WD - 92-05 2nd Oversized Plans

1
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Ala
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5
7
0
0
10
11
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19
19
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0
0
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12' 0"
i
—_ 7-1VA7/VA�V\//VA/OVA/
6"
54'--0" SQUARE
FUEL OIL S TORA GE TANK FOUNDA TION
J7'-8" DIA.
4 " OIL IMPREGNA TED SAND
�-- 6" 157 STONE
7 '<
\�<-7
CONDENSA TF STRA GE - TANK FOUNDA TION
40' 8" DIA.
4 " OIL IMPREGNA TED SAND
f6" of57 STONE
\/ \ /��;\ �i\� \\ ,� \\ \\ \\ \\ \\ \\ \\ \Ni\\\/\, /
//, \//. \� /.
MAKE UP WA TER STORA GE TANK FOUNDA TION
E/ 85'- 6 " MSL
El 85'--6" MSL
" MSL
KLY i UA i C s �l�w i l.nC�...c� - .._.--3_•. ._.
REV
DATE
DESIGNED
CHECKED
CIVIL
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REV , DATE
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CIVIL
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MEC�APPR
REV
DATE
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CIVL I
ELEC WECH
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REV
DATE
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ELEC MECH I APPR'D
REV DATE
1 DESIGNEDCHECKED I CIVIL
1 ELEC i WECH 1
APPR'D
REV
I DATE
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MECH AAPPR'D
RELEASED FOR PERMITTING INFO ONLY
PO
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M. INSP.
DATE: la Cjl
APPR.
DATE:
t
PON+ER ENGWEERING CONSTRUCTION • OPERATIONS & MAINTENANCE
BERTIE COGENERATION
LBMD PARTNERSHIP
BERTIE COGENERATION
FACILITY
LEWISTON, NORTH CAROLINA
DRAWING TITLE
PERMIT DRAWING
CROSS SECTIONS
MISC TANK FDN'S
DRAWING NO.
CROSS SECTION 3
REV
PO
SCALE: 3/4" = -i ' — O"

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12" X 6' SO. SLAB
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48" d/c Esccpe Tube
108'-8"
UNL OA DING HOPPER
El 159'— 6 " MSL
RECLAIM Ti
P 110'--O"
r V 8J3 0" MSL
E1 84' 0" 14
T -L/ Jw. ( / //-/
CPUSI--R BUIL DING
/-/ nil n " / i e-/
I �` ,tiKMI i Ctv^ i Fl FC
REV
, DATE
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I
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CHECKED
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I
i
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CIVIL
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MECH
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REV
DATE
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1 CHECKE-
I CIVIL
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MECu
ARPR'D
REV
DATE
DESIGNED! CHECKE.,
CIVIL
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I APPR'D
RELEASED FOR PERMITTING ONLY
PD-
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, DATE i DESIGNED
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E. INSP.
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C. INSP.
M. INSP,
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DATE:
�, L
POWER ENGINEERING • CONSTRUCTION • OPERATIONS & MAINTENANCE
BERTIE COGENERATION
LIkmiiTD PARESFF
BERTIE COGENERATION
FACILITY
LEWISTON, NORTH CAROUNA
DRAWIN, T,'TLE
PERMIT DRAWING
CROSS SECTIONS
COAL HANDLING SYSTEM
D,A .,V"3 N0.
REV
CROSS SECTION 4 PO
SCALE: 1 f .'Fn = '' - C'

3 4 5 6 7 8 9 I 10 11
I
............... .
G
F
1
Ld 5 N01133S SS080
n3a
BACKFILL USING ORIGINAL MA AERIAL
0
I
N
CONDENSA TE
RETURN
..3" DM
INSULA TIOVV MA AERIAL
TYPICAL SECTION THROUGH
PIPELINE EXCA VA 77 N
(Steam only)
Use between point 3 & the Host Facilities (Points 4 & 4A).
I
i
I �
SECTION THROUGH INTAKE PIPE
D Use between points 5 & 6.
