20140467 Ver 1_Br 137 Final Impact maps_20140508

C
Q,
t
0
3
m
M
Q
O
ET
C
a
L
0
0
t
v
c
C
0
i
c
Vi
rc
W
u
v�
—o
o�
N
Qc�
ti
Q
0
0
•
+M
M
O
�i
U
O
U
VICINITY MAP
DESIGN EXCEPTION FOR SAG VERTICAL CURVE & VERTICAL SSD
GRAPHIC SCALES
50 0 50 100
PLANS
50 0 50 190
ft "16 I
PROFILE (HORIZONTAL)
10 0 10 20
�l
PROFILE (VERTICAL)
DESIGN DATA
ADT =
190
DHV =
WA
D =
WA
T =
b %*
V =
55 MPH
*TTST =
3%
*DUAL =
3%
FUNC CLASS =
LOCAL
Afieka
SUB REGIONAL TIER
STATE OF NORTE CAROLINA
DIVISION ION OF HIGHWAYS
ALAMANCE COUNTY
LOCATION: BRIDGE NO. 000137 OVER PINE HILL BRANCH ON
SR 2351 (BETHEL -SOUTH FORK RD.)
TYPE OF WORK • GRADING, DRAINAGE, PAVING, STRUCTURES AND
RESURFACING
'4"�S 8� BRIDGE NO. 000137
200
BEGIN BRIDGE END BRIDGE
-L- STA. 12 +62.73 \ -U STA. 13+45.33
arAre rers iaorccr azerR��a ua
var
Torn
Fxia�t
N.C. 17BP.7.R.62
FIAtE Ffl01. -4
F.�i &Oi AU
���d�
17BR R.62
J.T. Peacock, jr., P.E.
PL?, ROW, UTIL.
& CONST.
RIGHT OF IVAY DATE:
JUNE 4 2013
•
Afieka
DFSfWerNGEVE.E.
PROIECI DFSIG -�' ENGIA'EER
LETTING DATE
KcDGr Co.' %wun.
JUNE 4, 2013
Vir inia Afabry _
_
PRIORl7]' PROIF.CTS OFFICE .HAIVAGER
PERMIT DRAWING
SHEET 9 OF 11
-�F
SR 2351 .L.
AETHEL SOUTH FORK RD TD QU,Qj�NB
TO CLARK ROAD .. — _ _ US-7 ROAD
BEGIN PROJECT END PRO ECT
-,- STA.11 + 10.00 -L- STA* 15 + 00.00
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT 000137........0.059 ml
RAC
RUMUSt, MEP €ER & KAHL, UP
900 RIC IC'N DNO. 01N? 350
RALEIGH, NORTH CAROLINA 27609
hC LICENSE NVE FlUll
188 -571 -1155 OR 419- 07Er9560
LENGTH STRUCTURE TIP PROJECT 000137.......0.015 mi
TOTAL LENGTH TIP PROJECT 000137 ...............0.074 mi
DIVISION
OF HIGHWAYS
2012 SFANDARD SPECIFICATIONS
J.T. Peacock, jr., P.E.
PROJECT F.NGWEER
RIGHT OF IVAY DATE:
JUNE 4 2013
•
Afieka
DFSfWerNGEVE.E.
PROIECI DFSIG -�' ENGIA'EER
LETTING DATE
KcDGr Co.' %wun.
JUNE 4, 2013
Vir inia Afabry _
_
PRIORl7]' PROIF.CTS OFFICE .HAIVAGER
ENGINEER
P.B
SIG,'u1' TURF•
ROADWAY
DESIGN
ENGINEER
PE
SIGNAIDRE, _
LO'ta�0l�.ifRf. POY Yr![ A90�!L71flOtL,. %.

L
0
0
0
L
O
U
t
c
m
E
C
O
C
LEi
vi
LL
0.
i
U
Qo
m
m
m
m�
ti
O
O
O
M
M
O
Fi
U
O
U
VICINITY MAP
GRAPHIC SCALES
50 0 50 100
PLANS
50 0 50 100
I di
PROFILE (HORIZONTAL)
10 0 10 20
PROFILE NERTICALI
DESIGN
DATA
ADT =
190
DHV =
WA
D =
WA
T =
6 %*
V =
55 MPH
*TTST =
3%
*DUAL =
3%
FUNC CLASS =
LOCAL
SUB REGIONAL
TIER
STATE OF NORT11 CAROLINA
DIVISION OF HIGM1,1A YS
ALAMANCE COUNTY
LOCATION BRIDGE NO. 000137 OVER PINE HILL BRANCH ON
SR 2351 (BETHEL —SOUTH FORK RD.)
TypE OF WORK. GRADING, DRAINAGE, PA VING, STRUCTURES ANI;
RESURFACING
sA BRIDGE NO. 000137
oo>
BEGIN BRIDGE END BRIDGE
-L- STA.12 + 62.73 -L-- STA.13 + 45,
SR 2351
AETHEL -SOUTH FORK RDA
TO CLARK ROAD
BEGIN PRQj
L- STA.11 +1
\ � -L-
PROJECT LENGTH
R�[
RUXAu, iMER a "`' tl LIP
9W RIC ljCjO DRIVE, SUITE 350
NC LICENSE NO. f SU'l
RALEIGH, NQRTH CAROLINA 77609
LENGTH ROADWAY TIP PROJECT 0.059 mi
sPeTE P0.W�
t- sae- s OR 919-876-9560
LENGTH STRUCTURE TIP PROJECT 000137.......0.015 mi
17FIR7.111.62
TOTAL LENGTH TIP PROJECT 000137 ............... 0.074 mi
DIVISION
OF HIGHWAYS
7012 STANDARD SPECIFICATIONS
I T. Peacock, J., E.
pROJEC7 F11'GIrXEER
RIGHT OF WAY DATE;
JUNE 4, 2073
Michael T. Merritt, P.E.
