20061186 Ver 2_Site Plan_20061215

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N~ 1714 '~ae~a ~ 1 1 i uMiTS of
c DISTURBANCE P
P 1715 `r~o~~ ~a ~ ~ / SHEET ( ' 1718 g ~ / 1 1 01 ~ 6" PVC
0 WATER MAIN
y~ ~ i~ ~ 1 1 1 -o c r
1759 ~ I ~ `Z` ~ 1 ~ 1 1 r n f EX. 3"
g 1 ~ 1 1 t~l ~ WATER LINE
Creek Rd. ~ 1 1 1
1733 1767 ; Self ~ ~ ~ I O f SITE DATA:
~ h ~ ~ ~ ~ Crete i ~ ~ . ~x~ \ ......................141.90 AC.
m 1716 (1 f / ~ ~ D / ~ ~ TOTAL ACREAGE OPEN SPACE ................................................4.59 AC.
\ ~ ~ • ACREAGE R/W ..............................................9:18 AC.
i ~ ~ _ 1 Hoff ~ ~ `M'~~ ~ ~ •P ~ 50 0 3`~. Q NUMBER OF LOTS ...97
0 / Q~ ~Q J AQ , . y,.~ ~ ' Z LINEAR FEET OF STREETS ...........................5,987 LF
VICINITY MAP \G° ~ , Z ~ ~ Y ~ ~ ~ ~ r 1 ~ e J ~ ~ ~ ~ AVERAGE LOT SIZE .....................................1.26 AC.
NOT TO SCALE ~ ~ ' • QR 1E 1 ~6~ P r TOTAL IMPERVIOUS
x.~~~ I o^o`~ ~ 0 (ROAD & OPEN SPACE) .............4.54 AC. (3.20%)
~ ~i 1 ti,k~$ AREA OF DISTURBANCE ............................29.51 AC.
1 ~ 1 1 ~ 1 i~ //l ~ ~ O V,
1 ~ 1 _ J I . ,.,2~ ~ C GENERAL NOTES:
1 - ~ 1 / I: 4t~ fir; ~ ~~°I°~~ ~ ~ r 1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FlLL AREAS
N 1 ~ 1 1 ~ 1 ~ j .vww.~... o, ~ C ~ N PRIOR TO PLACING FILL. ANY QUES110NABLE OR UNSUITABLE SOIL 7 CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
1 ~ 1 ~ ~ ~ ~ ~ ~ 2. ALL FlLL SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD
1 ' 1 ~ ~ * ~ ~ ~ I ~~IIIIII ICY 11Y1~ ~@ 1~ V ! (I j t~~~ ~ ~j ~ ' 1~ ~ ~j ( ~ ~ ~ ~ - f - ~ PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
j ~ j ~ ~ I I ~'L' I F ~ 3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS
~ ~ ! ~ ~ ~ ~ ~ i ~ ~ ~ a ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ A w I y 1 ~ yg6 = IN ACCORDANCE WITH THE SPECIFICATONS WITHW 21 CALENDER DAYS ~ Y ! n ~ I OF COMPLETION OF GRADING WORK. UPON COMPLETION OF THE PROJECT,
w O ~ A~ ?J~ ~ I I .~a~ ) j t~Q r`' 1 - THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS ~ ~ , o ~ O OUTLINED IN THE SPECIFICAl10NS. ALL DRAINAGE PIPES SHALL BE
~ w 1 N ~ ~ ~ ~1~ I ~ ~ I ~T1 Z CLEANED BY THE GENERAL CONTRACTOR TO REMOVE ANY SEDIMENTS
OVER ~ LL ~ SCALE: ~ =500 n- O a` ~ ~ J i ~ f l~ c~ ~ ^ THAT HAVE ACCUMULATED. ~ t J
V, t ~X. DITC~I~ ~ ~ ~ ~ 2 ~ 1.07 AC. I ~ ~ 4. ALL PLANTING AREAS SHALL BE BACKFlLLED WITH TOPSOIL AND RAKED ~ ~ 2 2.~8 AG TOTA DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR
#3 i J , I , JOHN SCOTT WINFIELD ~ ~•`L~ ~ i ~ ` ~ ~ ~ M SEEDING AND PLANTING.
M ~ ~ 1 1 I, tag y I I ~ 0. 9 AC. ~ ~ 5. ALL UTILITY TAPS, CONNECTIONS AND EXTENSIONS SHALL BE DONE IN
?££~EEd ~ .di ~ ` ~ ~ ~ k~ ~ ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES.
~ { . i ESTATE FILE 01E/362 / `f ~ ~ ~ ~ ~ ' ~ 1 ~ ~ 6. LOCAl10NS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE. tf!' 1 1 1; ~ ~ 1 ~ 1X.~>3 CONTRACTOR SHALL FlELD VERIFY LOCATIONS AND COORDINATE CON-
!#i s~ e ' ESTATE FILE 71E/192 ~ ~ ~ ; DB 779 PG 644 J~ f ~~r j ~ DB 779 PG 646 /O~ ~ 4~ ~ ~ ~ ~ ~ ~ ~ ~ 5.4.95 FE ~ NECTION WITH PROPER AUTHORITIES. CALL "ULOCO" 48 HOURS BEFORE ~ j' ~j~l~ 1 ~ 29~ 5.94 J ANY EXCAVATION IS BEGUN.
~ . ~ ~ f ' ~ ~ ~ INT. 6.33 7. ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS
I i j f / r-- ° ~ MB 21 PG 53 r,., ~ ` ^ INV. ti 4' _ ~:Et ~ ARE THE RESPONSIBWTY OF THE GENERAL CONTRACTOR.
. t , j (2) 6 45' BEND t ~ ~ ~ ~ p. ~ 8. NCDOT DRIVEWAY PERMIT IS REQUIRED.
•f '~E ~t - ~ x~9~ ~ ~ x"~~b ` x~q1 #b"~ ~ f x~ x~ 2 / - - ~ DRAINAGE .3..~~ ~ ~ - ~ ~ k}.~ y~. #fi~ b~~ ~4`SEMENT RIP ~ I ~ ~ } ~ ~ e ~ ~ k , ,r - ~ (2) 6E G.V. 10. NOTIFY NCDENRCWASHINGTONEPRIOR TO CO MENCI G CONSTRUCTION.
f i~ . i ~ ! \ f` # ~ xd~, RAP, ~ x ~ PHONE: [phone].
L 1C 84 , ~ •5 ~ 6 ~ o` 26~ ~x ~ N 83'47;F~.~c,'~ygly k~,.~°`.,,, x~''~' e~' ~Re +e/ s~ f t ~ ~ \ //M ~o x~,' ~ L 11. ALL LOTS SERVED BY CENTRAL WATER SUPPLY AND INDIVIDUAL SEPTIC
s; rp ~ x~k ~ Q ~ 0 ~ ~ 5. 2 n 1 2 3 0• / ~ ~ ( f SEWAGE SYSTEM. o ~ ~ j: ~ ~ ~ 12. ELEVATIONS SHOWN ARE BASED ON NOR1H AMERICAN VERTICAL DATUM
~ 9 ~ 4 p°L x ` -,x~ 6''14 xb~ k~2 I~I~7 ROCK SI, 1988 AND ARE RELAl1VE TO MEAN SEA LEVEL
L9 9 f ~ ~ 2 0 ~ ~ ~ 1 . 5 6 1 FlLL HYDRANT ~ ' , N ~ ~~T ~ I ASSEMBLY & 13• AN EROSION AND SEDIMENT CONTROL PLAN SHALL BE APPROVED
X. ~ ITCI~ EX DITCH & o 'INV. / ~ . 3° b~ " I V. \ Y ~ ~ b 2.30 5.0 ~Q~' ~ p0 ~ FENCE, ~ PRIOR TO CONSTRUCTION. ti 10~ •5 ~ ' ~ Np, I I 6" PLUG ~4. ALL ELECTRIC LINES SHALL BE UNDERGROUND.
TO BE 3 ~ 2 2• 1 f 5 . 1 0 CLEANED ka gaa {sae 0.110le IVI r ~ m y~ 4S' e~,. j a~~}~ ~ ~ 15. A STORMWAhR MANAGEMENT PLAN IS REQUIRED.
MITS ! OUT & ISTU ANCE sg ~ x ~ x ~J' e~ ~ ~ x ~ ~ I I 16. GENERAL CONTRACTOR SHALL VERIFY INVERTS ON EXISTING STORM
5,64p. I D ~ #6~ f v? "c - 50' TEMPORARY DRAINAGE PRIOR TO CONSTRUC110N.
~ ~ ~ INV. . p. ~ - 5 ~ 2 ~ k~- 3.05 J ~ ~ 1 A I CONSTRUCTION 17. CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION OF WATER MAINS ~f7~~/~L/of~A~~1 ENTRANCE OR SEP11C SEWAGE SYSTEMS PRIOR TO APPROVAL OF ALL PERMITS.