NTS
TREE -LINE (TYF
C
EXISTING ROA
0
0
PLAN A T CROSSING
SCALE- 1' = 20'
100 YR FLOOD
EL. J7'+0" MSL
10 YR FLOOD
EL. J4'+0" MSL
NORMAL WA TER LEVEL
EL. 12'+0" MSL
CROSS SECTION THROUGH RIVER AT INTAKE/DISCHARGE
SCALE.• 1 " = 20'
BA CKFILL. USING ORIGINAL MA TFRIAL
/i\\ I I I=_ I I I \
\\ =1
POWER CABLE / I I I III—lil
4'--0'
TYPICAL SEC TION THROUGH
PIPELINE EXCA VA 77ON
(Intake & Discharge only)
Use between points 2 & 5.
T11R (SEE PLAN)
CLEARING LIM17S' = 100'
WORKING L AM= = 75'
(NTV
BACKFILL USING ORIGINAL MATERIAL
III POWER
i CABLE
/ II—
/ice///,/�\//
,3 =0"
`'PICAL SECTION THROUGH
�IP�INE EXCA VA 77ON
or Discharge only)
-�� ooints 1 & 2 and 1A & 2.
do 6, Discharge Only (without power cable).
14 ON I 14 -O' ,L 120"
6" BALLAST (MIN.)
2'-O UNLESS NOTED
I (SEE PLAN)
6" SUBBALLAST
100.1 100.1 (PLANT & YARD AREA)
50.• 1 50.• 1 (OTHER AREAS)
TYPICAL SECTION THROUGH RAIL
NTS
PROPOSED PIPE -LINES
BUGSB K'S GUT CROSSING DETA
(
I �
I I
1 i
I
,3
1 GRADE (SEE PLAN)
`—
r
_ 1
- 48"0 QNP
25 -O `
(tyP)
CONDENSATE RETURN LINE
Access Road I
o
INTAKE & DISCHARGE LINES (BELOW)
TYPICAL PLAN
57FAM LINE LOOP SECTION
(Above Ground Portion)
NTS
CLEARIA WITS = 20'
I
TYPICAL SECTION THROUGH
STEAM LINE ALIGNMENT
(Abom Ground Portion)
Use between points 2 & J
10 -O"
IF DISTURBED, SLOPE TO BE
RESTORED TO 2.-1,
STABILIZED WTTH JUTE MESH,
AND RESEEDED.
�- ---'2- 1200PIP
- —f 48"0 CMP
SEC770N 21 T AL ONG ROAD SEC770N CUT A CROSS ROAD
SCALE- J18' = 1 ' SCALE- J18" = I-
-
NO TES.-
1. Reference Drawing #4361-06-1600.00-0001 for
location of points along pipelines.
2. All piping is 12" diometer unless noted otherwise.
REV
DATE
DESIGNED CHECKED
cr&
ELEC
MECH I
APPR D
[REV
I
DATE I
DESIGNED I CHECKED? I
CIVIL I
ELEC I
MECH I
APPRT
REV
I DATE
I DESIGNED
CHECKED
I CIVIL
I ELEC
I MECH
t APPRb
REV
DATE
DESIGNED I
CHECKED
I CIVIL
I ELEC
I ME CM -1
APPn
REV
I DATE
IDESIGNED1
CHECKED
1 CIVIL
ELEC
I MECH
APPR
ADDED CONDENSATE RETURN LINE & INDICATED SCALES
ADDED DITCH CROSSING DETAIL
[P1 lb*-il
I &4
REV 1 DATE
IDESIGNED11 CHECKED 1 CIVIL
ELrC
I MECH
I APPRI)
RELEASED FOR PERMITTING INFO ONLY
PO
I -
I -
I -
I -
-
I -
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SEAL
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�12823
I
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DRAWN:
J R MEDLIN
DATE:
-
DESIGNED: J R MEDLIN
DA TE:
8-21-91
CHECKED:
J R MEDLIN
DATE:
