88-09 Sound Rentals, LLC

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VEGETATIVE STABILIZATION COMPACTED SOIL
PER SEEDING SPECIFICATIONS 2' MINIMUM
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AS REQ'D 7SI;
a' 14IN 3 : � *"`�';;- `:�I,-6, I 1 /FLOW
�` •i.:1•••�:;<'e''�% `�;°.t.`•`r�`t:ir',r.i: MINIMUM
LINE CENTER OF SWALE W/
SOD (PINNED TO PREVENT 6' TYPICAL
DISLODGEt4ENT)
Swale Detail Tempe Diversion Ditch
NO SCALE NO SCALE
1. D = INSIDE DIAMETER OR MOTH
OF CULVERT
Soo Schedule 2. MINIMUM STONE THICKNESS TO BE
TWO TIMES SPECIFIED STONE DIAMETER.
D
See Schedule "
M 9W t 0 1/2 D
RIP RAP 1/3 D INSTALL
0 (PT� PER �PTERFABRIC UNDER
FLAN VIEW SECTION VIEW
Rip Rap Scour Pad
12 GAUGE 4'X4' OR 2'x4' WELDED NRE HOOKED ONTO
PFAFORYED CHANdELS ON METAL POSTS, OR FASTENED
TO amm OR WOOD POSTS VAiN NO. a STAPLES.
R/W
ULTRAVIOLET RESISTANT (BLACK) M"n
FABRIC OR EQUIVALENT SECURED TO UK
KITH METAL CUPS OR WIRE AT E' OFF
CDOM
7
MAXMUM SEDNENT STORAGE LEVEL REMOVE
SEMAO(T WHEN IIRS LEVEL 13 REACHED
OR AS DAdECTED BY INSPECTOR.
4�
NATURAL GRADE
COVER NTH SOW. AND TAMP EACKFiLL
CARRY S' OF NRE INTO TW4CK
CARRY APPROX. it OF FABRIC INTO TRUCH
FW:YAL. CADM OR 4'X4' TREATED HOOD POSTS ATai CENTER MA1*IMAL CEOM AND WOW POSTS SHOULD
X DOW t4EteAL51.
E.C.M.
11
Fill Exist.
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Note: r'
Use Pond for temporary sediment storage C
during construction. Contractor shall over 1
excavate pond or remove accumulated
sedln,ent after site is stabilize.".
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Special Note Concerning Wetlands:
The proposed development on this tract I�
does not Impact any known Sect. 404
Wetlands.
I
Silt Fence Detail
_ -OPEN DECKS
NO SCALE
27.0
8.0' p
n!f •�• fC A' 1 ^
o O
EXISTING ROAD c�
0
(SEE NOTE)
PLAN VIEW
L
Stone size - Use MSHA size No. 2 (2-1/2' to 1') or AASHTO
dalgnation M43, size No. 2 ( 2-1/2' to 1-1/2'). Use
crushed stone.
2.
Length - As effectivs, but not Is" than 50 lest.
3.
Thickness - Not lees than six (6) inches.
4.
width - Not less than full width of alt points of
5.
ingress or Minimum of 12'.
Washing - when necessary, whesis shall be domed to
remove sediment prior to entrance onto public right-of-
way. When washing Is rewired, It shall be done on an
area stabilized with crushed stone which droins Into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering an storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
6.
Maintenance - The entrance *hall be maintained In a
condition which will prevent tracking or flowing of
sediment onto public rights -of -way. This may require
periodic tap dressing with additional stone a* conditions
demand and repair and/or domout of any measures used to
trap sediment. All sediment, spied. dropped. washed or
tracked onto public rights -of -way must be removed
immedlatsiyr
Temp.
Construction Entrance
NO SCALE
0
Id
16.0'
16.0' o f6:0 0
16.0 * 11.0fc 11.0'
11.0' 0 0
10.0'COWRED
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ro.o' i ACCESS
Buiiding Dimension Detail
NO SCALE
R/W -
SET IL4G lWK C/L Wr. _
N.C. HWY. 24 & HK.L ST.