JOHN SCOTT WINFIELD ~ _ no.... - I ~vr~~ ~E .,C_ ~ . Aye 9~4~WETLgti~ ~~_.n1 [f?_ ..64k1~1 ~ t C ~e nnT~~lr 1~I1 T['~ NInn11CI1 Dv ~C~IICn~T nAl l\ITV I~IATCD I~CDADTICAIT
K j ESTATE FILE 01E/362 2 ~ 1 rr y~r ^ ~i ~ ~ ~ ~ E ~ S ~ MT 1 K io. rvino~ niiiuc ~~rrucu of o«ivrvRi Vv~iv~i nn~~n v~rnnimu~i.,
t ESTATE FILE 71E/192 0 ~ ~ ~ r ~ 0 G O r NIP 6' , ~ ~X. DITCH ~ 2 1 ~ ~ . >r ~ k~. ~ . .30 fAC. b~., ~ ~ ~ 2.78 AC. TOTA 19. WETLANDS HAVE BEEN DELINEATED AS SHOWN ON THESE DRANANGS. ~ ' ~ a`~•~~,~~~-e~ ~ ~ I THE ONLY BLUEUNE S7FtEAM, AS DETERMINED BY NCDENR-WASHINGTON
DB 779 PG 92 DB 779 PG 644 ~ X. ITS f 4 ~ E D ~a ~ 4 ~ N ti.,,, 00 ~ TO ~ ~ IS LOCATED ON LOTS 71 AND 72.
DB 779 PG 646 ~ CLEA 0 ~ 0 rn ~1 P7 ~ k 0 ~ 69 ~ o cv 59- DIRE ~k~ DIREC110~1 /CC {v ~ ~
MB 21 PG 53 x OUT & 2 1 ~ INV. t~~~ o FILLED ~ x a~ ~ ~ ~ ~ BORE ~ N ~ •
.ti ~ 3.74 ~ ~ k fi~~ h V Y "'i k ~ ,o d• e. ~ Q ~ ~ k 80 L ~ RII k ~ v
0 1 ~ ze g r N & 1.26 AC. 1.25 AC. ~ ~ 1 3 ACS 9 r'~r 1.24 G ~ 2 WIDE l 1 \ 1.24 AC. ~ ~
1.21 AC. ~ .t ~ r a~.~ P 0.94 AC. ~ a r x'.93 AC. ~ I TYPICAL LOT SETBACKS:
? 2 k ~ .a ~ ~ ~ k ~ . AI ~ ~ q ~ x G • I ~ 10 UTILITY (pL ~ @ `~U ~ k 0.74 C. SILT f ~ .61 AC. ~ ROCK SILT . 1.4 AC. ~ ~ f ~o i ~ ~ ~ , .A ~~i'~'AC. *a:~'~ ~~It ~ ~ FRONT: 30'
~f 1~~ F662 oo' 1 S N ~ E M b~ k T ~ ESMT. TYP. ~ 0.82 AC.~ ~ x f FENCE ~ , CHECK DAM f o f TYP ~ ~ f ~ 0 °6~ { ~ 5. ~ SIDE: 10'
~ 1 20' DRAINAGE ~~5' i / , ~ SILT . V l I FEN h. 15 RCP . ~ 6~. /t
EASEMENT 145.00 , ~ E ~ • 0 3 .1 S .3 ~ 92 ~ , 1 • r ~ 1 .88 k sr ~ 1 ti ® ;g ~ 15 RCP W FES W FES sQ4~~~ ~ , 17 69' ~ REAR: 25' r1 ~ ~JIP ..A,.
~7 r ~ 0 6 1 .0 0 0.81 5 11 ~ r- ~ 1 1 f 0.7 AC. / 6. ~ .7 0 7 0 5 20.95 r t ,F ~ n 2 0 9 ~ 3 , , 8.~3 F~ 1C. / o-
~ ~ e°° P C r R i 0 ~ x 2 fi 1' 0. ~ 0 24 ~ 0 / 0 . 5 3 n 0 ~ .6 9 9 f 24
~ 6~,Z-~~ INV. ~~p. ~ 5 d 4.63 f 6. 2 1 ~ 7 , ~ ti ~ ~ ~ 9 r~ CP W F 52. 3.69 , 26 r'~7 E S 0 ` / ~r
0.79 AC. ~ ti 1 _ N N , h. V: ~ . Ir 6 ~ ,r,,,..- , .6 ~ 16 9 ~ x~r - J~.~.~ /rte ~ I SITE LEGEND: ~z... ~ ~
r~ ~ 13 95.00 9 k 0 • .00 5. ~ A ~ f R 0. ' 1 5 R 0 5. ~ 0 9 9. 15 .1 r ,~5` ~ ~ 0.96 AC. ~ ( V • 9 r r 5 5 k f ~ . ; ~ / 19 ' ~O~ I ~ --70- CONTOUR
ry .~6 ,A~. r f 6 ~6'' 0.76 AC. . ~ o 0. FILL HYDRANT 5 IT H ~ x T"~--- 0 .DC .9 6 ~ ~ 30 , ~ . ''',f ~ i ~ , ~ ~ 45 ~ ~ I x 7C?.OC~ SPOT ELEVATION
v 0 4 ASSEMBLY 1 ~ 2 o• 2 ~ ~ 1 ~ t9 / 04 . 0 0. : ti f , 00 o / / 8 ~ . ~ 0.93 AC. / / ~~5~...% ~ FIRE HYDRANT
~ kEy. 2 r I, ^rr^"~ T E ROCK SIL a f ~ R ; ti' NA AI 4.4 8 _ ~ , 11. 6 , r a~. ~ . 40 .6 . r, 45 b 95.0 r , ,fib k ~ k - ,r . F. . 5 0 . 6 }S 8 _ - ` I H WATER VALVE
h 9 ~ " 14 H f~ . , ;e^ r• ' f A ~ "1 G ~ CHECK DAM ~ E' . 0 S 5 • ~ ~ E N 9 r .DITCH r.. ~ f ~ ~ ~ R 0 r AI 9.8 .r ~ A 1 G H ~ ANT f . ~ . E FILL YD fi PV r . , n~,ti. 1 5 rr' i r ' / o \ g ~ PP POWER POLE
3.23 I 'I p i9o ^ _ 1'L • e~. 1 ~ 4,~Q Ifs ~ f x ro / i - ~-ti u" ~ ~ • h • SM . ~ , g T. ~ ASSEMBLY A R MAIN ~ ~ ~ C~ ~ ti w TE i t r . 1~~~ ~ `30' AREA OF FLARED END SECTION • • ~ / ~ CONCERN, TYP.
F,r~`' ~ ~ x6 y,~3g6 ~ ~ ~ 50 ~ ~ 0.59 AC. ~ ~ - .f. • i ' 1 STORM DRAIN ~h`O ~ I ~ WATER MAIN
4 ` ~ 4h l ~ ~ 1.06 AC. 0.98 AC. r fir. 1.34 AC. ~ ~ r E ELECTRIC
9 ~~y6~ ~ EX. DITCH ~ ~ ~g ~ ~~~(1/`L• i ~ ~ } a' i 1.46 AC. .F` . 2.27 A LIMITS OF ~ 1.67 AC. ~ ~ • , x ~ ~ ~ ~ t 7 AC. ~ 1.28 C. ~ ' ~ ...w..
J~;t S 6a5~ 9~ 6 CLEANED ~ 6°' moo. 0.60 AC. ~ 0 Q~ $ 1 ` t 0 DISTURBANCE ' ~ ~ ~ 0 . r x ~ 1 f - ~ ~ x .48 AC. x , - . 1.12 AC. I , 1 ti 1.1 AC. , 1.08 AC. ~ f . . L30 COAS AL MARSH ~ X SILT FENCE AREA OF CONCERN
1.~ ~ ? ti~ ~ 1 9~ / FlLLEDx`"n~ ~ ~ ~ / 9~~ ~ 6p0 9 , . 0 I ~ ,r 2.19 ~ f 0 • f • 4~9~ ~ ~ n ~ 1 a, l~ . f. l- 1f. f p~ 0 I - - 50' RIPARIAN BUFFER
1 ~`l ~ 0.62 AC. ~ ~ ,Lg9 ~ ~y~~ ~ ~ ~ f r..." /'lam k~~ n ~ .r"~ : R CK SI F ~f EX. DITCH ~ ' ' ~ ~ ''~~25 ~ I I WETLANDS LINE
~ ~ ~ -P ECK DAM ~ ~ ~ jy. s TO B f AREA OF DISTURBANCE I G ~ FORCE MAIN
~5 ~ ,b l - - ~ ,goo J 4, i. IN .L, M ~ cn ~ CL In h ~ k (P x , 1.~ cA , OUT & ,
G ` ~ ~ 0.64 AC. 1 0 _ ~ 6 ~ 9 ~ r6~ a 1.30 AC. ~ rn ~ k.~ . ~ . r ~ ~~r ~ ~ ~ ; ~ 0 ~ ~ SILT w FI ~ . / 0 LLED
~g ~ ~"G g~• ~°N ~ ~ffLL HYDRANT ~ FENCE , ~ . ~r ~ ~ 50 RIPA 50' RIPARIAN I
~ X6 ~c~ X 0.66 AC. /f ,~~g• ~ Y ASSEMBLY & k~.~~ ~ ~ 6° G.V. - ~ h1 C` oo . . .r ~ \ . n ~ BUFFER , . f ~ . Ir ~ ~ ~ ~ x ~ i BUFFER. TYP.
x 9p ~ ~ . 1.44 AC. ~ • ~ • LEA D - ~ ,
~ 1 ,u o.~o a,c. JFX~- } ~ 5 7~ J _ r 1.53 AC. ~ ~ 1 x - 0• ~
f FILLED ~ . j ~ ~ l w
• ~ \ 1.20 C. 9~ ~ ~ 11.81-A~ ~ • ' 1~ , SILL` ~ ~ . i h . ' ~ cb f, . .re . VIDA J. EVERETT
INV. ~ ~k5~ ~ . Q ~!1'P~ , FENCE . . 1 0 . ESTATE FILE 92E/147 0
0• fs ~ ~ F ~ ~ ~ Q ~1 DITCH 'j 199 AC. ~ ~ k ~'ti i v 0 1 0 . ~ ~ .r 73
k J r ~ ~ . . ~ ~ ~ ~ ~ 1 , ~ ~ . k r ,1f r F
x3 1 ~ ~ . . T ~ Q~o~ _ ~ 7 2 o ~ ~ . . J' • ~ \ t r . / i Na~~ ! , ~ ~ •t~
o ~ ~ o ~ ~ 14. 4 x~. . ~ J +~,r. 6 1 .k.. 1
, ' . . ~ 4 S . 1 8 •0 h . r'f ~ • r ~ • ,
ILT y kb 0 i B • .'h `J . / 1 . .
