20061186 Ver 2_401 Application_20070407

?T
GAUP LETTER OF TRANSMITTAL
Engineering - Architecture - Surveying - Technology
P.O. Box 7305 / 324 S. Evans Street, Greenville, NC 27834
Phone [phone] Fax [phone]
APR 0 5 2001
To: Date: 03-23-07 Proj. No.: 20050327
NCDENR-DWQ Attention: Kyle Barnes
Washington, NC 27889-1000 RE: Winfield Estates Subdivision
Beaufort County, NC
I D#:
We are sending you the followin :
Shop Drawings Prints Samples
Copy of Letter Specs Payment Application
Change Order Plans X Other: Permit Application
Copies Date No. Description
1 each Revised Pre-Construction Notification (PCN) Application (revised) +
Revised Attachment 1 + Maps of impact areas (revised) + Construction
Plans CO, C1, & C8 - Full Size PDF (copies from previous submittal,
included for information purposes) = EMAILED to you 3-23-07
2 each Revised CO, C1 & C1.1 Deletion of proposed Level Spreader)
Note: O&M agreement & Diffuse Flow Work Sheet not required)

These items are transmitted as checked below:
X For Approval Reviewed
For Your Use Reviewed as Noted
As Requested Revise & Resubmit
For Review and Comment Returned No Action
Prints returned after Loan to us
Remarks:
Kyle,
We waited until the Riparian Repairs were completed before re-submitting this
additional information related to you letter dated 2-12-06 DWQ Project # 06-1186
vs.2. The additional you've requested is included in this re-submittal package.
Just a reminder the ECP & Storm Water permits were approved (last year) under
the previous rules.
Also, I've included hard-copies of an email/UPS sent to Scott Jones of some
additional information he requested from us as well.
Please advise if you need anything else ..........................Thanks, Hgn
Co ies:
Architect:
X Engineer:
Contractor:
Owner
X Other: Kyle Barns, NCDENR DWQ (via email)
Other:
Signed: 11owa1-Y 1L-hO1?
transmittal 0WQ 03-23-07
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' ~ ~ ....i a. G.r' f -a S l .~~OQ:~ FES S% • i
~ 1714 • ~ t~ r«'' , r t LIMITS G~' ~ ' ~ ;4
~ ~J ' " j i r,,.~.. i !I• ,-.w A DIS.lURBr~`rfCF 2 C P =
i 9 ~ i ! ~ 1i Y - ~ ~a f~ / ~ t I e i 1 a V~ PV~i jiJ'~ • yam. j WATER ~ •;VGINE~~'~'`'~`
~ 1718 • / e ~ a~ :i. t a a Y d
J' f i.y 1. f ~ G j"'" f ~ ~ i
~ ~ M ~ .Ni. M ~T 1 ri A a., ~ ~,y ~ r 'C ~ ' f, x111 ~ . %t~+ 1 WATER 3\
ti 4 +V 9 r.._..».~.,~ o ~ ~ ~ ~ f~ I rs.:~ .~.z tateki~ r. ,-;;t LINE , , 3
~ Cr { eek R d, ro R ~ >r ~ ~t ~ R f ~ ~ ! ~ li 1 €S r--• r
A ~ ~ 17fi7 ~ ~ a ~ s ~ ~ 1733 0 • k r 1. O ~ / -~i _ = " r \ ~ SITE DATA: I ~6J: iLS, airs, .+Et7 ~l E.vJ ~ " d30 +1.~ 't~ Pt'. i
t, ~ g~ r 'p '•e~k . ~ sa r f i ~ 1 M 7 tip! ~ - - Nfp -`'J~ TO1~Al ACREAGE 141 90 AC
v 1 / ~ U ~ .1 N ~ .~r~ n R; ~ R L D ~ -C ~ ~ I J l ~':,h ~ OPEN SPACE... .......4.59 AC.
~ t"' ' ~ ~ 4, „ a ~ . f f f ~ ! ~ ~ INV. ~ r
off ~ CJ ~ ~ .l ~ , :f 0~ I ~ 3.50 ACREAGE R/W ..............................................9.18 4C. ~ NJM~'ER OF LOTS ..................................................9?
,a i~...w.v. ~ A 'i .wFw~... \ ` ;c .Q r~ ~ ` 0 ~ . I b1 i ! ~ ~ Z LI~JEE;R FEET OF STREETS ...........................5,987 LF
r S, i~ / ~ / I 1 r. ~ I } ~ ~ AVEF~AGE LOT SIZE .....................................1.26 AC.
P ~ 0 6 u P Y S ~ P ------T- TOTAL IMPERVIOUS ' j
L t7 1 ~ c' " Q tiMAtiA i MMA/\ JI./\MM ti I .~.,...,,.,,.r. i I i ^ o~' ' y,~ ~ (ROAD & OPEN SPACE) .............4.54 AC. (3.20°0) r o'~ ~ - ITl
{YN. ~ t F i ~ i' t t ~y ?EYE J I ~ ~ AREA OF CISTURBANCE ............................34.12 AC.
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g ~ q u . .r... 9 / J a i . , -o GENERAL NOTES: ` C
r~ ~ E n i / ~ f ~°I° C~ ~ N 1. ALL VEGETA710N AND TQPSOiL SHALL BE STRIPPED FROM FILL AREAS
i x 5 1 r - `L I 2=: , 1_ PRIOR TO PLACING FlLL. ANY t~UESTIONABLE OR UNSUITABLE SOIL ~ 4~ ~t ~ / ~ n z CONDI110NS SHALL BE BROUGHT TO THE ATTENTION OF 7HE ENC~NEER.
M~~ i? MMAA 1 ~ `s MwMA ~'.'tititiww ~ t ~ i I i ~ ii t4~1. r r'~ ~ ~ 2. ALL FlLL SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD ' k '
s 1 i~ e: I ~ ~ 1 .ewnw.vY. 3 i i• ~ i 1 ~~i ~ ~ ~ j1 _.i' 'p rn PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
~ ~ :?.:.~.::...e. V s f 1 ' ! ±1 I ~,•I` = 3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTUR9ED AREAS ~ ~ f _~y ~ z;g'~~, ~ I IN ACCORDANCE WITH THE SPECIFICATONS WITHIN 21 CALENDER DAYS
nwwww.ti 3 P a `567 11T ~n ~ tle~ ~ oea ~s ~ ~ c~a t'~ ~a ~ e4s e:~ ~ T ~ ~ ~ c~ ~ ~ ~ e~ ....~vrM f i i :~1 ~ ~ r ~ y -`4,y4 ~ 'Y ' ~ ~ OF COMPLETION OF GRADING WORK. UPON COMPLE110N OF THE PROJECT,
..wwwn.. ..i...wn~. !'7 1 i Of±~ ~ .ir° ~ r '1 r ~i ~„o~ ~ 1c,E i ` ~ f . ~i' THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS ` ~ ° ~ .F:,: D OUTLINED IN THE SPECIFlCAl10NS. ALL DRAINAGE PIPES SHALL BE
i0p f N' . i ~ I K i ~ k'~~ ~ ~ ~ r - J ~ Q ~ ~ ~ ~ ~ Z CLEANED BY THE GENERAL CONTRACTOR T!' REMOVE ANY SEDIMENTS J ~ i o; I ~ I ~ ^ THAT HAVE ACCUMULATED.
~.i~ 1 d- . ~ ~ t 1
_ . ~ - 11 1 1 ~~X. DIT ~ C_ u l.ps~ a 1.07 AC. y ~ 4. ALL PLANTING AREAS SHALL BE BACKFlLLED WITH TOPSOIL AND RAKED r ~2~~si l 2 2.~8 AC. 1"OTA ; DOWN. REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR
iif ~ - f iii , ~ . ~ j ~ ' ~1Q . i ~ ~ /~D M SEEDING AND PLANTING.
q i ' ~ i II rl: ~ ~ ~ ~ i ~ 0.99 AC. ~ ' 5. ALL UTILITY TAPS, CONNEC710NS AND EXTENSIONS SHALL BE DONE IN ~ ~ ~ ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES.
A !I. j~° f i y X11 . 'V JOHN SCOTT WINFIELD . ~ ~ 4 i ~ ~t ~ ~ i ~ ; ~ ~ J ~ 6. LOCAI'ONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE.
~ ~ :ji f~; ii .i f ESTATE FILE 01 E 362 ~ - ll r 4 4s i' ~ ~ CONTRACTOR SHALL FIELD VERIFY LOCAl10NS AND COORDINATE CON- ( ~ ~ 5.4.95'
l ~fl -rt ~ r f I ESTATE FILE 71 E 192 , b ~ ~ ~ ~,~.I ~ t ~ . ~ ~ ~ i ~ FE ~ NECTION WITH PROPER AUTHORITIES. CALL "ULOCO" 48 HOURS BEFORE ~ ~ 1 Via, , 5,g4 ANY EXCAVATION IS BEGUN.
z; t:~1•~r f DB 779 PG 92 i 0~ DB 779 PG 644 R~/~ T I . .r- I~~~'O~ ~ ~ ~ -~~~29F~ ~ ~ 7. ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS ~g~~ ' . , ~1`~ t _ _ ~ ~ INT. 6.33 ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
-;}t,~ ;~N) Tl , •li i . ~ ~ . i ! ,i: a~ .gyp. r ~ h r` DB 779 PG 646 ~ 0 _ '1 .t til
. - . - MB 21 PG 53 - = f :4 _ i r~ ~ INV. ~ - % - 20 DRAINAGE ~ -...r_ qtr ~ L{1 1 I~ ~ ' 1 ~ 0.2~'~` (2) 6" 45' BEND g. NCDOT DRIVEWAY PERMIT IS REQUIRED. ' ~ ~ , ~ ~ ~ F~~P3 ~ 4~q, ~ • ~ 6" 7EE & 9. NCDOT ENCROACHMENT AGREEMENT FOR UTILIPES IS REQUIRED..
t ~ ,r'' ~f~ i f i ' i r , ~ ~ ; 3.50 _ _ a :i . `EASEMENT _ ~ , Y ` r fit:. ~ r,~ RIP 7' r f ~ ,,.5. 'ti ;.1 ~ I I i ; 'F , ~ "6 ~ ~ (2) 6" G.V. 10. NOTIFY NCDENR-WASHINGTON PRIOR TO COMMENCING CONS7RUCT10N.
~I t i I , I ~ - RAP , f ~ i ~P, ~b ~ . ` ~ PHONE: [phone].
k ' ~ 8 , ~ - 4. .r 5 , ? 6 f 0 ,r~. TYP. ! I ~ P• f ~ f ~ ~ x z-~.' J ~ ~ L 11. ALL LOTS SERVED BY CENTRAL WATER SUPPLY AND INDIVIDUAL SEPTIC / , ` ~ t ~ f ~ . I SEWAGE SYSTEM.
• .+c 5. { 2 1 ~ 2 Fl, 3 QK ~,,y Va.. r k' k 'i• h• 91. h• : ~ :,r ~ ~ •a . la r~: eta I . . , . ~ - : a~ r Y~ ` !'y ' ,r ~ ± 12. ELEVAl10NS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM
F U?.r I riC• 1 r 4 ~ r E..~;; g , 'i'"~"'„ . • , T, ~ p~ h ~ 4 RP ~ ~ ' t ~ ~ ROCK SII.~'~~ ~ 1988 AND ARE RELATIVE TO MEAN SEA LEVEL.
_ L9 _ ; • k ~ O f P' h 0 '`r e 1 r~ 5• 5 1 r y`' ~ :r~~ i ~ , ~ ~ •s ~-~i5 , - o~ti ~ mod- ~ ~ ~ W FES Y 3 ~ -L~ R ~ ,1 ' V r V ILA' Sri' F.. t'] \ ~ \~'`•C {~AM b~l ~ SILT` ay: % J FlRE HYDRANT 13. AN EROSION AND SEDIMENT CONTROL PLAN SHALL BE APPROVED , , N~l~ ` r , ASSEMBLY & PRIOR TO CONS1FtUCT10N. ~ FENCE,
i ~ EX. flITCF~~. ~ . ~ ~ f . INV. ~ ~ EX DITCH ~ _ ~ ( . , , x: 1 19 ~ . , ~ ~0 0 • 2.30 0 i f 1 , 0 ~ 1 .51~~~~ ~;f ~1, z - f~ ,p p, ~ ~~o~ oc5~,_" 'gyp, I 6 PLUG 14. ALL ELECTRIC LINES SHALL BE UNDERGROUND.
t TO BE r' ~ r .t•ti' r . • 3 2 ~ 2. 10 0 CLEANED 1 a ~ - i• 1~ O. ~ J F.. ~ ~ )t S l `I • u... .9 V a~ ~ , ~ a ou T P ' j ~ ~ ! ~ 15. A STORMWAlER MANAGEMENT PLAN IS REQUIRED.
~ ' IMITS ~ L. ~ i OUT & S.t• ti. 1 ISTUR~ANCE ~ r 4 ~ ~~I ,1' ' o. r ~ 1 I ~ 16. GENERAL CONTRACTOR SHALL VERIFY INVERTS ON EXISTING STORM
, ~ t. ~ y y ~ r ~ / ~Ii / e~ ~ ~ - 50 TEMPORARY DRAINAGE PRIOR TO CONSTRUCTION.
,•r i i - f~, _ -1 INV. 6 • .c. ~ ~ tw I ! ~ r r t:: ~ , i~ 1 ~ y ~ 1 , 11 , fy L ~ 1 • ~ ~ ~ ; CONSTRUCTION 17. CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION OF WATER MAINS f/~~ 1 A ~t A I CAITDAAI/`C no C~~Tl~ C~1~tAr~~ CVCTCIIC ~DI/1D T!~ AoDDA\/A1 (~C All DCD111TC
i JOHN SCOTT WINFIELD \ 1. ~ 1 • E ~ WETLA . C H ~ ~ F~jIRE ~YDI~#~N~G ~ ~ ~ ~I'. ' ~'~~~~~^~~va. ~ V(~ .7Gr ail. .7lr~nVL J~a iLmd ~ ~~~tn~ ~v nr~ i~v rn~ v~ nLL i u~m
' TA 01 36 ES TE FILE E 2 .9 }fy~ 1 t r, 1 2 J 1 ~ p, • 1 ~ . D 5 I R ~ . AI Y ~ N ~ A ~ G L I E L ~ C ~ i ~ ,I . ~ .ti's, • - - T. ~ -,ASSE ~ ; 1.71 AG ca 18. POTABLE WATER SUPPLIED BY BEAUFORT COUNTY WATER DEPARTMENT.
ESTATE FILE 71E 192 i NIP 6• - ' ~ `EX. DITCH Z s4 .I:.. ~ - - i yip ~ r¦• h lr (f~ I I 1~ ~ l ~S~ ~ r E}i I' a ~ 2. 8 AC. TOTA ~ ' I 19. WETLANDS HAVE BEEN DELINEATED AS SHOWN ON THESE DRAWINGS. ~~~d`~~ ,~'d~` 4 ~ THE ONLY BLUELINE STREAM, AS DETERMINED BY NCDENR-WASHINGTON,
DB 779 PG 92 1 DB 779 PG 644 EX. DIT~ ~ .1 TO E ~ - ; . _ V B ~ ~ 0 a1 { Q w .r r C~ ) \ . ~ .t~' ~ ~ F ,r ff f / f ~ * ~ I IS LOCATED ON LOTS 71 AND 72.
DB 779 PG 646 CLEAf~ED i, - - 0 ..ti, 0 ~ ~ ~ a ~a- ~ f POOL ~ _ - o ~ ~ o r- ~b r I - 50-L DIF ~t N ~ ~
MB 21 PG 53 j , .c•' 1J • F M v' ~ 2 t~ OUT & ~ • - i • FI D ~ . r'~- LLE ~ ;r ~ ~y ~ l r 1` ~J ~ rn 4 .r 0 R 80 E x ~ ~ ~ ~ IRE ~ s ~.Q ~ ~ ~
f, jjN ~ - 3.74 i r, I~, I' ~ V ,J! I ~ ~ 1
, ; o 7~• r ! ti ~ 5 . ~ g. N 1.26 AC. 1.25 AC. • ~ • 3 AC. r 9 ~ t .b• 1.2 r 'G - 0 24 WIDE ' ; a ( ,i I ~ ~ ~ 1.24 AC. 41 - ~ ~ WIDE f
~ ~ ~ 1 1 o. ~ ~1 1~ 1.21 AC. ~ ~ir ~ ~ h ; !'4. . N ~ d I ~ I ~ ..:.F, f . 0.94 AC. _ I ~ < Q { ~ r•,. , Y ~ d• ~'7 `~,~\~1 j°' ~ ' ~ ~ TYPICAL LOT SETBACKS: ~ ~ tea, L~: ~ - ;Z = ; >
cn ~ 1 ~ o ~i . .y i. 0 l.::i; i . R ~ ~ • A , I t •h ~ N o A 1~ , 1' G ~ • ~ ~ 1 LITY ..t• ~ - ~ 0 UTI 1 ~.A ; ; F.v 5.: I i~ ~ _ r . G.. ~J 1., 0.74 AC. d r_~~, SILT ~ ~ ~ , ~ X3.61 AC. ~ . r ROCK SILT 1.4Z AC. ~ - l ~o r i ~?i ~ 2.12 AC. - , I Q FRONT: 30 ~ ~x~,
~ • r,;,. . 0 - 0 ~ N S i i _ • ~ r ' t.>> 0.82 AC. ~ t. J 1;1 t~ FENCE J t.~ , a ~ ~ ~ .0• CHECK DAM 1 { i I I ~ .{~t. TYP.~ ' - 1 0 TYP~ ~ ` 5. ~ ~ SIDE: 10'
5• ~ i k 20 DRAINAGE ~ .•a ~ ' SILT f~ r, ~ ji FENCE ~ ~ i, 145.00 I ~ r' 15 RCP X1,11 I ~ c 0. ' s1 I . 0 ! ,,51 I t I ~ _ ~ - ~ ; ; 17 69' ~ • REAR: 25' 9s I / ~ NIP "A"
' EASEMENT 74 ~ 0 3 . i 3 ~ .3 8 . 1. 2 .i. 19 ~ ~ TYP. . ; 105 ' .f .88 , t, LYE • r t ~ i~ . t ~ 1 15 RCP , , I . t'J W FES . , ~ ~ a f \ ~ ~ , ~ :;I W FES ..J r
r5 1 ,'r. 0 6.0~ 0.81 AE. 5• ; ~ 11 ~ , ' 0.77 AC.f 126 .i 71 5 20.95 r;i< 98 I 3 ,
~ `•i•• 9 ~ S C n~ R ~ , ~ 6 3 ~ { 0 i I x• 2 tf O v.d-! rL 5 TYP. . 0 3 ~ I 9:~'. - i 69 ~ J~ I 2 9~5~3 ~ ;C, ~ c' ~ . 4 . ~79 ti ~ ~ ' • ~ 1 ~ ~..t ~
1 • r ~ INV. ~ 0. ~ 2 s i n ,1 ~ i r_ _ • l ~ - 0.79 AC. R I Ir , CP II W 9 I E 26 - c.~ l• r/ 1 (7J .F: SITE LEGEND:
6 0• 5 g 4 .63 ~ ! J ~ - ~ , o. v. o ~ 6. - - .6 ~ 16 _ I . r 0 96 AC. _ ~ ~ ~ { 1 I r F.'. ~ ,y~
.~r. ' i ~ r- 5.00 9 0• 0 9 5. - 5.0 .OQ 1 A 1 R : : ~ 2.0 _ •85 P R 0 5. . - 10 99 . • 7 5 •'1 10 V A 1 \ 5 . , ; 5 . :s - ~ , 0 6p1 ~6 ~ I _--,r,_ _ CONTOUR
~ , X a ~ .t ~ ~ 3 ; i. FIRE HYDRANT i~r. 0 ' d rtrt~ ~ -V• 'i r.k' 5 ~ ~ ITCH } i ~ 0 E D .9 I:~ ~ I<.~ FE X50 ~ 1• ; 1 5, 6 3 J / 0. r..' - 0.0 , ,^1 } • Y. \ ' 1. 00 ~9 i . 04 _ t \ ; ~ t~50 ~s~'~ I %O.r;~i SPOT ELEVATION .G~, . .
- 0.76 AC• r~~ Ar 4 ASSEMBLY 0 1 • 2 ~ i ` / 1 r "nJ 0 1 i . S ,1 i v I ti: ' ~ . 2 . o rt .00 0o h'• I . , 0.93 AC. . 84 f. • ~ / 8y p3 _ ~ FH FIRE HYDRANT
0 ~ 0• i! g V r.:+i.'~. . t 5 .0 ' -r f,~~' ROCK SILT ~ i ~ R i AI N A ~ ! ~ .h 11.4 .66 ~1. , r _ . , r 0 45 i,~' 95.0 ~ r t 5. ;a _ , ` ~ I WATER VALVE .v i' „ l
i r;• ~ rr'. -,rl' INV. ' ~ ~ _ 0 r V '1 CHECK DAM ~ t E : , r o A { . s E M 5• E N 9 t i : , r„ E .DITCH - i D 0 _ ~ , R 8 AIN 19. r ~ AG IRE HYDRANT ~ ; • s E 6 PVC ~ t, ~ t " o J I ~ H ~ PP POWER POLE • o . ~30' AREA OF ~ FLARED END SECTION
~ _ a:60--A~: _ I --1 n - r o• 1 ~ 1 r 3.23. ~ - ti 0 b ,.r. j i ~ ,ra r.. r . r,b. ~ ~ ~ , 11 r ~ M ~ r T. , ; I ~ ~ SSEMBLY a • I , : • C,• a: WATER MAIN I g , • . / . ~ r`,,°~ CONCERN, TYP. I t.' " ¢i ! STORM DRAIN
r ~ ~ . ~ 0.59 AC. 0 6~ 5 . ~ ~ • ~ 1 f a,/I i Y t • i• ~ ~ e ! ~ ~~`~~O/ ' I WATER FAIN ~
3 ~ • ~ 9 ~ n ~ ~ ' ` lam' W ~ ~ 6 ~ ~ 1.Ofi A ~ 0.98 AC. k . ~ L i, ~ 1.34 AC. ~ • ~ :fis: T ~ . ~ 1.46 AC. ( O i 1. 1 r i. i r ~ : 1.1 :c ~ ~ f 'i' i~ • I.r 1 ~ 3 I . •'n rl. i' / ~ ~ E ELECTRIC
EX. DITCH 5 9 h ~ • ,(~5 ~'1 ~ J f r'( `r 0 1 ~ , i~` b• TO BE 6 ~ ~ 0.60 AC. .1. ~ i ~ ~ 2.27 AC~ ~ ~ i ~ ~ : -•f:1 LIMITS OF ! ~ ~ • i i ~ 4 • ~ : 1.67 AC. ' h.. ~ ~ ,r f• I 'i i~ ' 1.28 ~AC. ' I r ~ { ? F' (f~~• 1 . ..--:r• .-r.. •a 4 5;. V y ~ ~ .i ~ % ~ SEDGE OF ~ I X SILT FENCE
0 ! J CLEANED o 1 0 DISTURBANCE f 'I ~:3 1 a i ] ~ 1 \ 1 ~ 'qk~ 0 ;~r, 1 t. k9 ~ a • ti ' ~ - 1':48 AC. ~ 1 ~ , ~ - ~ , 1 1.04 AC. ~ _ ~ ~ . 1.12 AC. _ ..,a , , • `r 1.08 AC.I` ~ h ~ L30 COASTAL MARSH ~ AREA OF CONCERN
OUT & ~ ~ 0 ~ . ~ - 0 F..' i•f • 0• 9 .4 0•. , 6 1 • FILLED 9 1 ~ ~ , ~ , Ik~ G 2.19 ~ :I. , ~ j ~ ,,,1 0 k,.,~ 1•.• , ~ a t ' 1 1 r. ' ~ - 50' RIPARIAN BUFFER
1 . r~ ~ VAS r ~ r •J _ ~ 0.62 AC. A l V , ~ 2 1 ~ l ~ ~ i~ r ~ N - U' ~ 5 ! L ~1 1. \ I 'L~' ~l A ROCK SILK _ - _ tt, ~ : , r~', ; '4 * } ~ EX. DITCH !t • 7r r .A f. t 1 f r. i r 9 ~3~"~Zg 0~ ~ WETLANDS LINE I ~ ~ AREA OF DISTURBANCE
~ , ~ r ~ Q ,.y i 0 i • h 0 / 1 ~ i~. 1. W , Cif • '~V 'i ~ ~ i f ~.i.~ } i , . CHECK DAM :gin I k:' r,: n TO B % G Fbi FORCE MAIN
. ~ ~ o 0 l ~ - . 1A~ ~ +1 a ~ ~ CLEWED j ! i~ ~l I 'yea .I / i. 4: r ~ n ~ ! r ' / r OUT & •4
_ 0.64 AC. y a 1.30 AC. ~ ~ 1~ r: • ~ Q . V/'•. J f 'S . I O ~ ~ • 1.;3 ~ ,SILT ~ , , : 0 N w FILLED . / R I
i , ~ = t~, ~ g - . - FIRE HYDRANT ' 1 .1 ~ ' r. . ::ar - FENCE I. f f r . ~ Q f 50 RIF ~ r i' % ' 50' RIPARIAN
~ ~ • ~ ~ r ASSEMBLY & - ~ ~ , 0.66 AC. f f .r 0 h i jL, ' ~ ~ h , i 'y I ~ 1, ttii' 1 ~ \ + f ~'•1 . BUFfEF . ~ ~ ~ r. ~J E'X. POD ~ f • ` ~ • ~ it } f+ • Bl1FFER. TYP. i
6 G V. s. , • ~ 0 , ; f 0• 1.44 AC. •t~ ~ rr • f ~ i ~ ~ ~ TO B M,' r K l LEAD . •
9 ti~ ~ 5 TYP. . ~ r 1. 1 ` r' k i \ i ~ r ~ i r f` 1 r 1.53 AC. f r. ~ _ • . . , i • OUT & • ~ . • f { i r r • • ~ j' i
ry w f, F~ i• , ~ •t 0 h• I 1 r.- - ~ i ~ fit" / / ~ f FILLED _ - ; , I t
~ , ~.0 1 8 ` 2 ~ + 1/ r~ t~~: r J _ - P ? • `r _ ~ it r rf rr~ • . ~ - ~ ~ / .rt ~ i / I 1, E i f' ~ . I • ~ 1 S1LT ' ti i': f I I ~Y. ' •rA VIDA J. EVERETT
3 r INV. , ~ ~ , 1 ~ - 0 ~ r 6 . . ' 1 „t- ~ FEN CE ~ - ~ . ~ , . K ESTATE FILE 92E/147 0
1. o i. I ~f Q 0 P ~ • ~ ~ h L T V 0 • I i' f ~V , ~ P _ 9 - ^ti ti : ' n: , 1 fr r ! , ` I r ~ 1 i o0 1 ~ 73 ~ { , i I . / . ; is • 1' f~ ~ ~ - ~ . r ~ !
L1 . EX. DITCH f 1.99 AC• ~ - _ _ - r ~ ) i (P 1 ~ 1 , F
t _ ~c v, i . r~ f ~ ~ -n.. r~y~ ~ p ~ \j i V ~ \ ' ~ •O • . • ~ ~ • ~ • / a r I . . ~ ,f i' ! •
n ) / \ r r • ~ O ~ J: \ 0 -,i `1 ~ ti 0 14. ~ 4 . ~ i,` v;. i r 1 ~ 1 i r
w.. ~ 1. t. , / 1 5 , . i..., ; ~ ~ .r p G • . ~ 0 0• - . • 7 . ~ ~ . P - • ~ ~~..2.29 . rA-C. r . ~ ` 1 % i • ~ • 8 •0 • • • • •R• is ,1 1 ` I
.,v.• ti. 0.4 a. ~ ILT ~ • • • • •1 ~ f r 0 i » » • 8 n' ~ • • / "J 1 . .
! r ~ FENCE ~ 0 • 't - • ~ ~ ~ WETLANDS ~ 17.29 ~ o . 1a 0. 3 ~ 1 ~ ~ i ~ 1 , 29.07 0 DELETED LEVEL SPREADER &
r~ r ~1 1f • i t~'i P G 4 ~ ~ • uNE TYP. d ~ r o~ o~ ~ 0 22.58 ~ ~ h L40 E 03/30/07 ROTI 66D & OPENGSPACE/BOATT RAMP BPB
~ k r ~ ~ .t s 7 7, 0 11 W 0 . 4 4 WETLANDS .11 1 0 1• 45. 0 ~ LINE TYP. ~
0 • g 2 ~ ~ 3 8 ~J 0 1
\ p ~~...r ~ 4 ~ " r. ~ A• V 2 4. 2 8 D 03/08/07 REVISED SITE DATA (AREA OF DIST.) EHA E REVISED FIRE HYDRANTS
i f~ 0•s-~ ~ ~ ..r 1.75 AC. • , 1 . ! 1 . ~ uu~ ~0 C 12/04/06 CHANGE HYDRANT TO FILL TYPE EHA
FIRE HYDR ~ ~ ~ ~ ~ • - ~ , r . 50 RIPARIAN 4 f c3`.
~1 ~ ~ ASSEM~L-Y ~ .9 t! BUFFER i f ~ 1.86 AC. f{~~ , ~ . -----t__ B 10/25/06 REVISED DRAINAGE AND SITE DATA BWW
- ,t. i f ~ TYP. , . 1
• - .F 1 / i ? f . ~ - _ ~ ~ t 1 • i , ~ i 41.44 ~ A 6/19/06 ISSUE FOR REVIEW BPB
f 2.03 AC• - , • . f ~ / ~ - - t ..a, 65.00 L50 ~ ~ ~
f ~ 1 R 1~ I I ~i ~ REV. HATE REVISIONS BY
A , , ~ 1.9~ AC. ~r . , / ~ try i rr~ , I r~ ~ r X08 I ~1 rv v.
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r ~.r ~r ~ t v r ~ f / r .J, t CONSTRUCTION SEQUENCE,
. i- = rr 5g 5g 1~ o0 I ` MAINTENANCE PLAN,
FENCE r. . .i! 1 r f r . r• 1 ~ / p0 mac` \ ~~j. VEGETATIVE PLAN AND APR 0 5 2001 G ROU P~ P.A.
