20061186 Ver 1_Site Plan_20060724

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i ~ P ,"5 ~f ~a~ SHEET • I r
~ m i SHEET ~o ~ CO ' s" PvC T' P = ~ a~ -
I f WATER ~p - ~ • ~ : ~ MAIN Q . ~GlNE~Q: ~
~ ' C~ ~ 1759 ~ ~ ~ ~~WD ~
~ I , 1 I~z ~ ~9 ~ , WATER ~ ~~/~F~~F S~ q G;E~ \~~O
~ 1 Creek Rd. ~ ~ 1 1 r'' ~ ~ LINE ~
~A ~ 1767 ~ s 1 I 1 I ~ ~3~' ~ ~
1733 a g~ ~,,f I 1 1 ~ ~ ~ SITE DATA:
~ ~ ~ ~ ~ ~ \ ~ 0 1716 Crete ^ j..`~~ / ~ ~ ~ Ian ~ o ~ ~x'~ ~ TOTAL ACREAGE .141.90 AC.
~ V r M ~ ~ ~ D cn i ~ . ' ~ Ivy ~ ~ OPEN SPACE ................................................2.29 AC.
0 ? ` ~ i \ ~ INV. ~ ~ ACREAGE R W ..............................................9.03 AC.
i ~ ~ _ 1 Hoff ~ 1 ~ ~ Q~ ~ ~ i ~ ~ .50 ...97 ~ Q NUMBER OF LOTS
v x,.~ ~ ~ ~ I z LINEAR FEET OF STREETS ...........................5,987 LF
VICINITY MAP ~ G°R ~ , NOT TO SCALE ~ ~ 6~Q~~JP~ ~?1~ ~ l ~~J~~ ~ ~ AVERAGE LOT SIZE ..........1.26 AC.
i ~ > O TOTAL IMPERVIOUS
~ ~i ~ x,>~ / ^o`~ (ROAD & PARKING) ...................4.16 AC. (2.82%)
~ ~ ~ 1 tio~,~ I o ~ AREA OF DISTURBANCE ............................29.51 AC.
1 ~
1 ~ 1 - - ~ _ 1 J x,:~ I C GENERAL NOTES:
~I' I ~ r 1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS
N ~ ~ i 1 ry ~ti~k••~' n ~ ~ N PRIOR TO PLACING FILL. ANY QUESTIONABLE OR UNSUITABLE SOIL y n CONDITIONS SHALL BE BROUGHT TO THE ATTEN110N OF THE ENGINEER.
j ~ ~ , , 1 ' 1 i ~ ~g1 'l+` / XRIA / I Z a1 2. ALL FlLL SHALL BE COMPACTED TO AT LEAST 95% OF 1HE STANDARD
I ~ J ~ / ~ ~ PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
Y 'L~ \ ~ ~ 3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS
L~~~~~~~~~~~~~~~~ ~~~~~~J 3 ~ ~y ~ ~ ~ ~ ~ I IN ACCORDANCE WITH THE SPECIFlCATONS NATHIN 21 CALENDER DAYS T ~ v~ y l ~ 62• ~ _ I ( OF COMPLETION OF GRADING WORK. UPON COMPLE110N OF THE PRO,~C ,
o ~I ~ / / ~1 ~ I I ~ ~ THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS ~ ~ ~ D OUTLINED IN 1HE SPECIFlCAlIONS. ALL DRAINAGE PIPES SHALL BE
i~ Iii '1 I i ~ g,, ~ I ~ Z CLEANED BY THE GENERAL CON1FtACTOR TO REMOVE ANY SEDIMENTS 1 ~ j / c~ I ~ ~ THAT HAVE ACCUMULATED.
OVERALL ;ALL COMPOSITE PLAN o ~ 1
SCALE: 1 "=5 M v ~ 1 "=500' ~ ~ 1 . ~ ~ x ' 1.07 AG I D ~ 4. ALL PLANTING AREAS SHALL BE BACKFlLLED WITH TOPSOIL AND RAKED 1 \ 2 2~8 AC. TOTA ~ DOWN, REMOVING ALL CLODS ANO ROOTS, AND LEFT READY FOR
x trb` e ~ ~ M SEEDING AND PLANTING.
/ ~ I JOHN SCOTT WINFIELD / / f ti~ ~ ~ I ~~o ~ ~ I : ~ 0. 9 AC. INV. I 18" RCP 5. ALL UTILITY TAPS, CONNECTIONS AND EXTENSIONS SHALL BE DONE IN
v q . ~ ~ I l ~ 3.25 W/~s ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. 1' 6. LOCAltONS OF EXIS11N6 UTILITIES AS SHOWN ARE APPROXIMATE.
ESTATE FILE 01 E/362 / ~ I r I I I I i 15~ \\x,~s 5 g5' J CONTRACTOR SHALL FlELD VERIFY LOCATIONS AND COORDINATE CON-
ESTATE FILE 71 E/192 ~ DB 779 PG 92 y' ~ ~ ~ FE ~ NEC110N WI1H PROPER AUTHORITIES. CALL ULOCO" 48 HOURS BEFORE ~ ~ I i ~1 \ " ` ~,2g' 5.94 J ANY EXCAVATION IS BEGUN.
DB 779 PG 644 ~ ~ /,~~h ~ g ~ ~ ~ ~ , ~ i ~ DB 779 PG 646 / ~ 1~ O• 1' \ ~ ' ~ ~ ~ INT. 6.33 7. ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS
~ ~ , ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 1 I I 0,~7?--1 - ~ (2) 6" 45' BEND g. NCDOT DRIVEWAY PERMIT IS REQUIRED.
~ ~ / x'108 ~ y ' '~6~ 1 i~ MB 21 PG 53 ` -!6~9 e9y ~ Bo5 0~ ,,5 ~~p • ' / / ~d' DRAINAGE ~N~Gl.I1 ~ r~~''~~~ ~ 6" TEE do 9. NCDOT ENCROACHMENT AGREEMENT FOR UTILITIES IS REQUIRED..
~ ~ x~• xg' x~'" x~?~ X~.^P #~~ye eel .3..~V ~ ~ - ~ ~ / k ~ ~SEMENT RIP IP I1 / ~ / ° (Z) 6" G.V. 10. NOTIFY NCDENR-WASHINGTON PRIOR TO COMMENCING CONS1f2UC110N.
~ / ~ " ~ ~ x6~' RAP, AP, ~ ~ PHONE: [phone].
L 84.56' , ' e~ 26~ ,k ~ N 83'47' ~;y'~1V xs"9\~ x66 ke:~ ~.a ~.5~ sg~ B1o ~ ~z s? ~ ~ ~ i2 v ' ~ ~ ~ ~ 4 R P x ~ L 11. ALL LOTS SERVED BY CENTRAL WATER SUPPLY AND INDIVIDUAL SEP11C / ~ ' "1~ J I SEWAGE SYSTEM.
/ o ~ ~ / . 12. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM
/ N'11E 49n W ~ M1 -g1^~ / k 14 29 5.~p/ ~f~' 6. 1 ~ ROCK SI. ~ N ~ 1988 AND ARE RELATIVE TO MEAN SEA LEVEL.
L9 'k 6~ 6, e• ' " S ~ \ e Oe 6 •OO' ~°~7$' Pip's ~`E. o ~ 0. y~ ~ +6W~C ~N V~./~ ~ ~ ~ ~ 6' y~ 'lam ~ ~~V• ~ J \ x ~ ^ ~ ~ E~C~ ~yj~T 3.00,5 I F.H. ASSEMBLY ~3. AN EROSION AND SEDIMENT CONTROL PLAN SHALL BE APPROVED
~ "5~ 1'~~ ~X NTOTBE ~ 6° k6. FENCE. ) do 6" PLUG PRIOR TO CONSTRUCTION. p~ '5 ~ / ~ I 14. ALL ELECTRIC ONES SHALL BE UNDERGROUND.
~ X52.23 0•~~ ~ CLEANED LIMITS 0~ / OUT do 4~ ,qp ~ X608 6~ 1 /b `6 ~ ` ` ~ Y ~ / / / ~ '0~~~ ~ I ~ 15. A STORMWAlER MANAGEMENT PLAN IS REQUIRED.
.~b~ 9~ *°bISTU6l8ANCE ~ / 6~ X6~ / ~ rye / x Z ~ ~ \ ~ ~ \ x ~v. S ~ xo- J I I 16. GENERAL CONTRACTOR SHALL VERIFY INVERTS ON EXISTING STORM
}9~• / / y, ~ - 50 TEMPORARY DRAINAGE PRIOR TO CONSTRUCTION.
_ ° / ~ xs~ 5~ _ 3.05 ~ . " ~ 1 1~: J y J ~ n I CONSTRUCTION 17, CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION OF WATER MAINS cuTVeur+c no cre~nn crw~rr cvciruc ooinc Tn ADDDl1\/AI nC e1l DCD111TC
JOHN SCOTT WINFIELD `L1.93~ X1`,6• e~ } 9~. e y~ \ / / ~ I > g DRAINA ~ I ~5 T D 0 ~ / \ , ~ ~ FjIRE F~1(D. o~~~o~ ~ . _I ' ~~••••r•••••`• v vn xr i~~. ~~rrn~c viai~ma r~iv~~ ~v r,i . ~~v.r,~ .
K ESTATE FILE 01E/362 ESTATE FILE 71E/192 59 X69 E.~T ~ ~ ~ 1 OI S~I,~ ~ ~ ~ srocKP E I ~ - 5~ bh 86A } 87A x~>o xb ~ 93A ~ i ~ 2° ~p° 1.24 AC. ~ 91 A 5, 9 ?~~A y 5~~ a. -AS I ~ 1.71 AC. I r` 18. POTABLE WATER SUPPLIED BY BEAUFORT COUNTY WATER DEPARTMENT.
DB 779 PG 92 NIP ~ ~ ` ~ ~ ~ ' ,6~ v / o ~ ~ x°'~ ~ ~ 2.78 AC. TOTA ~ 19. WETLANDS HAVE BEEN DELINEATED AS SHOWN ON THESE DRAWINGS. ~ 'C • •g' R:~' \ ~ ! I THE ONLY BLUELJNE STREAM, AS DETERMINED BY NCDENR-WASHINGTON,
DB 779 PG 644 TO E ~ ~ N \ ~ e• ~t ~~~v~T_ ~ IS LOCATED ON LOTS 71 AND 72.
D8 779 PG 646 MB 21 PG 53 ~ 5~-i~ ~RECno~i Rc ~ ~ k , ~ ~ ` \ 5 ~
LJ ORE 6 `
N ~ l:~ o ~ / 3.74 x~'~' J e ~ ~ LONC~RIDGE ~ \ \ ~ ~ k
za g ~ ~9 ~ ~ 1.21 AC. 1.25 AC. 1k26 AC. 3 ACx~e` 1.2 WIDE I
~ x~ ~ \ ~ I 3 N ~ O \ ~ 201 D~ X60 k66 O 0.94 AC. ~ 0 AC. 5?5 ~ \ ~ TYPICAL LOT SETBACKS:
1~.~ / A~NA~E 10' U1ILITY kb~e W~1' ~7T T~ °6~ '"6 1.4 AC. '1'.61 AC. 0.74~4C.~. 6 SILT % ~ 5 . x'. 2.12 AC. ~ FRONT: 30' I
a'? ae 0.82 AC.xg'' X66gSEME T ESMT., TYP. " ' iJx~l " j ~ j / / FENCEr~ g1 k o ky0g 5~~~ , 5. J SIDE: 10'
J 20' DRAINAGE x~~5 ~ ~x EASEMENT x~,p0. ~ "b SILT ~6~~/ PfZ~ ~ xb~ / / / ~ / .80X92.33 ~.1~' 1 .88' LD LA11,~ ' ~ ~ esy ~ NP~~ 7 ~~Q hey r - ~ ~ ,e1° ~ ~ 6 ~ 9 ~ f- - !`f ~ 17 69' ~JIP „A,. REAR: 25'
-~_w xa,~ 20 PVMT.) x~'' ~ x66 ~ ~ 5, ~ / _ ~ / 22.
