R3300B_Revised Permit Drawings_20231205

SHEET NO.
DETAIL 45
OUTLET CHANNEL BANK STABILIZATION
(No.
Scale)
Natural Natural
Ground �� 3.\ Ground
d
Lengih=35 F. B
Max. d=2.5 F.
B-varies 6 to 12 Ff.
Est.= 66 Tons of Class T Rip -Rap
STA. 612+40 -Ll- LT
DETAIL 49
SPECIAL LATERAL 'V' DITCH
IN. to Scale)
Notuml Fill
Ground 67 b'� Slope
D
D=1.0 Ft.
FROM STA. 231+00 TO STA. 232+00 -Y40- RT
DETAIL 46
OUTLET CHANNEL BANK STABILIZATION
(Not fo Sm1e1
roan oe„ �
Length=30 Ft. iouT�in`oliin
CHANNEL BED
d=2.0 Ft. 1-6' )
Est.= 34 Tons of Class T Rip -Rap
STA. 26+40 -SR6- LT
DETAIL 50
SPECIAL LATERAL BASE DITCH
(Not to Scalel
Natural oc t Fill
Ground 4y D1�Re Sloce
IBel Min. D= 1.5 Ft.
B= 2.0 Ff.
FROM STA. 235+00 TO STA. 237+00 -Y40- RT
DETAIL 54
CHANNEL CHANGE
(Not to Scale
Proposed Natural
N�fur I� Fill Slope Groun=��
uExist. Channel
Min. D=Match Existing Channel
B=6.0 Ft.
FROM STA. 18+30 TO STA.21+90 -Y32- LT
DETAIL 58
LATERAL BASE DITCH
(Not to Scale'
Notuml
Ground u;.7 D �.� tht. Fill
Slope
a Min. D=1.5 Ff.
L=.! 8=4.0 Ft.
b=5.0 Ft.
FROM STA. 646+50 TO STA. 654+50 Al- RT
DETAIL 65
INLET CHANNEL CHANGE
( Notto Scale)
ProPased No' I
Ground
N o p 1
Fill Slope
d
D
9 rtlr-ur uNE. BANxs E.W. Channel
Min. D=3.5 Ft.
Mo.. d=3.5 Ft.
B=i() Ft.
ESt.=202 Tons of Class
'I' Rip -Rap
STA. 18+40 -Y32- LT
E
Q
� SECTION
TO
TO
DETAIL 47
RIPRAPPEDENERGY DISSIPATOR BASIN
HALF PLAN
`\
V TOP OP RIP-RM�94-1
-
BfPrl/I
RIP RAP NOT OWN N LAPPROX. EO--
OF WATE
ST+h SYM�1.A
LVE CURT 39^ HORIZONTAL T V
�c
-+ +A
�o©©o©000
'ALL DIMENSIONS APPROXIMATE IN FEET (FT)
DETAIL 59
STANDARD BASE DITCH
(No to Scale)
Natural Neural
Ground 37 D 3.� Ground
d
....H. B Min. D=4.0 F.
Max. d=4.0 Ft.
'When B is < 6.D' B=6.0 Ft.
Type of Liner=Class I Rip -Rap
STA. 50+35 -Y19- RT
DETAIL 66
OUTLET CHANNEL CHANGE
( Not to Scale)
Nat raI
Natural
Grovnd
run d 3) D'6'?,
B ur-RAr LINE. EeRaxs Exist. Channel
Min. D=2 Ft.
Max. d=2 Ft.
B=8.0 Ft.
Est. =105 Tons of Class 'I' Rip -Rap
STA. 25+00 -Y19- RT
'NOTE A: IF EXIT VELOCITY OF BASIN IS SPECIFIED, EXTEND BASIN AS REQUIRED TO
OBTAIN SUFFICIENT CROSS SECTIONAL AREA AT SECTION A -A SUCH THAT Q
deS'(CROSS SECTION AREA AT SEC. A -A)= SPECIFIED VELOCITY.
TOTE B: WARP BASIN TO CONFORM TO NATURAL STREAM CHANNEL. TOP OF RIP -RAP
IN FLOOR OF BASIN SHOULD BE AT SAME ELEVATION OR LOWER THAN
NATURAL CHANNEL BOTTOM AT SEC. A -A. PROVIDE SMOOTH TRANSITION FROM
END OF APRON TO NATURAL CHANNEL WIDTH.