8-21-91
E. INSP.
D E BROEILS
DATE:
8-21-91
C. INSP.
T B DAVIS
DATE:
8-21-91
M. INSP.
C B JONES
DATE:
8-21-91
APPR,
R L MEISENHEIMER
DATE:
8-21-91
itill]11 11 O
POWER ENGINEERING • CONSTRUCTION • OPERATIONS & MAINTENANCE
BERTIE COGENERATION
LIED PARTNERSHIP
BERTIE COGENERATION
FACILITY
LEVASTON, NORTH CAROUNA
DRAWING TITLE
PERMIT DRAWING
CROSS SECTIONS
TYPICAL PIPELINE DETAILS
& RIVER CROSS SECTION
DRAWING NO. REV
CROSS SECTION 5 P1
SCALE: 1 /2' = 1' — 0' UNLESS NOTED
J
a

It
0
x
1 - L z I 3 1 4 5
Ld UNI — DNIUM lIWd3d
AM
25 -O
1900"+
x
N
___ ❑
-------— — — — — — — — — — — — — — ---- ELRCAL
1
INTAKE — — — INTAKE LINE _ _ _ _ _ _ -�
SCREENSC----------------------------------------------------------------
DISCHARGE LINE
TEMPORARY 1 �\
SHEET PILE 4i �\ FENCE
(COFFERDAM) GRA VEL PARKING AREA
1
opWE
0
'
EXISTING SHORELINE ♦ \ ��
® NORMAL WA TER LEVEL ♦ \`
PLAN kI
I
F
ii
PUMPS
ELECTR. RM. I
3
i
NORMAL WA TER LEVEL ­7 100 YEAR FL O
(0' NWL) EL. 12+0 MSL EL J7+0
MIN. WA TER LEVEL "
EL. 7+0 MSL EXIS771VG 6RAD__\,
SHEET PILE --i EL26+Of MSL
.3'
E
0
C
��l
II' I
30' DIA INTAKE PIPE
—------------------------------- -----------------------------------------
-------- -.
— — —. ----.--------.-----------
(2) 12" SO X 10' L G PILES
INTAKE SCREENS
SO. PILE CAP
25' L G PILES
5 REO D
TYP COLUMN FDA_
NTS
ELEVA TIDW
MAKE-UP WA TER INTAKE STRUCTURE
SCALE.- 1 " = 20'
EL. 20'+0 MSL
6 I 7 I 8 I 9 � 10 11
�— SIL T FENCE AND/OR
STRAW BALES AS REO D
FOR EROSION CONTROL
(TYP)
SEE T.4'. COLUMN
FON. SEL OW
Z*
h
50'—O'
I O
-- r — �n7
_=- —
Li
�—' ELECTRICAL
o �/ ❑ I ROOM
N�I --------INTAKE CULVERT —J ------ -------------------------------------------------- —\
U I DISCHARGE LINE
TEMPORARY
SHEET PILE
(COFFERDAM)LAJ
L'i I Wo-
`--
$
/00
a ♦ ��
o110.` ♦ �\
EXISTING SHORELINE
® NORMAL WA TER LEVEL ♦ \ ��
AL TERNA TF PLAN VIEW
100— YR WA TER FL 000 (E/. 37+0 MSL) (NOT SHOWN TO SCALE)
TEMPORARY SHEET PILE
AC7UAL PILE SHAPE AND
CONFIGURA 77ON TO BE DE7FRMINED 10— YR WA TER FL 00D (El. J4+ 0 MSL) (NOT SHOWN TO SCALE)
BY INSTALLER. SEE DETAIL BELOW
FOR TYPICAL PILE SHAPE.
