NCC243143_Site Plan or Location Map_20241014

WAINRIGHT ® GENERAL NOTES
III 1. THIS MAP IS FOR DESCRIPTIVE AND REFERENCE PURPOSES ONLY. IT DOES NOT CONSTITUTE A
ABIGAIL TAYLOR ,, DEDICATION OR CONVEYANCE OF PROPERTY, EASEMENTS, OR RIGHT OF WAY.
2. REFERENCES ON THE FACE OF THE MAP WERE ACQUIRED FROM THE PITT COUNTY REGISTER OF DEEDS.
5 3. THE SUBJECT PARCEL SHOWN HEREON LIES IN FLOOD ZONE X (MINIMAL FLOOD RISK) PER FEMA FIRM
41
EGAN PANEL 3720466600J, EFFECTIVE DATE 07/07/2014.
0 4. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND MEASUREMENTS IN US SURVEY FEET, UNLESS
4 MILL CREEK OTHERWISE NOTED. AREAS ARE BY COORDINATE COMPUTATION.
5. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TO ANY MATTERS
DARRELL THAT A FULL TITLE SEARCH DISCLOSES.
A_oy 6. WETLANDS WERE NEITHER INVESTIGATED NOR DETERMINED AS PART OF THIS SURVEY.
7. EXISTING UNDERGROUND UTILITY LINES WITHIN THE LIMITS OF THIS SURVEY, IF ANY EXIST, HAVE NOT
VICINITY MAP BEEN DETERMINED AND HAVE NOT BEEN INCLUDED AS A PART OF THIS SURVEY. PRIOR TO EXCAVATION,
UNDERGROUND UTILITY LOCATIONS SHOULD BE REQUESTED BY CALLING THE NORTH CAROLINA 811.
(NOT TO SCALE) 8. THE SUBJECT PARCEL IS ZONED R-6A, CITY OF GREENVILLE.
LEGEND
Boundory Line COMMON AREA&
Adjoiner Line DRAINAGE EASEMENT
Iron Property Corner 0 ABIGAIL TRAILS
Deed Book DB PHASE 1 -DUPLEXES
o
Mop Book MB MB 90 PGs 81-82
Poge Number PG
Right of Woy R/W Fl a N 89'12'18" E •82.50'(TOTAL) O
Minimum Building Line MBL 2 rn O 41.25' 41.25'
Bock of Curb BC co 4,538 SO FT co I�''�11, 53.18 SQ FT,
Z I '0.104 AC �iii�+ 004 AC o HOUSES BPR
ow �DB 4500 PG 555
r — 15' MBL — �'of MB 91 PG 1 50
O� N N
I m PORCH °: 10°'- PORCH I
Z Gm m ,0 13 O =\ 13 ,o m 0 VI
O
w • rnr ut O
2.3' V -0-0 2.3' V _
V Gm I DUPLLEXDIV O L w A
(53B) . Io I _2.3' ., m{ 2.3' I t (51A)
ABIGAILTRAILS ° - 1--- <a"-, m
PHASE 2-DUPLEXES I5 I 5. I s r i 1 Io
MB 91 PG 150 J�18.2, .13,3 n O o. z—> 13.3'
p O O I O
0.
O °=13.3' 13.3'` o
\\11111111/// O
`\\\\\A CAR/�/r//� I
SHARED 25'"MBL —
,.°�E IA et
O ,,2 CONCRETE . N
Li -'a SEAL = 1' 41.25' R/W
;
L 4508 = R/W - - O 41.2 r O
o v c Q. S 89 12 18 W 82.50'(TOTAL)
-::'' C''" �� BC /� BC
////r',////ul l I111\ \```\\ CONSTRUCTION
ABIGAIL TAYLOR DRIVE ENTRANCE
SURVEY INFORMATION HEREON SEE DETAIL
TAKEN FROM MAP BOOK 91 PAGE (60'PUBLIC R/W 36'B/B)
MB 91 PG 150
150 OF AN EXISTING PARCEL.
09/27/2024
BC BC
— — — — —
Wig-- — R/W
„j4-6t 644.THIS MAP HAS NOT BEEN REVIEWED BY A LOCAL
GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY APPLICABLE TAX PARCEL(S)#90973&#90974
LAND DEVELOPMENT REGULATIONS AND HAS NOT BEEN
REVIEWED FOR COMPLIANCE WITH RECORDING REQUIREMENTS. SHEET 1 OF 2
PRELIMINARY PLOT PLAN
0 40 80 PREPARED FOR:
SCALE: 1"=40' LIVE OAK BUILDERS
'( ALLowAY'pLLc
620 A & 620 B ABIGAIL TAYLOR DRIVE
JOcPA1 JALGREENVILLE, NC 27834
INFORMATICS&SURVEYING/ TOWNSHIP:ARTHUR COUNTY: PITT DATE:09/27/2024
463 Second Street-Ayden-NC-28513
252-565-2657-NC FIRM#P-2153 SURVEY DATE: N/A SURVEYED BY: N/A PROJ ID:2024092602

HIGH N!1 OBRGSO'YV.I
COHESIVE LOW FLTR GERM AION OR STAPLES
L HIGH
SOL BERM a OML COHESIVE B.