99y~~ x,~ 0.81 l~ / / ~~5 1 6. X6•~ 1 L \ k y0 'I. 3~" RCP M k~Q i s.~o' 1 w 98:c7 ' ~ / etia 5~' 20.95' ~ y~ ~p~ / 0.7~ A~ / AC./ j
~ X26 pp ~ _ FE 6. a p, ` ~ N 'o. 0.79 AC. \ \ ~ ~ l 24• .69~ o~ ~ 9 x 95 / / / N ryo
N6. 6 RCP W~S 9 52.26' k~'3.69' ~ p3, r ~ / W .1.75 ~ 0~~ x•'~ i „6>~ / k~~° ~ ~ ~ SITE LEGEND:
S 6~ 2~ d 4.63 'o. p 13 kb' .10~ 16.66'/ xb` / 0.96 AC. ,9 ~ / ~M1• ~
~9 / O ~ X`o~1 / ~ IP RA N105.00 0 95.00' 95 x c 99.1 ~ / / o0 6~• ~ ~ I -70- ~ CONTOUR
9 by ~ "e 6'' 0.76 AC. xa r~°~~ x,.9 FIRE HYD. ( X~`' ~ ~5 ~Og ,~2p 0~ 214•g5 ~ ~ ~ ASSEMBLY \ ` INV. 1.55 9 x ~ x 50 6~ g / g xb~ ~ / ~ ~ ~ „ ~ ~ L ~ t~5• o~ I I x 70.00 SPOT ELEVATION
g0 ~ ~ ~~v' R /R, ' e~~~ Nb xyb \ / \ / xy. ~ }g. 84.48' 11.4 0.93 AC. \ s / j/ 85p3~ ~ ~FH FIRE HYDRANT
14 H a~a I x ROCK SILT ~ ` / p CHECK DAM I / RA~NAGE 9~ 6~ t ~1 JS.~ 45.66' ~Q,~ ~ ~ ;9~1 ~ / 2O\ ~K6 639 441' " r ~ ~ 9 . / ' ; I H WATER VALVE
INV. / X~~~ ~ ~ _t1r6a-A~G': o. ~ 9~' i 5 ! a, ASEMENT , ,b / x6. xb. xb~~ I DRAINAGE FlRE Hl'D~ 6" PV~~ 19.80' ~ y - % o ~ -0- PP POWER POLE
3.Z3~ ( J~O~ ub ~Q 15 (xJ ' ~ . . ~nO' x661 x<,9~~6 9~ 5~ 0.59 AC. ~ ~ ~ 8 2 ~y5 ESMT \ ASSEMBLY ~ WATER MAIN ~ _ f, ^ g ~,9Q.9~ ~C.`~ s i / b X~ , yS~ _ / ~~~T ° I -i FLARED END SECTION o' • / w~ I STORM DRAIN
V / I ~ ~ ~ I I ~ x ~ ~ 6 h~O ` I F- WATER MAIN
l~ti e9 !~56 ~ ~ EX. DITCH 16 / xe~~ ~ 1.34 AC. ~•O6 AC. i 0.98 AC. xea~ . 8 6 ~ ~ ~ o> _ r 087 ` 88 i °9 ~ `~'r~ E ELECTRIC
8 5~ 5~ TO BE 6~, so. ~ y Q~~ g'I 19 ~ . " 2.27 AC, xb 1.46 AC. xy. `til ~ X SILT FENCE
S 6 9~ 6 CLEANED ~o ~ ~ 0.60 AC~~ \ 7'O/ "by, - 1 11~ 9q~ / i Fl~ 1, / ~ ~ ~ i gOq k 600 x`' ~ tee. ~p0 DISTURBANCE x66 7 g i ~ 1 1\I ~ \ y~xE'~, / / 1.67 AC. 600 .?9 ~ X2.19 A .~9~~ ~~9. ~ 9,\ \ X x,, / / / k~ 8 AC. 1.12 AC. ~.1 ~ AC. 1.08 AC.` 1.04 AC. -P 0 kg,~ ~ ~ k ti - _ - x \ g L30 I AREA OF CONCERN
M1 x', 5a• / a ~ ~ ~ - - 50' RIPARIAN BUFFER
s~~ ~ 0.62 AC. ~ ~ ,yg°~ ~~25 I I WETLANDS UNE AREA OF DISTURBANCE
,6a k ~ ~ .r ~ ~~J P 'ego ° o0 7~ ~ ~s~,C. ' 0 / # Q\ RHECKSD~AM A': ` \ \ Xe ~ N x~ EX. DITCH 1 ~ ~x / 6, v~ I~ G ~ FORCE MAIN
o~ G ~ \ `l 0.64 AC. ~ 1 k N~6O ~ 1 ~ ~ / p~ V I 7" e J Bo ] " ~G 6~. \ 46~ l 1. ' ~ ~4 ~ xg w ~ SILTM ~ ~ILLED k ~ •~I xa''/ / 0~ L.1 I
~ g a~ x560 ~6 , 0 1 _ - tl / i i??[ ~ ~ 6 3~ ~a i 9 ~ ~ ~ /
~ xsy9 ~ ' x5, =,.A~ g~- ~,9~ ~ _ - FfRE HYD. ~ ~ / ~ 50' R ME . P6PID x~~0 \ x5O6 xy TYP' ' ~ ~ ~ BUFF ti - 50' RIPARIAN
W 0 0.66 AC. ~g• ASSEMBLY ~hti. `9tS. ~'Z ~ / ~ ~ ~ & 6" G.V. hp \ ~O' 7 0'' BUFFER, TYP.
1.44 AG ~ ~ / ~ ~j~ ~ ~9 I ~ ' 1 *y~a. ' \ j l x~' BUT ~C / ~ 9 X~ / / / ~9 ~O / "J
\ k t ~ / i
1 \ ~ gyp ~ / hQO / i xS,r-' ~ ~ 'r / ~ _ ~ - ~ ~ N#~"~~,~ JIG I~ l ~ ' ~ / / 0e ~ x'~ ~ ~ ~ x~h9 ~ ~ FlLLED ~ - / k, 1/ w
~ 1.20 C. 9~ ~ _ 1.89--A~~y' k ~ VIDA J. EVERETT
~ ` ! ~ ~ ~ ~ 1, 1 f r "r ! ~ \ x1'~ ~ / ~ ~ 1~ ` ~ FENCE, ~ ` J f/~ - i L' x Ary ~ . \ TYP. ESTATE FILE 92E/147 0
',L1 \
199 AC. I I x \ •x~°~~r JIG CD \ ~ / ~~j, ~o''~ ~ \ ~ p L ~ v~" ~ ~ 1~~'K F
~ ~ O ~ .,,sue _ _ _ ;`k" - 1 xv , 6
~ G/p ~ \ I TURNER pKP~`1~F'~~ ,~-~5~ ~ C' o~ x \ 'M1 1` o~~ \ \ 7 2 l x,:~ ~ ~ o ~ 14. 4.
A UN~' ~P \y / ~ 9/ INV. o ti,~, 29 ~ I 1I k~ ~ 1, ~8. 4$ DO wu~ i..
/ JILT (RAVEL) 6 ~O~ FENCE. LPG ~ ~ ~ \ ~ ~ J 1 ..B» ,ate /~I~:~
p~ ~ ~ 17.29' ~ D~ 130.1 S' ~ ~ ~
o. ~ ~O 77.11' \22.58 29.07' ~Ol. )0, h~~ L40 ~
x ~ 1 2.2$ AC. o . oq, \ ~ 42 38, Fj. '.11' lp~ ~o, WETLANDS 45.00' UNE, 7YP.
~ ~ 7 ~ ~ ° \
24.28, E
E oo k.~o ~.~5 Ac. ~ \ I ~ \ ~
FlRE Y,D. I C g I i / ~I t - ASSE~~84Y ~ ~ s ~
~ ~ 1 0° ~ 1.86 AC. 6, ~ ~ ~ ~~G ~ ~ $h• ~
x/ N ~ A \ O ~~j
~ ~ N / 2.03 AC. ~ , ~ / 41.44' ~ ~ ~ L50 \ A 6/19/06 ISSUE FOR REVIEW BPB
x~~C~'1 ~ r 1 of A/` x0.'1' / I / _ ~ yv k ''~J ~1Q ~ / / / / / / / W ? / \ REV. ~e~r RFVICIAhIC RY
.k. / ~ 3T ~ ~ ~ . 'o NV.
i x 1 56 / I • X62, 1,1.51
i ~ s x ~ /kp' ~ JIG N P U N G 0 C R E E K
Q1 ~ ~ x ~ r W ~ , THE
~ . rn ~ ,r r V x SEE SHEET C1 FOR EAST
A h- / tf CONSTRUCTION SEQUENCE,
~ T ~ x t~'. / r o. ~ , x FENCE . ~l 58 59 ,0 p0 MAINTENANCE PLAN, GROUP P.A.
~ .fig Z . ~G / p0 ~a \ ~5 VEGETATIVE PLAN AND ~
b ~ k~' 6 ~ e ~ ~ ~ 1. ~ x SEEDING SCHEDULE.
p~1 • / / x t0 / ¦E~igineering •Architecture•Sz~rueying ¦Tech~nology
f- / c0, Suite 205, 145 N. Church St, Spartanburg, SC 29303 864-591-3334, 864-591-3343 Fax) Box 7305. 324 S. Evans St. Greenvil NC 27834 252-758-3746. 252-830-3954 Fox
/ti / ;~3 x~' xp' ~ x 3. ~ ~ti p~1 ` / ~ / ~ ~ p0 PROJECT TITLE
r o~~ J ~ '1 ay ~ e~ ~ ~5 y1 k0 ka- ~ ` x x W ,,h' NOTE: DIMENSIONS ARE 60' PRIVATE R/W C
~ r ~ a ~ h ^'ti TO BAgC OF CURB R3 ^ry~.. 116.77' 40.00' ~ ~ ~ ~ R30'. 3
p 0? 1 / / k / ~ ~ ~ TYP. WINFIELD ESTATES
~ z ~ / x • p k~ p`L / ~ 1z _ x ko• xp• p1 9 R34p' ~ ~
k / 10 4 x'~ 8' 6' 6' 20' PAVEMENT 6' 2.50' 6' 8'
` ~ ,r,~ k ti~ R6' ^ro
~ . A~• Bath Townshi Beaufort Count NC
x - . . 3• DRAWING T1lLE
~ k ~ n 7 ~ x .-r p 4~ 2 MIN. 2" I-2 ASPHALT
k ~ ;j ~e / / /xp x''• ~ , / /
6 i' ~ 1 ,i 0• x ~ ~ k3/ 9 " PER FT• 1 4" PER FT. y 3 1 ~ PER FT
~ ~ ~ L60 / ` ~ R320' ~ ~ ,t~,qy, ~ 1 ~ ( - 4 . . 1 M~~ B Erosion and Sedimentation
~ 3 \ b x~ k~. ,y, ~ b~ / 'lp ~ 3- / V ~ ~ ~ ~J• / , ~ii
0 0 / 1 ~ 30 AREA OF C(~ICER~ - _ S 1 CONCERN, TYP. 50.0' so.o' ' ~ Control Plan COURSE
3 - p 3 5 MIN. 8" AGGREGATE BASE COU ETAIL COMPACTED SUBGRADE (PER N.C.D.O.T. STANDARDS) DS~ SCALE DEPARTMENT
g 3 C 1 0 8 9 l ~ 1 6 1• ~ , ENTRANCE DETAI N.T.S. AS NOTED CIVIL
•S 6 0 9 5• 5 1 DRAWN 8Y DATE STARTED SHEET No.
NEW BOAT RAMP 1 Owner,~Developer: SLJ 3/27/06 1 OF 10
0 s~ 0 •0 0 0 5• 1 Clear Water Marketing CHECKED DRANAN~ N0.
