NCC215968_Site Plan or Location Map (3)_20211027

VICINITY MAP (NTS)
FILTER
#57
SILT FENCE FABRIC
ON WIRE FENCE
STEEL FENCE POST —�
WIRE FENCE
HARDWARE CLOTH
TER OF 1 INCH DIAMETER
#57 WASHED STONE
0 0 18,
0
DIRECTION 0 o0 0
SIDE VIEW U
12" OVERLAP
SILT FENCE
GRADE
T FENCE GEOTEXTILE FABRIC
6" MIN. COVER
OVER SKIRT *
KTEND HARE 6" MIN. INTO TRENCH
4D ANCHOR SKIRT AS
RECTED BY ENGINEER
SIDE VIEW
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
FRONT VIEW
* FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
GRADE
40„
in TREE PROTECTION AREA 18"
w
DO NOT ENTER
WARNING SIGN DETAIL
NOTES.
NOTE: WARNING SIGNS TO BE A44DE OF DURABLE, WEATHERPROOF MATERIAL
LETTERS TO BE 3" HIGH MINIMUM. CLEARLY LEGIBLE AND SPACED AS DETAILED.
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
—USE SILT FENCE ONLY WHEN DRAINAGE AREA PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
DOES NOT EXCEED 1/4 ACRE AND NEVER IN FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
AREAS OF CONCENTRATED FLOW ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
—END OF SILT FENCE NEEDS TO BE TURNED UPHILL. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT B4SED ON ACTUAL FIELD CONDITIONS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
STANDARD TEMPORARY SILT / TREE PROTECTION FENCE
ITARDWIRE CLOTH STEEL FENCE POST
ON WIRE FENCE
PLAN VIEW
NOTE :
USE SILT FENCE OUTLETS ONLY WHEN DRAINAGE
AREA DOES NOT EXCEED 1 4 ACRE AND THERE
IS A LOW AREA. USE AS A REPAIR OF SILT
FENCE FAILURES.
2' MAX.
'EL FENCE
WIRE FENCE
12" OVERLAP
Ls.. u
NOTE
FRONT VIEW BURYWIREFENCE FABRIC 6RINCHEESH(NTO
NO SCALE THE TRENCH.
TEMPORARY SILT FENCE OUTLET DETAIL NUMBER
201 NU
SHEET 1 OF 1
I, BENTON W. DEWAR CERTIFY THAT THIS PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION DEED BOOK _ 21 10_ PAGE _667 MAP #2003 _ PAGE 374 __;
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN
FROM INFORMATION FOUND IN BOOK PB 2003 PAGE
THAT THE RATIO OF PRECISION OR POSITIONAL ACURACY AS CALCULATED IS
N/A; THAT THIS PLAT WAS PREPARED IN ACCORDANE WITH
G.S. 47-30 AS AMMENDED. W NESS MY ORIGINAL SIGNATURE,
LICENSE NUMBER AND SEAL T S 20th DAY OF _ SEPTEMBER A.D. 20 21
BENTON W. DEWAR, NCPLS - 3040
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
MIN. 10 GA. INSTALLED TO SECOND
LINE WIRES WIRE FROM TOP ,
GRADE
FRONT VIEW
NOTES :
1. USE SILT FENCE ONLY WHEN DRAINAGE
DOES NOT EXCEED 114 ACRE PER 100 FT.
OF FENCE AND NEVER IN AREAS OF
CONCENTRTATED FLOW
2. OVERLAP 12 INCHES WHEN SPLICING FABRIC.
3. FOR REPAIR OF SILT FENCE FAILURES USE STEEL POST
DETAIL 04000.23.
❑NSITE CONCRETE WASHOUT
NDBAGS (TYR) STRUCTURE WITH LINER
'. STAPLES
U U HIGH
O O COHESIVE &
LOW FILTRAI
10 MIL SOIL BERM
CDCD1,1 PLASTIC SANDBAGS (TYP,)
A SILT FENCE SIDE SLOPE LINING OR STAPLES
(TYP,
�ZX¢
asf
SECTI❑N A -A
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24" MIN,)
WASHOUNOTES:
PLAN 1, ACTUAL L❑CATION DETERMINED IN FIELD
2, THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR
S❑LID REACHES 75% OF THE STRUCTURES
CAPACITY,
3,C❑NCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE N❑TING DEVICE,
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
MIN. 12 —112 GA.