. . 1, ~ . . r V ~ .V' .r I SEEDING SCHEDULE.
• 7• r• r ~ ~ . ~ C~. ; ' .f r V ,f t • / / ~ ¦Engineering ¦Architecture ¦ Surveying ¦Tech~rology Suite 205. 145 N. Church St. Sportanburg, SC 29303 864-591-3334, 864-591-3343 (Fax)
Xr ~ - r r,:' ' n / T ~ 1!' . . ~ . Box 7305. 324 S. Evans St, Greenville, NC 27834 252-758-3746. 252-830-3954 Fox
/ ! _ f / O PROJECT TITLE
-.i ~ '•z~ NOTE: 60' PRIVATE R/W C
r ,..rte , DIMENSIONS ARE ^~y TO BACK OF CURB R3 116.77' ~ 4 .00' NORMAL WATER rn i LEVEL, TYP. ~ R30',
. c Wr j.• . f r r ~ j ~ i' ~ ' ..F TYP. ~ , 1 3 WINFIELD ESTATES
a
;y 4 i ~ r 1 R340' a ~ l 8' 6' 6' 20' PAVEMENT 6' ~ ~ ~ 6 8 - w r-
n r 1 ~ .r ~i .I . ~ R6' 12.50'
r~ti ~ f ! ~ ~ - - ~Y/ j ~ ~ 2 N~ ( o ~ ~ ~ Bath Townshi Beaufort Count , NC
- p ~ I J ~ ~ ~ DRAWING TITLE
Y ~C , . f MIN. 2" I-2 ASPHALT d A i ~ ~ `ti
v'~L:1 r ,k ~ _ . , 1 ~ 5 . ' r F EDGE OF j J ~ ~ . . • , ~2
r,.. ~ ~ I !r COASTAL MARSH {r ~ 1 ,f~ r ~ ~ i 1 1. PER 1 4" PER ~ " PER ~i ~ 3
~ g j f. ~ pr f r .r r r f' err ~ ! f~ ~ r' R320' ~~I~ MPS' ~ ~ B Erosion and Sedimentation
0 ~ Mqk ~ 1 ~ ~i i ~ ~ ' ~ Control Plan
f • ' ~ 1 ...Y • '•.Y • ~ r ~ • O , . _ ~ - ~ _ _ F - 30 AREA 0 CONGER CONCERN, NP. 50.0' 50.0' MIN. 8" AGGREGATE BASE CGUR ETAIL COMPACTED SUBGRADE ~P~R N.C.D.O.T. STANDARDS) CGURSE
~ lr, ril. ~dm~ :.i.. ~S\ SCALE DEPARTI,4ENT
9• 0 5 g • 3 ~ , C . a o ! _ - 9 ENTRANCE DETAI N.T.S. ~ ~ AS NOTED CIVIL
1 1. 6 1 ~ ~ • S 6 0 JIG 9 .IT, ~ . , ~ti - 5 1 J DRAWN BY DATE STARTED SHEET No.
1 • . EW BOAT RAMP a OwnerfDevelo~er: SLJ 3/27/06 1 OF 14
0 ~ • ~ O • • . •0 ~ L' 5• Clear Water Marketing CHECKED DRAWING N0.
r ~ ~ TYPICAL ROAD SECTION 2D PAVEN~E (O~ C'~ N.T.S. ~ =N~ENT c/o Ross Beebe q
• • • 240 CRAVEN ST. APPROVED
100 50 0 100' ! New Bern, NC 28560
1 "=100'-0" i Phone: [phone] PROJECT N0.
f Fax: [phone]CJ327
TirIS DRA4YING IS 7HE PROPERLY OF 7HE ST GROUP, P.A. ANY USE. R~1~, REPRODUCTION, DISPlJ.Y OR SALE OF THIS DRANANG NAiHWT KRI (N CO 7 6 5 4 3 KRI (N CONSENT OF E EAST GROUP, P.A. IS STRICTLY PROHIBITED. (COPYRIG ,THE EAST GROUP. P.A. 2006 )
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CAR p~~~i,
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VEGETAT{VE PLAN: • ~1a 1 r • 422
COVER SHALL BE lit !''~;~;~~:J(~DANCE WITH THE P VEGETATIVE i i ,~~y~~~~lNE~~' ~i~': ' ~1
SEEDING SCHEDULE AND THE F~'..?_`~'~"~1NG SECIFICATION F - M 4 - Y M
SECTIONS: G _ $ w, f I I I C \\;J~`
SECTION 02230 SITE CLEARir~~ SECTO~J 02300 EARTHWORK: 'nJ O r Y i~ 1 I 3~
SECTION Q~920 LAWNS ANL >=~~aSS~_S _ 1 ~.W•~• ~ ` • • rw • ~M V~ w,,~^y
Y • ~ r+! ,1 ~LJ ~ (y Ca 1\ t M G f~ W N ~Q G SITE DATA:
~ S~ f I}1t4J J • l J J•-.~ I• f• ~ A: .r ~ _ % . x. l ,,..,tit'. ~i•~ - I ~ ~ • { ;o ~ o ~ TOTAL ACREAGE .......................................141.90 AC.
'fit '~+~~`f 1~•• '4{~ ~.1 OPEN SnACE ................................................4.59 AC.
~ ' / T.':•~... i ~ j r3 ~ V ~ . i h ;fl ti~ !f tf` jrl ~ AC;EAGE R/W ............9.18 AC.
0 PERMANENT SEEDING: 1 ! J r r ~ Ii / r .I • 1 ~ f j i• { r. fr ~.r{( ;rJ i rr i l j ~ r X313 ~~~1 ~ is NUMBER OF LOTS ..................................................97
J y J• J r • ~ •J .f ~ryY t~l L:1 f 1 ' S L(NF AR FEET OF STREETS ...........................5,987 LF
DATE JAPd 1 -MARCH 31 COMMON BERMUDA GRASS 10 L3S/ACRE /f r1f j J• f~•'~' . t1•' a'y~ j ''FSyi. f L ~Iz. / ~ lJw / f i,:~7ily S~i~~:1 ~ u. f fi ~ EX. DITCH AVERAGE LOT SIZE .....................................1.26 AC.
(UNHULLED) ! / r ! I ~ l , ~ i" ! f r l f ~ ..:i..c r V^) ~I ~ ii >r fi 7 : i a TO i AL IMPERVIOUS
APRILI -JULY 31 COMMOiJ BERMUDP, GRASS 15 L8S/ACRE i / } - / f ` ~ lY 4 t. ~ 1 . / f• 2 / c'.. , . , ~ ~ .r (ROAD & OPEN SPACE)............4.54 AL. (3.20%)
(HULLED) . ~ J r r r / r l J ~ ~ '2 .o J: 1.11 AC. , Vic; } ; AREA OF DISTURBANCE ..............................34.12 AC.
AUG 1 -DEC 31 TALL FESCUE 60 LSS/ACRE COMMON BERMUDA GRASS 20 LBS/ACP,E i' 1 / •ir fr' r. f .t r.j u;= a rq~:i~ i ~ .i• f. / { i 'mil ~ / . i u. 1 i' i. 1 1 G ! 0 t~ 2 P
(HULLED) WORTHI DB • i~ 0, 91 AC. 3 , t t ~ ~ ~ RISES LLC ~o HY NTERP i~ 4 F I WORT E E i•. • i 1.fi6 ~ • ~ is ~ 1 P ~ 0 G~NERHL NOTES:
i r f:; ~ 06 PG 747 , • DB 2 ; . r: , , ~ 4.85 f ~Yt r x' ~ 00 i it ; ; ~ J• a•o. ~ . S N 1. ALL VEGETAl10N AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS
'(EAR ROUND AGRICULTURAL LIMESTONE 2 TONS/ACRE 0.83 AC. 3 r ~4 PRIOR TO PLACING RLL. ANY QUESTIONABLE OR UNSUITABLE SOIL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
N YEAR ROUND FERTILIZER 10-10-1 C ANALYSIS - 1040 LBS j ACRE is . - Y _ _ A ~MBL s ' / e- w=` ~ G s J ~ J 2. ALL FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD
"EAR ROUND MULCH 2 TONS (APPROX. 80 BALES) l ~J } 1r 1.28 AC. _ ~ ~ W 5 ~ ..V 1_ ~ \ y, p+ ii ,t W J , r PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
SMALL GRAIN STRAW/ACRE J ) - f f • ~ • ~ ~ ROCK CHE / ~ W 2 l L.,- C CH E ~ ' . iii` 3~,.' 3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS
YEAR ROUND ANCHOR TACK WITH LIQUID ASPHALT ~ 400 GAL/ACRE : s- .84 0• M ' 408 o DA Jrf ,r J::t +4 ~ ~ ui r 7~ IN ACCORDANCE WITH THE SPECIFICATONS WITHIN 21 CALENDER DAYS OF COMPLETION OF GRADING WORK. UPON COMPLETION OF THE PROJECT,
OR EMULSIFIED ASPHALT ~ 400 GAL/ACRE frr -i ~ n ~ !r. ~ : _ ~ INV. i Y . 4... . . 0.65 AC. THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS L9 OUTLINED IN THE SPECIFlCATIONS. ALL DRAINAGE PIPES SHALL BE
~ /n` 1 r J ~ • V . • f• 2 45 1 • • ~ _ I: 9 2 ~ L9 o -H CLEANED BY THE GENERAL CONTRACTOR TO REMOVE ANY SEDIMENTS
J B ND ,.3 ~ o n.` • f• t'~ ~ 6 ~ h ~ 't'om I k . h r. r r, r . - - THAT HAVE ACCUMULATED.
TEMPORARY SEEDING: i .f ~ 0.92 AC. o G i ~ - 7 ~ / L 1 I/~ (~1i r• /t 7 6 LPL v r ~ 5 ~ 1 i ' ~ i I f !y r ~ ~ 4. ALL PLANTING AREAS SHALL BE BACKFlLLED WITH TOPSOIL AND RAKED t• - DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR
DATE 1 1 4 ~ f . ~ I M SEEDING AND PLANTING.
APR 15-AUG 14 GERMAN MILLET 50 LBS/ACRE ~I f 0.61 AC. !1 11 , ~,C it vn. Q +~r e.h ~ o V G 1 = ~ o li O 4 j j 5. ALL U1ILITY TAPS, CONNECTIONS AND EXTENSIONS SHALL BE DONE IN
M 3 f J J .S O 1 ;f r _.r ~ .e• 'cP I D ~ ~ l; ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES.
AUG 15-APR 14 RYE (GRAIN) 50 LBS/ACRE •f ~ 1.19 AC. i • 1 i ii. .fy /.fr v f \ I ~ ' i ~ , ',~~~t Ir 1.04 i 66 .6~ ~i ~ L• f p ~ . ~t 6. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE. i CONTRACTOR SHALL FlELD VERIFY LOCAl10NS AND COORDINATE CON-
YEAR ROUND FERTILIZER 10-10-10 ANALYSIS 400 LBS/ACRE t ~L + 'jf ~ ~ n jN 2 Pvc ..1 1• + ~ . 1• t~y V" i ~20 DRAIN GE NECTION WITH PROPER AUTHORITIES. CALL °ULOCO" 48 HOURS BEFORE ANY EXCAVATION IS BEGUN.
: v i , ~ WATER MAIN i' :ti ~ n • h f ~ ~ ~ i ~ 0 6 c. i i ~ EASEMEN A l C I 7. ALL PERMITS AND FEES REQUIRED FOR CONSTRUC710N OF IMPROVEMENTS
- r 1 • F~ 1 ~ 4 3 ~ 1 ~ 1 6 0 ~ ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
~ ~ • 1.26 AC. r~ fi~ ~ l ~ ~ f t' ~,4- .tfr I ~ '4i t ~ ~ i.. ` s. 1 fi~'~ I 8. NCDOT DRIVEWAY PERMIT IS REQUIRED.
• t , 97 1688 ~ j 4,• •E' ~ - 6 PLUG • , b. ~•'j • C3_ . - JOHN SCOTT WINFIELD i , ,.f 9. NCDOT ENCROACHMENT AGREEMENT FOR U11UTlES IS REQUIRED..
lJ ~ . t • ~ 4` k=~ f= ~ TAPPED 2 ~ I ~ t. ice.. \ ra. 2, •a [y~ 5 t I f • ~ 5 ~N ESTATE FILE 01 E 362 So ~ PHO E: (252) 946 648LTON PRIOR TO COMMENCING CONSTRUCTION.
~ ~ . • cr 0.66 AC RIPARIAN Y. F / - JJ 1 c~ 1 J • f~` . ~ FIR ~I'~URANT 3 E AC. o 3 ~ ESTATE FILE 71 E 192 1 0• 3 n N 3 INV. ~ L 11. ALL LOTS SERVED BY CENTRAL WATER SUPPLY AND INDIVIDUAL SEP11C
a i L ~ ~ • ~ BUFFER ~•6~ • • • ~ ~ • _ 1.32 AC. ASSEMBLY n ~ ~ stir D6 779 PG 92 0 ~ s. ~ 3.25 DB 779 PG 644 i ~ SEWAGE SYSTEM.
k 7 2.15 . J 2 W cn . DB 779 PG 646 1'J 12. ELEVATIONS SHOWN ARE BASED ON NORiH AMERICAN VERTICAL DATUM 1988 AND ARE RELAl1VE TO MEAN SEA LEVEL.
J s r t~ ' = ~ . bh. M8 21 PG 53 Y~~ 13. AN EROSION AND SEDIMENT CONTROL PLAN SHALL BE APPROVED
~1t 't 3 ~ J M1 / }¢1• ~ o. 0.69 AC. ~ ) ! r N ~ ~ o . ~:F ~ ~ k;,. .69 AC. 2• ~ ~ PRIOR T4 CONSTRUCTION.
i - ~ ~ ~ 1.42 AC. ~ ~ • ~ ,P ~.5• 3 ~ s ,~:t. NIP 14. ALL ELECTRIC LINES SHALL BE UNDERGROUND. 15. A STORMWATER MANAGEMENT PLAN IS REQUIRED.
~ 7.97 . 9,9 ~ ~ • • n' ~,tii N INV. S ~ .~1 16. GENERAL CONTRACTOR SHALL VERIFY INVERTS ON EXISTING STORM
~ •ti , ~,ti - ~ ,.y~ e ~ ~ti• EDGE OF ~ 1 ~ ~ ~ - ~ S 3.00 >r'~ ' ~:~'~l'~ DRAINAGE PRIOR TO CONSTRUCTION.
30' AREA OF CONCERN, TYP. • • 6 PVC F~ ~ . A ti W COASTAL MARS t~ ti y ~ _ ~ ~ • • WATER MAIN ~a xb. ~ J 1 4~ J r' 6~2 p~~ 17. CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION OF WATER MAINS / / ~ ~ OR SEPTIC SEWAGE SYSTE~AS PRIOR TO APPROVAL OF ALL PERMITS.
~ r • ti- kg' , ~ 0 0.71 5 0.71 AC. 2 3 ,e~+ ,o .,nr. nor w•~rro ciioe~~en ov DCAIIC/WT rnilnlN weTtA f1FPARTLIFNT
K 1.74 AC. , ~ r ~ 20 D AINI . ? tj' ~ DRAINAGE ~ 9o~j~ K io. rvir+o~ ~~ni~n avrru~v ~i v~nv~.~i .
~ _ _ ..a: L 0.08 ~ ~ 89 .1 { 1. l` x ~ ,a S• f . ~ ASE NT , E ».+t~ Ai ~ _ i •r•.Y S i ' SEN~ENT -s 19. WETLANDS HAVE BEEN DEL1NEAlED AS SHOWN ON 1HESE DRAWINGS. THE ONLY BLUEUNE STREAM, AS DETERMINED BY NCDENR-WASHINGTON,
~ • it V . 4,, 'y 0 yj f- ~ -1• 1 IS LOCATED ON LOTS 71 AND 72.
} • t• 1 V , ;:.e ND DITCH FILL ~ E FE u TS of i 2 3• ~ 2 ~ RBANCE F4 DISTU a.8o Ac. x. DITCH TO BE ¢ E 4 6 90 ~ O VbbS X6 A9
~o'~ ti ®RIPARIAN \ 6.10 ~ f -;~+5. 0 ~ . INV. f, ~ , 0 J r CLEANED OUT & 0 f-- ~ ~ 3.23 > TYPICAL LOT SETBACKS:
~ NI 0• FILLED 1 0 •b r ~ S , x ~ FRONT: 30'
. ~ F ~ ~i 'r' ~ ~ r' 6.79 ~ } ~ 98 ~ r J ~ 1 ~ r rr S • , 9 0 • f ~ 0 yg•• 6 • 5 i; ~ - ~ . . 5 1
o~' • r r:.~i ~ ! .1' ~ n i ~ / SILT ,;.r_ . r ...5 5 - : ~ 9 • _ ~ A^• ~ EX. DITCI fiCi 16 SIDE: 10' .X. DITCH `9d' REAR: 25'
•r: ` FEN CE ~ J• ~ A s o TO BE a~ 7 k - ti:y~ `Jr :.i-~+-'T'?~riF T r 0 J / J + 1 • h. +~i~ ~ . "i1 ~ - ~ ~ ` J TO BE • b'" moo- 0.60 AC.
u~+ urn I TYP. . ~ , :~_y~ L • ~ { • 2.10 AC. CLEANED . . - - 0 - L ~ UT 8c F ' S 0 LEANED JUT & FI1lLED o6, ~
~ , 1 ~ .88 ~ A , 0 ~ 1• r ~ .<< ~ NIP 1 0 , ~ J
J 1042 . r I i i k. PJr ~ ~ • , , i ~ gal ~ )i _ A 9 _ ? i , ti _ 1 •r! 4 I 0.62 AC. ~t~ ~
r.l• ;4 i .y:: f ~ / i , r•.. WETLANDS ~ . 1 . 5 r, ~r ' 4: 1 ~ :ti -gyp ! ~i INT. ~ _ kfJ • s o-;~• .FE 5.fi4 a~' : - ~ s
-s ~ ~ ~ INE I i .r' r ~ L it ; ; ~ o ~ I o - J 1_ INV. , . 0.:•92 AC. ~ J _ I r•• • P r- 2 ~ `-1.93 1 ,o P ~ R I 0.64 AC. ~ .~~~4~ ',\c
..;r 1 .:s ~ 2.14 AC. 'r ; r- , ~ I O ~ ; ~ ~ ~O O g~, F-' fpO x~~`
NORMAL WATER \ I .r 1 i~l:'~. r 1 'l r~ ~ • f ~ .14 . , _ 999 ~ r!,. k a ~ I ~1.. 1 ~ ~o' U7~uTY ~ ~o~~ SITE LEGEND:
LINE, TYP. 533• ~ a o /i •i ~ r. j 6 • 6 ~ A ~ 0.66 C. . f `t ~ ROCK CHECK ~ , 2 ~ t 1 ~ t~ i+ AC. ESMT.tfTYP.
224. • • I . 4, i'..r a • [ Y/ ' ri` y _,ti_ Il i L y. r I i f { 1 0.98 AC. ~ r r--, r h I J~ - ? ~p -7D- - CONTOUR
4 h ~ ~ • J 6 _ - ~ 2 - 2 ~ Q _ Fa 0.70 AC- a°~ TLANDS ~ - ! 1:02-A-C, i `i ~ p~~~ x ~C;.~ii SPOT ELEVATION j ~ ~p , ~ FH FIRE HYDRANT
• ~ - - • .~f G 6+ r,} !'~t~• • ~ 1.79 AC. r ~ ~ JI r' 1 _ r. - 'if .e F~ ~ ti 0 +I•. ~ n i T ~ r r SIL •,Y ~ g0~0~ S .~5~'' H WATER VALVE
. i ~ . 739.96 - j r;.•l, iii r, ~ 1`.: • yyr~ r !I i ` J 1 ~ ~ J 'J~ .rl ! 'i , ~ 's r ~ FENCE 9 ~ _ ~ w 1.20 A.C. ~I F~ / -0-PP POWER POLE
H J 1 1 I f 1: •1 ~ ~ h i , 1.02 AC. k-~-~ _ Y~: 0 ~ 1 ~ tJ _ , FLARED END SECTION O Q '
.r ~ Y 5 ASSEMBL ~ 6 6 6• 2 r ~ ~ r ry - ~ i~ s ~ _ h ~ '6, , s 'o \J 1. 1~ _ L1C' 0 9 .P . ~ ' / F, ~ ,~~p" ~G p~~ EX. I31TGFi STORM DRAIN
- i' \ 1 1 ~ l^ ~ I _ _ ~1 ' ~ y~.~± WATER MAIN
,h ~ 2' r k r. = ~ 1.26 AC. t9 , r ~ . f.. y ~ . IR HYDRANT ~ 0.97 AC. ~ .a - a r~ ~ TO BE t • 0 ' ~ •,~r ems.,='` E ELECTRIC
• 487.4 , • 1• , ~ ASSEMBL ~ i ' f b r Yk~• i, 6 A 1 ~O P ~ cP 1:. CLEANE .OUT 0 , r 1 ~ w 0 X• 7 ~ ~ Q ~ ~ 0 ~ P X SILT FENCE
1 1 5 ~ 9 • ,~r & FI LLE . S ° 1 ~ . n. ; 0 ~ v' 0 5 ti ~ ~ 9 0 P ~ 1 ~ 1.28 AC. W , ~ 9~~ e~ ' ' ~ AREA OF CONCERN _ ~.j1"` . ~a,~~~; - - 50' RIPARIAN BUFFER
6 . ~ ~ FE L Ot .,4 ~ >R I l J 1 I ITS OF \ J i ~ • I" i } t ~ 0 V ~ i . CI ~ ,Lp ~ ~p ~ ~ ~ WETLANDS LINE
5d' RIPAR BUFFER. G ~ RIPARIAN w ~ ~ ' - ~;1 <<.`• ~ N 6 PLUG r r DISTURBAN 6.47 JFFER TYP. ~ ~ - • : ~ ~ i ~ t r ~ , : r i .y. i. 0 . ~ k r. ~TURBANCE • 6 3 g ~ o ~ ~ \ O• ~ ~ ~ ~ AREA OF DISTURBANCE
0~~$7 AC. x ~ ~ 1, i - 1 a'y 1.c r ~ }}jjam~'{{ ,i ~ ~ 401•V~ F. T~ rtr ~ ~ ~ 8 9 1 1.07 AC. 1 \ 2 ~ ~ G ~ FORCE MAIN
• 11•rr• .4.q ~ ~,h G/ • • .yb' ty3 INV. } r i ~ k ' • i r;,~ 2.22 A~~%
I+~ i y O ~ :r ~ r ~ i • 1• 4.32 0 F:~~ n ' ~ A • .i , . , ~ xf 1.9Q~-A 1 ti ~ , ` 1+ ~ i O f 'k 8 ~ V :r U 0 , 2 • ~ x • • 6 ~ 0 0 , ~ 5 ~O a~ ~Y
P U N G 0 C R E E K • ~ A EX. DITCH TO ; { ~ I r rC' . s. 0 . ~ . ;.n 6 . ra ~ F, O i I 1 r ~ 3 8 ~ 6 ; t i, - / ~ LL iii t A 0 • r'r 0 h n^v
i. r~ ; 0 BE CLEANED f 1.56 AC. J ' J• . L , r. ri • ~ , OUT & FILLED • .'f AC. {h' fiP~ o-~ r' ti~ ~ 0 99 f- H A 7 ~ .89 . FARE YD 3 29 . ; , . L I . ~ ASSEMBLY ~fi, ru.- 1.75 AC.
. A 2 1 p~' ~ j t• ~ • _ v S ' FIRE HXD T , ~ C ~ s,• r,, -r r~ ~ ASE Y 69 ~ i
o , ~ , C.r p ' ~ l--.r~„~ n 4. S i, • ~ .4y I ~ ~I ! f C • 1 , ~ o. t i a 29' - - _ _ ~;a _ 1.8E { a,: ,4 , - ti c7 ~
• r 5 i r • . . . ~ 1.39 AC. -,-~f , • ~ • ~y~_r .i: y~->r-- =r. .Y ~r.l \~..i~ + ~ ' ti• ~ N .3.50 - 2 'y k. .d.~ 5 O '0 .
CONSTRUCTION SEQUENCE: ^ 1 rr O / A ~ 1.49 C. -'C , _h• N r A 9 r' D / ~ R n l~ ~ b • 0 ~ r al ~ 1 ~ .0 . • • r F. 5 .,1 5 6 ; . ~ 0. . f'•~, ~ 0 r 0 0 . f
1 ~ 50 .0 : T . . 00 o M Ac. 6 IN . S 2 03 ' E I Q I ~~Q ; - ;
1. INSTALL SEDIMENT FENCE, SEED, AND MULCH ALL DISTURBED F LAND IN THE N.O.V. AREA. ~ 1.22 AC. ~ r:~ ~ ~ ' ~ , 0 j 1.32 AC. - ~J : r ~ - ~ n M : ~ Y Q" 6 PVC r ~ .32 AC. r «z r' k E r' x t l k J WETLAND LINE;~~ !~i' ~ F
a ~ i a ~ ~0 ,c: ~ i •r ~ ~ ~ r' i • ~ i .9. AC. 5' WATER ! , ITCH TO BE . s • ~ D ~ i - ~ o~ 2 MAIN
2. OBTAIN AND POST A COPY OF CERTIFICATE OF SOIL EROSION ' AND SEDIMENT CONTROL PLAN APPROVAL. NOTIFY NCDENR 1' _ _ _ r4 r a \y 1 . r r A CLE NSTRUCT S r '1 r CO t E r . G A IN A R D 1 56 A~. FILLED TAR N( t MMON LO CO •..1~ ~ ARf7l7N0 -
DIVISION OF LAND RESOURCES, WASHINGTON REGIONAL OFFICE J ~ : ~•'r Ate. •ti',` . ~y.~ { y ..h. r. 1. • •l . : ` ~ . ~ /r ~ / ^ti T. v M S E _ 1. fi~ AC. ~ r • - I N BUFF r & y ; ? R PARIA `V t ~ ~ k,• rk 1
AT 252-946-6481 PRIOR TO COMMENCING CONSTRUCTION. ~ 'r'i r ! _ ~ r • ~I 4 r O I GE DS BAR o WE D~ GM~ ~ ~ .,;i r ~XISTING DITCH A SGhh4RGE. ~o - TED LEVEL SPREADER & H ATiBDAT - DELE
3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE/EXIT, i f : t ~ .L ~ ~ f 7'r~ ra' t~, , 'I r .4 r `V ~ ~ ~ ~ ~ RN-ARa D• ~ . ~ RAMP TU , 1.5~ AC. J.. cy cn ; 4R~3 D.~~ ~ ~ ' ~ F 03/30/07 ROTI 66D & OPENGSPACE/BO TT RAMP BPB
~ INCLUDING GRAVEL ENTRANCE. r ! _ f .f.~.~ r• ~ rr • r r ~ y'~ i I 1.96 AG. ~ 1.11 ACS 1.74 AC. ~ .Y 1.12 AC. t I f1, , 1 ~ k ~ - sr i f "J ry, i J ~n ° ~ rr' U' , ~ ' s~ REVISED SITE DATA (AREA OF DIST.) EHA
4. CLEAR LAND ONLY AS NECCESSARY TO INSTALL TEMPORARY 1 ~ , A`~ ` r r•,r JOHN SCOTT WINfIEI.D } .a L~ / r 'SILT ~ a r .r-- ~ ~ l~,,- ~ E 03/08/07 REVISED FIRE HYDRANTS
, EROSION AND SEDIMENT CONTROL DEVICES. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION : y\ ~ ~ - f FEN ~ ~
AND SEDIMENT CONTROL DEVICES AS NEEDED OR AS f ` n~7. r ~r 97.43 f ~ . w 1 ~ rr FE TYP. f ~ f ,r • ~ ~ ,r _ ,f 00 r f ? 1 it . . J p 12/04/06 CHANGE HYDRANT TO FILL TYPE EHA ~ ate. ~ x ~ E
E DIRECTED BY THE ENGINEER. O• . ~ ` +r / k n ; '1 r r^f r 5 r ~ vJ 1 + r , ~.i w i, : REVISED DRAINAGE, SITE DATA, AND
5. STRIP TOPSOIL & STOCKPILE ON LOTS 22 & 23, 91A-93A, AND THE k' i ~Ly. J ~1 t. - t'i1 S - C AC r . . J r k• G r: ~ ~ C 10/25/06 NOTES B~
OPEN SPACE FOR LATER USE. 1 r5~ ~40 LF 24= ~ w E ~ M ~ S . E A;: f _ to ? ~ •i• .l ~ _ANDS 1'' °t~ ~ 10 11 06 REVISED ROAD GRADES SLJ
6. INSTALL SEDIMENT FENCE AND BEGIN GRADING THE ROADWAYS Esc LOTS. ~ 7. INSTALL DRAINAGE PIPE WITH INLET & OUTLET STABILIZATION. N _CPP ; - i' ~ Y t ~ . . .J' ,A
J ~ r r- ~ _ o~ WE 'AND : ~ ~ . ~ , ~ - - ROCK CHECK ~ • ~ q- .t r'y t`~f{s,srsi; r:-. ~J• r3 - • L'~• L, ••'I ~ n x, 1.; . N,I ~ nk .•.,i 1'. /
8. GRADE DRAINAGE SWALES & DITCHES. INSTALL LEVEL SPREADERS, .J. • ~ . f . , r_...j. r ._fy-~ i.+~w"-. ,•~n~~11. ~L'4' r J .r - !1.•J ,ii •L'l' r x J ? ~ .t-• ~ / • y' ~i r , n~,~ ~:3 r• DRAIN SCE 0.00 -••~•v.r:4- ~'='L•~f.=:-`"'...._ ...,u._`_;~, _ . U. C. wryy r i• r .1' n ~ . ~ I Q • . . , I _ . ~ . . , ~ ~ ~ - WETLANDS EX r ` r ~ / ./-r'.~„~ ; ~ ; ~ A 6/1x/06 ISSUE FOR REVIEW BPB i ~
ROCK/SILT CHECK DAMS, AND TEMPORARY SEEDING. I 02.90 83.63 , 4;~ . - Fi i rt•. ~ _~_..~_~.S~~.r -1ra,,. ~ ~ ~ M4' ~ EN 'y r i . rw {l f 1. r tij y - -~~!F: -mss .~"!F• ..s+r~ b.j ~ r \ .y - ?i~' t r y . ! ~r I '+9 ` ~ . .t _ IN ~ DIT kl , ~ C ~ I - k i 0 1~~~~ /'C REV. ~~r N0. DATE REVISIONS BY
9. INSTALL TEMPORARY SEEDING AS NEEDED THROUGHOUT THE ~ n~ / / I t 21.62 ~ _ . i . . .J 20 DR. r f` i~~ f ~ \ t. . '>7~ I ~ 1. ~ t { 1 ~ 20 DRAINAGE _ ~ ~ ' s. i~ ~ _
CONSTRUCTION PROJECT. > > .94 EASEI 85 ~ ; 9 1 ~ ~ ~ -+.~~?r f EASEMENT ro , • 5~J ~ . ~ .b- - , r~~~ ~J ,CIF. ~ , F3' it. r~ :f .ai. '
10. INSTALL WATER MAINS AND SEPTIC FORCE MAINS FOR LOTS WITH rl' r.j . I it i
p OFF-SITE SEPTIC SYSTEMS. .24 ~ . 25 ~ ~ _ 0.14 ; ~f /r,l i D THE
11. BEGIN CONSTRUCTION OF ROADWAYS, INCLUDING THE PLACEMENT c~ ~ l • . N r ~ n . - r ~ _ = J• _ r DITCH . ~ : .RCP P _ ~ x:36 RC.ti .w / TRH - ~.C:.:~.