SLOPE TO BE RECOMPACTED, RETURNED TO ORIGINAL GRADE
AND SEEDED, IMMEDIA TEL Y FOLL 0KNG INS TALLA TION OF DISCHARGE
LINE. SLOPE INTEGRITY TO BE MAINTAINED USING EXCEL SAR
FIBRE MA T OVER DISTURBED AREAS ABOVE ELEVA TION 12'+0 MSL. —
EXISTING SLOPE
NORMAL WA ASR LEVEL (0+0 NK) = 12' MSL
0
A I ` PIPE SUPPOERT
(2) 12" SO X 10' LG PILES
PUMPS
r1 r^Irr] DI!
NORMAL WA TER
(0' NWL) a.12+
MPV. WA 7FR
EL. 7+0 M5
11yI^fIL JL11ILL/YJ
AL TERNA TE ELEVA TIO/Y
AL TERNA TF MAKE-UP WA TER INTAKE STRUCTURE
SCALE- 1 " = 20'
METALLIC PIPE PLASTIC PIPE
DISCHARGE LINE
77N SEL OW
'_ODD
ISL
TIPICAL SHEET PILE ARRANGEMENT
P/ AN VIFW
.SECTION THROUGH
NTS
NO TES:
1. Reference drawing 'Cross Section 5' for complete
cross section of river.
2. Reference drawing 4361-06-1600.00—C?03 for
Erosion Control general notes and references.
3. For additional information, See 'PERMi DRAWING—INT2°.
REV I DA7_ I DESIGNED DIECKE I CIV1 E: EZ I MECH I APpR'D j
MECH
REV DATE I DESKIED I CHECKED j CM ELEC ( MECki I APPR o 1
REV I DATE I DESIGNEDI CHECKED I CWIL ELEC I MECH I APPR-1) 1
REVISED SCALE INDICATORS & REFERENCE TO GRAVEL FLi
ADDED STAIRS
P1 t1_s - -t) Gr.� •aQ�nn "
REV DATE IDESIGNEDtdrECKED CW! ELEC I ME G'1 APPR'D
RELEASED FOR PERMITTING ONLY
PO I — I — i — I — — I — I —
REV DATE IDES)GNEDI CHECKED 1 CM ELEC MECH I APPR'D
SEAL
ESS 1
SEAL i
i 2823
DRAWN:
J R MEDLIN f
DA:t:
—
DESIGNED:
J R MEDLIN
D
8-21-91
CHECKED:
J R MEDLIN
Dr:
8-21-91
E. INSP.
D E BROEILS
DST:
8-21-91
C. INSP.
T B DAMS
Dr7.
8-21-91
M. INSP.
C B JONES
D4
8-21-91
APPR.
R L MEISENHEDAER
D.=
8-21-91
I I I
OWER ENGINEERING • CONSMUCTKNJ • OPERAMNS & MAJNnNMCE
BERTIE COGENERATION,
LIMITED PARTNERSHIP
LEWISTON COGENERATION
FACILITY
LEWISTON. NORTH CAROUNA
DRAWING TITLE
PROPOSAL SKETCH
INTAKE AND DISCHARGE
DRAWING NO. REV
PERMIT DRAWING — INT1 P1
SCALE: 1' = 20' UNLESS NOTED

1
Od ZIM — ONIMVda IIWd3d
A3d
3
El
E
A
7
0
10
11
NO TES.-
1. FOR ADDITIONAL INFORMATION, SEE 'PERMIT DRAWING-INT1•.
J
I
H
9
F
111
0
U.
