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STA. 10+60 -L- BEGIN TIP PROJECT U-5794
BEGIN CONSTRUCTION U-5794
STATE OF NORTH CA ROILINAl
DIVISION OF HIGHWAYS
WILSON COUNTY
LOCATION: SR 1309 (BLOOMERY RD.) FROM US 246 ALT. TO SR 1382
(PACKHOUSE RD.) AND SR 1382 (PACKHOUSE RD) FROM
SR 1309 (BLOOMERY RD) TO NC 58 (NASH ST NW)
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND CULVERTS
WETLAND AND SURFACE WATER IMPACTS PERMIT
STA. 59+80 -L- END TIP PROJECT U-5794
END CONSTRUCTION U-5794 SITE I
SITE 2
-Y- SR 1382 (PACKHOUSE RD)
STA. 10+23 -Y- BEGIN CONSTRUCTION
-L- SR 1309 (BLOOMERY RD)
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-Y- SR 1382 (PACKHOUSE RD)
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CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF WILSON
RATE
RATE PROIDR RSPSS— MA
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TOTAL
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SITE 6
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GRAPHIC SCALES
DESIGN DATA -L-
PROJECT LENGTH
PREPARED FOR JAKE Prepared In the Offlce of:
GREEN DIV 4 NORTH
HYDRAULICS ENGINEER
CAROLINA DEPARTMENT
50 25 0 50 100
ADT 2021 = 4,300
ADT 204= 7,600
K 0 11 %
LENGTH ROADWAY TIP PROJECT U-5794 = 3.654 MILES
TOTAL LENGTH TIP PROJECT U-5794 = 3.654 MILES
OF TRANSPORTATION
IN THE OFFICE OF:
P.E.
Of NORpy C
1e y'
e s
2018 STANDARD SPECIFICATIONS
STEVEN L. SCOTT, PE
PLANS
50 25 0 50 1 0
-
D 65 %
— ° *
T - 4 /D
V = 50 MPH
* TTST =1% DUAL =3%
RIGHT OF WAY DATE:
OCTOBER 22, 2019
SIGNATURE:
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OR
PROJECT ENGINEER
MATTHEW COPPLE, PE
ROADWAY DESIGN
ENGINEER
PROFILE (HORIZONTAL)
PROJECT DESIGN ENGINEER
10 5 0 10 20
FUNC CLASS = LOCAL
LETTING DATE:
AUGUST 17, 2021
JAKE GREEN, P.E.
P.E.
SIGNATURE:
TRAMse
PROFILE (VERTICAL)
NcnoT CONTACT

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PROJECT REFERENCE NO.
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Raleigh, NC 27603
Fax 9 9789'9591
I License: C-2197
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SEE DETAIL 10
CLASS "II" RIP RAP BANK /
AND SCOUR HOLE STABILIZATION
SEE DETAIL 49
EST. 188 TONS
EST. 219 SYGF
LAKE NILSON BOARDING KENNELS
45
SITE 2
SITE 3
DETAIL 10 DETAIL 49
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50
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15 TONS
27 SYGF
PROJECT REFERENCE NO.
SHEET NO.
U-5794
/0
RM/ SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
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III II - N\ ROAENGINEERSIGN HYDRAULICS
License: C-2197
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_' SHEILA R MATTHEWS, ILERI C,UNLESS ALL SIGNATURES COMPLETED
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EST. 46 TONS /EST. 103 SYGF DDE=86 Cy
JOHNSON MILER OEVELOPEMENT CO INC
SEE DETAIL 29
®DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PERMIT D RAW I N G 50' 01 50' 100, 150•
SHEET 12 OF 24 GRAPHIC SCALE
DETAIL 41 DETAIL 44 DETAIL 45
SPECIAL LATERAL DITCH SPECIAL LATERAL DITCH SPECIAL LATERAL GRASSED SWALE
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B= 2 Ft.
FROM STA. 105+65 -Y- TO STA. 106+25 -Y- RT FROM STA. 105+50 -Y- TO STA. 105+77 -Y- LT
FROM STA. 103+50 -Y- TO STA. 105+60 -Y- RT
15+61 -Y- RT 12 14

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Qr /2.33' /�✓_ - 0 /t.. \ / Fax:[phone]
`\ v i Limns9.789.97 ENGINEER ENGINEER
\x III ROADWAY DESIGN HYDRAULICS
� License: C-2197
A\\ \ > /I J �--- \ ✓ — _ _- _ _ INCOMPLE E PLANS
--j'm'
17"2
MICR NA AIMTE. { < III ' II all II O I, - I1 �J ,6 1 / J� \ - / ��' 1 \ DOCUMENT NOT CONSIDERED FINAL
I (( / \ R MATT NS.(LER) '•• UNLESS ALL SIGNATURES COMPLETED
JTED MAr E*S� ,. i �...J J v l\ Q
SPE II, 1
DIT IAL LATERAL. y'IQ 00
LATE."