OF AGGREGATE BASE COURSE. j 12. COMPLETE COMSTRUCTION OF R0,4DWAYS, INCLUDING PLACEMENT OF ~ ~ I "~1 _ 'rte ~i.J • ~ !rf ~ r.,r - 0.10 ~ i. i INV. -Q 0~ ,~_r: ~ ~ ~ • ~ INV. r, W~ FES f _ , t-- N ; FE . ors r~ ~ R1 ARIA 5~ i ,
ASPHALT O • 1 ,a ~ i ~ 0.30 ; f - - 3.50 BUFFER /r /y ql
13. INSTALL LANDSCAPING AND MULCH AND SEED ALL • r J. r If 11 ? S E _ z 1~ _ i:~. 18 RCP f _ . W FES r y %~5~ ~ ~ GROUP P.A.
DISTURBED AREAS. ANY SLOPES LEFT EXPOSED WILL, / ~ - ~ ' ' EDGE OF
WITHIN 21 CALENDAR DAYS OF COMP! ETION OF ANY PHASE I x • • . "r .1 PATS, r,~. . - ~ COASTAL ~ ¦Engi~eering ¦Architecture•Surveying ¦Technology
OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH • r ~ 1 • .y1 may. - '-^..~.t.__ _ y . /,f i : . r: ~ a • ~1 • ~ ~ h , MARSH / Suite 205, 145 N. Church St, Sportanburg, SC 29303 864-591-3334, 864-591-3343 (Fox) Box 7305, 324 S. Evens St, Greenville, NC 21834 252-758-3746, 252-830-3954 Fox
TEMPORAR`l OR PERMANENT GROUND COVER, DEVICES, OR ~ STRUCTURES SUFFICIENT TO RESTRAIN EROSION. f'V 1 . 4.~ ~ ~ 3 C y.,{ rtir wi,l h•~r . ~f V f i yr).,'..:i PROJECT TITLE
~ 14. UPON SITE STABILIZATION AND INSTALLATION OF ALL rr r ~ Ltti: / . •'i ..sr 4.~ ~ brt t ~ ~ / ..l• ~ .w ~ , 1 i 6 t. 13 ~1 ~G ~ / X55 g6 C
PERMANENT EROSION CONTROL DEVICES, REMOVE ALL ' i r f; i ~"i G 1 1,Ir~ 'v , ~ ,1, ti _--f _ W BOAT RAMP
TEMPORARY EROSION CONTROL MEASURES. r ~ r`,V ; • V ~ ~ r: i h. 0 r. 1 I 1 r :..y c r,: °S~o~~ ~5~° ~ WI N FI ELD ESTATES
~ .1 ^ r :i: i1.a. o t. i • t'~ r' ~ 1 ' , ,..;u.,o-... ~ WETLANDS ~ .r I •
i I i - { ~1 ~ • ~ f •
~tIAINTENANCE PLAN: i. ti ` r ~ . ; . NIP i • • . ~ ~ i ~'i O
1. ALL EROSION AND SEDIMENT CON i ROL PRACTICES WILL BE ' int. 1} • { y' Bath Townshi Beaufort Count NC
CHECKED FOR STABILITY AND SEPERATION FOLLOWING EVERY ~Y v -j , ~ r ~ ~ 90. . 00 , DRAWING l1TLE
RUN-OFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN Y L ~~9' . ` 11 11 D . 77.1 . h 9 S
ONCE EVERY 1M1~EK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAfNTAiN ALL PRACTICES AS DESIGNED. V O ' N 7 ~ O d~
~9~ ~ r 6 S . .r 3
B 2. SEDIMENT WILL BE REMOVED FRGM BEHIND THE SEDIMENT i FENCE WHEN IT BECOMES ~.5 FT DEEP AT THE FENCE. THE ' i u ~ -Vi'i' Erosion and Sedimentation
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO GPS N~ - SPIKE POINT 8 ' GPS CONTROL 30 AREA , r..a 9 - RID 3 , 5 FT. G F CQNCERN TYP. 1 .2 45116.30 4 N 6
MAINTAIN A BARRIER. E_ S GRID 919.462 FT E 2 681, ..r,. CREEK Control Plan
3. EROSION CONTROL MATTING SHALL BE MAINTAINED UNTIL ALL ELEV = N AVD 1988 EV. 4.83 EL ~ 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 r SLJ 3/27/06 2 OF 14
INSPECTED PERIODICALLY. WHEN MUD BEGINS TO BUILD-UP, CHECKED DRAWING N0.
THE Ei~TRANCE WILL BE BLADED OFF REMOVING THE MUD.
q 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, i » > PROJECT N0.
I 20050327
I RAWING !S THE PROPERTY OF THE ST GROUP, P.A. ANY USE, REUSE, REPRODUCTION, DISPLAY OR SALE OF THlS DRAWING WITHOUT WRI TH S D .BUT NRI CONSENT OF E EAST GROUP, P.A. IS STRICTLY PROHIBIiID. (COPYRIG .THE EAST GRWP. P.A. 2006 )
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7 ~ ~i r' 1 33 N ~ ~ ~ h t • 0 eek i ~ Cr ` / 0 • ~ ~ } ,t ~,1. / • ' SITE LEGEND
~ cD 1 ~ r 1 ~ V •1.^ V1 r?' F t. C ~ ~ ~ Y , r - i r + . i ! % i ' ' / n, 1- WETLANDS LINE
~ I i v r r . ^ Jr ~ ~J J .1.~ ~ r~ ' ~ ~ ~ - . / / x , ~ ~ RIPARIAN BUFFER
. A • Hoff ti ~ - ~ ~b l l . ~ ~ 0.64 AC. i ,1 ~ f .4, rr ~ 'o / % ~ AREA OF CONCERN
A _ . ~I CAMA LINE
~ ~ ~1~ ~ i ti ` ~ V .W ! Ir ` , f /~-f ~ ~ NORMAL WATER LEVEL
~ ~ i ~ f ' . ti ~ !1 4 M r ' - NEW SILT FENCE -ti`
a ~ f ~ ~j `~,I y~ ~ 1 `J 1 F •'r f' ~ r ,~.r V j r k,`tl WETLANDS TO BE FILLED
L. fl ~i: r A f r~ o. ,qc. . , V 1 ,.t Q • ~ . rr .1 j~~ ~ i r•~, ,r ' ~f F <<~~ ` 0.013 AC. (TOTAL)
filtye.'s' -1~ . l ~ i r.4 Itl - _ t~ l ~ 1 ~ `1 ~ ~ I ,r rr ~ j ~ f ! ~ J. r rr" r l.• ,:~f ! 5 / ~`i
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` I :'rte--~ ' - ~ ~ 7t TYP. . 'i ,r1 i `j
ti r ' ~ t F i ` ~ i` ~ J •.r • Flr-f_ ..a a-. Jar it t~ W I if,; I f 0 ~ ~ ; ,O ~ 1.20 AC. ~ ~ ; , ~ ~ ~ ~ ~ ! 1
1 - LA ~ ND Fr' ~+m, E _ I r .a' qtr k~~• ..•~,.F _.x,~ t`` n 1• ~i t, i ~ , i ~ 1 t ~ / ~ f ~ ~ Q r i a j E ~ D r WI ~ } . 12 3 ~ r ~ o .l~ MPRSN
t i• ~ ' l ~ ~'1 / 5 n , \ INV. a ~ 1 ~ ~ ~ R r D ~ ~ ~ . ,r
• ..i • ra' ~ ~ . 0~ 1 ' ~ ~ 0 1 ; ~ ~
r - i,r~ EX. DITC~.4T0 BE ~ ,,4~• ~ i E F ~ ' f~• f ii - ~ j: ,r ~N PN`P 12'
~ ~ f i>, - I CLEANED t OUT & . f~ Y t ~ ~ w ~ 4 P ~ ROCK SILT f ~ G _ - M
r r I ` 1 ~ t' ,,z ~ '~n• r ~ 4.5 `I~~,r FILLED ~ \ } f •r~ 0.97 AC. I s 1 y nk ~ r 'S r Ra N ~ ~ • rl 4 x 1 V' r ' ~ • ~ ~ • f'n.• _ d J '-ate..., ~ii./^ ~ ~ ~ CHECK DA rf ~ ~ ~ ~ • ~ ~ _ I~. ?1 r~ r' ~ f , r 'ti t ~ ~ - ~ fir I
r ~I~;?~' i '^ti is t ti y 1 ti, • : • r .r f. !5 ~ 1 L , ~ ~-~.~n~.. ^1 .y ~ ~ rY lam} ~ ~ _ n t ROCK ILT : ~ ~ l ` r~ ~ it .l r, CHEC D f % r 1 l ~ i EX. GRADE y = /
~r1 ~i r,i; ` i ' r. . ~ ~ I~ E ~ I•
i r 4 , • I t ~ .ti i t i ~,x9~~ ~ •1 i~ J ~ } l~r ' r ~ .,-"''F. ~ ~ r i- ~ /
f L ~ • f ~ i' 5 { ~ f _ - rti, ~ r _ hl L~ ~ ~ i . ,1 l a 1 11 j WETLANDS LINE, Np, / ~n p 2' SELECT FILL
~ 1'' ~ .i ~ . . . , ,.1~~ /y~ ;f. . 1. 8 AC. ~ ~ 2 a v / ~~•f O • . . . . . • . . ~ .y iii r h \ . _ ~ ~ G ~ ~ RIP RAP ~ TYP~~ 3fi ~ _ ~ r i . ~ . FRCP ; •1 / ~ ~ _ - UNDERCUT W/ FABRIC
I •l r. ~ _ 'i i D • • . • F " fit. ItJTr ~ ~ 5 ~ 0 i 1 i~ ~ a S ~ I ~ . . _ - r-~'~ I . . ~ / - `'J
` ri ~I~ 7 F,~• f 1 i t . j. ~ I 1 4 i i p ~ ~ • ter, f • • • • . . .•~..."r~~. tit / 1' ~ /
~ ~i'~t' .I. ' ! I I ~ ,1~~. , 1..... ~ ~ 1 ~ / ~ ~ j' SILT . T ~ ti O w f 1 3 t r' ~ r~1• •j' "'mss. • j i s! ~ ~ ~ i • • • . r . t. " ~ ~ 1 PRIVATE DRIVE
t ~;r , r . . f I~ jj ~1 •r r i~ y . Ir' 11 L. ~ i t ~ ~ ~ i FENCE 0 1 / Q 1 r i '~~r.•..• r f ~ •r R - f O ~ i
.re t 1 . > . . . ,:r ~a~ , d' ur '~i tl ~ 1 ,o-. t:~. ~ L TYP. ti ~ ~ I'~ ~ ~ r ~i f f r i ~ ti ~ v r - ,r i C1.1 N.T.S.
4 ` ~ • i +1` 'a,, 1 ,y. t ( , i .t 1 ~r t 1. 7 A , . ' t~ / 1 r ~ 1 t i ~1 4 J ;r ;r ,r' ~l ~ r~ ~ 50' RIPARIAN BUFFER, / ONCE,
1r ; 0 C. . . ~i•.; ~ ; i . ~ is r ~i:. 's ' / ~ ~ 0 . ~ ~ ~ ~ 5,^ i ~ • .r i tk
~ iilt' ~ ~ 1 .~,r s ,;I; 1 sr ~I•` ~ l r ~ i . 4 ~ 0 . ~ 6 ~ I ~ • ~ ~ ~NETL DS TO E # i . , ~
• i' ~ 'i ~1 ! , ~ - ` • ~ i y / I~`, l . ~ = ~ FILLED 29 SF 1 ~ - r' r, 1 •1 ' i y,,,,,. - U . 1 . GRP~~.OR.~
li t I i ~ F~4 it ~ _ t 'I 1 f / . • I ~ .:J 4 ~ \ ~ ~ ~ 11 G A, O / 1 .r~ ~ 6 ? - • ~ k • f ~ 1 1~ r1 • - . .p PEE .
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61 ~~I ~""'1 1~ r~r•? a ,1 ~ 1 i h ~ i lU' ~ 3.89 ~ i r G ~ f r ~ ? • • ? .I ~ ~ . WETL OS 1 -l L DS TO BE ~
t 29 1 - iii - 5 i ..J 1 I / % .rte r f f FI D 283 ~^l {{1:r ~ ~ ~ D (283 SF) ~ ~
~ { r ~ i 1 ~ 1 'f ` j \ E _ fit: ` ` ~ ~ 1' tt • • 0 r'".. r ~ ~ ~ rr FE 0 ~ 4~~
~ ~ ~ ~ r~. e~ -r f _ - ~ i --r-.rr J 4 3.50 ~ 1 i ' - -
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- _ _ .o ~ _ 50 60 ~ .00 i I r ~ ~ < < , 2.03 AC. ; ~ % ti ~ ~ ' i i ' ~ r 1
20 DRAINAG r ~i ~ ESMT TYP. N JNAG i i % 1 r ' + ' ~ r . 1" N ~ • ~ t~, i ~ ~ ~ f' I~ 1 . ~ RIP RAP TYP
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i i <n ~ " { . . / . ~ fem. r ~ i /r ~ r " 1 ~~,a 7 / 1 ! ~ ~ I 50' RIPAR174N_ BUFFER, ~ TYP.
I i,~ I rA I 1 f i ~ ' .Q ~ _ k~ f ' II t ~ ~ l I . / f
Gi I • ~ I 1 ~ . G). z Q x4 . J ~ • ~ ~ 1.. _ N ~ i f ~ I, 'i• i I~ . ~ ~ ^ 1 / FE - \ ~ i _ .
AC. w, . 1.59 r , , k fr 1 ~ r r D f 1 ^'ti r 1 ~1! ~ ~ ~ CR G . I a~ r' r' ji i' ` ` . i f ~ ~ i 3.00. ~ . ..rte ~ I - ~ = r
1.96 AC. 1.11 AC 1.74 AC. 1.12 AC. w ill: AC. 1.11 ~ t~ ~ . • 1 ~ ~ c 1 - ~ ~
I i t i Q : .4' h' f ..s i . ~ l y . . , Y ~ / 3a~ AREA OF CONCERN •r - ~ ~ _ L TYP. _ ~ l.~ _ ~ ~ I . . •
}t,:- _ r O 1 f!' • • { ! r • ~ .
a ~ - , . i / . . a : ~ +c ~ , • - rte. _r' , . ~l' 1 v - f
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s~`•' ~ ,rl i 1 1 i O ~ G A / AI R r- D 1 V ELEV. 3.0 ` ~ _ G
I i ~ r' r ; ~ SM ; r E rf r FE r / f ~ ~ f - ~ _ 1
~ i Y_ / ~ ; .0 i / ~ i .r r ~ f • - _ ~
~ 1 ~ . O ~ ~ ~ ~ r. i 0.\I ~ rr`~ P r~{~ r / . / r r \ ~r• • r ti • , • L < <
~ h.} ~j , % / ? . f: + ' , } ! • I i • ? ~ ~ • ~ / ~ ~ ~ r~ ~ . I' -1 ,I - \
VJ _ f~ M ~ ~ ti / kr _ _ • . r ! • i, ;r ! ~ tr J . 1 ~ ~ r W I ~ ~ r NEW WETLANDS UNE ~ ~ - . GROIN
h w • t / • ~l rr• jr / rr ~ ky ~ f ~ / i' f i J , TYP. ~ < 1 ~ ~r . L
' \ 1- ! I! ` S 1 r f • fir. / / ,~r. if - / • 1 .f • 1• ~ 1 C r ~
I `Y ~ 1 / ~ . I~ ~ i/ ~ .I / / • • ~ . ....+r- ~ p ~ NEW BULKHEAD . 8 GUIDE PIUNGS J ~
~ r ~ ,i ~ N/ i • y .h r F ~ I • i i f i S • •i / / R TOP ELEV. 3.25 ® END OF RAMP -Jl F ~
~ 0 ' • r ' ~ ~ hc. 5 w.r i • . I ~ ~ • .Y1 r ~ f ~ i i
^ :'L ti 5'J j r - N . r r• /f ~ ~ l • { ' ~ ~ ~ \
1 ~ ih { / F r f , ~ ~ ~ •Y I ~ • ; ' ~ 0•' W r ~ i r
r ~ r~. w P i • { • { - ~ P r •7- O l - - i'
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"+Y f i ,,R~' ! hft ' f 1 ~ r' ~ N • / ~ ~ d ! i f I
- 4. _ ~ 30 DRAINAGE . ~ r SILT rrr ~ ~ I r ~ f ~ r' • / „ / a FENGE .j~.. I` . > > ~ ti~ J ti
. A: ~ W ~ _ , . TYP. ET - ESM . T ~ NDC ~ i ' . J 1 SL DELETED EV L SPREADER & \ L E
..rte / ~ • ~ 1L .r j~ ' - 7' i { / ~ I v ~
- ' ti _ /v~J ~ j' F _ i fry • R''. ~ Y1 • / ~ i ,o ~ 7 NORMAL WATER \ E F 03/30/07 ROT~66 & OPENGSPACE/BOAT RAMP BPB }
~t - '}F, • ~1~.• ~ -1 r f: _ +w ,ter ~ ~r r,t.. • i ~ ii~if'I~.~ii1~ . ~ l ~ 1 t I i ' f•~ • ~ • / r . ` . . • .r. TYP. 6 ADDED DRAINAGE EASEMENT ON C 10/26/06 yyEST SIDE OF COMMON LOT SLJ
_ _ 1 S 1 f~ h w.. rte'' t'',. ft r` LJ / } 1
~ i .I. f Tom,. A v.4r ~i u ~ c;% •i• t. ~ ~ r ! . . . . . r f r-•. r....~ ~ • r ~•1.~ . f 111 rF. 4'-, ~ i • :'~,c,_, 6 10/17/06 SHORTEN LENGTH OF PIER SLJ
~ _ ` ! ~ ~ ~ r r ~ i ~ r / f. ' * _ l i i• ~•`s i .1 • • ~ x~ y._ . • • r ;r r•~ 1 ~ REMOVABLE DOCK STORAGE
, I ~ . 1 1 I .i /j BIN TYP. i CORNER PILINGS TO A 9/15/06 ISSUE FOR REVIEW SLJ
. ~ - ~ , '1 f^ 1 - r i. ~ it r:~/' { - N ~ 50: = accESs r i _ '2 A'C. . 10 10 10 HAVE REFLECTIVE f i
- _ _ ~ m { -P { r. TAPE • REV. NO. DATE REVISIONS BY
~ ~ f^. r i } f'~ ~ W j t ~ ~ 175'. 175'.
Jr r ' j i , F ~ ~ 3.50 J _ - --1. iJ ' - ~ tl - -J ~ t f r r , ! • 1 ! I ~ `~Y1y f 1+00 ~yyq-~R LINE TO AND TO AND OF PIER)
I ~r ~ ~ i. 1 ~ ~ - i I ~ !s i i f~ - ~ ~ I :y - 1 V ' / ' ~ ~ 1 I t< ' O 10 I
~r/ ~ ` ~ 1 } f / ~ I h'• 1 ` ~ i / t• h~ r~ • THE
Y: ~ { / ` ~ I f - ~ ~ ; ? •
_ ~ - ~ {f ~ ~ x53 i! ~ s r a PROPOSED PIER = ~ EASE'
J 'tom ~ ` i r..~ }j ~r t: / r f ~ l r f kti,~ ~ti ' 1 I ' Y• ~ • ' ~i / ? Y•
. / a ' f i ,.1_, / ~ } ~ F / / f M ti+ - ~ / r + \WJ_TH (10) SLIPS . GROUP P.A.
. ~ - ~ U B / ~ 1 ~ P i' ~ ~ ~ . R P Q ~ 1 R ~ f r .i f r,r ~I ~LL• f _ • a_ _ r• i ~ ~ O BOAT SLIP W/
• ~ O 5 _ . r _ r - ~ f - - ~s;. O BOAT LIFT, TYP. N Q~: •E~agi~eering •Architecture ¦ Surveying ¦ Technology * s Suite 205, 145 N. Church St, Sportonburg, SC 29303 864-591-3334, 864-591-3343 (Fox)
~ - ~ - ~ _ - - " YAK .k / ~ - - ~ ~ h..... ~ 1. , _ (10 TOTAL) -v ~ OPEN SPACE LOT HAS 94 TOTAL Box 7305, 324 S. Evans St. ~~~~,~e, NC 27834 252-758-3746. 252-a:ao-39~ Fax
i - ~ ~ f - ` • J~ y • , e 94'x4' = 376 SF AVAILABLE PROJECT TITLE
~ E i G ~ ~ 0 ~ G 4, - _ a ~ i .S 6 - 0 3 - i O ~ ~ O 20'x2' FlNGER PIER, TYP. * SF OF FINGER PIERS & PLATFORM ~
i - _ ~ p P~ . r 1 1 - = 360 SF WINFIELD ESTATES
~ , = . _ . ~ - 9 ~ ~ 3 ~ 1• ,:1 ~ 4,-~r ti• O e ~ ~ • I
, ~ • S ~
6 6 i MARSH a. \ ~ , ~ 8~~~oy~ ~ ~ ~ O "BOAT RAMP/PARKING AREA"
9 _ _ PILING, TYP. O • ~ Bath Townshi Beaufort Count NC
. i ~ ~ s
3 ~ ~ o. ' ,'r' } 1 0 S \ SEE SHEET C2.1 FOR DRAWING 11TLE
•0 0 • . • PIER & RAMP DETAILS C a m a P e rm i t
w 10'x12' I ~ B
0 s PLATFORM GAZEBO __.v- Pier Layout
o~ ~ . • ~ ~ •
l •
I ~ ~ - - „y I
i ~ • • ~ ~ r ~ SCALE DEPARTMENT
AS NOTED CIVIL
~ ~ DRAWN BY DATE STARTED SHEET No.
ENLARGED PLAN Owner~Developer: SLJ 8/21/06 1 OF 2
~ ~ i Clear Water Marketing CHECKED DRAIMNG N0.
~ f I c/o Ross Beebe q
~ f ~ ` r 20 ~o 0 20' 309 Middle St. Suite 3 APPROVED
~ 1 i ` ~ ~ ~ 1 "=20,_x„ Ne~v Bern, NC 28560 Phone: [phone] PROJECT N0. S
i b i Fax: [phone]t~327
i
1 { THIS DRANANG IS THE PROPERTY C~ THE ST GRWP, P.A. ANY USE, REUSE, RkPRODUCTION, DI~LAY OR SALE OF THIS DRANANG NATHOUT i7EN C ~ 7 6 5 4 3 ~ 'T i7EN CONSENT OF E EAST GROUP, P.A. IS STRICTLY PROHIBITED. (COPYRI 7HE EAST GRWP. P.A. 2008 )
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~ E ~4 3 nW.euaT:w o.......a1Y.1YY.l~ll~~rs..a,.:; ~ .a AtrYn ~wp' , '+Jr~~;:.. 4t'#' ~R2+`91Y '.'~V ^1::vx,yi;µe.:,~p~ b.PI.J, M arxa.v%rsw~ , A :~;k A~ :3i pI//
, i9. gs!a+ ~ 2'~-x-x is rn.... .T?.~ ::.ate ? ?i:': c-.i 'a~T.s ='r".a.. c".. ~ - rr ~ AImF RGz' Rfa~ EF3-: CT=c ~ h?'se 'i:~ Ia--.a' ~ ~ !S~' 9S~ Ez? Ste' e...... _:'3 r?*~ - f ~ t Y 4 f ~~a aT_c +z, ' i~a. ~a~a aaa + ~ \\\~\~~yQ~;1 CAi.~~/~J/
1 ~ ~ r, ~ l A ~ ~.m'7 ~r3 W'c~ cu ~'E:~ ym~ 7'a`5. prig 3".'" F~"sa~'"=~tl Tcrc~i e.,:: '..ii :-'::i+ 8~ ~^d ~ C~3 i''ai C"uc~ ~!4 p~ a . ,~a,~ , . ~ 2 F .'y"' ~ r.' 1 { 1 I! ` ~O ~ ~~ESS/ . ~ ~ ~
~ vr~ S' ~ ~ I 1 j UMITS OF _
~ ~ 1714 w'~ ~ ~ II j t i ~ DISTaJRBAyCE
~ ti T ~ ~1 • ~ ` a V ro A~ { ' ~ Y ~ 1~V I !1 ~i C ` ~ , { a ~ I~! a { ~ \ ` ~ ~a 6" PvC P % ~ : y
1 / 1 ~ `~y Y ~ \ Qjt d 4 ,8 ~1 ~ / ~ ~ ~ \ r- ~ a ~ v ~ ; a ~ 1; . ~ ` b E WATER N~~~•2~~
1718 g / .i I ~ I
W i; a 5 i. s k i E.K. 3,. 1? I I 111 w \2j
1 .I f n'~MkiC, ~I _a ~ ~ i0 n ~ ! ~ P ~P ~g ~n/ATER .e. ~ - . ~ ,~4.: , ~ ~e~ LINE ~a~ ly:
~ b a a r ~ g ~ r 0 ~ 3 i k z i i
eek R d. F~ ca ~ ! ~ ~ ~ h ~ t f SITED
~ 17fi7 ~ \ .g ~ p. ~S' ~ ? ~K 1733 0 ~ • ~ ~h +G.'. +4r. a:~ ~r~'.7~ ~~b.Y~ 454 ?l.T !l.W f - TOTAL ACREAGE .......................................141.90 AC.
0 reek. ..~,,,,a ~ . c~ rn . } 1 } l ..................4.59 AC. ( ~ OPEN SFACE
N n F! 4 ~ ~ ~ c ~ r 1 Y fi (i. ENV. ~ ~ ACREAGE R/W ..............................................9.18 ,4C.
: ~ ~ ~ ° ~ • 4„ ~ ~ ~ ~ ! I ; • ~ 3.50 t. , ~ 0 NUMBER OF LOTS ..................................................97
Haft ~ • G ~ a Z ~ 1 'c• i 01 ~ I I I r ~ ~ LINEAR FEET OF STREETS ...........................5,987 LF i.~~ j 1
R. ~ ~ Q > b AVERAGE LOT .SIZE .....................................1.26 AC.
1 ' ...v.i...~w .~P G ! ~ ~ ~ ~ 1 / R . i ~ TOTAL IMPERVIOUS ~ ` J
Q R 0 o P 1 ~ y---~.",.-...1 1 P - ~1 > ~ ~,,..,.,,.~.1. o`~ 0 (ROAD & OPEN SPACE) .............4.54 AC. (3.20°0) . ~ ~
~ ~ ,Q ~ ~ 0 q ~ 6 P ~ ~ f J i ~yo~~,, ~ rn ~ AREA OF CISTURBANGE ............................34.12 AC. r` O
A r s H c ~ t I
R k Y' ^..r",,.... i ~ . , ~v ~ GENERAL NOTES: C
% ~w+. k. ~M^. a wVWw/ 9 9 3 :j . I,~~~ ~ (T1 ~ 1. ALL VEGETATION AND TQPSOfL SHALL RE STR?PPED FROM FILL AREAS
J {y n L L a 1 CCC y / i ti,~ ~ Y~ j~~1~_.~`' I 4~ r N PRIOR TO PLACING FlLL. ANY t7UESTIONABLF OR UNSUITABLE SOIL fl" _ : n CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
x _ ~ x µ,,,,a,v. ~M 1 ` M^~^^ 1 f ~ 6ti I ~ 2. ALL FlLL SHALL Bf_ COMPACTED TO AT LEAST 95q OF THE STANDARD
.~.i.nwi. .........~n / ~ ' • 1 ~ 1 y MM/v/~ µAA.Ati ~ ~ ~ ~ JI 1 i i 1 . t( ~ k j ~ ~ ~ PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
k! ~ 1 wµn,~wn ~ r o ~ r a i t l 1~) ~ ; ~ ~y.~;. J ' = 3. GRADING CONTRACTOR SHALL SEED ANd MULCH ALL DISTURBED AREAS
/ ~ 1 rrrrmr~~~r~m~nsa~a~a~,~~+rrarm~te~r,~~a~sr~~~~~~~~~~~:~~1~;.~~ i ........fem. i ~ 1 I' ~ ~O = IN ACCORDANCE WITH THE SPECIFICATONS WITHIN 21 CALENDER DAYS f i ~ ~ ` ;'=~-E,y' ~ ~ _ ~ ~ ~ I OF COMPLETION OF GRADING WORK. UPON COMPLETION OF THE PROJECT,
~ a'~T31 PF.9Fl ~4 ~ @!~ ~ ~ iii ~ 443 ~'e 851 ~ E~ Fri ~ °•.Ea u`3 PF ~ ~ sE'!! ~u~ ~Y.wwwM wN?~v.w „WMnw fIj ~ 1 • l THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS l } ~ 4 ~ - ~ o .P :aa„~ , ~ O OUTLINED IN THE SPECIFlCATIONS. ALL DRAINAGE PIPES SHALL BE
MwMw .~w.~.. O ~ ! ^li~ ~ . r x ,f ~;'r`I I I j P 1 -;I I 'rl CLEANED BY THE GENERAL CONTRACTOR Tr REMOVE ANY SEDIMENTS
Ni:~ ~ rf ~ , ' ~ I i I ~ ~ ~f ~ o I~; ^ THAT HAVE ACCUMULATED.
j f 1 I d r i V• ` 6~ a'' t 1.07 AC. I y ~ J 4. ALL PLANTING AREAS SHALL BE BACKFlLLED WITH TOPSOIL AND RAKED {I i. 1 ~ ~ 2 3~5
~ ~ ? . fn 1 I • f . ~ X. DIT • ` ~ ` ~ ~ , 2 2.~8 AC. TOTA DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR I. r I; ~ ~ M SEEDING AND PLANTING.
