20021863 Ver 1_MAPS_20020122

~ - ~ ~
> ~ ~ ~ 'il~ a 1' ~
w EDGE ~ - . 1'~~ ; ~ ~ ~ 15.0 CORE ~ FINAL ALIGNMENT OF RIP RAP SHALL BE
! s 0 REEK ~ . COORDINATED WITH NC DIVISION OF COASTAL
I I J ~ I Y 1 ~I - ~ I V MANAGEMENT PRIOR TO PLACEMENT
i~ ~ a SITE j m 64. 6. APPROXIMATE
W 2T, 0 ~ ~ ! a ~ 0 MARSH LOCATION
II z ~ ~ 27.Op ~ _ _ q~ ~ ~ T 8-12.5 x 15 BOAT • - EXIST'G MHW p / ~ NORTH ROPOSED RIP RAP SHORELINE STABILIZATION ~
,i ~1 - ~ ~ I 80' C 5.00 6~Op LIFTS, UTILIZING ~ ,
~ Q ~ ~ PS SE 2 4 PILES PER LIFT ~ i a ~~TBAC l.Op , i K z . I i' ~ EXIST'G MHW SCALE. 1 - 50 _
- 1` I a ~ F ~ -1_ ~ a ~7 T ~w ~ .,.-,T_i..r i"h
;l'I~, ~ 15.00 ~ W - - Y '1``~ - ' >p `i:
~ ti ~ ~ t~~ 01 i a 1. ; 3 ~ T-m'r ~ ~r''~ ~ _ ,..A ~ V - ~ ~l -
~ ~ r r- I ~ ~ ~ ~ _ r ' ~ ~ ~ w APPROXIMATE ~ ~c~ ~ ~R_ j ' ~`l' T~~~
, ~ i - v ~ ~ 34. MAR H T ~ I ~ ~ y "'"KPH N wA S LOCA ION Q `I 1 n, _ t ~ ~ _ Y ?J-
a ~ ' ~ ~ I Da - ~ " ~ I I ~ -~L~~ F~ ~ _ LOT ~ ~ ~
IQ ry, , . _ ~ ' ~'~,~.r„ ~ PROPOSED RIP R P SHORELINE STABILIZ T[0 ~ ~ ~~tE ~ ~ ~ ' 1`' r r ~
i r' ~ o ~ r S , "`4WWW' / Y r,; I LO 9 %1
~ z , ~~I ~ i 7 : - ~ o 4 i I O _ ~ ~ ~i , ; Y BG I, q ~ I ~ '~,c- OT ,
J F _ l ~ a',~ p _ ~ _ ' ' ~ i ~ s i~ ~ F~ r ~ ~ - ~ r c-1 L 120 LF -DUAL 1 CPP 1 , ~ - _ ` ~ E INV 1.93
~~I - "1611' ~ ~ - - 4 1 00 - _ o ~ - - - ~ ~~v" _ - ~ ~ ~ ~ ; , I \ W ]NV 1.80
~1 ~ = ~ d~ i _ 1 1 REMOVE EXISTING 24 RCP ~ - y ~ _ ~ ~ K E ' - 75' AEC--
r _ 1,~` ~ _ ~ ~ ~ 1- _ ~ PRO 128 LF - - 3 ~ ~ J i....~i : ~ - - - • ~ _ _ - 4
~ - 0 Hqy ~ 24 APP THRU R[F nAf BUffER~-~_ ~ i , S. ~ i - y _
H~ 4~ _ ~ W I NV 1.80 LOT 1 / - ~ LOT 6 - , _
~ , ~r,; . 2 / - u / , _ _ ,
T ",,TO g ~ ~ PROPOSED / - eq~ F ~ OR _ / T ~ 1 ~ _ 3 PARKING ~ ~-PROPCSED 120 LF DUAL 24" CFP ~ \'i~
a - - ~ 1 ' 75 AEC--. / h q ~ _ - = - - E INV 1.93 % " WINV 1.80 FILL E STING DITCHES
/ 20 DRAINAGE EASEMENT ~
`YI ~ y ~ / I , n i 20` DRAINAGE EASEMENT
6 / EX[ST G D[T CH TO REMAIN ~ ~ RMV E 0 ~XIST[NG 24 CPP ' ~ i i REMOVE EXIST'G 24" RCP CULVERT/INSTALL i~ NEW DITCH NF_W DUAL 24" CPP CULVERT AT COMMON LINE ~
