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EXISTING OVERHEAD ELECTRIC
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EXISTING STORM DRAINAGE
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EXISTING SANITARY SEWER
EXISTING FENCE LINE
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EXISTING UNDERGROULNO COMMUNICATION
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EXISTING BUILDING OVERHANG
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EXISTING WATER LINE
BOUNDARY SURVEY
EXISTING CURB AND GUTTER
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EXISTING MAJOR CONTOUR
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EXISTING FIRE HYDRANT
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EXISTING WATER METER.
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EXISTING GAS METER
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EXISTING ELECTRIC BOX.
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EXISTING ELECTRIC JUNCTION
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EXISTING LIGHT POLE
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EXISTING POWER POLE
SHEET 8 OF 9
EXISTING POWER POLE GUYS
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EXISTING TELEPHONE PEDESTAL
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EXISTING COMMUNICATION BOX
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EXISTING COMMUNICATION JUNCTION
EXISTING DROP INLET
EXISTING CURB INLET
EXISTING STORM DRAIN uATCH BASIN
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EXISTING STORM DRAIN :MANHOLE
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EXISTING SANITARY SEVIER MANHOLE
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EXISTING SANITARY CLEANOUT
EXISTING SURVEY CONTROL POINT
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EXISTING BOLLARD
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EXISTING REMOVABLE EOLLARDS
DRAWING INDEX
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DRAWING NAME
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SHEET 1 OF 9
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COVER SHEET & DRAINING INDEX
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BOUNDARY SURVEY
SHEET 3 OF 9
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TOPOGRAPHIC SURVEY
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SHEET 4 OF 9
C -1
DEMOLITION AND CLEARING PLAN
SHEET 5 OF 9
C -2
SITE PLAN
SHEET 6 OF 9
C -3
EROSION CONTROL PLAN
SHEET 7 OF 9
C -4
EROSION CONTROL DETAILS
SHEET 8 OF 9
C -5
SITE DETAILS
SHEET 9 OF 9
C -6
GRADING PLAN
VICINITY MAP
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FOR CONSTRUCTION
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PERIMETER FENCE POINT TABLE
Point
Northing I Easting
Description
101
445711.7441 2306447.366
FENCE CORNER
102
445811.9721 2306554.860
FENCE CORNER
103
446280.90E1 2308054.125
FENCE CORNER
104
446225.0841 2308100.276
EXIST. FENCE CORNER
105
445778.09 2308469.819
EXIST, FENCE CORNER
106
445689.1761 2308 43.332
FENCE CORNER
107
445414.6531 2307551.837
GATE POST
108
445408.2481 2307528.707
GATE POST
109
445229.74` 2306883.991
FENCE CORNER
FENCE
SEE DETAILS
ON SHEET C-5
20' SETBACK
FROM PROP LINE
N/F
KILPATRICK FARMS, INC.
DEED BOOK 1385, PAGE 211
00
+
PV ARRAY
103 -55-)
7
N/F
HARVEY D. FORT\ 7 Im
BK. 901, PAGE 656 _T
BK, 1216, PAGE 255 102 L 17. 1 1 1 1
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17 1
A -
J
F
L
A
<0 T
-F -F
7 17
H
IF
7 7
L
7'
71
L
7 1
30" CMP % L i
INV IN = 74.2 1 7
INV OUT = 74.2' -F SIN
L
j- 7 1
LEGEND: -F -F 107
C/L - 0005ZLINE
108
R/W - RIGHT OF WAY
N/F - NOW OR FORMERLY
EDP - EDGE OF PAVEMENT -F
0 FN F&HYDRANT u
0 LP LI POLE
0 PP POWER POLE /7
0 ISF RON STKE FOUND
0 ISS IRON STAA KE SET
0 EIS EXISTING IRON STAKE
30' SETBACK
FROM EOP
0 IRF N ROD FOUND
0 IRS -IRON ROD SEr 24' WIDE SWIt4G--GATE
IRO
0 EIR EXISTING IRON ROD
0 IPF IRON PIPE FOUND SEE DElAftT
0 IPS fRON PIPE SET WETLAND IMPACT-,
0 EIP EXISTING IRON PIPE u EN-,,,iSV --ON--SITEET C -5
0 RRS RAILROAD SPIKE AREA 1
0 P RIVE
KF PK NAL FOUND CONC. DRIVE
o PKS N NAIL SET 30 CMP ? SEE DETAILS
O MW MAG NAIL FOUND
0 MNS MAG NAIL SET
109
0 AXLE AXLE FOUND INV N = 72.2' ON SHEET C-5
El EOM Damm CONCRETE MONUMENT INV OUT 72.2'
❑ CMF CONCRETE MONUMENT FOUND
A NCGS - NC GEODETIC SURVEY TRAVERSE STATION
PROPERTY LINES OF THIS SURVEY
TIE LINES. OLD PROPERTY LINES, ETC.
FENCE LINE
TOWN OF KENANSVILLE
DITCH OR OLD ROAD AS NOTED DEED BK. 647, PG. 27
E---E- ELECTRIC POWER LINE
NOTES:
36" (IMP
'
ALL AREAS COMPUTED BY COORDINATES INV 71 13,
.
DISTANCES SHOWN ARE HORIZONTAL (MD. INV 0 U 7 5'
DISTANCES ARE SCALED TO GRID. 50' SETBACK
THIS PLAT WAS PREPARED WITHOUT THE FROM ROW
BENEFIT OF A TITLE REPORT WHICH MAY
REVEAL ADDITIONAL CONVEYANCES, EASEMENTS.
