20070501 Ver 1_Site Plan_20070322

- -
WIDTH VARIES 8" MAX. WI'M WIRE
6' MAX. WITHOUT WIRE 8"X8 TREATED POST fog'1.,
. • • ? EXISTING GRADE EXISTING GRADE NG GRADE MIDDLE AND VERTI WIRES P Ry~g P R lak
. • DEPTH VARIE5 iii I I~ITi=1(~~ I I SHALL BE 12 1 f 2 GAGE MINIMUM - 12" -III-'' EIP EXISTING IRON PIPE ~ FiOFF
} . ' SEE PLAN 3: ;1-T- " RfW =RIGHT-OF-WAY 24 4 BAR
• • a 5:1 5:1 5:1 ~ " O.C. FOC =FIBER OPTIC CABLE PP =POWER POLE
• • • o o • o e FLOW SPREADER EPKN =EXISTING PARKER KALON NAIL TOP AND BOTTOM STRAND SITE
o • a ? a o ? ? • RCP =REINFORCED CONCRETE PIPE SMALL BE 10 GAGE MINIMUM
~ V~I'11~ PT =POINT OF TANGENCY PC -POINT OF CURVATURE
IP PCC =POINT OF COMPOUND CURVATURE GW =GUY WIRE
CHAR LES E. SLAD E ' , ~.5 DB 1005, PG 719 GV =GATE VALVE WIRE FILTER FABRIC h
Q"
C,, ,9 EIP g'~ 9 V r x3.a = 404 WETLANDS
? $ R F A x~
~ `r.. / ~
Q~ ~ 4 . i ~ ~ x2s 1 ~ 3d ~ COASTAL MARSH 2Ca
o • e • ? a • • • • • o • • • • _ r ~ ~ 'S ~ FILTER FABRIC 15 "
r / I 1,949 S.F. ~ ~ .o NOTES: 3 -0 WIRE SHALL BE A MINIMUM OF 32" COMPACTED FILL
N ? ~ 50' TAR PAMUCO ~ ~ ~ J ~ RIPAR BUFFER ~ ` \ s.s 14 ,,,,r IN WIDTH AND SHALL HAVE A MINIMUM x5.9 ~ 3 OF 6 LINE WIRES WITH 12 STAY
45 4.4 aY~ ~ ~ x Q ~ 1 /y. 5.7 END ~ - a 1 'I Z FILTER FABRIC SHALL BE A MINIMUM I " 2' MIN. .a xs.s A ~~nn OF 36 IN WIDTH AND SHALL BE " VICINITY MAP
~ ~ ~ ~ / I ~ 1 ~ 2g / ~ 1 ,p 4 , AUV~ 4 ND 1 11 FASTENED ADEQUATELY TO THE WIRE AS ~ y ~ DIRECTED BY THE ENGINEER.
~ ~ ~ TAR PAMUC ~ ~ / 27371 S , / v / ~ i ARIA BUFFE ILIC ~ s.a - ~ STEEL POST SHALL BE " ~ D DB 813, PG 876 5 0 IN ~ S .4 HEIGHT AND BE OF THE SELF-'FASTENER EXTENSION OF FABRIC AND
~ ~ 6b" ~ x7 00 0 " ANGLE STEEL TYPE. I 7,4 0 ~ WIRE INTO FABRIC ~ ~
9 _ C. / / ~ t i ~ / / I , : d V ~ l 6X6 OCKING x ' `~a OC? ~ ~ v / . 1 1 a~ i / ~ ~ ~42, , \ x6.4 s9 r
1 ,ay, HYDRA TEE u? ~ ~ r~r ~ ~q~ ~ 6 GV ,~5 ~ ~ l 7. lore 8 1' 4 .0 x7.2 EPKN LOCATED AT CL INTERSECTION OF
s - ti~ ~ / aw / 6 PLUG Z$ » ~ _ a I 4 p ~ ~ ~ S LT FENC ~ DETAIL 770 NC HW 99 & NCSR 1770
25,496 5.F. ~ N ~ r,,. ~ I ~ 6 60 IP-DI R W PUBLIC 1 7 ST UBLIC)
~ ~ v ,,w ay, ~ ~ ~ . \ x5,7 .a y 7, WOOD W E 5 ~ / x L FENC ~
1 _ , r ~ ~ i 1 .A.A„/t ~ t 1.,,, 4.3 ~ \ / ~ \ \ I C ~ EIP - _ `~s x ~ Q EIP
L i / ~ x 6 \ ~ ~ a.7 3 h 3 xs.o COMMON AREA - - ~ / 1 x d