IATURAL
NATURAL GROUND
NOTE A M1
B
F
SEC A -A
GEOTEXTILE
B
AS REQUIRED
TO SUPPORT III_P
SFCC R-R FXGVATF TO THIS LINE
.-I-LE BACKFILL wCV35 I RIP -RAP
B M1
6ij
BE
RM AS REQUIRED
SUPPORT R-P
CFf I C EKCAVATE TO THIS LINE
GEOTE.ILE BACKFILL vrCLA55 I RIP -RAP
W
B
NOTE:
BEM AS REQUIRED Wo= DIAMETER OF PIPE,
To SUPPORT RIP -RAP WIDTH OF BOX OR
GEOTExrILE SPAN OF PIPE -ARCH
sec D-D CULVERTS
DETAIL 60
SPECIAL LATERAL 'V' DITCH
(NMto Scale)
Natural 1 °t Fill
Ground 3,.) D onpz SIOP.
FROM STA. 17+00 TO STA. 23+00 -Y79- LT
v05
DETAIL 48
CHANNEL CHANGE
(Not to Scale)
H�
Proposed Neural
Gropnd
Not
Groun 3.7 D
Fill Slope
GEOTEXTILE B Min. D=1.5 Ff.
Max. all = WA
B=4.0 Ft.
Type of Liner= Vegetation b=10 Ft.
Exist. Channel
FROM STA. 787+50 TO STA. 788+50 -L1- RT
AF R(4J Il l tan-
Stantec Consulting Services In
801 Jones Franklin Road
Suite 300
Raleigh, NC 27606
Tel. [phone]
Fa..[phone]
W .stantec.com
License No. F-0672
SUNGATE DESIGN GROUP, P.A.
NO COA Pl CM C-089 0
DETAIL 52
SPECIAL LATERAL 'V' DITCH
(Notts Scale)
Notuml
Ground Sloce
d_)D
D=2.0 F.
FROM STA. 12+00 TO STA. 15+00 -Y32- LT
DETAIL 55
CHANNEL CHANGE
(Not to Scale)
Nalaral
Ground
NN1uutur I�
Fill SPlope
uExist.
Channel
Min. D=Match Exist. Channel
B=6.0 Ft.
b=10.0 Ft.
FROM STA. 26+00 TO STA. 31+65 -Y32- LT
DETAIL 62
SPECIAL LATERAL 'V' DITCH
(Net le Scalel
A
Notuml 1 °t Fill
Ground 3.) D F1a�°c Slope
Min. D=3.0 Ft.
FROM STA. 41+00 TO STA. 44+00 -Y32- LT
DETAIL 68
STANDARD 'V' DITCH
IN- Scale)
ExlI OR
,�FdSlope
q,J Notuml
3 1
�-md-
Min. D=1.0 F.
FROM STA. 12+50 TO STA. 13+00 -Y43- LT
DETAIL 69
STANDARD 'V' DITCH
(Not. Scale)
Notuml 1 Notuml
Ground X Ground
3. D
Min. D=1.5 Ft.
BRICKYARD RD. CUL-DE-SAC
PROJECT REFERENCE NO.
R-3300B
I SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DETAIL 53
LATERAL BASE DITCH
(No. Scale)
Notuml
Ground 3.J D 3.� 1"iFl. Fill
Slope
a Min. D=2.5 H.
lam.! Mir.
Ft.
b=5.0 Ft.
FROM STA.15+00 TO STA. 18+30 -Y32- LT
DETAIL 56
STANDARD BASE DITCH
(Not to Scalel
Notuml Notuml
Ground 3.X D n�,1 Groun
Min. D=2.5 Ft.
B=4.0 F.
STA. 677+00 -Ll- RT
DETAIL 70
SPECIAL LATERAL 'V' DITCH
I No. Scale)
No -I 1°t .1
Ground 3.) F�1x0c Slope
D
Min. D=1.0 Ft
FROM STA. 19+20 TO STA. 20+40 -SR4- RT
DETAIL 64
STANDARD BASE DITCH
(Not to Smle)
Notuml Natural
Groand 3�7 3.� Ground
OfD
Geo"'I. B Min. D=4.0 Ft.
Max. d=4.0 Ft.
When B iz > B-6.0 Ft.
Std. No, 876.M
Type of Liner=Class I Rip -Rap
STA. 18+10-Y32RPB1-
PERMIT DRAWING
SHEET 19 OF 162
DATE: 12-05-2023

F-
U
1-
z
Q
r
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Z
a<
N 47°44'22. E
629.20'
STATE OF NORTH CAROLINA
DB 4645 PG 2490
DB 4306 PG 107
DB 720 PG 180
DB 2290 PG 309
MB 58 PC 67
MB 28 PC 18
DETAIL 59 ME 28 PC 31
STANDARD BASE DITCH ME 28 PC 32
I Nmm sale) ME 52 PC 55
Nawrei N.—I ME 37 PC 141
Ground 3,.J D .�.1 Ground
d
Geo,e�h B Min. D=4.0 Ft.
Maz. d=4.0 Ft.