ELEVA TION OF IN TAKE STPUC TUPE
nC• /1r i�i� ni
D A J A J
SECTION A
9'rz' n'
180 X 4' SO PILE CAP
AL TEPI'VA TE EELEVA TION OF INTAKE STPUCTUPE
w
r
REV DA?F DE:1c,-Nc ttlEClff,
REV DATE I
DESIGNED
CHECKED I
CIVIL I
ELEC IMECH
APPR
REV
DATE I
DESIGNED
CHECKED I
CIVIL
ELEC
MECH
APPR
REV
DATE
I DESIGNED I
CHECKED
CIVIL
ELEC
MECH
APPR'D
REV
DATE
I DESIGNED
1 CHECKED
CIVIL
ELEC
MECH
APPR D
REV DATE
I DESIGNED
I CHECKED
1 CIVIL
ELEC
MECH
APPR D
�AP�P'D
REV
DATE
I DESIGNED
CHECKED
I CIVIL
ELEC
MECH
RELEASED FOR PERMITTING ONLY
PQ
I -
I -
- I -
-
-
I -
RFV
I DATE
1 DESIGNED
I CHECKED 1 CIVIL
ELEC
MECH
I APPR D
SEAL
J��•�rOF ESSIQ,�'ti�y i'
SEAL
�2823 = s
�i �< aFNG I NE.•f• C'7
'''O���
r
DRAWN: , v- Iv,_,tin
�,
DATE: -
DESIGNED: J (L jjJAZjA
DATE:
CHECKED: J�
DATE: lo.16- 1
E. INSP.
DATE: ye - 7-y
C. INSP. �%,�-1�� _
DATE: b
M. INSP. C
DATE:/6- - r --2/
APPR. A/'Y14/
DATE:/O 7 el
POWER ENGINEERING • CONSTRUCTION • OPERATIONS & MA114TENANCE
BERTIE COGENERATION
�D PARTNERSHIP
BERTIE COGENERATION
FACILITY
LEWISTON, NORTH CAROUNA
DRAWING TITLE
PERMIT DRAWING
INTAKE STRUCTURE
SECTIONS & DETAILS
DRAWING NO. REV
PERMIT DRAWING — INT2 PO
SCALE: 1 /4' = 1'
Y

7
0
10
11
HI
E
D
C
1
ld 2000-00*0091-90— L92t
All
EROSION CON TROL NO TES:
1. For erosion control Sections and Details, see Drawing No.
1600.00-0004,
2. Proposed use: Inaustria':, Cogeneration Facility.
3. Zoning: M2.
4. Vegetation in dit_—� flow lines shall be established utilizing
excelsor fibre rnc_
5. No critical erosicr problems are anticipated in developing
this 186.27 acre site (approximately 35 acres disturbed).
All site work shay be performed in occordonce with the
North Carolina Ersion and Sediment Control Law and the
North Carolina Erosion and Sediment Control Planning and
Design Manual.
8. Prior to any ion: disturbing activity (inciuding dearing)
silt fences, and sediment basins shall be installed
at the locations rdicated on the drawings.
9. Divert runoff to oppropriote sediment basin as
construction pros resses.
10. Erodabie areas c:sturbed during construction shall be
either temporary,. or permanently grassed immediately
after work in thc: area is complete or when construction
is delayed for 3C or more working days.
11. All erosion contr devices and structures shall be in—
spected and repcired or replaced as needed after each
significant roinfm . Any additional measures required to
contain sedimen-, on site shall be installed where needed
and as approved by the Engineer.
12. Ditches and swa►es shall have check dams installed at
intervals specifies in Specification Section 02270 to control
runoff velocity.
13. All areas shall be permanently grossed within 30 days
after completion of fine grading.
14. Contact the Ber-ue County Building Inspector
for inspection or,c approval of erosion control measures.
15. Clearing limits moll extend 10' maximum beyond disturbed
areas unless noted otherwise on this plan.
16. Temporary grossng shall be performed in a manner
consistent with Specification Section 02930, 'Permanent
Grossing", using 25#/acre seasonal small grain (millet, rye,
or wheat), applies similar to Permanent Grassing.
NN
84
/
/
:♦
83
i
/
i
P00 ATE 1
/
i
/
/
/
/ 85 84
/
84
/
/
/ 4
83
/
/
/
8
/
/ / PGE 83 86 83
� SE PREP
RAP 5P�" 84 �
/ ,100
C pI5° 0 4 84
85 ) r11
84
�- CLEARING LIMITS
m
1 \
\ Bs
84
\ 85
LI. 2.9
86
L0 2.9
87
85 8
\
86
8 �\
A \ \
M.