~ ~ I NORMAL HIGH WATER LINE ~ ~ Z7 15 LEVEL p 1 ` I IS PROPERTY LINE ~ x 4.a x i A /MO ~ N; r~ 0 N
» I ~-r w. „aY, ~ 62,081 S.F. 4 C 3 ~ EX. x ~ _ ~ ~ ~J
,J~.,A„Jl, » ~ x4.9 \ _x5.0 / CHAINLINK .a r ~f _x5:9 _ ~ FENCE _ ~ n N c1~ w bN N tS3 C7
~ ~ n ~ / . 1 x C / 4$,g , ~ ~h / 5X6 CLASS B ~ - to W
~ ~4 / ~ ~ ti SP E 1~ » z. ~ . ~ ~ ti F` N ~BIF CP ' 2 STONE APRON m N " _ s; s _ N \ UM woOD~D ~ ~ 4 DEPTH ~ 22 ~ x7. wO C7r q N C R ~
f x / 0 ~ 0 xis i ~ ~s; N ` 5 ~ s /2- I 6. _ qDS C _ 2 C R TONS x Ci t~.,` s. s 1 .6 x5.5 _ x5 ~ 6 W !n 6. 6669
.7 1 x5 ~ ~ , ~ / 5 . as ~ x5'7 ``.«r.. _ 5 ~ g 5.2 •2 6 6 ~ x5• 5 _ _ waoD D . " 7 / x G 3X1 CLASS B 1 CQ CLR 5.2 8 6 6.96
~ i ~ x ~ ~ ~ ~iYiNV.2.oz x~ N J a. • STONE APRON Crjp / ` ~ PROPOSED MITIGATION - ~ ...,,,.t 0 DEPTH - 22 4.s ~til CLR S 66'0,0'09" E m / y 30.57
9x4,638 .F. ~ _ I ~ ~ ALA a v i 25 INV. ~ x5.2 ~ ~ s.z U AREA - .38 ACRES \ x ~ la 7 1 TON s. / " ~ ~ 4. .a.
l ~ I 30,758 5•F• ~ x4.s f 40LF 18 RCP , Clq ~ - ~ EIP DIST • w 2-FES x~ ~ x5.4 DIET P BPI NCN MpARK o
' PT a ~ ~ INV. . 1 ~ ,1`,1~J~, SO TAR PAMLICO ~ f / s.o ,r'' 40LF 18 RCP_ '1 .1 OS o ~ 6•Q ~ r • " CLD4. 3. 74 6 ELEV.=6.61 G7
~ / RIPAR BUFFER r • ~ ~ ~ ~ 15 L ~ REFER TO D ~ ~ ; PR ETNL OF lrES .a Q 5 X CLASS B \ PP 3. / x5 xs,t INV. 3,29 6 ~ STO E APRON s ~ LD 3 064 6.81 (NGVD 1929) N 1 45x50' TEMPORARY L4
ING =;15 LEVEL s ~ • / ~ ~,1 .493 S•F, ROAD CROSSING 5CfE ~1 r 5,~ ~ HYD ! REA ER ~ x L . » P ~ 15 L / / I 6» GV ~ SP ER ~ A~R s.2 d EPTH - 22 ~ 5 x5.4 ,2 ~ 4. DIT ' E TONS .s 4. • CF{ ~ a pg GRAVS EENTRANCE/EXIT ON
I x 6 PLUG ~ 'r / xs.a 6°~ it - ~ 6.4 ~ • . 1 INV. x x6.1 ~ ~ ~ 0 (1 FES o x V 4. ~ 5.5 1 INV.~3. ° o INV. 2.74
i _ • ~ INV. 3.05 xS,B x x6.0 x5~ " _ 1~" ~ 7, i x 40LF 15 R P s W/2-FES ~j~' 15" RCP .6 s. 80LF 15" RCP
4 ~ ~ 100LF SWALE ® / I ~ x3, ~ 26,730 S.F. IN 2,6 0.679b W 5:1 ~ c ~ C W x6.2 5 OODSUN 6.2 n, E x INV. 2.6 .=2.78 W/2-FES S 11.08'59" W
~ SIDE SL PES / d r ~,4 4 \ 0 -SITE NiTRiFICATI ~ ~ ~ ~ ~ P \ a~ ~ 1A U Q r INV. 2.56 In. ao 4 201.31'
r 1, • . 10, ~ FIELD EASEMENTS J x5~ , 5 ,~55 ~ 5 s ~ ~ 30,740 S.F. s.3 ~ d/C Ra ~ .86 ~ x 400.p0 7 o ~ CUT-IN 6"X6" TEE 3-6" GV
1 13A 2 ~ 2 0 / ~ ~ ~ ` ~ 1 x5 5.8 / I 2 SWALE ~ x ad L.....
