446.1.2
(Revised 2018 Feb SHEET 1 OF 1