INTERMEDIATE
WIRES
WOVEN WIRE FABRIC IS ALWAYS REQUIRED
O
M SILT FENCE GEOTEXTILE FABRIC
Ccq D FILL SLOPE
GRADE
O nTi
I _ 6" MIN. COVER OVER SKIRT
ANCOR SKIRT AS
n2 IIII DIRECTED BY ENGINEER
SIDE VIEW
NO SCALE
STANDARD TEMPORARY SILT FENCE
SANDBAGS (TYP.)
10 MIL
OR STAPLES
PLASTIC
COHESIVE &
1 SIDE SLOPE
FILTRATION
—LINING
[LOW
SOIL BERM
i (TYP.)
50,0'
AND SUFFICIENT TO KEEP
SEDIMENT ON SITE
�V�
PLANVIEW
ENCE NO SCALE
SEE NOTE #2
NOTES :
1. THIS DETAIL APPLIES ONLY TO ENTRANCES OF
INDIVIDUAL SINGLE FAMILY RESIDENTIAL UNITS.
2. SILT FENCE SHOULD BE INSTALLED TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
12'
2" — 3" STONE TO
BE USED
(SURGE STONE OR RAILR❑AD
BALLAST)
MINIMUM NEW
15 I �l I n , CONSTRUCTION
EXISTING ROADWAY 3 5' min.
6>, MIN
-=--=--=-=-===-`FABRIC UNDER STONE
==
CR❑SS SECTI❑N
NO SCALE
STANDARD GRAVEL C❑NSTRUCTI❑N ENTRANCE
DETAIL NUMBER
2018-003A
SHEET 1 OF 1
SPECIES
RATE(lb/acre)
DATES
RYE(GRAIN)
120
JANUARY 1 - MAY 1
ANNUAL LESPEDEZA
50
GERMAN MILLET
40
MAY 1- AUGUST 15
RYE(GRAIN)
120
AUGUST 15 - DECEMBER 31
t 2 \j�zxxQ SOIL AMENDMENTS
i" SECTION B-B �as<r FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000
lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre
10-10-10 FERTILIZER.
E
CLEARLY MARKED SIGNAGE
CONCRETE N❑TING DEVICE (18'X24' MIN,)
WASHOUT
PLAN
ABOVE GRADE WASHOUT
NOT TO SCALE
NOTESI
1, ACTUAL L❑CATI❑N DETERMINED IN
FIELD
2, THE CONCRETE WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PR❑VIDE ADEQUATE
H❑LDING CAPACITY WITH A MINIMUM
12 INCHES ❑F FREEB❑ARD,
3,CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE N❑TING DEVICE,
STRUCTURE
ALL DISTURBED AREAS
MARCH
1 - AUGUST 31
SEPTEMBER 10 -
FEBRUARY 28
50#
TALL FESCUE
50#
TALL FESCUE
10#
CENTIPEDE
10#
CENTIPEDD
25# BERMUDA GRASS(HULLED)
25# BERMUDA
GRASS(HULLED)
500#
FERTILIZER
500# FERTILIZER
4000#
LIMESTONE
4000#
LIMESTONE
WASTE AND BORROW AREAS
MARCH
1 - AUGUST 31
SEPTEMBER 10 -
FEBRUARY 28
75#
TALL FESCUE
75#
TALL FESCUE
25# BERMUDA GRASS HULLED
25# BERMUDA
GRASS HULLED
500#
FERTILIZER
500# FERTILIZER
4000#
LIMESTONE
4000#
LIMESTONE
PERMANENT SEEDING/MULCHING SPECIFICATIONS
DETAIL NUMBER
2018-021
SHEET 1 OF 1
MULCH
APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING OR A MULCH ACHORING TOOL. A DIST WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE AND MULCH IMMEDIALTELY FOLLOWING EROSION OR
OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS
DETAIL NUMBER
2018-20
SHEET 1 OF 1
BENTON W. DEWAR AND ASSOCIATES
PROFESSIONAL LAND SURVEYOR
5920 HONEYCUTT ROAD
HOLLY SPRINGS, NC 27540
PH. # [phone]
SHEET 3 FAX # [phone]
OWNERS
EMPIRE CONTRACTORS, INC
PO BOX 162
APEX, NC 27502
SCALE: 1 " = 60'
.1 1 30 .1 120 241