NCC223052_Site Plan or Location Map_20220829

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AVA IUAH f 8� 4 K '.,� '\,\? SILT FENCE I /��\\ , \ ��i '�429 /
S lU L 8 „� OUTLET L 11 /
MB 68, PG 1 13 � `'`''Q---_ == ,,-���/; ���'',�� ,;\ -�.•` �c -�/ �� EXISTING 40'
MB 84, PG 140 �\\o,�\
MB 749 PG 138 ,�`b �°> � _ � r� �� DRAINAGE EASEMENT
° �.� _ �� ���, ��/ , �/. �,Z/ CENTERED ON LOT LINE
MB 63, PC 23
OL _S - _ _ -> \ , r �' T° `6,_ \ \ ,\✓ MB 62, PG 18 1 &
MB 66, PC 155
THE 50 TREE BUFFER SHALL NOT BE CLEARED UNTIL �' \� , - . ,\ r/ ���, �s ,� ;,�\�\f 427`y \ „�
SUBMITTAL OF A PRELIMINARY PLAT TO THE CITY OF '� �� 1 _ �'� �''�� '•G NON -BUFFERED DITCH
GREENVILLE.� ;
25.23 AC OUTSIDE OF THE BUFFER �`�
/� �% ' 238 \ R E V I S I 0 N S
6.92 AC WITHIN THE BUFFER �, a �, ' ' ' - —., \ �A \ ,--- BEFORE YOU DIGI
ALL WILL BE CLEARED UPON COMPLETION a' _ _ �• • °o NC ONE CALL BY N0. DATE DESCRIPTION
Q �'� ° '`� '•,C'a �� 'O_ " \ \ ;I' V 6i'e2- (TOLL FREE) /2
EXCEPT FOR THE RIPARIAN BUFFER (2.70 AC). �c ,`� ��`b o,�° ,`� -� '- _ \��•� ` s 6,.YB RCP 0
TOTAL DISTURBED AREA 29.45 AC `� �� '� '�.� \I 0
THE CLEARING LIMITS WILL BE STAKED IN AREAS
WHERE SILT FENCE IS NOT REQUIRED.
PN 03 1 17
ROBERSON LAND
DEVELOPMENT, LLC
DB 2 195, PG 23
� COMMON AREA
a
OLn
co
m � 60'DRAINAGE —
I EASEMENT
I (PUBLIC)
I
RRS PLACED AT BASE
OF BENT -OVER EIP
ENCASED W CONCRETE
PN 48870
TRADE LAND
COMRANY9 LLC
DB 32899 PG 799
MB 609 PG 101
PKN SET
IN UPSTREAM
HEADWALL
S ITE DATA r- ------ �\
TOTAL AREA IN TRACT °°°o°°32. 1549 AC ir, q°x�E STONE WOOD
SITE LL
SILT FENCE WILL BE INSTALLED AS w
NECESSARY ALONG THE R I PAR I N BUFFER
I I N I. SILT FENCE SHALL CONSIST OF 14 GAUGE STEEL WIRE WITH A MESH SPACING OF BASED ON SITE VISITS AFTER THE �sT ��� °��oF
0/ GREENVILLE, LLC 6 INCHES, OR PREFABRICATED POLYMER MESH OF EQUIVALENT STRENGTH.
I•-- j I I 'I � 2. DEFAULT VALUES ARE BASED ON EMPIRICAL EVIDENCE WITH A CLEARING AND GRUBBING HAS STARTED.