, ;I. j~f • , t , I I~,> : t, 0.99 AC. 1;~~' r 5. ALL U11UTY TAPS, CONNECTIONS AND EXTENSIONS SHALL BE DONE IN
q tiM I 1 :I; ~I: ~ ; ' ' , ~ ~ I l I ~ ~ ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES.
A ~ ~ f j( ~ :fl f .ji I JOHN SCOTT WINFIELD ~ , s, ~ ~ I 1 `a ` ~ 6. LOCATIONS OF EXISTING UTlUT1ES AS SHOWN ARE APPROXIMATE. ~~l l ~ ~ ,i• + ~ CONTRACTOR SHALL FIELD VERIFY LOCAl10NS AND COORDINATE CON-
I( iii ; iii TATS FILE 01 E 362 ~ ES ~ r STATE FILE 71 E 192 ` ~ E 14 ~ ~,1 1 ` a 5`~~95~ "~~`j'~ ` FE ~ NECTION WITH PROPER AUTHORITIES. CALL "ULOCO" 48 HOURS BEFORE
fjj -'1 ~ t ~ ~::L ; • ~ 'Y' DB 779 PG 92 • o ~ ~ " 5.94 ANY EXCAVATION iS BEGUN. i' ~ I ~,aab ~.2Q;-11 J ~ . ~ 3 INT. 6.33 7. ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS
-ter. r ` 1 M,~+.ti.\~!i f j .;sue DB 779 PG 644 , _ h r r r O. l- . ~ 1 DB 779 PG 646 '1 t + ~ i ~ - ` , ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
I I 1 ~ ~ ~ ,s+~'"' .f. - ~ r ~ / . - r- MB 21 PG 53 = ~ ~ - . r • - - ~ INV. ~ ` 2 6" 45' BEND ~ ' ' i i ~ ~+~---Y' C) 8. NCDOT DRIVEWAY PERMIT IS REQUIRED. ~ ~ t1
I ~ I . f Z,.- . ; }`c'am--+~.r- _ 1 f ! ~l .,~•ri~- rr, ~ ~ 4 DRAINAGE w.. 2 ~,i ~ k'" ,.5` air ,r F;• r~_ ~ _ _ _ ~ EASEMENT ~ , 1 ~ ~ FE~ a~3 ~°'~~!i" " , 6" TEE & 9. NCDOT ENCROACHMENT AGREEMENT FOR UT1LI11ES IS REQUIRED.. ~ ~ ~ ~ 1 ~ ~t1 ~ ~ ' 'g" ~r ~ (2) 6" G.V. 10. NOTIFY NCDENR-WASHINGTON PRIOR TO COMMENCING CONSTRUCTION.
r! - r1 RIP ~5 \ 1 •,n ~l \ ~ _ RAP ~P. ~ ~ ~ ~ ` ' ~ ° J : ,A PHONE: [phone].
_ ,ti l i ~ 1 r 84 . :.f. ~ -.~X. DITCH E r f T ~ ~ ~ I P• ~ , ~ k"~ ~ j x ~ r' L 11. ALL LOTS SERVED BY CENTRAL WATER SUPPLY AND INDIVIDUAL SEPTIC l .F,.. r / ~I~ " -i
? L,~, • 56 .n ~ ~ 5. s. ~ o 6. s .iN SEWAGE SYSTEM. ' ' ~ ~ ` - ' i ~ ~ ; I t I 12. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM
~ 2 - ~ ` Fl, G . ~ 3 - _ 2 ,y - . .....,.a.... _ ~ ~ , ~ ,fir ter. - T~-z' .us ~ ° ~~j~~ ` ~ 1988 AND ARE RELATIVE TO MEAN SEA LEVEL 0 , ~ ROCK SI~..
! . 'LG 1 r 9 ~ .'C, f ~ 9 k ~ O ~ f ~ o ~ 4 R r~. •it! a4'' .ri. ~fF' ! ~t: ~ .ti_ ~{i 1' Jy n~Ji ~v t 1_.:;:1;1 O •'y 1 ~ s t• ~ by •5 ?`b ti ar• :~i ~ yl • 0 W FES ~A r 1 N~~ ~`~~~5~,. ~A~~~f• ~j~T ~ ~ FlRE HYDRANT 13. AN EROSION AND SEDIMENT CONTROL PLAN SHALL BE APPROVED
_ L9 _ . . ;tip 1 . 5 6 1 r ~ ' IT EX. D C 1 ~ - ~ ~i• 1 1 t INV. ~ , ~ :t I ~ ~ . Np X ITCH L -j...~„ ~ ~ ti E D t~ ~pty~~y y~'~~ - FENCE. ~ ASSEMBLY & PRIOR TO CONSTRUC110N. I~~ ~ 1 1 ~ • t / I h A o~ Any ~ .5~3~~~ 7YP, I I 6 PLUG 14. ALL ELECTRIC UNES SHALL BE UNDERGROUND.
- ? - _ ~ ,,.5 o• r , T4 BE 3 .k,, 2• ~ F• h 95. ~ ~ ti, Q" , k 2.30 ~ 0 A t ~ ~ ~ { , ~ hF~ J I , 1~ 0 N . . . ~ NI •'S ~1 ~ S ; De.j ~ :o 1, ' ' ~ 15. A STORMWATER MANAGEMENT PLAN IS REQUIRED.
' tAc 2 0 / 5 CLEANED 0, 1 y 1 ~IMITS \ t ) . , OUT & . k~ ou u. .41• r RT f r ~ ~ _ ` ~ O l~~r' c5 ~~-T ~ ~ I ; I 16. GENERAL CONTRACTOR SHALL VERIfY INVERTS ON EXISTING STORM
I ~ :lL „1. I r.• ter., _ ~r~ ISTURBANCE ~ ~ 1 i. z a x:I ~ t jai . P ~ ~ ~ ~ / ~-~~G~ z°~ ( rr. -5O' TEMPORARY DRAINAGE PRIOR TO CONSTRUCTION.
I r.ry ~ ~ 9`' ? E _ ~ _ ~ ~ INV. i 1 R. - fem. r Q. ry f/J J t ~ ~ 1 A ~ ~1 ' I CONSTRUCTION 17. CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION OF WATER MAINS ~ ENTRANCE OR SEP11C SEWAGE SYSTEMS PRIOR TO APPROVAL OF ALL PERMITS.
I~ ' .G. ~ ~ •4~ z~ ~ r ~ f~ J r' a r .t } 3.~ 1 1 M1~~ , 4,' I 1 t ~ 1 o , . ~ _ ~ E ru f WETLA _ . ~ ' fi1RE I~XDR~NI JIG ~„r. r,. r ~u~Trn~ c~~nni ern ov CAI I[Y~DT ~ro ~e.~TV wnTCD I1GD ApT?I GAIT
i HN SCOTT WINFIELD JO f~F,ir ..r, . r_ I s~~~~~, ~ .r / i r.: . r ' - • ' Y. A• Ire ~ ~ I 3 z , • i M + 4, { v-~ ~ it 1 .D Y I, R Ai \ N L f• A L G ~ _ E . --~5 ` J ~ .7~ ACi. tD ~ I K 10. t'V I N6LL YIH I CR JVrruGU v ~ oCr~v~ vn ~ uw~~ i ~ ..n ~ u. v~~
TATS FILE 01 E 362 ES 1 i; T • _ 1 ' 2 .i ,1 ~ r. - I i Vl S . .i - M -y-1, r T. G• . 2.30 AC. c ~ . c+'° J ` 19. WETLANDS HAVE BEEN DELINEATED AS SNOWN ON THESE DRAWINGS. ol. '-~w'~ 2.78 AC. TOTAL, • ,~.g ,~~a,~;d~ ~ I THE ONLY BLUELINE STREAM AS DETERMINED BY NCDENR-WASHINGTON
T FILE 71E 192 ES ATE i 779 PG 92 DB NIP 6• : ~ . .1 `EX. DITCH EX. DIT~ . ~ ~ ~y ~ ~ ~ ~ • 3- ~ ~ 'i F ti ~ ffi~` ~i ~ ~ \ ~ ~ IS LOCATED ON LOTS 71 AND 72.
1 ~ 779 PG 644 DB i TO B r . , cv q1 M .ill ~ •.i - ~ >f , t /1~ ~ jam,: ~ • ~ VJ 1 Q P L I
B 779 PG 646 D M 21 PG 53 B CLEAN OUT d~ , 4 \ . i b- r f ~ L~. IF 8-- D ~ ; \ _ ~ i ~ ~ ~ ~ ~ Fr - ~ 0 80RE
f i ~k w 2 , aE+ r- ~ ,ti.. Q INV. FILLED ' _ i v 80 0
~ ~ I 11 ~1 w ~!N 1 ~ ~ 3.74 k•. h ~ . I N ?1 ~ ~ 1.26 AC. r r ~ ~ ~ ~ ~ ~ G p I ~ ~ 24 WIDE ? ~ I ~ I WIDE ` ~ / ; ~i
ti ~ ' O 1 f 1 1 . d` . 1.25 AC. 1.I 3 AC. 9 tr ,y. b~~ 1.2~ • ~ 1.21 AC. • l • ~ n. I - ..6 ` 1.24 AC ~ P 0,94 AC. ~ _ I i 1:s ~ '~7 ~ ~ • • • ~ TYPICAL LOT SETBACKS:
n N ~ 1 1 o . ~ 1 ~ ~~'ti r' . 0 II:.•~~. sPS.1L•~ i F:•J • - 0.74 AC. d SILT I 'w ~ ~ ROCK SILT . U •D.61 AC. '1'~ 2.12 AC. ~ FRONT: 30'
a I R . N A i i C r f - • 1 11LITY ou ~ S ~ `v . T ~ .3._ I .l 1.4.Z AC. FENCE I >.t. , ~ HECK DAM r II 0 C r ~ 0 i 5 ~ SIDE: 10'
f ~ ~ 1 0 0 \ r T ' t~.. Y , o ESMT. TYP. , ~1 ,:r 0.82 AC.-~ ; ~ ~ ~ r ~ I:i.' r SILT • . ~ ~ f• ! t TYP ~ 1 • 0 TYFy 1 k r 15 RCP r ~ ~ j - ~ ~ - - - - 17 69' , ~ ' • ~ ~ REAR: 25'
~ i ~ k 0 DRAINAGE , 2 ~ ~ ' EASEMENT N ~ . . FENCE I~ . 145.00 , W ~ , 74 ~ ~'y . .13 , Y ~ ~ ~ ~ ~ ~ 15 RCP ~ ~ ~ ~ NiF "A
0 3 .3 8 , 1. 2 19 TYP~. , ~ 10.5 .88 , ~ ~ • ~ i 1 ' I 6.0 _ I w FEs ! ~.hr' n I fl 1 I (i~ j f( i 0.77 AC.:' 71 0 ~ X96?• ~ ~ . f 22.
i 5 1 ~ • 0 , f O J~• 5• T~ t 0.81 AC. 11 I ; : n- , r' ~ r , ~ ; , I „ C •,h R ~,I~~ ~I., 6 , . 0 u:. . I: 5 20.95 o . o ~ . I. ~ 2 .-I~3^ ~ 3 0 / 5 TYP. 1 0 3 0 , I ; ~ 1 r I 69 : ~
9 c~ S i . r~ ~ ~ h. ~ 2 , t'. O r. ~ x v/~•~~ A y/~ 0 :a-- . v iti ~I ~ j - » 1 ~ ~ - i 9~F7 ti ~ I - .:I ~ ; 24 _ 9 R :.~a CP ~~I. 5 ~-3.69 _ j,, w 2.2 F 6 E : , S ~ - ' ' ' ' ~ ~G "dry" ' `t ~i ,j I SITE LEGEND:
I 2 ' ~ INV. ~ 0. ~ f 6 1 _ , ~ ~ ; - r, ~ ~ _~i,r 0. ~ - 0.79 AC. , - i i ~ 0 k t .r..•' 1 - 1~• Q0 , ~ ~ j 1= 9 f ~ 6;
0• S 9 4.63 1~~ t - I It . + _ ~ N• 0 = " ~~~II , 0 ~ .00 9 s~ 95 5. , 0 40 5.0 f 0• - 1 A 2.0 16 ; j I ~ , I- ~ ! 0.96 AC. % 01 'S ~ _ ~ CONTOUR
~ . ~ ~ ~ ' p. r R ..8 1 5 , P .I ~ I l ~ I 0 0 ~'y 5. . 99 5 3 ; 04 N ~ I.. A - V - ;;f q I 5 ~ . 5 . 6 13 Od ~ '1 ~ r ••1~~ ~ Y,~•~'~~ ~ , ~5 p0 ~,si' ~ I I ; C~.OCi SPOT ELEVATION
..4 ~ ~ 9 ti cP - -L.-.,~ 0.76 AC. ` ~I , - o ~ ~ FIRE HYDRANT r ~ 5 ~ ' ~ .DITCH , EX _ [Ay , S I .9 M Y 0 ASE 8L , I r 0 1 ~ , • 2 , 10 i 1 ~ R° f 0. 0 t 04 ~ Q ~FH FIRE HYDRANT
~ A~ ~ cA 0 ' I ~ h~' F r r 2 n a . i I I' I/ 1 ~ 1 r ~ • ~ ~ T ~ ~ 1 ~ 0.93 AC. ' r ~ 11. 5.66 1. - , . 40 4 , . 95.0 ~ 85~ - I WATER VALVE
0 0 9 t' ' ~ ' s''• • J 0 ' r u41 t< % ~ " , ROCK S L I~ _ R I AI N - r.1 '1 ~ G ~ ~ t.: f , CHECK DAM ~ 5 , ~ 2 ~ ;a - 0 ~ j ; ~ E .DITCH ~r- ~ ' ~ • • ~ \ ~ ~ PP POWER POLE
~ r J' . ~J' ?f INV. ~ _ 0 V V ~ . - 0. - A , ~ S 4 F r , 9 . ~ .J. ~ t• I R 19. . ~ AG IRE HYDRANT V , ~ ~ i E 6 P r~ ~ E i• i S a ~ C. , r w.. Irl T. 4. ~ • : SSEMBLY ~ ATER MAIN I ~ - : W - /~;s/% o~ `30' AREA OF I -i FLARED END SEC110N ~n ,`,.o' CONCERN, TYP. , STORM DRAIN
o~ - 1 ti 4 3.23. o ~ . 4 ~ ~ ' - ~ ~ i f h~ - ~a.. r ~ ~ + i J /~'!1 ~ I r ; y:1~/ '1 ~ ~ J I J~ ~ ~ j f r ' I, ~ - 11 ~ .r,-~ ~ ~ ~'F I~ / ~ WATER MAIN
1 ' _ ~ V A .,r ~ 0.59 C 0 l 6 • 5 ~ . ' 3 • ~ y~ r~•`•!r ~ I ~•'i1 • - i 1.1 ~ I' o . 4, ,I E ELECTRIC
1 • t, ~ ~ 9 r~ . ~ , 1 v J X 6 EX. DITCH g n~ - ~ ~ r.~ 1.06 AC. ~ 0.98 AC. k ;1 i~. 1.34 AC. . i X.. ~ • i . , • }:y - 1.46 AC. r: 1 ~ i r I.r ~ ~ 2.27 AC~ I • sr • • ~ti~~:' ~ ~-EDGE OF I X SILT FENCE
5 ~ ~ ~ c~ O . r ~ r'' 7 ~ 5 ~ . TO BE o. ~ 6 1 • ' 0.60 AC. r ; ! ~ ~ ~ ~ 1.67 AC. LIMITS OF ~ • ~ • ~ , 7 ..r~ •I~ I ~ 414 r.. 67 C . ~ . 1.28 AC. ,i t .i s. 1. 8 C. ~ 1.04 AC. . , - 1.12 AC. _ ai. ~ ~ I . . `o / L30 COASTAL MARSH 1 AREA OF CONCERN
5 9 r F' 0 ~ . ~ . - CLEANED J r _ o ~ ~ 4 0 I T RBANCE ~ "3 ~ • D S U ; 3~ 1 li3 . •h 1.1 AC. AC. i . 1.08 . ~ i I 1, l f i A,. f. ~ I 1 • j! i~ / / ~ ~ ~ 1 \ • 1 - 50' RIPARIAN BUFFER
. OUT & ~ i ~ ..1 0~ 0• 9 ~ . . FILLED ~ 1 ~ Dr 0 .a ~ t , ~ 'l. y. ~t .I• i ~9 ~~/Zy 00 { WETLANDS LINE
1 _ - 0.62 AC. g. ti 1 ~ ~ r • . i 1. } ~ ~1 ~ h.' . ~ ,I~f, 1~7 ~I fr ROCK SILK _ - h I ''i ~ EX. DITCH i ~ ~ ~ CHECK DAM ~ ~ ~ N . ~ i+ TO B 1 ~ ~ I ~ AREA OF DISTURBANCE j G ~ FORCE MAIN
~ F . ~ s o a o a~ ~ ~ . . ~ , 0 0 O u. ~ ~ - 1~ ~ T ' • y'~ ~ ~ ~ r O r 4 f :~8 AC. ~ t ~ ~.~1.; ate. ~ ~ tt INV. ~ i CLE~IED i ~ ' I
4 = - ~ 9 0 ~ i. ~ A 0.64 AC. 1. ~ : OUT & , 30 ,3 0 ~ 0 ti ~ 1'• r . ~ ;SILT , • ~
T ~ L - • r1 ~ 1 + r ~ ~ ~ . - tiiJ l•l' . ~ ~ 0 . o 4~ 1I ~ , ~ V J • • • •y,• 1.30 AC. , ' ~ , . ~ . , FILLED . N w ~ 0 ..1h FENCE ' ; / , I . ;arI^ ~ Q 5 RI 5~ RIPARIAN I
_ j , f . 6' . r: 0' o z ~ ~ ~ . SIRE HYDRANT 1 9 - _ r'~ - Q. _ I ~ q ~ I l 1, ti. ~ , ~ TYP. _ ti 1 • ~ 8 FFE r r,' BURR,
~ - ASSEMBLY & 0.66 AC. ~ ~ ~ ~ f 0 ~ ~ ~ 6 G.V. - ` i ~ • ` , • ~ 1. . •ti . F ' • EX. D D _ ~ TO BE:
fi? ~ , ~ 9 5 TYP. 1.44 AC. _ ~ •I ~ ~ it - j ~ j , i ~ :•l. 1 . ~ r • . • • If i / ! ~ r .i, f l ' I CLEAN D A• ; ~ ,r. ,n 0 if {r,, y ~ ~
0 7-0 C r ~ ~ I h ( rtij _ ~ r 1 ~ • I rr . , 1.53 AC. ~ , 1 OU h. 0 . ~ I [ I c
p ; • \ I ~ • ~.0 ~ - JS r r . % frQ h f .r. ~ I r .I ~ r VIDA J. EVERETT
1 ~ ~ - 1. 9~ AD. 0 8 ~ 9 - ~ 1.20 AC. f _ \ ~ 1 r ~ P. _ t~, I ~ .r l fir- % f !rte ~ `ti ~ ~ • . i f ` ~ r yr . . . . • . ; • ~ I ,t Y r~ ~ F, SILT r' • ' 1' ~ . cb i~ ' . . ~ FENCE ~w r' ESTATE FILE 92E/147 0
C \ I INV. 1 p 6 . ~ L O , ^ ~ • ~ ~ ~ . ~ ~r• f rte. T 1 ~ r~ • rte. is , I ' y ~ ii`i > r „ . . ! . 1 . 1 / . 1 I . ~ i
1.00 ~ - 4 P ~ , I Q . v . . ~ P ~ ~ ~ ~ 9 . • may, . t . , ~ • . r • ~ ~ ' 73 l I ~ , 1L ~ 1 % ~ • j • 1 r" ..;,r ~ , ! r r' ~ t. 1 I F
r ~ li V r'Y . ' n• r'~ I\. DITCH ~ 1 . r- - 1.99 AC. 1 CA ~ ~ ~r . r .1 . , ~ . / . I ~ ~ _i ••2 / • .r• ~ L'
f ~ ; . r' ~ ~ O ~ • 0 14. 4 • F r - 0 ,
G P ~ o , : 1 \ ~ . . ~ o - - n: r G x • 0 - t ,r ; ; 1 j I i~ x . . R. % i
. . 'S P ,.,u ~~.2.29 . ~s-C. . ~ r 1 4 , S • 1 • 8 0 ~ 0 i • • • . I1 Y~ . . • . ~ ' • / ~ . . . . I
' r;'~' nr. ti n 8 ~ ~ ~ 8 .1 0 ~ 3 1 ~
0 FENCE 0• ~ 1 f ~ - WETLANDS ~ 17.29 ~ o LINE TYP. d o~ 7 0 29.0 1 ~ o~ ~ . > > . 0 ~ 22.58 DELETED LEVEL SPREADER & E 03/30/07 R~TI 66D & OPENGSPACE/BOAT RAMP BPB
: 4 - . ~ o 7 7 h ' L40 . WETLANDS 7 1
2.22 A f.~ ~ Jj ~ \ c3~ 0 .11 0 W 4 2 . 5 111 0 1 45 ~ LINE TYP. •0 0
.t ` .r ~ ~ ~ ~ 8 s~ D 03/08/07 REVISED SITE DATA (AREA OF DIST.) EHA E REVISED FIRE HYDRANTS
~J I 0 0 - , ~ ~ c3` auto ' 0 4. , 2 ' 8
, . o..- 1. Ac. _r , ~ s J`. ~ 12/04/06 CHANGE HYDRANT TO FILL TYPE EHA
' ~ 1 FIRE HYDR ~ ~ ~ . . 50 RIPARIAN ~ r ~5 ~
f ASSEMBL-Y : FF R ~ BU E s 1.86 AC. ~ ~ ~ ~ ~ ~ nP ' B 10/25/06 REVISED DRAINAGE AND SITE DATA gWW
2 ~ ~
r ~ ~ ~ _ ~ 41.44 ~ . L50 6 .00 A 6/19/06 ISSUE FOR REVIEW BPB
~ f 2.03 AC. - / ~ - ..0, ~ ~o REV. pA.~ REVISIONS aY N0.
~ ~ I n n n n
, r .a ~ i - i
,.fti f i f fi ~ , r i
1 5fi ~ • •i, ii ~ f ? ~ s i ~ I i /i `i ~i r J: r N P U N G 0 C R E E K THE
~9, SEE SHEET C'l FOR EAST
~ a.~ I r[ ,I - _ st - ~ 1 ~L W i ~ •a~ f 1 ~ c - ~ ~ ~ _ ~Jl~ ~1 ' Y _ - f• CONSTRUC110N SEQUENCE,
~ ,P` Q I A .a ~ ~ J: . _ ~ C. _ p0 MAINTENANCE PLAN, ROUP PTAs
~ F - f S ~ ~ ~ ~ : S) LT f - - _ - j- ~G / 5a 59 VEGETATIVE PLAN AND G ~
FENCE = ~r f- ~ i - i' ~ • v' JIG ~ ,~5 0~ SEEDING SCkEDULE.
; ~ f f i ~ J t9,. r' ¦E~rgineering ¦Architecture ¦ Surveying ¦Technology
f ~ f i r ~J r ~ APR 0 5 2007 Suite 205, 145 N. Church St, Spartonburg, SC 29303 864-591-3334, 864-591-3343 (Fax) Box Y305. 32~ S. Evens St, Greenh7le, NC 27834 252-758-3746, 252-834-3954 Fox
.r . ~ ` ' PROJECT TI1LE
~ f ; _ j / ~r J NOTE: 60' PRIVATE R/W C
y . 11 ~ . • . ~ ~ • ~
~F. %i;} . ~i9' h~ TO BAC'K~OFACURB ~ / ~ry 116.77' NORMAL WATER T ^ryry• 4 .Od' LEVEL, TYP. R30', ~ ~ TYP. 3 WINFIELD ESTATES
i. F 7~ .I.~.. f j ~ ~ ~ ~
l• { d~ r• ~ / j a 0 R340' ~ g' g' 6' 20' PAVEMENT 6' 6. 8,
..r v. ' . t. i f f . ~ ' . is 12.50'
~ ~ ~ 3 ~ _ % R6' Bath Townshi Beaufort Count NC
J w' j ' ~ ..~ti ly/ - 1 N~ DRAWING TITLE
L~ ! " f ti -MIN. 2" I-2
i ~ ~ (,a _ _ , 1 ~ ~Z ASPHALT
_ . _ y ~ ~ F ~ EDGE OF ~ t f F-~'. 1 /4 PER FT' 1', pER 3 ~ PER B
~ ' ~ ' ~ ' ~ ~ COASTAL MARSH _ - ~ 6 r~ { ? R320' ~ 1 ~,P~~ Erosion and Sedimentation
: r j' ~ . f _f' _ fr . 0 1 ~I I I, . ,III; o 'yqk ~ . , ~
Control Plan
' - _ • ~ 3 AREA OF CON CE 0 50.0' F CONCERN, NP. 50.0' MIN. 8" AGGREGATE BASE C~U (PER N.C.D.O.T. STAND~aRDS) a E Ct?URSE SCALE DEPART1dENT
• Y .n , / Y :il. ~ 1.~l.~' • DS) a AS NOTED CIVIL
? 0 9 5 9 » _ _ 3 - 0 C 9 ENTRANCE DETAI )ETAIL COMPACTED SUBGRADE DRAWN BY DATE STARTED SHEET No.
1 1 6 ~ - 6 •S 9 0 5• 5 1 N.T.S. Owner~Developer: SLJ 3/27/06 1 OF 14
T MP NEW BOA RA t , ~ Clear Water Marketing CHECKED DRAWING N0.
5 0 •0 0 0 5•
'1 TYPICAL ROAD SECTION - 20' PAVE /E NT c/o Ross Beebe q 240 CRAVEN ST. APPROVED
New Bern, NC 28560
~o0 50 0 goo' N.T.S. Phone: (252} 633-2059 PROJECT N0.
~.,,~;_..r a ~ 1 "=100'-0" Fax: [phone] 20050327
THIS DRANING IS 7HE PROPERT' Of 7HE ST GRWP, P.A. ANY USE. REUSE, REPRODUCTION, DISPLAY OR SALE OF THIS DRANANG WI7HWT VVRI ~ ~ g ~ 4 3 JT WRI ^ ~ CONSENT Oi EAST GRWP. P.A, IS STRICTLY PROHIBITED. (COPYRIG ,THE EAST GRWP. P.A. 2006 )
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/~o FiF' v ~ ~ • I
,.y` _~~"E 1~~;~TlVE PLAN. ;A
P ~~"~`~~TA~TII%~ COVER SHAD. ~ ~ I~! ACCORDANCE WITH THE: r"l ~ Gj 1
~~t-~::~lNG SC~IEDULE Ahu FOLLOW"SING SECIFICATIOfJ
St.CTIONS: .r F . ~y~~'~!G~~~~~'~c'~`' r'l D
`;i~C~?ON 02230 SITE Cl.'nf~liJG t SECTION n2300 EAP,THV~~,:~~zK w~_ ~ a •nJ+-~ Y ~E i~? ~ C~" h 0
' BECTON 02920 LP.W~dS '?ND GRASS~_S .w t : ...r. :5 3
J, r"". o _ -r w f','1 w
/ / r. . r +y + ~ t''.~ti~ , o N'. . • '`v. N ~ ° SITE DAT,4:
~ 1•\ O ~ " r 1 :~+ti ~ r°M
{ ,r~,_.. o I Ij ~?.r r ~ ~ TOTAL ACREAGE .......................................141.90 AC. v c~ OPEN S?ACE ................................................4.59 AC.
0 PERMANENT SEE~iNU~ a ~ .T ~f /r: J M i~ f r: rf I ~j)~~ J :f f j I ~J)1i ti 0 ACREAGE R/W ..............................................9.18 AL.
r/ ~ / r-/-' y.i' ~.Ji~ Lj~. ~r~, 5,r n: ~ ~ ,t ~Jit NUMBER OF LOTS ..................................................97
DATE JAN 1 - ti1ARCH 31 COMMON BERMUDA GRASS 20 LBS/ACRE r~ 1I , ~ irrr ! r~ / 1J1~y1• ~i r, ~ ! L(NEAR FEET OF S i REETS ...........................5,9$7 LF
(UNHULLED) ~ • ~ • ; ` k 4..a. f;if ; I. 1 / ~.~a-~: ` EX. DITCH l AVERAGE LOT SIZE .....................................1.26 AC.
APRILI JULY 31 COMMON BERMUDA GkASS 15 LBS/ACRE r~ • + ~ ;•;i . V ~ 4 .l:S j^~• !l ~ Y .t 0 ! ~ f J. +r~ ~ in.. r: r f ~ ,.~I~ i ~'f 111 :t • , f ~ ~h, TOTAL IMPERVIOUS
(HiJLLED) / ~ ~A r .t fi ~ ~ ) ~rsl} ~ ~`•~.t. y,:~ J r,r lr.. (ROAD & OPEN SPAC~)............4.54 AG. (3.20%)
AUG 1 -GEC 31 TALL FESCUE 60 LBS/ACRE ' ~ .k. 1.11 AC. h ~l:~ 1 ~j _ ' AREA OF DISTURBANCE ..............................34.12 AC.
