20210723 Ver 1_Modification Request Attachment_20210510

STATE STATE PROJECT REFERENCE NO. SHEET TOTAL
NO. SHEETS
• plc r �� _ �� N.C. 13C.011024 EN
' c o S T ATE O NOI T 1 1� C O LIMA
0
O 'mow/ STATE PRO'.NO. F.A.PROJ.N0. DESCRIPTION
'- V
DIVISION OF HIGHWAYS
�. ��
2791
EROSION AND SEDIMENT CONTROL MEASURES
' '' J ® PROPOSED Std. Description Symbol
' 1630.03 Temporary Silt Ditch TOD
11 lEG 1-1 \Vi% Y7
E l'i OSION
CONTROL
1630.05 Temporary Diversion TD --
1605.01 Temporary Silt Fence III III III
END PROJECT 1606.01 Special Sediment Control Fence /\/\/\/\/\/
2
1622.01 Temporary Berms and Slope Drains '
1 2793 1630.02 Silt 1 asin Type I . V A 1
7 9 1633.01 Temporary Rock Silt Check Type-A •op::�•
Temporary Rock Silt Check Type-A with
Matting and Polyacrylamide (PAM)
1633.02 Temporary Rock Silt Check Type-ll '
BEGIN PROJECT \,
Wattle Coir Fiber Wattle , s"_
Wattle% Coir Fiber Wattle
with Polyacrylamide (PAM) Q
' 1634.01 Temporary Rock Sediment Dam Type-A ;;• tVe5,
VICINITY MAP ' 1634.02 Temporary Rock Sediment Dam Type-B___ :,{)
\ 1635.01 Rock Pipe Inlet Sediment Trap Type-A
4 1635.02 Rock Pipe Inlet Sediment Trap Type-B (0) (8)
1630.0�4 Sti➢ling Basin � ) C
1630.06 Special Stilling Basin
Rock Inlet Sediment Trap: /�
5 1632.01 Type A A
= . / 1632.02 Type B B
'fj ' 1632.03 Type C CII
TO RUTHERFORD COUNTYr,�, � , I Skimmer Ilasin
`" l Tiered Skimmer l asin )---1*)) .-E
----- = - -_ r
- - o ` ‘
Infiltration In asin_
0
THIS PROJECT CONTAINS
co EROSION CONTROL PLANS
FOR CLEARING AND
1 GRUJJING PHASE OF
CONSTRUCTION.
X
L- STA 10 + 00 BEGIN PROJECT
I H
0
0
-L- STA 33 + 66.02 END PROJECT
0
•
c
co
u r N r 1I 1 r ` /
w
CO ROADSIDE ENVIRONMENTAL UNIT
o GRAPHIC SCALE DIVISION OF HIGHWAYS Roadway Standard Drawings
a STATE OF NORTH CAROLINA Prepared in the Office of:
"o 50 25 0 50 100 THESE EROSION AND SEDIMENT CONTROL ROADSIDE ENVIRONMENTAL UNIT The
ni following oae e ofishT stTransportation
ns appear in "Roadway StandardJnur Drawings"- Roadway Design
c Unit- N. C.Department Transportation - Raleigh,N. C.,dated January 2012 and the latest
PLANS COMPLY WITH THE REGULATIONS revison thereto are applicable to this project and by reference hereby are considered a part of
1 South Wilmington St. these plans.
PLANS g
SET FORTH BY THE NCG-010000 GENERAL R a l e i h NC 2 7611
1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A
CONSTRUCTION PERMIT EFFECTIVE AUGUST 1,2016 2012 STANDARD SPECIFICATIONS 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type 3
E 50 25 0 50 100 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C
C
0 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type
ISSUED BY THE NORTH CAROLINA DEPARTMENT 1622.01 Temporary _terms and Slope Drains 1633.02 Temporary Rock Silt Check Type 3
PROFILE (HORIZONTAL) Designed by: 1630.01 Riser 3asin 1634.01 Temporary Rock Sediment Dam Type A
w. OF ENVIRONMENT AND NATURAL RESOURCES 1630.02 Silt 3asin Type 3 1634.02 Temporary Rock Sediment Dam Type 3
o LN 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A
o�� DIVISION OF WATER QUALITY. JOE PAYNE 4197 1630.04 Stilling 3asin 1635.02 Rock Pipe Inlet Sediment Trap Type 3
10 5 0 10 20
Coo NAME LEVEL HI CERTIFICATION Na 1630.05 Temporary Diversion 1640.01 Coir Fiber 3aftle
oI 7a ; ; ; ; ; `- J 1630.06 Special Stilling 3asin 1645.01 Temporary Stream Crossing
I W ` J ` PROFILE (VERTICAL) J ` / ` J \ J ` 163L01 Matting Installation
CC
�w
c/ . .