PROJECT DESIGN ENGINEER
LETTIA'G DATE:
NCDOT CO.ti7ACT`
JUNE 4, 2013
Virginia hfa &ry
PRIORIES' PROJECTS OFFICE .MANAGER
MALE
i£ifPT 1OSAL
STAFE PdPI6CF HFfYA CV'LE �O. M FE£F'FF
P.7. R.62
sPeTE P0.W�
t,i FdOE Fa
�F- 5[xtl'E'1G -�
17FIR7.111.62
PEJ1015. UT1L.
CONST.
PERMIT DRAWING
SHEET 6 OF 11
TO Q1/AXENBUS'U
ROAD
END PRO ECT
L✓ S TA. 15 + 00.00
iYDRAULICS
ENGINEER
PW
S16=1'ATURE.
ROADWAY
DESIGN
ENGINEER
P.&
SIG.iGS VRF-- _
'iL�cc0==

v
L
et
d
O
0
R
/
Q
i
U
nL
nn c0
ti
0
y
EFi
U
O
U
NOTES: VICINITY MAP
1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE
LIMITS ESTABLISHED BY METHOD II.
2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
NOTES: ANY D EMNON' FROM OPTIONS GIVEN 1V7LL
REQUIRE PRIOR APPROfAL BY ENGINEER
ADDITIONAL EROSION CONTROL DEVICES ALIT
NEED TO BE INSTALLED AS DIRECTED BY THE
ENGINEER.
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
WITH THE REGULATIONS SET FORTH BY THE
NCO410M GENERAL CONSIRUMON PERMIT EFFECTIVE AUGUST 3,2011
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENV7RONMEY7 AND
AATURAL RESOURCES DI17SION OF RATER QUALIM
JIM Clearing and CaruUing Phase
IM Final Phase
RM Both Phases
DESIGN EXCEPTION FOR SAO VERTICAL CURVE
GRAPHIC SCALES
50 5 0 50 ] 0
PLANS
50 25 0 50 1 0
PROFILE (HORIZONTAL)
ILE
STATE OF NORTH CAROLINA
DIVISION OFj[))HIGHWAYS
P LAN FOR PROPOSED
HIGHWAY EROSION CONTROL
ALAMANCE CO UNTY
R LOCATION: SRID35E (BETHEL -SOUTH FORItHRD) BRNCH 0111
TYPE OF WORK; GRADING, DRAINAGE, PAVING, STRUCTURES AND
RESURFACING
Michael T. Merrill, P.E.
R0.411MAY DESIG\ E.WrlNEER
Audrey B. Burneffe, P.E.
M'DRA OLICS F -WE ELP
Audrey B. Bul7relle, P.B.
ER05104 A.YD SEDDI6,lT (:GA' OL DESIG\ ENGINEER
3081
LEIEL III cERMICATION
BRIDGE NO. 000137
BEGIN BRIDGE END BRIDGE
L- S TA. 12 + 62.73 L- STA.13 + 4:
A
SR 2351
a>3TxEL sourx >:oRlz RD TO QrjgI�ENB
TO CLARK ROAD -- USH ROAD -
BEGIN PROJECT END PRO ECT
-L-- STA.11 + 10.00 -L- STA.15 + 00.00
DESIGN - BUILD
TEAM
e I 6T,," PAarrET RrrrA- h'0.
17BP.7.R.62 IF-C-11
PTA" Males "naam araranrrrOP6
76P.7.R.62 PH., ROSP, UT1.1..
& CONST.
EROSION AND SEDIMENT CONTROL MEASURES
�rrcrjptian R.mbal
1630.03 Terop,- -y Silt DHeb .... __- ...... >a
1630.05 Temporary Direr :ion_....,- .- .,.....
1605.01 Temporary Silt Fence._- ........ -. - Ili -Hf -- ]if--
1606.01 Speeid Sediment Control Fence ....
1622.01 Temporary Berms end Slope Drains ...... ....... �~ 1--
1630.02 Silt B.dn Tw B- ..._._ __........ -.
1633.01 Temporary R «k Silt Check Tspe'A_... _ _
RUNMEL, KLEFFFA E KARL, UP
101
RK%K
876
malting and Palya...I..i.de (PAM) .. .. .......
11_688.521 l445550R 919- -9560
1633.02
FOR
DIVISION
OF HIGHWAYS
W.ule /Co €r Fiber wattle .. ........ .........
-rY-
..
2411 ST4NDL4RD SPECIFICATIONS
.T. Peacock Jr. P.E.
1622.01 Temporaq- Rerin+ and Siape Uml-
RIGHT OF WAY DATE:
PRaJECT ENGINEER
JUNE 4, 2013
Alichael T. Merrill, P.E.
LETTING DATE.
PROJECT DESIGN E.NGI.VFFR
JUNE A 2013
NCDOT CONTACT.• Hginia hlab)y
1640.01 Coir fiber Baffle
1645.01 Temporary Stream Crossing
MIEV GUILD PROJECT ENGINEER
TEAM
e I 6T,," PAarrET RrrrA- h'0.
17BP.7.R.62 IF-C-11
PTA" Males "naam araranrrrOP6
76P.7.R.62 PH., ROSP, UT1.1..
& CONST.
EROSION AND SEDIMENT CONTROL MEASURES
�rrcrjptian R.mbal
1630.03 Terop,- -y Silt DHeb .... __- ...... >a
1630.05 Temporary Direr :ion_....,- .- .,.....
1605.01 Temporary Silt Fence._- ........ -. - Ili -Hf -- ]if--
1606.01 Speeid Sediment Control Fence ....
1622.01 Temporary Berms end Slope Drains ...... ....... �~ 1--
1630.02 Silt B.dn Tw B- ..._._ __........ -.
1633.01 Temporary R «k Silt Check Tspe'A_... _ _
1632.02 TYN R .. .. ......... .........
Tempor.rr Rock Silt Check Ttpe'A With
1632.03 Type C_ ..-- ........ .......
__ ...... C
malting and Palya...I..i.de (PAM) .. .. .......