COMMON BERMUDA GRASS 20 LBS/ACRE (HULLED) woRrH t ~ 0.91. AC. y ~ d RTHY ENTERPRISES LLC r__ ~ ~ .r ~ ~ WO f V r ~ r ~ FE i ! ~ ~ G 2 P 1 P
D YEAR ROUND AGRICULTURAL LIMESTONE 2 TONS/ACRC f i' i~ ~ + ~ 1.66 DB 1206 PG 747 fr ~ ; { - ! ~ ~ 4.85 ; o s GENERtiL NOTES:
r i ~G r~ I ~ i~• 't3 W 0 t+ i .0 40 , ~ 0.83 AC. ~ ! h. '2i'' ~pE N 1. ALL VE6ETA'(lON AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS
N YEAR ROUND FERTILIZER 10-10-10 ANALYSIS - 1000 LBS/ACRE •`4' i 2 D.O. f ~ ~ i . AS~~MBLY ~ x. . r r; ~~a : . PRIOR TO PLACING FlLL. ANY QUES110NABLE OR UNSUITABLE SOIL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
"EAR ROUND MULCH 2 TONS (APPROX. 80 BALES) r% r ~,r tt ~ r ~ n.= `1 i i 1.28 AC. 'A` y I I >r Ca , 2. ALL FlLL SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD
SMALL GRAIN STRAW/ACRE i ~ ~ ri~ ` r 1 ~ Jf V' r ~ ,rte' r~ i~ i~ / ~ ~ .N , 1, , i PROCTOR MAXIMUM DRY DENSITY (AS1M D698).
YEAR ROUND ANCHOR TACK WITH LIQUID ASPHALT ~ 400 GAL/ACRE r ' ' ~ ~ ROCK CHEC!" Jr ~ r ~ f (fl 0 + R j it 408.84 D ~ DAM K CHE ~r. .is e ~ r 3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS
OR EMULSIFIED ASPHALT ~ 400 GAL/ACRE I, rr ~ J ~ ' V .l IN ACCORDANCE WITH THE SPECIFlCATONS WITHIN 21 C.ALENDER DAYS OF COMPLETION OF GRADING WORK. UPON COMPLETION OF THE PROJECT,
~ ~ :'i :Y . ~ ~ INV. . ~ ' 0.65 AC. .n r ,ti ~ ..i _ o`` 5 . -~2.2Q 3 . . ri , i 2 45 1- ~A ^ • ~ •~rr THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS
• / ! ..L +r 7' + ~ Y ~ . : B N D ~ o - - . . LtI' • L9 o ~ ~ ~ . - n . d (Y ~ , ~g OUTLINED IN THE SPECIFlCATIONS. ALL DRAINAGE PIPES SHALL BE CLEANED BY THE GENERAL CONTRACTOR TO REMOVE ANY SEDIMENTS
TEMPORARY SEEDING: ~ i ~ i 9 / h+ i •T~-- 0.92 AC• f r ~ 7612. w - 15 'JI i' cs. tom' r _ 1y - THAT HAVE ACCUMULATED. ~ -
DATE 5 - 1 6• - L ~ ~ u O r ,fr - ~ w'-3 4. All PLANTING AREAS SHALL BE BACKFlLLED WITH TOPSOIL AND RAKED DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR
APR 15-AUG 14 GERMAN MILLET 50 LBS/ACRE ,r~ , .r., , F, ~ 0.61 AC. r c4 ' » „ Y^ . M SEEDING AND PLANTING.
M G g ; + . tr.~' ~h~ 'cr o ~ 1 ~ h q'. g • ~ - ~ , 0 . ~ 3 0 0 11 i 5. ALL U1ILITY TAPS, CONNECTIONS AND EXTENSIONS SHALL BE DONE IN
AUG 15-APR 14 RYE (GRAIN) 50 LBS/ACRE r- 1.19 AC. o 'c~ n ~ r y.Q• ~4 ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES.
YEAR ROUND FERTILIZER 10-10-10 ANALYSIS 400 LBS/ACRE ~ r.' ~ ~ 1.04 . 66 . ~ 2 PVC • ~ c,.~ J 6. LOCA710NS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCA110NS AND COORDINATE CON-
: A ~ ~ ~ i ~ ~ ; r7 WATER MAIN t . f i ~ i~y`r _ ~ t•. N . 20 DRAIN GE 4 NECTION WITH PROPER AUTHORITIES. CALL °ULOCO" 48 HOURS EEFORE I ANY EXCAVATION IS BEGUN.
, r~~ 0.64 AC. w ` Fr~ 0 6 r. , F7. ~ . ~ 1 A M NT' A. ESEE C ~ .1 1 6 1. o 7. ALL PERMITS AND FEES REQUIRED FOR CONSTRUC710N OF IMPROVEMENTS
rn ~ 3 ~V ~ N 1' 4 I ) ~ o 1.Z6 AC. y.. fin ~ ~ r 1 s. J ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
~ . t 7 yj. i z. ..-Z 88.9 k' 6 ~ h:• - ~ . i is=~ i 8. NCDOT DRIVEWAY PERMIT IS REQUIRED.
6 PLUG ~ ~ + ~ TAPPED 2 .~a i ti ~ 5 ~ ~Q. TYP..-~ ~ r i;7rl 6 w JOHN S ~ TT ',NINFI CO ELD s 9. NCDOT ENCROACHMENT AGREEMENT FOR U11LITlES IS REQUIRED..
5 • • • ~ v' 0.66 AC. - rr RIPARIAN . bh ~ o. M -'i. ' J r t y1' f ~Y / ESTATE FILE 01 E 362 ~ N ~ AC. ~ o o . 3 10. NO11FY NCDENR-WASHINGTON PRIOR TO COMMENCING CONSTRUCTION. o PHONE: [phone].
~ 4 L ~ ~ rn R T 3 . FIRE l~YD AN ~ ..BUFFER .6. 1 ~ t. f O ~ N i ~ . . . . y, .t .n 1.32 AC. M Y 7 ! ESTATE FILE 71E 192 ~ • r 3 INV. ~ N DB 779 PG 92 L 11. ALL LOTS SERVED BY CENTRAL WATER SUPPLY AND INDIVIDUAL SEP11C
ASSE BL M 1~- +i t e' O+ ~ .tj~' W ` ; ~ 7 k ` itif~ ~ , ~ ' 722.15 . ~ ~ ~ 3.25 s~ ° ~ 77 P ' DB 9 G 644 ~ SEWAGE SYSTEM.
1 i . ~ ~ ~ ~ DB 779 PG 646 ' pr n 1 . br MB 21 PG 53 12. ELEVATIONS SHOWN ARE BASED ON NOR1N AMERICAN VERTICAL DATUM 1988 AND ARE RELATIVE TO MEAN SEA LEVEL.
'V ~ ~ .~}•r ham. 61 • V' . i x b, ~ 0 r i I 1 13. AN EROSION AND SEDIMENT CONTROL PLAN SHALL BE APPROVED
1 0 ! ~ ~ O 1 . t r N ~ 0.69 AC. ~ ~ti a' O G%+ ~ 4 ~ 1.69 AC. 2• k 4 3 ~ ~ PRIOR TO CONSTRUCTION.
a . 1.42 AC. ~ 0 i. 4 . - ~ ~ ~ 997.97 ti ~ ~ ' . ~ ~ ` NIP r ~ r.~r » 14. ALL ELECTRIC ONES SHALL BE UNOER6ROUND. 15. A STORMWATER MANAGEMENT PLAN IS REQUIRED.
v ~ ~ .k ~ • FjF kr ~ INV. / S •9 S• .~r 3.00 .,~r~ r `T~ 16. GENERAL CONTRACTOR SHALL VERIFY INVERTS ON EXISTING STORM
30' AREA OF CONCERN, TYP: - GE OF n ~ . • 6~ 6 PVC _ . ~ w A TA , ~ h COS L MARSH ~ J / ~ 6~2-~qo~~ DRAINAGE PRIOR TO CONSTRUCTION.
y r+~ • Y ~ ~ WA R MAIN a ~ r o ~ ~ 5 f / 17. CONTRACTOR_SHALL NOT COMMENCE CONSTRUC110N_OF WATER MAINS
~ rte' ~ U. / I Hl.. Jam.. r. ~ ,i t Yb~A OR SEPTIC SEWAGE SYSTE~A$ PRIOR TO APPROVAL OF ALL I'tKM115.
~ ~ K • .T _ i ~ I I ~ ~1 1.74 AC. I • 1 ~ 1' ? r 20 DRAIN x~•' S i4 S~ + r I' DRAINAGE ~y~ K 18. POTABLE WATER SUPPLIED BY BEAUFORT COUNTY WATER DEPARTMENT.
0.08 .;Gr 89 - - ~ r, ~ • • r~ , / ~ \ ~ .•Z I . ; ~ S , A?SEM T .h' ~ ! ti ~ n SEMENT `~o~ 19. WETLANDS HAVE BEEN DELINEATED AS SHOWN ON 1HESE DRAWINGS. ? THE ONLY BLUELINE STREAM, AS DETERMINED BY NCDENR-WASHINGTON,
, r: ~ ~ 0 t~ i _~f , , U TS OF 2 , 0 ~3 f IS LOCATED ON LOTS 71 AND 72.
~ :r ~,e ~ END DITCH FILL ~ . .f - FE . . O O • • I• .,;k.,~~ \ 6.10 'tf i 2 r 0.80 AC. T H T EX. DI C 0 BE DISTURBA CE 8 t; 0 ~ti. a ri bba
~ ~ ~ J 'ter ~ ~i A 1 C. a. ~ ~,4L ~ - _ •0 , INV. , CLEANED OUT & 0 r•f rf g ~ 3.23 ~ FILLED N I hb y ~,~o TYPICAL LOT SETBACKS:
•1 ~ 6.79 98 - ~r ~ r. 0 0• • + g S ~ fJ+. n r t .bt r \ / /
o~' I ;t .r - • ,ji ~ ~ g Vii= , / , _ ;~5 ~ ~ 0 9 F: 0 . r,. ~ ~ , , ~7 3 1 FRONT: 30' c
1 .l SILT n,,- i ' ? 0~ I ~ ! .I~ . r n ~ 6 .ti.. r5 ~,~t ~ ,.i I ^:r ~ t .X. DITCH ~`9~, ~ 6 '.6~~ SIDE: 10'
~~pp~~ ,1~ ~ • I. r~ I ' ~M~ UNE I .I TYP. r-• ? - A P TO BE 1: • 1 h. •O ~ 41 ~~~nr • _ f 9 5 ~3 . -L t:•. ~ . ~ . ~•Lr 0 r CLEANED f0 BE ,,o~ ~6p. REAR: 25'
~ ~1~;•{ L - 2.10 AC. ~ ~ . I ~ ~ ,j i ~t~' h t OUT F A c~ ~LEAWED 0.60 AC. JUT dt FI,iISLED "oa, J
J .88 ' ' ~ 1042 W . ..a f• 0 K r. • i I h ~ 0 9 1• ~ ~ 1 0 ' ~ ' j~` '`1 r'
1NETLANDS ' ' INT. ~ .r ,G ~ ~ ~`J 0.62 AC. ~
~ i f r 1 ~ ~ x,. LINE TYP. r~ ~ ti ~ rri ~ ! V ~ ~ ~ ~ - ~ .kr} • is ~ ~ .FE 5.64 ~ . { F~• ~ 1 AI; 1 I• 0..'92 AC. :z ~ . I r . INV. ,s
~ \ O r r• / / r ~.3. ~ 2.14 AC. P s~. r- - O 1 ~ '1 • . i'I -1.93 ~ _ P 10.64 AC. (~''~~L~~
NORMAL WATER f ; ..r~ . r. ~ ~ ~ ` _ 999 • ~ i ! r - : ~:a { 0 - I fp I ~ ~ _ ; . ~z x'~6 t V
LINE, TYP. S?33• '3 ' f i~ ~ .I. ~a 3 .5~ r r ~ 1*• j' .5~ O ~ ~ F;l• ~ n • ~ V ~ ~ G ~ 6 ~ - 6 _ ~ y 10' UTILITY~~ `
224, ~ r. i 1 ~ / / J :~l I. 1 ~ - r _ ~ r s,',?~°~~ - ~ ~ 0.66 AC. 2 ROCK H C ECK 0.98 AC. 6 • ~f • ~r:' I , ,I AC. ESMT.,,~TYP. g~ SITE LEGEND:
2 777 f~(/ 1 ~ t ,9 - ~ - 6 2 ~ ~ ~ D ~ s. s 1 ~ , i 4~, 1 '~p0 ~ ` -r -:~D- CONTOUR
~ ~ , . 1. 2. - 6 _ rQ t9 r • ; 1.79 AC. Q°~~ ~ .:10.70 AC• TLANDS I r r.. 1 2-A~ ~ p. '1 5 J ~ ~ r I I -1- t • f? ~ ~ O'~ x i(;.i;i; SPOT ELEVATION 0 f
~ ~ ~ 739.96 - 1 a~ 1 _ 'ri r ~ ~ t~ al.,. 0 1 t c• n R rz ~ I T ~ + _ S L t~ ~ ~p FIRE HYDRANT 90~~v ~c~~ ~ H WATER VALVE
H s J' ~ i~ ~ ~ . 2 B.o. :.b-~ s Jr i~&~ z f5 ~Y 4• ~ ~ FENCE 9 1.20 A.C. r l k •:~r.: ~I . r~ A • t. V 1.0 i~ A C. k -ate. .f r r Tr - V TYI F -0- PP POWER POLE
SSE BL !n , ~ , ~ V r 6 6 i4 Y • K • ~ +4rM 4'1... . v _ 711, I ~ I~ _ M1•r'c"idm;.,l~,'+~R:s• .~r4 E/\1 V TCH O s ~y0 w ~GQ ~~0 ~ FLARED END SECTION
~ 1 ? ,.n ~ 1 1 ~ ~ p. ~ ~ , V j , ~ ~ ` r' Jrl~ ~ O 0 t h ; p.•I a ~ n~ _1~ r Zz. ~ k.• 0• / .fF. ~ J i , • 0 Ir ~ _ ~ ~ -y~0 0 EX. pITG'Fi STORM DRAIN
, I ,'i r ~ j - r k,.. ~ - , rl', ~ 1• : ,f. f_.r 6i 1.26 AC. 0• i ~ 't ~ 'i: ~rll ti ~ 0.97 AC. ~r.~ EX.~~.DITCH - ~ ~ - _ ~ WATER MAIN
~ I ~ ~ .'s~ • IR HYDRANT 48 , . ~ ' ; f ..br. , ~ ASSEMBL ~ - ~ j g . r ry 14 , ~ 41 i rr. 14 ~ ~ , _ E ELECTRIC
1 r % i~ 6 .r •~r' , 6• 5 / ~ •i ~o CLEANE OUT ~P 6 n 'F ~ I • -~o rJ ~ 1 0 P ~ . ~I o & FILLE . • • ~ ~ .u~.y~ ~ _ - ~~;~`fi= ~ X SILT FENCE
~ ~ l J 1 0 1 6. } Lie? `1 O . _ 1.28 AC. ti P ~ • ~ 5 0 ~ W t n' I ,Vr 0~ ~0~, ; AREA OF CONCERN p 'a~ ` 50' RIPARIAN BUFFER
50'. RIPARI . ~ tl ° r I RIP I N ~ ;~f .f' ? L1M1 OF AR A r . • ~ r 6 PLUG fi.47 ' V OF 9 ~ ~ 4 1 ` O ~ - - ~0 ~ p~0 i• WETLANDS LINE
BUFFER G 1FF R TYP. OISTURBANI E ~o ~ ' ' ! t „ . • Q~~B7 AC. TAPPED 2 ~TURBANCE ~ l } • ~ ~ 0 ~ 6 1 3 ~ ~ ~ o O~~ '~7 ~ ~ ~ ~ AREA OF DISTURBANCE
' . ri. ~ ti W • • ,~.}]'Y Cs j ' ~ S 9 .1 ~ 1 r 1.07 AC. . 2 ~ . ~ ~ , 0 ~ , ~ FORCE MAIN
~ ~ INV. f ' 1'' O x - 1 4.32 0 .M~ A J 4 til, V S O .f .y 2.22 A~~.~ s ~ O `1 ~
P U N G 0 C R E E K I.,f. ~ ~ ~ xr 1.9Q~-AC. ti~ . G~ . , EX. DITCH TO •I . r O . 1-' r 0 Q V /~.a? 1~ x - f ~ O' y 8 ~ ~ . ~ 6 ; ~ .r-~ .E~
• r st A•'L' • . k' • ~ . J. : , ~ . 1 . 0 i ~ BE CLEANED 1.56 AC. ~ti ~ •i ~ R Y _ 'Ay 0 FfiR H A r E YD ~ 3.89 0 . ~ • nn f. 29 _ v • . ~ t• i
~ A . . Fa OUT & FI LLED ~r 0 99 C r ; - ASSEMBLY , ~ - • ~ ~ 1.75 AC. ~
r' ~ ` ~ f~ 1 r. r W M \ ~ a 01 g k Q ~ •1, rfj ~ ` _ • ! t ~ 01 ~ FIRE HXD T . _ f: • P i ~ r C F1 . g . rr I .69 ~ ~ i
ti. X ~ . ~ - ASSE Y h r ~ r r a 0. 1 29' , _ ~ t FE ~ i.ss Ac.
CONSTRUCTION SEQUENCE: . ~ 1.39 AC. a~_ rf r ! ' f N - ~,r . x IA .3.50 y.~, r 1 Q .Y~. r N ~0 . _ r ,1' f R ~ ~ ~
. ~ 1.49 AC. O 4 ~ aj' ~ w ~ ~ ~ ~ IN A a• 0 R ~ ~ D ; r .0 f 4 5 t 5 , 0 6 o 50. 00 _ 00 0. _ . 6 T 1 IN . M S 2.03 AC. ~ ' / ~ / C. 1 r
1. INSTALL SEDIMENT FENCE, SEED, AND MULCH ALL DISTURBED F LAND IN THE N.O.V. AREA. .p I .Ir• a. 1•• / r~ ~.r- ~ r ~ Lt;, •r 22 C E 1 , j ~ r ~ ~ J f .4•r s 0.60 f
~ I ~ - r r 1.32 AC. ` { ~ ~ r f . l 1 ~ % r~ r ' • ~ v }I ~ ~ 1 r , 3 AC. q" 6 PVC 2 I~ ~ .h•4 tit, ; t1~ WATER : ~ 1.9. Ac. },z WETLAND LINE: F
2. OBTAIN AND POST A COPY OF CERTIFICATE OF SOIL EROSION f AND SEDIMENT CONTROL PLAN APPROVAL. NOTIFY NCDENR ~ ~ M ~ .a ~ ? 1^ 1 r r ' f -V r l 1 ~ _ ,ti-~t~. + r n . DITCH TO 8E r . 0~ , - •t 2 MAIN C AN `OU . ~ LE E . ri. ~ :r~, ~ coNSTRUCT swALE NALE 1~ TYP.~.'?~j~ /
DIVISION OF LAND RESOURCES, WASHINGTON REGIONAL OFFICE N \ ~ f r 4 E t G A 1N ; A FILLED R r ~ I D , 1 56 A~. ~ ~ ~ : I COMMON TAR ND LO _ , . v T. ~ _ M S A E 1. fi~ C. AROt1ND = ~
AT 252-946-6481 PRIOR TO COMMENCING CONSTRUCTION. rr 1 ~ ~ i~ •r ~ ~ r- ~ 1 , ~ , r ~ ~ . r, ~ RIPARIAN BUFF (1' h-.'" Grp h• ~ I v _ o - i o
3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE/EXIT, t, ter' . f.. / ; ' ~ • ~S \ ~ O l ~ r,L ~ .4 Cif R J - - ~ ~ .I :h~~' -EXISTING DITCH A '~q~~~~_ DELETED LEVEL SPREADER & i A~~HOAT = ~j ~ F 03/30/07 REVISED DRAINAGE SWALE BETWEEN BPB
INCLUDING GRAVEL ENTRANCE. i' ( J '7~ r / ~ ~ rn f ~ _ 1.59 AC. I R MP TURN AR•QUND. . I 1.96 A ~ ,r h 1.11 ACS r / ~ ~R~ri1ND,,f'~ ~ LOT 66 & OPEN SPACE/BOAT RAMP
4. CLEAR LAND ONLY AS NECCESSARY TO INSTALL TEMPORARY i l f ,rr. ~ ~ti ,,3 . k` 1.74 AC. . 4 s: .Y 1.12 A C. {y~ ~ . ~ n • rr I ~ f f ~0 ~ i o u' 1; ~ f x I ~ f,i r
EROSION AND SEDIMENT CONTROL DEVICES. AS 9 . . r frt .I' . , . 1 , r fi ~t rr 1 1. I~' , r ~ ~ ~ k•' ' Y 4 Q f I {~I JOHN SCOTT UVtNFlELD . 1. ~ f ,JJ ~ , . • ~ SILT i - ' j ~ ~ E 03/08/07 REVISED SITE DATA (AREA OF DIST.) EHA i REVISED FIRE HYDRANTS
CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES AS NEEDED OR AS • ~ 97.43 ~ • / . , . .,f. r ~ FENCE • ~ ~ r • i • ! . r~
E DIRECTED BY THE ENGINEER. v ~ f ~•1• \ k t. ~ 1 ~ ~ .r. .4! i ~ ~ ~ ~ x ~ E p 12/04/06 CHANGE HYDRANT TO FILL TYPE EHA
5. STRIP TOPSOIL & STOCKPILE ON LOTS 22 & 23, 91 A-93A, AND THE nn,,~ 'V n~ gib{ k- t' M _ 5 ~,r _ r, ~ r j r; ~ ~ r: REVISED DRAINAGE, SITE DATA, AND
OPEN SPACE FOR LATER USE. k . ' ryl . , S L ~ E ~ ~ C ; AC / M • . ,5 . S . r ,4 . E .4 f +1 4. . ~ C 10/25/06 NOTES aWW
6. INSTALL SEDIMENT FENCE AND BEGIN GRADING THE ROADWAYS ~3c LOTS. 7. INSTALL DRAINAGE PIPE WITH INLET & OUTLET STABILIZATION. t: 40 LF 24- , N ~ ' ~~s?, ~_CPP 24 11 h 0 •k } .1 ' ,~.r ~ * ~1.1 ~ ~ i ._:.e , ~ i ice' t fl 1. i L: r= i ANDS '~J -
i. ! - _ J .ti ~ a; • ' rl is V ~ Z~' 1 4 pr .1~ t~ rr M DS ~ 4h, ~ g 10/11/06 REVISED ROAD GRADES SLJ
8. GRADE DRAINAGE SWALES & DITCHES. INSTALL LEVEL SPREADERS, i . t R ~ t r T-~' 1 ,;!may'` ''-y ! 1 i,r : l 4,. r ~ . r . . ~ cn ROCK CHECK •1}, ~ r1'll 1, J •f'~ l ~ l _ ~ 30 yr I ,.r _ h o~ 1- 1•.1 ~ INV. N . r .Li.[ Yom.,. )A I.JT i,.r fr' y J 1 Ir ..~A11I l b~ / 1• ' • 1 r' r / y ' -7~, 1:11• r~ fi t~ •L ~ r FI.
ROCK/SILT CHECK DAMS, AND TEMPORARY SEEDI~JG. ' ~ -t.art,ll~l I t . r:~5 ~ `i ~Z A _ yy h y' '~~S ffi:: 1~ Y V J~ 4 r\ 1• t . ~~~•1 V ` - ~1 • _ f 0. 0 • • ~ ~ ~ v WETLANDS r . ~ - r?J,. .Y~ I.~~fi' '.r ' r~M•_. i:__~J~: g'n T •t % r~'1 ax ~ ~ • , ~ ! ~ ~ A 6/1x/06 ISSUE FOR REVIEW BPB - .
A IN~TAI I TFMPnRARY CFFnINf: AC NFF~FII T1-IRf111(:N(111T TI-IF ~ . . • 02.90 83.63 .ti•. E S BEN } Y • f4 ~'r ~ A~: - ~il 4~ ~ ~ s _ ~ { ~ ~ r i I 1 .1'~` ifi / / .:1~, _ ~ ~i'C REV.
CONSTRUCTION PROJECT.r v v ~~y~V vvv Vv ' 11.62 ~6' ~ . ~ . ' ~ ~ 20 DRp 9 1.00 ~ 8 . 12 ~ 'y' { _ S, h. ,~,:;~j,~'\itl A~, G_~c a, kI ~ ~~~y'1_ .....n •~~•~r ~ • /r ~ / . ~20 DRAINAGE ~ _ _ ~ I - - - _ _ ~ , i ~ _ ~ _r•^ .r l~~'•,~~rti •q~ ,-h~ s' •~ar n ~ il~ 1 f• n• . }1C~ ~ ~r/.~ Nu. UAIt Kt VIJI VIVJ G
10. INSTALL WATER MAINS AND SEPTIC FORCE MAINS FOR LOTS WITH > > > 94 9 85. EASEN ,1 I r ~ ~ i ~ . EASEMENT - ~ ~ - ~ i r~' ~rl~ ~ ~ T'r i ,l~ Ili i' • ; , ~ ii ~4~- ,.!s:' ~ 1 i ' f • • ....r t..~ , 'i
p OFF-SITE SEPTIC SYSTEMS. f s,~.: ,1 ~ I : I rf+: t 1 I ~ ~ i - r,: • ~V Ij• _ I,Z • ~ •IW f/ ~wi ~z~l = - . _ ~ I ~ 0.14 ' "
11. BEGIN CONSTRUCTION OF ROADWAYS, INCLUDING THE PLACEMENT 5.24 ~ 2 ~ ~ ~ . . fl~ t .r1 .l^ is I tp N it ~ .'t .a ~Q LF 12 _ r ~ o _ ~.f - - _ ~ ~ THE
OF AGGREGATE BASE COURSE. 'c~ ~ . 1 nF I •1 \ I -.,r I RCP . : , _ DITCH y ~i a~ `2 r, ~ ~ - I - ~ ~r• wr 0 • ~ 0
12. COMPLETE COMSTRUC'riUN OF R0,4DWAYS, INCLUDING PLACEMENT OF j ~ ~ r i o` ~ INV. - 05~ ~ INV. ; k - f~ - W~ F , I-::: I i S , 4: RIPARIAN .FE . ~ 'y EAST
ASPHALT J f,~ • r f~- r i ~ ~ ~ . ~ ~ 0.30 , i BUFFER 3.50 • . rk ' _ - /-nom : ' I h^ I.~-- % f.
13. INSTALL LANDSCAPING AND MULCH AND SEED ALL u » i ~ y.' E , {rf- r ~ 8 RCP s-•~` t'om' _ .r i , ~ ~ }.mil , ~ - ~ ; L;,' . r•.. f/ I 'i+-+::. ~ GROUP' ~eae
DISTURBED AREAS. ANY SLOPES LEFT EXPOSED WILL., WITHIN 21 CALENDAR DAYS OF COMP! ETION OF ANY PHASE ~,y'1 / .n ~ w' ' r' EDGE OF
OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH x . :r- PAT{.f - FA,.t~ , I ~ - - - y ~.,'j. v' L-.. yr rx W.,_.,~~_..L•....~..-~ ~ i r. C• ~ y _ I - ' ~ COASTAL ~ ¦Engineering ¦Architecture¦Surveying¦Technology
TEMPORAR`! OR PERMANENT GROUND COVER, DEVICES, OR j • • 1 * ~'~--raj-- . fV i ~•Y-;1'.=- ..,-.:ti}....,r,..^r ~ 'rr~'. ;1• ~ ~ / f I,w~ i ~ i ~ 17 ter. n I . _ ."7'~'_W,--.. --T -+_,F.._. .f,s; ~j J:' _f•. `r 2 L ~L .3 a •y+ ~ • r1 s t f 'i tr~..• . '.j' ; 1. h' ti • J l' 1. i ; . ~ . ~ . - 1 MARSH / Suite 205, 145 N. Church St, Spartonburg, SC 29303 864-591-3334, 864-591-3343 (Fox) • •r• Box 7305, 324 S. Evans St, Greenville, NC 27834 252-758-3746, 252-830-3954 Fax
STRUCTURES SUFFICIENT TO RESTRAIN EROSION. 1 ~ i r' i i i Rte" i i • . Ir,i'' ~ 9 ~'I ~ 1 fl r .ter. •Ilf ~ ~ I )v•~ C .1 PROJECT l1TLE
~ 14. UPQN SITE STABIL!?ATION AND INSTALLATION OF ALL PERMANENT EROSION CONTROL DEVICES, REMOVE ALL t ~ f ~ Ry L f ~ 1 ft • i • i V j 1 t~ f . l _i ~ S cr i 1. I r. ~ .rn• ~ ~nn,7n 6
TEMPdRARY EROSION CONTROL MEASURES. ,r: .~t~ • ; ~ •.r.• w I I,.:- L~,:~i~_ .r • EW BOAT RAMP • t d
1 N ~ , G i rn ; .t ' .O ~ AAI~ r 0 'ds oo; ~ 15 00~ c WINFIELD ESTATE
in. v 1 ~CT~ r ~ -r.~ 't ' f.. . - . I WETLANDS _ •I. Diu ~ ~ • • •
MAINTENANCE PLAN: lei. Yi~i - l i, ~i• ~F1 ~ F,. ~ i~' r ' .l! ~F als ~r ~
' ~ ~ . i i• . NIP t , f• 'i•~' ~ • • • .i ~.r - o
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WI! L BE CHECKED FOR STABILITY AND SEPERATION FOLLOWING EVERY ~~y. .,;u= .r : , ~n,~..~ . j ~ • • S• _ - Bath Townshi Beaufort Count NC
RUN-OFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN n l C 4F f 90. 00 a 4~LtfF -J ~ • DRAWING TITLE
ONCE EVERY IM1~EK. ANY NEEDED REPAIRS W!LL BE MADE V D ~ 77.91 S , N 7 Leo ~
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 8 O ~1 '9 8 ~ 0 0 r9 ; ~ - B
B 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMe.NT r s s. •r>
FE~1CE WHEN IT BECOMES 0.5 FT DEEP AT THE FENCE. THE GPS C I, NT 8 SPIKE ~ I. PS CONTROL P01 G R 30 A EA . ~ .r Erosion and Sedimentation
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. N= 9 4 11 .305 FT. GRlD 3 6 ~ 6 OF CONCERN TYP. , N , •2 S CREEK Control Plan
E 1 919.462 FT. GRID E 2 68 •ni.