1 VARIETY R SEDIMENT,
, 3. AS MEASURED W ACCORDANCE WITH TEST METHOD D 46.32. 63
I DB 3898, PG 587 , , , , , , , , ,, ,, ,,, NOTES, ENTIRE PROPERTY IS WOODED �, o z ��� TI O LANGSTON
' II M B 85, P G 9 2 I. SYNTHETIC FILTER FABRIC TO BE INSTALLED AS SHOWN ON PLAN. N
I5' (MIN.)STEEL POST 2. SYNTHETIC FILTER FABRIC TO BE AT LEAST 95% BY WEIGHT OF O
1 1.25 LB/LINEAR FEET POLYOLEFINS OR POLYESTER CONFORMING TO ASTM D 6461. SYNTHETIC / �07 -�
STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE 7y 1 FTT
I it CONSTRUCTION LIFE AT TEMPERATURE RANGING OF 0 TO 120' F. CONSTRUCTION SEQUENCE so
3. STEEL POSTS ARE TO BE 1.25 Lb/LINEAR FT. MINIMUM STEEL WITH A
1 WIRE FENCE-14 GAUGE MINIMUM LENGTH OF 5 FEET. STEEL POSTS ARE TO HAVE PROJECTIONS 1° INSTALL STONE CONSTRUCTION ENTRANCE (S) ° _
1 5 0' GREENVILLE UTILITIES 6'x6' WIRE FABRIC TO FACILIATE FASTENING OF THE FABRIC. GA��LLE
I I 11 LLI
COMMISSION ELECTRIC EASEMENT 4 SPAC NGNOF 6H NCHES.VE A MINIMUM 14 GAUGE AND A MAXIMUM MESH / p ORS ` ��� Q W 0
I
1 ILTER FABRIC 5. SECTIONNCEs SHALL HAVE AN 18' OVERLAP FOR SPLICE AT END OF 2 . CLEAR AND GRUB SITE. SILT FENCE /YTy = m \ z
(2 5 EACH SIDE OF POWER LINE) 6. SILT FENCES SHALL NOT BE STAPLED/NAILED TO TREES. p�'G \
WILL BE INSTALLED ALONG THE
R E F E R E N C E o D B A- 5 0 9 P G 140 BACKFILL TRENCH MAINTENANCET FTy�R z DUNBROOK DR
AND COMPACT �F RIPARIAN BUFFER AS CLEARING PROGRESSES.
f A �I AND D B 1- 5 0 9 PC 63 THROUGHLY I. RAINFALLSEVENT Nye AT A WEEK AND AFTER EACH MAJOR Qv
N ROUND LINE 2• REPLACE FENCE IMMEDIATELY IF THE FABRIC OF THE SILT FENCE
— - COLLAPSES, TEARS, DECOMPOSES OR BECOMES INEFFECTIVE. '\ 0 \ ELMS T AD 1
I \\ ���\/X\' 3' ADENECESSARY
NA ESSTORAGE VOLUME SEDIMENT
NEXT L R BE REMOAND TO REDUCE 3. ROOT RAKE THE SITE AND REMOVE ORGANICS.
\
Ic 8'MIN. PRESSSURE ON THE FENCE. FENCE IS NOT TO BE UNDERMINED DURING n
4'MIN. CLEAN OUT. V ICI / V I ! Y MAP
I 1 k 4. UPONTC MPLETI COMPLETION
ORK MATERIALTE VEGETATION
ION GROWTH AS 4. GRADE SITE TO DRAIN WITH 0NSITE MATERIAL.