..
O
1633.02
Temporary Rock Silt Check Type-B.- -.
Infilfr.tion Turin ....... ........
....... .V�E4
W.ule /Co €r Fiber wattle .. ........ .........
-rY-
..
1607.01 Gravel Construction Esttranee
IVattldCoir Fiber Rattle
1622.01 Temporaq- Rerin+ and Siape Uml-
1633.02 Temporary Rock Silt Cheek Type B
..ith Pclyacrll.mido (PAM) ...... ._ ............
......
1634.01
Temp.-r Rock Sediment Dam Typt A.._...._
=�sr
1634.02
Temporary Rork 5edimenE Dam Type Ik
1640.01 Coir fiber Baffle
1645.01 Temporary Stream Crossing
163501
hock Pipe Inlet Srdimrat Trap 'Type -A. ..
-.
1635.02
Rack Pipe inlet Sediment Trap Type -B
1630.04
Stilling B. sin, - -- ...... - .. ....... . .. ......
-�
1630.06
1632.01
Rock Inlet Sediment 'Trap:
Type A.--- . ...... ._........ -_._ ....
A
1632.02 TYN R .. .. ......... .........
. ........ B
1632.03 Type C_ ..-- ........ .......
__ ...... C
Skimmer Basin ... ... . .......
. .....
Ti-A Skimmer Basin-
- - -"
Infilfr.tion Turin ....... ........
....... .V�E4
THIS PROJECT CONACL \S
EROSION CONTROL PLAINS
FOR CLEMUNG AND
GRUBBING PHASE OF
CONSTRUCTION.
T;i`fWRONI INIEN'i ALLY
SE:NSITW i RF,e ,(S) EXIST
ON THIS PROJECT
Refer To E. C. Special Provisions
for Special Caasideratio,ts.
PHIS PROJ1: G "1' HAS
BEEN DESIGNED TO
SENSITIVC WATERSHED
STANDARDS.
Roadway Standard 1) a vings
The fo[fowing road*»' eog ish standards as epyear
Raleigh,
in "Road ay Siendard Dtgneirso' - Roadway D-41n
N. C., dated Jaousry 2012 and the latest
Unit - N. C. [lepsrtment of Transportation -
raison thereto are applicable to this project end
by reference Hereby are conildered A part of
these plans.
1604.01 Railroad Erosion Control Detail
1632.01 Rack haler Sediment Trap Type A
1632.02 Rock inlet Sediment Trap Type B
1605.01 Temporary Silt rencr
1606.01 Special Sediment Control Pence
1632.03 Roth inlet Sediment Trap Tivc C
1607.01 Gravel Construction Esttranee
1633.01 Temporary Rock Silt Check Tyne A
1622.01 Temporaq- Rerin+ and Siape Uml-
1633.02 Temporary Rock Silt Cheek Type B
163001 Riser BA
1634.01 Temtporary Rock Sediment Dam Type A
Dam Tyne B
1630.02 Sift Basin T)qe R
163003 Temporary Sill Ditch
1634.02 Temporan Rock Sediment
1635.01 Rock Pipe Inlet Sediment Tree T)ve A
163004 Stilling Basin
1635.02 Rock Pipe Inlet Sediment Trap Type B
1630.05 Temporary Di-nion
1630.06 Special Stilling Basin
1640.01 Coir fiber Baffle
1645.01 Temporary Stream Crossing
1631.01 11st6ng ]tsstallation

TEMPORARY ROCK SILT CHECK TYPE 'A' WITH
EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)
FLOW
B-1--1 it
SEDIMENT CONTROL STONE
EXCELSIOR
MATTING
A p�%n p0 © o p a qCJ A
C��o d ao
6
O 0
-' Q p pp a p O
C� �7
OP q !Ja p Opo p q J?
4 0
p p p p R 4 p 4 o p{] O P
G%O p 06� a v 4�p� q GJO
�] O
Op O S} p 0 O p V Lj p�
O pO O a p "O 4 p
STRUCTURAL STONE as
0
p
Q? R �
v� a j -?5
p11 p p
p 1 pR,
'R2,, L =3 x H
C :: 1 D q�o
p od p o
p� b pO�O
p�OpP
B-
- ,k
2/3 CHANNEL
WIDTH
2' MIN
EXCELSIOR
MATTING
SECTION A -A
See Inset A
NOTES
PROTECT REFERENCE NO. y _ SHEET NO.
I RW SHEET NO. 1
ENGWEER
USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN
A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE
MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
TO BE APPLIED TO EACH ROCK SILT CHECK.
INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
INSET A
CLASS B STONE
EXCELSIOR
2' MIN MATTING
v�] a° v[�
12"
*T H= 12" MIN p 04p O P q CJ o p
°°c
p p19 aOp oho
SECTION B -B —CLASS B STONE
*T = 12" MIN., 18" MAX.
NOT TO SCALE

DIVISION OF HIGHWAYS
STATE OF NORT H CAROLINA
SOIL STABILIZATION TIMEFRAMES
SITE DESCRIPTION
ST ABI LV AT ION TIME
T l MEERAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
SLOPES STEEPER THAN 301
7 DAYS
NOT STEEPER THAN 2:1,14 DAYS ARE ALLOWED.
7 DAYS FOR SLOPES GREATER THAN 50'IN
SLOPES 301 OR FLATTER
14 DAYS
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 401
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.

. J
• �V � I
•
© • ;
1 . 1 � I l i • • •, r
WAR
now
•
11 11
rill � _ .•� i„ �Gig. - �r p '� � .
