NCC216915_Site Plan or Location Map_20211216

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6300 Mod Rd/ Wendell/ NC 27591 °
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1 st Submittal: October 8, 2021
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OVERHEAD ELECTRIC LINE
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SANITARY SEWER LINE —SS
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STORM DRAINAGE LINE
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WATER LINE
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MAJOR CONTOUR LINE
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MINOR CONTOUR LINE
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RIGHT OF WAY DEDICATION
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SIDEWALK & GENERAL UTILITY PLACEMENT
EASEMENT
VICINITY MAP
64
East
Wake
as High
P 01 School SITE 6R144\1
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OWN ER
OWNER: DAEDONG USA INC.
6300 KIOTI RD
WENDELL NC 27591-6824
CONTACT: CHRIS WHITLEY PHONE: [phone]
FAX: [phone]
EMAIL: [e-mail]
PREPARED BY
WithersRavenet
Engineers I Planners
137 S Wilmington St #200, Raleigh, NC 276011 Raleigh, NC 276011 t: 919.469.3340
license #: C-0832
www.withersravenel.com
CIVIL ENGINEER: CHARLES BOECKER, PE
[e-mail]
INDEX OF SHEET
R
TITLE
[C2.
COVER
EXISTING CONDITIONS AND DEMOLITION PLAN
SITE PLAN
SITE PLAN -ENLARGED
HEREBY CERTIFY THAT THIS PLAN WAS APPROVED BY THE (ADMINISTRATOR) OR (TRC) OF THE TOWN
OF WENDELL ON THE DAY OF , 2021.
ADMINISTRATOR
EROSION CONTROL, STORMWATER
AND FLOODPLAIN MANAGEMENT
APPROVED
EROSION CONTROL ❑ S-
STORMWATER MGMT. ❑ S-
FLOOD STUDY ❑ S-
DATE
17
K
couN ry ENVIRONMENTAL CONSULTANT SIGNATURE
EFFECTIVE: 08/23/77

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BOUNDARY CURVE DATA
CURVE
RADIUS
LENGTH
CHORD LENGTH
CHORD BEARING
DELTA
TANGENT
C1
55.00'
173.04'
110.00'
12°02'57"W
180°15'35"
24259.65'
GENERAL NOTES:
1. BOUNDARY, TOPOGRAPHIC, AND UTILITY INFORMATION PROVIDED BARTLETT ENGINEERING &
SURVEYING, PC DATED NOVEMBER 17, 2016.
2. AREAS COMPUTED BY COORDINATE CALCULATIONS.
3. ALL DISTANCES SHOWN ARE HORIZONTAL UNLESS NOTED OTHERWISE.
4. ALL RIGHTS -OF -WAY ARE PUBLIC UNLESS NOTED OTHERWISE.
5. A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA AS PER COMMUNITY
PANEL #3720177500J WAKE COUNTY NORTH CAROLINA DATED MAY 2 2006.
6. NO CEMETERIES WERE OBSERVED.
7. THIS PROPERTY IS SUBJECT TO ALL RIGHTS -OF -WAY, EASEMENTS, RESTRICTIVE COVENANTS AND
ORDINANCES.
8. NO STREAM DELINEATIONS HAVE BEEN PERFORMED BY NORTH CAROLINA DIVISION OF
ENVIRONMENTAL QUALITY.
9. WETLANDS SHOWN AT EASTERN PORTION OF PROPERTY WERE DELINEATED IN 2003.
10. WETLANDS SHOWN AT NORTHWESTERN PORTION OF PROPERTY WERE DELINEATED IN 2012.
11. ADJACENT PROPERTY OWNERSHIP AND ZONING INFORMATION FROM WAKE COUNTY G.I.S.
12. THIS PROPERTY LIES WITHIN THE NEUSE RIVER BASIN.
N/F
SHERRON, ILENE H
PIN 1775203905
DB4763 PG795
ZONING: R-30
USE: AGRICULTURE
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STEVENS, WILLIAM EARL & \
SUE R. •
PIN 1775324171 • / \ \ \\`\
DB3224 PG734 I \ \
ZONING: R-30 APP LOCATION OF •
USE: MANUFACTURED HOME FLOOD PRONE SOILS/ � I I
WAKE COUNTY � E 8°25'29"E 172.03' I EIPII
N88°25'29"E 979.97'
3.32
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BOUNDARY CUf
CURVE
RADIUS
LENGTH
CHORD LENGTH
C1
55.00'
173.04'
110.00'
II FDC � j \ N � ` /
.i 305
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GRAPHICSCALE
80 0 40 80 160
UNIVERSAL DEVELOPMENT GROUP LLC
PIN 1775204137 rn
DB11677 PG2734 IIJ /�I // // / 1 inch = 80 Ft.