23 5 , / ~ R 30 34 631 S•F• o ~ .s 6 x5 ~ 40,605 S.F. ~ 3X1' CLASS "B" J ~ ~ 0~' ~W 5:1 s ID SL PES ^ _ OFF-S ITRI 4.s NV• R= I2.42 i 3'X1' CLASS "B"
STONE APRON ~ t, ~ CfE N FlCATION x CpN 30 « " W ED x ~(ELD EASEMENT U/~ Msl 7 5.&' ~ x • 1i / 6X6 LOCKING I RCN STONE APRON DEPTH = 22"
u~ ~ `~5 X DEPTH = 22 6 ~ BEND .3 1 TON 2 / x6 HYDRANT TEE / '`1 ~M " " / x5.3 1 / a 6"X6 LOCKING ~ . ~ ~ 6 ~ o, : W ~ HYDRANT TEE - x ' a. .2o s. 1 TON
I.~ 0 1 ~ yy 2_ 4.s 6X7 CLA55 B " a ~ ~ " 4.5 B 7 o ~S 200LF SWALE 6 GV a.7 x INV.~1.+ 4. 220 s z6 OVERHEAD INV X1.88 f UTILITIE(TYP.)
.JJ~..A. ~ 5 ~ x . / ONE APRON INV. ,8 » / DEPTH ~ 22» >N X x ~ f p. Ox W :1 r s.2 ~ 2 RAINAGE 4• " t' .5 ~ 5 .2 / DRAT E x ~ a. 2 BSI E SL PES EME INS 2,5q E ENT 5s~ ~E 56 43
~ 6X6 E x4.7 4 TONS » / / ~ ~ 2-6 ~ r` `''s , ~ ~ ' r4. ~ I 3 5" RCP CLR C l? ~ .5 6 4.6 CLR EP 4.6 INV. 1.32 S 10'53'05" W
50 TAR PAMUCO ~ Q~ x5 ~ i ~ .•r 60,738 S.F 3p RIPARIA BUFFER I » ~ 1 / 2 5.7 J i 4gLF 18 6 ;a / x5.$ x5 I"` 'e,_ x6.1 / r 5 5 ~ 1 INV.= ~ . 4 Y'1 262.51
x ~ ~ ~ ~ < ~ w 2-FES o• N ~ 'e 5 37 0 .F. ~ C INV. 2.76 ~ y \ 4 ~ r \ .Q ~ ( ~ ~ / 5 .1 i 6,3 x ~ x •o r3 INV 3.00 6 CLR _
x u R "e. ~ 4 ~ x t / / ~ 5 ALE / i 61 / ~4 4 / ~ INV. 2.50 x5.3 ~ ~ 150LF SWALE 3. a 811R X03 p
.:3 - ~ ~ ~ ~ x6.4 N ,a ~ l •3 a x6.1 x5.4 0.2096 W 5:1 L ~ ~ SIDE SL PES ~ I ~ ~ _ / 1 3. p EX. 6" PVC WATERLINE 1 L
2 / ~1 C ~ ? ~ ' 4 ~ O ~ ~ ~ ~ INV. 2.20 ~ ~ WOODED ~ z c ~ ~ I x3 a
~ 19 00 50,77 .F 5.s < o r ~ ~ 4.9 TEMPORARY ~ ~ x SEDIMENT DAM ~ ~ 1 0J cv) m
s.o ~ \ 9 ~ TYP 2 ~ x 1 / ~
.A.Jl.J1. \ \ 3 1 x ! 6,3 Laic ' Xt. ~ x r! I w 131,380 .F. , ~ f ~ ~ 4 t 4,6 WOODED ~ 1 ,441 5. , ~ ~ z x ~ ~ O 96 4 8 .tr ~ 66 ~ .2 ~ I ~ ~ x ~ c ~ 2. 66 ~j x 4
/ ~1 , I' ~ t, S.z ; r o D NAGE 58 1 x ~ , 1 _ s 1 FES EME 3 6.~1 \ / 94,782 S.F. 4.3 / ~ ~ ~ qx5. 2.31 \ ' ~ / x T~ r ~'l x4.6 , .'`4 3 2. 2.31 .31
a~ 1 INV. 2.52 x . ~ ~ x ~ , ~ ~ a / 50 TAR PAMLICO ~ x .1 x 99 927 S.F. ~ x RIPARIA BUFFER 0 ; ~ ' f 1 5x6.4 CLR