1
• ■ ■m ■NN ■ ■ ■Nnm ■NN uw ■NUm ■ Y■■■N ■w® �! p�■■��■�Y��� ■Y° ■� n-- ■w
i • •' • ° ■li�ieiYf�S�■ ° ■_!�!
• . , . • . / ♦ • s • 1 • �m wnlN I: •, a m�N�■�w■:�iiiPn ± ■I w ww!enG■w °e ■m ■ ems ■■ ■ine�Ri■ ■� °I ■ � One:
• , • • • 1 ee euueem • •' :e�e■■Monma,'ii■■ul ■■ � 8.ww. �w.N e� ii lli� u■1� NN l�p
• : . 1 ■■M■w■■■■■n tl x■■w■ mn■ CCeee
e :wmmo■w tlu>.wu■m c ■■m ■ n■°■m °o ■ww
n�l�i!l�nm : ■_mnNm ala n!u�� �n��i�!� E ■'° ISM �1
• • • • • • • • / • • • - ' • ee' !!�!l�l��!! °I®E�um■■mo�ni�� ■YUw■� - ! ! - / • w°wnu��■ ■ °■ ■ ■ ■YN■
!IMMN !!A ! m oiii lQ9 �eeeuu�ii�lL� ! !! !!! I�i� 'f' ■� 5i�il ie9e �m!eueeeam
■°■°m. Now �!- ■■ee■■mumi■s!� eenein E ■wi i
ww ■ ■ ■O ■■ gg�� w. m■ 1 - I w. YNY■ ■ ■■■w a e■■W wm
_ !- °::: :::i:tlw■■ !uw ■m■■w■mx w® ��$mee ■: :.�iuim■gl� le::a : °� + + rr ■ 1 e ■n_i:•�w_ ° °�e■e: YiY j� ■■:
�wmm m w■°w ■ w ■m '��!! ! �iiN
mw■w■■ ■ ®e�wm■■w■w °ww■w ■ ® ®wm■■mmu■■■x■■eneR� •, i/ ■ ° ■■■■■ •f I/ ®wi . r m wmC■i NY■ �■ RM
®° iME ENl � emeuu o lem INN umu::m:ew een ee�m�pe ;; . ' em.w a: �p�eu■■e■ !.■
®� wwtl j■tlp■wmwww ■mw u■■mwmwol ■w■w■■m■m ■um■ ■wn :wn ■ww: • I r !oW■ly aae°a�e uYw■■°e:�ie■ ® �ll■em
N ■ @YmmwYNrx■:�■°Y:iwB ■r°■ :i:a ■ ° ■wN ■ww ■wmlw■■Y ®:�: ■::■Wtl: ■Y ■■ I N ° •/ I ■ ■r■Y■ ! 1 • • / ff tlim ■1■ xmmwm
q® �p-�■■ e= m�gpw ■i�emiln■�: i$�l�eee a l�eeeen�■N: �.en �!!■
l��i ! CC�iH ■■ww■ wmw■w■■■w:C mnn■C��s■ �.. 1 ■mCi�rr■ °° �'e■Y■m■NN■■
Y N%■■ww■wo■wwmN■ww i ■m■m. m _ ■ N■ uY■■Nm
®e:em■see■mi�i®m■R®iie �m11INN ■��li A®Ilimi ■■ P ■° li��r!! ! ■nm ■e e.tltl ■ ®® ue �� r : 1 Cn■ ■:: ■ii�l�! ®� i�ii�l®e
in
.n■.N■■.n .. - C ■m +�_■�■■emue l e u'� m eem■� en i iii!!
1 ■ m® e■■ e■■ ee■: C�■ n■ e�■■ �Ce°�"'iii- �"�iii ■i ®iw-Yi■ ■■■■■ � mo ■■■w °� r ■■ ■�■iBlr• - w�pm� ®mw mNn mwmm■ ■x ■us ■ii�e�� ■ww■ :tee!■ °�e�i■n■
■■ °ww■wwrww■o■wmwaw■ mww ■w B tl ■ m■ e� �� a ■Wm■ ■m ■�!! pa ®ee.9 e■ ■N ��p ■
eememe® :e --m w■w■w ■umww■ww■ow■■■mnN■■■m■wN■■■ lade® ■° e� In nail!@ ■ ■° ■■■inn e■miumi i
..mNO.wN.��ii m■imm■mieu■,�■�e ■ul��.!!m ■ :■ l< : ii�i� . ��..� ..Y.. i • e A W a e ■�iC,■. N m ■■ .w uli.wm.
C-�NmwN.NN.N.NwmYwmmwN.N N uY ME in ■ ■am■Y m 9! C _ x' /:f °mn i■mm.liimm■■ -■i i!■ l�Y mo■N■N p�Nww■mN■i e �m
e ■■eue:■:mmm�mn■muueum me■ee: eea ■ -s� ■- •1 mum■i w■ meoeu ■- �1��e■° •tl a ■Oeu tlx ..YN
■1� �w ww■ww■Nw� 3 4d/ f F r m Me�elm■Y■ leeIN ■i�■ e: ME
• � i� ®YiYiii l �iLli.■atl°■anCw °ei-:M 'i •'i C ®!��!! iF��+��'�sa: ... i ?oie �i� � J J mtl■m ■mi Lu uwmw �!°■N■°�m 11m unm • 1
:a:u :u ■e� ■eeem nne ■m !!m'�111 HE ..■ .. ►�� m.wN m ■■ aw °.x.x.mw w ..