~:~R,{~..... L~ x 6 ~ - ~~p0 FENCE. ~~P ~ ~ ~ ~ 8.~ / gyp. ~F, \7 ~ T - r~~.~~ 3 ~ ' ~ ~ s WETLANDS ~ 17.29 ~ 0 8 .1 • 0 , 3 h 1 ' D~ 1 ~ f f' 29.07 0
LINE TYP. ~ ~ a' ~ • 2.58 0 ~ ~ 2 h L40
o. cs 7 7. 0 11 v' 0 ~ 4„ 4 WETLANDS 11 1 , 0 4 1 5. . d ~
2 ~ 5 •3 8 s. LINE TYP. 0 ,
~ ~ 4, , 2 E
E ~ O~~ J , } ' k~~9 1.75 AG ~ ~ s 8
FILL HYDR ~ ~ 50' RIPARIAN 1 ~ ~.~.r~~ J c1`. C 12/04/06 CHANGE HYDRANT TO FILL TYPE EHA
ASSEtu,~LY~ BUFFER, ~ ~ . .
~ 1.86 AC. ? ~ r B 10/25/06 REVISED DRAINAGE AND SITE DATA gWW
Ak*Q ~ j ~ ~:~,1 ~ 0.3 f ' \ 41.44
2.03 AC. - ~ / . L50 ~o A 6/19/06 ISSUE FOR REVIEW BPB
I NQ: DAIS REVISIONS BY
1 Yom'` ~ 1.9:x` AC. x.gF" '~f / 1 0
~ vu! ~ ~ `i JIG ~ ' 62, lJ 1~
f 156 / r ,r` ~ ~ ~ S P U N G 0 C R E E K
C~ f , ~ ~ GAT ~ 1 TH E
i • .L'~ .l cD t J f ..r. " V I SEE SHEET C1 FOR
CONSTRUCTION SEQUENCE, EAST
~ + S f LT 5a 59 10 04' MAINTENANCE PLAN, GROUP P.A.
C s. FEN E s . ~G / \ p0 VEGETATIVE PLAN AND ~
V~ ~ S ! \ ~5 SEEDING SCHEDULE.
~ ! r l c~. . . r W ~b,~. D ¦Engineering¦Archtitecture•Surveying¦Technology
f ~ 1"` ~ ~ 'n / ~ / A Suite 205, 145 N. Church St, Spartanburg, SC 29303 664-591-3334, 864-591-3343 (Frnc) C Box 7305, 324 S. Evans St Greenvill NC 27834 252-758-3746 252-830-3954 Fax
a ~y ,Y , Ir„ ~ ~ .x ~ F i ' \ / / o Q ~vJ G PROJECT T1TLE O ~ „
.W- ~ 1'f ,4 f ~ , n f J ~ NOTE: 60' PRIVATE R/W p~~ ~ ~ ~~G~~ C v d~
~ W . ~ r 4~ • ~ rr' ,9, DIMENSIONS ARE ^i~ TO BACK OF CURB Rte' R30•, 3
S . ~ ,/oak . . 116.77' 4 .00' LEVEL,4 TYP. ~R TYP. ~ TYP. 3 ~ WI N FI ELD ESTATES
r'" fir' h~ . n o ~ ~ 0
. V F^~ ~^r5" t'r yr ~ .f 7,;~' ~ i R340' 8' 6' 6' 20' PAVEMENT 6' 6' 8'
~ • p • ~5: ~ a i M R6' 12.50'
i .,t r
.,..r-" . ,1.. ~ Il Bath Townshi Beaufort Count NC t' ~ DRAWING TITLE
p ~ •f • h i ~ , ~ ~ ~ x ~ 2 MIN. 2" I-2
= , ~ ~ • .T"J r , 1 . fT v ~ } _ ~ - ' - EDGE OF 2 ASPHALT
. . s'i ' r l''r r- ° ~ COASTAL MARSH ' " PER ~ 4" PER FT. M ~ 3 • ~ ~ PER Fl'.
~ ~ ~s 9 ~ . f L60 R320' °D cn 4 ~ MP~~ B Erosion and Sedimentation
99 ~ ~ ^w....~ f f ~ ,F 0 0 ~ Morehead Cii~ ~C o n t r o I P I a n
; q'" . ~ . . . . . ]ti .F f . O ' r AREA OF CONCERT 30 CONCERN, TYP. 50.0' so.o' MIN. 8" AGGREGATE BASE COURS C
'h k~`''. . • . COURSE SCALE DEPARTMENT
g. ~ 5 9 „ „ ~ 0 C, ENTRANCE DETAIL .TAIL COMPACTED SUBGRADE (PER N.C.D.O.T. STANDARDS) AS NOTED CIVIL
1~ 9 a ~ , 1 1 6 ~ 6 •S 9 ~ 0 5• N.T.S. DRAWN BY DATE STARTED SHEET No.
. 5 ~ 1 . TRAMP . EW BOA ~ Owner~Developer: SLJ 3/27/06 1 OF 10
K s~ 0 .o o o i Clear Water Marketing CHECKED DRANANG N0.
5• ~ r 1 TYPICAL ROAD SECTION - 20' PAV ME G`'~ N.T.S. :M EN T c/o Ross Beebe A
• • • • • • x-~~:~ r r ~X l-~.1 240 CRAVEN ST. APPROVED
A ^ ~ ~ ~ ~ • • 100 50 0 100' New Bern, NC 28560
' ~ ` ~ r 1 "=100'-0" Phone: [phone] PROJECT NO.
w~ { Fax: [phone] _ 20050327
1HI5 DRAVANG ~S lHE PROPERTY OF 7HE ST GRWP. P.A. ANY USE. REUSE, REPRODUCl10N, DISPLAY OR SALE OF 1HI5 DRAWNJG NA7HWT 1T7FN CON 7 6 5 4 3 KITTEN CONSENT OF EAST GRWP, P.A. IS S7RICiLY PROHIBITED. (COPYRI THE EAST g20UP. P.A. 2006
11 10 9 8 2 ~
x
f

x
15 14 13 12 7 6 5 4 3 2 1
I
P VEGETATIVE PLAN: i
VEGETATIVE COVER SHALL BE IN ACCORDANCE WITH THE 1 f P
SEEDING SCHEDULE AND THE FOLLOWING SECIFICATION I
SECTIONS: . ~ » n F
SECTION 02230 SITE CLEARING 9 8 ~ 0•
SECTION 02300 EARTHWORK SECTION 02920 LAWNS AND GRASSES 0 2
. r.- ~ . . 1
I ,r,,,.m, 1 tO o o D ~ ~ O
~ . J~ ~ I ~ ~ ' L~` ,,G , a & o. SITE DATA:
. ~ ~ , i. ~ TOTAL ACREAGE .......................................141.90 AC.
p PERMANENT SEEDING: p f ~ ~ I Q, . ~ j k ~ OPEN SPACE ................................................4.59 AC.
' Day, ACREAGE R/W ..............................................9.18 AC.
DATE f E f N NUMBER OF LOTS ..................................................97
JAN 1 -MARCH 31 COMMON BERMUDA GRASS 20 LBS/ACRE (UNHULLED) + ~ 1 ~ m~ LINEAR FEET OF STREETS ...........................5,987 LF
APRILt -JULY 31 COMMON BERMUDA GRASS 15 LBS/ACRE ~ ~ 3 ~ i+ i -P ~ I . ~ ~ ~ EX. DITCH 1 AVERAGE LOT SIZE .....................................1.26 AC.
(HULLED) ~ . r ~ ~ 4 2 • ~1 TOTAL IMPERVIOUS (ROAD & OPEN SPACE)............4.54 AC. (3.200
AUG 1 -DEC 31 TALL FESCUE 60 LBS/ACRE 1 ~ I i + I f J wU ~ it t f ~ 1.11 AC. ~ ' AREA OF DISTURBANCE ..............................29.51 AC.
COMMON BERMUDA GRASS 20 LBS/ACRE ,f' k • ~ i .F. .r r . i7. d. O ~ ~ . • ^r J ~J" ~j O GE
(HULLED) WO(2THY E DB 1 YEAR ROUND AGRICULTURAL LIMEESTONE 2 TONS/ACRE ~ NV. N RPRISES LLC THY E TE . 747 ~ 1 x~- DB 1206 PG f 2 ~r1P GENERAL NOTES:
~ 4.85 . ~ s ~ + ~ 0 ~ .o + 0 4 + ESPA'(.