V lij Al
O
SE ETAII�4 � / "-
A-- I ol;hl I I I I
III END SIDEWALK AND SPECIAL LATER�L 2 FOOT
-6'C&G MARTHA I �: —�
I I-Y- STA103+64 S NIME �I BEGIN CONSTRUCT/ON �L / BASE GRASSED SWALE
OFF 544VLT. I I hI -Er6- STAI4+80 TjED MATTFEwS /— SEE DETAIL ,
77
OUTLET CHANNEL PR T N - a J PIPE C ANNE ROTECTION
_ ,qq PAD CL.'I RIP RAPT
CL. 'B' RIP RAP / < I I I�I If I BEGIN SIDEWALK AND Ilx }ti/SAT DISH EST.,b3 TON
$
EST. 12 TONS sr \ III I ��`VVV jj ' Q'-6'C&G ESY 70 SYGF
EST. 22 SYGF ESP
33
f SEE DETAIL 3 -r- 5TA103+% I S€ DETAIL 6
0 / SPECIALlE OFF 5398'L7. / / SR,Et1 R MAti N$.-0.fRI \\ \ C /, % l�
So d IL 44 JL
,� / coMc f/ —-xIPECIAL, D�H_115I �"I SFE PEA IL 44 I,T of \ I�STp G U RAP
P �-�� X
/h 1I'
C O
^VF Lf xIP; o HI ( 1Y cu�rlvnTeD MILER �OPEIENT CO NC
,Q LJ 6.,, * s v1./ ?i C 1�" < - Io�I ._ .. WOODS I ` SEE DETAIL \ �\
W C@ 151" RCP -Iv - •� rt E-- 3 �il _ I I 37
I = >< — --= CB W3 �'-E ,I> V CHANNEL-CUTILET PROTECTION
RAP J \
EST. 24 TONS
LLJ__ - __-._-- _ � CB -__ l� .-. =-8, E I I,II / EST. 39 SYGF
W W 2 '--_ R — E DITCH SPECIAL LATERAL V SEE DETAIL 35
SEE DETAIL 44
= E woods — — -----
_—_
� ESE
ass 5'CONCRETE
V C
36"CONCH � -�
SPECIAL LATERAL 'V'
DITCH
EE DETAIL 50
fYLI 1 � � lam/ PTR
/ 6•GURe & GUTTER
7 , SSPEE „� EL LA (TIELDLETEAIOLRAL/ O7`4,1 \ S I EL GLARTASEES ED2 SFWIOAO4LT
ASEbICH r Ll
DETAIL 42 GRASS
SEEWILL
\`-
\ OO
_ /l CH
_
f .A SPECIAL ERAL 2 FO T ISOND o SPECIAL�C�UT 'V' E;
W \ PI NLET CHANNESF-
L PROT ION SPECIAL LATERAL'V' DITO-1 T� SEE D - / �� I S SEE DETAYCf13 V \\
C 'RIP RAP SEE DETAIL �9� -'••/ �' �HEEi ( 's'� - S eNS `•
a
D IL 52 \� `I` '�Ay(}S � E TMAN SPECIAL CUT_2 FOOT !l 4 \ \�
�^'�" BASE GRASSED SPJAL€� , \ DELAND E FERRELL E --
E \ '�
2 OT BA - `"� $ 14B J SEE i3ETAIL
N T B 4D� CHT. 14 SYGF (� ! �. -_ _ SPECIAL
l'f SIT II PIPE IN CHANNEL P TECTI�N r'
W '('RIP RAP 1 _C II V /` ,✓ CL.'I(','S`I RAP I `� �� CrD��i
2 7.82% / \,s 17 \ / ./ EST. $b TO Cx - SEE DETAIL 24 I� , HW T (7
E . 4 TONS /EST. 35I SYC# \ \ / \ / EST. DE SYGF R\ / J lg" F
oD E=6 CY J I \ ( /° SEE DE]\AIL 36 838� C��
SIE (DETAIL 34/ M E� s I Z y
/ SPEC19cC CUT 2 FOOT /— �D I /J C ✓�'�l
BASE DITCH I \ / / I (� 7`T� �T1� / / °"� — \�/ 1,) \ `\ / SPECIAL CUT 2 FOOT
J I /�/6 � i� I sI �/ BASE DITCH J
\ SEE ETAI(( lq /
�� SEE DETAIL 1
/ 4 FOOT BASE STANDARD DITCH
W/CL'B' RIP RAP63
EST. 46 TONS /EST @03 —Y8
ODE=86 CY JOwiSON D OPE1NfNC
f
®DEN
SSURFOTES ACE WATERTS IN
DENOTES TEMPORARY (\
{�L.1 IMPACTS IN SURFACE WATER
PERMIT D RAW I N G 50' 01 \50 10* 150• \
SHEET 13 OF 24 GRAPHIC SCALE
1-7 SEE DETAIL 29
DETAIL 41 DETAIL 44 DETAIL 45
SPECIAL LATERAL DITCH SPECIAL LATERAL DITCH SPECIAL LATERAL GRASSED SWALE
INN to Scale) INNto Sc-) (Nptt. Sc.Ie)
Fapt
Difth I D'n h
NoNml A'� of Slope N t r l 1 3', o Slope Not oc t FmM
Ground Jj D F\lac Ground 3,.Io D ��oKot Groun o''c D F\ a Diif,h
Min. D= 1.5 Ff. Min. D= 1 Ff. LB,I Min. D= 1.25 Ft.