■nN ■YN■ Y■ u■ YNrNwY■ wmmrrrr- uwmrmr�r ■°■r.urmw ■Nr■m ■NN ■■■■■om■wN eme eel �'or _ +�I w■w■w ®e ■�riw ...i wi tl■u■m meem ° ■e ®ee
��N mmulliummijumu musE;�liN� � llii� fli! �" !� ! ■�i ° �� e■�ei �! ■■ i •� ■::!■ @ ee�i�i�� ■��� ■� jog
w :; �■ ■n ee N i {x r� lm nY■w■■!!� eeul■m■w mw■ ii.nYm enliwo
e ■CC ■C ■n■ N■ NaY: mNNn:° nw ■■:■:■: ■ ■ne■wY°■N::�■■: ■n -■:■:■ m■Y■ n ■nee ei� !!! - ■�.-.: • - J -�Y eenna'>:rr■■■m!!memeo fee ■m ■■ ei !! ■n
www. l e:e:ilmuuu:mumee���l� l l Eli ■ :ue eke : ■m�_meu:lliiw.m.ww ■w ■�� - , !!®!l l � � ��E w::a�e il�MIlle� •••■u■ A 1111�Jil�:w. _:
-l....ww.��9ifl�ii��ii�i��iiii5i� '�®ie®eneii®i�u -��ii ®iiii••mmw..mm - `iP�i�i�l�u : ■ ■�!I . r" a� i '!!i� ■m: ■m•ae� -iii�i ail i
�� �r .nmw NY.NN. .nY.Y.. emeneae ■ ■ ® ■■ ::■ ee.Y.. w. ■ NY... ■ m e:n:ee
ME ■ uuee : .mw N wm Nn. . e Millilie�lnm�� eeeiil!! i° �u:el�. �,� l���i�;° !�■m� !!°i�iiivl�
wnu ■wiii.H.i■lmmlllm MHNNmtl Nnewtl■■�■i- mtltl9■: l� i !! n w■wwm■n■■u NN ■. n w■■■mwm- all nCCC w i
�i ■uu eu ■ee ee �Ommiilmenmmeee: ■iel e e n®omeun eu® :Q��e� en
e:memnmen ee e ME ll� �i;�ii;ii®iliiii� ®� ME �■�� ! .,. ./ ■m■ l ?�� eem ■eu ■�i�■�Gili mne' .m0� n ■mini3 m■m Mum �@ ewe ■�eei���mu e ,. /, wm..m .per ■iu m.nN.Nw e m mnnm
■■ n neC mww■u■wmu■m■ ■fie■ m N i miimw m .m � M Ems e�E o� � •
m ■ ■�YlNwl:ii�6m■mne ■meu ■ ■ e m■■muuemle■eii wm■NmnY■N.n eel xmYYm 1p��miim ■.w ■;� iwe� m MEwm w
u ■em �� �iili i�s!■ ■e� !�l! uumnumol' -:::® ee ° :� e:: ue a ■eee■e.. ® �e ■w ME
iiiiiii l u ■®e : ieeem:nm_m •wzs::e „� :I Imm� ! ..■ -., !x■n l���= MONSOON nine �lll�!l .mw ■� !! ■ i®ll�l a�
EE [[�� fin■N�mawpBNN
Mm NOME
w:rw rm ■mN m CwCC rN s ■m w ■x.w•w•■ -®--•�
11BEWOiem ■m ■em Yn■■■ wmm■® w�■■■ N■■ nwNw■■■ w- mwmu■■ N.■■.■ ■Nn■ ®m ®wNm■mwwwm°■■ww■�■m■■: ®m: .��eww ®�f�� ■m■■■ . f • • m ®mmwlo •I ®w:■■® ■ ��tl�■.■■tl■�a.■ ■pN■■■■a
■ w■■ ww■ Nw■■ wnxmN°.■■ w■■■ ��l l lmN■w ®Y ■wN ■n■YmwmYw■wll��Md:a:R Mww ■i N■ Ym■■ ■■wl� ltlm ■w■ ■� i i
ueu �uunuueme oe mumne :mn mmumusun!■usum■m o memueuu■� -��� i.BBS ■�i�ii9� SEEN �$■ ■■■■■•IS iim � e s
:B° .wn�e.°. ii�e i l :G�eiu� ®mu®e ■■m : ®m®m■ m�HE !!Eem wwqmmm ��emee� ■ue� ■�emeei� tl onim MI
-m ■xm■e...N een'�m■
■w��®! !�!!e� l��l�� ii�ii�il��� iii t �wNmm■■ ■w �� mw ■e■ ®�
i■eee� ri�ia tlrautl ■m■■tlm■ ®■wmtltl■■�tlmmw■■■wtlm ®■o■ MINE■ =mee ■tlwmw ■.ww� a Emil ■■C wwl�•

PROJECT REFERENCE NO. SHEET NO.
DETAIL A DETAIL B 17BP.7R.62 EC- 5 1CONST.4
SPECIAL CUT DRCHI�" s-!4 TOE PROTECTION 55 • e
WA b S:dtl 1 Eel b Se9ej / • ^n
ot- �,��I$ R-Yl SHEET NO.
M1,•r� i 5.�' yoe• �ybU 83 �NS ROADWAY EGINEER DESIGN HYDRAULICS
+� RS ENGINEER
a
N RETE
d= 10 F+ a- ors Ft BEGIN BRIDGE a CONC
r� �FU�z.- FsRU �, a= 1.0 ta, -L-• STA. ]2 +62.73 aV foonNGs
FROM STA 0 +55 TO STA 12+41 RT O of TA- 1 PSTN JOSEPH ld RICE
FROM STA -13495 TO STA-14+24 IT k
41
ro
m
a
4;
e
a
a
i
u
w
a
0
0
u
n
U
r6
OB 403 1 E09 '1i�,a r273.y p r
-L- POT Sil 10- +00.0(? 02 z,_6 E 4.3 pS fil G d KlvBERLY L BYRD h
• z 35. w z
CB 1395 PG 64
SV E4 PC I9
® BEGIN PROJECT
CLARKSON L HADLEY -L- Si 11 +10.05 If Of EAT 'c END BRIDGE -L- POT Sto. 15 t6f.74
AnO ; -L- STA. 13 +45.33 NOTE: CONCRETE PORTIONS E THE ASSIST V FOOTINGS
CB 465 FG 829 ,
MAY BE LEFT IN PLACE TO ASSIST WITM STABILITY
RETAIN 035T.