N YEAR ROUND FERTILIZER 10-10-10 ANALYSIS - 1000 LBS/ACRE . 0.83 AC. f 2 B.O. X + N 1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FlLL AREAS PRIOR TO PLACING FILL. ANY QUESTIONABLE OR UNSUITABLE SOIL
' A MBLY + k . ~ 4 ~ ~ ~ ~ ~ .r' r~`.- J CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
YEAR ROUND MULCH 2 TONS (APPROX. 80 BALES) SMALL GRAIN STRAW/ACRE ~ ~ s ~ ~ 1.28 AC. ~ ~ ~ f w 5 k0U xkh~ 2. ALL FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD
f J . F _ ~ ROCK CHE f ~ ~ (f~ 0 HE6K''' PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
YEAR ROUND ANCHOR TACK WITH LIQUID ASPHALT ~ 400 GAL/ACRE ~ 1 ~ r 08.84 4 0 o~ DA~I .r ~ ~ k - 6' x f ' 3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS IN ACCORDANCE WITH THE SPECIFICATONS WITHIN 21 CALENDER DAYS
OR EMULSIFIED ASPHALT ~ 400 GAL/ACRE . k / k i ~ ~ INV. + . ~ 0.65 AC. ~ x St' q~ , OF COMPLETION OF GRADING WORK. UPON COMPLETION OF THE PROJECT, THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS
~ ~9. ~ ~.2 6 3 . 2 45 ~ . 1. ~ ~ 9 . ~ 2 t~ o k kq~ ' a~ ,p ~ , . L9 ~ ~ OU1llNED IN 1HE SPECIFICATIONS. ALL DRAINAGE PIPES SHALL BE
TEMPORARY SEEDING: i B ND ~ ~ ~ ~ 3 r ~ • 8 ~ ~ ~ r V s + . 0.92 AC. ~ ~ ~ , ~ CLEANED BY 1HE GENERAL CONTRACTOR TO REMOVE ANY SEDIMENTS THAT HAVE ACCUMULATED.
DATE r ~ 5 ~ v 4. ALL PLANTING AREAS SHALL BE BACKFlLLED WITH TOPSOIL AND RAKED
APR 15-AUG 14 GERMAN MILLET 50 LBS/ACRE ~ ' 4~ 1 DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR M SEEDING AND PLANTING.
M ` ~ „ „ ~ ~ 0.61 AC. G 9 r a~ x t1~ O ~ 1 4 ~ _ i°o 0 5. ALL UTIIJTY TAPS, CONNECTIONS AND EXTENSIONS SHALL BE DONE IN
AUG 15-APR 14 RYE (GRAIN) 50 LBS/ACRE ~ ' : o. 4 ?0 h J 1 k o o~ 1.19 AC. k ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES.
. ~ ~ ~ + 661.04 .p+,. f ~N ~ i f f ~ yg~Z 6. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE.
YEAR ROUND FERTILIZER 10-10-10 ANALYSIS 400 LBS/ACRE : L ~f~ .f.f f _ 2 PVC ~ ~ ~ WATER MAIN M f i~ ~ ~ «t A 20' DRAIy~4GE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND COORDINATE CON- NECTION WITH PROPER AUTHORITIES. CALL "ULOCO" 48 HOURS BEFORE
.f , . ~ r~ 0.64 AC. f f + x~' V' W 1 EASEME~~ ANY EXCAVATION IS BEGUN.
~ 0 0 6 ,r i b~ r ~ 1 . . x 1 rn 3 t x~: , o . . < 1.26 AC. `~o 7. ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS ARE 1HE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
o F ~ 88.97 k 6 8. NCDOT DRIVEWAY PERMIT IS REQUIRED.
~ a x:• 6 PLUG + ~~f kb' x8~' JOHN SCOTT WINFIELD 9. NCDOT ENCROACHMENT AGREEMENT FOR UTILITIES IS REQUIRED..
~ y - ~ ~ TAPPED 2 5 TYP. ~ 5 x x • ESTATE FILE 01E/362 0 10. NO11FY NCDENR-WASHINGTON PRIOR TO COMMENCING CONSTRUCTION.
~ ~ 0.66 AC. RIPARIAN ~ ~ o o~ ~ / 3 k o~ 1 0 0• rn _ 3 FILL ~ RANT ~ 3 BUFFER 33~ INV. ' ESTATE FILE 71 E/192 ^ N PHONE: [phone]. L 11. ALL LOTS SERVED BY CENTRAL WATER SUPPLY AND INDIVIDUAL SEPTIC
~ x ~ ~ O ~ N y-...,. x 1.32 AC. ASSEMBLY ~ o~~~ ~ ~ ~ , ~ 3.25 DB 779 PG 92 ,n DB 779 PG 644 SEWAGE SYSTEM.
• 722.15 . w 3 xs~` ;~a~ ~ DB 779 PG 646 12. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM
~ ,~s `1 ~ ~ ~ o K~k~ MB 21 PG 53 1988 AND ARE RELATIVE TO MEAN SEA LEVEL 13. AN EROSION AND SEDIMENT CONTROL PLAN SHALL BE APPROVED
0 ~ . . s. ~ N ~ 0.69 AC. , 0 4 3 AC. 3424 N~ cP x~'~ PRIOR TO CONSTRUCTION.
~ h ~ . ~ .J x • •t. 1.42 AC. ~ 0' ~ ~ • ~ ~ ~a s~ a3+ , NIP 14. ALL ELECTRIC LINES SHALL BE UNDERGROUND.
i ~ 7.97 9 ~ x~? x~,3 INV. ~S 15. A STORMWATER MANAGEMENT PLAN IS REQUIRED.
30' AREA OF CONCERN, TYP. ~ k~ EDGE OF M ti•+ V - 6 PVC 3 0 3.00 '9s 16. GENERAL CON7F2ACTOR SHALL VERIFY INVERTS ON EXISTING STORM DRAINAGE PRIOR TO CONSTRUCTION.
COASTAL MARSH ~ ~ w . ~ t~ WATER FAIN ~ ~ ~..r•~ r11~~~~~~~ i 17 !~A\ITD l1 l~TAD CLI X11 GIRT /~A11\IC\I/~~ l~A~ICTDIIl~TAAI AC I~IAlLD \I AIAIC
~o^ 1 r~ ~ -ter ~y~ ~ L/~ .rr .hi rr • r~r• r j ` ~ cp O \ 0.71 A( ~ 0.71 AC. 35$''v ; ~ ~ ,`~~12 / / / c) ~ o~v~~/ ii. ~.vi~~nn~ivn ~nnLL i~vi ~.vmmuvt,~ w~v~~n~~,iiv~~ yr nni~i~ mnu~~ OR SEPTIC SEWAGE SYSIE~IS PRIOR TO APPROVAL OF ALL PERMITS.
x ~ ~ J ~ ' `ti 1.74 AC. . ~1 9~i } - ~ 20' Qf2AINAGE 2AINAGE zg K 18. POTABLE WATER SUPPLIED BY BEAUFORT COUNTY WATER DEPARTMENT.
K 1 .,'y' r R L 90.08 8 ~y'g k~:t1 bb, ~ ~SS`SS2\ ~I~S~MENT TENT °~os 19. WETLANDS HAVE BEEN DELINEATED AS SHOWN ON THESE DRAWINGS.
• r`~ a THE ONLY BLUEUNE STREAM, AS DETERMINED BY NCDENR-WASHINGTON, 90 O IS LOCATED ON LOTS 71 AND 72.