B= 2 Ft.
FROM STA. 105+65 -Y- TO STA. 106+25 -Y- RT FROM STA. 105+50 -Y- TO STA. 105+77 -Y- LT
FROM STA. 103+50 -Y- TO STA. 105+60 -Y- RT
STA. 105+61 -Y- RT 12 14 2.5' I \ 1 \

PERMIT
DRAWING
SHEET
14 OF 24
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
®DENOTES
IMPACTS IN
SURFACE WATER
DETAIL 36
PIPE OUTLEDINLET CHANNEL STABILIZATION
AT JS
( Not to Scale)
N rE r I
noun "'Mz to round
nF M d
CHANNEL BED
(B)
Type of Liner = Class 'I' Rip -Rap
I P� Tons RR 8
STA. 105+75 -Y- LT 25 43 4.5'-6'
STA. 105 + 61 -Y- RT 12 14 2.5'
DETAIL 41
SPECIAL LATERAL DITCH
( Not to Scale)
Front
Ditch
Natural A'1e< Slope
Ground
Min. D= 1.5 Ft.
FROM STA. 105+65 -Y- TO STA. 106+25 -Y- RT
DETAIL 44
SPECIAL LATERAL DITCH
( Not to Scale)
Front
Ditch
Natural 3'�oeC Slope
Ground tc\O�
o{fer D
r
Min. D= 1 It.
FROM STA. 105+50 -Y- TO STA. 105+77 -Y- LT
DETAIL 45
SPECIAL LATERAL GRASSED SWALE
( Not to Scale)
Natural .\ O" Front
Ground `�'j p• �e< Ditch
ory@r D F\O slope
r
B Min. D= 1.25 Ft.
B= 2 Ft.
FROM STA. 103 + 50 —Y— TO STA. 105 + 60 —Y— RT
SPECIAL LATERAL 2 FOOT
BASE GRASSED SWALE
SEE DETAIL 45
TEMPORARY
IMPACTS IN
SURFACE WATER
TEMPORARY
IMPACTS IN
SURFACE WATER
I � I
A
ICI
I I
SPEGIIAI LATERAL
I I 1'V' DITCH
SdE bETAIL 44
II I
I I
REMOVE 1321' OF I
10 FL,LXI PIPE
Z I I
I I I Qv�
I I ^
50, 0' 50, 100,
GRAPHIC SCALE
19
mime t _
I ON�—
II L
V
W001
u: v
m
0
��- — FA
•jw� A
,i ►♦!J
_s
�j
HW
L SPECIAL LATERAL 2 FOOT
BASE DITCH
SEE DETAIL 41
PIPE INLET CHANNEL PROTECTION
CL. 'I' RIP RAP
EST.26 TONS
EST.29 SYGF
SEE DETAIL 36
IRaleigh, NC 5 Fax [phone]
PIPE OUTLET CHANNEL
PROTECTION
CL. 'I' RIP RAP
EST.43 TONS
EST. 70 SYGF
SEE DETAIL 36
PROJECT REFERENCE NO.
SHEET NO.