1 TYPICAL ROAD SECTION - 20' PAVEME 'EM EN T c/o Ross Beebe q
309 Middle St. Suite 3 APPROVED
100 50 0 100' I~~ C~ N.T.S. New Bern, NC 28560
r~ 1 "=100'-0" Phone: [phone] PROJECT N0.
Fax: [phone] 20050327
1HI5 DRAWING IS THE PROPERTY OF 1}~ ST GRWP. P.A. ANY USE, REUSE. REPRODUC710N. DISPLA OR SALE OF 71M5 DRAWING 1M1HWT WRITTEN 7 6 5 4 3 iT WRITTEN CONSENT OF E EAST GROUP. P.A. IS S1RICILY PRONB7ED. (~PYRI T}IE EAST GROUP. P.A. 2006
11 10 9 8 2 1
x

x
15 14 13 12 11 10 9 8 7 I 6 I 5 ~ 4 I 3 2 1

• Q~
P VEGETATIVE PLAN: P = ~2 _
VEGATATIVE COVER SHALL BE IN ACCORDANCE WITH THE F Q.%'~"'~
SEEDING SCHEDULE AND THE FOLLOWING SECIFICATION SECTIONS: "F"
SECTION 02230 SITE CLEARING
SEC110N 02300 EARTHWORK 2~0 99 ~ 5i i c~~ ``~b
SECTION 02920 LAWNS AND GRASSES x 'o 3 3
~O o N ~O o
- O - o N SITE DATA: O M
~y a~'! ~--i~ ~T ~ ~ / x,11 ~e p o ~ TOTAL ACREAGE .......................................141.90 AC.
S' ~n ~ OPEN SPACE ................................................2.29 AC.
p SEEDING SCHEDULE: ACREAGE R/W ..............................................9.03 AC.
DATE JAN 1 -MARCH 31 COMMON BERMUDA GRASS 20 LBS/ACRE 1 ~ / x ~ 1 x3~ ~ NV. / xy'' ~ / ~ 2.50 o k / / / J~ 7 `yam' o aa`~ Op' NUMBER OF LOTS ..................................................97
(UNHULLED) LINEAR FEET OF STREETS ...........................5,987 LF
APRILI -JULY 31 COMMON BERMUDA GRASS 15 LBS/ACRE AVERAGE LOT SIZE .....................................1.26 AC.
(HULLED) i A. x5. TOTAL IMPERVIOUS
AUG 1 -DEC 31 TALL FESCUE 60 LBS/ACRE ' ' / X x+`° ~ 1.11 AC. ~ ~ X' S ~qo (ROAD & PARKING) ...................4.16 AC. (2.820
COMMON BERMUDA GRASS 20 LBS/ACRE y 20' NpG~ AREA OF DISTURBANCE ..............................29.51 AC.
(HULLED) woRTMY YEAR ROUND AGRICULTURAL LIMEESTONE 2 TONS/ACRE ~B ~ ~ 0.91 AC. *1 ks'1 WORTHY ENTERPRISES, LLC JIG . ~ / x~ M1 X jNV. GENERAL NOTES:
DB 1206 PG 747 60 ~ X x~ / / 4 85 ~ k~r ~ 40.00' ~ ~ 0.83 AC/ ~ 3 9 2r 8.~. 6`~'~'
N YEAR ROUND FERTILIZER 10-10-10 ANALYSIS - 1000 LBS/ACRE N 1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS PRIOR TO PLACING FlLL. ANY QUESTIONABLE OR UNSUITABLE SOIL
YEAR ROUND MULCH 2 TONS (APPROX. 80 BALES) / / / ~ o A~MB~ A• J CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
SMALL GRAIN STRAW/ACRE ~ ~ 1.28 AC. / w ' x ~ a I 2. ALL FlLL SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD
YEAR ROUND ANCHOR TACK WITH LIQUID ASPHALT ~ 400 GAL/ACRE / , ~ , ~ ~ ~ /408.84 Q ~o / o ~ 3 5 x~, ~ l j~ x"' PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
OR EMULSIFIED ASPHALT ~ 400 GAL/ACRE ~ ,S ky. 3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS IN ACCORDANCE WITH THE SPECIFlCATONS WITHIN 21 CALENDER DAYS
~ a~ OF COMPLE710N OF GRADING WORK. UPON COMPLETION OF THE PROJECT,
THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS L9 OUTLINED IN THE SPECIFlCATIONS. ALL DRAINAGE PIPES SHALL BE
k ~ CLEANED 8Y THE GENERAL CONTRACTOR TO REMOVE ANY SEDIMENTS THAT HAVE ACCUMULATED.
~/~~y / / ~ ~ / 576~~ 0.92 AC. T~• 89 V~'C~~p\ ~ 3~ ~ ~ 4. ALL PLANTING AREAS SHALL BE BACKFlLLED WITH TOPSOIL AND RAKED
X90 ~ x x ,xe~ 6~~ xb',~ ~ E~.~ 1 " ' ~ \ _ DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR
M l ~9 ~%~ti x"~ / / x ~ x,~ kay, 'car o 0.61 AC~a, ~ M SEEDING AND PLANTING.
`~o `~o 5. ALL UTILITY TAPS, CONNECTIONS ANO EXTENSIONS SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES.
<c 1 / 1.19 AC. xb' Xy. w~ 6. LOCATIONS OF EXISTING U71UT1ES AS SHOWN ARE APPROXIMATE.
: ~ Z~ PVC ;i~ x~yM1 20' DRAIN~?GE CONTRACTOR SHALL FlELD VERIFY LOCATIONS AND COORDINATE CON- NECTION WITH PROPER AUTHORITIES. CALL "ULOCO" 48 HOURS BEFORE
~ ~-6?'" WATER MAIN ~ x ~ ~ r " ~ "6 k° xd?" 6ti 4 2 U, ~p 0.64 AC. , C. , ~ EASEMEN°r~ ANY EXCAVATION IS BEGUN.
~ x°' ss~ ~9_ O 3~~ ,g1 • ~ x ~ \ ~ \ ~.ZV Ml,. X6~ kb5~ 0 6~ o 7. ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS ARE 1HE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
tb k 5N ~ ~ 8. NCDOT DRIVEWAY PERMIT IS REQUIRED.
<o°. 1~ ~ 688.97 xb 6'j1 x' 6' PLUG 3 2 5 ` I k0~ 9. NCDOT ENCROACHMENT AGREEMENT FOR UTILITIES IS REWIRED..
x ~ ks~ ~ ' - ~ 5d' k°'~ , 66~ 5' TYP. ~ ~ ~ TAPPED 2" 2 "~6 *e~~ xe•6'' JOHN SCOTT WINFIELD ESTATE FILE 01E/362 N ~ 10. NO11FY NCDENR-WASHINGTON PRIOR TO COMMENCING CONSTRUCTION.
v °p i•~ ~ ~ RIPARIAN k ~ Xars ~ / o o_ 0.66 A 3~0 ~ rn ~ ~ BUFFER ~E HYD. ! PHONE: [phone].
A L ~ a ~ ~ - . 1.32 AC. ASSEMBLE' x° k ' o ~e~ A 33~ ~3 INV. ' ESTATE FILE 71 E/192 ^ . N 3.25 DB 779 PG 92 L 11. ALL LOTS SERVED BY CENTRAL WATER SUPPLY AND INDIVIDUAL SEPTIC SEWAGE SYSTEM.
\ ~ X Al \ 722.15' ~ DB 779 PG 644 3 ~ xe"' x,.e DB 779 PG 646 12. ELEVAl10NS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM
' 31 x,.~ MB 21 PG 53 1988 AND ARE RELAl1VE TO MEAN SEA LEVEL.
G.~ ~ \ ~ ~ ~ x xb~' ~ ~ N ~t ~ 0.69 AC. 13. AN EROSION AND SEDIMENT CONTROL PLAN SHALL 8E APPROVED PRIOR TO CONSTRUCTION.
1 ~ h~ 1~G ` ~ 1.42 AC. ~ e1 ~ xb~, 3 ~9 AG 342.4 ~ ~ ~ ~s~4 14. ALL ELECTRIC LINES SHALL BE UNDERGROUND.
~ ~ ~ 1 SC97.97' , ~ ~ NIP x~" INV. ~S 15. A STORMWATER MANAGEMENT PLAN IS REQUIRED.
30' AREA OF CONCERN, TYP. ~ ~ ~ ~ ~c f 3 3 O 3.00 9`S e:i7~ ~N 16. GENERAL CONTRACTOR SHALL VERIFY INVERTS ON EXISTING STORM
. ~ 6' PVC d~ ~ kb~ xb~ 45 WA?Eft MAIN ~ ~ ~ 7~ DRAINAGE PRIOR TO CONSTRUCTION. 6~2 17. CONTRACTOR SHALL NOT COMMENCE CONSIF2UC110N OF WATER MAINS
~o~ 0.71 AC. 35a 5~ . ~ ~ ~ / ~ _ i / ~ / ~ ~ OR SEPTIC SEWAGE SYSTEMS PRIOR TO APPROVAL OF ALL PERMITS.
e~.
K ~ / ~G ~ \ 1.74 AC. ~ 6~ ~ 6 / \ ~ 890.08 ~ ~ ~ 9 ~ ~ ~ ~ ~ \ ~ 20'~ AINA ~ Xs~' X~~1 1as ~ '~e 1SS`SS~ ~ ~ \ o'~ASEMENT ~AINAGE x K 18. POTABLE WATER SUPPLIED BY BEAUFORT COUNTY WATER DEPARTMENT. i MENT °~os 19. WETLANDS HAVE BEEN DELINEATED AS SHOWN ON THESE DRANANGS.
? THE ONLY BLUELINE STREAM, AS DETERMINED BY NCDENR-WASHINGTON,
~ JIG\~ ,6 1 END DITCH FlLL X46 F~ o p ~ !y 1~ 0 ~y~ f IS LOCATED ON LOTS 71 AND 72. 0•
~o'~ . 1 ~ ~ ~ O RIPARIAN 6.10 i° "cr ~ r 0.80 AC. X23 82 EX. DITCH TO BE 8~ DISTLIRBA V~CE ~ 9 CLEANED OUT do 0~. ~ ~ INV. FlLLED p ~ ~ 3.23 N~ ~0~8 x6 ~e 6~
~ ~,~o TYPICAL LOT SETBACKS:
986.79 x k ' 1 k ~ FRONT: 30'
o~ ~YV *~1~ ~ k z x ` ~ X~ y SILT 47 x ' ~ z , x5`C'' o . 2 8 5 s~o ' ~9• x5~3g01~ 9~ 50 6• 16 x SIDE: 10'
FENCE, ~ 5 'a'te, k ~ MMSII UIIE ~ ~ I • r ~ ~ ~e I I ~P• ~ k . ~ x . ,s 6 3 y~q ~y6" W EX. DITCH . ~ _L~?~~ A" ~e,+.~~° x ~ SAO. ~3~2, x 5 685 9~ 5p 56` ~ 6 TO BE J BE CH o~ ~ REAR: 25'
,1~ 2.,o a,c. ~ G %r p0 CLEANED ~ ~ ~ ~ ~ x ~ x . x5~` Sp0 ) ~ 0~ , OUT do Fl ~ INT. ~ ~ ~ kb,~ LEANED 6' 0.60 AC.
J uT a~ Fl~ `o~, 1 ~ ~j x~~' ~ ~ \ J
io42.as' ~ a~ x 0.62 AC. F
WETLANDS o~~ / xg~~ xy.z a.