+49.00 464.00 f �s a °r CUT DITCH END PROJECT
xJ' 60' -L- STA. 15 +00.00
pE RW EX R'W 'Loos r� INSTALL REFORCSTATION CR
25' �., •,: " ,�\- ' 21' S AS DIRECTED BY ENO
w w �.,L,_,� weao5 To .PRO7eenoN 25'
APER {
() ESY DE AI PSRM rN'ER
To 040 x 56 50 SY B $ SCE DETAIL SHEET RF -_.3
...... ... - _ ......�..� EXIST, - ..•,,...._::...rx,.�- ,�--e. __- __._- .,���.
59 23f"
S 21 05' 080 B FtirwLi-kt� "" FD
~
- .'?v+� -� r!m - u ` �4 70N Cdr �\ \
TU€ UE a SY GE "'sue
0 F 1 BEGIN BRIDGE END BRIDGE
7llE 4v2.o' vJ0_Q.a -L- POT STA12 +bZ73 -L- POT STA13f4533
k O.DS "1 I q ,nv "o H'0� I;T so.00 seECIAL� e °t sRPFS E `OY1' ' ' GRAD 50
So' ENS TIE TO W woocs
EST SO SY PSR�.1' ' O�fl',- L �]
Ex RW tL+T DlT H EF a \ e TIDE TYP€ -III TYPE ll T!,
SEE DETAIL A riw FL r
-L- PT S1o.12 +1514 "A" RIP RAP IL 5 ?1..
EST 60 TONS i', i 0 0 EX.I -
EST 65 SY FF REF C �y EX RW ci b b
1W1T OF FROSTING C RITE �<
L - Ell SRG
TRANSPORTATION FOOTINGS ^ �
-L- PC 510. 10#1519 FACILITY + cuss H RIP RAP -L-- PT Sill 15-t51.42 nl o b TA !3+
£C R EST 50 TONS .........._. _...... -.
-L- PC Sto. 13+45 EST 55 SY fF
Place Ci31Y Fi13aY Mc111il1g G ��50 IYPf -III TYPE -III GRAU -350 TLi
®
1-or Work Under Bride BEGIN APPROACH SLAB END APPROACH SLAB
.195£PH V RICE AIUEiC S1Yer B 44# -L- POT STA12 +51,88 -L- POT STA13+56J8
pp 403 Pc E.
-._ -- - . . q SKETCH SHOWING ROADWAY IN RELATION TO PROPOSED STRUCTURE
Ha Sc C10fk5an l
Rac+ley Sara Came Peac9
0B 0465 PG 4E5
N 76871! !890363 SIGN EXCEPTION FOR VERTICAL CURVE & VERTICAL SSD? =1 $ +
_
R/R SPIKE IN 2! OAK
B1A "1 ELEVATION 500.82 - DE
t .T µ1 _ +
{
1
BRlpGhYORALI DATA ± 1
- - -
#
}} ST
tr1 i
®!!! EE®Ilnllnl!� • , �.� ! ®� a ■T1i�rl sn`fe :.uiu tl ,�ur'®!� '.�I®n®w�ia■
t■miNU ■ ■m ■! imiia iawm■m�■! �w■uwuu ■■u■ * -+ �iu■ ■ ''�EPhma■ !■o iuuu■■uuu■uuu■ ' 1
it�R ■ ■N■■■uB NMNN�w ■u ■ ■vi ■ "' ■ ■� ■uu ■ ■uuuu■■ A : =0 ■.. y �O:Oi Si m° ■u ■u ®1■u ■ ■u■■
f Wllm ■■ JO Ji mu
nn11ni11��11 � ® 1® Hill® ®Inn ®�1n�n is mom !BE m ■!�:� 1
li me l;nnnn M11I M i !!nlin�!!����® 111 �: `i - 0 MI 1®111101
i!!
�ME
RE■
!�!lll�llnn ®m ;'� ■u■■iuu■ ®■uu um■ ■■u 1 'I" . • i u s ■■u■ !� u ■�
uumumi�i ■�1�1 1®B n 1n ®nCl 1 mill
EM 1011101MEMIM !�111 �� i1 = ' + _ �`i u.....uS �!�.u...ENE =Mom u m • mm mu■■■um■ uu
NMI B ®A. 1 I �Innln.. III®� ! Im .u....u..ua.uuu.uuu ■u.uuu...... u.u..■uu uu.u. u.umu■�■ . !� "� m :n®1 ® ® ®In ®11®1 11 ®I mm�l�� inn: s mi °° ■■MIS HIM
mu ■■■mu ■■■p ■
nlo1®. 0. BE lEii p, liu I MR
® ■.uu■
11n!11m1
m■
uu■ :1 NONE
ME
nu�Munllf�li�lt �9ju:■� r t e�- J � ®® � 1 � ■■■■ B 1
�nl®nnnll ■■m ■ ■.R■mu■■m I lOnn ®� umwu IIe11BnME 1i
1111 Inoal ■uu■■mmuumuu.m■■um ■uuum .umuu■ JJ . �: rJ �f °1°■` uu ■u. ■o.u.uuu.uu 1
==EMU.g!i11■um..�! ��1 $ � •: • 1� le a °�
■■u■u m nn1n11 um ■uuumumm I m ua ■.m 1:
numnnl!! m� u■ sumu■u u ■ 1 "u�linnni®�IC�i n:'�1 ■■u ® D iu n� ■i"i
11IMI lnl11 'm ! ® i InE �! �! a' I IIC�! °— 11111111
a■�■� uum■usum mu mem■■ ••/ nuu■wu um ■® u■
■ ■ ■i■mui u■iim ■� ■■ luul ■■ ■m■ ®u um■urummu■m■■■wiw
�!® i E!!! nn ■.m!�■m■� u .uu B�
II■eu �e■�uuNuuu U. Y■■p■u�u . ■I.nvlli!1 l an ° 1®n!l nl■I■ m! l ®m ®i ��1�■ ■ 1 "n■ _� - ■■1,1m � I1111i� la1■�1l�Illni� ! .wIlln. lWl� !�iii�® l am� ■m.■! m. !®!