.
00
w
u

I
PROJECT REFERENCE NO. SHEET NO.
N
0 13C.011024 2
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
PAVEMENT SCHEDULE
C 1 TBD
-L- (CEDAR CREEK)
J 1 PROP. 8" AGGREGATE BASE COURSE
2'-0" 2'-0" EXIST TO 9'-0" EXIST TO 9'-0" T-0"
T EARTH MATERIAL I I
CROWN
Cl POINT Cl
NOTE: PAVEMENT EDGE SLOPES ARE 1 :1 UNLESS SHOWN OTHERWISE. USE TYPICAL SECTION NO. 1
.08 EXIST EXIST .09 —L— STA. 10 + 00.00 TO STA. 22 +00.00
s
ORIGINAL GROUND / ., _ 'S, —L— STA. 25 + 00.00 TO STA. 33 + 66.02
T_ T
8" Ji 8' Jl ORIGIN GROUND
Jl
GRADE TO THIS LINE
VARIES - GRADE TO THIS LINE
TYPICAL SECTION NO. 1
rTh -L- (CEDAR CREEK)
2'-0' 2'-0" 0 TO 6'-0" EXIST TO 9'-0" EXIST TO 9'-0" _ 0 TO 12'-0" _ _ 2'-0" USE TYPICAL SECTION NO. 2
I- I —L— STA. 22 + 00.00 TO STA. 25 + 00.00
CROWN
C1 C7 C1
C1
POINT
.O8 EXIST EXIST .08
ORIGINAL GROUND 77
•S.1
11 El U 8" Jl Jl T ORIGINAL GROUND
GRADE TO THIS LINE 8" VARIES GRADE TO THIS LINE
TYPICAL SECTION NO. 3
GABION LENGTH WIDTH HEIGHT ,--.
-o
-L- (CEDAR CREEK)
DI TYPE "A" 12' 3' 3'
GABION BASKET SHOULDER CONSTRUCTION DETAIL
TYPE "B" 6' 3' 3' EXIST TO 9'-0" 0 TO 12'-0" VARIES USE IN CONJUNCTION WITH TYPICAL SECTION NO. 2
L
OUTSIDE FACE
OF GABION —L— STA. 23 + 00.00 TO STA. 25 + 00.00 RT
UI
0
O
L
Cl_ FINISHED
7 ROADWAY
T
3 APPROX. VOLUME GRADE NOTES TO CONTRACTOR:
to OF STONE EXIST ill
GABION (TYP.)
GABION1. GABIONS ARE TO BE FILLED WITH THE SIZE AND TYPE
(CU. YDS) QUANTITY -_- - - - STONE AS OUTLINED IN THE PROJECT SPECIAL PROVISIONS
w APPROX. GROUND 2. OVERLAP FABRIC AT MINIMUM 18" OR AS DIRECTED BY ENGINEER.
LIJ cr
TYPE "A" 4 15 LINE VARIES 3. TYPICAL GABIONS ARE 3' HEIGHT BY 3' DEPTH BY 6' OR 12' LENGHTS.
(GABION LENGTHS MAY NEED TO BE MODIFIED TO FIT THE WALL PARAMETERS.