x5 I / ~ ~ ~ I ~ / P x 1 ~ ~ / ~ .64 s.t s 11 5 a. / 4 / 64 U °
1 1 x s 1 ~ 200LF 5WALE ~ .~.1~.~. ~ ~ 1 0.209: W 5:1 x ' Q x~, x ~ ~ w / 4.9 ~ ' / ~ x / Z s.t ~ ~ 5 79 995 S.F, 108192 S.F, x3.3 r Z o t.Ca
~ ` ~ ' 1+~ ~ ) SIDE SL PE5 ~ / ~ x 90,514 5.F. / \ J 1 .D r 5.s ~ ~ r ?4,398 5. ~ \ 122,723 S.F. © 3 x z 4. x gg
s S ` r ~7 41 ~.F. l 4., 14 / ~ ~ c i i ~ / .2 S 10'20'13" W
~ / / / / /'rte u"~ ~ ~ 76.73 5.F• / ,ay, / i ~ / 12 ~ x`~5 ~ .0 8 193.94'
/ \ 13 13 ~ ~ ~ x3 ~ 3. TpB EP TOB x3 5 ,67 ~ 59,205 s.F. ~ ~ 8 i - x EP PP EP 7
J~1t..~. ~ a~. s ~ _ ~ ~ ~ /.r 50,346 S•F. (1~ TEMPORARY x4.9 , 4. ~ 2. {.5 D,346 S.F. \ ar.. .3 x 9 :r ~~fl BDB 50 TAR PAM CO ~ ,~i 1 .3 BOD 1 ` 4 69,014 S.P~ _ ~ ~
~}(i / ~ SEDIMENT DAM ~ ~ / trn') RIPARIA BU R I - ~ ~ e ~ ~ ~ ~ T \ ! ~ ~ ~ _ - _ a x5.7 x4.6 / , I 1.1 .3 .1
3/ a, ~ I ~ / ~ I ~ 4 w I *~Y~ 8 .Jl..~l.i~,: 2.1 5. x 6. I ~ , ~1h 808.. pp 0 L 1 ~ I \ x g 5. .3 6. 6 GMLR
~ . I ~ / , ~ - INV. 2AO -5 ~ ~ ~ w / 1.9 I .1 I , 0 alb x ,y(. . BOB 0.5 p \ ~ ~ 1.1 , 9 1 ay. ~ 3 p B08 I S 1,T07'1 3" W 1 1 97.36
J 1x3• x4.7 1 ~ _ TB LR ~ ~ll~ 2.12 a \ ~ ,M~, o x I TB 2X12 EP
D ( ~ ~ 75 273 , . 1 1 ~ ( ( c, 1 M~.. 1 .y~ x1 / 87,494 S.F. ~ ~ ~ I ~ ~ ~ .a1b I TO T .a x .1 g 2.6 T 4EP 6.51
.5 ' x5 / l ~ 48 007 S.F. / 1: ~ • . ar, 3 ~ .9 .3 •~b ~ (l8 0. CLR alb ~ ' _ ,il,~.J~; 2x,4 ~ I ~ _ . ~ °CLR ~x'4 E6°
~ ~r. ~ ~ \ ~ 1 ~ ~ s r albb ~ POND s.2 /i / xs. ~ ~ x Gr3 .2 S 17'27'4 " W
~ ~ ~ 1 ~ ~ . ~ I 1 ~ ~ I ~ ! m ~ r, 2 ~ ~ \I . ~U. JVi L ,OB EP •1 I 93.12 EP
I.- 7;~ - V EP T C LR BENCHMARK C~ EPS+
41 V J/-* ( yl, yl, 15 PINE . , N _ ens E 29 6.5 pp 0 E .2s s 6.51
WIDTH VARIES SILT FENCE ~ SEE DETAIL cvb z ,ELEV.-4.47 C? ,y~~. 7 s.47 >B 41 NGVD 1929 r2 a>V o a L 0 s.47
O~ EXISTING GRADE ,414- 14- aY JY/ -22 2 ~y, ~ 2 X08 08 \ A 71:J~ 14. 3CLR 2.53 6 Q ` NORMAL HIGH WATER LINE ETLANDS LINE aaa 4• X 3CLR 2.53 S 21'25'37 W
1 r V 3.7 a. A~„/~, IS PROPERTY LINE 9 ! a>V <i. 1 Rxs. 3 4' 27 rna r 0 4 0 EP aY• . P .7 4. RA 3 ` 96.39' 4
.41 Ilk 4, 2 .40 EP