~ FILL E ISTING DITCH / / BtIWEtN LOT a/y i i
/ _ r , / / i
~ / I ~ ~ / ~ SITE DATA;
/ / i ZONE = R15
VICKI P / ~ ~ ~ FLOOD ZONE = A6 (EL 9)
SCALE: NTS ~ ~ / / ~ IREF. FIRM COMMUNITY PANEL NO.: 370043 0525 C REV. 8/19/85) i
~ ~ ~ SCALE: 1 50, ~ / / ~ TRACT AREA = 49.27 AC (2146004 SF) i
/ ~r~ ~ / i TOTAL N0. OF LOTS = 39 LOTS i AVERAGE LOT SIZE = 28810 SF
~ MIN. LOT SIZE = 23949 SF i
i
.L`, ~ ~ - - ~ - - Y . , ~ SETBACKS: i FRONT = 20'
_ _ APPROXI~Q~IELY 3~tF-R-I-P~'A~RSH.QRE LNE STABILIZATION T ~ SIDE = 10' _IZA IO , ,
_ _ - ~ _ _ ~ REAR = 30 L S[DE !CORNER LOT) = 15
- / _ _ i
~ I S SE r - ~ tU7.79 - t_ _ _ ~ , = . _ 50.00 PRIVATE R/W
i _ ~ 1_ ~ .a ,s 20.00'
~ ,
o ~ ~ - ~ _ 102.52 / N/F HORNE MAR5H LINE -
DB 852 PG 612x! ~ 1 ~ ~ ~ o ~ ~ 29 PG 203 O I 4 I'i . / - ~ S , _ _ CUT LOPE
INV ~ ~ . y
[NV W 1.80 i. ~ ~ 0.08 FT/F 0.0` 2 FT/FT O.Op FT~FT 0. / X ~ 1 GRADE
~ _ o ~ ,~,r . EX. 68 F 24" RCP . ~ -_-~-,3 o , FILL SECTION ~tGf
V~G`ETkTI 4 SS4'51'E INV E 0. 7 _ ~ - . /Cq ~ ~4 , ~ 1 .r PROPOSED 6 ABC Nq~
MA BUFF R INV Mh Q; 2 REA TO g _ - ' PROPOSED APPROX. 1.5" BIT. CRgb N4 °04'50"E EX. OLF 24" RCP '"-'-----r~.~ CON ~
EX. "CPP TO BE REMOVE - _ GRADED - ~ ~ ~ - D ' S ~ AEC ,I N ~ , - TYPCRETE SURFACE COURSE, ~ q _ INV E -p.15 E [ 2 N 3' 11 _ 1 NV W 0.69 APPROXIMATE
INV 1.17 r..~.-~ , _ 30' V GETA 1~1 INV S 1.24 , 35.6'1 TIVE/C A BUFFER _ ~ 32.08 ~q, MARSH LINE Z 1 Q . ~
ECM N83°01'2 i o r A - ~ ~ 17 3 " REA TO BE GR DEO _ ~ _ _ e ~ _ c ~ _ y, - ~ ~
~ ' f"- . 75' AFC ~a CEO ~ TYPICAL STREET SECTION
~SBMENT ~ U- - 1I ~n ~ ~ 8 c6 3 ETAIIVE/CA 7 A :BUFF ' _ ~ r , 5~>3LE: 1 - 10
~ 0 ~ N o • 7"1 ~ 2 W ER 56 , , ' 10"W AI ro ~
2 m 404 TLAND AREA w ° Z 75' A ~ ' ~ - _ _ _ ~ EC ~ ~ ~ - ~ ~ -
• ~ • o TO B FILLED W[T N ~ ` ' ~ A4a~~ ~ - ~ SEE SEEDING SCHEDULE
m EX. [-STORY x,o COE ERMIT ~ w STRUI;TURt ~ 4 5 m ~N w _ COE EASE~NT,,,;~, . . THIS SHEET
EX. CONCRETE ~ - w w .rr--^'~~~ E" ~ SEMENT _ ;at~' ~ _ :w • EA ~ - - ~ N 20. DO DRAINAGE EASEMENT iI ~ _ _ = = - w w y: w - _
DR i Y'E ~ ~ c~ w ~ a N w ! w w w w w w ~ ~ w u, m rv w