YO !
PREPARED f MIMES l .nasnl
-u.RK%K
m !� u ® o
Ill NORTH CAROLINA 27609-3-?60
10+00 11 11 11 11 11 16+00
HIM1111111111llinillii� a
ai■u■ ■
Jf "
!�f n
®ua ,
r frf ■
w■■ue: ■
u ®
®■un
■u i
i •J J
"f !
,r r r
■ w
■i�® u
u u
mu°'n�11i11n ®
®In��l u
!� ®
u u
uu■■■u■■ i
inuu u
um■ J
J f
ff rll a
� �
�
11 M
M� �
�! _
.m..! !
®lnlu!!�!!���lnllnl� M
M D
DEN. �
� _
` �
�! !
e �
! �
0lilnnl Q
Q ■
� ®
_nni� .
■ !
immimi1n11�11N i
imin!11 _
®0ILo■l.�H® �
uu■ M
_ +
MMEN� r
! f " ! f / �
�� u
�aaIn e
p■■��p■■ s
um ■
�Iln ®
®�11
■umu
Ilium °
uumME W
°ammu■m ■
■u�a� ■
®In �
� ■
!® ■
■nin■ i
i u
■ ■
■ �
muu■wo ■
umum■uuumum n
__ ®
o■su �
n _
��JU@'uu u
��� °
°uu ■
■■ ■■® !
r f "
i■i��aau■■■■uuuu p
u ■u■■■u ■
d '
im ■
■■■■
®�! N
NINE u
� �
■1 ■
■■u■ ■
� �
u■ m
� u
■■uuuu■ o
_ !
®� �
r • • !
� �
��IM�Y d
'M■■u .
■ ®
nl� m
WREN �
u !
!! !
! u
uui! r
r. I
�� !
In !
!i!RR�= 1
11 ®
!. r: r ■
■° ■
■ m
Emi W
11
■um■® m
mun1® ®
®Innln ■
■ ■
■muum■unum■■iur '
' a
aa■■ummu■ m
muummu n
n ®
® ®` �
WREN! n
si'u■uw■ I
Illn��i�! l
muu m
muu n
nn1 1
inn! ®
®■u ■
■ ■� •
u ■
•• �
■u ■
�'nl 1
1®n111n1w n
nln�Ir i
`� �
� ,
inn ■
■ ■■■9■ 7
■°•�� �
7 m
�n'iiuu■um s
� ■
■'°■' "
!,NONZERO
mu
l:l;■■uu■
"°•••
IBM i
i 1
1 !
n ■
!I �
■ ■mumum ,
ii!lii `
, /
, f •
• �
�e�jno i
/ IL
i I
I i !
!!��ME !
n
R �
�In®1■■
it�R ■ ■N■■■uB NMNN�w ■u ■ ■vi ■ "' ■ ■� ■uu ■ ■uuuu■■ A : =0 ■.. y �O:Oi Si m° ■u ■u ®1■u ■ ■u■■
f Wllm ■■ JO Ji mu
nn11ni11��11 � ® 1® Hill® ®Inn ®�1n�n is mom !BE m ■!�:� 1
li me l;nnnn M11I M i !!nlin�!!����® 111 �: `i - 0 MI 1®111101
i!!
�ME
RE■
!�!lll�llnn ®m ;'� ■u■■iuu■ ®■uu um■ ■■u 1 'I" . • i u s ■■u■ !� u ■�
uumumi�i ■�1�1 1®B n 1n ®nCl 1 mill
EM 1011101MEMIM !�111 �� i1 = ' + _ �`i u.....uS �!�.u...ENE =Mom u m • mm mu■■■um■ uu
NMI B ®A. 1 I �Innln.. III®� ! Im .u....u..ua.uuu.uuu ■u.uuu...... u.u..■uu uu.u. u.umu■�■ . !� "� m :n®1 ® ® ®In ®11®1 11 ®I mm�l�� inn: s mi °° ■■MIS HIM
mu ■■■mu ■■■p ■
nlo1®. 0. BE lEii p, liu I MR
® ■.uu■
11n!11m1
m■
uu■ :1 NONE
ME
nu�Munllf�li�lt �9ju:■� r t e�- J � ®® � 1 � ■■■■ B 1
�nl®nnnll ■■m ■ ■.R■mu■■m I lOnn ®� umwu IIe11BnME 1i
1111 Inoal ■uu■■mmuumuu.m■■um ■uuum .umuu■ JJ . �: rJ �f °1°■` uu ■u. ■o.u.uuu.uu 1
==EMU.g!i11■um..�! ��1 $ � •: • 1� le a °�
■■u■u m nn1n11 um ■uuumumm I m ua ■.m 1:
numnnl!! m� u■ sumu■u u ■ 1 "u�linnni®�IC�i n:'�1 ■■u ® D iu n� ■i"i
11IMI lnl11 'm ! ® i InE �! �! a' I IIC�! °— 11111111
a■�■� uum■usum mu mem■■ ••/ nuu■wu um ■® u■
■ ■ ■i■mui u■iim ■� ■■ luul ■■ ■m■ ®u um■urummu■m■■■wiw
�!® i E!!! nn ■.m!�■m■� u .uu B�
II■eu �e■�uuNuuu U. Y■■p■u�u . ■I.nvlli!1 l an ° 1®n!l nl■I■ m! l ®m ®i ��1�■ ■ 1 "n■ _� - ■■1,1m � I1111i� la1■�1l�Illni� ! .wIlln. lWl� !�iii�® l am� ■m.■! m. !®!