84 1�7
PS
84
85 _73
GAP �?,
82 83 1 �o 4 0
81 0 AD*
IN
BUf�Df'�cE'QvfcE'
f �00ERo 85 DC o
I�G SjN � SSE J` •• •
G 6P 4
PS o ER ENS (BPS
0 r TB�1�01�
\ ul,�
C.P. 'r i tRAS'N
18in. \ I. 5.5 D / NEB 00?
LL=76. D j i TANK PEE P
2 Pro CMP r 82
1 C. I 2 t 5 ...''�- D PS 81 USHE `�
78 7 O CR N
D BDIL01
\ RRCOAL Sr�RAG 5ED SEWAGE off
` PROP POSAL AREA
R p DIS
fEWA TER
\ yVA B.SIN
\ A �.
79
s 30 00 CUP
80 c,a F` 80 i i GL79
GL GL GL
GL
�; n�nlnlG BOIL _
ap
OOOOP 80�� 80
80 \ l
• 80 ,
8 LO.=77.0
24' C.P. 80
LL=77.,i 82
BO
80
I,- A
86
8\
86
2410 CMP
\ 86
8 85
M,
CLEARING LIMIT
� • 85 /
85
1 /
. 15in. CMP
I
I 84� 4 ♦♦
I
f
I /
i
i
85 1 /
♦ 85 85
/
85
/
85
i
/
12 "0 CMP (TYP.
UNLESS NOTED)
84 LEGEND
/ ♦ RR go RIP RAP LINED CHANNEL
P 0 PAVED CHANNEL
/ r5"m CMP GL GRASS LINED CHANNEL
/ D PERMANENT DIVERSION
i -- PD PERIMETER DIVERSION DIKE
— �-- SIL T FENCE
♦
PS PERMANENT SEEDING
RR RIP RAP
♦
TEMPORARY CONSTRUCTION ENTR.
0 TFMPORAR Y SEDIMENT BASIN
—;� FENCE
_ _ PROPERTY LINE
CUL tVERT
PRE —CONSTRUCTION CONTOUR
FINISHED CONTOUR
/�. EXISTING TREE LINE
CHECK DAM
GENERAL NOTES:
1. Site topography taken from topographical mcc orate fw
Duke energy C01POIT607 by Alan, ---Hines PC
dated Ala ch 21, 1991
2 5erntions hosed a? Naha??/ Geodetic Verticv'Ootum of
1929.
3. the &OSILX Control Plop sho// be 1;77P1eme?71&= ccrrcrr W&
with de0ni7g and grading. Clearing sjro/l not Fred the lints
s�iawrt
4. All cu/rerts .shall be Qoss III RCP In occordo.e fifth
$oern Section 02720, unless noted otherwise. aee Org
(later) for schedule and detois:
5. Ccrrfair Infer► / = 1 foot
5. the o-est and toe of ail slopes sholl be roumx' to Remit
easy operation of gross mowing or slopes
SEAL
r�
ftQQ `Yl �,
_ = SEAS =
ti.� NO I NE �,.f" C) ,�
/o-3i-91
T
DRAWN:
J. R. MEDLIN
DA 8/21/91
DESIGNED: J.
R. MEDLIN
DA7:
8/21/91
CHECKED:
J.
R. MEDLIN
DAT
8/21/91
E. INSP.
D.
E. BROEILS
DA7:
8/21/91
C. INSP.
T.
B. DAVIS
DAB
8/21/91
M. INSP.
C. B. JONES
DA`-:
8/21/91
APPR.
R.
L MISENHEIMER
DA
8/21/91
i I 1
POWER ENGINEERING • CONSTRUCTION • OPERA -IONS Ac MANTD4ANCE
BERTIE COGENERATION
PARTNERSHIP
BERTIE COGENERATION
FACILITY
LEWISTON, NORTH CAROUNA
DRAWING TITLE
PERMIT DRAWING
GRADING, PAYING, DRAINAGE,
AND EROSION CONTROL.