• ,b END DITCH FILL o FE 0 0 0.80 AC. 423 82 EX. DITCH TO BE ~ DISTlJRBA CE ~ / 9~ CLEANED OUT & ~~Op. N'' ~ INV. / 644
`O~ ' . ' 0 RIPARIAN o • ~ f 6.10 'cs I , • . . 1 AC. k~ ~A
x . ~ ~ a~ FILLED O~ ~ ` 3.23 N~ 1~~$ ~~o TYPICAL LOT SETBACKS:
o`~ 986.79 k y~Q t"'` ,;nk . ~ U 5 4 f \ 5~,4,(f~ ~9' `,1 xo'6~j°j6 91 ~j0 k0 FRONT: 30'
f .k_. SILT M . ~ . }k96 ~ a v, ~ ~ 6 k SIDE: 10' DITCH cP
M ~ 1 ~ x FENCE . f s J~ `~`~~*tig•gg q , ; . yQ ; 4'" z8 S s~ 6 ~ EX. DITCH ~ ~ ~ ~,~,g . ~ 6, 0~, `~3~2, x°~ 5 685 9~ 5~ ~~,t ~ TO BE 3E 6°' moo- 0.60 AC. REAR: 25'
~TYP. { L. 2.10 AC. ~ ~:f ~r L ~ - - x•. h.~b~ ~ i2 p4 ~ CLEANED ~ ~ ~ , ~0 ) k ~ 9~ OUT & FlI~,tL ~ INT. ~ - ~ ~ ~E 5.64 pa92 AC. _~r ~ x ~NV. .+C be, ib~ ~ k6,9 I .o ~ 5 ~ ZO J g 4NED
J ~ . ~ ~ 42.88 ~ ~ ~ ~ r' ~ 10 ~ ~ t~ & Fl l~,tLED "oa, ~ . xo'
r ~ . ~ 1 .k 4. ~ 0.62 AC. 's~ ~ ~
I WETLANDS ~ ~ ~ , ~ f $ LINE TYP. ~ ~ i ~
lJ~ ~ ~ ~ f ~ r r o J K r. r f O o ~
~ ~ ~ i 2.14 AC. ~ ~ •o 0.64 AC. ~r 6~` A~. bbtl
NORMAL WATER LINE, TYP. S?33 14 i M 10' UTILI
6 .4- ti. , - ri V 2~ 0 ~ ROCK CHECK xb• ~ - s L 6 ~ , 4 ~ ~ ~ ~0 0.66 AC.; 6' 0.98 AC. p~6• j "~~E`~--- - DA~1 .~ti i9S. ~ ESMT~,~fYP. SITE LEGEND:
2~2~, ~J ~ a: ~,i ~ ~ - 5 x , tra' ~tslJ~ 063 ~ _ _ ;.F. X; `~p0 ~ -7G- CONTOUR
is ~ 6 . P SPACE ~ - - ' " ~II~ETLANDS ~ ~ 0. ~{J AC. I ~ ~ x ?0.()i;; SPOT ELEVATION
I ~ / . K V ~9. ~ ~ ~ 1.79 AC. ~ ~ a . . ~ ~ s - ~ SILT 'S O c~ p0 , { ~ FIRE HYDRANT
H . ~ 739.96 ~ ~ .Q ~ys^ .•s. i.. I " ,1' 6`~ `sue' I q4 R .~9 •~A~1~ ~ ' c9~ 'N`~j ~ 1.20 C. FTEvN~CE. 0~~ ~ g0'~~ ~~c~ H WATER VALVE
~ 2 8.0. s 1,~ ` x a;t `vI , I~~ 1 9 .c s., , ~ ASSEMBLY AA Q ~.~L Al.. ,~3 k>n 3ti? f r 1.. ~"!~y 4k may, oo ~ 111-. O ~ ~ PP POWER POLE
r ~ ~ /y!~ c . r' E ~ V ' Y • 'Y s ~r ~ ~ - 2 6~ . ~ ~ 5 ~ 1 1 rb ~...3 ~O A os hob 2 4 ~ b~ x. :2 0. ~ ~h A ~ FLARED END SECTION ~ py EX. ~11T2}i STORM DRAIN
gyp. , .l ~ , ~ ~ ~ 1~ ~ ~ ~ WATER MAIN
1• k~`- i ~ 1.26 AC. ~ . ~ FI HYDRANT ~ 1 ~ t~ x , . e 487 0 c~ ~ 0.97 ~,C J t ~ E DITCH ' k~~ •OO, k #9,, R ~ yx?'~ Y ~ 9 = - E ELECTRIC
~ ~ ~ ~ ASSEMBL ~ ~ to f 6 ~ r 6 \A. 6) ~`4 _ i 2 ~~~o' k3~;~ CLEANED OUT~,o :•'.•.:Ai[L:~:.. ~ pJ~'~~ p4 d:~~ 1 ~ & 1.28 AC. & FILLEq ~ S~~ y5~ \C~~ ~~p/'}~•i*t ~ x ~ ~ _ 4~,~~ X SILT FENCE
r 5 9 1 k ~ 4~ tip:; AREA OF CONCERN
50' RII~ARIAN 1 1.1 ~ ~,J ' 1 W f ~ ~ I ARIAN f LIMITS OF ~F k "n. 9 -a* is_ , rb , 'lam , ~f~IW VJ•Y~;• 1 ~S ~,1'~ ,LQ ~ y. °i se f ' a ne ~ N ~ X".'........ v .r -y0 ~ / \ - - 50' RIPARIAN BUFFER
BUFFEIk, TYP. v f N " 6 PLUG . , . 6.47 TYP. DISTURBANCE ~o ~7 AC. " tBANCE 3~,.,_". I ~4 ~ k~e, 22 ,l ~:~~~A~~~ 6 \ f G ~ ~ O ff. p~0 ~ \ ' ` WETLANDS LINE AREA OF DISTURBANCE
TAPPED 2 ~ 401. ~ ~ FORCE MAIN
G W : ~ ~ ~ INV. V x.~:. ~ '1 2.2$ A~C,~~~°'
-A x .r ~ 4.32 0 ' V ~ j ' ~ r ~ ~ ~ ~ 'f ~ o, k~,. 11~ hpU~ ~0~l~ PILE OO ~•O "4fj1 k 7 0 s-a~' ,~,,n
P U N G 0 C R E E { ~ EX. DITCH TO x .E . ~ 0 r ( 0 Y~` ~ I D ,F+ BE CLEANED ~ ~y~ 1.56 AC. ~ ~
\ ~ } LLlr a~ 0.99 AC. LUl . ~ OUT & FILLE ~L. HYD~'N \ 293.89' / o~ x '`9 ~MBLY ~,>5 k.. ' x ~ .ads 1.75 AC.
W r /i 1 ~ ~ ~ ~CQ `N _S FILL H R T 6g I ~
' ~ ~ ~ F. \ 6~ 9 , i J Y b. g ~ o ~¦.r. x 6 O~ - ._A° ,~L i C M- O.2% 18° 'y ASSE ~Y x k. ;p91 ~ ay t,g ~ ~ FE ~ ~ ~ 1.86 A ~ g 8 00' DRAIN E i
1.39 AC. k ~.ss ac. l k~0 k~k5
CONSTRUCTION SEQUENCE: ~ i' ~ ~ 1.49 AC. /~o,~ l / j /
1. INSTALL SEDIMENT FENCE, SEED, AND MULCH ALL DISTURBED ti- ' a'h ~ s ~ ~ ~6~~, ~ 50.00' 50.00' 60.00' 65. ~ T. ESM 2.03 AC. `1- x"~ 0.60 '
F LAND IN THE N.O.V. AREA. , ' ~ 1.22 AC. h ~ 0 ~ ~ M - 1.32 AC. w",~ 9'/ r AC. 6" PVC %q2 WETLAND LINE{ ~ J ~ F
2. OBTAIN AND POST A COPY OF CERTIFICATE OF SOIL EROSION k ~ r ~ ~ ~ / /1•~ p~, . J ~ _~c__~ .rte yM/ y ~ 1 ~ ~ f V 6 O E'X.'~flITCH TO BE ~ t' ~ k~61 WATER Y ~ ~ _ 1.9~ AC. %"1 TYP. A p~91 t ~ .
AND SEDIMENT CONTROL PLAN APPROVAL. NOTIFY NCDENR CLEANE~'OU~--& ~ MAIN 2 / k°~ DRAINAGE 1 56 ~j. / FILLED X ESMT.
DIVISION OF LAND RESOURCES, WASHINGTON REGIONAL OFFICE AT 252-946-6481 PRIOR TO COMMENCING CONSTRUCTION. (nom 1 1 ~;a- 68 . ~ ~ 1. AC. Qv ,
k t f ti ` 'f~ J ' , x xb "x'61 xg°j a ~ 6 ~ 6 3 6 4 ~ ~ ~ 5 ~v~~
3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE/EXIT, INCLUDING GRAVEL ENTRANCE. ~ ~ ~ ~ w' OUT PARCEL N"~ ro'~ ~ 1.5~ AC. " ~ ~ S~162EADER ! / ~ ~ I ~ I 1.96 A~. 1.74 AC. 1.12 AC. 1.11 A . ~ y A f ~ r ~ ~ / ~ / / . ~
4. CLEAR LAND ONLY AS NECCESSARY TO INSTALL TEMPORARY .,ter :
EROSION AND SEDIMENT CONTROL DEVICES. AS 9 x k~ K N / o-'9 y3 s -JOHN SCOTT WINFlELD - ,yam ~~,o ~ ~ x r SILT • . s~
CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION l ~ 1,,: ~ ti ~ ~ f :~~"r-r .-r- . ~
AND SEDIMENT CONTROL DEVICES AS NEEDED OR AS 97.43 ~ 1 ~ f j•' ate, ~ X ° E D 12/04/06 CHANGE HYDRANT TO FILL TYPE EHA
E DIRECTED BY THE ENGINEER. ~ ~ 5. STRIP TOPSOIL & STOCKPILE ON LOTS 22 & 23, 91A-93A, AND THE /fl. ~ .ry x ~ , ~ ~ ~ ~ ry - ' ~ ~ k~e gam. 0 0 ! `TYP/ ~j. / tip' ~ ~ obi. ~ ~ g l ~ ~`0, / W
~ ~ : h . , t ~ / ~ J r AccESS 4~ x' J `W 69 i.. REVISED DRAINAGE, SITE DATA, AND ~ ~ ~ 10/25/06 NOTES BWW
OPEN SPACE FOR LATER USE. 0 LF 24 r'f N 4~ X, fig` ~ Y*';~- An,,yp ~ .S' X~'' ~ x,.z o ESMT. ~,~f0 .x.~. Z~G/~y]V~E~TLANDS )5 ~ .
