SW8980808_Approved Plans_19980804

BILLIE M. BELL HOWARD
PORTION OF M.B. 20, PC. 61
41
z 4 4
2" W
Cz. 77' '02-' 3
21
SEEDING SCHEDULE S.I. S
SILT FENCE
SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO F F F F F'
—,
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. F
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
2 12 35
WHERE SLOPES EXCEED 47.
MAIERLAL APPLICATION RATE
2 2, 2'
LIME 2 TONS ACRE
20% SUPERPHOSPHATE 600 POUNDS/ACRE S.I.S.
F
1000 POUNDS/ACRE ERTILIZER(I 0- 10- 10)
PROPOSED 6' HIGH CHAIN LINK FENCE + 0
PR DULY - JULY
50 POUNDS 0 4
FESCUE, KY-31 POUNDS/ACRE 23�49 4 2 13—54
BERMUDA (HULLED) 10 POUNDS/ACRE
3 D 5.25. AC. (LEASED AREA)
JANUARY - MARCH
FESCUE, KY-31 50 POUNDS/ACRE 2
BERMUDA (UNHULLED) 20 POUNDS/ACRE 2, 9
RYE (GRAIN) 25 POUNDS ACRE
FUTURE GRAVEL &
24 S' STOCK PILEE AREA -4-
SEPTEMBER - NOVEMBER
FESCUE, KY-31 50 POUNDS/ACRE 4 2 2" -4
Z-
MULCH 2 TONS/ACRE 4
< C�
ASPHALT TACK 300 GALLONS/ACRE
2
NOTE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS.
48 2
4
Q)
-1
SEEDBED PREPARATION NOTES.AREA 0 UTIUZE
SHEET DRAINAGE
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. CO
Ya
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE Lt) �7.48 PROPOSED 6' GRAVES
TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6" DEEP. PROPOSED 6' HIGH CHAIN LINK FENCE
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM IHU-,-, Uj
411 A I BILLIE M. BELL HOWARD 12 GAUGE 4" X4" OR 2" X4" WELDED WIRE HOOKED ONTO
'250 TIPH X 65' STANDARD 25,000 GALLON DIRECI FIRED PREFORMED CHANNELS ON METAL POSTS, OR FASTENED
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND SLAT CONVEYOR POR11ON OF M.B. 20, PG. 66
-AC PORTABLE TANK 2448
hAAIKIT17MAI\Irf7 OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, 7wn 100 TON� DELUXE F I TO CEDAR OR WOOD POSTS WITH NO, 8 STAPLES.
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. PORTABLE SILOS'
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LB/1 S.F. OF SUPER 4
PHOSPHATE. 2 2 '2
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
4, REPORT. 4, 6, 9
6, LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL 8
ODE 150, 738- PORTABLE ROADRUNNER DRUM. 1r
�
DURING SEEDBED PREPARATION. 2
24X 50' AGGREGATE 91 X 1 1 Foul —BIN PORTABLE
SCALE CONVEYOR /�COLD 0
7
POWER EIS
-925 Poll
6 .64
- 4 X'k AGGPFI�Alfr
SCREEN, SONGS —'CK 11 'el
EXISTING ROAD
8"''X 12' PORTABLE ERAT 0 R'S
CONTROL CENTER
EXISTING ti
tK
BUILDINGS
SHARON HOWARD &
KIMBERLY HOWARD
LI.B, 791, PG. 570 80.46 S.I.S.
N 76* 35' 37"07 1
R/W R/W
3 0"
4
50' MIN,
LENGTH
'2 �3 6,
Cz R.J. ANDREWS &
4 9 �-" - WIFE MAR Y B. ANDREWS
CONSTRUCTION j
A'
ENANCE D.B.537, PG. 608
TR
PROFILE
I-1 -2MINA
QPST, R/W
(SEE NOTE) kONUMEN T 6"
N-356. —696
E-2. 538.521
PLAN VIEW
9
4'
1. Stone size Use MISHA size No. 2 (2-1/2" to I" or AASHT0 2' MINIMUM
2( 2-1/2- to 1— 1 /2- Use
designation M43, size No. W, '1_2 8 21 4
crushed stone.
