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/ / - - - - 8„~ SAN; SEWER 151 8"~ S / ~ Y ~`C
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1 g \ / / \
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I ~ I 130' / \ \ '~F~TURE . ~ ~OOc ~ ~ n0~! LEGEND
I , \ 9 1 \ / 92 I ~
\ ~ I ~ \ I / _ ~ \ ~ d COMPUTED POINT ' _ _ • NEW IRON PIPE
/ I I 0 ~ \ - ~ ~ ? PROPOSED CONC, MON,
~ ~ a EXISTING IRON PIPE i i ~ i'
/ I I I ~ I ~ I . \ / / / I I N ~ ~ ~ cA ~ ~ i ~ ~ EXISTING PK NAII
N I I I I I v t9, \ ~ I " \ 5, ~ ~ ~ EXISTING CONC, MON, 15/
o I I i-~ I I - vl I \ ~ ~ ~
i / / I I° ~ I I \ / / ~ I i i 1
/ ~ I I i i
{ I I I \ ~ I I ) , I \ ~ ~ 1 ~ ` ~
/ / / I NOW OR F 1~MERLY I \ NOTES
• 9 I ~ \ I / / I I BUNN Fd~GCES FARM, LlC 0 / 9 \ a ~ / / , - ' DB 1584 Pg 605 ' \ I e 1 1 ~ 1 1, AREAS COMPUTED BY COORDINATES,
I ~ , I 153 ) a ` I ~ \ 2, DISTANCES ARE GROUND DISTANCES AND FEET.
ECT BOUNQARY / / Pin #3713-57-9600 \ I ~ ~'y ~ \ P ROJ l , ~ , , ~ 1 ~
{ / / ~ 12 ~ s ~ J R RENCES
o ~ ' /PROPOSED ~ Q. \ ~ ~ ~ ~ +i 1, COORDINATE SYSTEM IS IN NORTH CAROLINA STATE
N , ~ ! \ / E.O.P. ~ t ~ ~ ~ ~ PLANE GRID (NAD 27). REFERENCE (P,B, 28, Pg 242)
I/ / 8 1 \ i 0 / 20 • ~ \ \ ~ ' ~ ~ x155 ~ ~ , r' 2, WETLAND DELINEATION PERFORMED BY SOIL, WATER &
. 1 , ~ ~ \ \ ~o R 5 ~ ° ~ ~ ~ / .ENVIRONMENTAL GROUP (SWE), WETLANDS HAVE BEEN
00 ° NOW OR FORMERLY , ' \S. ~1 ° / ~ \ \ / \ s O A~ ~ o ~ ~ ~ ~1 I DETERMINED TO BE ISOLATED BY U,S, ARMY CORPS OF
cv ~ ~ BUNN EAGLES FARM, lLC \ \ \ / Z 3 , DB 1584 Pg 605 ~ 1 / \ , ® Ft , ' r' ENGINEERS. LOCATION HAS BEEN VERIFIED BY LAUREN
12 Pin '3713-57-9600 ~ 1 \ / / s o Q, t COBS WITH NCDENR, 1 , 3. BOUNDARY DRAWN FROM PB 34, Pg 20 ; PB 30, Pg 150
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w PAV MENT ENDS s ~ XI TING E I . ' / ® / \ \ ~ PROPOSED 1 >ED , , 1\
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3 ~ / / \ \ / , ~ i
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60 PUBLIC RIW~ • k• . • ' 1 g < ~ PB 30, Pg 150 ~ _ ® 1 ~ 1 \ \
- ~ • \ / ~ w- ~ r /r \ / EXISTING E.O.P. 'ING E.O.P. , ~ , ~
a r U;~ \ \
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~ ` COI . o \ \ ~ P' 71 -5fi-0589 ° I ~ ~ / - AND ORNE NOW oR FORMERLY \ \ / ~ / / sue/ ~
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'.~'I• PAGE 1
~ . ` 1 PLAT 80 1 t' 110 REE ~ ~
o NOW OR FORMERLY ~r ae® \ EC>i10N 1N 1 ` ~7 ` M S ~ BUNN EAGLES FARM, LLC 208' 1 1 G~ FAR \
OB 1584 P 605 ~ 1 i 9 110 I 1 1 ~O
a Pin #3713-57-9600 1
J g2 1 \ 1 1 \ I ~ M~ FAT
I \ I ~ I \ 1 1
1 1 1 I 1 I 1 ~T~
1 , J 1 1 1 ~ /n . 1
0 25 50 100 200 300
V Grephic Scale: 1" = 50'
REVISION DATE BY DATE DECEMBER 2007
UPDATE WETLAND LOCATION 10-07-08 SPH SCALE W.O. # 06104
a GREEN ENGINEERING uvtRALL F. B. #