U-5794
14B
RW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
INCOMPLE
E
PLANS
DO NOT USE FOR
/ W
ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SITE 4
3X ENLARGEMENT

PROJECT REFERENCE NO. I SHEET NO.
z
0
IA
a•
OD
00
ww
PERMIT DRAWING
SHEET 15 OF 24
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
®DENOTES IMPACTS IN
SURFACE WATER
DETAIL 36
PIPE OUTLEDINLET CHANNEL STABILIZATION
AT JS
( Not to Scale)
N rE r I
noun "'Mz to round
o �ti
nF M d
CHANNEL BED
(B)
Type of Liner = Class 'I' Rip -Rap
II P� Tons RR B
STA. 105+75 -Y- LT 25 43 4.5'-6'
STA. 105 + 61 -Y- RT 12 14 2.5'
DETAIL 41
SPECIAL LATERAL DITCH
( Not to Scale)
Front
Ditch
Natural A'1 ttel Slope
Ground .7
Min. D= 1.5 Ft.
FROM STA. 105+65 -Y- TO STA. 106+25 -Y- RT
DETAIL 44
SPECIAL LATERAL DITCH
( Not to Scale)
Front
Ditch
Natural 3'�aeC Slope
Ground `?'7 tc\O�
o{fer D
r
Min. D= 1 It.
FROM STA. 105+50 -Y- TO STA. 105+77 -Y- LT
DETAIL 45
SPECIAL LATERAL GRASSED SWALE
( Not to Scale)
Natural 01 Front
Ground F 'JQ p p. Stet Ditch
oyes F\Q Slope
LBJ Min. D= 1.25 Ft.
B= 2 Ft.
FROM STA. 103+50 -Y- TO STA. 105+60 -Y- RT
SPECIAL LATERAL 2 FOOT
BASE GRASSED SWALE
SEE DETAIL 45
TEMPORARY
IMPACTS IN
SURFACE WATER
50' 0' 50' 100'
GRAPHIC SCALE
TEMPORARY
IMPACTS IN
SURFACE WATER
BASE DITCH
SEE DETAIL 41
PIPE INLET CHANNEL PROTECTION
CL. 'I' RIP RAP
EST.26 TONS
EST.29 SYGF
SEE DETAIL 36
S ' I 1 Glenwood Avenue
Raleigh, NC 27603
Tel:[phone]
Fax[phone]
License: C-2197
Engineei! 8 Construction, Inc.
PIPE OUTLET CHANNEL
PROTECTION
CL. 'I' RIP RAP
EST.43 TONS
EST. 70 SYGF
SEE DETAIL 36
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLET PLANS
DO NOT USE FOR /R' ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SITE 4
3X ENLARGEMENT

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PERMIT DRAWING
SHEET 17 OF 24
50' 0' 50' 100' 150'
GRAPHIC SCALE
T S DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
®DENOTES IMPACTS IN
SURFACE WATER
E E DENOTES EXCAVATION
IN WETLAND
® DENOTES FILL IN
WETLAND
X
Q
�v TBM-
WOOL
SEE DETAIL 16 SEE DETAIL 12
SPECIAL CUT
DITCH -
SEE DETAIL
ET�StMG RAW
'VIA
'
SR 130 T 10i P�
/
EDWARD STUART TURLINGTON
86
I
1n
M
INV.0uT=134,25'I
TOP=142.80'
I EI
SPECIAL LATERAL 4 FOOT
BASE GRASSED SWALE
SEE DETAIL 22 �I
90
EDNARD S 3 REBECCA TURLNGTON
LATERAL 4 FOOT I L CHANNEL
BASE DITCH J CLEAN-OU
SEE DETAIL 30-
DETAIL 21
SPECIAL LATERAL BASE DITCH DETAIL 22
I Nor ro Scolel SPECIAL LATERAL GRASSED SWALE
(Nm ro s<mel
or Front
Dirch Narural Franr
ory I ° I f Slope Groun ! 'j� ete Dikh
u Min. D= 1.00 H. e D f� r Slope
B= 4 Ft. B Min. D= 1.25 Ft.
B= 4 Ft.
FROM STA. 137+58 -Y- TO STA. 138+82 -Y- RT
FROM STA. 136+93 -Y- TO STA. 137+45 -Y- LT FROM STA. 136+04 -Y- TO STA. 136+93 -Y- LT
S ' I 1 Glenwood Avenue
Raleigh, NC 27603
Tel:[phone]
Fax :[phone]
License: C-2197
Engineering 8 Construction, Inc.