2. Length, — As effective, but not less than 50 feet.
six (6) Inches. POWER
3. Thickness — Not tees than POWER '4 N.C.S.R. 1587 (WATER FRONT ROAD) 60 R/W
4. Width — Not less than full width of all points of POLE 4
Z. Ingress or egress. Minim of 12'. POLE
Minim 5
Z 4—
5. Washing — When necessary, wheels shall be cleaned to
— ,CABLE BOX",
remove sediment prior to entrance onto public right —of
7
Wshall ay. When washing to required, It all be done on on El 7 9
area stabilized with crushed stone is drains into an
approved sediment trap or sediment basin. All sediment
shall be prevented from any y storm drain, ditch,
or watercourse through use o7f sandbags, gravel, boards -2 -7 p
or other approved methods. 2 ---2 7.77
2 77. 8 6 TNV;D,7
6. Maintenance — The entrance shot] be maintained Ina
condition which will prevent tracking or flowing of
THIS IS TO CERTIFY THAT THIS MAP WAS PREPARED FROM
sediment onto public rights —of —way. This may require PIPE
conditions AN ACTUAL SURVEY BY ME OR UNDER MY DIRECT SUPERVISION,
periodic top dressing with additional stone as con roe used to -25---,
demand and repair and/or al rout of any measures AND THAT THE ERROR F CLOSURE AS CALCULATED BY LATS. &
trap sediment. All sediment, spitted, dropped. washed or —25—" REPS.
tracked onto public rights —of —way must be removed
'2
Immediately. 000
'WITNESS MY HAND & SEAL
-94
7_1
STABILIZED CONSTRUCTION ENTRANCL-(9=5 jOHN L. PIE CE, R,L.S. ? 2596
NC
NO . , H Wy T TO SCALE 24 R/W ASPHAL71 e
46Ee
E
S
1744
24
VICINITY MAfv
NOT TO SCALE
ULTRAVIOLET RESISTANT (BLACK) MIRIF!
FABRIC OR EQUIVALENT SECURED TO ORE
WITH METAL CUPS OR WIRE AT 8" OFF
CENTER. I
MAXIMUM SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED
OR AS DIRECTED BY CONSERVATION INSPECTOR.
NATURAL GRADE
a
CARRY APPROXIMATELY 12" OF FABRIC INTO TRENCH,
Wit,
COVER NTH SOIL AND TAMP BACKFILL.
2 i 5
CARRY 6* OF ORE INTO TRENCH.
EEER i I I
METAL, CEDAR OR 4* X4" TREATED WOOD POSTS AT 10'
OFF CENTER MAXIMUM. CEDAR AND WOOD POSTS SHOULD
BE 3' DEEP MINIMUM.
4, Z0'0-0"
28, 2 1
27 N.C. HWY. 24 300' R/W
p
103 WATER FRONT ROAD
STORMWATER PLAN
27,87
sr
LATITUDE = 34' 42' 59"
LONGITUDE 77' 12' 33"
SEDIMENTATION & EROSION CONTROL PLAN
PRELIMINARY SITE PLAN
2 8, ','D 4
BOUNDARY & TOPOGRAPHIC SURVEY
SHOWING
E.I.S.
= EXISTING IRON STAKE
2 65 0
S.I.S.
- SET IRON STAKE
ASPHALT
Z) U U
0""No"'Low"M ASPHALT, INC.
DRAINAGE FLOW
SWANSBORO TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
SURVEYING JOHN P1 CE
N.CG.S. MONUMENT
BRACE"
4LVD 09 JOHNSON B. JACKSONVILLE, NC 28540
4,5.2
N = 3549777
E - 2,532,751.7422
PHONE: [phone] DATE, AUGUST 4, 1998
C.F. - 0,9999203
NAD 83
SCALE: 1 40F.B. 361, PG. 28
15
JOB #984128 FILE NAME.- ONSLOW
32'
roe
50, 215 01, 50 1100 150
------
N.C.G.S. MONUMENT
REF:
PORTION OF M.B. 20, PG. 66
FLAT'
N = 356,5t78892
SCALE IN FEET
E - 2.538,1314296
SHEET 1 OF 2

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