ZONING CC
USE: VACANT
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Job No.
Drawn By
02150260
W&R
Date
Designer
10/08/21
ROE
Revisions
Sheet No.
C1 .0

MINIMUM 10
LINE WIRES
n
L -1�
N OTE:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW. o
I
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO M
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN N
AND TO REMOVE PRESSURE ON THE SILT
FENCE.
A
EFFECTIVE: 01/3
8'-0" MAXIMUM
FRONT VIEW
POST
FSTEEL
WOVEN WIRE FABRIC
�-SILT FENCE FABRIC
� FILL SLOPE
s
�6" MINIMUM COVER
o - OVER SKIRT
I -
N ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
IMUM 12-1/2 GAUGE
_RMEDIATE WIRES
GRADE
4• MIN.
FENCE
1SILT
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE 77
FRONT VIEW
II
BURY WIRE FENCE,
II
FlLTER FABRIC,
U
AND HARDWARE
STEEL FENCE POST I
CLOTH IN TRENCH
STEEL FENCE POST
SET MAX 2' APART
MIN. 18- INTO SOLI
WIRE FENCE
HARDWARE CLOTH
GROUND
FILTER OF #57
WASHED STONE
° 8
°
3• FILTER FABRIC
8 ON GROUND
0�
° Bo�D°ovvv
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
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Rio °ob d
2. REPLACE STONE
AS NEEDED TO ENSURE DEWATERING.
�'ul\
I
BURY WIRE FENCE AND HARDWARE CLOTH BURY 6" OF UPPER EDGE OF
FlLTER FABRIC IN TRENCH
I I
D
SECTION VIEW
COUNTY
NORTH CAROLIN
STANDARD SILT
FENCE OUTLET
EFFECTIVE: O1/31/08
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL ( SEE
MIXTURE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL-PUVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED
FOUR TO SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING
SEASON, IF POSSIBLE. IF STAND SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING
THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION
AFTER PERMANENT COVER IS ESTABLISHED.
MIXTURE
AGRICULTURAL LIMESTONE
2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS
FERTILIZER
1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE
500 LBS/ACRE - 20% ANALYSIS
MULCH
2 TONWS/ACRE - SMALL GRAIN STRAW
ANCHOR
ASPHALT EMULSION AT 300 GALS/ACRE
GENERAL NOTES:
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TOWN OF WENDELL, CITY OF RALEIGH AND
NCDOT STANDARDS AND SPECIFICATIONS IF APPLICABLE.
2. FIELD ADJUSTMENTS TO THIS PLAN MAY BE REQUIRED BY TOWN INSPECTOR AS NEEDED DURING CONSTRUCTION.
3. ALL SURVEY INFORMATION PROVIDED TO WITHERSRAVENEL BY BARTLETT ENGINEERING AND SURVEYING.
4. ALL DIMENSIONS SHOWN ARE TO BACK TO CURB, UNLESS OTHERWISE STATED ON PLANS.
5. CONTRACTOR TO FIELD LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND REPORT ANY
DISCREPANCIES TO LANDSCAPE ARCHITECT PRIOR TO ANY CONSTRUCTION ACTIVITIES. CONTACT NC ONE AT 811 FOR
FIELD LOCATION OF UNDERGROUND UTILITIES.
GRAPHIC SCALE
80 0 40 80 160
1 inch = 80 Ft.
R,qp� DEPTH
® VARIES ,� OPE N/F ^ •
STEVENS, WILLIAM EARL & C • \
SUE R.
