NCG130090_ESC E-D007836-STWS00000 S13 R2 Email Att_20190221

B C D
F G H
of
10 GA. MIN
LINE WIRES
(IIII-1
I
2
I
0■
_ 8'-0" MAX
VARIABLE AS DIRECTED BY THE ENGINEER
I
14
I
S00000
I
PLASTIC OR
WIRE TIES
IIII.■■■■■■■■■�■■■■IIII
0
Ell",►......
,11
111"IJ■■■■■■■■�:►��li
II
����i�►�i�•��i�i.
"
,
•4
�ii���i�i�i���i
iffilffill
I'll
II
III'••♦•►♦♦••♦♦♦♦•►♦`'•■.
i�����������������►�����ff���II
I I
MAINTENANCE NOTES:
INSPECT WEEKLY AND AFTER SIGNIFICANT
(1/2 INCH OR GREATER) RAINFALL EVENTS.
IMMEDIATELY MAKE ALL NEEDED REPAIRS.
REMOVE SEDIMENT AS NECESSARY.
STANDARD
SILT FENCE
ELEVATION
12-1/2 GA. MIN
INTERMEDIATE
WIRES
GRADE
III=Ii'
c
F:
c
i�
MIE
SECTION 14
S00000
13
-,,TEEL POST
VOVEN WIRE
ABRIC
ILL SLOPE
GRADE
SILT FENCE
'EOTEXTILE FABRIC
STAKE �.,r
FRONT VIEW
TOP VIEW
INSTALLATION NOTES:
MAINTENANCE NOTES:
1.
USE 12" NOMINAL DIAMETER EXCELSIOR WATTLE.
1. REMOVE AND DISPOSE OF SILT ACCUMULATIONS
SL��
WHEN THE DEPTH REACHES ONE-HALF OF THE
2.
EXCAVATE A 2" TO 3" TRENCH FOR WATTLE TO
HEIGHT OF THE WATTLE..
BE PLACED.
2. REPLACE OR CLEAN THE WATTLE AS NEEDED TO
3.
SECURE WATTLE TO THE SOIL WITH WIRE
ALLOW RUNOFF TO SLOWLY DEWATER THROUGH
12" DIAMETER
STAPLES AT V-0" OC AND AT EACH END.
THE DEVICE BETWEEN RAIN EVENTS.
EXCELSIOR
WATTLE
4.
USE 3'-0" WOODEN STAKES WITH A 2" x 2"
3. MONITOR THE WOODEN STAKES AND STAPLES TO
NOMINAL CROSS SECTION.
ENSURE THAT THE WATTLE REMAINS SECURELY
5
ANCHORED AFTER RAIN EVENTS.
5.
INSTALL A MINIMUM OF TWO UPSLOPE STAKES
SECTION 16
AND FOUR DOWNSLOPE STAKES AT AN ANGLE
S00000
TO WEDGE WATTLE TO GROUND.
13
M■
TOC EL 65-0"
ID■
■
TYPICAL WATTLE
BREAK DETAILS
CL HEADWALL &
DRAINAGE PIPE
5'-0" I 5'-0"
I
I
I
SECTION 18
S00000
08
A - B
CL HEADWALL &
DRAINAGE PIPE
SECTION S o000
07
50'-0" MIN
AND SUFFICIENT TO KEEP SEDIMENT ON SITE
p0 O 00 0 0 p00 O Op000 O O
000ppooSo 000�boo po 0o goon oo
w
poo
1 p p0 p0p00 0 O 0000� 000002Op
IL O w
po
o0p�
OW2
p00p
00 0�
HwU_w
EXISTING
o 0 0
0
~ ~
ROADWAY
o 0 0 op
N
p W of
0 O p00po
Z) U) U (7
0000 0 oopp
wOof Q�
0000pp oop pop oopo oo 0o )oo
o
00�
�
oo �o o 000po00o 00 op000 000
aw
3"-4" STONE TO BE USED
(SURGE STONE OR
RAILROAD BALLAST)
CONSTRUCTION
ENTRANCE
PLAN
EXTEND PROTECTION AS NEEDED TO MAINTAIN
FILL HEIGHT PROTECTION TO NATURAL
GROUND OR FACE OF STRUCTURE
NOTES:
1. INSTALL ROCK PIPE INLET PROTECTION AT ANY
CULVERT RECEIVING FLOW ACROSS.
2. STRUCTURAL STONE SHALL BE CLASS B RIPRAP.
3. SEDIMENT CONTROL STONE SHALL BE NO. 5 OR
NO. 57 STONE.
4. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS
OTHERWISE SPECIFIED BY THE ENGINEER.
36" PIPE (MAX)
MAINTENANCE NOTES:
INSPECT WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENTS. IMMEDIATELY MAKE
ALL NEEDED REPAIRS.
REMOVE THE SEDIMENT AND RESTORE THE SEDIMENT
STORAGE AREA TO ITS ORIGINAL CONDITION WHEN
THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE
DESIGN DEPTH OF THE TRAP. REPLACE
CONTAMINATED PART OF THE GRAVEL FACING.