OR RIGHT-OF-WAYS NOT SHOWN. ALL
PROPERTY OWNERSHIPS LISTED WERE
TAKEN FROM CURRENT TAX RECORDS. N/F
GIPS GRID REFERENCE: THURMAN BROWN
DEED BOOK 466, PAGE 405
COMBINED GRID FACTOR = .99988153
N.C,G.& TRAVERSE STATION 'KENANPORT"
NAD 83(2011) COORDINATES`
N M.1684
E ®2
ELEV. - 13215
0,
v5)
0
X6
FOR CONSTRUCTION
0 100, 200'
SCALE:1"=100'
llmml mot
WETLAND IMPACT
AREA 6
WETLAND IMPACT
/AREA 5
L
SEEDING SCHEDULE
j- L
j-
-F
TYPE
APPLICATION RAT
Ld
j-
3,000 LOS/ACRE
ALL
FERTILIZER (10-10-10)
-F
SEASONS
j-
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-L
-F
11. F
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1.5 TONS ACRE
0
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DATE
TYPE
F
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04
7
N/F
HARVEY D. FORT\ 7 Im
BK. 901, PAGE 656 _T
BK, 1216, PAGE 255 102 L 17. 1 1 1 1
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-F -F
7 17
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7 7
L
7'
71
L
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30" CMP % L i
INV IN = 74.2 1 7
INV OUT = 74.2' -F SIN
L
j- 7 1
LEGEND: -F -F 107
C/L - 0005ZLINE
108
R/W - RIGHT OF WAY
N/F - NOW OR FORMERLY
EDP - EDGE OF PAVEMENT -F
0 FN F&HYDRANT u
0 LP LI POLE
0 PP POWER POLE /7
0 ISF RON STKE FOUND
0 ISS IRON STAA KE SET
0 EIS EXISTING IRON STAKE
30' SETBACK
FROM EOP
0 IRF N ROD FOUND
0 IRS -IRON ROD SEr 24' WIDE SWIt4G--GATE
IRO
0 EIR EXISTING IRON ROD
0 IPF IRON PIPE FOUND SEE DElAftT
0 IPS fRON PIPE SET WETLAND IMPACT-,
0 EIP EXISTING IRON PIPE u EN-,,,iSV --ON--SITEET C -5
0 RRS RAILROAD SPIKE AREA 1
0 P RIVE
KF PK NAL FOUND CONC. DRIVE
o PKS N NAIL SET 30 CMP ? SEE DETAILS
O MW MAG NAIL FOUND
0 MNS MAG NAIL SET
109
0 AXLE AXLE FOUND INV N = 72.2' ON SHEET C-5
El EOM Damm CONCRETE MONUMENT INV OUT 72.2'
❑ CMF CONCRETE MONUMENT FOUND
A NCGS - NC GEODETIC SURVEY TRAVERSE STATION
PROPERTY LINES OF THIS SURVEY
TIE LINES. OLD PROPERTY LINES, ETC.
FENCE LINE
TOWN OF KENANSVILLE
DITCH OR OLD ROAD AS NOTED DEED BK. 647, PG. 27
E---E- ELECTRIC POWER LINE
NOTES:
36" (IMP
'
ALL AREAS COMPUTED BY COORDINATES INV 71 13,
.
DISTANCES SHOWN ARE HORIZONTAL (MD. INV 0 U 7 5'
DISTANCES ARE SCALED TO GRID. 50' SETBACK
THIS PLAT WAS PREPARED WITHOUT THE FROM ROW
BENEFIT OF A TITLE REPORT WHICH MAY
REVEAL ADDITIONAL CONVEYANCES, EASEMENTS.
OR RIGHT-OF-WAYS NOT SHOWN. ALL
PROPERTY OWNERSHIPS LISTED WERE
TAKEN FROM CURRENT TAX RECORDS. N/F
GIPS GRID REFERENCE: THURMAN BROWN
DEED BOOK 466, PAGE 405
COMBINED GRID FACTOR = .99988153
N.C,G.& TRAVERSE STATION 'KENANPORT"
NAD 83(2011) COORDINATES`
N M.1684
E ®2
ELEV. - 13215
0,
v5)
0
X6
FOR CONSTRUCTION
0 100, 200'
SCALE:1"=100'
llmml mot
WETLAND IMPACT
AREA 6
WETLAND IMPACT
/AREA 5
L
SEEDING SCHEDULE
L
I
DATE
TYPE
APPLICATION RAT
Ld
LIME
3,000 LOS/ACRE
ALL
FERTILIZER (10-10-10)
800 LBS/ACRE
SEASONS
o
- F
-L
-F
1
1.5 TONS ACRE
0
Z
PERMANENT SEEDING
DATE
TYPE
APPLICATION RATE
ALL SEASONS
L
_F
04
p P
C
14
1
< UJ
APR, 1 SEPT. 1
1
-F
SEPT. 1 APR. 1
HULLED
75 LBS/ACRE
SEPT. I APR. 1 ONLY RYE GRAIN
50 LBS/ACRE
APR. 1 SEPT. 1 ONLY GERMAN MILLET
50 LBS/ACRE
-F
�
c
TYPE
APPLICATION RATE
DEC. 1 - APR. 15
KOBE LESPEDEZA
50 LBS/ACRE
RYE GRAIN
100 LBS/ACRE
APR. 15 - AUG.
15 GERMAN MILLET
40 LBS/ACRE
AUG. 15 - DEC.
15 RYE GRAIN
100 LBS/ACRE
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105,
106
18"CPP
P1 INV IN = 69.0'
INV OUT = 67.4'
18" CMP
INV IN = 69.2'
INV OUT = 68.5'
WETLAND IMPACTS
LOCATION: AREA 1
IMPACTED AREA: 233 SF
NECESSSITY: INSTALL PERMANENT CULVERT FOR
VEHICULAR ACCESS AROUND PV ARRAY.
LOCATION: AREA 2
IMPACTED AREA: 330 SF
NECESSSITY: INSTALL TEMPORARY CULVERT FOR
CONSTRUCTION AND EROSION CONTROL FEATURES.
LOCATION: AREA 3
IMPACTED AREA: 923 SF
NECESSSITY: INSTALL TEMPORARY CULVERT FOR
CONSTRUCTION AND EROSION CONTROL FEATURES.
LOCATION: AREA 4 (PERIMETER FENCE)
IMPACTED AREA: 1' 4" DIAMETER POLE FOUNDATION
EVERY 10 LF. - ESTIMATED 51 POLES - 72 SF
NECESSSITY: INSTALL FENCE POST FOR PERIMETER
FENCE, NECESSARY TO PROVIDE ADEQUATE SECURITY.
LOCATION: AREA 5
IMPACTED AREA: 398 SF
NECESSSITY: INSTALL PERMANENT CULVERT FOR
VEHICULAR ACCESS AROUND PV ARRAY.