NOTE: LINE SWALE WITH 12' OF JUTE MATTING 21 PIN 1775324171 •� ' ` \\\\ \
CENTERED ON THE SWALE. DB3224 PG734 \ I \ \ \
ZONING: R-30 ADD LOCATION OF •
PROPOSED SWALE SECTION 'A' USE MANUFACTURED HOME FLOOD PRONE SOILS I I
NTS i WAKE COUNTY \\kFIP 8°25'29"E 172.03' I EIPII
N88°25'29"E 979.97'
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/ / TOWN OF W NDELL UNICIP L LIMITS \ \ N1o° oa' z3"w
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PIN 1775203905 FINISHED GRADE IP
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IIII ACCESSIBLE
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NOTES.
BUT SUFFICIENT TO KEEP
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
SEDIMENT ON SITE
ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
S NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
-`2"-3" STONE TO BE USED'-:`
25' OR WIDTH OF
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
BEFORE ENTERING THE PUBLIC ROAD.
EXISTING :.(SURGE STONE OR RAILROAD.
PROPOSED STREET,
ROADWAY ;:BALLAST )(•::' r; ' ' w'",:.'.' ' ^'
WHICHEVER IS
3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
GREATER.
SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN
STONE AND REPLACEMENT WITH FRESH STONE.
PLAN VIEW
35' MIN. 15' MIN. NEW CONSTRUCTION
EXISTING ROADWAY
6" MIN. 2 MIN.
1
\-FABRIC UNDER STONE
CROSS SECTION
A
coUNT
"OR HCARGLIN STANDARD CONSTRUCTION ENTRANCE
EFFECTIVE: 01/31/08
1-1
GROUND STABILIZATION
SITE AREA STABILIZATION STABILIZATION TIME
DESCRIPTION TIME FRAME FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (H QW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
LESS IN LENGTH AND ARE
7 DAYS
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
7 DAYS FOR SLOPES
SLOPES FLATTER
14 DAYS
GREATER THAN 50 FEET IN
THAN 3:1
LENGTH
ALL OTHER AREAS
NONE
WITH SLOPES
14 DAYS
(EXCEPT FOR PERIMETERS
FLATTER THAN 4:1
AND HQW ZONES)
Extensions of time may be approved by the permitting authority based on
weather or other site -specific conditions that make compliance
impracticable. (Section 11.113(2)(b))
BOUNDARY CURVE DATA
CURVE
RADIUS
LENGTH
CHORD LENGTH
CHORD BEARING
DELTA
TANGENT
C1
55.00'
1 173.04'
110.00'
N2°02'57"W
180°15'35"
24259.65'
_TOP ELEVATION OF STORMWATER
\ - #5 WASHED
EXISTING SLOPE
EXISTING SLOPES
VARIES
1 i �I)i� 10.5'-1'
w I I
I KEYED RIP RAP
#5 WASHED STONE
FRONT VIEW
NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND
CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION.
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
A
courrT
ORTH GARGLIN STANDARD CHECK DAM
EFFECTIVE: 01/31 008
0.5'-1'
n
0
#1 RIP -RAP
SIDE VIEW
CONSTRUCTION NOTES:
HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
EXIS77NG GROUND
STEP SEQUENCE
/
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Job No.
Drawn By
02150260
W&R
Date
Designer
10/08/21
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SEAL
036904
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Revisions
Sheet No.
C2.0

APP LOCATION OF
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a ° al. I EX SIGN TO BE LIMIT OF
° a °. bONCRETE I ° I RELOQETED
APRON 1 EX MH DISTURBANCE
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GENERAL NOTES:
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TOWN OF WENDELL,
WAKE COUNTY, CITY OF RALEIGH AND NCDOT STANDARDS AND SPECIFICATIONS IF
APPLICABLE.
2. THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FOR ANY WORK WHICH REQUIRES
THE CLOSURE OF A TRAVEL LANE(S) AND/OR SIDEWALK FROM THE TRANSPORTATION
OPERATION DIVISION/PUBLIC WORKS DEPARTMENT.
3. FIELD ADJUSTMENTS TO THIS PLAN MAY BE REQUIRED BY TOWN INSPECTOR AS NEEDED
DURING CONSTRUCTION.
4. ALL SURVEY INFORMATION PROVIDED TO WITHERSRAVENEL BY BARTLETT ENGINEERING
AND SURVEYING.