6. INSTALL SEDIMENT FENCE AND BEGIN GRADING THE ROADWAYS & LOTS. ~ 7. INSTALL DRAINAGE PIPE WITH INLET & OUTLET STABILIZATION. PP J . Yoe ,~,r.~r.1.~.:~;`. g 10/11/06 REVISED ROAD GRADES SLJ ter: ~ ~ j . 9.I.' /
x . ~ ~ _ _ . M WET~.ANp . 9, in ROCK CHECK _ ~ f
8. GRADE DRAINAGE SWALES & DITCHES. INSTALL LEVEL SPREADERS, J c~?~S o~v ~ ~ Y ~ ~y z ~.BAi~71 0 ~ INV. .~o~.?. '~y' iope .°ry ,e ,~q~? k y~,_~ DRAIAt~t~GE ~ EX 7t 0.0 t . ~ . 0 • //'yf ,1 A 6/19/06 ISSUE FOR REVIEW BPB
ROCK/SILT CHECK DAMS, AND TEMPORARY SEEDING. i t k k~y, 3~' ~ ~ . 2.90 83.63 } ti-- •.e. ~i 4: VG~ETLANDS ~ ~a. . i', ^r x1 Y ~ k Nt:.. t l~
9. INSTALL TEMPORARY SEEDING AS NEEDED THROUGHOUT THE 21.62 r 6 ~ 20 R INS DA v e `~'.7 . {'1 r ~ :''ter- . _....w. , a DRAINAGE ~ x~ ~ ~ ti do / 6~.. ~ f~~~ ~ N~: DATE REVISIONS BY
CONSTRUCTION PROJECT. 9 1.00 , 8 . 12 1 ~ 'k 9 5.94 8 EASEMEN . •~r :ASEMENT ~~A y xs ~ •~~l
10. INSTALL WATER MAINS AND SEPTIC FORCE MAINS FOR LOTS WITH F x~ 1~ ~ FF , F _ kp • 4 ""T ~ ~ ~ 1~ ~gt~ p• x ' ~ ~ }
p OFF-SITE SEPTIC SYSTEMS. 5.24 ~ . 2 ~ 'cry ~ . . x~ ~~`,i D THE
11. BEGIN CONSTRUCTION OF ROADWAYS, INCLUDING THE PLACEMENT OF AGGREGATE BASE COURSE. ~ 1... r ~ k w' k~'' p$ 't .,,,,,s. LF 12 y : ~ ~ ~ . MCP I~./... /xU=
12. COMPLETE COMSTRUCTION OF ROADWAYS, INCLUDING PLACEMENT OF ICI f ~ . oa ~ 36 RC : r 7 ~ ~ i 1 ~ k- a~ .1 i 0 . R1 ARIAN ~ ~
ASPHALT ~ ~ ~ P BUFFER 3.50 r ~ r n • f , .f J ~ - EAST
13. INSTALL LANDSCAPING AND MULCH AND SEED ALL I, ~ „ „ h E k i .t; ,r ~ 18 RCP ,
DISTURBED AREAS. ANY SLOPES LEFT EXPOSED WILL, 4, ~ } ~ w k ~ ! ~ k f , • i GROUP P.A. ~ ~
WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE %i a i3 r ~ 'S k -PAT ~ ~ . . EDGE OF COASTAL ¦E~cgineering¦Architecture¦Surveyting¦Technology
OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH ~ TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR • MARSH Suite 205, 145 N. Churoh St., Spartanburg, SC 29303 864-591-3334, 864-591-3343 (Fax)
STRUCTURES SUFFICIENT TO RESTRAIN EROSION. . ~ ~ r` ~ ~S { ^ ' C Box 7305, 324 S. Evons St, Q~eenvill NC 27834 252-758-3746 252-830-3954 Fox
~ 14. UPON SITE STABILIZATION AND INSTALLATION OF ALL ~ ~ --^4. a J ~ "1 ~ ~ 8 ~ r • ~ ~ y- ~ -~~.a 6 ~ ~ , S ~ ~ 0 ~ L r rte.. ~ ~ V ~ PROJECT TITLE
PERMANENT EROSION CONTROL DEVICES, REMOVE ALL ' f gb V . g ~ ~ ~ 9 ~ EW BOAT RAMP i ~ f, \ \ ~ X55 96 C
TEMPORARY EROSION CONTROL MEASURES. • ~ V G ~ h~. . ~ ~ ~ R V t r 1 ' k ,r`R ~ t I P ~ ~ ~ t k ~ O ~J r ~ O • ~ • 0 X50
~ ¢,s, i O 4 1 ~ f ~ o; ~ ~ . p • ' • ~ WETLANDS ~ . '°5°°' WI N FI ELD ESTATES
{ ~ • J ~ ~W,13.~ It (~)4.4 . .ti ~ • ~
MAINTENANCE PLAN: i t ~ f . NIP ~ ~ -
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE ..3~' r ~ • (36.9 / Q Bath Townshi Beaufort Count , NC
CHECKED FOR STABILITY AND SEPERATION FOLLOWING EVERY . X . ~ ~ ~ ~ 90. 00 DRAWING T1TLE
RUN-OFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE 1• , s~ C~j D . h 77.91 S
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. O 1. ~ N L70 ~ ~ • 0 o .9 ,
B 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT '9 6 S , .J s. B
FENCE WHEN IT BECOMES 0.5 FT DEEP AT THE FENCE. THE 3 y;~ Erosion and Sedimentation
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO GPS CON N = 64 PINT - 8 SPIKE ~ ~ ONTROL 0 BPS C 30 AREA ~ r-~~.~ T GRID 9 - 4 116.305 F . d fi 5 F TYP. 3 0 CONCERN .2
MAINTAIN A BARRIER. E = 2 6F S - 919.462 FT. GRID - 2 fi81 CREEK Control Plan
3. EROSION CONTROL MATTING SHALL BE MAINTAINED UNTIL ALL V. _ ELE = 4.83 N AVD 1988 _LEV. SCALE DEPARTMENT
WORK IS COMPLETE. AREAS SHALL BE RESEEDED AND AS NOTED CIVIL
AND MATTING SHALL BE REPLACED AS NEEDED. DRAWN BY DATE STARTED SHEET No.
4. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT WILL BE SLJ 3/27/06 2 OF 10
INSPECTED PERIODICALLY. WHEN MUD BEGINS TO BUILD-UP, THE ENTRANCE WILL BE BLADED OFF REMOVING THE MUD. . . CHECKED DRAWING N0.
i
A 5. ALL SEEDED AREAS WILL BE FERTILIZED, RE-SEEDED AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATION IN ~ A APPROVED
THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. » > » i i PROJECT NO.
~ 20050327_ tl CONSENT OF EAST GROUP, P.A. IS S1RIC7LY PROHIBITED. COPYRI 1HE EAST GRWP. P.A 2006
15 14 13 12 THIS DRAWING IS THE PROPERTY OF THE ST GROUP, P.A. ANY USE, REUSE, REPRODUC710N, DISPLAY OR SALE OF THIS DRAWING WITHOUT WRI CONSE 2 ~
I
x

x
2 1
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D~ Ch . 4r s ~h ~ 9 . f~
l~ 1714 ea . ~ ~ a ~r 1 6• ~
o~ . ~ •6 ,
s 1715 ~ X o~ t • 5 i X 5 0 8 5 6 1 • f g ~ ,
1718 5 ~ x
/ ~ r °a ~
1759 S . ~ 0 .m 0 r t / s ~ ~ ~ / ~ r'.
• 0 , . (p J k 0 1 ~3 1 RK ra.~ ~ 7 / x 1• 1 1 ~ ~ ~
Cr V ~ , eek R d. ~ ~ ~ NIP 0 P 1 ~
17fi7 ~ • ~ s~ ~ o ~ , 1733 cA ~ ~ / j ~ r o ~ SITE LEGEND
h 5,, ~ i i Cre ~ ek i 0• 4 1 1 ~ ~4 ~ • ~ ~ k,~ ` / WETLANDS LINE
~ ~ 1716 ,AV V! ~ i xqy, J 1 . ^ ~r j ' % % ~ ~ ~ RIPARIAN BUFFER
~ r a ~ . q rte' • k f r i o.s4 AC. o ~ ; ,,r . ~ / / s AREA OF CONCERN
Hoff c~ ~ _ i ~ C5 ~ / W W.-- ~ ~ r CAMA LINE
A ~ ~ r~FF ~ \ /off ~ ` ,r°X NORMAL WATER LEVEL
~ :~J 4 ~ a , x1- NEW SILT FENCE
~o ~i ~`'"ti. 3 ~ M/y~ ti ~ ~ r ~ E _ ~ ~ V ~ ~ ~ ~ ~ ~ ~ WETLANDS TO BE FILLED ' ~ ~ ~O 0.013 AG (TOTAL)
~ ~ k~. ~ Q f 0. AC. ~ ~ ~ ~ ~ ~ f°
~ ~ ~ ~ r y f - Fi°~~yy ~ ~ ~ ~ ~ ~ r ~ , ,r ~f ~ •
t ~ "ti ~y S T J' A F r. ~ ~ J' a ,~P , V p5 / ~-~PN
' 1 f y F. .y ~ ~ ' ~ ' ' ~ !r 4. ~ i:~. ' s. ~ x J ~f r % _ be
• m I 3I; k~ r .R " 'a i~' 1 " ~f ti. r ti, ~ w. ~ ~ : ' - ~ ! f 1~ / N
i [ i ? ' a^` J E}; E f ( ~ F ~ l (f 3 ~ t ( L'
,Hip I~ + r.. 1.02 AC. w F i~ ,7f ~ k ~ x:~2~ \I/
w i ~ ~ h r k ~ ti. ~ c /
k 'YK' 4 ~ ;b~ .,r ~ ~ / ti. ~ / 1 (.r~ ~ ~ i ~
l ~ ~y' o~ y ~ ~ ~ r, 1 0~ ~ .~c
~i ~ • ~ ~ l .f' a'~ ~ W _ E AN ~ ~ D ( _ . 1 S I ~ ~ 1.20 AC. ~ ~ 9 / l ~ ~ ~ ~ / ~ ~ ~ ~ ~ ~ i E ~ ~ D 12 MPRSN
tib r I r~ l ~ ~ ~ , ~ ~ 1• ~ / 1 ~ 3 D 73 Ri , ~ i1 r
~ _ INV. 3 ~ ~ ~ w , . ~ ti 1 . ~ 1.00 ,i ~ ~ / SILT ~ ! ~ f{ 5 FENCE NE
4 ~ ~ f j a a ~ w ~ ~ rr ~ / j 1 TYP. ~ ~
~ rd : ~ a~R ~ ~ ~ EX ,y . DITC ~ . TO BE i r ~ ~+"F 1 l ~ ~ti / ! . ~ ~ ~ ~ ~ 0 1 e ~ ; ~ f ~ ~ ROCK SILT a 02 ~P M
r ~y ~ 4 ~ ~ AN ED OUT & CLE r ~ ~ 0 • ~ Q y ~ ~ CHECK DA o~ Ff ~ NL ~ f i
~ ~ FlLLED + ~ R~,.. E ~ 0.97 AC. ~ a ~ k ~ k~' ~ i ~'ti E': ti ~ k - ~ ~ ~ , EX. GRADE_
ti~ kk~ ~ (Ii 1 . 3 it i t~ ~ Q ~
~ 1 ~i ~ ~ k ~ P 'C x k~~
1 ' a ' ~ f / ~ f ~ i ~ ~ ~ ~ WETLANDS LINE, ~ ~ ~ / ~ ~`j / 2 SELECT FlLL
~ x ~ y ~ ~ i~ ~ ~ ~ P ~ f . ~ 0 ~ ~ y ~ o RIP RAP ~ ~ • . TYP 36 CP ~ UNDERCUT W/ FABRIC
~E fRa 1.28 AC. ~ ~ . ~ t p o o ~ J ~ i ~ . ~ ~ ~ W • ~ f ~ ~ ~o ~ ~ W FE S
E V~ . ~ / ~ `"n-~.. • ~
~ t ! J - ""~„r ~ ~ ~ ~ / ~ SILT ~ ~ ~ i ~ 1 PRIVATE DRIVE
l ,t . . . + I l k~ . ~ p i FENCE i ~ 0 ~ O~i 3 • 1 ~ R C1.1 N.T.S.