O
N
i
¢
O ��E33
92
O
SON CO. Z
EE D AIL 30
SPEC L LATERAL 4 FOOT
BAS DITCH W/CL.'B'RIP RAP
ES . 58 TONS
EST
.126 SYGF
SEE DETAIL 26
DETAIL 26
SPECIAL LATERAL BASE DITCH
(Nor ro Scelel
NaNml �
Ground 3.7 het Slope
D F o Dirch
Geore.rle g
Min. D= 1.5 Ft.
Max.d= 1 Ft.
B= 4 Ft.
Type of Liner- CL'B' Rip -Rap
FROM STA. 137+58 -Y- TO STA. 138+63 -Y- LT
PROJECT REFERENCE NO.
SHEET NO.
U-5794
/6
RM/ SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
INCOMPLETE
PLANS
DO NOT USE FOR
Ill
ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
� 01
1Q�2
BETA N
Z
CB
6ti
7
A5"
X
0
jam,
Q
SITE 6
8
DETAIL 30
SPECIAL LATERAL BASE DITCH
(Norm S<ole)
Norurol pt Front
Groun Dikh
B I ° I Flo Slop'
u Min. D= 1.50 H.
8= 4 Ff.
FROM STA. 135+88 -Y- TO STA. 137+42 -Y- RT
FROM STA. 138+25 -Y- TO STA. 138+82 -Y- RT

O
w
n
Q' PROJECT REFERENCE NO. SHEET NO.
1 Glenwood Avenue
�, \`�, (1 >I ` 1 l / ( / —� �� �""` Raleigh, od 27603 U-5794 /6A
PERMIT DRAWING / > (/ w S 4R10 I Tel:[phone] RR/ SHEET NO.
1\ . / Fax[phone]
SHEET 18 OF 24 / �� \ \ n\ ) �I I I I / / I YIII\V` �� License C-2197 ROADNGINEERWAY SIGN HYDRAULICS
Engineering 8 Construction, Inc.
50' 0• 50, 100' 150' \ �R) \ \ Ill •` ( I 1 \ I C) Y�/�_. INCOMPLE E PLANS
GRAPHIC SCALE
® DENOTESIMPACTS IN SURFARY
CE WATER `4� o \i ,g I� L� I I I I I ' I
® DENOTE IMPAWATECR
TS IN / \ _` I / \) 1 I I I I I I l I ) I +J DOCUMENT NOT CONSIDERED FINAL
® DEN INE WETLANDTION / �\ /- /\ Cx \ \/ L /� �t 1 I �` ) I I / �\ �I _� �j✓ �/ I I \ /�• ( . UNLESS ALL SIGNATURES COMPLETED
WETLAND\ — \ g2
DENOTES FILL IN
( / E AC R5 BECCA \ r ✓ /JJ OL.SON COUNTY J
l / /
A I�
-r- Srn lao+zeoo � � �
VICK WLT
LAND LLC
DB 2527 PG 540
5' CONCRETE
85' I I�41 \ �S,•/ " ffi' ,\\\ \ B51 -off \ I\\' �� 2/ Ne/
/ v�/ CLASS II' RIP RAP I L N
INTOP-14134.28' V l� S �� \ \1� AI T
70P-147138 / y s BANIG-STABALIZATION
c I/J
/ > SPECIAL LA E. 4 FOOT
P OPOS -1 8' ; X 6'-4'
r AlM-.57 SE DTC 'B' P RAP
1 / j /lI
T-ARCH— l _EST. 1D85� SOYGF� REME AND NAP
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`ls \�� /vv 88 �� N RMO
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CAS RASS SWALE �3 I , /SSE DITCH )))
SEE DETAIL 22 $E DETAIL N RGe
e,
O 1� z,,: - ,- A-
O 00 SIAL LATERAL 4� OT
O
O of 5'CONCRETE SIDEWALK \� BA GRASSED SW E \ I L, V y FTy O
/ a + 2
X \p \ -�' \ SEE DETAI 11 GP'
F I \ 7Y +72 +84 CL. 'B' RIP R/t� �,r/ R - GB /S''_
C aoe 60 704 +70 +36 \ CL.'B' RIP RAP 82' 81' EST. 7 SYEST OGF N I �� -, e ski `. /\ \.