I f INCLUDING
N CUDINEp DIIENTACCOR. GLAREA SHALL BE GRADED AND STABILIZED AND
• `'��''�• S�2^ - ' -7_ 5. SEED/STABLIZE SITE. SCALE. I"= 1000"
¢
o ;. I '''• Q;j� 88-9a"' ;� -�`' SILT FENCE DETAIL 2 6. ALL EROSION CONTROL MEASURES SHALL STAY IN
� 1' � �•�.(„//� °q--_ � PLACE UNTIL THE SITE IS 80% STABILIZED. SEEDING SCHEDULE
N 1 , �FER �� - \ SEED BED PREPARATION
w"s.�. `� �.� EXISTING CITY
,� •�,1�.•\_ � � ) _ LIME -------------------------- 90 Ibs/ 1000 SF
LIMIT, LINE '
\ / r ,�� 10- 10- 10---------------------- 25 Ibs/ 1000 SF
1 \ X 40 yE' UTILITY , ' - �' �••�, �' � 1 �,�r 10-20- 10---------------------- 12 Ibs/ 1000 SF
O , �,ASEMENT ,,��' •�`'�'•�.,,• ��'' ', Sgq^44,5 �„ PN 74002 STRAW MULCH---
(AFTER SEEDING) 90 Ibs/ 1000 SF
V6046 MB\75,_RG--13-2 -- '''�-•,,• E �v' \EIP ASPHALT TACK------------200 GAL/TON OF MULCH
r
S87"33' 14°�\ 2°99 TT i�WZNTARY
SEEDING MIXTURE
1.5 2.8 4_ : i-��_ ,' �'R I DG COD
N o N50 03 16 E
� •�-._.._.. '' (FEBRUARY I APRIL 30)
Q l I EXMH ,' \� -•-•---._, � �' 1 °33'(TIE TO EIP)
SCHOOL TALL FESCUE------------------ 1.2 Ibs/ 1000 SF
�•'�•. vi , PENSACOLA BAHIAGRASS--------- 0.25 Ibs 1000 SF
1,� 1 WOODED ,-' S50 03 16 W DB 228 19 PG 34
t LI \ '^" ' P 138°65' MAY I - AUGUST
MB 69, PG 1 19 KOREAN OR KOBE LESPEDEZA (SCARIFIED)----- I°2 Ibs/ 1000 SF
o'r \-� '' \''� � �'' �� � EX 3' WATER MAIN (3 1)
!� `� /' \ R ,'\\`, \\\`''�� /'' EASEMENT TALL FESCUE------------------ 1.2 Ibs/ 1000 SF
MB 699 PG 1 19 WEEPING LOVEGRASS----------- 0. 12 Ibs/ 1000 SF
r
< I� �`\\ �,�°' \\ rllll•.` KOREAN OR KOBE LESPEDEZA (SCARIFIED)----- 1.2 Ibs/ 1000 SF
Q0
O ' �'�,. Rz=,994° I I' BROWNTOP MILLET -------------- 0.6 Ibs/ 1000 SF
' I N""' •-���`` � II EXISTING CITY LIMIT LINE
Y_/7, CH-S54 52 45 E (SEPTEMBER I - JANUARY 31)
.32 5�� A. i m14�' L^�\ `►''�'��/Q 5 13.59' TALL FESCUE------------------ 1.4 Ibs/ 1000 SF
. ''�"' S69"46'25DE KOREAN OR KOBE LESPEDEZA (SCARIFIED)----- 1.4 Ibs/ 1000 SF
I, I I0' SV��FT CREEK ,, ,�-��`
\ I rA� '•�B �,,5 102° 13 RYE (GRAIN)------------------0°6 Ibs/ 1000 SF
A �, DRAINAGE` DISTRICT '�'��� �'� !r
'i EASEMENTS\ �� >' I� hr�.�, >5 FOR SLOPES 2. 1 OR STEEPER ADD 30 Ibs./AC SERICEA
i'll I, 0� ,� \ __ `� ,' ,' �rl/�" \\\ '�,• R-9 18°5 1' LESPEDEZA AND 15 Ibs. WEEPING LOVEGRASS
\ �N/ MB 489 PG 4'0 ,� y I ,"/" CH=S67"2O'30"E
\ SILr-Tl�ENCE -
\'' O�UTL `T ,- II % TEMPORARY COI�S.T.. TA ~ ° 4
_ _---'�------ ' ENTRANCEc20'X50i'' .EIP EIP 82 0
S89 42 7& I �.