47 3L- 5~ _Z EXISTING WETLAND a>L 1
W p a>L a1C~ 0 2 5 P / 0 2 5
NVRAND SECTION uz .w~ CL p51 \ ~1f, G'l`R z~51 ~ , E CLR S 2524'10" W
c Z4 41 ,yli 2 CLR S / -41 6,Q9 61 C s09 109.79' 61
,.~i ati x2•q~p aY. E 2. 9 C~ gg1 3 2. 9
too' so' o ioo' 200. 300• 5.30 EI' 5 0 E~31
.J~J~.J~, aY• w 3W CLR
crurwc scuF: 1' - too' 2.47 0' GMC"o 0' 10, M3 AIMMLT 4e 48 R 2.48 PP
REVISED: 11/16/06 (WATERLINE)(VH) M~ REVISED: 12/06/06 (DEED BOOK AND CONS. LIMITS)(DS) Ile m POC? Ile m Fm EP \ 6.0 %NAM -V CLL t pp
REVISED: 12/11/06 (LEVEL SPREADERS)(DS) 4. 15 2x47 ,43 1M" ArNaotl Cb»onb Plpr NoAN tel 1C EP ppEP ~15 43 s 28'34'17$* w
SHEET 1 OF 1 R~ PARCEL #07-016869 r 001,1-1,4 51.48
ROAD CROSSING PERMIT PIN #6694-10-7722 5 ,
5 S 32'14r, CL' 2.48 EP 99'9 ts 3714'24" W 99.91
60 J~,k 5~ ACIUATIC LIFE PASSAGE B
DITCH SHOULDER PAVEMENT SHOULDER DITCH SECTION ~ Ep ,79 xZ
60r R/W ~ CLR 2.04 EP
REFERENCE: DEED BOOK 1541, PAGES 735 & 739 . p M F*ppf I FT, ~ pIER IXISiIN FOOTI EXISTING GRADE (NOT TO SCALE) S 35'09'33" 29. S 35'09'33" W
OF THE BEAUFORT COUNTY REGISTRY ~ / ti , 4 72.32' CLR E.P02 PROPOSED 60' R ROAD 72.32'
k1 CABCJ I 1 1/2' 5-9.58 rK• N 32'33'15" W 9 911
BATH TOWNSHIP, BEAUFORT COUNTY, N.C. 32.42r FOC
18" Reinforced Concrete Pi ~
OWNER: BDG STILLWATER ASSOCIATES LLC TYPICAL STREET SECTION m CURRENT GRADE
ADDRESS: 7000 SIX FORKS ROAD, SUITE 115 N.T.S. 20% OF DIAMETER OF PIPE 2, .91 « TO BE BEDDED TO ALLOW NCGS B165
RALEIGH, NC 27615 FOR A UA11C LIFE PASSAGE 5 E CCLLR2 FOC ELEV.-5.88 5.7 x EP4
PHONE: [phone] BEFORE YOU DIG..... 1. 1 CL . 4
Nod[ Cool we 0+9-C'all Ccw49N (..e. Native Soil
B Baldwin and ASSOCIATES DESIGNED: MWB APPROVED: MWB/JSJ ~ Call 48 Hours Before You Dig! lit /T~ AND 'LANNING DRAWN: CCB/JJ8 DATE: 10/25/06 Ig!
ENGINEERING, tnrm suxvEtn~tG 1-800-632-4949
1015 CONFERENCE DRIVE A UA TIC UjW PASSAGE
A (252) RENVILLE NC. 27858 756-1390 CHECKED: MWB SCALE: 1" = 100' END EW (NOT TO SCALE)
FB 386, PG 56 CAD FILE: 06-015\06-015 STILLWATER COMPOSITE.DWG FILE X06-015 C&G FILE: 06-015