\ r 60 A EST. 3 TONS +84 e� 43 9 _ - OVE CB... A5" AV -♦-
\ \ ,� EST. 10 SYGFOU .13 1 <C i'N" 0.EM RGP- - a(. --' •� REMOVE AND
I_LACE CB
�.Q�. \ �`we z 6 CURB &GUTTER rue NN' oP
(7 rue rue--pR� rue. rue ru \ 5 CONCRETE SIDEWALK
/ � REP
24"
C
C DEPTH CS �� O i
C\,.B ��- S
CL.'B'RIP/nn
, \ \ \ �` .� - B —sr 4- -! - _- y- /MOVE;, C i�• Q o r d SPE EIA ITCHERALT YGF SEf EROSION SITE 6
\ 007
rr \ \ 4 F UPSTATION Of
25'5� D AIL 30 / CULVERT RT SIOf
'�� l8G E
E- I EST.7 SYOGF \r \ �'+�\ 1 ` EC L LATERAL FOOT [�
CL 'e' RIP \ +75 lS DITCH 'B' RIP RAP 7�
y ' �W ; -pp- E 5 1• E .5I TONS
-- ST 14 SYGF —\ \� PEED Y26
SPEC _ T.' ' SPECFAF. CUT _l
IJcFy, GRASSED
�swALee� 1,� �,. _ D ARD STUART
SEE DETAIL\lYn� SEE DETA7L\2 _ I S 24" RCP IV III I , \
SPECIAL CUf-V Q etP TIE TO 2 6 C&G v ER E /
�TCH G r,w -r- STA/35+3/ °\ III I (4�at' 'I '- ` Ry PP
SEE DETPIIL 6Ew.ZM X", / 473V RT. 1 5 UKL G�� R LA55K 'll Rllq \ C
SPECIAL LATERAL 2 FOOT \ II I W I HARD jTURURLINGTON +3
T- S -\ \\ STi18PYlON
I �• 24 BASE GRASSED SWALE \
SEE DETAIL 48 III 1 OB 2446 PG 589 103'
S \ \SPECIAL LATERAL 4 FOOT CHAN ECLEAN-0
RL'III III "I , �I oIIIJIIIt�I BASE DITCH
8.7 1 SEE DETAIL-3Q
INGTDNWOODS FUART TU11 1
\ P \
BEGIN SIDEWALK AND
m .'\7' 1� TIE S r-GC&G
-Y- TA/35+64,72
/1 END CmYST All+ L� n 5/30•RT.
\ I � � J \ END CONSTRUCTION
1' f .,�,� T D+ 9 C.
\\ �, �t
at l \ \ •'s\� \ ` �. EOOI SwAR� T TON , C
to �, INV.011T=1 g2�
w a TO Pff 147.09'
INV.INpl36.94'
/ p DETAIL 6 7
DETAIL 21 DETAIL 22 SPECIAL LATERAL BASE DITCH DETAIL 30
r \ \ 1 SPECIAL LATERAL BASE DITCH SPECIAL LATERAL GRASSED SWALE (Novo xelel SPECIAL lA7ERAL BASE DITCH ~ \
INm S,.10 INafM Scalel IN. fo Srale) /
Z NaNrol \
^_] V iy ✓ Ground 3�/ t Slope Natural Front
p� « \ N f of From Nmurol of t From D F O
Dif<h 1i
// Groin / 3'pikh Dikh N°t
fp tq N ^er DSIOPe oar D F\° Slopc D F\° Slepe
ytytw \ \ 1�"' �� r Geefe.fne B B
W p \ ( +T B Min. D= 1.00 F. B Min.D- 1.25 Ff. Min. D= 1.50 H.
_ \ U U Min. D= 1.5 Fi. I
\ \ B= 4 Ft. 8= 4 F. Max. d= 1 Ff. B= 4 Ft.
� ` �� k,1 1 \ V �� �i FROM STA. 137+58 -Y- TO STA. 138+82 -Y- RT FROM STA. 136+04 -Y- TO STA. 136+93 -Y- LT Type of Liner= CI.'B' Rip -Rap B 4 H FROM STA. 135+88 -V- TO STA. 137+42 -Y- RT /
7 r 1 FROM STA. 136+93 -Y- TO STA. 137+45 -Y- LT FROM STA. 138+25 -Y- TO STA. 138+82 -Y- RT
wa ' FROM STA. 137+58 -Y- TO STA. 138+63 -Y- LT
00 yt \ \ \I �� J. %�Z \ s'\ FROM STA. 137+58 -Y- TO STA. 138+25 -Y- RT / G
N 6i 19
etWw
wWw

PERMIT DRAWING
SHEET 19 OF 24
77s�
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
®DENOTES
IMPACTS IN
SURFACE WATER
E
DENOTES EXCAVATION
E
IN WETLAND
®
DENOTES FILL IN
WETLAND
DETAIL 21
SPECIAL LATERAL BASE DITCH
(Not to Scale)
Natural of Front
Ground ....1 3• g< Ditch
FOye' D �r\o Slope
u Min. D= 1.00 Ft.