INC WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT FARM, 1° ® 50, CADFILE: 06104-WL-IMPACT.DWG COGOFILE:
303 N. GOLDSBORO ST. P.O. BOX 609 WILSON, N.C. 27893 P CHANGE DATE:OCT. 07, 2008 PGC K U J E ( N;k T mm rmunk EL A r4m
TEL [phone] FAX [phone] elg3C&greeneng.com CITY OF WILSON, WILSON TOWNSHIP WILSON COUNTY, NORTH NORTH CAROLINA SHEET NO. I OF I
44-B-27

LEGEND i V
COMPUTED POINT O C D ~v
• NEW IRON PIPE ,~0
~ PROPOSED GONC, MON. ' 0 EXISTING IRON PIPE LINE TABLE LINE TABLE r m
LINE TABLE LINE TABLE LINE TABLE ~ EXISTING PK NAIL LINE TABLE LINE TABLE RoP°
i EXISTING CONC. MON. LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING I TA
D S NCE LINE BEARING DISTANCE LINE LINE BEARING DISTANCE LINE BEARING DISTANCE
L1 S52°30'32"E 43.74' L1 1 S44°46'21 "W 55.35' L21 N29°56'00°E 22.24' L31 N 18°47'52"W 7 i 2 .02' L41 NO°59'20"E 12.87' L51 r~~___, L51 N60°17'07"E 3.65' L61 N40°47'52"E 17.34' ~
~ L2 S16°4227"E 41.53' L12 S39°58'40"W „ ' 23.73' L22 N3°13 14 W 32.68 L32 N62°55'36"W 22.75' L42 N4°46'25 W 21,08' L52 SITE ` L52 N35°01'29"E 22.10' L62 N16°05'39"E 19.33'
L3 S32°35'08°E 36.03' L13 S10°29'21 "W 48.82' L23 N10°07'43"W 36.05' L33 N84°59'36"W 24,98' L43 N8°17'18"W 28,3 L53 ~
_ 9 L53 N22°16'24"E 10,76' ` \`1
- L4 S8°09'00"E 50.77' L14 S15°04'46°W 33.95' L24 N2T18'03"W 28,99' L34 " N3°20'08 W 10.37' L44 NO'47'1 1 "E 6.95' L54 L54 N 25° 10' 1 8"E 24.50' h
L5 S2°30'30"W 49.42' L15 S1°20'23"W 28.44' L25 N12°29'30"W 37.32' L35 N9°41'08°W 19.92' L45 N36°25'02°E 5.24' L55 ~ \ ' ~i L55 N2°29'33"W 10:42'
L6 S28° 19' 15"W 35.03' L 16 S 1 1 ° 18' 1 2"W 33.05' L26 N50°32'05"E 22,85' L36
N3°53'51 "E 25.54' L46 N73'25'S4"E 10.89' L56 L56 N12°46'28"W 24.36'
L7 S24°2910"W 27,42' L17 S12°10'31 "W 39.59' L27 N33°55'54"E 19.54' L37 S86°54'06"E 24,28' L47 N85°29'30"E 8.47' L57 L57 N38° 1 9'26"W 10.96'
L8 S23°06'08"W 30.92' L18 S51°53'47"W 29.91' L28 N70°42'35"E 31.55' L38 S57°07'11"E 10.90' L48 S85°55'10"E 9.35' L58 L58 N63°27'46"W 7.09'
L9 S26°43'05"W 45.77' L19 N21°07'34"W 21.83.' L29 N26°22'42"E 30.57' L39 N59°41'09"E 65.67' L49 N88°05'35"E 6.67' L59
L59 N30°05'56"W 9.94'
L10 S37°51'18"W 53.61' L20 N84°32'43"W 21.45' L30 N13°36`38"E 71 ' 2 8 L40 N45°02'05"W 5.34' L50 N75°50'37"E 12.03' L60 L60 N23°59'19"E 13.37'

0
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®CTIO MAP
° Scale 1 = 500'
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- / NOW 0 3~, ~ BONN EAR NOW OR FORMERLY ^ ,9 ~
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z I ~ I I BEGIN PROP05ED PAVEMENT v~ _ L40 a
fil - ~
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PEPPER ILL DRIVE o
. a I _ ~ 60' PUBLIC RIVVI / L35 , _ I ` ~ I I _ - _ PB 30 P 950 _ 9 L34 1~T~