LOCATION: AREA 6
IMPACTED AREA: 519 SF
NECESSSITY: INSTALL PERMANENT CULVERT FOR
VEHICULAR ACCESS AROUND PV ARRAY.
TOTAL WETLAND IMPACT: 2475 SF
m
SEEDBED PREPARATION
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED
ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH
AVAILABLE TOPSOIL 3 "" DEEP. TOTAL SEEDBED PREPARED
DEPTH SHALL BE 4" TO 6" DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE
REMOVED FROM THE SURFACE SO THAT THEY WILL NOT
INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF
VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH
AND UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO
BE ACCORDING TO SEEDING SPECIFICATIONS ON PLAN,
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER
ACCORDING TO SOIL TEST REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY
AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION.
7. MULCH WITH STRAW A PPLIED AT RATE OF 75-100 LBS./1000 S.F
ANCHOR WITH ASPHALT EMULSION TACK COAT AT RATE OF
14-28 GAL./ 1000 S.' T. OR 800-1200 GAL. /ACRE IF REQUIRED
BY ONSITE FINISH GRADE.
ALL DISTURBED AREAS SHALL BE SEEDED.
CURRENT ZONING - LI
ADJACENT ZONING - N/A
SETBACK REQUIREMENTS:
FRONT 50'
REAR 20'
SIDE - 20' (INTERIOR)
SIDE - 40' (CORNER)
SETBACK PROVIDED:
FRONT 50'
REAR 355' FROM PROPERTY LINE
SIDE - 30' FROM ACCESS ROAD
SIDE - 20' (INTERIOR)
BUFFERYARD REQUIREMENT:
N/A
NO MONUMENTAL TREES WILL BE IMPACTED
SITE PLAN NOTES
1. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ALL
BUILDING PERMITS.
2. PERFORM ALL WORK IN ACCORDANCE WITH THE NORTH
CAROLINA BUILDING CODE, DUPLIN COUNTY, AND
KENANSVILLE REQUIREMENTS.
3. PERFORM ALL WORK IN ACCORDANCE WITH THE
APPROVED EROSION CONTROL PERMIT, NATIONWIDE PERMIT
39, AND 401 WATER QUALITY CERTIFICATION.
4. ELECTRICAL DISTRIBUTION IN WETLANDS WILL BE
MOUNTED TO PV ARRAY FRAME. NO TRENCHING WITHIN
WETLANDS.
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SOIL AMENDMENTS,/FERTILIZER
DATE
TYPE
APPLICATION RAT
Ld
LIME
3,000 LOS/ACRE
ALL
FERTILIZER (10-10-10)
800 LBS/ACRE
SEASONS
o
MULCH
1.5 TONS ACRE
0
Z
PERMANENT SEEDING
DATE
TYPE
APPLICATION RATE
ALL SEASONS
TALL FESCUE
100 LBS/ACRE
04
COMMON BERMUDA
< UJ
APR, 1 SEPT. 1
UNHULLED
50 LBS/ACRE
SEPT. 1 APR. 1
HULLED
75 LBS/ACRE
SEPT. I APR. 1 ONLY RYE GRAIN
50 LBS/ACRE
APR. 1 SEPT. 1 ONLY GERMAN MILLET
50 LBS/ACRE
TP,APORARY SEEDING
DATE
TYPE
APPLICATION RATE
DEC. 1 - APR. 15
KOBE LESPEDEZA
50 LBS/ACRE
RYE GRAIN
100 LBS/ACRE
APR. 15 - AUG.
15 GERMAN MILLET
40 LBS/ACRE
AUG. 15 - DEC.
15 RYE GRAIN
100 LBS/ACRE
CURRENT ZONING - LI
ADJACENT ZONING - N/A
SETBACK REQUIREMENTS:
FRONT 50'
REAR 20'
SIDE - 20' (INTERIOR)
SIDE - 40' (CORNER)
SETBACK PROVIDED:
FRONT 50'
REAR 355' FROM PROPERTY LINE
SIDE - 30' FROM ACCESS ROAD
SIDE - 20' (INTERIOR)
BUFFERYARD REQUIREMENT:
N/A
NO MONUMENTAL TREES WILL BE IMPACTED
SITE PLAN NOTES
1. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ALL
BUILDING PERMITS.
2. PERFORM ALL WORK IN ACCORDANCE WITH THE NORTH
CAROLINA BUILDING CODE, DUPLIN COUNTY, AND
KENANSVILLE REQUIREMENTS.
3. PERFORM ALL WORK IN ACCORDANCE WITH THE
APPROVED EROSION CONTROL PERMIT, NATIONWIDE PERMIT
39, AND 401 WATER QUALITY CERTIFICATION.
4. ELECTRICAL DISTRIBUTION IN WETLANDS WILL BE
MOUNTED TO PV ARRAY FRAME. NO TRENCHING WITHIN
WETLANDS.
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I\ /
f N/F
HARVEY D. FORT \
\ fff BK. 901, PAGE 656
BK. 1216, PAGE 255
CORNER OF LEASE
N = 445,682.95' C ,
�
\� E = 2, 306, 405.E -`
A
30" CMP �\
INV IN = 74.2'
INV OUT = 74.2'
CORNER OF LEASE:
N = 445,818.65'
E = 2,306,552.771'
TBM 2
N = 445,675.89.
E = 2,306,423.36'
ELEV = 80.23`
J ROD WITH CAP F FUND
LEGEND:
C/L - CENTERLINE 09�
R/W - RIGHT OF WAY \ •\ h�C C"j,..
N/F - NOW OR FORMERLY
EOP o Fli - � O ENT
HYDRANT
o LP - LIGHT POLE \
O PP - POWER POLE
o SF - IRON STAKE FOUND >
o ISS -IRON STAKE SET
/� \ \�
o EIS - DWNG IRON STAKE
o IRF - RRON ROD FOUND O
O IRS - IRON ROD SET /7
\ \ \ \\
o OR - EXISTING IRON ROD
o IPF - IRON PIPE FOUND \�
o IPS -IRON PIPE SET
O OP - EXISTING IRON PIPE
o FIRS - RAILROAD SPIKE
o PKF - PK NAIL FOUND 30" CMP
o PKS - PK NAIL SET
o MNF - MAD NAIL FOUND
O MNS - MAG NAIL SET INV IN = 72.2'
o AXLE
CIA - DDWNG CO
❑ CONCRETE MONUMENT INV OUT = 72,
❑ CMF - CONCRETE MONUMENT FOUND
A NCGS - NO GEODETIC SURVEY TRAVERSE STATION
PROPERTY LINES OF THIS SURVEY
TIE UNES, OLD PROPERTY LINES, ETC.