3. EROSION CONTROL MATTING SHALL BE MAINTAINED UNTIL ALL WORK IS COMPETE. AREAS SHALL BE RESEEDED AND ELEV. = 4.83 N AVD 1988 t~EV. SCALE DEPARTMENT
AND MATTING SHALL BE REPLACED AS NEEDED. AS NOTED CIVIL
4. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT WILL BE DRANRJ BY DATE STARTED SHEET No.
INSPECTED PERIODICALLY. WHEN MUD BEGINS TO BUILD-UP, r SLJ 3/27/06 2 OF 14
THE ENTRANCE WILL BE BLADED OFF REMOVING THE MUD. CHECKED DRAWING N0.
q 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 ~ i
VEGETA?IVE COVER. » » PROJECT N0.
20050327
THIS DRAWING IS THE PROPERTY dF THE ST GROUP, P.A. ANY USE, REUSE, REPR4DUC110N, DISPLAY OR SALE OF THIS DRAWING WiTHC~UT WRITTEN CI T NRITIEN CONSENT OF E EAST GROUP, P.A. IS STRICTLY PROHIBITED. (COP1rKIG THE EAST CRWP. P.A. 2006 )
15 14 13 12 2 ~
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~ a • ~ . f i. ~s ~ . f' a • r h • • / / / ~ ° / ~ ' / ~ °~~\vP G~\ ~\v ~ Goo
1715 ~C, ~ , u i . r. I7u ~ ~ t I 5 , ~ ? ; 1 • A~
1718 ~ 1 ~ , ~ r r ~t .c.." G ~ ~ 1.... ''r = ~ / ~C
~4' ` t. 4 i h, c „ ~ ~ ~ ~ ~ .r.w . ~ r... LS 1.` ±i i t. - r~
1~5~ ~ ~ 1 ~ ~ ~ . { _y~ ~ ~ J, t;~ i ~
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I ~r e~ek • ~ . R d,. 2 ~ ~ ~ NIP ~ s 1 y ~ r _ s 1' r~ ~X ~ 1 ~ . ~ •
~ 1767 ~ , ~o s ~ 1733 ~ ~ r i~" r o ~ ! ~ J,,' ~ ~ f • ~ SITE LEGEND
~ ~ ~ 0 ek r- co ~ ~ r~ 4 r i t~ f ~ ri ~ ;r;~ f / - WETLANDS L.iNE
1716 N~y~ rh~V ~ / \ G r• 1 ~ r f 4 ~ ~,r~ i .i `'fr.. / f~ i r r = % ~ ~ RIPARIAN BUFFER
f'"' - 41 ~ • ~ ~ x , _ ~ ~ t i ~ ~ ,,1' ~ AREA OF C~NCEftN
Hoff _ ~ 3 .N 1 ~ C' .~Y Y' ! ! / ~ ~ J CAMA LINE
~ A ~ ~ y`. ~ yam. ` ti• tip- v~•" • • ! i / / 'l~Alr~ NORMAL WATER LEVEL
~ ~`t 1~` \ (V~• ~ ~ l . ,o , f , f ,r ~ i ~ , ~ - ~o NEW SILT FENCE
Cp Y• ? 4 n ~ ti~ f ~ ~ ~ M ~ "'1J ' i~. h I t~ ~ ~ - WETLANQS TO BE FILLED
1~: ..t-• U J t., ~1:./~ r , A , i ^ f f '1'~ O. .4C. U ,t ~ a ~ a A f 1 r,, / r' O.d13 AC. (TOTAL) ' iK`l
. i~" t ~ t r`~ti +s :t } ~ r r gp r .F !1 _.J: r .1y 0 ~
f,, ~ I " ~ M 1 ~ f CA f 1 ; ~ • fr 4_y f ,r' ~ ~ ,r r ~~~PNpS \
ti , ~ i - '1~ !tlti: 1 1L ~t~ r ti r I
6• ` 1 i! ~ ,I tiY / ~ y , y > f t, i t , ~ .ik~ , i , _ I / N
f 3F1. ' ~ - r - - .ate i r J ~ti 1 r -`°i l
~ ~!''I' - j , - f t \ ~ ~ ~ ~ ~ f~ -~.~ut _W.. t\.• -•fitti tii r f. ~ Sf t f 1 A 'v' t !t'1 ~I
r' ri ~ . s.`-` ~ _ , I; \ 'v ' J ~ ,t t ~ , ~ ~ r~ SILT ' I I J f ~l ~E ! S
r ? _ ~ L k € / ~ 1 ~ ~ ~ ~ r~ j=~ ~ • 1
r I i ~ ~ I ~ •ti til:~ V yy 1 S ~ ~ ~ , 1 y' fl . 4 O ~ . t' ~ T y ? ~ ~.0 . . ; ~ ~ . i •
1 ` ~ it ~ ~ ~ .r,~1d . f , , ; ~ ~ o~ ~ ~.2o ac. ~ f 9 i ~ i , ~ t ~ f tiE t ~ ~ i ~ ~ ; € {J ~ ; ' Qr ~ i t } 1 ~ ~~J(1J ~ ft~ MP~SN
. ~ ~ LA i ND i - _ S ~ j ~ ` ~ > i ~ / i t ` t t ~ / 2 a i 1 3 l~ o i ~ r R1 i D ~~t
rr _ I INV. ~ •'d ' f ` ~ f ,f ; • : : f ,
F ~ _ ~ 741' ~y ~ a~ ~~~s~'~ -.:e . f'~ ~ 1 ' ti ~ .ao ~ ~ / r.~• f ~ ~ , . ~
!i l cr f ~ fi EX. DITCW~ TO BE j i P, q, ROCK SILT ~ _ ~ - X05! ! ~ 7~- p
' .i~~.~. CLEANED ,OUT & ' a t ~ ~ y ~r 1 CHECK DA ~ , . _ Ntl. _ ~ 6 CABC r_
FILLED ti , 0.97 AC. ~ F ~ ~k r'~ 1. .:i fil:I +r. a°1 ~ trr 1 I~'{ ~ t f ROCK ILT 1 , t i i` ~ 1 ~ \ 1 ~ I ~ { 1 f . ' CH EC D ~ ~ • EX. GRAD
..tr ~ ,E ~'r I , „ 1 Y I ; ~ ~ ti' :r.. '"'ten:,. .r ' a; ~ . 1`~~~ w - . ,"~'+~e, . ~ I M~ ! i~ ".yam,. -r ~ -r~^... f : { E r~ ! f ~ 1 ~ ~I E
I. ~ ~ti j ~ ti. x f ~!`r 1 r `5
I~: I ~ -ti i S i~~"1. h 1 I~.,. I L ii; ~ iii 1 ,l y . ! ~c . L~' ` F.~ Cis r„ J l~ r ~ f . . . O i '1i. !f ~ r••, i ~ / ~ _ .r _ J .r f~, t } ~ t', l f ~ WETLANDS LINE, ~ ~ , ~~n p 2' SELECT FILL
4. '•i$ rr ~i! Cp I . ` ~ii~:r ' ~ D~ . r ( • . ~ ~ 1 ~ ~ . RIP RAP ~ ! , 3fi A- : ~ . T 1 1 Y it \ ~ ~ / / _ _ UNDERCUT W/ FABRIC
.~:.i //'//~~/RR ~4 . • le•= ~ •frV AC• _ . 0 ~ r V O t 9 ~ ~ 5 ES ~ ~ , , . ~ - . . fir. . ~ (S , i ~ ~ / /
t~ . . i ~ / f ~ ~ ~ 1 / f
'I i~! } 44 - ~ I r. I .I.~ ; . 4 . t ~ ~ _ ~ i ~ 1 PRIVATE DRIVE
~ :I ~~I 1 ;i , U. .~,r It I ' ~ ~ . • ~ SILT .~7 .,y ~ O i FENCE • • • • • ~ / , 0 ~ 1 O /f ~ 1y 1, • ••I ~ i C1.1 N.T S.
• I'e~i ! fig n ' , ~ f I ~I~I 'i y>r' 1 I I' i ~ k 1 ~ ntj I ~ ~ 4 • • . • . TYP. t / ~ ~ A O r ~
'I j i L . ~ . i l : Pi ` t r l • • • . • / . 1 ~ r.:l / • . . . • . . . . . • ~'1.~' ~ / ~ y ? 'ti / • ~ ••*~r... t~`,. 1 y .r f. 1ti1' r' ` 5~0/~ RIPARIAN BUFFER, / ONCE, L;
I ! t+ • • fl A . 1.07 C . ~ . ~ I 4 s' ~ ~ ~ ~ _ t ~1r• l / JI. .
j ~ r, ~ i 1 ,ll. . . ~ i II ~ ~ O ~ ~ ~ ti i 4 0 ti ~ 6 i _.r~ i ~ ~
! ~ i t `ijj. I 4~ :•i`~ i ~ t.rr 5 yy i ~ • / ~ ~ i _ FILL D 29 SF : ~ ~ ~ -t J E - ~ t .fit t -,•3 r . . -GRP~~.OR.~
I: _ \ i(` } _ - _ I • • . ~ I' / 1 / i : f i E r r~, J ~ J ~ I
\ I 1 ri ~ 1 ~ A :'ti' I .1'~ ~ ~ G - Oi r i ~ ~ r.~• i j 1
~ ~ / \ ~ ` .w I ,j Jr k 1~ i . ~ ~ a .I • I.t. f. 5' M . /
' / / s • ; , ~ ~ r s } , ~ „ .6 ~ • fr fr' I ~ ~ r .i ~n p ~ . . R J ~ / K
~ ~ ~ ~ r ~ / i ~ O ~ ~ • ~ ~8 ~ i f ~ ~ y
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~ ~i J I 'Z G` . ~ ~ 1 i J ~ 1 Pr' .-r ~ • ~ ~ WETL DS TO ~s ref r • i, • j1 • 1 DS TO BE ~
} 6 ~ I \ ~ Y r~ r; . k~ 3.a9 I 29 v.~- : , c .i ~ , t G , 1 J. ~ I ~~l r~= FI D 283 ~ r J J f• .'l • I 1 (283 SF) ~ ~ f
i,; ~ _ 1 r~ ~ _ I `rr 5 / - J r 1 1 ~ 4`~ ~ ,i k 1 ~ {r~ ~ FE , -
~ e l i ~ ~ i ti~ 1 • ` i l ~ f- O r ~ ~ / pl r / 0 4 3.50 R ~ ~ • 1 • r "
~ i j ~ ~ r ~,;i ~ 1 ~~.r / /f 1.86 AC. i y F f ~ 1 I f • • t. '1 ~ I
i. i StL'~, 1 ~ t r S i:l ft Ir: r } .50 ~ ~ I r~ w ~ ~ i ~ tti
t' ~'i i •rl = i F f~ O ~ ~ ~ 1't ~ ~ -'~j / '11 O ! ~ . .J' ~ ~ • r I
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.s ~ 5 - - ~1~.I 0. .r - - ~i i 0 _ 0 _ ~ ..yes .s I 1 00 .r ~ J: 1 I ~ • ~ ~ I 2 03 AC. , • ; I i , ~ f I ~ !
60. rte' '1- . ~ ••.~r : 20 DRAT AG r;. . r- ~ I t. AG i I - : 4 I ~ I 1 ~ ! RIP RAP /
r i~. `fA• Y -a ,I ESM ~ . I: - • 1 TYP. r; ~ i. j I s, ~ -
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. ~ ~ r • ( ' - ,
~'ti 1 ~ SS~ 50 CCE ~ 1.91 AC. A ~ ~ ~ ~1 I ' CCE ~ ~ 'i , it M 't O ~ ~ I ~ __.t_
• ~I MT TYP. ES _ t,: 1 r: f• A ~1 ~ ; , ~ J / 'r ,tip ' ~ { ~ ~ 1 1 i `i
_ I Nn i~,. j I 'J• i j ~ .1 / r ~
i I h~ • 1.56 AC. • ,r . i` i~ ~I l ~1 / •'i J i I I ` ~
S~ i I • ~ r,. t 11 . I r' i ~ f f~ ~ . ! . ~ H
I I . - f• ~ / s G I' 50' RiPAR1Y~N_ BUFFER, ~ TYP.
I ~ ~i ~y r~ • I L.~ i 5, ¢ r Imo! . i/ ~ ~ f ~ 1 1 1 ~
r' ti f j i, `;.i'- / ' ~ ~ ~ . I; t ~ i r'
p•. • ~ N ~ ; TS ~ - 1 . r . ~ . ~ ~ ~ FE t , / , J I~ .~r/'~ r ~ ~ i i ~ 3.00. ~ '
. 1.59 AC. ' , 3 1.96 AC. r 1 r ! ~ ! ''~J ~ ~ •"r l
1,.11 AC. 1.74 AC. 1.12 AC. ~ `••y. 1.11 AC. / t~ f '•y f „'i r • ~ : ! i AREA OF CONCERN • ~a ~ 7. < _ ~
i <<= ~ i' 7 / f . 1 'L / •,J ~ + r ~ • I 'r
r • ~ ti • •1 ~ • i ter,-... l r~ L' ~ - t ~ ~1 • • . ~~.rL., ~
• • _ ~r~~ , ~ 14 , t~ ,r J i / f k 1 r _ _ -7-_ I
.t ~ ' ~ ' i r i ~ O ~ • • 4 _ : / 2 ti FIL J• _ - •_L 1 ~"e y-` P1 ..".rte -Lr ELEV. 3.0 ~ -1, ` I . G
i t I 1.. n ' r G A • Al r~ R D r ,r f : ~ 4 r J ~ ~ . ~ • ~
1 ~ z ' ~ M ,r ~ S E FE ~ / i / • • ~ 0+ _ ~ ~ ~
I' 1 1 ~ i 'til i r ]r4 - ~ i I - _4 I / r ; .rl~ - ~ P • • ~ ~ r ~ ~ ~ P ' • i
O i ~ r~ r i ~ f•• i'; r~ ~ 1r'~ / , ~ l / r • rr • C / rf 1 J i ~ r. ' ~ f • L~ • Y c ? ~ ~ ~
~ ~ • .4'~'• r r~ • / f ~ r l ~ ~ ~ l / ~ • ~ r • / ; / i~ / • NEW • . N S LINE WETLA D
Mj ~ _ 1 ~ .~fi ~ ~ ~ / ~ f . 1~ ~ ~ fi .+------~-i--... ~ r. • ~ 'r r' / ~l f`/~' . GROIN TYP. ,I r 1
- r i ~ ~ .L ~Iti f / f • ' L j; ` I . ~ L ~ ~
i /i• / • • \ r ; ~ I i ~ ~ • • J ! I ~ r ..ter ' . . ~ • n .r.+r ~ • NEW BULKHEAD ~ . 8 GUIDE PILINGS SIC! ---a-_._-.------- r-
!r ti J • 'r. / • / ~ • • • ~ • f ,y3 rr / • y J' f , . • J r'•' , . ~ • TOP ELEV. 3.25 ~ ®END OF RAMP .
i~ ~ 01 i (T i . .}4 ~ / ~ J - 5 R ~ ' r. • / r-.- s.• --d- i ~ ~ / . i
Oj _1r-•----- ~ - ~ _ r_ - ,•F- .f • 1 J / l~ f'• I / ~ ~ i ~ \
_ .N ! ~ r1 • r •,1 W • , . r~ I~
r N f ~ sa ;r ~ ~ / r 1 W P ~ ~ . J ~
~ f'~ mfr _ t 0'/ i ,t`_ c l ~ ( `v • ~
~ L I J ~ ~ h1 ! ^ •r/ ~r r • rJr I ~ ~ •f J 1l f /
ti r •l', i ~'a _ l r f 1 ` . ' / ~ / ~ i d r T r ~ SIL . ~ j., ~ , f f k,-
_ _ . - _ ~ 1- 30 DRAINAGE i r- ~ FEN -i ~•ti \ DELETED LEVEL SPREADER &
~S~ + ~ 1 / _ r. 1r ~ LA ~ > 11'1 # ~ { ~ ~ . f/ ~ ~ I ~ `f . F 03/30/07 REVISED DRAINAGE SWALE BETWEEN BPB
f nv ~ \ ' P ~ ~ r ,a • J ~ NORMAL WATER ~ E LOT 66 & OPEN SPACE/BOAT RAMP
t 11~• 6 ADDED DRAINAGE EASEMENT ON C 10/26/06 WEST SIDE OF COMMON LOT SLJ
. . ~
I i, -J ~-:r. r•~n. `.F f ~r f ' ~ J.' ~ i• ff ~ ! i rF. } , 1 rM, 1 B 10/17/06 SHORTEN LENGTH OF PIER SLJ
I AEI : JJ ~ . r~ j' S~ I, ~y• } ~ REMOVABLE DOCK STORAGE
1 rr. !r, / ! ri'^~ i• f / f .rte. • • • r 1r j• r• ' f rr i r/ • . • ~ • • . . . ~ 1 BIN TYP. A 9/15/06 ISSUE FOR REVIEW SLJ
~ r= I ~ ~ s . r• A - CORNER PILINGS TO 10 10 10 HAVE REFLECTIVE
~ _ ~ i - 50.: - accESs _ N r . 1~.1 A~C. ~ TAPE REV. N0. PATE REVISIONS BY
75'
.ry 7 ~F ~ ~ I' ~ ' a ~ _ 3.50 . ! y ~ - _ _ _ - n_F_ _ - 1 r. ~ f " 1+00 ~yyq~R LINE TO E~JD O • • • • 10 175 D E~JD OF PIER)
~ ! , f ;'i _ ~ , ~ ~ ; ' 1 ` r - l ~ , ~ 1 I 1 1 _ 1 V r THE
,X - i r ~ i { r' f ~ ~ { I 1 o } { ` ~ ~ ' I it f' J 1 r r 11 f r ~ r i ~ •
i" { / r . ~ ' - ~ ~ r: / ~ i _ 1 r / ; 1 J ! •
- ~ f / i - ~ ' / _ ; ~ 1 PROPOSED PIER ~ ~ EAST
~Y~'~ f 1 't f ~ I ~ , f x a 1` ~ ` r f i ~ /
r~ f raw I n ~ ~ / ~ W,JTH 10 SLIPS ~ ~..~~1:~ . ~ ) • GROUP, P.A.
~ • rrF ~ 1 V B ? ~ f - - ~ 1 P , _ r r~ ~ rf 1 ~ l l 4k, ~ : ~ . .i , _d. _ ~ , tip;, _ ~ r • BOAT SLIP W/
R :1 ~ p, P ~ 7 r ~ 1 R 0 - ~ 5 ~ ~ 6O f30AT LIFT, TYP. i N ¦Engineering ¦Architecture ¦ Surveying ¦ Technology i * s Suite 2(15; 145 N. Church St, Sportonburg, SC 29303 864--591-3334, 864-591-3343 (Fox)
~ J ~ I . ~ ~ ~ _ _ J ? f' _ ~ ~ J~ « ~F~" ~ O _ t10 TOTAL) ~ ~ • ~ j OPEN SPACE LOT HAS 94 TOTAL BoX X305, 324 S. Ewn: St. Greenville, NC 27834 252-758-3746, 252-830-3954 Fax
f' • f. ~ / ~ - ~ _ - ~ e 94'x4' = 376 SF AVAILABLE PROJECT l1TLE
~ / • / ~ / R ~ C i i _ ~ O r O ~ ~ O 20'x2' FINGER PIER, TYP. * SF OF FINGER PIERS & PLATFORM ~
i 0 ~ C ~ 5 / ~ O 3 ; 9 ~ = 360 SF WINFIELD ESTATES
_ R ~ ~ ~ ~ P • 0 ~ 1 { :i ~ ~ 9 ~ ~ 3 Q71 O • ~
- ~ . ~ ~ V/ ~.l . ~1,i 1. ~l ! • S ::~r-~ f V~ e o
- ~ r \ ~ o~ o ~ ~ o "BOAT RAMP/PARKING AREA"
. ~ 6 6 MARSN i 9 i - ~ v,i,' ` ~ ~ PILING, TYP. j Bath Townshi Beaufort Count NC
i , s 0
.i 3 . . , ti•~ SEE SHEET C2.1 FOR DRAWING TITLE
0• i 1 1 0 S ~0 0 PIER & RAMP DETAILS C a m a P e rm i t
. • • r' 1 o'x12'
o` e s 'j PLATFORM _ GAZEBO B Pier Layout
~i t,,a
~ A • 1~~' ~ ~ ~
~f • ii ti
• . • SCALE DEPARTMENT
. t ~ f i i AS NOTED CIVIL
j t DRAN?J BY DATE STARTED SHEET No.
t ENLARGED PLAN Owner~Develo~er: SLJ 8/21/06 1 OF 2
i Clear Water Marketing CHECKED DRAWING N0.
i c/o Ross Beebe q
~ i 20 10 0 20' 309 Middle St. Suite 3 APPROVED
~ ~ ,i. t 1 I ~ ~ „=20,_x„ New Bern, NC 28560 Phone: [phone] PROJECT N0. S
» > » - Fax: [phone]~~J~327
1
THIS DRAIMNG IS THE PROPERTY GF THE ST GROUP. P.0. ANY USE. REUSE. REPRODUCTION, DISPLAY OR SALE OF THIS DRAN7NG WI7HWT NRI C 7 6 5 4 3 f NRI CONSENT OF E EAST GRWP, P.A. IS S1RICILY PROHIBITED. (COPYRIG TiE EAST GRWP. P.A. 2008 )
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LIMITS OF : ~
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P 115 s°°~ a ~ SHEET , ~ S 17, 8 f ~0 ~ ! E O v Y 6" PVC
~ i~ C 1 ~ V f WATER • F Q' • +TUS +z4 +zta +e.m ~isx r +ce2 M/Q}~`.~ +ex ~ ~~yF~:~GINE~~~?~
,~59~ SITE ~ . ~ ~ ~ C r m r
n EX. 3" ~~ISiIiC~
Creek Rd. F ~ ~ ! WATER 3~ :eye yew .ue +ea: +e ca~'~ ~ +en LINE+s+a +a~ e
~ 1767 ~ s ~ 1 ~ I ~
1733 a~ ~ ''j~ ~ ~ ~ ~ ~ ~ ~ ~ ~ O J ?t i r 31-~ ~ss. ,,.m, SITE DATA:
~ ~0 1716 Creek Rf'-? ~ ~ B ~ ~ ~ D
/ / • x' ~ TOTAL ACREAGE .......................................141.90 AC. OPEN SPACE ................................................4.59 AC.
1 1 ~ 1 Hoff ~ ~ ~p Al ~ Q`~A~' 9 i i~ _ ~ ~ - INV. ~ ~ ~ ACREAGE R/W ..............................................9.18 AC.
/ ~ ` 3..\50 Q NUMBER OF LOTS ..................................................97
VICINITY MAP ~ ~UN~° ~ =~2~ a ` ~ NOT TO SCALE i ~16o PR~JP ~ 1`i~~ ~I~ .Q ~ ~ i 0 ~ . , b~ ` ` ` LINEAR FEET OF STREETS ...........................5>987 LF
/ . 1 / . ( ~ AVERAGE LOT SIZE .....................................1.26 AC.
~P ~ ~ TOTAL IMPERVIOUS
I ~ l6~ e~ f ~ 0 o K~~` (ROAD & OPEN SPACE) .............4.54 AC. (3.200
~ ~ ~ 1 rf ff ti°^ ,q ~ ~ AREA OF DISTURBANCE ............................34.12 AC.
~ ~ R ~ I ~ f~
~ ~ ~ 3 ~ I / _ ~ / ~ 1. ~ I: y,ti~ ~ ~ GENERAL NOTES: C
N 0 ~ t y,u s~j ~ ~°~{~6~ ~ ` ~ r 1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FlLL AREAS
~ ~ ~ -~^~.,-A ~ I ~ ~ ~ f ~ I f o~ ~ o ~ D N PRIOR TO PLACING FILL. ANY QUES110NABLE OR UNSUITABLE SOIL
! - , V ~ l F , Z r'~. f- z~,,. / ~ j' C) z CONDI110NS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
1 f -='~I ~ ,2 "ky~ ~ m 2. ALL FlLL SHALL BE COMPACTED TO AT LEAST 95q OF THE STANDARD I ( / ` ~ PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
t :f i f I I ~L' ~ j _ ' = 3. GRADING CON1FtACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS
of v 0 v o ~i e v ~ ~ a ~ ~ ~ m ~ ~ ~ ~ ~ ~ ~ V? w I . y, _ ,;~5~~, ~ I IN ACCORDANCE WITH THE SPECIFICATONS WITHIN 21 CALENDER DAYS Y ~ ~ ' h~ ~ _ ~ OF COMPLETION OF GRADING WORK. UPON COMPLETION OF THE PROJECT,
w O ~ I w f 1 rV F f f. ~4~ 1.6~' ~ / ~ THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS
N : u? . ~ ~ ' i 4? ~'~M 11. ;r ~ ~ I ~ i 1 F~ : ~ ~ Z OUTLINED IN 1NE SPECIFlCATIONS. ALL DRAINAGE PIPES SHALL BE o I CLEANED BY 1HE GENERAL CONTRACTOR TO REMOVE ANY SEDIMENTS
OVERALL C SCALE: 1 "=500' r p : ! ti' ' ~ ! 1 f/ ` ~ J I I ~ j r ~ 11iAT HAVE ACCUMULATED.
X. DIT ~ ~2 ~~,~9 a 1.07 AC. I ~ D ~ 4. ALL PLANTING AREAS SHALL BE BACKFlLLED WITH TOPSOIL AND RAKED I' ` 2 2~8 AG TOTA ~ ~ DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR
M ~ ~ :j .Y' r /J 1~~ J ~ ~~0 I` i ~ 1 l ~ M SEEDING AND PLANTING.
I'• f ~ ,f. r • ~ ~ • 0. 9 AC. 5. ALL UPLITY TAPS, CONNECTIONS AND EXTENSIONS SHALL BE DONE IN
~f~ ?t~ 1 ~i :ji ~ . , JOHN SCOTT WINFIELD ~ ~ ~ ~ ~ ~I ~ i' . ~1 ~1 ` ~ ~ ~ k ~ _a ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES.
ffl fJf ' Jjj ~ D~ t F ESTATE FILE 01 E 362 • ~ ~ i~ t ,J ~ ` ` ~ ~ ~ ~ J 6. LOCATIONS OF EXISTING U1IUTIES AS SHOWN ARE APPROXIMATE. l ~ ~ ~ "'y' I .ea'~ ~ CONTRACTOR SHALL FlELD VERIFY LOCATIONS AND COORDINATE CON-
!if 5~=~ . } ESTATE FILE 71 E 192 .f I f` 1 DB 779 PG 92 5,x.95' 1 ~ ~ ~ i FE ~ NECTION WITH PROPER AUTHORITIES. CALL "ULOCO" 48 HOURS BEFORE ~ ~ \4j~1 ~ ~ x.29' I I 5.94 J ANY EXCAVATION IS BEGUN.
I fj `3~ i~. ~ ! ~ ~~r ~ DB 779 PG 644 o ~ h ~1~• ' ~ ~ 6~ iNT. 6.33 7• ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS
~ ~ ~ _ DB 779 PG 646 ~ ~ . ,.r .J" t t 0 / -1
~ b /r • $ ti fl. r MB 21 PG 53 r--- Al . ~ ~ ' ~ ~r t J S ~ f ~ ~ INV. xw. ~7 ~ ,r 2a DRAINAGE , t , Al ' ' I I ~o~--'` (2) 6" 45' BEND ARE THE RESPONSIBILITY OF 1HE GENERAL CONTRACTOR. ~ ~ 0•; , _ 8. NCDOT DRIVEWAY PERMIT IS REQUIRED.
~ ~ I 1 ~ x~ k,~ 'E SEMENT RIP \ , x ~ ` E ~ k ~ ~9, 6" TEE & 9. NCDOT ENCROACHMENT AGREEMENT FOR UT1LI11ES IS REQUIRED.. i I / 9~' (2) 6" G.V. 10. NOTIFY NCDENR-WASHINGTON PRIOR TO COMMENCING CONSTRUCTION.
~1 k AP \ ~ ~ f, ~ ~ x ~ ' PHONE: [phone].
L 8 4. t. 5 ~ 6 1 ~ . 0 0 21 ~ ~ X. DITCH ~ r ~ TYP. ! 8 k 0 ~ 3 x 47 ~ ~ ~ ~ 2 r ~ , 6, ~ g • x L 11. ALL LOTS SERVED BY CENTRAL WATER SUPPLY AND INDIVIDUAL SEPTIC
~ ~ 5. 2 1 2 ^G 0. z ~ a r I r ~`y~ SEWAGE SYSTEM.
L9 t~ .axe. ~ - / , - 9 ~ • ~ k 9 ~ f 2 ~ , f ~ o o 4• ~ • 12 ~ x ~ 4 P fr 61 6,z , . y Q7 I ~ I 12. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM ~ t ~c ~ ROCK SILi~~~~ ~ \ ~ 1988 AND ARE RELATIVE TO MEAN SEA LEVEL.
r r 5 6 1 / t ~ `~y ' r `'f6 {fir, iy~ ~ k b• •5• +~~P 1 , ~ a~ 6 00 . • W FES INV. a 1 \ ~~~~fq~ ~'"6 SILT I AS EMBLY &T 13. AN EROSION AND SEDIMENT CONTROL PLAN SHALL BE APPROVED
. r ~ X. • ITCF~• ~ ~ r 3 ~6. T4 BE EX DITCH a ~ r ~ 2.30 1 V S. 0 0 ~ ~ ~ 5 ~ / FENCE, ~ PRIOR TO CONSTRUCTION. • ~cT;,,y~ TYP. I I 6" PLUG 14. ALL ELECTRIC LINES SHALL BE UNDERGROUND.