Y ~ '0 ° \ \ / EXISTING E.O,P. ~
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a I I ~ 0 24 ST. SE ~
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J N = - - - - - w....._.-. ~~~S~,~S EXIST. 8 ~ SAN. SEE ~ ~t! M
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~ ~ I I c° i AND DRIVE IQ I NOW OR FORMERLY \ 1\ / ~
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• ~o 11O ~ REE`~P~~ BOOK 28, PAGE ~ f B
° I I NOW OR FORMERLY o~ '`1 W ~ Z I I BUNN EAGLES FARM, LLC ~ 8'
{ z DB 1584 Pg 605 20 ~ 1 I ~1a X10 RM SECTION >•H , ` t ~ ti ~,GLE FA ~ A ~
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a 1 ~ I ( I I 92' 1 it ~ 1 i t
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` C 9 D
o N®TES ~ 1. AREAS COMPUTED BY COORDINATES,
2, DISTANCES ARE GROUND DISTANCES AND FEET,
0
' REFERENCES
a 1. COORDINATE SYSTEM IS IN NORTH CAROLINA STATE
PLANE GRID (NAD 27), REFERENCE (P,B. 28, Pg 242)
2, WETLAND DELINEATION PERFORMED BY SOIL, WATER &
ENVIRONMENTAL GROUP (SWE). WETLANDS HAVE BEEN
DETERMINED TO BE ISOLATED BY U.S. ARMY CORPS OF
ENGINEERS, LOCATION HAS BEEN VERIFIED BY LAUREN
COBS -WITH NCDENR. v D 25 50 100 20p 300
a 3. BOUNDARY DRAWN FROM PB 34, Pg 20 ; PB 30, Pg 150 N AND SOME FIELD OBSERVATIONS.
c.nntion ~~sie. ~~~.am .
REVISION DATE BY DATE DECEMBER 2007
a GREEN ENGINEERING ~ EAGLES FARM, AL IL M UPDATE WETLAND LOCATION 10-07-08 SPH SCALE W. 0. # 06104
L M www ET LANDS F. B. #
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT BUNN INC 06104-WL-IMPACT.DWG 1" ®50 CO CADFILE::
303 N. GOLDSBORO ST. P.O. BOX 609 WILSON, N.C. 27893
- TEL [phone] FAX [phone] [e-mail] CITY OF WILSON, WILSON TOWNSHIP WILSON COUNTY, NORT I INAMP A M A I P CHANGE DATE:OCT, 07, 2008 PGC
NORTH CAROLINA SHEET NO, 1 OF 1
44-B-27

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a~ 0 100 200 400 800 1200
a u Graphic Scale: 1" = 200'
REVISION DATE BY DATE DECEMBER 2007
a GREEN ENGINEERING BUNN EAGLES FARM INC PDATE WETLAND LOCATION 10-07-08 SPH SCALE W.O. # 06104 F. B. #
ME UVOIALL ®200, CADFILE: 06104-WL-IMPACT.DWG
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT = 7 COGOFILE: CHANGE DATE:OCT. 07, 2008 PGC aLq h I "lw OE P L A N Y, NORTH CAROLINA SHEET No. 1 of 1
303 N. GOLDSBORO ST. P.O. BOX 609 WILSON, N.C. 27893
_ TEL [phone] FAX [phone] elg3p greeneng.com CITY OF WILSON, WILSON TOWNSHIP WILSON COUNTY, NORTI
44-B-27

T8M 1 '
RAILROAD SPIKE IN POWER ROLE LOCATED IN n~~s PR P 10 or t° 0°F
FRONT OF FOOD LION, ~ po v
ELEVATION 152.96 107 ~
T8M #2 M~ PK NAIL LOCATED AT CENTER LINE- STATION 102 N
a 8+00 OF PEPPERMILL DRNE° '~o P P .ALL CONSTRUCTION SHALL COMPLY WITH ALL
PROP, MH 5 pip R 7 102 ELEVATION 142.61 M 105 APPLICABLE
TM ~ 8 ~3 SPECIFICATIONS OF THE LOCAL GOVERNING BODY.