DETAIL 24A
SPECIAL 2' BASE DITCH
N.—I ( No„o Scale)
Ground 3` Slope
dl ?'1 D Ditch
d2
Georex,ile B
Toe<k Ge 'le Min. D=3 Pt.
Min. o(lk I1Yp1
ai=Nm. urns.
FAMPSTEAD INVESTORS. LLC. 1$3 - l - PTA 4+ 7 7
DB 1829 PG 272
Mg 18 PG £4 `
\� M 20 PG 60 \
STD. 6' BASE DITCH
w/CL I RIPRAP i
60 LF @% 0.2\4s
T EST'25 0 GFD \\
& EST 235 CY DDE
SEE DETAIL 59 SITE 27 �`
\\ SITE 26 \\
y\
I
DQ L� Q noH" 's'i°wi PROJECT REFERENCE NO. SHEET NO.
50' 25' 0 50' 100, x`°°"x F.- � R-33008 24
STATE OF NORTH CAROLINA SUNGATE DESIGN GROUP, P.A. FOR RW SEE U-5732 SHEET NO. 24
DB 4645 PG 2490 C\{b'? eos poxes rxua,x xwo Stantec Consulting Services Inc ROADWAY DESIGN HYDRAULICS
DB 4306 PG 107<>� xr. ioH. noxn,axoun.zre
DB 720 PC 180 SCALE: 1" = 50' NCECDA No. c-0890 801 Jones Franklin Road ENGINEER ENGINEER
Suite 300
D ME 58 PG 613 2290 PC 09 N 48°IY29• E Raleigh, NC 27606
MB 28 PG 18 672.08' Tel. [phone]
MB 28 PG 31 Fax.(919) 24
MB 28 PC 32 www.stantec.connc.com
MB 52 PC 55 License No. F-0672
MB 37 PC 141
ob A
o I
PO L
STATE OF NORTH CAROLINA I
DB 4645 PG 2490 I DOCUMENT NOT CONSIDERED FINAL
DB 4306 PG 107 ( UNLESS ALL SIGNATURES COMPLETED
DB 720 PG 180
DB 2290 PG ' PERMIT D RAW I N G
MB 58 PG 67 I � J<
DENOTES MECHANIZED MB 28 PG 31 ' SHEET 133 OF 162
28 PC 18
CLEARING MB 28 PG 32
®DENOTES IMPACTS IN MB 52 PG 55
SURFACE WATER MB 3T PC 141
DENOTES
® IMPACTS ITEMPORARY DATE: 12-05-2023
N SURFACE WATER 1
-L- POT Sta.272+08.20
-Y19- POT S1G.60+00.62
j 8RDG BK=N 41° 58' 21.2e W
WOODS
FROM STA. 14+50 TO STA. 22+00 -DRW5- LT
FROM STA. 22+50 TO STA. 27+75 -DRW5- LT
PROPOSED SIGNAL
ROW STATION & OFFSET LABELS REFERENCED FROM
—L— UNLESS NOTED OTHERWISE
SEE SHEET 213-12 FOR INTERSECTION DETAILS
SEE SHEET 2D-1 FOR DRAINAGE DITCH DETAILS
SEE SHEET 46 FOR —L— PROFILE
SEE SHEET 51 FOR —Y19— PROFILE
SEE SHEET 73 FOR —DRW5— PROFILE

F_
U
z
r
N 47'44'22. E _
629.20'
STATE OF NORTH CAROLINA
DB 4645 PG 2490
DB 4306 PG 107
DB 720 PG 180
�\
/ \ _MB
DB 2290 PG 309
58 PC 67
DETAIL 59
MB 28 PG 18
MB 28 PC 31
STANDARD BASE DITCH
MB 28 PC 32
I Nmm stele)
52 PC 55
Nmurnl N-1
MB 7 PG 141
Ground 3,./ D .5.1 Ground
d
Genie h B Min. D=4.0 R.
\ \
\
SPECIAL 2' BASE DITCH
Nahrrel (Not to Scale)
Groond 3` Slope
Ditch
d2
Georextile B
Teo<k G.—'le Min. D=3 F.
Min f1N(1YP)
d1= Nm. Grnd.
ype of Liner = C1 T Rip-Rop, Keyed -In d2=2.5 R.
8=2.0 R.
Max. d=4.0 R. \ \ FROM STA. 13+50 TO STA. 14+50 -DRWS- LT
'When B is , 6.0' 13=6.0 Ft. v 6
Type of Liner=Class I Rip-Rop
\
STA. 50+35 -Y19- RT
H
�\
TIE TO
EXIST.