ROCK PIPE
INLET PROTECTION
4'-0"
MIN
I
I
Em®-®®®®®®�Iee9 i-H-1 ::::::::::::::-1-1 ::::-::
1 1............................1..::.;...::...r
1 ® ®®®9eeeeil:::.....
IIII::;;::;;1;?:...............
1 Ilr IIII :1:
®®®�®d;;:;, ..IIII:::::::::":'IIII:::::: IIIINUUN ::::
l:::::::C::::::I'•IE:::::E::I:
a'®®1®■I■I�®®®IIII:1;'e:::::::::::::::::::::;;::1:::::::::::::p:::E
'®1®®■!�®QI!®IIIIIII:::I::I:I:III I:I:II:IIIIIIIIIIIE
®®®�®
IIII:
1 HI
IIIII
d®��1O®!�®1®1Q I::eeeeeeeeeeee.°eeEeeeEeeeeeE
..:... .
::'.:::::::::..:..::::...:...........::.........::...
gag. -
I
I SILT FENCE
20 '
S00000
13
TOP OF SILT FENCE
MUST BE AT LEAST
V-0" ABOVE THE TOP
OF THE WASHED
STONE
BURY WIRE FENCE, FILTER
u FABRIC, AND HARDWARE
CLOTH IN TRENCH
ISTEEL POST SETI
MAX 2'-0" APART M I N
2'-0" INTO SOLID GROUND
STANDARD SILT
FENCE OUTLET
EXISTING
ROADWAY
35'-0" MIN
III
(— FABRIC UNDER
STONE
MAINTENANCE NOTES:
INSPECT WEEKLY AND AFTER SIGNIFICANT
(1/2 INCH OR GREATER) RAINFALL EVENTS.
IMMEDIATELY MAKE ALL NEEDED REPAIRS.
TOPDRESS WITH NEW STONE AS NECESSARY.
SECTION 15
S00000
13
15'-0" M I N
STRUCTURAL
SEDIMENT CONTROL STONE
STONE NATURAL
2-0' GROUND
SEDIMENT 1 \ ��
STORAGE ZONE
\ TYP i
o iv
cl
777
" 36" PIPE (MAX)
2'-0"
7' MIN
SECTION 17
s00000
13
STEEL POST
WOVEN WIRE FABRIC
HARDWARE CLOTH —
FILTER OF
#57 WASHED
STONE 7,c
2F—,,
BURY WIRE FENCE
AND HARDWARE
CLOTH
Z
3'-0" FILTER FABRIC
APRON ON GROUND
4 III BURY 6" UPPER EDGE
I��� ►��i OF FILTER FABRIC APRON
IN TRENCH
u
NMI
■ �I
NMI
■01
GENERAL NOTES
1. FOR REFERENCE DRAWINGS SEE SHEET 01.
ISSUED FOR CONSTRUCTION
5 j fll
A4P
TJ
ISSUED FOR PHASE 2 PERMIT APPLICATION
65l23/18
MPL
TJS
GPL
ISSUED FOR PHASE 2 PERMIT APPLICATION
03/23/18
aENGCK
REVISION
DATE
DR/DNR
ORENG
TSCK
DUKE
ENERGY®
7
2'S DRAWING NUMBER
BAB-16438-00-C-300
SHEET
13
REV
2
ZQCHRY
ZACHRY ENGINEERING CORPORATION - 255 EAST HEBRON STREET, CHARLOTTE, NC 28273
NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS LICENSE #F-1171
SECTION 20
ZACHRY GROUP - 527 LOGWOOD AVENUE, SAN ANTONIO, TX 78221
THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION OF ZACHRY ENGINEERING CORPORATION ("ZACHRY").
S00000
ALL RIGHT, TITLE AND INTEREST IN AND TO THIS DOCUMENT, INCLUDING ALL INFORMATION CONTAINED IN
13
tCAI�Q�
THIS DOCUMENT, SHALL BE GOVERNED BY THE APPLICABLE CONTRACT BETWEEN ZACHRY AND ITS CUSTOMER
OF SUCH A
�����
CONTRACT, IS HEREBY BY ZACHRY. IS DOCUMENT IS NOT
�\�P�N
INTENDED ED OR REPRESENTED TO BE SUITABLE FOR ANY UNAUTHORIZSENCE
ED USE OR REUSE.
O ESS/
�ti��'�':
'' ..oF
DUKE BUCK BENEFICIAL ASH
e -
SITE WORK
g
_
E & SC MEASURES
- -
034022
-
•
SECTIONS & DETAILS
! •••,�A, C!Q� ••
GIN..... �`
DRAWN/DESIGNER ORIGINATING ENG
TECH SERV CHECKED
SR ENG CHECKED
7i77�%�D
M PINA LOPEZ T SCHAPPA
GP LIND
JR HARMS
LEAD DISCIPLINE ENG DRAWING NUMBER
Ed NEM
SHEET
REV
I• NCi\N"`\,�\�
.......Jltt,1,\t
(
PR ECT �C®RSf E-D007836-STWS00000
13
2
J
G�J
Iintlg 5/29/2018 11:17:49 AM
_ —
pw:\\amapwi0l.zhi.wm:CustomamA_G\Documents\Customers\DukeEnergy\007836\Tech Services\Dgn\Civii\Orthographics+\STWS00000_S13
15
S00000
13