RAiLR0A0 SPIKE IN 12" GUM TREE LOCATED AT UTILITIES SHOWN ON PLANS ARE LOCATED
STATION 1+75 ®30` LT RED 8AY LANE. _ I APPROXIMATELY, CONTRACTOR SHALL BE RESPONSIBLE
ti ELEVATION 143.44 PROP. MH 4 a ~ ~ ~ ~ FOR VERIFYING THE LOCATION OF ALL EXISTING
s oo ~ UTILITIES AND SERVICES WHETHER SHOWN ON PLANS
_ ,y~ PROP. MH 3 OR NOT.
E ~~a PR P MH ~ ~ 101 PROP. FES 0 . 3 CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND
~O OZ ~ / REPLACEMENT OF THESE FACILITIES IF DAMAGED.
O 100 PR P ~ 4 PROP°CB 6
~W ~ ' EXISTING MANHOLE X3782 SHALL BE CORE DRILLED
y~ ~ 101 ~ ~ ~ FOR CONNECTION OF PROPOSED 8"tb SANITARY SEWER.
~u 4' ~ 3 94 ~ 106 ~ ALL SUITABLE WASTE MATERIAL SHALL BE SPREAD OUT
Z ~ I ~ I ON LOTS 95-101, TOPSOIL & OVERBURDEN SHALL BE
0 95 ~ a c m STRIPED FROM THESE LOTS AND REPLACED UPON
Ri a oo COMPLETION OF PROJECT, CONTRACTOR TO VERIFY O DISPOSABLE AREA WITH ENGINEER/OWNER PRIOR TO
U J 1 ~ STARTING WORK.
1 ~ ~
PC = 15+00.11 ~y yJ ®BC 42.47 l ~ 1 ~r I ~ ~ ~ m I MAINTAIN 10° HORIZONTAL SEPARATION BETWEEN WATER
96 PROP, C® 4A rn o r k, V STA 14+71.31 ® ~ MAIN AND SANITARY SEWER LINES.
CURVE = C2 ~ 100
99 98 97 LENGTH = 321.71' ~ 18,50 LT 1 z, RADIUS - 1000,00' PRC = 14+76.16 2sq WI I Wi i ,
' A DELTA = 18'2557" W ®8C 18.50' LT Ek. MH 3782 p~° ~ X n ISOLATED WETLAND TANGENT = 162.26' D" ~ 107 o I
~ X 20 L CHORD = 320.32' ~ STA 15+15.49 ®1.25' RT = I- '0
F` ~ TR TIN LIMIT DIRECTION = 527'33'35"W ~ STA 3+55.24 RED BAY LANE r h GRAVEL CONS UC 0 ~ ~ D I D ~ PROP. FES 3
ENTRANCE ' Z Z , R~ ~ ~ 7 I ~ 0 -~io ml Z 'D0 STA 2+50.00 m. ~ E°sE~ENT EASEMENT °A°
n EX. MH 3901 EX. CB X3522 O ~a-° 1 ~]Q I sTA s+oB,39 v PROP, 12 ~ RCP WETLAND ~ G STA 7+30.D3 p 18.50' LT ~ ~ ~ ~ - ~ P ' ~
, ~ b CULVERT PIPE ` Qe 3 0 ---o o fr, l~ + +
I ~ P ~ ~ PROP, CB 9 ~ 1 CURVE = C1 ~ } ~ ~ ~ o _ o D O O O A O D ' O N W
~ LENGTN = 217.12' ~ , ti STA 15+28.67 19.42 RT - RADIUS = 300,00" / ~ ^ I r N
~ < d DELTR ='41'2758" • c2 STA 3+36.85 ~ 14,41 RT ~ ~ TANGENT = 113.56' ' • X PROP. C 4 I ER0510N CONTROL NOTES:
RED 8AY LANE ~ ~ CHORD = 212.47' ' 00 . / STA 14+71.31 PROP°CB 6 I 6 ~ PROP, C8~18 EDP t STA 0+15.50 =STA 6+73.68 L = 20° SEEDING AND MULCHING TO BE APPLIED WITHIN 15 DAYS
~ ~ , • dIRECTION ; N39'D4'36' E • ~ , 1 I ~ ~ e, ~ • 18.50 RT I - ' ~ p~ ; PROP. FES 2 2 ' ' ~ 15.50 RT RED BAY LANE yy = 23° OF ALL LAND DISTURBING ACTIVITIES NOT PREVIOUSLY
8 ~ Q PROP, Ci® 2 EX. MH #3932 a~ y "°~k~ ° .,,;,.,T • 4 p ~ STA 13+25.31 PCG = 14+71.3
STA 10+50.00 ~ r I _ 3 R , a.e~^~ ®10,54' RT ®BC 18,5D' RT 95 I PC = 14+97,43 88 r D = 2° STABILIZED.