TYPE "B" 2 3 ,s. .. RECONSTRUCT SLOPE As
er 4. USE A GABION RETAINING WALL BETWEEN -L- STA. 22+00 TO 25+00
oc pIRECTED BY ENGINEER OR AS DIRECTED BY ENGINEER.
al
ROADWAY
U� TOTAL VOLUME OF STONE = 66 CU. YDS EMBANKMENT GEOTEXTILE
,-�
cv ra FILL �
°A
Cr PAY ITEMS
� 0C GABION BASKET SHOULDER CONSTRUCTION
GABION RETAINING WALL = 792 SQ. FT.
0,-'CC
NNLi
Q
MUJ{A

cr
a,
cr
PROJECT REFERENCE NO. SHEET NO.
13C.011024 EC-3
co
kW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I
`%•••--- fir)=
c
*INSTALL LOW & OR ENDPOINT MEASURES IN TSF
*CONSTRUCT USING THE 30 DAY OPTION
*ALL WATTLES REQUIRE PAM
DAVID GILLIAM *ALL BASINS LOCATED AT A 5% OR GREATER
GRADE MUST BE TIERED
*UNLESS STATED THAT DITCHES ARE TO BE LINED
WITH RIP RAP, DITCHES ARE TO BE LINED WITH
MATTING.
N
Z
O FREEMAN JONES AND
'6 MAGGIE JONES
ELO
K
O LLI
w
1 ® 15 =
0
W
w
WATTLE W/PAM
PROPOSED: 15"x20'CMP PRESENT:15"x2O'CMP
PROPOSED:15"X20'CMP 0
WOODS 0
TYPE A ROCK SILT CHECK W/PAM
i la
EXIS R/W
r is
i al - / �'
:.s
nal - - �.bC CEDAR CRK.RD. +6.0% of +10.2% - •- — - - -+ -- — - +'
�__�_- -
\, 0 I F 12,6% I +11.4% +11.4% +0.5% -2.2% M�
SR 0'20'CR.+/- o r
— . � •
D
I III O - -_ TSF - � _ �I - -
�_ _'1'il --w' \ EXIST R/W __ _ _ _ .__ - TSF - _ _ _ _ _ _
�_ __-- 1 O\ EXIST R/W �---�� • - , _
Con
N '
0
MC
WOODS W
H
U
W
WOODS
0
U
w
U
/
C
6
VIBRENDASFISHERND
o BEGIN CONSTRUCTION
TIE TO EXISTING PAVEMENT
-L- POC Sta. 10 + 00.00
L
U
w
W
U
CC
CC
Cr-
Qxr
wCi T
to—
V LC
N+'
Q DC
U
M/
ON
N+ UI
1 or
-1 '+?
=CD a)
7/
V) a)

1`
0. PROJECT REFERENCE NO. SHEET NO.
I3C.011024 EC-4
p RM/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
1�gg55
ENGINEER ENGINEER
FRE �IGCIEJDJONES ND
PRO POSED:15'x20'CMP
Keep Rock Silt Check
out of iorisdictionol area
a
5 �Ar, PRESENT:D.36"x'CMP ` 6r)
O,t�P "� ��,, PROPOSE0:3fi"xJ0'HDPE CD
PRESENT_15"x25'CMP 'j
PROPOSED.18"x35'HDPE O I1,�1O�'`�,\ /
eQS -�i1�:1 — PROPOSED:15"x20'CMP 01
/� ���� ��0 ��� WOODS
4�°f', % ' fly',♦,
f(x � e,�. 31 3%10%2'TVPE B SILT BASIN
TYPE A ROCK CHECK
COIR FIBER BAFFLE
Nt FRE MEJD1� 5 ND `':� /' ` *INSTALL LOW & OR ENDPOINT MEASURES IN TSF
L7 —o--- y *CONSTRUCT USING THE 30 DAY OPTION
W / UIRE PAM
' �� ���"�� *ALL BASINS LOCALL WATTLES OATED AT A 5/D OR GREATER
MUST BE TIERED.
N PROPOSED:15"x10'CMP / b / �\ " tEO ;::::F:/::TT
O411,
/ ? , RAP, DITCHES ARE TO BE LINED WITH
/ •/�/,�C�O FP30HDE( .