' ~v Z 2• o • 1 0 CLEANED IMITS 4 ~ r $ O i ` 6N S do • 1 ~f ~ N ~ ~ 9~ N IS ~ ~ ~ ~ ~ ~S ~ 6. C k O R r. r x x • op° °4~~ ~ 15. A STORMWATER MANAGEMENT PLAN IS REQUIRED.
.gib - =.:=fi.. ~ ,~9~ ~ ~ k OUT & ISTURBANCE b~ , ~ D ~ . ~ ~ ~ ~ x ~ " ~ r J ~ ~ L ~ 16. GENERAL CONTRACTOR SHALL VERIFY INVERTS CN EXISTING STORM
92 • 4 , ~ i r k b' h3 x,6' ~ ~ ~ ~ ~ / -50 TEMPORARY DRAINAGE PRIOR TO CONSTRUC110N.
b ! {6. 3.05 ~ l ~1 5 ~ ZO Y~"° 6. er;~ ~ ~ ! 1 A ~ I CONSTRUCTION 17. CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION OF WATER MAINS
JOHN SCOTT WINFIELD - ~ ~ ~ y 9 6 n . t~ , 3 .9 k6 . y - pRA1NAGE E~C-'H ~ , ~ ~A~~ gN ~WETL~~R ~ F~I T S B 'L x~. v A E A FAIRE F~jD1~1A1 ~ ~ ENTRANCE OR SEPTIC SEWAGE SYSTEMS PRIOR TO APPROVAL OF ALL PERMITS.
K ~ ESTATE FILE 01E/362 ESTATE FILE 71E/192 1 ~ ~ 2 ~ w, h ~ ~ 9 0 .b rn NIP 6• ~ e• o Q ~ 1 $9 ,.,s ESMT, se U' -~qs~~ , 1,7~ q~, ~ "i I K 18. POTABLE WATER SUPPLIED BY BEAUFORT COUNTY WATER DEPARTMENT.
DB 779 PG 92 2 ~ . • `EX. DIT H .6 1 C ~ ~ , . H. . i ~ til x ~ EX. DIT~ . - a• t-- ~ ~ S7' 1 ~ .30 AC. o p~ ~b~,. ~ ~r~° 2.78 AC. TOTA 19. WETLANDS HAVE BEEN DELINEATED AS SHOWN ON THESE DRAWINGS. ~~b'` ~ ' ~ ~'~'-v~ ~ ~ ~ - I THE ONLY BLUEUNE STREAM, AS DETERMINED BY NCDENR-WASHINGTON,
DB 779 PG 644 DB 779 PG 646 k 1 N 00 4 , ~,ti. TO ~ e. ~ o yJ ~ ` IS LOCATED ON LOTS 71 AND 72.
MB 21 PG 53 \ xm 0 CLEA . 0 rn ~ ~ ~ x 2 M M x 1 ~ . OUT & ti SUO~ rr c M ~ ~ c°v ~ ~ \ V_ A • ~ - 6-k~ DIREC ~t \ N at \ l e~ ~ ~ ~ O BORE 1 " DIRECT10~1 ACC ~ ~C \1~ ~ ~3~ ~ 7T ~ ~ ~yh ~ \ I
! ~fi ~ INV. ~ o FILLED ~ i k ~ fyl 3.74 to ~ d~~p ob ~ \ x~7\• °j ~ ~ T 1I A.
ii N ~ o k r ~ ~ .•~r; N . ~ .r,. . 1.26 AC. k ~ = 1.25 AC. o,
n 1' ~ 18~3~ 59 cn i / a~~ \ 1~,~0 1 ~ ~ ? ~ ' ~ 1 3 AC~6. . ~ • f , ' v~C~r ~ 1.24 AC 1.21 AC. , ~ . 9 3 A ~ i x ,~G~" 24' yy~D~E'~RIDG 1.24 AC. 0.94 AC. ~ 91 A ~y~ 9 2~ A ~ : 9, - ~ P~~ ~ /
Ij r 2 k~• d ' ~ 0 , p r • X,. e(I:93 AG -t ~ Q / C~7 ~ ~ . - \ . TYPICAL LOT SETBACKS:
o d~ ~ q ~ x ~ . G 1~ s ~ ~ . ~ 10 UTILITY ~ f , /4 x N S x662 1j "'~{1.4Z AC. '4 61 AC. 0.74 /ACXS, SILT % . `lye ~f ROCK SILT 2.12 AC. : ~ FRONT: 30'
J ! 20' DRAINAGE }~~5'~i~ j \ 1 r ~ ESMT. TYP. . . 4 0.82 AC. ~ _ ~ x ~ ~ SILT . ~ r,~ .~1. LD LA~~ I ~ ~e /i TMN~CE~ ~ x5 O~ CHECK DAM - ~ 5. ~ SIDE: 10
EASEMENT ~ V :L FENCE rl W ~ ~ 145.00 ~ b~ 15" RCP ~ . ` ;~r ' o T1P' - ,~~9s fr f~~.:~~:`~ 17 69' ~11P .,A» REAR: 25'
c i r.. S ,3 .1 ~ ~ 92 ~ TYP'. 1 A l~ f.li ~ 88 1 Q 1 '/w xea° 20 P~/MT~ `1 r~>g ~ ,o~` W/FES 15" RCP ~S ~ ~ ~ / 1 ,I 71' / ~~i ; ~ W/FES J 0.7 AG .
I. . ~ 9~/ y~~ a~ xa~~ 12 .0 I ~ 1 0.81 ~ 5 6 • 11 0 • ~ ~ n ~ ~9 P .w t C k ~ R b7 / , r .1. 98.31' .69' / "'0~`~~ 2303~~ ~ p~O~Oe 5~ rn, ! ~
x 0 b• f ~ x !0. . L f 2 6 fW ~ . ~ 24 2 1 r-., u n 1 ~ J ~ ' '
i , 5 63 .9~ ~ 4.63 0.79 r k i 0.79 AC. : ~ J - - ~ . . 24 FRCP W~FES ~9~ 52.26' r~63.69' _ ~ ( r' ' g 5 ~
~ r'~ ? N. r . , 1 t' 0• -,x, • 1 95.00 5.00 95. 1 A 9 OQ R ' 16.66'/ ~ q - / / / .10 ~'--s~ f N6'~ . ' I i 0.96 AC. 5~ ~ ~ SITE LEGEND:
~ yR 13 6, r 9~, ~ ~ b "a 6• (p x ~ P •~0 1 R 0 •5 5 10 s 9. , , 15 ~ ~ 0 t ~ r,,~a j~ , y' ? 3 ~ t k~' INV. 1.55, --g~_ ~ ^ ~ ~ • / 1g ~ ~ ~6 I CONTOUR
' . ~ ~ ~~~o 0.76 AC. FlRE HYDRANT 0 ~ IK .5 1~.1 '1 9 I E .DITCH x 0 4. , 1 ~ : ASSEM6LY 0 2 ~f;"''.' f ~ ~ , h5 ~ J x %0.00 SPOT ELEVATION
90 ~ o- 14 ~a "3 6'' , 2 ? + : ~ ~ 1 t 1 ~ e~ / ~ i (2 k ~ ~ a°' 84.48' T`' ~ 0.93 AC. s / ' / $50~,.. ~ I FIRE HYDRANT
~ ~ ! f .6• ROCK SILT ~ ~ ~ d } ~ _ A~ f v N A CHECK DAM G =n ~ ~ E O - ...r-. r ,S r F ~ L~ I ~ 4b0 `Qp1 11.40 95.0 45.66 5~~' r- 9 3 k'by ~ i is-? E~ .DITCH + j DRAT AGE RE HY9RANT 6" PVC e 19.80' ~~1 ~ _ l 4.~~ ~ j ~ H WATER VALVE
3.23 ~ 10 ~ ~ 5 ._.(160-A£: O - ~ ,G 6• S k E 9 ~ ~ N t x r , r~ , 1 I I ~ j oo ~ ~ -o- PP POWER POLE 30' AREA OF I FLARED END SECTION
I \ ~ fr :s~~` ~~,5 ESMT. \ SSEMBLY~` WATER MAIN ` . ~ C 6' 9 • . ~ . i \ r~ 'M~ CONCERN, 1YP.
,.,~~336 50 ~ 0.59 AC. ~ 9 ~ r I ~'rr~ STORM DRAIN ~~~0~ ~ I ~ WATER MAIN
R,~3 ~56 ~ EX. DITCH d' ~ ; • 1.06 AC. 0.98 AC. }E ~ ~ 1.34 AC. k 1~,. b ; f k ~ 7 1.46 AC. .r 2.2 A XR~~ r ~ ~ 9 Y ~ 9 0 g ~ xy~o ~ ,tit~~ may:: ~ ~ ~ {
S 68~ 9~ .6 CLEANED ~ "6~~ 0.60 AC. ~ ~ QJ $ 1 LIMITS OF f . ~h f 1 ik ; 1 ,E• 1 . k - _ ~ .t r . • tl ~ 0 DISTURBAN . CE 0 ~ i { ~`ti^ ' . ~ EDGE OF I X SILTC FEi CE
g~ / ~ _ i ' OUT & ~s ~ ~ ~ ~ ~ 1~ ~ ~ ~ / ~k~`' ~1~' . x~G ~ FILLED`°'~ ",rr ~j y ~ 9~~ ~ 6p. ~ ~ 0.62 AC. ~ ~5~ g 9 0. ~ ~ / 1 ~9 ~ ~ ~ J ~ 2.19 ~ . A~~~ r i x3~ 1.; 8 AC. "k ~ 1.12 AC. `~.1e~, AC. 1.08 AC.~6. 1.04 AC. ~ ~ `,s ~ ~ - j f~~ `'~g ~ / ~ x 1 L30 COASTAL MARSH ~ AREA OF CONCERN
k 1 , . L , i a~~ RACK Sil~~ \ ~ I i• xh~k 5g. 25 p HECK DAM 'k,, ~ ~y f \ \ ~ N ' EX. DITCH Y~ i - - 50' RIPARIAN BUFFER
r ~ • a ~ }F~• 1 ~ ,~1 to s, ~ ~ l , 1 , , , i ~ ' rf 1 / 1 N t k , ~ . , . ~ . t ~ W ~ 5 ( WETLANDS LINE
f ~ w .rr ~ 1 j ' ry'~~ M ` ~ AREA OF DISTURBANCE I G ~ FORCE MAIN
- ~ 0.64 AC. Y O ~ ~ 110' y6~ ~ r, ,3 ~ ego ~ ..e9 ~6 0 ..Q ~ r" 1' 4' ~ 17' ~ t ~ r ~ ~ ,4 ~ ~ ti rr i~ 1.30 AC. rn ~ ~
~ X6~a zR~ f g~• l~~y°Ie ~ - 'F(RE HYDRANT ~ ~ \ g , f / ~ 1 x a ~ Wad. •3. r% ~ yip ~ ~ ~ , J / / ~ y) ' X~~si ~i ~9 rw ,SILT 4$5 FlLLED ~ / / ~~O
L , / ~ lI ~ ~ ~o X0.66 AC. ASSEMBLY & r 1 ~ OD ~ ~ ,a co k~ \ 4~ x~ti / FENCEf; + ~ l / 50' RIPARi / : R~ ~ / r.~~3 ~ n- TYP.. 1 -l-- . :Ifs ~ h'L°' BUFFER. T / d E~C. POND _ ~ Y•`d ' ~ f ~ RIPARIAN I
k~ti' `9s. ~ ~p 1 6" G.V. 1.44 AC. ~ . . `FER, TYP.
Y~1, ~ a / ~ 5~ NPR / 1.53 AC, ~ ~ ~ • r~ Ao r
s ~ p0 e2' rl i I ,
~ ~ 1.20 C. 9~~~ ~~y~ ~ ~t 1 89~A~ l yr ~I ~ ` t~ f . C . t• , • • ~ ~v . . { ( - w v
° INV. ~ x~`f' ~~~5 ~~~`P~ - - y f PQ ~ ~ + r~ . • ..rif . n .~I~/~ / r~ + VIDA J. EVEREl-f
,+z ~ C~ rytl 1.00 ~ ~ L10 ~ O ~ l~r~ ~ o Q EL . `DITCH ~ ~A~~ ' ' / J '2~ I ' I ~ PR xs ~ 1.99 AC. ~ ter, w ~ ~,,....r .-,,r. .1_ ; ~ fG ~o? ~ . \ T,~'P. ~ f`0 ~ Y ~ ~~0~ ' 731 ~o i ~ l ESTATE FILE 92E/147 0
~ . -1~' ~ '
r? ° ~ r Cp ~ +~Y Cis ! • ~ r- ~ ' ~ O F
~ , co : ~.v - 4
i OAP .ypO ~,s 90~ x °j~' ~ ~ = \ \ 1 .t... k ~ . `.r 1~ 1 ~ ~ -r.. ..~i
x • 1 S , 8 •0 ~ 0 ~ .r.. -1$. i ~ N
'•:~:,S~,Ra' L~ ~6 ,~p~~ FENCE, ~~P~ ~ -7.~ \ ~ L./ ~i''... ' WET " J O h h'I 1•. 6~ ~ g WETLANDS s 30.E ~ ~ T g.~ - ~ .f!.~ ~if j
~ 17.29 ~ o , uNE TYP. a ~ . i
~ o~ s 22.58' 29.07' Or, ~o, ~ / ~ L40
O.~ / v ~ 77 ~ 0 •11 0 • ~ 45 ~ . a~ 5 2 . 5 s~ • 3 45.(3 ' lp~ ~o;' WE'TI.ANDS LINE, TYP. \
8 t REVISED SITE DATA (AREA OF DIST.)
s v' l _ ! z~ 28, ~ D 03/08/07 REVISED FIRE HYDRANTS EHA E
A ' n T 1 FlRE HYDR , ~ 50' RIPARIAN t ~ •r ~ ~ ~ g"~ ASSEM6L.Y ~ ~ ~ s s.
BUFFER, ~ C 12/04/06 CHANGE HYDRANT TO FILL TYPE EHA
B 10/25/06 REVISED DRAINAGE AND SITE DATA BWW
k 0. Q~ ~ ' x . • ~I ~AJ `C F-y ..,...r
j . t g 2.03 AC. ` , 41.44 65.00 L50 A 6/19/06 ISSUE FOR REVIEW BPB
~o ~ \ ~ ~
f 1 f..p l r X .k ~ r t ~ ° 1.9~~ AC. ~ 1 ~ ~ ~ , r REV. DATE REVISIONS BY
. F. f1 1 = / Zs' f a . ~~Jf N0.
• ! , 1 56 ~ ~ 2 11
J ~ _ S x ~ f ~ ~ f ~ ~ ~ r.r .f • • . ~ . ~ ~ 5a 59 10 00 P U N G 0 C R E E K
„ ~ • . • ~ ter. J , ..r. THE
. ~ .t r' i AC:,. ~ ~ ~ SEE SHEET C1 FOR EAST
J Ej. J 1 r ~ . ~ E tS` f~SCLT ~ r~~ CONSTRUCTION SEQUENCE,
~ r - ~ . FENCE I ! . / Off, MAINTENANCE PLAN, GROUP P.~.
` j f t1 r ~ s !r 1 . r VEGETATIVE PLAN AND ~
r . ! f i ~ ! tp ~p~ \ 1~ SEEDING SCHEDULE.
fi r - ¦Engi~reeri~rg ¦Architecture ¦ Surveyti~g ¦Technology
~ , / 'I Y~ n t r r/ Suite 205, 145 N. Church St, Spartanburg, SC 29303 864-591-3334, 864-591-3343 (Fax) Box 7305, 324 S. Evons St, Greenville, NC 27834 252-758-3746, 252-830-3954 Fox
Mfr ~ _{.1. pr / ~ ~ PROJECT TILE
W r: ~h' NOTE: DIMENSIONS ARE 60' PRIVATE R/W r ~ C
t rr .r ' cyzr CO /r ~ ti~ ( ~ ~ry 116.77' -NORMAL WATER TO BACK OF CURB R30', R30', ~
k ! 1 ~ 1 f . ,o}'' , k h / w ! /f u • . . ~~ti 4 .00' LEVEL. TYP. TYP. NP.
_ l j( j1 / v ~ 1 ! 1~ d a rt: ~ r r r r v iT. 1 f 1 ~ 7 0 R340' APR 0 5 2007 WI N FI ELD ESTATES
~ : ~ • ~ l~ 12. 8' 6' 6' 20' PAVEMENT 6' 12.50' s' s'
r r {E ..eti f l r r ~ R6'
f r~ .L. ~ f 1' J Bath Townshi Beaufort Count NC
DRAWING T17LE
' ~ •'2 r j ~ f 1 ~ x r ~ r / fr. .f U MIN. 2" t-2 ASPHALT
_ I . '~t , f' EDGE OF ~ ~ t. ~ ~ COASTAL MARSH
g f~ 1 " PER Ff'• 1 4" PER FT. 3 , 'i ~ PER
j •~Y_ ~ ~ ~ , •r , R320' 0° 0 ~ ~ M~~ B Erosion and Sedimentation
'r'.t r h, \ v ter.
- - 30 AREA OF C NCERN o rn S 1 ERN, TYP. 50.0' ~ Control Plan
( ,3.3 ~ L- 9 , s.,4.: ~ , ~ 5 „ , MIN. 8" AGGREGATE BASE COl3RSE (PER N.C.D.O.T. STANDARDS) 3RSE SCALE DEPARTMENT
9 3 -3.2 C. ~ 1 0 8 9 x c-~;,~7 ~ 1. ~ 6 1 ~5 6 ENTRANCE DETAIL ?I~ L COMPACTED SUBGRADE AS NOTED CIVIL
0 9 . 5. iiC1 5 ,4 1 MP . EW BOAT RA N.T.S. DRAWN 8Y DATE STARTED SHEET No.
~~.v ~ ~-t3.~t a x X (-1~.:r 0 5 , Owner~Develo~er: SLJ 3/27/06 1 OF 14
• • • •0 0 ~ • V ~ Clear Water Marketing CHECKED DRAWING N0.
i.~.~. • • • • • • (-;4.4 1 TYPICAL ROAD SECTION - 20' PAVEMENT ~NT c/o Ross Beebe q
~ ~ ~ • . • G`'~ N.T.S. 240 CRAVEN ST. APPROVED
• f--;S.H • 100 50 0 100' New Bern, NC 28560
1 "=100'-0" Phone: [phone] PRO,~CT N0.
.Fax: [phone] 20050327
THIS DRANANG IS THE PROPERTY OF THE ST GROUP, P.A. ANY USE, REUSE, REPRODUC710N, DISPLAY OR SALE OF THIS DRAWING NAIHOUT WRITTEN CONSENT O 7 6 5 4 3 CONSENT OF EAST GROUP. P.A. IS SIRICAY PROHIBI7ID. COPYRI 1HE EAST GROUP. P.0. 2006 )
>o s a ~ 2 ~
x

x
15 14 13 12 1 7 ~ 6 I 5 I 4 I 3 2 1
~~`~~cN ~aRa~~''~ t
P VEGETATIVE PLAN: .Q f• -
P = 422 _
VEGETATIVE COVER SHALL BE IN ACCORDANCE WITH THE SEEDING SCHEDULE AND THE FOLLOWING SECIFICATION ,,,s.r- ~c~
SECTIONS: Cn t" • -
SECTION 02230 SITE CLEARING 9 ~ •.....?~~3~~
SECTION 02300 EARTHWORK 0• 0 2 . ~.--J---~.-- .
SECTION 02920 LA'~VNS AND GRASSES ' - . o 3
CO o N ~ 0
~ O M SITE DATA:
I 1~ S~ . 1 1r"' 1 \ ~ ~ ti.tif~' fry. h ~'1 t +3?03~ M ~''a4= ~e d' I~ >~'I i~-~--_ ~ O ~ TOTAL ACREAGE .......................................141.90 AC.
O r $j i t r r~~ ,~,~IL y~r,• ~r~ (n Q OPEN SPACE ................................•--.............4.59 AC.
p PERMANENT SEEDING: r ii. ~ ~ : f~- 1 s.: s-~. ~ rjf~ ~ IJi~ ACREAGE R/W ..............................................9.18 AC.
DATE k. . i ..r it ! k N r4.b-~ . G,~ . !ltiY ttl~)i 3~~ 7 ~ NUMBER OF LOTS ..................................................97
JAN 1 -MARCH 31 COMMON BERMUDA GRASS 20 LBS/ACRE f' f~f W f 5~ i ` . r. ! , LINEAR FEET OF STREETS ...........................5,987 LF
(UNHULLED) APRILI -JULY 31 COMMON BERMUDA GRASS 15 LBS/ACRE r • f': . rJ ! ~ ~ ~ i f r -P ~'I4h\\ EX. DITCH I, AVERAGE LOT SIZE .....................................1.26 AC.
(HULLED) f X ~r I ~ f--~ r~ , s. TOTAL IMPERVIOUS
AUG 1 -DEC 31 TALL FESCUE 60 LBS/ACRE ~ ~ ' ~ r • r ' L~ f ~ / ~ r ti f r' r f 1.11 AC. (ROAD & OPEN SPACE)............4.54 AC. {3.200
COMMON BERMUDA GRASS 20 LBS/ACRE f ('~f / A /Y' ' ~ i. ri 0.91 AC. i . AREA OF DISTURBANCE ..............................34.12 AC.
(HULLED) woR~Y Erv DB 120 THY ENTERPRISES LLC . . . ~ FE _ . ! . r ~ 1 i • ! t •5 O ~ / .fifi 3 2 Rp,\NP~~ O~SM~. GENERAL NOTES:
YEAR ROUND AGRICULTURAL LIMESTONE 2 TONS/ACRE DB 1206 PG 747 ~ ~ Y~ ~ 4.85 r . ~ .oo
N YEAR ROUND FERTILIZER 10-10-10 ANALYSES - 1000 LBS/ACRE 40 .g. ~ ~ o.s3 Ac. ~ i , N t. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FlLL AREAS PRIOR TO PLACING FILL. ANY QUES110NABLE OR UNSUITABLE SOIL
~ A ~MBLY . f O 1~ J . i. ~ it ~ ' xF}r J f? 4~ ~J CONDITIONS SHALL BE BROUGHT TO THE ATfEN110N OF THE ENGINEER.
YEAR ROUND MULCH 2 TONS (APPROX. 80 BALES) 1.28 AC. ~ ~ ~ . y. R~ + 2. ALL FlLL SHALL BE COMPACTED TO AT LEAST 95~ OF THE STAND~aRD
SMALL GRAIN STRAW/ACRE . . ROCK CHE f• ~ r~ o ! PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
YEAR ROUND ANCHOR TACK WITH LIQUID ASPHALT ~ 400 GAL/ACRc i ~ W 2 ~ os.s4 . 4 0 0 ~ DAM A4J' J y- 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 rf ~ k' r r ~ V 4 ~ 1 i~ y~, - INV. 0.65 AC. OF COMPLETION OF GRADING WORK. UPON COMPLETION OF THE PROJECT, THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS
r r i V'. ~ L~ V ' ~~2.2 , , 3 . ~ 2 45 ~ , 1• TJ ,f r i rrG J ti. ~ 2 L9 i~ ~ ash OUTLINED IN THE SPECIFICATIONS. ALL DRAINAGE PIPES SHALL BE
TEMPORARY SEEDING: r ND 3 ~ r. ~ ~ ,,~.~f 9 `~J C~c.3~. \e~4' ~ k CLEANED BY THE GENERAL CONTRACTOR TO REMOVE ANY SEDIMENTS THAT HAVE ACCUMULATED.
DATE . 0.92 AC. ~~.{1~ f. ~ i j F: E r: 7 N' 576 ~ ~ 4. ALL PLANTING AREAS SHALL BE BACKEILLED WITH TOPSOIL AND RAKED
APR 15-AUG 14 GERMAN MILLET 50 LBS/ACRE ~ GG~ 1 f 5~ ~r ` /,pry DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR
M ter`, ~ iqF'~./:` ! ^ b, a ~ .61 AC. „ „ . a~ 0 a ~ cr o 8 1 .r ~ . , ff M SEEDING AND PLANTING.
AUG 15-APR 14 RYE (GRAIN) 50 LBS/ACRE i x ' 4 3 . ~ O. ~ x . 'o a M~,• F ~ 1.19 AC. X `QO ~O O ~cfl~ ~W~ 5. ALL UTILITY TAPS, CONNECTIONS AIJD EXTENSIONS SHALL 8E DONE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES.
.i y~ J' ? r 1 h • ( ~ f 9 t. - 4 661.0 ~ ~ ~ kK ~.6P: 6. LOCATIONS OF EXISTING UT1LI11ES AS SHOWN ARE APPROXIMATE.
YEAR ROUND FERTILIZER 10-10-10 ANALYSIS 4-00 LBS/ACRE N . ~ . i' y'~• ' • • 2 PVC • 20' DRAIN~4GE f CONTRACTOR SHALL FlELD VERIFY LOCATIONS AND COORDINATE CON- NECTION WITH PROPER AUTHORITIES. CALL "ULOCO" 48 HOURS BEFORE
~ ' ~ rr : b, WATER MAIN ~~'y 0.64 AC. EASEMEPi~'~ ANY EXCAVATION IS BEGUN.
0 6 r ~ rn t 3 { 1 , i s ! t :tip, O ~ ~ b. O 0 7. ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
1.26 AC. x 4 ~ , . ~ .c+ • ~ .r _ co ~ 8.97 :Y- i9~ 8. NCDOT DRIVEWAY PERMIT IS REQUIRED.
68 x,~~ 6 PLUG r~~• T,~ 4 . E$S ay. 9. NCDOT ENCROACHMENT AGREEMENT FOR UT1UTlES IS REQUIRED..
r? ~ ~ ~ TAPPED 2 ..,a 5 ~ x e~ ~ 5 TYP. k „ ~ . / x~ Cry ~ "be r~'~ JOHN SCOl"f WINFIELD ESTATE FlLE 01E/362 0 10. NOTIFY NCDENR-WASHINGTON PRIOR TO COMMENCING CONSTRUCTION.
c`~s 0.66 AC. RIPARIAN ~ ~ ~ o k 0 0• ~ T . 3 FIRE RAN ~ 3 BUFFER 1~ INV. ' ESTATE FILE 71E/192 PHONE: [phone].
L ~ ~ x 1 ~ ~o ~ N • ~ x i .32 AC. Y a ASSEMBL k o, ~ ~ ~ ~ 3 ~ b• , o, 3.25 ~ DB 779 PG 92 0 ' ,r`~' ~ DB 779 PG 644 L 11. ALL LOTS SERVED BY CENTRAL WATER SUPPLY AND INDIVIDUAL SEPTIC SEWAGE SYSTEM.
r ~ ~ , b' 1 r , 22.15 k ~ r ~ ~ r 7 . ~ ~ W 1" xe"" .n DB 779 PG 646 12. ELEVATIONS SHOWN ARE BASm ON NORTH AMERICAN VERTICAL DATUM
r ~ O ll.~ \ ~ r,ti f`~ 1 ~ Y O k6.~ MB 21 PG 53 1988 AND ARE RELAl1VE TO MEAN SEA LEVEL
O ~ ti ~ N ~ ~ 0.69 AC. 2. kb, 0 4 C. 342.4 as~ CP "f .69 13. AN EROSION AND SEDIMENT CONTROL PLAN SHALL BE APPROVED PRIOR TO CONSTRUC110N.
~ 3 ~ 4~ bz. •tt~• 1.42 AC. ~ ~ o' ~ ' . 14. ALL ELECTRIC LINES SHALL BE UNDERGROUND.
~ ~ ~ ~ ~ 7.97 9 ~ "b~' xa"°' 6,s INV. ~ NIP ~S ~ 15. A STORMWATER MANAGEMENT PLAN IS REQUIRED.
30' AREA OF CONCERN, TYP. ~ ~ x ~ ' EDGE OF M o 3 ~ 3.00 9s 6s~ ~r `N 16. GENERAL CONTRACTOR SHALL VERIFY INVERTS ON EXISTING STORM
6 PVC _ COASTAL MARSH ~ ti w i / ` ka,' ~ ._e~ WATCD 1/ AIAI ~ _ ....1 ~ _ 1r. ~",Z-~'~~ DRAINAGE PRIOR TO CONSTRUCTION. ~,3 _
~o^ ~o I ' x~ . ~ 0 0.71 AC. b r ' ~ •1 5 • 71 AC. 3 2 f c> " 'b,1V~'' 1/. I,VIVIKAI.IUK JI'1ALL IVUI WMMtIVI,t WIV~IKUI.IIVIV VC YYAItK MAIIV~ OR SEP11C SEWAGE SYSTEMS PRIOR TO APPROVAL OF ALL PERMITS.
4 ' , ' x .a• ~ 'Q 4 h ~ 1.74 A . i ~ . C ~ ' f ~ r~ ~ f ~ ~ {Q. S r INAGE r6yF g~ K 18. POTABLE WATER SUPPLIED BY BEAUFORT COUNTY WATER DEPARTMENT.
K ~ ~ .08 .f 890 ~ 20 RAINAGE . , 9 S• ~ A?S MENT n ~T ~ 19. WETLANDS HAVE BEEN DELINEATED AS SHOWN ON THESE DRAWINGS.