•s ~ ~ \ UNE, TYP. / ~ l l 4 H x~ o c~, x,. ~ L~ 0 x~~ ~ 5.64k~y92 AC. ~ ~ INV. PCB ~ . `s ~
\ / / ~ 2.14 AC. ,~1~ o kgs g`L / p~N ~ - X 6 '~6~ GJ' 2 6 k ^a`~' f~`~' ~ V, y`q ~ - kg CMG ~ 0.64 AC. 6
NORMAL WATER S~ UNE. TYP. 33• / / -599.14' Q_A 0 QV~'' / x G xy f 10' UT1U gp•
~1 ~ '~~p x ~0 0.66 AC. Ac. E~TI~Yp, SITE LEGEND:
224, \ ~ ~ 4 - ~ ~ ,ti ~ 'OPE'N- ~ 0.98 AC. ~p~6' k > x• ~ ~ x~z, \ x'~1 ~s`. ~ M~ /p0 ~ .l -70- ~ CONTOUR
~ ~ ~ / / xy ~ \~J P~~ /r Q ~N I ~ 26 k~~ 56 ~ - SPACE ~~?NOS ~ o.~o ac. 90• x 70.OG SPOT ELEVATION
~~9, `I~ xo~ ' ? ~ / / ~ x~' / 1.79 AC. QR ~ " RC' 62 as FIRE HYDRANT
H / 739.96' -o~ (`rp~ 1$ x5' 560 \ 5~ I 2 5 # `hp9 ~ ~ ,ti ~ SILT ~y 15' R 1~ n ~ 9p~~ g ~5h~~~ H WATER VALVE
' iii / ~ ~ 2" 8.0. S O ~j+ ~ .OL Ali. i 4.~ 4~~ k 9 ~ ~\6,~9 ' ry ~6 v~ OO \ ~ . LO li. k~~ ~v~~ JO 1• F~ ~ PP POWER POLE
,9 / \ / , ~ ~ \ ASSEMBLY / ~9°c ~ ar~s'1 5'l~J~y -M~- s~~ ~ ~!~r - 50 ~ 22 0,5~ ~ X566 k 26 ^ N} k~~6 X~` ~ `i' ) bx X1 ~ x~ 1~ o \ ~1 l_ 1 ~ O ,o ~ ~GP ~~0 ~p ~ ~ FLARED END SECTION
O ~ G`~`~ STORM DRAIN ~ F- WATER MAIN
t9 / ~~x ~'~~545 x61 ~1 ~.GV /~1C. \ / I ~ ~ 0.97 ~,C~ ~ } ry E .~pITCH k3 - o~ E ELECTRIC
~ x ~ 487.4~5~ FIRE HYD. ~ ~ xd ~ y6 6~ ASSEMBLY x . X SILT FENCE
/ 9 1 ,~5 r ~6;~ 'Q/~o \ •~1° ~ x~g, CLEA E[~ OUTO TRAILER sL4 p~~P~ ~ p0 Rc ~ 5 A~ '~qA i.2s ac. ac Flu~q ~ TURN- ` O~S~~ ~ ~ 9°0 goo ~0~, ~~I ~ioy~,~ o'er - - AREA OF CONCERN
50' RIPARIAN ,IPARIAN xg~ s8 ~ ~N ~ ~ 0,~. AR~.JND ~ $ OF " 65 ~ V of ~ y ~ 1 50~ RIPARIAN BUFFER
BUFFER. 1'YP. _R~ Np, ~ / f~/ ~ ,47 ~ 6" PLUG DISTURBANC / ~ 401. '3~ a ~~7 AC. a~ ~ TAPPED 2" JRBANCE ~ ~b xy~ By X~~ ~ x,a~ 2 2 \ k (GRAVEL ~ ,~o j ~ ~y0 ~ p,p ~ WETLANDS LINE
~ ~F \7 ~ ~ \ . a ~ ~ AREA OF DISTURBANCE
G Q1 ~~k~ ENV. ~ ~ "6~ X09 ky,, 5 / 4es 3~9'~ TOP,SOIL~.o~ a,c. ~~19~ ~ o°'M G ~ FORCE MAIN
x ~ 4.32 0. k 5~~ kg? .o ~ 0~ 1.9 . AC. x 82 ~8 ~,S }'°9 ~'fOCI~ 3PILE k ~ oo , ~ x•5 ~
P U N G 0 C R E E K ~Ij ~s ~ ~ k~~ xb~ x~" ~~~0 '~6$ ~ EX. DITC~ T~ x5ti~ a ~,6 ~8' W RCp ~Z~------~~ ~ g0 gi i O 9 x~ 7 0 ' ~ ~
I ~ xM R ~ 0.99 AC. 1.56 AC. BE CLEANED 5 8 y. OUT do Fl x ~ ~ , J 5 5 X 5. ~ . " ~ #IItE HY[~,,. ~ 'O \ 293.89' ~ 5~ . ~ ~ k z x~~9 ASSEMBLY ~ 5>5 ,~a ~ 6 g 1.75 AC. ~ \ ~
r~ 6 G'1 4 ~ 1 ~z ENV ~ ~ ~ FlRE H 69 ~ ~
M -~~-kA.~ k`e1 O X~9 419 O~G/~ ~ ~ ~.vV i
x6~ 5 3 \ ~ x xd~ 1.39 AC. Doti -~1"' \ x~° .y ~
CONSTRUCTION SEQUENCE: x ~ ~ ~ 1.49 AC.rJ L~. ~ o"'~ ~ 5 9 ~ ' M6~ k ~y. ~ ~f OZ c14 d' ~ ~ k~.
1. INSTALL SEDIMENT FENCE, SEED, AND MULCH ALL DISTURBED ~ 59 ,g~~ - SO.pp' 50.00' 60.00' 65'~O' MA9 DRAIN x ESM 2.03 AC. ~ / kR~ 3
F LAND IN THE N.O.V. AREA. ,yp 1.22 AC. ; ~h 1.32 AC. Z AC. ~ xM~° 6, 6" PVC ~ 'C? ~ , ,
2. OBTAIN AND POST A COPY OF CERTIFICATE OF SOIL EROSION 6 O EX.~DITCH TO BE / xy WA1ER " ' (O ~ 1.9~ AC. x°' CLEANE~`OU~-dc / MAIN kAO~ x'p1 ~ WETLAND LINf~G ~ / / F TYP. / / ~i
AND SEDIMENT CONTROL PLAN APPROVAL. NOTIFY NCDENR / R , FlLLED ~ 1 56 ~ x`~i /
DIVISION OF LAND RESOURCES, WASHINGTON REGIONAL OFFICE i ~ ~ _`y \ x ~ \ y ~.~r AC Q F q~N 1x
AT 252-946-6481 PRIOR TO COMMENCING CONSTRUCTION. / \ \ ! ~A % j ~ ~ N ~ \ JO• X~~ ti ~ \ ~ ~o k xy~T q~F ~ ~ x D ~ BOARDW 1 wgM1 / ~ ~ / /
3. CONSTRUCT TEMPORARY CONSTRUC110N ENTRANCE/EXIT, ry~ x1 '°6~ S. ~ 6 ~ 6 3 6 4 ~ N cRe~ o• OUT PARCEL x k ~ xy 1 { ~ w m ~ ~~u/?~ cV 1.5~ AC. ~ 70 e / , ~ /
INCLUDING GRAVEL ENTRANCE. h• 1.96 A~. 1.74 AC. 1.11 A L0~' OWNER moo, ~ ~ I ~ ,.5 x 1.12 AC. o ~ 5. -p (1'YP.~~
4. CLEAR LAND ONLY AS NECCESSARY TO INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES. AS 74339, ~ ~ ~y~ 1 #`1~ - ~ X~~e \ Xb,~ti boo t- x xa`O -JOHN SCOTT NANFIELD - ,r~,Q ,p ~ kRe D " ~
CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION I ~ a xg~ ~ SILT ~ i / /x~ ~
AND SEDIMENT CONTROL DEVICES AS NEEDED OR AS 97.43' - ~ ~ ~ ~ ` \ - NO' ~ ~ 410 \ \ / ~ • ' x1, xg,b I kg~ e~ ~ X vi i ~
E DIRECTED BY THE ENGINEER. ~ 5. STRIP TOPSOIL & STOCKPILE ON LOTS 22 & 23, 91A-93A, AND THE ~ k ~ E
/ M o, J ~ e ~ - o. ~ x '~G
OPEN SPACE FOR LATER USE. `I, ^^v~~u, ~'.CK r ~7Y~ YAR91 I ~9 `U/'M~ / X, ~ ix' z a` - ~ 3 x?s ~ o ESMT. ~ WETLANDS / k xSY y+ i'M R / N Q~~~O 13 / O~ / ~ \S ,I' ?NDS
6. INSTALL SEDIMENT FENCE AND BEGIN GRADING THE ROADWAYS & LOTS. ~ 7. INSTALL DRAINAGE PIPE WITH INLET & OUTLET STABILIZATION. ~Y r ~ oj1 / / y~
U1 ~ k ~y~
8. GRADE DRAINAGE SWALES & DITCHES. INSTALL LEVEL SPREADERS, ~ ~ y ~ ~ ~ ~`1.~3 ,~dR%y` y~° y~ ~ ~ x"~y~~ x~?~ ~ by 3~~ ~ i x*~ - ~z ?h "°~'0 U' o1~j ~ ticA~ x ~0 ti ~ s DRAI~h~t'~GE ~ - / ~~''~'y 1 ~ r ~ , ~ ,1 ~ A 6/19/06 ISSUE FOR REVIEW BPB
ROCK/SILT CHECK DAMS, AND TEMPORARY SEEDING. 102.90' 83.63' ~ x 21.62' J ~ - ~ ~,~9 1 INV_ y ti.~ v Qs'~ ~/i yl ~ y k o~ z~ ~ i /
9. INSTALL TEMPORARY SEEDING AS NEEDED THROUGHOUT THE ~ INV. ~ ~ ~`xv v xy o ~ ~ ~ ti ~ e, ~>y VY~~LAN~ ~ • ko"' xap1 / \ ? y°r' RNA' DATE REVISIONS BY
CONSTRUCTION PROJECT. ~8~. '9~9~ 121.0 85.94' ' S, x~~' a u.bu V bV ` k'" o~ Q~ ti?A i ks'
10. INSTALL WATER MAINS AND SEPTIC FORCE MAINS FOR LOTS WITH ~ ^ 1. 'L ~ ~ ~ 0•
p OFF-SITE SEPTIC SYSTEMS. 25.24, r'~ j \ k~, ,~y ,yA ~ r k~. • . • . X~ ~ THE
11. BEGIN CONSTRUCTION OF ROADWAYS, INCLUDING THE PLACEMENT ~r ~ ~ x ~ 11 50 -r o s / ~ k~~
OF AGGREGATE BASE COURSE. 12. COMPLETE COMSTRUCTION OF ROADWAYS, INCLUDING PLACEMENT OF \ kti~ ~ x 44x0 y W x RIP IAN x 1 k "i~•" ~ • 'e 3~ ~ k „ x •
ASPHALT I ~ I x o FFER p~ +~9 1 ~ k xR• 6 xR. ` / \ ~ ~ - i~ ix~ ° r EAST
13. INSTALL LANDSCAPING AND MULCH AND SEED ALL ~O•N y91 kv~ ti~ »E» ~ / 1 \ ~6 x 3 0 ~ x ~ x~ 1~ ~ o~ k~6 r \ 1 Ob/ / ~ / x3% ~
DISTURBED AREAS. ANY SLOPES LEFT EXPOSED WILL, ~ x ~ ~ • k 59 6 x3• 'r 0 61 GROUP P.A. x~e~ f~~
WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE a k~:i R~ i ti~ \ x~. 3• ~ ti \ ~ ~ ~r
OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH x~ Q~ Xy01g~ 6 1. 62 5~ F 5 0 x1^ 1~ ~ ~ z. PAT ~ / 1. e v v9 , / - - e ~ e o_.., k~ ~ ~ p1 r ~ ¦E~ngi~.eeri~.g¦Architecture¦Surueyi~.g¦Tech,~nology ~ ~ Suite 205, 145 N. Church St, Spartaiburg, SC 29303 864-591-3334, 864-591-3343 Faz)
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. • 3 5 g ti 4, . z• ~ ~ 5 tix oti x • r 9 Box 7305 324 S. Evens St Greenvale, NC 27834 252-758-3716 252-830-3954 Fox
~ 14. UPON SITE STABILIZATION AND INSTALLATION OF ALL ~ / ~M~ O' ~ G ti 3 ~ C 1 ~ ~ 8 1a 1 ~ 6 i ~ .S PROJECT T1TI.E
PERMANENT EROSION CONTROL DEVICES, REMOVE ALL 0 x5 / ti l 6 0 6 9 0 9 9 . ~ r ~ N W AT RAMP E 80 ox ~
TEMPORARY EROSION CONTROL MEASURES. ~~j X ~ ~ ~ C 3 k 4 1 1' 0 0 S G ti 1 ~~5 0
\ as 'O~ 0 ~ k o ~ 19e a ~ti x ''7 ~ WETLANDS ~5~~ WINFIELD ESTATES
rn ~ ~
MAINTENANCE PLAN: ~ . ~ N Xz5 ! . 4
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE / ~ O ~ d~ l' O Bath Townshi Beaufort Count , NC
CHECKED FOR STABILITY AND SEPERATION FOLLOWING EVERY \ ` ~ ~ ~ 90 .00 .i e ~ . w~n~nNC n~
RUN-OFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN ~ 5 / ~ ~ D 77.91 h
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. . s 1, ~ N 70 1 L 8 . 0 0
e~9~ GPS C0 9 1 6 S ,
B 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FT DEEP AT THE FENCE. THE 1 3 B Erosion and Sedimentation
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO - 8 SPIKE NTROL POINT GPS CO 30 AREA 9
MAINTAIN A BARRIER. N = 6 E=2, ELEV. 100 50 0 100' = FT. GRID 3 645116.305 RN TYP. OF CONCE N , S FT. GRID 919.462 E 2 681 CREEK Control Plan
3. EROSION CONTROL MATTING SHALL BE MAINTAINED UNTIL ALL = NAVD 1988 EV. 4.83 EL
WORK IS COMPLETE. AREAS SHALL BE RESEEDED AND SCALE DEPARTMENT
AND MATTING SHALL BE REPLACED AS NEEDED. AS NOTED CIVIL
4. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT WILL BE DRANM BY DATE STARTID SHEET No.