00.00 ~ _ ~ - yip,' ~ o> w i ~ 2 E Tf"MPO ARY 1 ~ a~52 00 DRAIN GE;i°" ~ D AINgG SWI~. d ~ • ~ .1 CO W N d w w t; _ io w Q rn w w~ - - - _ P£
® 90.03 EASEM NT ,,Ik o ~ ~ 0.2y w ~ ~ ~ ~ 3 w 13 14 15 Z ~ ~ N w N 5: 5;, s~o
9. y4 o ~ 2 ~ 94. ~ a w 2~ c0 '~t, ~ ~ D AINAG SWA 1 9 ~ w f- 2 MIN ~~~~,v
~ 9 OS 90. p5 9°. p5 ~ 21 ~ 22 r,,1~, , ~ ~l r~~ o ~ 0.27. m W i,;~~\\~:',~.~ ~ ~ /
LEGEND " ~ ~ 90.45 q ~ p 90~, 4 90.00 ~p~f p / / J / ~ , `a' % i
AC -ACRES Cf ' n GQ TS 90.00 90. - Mf o ~ o E ~ 00 ii ~ , CJ l ~A % / ' ' n, l ll~ 1 ~~`li~ ~
CMP CORRUGATED METAL PIP Tf o ~ ANE '00 9 . o ao - R~ ~ _ULVERT 1 90.Op W 90.00 W ~
COE -CORPS OF ENGINEthtS £ 64LF 18" RCP CPP -CORRUGATED PLASTIC PIPE INV N 3.19 90.00 9 • 90.02 ~ VEGETATED DRA I NAGS OUTLET
DB -DEED BOOK INV S 3. 6 90.02 90. - SWALE DETA I L ~ _ 02 . 90.02 _ _
ECM EXISTING CONCRETE MONUMENT 0 CULVERT 2 EIP -EXISTING IRON PIPE 60LF DUAL 24" RCP 90.02 Q
EIR -EXISTING IRON ROD ~ tt r INV'E Z.48 90.p ~ SCALE: 1"= 5' 2 d
ELEC -ELECTRIC ENV W 2.3G ' EPK -EXISTING PK NAiL CULVERT 3 - W
EX -EXISTING ti'd''~ 60LF DUAL 18" RCP - Z NOTES .
INV -INVERT IRS -IRON ROD STAKE CN,Y E 2.70 °p [FN W 2.~0 _ ~ J
LP -LIGHT POLE i h = 11 BOUNDARY AND TOPOGRAPHY INFORMATION TAKEN FROM ~ _ MAP PREPARED BY ATLANTIC COAST
M - ~ ~ ~ B MAP BOOK MBL -MINIMUM BUILDING LINE _ _ - U PROFESSIONAL SURVEYING P. A. LOCATED IN - - ~ _ - _ HARKERS ISLAND, NC.
N/F -NOW OR FORMERLY `"e _ _ a _ _ _ - _ ~ 2) THE PROPOSED SUBDIVISION IS TO BE SERVED BY
PG -PAGE ' POB -POINT OF BEGINNING - ` INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL _ ~ , - _ - S0 ~"fi4° - _ - _ _ SYSTEMS. -
} SECURITY RCP -REINFORCED CONCRETE PIPE N ~ ~ GATES END NEW PAVEMENT y,, ~ EX': 18 CMP TO BE - 3) THERE 1S NO RIGHT TO BUILD UPON OR OTHERWISE - EX. 18" RCP TO BE RELOCATED IMPROVE ANY OF THESE LOTS UNTIL A VALID MR[TTEN
R/W -RIGHT OF WAY ~ ;i; ; ~ - ~J~EME~ o ~ 1NV ~ _ - - SED -SEDIMENT u, ~ ~ S 1. _ EX INV E 0.76 IMPROVEMENT PERMIT HAS BEEN OBTAINED FROM THE 51 HEALTH DEPARTMENT AS REQUIRED BY STATE LAW.