=_= DITCH � SOLD ROAD AS NOTED CORNER OF LEASE
—E--E— ELECTRIC POWER LINE N = 445,210.98
NOTES: E = 2,306,834.95' -
ALL AREAS COMPUTED BY COORDINATES.
DISTANCES SHOWN ARE HORIZONTAL GRID.
DISTANCES ARE SCALED TO GRID.
THIS PLAT WAS PREPARED WITHOUT THE
COMPLY WITH THE P EROSION
6
cli
CONTROL PLAN, CONSTRUCTION
00�00
z oco
T MWATER PERMIT, PERMIT, 401
RIGHT -OF-WAYS NOT SHOWN. ALL
PROPERTY OWNERSHIPS LISTED WERE
N = 445,L 73.38'
w
_j
PERMIT.
0 � H
ELEV = -6.03'
z In Ir
o
IRON ROD WITH ,AP FOUND
0 V)
UQ
ELEV = 70.90'
zI
A
IRON ROD WITH CAP FOUNT
V) E
z 00
ZONE X l
f N/F
HARVEY D. FORT \
\ fff BK. 901, PAGE 656
BK. 1216, PAGE 255
CORNER OF LEASE
N = 445,682.95' C ,
�
\� E = 2, 306, 405.E -`
A
30" CMP �\
INV IN = 74.2'
INV OUT = 74.2'
CORNER OF LEASE:
N = 445,818.65'
E = 2,306,552.771'
TBM 2
N = 445,675.89.
E = 2,306,423.36'
ELEV = 80.23`
J ROD WITH CAP F FUND
LEGEND:
C/L - CENTERLINE 09�
R/W - RIGHT OF WAY \ •\ h�C C"j,..
N/F - NOW OR FORMERLY
EOP o Fli - � O ENT
HYDRANT
o LP - LIGHT POLE \
O PP - POWER POLE
o SF - IRON STAKE FOUND >
o ISS -IRON STAKE SET
/� \ \�
o EIS - DWNG IRON STAKE
o IRF - RRON ROD FOUND O
O IRS - IRON ROD SET /7
\ \ \ \\
o OR - EXISTING IRON ROD
o IPF - IRON PIPE FOUND \�
o IPS -IRON PIPE SET
O OP - EXISTING IRON PIPE
o FIRS - RAILROAD SPIKE
o PKF - PK NAIL FOUND 30" CMP
o PKS - PK NAIL SET
o MNF - MAD NAIL FOUND
O MNS - MAG NAIL SET INV IN = 72.2'
o AXLE
CIA - DDWNG CO
❑ CONCRETE MONUMENT INV OUT = 72,
❑ CMF - CONCRETE MONUMENT FOUND
A NCGS - NO GEODETIC SURVEY TRAVERSE STATION
PROPERTY LINES OF THIS SURVEY
TIE UNES, OLD PROPERTY LINES, ETC.
=_= DITCH � SOLD ROAD AS NOTED CORNER OF LEASE
—E--E— ELECTRIC POWER LINE N = 445,210.98
NOTES: E = 2,306,834.95' -
ALL AREAS COMPUTED BY COORDINATES.
DISTANCES SHOWN ARE HORIZONTAL GRID.
DISTANCES ARE SCALED TO GRID.
THIS PLAT WAS PREPARED WITHOUT THE
C)
BENEFIT OF A TITLE REPORT WHICH MAY
F�
REVEAL ADDITIONAL CONVEYANCES, EASEMENTS,
TBM
RIGHT -OF-WAYS NOT SHOWN. ALL
PROPERTY OWNERSHIPS LISTED WERE
N = 445,L 73.38'
TAKEN FROM CURRENT TAX RECORDS
E = 2,306,E.3,87'
GPS GRID REFERENCE:
ELEV = -6.03'
COMBINED GRID FACTOR m .89988153
IRON ROD WITH ,AP FOUND
N.C.G.S. TRAVERSE STATION 'KENANPORT'
ELEV = 70.90'
NA0 83(2011) COORDINATES:
IRON ROD WITH CAP FOUNT
N s 458,184.58'
ZONE X l
E ® 2,304,812.39'
ZONE AE-
ELEV. - 132.15
FH
N = 446,285.01' f �5
N/F E = 2,308,043.89' _ 3s3
DEED BOOK 13€35,PPAGE 1 i1t N = 446,223.44' E = S
2,307,964.72' �
E = 2,307,847.22'
N = 446,204.07' T ��
E = 2,307,785.01' Z J G�� CORNER OF LEASE
/ TOPSOIL STOCKPILE s E = 2308049.31'
1 9 9
LIMITS OF CONSTRUCTION
N = 445,941. 2'
E = 2,306,9 4.97'
N = 44,<<r5- -
rt{
E = 2 ;30 9._v...) 4 �
r is -,rIAAD L J
t7L`L!i',IEI.TION LINE 4 -L �
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1DECN 10" LIgE
-F 1
-F 1
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lam] :J
,--- -- -36" CMP
- INV IN = 71.6'
t;`•. INV OUT = 71.5'
\�\ % �6
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GRADING/EROSION CONTROL PLAN
7
. . .... .
--1
S F SILT FENCE
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
o
LIMITS OF DISTURBANCE
TD TD TEMPORARY DIVERSION SWALE
EDSILT FENCE ROCK OUTLET < >
FOR CONSTRUCTION
� 56�
`G.