DRAWING N0, REV
4361-06-1600.00-0003 P1
ji SCALE: 1" = 100'

1 I
�d t000-0000091-90—Mt
n�a
i' n" mot' n•
g I 6
7 I 8 I 9 I 10 I 1�
NO TES:
11. Fa- Notes and Refe&Xn ' see dmwrng 160000-WO..
Hi
GI
FI
E
C
0 i
SPILL WA Y CSEE'
DETAIL. 'A) —
EL. 75.25
NOTE.- CONSTRUCTION AND DETAILS SHALL CONFORM
T NORTH CAROLINA EROSION & SEDIMENT CONTROL
STANDARD & SPECIFICA 770N 6.61
ELEVA TION OF CHECK DAM
SEDIMENT BASI/V #>
DRAINAGE AREA = 35 AC
PEAK RUNOFF, 010 = 118 CFS
TOTAL VOLUME= 63, 000 FT3
SEDIMENT STORAGE VOLUME = 35, 000 f-.f
CLEANOUT ELEV. 77. 0
DITCH BANK
CLASS A ORB
,—EROSION CONTROL STONE
BIBIIJIt:::IIJIL::JIt--iIt=:JIt�iL�i�
SECTION THRU CHECK DAM
STONE CHECK DAM
POINT A POINT B
I I I)
I '
'L ' = 7HE DISTANCE SUCH
7HA T POINTS A & B ARE OF
EQUAL ELEVA 776K
SPA CING BETWEEN CHECK DAMS
14 GA. WIRE FENCE W/
6'x6" MESH (SEE NOTE' 3) —
MIRAFI FZL TER FABRIC
OR EQUAL
4 "x4 " PINE OR 1.-T-T�/f T.
STEEL POSTS' (SEE N07E- 4)
�ppa
d9llill
OUTLET EL 75 0
.:)CC itr L: V(/!LL / J�nuLLLL.n riv. ua.. •..a.-
36'0 CMP ANTI— VORTEX DEVIX
�� h
EL 79. 0
2110 CMP VERTICAL
SPILL WA Y
CLEANOUT
EL 77.0
R
fn £L. 75.25
a R
B� �7_
4'-0' SO.
NOTES.•
1) ALL CO►RRUGA TED METAL PIPE SHALL BE 14 GA G_
2) SEE SCHEDULE.
3) VFR77CAL SPILL WA Y SHALL BE PRE -FORA lED WITH 3/4'.
HOLES SPACED 3" ON CENTER.
4) LOWER 2 FEET OF THE VFR77CAL SPILLWAY SHALL BE
COVERED WITH COARSE AGGREGA 7F THAT WILL ALLOW
COMPLETE DRAINAGE OF THE POOL
DETAIL 'A "
NOTE
EN RA/YOE 9VALL BE AIAP17AINIP
S7/O V Tl1AT 7RAO lrNG OF A/UO
PUBLIC ROAD ,9VA[[
BE f35'Ej'fNIFD. � ��
o•
/
/
t we.
6'
GRA VELED CONSTRUC TION EN TRANCE
VAR 12'—O'
DI SRSION DITCH
(TO BE IN PLACE PRIOR TO DISTURBING SITE-)
TREE-LDNE
EXISTING GRADE"
i
PIPE OUTLET STABILIZA TION
Do
L
W
APRON STONE
12'
6'
7'
CLASS 8 RIP —RAP
15"
8'
10'
CLASS 8 RIP —RAP
18"
10'
12'
CLASS B RIP —RAP
21 "
12'
14'
CLASS 8 RIP —RAP
24"
14'
16,
CLASS B RIP —RAP
27"
16'
18'
CLASS B RIP —RAP
30"
18'
27'
CLASS B RIP —RAP
36'
1 20'
23'
CLASS 9 RIP —RAP
2'--O"
VAR
MIN. MIN.