B= 4 Ft.
FROM STA. 137+58 -Y- TO STA. 138+82 -Y- RT
FROM STA. 136+93 -Y- TO STA. 137+45 -Y- LT
DETAIL 22
SPECIAL LATERAL GRASSED SWALE
( Not fo Scale)
Natural o< Front
Ground 39 3• get Ditch
FOher D F\° Slope
Min. D= 1.25 Ft.
B= 4 Ft.
FROM STA. 136+04 -Y- TO STA. 136+93 -Y- LT
DETAIL 26
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural Ot
Ground S�Do
3, {tetSloFron F\o pe
dDitch
Geotextile
Min. D= 1.5 Ft.
Max. d= 1 Ft.
B = 4 Ft.
of Liner- Cl. 'B' Rip -Rap
FROM STA. 137+58 -Y- TO STA. 138+63 -Y- LT
FROM STA. 137+58 -Y- TO STA. 138+25 -Y- RT
DETAIL 30
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural
Ground •)o
o<
'�•
Front
F
p
lrte<
F\°
Ditch
O{far
Slope
LBJ
Min. D=
1.50 Ft.
B = 4 Ft.
FROM STA. 135+88 -Y- TO STA. 137+42 -Y- RT
FROM STA. 138+25 -Y- TO STA. 138+82 -Y- RT
SPECIAL
LATERAL 4
FOOT
BASE GRASSED
SWALE
SEE DETAIL 22
5 0' 0' 5 0' 100,
GRAPHIC SCALE
CLASS '11' RIP RAP
BANK STABILIZATION
PROPOSED 1@ 8'-10" X 6'-4"
ALUMINUM STRUCTURAL
PLATE PIPE ARCH
WA'-o" SILLS
SPECIAL LATERAL 4 FOOT
BASE DITCH W/CL. 'B' RIP RAP
rrr nni Tour
SPECIAL LATERAL 4 FOOT
BASE DITCH
SEE DETAIL 30
3X ENLARGEMENT
s=;)l=
Engineering 8 Construction, Inc.
PROJECT REFERENCSHEET NO.
1 Glenwood Avenue U-5794E NO. 16B
Raleigh, NC 27603
Tel:[phone] RW SHEET NO.
Fax:[phone] ROADWAY DESIGN HYDRAULICS
License: C-2197 ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT Uf8 FOR /• ACaUISMON
pU
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SITE S
SITE 6
SPECIAL LATERAL 4 FOOT
BASE DITCH
SEE DETAIL 21
EXCAVATION
IN WETLAND
SITE S
CLASS 'II' RIP RAP
BANK STABILIZATION
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PERMIT DRAWING
SHEET 20 OF 24
77s�
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
®DENOTES IMPACTS IN
SURFACE WATER
E E DENOTES EXCAVATION
IN WETLAND
DETAIL 21
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural 01 Front
Ground 17 3'• del Ditch
10he D FAO Slope
LBJ Min. D= 1.00 Ft.
B= 4 Ft.
FROM STA. 137+58 —Y— TO STA. 138+82 —Y— RT
FROM STA. 136+93 —Y— TO STA. 137+45 —Y— LT
DETAIL 22
SPECIAL LATERAL GRASSED SWALE
( Not to Scale)
Natural 01 Front
Ground `?'/ 3'� e1 Ditch
01 D F�0 Slope
u Min. D= 1.25 Ft.
B = 4 Ft.
FROM STA. 136+04 —Y— TO STA. 136+93 —Y— LT
DETAIL 26
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural 101 Front
Ground 3) D E�o�e1 Slope
d Ditch
Geotextile B
Min. D= 1.5 Ft.
Max. d = 1 Ft.
B = 4 Ft.
Type of Liner= CI. 'B' Rip —Rap
FROM STA. 137+58 —Y— TO STA. 138+63 —Y— LT
FROM STA. 137+58 —Y— TO STA. 138+25 —Y— RT
DETAIL 30
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural .� 01 Front
Ground ,�e< Ditch
Oryer D F�0 Slope
LBJ Min. D= 1.50 Ft.
B = 4 Ft.