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DAMES D. GU THRIE
8K. 850, PG. 215
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WHIT -E 0 A X RIVER
(ALONG MEAfI FEGN WATER LiME)
N 62'19 J6�,201�;�
N.I.R.
R.R.S.P.
No. 3
C/� EX1517NG SWALE
EXTEND EXIST
18" RC
I
58 59
E. AUSIIN GUTHRIE
8K. 722, PG. 364
R.R. S.P.
No. 2
115" FES
jInv.-4.0
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j 5" FES
'Inv,-4.5
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FES
irv.=5.6
1
1)5" FES
Irv.=5.98
I
JI "B" St e
(itch Linin
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Legend
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TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
SODDING
O
MULCHING
O
RIPRAP-LINED CHANNEL
s�eley
SOD -LINED CHANNEL
C4 e b
LEVEL SPREADER
e4
OUTLET STABILIZATION STRUCTURE
EXCAVATED DROP INLET PROTECTION (TEMP)
FABRIC DROP INLET PROTECTION (TEMP)
I I
++3
BLOCK & GRAVEL INLET PROTECTION (TEMP)
TEMPORARY SEDIMENT TRAP
�^
SILT FENCE ----sf
ROCK DAM
n
CHECK DAM
PROPOSED FINISH GRADE
PROPOSED TOP OF CURB GRADE
i
PIPE LA13EL
» �»
EROSION CONTROL NOTES
1. Sediment control devices and structures eh011 be installed,
maintained and amended as needed to provide effective
control of accelerated sedimentation until the contrbuting
watersheds are stabilized.
2. Cans ru -tion Smuenee•
A. Notify Engineer, Owner and Land Quality Section prior
to beginning construction.
S. Install stabilized construction entrance(s).
C. Silt fence shall be installed at edge of clearing where so
indicated, on off down slopes Immediately after area is cleared.
Sit fence shill be maintcined until the area Is stabilized competefy.
pads. Install awdea and storm drainc9e plpinq and outlet protection.
E. Immediately wood, mulch and Install sod Ilnere In swales..
F. Maintain erosion control measures as needed to assure
full functlonabl Pity.
G. Place CABC over compacted subgrode: Install asphalt
surface course.
H. Reseed and mulch shoulders and ditches, Install liners on
all remaining swdes (and provide ground cover on all exposed slopes.)
1. Seed, fertilize, and mulch all disturbed areas within 15 days
of completing any phase of the grading work.
J. Permanent groundoover for all disturbed areas within 15
working days or no more than 90 calendar days following
completion of construction.
K. Remove all temporary devices after Per -anent groundcover
Is established.
3. Saading G+t
Apply lime andeclflcGfertloilinszer and work into 4-6 Inches of soil. Seed
mixture shall be distributed uniformly and covered with a clean
straw mulch. All mulch shall be crimped « asphalt tacked to help
hold In place. Material and application rotelr are as follows:
Met Annlication Rate
Fertilizer (10-10-10) 1000 Iba./arc.
Mulch 800 lbs./arc,
Permanent Seedlna 1.S tons/arc.
Common Bermuda
(Unhulled Sept. 1 - April 1) 100 Iba./ac.
(Hulled April - Sept. 1) 75 Iba./arc.
'Rebel' Foams 50 Iba./ac.
Rye Grain (Sept. 1 - April 1 only) 50 lbs./ac.
German Millet (April 1 - Sept. 1 only) 50 lbs./arc.
Dee a , 5 - April 1
05
Kobe Lespedeza 50 lbs./ac.
Rye Grain loD Ibs /aa
April 15 - Sept. 1
German Millet 40 lbs./ac.
Sept. , - Dec. 15
Rye Grain 100 lbs./arc.
4. Contractor is responsible for maintaining Gill erosion control
measures and amend measures as required to prevent
accelerated erosion from taking place on this site. Contractor
Inspect all erosion control devices after every rainfall event
repair, remove accumulated sediment, Of supplement measures
may be necessary to prevent erosion do retain sediment on site.