. co 8.50 L ~ , ~ ~ _ a ®BC 44.63 RT ' I B pp °p ; _ _ ~ PROP. C8 10 1 a o0 106 CLASS "B° STONE SILT FENCE TO BE INSTALLED AS SHOWN OR AS DEEMED
, STA 13+46,28 % , I NECESSARY BY VISUAL OBSERVATION,
_ , e , ~ ; • ~Wo e~ - Q 18.50 RT ~ / ~
, a Ek. CB 3521 ~N „\b C1 _ oaS'( Q SILT FENCE - ~ ~
STA 8+08,39 RCp• ~ 10 0 ' 'ST ~ ~ a v i ~ ~ ' ~ 18,50' RT °~Q' ~ PR P 7 INLET PROTECTOR
' 87 ~ ~ 1 EX. MH X3787 . ~ , I @~
PR P 1 ~ so, ' d., ~ ( ROCK CHECK DAM '
. ' reM z ' STA 8+62.72 • ~0 ' _ - 86 50 X 20 X 6 ' ~ , ELEV. t42,st ' ~ • GRAVEL CONSTRUCTION a O ,e DISSIPATER PAD
, • 0 18,50 RT ' co ~ ~ ,a • Ex. MH 392s ENTRANCE ~ ° STA 10+29.59 PROP. CB 3 1 s
' - 82 B-B ~ o 73 p , ~ 9.1 T RT STA 1 D+50,0® 1 1 3 ~ 1 I 94 SEDIMENT TRAP/FILTER BERM
' 1 ' RT 85 NOTE: 1 5D' Rlw ,r ~ 83 84 8,50 1 1
PROP, FES 1 ALL STORM DRAIN PIPE BETWEEN CB #1, ~2, 1 PROP. MH ; • ~ u 11 PROP. MH 3
STA 8+50.00 ~3 & X10 SHAH HAVE A 6 -~57 STONE LIMITS OF DISTURBANGE
~ 27.50' RT BEDDING. SEE DETAIL SHEET 3. E
_ M~ . - - PVI STA = 10+50.00 PVI STA = 13+00.00 J - ~ ~ - z -
- - - ~-ro"~-rn" N-°o~No ELEV. = 141.84 ELEV, = 142.84 + °a + + + ~ o
VC = 250 - VC = 250 - ~'oo~-~~~r-d'~°~'~"~°~ a°
150 ~m _~m~- t50
a®w a®w w - - - - p -
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t
- - - - _ - - - _ _ . _ _ _ 145
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105 U _0
11 + 1 + 1 + 14+ 1 + 0+00 8+00 9+00 10+00 00 2 00 3 00 00 5 00 0+00 1+00 2+00 3+00 4+00 5+00
REVISION DATE BY DATE: OCTOBER 2005
- GREEN ENGINEERING EAGLE A R ADD CATCH BASIN 4A & RESIZE STORM 5_24-2006 LG,III GRAPHIC SCALES PROJECT N0: BUNNE05069
SEWER PIPE ON RED BAY FROM 18" TO 24 ADD NOTE AND REROUTED WATER MAIN 0 25 5~ 100 F. B.
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT A 303 N. GOLDSBORO ST. P.O. BOX 609 WILSON, N.C. 27893 SECTION XII ASCII
U'(~/-/~~~ ON RED BAY LANE AND PEPPERMILL DR 5-28-2006 LG,III CADFILE: 05069-BM2.DWG ADDED NOTE AT PEPPERMILI DRIVE FOR L 1 ASCII FILE: CATCHBASINS 1, 2, 3 & 10 2-8-2007 Lc,ia PROFILE (HORIZONTAL) CHANGED DaTE,oc7, 07, 2008 Pcc
0 5 10 ADDED WETLANDS 0-07-200 SPH u.--u-
TEL [phone] FAX [phone] OFFICE @GREENENG.COM CITY OF WILSON WILSON COUNTY I 2 ^OUNTY N.C ADDED WETLAND CULVERT PIPE 1-17-200 SPH PROFILE (VERTICAL) SHEET NO. 1
B.
44-A-44