~ ~ ~ o ~ i~ • ~ ~ ~ Q , • , h ,ca., S.~ 9• 0 , f' ~ ky' ~ ! THE ONLY BLUEUNE STREAM, AS DETERMINED BY NCDENR-WASHINGTON,
cr END DITCH FlLL ~ ~ , FE o r~ 0 0.• LI IT OF 2 ~ 0• 3• 9 ~ 2 4 0.80 AC. EX. DITCH TO BE DISTUR~A CE / 9~~~ 0 IS LOCATED ON LOTS 71 AND 72. k6 M9 bp0
`O~ ' . ' ~ ~j ~ ®RIPARIAN o • ~ - ~ 6.10 - cS` ~ 1. 0 • 0 INV. CLEANED OUT & 0 ~ ~
...,.L~, 1, a. 1 3~ AC. 't' ,1 ~ 3.23 ~ FILLED NI 0 0• . ~ 1 ~ i ~~o TYPICAL LOT SETBACKS:
x tit 6.79 ~ 98 x • x c - J/j -it+ .T ~ R r k ~.r u0 k 0 1 , ~ 1 A / ~ S • 1 ~ K 1 FRONT: 30'
O~ f '4r f ~ F k• i x ~ X ..r n- SILT w r' /l• R 4 v, ~ , ~~~1 5 ~ ~ b, , x .6 9 - ~h 16 :p~g SIDE: ~ o'
• I r, ~ k FENCE ~ • o, ~ k ~ ~ / EX. DITCH i ;4.. ~ 9 .r<• ~ 5 ~ ~ 6 e , . o• h 3 s • h. x 1 ~ 0 . n TO BE x= ~ ~ 5 . >k~ 1• 0 i 1 ~ 1 t~ '0 r V fCH i9d~ 6~' moo. 0.60 AC. REAR: 25'
M -0 TYP. ~ L. r 2.10 AC. 2 9 S ~ t ~ ,,Q . 0 CLEANED ~ b h' r p 0 L •ti h ~ ~ ~ 4 ~ 5 • °x h~ ~ a' S 1 .D
J f ~ 2.88 ~ ~ ' ~ c' 104 f.. OUT & FI LED k 0 ~ • ~~6 ~ 't k t O i k ~ ~ Q- - / •Y ~ o 1• f 1 ~,4~0 `o~, 1,~ xa=~ ~ . ' '~j~ J
t ! • ~ `fig ~ ~ . pJ y,.. •.y ~ ~ / . ~ ~ NIP 1 0 : ; • : ~ u' , " 0.62 AC. ~`~Y ~ ~
WETLANDS t . r~ : ~ - ~ ~ x Cr i ; , f;• ~ ~ ,1 ; . ; j, • f r CA x IN . ~ kF. s r- e'' ~ I~~ 5.64 r ~ ;J-
c~ ~ ~ LINE TYP. ~ ~ ~ f I~~ r ~ t o J rr O p r ~ Q i ~ ~ 4..92 AC. ~5 INV. - P } L _1 o 2 `,`1.9.3 1 ~~8 ~`~P~~ ~
b t . p ~ 2.14 AC. ~ f~~ '0 ! I, l.j' ~ U , x ~ P o c~. 0.64 J k~ : 1 4r Q - ~ b T ~0 • ~ k 0.64 AC.
NORMAL WATER \ LINE. TYP. 533, 14 . , 99. f r' t, y3 0. ~ ~ 5 t . ca 10 G, a ,Y~- , k9 mac ~ ~ ~ ~o' u~ur~
• j ~ 0 r.,.. i ~ . , r, / ~ . ~ ~ x'~' 2• ..r 6 ~ ESI 6 Ei r ~ n 0.66 AC. ~ ~ ~ ROCK CHECK . ESMT~,~TYP. 9~ ~ SITE LEGEND:
224, = ~5 1~ ~7 x , ~ ~ yr . fi ~ l!J • 1- ~ t9 0.98 AC. : x ~ ~ E D s x ~O~ ~ ~ CONTOUR
.R 6 t9 . . 2 f- Q / ti~ M 0.70 AC. TLANDS x ?p.i;U SPOT ELEVATION
1.79 AC. X ~ / r f V a ~ ~ (a F•r ! c,. k, ~ 1 V~ r c~. ,1 I~Q • ~ i~' { s ~M' SILT .C 0 • p0 FIRE HYDRANT
H r~ . ~ 39.96 . j 7 v a,,...U ~ 1~ ~ ` .1 c~ FENCE 9 k r:,. - 1.20 A,C. ( g0~~ ~c~ 15~~ ' H WATER VALVE
I f. ~ 2 .0. r B s r r , 1 ~ V ASSEMBLY ~ o ~ 0 ~K L F~ ~ EX. TCH 4 , ` , 1 F ~ -O- PP POWER POLE
~ t Dr y . ~l. ~ 6 6 s 2 ~ 6• 2 ~ 1 1 6' a~ k• ~ 4 0 ,s ; E ~ ~ ; ~ h G ~ ~ ~ ~5 ~ 0 a, r 1 ~ t 14 0 ~ ~ L ~y~ ~ ~~,Q ~ I ~ ~ -i FLARED END SECTION h 0• EX. plTe~i STORM DRAIN
~ o cP. ~ r~ , r` ~ .t - ~ t i~ . ~ r f. ~ c. 1 ~ ~ ~ 11 ~ WATER MAIN
~ M n ./Y~. pl 1.26 AC• • ! ~ h.4j . 6~ J ~ ~ ~ .b IR HYDRANT ~ 1 • ~ ~ ~ 487.4 X = ~ v c' 0.97 AC• k E : ITCH .k~ , ~ ~ r ~ ~ ~ - ,r v ~ ~ TO BED . _ - ~ E ELECTRIC
< < ..,h~~ ~ ~ ASSEMBL ! r y. K r , 6 cP A I ; x ~O ~ ~ CLEANE OUT .P s 'c I~ . t . fl 1 w 0 0 X SILT FENCE
i i J ~ ~ • H;~ ~ 9 k P ~ & FILLE o • ; ~ 0 1 0 . ~ 0 g >r ~ ~ 1.28 AC. ~ 0 J~g~, ~ ~ AREA OF CONCERN
50' RIPfVRIAN BUFFER, TYP. ~ ~ ~ , r< ~ uRIAN rr LIMITS OF n W , x 5 "1 6 ~ j t~ G C. , t _ • ~ ~ `1 '.J J t . ~ ~ ` ~p ~ / ~ \ ~ - - 50' RIPARIAN BUFFER
. 6 PLUG 6.47 TYP. DISTURBANCE ~ n ~ ~ 9 ,.b• •4v ` 0 • . 9~, 0 2 ONCE k • xJ x 0 3 6 G o 1 t ~,O p~0 \ WETLANDS LINE O~. ~7'~ ` ~ ~ AREA OF DISTURBANCE
1 . Q.87 AC. TAPPED 2 . E ~ ~ - ~ 401. 6~~a J F r j'~ i.•.:~ I ~ 3 -g ~ ~ 8 i • ~ 9' 1.07 AC. 2. G ~ FORCE MAIN
G (,v . ~ sip Cbl ~ . r,. . ~ INV. . x ` Q , A 0 k~r ~j o ,1
A~ k 4.32 0 ~ ~ 1.9C~. AC. x bf~ . ~1 o x ~ ..1 n ~9 ~ S I~ 0 .4' • ~ 0 0 6 Y 2.2$ A~~~ x ~ ~
P U N G 0 C R E E K . e~ ~ 1 x`'' • '1 ' ~ St ~ ~ 11 e' EX. DITCH TO k x 0 r ~ A~ 6 17 ~ , V O 'F 1 ~ v!'." 0 ...a ~ ~ 1 ! 1 1----~~ 6 ~ ~4 ~ ~ • ~ }4,. ~A ~ / ~ . . • 0
CLEANED eE 1.56 AC. ~ per.' ~ ~ AC. ~ OUT & FILLED y FIRE HYD A 1 \ • 89 rr 0 x 93 2 x - SSEMBLY ~ A ~ ~4 1.75 AG ~
k~• ~ ka• z~ ~ k ~ S k ~ 1 ` ~ • ~ ~ FIRE H T ;gig i
k S;I. ~3. 1 M X k~,5 6b ~ ~Q p ~ G h . ~ C 0 1 i .2~ r
W t"'-.~ n `t 6. ~ j ~ `J k .~9 FE k .9 x 1.86 AC. al.k• ~ ~ N t . 3 3ti 1 50 2 ~ 0 • r . 86 AC. , ~ ~
CONSTRUCTION SEQUENCE: M J ~ 1.49 AC. ,J f o ~ `rl 1. ~ 7 . . ~x. ~ r. N Al ~ R 0 D 5 5 6 0 Y"~ ~ J / kS~ I
1. INSTALL SEDIMENT FENCE, SEED, AND MULCH ALL DISTURBED h O • ~ 4 1 ~ .1 x~. ~ k x6 / ~ .0 0 1 ~ 50 00 .oo o. ~ 6 I N. M S 2.03 AC. E ~ '
F LAND IN THE N.O.V. AREA. ~ ~ 1.22 AC. h r o j' 1.32 AC. r^ r ~ r ~ h 0.60 9~ V P YC .,.r Y A . ~ ~i w b .r I ;s~ W~EpTLAND LINE ~ ~ F
2. OBTAIN AND POST A COPY OF CERTIFICATE OF SOIL EROSION ~ ~ r 1 j ,f ~ D~ ~...,j 4? ~ ~ J j pc / h• k h .f ti~ ~ 1.9: AC. k WATER .DICHTOBE, k n • ~ r Q< • • 2 ' 'r. p~9,/ ~
AND SEDIMENT CONTROL PLAN APPROVAL. NOTIFY NCDENR ~ fr' ~ , , . . 0 L f ~ - y. 80 ~ k ~ MAIN CLEANE U~..& r ~i E G A IN A FILLED R D 1 56 i r ~ 1~ ~ / ~ ~
DIVISION OF LAND RESOURCES, WASHINGTON REGIONAL OFFICE AT 252-946-6481 PRIOR TO COMMENCING CONSTRUCTION. I is ,fib ~ ~ ~ k • b. +r \ ~ T, r i M S E , 1. ~ AC. b I ~ . / / ~ ~
h o . ~
3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE/EXIT, INCLUDING GRAVEL ENTRANCE. ~ f ~ ~ ~ ~ / k- r 5 LEVEL x~ , ~ rn~ r / 1.5 AC. S •~READER r . N , , : / ,
4. CLEAR LAND ONLY AS NECCESSARY TO INSTALL TEMPORARY . / ~ . ~ ~ ~ ( 1.96 A h 1.11 A . f , 1.74 AC. ~6 ~ 1.12 AC. U • ~ ~ ~ k ~ ~
EROSION AND SEDIMENT CONTROL DEVICES. AS 3 . , X y rD 3 . \ t . s.• J 1 9 .r` x 3 My k~ `e ~ N ~ ~w r • ~ 4` . • • J 33~/'~ JOHN SCOTT IMNFlELD ko . f;, ~ ' ' ' ' I `rte REVISED SITE DATA (AREA OF DIST.) E 03/08/07 REVISED FIRE HYDRANTS EHA
CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION ~ ~ ~ . ~ SILT . ~ FENCE • i ~ ~
AND SEDIMENT CONTROL DEVICES AS NEEDED OR AS ~~.--r . 97.43 ~ r r,~. x FE ~ / f ~ CA _ ~ . h~.oo r . . r ~ a~ ~ 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 ~ ~ ~ ~ c~
g .r4r~ • ~ •G 1 - ~ $ . . S ~ E . C • C _ ~ A .4. ~ i.. REVISED DRAINAGE, SITE DATA, AND ' ~ , ~ 10/25/06 NOTES BWW
OPEN SPACE FOR LATER USE. k N ~ E M d k S ~ x , ~ ~ X~- o z TLANDS ~ . ~1
6. INSTALL SEDIMENT FENCE AND BEGIN GRADING THE ROADWAYS & LOTS. 7. INSTALL DRAINAGE PIPE WITH INLET & OUTLET STABILIZATION. ~A~, • APP k - p: Y E ~ Fj 69 ,1j .-~./~~.5~.. g 10/11/06 REVISED ROAD GRADES SLJ
t7~ X ° ~ • ~t ~ V r~ ~ ~ ~ ~ ROCK CHECK ~ ' r~ ~ ~ .r . .
8. GRADE DRAINAGE SWALES & DITCHES. INSTALL LEVEL SPREADERS, iu . ~ ~ ~ ..m: fy.l :7 aj..J` 4 ~ ~ o~ ~ ~3 ~ , INV. z . {o. ~ ~'~1Sy. yr' ~ {r+ kaJ ti _ ~ k ~ ~ DRAIN E . ti• ~ . ~ 0.00 ~ ~~~7,/~ , A 6/19/06 ISSUE FOR REVIEW BPB
ROCK/SILT CHECK DAMS, AND TEMPORARY SEEDING. r 4 02.90 83.63 M _ ~f~ ~ ~ ~ •Y r• ,.1k i ~ - !'.`.Q L ~%CTl': _ c{ . ~ MT/~I 1 ~ .k • ,.0 / ' ~J?
9. INSTALL TEMPORARY SEEDING AS NEEDED THROUGHOUT THE 21. 1 ~ .l. 62 6 ~ ~ • a 20 DRAINAGE b A y , , RAINAGE ~ ~ 'r RNO. DATE REVISIONS BY
CONSTRUCTION PROJECT. 9 1.00 ~ , 12 ~ , 9 5.94 ~ T 8 EASEM EN 1 CEMENT r ~ , xy1° 1. r i '~/rt } J . x1`4
10. INSTALL WATER MAINS AND SEPTIC FORCE MAINS FOR LOTS WITH ~ .
p OFF-SITE SEPTIC SYSTEMS. J,~ ;~.•s• J 5,24 ~ ~y k~. 2 . . . , ,f r / k . ~~I~~la ~ 0.14 ~ y .k J 'ter 1 ` „ r+ '`+r / / ,f ~~*.f..~ - ~ THE
11. BEGIN CONSTRUCTION OF ROADWAYS, INCLUDING THE PLACEMENT OF AGGREGATE BASE COURSE. ~ ~ ~ LF 12 ~t y 5t~ ' I~ 41'' ~ ~1 f , I RCP i
12. COMPLETE COMSTRUCTION OF ROADWAYS, INCLUDING PLACEMENT OF ~I t , 7 1 r ~ .M ~ a~ 1 FR 0. 0 g , RIPARIAN E ~ ~ • U ~/J '
ASPHALT F tk• 0., ~ r + i ~ BUFFER 3.50 . ~f EAST / ~ ~•~J'~
13. INSTALL LANDSCAPING AND MULCH AND SEED ALL ~ 17 11 `J ;r~' k'Y E ,i FJ' 1, l ! '4r ~ ! ~I 18 RCP
DISTURBED AREAS. ANY SLOPES LEFT EXPOSED WILL, k : W F /~j• yr` ~ A x. ~ ~til~ i ~-i ~~~J~ GROUP P.A. . ~
WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE t k 1' b~ ~ / EDGE OF
OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR ~ STRUCTURES SUFFICfENT TO RESTRAIN EROSION. q ' • + ~ 1 ~ COASTAL ~ ¦E~cgi~,eering¦Architecture¦Surveying•Technology MARSH Suite 205, 145 N. Church St., Spartanburg. SC 29303 864-591-333, 864-591-3343 (Fax)
! . . • ~ _ r? ~ E~ 'c ALA. ~ ~ X~~ ~ i ` ''r Yl •r ff 7f ti_~ ~ ~ ~ 9 y r ~ - 3.2 3 ~ . Box 7305, 324 S. Evons St, Greenville, NC 27834 252-758-3746, 252-830-3954 Fox
~ 14. UPON SITE STABILIZATION AND INSTALLAl10N OF ALL j 1 .r{. ~ ~ a ~ ~.k~ • 1 ~ r k •Y ti '1't1 ~ Q _ .k ~ { ~ ~ 6 • ~ x ~ PROJECT TITLE
PERMANENT EROSION CONTROL DEVICES, REMOVE ALL t 1 ~ ~ 9 ~ 1. I . r ,,•y Q V t 1 ~ ~ x r- r a. EW B A AMP \ ~ , X55 96 C
TEMPORARY EROSION CONTROL MEASURES. ~ G ~ x . ~ ~ ~ 9 • k n'1 - 2,f 1 ? / L) , . v . ~ y. 1 • • • n . ~ • 'V \
b~ ~ J O • ' S• 0. ~ 1• WETLANDS • • WI N FI ELD ESTATES
j ~ l 1 ~ • 1. l`. h 1 1 .R~~ ~J , ~ ~ • ~ ~ . • f X ~.4 'j`` l r ` x ~.'~J.1J ` r r .,y ~ •
MAINTENANCE PLAN: r r ~ • .r 1 ,,s : ( ~ • k (-1;;.17 N ~ , ~ o , . •
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE .f~+ i k- ~ o • . 4 Bath Townshi Beaufort Count , NC
CHECKED FOR STABILITY AND SEPERATION FOLLOWING EVERY 1 ~f .f. • 00 a ~ ~ ~Ra,wiNC ~tnF
RUN-OFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN ~ ~ . . /1 ~ • ' ILA h 77.91 S
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 0 1, , ~ N L70 ~ 0
'9 ~ r_',~ , 6 S . .1 B
B 2. SEDIMENT WILL ~E REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FT DEEP AT THE FENCE. THE 3 Erosion and Sedimentation
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO GPS CQNTR{ N = 6451 F lNT - 8 SPIKE ~ ~ 4 ONTROL 0 . C . 30 AREA . x I-;s.~ . 9 1 305 FT. GRID 451 6. 3 6 OF CONCERN TYP.
MAINTAIN A BARRIER. = 2 681 9 E .2 S 4 FT. GRID 2 681 919. 62 C R E E K Control PI an
3. EROSION CONTROL MATTING SHALL BE MAINTAINED UNTIL ALL ELEV. = 4, ~ '~s ~4~A. = 4 NAVD 1988 V. .83
WORK IS COMPLETE. AREAS SHALL BE RESEEDED AND SCALE U~'PARIMENT
AND MATTING SHALL E3E REPLACED AS NEEDED. AS NOTED CIVIL
4. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT WALL BE x DRAWN BY DATE STARTED SHEET No. SL.J 3/27/06 2 OF 14
INSPECTED PERIODICALLY. WHEN MUD BEGINS TO BUILD-UP, THE ENTRANCE WILL BE BLADED OFF REMOVING THE MUD. ~r~ CHECKED DRAWING N0.
A 5. ALL SEEDED AREAS WILL BE FERTILIZED, RE-SEEDED AS ~r~ A APPROVED
NECESSARY AND MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. » ~ » PROJECT N0.
20050327
15 14 13 12 I THIS DRAWING IS THE PROPlRTY OF THE ST GROUP, P.A. ANY USE, REUSE, REPRODUCTION, DISPLAY OR SALE OF THIS DRAWING WITHOUT WR! CONSENT ~ CONSENT OF EAST GROUP, P.A. iS SlRICTIY PROHI817ID. (COPYRI 1HE EAST GROUP. P.A. 2006 } 2
x
I

15 14 13 12 i1 10 9 g 9 x
7 6 5 ~ 4 3 2 1
.:p .
8'-0" MAX. WIDTH VARIES 4xD <~R 1 FlNISkm SUBGRADE <~R 10' MIN.) Q~~ - • ' ' • ~i
STEEL "T" POST ~ I ~O OFFS S/ • ''y ,
P N07E: CONTRACTOR SHALL INSTALL ' r; -
EROSION CONTROL MATTING ON ALL DITCH SLOPES 3:1 OR P - ~ 22 _
MIN. 10 GA. WIRE GREATER AND ALL DRY POND FINISH GRADE SLOPE ~
o I 3,~ SLOPES. oQ~ .y ~NGI ~lE~Q; NOTE; ~~i~Ff IF S~i~~.~~~~0~
~ -III- ~SipF ~ S~ ' I I-I 1I- .
l f _I I CAF S~ ~\O ' IF FLARED END SECTION ~y°~~
II - - ~ N DITCH IS DISCHARGING INT? DITCH FR?M THE SIDE,
II = Q I I-I 1I- ECESSARY FOR ~ ~ ~ EXTEND RIP RAP UP DITCH
N CONSIRUC710N I BANK ~N ?FF-SIDE A MINIMUM ~F 4 FEET,
Q 2' BOTTOM
~OP~ i ~
' FRONT VIEW FlNAL BACKFlLL ~NDIS7UR8m SOIL i COMPACT TO 95T. SLOPE ~
DITCH SECTION STANDARD PROCTOR \ PAN
I rN STEEL "T" POST ~ TOP OF BANK
WIRE MESH FENCE WIDTH VARIES ~ I
/ I ~ CRIMP RING CONNECTOR INITIAL BApCFlLL
SYNTHETIC WOVEN CL (IMPACT TO 959 \ STANDARD PROCTOR ~
Q~ ~P ~ o 0 FILTER FABRIC 0 0 #57 WASHED FILL SLOPE FINISH GRADE ADE
M N 'ro i~ 1 STONE ~ ~ I I I ~ ~ ~ I I I ~ I I ~ I i ~I Si ~ SIpE' SLOAF ( 5:~ S~~E S~op~ 'I I I ~ ~ ~ I I I- A ~ 4' MIN. UP EACH SIDE SLOPE
N 6' MIN. ~ ~ i ~ ~ I I
#57 WASHED ~I d ~ ~ GROUND LINE ~ ~-I ~ NoTE: • ~ N °o
STONE ? ~ SLOPES 4:1 OR LESS SHALL BE SEEDED ACCORDING THE SYNTHETIC FILTER FABRIC co
~ ~ CONSTRUCTION ENTRANCE DETAIL 2 SILT FE M SPECIFICATION AS DETERMINED o.°. °F LINER, MIRAFI 10~X OR PIPE
BY TIME OF YEAR.. ~Y ~2" MAXIMUM SIDE EQUAL CLEARANCE N.C.D.O.T. d50 STONE SIZE OF 8°
TO ANCHOR BOTTOM DcIG IIN' 6" DOWN & SWALE SECTION SECTION MAXIMUM SIZE OF 12"
SIDE VIEW Vn Ov~ ~5 WASHED STONE
i
T FENCE DETAIL 3 TYPICAL DITCH/SWALE SECTIONS i i
CH N.T.S. C$ N.T.S. s. G`8 N.T.S. 4 STORM DRAIN TRENCH DETAIL 5 RIP' RA CS N.T.S. CS RAP DETAIL
N.T.S.I s.I
SEE SHEET CO & C1. ENGINEER MAY REQUIRE I M
ADDRIONAL SILL FENCE AS DICTATED BY SITE
CONDf~IONS DURING CONSTRUCTION.
i i
I
L
i i
PLACE RIP RAP UP TOP OF WEIR
UPSTREAM END TRENCH OF STORM DRAIN SIDES OF DITCH 18~ TOP OF WEIR MIN PLACE RIPRAP UP ~
OVERFLOW 12" MIN. Ij' SIDES OF DITCH ~ I
~ • i FREEBOARD Q ~ ~ ~Q ~ ~
'i o~ ~ i'
i '~1= Q W _'~i•
s z ~ I
K • =.e ~ . DIAMETER. rig itrt i i i
~ / 2' MIN. \ ~ ~ DITCH SLOPE FABRIC ~ ~ ~ K
2' BITUMINOUS ~ a ~ DITCH SLOPE 6" 1'-6" 6" 1'-6"
. . • FLOW ELEVATION CONCRETE (ASPHALT) 'HALT) ELEVATION i ~2„R /2"R 3"R.
1' 2' 1 /2"R.
TOP OF BANK BEYOND lEYOND MIN MIN. ~ TOP OF WEIR 3"R.
TOP OF BANK BEYOND TOP OF WEIR 1~'~'~ 1.• ~ _ .•.p•.•:. _ ~
-J 3/4" EXTERIOR PLYWOOD #5 WASHED STON BURY BOTTOM 3/4" EXTERIOR PLYWOOD FLOW ONE ~ ~ (MAX.) ~ ~ ~ Q V W V W W N -
.P ~ ~ aD~ ~4p ~ ~ l~ 8" COMPACTED ABC ABC .4~:.~..•: , . ~ ~•.•~000 PSIS ; 4:~. ~:Q i ~ CONC '<7.'.'~.'.'.': ~ .~~~~.~-3000 PSI U...~ CONC ~~.~eJ.'.Q.C ~n
d50 STONE SIZE OF 8 , MAXIMUM SIZE OF 12" 4 Q ~ ~ 4~ D
~ OF PLYWOOD m 2 2
FRONT VIEW ECT 0 _ ~MI FLOW ~ ~ ~ ~ d50 STONE SIZE OF 8", I 2~-~„ G'_On J
. ~ ~ j ~ ~ COMPACTED 8~ ,~\~~\~\~i\~~~ SUBGRADE MAXIMUM SIZE OF 12" STAND~IRD CURB & GUTTER SPILL OFF CURB & GUTTER
CROSS SECTION CROSS SECTION
MIN. MIN. ~~i\~ r~~ ~\~r\~i\~\ NOTE„ FlLTER USE STANDARD TYP FABRIC UNLESS Ol'HERWISE .RD TYPE" C&G
SEC110N :RWISE NOTED ON
SECTION PLANS.
PLYWOOD INLET PROTECTION FOR
6 STORM DRAIN UNDER CONSTRUCTION
7 ROCK SILT CHECK DAM ~ ~ TYPICAL PAVEMEI~T SECTION $ CHECK DAM 9 TYPICAL CURB & G C`$ N.T.S. G`8 N.T.S. (SPILL & ,STANDA & GUTTER DETAIL
H G`8 N.T.S. G G`$ N.T.S. G`8 N.T.S. t,STANDARD) H
NOTES:
1. PAVEMENT ON NON-STATE ROADS
SHALL BE REPAIRED. WITHIN A MAXIMUM OF THREE (3) DAYS FROM
THE DATE THE CUT WAS MADE. G
18» u~nu-nr uNE
(DIAMETER VARIES)
C
CLASS B CONCRETE OR COMPACTED CLAY 12" 12" E 12" ~ 12"
B
TOP CMP MIN. 6~ E H ~6"
~Zw CMP f1~.rU WIDTH VARIES
F W/ ROWABLE FlLL NOTE: wiDTH
(LENGTH=LEVEL SPACE AN11-SEEP COLLARS j F
SPREADER WIDTH) ~ SPREADER ~ 150' O.C. THROUGH WETLANDS TION A I I
OR AS SHOWN ON PLANS FlNISH GRADE
~ BOTTOM OF BASIN 1.0' MIN. DEPTH - 12" CMP FlLLED
0.3~ W PLOWABLE FlLL i •lLL ~I S ~ S\0~ S
SWALE ~ j CLASS B CONCRETE . PRIVATE ~ PRIVATE ASPHALT -I I /BFI S~ pA CONCRETE DRIVE UNPAVED ROADS PAVED DRIVE S F S ~~~'FMgk 21~il~~li
SWALE I X ~ ~ X ~ X INV.= S ~ ~ LEVEL SPREADER WID1H SWALE ~ OR COMPACTED CLAY, MIN. SLOPE MATTING PER SPECIFICATIONS
~ ~ I 3' BELOW ~ ~ (SEE PLANS) 1 ~ 0.3~ I I~~~-
TOP CMP MIN MIN ~l ~ ~ N A. AREA TO BE TAMPED. -III-
E TOP OF BANK - - RIP RAP i i B. 6° OF CRUSHED STONE.
RIP RAP BASIN X57 BEDDING 12' MIN. DEEP G 2" BITUMINOUS CONCRETE SURFACE COURSE E
BASfN _ _ SEED MATTING ' X 36" WIDE S-9.5B 2' eorroM C 03/08/07 ADDED DETAILS EHA
t/2 WIDTH LENGIH=WID1H E TOP CMP= EC FABRIC LINING 6^ 6" D. 8" CRUSHED STONE.
B 10/25/06 ADDED LEVEL SPREADER BWW
SWALE INV. PAN TI E. NEW CONCRETE 2" THICKER THAN EXISTING CONCRETE, BUT NOT LESS THAN 6 INCHES THICK.
SEC ON T~ PLAN A 6/19/06 ISSUE FOR REVIEW BPB
ocv
NUIt: 5tt VtNtKAL NOItS FOR GRAVEL DRIVES. ' ENO. DATE REVISIONS BY
~ LEVEL SPREADER DETAIL ~ 2 PAVEMENT REPLACEMENT '13
11 ANTI-SEEP COLLAR G`$ N.T.S. ~ 3 TYPICAL DITCH REPAIR SECTION o THE
CH N.T.S. CH N.T.S. CS cs N.T.s. EA T
S
GROUP P.A.
¦Engineering ¦Archtitecture ¦ Surveying ¦Technology
WIDTH OF DISTRUBANCE LIMITED TO 15' Suite 205, 145 N. Chwch S~, Sportanburg, SC 29303 864-591-3334, 864-591-3343 (fax) Box 7305, 324 S. Evons S_, Greenvlle, NC 27834 252-758-3746, 252-830-3954 Fox
ALONG WATER MAIN PROJECT 71TLE
C
o~ \,~i~~~.
FILTER FABRIC TO ~ ~ WI N FI ELD ESTATES
NOTES: BE KEYED INTO o ~ ~'9~-
LOCATION OF WATER MAIN WILL VARY FROM 5' OFF EDGE OF TOP OF SLOPE
PAVEMENT TO 5' WiTl~ilN RIGHT OF WAY. THE WIDTH OF (3' MIN.) `~g~gj ~Q 18" MIN. OF Bath Townshi Beaufort Count , NC
DISTURBANCE SHALL BE LIMITED TO 15' WIDE AND WITHIN THE ~o o CLASS "B" RIP RAP DRAWING TITLE
RIGHT OF WAY. SMOOTH FOUNDATION
B UNDER FILTER FABRIC $Q~ ~ ` ~ ~ Grading, Drainage, Erosion
cpo0 B
MIN. ~c Sedimentation Control
and Pavement Details
oCX~~~~~~U \ ~ N Z N g \ 3_ SCALE DEPARTMENT
AS NOTED CIVIL
~ DRAWN BY DATE STAR'iED SHEET Na
~,~j~~~ //i, //i, r BPB 3/27/06 9 OF 14 z
CHECKED DRAWING N0.
A
A APPROVED
14 DISTURBANCE LIMITS G`$ N.T.S. 15 BANK STABILIZATION
G'8 N.T.S. PROJECT N0. r
20050327
15 14 13 12 11 10 9 8 7 THIS DRANANG IS THE PROPERTY OF THE GROUP, P.A. ANY USE, REUSE, REPRODUC110N, DISPLAY OR SALE OF 7HI5 DRANANG W17HOUT WRITTEN CONSENT O 7 6 5 4 3 CONSENT OF EAST GROUP, P.A IS STRICTLY PROHIBITED. (COPYRI ,THE EAST GROUP. P.A. 2006 )
x 2 ~