5. Once all areas have been stabilized, contractor Is to remove
temporary erosion control measures, regrade, old mulch to
restabNize these areas.
6. For additional requirements, see the approved erosion
and sedimentation permit.
- S 68'2B 42w .200..57'
SIDEWA/ K -
TO iJ 6vw W C/L ANT
N.C: HWr 24 ! BELL Sr.
N. C. HWY 24 I'i 00' R/lI)----
OWNER/DEVELOPER:
SOUND RENTAL` LL
MR. E. A. GUTHRIE, JR.
225 BLUFF RD.
CEDAR POINT, N.C. 28584
[phone]
REVISIONS
N. C. 58
April 12, 2005 Added
Bulkl!N Dknenalm Detail
April 2DO5 Per
CROATAN DWQ St r
MM d GuDn s Per
y
JW 13. 2005 Par
DA Stormwater
�C2p 1118
1114
1
SWANSBORO 113 N.C.N•C.
1214
1t _
TRACOASTA! WAY
I N
N.C. 56
SITE
ATLsWr1C OCEAN
VICINITY MAP
NOT TO SCALE
DRAINAGE PIPE CHART
OUTLET
AREA Ql0 DIAMETER GRADE LENGTH VELOCITY
PIPE (acres) (cf; )
--a (inches) ( ) (lf) (f s)
"A" 0.52 1.3C 15" 0.75 40* 5.0
"13" 0.93 2.33 15" 0.62 60* 4.6
"C" 3.09 7.75 181, 2.00 42* N/A
"D" 3.09 7.'15 18" 1.00 16* 6.8
* Incl. FES(s)
If Area <10 Ac If Area > 10 Ac
Q-CiA Q=281 x DA RCP = Reinforced Concrete Pipe
tc=5 min. where DA-A/640 LF Linear Feet
i10=7.17 in/hr. FPS Feet per Second
C=0.35
NOTE:
1. Contractor shall use NCDOT approved RCP or CMP for all pipes
underneath NCDOT and/or Private roadways.
2. Contractor may use NCDOT approved RCP or HDPE (2 wall) in all
other areas including driveway pipes.
RIP RAP SCOUR PAD SCHEDULE
Sized using NYDOT Dissipator Charts.
VELOCITY LENGTH WIDTH TYPE
RRiP # (fps) ZONE (feet) (feet) STONE
5.0 -
1 8 4 C1"B"
2 4.6 2 8 4 Cl"B"
3 6.8 2 9 5 C11.13"
MAINTENANCE PLAN
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STA1131LITY AND OPERATION FOLLOIMNG EVERY RUNOFF -
PRODUCING RAINFALL BUT IN NC CASE LESS THAN ONCE: A WEEK.
ANY NEEDED REPAIRS WiLL B: MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN Ave
BARRIER.
3-ALL SEEDED AREAS WILL BE i ERTLIZED, RESEEDED AS NECESSARY,
.,:
� e,�
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATVE COVER.
MAR 4 2009.
4-SEDIMENT WILL BE REMOVED FROM THE POND ONCE SITE IS STABILIZED.
5-AF7ER CONSTRUCTION HAS 3i:EN COMPLETED THE OWNER WiLL PERPETUALLY
A/�
Morehe
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL
VEGETATIVE AREAS TO MINIMISE THE EFFECTS OF EROSION.
Disturbed Area = 3.5 Ac.
SURVEY & BASEMAP BY:
BELL & PHI I IPS ct R PING PL
604-E CEDAR POINT BLVD.
CEDAR POINT, N.C. 28584
[phone]
O
NOT RELEASED FOR C NSTRUCTION
GRAPHIC SCALE
( III FEET )
1 inch = 60 ft.
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SCALE: 1 to= 60'
DATE: 3/14/2005
PROJECT: 05�-0012
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DRAWN BY: JC/DKN
SHEET 1/1