5. ALL CURB & GUTTER SHOWN ON SITE IS STANDARD 24" CURB AND GUTTER. ALL GUTTER
SHOWN WITHIN RIGHT OF WAY SHALL BE STANDARD 30" CURB AND GUTTER.
6. ALL DIMENSIONS SHOWN ARE TO BACK TO CURB, UNLESS OTHERWISE STATED ON PLANS.
7. CONTRACTOR TO FIELD LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION AND REPORT ANY DISCREPANCIES TO LANDSCAPE ARCHITECT PRIOR TO
ANY CONSTRUCTION ACTIVITIES. CONTACT NC ONE AT 811 FOR FIELD LOCATION OF
UNDERGROUND UTILITIES.
8. HANDICAP PARKING SPACE(S) AND HIS ACCESS AISLE(S) SHALL BE NO GREATER THAN TWO
PERCENT (2%) PITCH IN ANY DIRECTION(S) AS PER ADA STANDARDS.
9. PROVIDE SIGNAGE AND STRIPING OF HANDICAP SPACES AS PER ADA STANDARDS.
10. ALL RETAINING WALLS GREATER THAN 30" IN HEIGHT TO INCLUDE SAFETY RAIL OR FENCE.
11. WC ACCESS RAMPS WILL BE PROVIDED IN ACCORDANCE WITH CIYT OF RALEIGH PUBLIC
WORKS DEPARTMENT STANDARDS, PROWAG STANDARDS AND ADAAG SPECIFICATIONS
12. ALL RAMPS AND HANDRAILS SHALL BE CONFORM TO ANSI STANDARDS.
13. ALL ABOVE GROUND UTILITY DEVICES (TO INCLUDE BUT NOT LIMITED TO TELEPHONE AND
CABLE PEDESTALS, ELECTRICAL TRANSFORMERS, BACKFLOW DEVICE HOTBOX, ETC) SHALL
BE SCREENED FROM OFF -SITE VIEW BY EVERGREEN SHRUBS, FENCE, OR WALL.
14. ALL SIDEWALKS MUST BE ACCESSIBLE TO PERSONS WHO ARE BLIND, HAVE LOW VISION AND
PEOPLE WITH MOBILITY DISABILITIES. PEDESTRIAN EXISTING ROUTES AND ALTERNATE
PEDESTRIAN ROUTES DURING CONSTRUCTION WILL BE REQUIRED TO BE COMPLIANT WITH
THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PPOWAG), 2010 ADA STANDARDS
FOR ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD).
EROSION CONTROL LEGEND
SF
SILT FENCE
a a. a a
rSF/TP
TEMPORARY DIVERSION
-CC-
BAFFLES (SKIMMER BASINS)
COMBINATION SILT / TREE PROTECTION FENCE
TP
TREE PROTECTION FENCE
- - - - - - - -
CONSTRUCTION LIMITS
SILT FENCE STONE OUTLET
CONSTRUCTION ENTRANCE
0
BLOCK & GRAVEL DROP INLET PROTECTION
CHECK DAM
CONSTRUCTION SEQUENCE:
1. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
2. BEGIN EARTHWORK ACTIVITIES.
3. MAINTAIN DEVICES AS NEEDED AND ADJUST AS NECESSARY FOR OPERATIONS.
4. STABILIZE SLOPES WITH MATTING AND ESTABLISH VEGETATION.
5. STABILIZE DENUDED AREAS WITH SEED AND STRAW WITHIN FOURTEEN (14) CALENDAR DAYS OF
6. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL
919-796-8769 FOR AN INSPECTION BY KARYN PAGEAU.
7. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, RISER BASIN, ETC., AND
SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION
CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED.
8. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE
ENVIRONMENTAL CONSULTANT, KARYN PAGEAU. OBTAIN A CERTIFICATE OF COMPLETION
9. CALL THE TOWN OF WENDELL PLANNING AT 919-365-4448 WHEN THE PRIMARY EROSION CONTROL
DEVICE HAS BEEN RELEASED FOR CONVERSION BY WAKE COUNTY.
NARRATIVE:
1. PROJECT DESCRIPTION
THE PURPOSE OF THE PROJECT IS TO CONSTRUCT IMPROVEMENTS EAST OF THE EXISTING KIOTI TRACTOR
FACILITY IN THE TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA.