00
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LEASE AREA
27.93 Acre
DISTURBED AREA: 27.1 ACRES (CALCULATED BY
GEOMETRY)
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BACKFILL CULVERT WITH #57 STONE
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f Z f �\ - :NETtANO AREA f TBM 4 �-'�o a
N = 446,033.17' ` Zzn N
-L RI DI�lOt AL -L WET E = 2,308,232.87' 96-9
Z -WET \N(3! AREA � 1 � DELINEATION LIN ELEV = 81.06' 'o
j° Jr- L L j- IRON ROD FOUND No
TOWN OF KENANSVILLE \ 0
W LAND f f f © DEED BK. 647, PG. 27 \
DELINEA -10N LINE 1 1 1 ��� LP a
SD5 SD4 �� a SEWAGE TREATMENT PLANT
PP
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ppPKOX\Wg-
R SED BASIN #2
TOWN OF KENANSVILLE
EED BK. 647, PG, 27
SKIMV ER SED BASIN #1
SILT FENCE ROCK O(JTLET (TYP.)
SEE DETAIL C -4 <1>
N/F
THURMAN BROWN
DEED BOOK 466, PAGE 405
�
-7B-'
�77-
%
--7
1
0 100 200'
SCALE:1 =100'
SKIMMER SED BASIN #3
18" CMP
INV IN = 69.2'
INV OUT = 68.5'
Construction Schedule
1. Obtain plan approval and other applicable permits-
and flag work limits.
3. Install temporary gravel r:
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N = 445,683.07'
E = 2,308,532.73'
ELEV = 70.90'
` 7
IRON ROD WITH CAP FOUNT
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E °- --2,508,546.52'
—
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- - -� 18"CPP
t`7
-�
INV IN = 69.0'
-- �-
INV OUT = 57_4'
18" CMP
INV IN = 69.2'
INV OUT = 68.5'
Construction Schedule
1. Obtain plan approval and other applicable permits-
and flag work limits.
3. Install temporary gravel r:
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2 -3 INCHES COARSE AGGREGATE--/ °
6- INCHES THICK
1. CONTRACTOR SHALL CONSTRUCT TIRE SCRUBBER AT ENTRANCE OF EACH CONSTRUCTION ROAD
ENTRANCE TO STATE ROAD. 2 -3 INCH COARSE AGGREGATE SHALL BE USED. P?0 SHALL BE 50
FEET LONG BY 20 FEET WIDE BY 6 INCHES DEEP MINIMUM. CONTRACTOR MAY USE LARGER
DIAMETER STONE AS NEEDED.
2. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE (TANDUM) TRUCKS.
3. LOCATE ENTRANCES IN ORDER TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTIC14 VEHICLES.
4. CONTRACTOR SHALL MAINTAIN "TIRE SCRUBBERS* IN CONDITION SUCH THAT TRUC;'S ARE
PREVENTED FROM TRACKING MUD ONTO STREETS AND MUD IS PREVENTED FROM ':=LOWING
DIRECTLY ONTO STREETS. TOPDRESS `TIRE SCRUBBERS" PERIODICALLY AS NEEDED.
5. LOCATE TEMPORARY "TIRE SCRUBBER" PADS ON BOTH SIDES OF CONSTRUCTION ROADWAYS
WHERE THEY CROSS STATE ROADS.
6. THE CONTRACTOR SHALL REMOVE TEMPORARY ENTRANCE /EXIT AFTER AREA HAS D-:!EN STABILIZED.
N.T.S.
-®-- -- OPERATION
ROLL OF SILT FENCE
HORIZONTAL CHISEL POINT \\ `
(76 mm WIDTH) 0
o
// % % 200 -300mm i //
\ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \\. �. \\. \ \\ \\\
// // // / / // // //
\� 1 E 8mm W DTH} N / N / N /// /� ,\ /
\// \ / / \ \//
\ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \\ ( . \� \ \\ \ \\ \\\ \ \\ \\ \\ \\ \\ \\
VIBRATORY PLOW IS NOTACCEPTABLE BECAUSE OF H ^aRIZONTAL COMPACTION
2:1 24" MAX
-- SECTION A -A \-
A 1.5'� MIN
9" MIN "
CLASS A OR B STONE FILTER FABRIC
A\
A A`
INSTALL GEO- FABRIC TEMPORARY EROSION CONTRO -;
UNDER AGGREGATE (CHECK DAM)
NOT TO SCALE
9' WIDTH
3:1 SIDE SLOPES
1.5' DEPTH & LINE WITH STRAW MATS
TEMPORARY EROSION CONTROL
(GRASS CHANNEL)
NOT TO SCALE
MISC. DETAILS
FABRIC
ABOVE
GROUND
0
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\ \\ \\\ \ \\ \\\ \ \\ \ \\ \\\
REQUIRES OVER - BACKFILL OF TRENCH
PRIOR TO MECHANICAL COMPACTION
SILT FENCE SLICING METHOD
N.T.S.
N.T.S. z
00
r
2:1 SIDE SLOPES
TOPSOIL
SILT FENCE, ° STOCKPILE ( SILT FENCE
WATERPROOF MEMBRANE
TEMPORARY EROSION CONTROL
(TOPSOIL STOCKPILE)
NOT TO SCALE 2' MIN
FLOW ---> COMPACTED SOIL
18" MIN
6' TYP
TEMPORARY EROSION CONTROL
(DIVERSION SWALE)
NOT TO SCALE
TOP OF DAM
DITCH AND BURY MEMBRANE
EDGE (MIN. 12 ")
N.T.S.
SPECIFICATIONS FOR STATIC SLICING METHOD
AOFTER COMPACTION FOR SILT FENCE INSTALLATION
SILT FENCE 1. The ba: ie of both end posts must be at least 2 -4" above the top of the silt fence fabric on the middle
posts for ditch checks to drain properly. Use a hand level or string level, if necessary, to mark base
points bef� )re installation.
2. Install osts 3-4 fleet apart in critical water retention areas and 6 -7 feet apart on standard applications.
3. Install ; 'osts 24 inches deep on the downstream side of the silt fence, and as close as possible to the
fabric, en sibling posts to support the fabric from upstream water pressure.