,2----
87°57 �\ �� ���" � ' EIP
SILT FENCE S25" 13'34"W
,
---- a OUTLET ,� WOODED 50.00'
h --- --- — • -_ T�6 2�-44_ �- , 1 '� '�. ASPHALT as// /' .�
•--• --- • — '�-:Z,I° 12' - `� _ �'� TURNAROUND
���( �� ���\ EX 3' WATER MAIN
\� PPI\' 7Y EASEMENT�,l'�' : �\� %`r`SO.�'S-�\fir MB69PG 119
ROCK CHECK �`!/ oo -_ / �6)
_DAM o ;433
SWIFT •`:Q_Z S0,�,�,__�_,
',� - CR ��' � __RIPI \\ �','A ") ,''/\r:\4B2OS�JMETHING WRONG WITH DITCH
7�4� T� cT'� --_ '�•. �� f:; :\ ,-- / LANGSTON WEST
EXISTING CITY LIMIT LINE ''� °�°�:.�,� '"`- �:�:� ��� '�/�\��T /FS�Ir -72-SECTIOIU 10
l00 /BONS, / \TF _ MB 799 PG 163
(450
RAINS IF S l IN o ` .`s , p
ALL STREETS TO BE SWEPT AS NECESSARY,BUT
A MINIMUM OF ONCE A WEEK WHILE LAND
DISTURBING OPERATIONS ARE UNDERWAY.
IVARIABLE AS DIRECTED BY ENGENEER
(8' MAX, WITH WIRE REINFORCEMENT)
I REMAINDER O F P N 23627
(6' MAX. WITHOUT WIRE REINFORCEMENT)
it BILL CLARK HOMES
HE PROPERTY LINE & THE 50' RIPARIAN BUFFER LINE
RE THE ULTIMATE LIMITS OF DISTURBANCE. THE
0' TREE BUFFER IS THE INITIAL LIMITS OF DISTURBANCE
TABLE 6.62b SPEECIFUT10NS FOR SSEOIIENT FENCE FABRIC NC OEO
FRfr4 M AM g9UNNITATMW MAMIAI
TE111119 T SST PENCE wrER.L PREPERiT RECILOO NTS
wTT Tits
Mors
17,E
r ff
GRAB STRENGTH
ASTM D 4632
N(Ibs)
MACHINE DIRECTION
400
550
MARV
(90)
)
X-MACHINE DIRECTION
400
450
MARV
(90)
(90)
PERMITTIVITY
ASTM D 4491
5eC1
0
0
MARV
APPARENT OPENING SIZE
ASTM D 4751
mm
I
1
Mox.ARY
(US Sieve-)
130)
(30)
ULTRAVIOLET STABILITY
ASTM D 4355
% RetOine
Strengt
%after 500
of Oxposu
70%after 00
a of ezposu
n TYp(col
e
r \ - \ I
NPS y\ \ (OR 1-800-632-4949)
\ •• \ IT'S THE LAWI
<(0 _SE �237 ; PARCEL NO. 87425
�a�? SILT FENC ���\, \�
EROSION CONTROL -CLEARING ONLY
HY '.02, i
ROCK CHECK ���' OUTLET ` \ / FUTURE LANGSTON WEST,PHASE 93 PROPERTY
DAM a� REFERENCE: BEING A PORTION OF THE PROPERTY RECORDED
�' IN DEED BOOK 3898, PAGE 587 AND MAP BOOK 85,
rL� PAGE 68 OF THE PITT COUNTY REGISTRY
,VRTH
s9' WINTERVILLE TWSP. PITT COUNTY NORTH CAROLINA
o� oL� S s°p ° 2a OWNER: B ILL CLERK HOMES OF GREENV I LLE, LLC
z= ADDRESS: 200 E ARLINGTON BLVD
rL F-;
SUITE A
pHOyE; GREENVILLE, NC 27858
100 50 0 100 200 '®'`s� �'R®wry - +e,``'�� [phone]
°lauu nleueeeee
DESIGNED: R A B DATE: 7/ 2 0/ 2 2
• P1051-4-PH13 11_ I AASTROUD ENGINEERING.PA. DRAWN: SCALE: II _
PROJECT NO.. GRAPHIC SCALE: i - 100 r 'zZ 107-8 COMMERCE STREET RAB I - 60
DRAWING NO.: [phone] APPROVED: RAB
GREENVILLE, NORTH CAROLINA 27858
RICHARD A. BROWN, PE LICEWA WX-OPY SHEET I of 2