CHANNEL
WOODS
/
SPEC. 2' BASE DITCH
I
E t' To
EST. 306 TONS
EST. 479 SY GFD
73+50 TO 14+50
SEE DETAIL 24A
a�SPECSEE BASE DITCH
i SEE DETAIL 24C
us
60, BST
W00D\ 11\
I
n
TIE TO I
EXIST.
CHANNEL \ 1
RAP
I IONS /
/ e 5 �IY. GEpTEXTILE
II ��
�
50' 25' 0 50' 100,
STATE OF NORTH CAROLINA
DB 4645 PG 2490
PC
D13 7206
06PC 180 T SCALE: 1"=50'
DB 2290 PG 309
MB 58 PG 67
31
8
MB 28 PG
MB 28 PG 31
MB 28 PC 32
MB 52 PG 55
MB 37 PC 141
O N
TIE TO
EXIST.
CH�N �\
F
TE
36 wL0_ _ — _ — 11
1 1
H AMPSTEA8 INVESTOR , LL 3 — / — RT\- + 7
1829 PG 272
Mg IB Pv \\ 1 I W
U U /I I �r�8e�20'PG 60\\ M.
O O STD. 'BASE DITCH \> \ \ \ ` \�
w/CL I RIPRAP
60 L yy@,, 0.2, /
TEST EST 17S SOY GFD
EST
& EST 235 CY DDE
SEE ETAIL 59
C \
\\ SI 26 \ /
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ISM)(!, c� �-� F
GGATEDESIGN GROUP, P.A.
'ohEnoan'o���
Stantec Consulting Services In
NCECDA No. C-0890
801 Jones Franklin Road
Suite 300
N 48615'29' E
Raleigh, NC 27606
672.08'
Tel. [phone]
Fax. [phone]
w .stanteawnn
License No. F-0672
H
DENOTES MECHANIZED
CLEARING
®DENOTES
IMPACTS IN
SURFACE WATER
®DENOTES
TEMPORARY
IMPACTS IN SURFACE WATER
STATE OF NORTH CAROLINA
DB 4645 PC 2490
DB 4306 PG 107
DB 720 PG 180
DB 2290 PG 309
MB 58 PG 67
MB 28 PG 18
MB 28 PG 31
MB 28 PG 32
MB 52 PC 55
MB 3T PC 141
-L- POT Sta.272+0820
-Y19- POT ta,60+00.62
BRDG B N 4/°38'-2/.2`1�7
C
WOOD /
TIE TO p
y/ ^ EXIST.
s\ CHANNE ^
C END F E C
Yl
/-- PT Sta. +31k
GRADE TO DRAI F
\�pE TO DRAIN
t Net to So-)
Not--
?/
pt\ot Front
Groond d1 D
Ditch
d2
Slope
Sodding B MoHing
Min. D=2.5 R.
Type of Un-
dl=Nat. Grd.
Sodding 2:1 Slope
d2=2.5 Ft.
Matting on Base and 3:1 Slope
B=2.0 R.
FRnM STA 12+0n Tn STA 13+Sn _nRW5_ IT
FROM STA. 14+50 TO STA. 22+00 -DRWS- LT
, DI
PROJECT REFERENCE NO.
I SHEET NO.
R-33008
T 24
FOR RW SEE U-5732 SHEET NO. 24
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
I
I�
I
DOCUMENT NOT CONSIDERED FINAL
( UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 134 OF 162
DATE: 12-05-2023
\\Wo\
SPEC.'V' DITCH
SEE DETAIL 24B
F L9
�0/g "R PTV
/ o D TO DRAIN /
R * i PUE PUE `
/ U�,__ ( CL B RIP RAP
l ONS
S. TEXTILE
/ 1844Z \
413
/ Wt a I HE '11347 PC 2r.-IE \ 1
/ DB 1 47 PG \
766 P 45
MB 43 C 95
MB PG 64 \
M IO PG 21 J —
DETAIL 24B
SPECIAL 'V' DITCH
(Nm to Sm1e)
Front
Ditch
Neterol 3', of Slope
Groond 3.7 D Q\mat
Min. D=1.0 F.
FROM STA. 22+50 TO STA. 27+75 -DRWS- LT
PROPOSED SIGNAL
ROW STATION & OFFSET LABELS REFERENCED FROM
-L- UNLESS NOTED OTHERWISE
SEE SHEET 213-12 FOR INTERSECTION DETAILS
SEE SHEET 2D-1 FOR DRAINAGE DITCH DETAILS
SEE SHEET 46 FOR -L- PROFILE
SEE SHEET 51 FOR -Y19- PROFILE
SEE SHEET 73 FOR -DRW5- PROFILE

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\ MB PG 45
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SEE SHEET 2B-13 FOR INTERSECTION DETAILS
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SEE SHEET 73 FOR -DRW5- & -DRW4- PROFILES
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