4. Install posts with the nipples facing away from the silt fence fabric.
/// �// /// i �/i �/i �// ///
\\ °a \\ \\ \\ ,\
\ \/ \ / ° \ \�j \ \j /\ \� /\ \ \//
\ /\ \ \ \
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CD
\\ \\ \\ \\ \\ \\ \\ \\
COMPLETED INSTALLATION
5. Attach he fabric to each post with three ties, all spaced within the top 8" of the fabric. Attach each tie
diagonally 45 degrees through the fabric, with each puncture at least 1" vertically apart. Also, each tie
should be positioned to hang on a post nipple when tightened to prevent sagging.
6. Wrap approximately 6 inches of fabric around the end posts and secure with 3 ties.
7. No more than 24" of a 36" fabric is allowed above ground level.
8. The ina:- aliation should be checked and corrected for any deviations before compaction. Use a
fiat - blades` shovel to tuck fabric deeper into the slit if necessary.
9. Compa ..Ting is vitally important for effective results. Compact the soil immediately next to the silt
fence fabrcr; with the front wheel of the tractor, skid steer, or roller exerting at least 60 pounds per sq.inch.
Compact is ;e upstream side first, and then each side twice for a total of four trips.
N\
/ N\
\ \ //\ / / \ \ ///\j \\
\j \ \j N / \ \/ \\/ N-/N N
TOP OF SILT FENCE
% \ \ �// MUST BEAT LEAST V
ABOVE THE TOP OF
\ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ THE WASHED STONE.
COMPACTED BACKFILL MUST BE LEVEL
WITH UNDISTURBED SOIL
SKIMMER SEDIMENT BASIN D =SIGN SUMMARY
--1
25% OF
BASIN #1
BA -31 N #2
BASIN #3
Q10 FLOW RATE
19 cfs
20 cfs
7 cfs
VOLUME REQUIRED
12,060 cf
12, 6 00 cf
4,680 cf
SURFACE AREA REQUIRED
6,175 sf
6,5:00 sf
2,275 sf i
VOLUME PROVIDED
13,580 cf
14,x,45 cf
4,812 cf
SURFACE AREA PROVIDED
6,272 sf
6,728 sf
2,450 sf
LENGTH
112 ft
116 ft
70 ft
WIDTH
56 ft
58 ft
35 ft
LENGTH /WIDTH RATIO
2:1
2:1
2:1
SPILLWAY WIDTH
19 ft
19 it
8 ft
SKIMMER SIZE
2.5 inch
2.5 inch
1.5 inch
ORIFICE DIAMETER
2 inch
2 nch
1.25 inch
DEWATERING TIME
3 days
3 tays
3 days
TOP OF BANK ELEVATION
78.5 feet
79 feet
77.5 feet
BOTTOM ELEVATION
74.5 feet
75 feet
73.5 feet
SPILLWAY ELEVATION
77 feet
77.5 feet
76 feet
SEDIMENT CLEANOUT ELEVATION
74.75 feet
73.75 feet
74.75 feet
DISCHARGE PIPE
4 inch
4 'nch
4 inch
ONE MINMEME1
1M i =®i®®N1
FRONT VIEW
NOTES:
1. REMOVE SEDIMENT WHEN HALlF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
4'MIN
STEEL POST
WOVEN WIRE FABRIC
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
2:
VATER ENTRY UNIT
VITH TRASH SCREEN GENERAL NOTES:
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME, MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS
WARRANT A CHANGE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
ORIFICE OPENING INSIDE THE INSTALLED.
HORIZONTAL TUBE WITH A 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT
CONSTANT HYDRAULIC HEAD THE DISCHARGE END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
SCHEDULE 40 PVC PIPE
OR ARM)
END VIEW
HOSE
JT PIPE
POTENTIAL FOR PIPING CAN
OCCUR. PROPER DESIGN
TO MINIMIZE DISCHARGE
AROUND PIPE MUST OCCUR.
:R ENTRY UNIT
DISCHARGE f
SCHEDULE
ARTHEN EMBANKMENT
EMERGENCY SPILLWAY
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
FLEXIBLE
PVC VEN
T
SIDE VIEW MAINTAIN DEPRESSION TO
MINIMIZE CHANCE OF-'
(NO SCALE) SKIMMER BECOMING STUCK
DRAWN BY T. R. EVANS 10/10
J. W. FAIRCLOTH & SON INC.
FAIRCLOTH SKIMMER® DISCHARGE SYSTEM WITH EMBANKMEN I TE (919) OTHSKIMME 244
FAX: [phone]
EMAIL: WARRENOFAIRCLOTHSKtMMER.COM
SILT FENCE EXTEND WIRE
FENCE A MIN.
OF ZPAST
OPENING
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MAX T APART MIN
Z INTO SOLID GROUND
16 "MIN
SECTION VIEW
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH.
3' FILTER FABRICAPRON
ON GROUND
j� BURY 6" UPPER EDGE OF
BURY WIRE FENCE AND 4 FILTER FABRIC APRON IN TRENCH
HARDWARE CLOTH
SILT FENCE ROCK OUTLET
1
N. T. S.
INLET
SEDIMENT TRAP
35% OF
25% OF
25% OF
15% OF
SURFACE AREA
SURFACE AREA
SURFACE AREA
SURFACE AREA
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
OUTLET
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DOUBLE
F
t..
GATE POST SCHEDULE
GATE LEAF WIDTH
(NOM)
ROUND
(NOM)
WEIGHT
6' -0" AND LESS
3" OD
5.79 # /LF
6' -0" TO 13' —Of"
4" OD
9.11 # /LF
13' -0" TO 18'-0°'
6" OD
18.97 # /LF
MORE THAN 18' -0"
8" OD
24.7# /LF
GATE FRAME SCHEDULE
GATE HEIGHT
ROUND
WEIGHT
AND WIDTH
(NOM)
HEIGHT LESS THAN 6' -0"
1 "
2.27 # /LF
WITH LEAF WIDTH
BLACK COATED VINYL /
NOT TO EXCEED 13' -0"
TIE WIRES OR
HEIGHT 6' -0" OR GREATER
2"
2 72 # /LF
AND WIDTH
N
BRACE RAIL
GREATER THAN ` 3' -0"
_j En
25-
77.50'
NOTES:
1. UNLESS OTHERWISE SHOWN OR SPECIFIED, THE; FENCE SHALL BE THE
STANDARD PRODUCT OF A CHAIN LINK MFG. & ALL SMALL PARTS &
ACCESSORIES SHALL BE THE STANDARD OF THE MFG.