INSPECTED PERIODICALLY. WHEN MUD BEGINS TO BUILD-UP, SLJ 3/27/06 2 OF 10
THE ENTRANCE WILL BE BLADED OFF REMOVING THE MUD. CHECKED DRAVNNG N0.
A 5. ALL SEEDED AREAS WILL BE FERTILIZED, RE-SEEDED AS A APPROVED
NECESSARY AND MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. PROJECT N0.
1 "=100'-0"
20050327
THis oRAVNNC ~ THE PROPERTY OF THE ST GROUP, P.A. ANY USE, , REPRODUC11ON, DiSPLA OR SALE OF THIS DRAWNdG IMTHOUT WRITTEN C~ f 1NgTTEN CONSENT OF EAST CRWP. P.A. IS S1RICILY PRON617ED. COPYRI . 7HE EAST GROUP. P.A. 2006
' 15 14 13 12 11 10 9 8 2 ~
x

x
7 6 5 4 3 2 ~
11 10 9 8 ~~~~111 111
15 14 13 12
~~`~~oQ:~FE A~~~~,~'~. ~~'•o
P = g Z _
. /\V,`
•~~~yF `'VGINE ~~~~\\b
P
Si ~ C~~~~~
B~~Qw ~1X. WIDTH VARIES
NOTE:
STEEL Y POSrt CONTRACTOR SHALL INSTALL EROSION CONTROL MATTING ' 0
ON ALL DITCH SLOPES 3:1 OR
0 MIN. 10 GA. WIRE GREATER AND ALL DRY POND FlNiSH GRADE ~ 3. SLOPES. OQ~ FlI~gEp $UgGRADE c~-~
j~~
i - - s~a~ ~oES ~s ~cESS~Y ~
c~+srnucna+
0 2' eoTroM
cV
FlNAL BAgffq.L uHO~ur~u sa. N
r f~~~ Y IGI~ OOIPACT T~ 957i DITCH SECTION s~~~
N Q J~~1G S~, ~l
N STEEL "T" POST
WIRE MESH FENCE WIDTH VARIES INITIAL BAq(Flll.
CRIMP RING CONNECTOR CL ()OMPACT TO 9S7i
SYNTHETIC WOVEN STANDARD PROCTOR
FlLTER FABRIC - I FlNISH GRADE
° X57 WASHED FlLL SLOPE I I-III-III- - S' ~ S/ s~OPE
N STONE . 1 III-III-I I ~=I °E stop f ~ 5.,~ s~~E 'III-III- ~/%~/i\ i\ I I-I ( NOTE: M
6' MIN. ~ d ~ ~ GROUND LINE SLOPES 4:1 OR LESS SHALL
M #57 WASHED BE SEEDED ACCORDING THE ~Q• ~ a4. of
STONE ~ , SPECIFICATION AS DETERMINED ~r BY 11ME OF YEAR.. ~r ~war~w s~ ~ a.~ut~
TO ANCHQR BOTTOM SWALE SEC110N
DIG IN 6 DOWN dt SIDE VIEW s" our
2 SILT FENCE DETAIL 3 TYPICAL DITCH/SWALE SECTIONS 4 STORM DRAIN )RAIN TRENCH DETAIL
~ CONSTRUCTION ENTRANCE DETAIL _ CH N.T CH N.T
CS N.T. L
CS N.T.Q.
L SEE SHEET CO do Ct. ENgNEER Ir1AY REQUIRE
ADDR10W1L SILT FENCE AS DICTATED 6Y SITE CONDITIONS DURING CONSTRUCTION.
K
K
i
J
4xD COR 10' MIN.)
J
SLOPE PLACE RIP RAP UP TOP OF WEIR
UPSTREAM END SIDES OF DITCH
NOTE E~ TRENCH OF STORM DRAIN
IF FLARE g DITCH IS DISCH A ~Q - DITCH FR EXTEND R BANK ~N MINI ~IUM H FLARED END SECTION OVERFLOW ~ ~ FREEBOARD ~ ~
DISCHARGING INTO DQ~'Q Qj~ Z ~ Q ~
CH FROM THE SIDE, 'END RIP RAP UP DITCH ~ p~ ~ ~ ~ per'
JK ~N OFF-SIDE A i\~~ . N ova ~ j/~ H
iI ~IUM OF 4 FEET. . 1 /3 PIPE / . ~ ~ ~ ~ DITCH SLOPE
DIAMETER. 2' MIN. `
1~ SLOPE ELEVAl10N
K FLOW ~ 2,
2 P~ TDP OF BANK TOP OF BANK BEYOND MIN MIN. ~ TOP OF WEIR
3/4" EXTERIOR PLYWOOD p #5 WASHED STONE , (MAX.) . Qw
d50 STONE SIZE OF 8", v,
4' MIN. UP EACH BURY BOTTOM 3/4° EXTERIOR PLYWOOD ~,pyy _ MAXIMUM SIZE OF 12' 2~ G
A SIDE SLOPE OF PLYWOOD 4~
G
FRONT VIEW SECTION,
SYNTHETIC FlLTER FABRIC ~IN. M MIN.
LINER. MIRAFl 100X OR 8r SECTION ~ i
EQUAL N.C.D.O.T. d50 STONE SIZE OF 8"
$EC~1QN MAXIMUM SIZE OF tY
~5 WASHED STONE
PLYWOOD INLET PROTECTION FOR F
6 STORM DRAIN UNDER CONSTRUCTION lON 7 ROCK SILT CHECK DAM C8 N.T.S.
5 RIP RAP DETAIL F C$ N.T.S. CH N.T.
E
E
A 6/19/06 ISSUE FOR REVIEW BPB
~18-" TOP OF WEIR REV. DAlE REVISIONS BY N0.
I MIN I PLACE RIPRAP UP t SIDES OF DITCH _ z
TI 1
o~ i ~ ~ , i ICI
i = ~ ~ v .I ins
a ~ ~ u ~ z I
EAST
ao a 2" BITUMINOUS
/ ~ • DI'~CH SLOPE 6~ ~ ~~g~ g~ ~ ~-6~ CONCRETE (ASPHAI.~ GROUP, P.A.
~ /2~R 1 /2"R.
~ ~~,~k~3r q 3"R. 3"R. ¦Engineerting •Architectun ¦ Surveying ¦ Technol ogy Sufte 205 145 N. Church St. Spartc^bu~, SC 29303 864-591-3334. 86h591-3343 (Far)
j.:.:d.'. 1'~' Box 7 324 S. Evans St GreenvY N~ 27834 252-758-37 6 252-830-3954 Fox
~ OF VYEIR ~:~a:~:~:~.. N ~ , ~ ~a~~~~~~.~::3ppp Psi U....: . .-J.'' °D c ~ ~y/~_,~ a a PROJECT 1171.E
.v D ~ Q I ~ S~ COMPACTED ABC C
~ ~~cr~~'3000 PSI r ; fJ.'.Q.Q ~ ~ ~ CONC
i 2'-O" WI N FI ELD ESTATES
2~-~~
Nld SIZE OF 8'. N ~IZE OF 12~ STANDARD CURB & GUTTER SPILL OFF CURB & GUTTER GUTTER COMPACTED iN SUBGRADE
1 t CROSS SECTION CROSS SECTION
NOTE: Bath Townshi Beaufort Count NC 1 DRAWING TITLE
/ , / /i J~ USE "STANDARD TYPE" CdcG UNLESS OTHERWISE NOTED ON
I PLANS. Grading, Drainage, Erosion
i
B & Sedimentation Control
9 TYPICAL CURB & GUTTER DETAIL 10 ~~CAL PAVEMENT SECTION
1 C8 N•T S. (SPILL do STANDARD) y CS N.T. 'y and Pavement Details
N.T.S.
r g. 'I ~q~ DEPARTMENT
a ~ ~Y AS NOTED CIVIL
~ _ , . , DRAWN BY DAlE STARTED SHEET No.
x ~ 3 ~ { I 'k + . i BPB 3/27/06 9 OF 10
„A'S ~ CHECKED DRAMANG N0.
.~t~~ k , I A APPROVED
e - _:s' - i~;. ~ ,tC I ~J ~ 1 r ~ ` `~,a ~ a i
r 4 k ~ r ~ 3 ' app ~ ' 3 I, PROJECT N0.
F 4. I
T } ~ _ ~ _ I 20050327
f. b ~ ~ ~ s' I 1!#5 DRAWING IS THE PROPERTY OF 1FIE f#tWP. P.A ANY USE. REUSE. REPRODUCTON. pSPLA OR SALE OF 1HIS DRAMANG WI7NOUT M~11 7 6 5 4 3 A7NOUT M~111701 CONSENT Of EAST GROUP. P.A. IS 57RIC1LY PROHIBITED. COP . 1HE FJST dtOUP. P.A Z006
,t I i a i,'.'., A I 3 2 ~
_ . ;e~ f i. ~ ~Q g 8
't i
"f.' ~t ~
i a+. .