ROADWA Y
2
lYP HP (�
50.• 1 /r 50-1 1
- 3 3
2 =0" UNLESS NOTED (SEE PLAN)
TYP. CROWNED ROAD SECTION
FOR PA *VG SEE TYP DETAIL
AND SPEC. SEC770N 02500
)"LAIV
FIL TER FABRIC
SECTION
PTPF n1/T/ FT T FT A T AREA
SL OPE VARIES'
BERM DITCH
(SEE PLAN)
1 1/2- SURFACE COURSE
2 1/2' BINDER COURSE--�
YARD
COMPACTED FILL, ROAD BED,
OR RAIL BED
5 =0'
PERIMETER & DI VERSION DITCH
(TO BE �V PLACE 1 TO DISTURBING SITE)
PLAN
SECTION
YARD SLOPE
2
1
PIPE OUTLET TO DEFINED CHANNEL
EC TION WITH Y
FOR PA VING SEE TYP DETAIL
AND SPEC. SEC I70N 02500
4 "x8" 7RENCH W/
COMPACTED BACKFILL
PA VING & BASE FOR ROADS & 0 NER AREAS
NOTES' I I BASE' COURSE — NCSHC TYPE B=10'
1) REPLACE DAMAGED FABRIC PROMP7Z Y. I " BIT. CONCRETE BINDER COURSE — NCS-JC
2) REMOVE SEDIMENT WHEN IT REACHES 1/3 OF FENCE HEIGHT. 10" BASE COURSE TYPE H=2 1/2"
3) W7RE MESH SUPPORT FENCE MA Y BE ELAlINA TED WHEN BIT. CONCRETF SURFACE COURSE — NCS�/C
EX7RA S7RENGTH FIL 7FR FABRIC AND CLOSER POST TYPE I--1=1 1/2'
SPACING ARE USED.
4) POSTS' SHALL BE SPACED A MAXNUM OF 10 FEET APART. WHEN
EXTRA 57RENGTH FABRIC IS U50 WITHOUT 7NE WIRE SUPPORT
FENCE POST SPACING SHALL NOT �'CEED 6 FEET. t
TYPICAL PAVING DETAIL
FENo
LM
YARD SL OPE
1
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DAT
DESIGNED
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K-CH
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REV
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DESIGNS i C-IEC!C^
CML
ELEC
KECH
APW
REV
DATE
DESIGNED I CHECK.�D i
CML
ELEC
TECH I
APPR'D
f
i I
I
REV
DATE
I DESIGNED 1 CHECK '
CML
ELEC
I KECH I
APQR D
i
REV
DATE
I DESIGNED' :HMK:2
I
ELEC
KECH
IAPPR'D
RELEASED FOR PERMPM
P1�-
REV
DATE
DESIGNEC CHECK:
CML
ELEC
KECH
APPR'D
RELEASED FOR PERMMNS
PO .
8/21/91
JRM JRfri
! TBD
DEH
CBJ
I RLM
REV
DATE
DESIGNED NECKED
CML
ELEC
MECH
APPR'D
SEAL
\A CA;
OF ESS: v 4-
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SEAS
i 12���
�nnni��fi``�
DRAWN:
J. R. MEDLA I
DATE
8/21/91
DESIGNED: J. R. MEDL2
DATE:
8/21/91
CHECKED: J. R. MEDLIN
DATE:
8/21/91
E. INSP.
D. E. BROELS
DATE:
8/21/91
C. INSP.
T. B. DAVIS
DATE:
8/21 /91
M. INSP.
C. B. JONES
DATE:
8/21/91
AFAR.
R. L. MISEIt-ENER
DATE:
8/21/91
POWER ENGp4EEFtW,• CONSTRUC X)k • OPERATIONS tMWENAIMM
BERTIE C G GENERATION
TWM r,:E.ir
BERTIE COGENERATION
FACILITY
LEWISTON, NORTH CAROLINA
DRAWING TITLE
PERMIT: DRAWING
ERO,3%I0N CONTROL.
SECTIONS & DETAILS
DRAWING NO. REV
4361-06-1600.00-0004 P1
ji SCALE: NONE