2. GATE CONSTRUCTION SHOWN IS FOR INFORMAT;r0N AS TO TYPE AND
DESIGNATION USED ON THE LAYOUT PLANS. IN SO FAR AS POSSI-
BLE, GATES SHALL BE OF THE MANUFACTURER'S STANDARD DESIGN.
3. AT CONTRACTOR'S OPTION A WELDED HORIZON' -AL BRACE MAY BE
USED IN LIEU OF TRUSS RODS TO BRACE ALL WELDED GATE FRAMES.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID
CONSTRUCTION OF ALL GATES SUPPLIED.
5. WHERE GATE INSTALLATIONS ARE REQUIRED ON THE CON-
TRACT DRAWINGS. THE CONTRACTOR SHALL HAVE' THE OPTION OF
SUGGESTING VARIATIONS IN THESE GATES, PROI\�uDING THE VARIA-
TION IS CLEARLY SHOWN ON DRAWINGS SUBMV 7ED FOR APPROVAL
AND ACCOMPANIED BY AN EXPLANATION FOR THE VARIATION.
6. WHERE GATE POST BASES ABUT CONCRETE WALLKS, CURBS, OR
DRIVES; CONTRACTOR SHALL COORDINATE INSTAi- LATION & PLACE
A 1/2" EXPANSION JOINT BETWEEN BASE & A %JOINING CONCRETE.
7. FABRIC TO BE INSTALLED ON STREET SIDE OF POSTS WITH THE
WIRE CONNECTIONS LOCATED ON THE INTERIOR SIDE OF THE FENCE
8. GROUNDING SHALL BE PROVIDED TO CORNER 'POSTS AND 1 POST
IN THE MIDDLE OF EACH SPAN OF FENCING, SEE DETAIL THIS SHEET.
a
C. J. - I C. J
e
BRACE RAIL CLAMP DETAIL
BARBED -WIRE APRON
ON EXTENSION ARMS
12"
m
MOLDED EXOTHERMIC WELD
OR APPROVED CLAMP —TYPE
FITTING OF COPPER
TENSION BAND
TENSION BAND
(15" O.C. MAX. AND WITHIN 4"
FROM BOTTOM OF FABRIC)
FABRIC
FENCE POST
4" AWG STRANDED
COPPER WIRE
a_r_nr_G TIE WIRES
MAX.)
GRADE
3' -6" FOR POSTS 4" OD & LESS
4' -0" FOR POSTS 6" OD
4' -6" FOR POSTS 8" OD
o
A
0 0.
{ �1' -4" DIA. FOR POSTS 4" & LESS
2' -0" DIA. FOR POST 6" AND OVER.
FABRIC
BRACE RAILATTAGHMENT
TENSION BAR TO
ENGAGE EACH FABRIC LINK
TENSION BAR 6
CARRIAGE BOLT
END OR GATE POST DETAIL
TENSION WIRE
® TIE WIRE
(15" O.C. MAX. AND
WITHIN 4" FROM
BOTTOM OF FABRIC)
TENSION BAND DETAIL LINE POSTATTACHMENTS
Eli
HOOK BOLT USED
FOR STRETCHING
FABRICS IN GATES
"'c'ON BAND
'IPE BRACE
LOCK KEEPER GUIDE
' TRUSS ROD
0
GATE LATCH FORK
FASTEN FABRIC TO LINE
POSTS ® 1' -3" O.C. MAX.
FOR 3 STRANDS
BARBED WIRE W/
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SWINGING GATE PADLOCK DETAIL
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CORNER OF LEASE
X\. N = 445,818.65'
N/F E = 2,306,552.77'
HARVEY D. FORT ee
BK, 901, PAGE 656
8K. 1216, PAGE 255 102
CORNER OF LEASE
N = 445,682.95'
E = 2,306 405,aW`�
0
/I
TBM 2 -
i
N = 445,675,. 8
E = 2,306,423.36'
ELEV = 80.23'
N ROD WITH CAP FOL,,,,D
30" CMP
INV IN = 7 �4
_ �2'
INV OUT - 4. 2 +
JI
LEGEND:
C/L - CENTERLINE to 4
R/W - RIGHT OF WAY
N/F - NOW OR FORMERLY
o ED - EDGE OF PAVEMENT
FH P FIRE HYDRANT
0 LP LIGHT POLE
0 PP POWER POLE
0 fSF RON STAKE FOUND
0 Iss IRON STAKE SET
0 EIS EXISTING RON STAKE
0 IRKS IRON ROD FOUEND
0 RS IRON ROD ST
0 EIR OUSTING RON ROD
0 IPF RON PIPE FOUND
0 PS IRON PIPE SET
ND
EIP EXISTING IRON PIPE
0 RRS RAILROAD SPIKE
0 PKF PK MAIL FOUND
0 PKS PK NAIL SET 301,
0 MNF MAO NAIL FOUND CMP
0 MNS WAG NAIL SET INV IN = 72.2'
0 AXLE AXLE FOUND
❑ ECM DUSTING CONCRETE MONUMENT INV OUT = 72.2'
❑ CMF CONCRETE MONUMENT FOUND
A NCGS NO GEODETIC SURVEY TRAVERSE STATION
PROPERTY LINES OF THIS SURVEY
TIE LINES, OLD PROPERTY LINES, ETC.
DIMH OR BOLD ROAD AS NOTED CORNER OF LEASE
x FMCE LI
—E—E— ELECTRIC POWER LINE N = 445,210.98'
NOTES: E = 2,306,834.95'
ALL AREAS COMPUTED SY COORDINATES
DISTANCES SHOWN ARE HORIZONTAL GRID.
DISTANCES ARE SCALED TO GRID.
THIS PLAT WAS PREPARED WITHOUT THE
BENEFIT OF A 711LE REPORT WHICH MAY
REVEAL ADDITIONAL CONVEYANCES, EASEMEN
OR RIGHT-OF-WAYS NOT SHOWN. ALL
TBM 1
PROPERTY OWNERSHIPS LISTED WERE
N = 445,23_`,'8'
TAKEN FROM CURRENT TAX RECORDS.