6._ Y v. M~

SEAT. SEAL
~ UNE TABLE FROM PT 'b' TO PT 'E' UNE TABLE FROM PT "J° NEAR MG 'AY WU60 45.17 ~9'I ' ~~~4 ALONG 80UN~ARY lNE TO PT "f' NEAR FLAG 'A115' WL181 41.15 1 '1 'I '44 MA237 26.84 N 1' WL325 55.&7 '05' IIM..413 7.82 58528'23'E UPLAND AREA Utz TABLE UNE TABLE FROM PT 1' NEAR fIAG 'Et' 514'12'33"W WL236 15.74 Nt 7 ' WL326 52.2f) '09'E WL414 58.10 SO6'11'3 'W FRpA PT/FLAG `81~ 1HRU PT/~LAG 'B12~ TO PT 'M' NEAR fIAG 'E26' t fIAG 'Et' LWE TABLE FROM PT 'N' NPJ1R FL/?G 'fl' UPLAND UNE TABLE FROM WEIUND UPLAND UNE TABLE FROM WE7LAN~ TO PT 'P' NEAR FLAG 'F30' ~G "A~It' TO MIETUWD FLAG 'Mta' ~lANUIUI~p11M~IWD FlAG 'Y10' 0 ~ ALONG WETLANDS lWE LIE LEN67H BEARING UNE LENGIH BEARING b ' O •`,`iiiiii~fiii+~+, CAR
IN(~.UWNC 'LS3" ALONG YI~7lAN~S lME WU62 57.08 '1 '1 ~ ~GTM ~ INq.UONiC tH~IES 'WU00" 1MRU '1M.212' YYU63 37.67 '1 '1 '1 "W WL239 36.57 N "W WL327 36.5! '18'E WL415 42.92 07'52'39'E KEG ~ ALONG WEiIANDS UNE
S26'S2'10'W WL2~0 58.99 79'3 'W WL328 64.14 '38"E YML416 35.6 510'5 '4L'W ~UDING L~lES `WL500' T~tU 'IM.511' INCLUDING LIDS 'M~570' 1HRU 'M~593' _ 503 41'38'W W1241 21.65 N14 Y16"W YYL329 57.7 S83'14'28'E W1417 X4.57 S09'OS'33'W LINE LENG7H BEARING UNE LENGTH BEARING ~l 'M~593' INCLU~IG UNES 'iM.600` 1HRU 'NLb30` WL610 14.72 S6 9' WL649 33.65 N 4'28' 'W : ~;~~Q- ~G LINE LENC7H BEARING WL641 17.86 S46'03'S YYL650 55.88 N 04' 1'W ~ : Q :Q •
1715 y ~3 11.86 N ' 7'1 ' LpNdE LENGiH BEARING WL164 22.81 3 4 ' f UNE TABLE FROM PT 'E" TO PT 'f' MIUO~ 11.65 7'36' i'W YY1165 25.42 _ SOB'32'23'E WL242 54.94 N84'32' 'W N~L.330 32.21 38'56' WL418 39.84 S03'33'43'E WL500 52.19 N57'18' 'W 1NL570 29.08 S63 516`E f 516`E WL600 67.92 3'18'53"W WL642 31.51 S7 '1 '40' YN.651 25.00 N •yy E .
1718 f ~'Aq ALON6 BOUNDARY L.MIE WU01 33.85 N 1'34'VY WLt66 31.64 55047' INCLUWNG '1.54' 1MRU '15.`' MIU02 39.67 Ng3 'yy 1N1i67 36.28 S47'01' LINE LENGTH BEARING tA~103 24.44 N74~511'W W1i68 30.90 4 S504ros`e MM12~3 78.65 N86'at'11'W YYL331 17.12 Sfi7'09'32"E WL419 42.46 S12'37'S3'E 1AL501 32.99 N74'OS' 'W WL571 43.20 56522'13'E S47'01'S2'E WL244 95.16 N8 5'36'W WL332 20.63 1'04'S7'E WL420 18.34 S10'08'S1~E WL502 39.06 S7452'04'W W1572 35.17 S46'OT45~ i 22'13'E 1ML601 40.11 50351'49'W Y~643 36.78 S74'18'S5'E WL652 60.69 S8Q '47'W i'OT45~ WL602 47.23 10'29' 8'E NA.644 42.43 73'49'47'E WL653 55.96 S631D3'1 'W , "y L-3
~4356'24'E MA245 89.67 N87'05' 1"W M~L333 31.40 St7'59'53'E WL421 24.72 54632'04'E M~L503 42.96 N73'21'07"W Nn.573 46.18 S50'21' ' S 3' WL246 28.72 N 'bt' 7"W WL334 16.26 1 8'S5'E N~L422 14.41 N63'10'11'E N'L504 24.13 •49' 'W WL574 45.30 7 'S6'E )'21' WL603 31.82 04 1' 'W WL645 35.94 S73'3 '04' WL654 55.79 Ot'29'W ~i • ^ "7 'S6'E WL604 45.95 p•3g' 7' WL646 38.71 N 1'08' 'E YYL655 43.95 7. 7'18'W ? (II f' 'S3'E WL605 47.36 g•E NA.647 56.07 N46'S4'
1759 L54 267.06 4 ' INU04 36.89 S4 '04'W WL169 36.11 S 3' Q L55 58.12 1' 1UL105 29.00 1' 'W VYU 70 39.68 1 ' UNE TABLE iROM PT 'i' TO PT 'G' ~MU06 31.57 g 'W WL171 37.72 0 '41' ALONG BOUNDARY UNE MIL107 30.67 'pg"W VYU ~2 33.98 S1 ' 531,09.4,Q~_ YYL247 24.96 559 '16 WL335 39.77 S85'OS'06'E YYL423 69.79 585'DO'13'E W1505 10.00 15'S6'29'W WL575 24.72 'S3'E d Q t ~ 4•~~
0 '41'43' 1M1.218 26.81 'ii' 'W 1ML336 24.33 76'59"E LN1E TAKE FROM PT 'B' NEAR MG 'A340' M'L506 2 •93 N22'45'45 WL576 42.54 74 ' 9'E S1 WL249 2&61 N7 4 WL337 42.47 71' TO PT 'K' NEAR FLAG 'A415' WL507 18.02 N46'03' MI1577 40.09 N80'09' 8 i•4 ' 9'E WL606 35.84 7 ' `E N0..648 49.44 4 '16'E Y09' 8 MIL607 29.11 '1~'17"E /
~ Leek Rd' INCLUDING 'LS6' 'fFIRU 'L69' WU08 33.98 04 YYU73 33.35 S '17' ~ LINE LENGIH BEARING YYU09 33.96 N7 'W WU74 28.01 S '17' YYLZ50 16.26 7' MIL338 33.34 SN'44'30'E S UNE W~5p8 57.63 582'11'02 YYL578 33.62 N52'03'16'E M~2S1 27.67 MI1338 26.13 S33'26'48'E ~NCLUDUl6 LMIES 'Y11424" 1HRU "VM.496' yyL5pg 42.03 s~srorsa' WL579 25.95 N52'05'08'E 2'03'16'E WL608 24.12 '26'59 C`~ ~ !Z D6
L56 81.88 N Wl.110 36.93 '03'15'W W1.175 3214 , 1733 % g l57 232.18 'W MA.111 56.39 1'10'W WU76 32.42 • G~efc L58 96.06 WU12 37.55 1• 7'W MA.177 22.91 ~ YN.252 20.30 WL310 33.09 7'S 'S 'E LINE LENGiH BEARING W1510 56.69 62'02'26'E WL580 21.80 N10'29'20"W >.'05'08'E WL609 30.89 S68 '18`E i~9'20rW y~611 42.03 N51'23'45'E N~SR ~ ~~5 CREEK
e~ YN.253 42.63 Y M1341 33.15 '0p'SS'E M1L424 51.77 S81'26'33'E WL51 t 40.37 S11'07'Oi' WL581 23.46 N225 ' YW MIL254 17.48 W1342 23.90 VY1425 59.65 9'37'E y~11.At~0 qRE~ 'yr LNJE TgpLE YY1582 38.73 N04'18'27' 1'18'27' WL612 20.24 N '07'38'E ~0 u
S 1716 L59 208.15 'W M1U13 45.26 7 'S4'Ml MIL178 31.09 N64 ' ' L60 121.75 NO 'i ' 1NL114 38.36 S43 4'W MIU79 53.85 N56'4 ' ~p ) L61 97.43 1'W wU15 34.06 •44' 4'W M~180 44.80 N6 '55' Hoff L62 143.39 NA.116 32.30 7 '1g'W WU81 48.55 N54'57' ~ _ L63 122.15 Nt '13 MIli17 45.62 '44'Op IM.18Y -33.33 N51`51' N64 '44 1N1253 34.97 p5 MA.343 27.48 N 32'S~'E W1.426 62.32 N61'48'21'E fRON P7/fLAG `Ct' iHRU PT/flA6 'C27' ~~3 41.63 N1527'47'W ~'27'47'W W1613 29.29 Ni O'05'E 1"'~- R~GHr- R~A~ niis cERn ?7s•o~~w w~su 23.ss 7~•~ C ~~"WAY ACCURATEL 7 ~ ~w WLg~S X0'94 ~ NpK~~~' JURISDICT10 r35 W1616 36.39 3 3' > CERTIFIES THAT THIS COPY OF THIS PLAT
N56'4 ' MIL256 91.97 585 1' 1M1344 30.0 M0550'OD'E WU27 40.34 N48'25'58'E ALONG WETLANDS UNE WL584 14.85 N47'16'01"W N6 '55' MIL257 97.92 74 'E ~ML345 36.78 N04'29'S2'E WL428 40.50 N4235'49'E INCLUDING UNES 'WL520' iNRU 'WL547' WL585 9.90 N2 7 ' "W ?URATELY DEPICTS THE BOUNDARY OF THE
N54_57'17'E WL258 76.58 S86'28'28'E WL346 42.78 N02'16'13"W WL429 30.54 N22'S8'S2 UNE LENGTH BEARING 1M.566 35.96 17'35 ` N51'S1' 3' WL259 5223 6' Y~347 40.34 N20'41'39'E 1N~.430 33.65 N40'25' WL.520 61. N84'21' YYL587 30.72 4732'W Y4732'W wLSt7 35.77 S22'24'3o'w ~ ACT AS DE DATE. UN ~aros~w w~s~e 26.75 sse~a •4~'w NPK UES N 83-07-04 W r OUR PUBU ~7s'a9"E w~sis as.~s ss~ros• a'w 14. i 3' FROM AN EPK IN 1 SEC110N 40 ISDIC11ON OF SECTION 404 OF THE CLEAN WATER AS DETERMINED BY THE UNDERSIGNED ON THIS
l64 130.78 '11'23'W MIU78 39.50 S51'28'S8'W WLi83 35.50 N 4'38' VICINITY MAP L65 142.42 N 6'33'SO~E WU19 31.13 $51.34'S3'W WL184 23.21 N39'39' L66 166.87 N '38' WU20 56.11 S37 1' WL185 48.15 S89 ' NOT TO SCALE ~s~ s~.sa Nss~a's • wu2~ so.oo sas72' w~.~as 42.94 Nse~s~ L68 85.43 N26'09'32'W NA.122 45.07 S23'00'34'W w1187 25.69 588'12' UNE TABLE FROM NIP ~A" TO PT ~B' UNE TABLE FROIA PT 'C~ TO PT 'D~ L69 82.36 N15 WLt23 37.31 S23'23'18'W WU88 K.96 S67'33' N 4'38' 1MLZ60 41.98 WL3~8 37.54 N '41'S9'E WL431 32.40 N69 '31'E WL521 66.59 N82'14'S8'W WL588 26.44 N2531'08'W E. UNLESS THERE IS A CHANGE IN THE LAW OR
N39'39' MA.261 26.10 714 WL349 26.32 N73'29'42'E MA.~32 21.03 S77'36'20'E WL522 87.48 N82'46'05'W WL569 24.50 N20'18'49"E S89 IIM.262 7.09 4 1NL350 32.97 S60'Sp'1 'E WL433 29.81 N59'21'09'E WL523 98.04 N84'Ot' 'W WL590 30.51 N10'b7'49'E 1'b7'49'E MA.620 32.60 Og•07'59'E PUBLISHED REGULATIONS, THIS DETERMINATION OF 11ON 404 JURISDICTION MAY BE RELIED UPON FOR A
N88'23'2 1ML263 36.4 '23'07'E N1.351 37.32 5523 '20'E M~1.434 39.04 N16'S2'43'E W1524 85.74 NS '27'S9'W WL591 22.68 N28'25'30'W r2s'so'w Ma.s2~ 2s.+a sor2~'s2' THE CENTERLINE ~ PERI00 NO ~ro5.4a•w w~s22 35.64 sss•as'~~•w INTERSECTION OF NCSR THIS DETER .5s'2a'E w~s2s s~.o4 sis~so'sa-w 1765 & NCSR 1765 CORPS OF T~ WL624 24.85 S18'38'22'E IOD NOT TO EXCEED FIVE YEARS FROM THIS DATE.