PROPOSED:15"x20'CMP© 12ilt
ROir 4111 ,I ECHECKW/PAMco,
W �L)�ilLi�i Res -' •ROPOSFD•74"X3O'HDPF
RESERVOIR
Z €3 �!S:P.
63 131 3x10x2'TYPE B BASIN
��tt!!�' Pp@gEE E�NJ7T 33 ��Jx(QQ 4C(MJPP TYPE A ROCK CHECK
= PkOSPOSED636 ES DPE . COIR WEE BAFFLE
U 3 TONS OF CLBRIPRAP8 \•:.-:
12 YRDSOF .
FABRIC
All. 0
\l'\\
I 1
4%\ I ILL
I, BETTY S.GILLIANV ippR FISNgR AND 4.. %
' RENDA FISHER F 5 ..
F. 3 TONS OF ''s, I
r CLB RIP RAP& 9, \ 'o\
1 12 YRDS OF \ '�'' \ • I I
FABRIC \\\ \
\ IPROPOSFD-1 B"x40'HDPF \ \ I
\\ \ I I
L` \ 1
1
1`L
i
I, \\....letwit,:\
Xx
.•
-- END CONSTRUCTION
=',,,_ END RESURFACING \
Neu TIE TO EXISITNG PAVEMENT \ \\
—L— POT Sta. 33+66.02
N,„ a

--� __
IT . . _ - - - - - PROJECT REFERENCE NO. SHEET NO.
o•
immiumet
co - : 13C.011024 EC-5
1 ,970
1,960 -
s
to
00
•u••uuus•usuminuuuuuu•uu••u .................•• ••••••••• •••••••■ •............tn_ ■ ■ •mi-IC mom • ••� —
I ..
deo
1 ,940 — . . _ ._. _ - _ — _ . - . _ - -
-
11920 - - - - - -
ae - _
11910 � � _ = _ -= � = .
_ _
.�-ter - - -. _ _ _ _ - - - -
1 ,900 _ _ — _ . _ _- _ . _ .
1 ,890 - _ - = _ _� -
1 ,880
10 11 12 13 14 15 16 17 18 19 20 21 22
- - - - - : . _ - J -- - - - i H .. - - - - - - - I -- - -- - .
2,050 . . -- _ . . . , _ . _ _ - - ._ -- . - . _
.04
2,040 _. T
_ _ _ _ '.. . _ .
T
_
_ _. .'` _ _
2,030aims -- _. - _ _ � . _ _ • _:. _ - -- -.
to
�s
r
2,020 _ - - - - _ _ _ . _ _ _ . _ _ _ . _ . . _ .. _ . . .
- ' -- . . - - - _ - - - - - ' - - -- s. _ - - _ _
_ T '
/
-
*OP - _ - -
R 2 010 - - // - . - _
a - - - - - - -- - - - _
-
- -
O -
_
o �
- - - - _ - - - - — - -
- - - - -
CC
'0 2,000 - - _ . � -
- - - - _ . . _ - _
w _ � � -
.
71
1 990 - - - - - .�
_ — __ _. . _ _ _ , . _
ro -
6 ' �•
CC 00.
Y soi- _ _ _ I
- -
1,980 1111111111111111IIIi11111111111II11! HhIIIIIII111111111!11!IIIIIIIPIn II . -
o
w sue - - - - - -
U or
Irts_1,970 ,- - ' J■....._n■ •nnuu s...■■■■. •_SCUM■■■■■■-■■■UUUUU-000\U 'S•u.u.....ul■■■■■■....n....uS ■_■■■nnnnfru■c MEMO. noun■■■■■■.. ....■..■■■■■■•• ■unuu•■■ •■■■■■■■n ft MN .....■■■ ■n• ■ MINN ■■ •.rnn uiu.0 ■M •■u■■■]]UUU■■■■■flrl■■■■■UUU■■■■U
o� • _- �:-
L(q I _ - - - _- - _. _ _ - - —_ _ - __
O CX ....re
r e _. . _ - _ . -. - _ _ - - - _ _
I
_ iZ r
U rr� - __ _. - - - _
— -
ov• a 960
NJ 1
�
O0 22 23 24 25 26 27 28 29 30 31 32 33
_(h.