J ~ ~ ! ~ I ~ ~ 1 ~ x i bg4 ~ t ~ , ~ ~ ~ TYP. ~ , ; / ~ G r ~ ~ f
k ~ ~ . r ~ ~a k~ / / i / ~ ~ ~ $ ~1 ~i ~ 50' RIPARIAN BUFFER, / ONCE. ~
I ~ ~ ; Q ~ • ~ 1.07 AC. • • • . a ~ ~ . / , / / . ~ r' ~ ~ TYP. / -J' .
\ o ~ .o~: 3 ~ ~ . • t . 1 1 ~ ~ 4 0 . ~ 6 ~ f,, 5 S TO E .
\ i° i ~ ~ I1 i a1 ~ x~' • l' / V, / ` FILLED 29 SF y-^„" P~ ~P~. r,
i w.~~~ \ I 1 . . . ' f_
~ x ~ ~w , ~ \ ~ ,k ~ , G 1 0 / x~ / 6 • ~ , . .yo.,......_. ~ 5 / ! ?fit • J ~ ~ . Oc ~ k .r-~ ~ . ~ ~T -
I x / . ' ~ , / ~ r . a / / x''~ ~ / i
S ~ f . ~ / ~ C . ~ K
~ ~ i ~ o o~ f o., W/ psi
1 ~ ~ i 6 J~ ~ ~ ~ i i
II t ~ ~ r J~ ~ ' I ~ . WE DS TO B )S TO BE ~
1 I \ ~ G ~ .ti ~ 3.89 e ~ ~ ~ 29 ~ ~ i~ 1 G J 1 5 ~ J ` ! X FI D (283 SF R40' 3.50 ` ~ l 6 283 SF) ~ 1-J ~ ~ / -
~ \ , ~ / y f / r f f.-•' o ~ l
~ ~ ` ~ / ~ ~ \ , I ~ „ • ~ r' ~a1 7'",~ ,f x r f• / l
3 xby~ 1 1.86 AC. ~ ' ~ ~
\ ~ r~ ~ .50 r i 2 ~ f' ~ r~
• ~ O. / 1~ ~ N ~ IP f 7 1. pig
1. , ~ sn~ i ~ Y~ .O 5 E 6
~ 5 1 O• ~ _ _ 0 .w. - ~ ~ _ 0 ~ / - ~ ~ ~ t - ~ 00 5 60. _ t .00 • % •.w~ x41 f ~ f ~ , • • ~ 2.03 AC. J f a / ~ - r 4
u~~: ~ - - - - , s. °s ti . r- ~ ~ 20 DRAINAG s' i'' . ~ ~ ~ IG ~ ~ J f r' l 1 ~ 11 A C . ~K , ~ RIP RAP / h~~
ESMT TY . ti. 1, ~ ! i Y • • ! f
r ~ }fig ~ i ~ i i f . . i' ~ ' ` - / ~ ~ 1 rt` , {1.56 AC.
I / ~ I ~ ~ ~ r, ~ 1.91 ~AC. `41 `
..1 x . ACCESS - . ~ S0 s~ 4, ,r - f J • 4~~ t .,CESS ; -~J ~ ~ i / ~ _ ~
ESMT. TYP. . - ~ fi~ ' ~ t ~ / t f a. ~ r / . ~ ~,r~ f , ~h / 1 CII t ~ ~ , ~
- 1 I 1 L..~ 1 _ J~J ` • • r``.. 1, AC. ~ 56 i ~ y,~~ ~ ~ I i ~ ` i
f i ~i xy, r~ f
N I F € ~ ~ ~ r ~ I ~ jI i ~
o ~ . rr• I' • ~T ~ r J ~ r~ t.:1 V.. f ~ 50~ RIPARTAI~ BUFFER, ~ TYP.
~ kw„ r i }~.2 ~ ? f / i, r / h f i S y.
e ...y- K ~ / ~ FE ~ f ( r it 4 ti, _ _ -
,.a Ybe.~ hgl AC. 1. 9 N r ~ r ~ J ~ - 3.00 'J ~1 - `a~ \ ~6 ~
J ..a~: ! A 1.96 AC. 1.1 i A . r' r - r r~ f ~ , 1i A . ~ ~ ~
1.74 AC. 1.12 AC. t 0 h ~1 / /J• J ~ f 1 L . . ~ /.J' . AREA OF CONCERN. ~ ~ ~ ~ ` `
I A~~ } I f # ~ r . . ~ JJ ~ ~ " / . O • -J" ~ ~ , J ~ • • ~ JJ' f
r ~ r . f `
. a~' ~ .r • n ~ ! Fr v' / r'` ~ • i / f r _ ELEV. 3.0 ~ ~ ~ G
4 ~ t ~J' I }r~,~ i k ~ ~t,.` 1 J r } / 0 f "J ¦ r • i. ' / r / ,~,..y' / f fr k ~ ` FILL `1`0-~ - _ _ ~ 2.80 ~ ~
A AI R D ~ r - M •1 ~ Jrl S E ~1 ~ 1
I k~~ FE ~ / ~ ~ f• . , . 0 r - ~W~ ~ r _ - - i - - - - X - - ~ T,
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r ~ ~ r ~ ~ r, r • TOP ELEV. 3.25 ~ O END OF RAMP ~ F
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1 ~ ~ ~ ~ `1 / J} I I r 1 . SL ~ ¦J ~ i r,F r' J ,r ~ ! P~ ~~NE `~~Ll BOAT RAMP (15'x60')
~ • ~ 30 DRAINAGE rr ~ . - FENCE k ~ ~ 1 ~ f.. ~ ~ ~ / /
~1 W _ ES TYP. t ET LA ND ~ S ~ ~ h~ ~ ~ ~ ti ! ~ 4• _ r'" , f ~ ! d . r' ~ c ! ~ r / ~P~ i NORMAL WATER ~ E
n e f ~ x ~ - - ~ r k i ~ • ~ t I(`~ 1 \ 1
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~ f a 1 i tiU 1 ~ it 1 ,r i • J r 1~ REMOVABLE DOCK STORAGE
~ ` ~ f~~_. rt .t : rr BIN, TYP. ~O, 10. 10~ CORNER PILINGS TO A 9/15/06 ISSUE FOR REVIEW SLJ
~x ~ ,t a ti t t ~ ~ _ t ~ f 1 ~ may. r' ~f J • ~ • • • • . • • J ! N" fJ' ~ . ~ 1 ~ r / 50, AiCCESS HAVE REFLECTIVE
1 N f T N fi. ~i~. ~ ~ LT yr r "..r rr ESM T. TYP. ~ ~ r ~ ~ r 1 TAPE N0. DATE REVISIONS BY i'
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f' r F F ~ ~ ~ B i +~,tb r r r P rY ,~1 k ~ ap ~ 1 r ~ ~ BOAT SLIP W/ N~~: ¦EngiTreering ¦Architecture ¦ Surveying •Technology
P ~ P ~ t R f 0 ~ i 5 I~ ~ • .'mow 2 4 ,s _r ~ ~ BOAT LIFT, TYP. ~ O O -i k (10 TOTAL)
_ ~r~. ~ r - ~ ~ k M J'' J ` € r~ d~ ~ r r ^ti ~ • ~~~5 * OPEN SPACE LOT HAS 94' TOTAL Box 7305.324 S. E~rouns St~ ~vil~b NC 2- ~ ~2~~39~ aXF°X~
~ r ~ "'gym ~o 94'x4' = 376 SF AVAILABLE PROJECT TITLE
~ ' G ~ t ~ ~ • 4, ? ~ 1 s 9 ~ ~ ~ fl~ O ~ ~ O 20'x2' FINGER PIER, TYP. * SF OF FINGER PIERS & PLATFORM ~
G i ~ 0 i ~ A i . 5 ~ i ,.ter } ~ . , = 3so sF WI N FI ELD ESTATES
i . 3 i ~ i • / ~ ~ 9 ~ 3 ~ 1 ~ ~ •
r- / f . Z • ~ • ,~Xf i ~ k ~ .r ~A \ t~ ~ ¢ \ • ~
/ . • 1 ~ ~ 6 A \ 1 ~~it 8"-10"~ ~ ~ ~ O "BOAT RAMP/PARKING AREA"
6 i MARSH ~ a. 9 i ~ I ~1 ~ 4 it j. 1 ~.t~•• PILING, TYP. O • Bath Townshi Beaufort Count , NC
r 1 •
• ~ } 1 3 ~ h 0• 1 r ~ ~ .4 1 f 4, SEE SHEET C2.1 FOR DRAWING TITLE
O S ~ O i O • • • PIER & RAMP DETAI C a m a P e rm i t
• • • 10x12' ? B
• • PLATFORM GAZEBO Pier Layout
Q~ ` ~ P_l(.H f,~,.~ • ~ • • • DEC ~ 3 2006
ti ~ ~ i t, • i
• «r . • ~q 1 X72 Morehead City OC SCALE DEPAR11ulENT
I ~ • • • ~ • • ~V! f D ~ D AS NOTED CIVIL
• • . h~~ j 006 DRAWN BY DATE STARTED SHEET No. D~~ ~ Owner f Developer: SLJ s/2i /os ~ of 2
ENLARGED PLAN
1 ~~~~-waY~~aA~-~~ H Clear Water Marketing CHECKED DRAWING N0.