FROM STA. 135+88 —Y— TO STA. 137+42 —Y— RT
FROM STA. 138+25 —Y— TO STA. 138+82 —Y— RT
SPECIAL
LATERAL 4
FOOT
BASE GRASSED
SWALE
SEE DETAIL 22
50' 0' 50' 100'
%%%%%I!!!!!!!! I
GRAPHIC SCALE
CLASS 'II' RIP RAP
BANK STABILIZATION
PROPOSED 1@ 8'-10" X 6'-4"
ALUMINUM STRUCTURAL
PLATE PIPE ARCH
WA'-o" SILLS
SPECIAL LATERAL 4 FOOT
BASE DITCH W/CL. 'B' RIP RAP
rrr ini Tour
SPECIAL LATERAL 4 FOOT
BASE DITCH
SEE DETAIL 30
3X ENLARGEMENT
s=;)l=
Engineering 8 Construction, Inc.
PROJECT REFERENCE NO. SHEET NO.
1 Glenwood Avenue U-5794 /6C
Raleigh, NC 27603
Tel:[phone] RW SHEET NO.
Fax :[phone] ROADWAY DESIGN HYDRAULICS
License: C-2197 ENGINEER ENGINEER
INCOMPLE E PLANS
DO NM USE FOR / W ACQUISITION
o\
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SITE S
SITE 6
SPECIAL LATERAL 4 FOOT
BASE DITCH
SEE DETAIL 21
EXCAVATION IN
WETLAND
SITE S
CLASS 'II' RIP RAP
BANK STABILIZATION

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WETLAND AND SURACE WATER IMPACTS SUMMAR)
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
-Y- FROM STA. 44+09
TO STA. 44+45 LT
CLEARING WITHIN
CONSTRUCTION EASEMENT
< 0.01
1
-Y- FROM STA. 46+00
TO STA. 46+59 LT
CLEARING FOR 6' BASE
TEMPORARY DIVERSION
CHANNEL
0.03
METHOD 3 CLEARING FOR 6'
BASE DIVERSION CHANNEL
< 0.01
1
-Y- FROM STA. 46+49
TO STA. 47+37 LT
CLEARING FOR 6' BASE
DIVERSION CHANNEL
< 0.01
RIGHT OF WAY / EASEMENT
CLEARING
< 0.01
0.01
CONSTRUCTION EASEMENT
< 0.01
2
-Y- FROM STA. 44+74
TO STA. 45+60 RT
RIGHT OF WAY / EASEMENT
CLEARING
0.03
ROADWAY FILL
< 0.01
2
-Y- FROM STA. 46+41
TO STA. 47+00 RT
CLEARING WITHIN
CONSTRUCTION EASEMENT
< 0.01
0.02
3
-Y- FROM STA. 46+23
DEWATERING FOR REINFORCED
CONCRETE BOX CULVERT (RCBC)
INSTALLATION
< 0.01
28
TO STA. 46+63 LT
1 @ 10'x6' RCBC
< 0.01
7
BANK STABILIZATION
0.01
26
DEWATERING FOR SCOUR HOLE
REPAIR AND RCBC INSTALLATION
0.02
21
3
-Y- FROM STA. 45+80
TO STA. 46+34 RT
1 @ 10'X6' REINFORCED
CONCRETE BOX CULVERT
< 0.01
9
SCOUR HOLE REPAIR AND
BANK STABILIZATION
0.02
36
TOTALS*:
< 0.01
0.04
0.06
0.04
0.02
78
49
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb

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 @ 66" REINFORCED
CONCRETE PIPE -III
< 0.01
12
4
-Y- FROM STA. 105+76
TO STA. 105+85 LT
DEWATERING FOR PIPE
INSTALLATION
< 0.01
7
BANK STABILIZATION
< 0.01
24
1 @ 66" REINFORCED
CONCRETE PIPE -III
< 0.01
16
4
-Y- FROM STA. 105+48
TO STA. 105+76 RT
INSTALLATION
< 0.01
12
BANK STABILIZATION
< 0.01
23
1 @ 8'-10" x 6'-4" ALUMINUM
PIPE
< 0.01
20
5
-Y- FROM STA. 137+46
TO STA. 137+55 LT
DEWATERING FOR PIPE
INSTALLATION
< 0.01
21
BANK STABILIZATION
< 0.01
25
-Y- FROM STA. 137+42
1 @ 8'-10" x 6'-4" ALUMINUM
PIPE
< 0.01
19
5
TO STA. 137+67 RT
INSTALLATION
< 0.01
24
BANK STABILIZATION
< 0.01
36
6
-Y- FROM STA. 137+51
TO STA. 137+62 RT
FILL IN WETLANDS
< 0.01
EXCAVATION IN WETLANDS
< 0.01
TOTALS*:
< 0.01
< 0.01
0.02
< 0.01
176
64
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb