HomeMy WebLinkAboutNCC190012_ESC Approval Submitted (2)_20190404I
Ste£:
1'cW
N/F
FOREST GLEN BY THE
NEUSE MOA
TAG 05104024A
DO 2695, PG 9S7
PB 50, PG 221
TRAILING OAK TRAIL
(60' PUBLIC RM
' l PB 50, PG 221- - -
N/F
FOREST GLEN BY THE
NEUSE HOA
TAG 0SUM024
DB 2695, PG 9S7
P'B So. PG 221
-rgN(pojtAR'i
SEDrMENT
SETBACKS:
FRONT: 10'
REAR: 15'
SIDE AGGREGATE:12'
SIDE MINIMUM: 6'
CORNER SIDE: 18'
PERIPHERY BUFFER: 30'
O EMISTING IRON PIPE
O SET IRON PIPE
STREET ADDRESS
pU PUBLIC U71UTY EASEMENT
ffa PUBLIC UTILITY EASEMENT
I
NO
OWENS
TAG OSHb1015D
DO 3984, PG 503
PB SO, PG 221
curve Table -
Curve NffLength
Radius
CHORD BEARING
CHORD DIST.
Cl
150.00
NIS- SS' 36-W
90.75
C2
123,85
150.00
N57' 14.17-W
120.36
C3
30.99
150.00
NOW 48' 39-W
30.24
C4
39.27
25.00
N42' 16'12'E
35.36
CS
14.62
50.00
SS' 38'44'W
14.57
CIS
42.91
SO.00
S38' 36'26"W
41.61
C7
42.10
50.V
S87' 18' 56'W
40.87
CO
38.72
50.OD
N46' 22' 46'W
37.76
C9
61.71
s0.00
Nll' 10OO'E
S7.89
204 19AC
N/F
PHINAYEE
TAG OSIOWISM
D8 3973. PG 42
PS 41, PG 17
N/F
SUMMERLYN MCA
TAG PIS 97
DB 422828, PG 976
PB 77. PG 365 r s 4>� s�Ljj4 f Rips
TAG 05104038E
D8 3474, PG 762
PB 70, PG 369-373
® - - - N/F
SUMMERLYN HOA
TAG 05104039
DB 3304, PG 155
PS 70, PG 368-373
Curve Table -
Curve v&210.00
ius
CHORe2205
D DIST.
C3100
S28'
5.82
C120
547'S.36
C1300
N87'
9.12
C14.00
N72'.00
CIS
00
N40'6.11
C16
21.20
25.00
S57' 45' 51'E
20AG
C17
12.S0
25.OD
N83' 43' WE
1237
CIS
36.44
25.00
N27'39'04'E
33.30
C19
77.90
120.00
N32- 42' 12"Wr
6.54
Easement Line Table
Line
ELI
EL2
EL3
EL4
ELS
-
EL6
_TLAIVDS
Ell
EL8
EL9
Flo.
�;
£L10
ELI1
EL1
EL13
$st
EL24
ELSS
028
EL16
fL17
o N/F
ITE LAND 8,
EL IO
TIMBER LLE
TAG OSIO4043H
EL19
DS 399S, PG 659
PB $4, PG 26.28
E120
EL21
EL22
E(28
a e �¢Vo Sa
t 96 AH
SHENANDOAH HOMES LIE
53 55
N/F TAG OSIDG0430
SHER) )AN HOMES 11E DB 4957, PG 2S3 N/F
PB 84, PG 26.28
TAG 05104D43C �,�p DAUGHEP
08 4956, PG 484 lei TAG OS1041
34 PS $4, PG 16-29 DB 4993, PC
NR AL1 PS 84, Pa 2
sHENLiAG 8 P4216'28
P8 84, PG 26-28 Pg
N/F
--- - GRIMA191
NO
PUNWOODY
N/F
TAG 0510403OF
GARTER
DO 3482, PG 157
TAG 05MW381
PB 70, PG 360.379
DO3532, PG 67
PB 70, PG 368-373
7W ORCHWS AT SWAVL YN
PH4SE 1
PS 70. PG 365-372
Curve Table
Curve 4
Length
Radius
CHORD BEARING
CHORD DIST.
C21
55.6E
S0.00
S81°35'WE
52.93
C22
45.18
S0.00
523'49 12'E
43.66
C23
45.18
SO.00
527' 57' 25"W
43.66
i
C24
45.18
Shcm
579° 44' 01'W
43.66
C25
20.14
50.00
N62' S0' 23-W
20.00
C26
SS o9
180.6D
N42° 32' OWW
54.88
Cal l61.76
180.00
N23'S6'07"W
61.46
C28
33.84
25.00
39" S52°52'E
31.31
TAG OSID40380
OB 4081, PG 292
PS 70 PG 368-373
Len�tA
98.53
134.71
22.32
243.79
97.K
138.39
146.3E
131.6S
30.33
27.89
77.34
85.75
IS3.60
WAS
139.63
1S2.16
82.64
122.71
133.30
3S.32
3S9A4
29.23
99.33
N26' 48' 84'W
SW SC 33'W
N2' 43' 48'W
NW
SW 47' 4t"E
N71' 05' OS'E
S36�
N361 109 .7 W
S71' OS' 09'W
S27' 1S' Sl'W
s7° 23' 24"W
S2° 07' 22'W
$so, S9' WE
S8' 03' 22'W
N8' 0322 E
HS8' 59' 17'W
N2' 07' 22'E
%5. 48' 12'W
N6S' 48' 12'E
N7' 23' WE
N67' 17' 21'W
Mw S4' 33'W
s26° 48' 24'E
AppRoX/MATC
TV PAP ("r-)
43E
697 T.ErMPD/LARi
s 28 W,, Iwkcpj r ---a
•�y1PD1LAt�( ,�,♦
TEMPoRa4:Y
GNEt*4 VAnn
PRA+wW6E FL014 -� �►
Easement Curve Table
Curve 4
Length
Radius
CHORD BEARING
CHORD 057.
EL30
10.07
50.00
S59' 36' SD'W
10.05
EL31
IO.07
50.00
S48' 04' 37"W
10.05
EL32
10.29
2S.00
S86- IS- 02-W
10.22
EL33
10.29
25.00
N7U' 09' 2rw
10.22
EL34
10.07
S0.00
N38' 25' 41'W
10.05
EL35
10.07
50.00
N29' 57' 54'W
10.05
EL36
10.07
S0.430
S68' S7' 43'W
10.05
EL37
1 10.07
50.0D
SS7' 2S' 30-W
10.05
4 E
a
STATE
COUNTY REGISTER OF JOHNSTONDIEEDK
STATE OF NORTH CAROLINA, JSTON COUNTY
TINS INSTRUMENT WAS PRESENTEO FOR REGISTRATIO19 AND RECORDING THIS ' 3�
ELDAY OF -i ' - 201E AT Pp,
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0
MN51MCMW SEQUENCE.
1) INSTALL CONSTRUC1ION ENTRANCES (]5 EACH)
2) INSTALL SILT MONO AND SILT FENCE OUTLETS (DISTURBING
ONLY THE AREA NECESSARY FOR FENCE AND OUTLET
INSTALLATIONS), AS SHOW ON SHEET JUL 11 a /4 OF S.
7) CRADE STE
4 SEED AND MULCH ALL AREAS AS PER GROUND STABLIZATON
S COI(:ATONS FOR TIME RECJREMEN15 FOR ESTA9LM6NG
TEMPORARY SEEDING AND PERMANENT SEEDING AND FOR SEEDING
RATES & TYPES.
5) TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE
NOT TO BE REMOVED WITHOUT THE APPROVAL E NCOEO
RPFIMRD SPECIFICATIONS
sumom-auzAllam
THOROUGHLY CULTIVATE LAW AREAS BY DISONO TO A DEPTH
OF B' AND RAKING THE SURFACE SMOOTH TO REQUIRED
GRADES APPLY 4.000 LIPS OF AGRICULTURE LIME PER ACRE
AND 1,000 LOS OF 10-10-10 OR EQUIVALENT FERTILW PER
ACRE
TEMPORARY SEFDINO
WERE TEMPORARY SEEDING IS REOUN$D PRIOR TO STEOING OF
PERM- ANENT LAWNS ORNU SLOPES PROCEED AS FOLLOWS:
OCT. 15114-MAR. IST SOW RYE GRAIN AT THE RATE OF 120 LBS.
PER ACAC
MAR 1ST-AUG 157H SOW GRAIN MILLET AT OF RATE OF 40 195.
PER ACRE
AUG. 151H-OCT. 15TH SOW RYE GRAIN AT THE RATE OF 120 LBS
PER ACNE.
GROUND COVER WILL BE ESTAN.ISIED FOR All DISIl1F®m AREAS WITHIN
I4 CALENDAR DAYS AND INHN T CALENDAR DAYS IN AREAS WITH
SLOPES OF AT OR STEEPER AND AROUND THE PERIMETER OF THE
PROJECT. SEE GROUND STABILIZATION CHART III.
W=NO NFOR TR EMMY SEEDI
IMMEDIATELY FOLLOWING SEMI , APPLY STRAW MULCH ON SEEDED
AREAS (FROMM AT A RATE OF 2 TOR PER ACRE FOR SMALL GRAN
MAY)). PLACE STRAW MULCH UPGFORILV N A CONTINUOUS BLANKET.
ALL SLOPES LESS THIN 3:1 STEEPNESS AND ALL LAWN AREAS ARE TO
HAVE MULCH ANCHORED BY THE USE OF A TRACTOR DRAWN MULCH
ANCHORING TOOL TO PUNCH MULCH INTO THE SOL ALL SLOPES Set OR
GREATER ARE M HAVE ASPHALT TACK APPLIED AT THE RATE OF 225
GALLONS ACRE APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER
EACH AREA HAS BEEN MULCHED.
Pcwe..�T •EEDIN.S-
SEED PERMANENT LAWN AREAS BETWEEN MARCH 1ST TO AUGUST 15TH
WITH MULLED COMMON BERMUDA 5 LEM PER 1.000 SQUARE FEET OR
PANT WITH BERMUDA 419 SOD WHERE SPECIFIED.
BETWEEN THE DATES OF AUGUST 24 - SWTEM ER 15 (BEST) OR
AUGUST 20 - OCTOBER Z5 (POSS6RE) AND FURUARY 15 - MARCH 21
(BEST) OR FEBRUARY t - MARCH I (POSSIBLE) USE THE FOLLOWNG
SEEDING umTURE`
200/250 LOS. TALL FESCUE
20 LBS. SEMCEA LESPED° EZA
10 LOL KOM LESPEDEZA
,ODD LBS. 10-10-10 FERTLIM
40M 195, LIMESTONE
SEED PERMANENT FILL SLOPE AREAS BETWEEN MARCH 1ST TO
AUGUST 167H WITH 40 LBS. S:RILEA 1FSPFDM AND TO LBS
HULLED COMMON BERMUDA PER ACRE.
GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST E PROVIDED
FOR ANY PORTION OF A LAND-OISIURBNG ACTIVITY WITHIN FIFTEEN (15)
WORKING DAYS OR SIXTY (60) CALiHDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR pIEPhLLPMENT, WmCIMEVER PE000 NS SHORTER
Mae GHM (FDR PERMANENT SEEDING)
IMMEDIATELY FOLLOWING SEEONO• APPLY STRAW MULCH ON SEEDED
AREAS TO A THICKNESS OF ONE INCH. PLACE STRAW MULCH UNIFORMLY
IN A CONTINUOUS BLANKET. ALL SLOPES LESS THAN I:1 STEEPNESS AND
ALL LAWN AREAS ARE TO HAVE MULCH ANCHORED BY THE USE Oi A
TRACTOR DRAWN MULCH ANCHORING TOOL TO PUNCH MULCH INTO THE
SOL ALL SLOPES 5:1 OR GREATER ARE TO NAVE ASPHALT TACK
APPLIED AT THE RATE oF225 GALLONS/ACRE APPLY WATER WITH A
FINE SPRAY IMMEDIATELY AFTER EACH AREA ALAS BEEN MULCHED.
TEMPORARY CHANNEL LININGS IFREQUIRED SHALL BEINSTALLED A
AREAS AS SHOWN ON PLANS, OR AS REQUIRED TO PREVENT EROSION.
LININGS ARE ro E LEFT IN PLACE THROUGHOUT PERMANENT SEEDING
PROCEDURE
MAINTENANCE_+ RE-S® AND RE -APPLY MULCHING N ANY AREAS THAT
FAIL TO ESTABLISH GROUND RIVER. (DURING TEMPORARY AND
PERMANENT 5EEONG OPERATIONS)
pAQA I. E 0awnw-52imm
NOTE: ALL TEMPORARY EROSION CONTROL DEVICES ARE TO E
INSPECTED FOR POSSIBLE ROUTINE MAINTENANCE A MINIMUM OF ONCE
EACH WEEK AND AFTER ANY SIGNIFICANT RAIN EVENT (1/2" OR
BEATER). ADDRESS ANY MAINTENANCE NEED W711D11T DELAY IN ORDER
TO PREVENT FUTURE EROSION ISSUES ON SITE.
NOTE. ALL PERMANENT EROSION CONTROL MEASURES ARE TO BE
MAINTAINED ON A PERMANENT BASS (THROUGHOUT THE LIFE OF THE
PROJECT) M PREVENT POSSBLE FUTURE EROSION ISSUES ON THE SITE.
NONE A WRITTEN LOG OF THE WEEKLY MAINTENANCE INSPECTION 15 TO
BE KEPT ON SITE AT ALL MIE5.
A • �o jam,
COIMeowd" I. K7etlMrw�dmrrm aad and a= ITT dvepeldhn. loaf, altl '
Spw:lffc Bmle MMlhw wiv p.-,....MN. M.W Mind pmq. 'QadeR
2 Paos IM W" to Or•Iydlkgrade wtl IY mom Mom 6
Kmpb%N sad emmm L
A Provide dr111 ap tm mM MYmw h3 a aed4nwd trap of Cher
M1WIA51• aubL
4. UnBIS ISO Ubft bUSMms may I M "M altiftOfMe
ftmdlCmMbewtan• U*db)ee=porhW YAmii MMA
RWrftrwm I*dndo Wwa Mpedlne•drrdlmlope•erteWoree*;wAhw
1 oft"emsh w mile. TNN may rePlaparla4e I I I Sft
24naha1aT4Ml ARIramcha*W,MepWwrysIw%m aGeldleap
setra•m vAd wt rout m n•eeleary. hiffAmbW roman!
•h)adlonahla n, 11,spOlKwait".orasdoed mad PAM M-NNIyt
TEMPORARY GRAVEL CONSTRUCTION ENTRANCEIEW
-NO SCALE-
PMa N m -0 -Nff J
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-- CONCRETE WASHOUT AREA DETAIL ---
-aa wim-
1) Ground 81all9ftatloW
I Sit. ':N)}R�3Itzatkyn mabztwom lima
DsemTP8o1r 17kneFrame � FrmneFxceplltlns.
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7ddye
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—.
.
Watw ocwq
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7deye
None
• SLP••MM1aapw
7�,a
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Note: TI ES
Smrrap
44ga
REQUIREMENT �_
-
:
�amapwlhlffl
ew•Bwntl
�TeRyW�geslw
APPLIES
• Bbpas2lw
TO ALL AREAS OF
MmKw
uaesa
DISTURBANCE ON
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ORCHARDS OF
. AfUw u•w
None
(wngtf r
B(IMMERLIYN
.169*aeAeda
�' 41
14 daya
AIM
PHASE 2A LOTS 5.27
HpN
1) TOTAL. DRWIAGE ARFA RMC TO SOT 111" MAY
12 GAUGE 4' X C OR 2' X 4' WELDED WIRE HOCKED NOT OC D 1 AM
j ONTO PREFORMED CHANNELS ON METAL POSTS. 2) SJ IBM SIVAD NW BE USED AT PIPE
MILM OR N MEAT OF CO1/CDB wm RDW
? ULTRAVIOLET RESISTANT (BLACK) UGRIFI (GRE96. WIOIUIMFS SWUA ETC.)
I FABRIC OR EWLAVENT SECURE) M L) MM SILT FBIGE IS USED AS A ONESON LIE FOE
I I WIRE % METAL CUPS OR WRE AT 6- OBE SLY FENCE SOW BE IF3.7MW BRIT 12'
R� OFF TER. W NIDOT /S OR j5T 1L19® SIMILE m FLU®.
TO MEW W TOM
44MlN CALED FOR ON PLAN USE aln OWL WRN
MAX. SEDIMENT STORAGE LEVEL Am DONE AS PER DEAL f uLL sw R
It ) •� ..f � •) A REMOVE SEDIMENT WHEN THIS LEVEL 01IMSMS AS CUM FOR ON FLAX
r,/ - DRAINAGE(ONLY)IS REACHED OR AS DIRECTED BY
( / D�AH CONSERVATION INSPECTOR SHEET
DRAINAGE(ONLY)
E7N
GF
SHEET DRAINAE(CNLY) r --
s®n
- -NATURAL GRADE
-CARRY APPROX. 12' OF FABRIC INTO
1
1;i L�'SORAm
_- A
TRENCH. COVER W/ SOL 41 TAMP
ROW
TO INCREASE STORAGE CAPACITY
BAC01L
—CARRY B" OF HIRE INTO TRENCH.
AND PROLONG THE LIFE OF THE
SILT FENCE. IT IS GENERALLY
—METAL POSTS AT S' O.0 MAX
ADVISABLE TO OTC A SEDIMENT
PT IN FRONT OF SILT FENCE
WHENEVER POSSISLE
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AMID AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY,
SHOULD THE FARM E A SEDIMENT FENCE COLLAPSE. TEAR. DECOMPOSE OR BECOME INEFFECMC REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE AMMATE STORAGE VOLUME FOR THE NEXT RAN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE WRING C.EANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TD GRADE AND STABILIZE IT
AFM THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE DETAIL
-NO SCALE -
IRE -1 I- SLY MUM
ICI O SLF FB'�
MUST BE AT 1[A8i 1'
ABOVE we TOPE 7} I
111E wASED SIDE "^-f�: _-•`:-%y
FRONT
STEEL FFTWE POST
IGE FlZdOE
VIEW( N
�—y
1PLn FIRM
u _ m FEAT=
NMUIWiff 4T.01Ht
:MAX Y APA AM HARDWARE
MIX 18' N10 CLOTH N TRUMN
p�
WWSIEO O1QE 1` � 'S5
BALD GROUND
ON ate"
MGM
• 1
I. REMOVE SEOO@R 1WM WAIF OF 510E ONTIET IS ODNERM
_.:+,,
2 IWPLAG4 SIQE A9 1®m 10 BL7NE OLWAIEIONO.
I
ow VA FENCE
MmURDWAIR CnOJ �� BURY for OFIMP4R MOE OFIi NLTIN FAllm N TROROI
u SECTIOPI VIEW
STANDARD SiLT FENCE OUTLET
-NO SCALE- -
TEMPORARY SILT PENCE
+1 �2 UK �ro ENCRCE STOCKPILE
(TIP.)
TSIEP(ism SM L PIIB D8`PJ1Y1.
I rf TO WCAFTi