~ c/o Ross Beebe q
~ 20 10 0 20' 309 Middle St. Suite 3 APPROVED New Bern, NC 28560
1 "=20,_0„ Phone: [phone] PROJECT NO. ~
~s ~ » Fax: [phone] 20050327
we - NRI CONSENT OF E EAST gtWP, P.A. IS S1RICILY PROHI817ED. COPYRI . 7HE EAST GROUP. P.A. 2006
7HI5 DRAWING IS THE PROPERTY OF hIE ST GRWP, P.A. ANY USE, REUSE, REPRODUCTON, DISPLAY OR SALE OF 7MI5 DRAWING MATHWT WRI CON 7 6 5 4 3 ' 2 ~
i i I I

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P
Q~Fo~ Q~Fo~
~o~ ~o~
CARRIAGE BOLTS 3/4° TREATED PLYWOOD
~ EVERY JOINT 2X6X6 DECKING (2) 2X8 CROSS BETWEEN 2X8 AND 2X10
NAILED WITH BRACES EVERY 8' 8'
12'd GALV. NAILS
"B" " 2X6X6' DECKING
e e e e e a e o 0 0 f, i . a
0 ~np,~ 2X8 STRINGER 2X8 4
20' ~rn'•~
2X10
I cV
3/4" DIA. GALV. BOLT
W/ SQ. WASHER
EA. SIDE (TYP.) 2X8 ~ 3/4" TREATED PLYWOOD ~
20' 20' i
PILINGS MIN. 8" 2X8 N t t
N BUTT X 16' 2X8 CENTER j N
'A' 'A' TREATED 2.5 CCA) 2X4 STRINGER ANCHORS (TYP.) STRINGERS
2X4 STRINGER
(seE nits sHr.) NORMAL WATER LEVEL ANCHORS (TYP.)
o a o e a o 0 0 o o e e e e e . e a o e o
I I SECTION "F-F" N.T.S. I ~ I I j
~ I I ~ I ~ ~ ~ ~ I I ~
M
1 FINGER PIER ~ END2 2 FINGER PIER DETAIL
CZ.1 N.T.S C2.1 L`2 ~ N.T.S. i o o 0 0 o 0 0 e e o o 0 o e e a i a e o o o e o o
SECTION "A-A" CARRIAGE BOLTS 2X10 (TYP.)
~ EVERY JOINT
~T'~~~ SECTION »B_B» ~
L L
I
K K
2X10 CAP (TREATED
.40 CCA) 5/8" DIA. THREADED
GALV. ROD (10' LONG)
.•o~ 4X6
I~-? ~D' 4X6
SLOPE DOWN TO BULKHEAD
(TO BE SEEDED OR SODDED 4X6 2X10 CAP
J COMPACTED FILL BEFORE COMPLETION OF PROJECT) J
FILL EXISTING GRADE
(AMOUNT OF co FILTER CLOTH (2) ROWS OF 5/8" DIA. X 10'
FlLL VARIES) I' N /~~j~ j LINER 1X8 ROUGH CUT TMREADED GALV. ROD
WOOD BULKHEAD MIN.) VER ~ ~ _g CO FILTER CLOTH LINER
SEE ENLARGED PLAN (THIS SHEET) - ~ ~~~~j \/j SECTION "C-C"
~~j\~j\~j ~j 4X6 4X6 TIE-BACK ~ i 4X6
I ~
~ z ~ ` ~ : ~ ~ ~ ~ (TREATED
H ~ \ u, ~ NOTE: ~ ~ .40 CCA) ~ ~ ~ ~ H
i ~ ALL VMOOD TO ~ (25 CCA 1REATED LUMBER) - ~ ~ . ~ . ~ ~ . . I
UNLESS 071iERYNSE N07ED ' ~ 4X6. o ~o
. (2) ROWS OF N
1X8 ROUGH CUT ~ ~o cv c~ x x x ~ ~ ~
BOTTOM
G 4X6 ~
"D" "D"
SECTION "D-D"
ENLARGED VIEW
3 BULKHEAD DETAIL L
L`2. ~ N.T.S.
F F
#4 BAR O 10" O.C. CENTER OF SLAB
4000 PSI #6 BAR O 10" O.C. CONCRETE CENTER OF SLAB
GR 2 ~ /2" MIN. Ns GRAVEL
CLEAR. ,o~ooooo
~ ~ ~O~O~O~O~O~O~~~O~O i O O O ~O~O~O O~O~ 0 0 0 ~o 00000
E
E NEW CON CONCRETE BOAT RAMP BOAT RA (15' WIDE x 60' LONG) EW CONCRETE GRAVEL DRIVE °D= OAT RAMP O O ."'d. - o 0 0 o j///
SLOPE CHANGE
0 X57 STONE A 9/15/06 ISSUE FOR REVIEW SLJ
ELEV. 3.0 N0. DATE REVISIONS BY
.1.' . . ~ FILTER FABRIC COMPACTED SUBGRADE
i -iii rii -III-i I I-III-~
r 5.0~ D
D i COMPACTED THE
i ~ : ~~~15 Ox ~ SUB GRADE (TYP.)
4.5't 4~ ~ EAST
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EX. BOTTOM GROUP, P.A.
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I~-~ I I I ICI I I I; 8" PILING - 2 EA. ~ 3 ¦E~,gi~aeering ¦Archtitecture ¦ Surveying ¦Technology
1 1~-I I I .I I ~ ~-~1 11. (BOAT GUIDE) ~ Suite 205, 145 N. Church St, Sportanburg, SC 29303 664-591-3334, 864-591-3343 (Fox) Box 7305, 324 S. Evans St, Greenvill NC 27834 252-758-3746 252-830-3954 Fox
- - o PROJECT TITLE
C Z C
15'-0"
WI N FI ELD ESTATES
"BOAT RAMP/PARKING AREA"
40' 20'
~4 BAR ~ 10" O.C. ; ~ ~ ~ #4 BAR O 10" o.c. Bath Townshi Beaufort Count NC
CENTER OF SLAB 4000 PSI CONCRETE CENTER OF SLAB DRAWING T11LE
4000 PSI CONCRETE 60' ~!6 BAR O 10" O.C.
~6 BAR ~ 10" O.C. 2 1 /2" MIN. CLEAR, TYP. CENTER OF SLAB BULKHEAD C a m a P e r m i t
B CENTER OF SLAB
CLEAR Mme' 6" B Pier, Bulkhead Bc
4 NEW BOAT RAMP _a a a - - °o° ~ o°o°o°o°o°o°o°o°o°o°o°'o° FILTER FABRIC » ~ COMPACTED SUBGRADE SECTION E,-E
d~ • .ad C2. ~ N.T.S. ...:a ~ - a.~ ~ ' ~ ~ ~ ' ' ~ Ramp Details
i i O' O O O O O O O O O O SCAB DEPARneENT
N Ia s7. O O~O~O~O~O~ ° o°o°o°o°o°o°o°o°o°o°o \ \ \ \ 0 0 0 0 0 0 ~ o 0 0 0 / AS NOTED civ~~
O OOO~O~O~~~~~~n~ i DRAWN BY DATE STARTED SHEET No.
I
Bww s/~2/os 2 of 2 #57 STONE i~\ CHECKED DRANANG N0.
~~-o"
A #57 STONE ~ A APPROVED
FILTER FABRIC j
COMPACTED SUBGRADE N.T.S. PROJECT NO. .
20050327
7HI5 DRANANG IS THE PROPERTY OF 7HE ST GRWP, P.A. ANY USE, REUSE, REPRODUCTON, DISPLA OR SALE OF 7HI5 DRAWING NATHWT WRI CON 7 6 5 4 3 RI CONSENT OF E EAST gtOUP, P.A. IS S7RICILY PROHIBITED. (COPYRI THE EAST GRWP. P.A 2006
15 14 13 12 11 10 9 8 2 ~
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