YO !
PREPARED f MIMES l .nasnl
-u.RK%K
m !� u ® o
Ill NORTH CAROLINA 27609-3-?60
10+00 11 11 11 11 11 16+00
m■
uu■ :1 NONE
ME
nu�Munllf�li�lt �9ju:■� r t e�- J � ®® � 1 � ■■■■ B 1
�nl®nnnll ■■m ■ ■.R■mu■■m I lOnn ®� umwu IIe11BnME 1i
1111 Inoal ■uu■■mmuumuu.m■■um ■uuum .umuu■ JJ . �: rJ �f °1°■` uu ■u. ■o.u.uuu.uu 1
==EMU.g!i11■um..�! ��1 $ � •: • 1� le a °�
■■u■u m nn1n11 um ■uuumumm I m ua ■.m 1:
numnnl!! m� u■ sumu■u u ■ 1 "u�linnni®�IC�i n:'�1 ■■u ® D iu n� ■i"i
11IMI lnl11 'm ! ® i InE �! �! a' I IIC�! °— 11111111
a■�■� uum■usum mu mem■■ ••/ nuu■wu um ■® u■
■ ■ ■i■mui u■iim ■� ■■ luul ■■ ■m■ ®u um■urummu■m■■■wiw
�!® i E!!! nn ■.m!�■m■� u .uu B�
II■eu �e■�uuNuuu U. Y■■p■u�u . ■I.nvlli!1 l an ° 1®n!l nl■I■ m! l ®m ®i ��1�■ ■ 1 "n■ _� - ■■1,1m � I1111i� la1■�1l�Illni� ! .wIlln. lWl� !�iii�® l am� ■m.■! m. !®!
YO !
PREPARED f MIMES l .nasnl
-u.RK%K
m !� u ® o
Ill NORTH CAROLINA 27609-3-?60
10+00 11 11 11 11 11 16+00

PLANTING DETAILS
SEEDLING /LINER BAREROOT PLANTING DETAIL
HEALING IN
1. Locate a finding -in site in a shady,srell
protected area.
2. Excarvte a flat bottom trench
12 inches deep and prmide drainage.
3. Rael,fill (lie trench stilh 2 inches well
rotted sassdust. Place a 2 inch layer of
smell rotted sasi•dust at a sloping angle
atone end of the trench. I-
4. Place a single lay,;r of plants
against the sloping end so that
the root collar is at ground level.
5. Place a 2 Inch layer
sawdust over the roots
n sloping angle.
f
6. Repeat layers of plants and sawdust
as necesvey and Muter thoroughly.
?u iEa 1] JL�
RIM M . J ► Fn li
,1=L
JL =1L 1E =1E=
1. Insert planting bar
1- JL =JI— E lE -o
L 71 -It -L
11= J1 =J1-
=1L
al =J[-1l JL Jl JE:
;IE11JL�l���I1�lL�EIL
DIBBLE PLANTING METHOD
USING THE KBC 131- ANTINE BAR
1 =LL =JL iL�
]I JL- Jl�il
b JIAJt —:ll, t
II- III. =11-
JI Il �i li J =JI
r—
=)I -i1 :l IL JI
ulL��liltlllEIL�EJI
11= 1E= 1L-- JL�JE =_lE__ S. Push handle fan'Pard
firming soil at top.
iIi1�1L� 3. Insert planting bar
2 inches tow&rd planter
from seedling.
AWAO
1 Il llr.�]I =JE =]E
I[= =Jf 1d- iE=JE=
]I ll-1l � JI =1I
I��II� lElllE= "r�E�_II�
PLANTING NOTES:
PIAN'TING BAG
Flaring planting, seedlings
shall be kept in a moist tA
canvas bag or similar
container to prevent the
coat systems from drying.
KBC P1.Ai F NG BAR
Planting bar shall hate a
blade with a triangular
cross section, and shall
be 12 inches long,
4 inches wide and
i inch thick at center.
"An
n`AT6 ri4lStr ¢rase cs Ne
9REr
�g[35
.C.
17BP.7.%62
IRS -i
SYCAMORE
roan MMM
25%
r.'Kw Na
xaasrr»x
12 in - 18 in BR
25%
BETULA N�TIGRA
RIVER BIRCH
REFORESTATION
❑ TREE REFORESTATION SHALL BE PLANTED 6 r, r. TO 10 FT. ON CENTER, RANDOIAi SPACING,
AVERAGING 8 FT. ON CENTER, APPROXMIATELY 680 PLAINTS PER ACRE.
REFORESTATION
MIX-rURC, TYPE, SIZE, AND FURNISH SHALL CON ,01211 TO THE FOLLO117NG1
25%
LIRIODENDRON TULIPIFERA
TULIP POPLAR
12 in - 18 in BR
25%
PLATANUS OCCIDENTALIS
SYCAMORE
12 in - 18 in BR
25%
FRAXINUS PENNSYLVAINICA
GREEN ASH
12 in - 18 in BR
25%
BETULA N�TIGRA
RIVER BIRCH
12 in - 18 in BR
ROOT PRUNI s, ";
All seedlings shall be root REFORESTATION DETAIL SHEET
pruned, if necessary, so that
no roots extend more than N.C.D.O.T. -ROADSIDE ENVIRONMENTAL UNIT
10 inches below the
root collar.