It- - - I T PLASTIC LINING LOW BLTRATrou
I`�A.I I' • '1 SIDE SLOPE SOIL BERM
NOTES: !4I e °P'
I. A STABILIZED ENTRANCE PAD OF 2"-3" WASHED STONE SHALL BE 1, C h
LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION /I,n'" I �' f14 ���---— `'
SITE ONTO A PUBLIC STREET. SECTIONB-B
2, FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE ,.B
USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. yAqg,�
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL oR STAPLES P./ TACTGAL LOCATION DETERMINED IN FIELD
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC
STREETS OR EXISTING PAVEMENT, THIS MAY REQUIRE PERIODIC NLOEAHLYMARKED ICE(leIOMAGE 2.THE CONCRETE WASHOUT STRUCTURES
ONCRETE 11NOOEVIfI(tA•AG MINI SHILL BE MAINTAINED WIEN THE LIQUID
TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT ASHCUT ANOOR SOLO REACHES TWA OF THE
AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP STRUCTURES CAPACRY TO rRDVIDE
ADEQUATE HOLDING CAPACITY WITH A
SEDIMENT, MINIMUM 12 INCHES OF FREEBOARD.
4, ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO Ems`{ TO OE rMMKEDT STRUCTURE
TRUCIDNADE®s
PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. TOOECLENCE_
5, WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE
SEDIMENT PRIOR TO ENTERING A PUBLIC STREET,
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
30'MIN.
PUBLIC STREET
EXISTING
GROUND u:.: a:::...,. " c. ..,; ...,,::: :r:c; ...z.:.:;g:-:::._.___ \\11111111///
'I 11 z NaI I—- il_. . l' :- - . ' ' ' //"B'
III ��IK1=1 1 �=1-11-11-1=_- �` N �,A R '�i
l"I = �I-I-II=II-II.1-1� ' J ��I I IL „ 0< ,��
SOIL STABILIZATION FABRIC \
`D ,�11111 n UNDER 2"-3" WASHED STONE `\\\ 0 .'IIc ,S'S/0,A.�'P''
30' MIN. ,� _`� ""�:�
a SEAL
r L-4508 n •_
w �0,-7 O cr c��
5 N %�Q SUP
CONSTRUCTION ENTRANCE DETAILiit.,_6‘ 644
DATE:09/27/2024
STEEL POST , 6'MAX.
• STEEL POST
i W FILTER FABRIC
WOVEN FILTER FABRIC
�V
o G�
FLOW PE_ n+'� 51,0
0 1—III=III=III= =III—III—III—III—III—III—III—III—III—III—III—III—III—III—III= 11=III=III= 1144,U E EITI " I I
111E111EITLE111 ITL=ITL=IIIEITL=ITL=ITIEITL=ITL=ITIEITL=ITL=ITIEITL=ITIEITLEI =171E111EII
'0+ =IIIE111—III— EIIIE111E111E111E111E111E111E111E111E111E111E111E111E111—III' II—III—III— I ANCHOR SKIRT;
g111=111=111 II11—=III=III=III=III=1I1=1ILI =III=III=III=III=III=III=III=1 ,1111=111=1' 4' EXCAVATE TRENCH
"'—I'I=111= :ITI=111=111=111=111=1"— I T IE111E111E111E111E111EI T L=111' _ITI-ITI' AND COMPACT
"�_III=III TII—_111=111=111=1— -- BACKFILL
GENERAL NOTES: MAINTENANCE NOTES:
I, FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32"IN WIDTH AND SHALL HAVE A MINIMUM OF 6 I. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS
LINE WIRES WITH 12"STAY SPACING. AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE RAINFALL.ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY,
THAN 30 DAYS.STEEL POSTS SHALL BE 5'-0"IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE
STEEL TYPE. EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE
3. TURN SILT FENCE UP SLOPE AT ENDS. REPLACED PROMPTLY,
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT TO 3, SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.HALF THE
SWIM BUFFERS,STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE COLOR HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE.
PREPARED AND SEEDED.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
7. D0 NOT INSTALL SEDIMENT FENCE ACROSS STREAMS.DITCHES.WATERWAYS OR OTHER AREAS OF
CONCENTRATED FLOW.
TEMPORARY SILT FENCE DETAIL
SHEET 2 OF 2
PREPARED FOR:
LIVE OAK BUILDERS
�ALLOWAY PLLC 620 A & 620 B ABIGAIL TAYLOR DRIVE
OcPA IJ4L GREENVILLE, NC 27834
INFORMATICS&SURVEYING TOWNSHIP:ARTHUR COUNTY: PITT DATE:09/27/2024
463 Second Street-Ayden-NC-28513
252-565-2657-NC FIRM#P-2153 SURVEY DATE: N/A SURVEYED BY: N/A PROJ ID:2024092602