588'12' MA.264 56.95 S01'S7' 2'YY MM1.352 28.06 N7533'04'E M1L435 21.54 N72'28'17'E WL525 103.64 N82'S7'40"W WL592 43.42 NO6'05'44"W S67'33' M~1.265 66.37 'E WL353 37.12 S68'07'05'E ~ML436 32.06 S24'01'16'E ~M1.526 4.60 N1T5744'E WL593 34.9 Ni6'S9'28'E > DETERMINATION WAS MADE UTILIZING THE 1987 'PS OF ENGINEERS WETLANDS DELINEATION MANUAL.
ALONG BOUNDARY UNE ALONG BWNDARY UNE UNE TABLE FROM PT "G' TO PT 'H' 1MU24 39.14 S52'16'20'W YVL189 57.89 568'55' INCLUDING ONES 'Lt 7HRU 'U8" INCLUDING 'L20' 1HRU 'L52' ALONG BOUNDARY UNE 1ML125 23.86 55511'38'W NL190 23.61 540'32' Utz IFN6TH BEARING UNE LENGiN BE/1RING ~(XUDING 'L70" 7HRU `L75' WU26 35.68 S41'14'24'W WU91 32.30 S42 ' U 24.28 561'15'3 'W L20 152.76 4~ +M~ LINE LENGTH BEARMI6 WL127 33.12 S1 9'31'W YM.192 46.92 535'19' L2 77.69 S2 'O ' l21 53.44 S4 w L70 314.88 34 '46' WU26 34.88 S10'26'25'W MA.193 61.63 S31'47' L3 16.83 N63'17' 2'W L22 122.11 N82'14'10'W X71 152.89 NO6'43'37'E MILt29 26.93 SO441'OS'E WU84 52.71 50440'1 S68'55'33'E M'L266 40.10 6' 'E WL354 32.32 N78'29'S5'E WL437 26.99 S01'28'37'E WL527 102.23 S83'06'37'E ?yE1LgWD AREA "1r LINE TABLE S40'32'1 1ML267 23.03 S67'21'Ot"E MIL355 30.07 N50'46'46'E MIL438 22.76 N89'07'38'E W1528 85.77 S8335' 'E FRp,1 PT/~i.A6 bt' 1NRU PT/fLAG 'OS' 'pg' MA.625 33.82 S5 31'12'E
S42 '4 WL268 8.99 N70'S4'20'E M~L356 29.90 N34'46'11"E WL439 22.50 S58'11'S1'E MiL.529 28.10 S87'01'39'E ALONG N~EiLANDS U!~ ~ WL626 X270 S62'23'34'E ~
S35'19'S4'E WL269 34.99 S75 7'31' WL357 13.15 S81'il'18'E WL440 18.88 N77'S1'31'E M~L530 6.51 N14'S9'3TW INCLUDING LN1ES 'ML550' 1HRU 'NL.558' S31'47'06'E WL270 37.56 58009'40'E MI1358 31.23 S25'49'OYE MR.441 34.35 N31'S1'21'E WL531 17.13 N 1'07'01'W UNE LENGTH BEARING U 'NL.558' WL627 38.32 S7003'S2'E O FARING NIL628 17.72 S86'IS'45'E N I
L4 22.05 S18'41'47'W l23 55.00 S59'16'18'W L72 61.83 N06'S9'75'W M~U30 34.72 St6'17'38' riU95 20.68 517'12' LS 44.29 1'02'03" 1.2~ 42.38 N6 'Ot'01'W L73 116.64 56'f ' "E VYU31 23.66 S70'S4'39'E WU96 30.52 58550' L6 36.34 S49'1 ' "W L25 54.67 N20~07'i 'W ~~4 x,17 N4 '4 '13'E WL132 20.02 9'i4'0~'E YYU97 51.20 S85'37' l7 60.19 562'06' 1"W L26 62.28 N73'S9'OS'W L75 372.71 N73i00'4 ' W1133 33.45 S67'05'S2'E YYU98 73.85 S86'3~' L8 130.03 568'3 '42'W L27 31.18 N73'S9'05'W WIJ34 36.12 557~9'41'E MA.199 151.29 S8 '07' L9 88.87 S22 '24'W L28 124.86 'p3' 'W yY~135 37.63 553 '07'E WL200 97.33 S85'57' l10 55.27 53g•54• •Nt L29 63.07 S36'S2'~6'E WU36 36.04 S40'IO' MA.201 67.06 S85'19' U1 84.03 S6 '{8'33'W L30 85.34 S55'45'O6'W YyU37 25.93 9'15'OS'E WL202 3.94 500'26'1 50440'12'W WL.277 31.40 550'46'20'E WL359 32.77 S21't6'32"E WL442 32.15 N16'32'22'E iM1532 28.18 N26'48'10'E MA.550 49.29 S87'2528'E 51772'39€ 1M272 23.89 7 7 '31'E N~L36U 30.70 S27'00'39'E 1NL443 30.61 N2358'04"E WL533 20.60 N67'07'18'E WL551 35.20 S79'45'34'E i'2528'E WL629 26.96 N42'it'25'E ~ NAME 1'45'34'E WL630 10.00 S66'20'30'E ' Q I ~ ~ i'Ot'19'E y, IE
58550'31'E YYL273 19.82 N 46'18"E WL361 30.11 S49'26'S4'E Mi1144 27.03 N31'4752'E YYL534 31.39 S85.39'2~' WL552 13.18 S55'Ot'19'E
S85'37'04'E WL274 34.24 N707 ' MA.362 21.13 S6T00'~4'E W1445 28.57 N21'20'02'E WL535 25.07 S55.46'17'E WL553 29.71 SOT40'32'W S86'3~'31"E WL275 42.46 N4906'21'E NA.363 32.07 N86'18'00'E MA-446 30.50 N14'4701'E WL536 30.10 S21'41'26'E W1554 11.85 S63'21'S2'W ~ ~•si w ~ Z Z TITLE , wt2 E ?Weer t'
S8 '07'40' YYi276 39.44 4 '25' WL364 45.88 N61'32'02"E M~L447 44.15 N25'59'41'W YYL537 20.60 S76'09'it"W WL555 74.26 SBT47'S7'W t 4p E Co
S85_'S7'44'E WL277 41.87 N632 '37~E WL365 23.49 N52'S5'S7'E 1ML448 36.14 N34'44'39'W WL538 52.12 N8444'16"W ~ML556 18.30 N49'09'48'W S85'19'47'E WL278 45.69 N6036'34'E WL366 32.79 N18'53'33'E WL449 43.83 N25'14'04'W M1L539 6.94 S15'19'48'W MM1S57 24.63 NOt'32'S7"E ~~os'as'w ~ ~ ~ DATE ~•s2•srE ~ ~ I t~~'Ir'n
L12 98.60 555' 'OYW L31 48.37 S23'34'45'W WU3B 26.17 S7 'S6'44'E W1203 67.26 N86'05'1 500'26'19"W W1279 48.11 N5043'i 'E 1ML367 39.41 N09'S4'40'W YMI.~50 21.35 NOS'03'21'E N~L540 66.18 S84'08'22'E WL558 18.53 N23'O6'11"E N86'05'19"W ~ML280 14.72 N 7. •E WL368 42.34 N08"52'44"W MIL451 28.06 S73'48'08'E 1N1541 83.28 583~03'21'E 3'06'11"E ~ ~ J 4E~o~ • • ~ZZ t ! • Lo"?
U3 145.29 '10'41'W l32 117.31 S60~OY 'W W1,139 26.6 S 'E WL204 97.56 N '13' U4 61.88 S2 1'04"W L33 108.62 N52'11'57'W MIL140 50.73 545'17 4'E WL205 150.95 N85'S3'1 N$6'13'53'W W1281 41.18 N09'0p'SYE WL369 57.93 N21'49'26'E MIU52 31.99 S51'S5'42'E WL542 23.63 S87S7'33'E q v I ~ D ~ LEG ~ m NPK LEGEND
L75 113.11 N60'4 ' 6'W L34 106.44 9'13'01'W WL141 25.40 S40'39' 'E YYL206 73.90 N85'S9' L16 128.49 6'42'36'W l35 129.79 532'14' YYL142 34.18 53449' 1'E MI1207 50.94 N86'29' L17 157.52 27'4 '44'W L36 68.59 "W YYlt43 36.75 S35 'E YYL208 28.05 7'08' U8 187.03 N70'44' 'W L37 157.94 'S6'W WU44 25.60 S20U1'S8"E WL20~ 42.36 SO X05'1 N85'S3'10'W MA.282 33.90 '3B' WL370 43.05 N00'41'47'E 1ML453 35.61 57'26'44'E WL543 41.82 58038'10'E N85'S9'S1'W MA283 48.79 N19'4 '14`E WL371 12.80 N 5'S1'17"W WL154 24.27 9'ii'25'E WL544 52.78 S8~'22'26'E
N86'29'40'W MA284 50.86 ' 4'E WL372 55.29 N09`I4' 3'W W1.455 53.49 S79'I '07'E WL545 10.75 S58'27'48'E NIP NPK = NEW PK NAIL NIP = NEW IRON PIPE
S87'08'S3'W W1.285 26.49 N7 '18"W WL373 37.43 N24'OB'03"E WL~56 37.51 N6g 2.55'E VYL54b 4.62 SOp U7'19'W _50205'12"W WL286 41.29 54231'21"W NA.374 26.47 N29`13'29'E WL457 26.35 N60'42'S 'E o R/W R/W = RIGHT--OF-WAY
UNE TABLE fRp/ PT '8' TO PT 'C" L3E 156.77 S89'44'48'W I1~1~5 25.05 S24'2 ' 1'W NL210 36.16 '51' ALONG BUUNDARY UNE L39 44.19 N 4' 7'W IML116 24.37 542 4 W1211 26.36 S01'13' INCLUDING 'L19' L40 199.00 4'3 'W Y1~1~7 27.57 S19'29' 'E M1.212 15.21 538'20' UNE LENGTH BEARING l41 246.86 S6Y47' NL148 47.75 S00'S0'S 'E UIE TABLE FROM PT 'D' NEI1R FLA L19 69.72 7 44'43" L42 248.HB 7 '1 'W 1M.149 33.78 S13 6't 'W 1'0 PT 'C NEAR F'LAf ~A337 L43 272.50 'W yyU50 39.18 S17'23'S4'W ALONG NEilANOS UNE '51'25'W WL287 40.96 'ii'47'W YYL375 9.50 580'15'00"E VYL458 17.86 N 4'S4'44'E 501'13' 1ML288 3.81 '2g' `W WL376 52.99 S09'02'32'E WL459 35.00 N44'S737'E ~ = CENTERLINE
S38'20'45'W W1288 44.94 N51 38'W WL377 49.81 S16'20'03'E WL460 48.07 N46'S6'30'E ` o= 0 = NO POINT SET
NEAR FLAG 'M2S' MIL29~ 41.42 S75'2T1 'W WL378 41.33 S10'51'49'E Ni1461 58.65 N47'39'S0" lA6 'A337' ML291 50.14 3b ' S'W WL379 32.80 S31'14'49"E WL462 27.74 N4 '42'41'E
L44 34.60 WU51 34.54 546 7' 'W N~ICI.UDNJG UNES 'M~213' 1HRU 'Y L45 255.87 74 WU52 44.83 S4T48'30'W UNE LENGIFI BEARI L46 89.30 10 153 45.36 S63'S5'02'W WL213 29.0 581 7' l47 142.29 YYU54 36.39 47'1 NA214 37.62 N •3 ' L48 310.15 YN.155 42.6 73'11'45"W W1215 47.22 1• l49 77.91 1MU56 39.32 S7 •47' 'W 1ML216 37.76 79'57' l50 90.00 WU57 28.64 S77'02'14'W WL217 40.67 N69' ' l51 71.59 1' "W MIU58 35.91 561 'S 'W MA218 44.16 N17'28' l52 69.11 WU59 50.84 345'58' W1.219 22.90 S43 3' WL.220 65.10 N76'4~' N1221 61.82 N71' IDS UNE WL292 65.13 'p ' 'W WL380 25.72 St7'22'16'E MA.463 28.97 N3T06'S2' 3' 1HRU '1h1423' yy~g3 45.54 56437 'W WL381 53.21 Si1'S9'06"W MiL4b4 38.75 N61'S9'49'E
BEARING YY1294 76.86 3'W WL382 26.90 S03'27'26'E WL465 29.46 N79'IO'29'E I
S81'27'S5'E WL295 18.42 'W WL383 36.03 555'19'32' 1kL466 42.61 5'43'O6'E ~'33'S6'E WL296 39.64 "51' 'W WL384 38.24 S71'07'22'E WL~67 27.66 N51'58'28'E CEN~R~~NEB
N54'S1'33"E 1NL297 26.89 41' WL385 X7.42 N79'19'26'E WU68 35.76 N33'30'07'E plA R~~_
N79'S7'41'E WL298 44.02 N4 '1 '17' WL386 48.19 N76'S1'18'E W1.469 25.07 N18`15"06"E N69' '4 ' WL299 41.41 '43`E VYL387 ~2A2 N65'18'2 "E MIL47U 45.94 N36'47'S3'W Nlp
N17'28'45'W MA.300 42.68 '04'E YYL388 28.21 N77'S9'O6"E ML.471 28.32 N73"59'3~'W
S43 3' M~301 69.62 N5 31'11"E WL389 X4.16 S80'Oi'47'E YN.472 37.10 N59'S8'20'W N76'4~'3 YYL302 41.97 'E WL390 33.28 566'15'36" MIL473 26.52 N '10'49'W " N71' YY1303 47.76 1.37' 'E WL391 33.40 N49'S1'47'E iML~74 31.07 N17'34'S0'W
YN.222 81.83 N6 '4 ' "H YN223 70.34 N55'17' N6 '4 ' MA.304 55.99 'pg" WL392 49.36 N53'14'36'E WL475 32.72 N16`IO'12'W ~ ~~^ti 6 °
N55'17' 4 WL305 39.48 N73^5 'S7'E WL393 31.31 N39'20'4 'E W1476 18.86 N3p•4T52'W
WL224 34.95 N5 ~-~cj ~6 1~ YY1.225 16.95 N71'30' ~ ~,~L102 X69 WL226 20.40 569'46' N5 WL306 39.74 7' WL394 44.51 N12"10'32'E W1477 43.46 79 32'10'W N71'30' YYL307 76.36 49' 'E WL395 40.06 N76 41'46'E W1478 53.76 N89'21'06'W O I
~~6" YPL227 26.31 S4T49' 569'46' WL308 56.86 N4 '4 MA.396 30.93 S29'30'19'E NA.479 40.42 S87'S7'44'W W: C
~~~~0. P,~ P~ NIP wL228 35.61 S4T49' 'E WL309 39.58 ' S'E WL397 34.76 S43'27'S7"E WU80 49.87 N86'S8.42'W 11310 32.69 Nt 71' NA.398 35.57 N88'+D7'14" ML481 28.48 55'27'W I
/ f~ 6' ~ WL229 48.16 1 ' ~ ~ 1M.230 29.79 '1 ' i '4 MIL311 36.77 i~'11' 'W WL399 23.12 S2936'36"E YYL482 39.18 N74'13'40'W '1 ' 1M.312 58.62 4 YY1.400 38.44 S74'48'00'W WL483 32.73 N79 1'24'W
i ML231 35.47 N7 ' N7 MIL313 33.68 971'1 'W WL401 34.56 S04'S3'24'W YYL484 31.25 S62 U3' 7'W ~ i 8 ~ ~~~..~~~b~ n
8 1NL232 31.65 g7'i ' ~ YN233 52.77 N 71' 67'1 ' WL314 39.68 N41'24' 'W WU02 33.02 S 3'59' 4'E WL485 33.75 S7605'49'W N 71' WL315 21.78 N '22' 'W WU03 34.34 S48'23'51'E ~ML48b 30.54 S6T43'34'W Q
/ A P,~ YY1234 40.53 ~ YIIL235 17.71 8 7 ' N68'28'38'E W1316 30.02 N/7'S8'4YW WL404 34.54 S67'20'44"E YYL487 30.68 N '24'19' ~,ti 9 4 p~ o -
~ 1M 9YL 'SA.'t7 u~rtY 8 '1 ' WL317 17.00 N 7 '0 'W YYU05 30.39 N5141'23'E WL488 38.69 N49'24'25'E u7'tKYLe W ~1R 'tt 7A u~•zs•~c~w W tM. iS 7R uznnc•~Ye W Lll~ i0 1A ~~nc~nYn~e~~ k h ~ - I bN~
/ / _ N ~~W W / G I\CV VI LJ WL319 53.32 N 1'1 '27'W WL407 40.07 NOT4738'f WL490 24.64 N33ti3'23'W ~ ep9` c~ .~.m o
`°s • ~ YML320 65.51 N83 '1 'W MIL408 X5.95 8'OB'29'E WL491 27.12 S78'28'17'E WL321 37.35 7'22'33'W NA.409 17.10 N 'O6'41'W YYL492 30.44 S49'02'S2'E ~ ~
MA.322 54.57 'W WL410 34.44 N 7'02'03'E WL493 22.80 N6 '56'07'E m
~ ~ N' ~ MA.323 53.60 N80't8'30'W WL411 39.05 N14'It' 7'E YM.494 46.04 N16'41'31"W MIL324 7.58 WL412 53.17 b ' WL495 39.13 N6 3'32'W gg0.32 • 884.97' R. ~Y F,~ y.
0 NA.486 20.20 N57'S1'10'W
IP ''i,0. z c~'~ i X00,\ Q F2 ,
, 1 ~'r p a.E~am (REARED ~ N ~ ~ 49 ~ W 1
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'ti` NIP UPLAND ~ sue 05 ~ / ky ~ NIP "A'
--8.
0~' arc 0~ ~O~.e \ ~ P~ i P„~9 ~ 0
s'~',w E NIP ~ ~ / d P,y89 ~~S? ~ at
NOTE: TiE UNE (NOT SHOWN) ~G» ~ fwooos-~ ~ ~ 1
FROM PT "G" TO UPLAND Ng~,4 ~ / , ~ ~P 4'~~~ 6 ~ ~ ~ ~ ~0 ~ i
AREA WETLAND PT/FLAG "B1" .y N 86'30'45" E 232.86' ~ p~~ b NIP R NOTE: 71E UNE (NOT SHOY1Rd) ~ ~ J~ / Q m P'A'L "p„• k ~.,++1 ~ ~i 20 0 6 1 8 6
FROM NIP "R" TO WETLAND b
AREA "W' WETLAND PT/FLAG ~ Q~~~ b b ~ r"s°ei . ~ ~ SOS ~I ~
X 61p,.e.~0'. ~ a c ~s "C1" S 48'06'23' E 360.06' /G~cjS~ ~ ,rE. ~ ~ ~ ~ ~ m / ~
141.90 AC. t TOTAL ML528~3~~ G,~ ~ PG~ p'L6~ ~.y1~ ~ Q ~ A~ ~ g i ~g ~ ~ m"'~, '''fig .e 0 Q 9~9 ~ o~
Q 33.73 AC. t IN WETLANDS ~:_:~g ~1~ Pti'~ ~ / ~ ~.6`rr~ ~~.e.~~-0 m`~v ~ ,gyp $ P~ ~ y Pti9 ~ ~ °r a~oa~n uNe is n~ ~ ~ ~ Q ~~d ~ ~ ~ ~ ~1c ~ DALE . ~ (ENTER OF CAPPS WT
~o~tY urn ~s n+e ~w HicH w~~ DALE REVISIONS BY
~ ~ auNCO cRmc. (~~w~ urn IS 1HE APPRO)OMA7E LOCAl10N OF 1HE P6~'~ °19b ~ ~,a eP~..._ c~9 kti~ D
MEJJ~1 HIGH WATER UNE.) / / A,~~ b~P2~ ~33 ~9~ ~Q ~y.9-
~Ic / / \ ~ \
~ yr ~ . THE
PUNGO CREEK r~d~~ ` ~ ~ N07E: TIE LINE (NOT SHOWN) ~ ~ .~~,Rfl~~~`~`~~~~' FROM PT "B" TO WETLAND p~ti't~~M`
s~ Q / p~~Pry,L.y sic ~,A AREA "V' WETLAND PT/FLAG EAST
b ~/-WOODS i ~ 'Dt" N 25'33'10" W 350.63'
~ -o-•a / P,~.1,0 ~ arc GROUP, P.A.
`•s.~. PROPERTY UNE IS THE MEAN HIGH WRIER ~L~ngineeri UNE OF PUNGO CREEK. (MEANDER L.q~ Baa 7J06. 32{ S E IS iNE APPROXWAIE LOCAl10N OF iFIE ineering wArchitecture ¦ Surveying m Technology
R rd b o-..0 k 324 s. Ewe sc. aomvae. NC 27834 252-75e-37+6. 252-&V-M4 (Fat)
m ~ ~O'~ yc .ati. ~ a ~ MEAN H16H WATER UNE.)
~ J~ PRO.ECT TITLE "T TITLE
a P~° ~ ~3~~0 ~ / ~ p'S ~ P~99
r ~ a ~ ~ Doti
W~ BAT LEEK °R"'"arc nn~ WINFIELD SUBDIVISION
p. ~ P~6 P~~ ~ v
GPS CONTROL POINT - 8" SPIKE r # P~~ P N = 645.116.305 fT. (GRID)
T- ~ E = 2,681,919.462 FT. (GRID)
ELEV. = 4.83' (NANO 1988) 9 ~ BATH TSP., BEAUFORT CO., N.C.
~.i J Q P~~ ~'5~,~' ,~~A ~ PUNGO CREEK 10 TITLE
U ~ CEllE7ERY
Cpl a ~.i• ~ ric
Z WETLAND AREA "Z" 3.98 AC.t ~ ~q ~ M15 $ M15 $ M12 WETLAND MAP
A'~d P~ d ~y_ d ~s UPIAN~ ~0 ,ono
A~ MA's ~`Q D
N Y WETLAND AREA "Y" ~ 18.56 AC.f •p' ~4s ~i M7'~` ~ ~ pEPAR7MENT
WETLAND AREA ~X~ = ~ 0.91 AC.f NOTE: TIE LINE (NOT SHOWN) FROM GPS 1" = 200' 200' SURVEY
PROPERTY LINE IS THE MEAN HIGH WATER ORAMRI BY i BY DAIS STARTED tHEET NQ
CONTROL PRINT -A- TO UPLAND AREA AT LINE OF PUNGO CREEK. (MEANDER. UNE SDF 2/22/06
W WETLAND AREA MW = Gal 1 AC*± WETLAND PT/FLAG S 8004 02 E 289.99 IS THE APPROXIMATE LOCATION OF THE aHEaroo ED bRAWING NO.
o U WETLAND AREA "V" = 0.17 AC.± MEAN HIGH WATER LINE.)
AMROVW 41E0
0
0 MoAcr No. ;T NO. Sul
)050327
0 0 N 2005 EM GROUP, PJL ANY USL REM, WRODUMOK Y ote SALE OF VW DRAMS WMOUT WdTON CONSM -OF W EAST GROUP. PA IS nr caPVwa+ . THE Est .w.