2,306,853.87'
GPS GRID REFERENCE:
ELEV = 7E:.3'
COMBINED GRID FACTOR
IRON ROD WITH CD FOUND
N.C.G.S. TRAVERSE STATION 'KENANPORI'
F
NAD 83(2011) COORDINATES'
O�
ME
N
i�_I1L
:
E 2,304,812.39'
PVC
ELEV. - 132.15!
SIZE
N = 445,941,32'
E = 2,306,944.97'
N = 44`,;;,_55. * �Z', 5' I
E 2,306,92-
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DELkNEATIOMy UNE
Or
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1 J_ L
FOR CONSTRUCTION GRADING PLAN
in = 100'
O
0 100, 200'
SCALE:1"=100'
C-6
Ski
CMP
INV IN = 71.6'
INV OUT = 71.5'
ET N
NEITIOT LIRE
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10 inch
10 inch
J_
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30 feet
3, COMPACT SUBGRADE TO 95% MAXIMUM
35 feet
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TOWN OF KENANSVILLE
DEED BK. 647, PG. 27
N/F
THURMAN BROWN
DEED BOOK 466, PAGE 405
TOWN OF KENANSVILLE
DEED SK. 647, PG. 27
SEWAGE TREATMENT PLANT
,Zn F ml \
M ��
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INV IN = 69.2'
� SECU
INV OUT = 68.5' � SIDE RE SIDE
PERIMETER FENCE
7
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2 STORM PIPE SCHEDULE
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10 inch
10 inch
MINIMUM DEPTH OF 6 INCHES.
]�t
30 feet
3, COMPACT SUBGRADE TO 95% MAXIMUM
35 feet
15 feet
DENSITY.
UPSTREAM INVERT
C)
4. USE SATISFACTORY FILL MATERIAL IN
80.0 feet
79.5 feet
ACCORDANCE WITH ASTM D-2847; GW, GP,
DOWNSTREAM INVERT
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06 ow
GM, GP—GM, GC, GP—GC, GM—GC, SW, SP.
79.6 feet
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N.
5. PROVIDE TEMPORARY DIVERSION DITCHES
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o
AND TEMPORARY GRADE AS NECESSARY TO
1%
�
O
DIRECT RUNOF TO TEMPORARY BASINS.
COORDINATES
0
It
I
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M ��
is" CMP 'PUBLIC'
INV IN = 69.2'
� SECU
INV OUT = 68.5' � SIDE RE SIDE
PERIMETER FENCE
7
,OY
wN
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2 STORM PIPE SCHEDULE
0
SD1
I I
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fl,
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No mv)
fp
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TEMPORARY
TEMPORARY
PERMANENT
PERMANENT
TYPE
lqt"
PVC
PVC
PVC
LLJ
F-
SIZE
12 inch
10 inch
10 inch
10 inch
10 inch
]�t
30 feet
<
35 feet
15 feet
12 feet
UPSTREAM INVERT
C)
04 0
80.0 feet
79.5 feet
80.7 feet
DOWNSTREAM INVERT
74.8 feet
77.1 feet
79.6 feet
79.2 feet
To
r-
TBM 3
2%
1%
2%
2%
COORDINATES
1�100
It
I
64
UPSTREAM NORTHING
N = 445,311,19'
N = 445,959.45'
N = 445,943.54'
N = 445,984.99'
N = 445,980.49'
105 N = 445,683.07'
E = 2,308,532.73'
E = 2,308,053.63'
E = 2,307,944.00'
E = 2,308,056.x::2'
E = 2,307,921.96'
DOWNSTREAM NORTHING
N = 445,281.21'
z
N = 445,912.67'
ELEV = 70.90'
N = 445,970.11'
DOWNSTREAM EASTING
E = 2,307,080.73'
E = 2,308,063.49'
E = 2,307,960.50'
E = 2,308,051.54'
0
IRON ROD WITH CAP FOUND
Z
Ld
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Ld Li
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M ��
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INV IN = 69.2'
� SECU
INV OUT = 68.5' � SIDE RE SIDE
PERIMETER FENCE
7
,OY
wN
-I.-- I 2' -0"
2 STORM PIPE SCHEDULE
0
SD1
SD2
SD3
SD4
SD5
PERMANENT/TEMPORARY
PERMANENT
TEMPORARY
TEMPORARY
PERMANENT
PERMANENT
TYPE
CMP
PVC
PVC
PVC
PVC
SIZE
12 inch
10 inch
10 inch
10 inch
10 inch
LENGTH
30 feet
30 feet
35 feet
15 feet
12 feet
UPSTREAM INVERT
75.5 feet
77.8 feet
80.0 feet
79.5 feet
80.7 feet
DOWNSTREAM INVERT
74.8 feet
77.1 feet
79.6 feet
79.2 feet
80.5 feet
SLOPE
2%
2%
1%
2%
2%
COORDINATES
0
64
UPSTREAM NORTHING
N = 445,311,19'
N = 445,959.45'
N = 445,943.54'
N = 445,984.99'
N = 445,980.49'
UPSTREAM EASTING
E = 2,307,087.66'
E = 2,308,053.63'
E = 2,307,944.00'
E = 2,308,056.x::2'
E = 2,307,921.96'
DOWNSTREAM NORTHING
N = 445,281.21'
N = 445,931.12'
N = 445,912.67'
N = 445,970.787
N = 445,970.11'
DOWNSTREAM EASTING
E = 2,307,080.73'
E = 2,308,063.49'
E = 2,307,960.50'
E = 2,308,051.54'
E = 2,307,927.49'
BURY BOTTOM 20% OF PIPE FOR AQUATIC LIFE PASSAGE — PERMANENT PIPE ONLY
GEOTEXTII E
BURY BOTTOM 20% OF PIPE — PERMANENT PIPES ONLY
GROUND
EXISTING GROUND
L A
O STORm PIPE CROSS SECTION
N.T.S.
1 v = 20'
SILT FENCE
J,
SE to
0264123
n I-, T
FENCE COORDINATION I � I/ e, �/m
N.T.S.
011 sm 111
1 111 = 20'
6"Isaluslam-
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SHEET No.
C-6
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