2. SITE DESCRIPTION
IMPROVEMENTS WILL BE INSTALLED ALONG THE EAST SIDE OF THE EXISTING KIOTI TRACTOR SITE..
3. PERMANENT STABILIZATION
ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY
FOLLOWING FINISH GRADING. SEEDING WILL CONSIST OF GRASSES TYPICAL OF THE AREA AND INSPECTION AND
MAINTENANCE PERFORMED TO CONFIRM ESTABLISHMENT.
4. PLANNED EROSION AND SEDIMENTATION CONTROL PRACTICES
A. STOCKPILES
STOCKPILES WILL BE USED WHEN THE STORAGE OF EXCESS FILL MATERIAL IS NECESSARY. THE CONTRACTOR
WILL BE RESPONSIBLE FOR LOCATIONS OF ALL STOCKPILES AND ALL ADDITIONAL SEDIMENT AND EROSION
CONTROLS MEASURERS REQUIRED. STOCKPILES SHOULD BE STABILIZED AND/OR SURROUNDED WITH
SEDIMENT FENCE TO PREVENT RUNOFF.
B. SILT FENCE
SEDIMENT FENCE WILL BE CONSTRUCTED AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING DITCHES
AND ADJACENT WATERWAYS.
C. SILT FENCE OUTLETS/STONE DRAINS
SILT FENCE OUTLETS SHALL BE INSTALLED ALONG THE SILT FENCE AT LOCATIONS WERE SIGNS OF
CONCENTRATED FLOW OCCUR AND WILL BE FIELD ADJUSTED AS REQUIRED. THE STONE DRAINS ARE USED TO
LET WATER TRAPPED BEHIND THE SILT FENCE TO ESCAPE DOWNSTREAM HELPING TO PREVENT THE WEIGHT OF
DETAINED WATER FROM COLLAPSING THE SILT FENCE AND ALLOWING TRAPPED SEDIMENT TO ENTER ADJACENT
PROPERTY, WETLANDS, AND WATERWAYS.
D. SEEDING, FERTILIZING, AND MULCHING
SEEDING, FERTILIZING, AND MULCHING ARE A PERMANENT FORM OF EROSION CONTROL. GROUNDCOVER SHALL
BE PROVIDED WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT
GROUNDCOVER SHALL BE PROVIDED FORALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS FOLLOWING
COMPLETION OF CONSTRUCTION ACTIVITIES.
EROSION CONTROL NOTES:
1. TOTAL LIMITS OF CONSTRUCTION/LIMITS OF DISTURBANCE = 1.10 ACRES.
2. ANY AREA DISTURBANCES BY CONTRACTOR NOT SHOWN ON THE CONSTRUCTION DRAWINGS ARE TO BE
PERMITTED THROUGH THE APPROPRIATE PERMITTING AGENCY.
3. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICE OR
STRUCTURE.
4. PROVIDE A ROLLED EROSION CONTROL PRODUCT (RECP) TO STABILIZE DISTURBED DITCHES IF ANY SIGNS OF
SCOURING ARE EVIDENT EVEN IF NO RECP HAS BEEN SHOWN ON THE CONSTRUCTION DRAWINGS.
5. NO STOCK OR WASTE PILES ARE ALLOWED WITHIN 50' OF STREAMS OR DRAINAGE STRUCTURES.
6. WHERE DEWATERING OF TRENCHES, PITS, AND OTHER EXCAVATIONS BECOMES NECESSARY THE DISCHARGE
MUST BE DIVERTED TO A SEDIMENT FILTER BAG BEFORE BEING DISCHARGED TO THE GROUND.
7. ADEQUATE EROSION CONTROL MEASURES MUST BE INSTALLED, MAINTAINED, AND ADJUSTED AS NEEDED DURING
THE DEMOLITION OR CLEARING AND GRUBBING PHASES AS WELL AS THROUGHOUT THE LIFE OF THE PROJECT
AND UNTIL PERMANENT VEGETATION IS ESTABLISHED.
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 Ft.
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APPROVED FOR
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Job No.
Drawn By
02150260
W&R
Date
Designer
10/08/21
ROE
CAROB/♦♦♦
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c SEAL
036904
,��♦♦♦yy FNG I N EA- G���`,•
Revisions
Sheet No.
C2.1