SW1210503_Plansheet - Project Area_20210730

C.P
11 �Nk
C6
CONSTRUCTION
05 ENTRANCE
PER 01/C5.0
CO
CD
LID
I &I, \I . 05r INSTALL DOUBLE N54'44'25"W S69'04'30"W
,9 sr, Z
0, 25.81'
,9
ROW OF SILT %%, S1�8-;.6-43"W 19-:25'0-48-28"W
FENCE 10'APART 24.05- 16.20'
N22'02'24"W
15.10'
S72'1 1'22"W SILT FENCE co
10.79' PER 03/C5.0 N89'48'55"E SOUTH RN RAILWAY
LENGTH 3194 15.24' 200'R/W( RP.B.3,PG.15)
N67*50'06"E
44111111, 21.23'
A
ANC ETE
WASHOUT ZL
PER 02/C5.1 N01'46'32"E
4111111, 41.41'
N26'58'54"W
A,
23.97'
tkto,
1?0 BEGIN SUPER
d 4
SILT FENCE
SILT FENCE FOR STOCKPILE
SILT FENCE SHALL MAINTAIN
3 FEET OF CLEARANCE FROM TOE
A
OF STOCKPILE
(LOCATION TO BE FIELD VERIFIED)
UA
k
S49'42'33"W
13.04'
J I
LIMITS OF CONSTRUCTION
N66'05'58"E
15.01,
0 S59'40'05"W
19.15'
N31'39'47"W
28.81'
N40'22'20"E
20.31'
SILT FENCE
PER 03/C5.0
LENGTH 2525 L.F.
END SUPER
SILT FENCE
LENGTH 300 L.F.
NOTES
1 INSTALL PERIMETER SEDIMENT CONTROL, DIVERSION DIKES, AND
TEMPORARY CONSTRUCTION ENTRANCE PRIOR TO ANY LAND
DISTURBANCE.
2. DURING INSTALLATION OF SILT FENCE, MAKE SURE SUPPORT
POSTS ARE ON THE DOWNHILL SIDE OF THE FABRIC
3. VERIFY POSTS ARE CORRECTLY SPACED.
4. AFTER INSTALLATION, TUG ON THE TOP OF THE FABRIC BETWEEN
POSTS TO ENSURE THAT IS EMBEDDED TIGHTLY.
5. MAKE SURE FABRIC IS SECURELY ATTACHED TO THE POST,
WITHOUT EXCESSIVE SAGGING.
6. ENSURE GEOTEXTILE OVERLAP IS USED ON HEAVY DUTY TYPE
FENCE AS APPLICABLE.
7. ENSURE SOIL IS COMPACTED (NOT TURNED OVER/LOOSENED) FOR
MACHINE SLICE FENCE AS APPLICABLE.
8. NOTE AND RECORD BLOWOUTS, SECTIONS WHERE THE FENCE IS
DOWN, ETC.
9. NOTE THE CONDITION OF SUPPORT POST ALONG EACH SECTION OF
SILT FENCE.
10. FOR PERIMETER CONTROL DITCHES OBSERVE THE FLOW
PERIMETER OF DITCHES AND NOTE ANY VERTICAL OR HORIZONTAL
SCOUR EROSION AND LOOK FOR SCOUR AND OFFSITE DISCHARGES
WHERE DITCHES OVERFLOW DURING HEAVY RAINS.
11. INSTALL THE VEHICLE TRACKING BMP PRIOR TO ANY LAND
DISTURBING ACTIVITY.
12. ALL CONSTRUCTION TRAFFIC SHOULD BE LIMITED TO EXITING THE
SITE THROUGH THESE DESIGNATED LOCATIONS.
13. ENSURE TRAFFIC SAFETY AT EXIT POINTS IN ADDITION TO SITING
EXITS WELL DRAINED LOCATIONS.
PROJECT LEGEND
EXISTING I PROPOSED
TOP OF BANK
PV EQUIPMENT PAD
ADJOINER LINE
BATTERY CONTAINER
PROPERTY LINE
INVERTER
OVERHEAD POWER
TRANSFORMER/AUX. PAD
CURB & GUTTER . .........................................................................
MV SWITCHGEAR
RIGHT OF WAY
CONTROL ROOM
EASEMENT LINE
PV PANEL
SANITARY SEWER
VEGETATIVE SCREENING
STORM DRAINAGE
LIMITS OF CONSTRUCTION
GAS LINE
PERIMETER FENCE
WATER LINE
SITE ACCESS ROAD
UNDERGROUND ELECTRIC
MAJOR CONTOUR
UNDERGROUND CABLE
MINOR CONTOUR
WOODS LINE
PROPOSED WOODS LINE
RAILROAD
LEASE LINE
CONCRETE
ASPHALT
FLOODWAY
100-YR FLOOD
500-YR FLOOD
MAJOR CONTOUR 100
MINOR CONTOUR
GUY WIRE
UTILITY POLE
TREE
NN
Know what's below.
Call before you dig.
CIVIL DESIGN
J�y
SEI Engineering
Erigi nLe ring a Wo� �d F�om?red bySolarEneigy
SEI PROFESSIONAL SERVICES
39845 MATHEWS LANE
PAONIA, CO 81428
[e-mail]
970.527.3920
ENGINEER
EPC CONTRACTOR
wARTSILA
WARTSILA NORTH AMERICA, INC
11710 N. GESSNER ROAD, SUITE A
HOUSTON, TX 77064
[phone]
DUKE PROJECT NUMBER
446-14
DUKE SHEET NUMBER
HSPOO-CV-C-PL-04
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UNITED RENEWABLE ENERGY
5895 SHILOH RD STE 104
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Know what's below.
Call before you dig.
CIVIL DESIGN
J�y
SEI Engineering
Erigi nLe ring a Wo� �d F�om?red bySolarEneigy
SEI PROFESSIONAL SERVICES
39845 MATHEWS LANE
PAONIA, CO 81428
[e-mail]
970.527.3920
ENGINEER
EPC CONTRACTOR
wARTSILA
WARTSILA NORTH AMERICA, INC
11710 N. GESSNER ROAD, SUITE A
HOUSTON, TX 77064
[phone]
DUKE PROJECT NUMBER
446-14
DUKE SHEET NUMBER
HSPOO-CV-C-PL-04
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PHASE
IFC REV3
DATE 2/10/21
DRAWING SCALE
ill = 60'
NOTE If this drawing is not 24x36" it has been
revised from its original size the scales noted on
drawing/details are no longer applicable.
DRAWN BY DRAWN BY
REB I
DRAWING NAME
INTIAL EROSION &
SEDIMENT CONTROL
C3.0