SF -SQUARE FEET EX. 4" P ~ ~ ~ ~ ~ = ~ 2 C P TO REMAIN P' ~ - ~ 891• EX [NV W 0.33 CONTACT THE CART RET COUNTY NVIR N NTA NEW E INV 3.10 E E 0 ME L
INV E 1.13 , ` ` ~ ~ _s~ - ~ E - EASEMENTS INV W 1.68 _ ~ . - - _ ` X48' 1 HEALTH DIVISION CONCERNING LOT SUITABILITY FOR NEW W INV 3.00 ONSITE SUBSURFACE SEWAGE TREATMENT AND DISPOSAL
, ~ 508 r FX. 24" CPP - _ ~ = SYSTEMS. VARIES 10' TO 75'
- _ - 404 WETLANDS NEW INV E 2.65 ~ _ - ~y _ - ~ .
NEW [NV W 2.~5' ° T)B- _ ~ ~ _ } _ - IRS " ~ n - r ~ r -
_ . IRS ~ r - t - ~ 504°30'53"E 265.6 REVISIONS:
IRS EX. 18" CMP TC BE RELOCATED 64.00 v 8 EX INV E 1.06 No. BY DATE DESCRIPTION
1,1 S08 48 17 E 32 EX INV W 0.63 ~-I ~ ~ IE%IST4NG GRADE 9.OM6L TO 9.0 MSL'. TYP. i
~ 6 E NEW INV E 3.10 °15 2 NEW INU W 3.00 1-lam APP~O%t~tAT~ E>j15T[NG'SL~PE N~AR VERTICAL ESCARPMENT ~ ~
< a J - IRS lw1J.1,Y~CI- - - 7$:T SLOP ~ - ~ _ - - E ip %1STIN ~ i ~
I'f
EX. 18" CMP TO REMAIN 5.0 -i0P OF RIP RAP 5.0 10.5 FEET1 r
INV E 1.86 WEYERHAEUSER CORPORATION INV W 2.05 i i I l i ,,-tr-~
' 80AT LIFT ~ vAAI SITE PLAN/CAMA MAJOR APPLICATION ° ° 4 _ _ _ OUS `M`ARSH PATCHES. INSTALL R[PRAP ON HIGH DUAL 24 CPP OR 48 CMP , RIP ~AP~ G~OUNb SFDE'OF ALL WETLAND VEGETATION
6" PILE I _ -_L _ -
1.5 - APPAO%IMATE MEAN HIGH WATER 1 ~ t ~-~'-~-1-~ - -
w ~ ~ LEAN HIGH WATER 2 x 6 DECKING"~~~~'' ~ - 6' STRINGERS ,i ~ LtER 'FABkIC 1 ~ r,. 0 APPRO%1MATE IRAN LOW WATER p
_ _ - _ - LEAN LOW WATER ~ - - - - CONSTRUCT NEW BANK TO 2:1 :N) MINIMUM' i I SEA GATE _ , , ~ 1 -
= 6'rlLE t BEAUFORT TWSP., CARTERET COUNTY, NORTH CAROLINA _ TOE tOCAT [Ott Gf' AtPRAP TO! 9E - -
z 15.0' BOA1 L[FT a DdT~RM1N&D t1Y N~ 111V19[oN ~ _ DESIGNED
C AST L FLAN CE NT ' ! ' CLIENT. UFS, LLC d b ~ ~ ~ RDC
_ M.H.W. .1a;~ _ _ w/-? ~ 17 2003 ADDRESS: 101 DOLPHIN . ~ DRAWN. _ ~%I~rIN~ BgrrdM BEAUFORT, NC 28516.
TREATED IEAN TIDE LEVEL T11~6ER PILES ' GYT
N L w. TYPICAL DETAIL '``l CAq,''''a, PHONE: - CHECKED:
100 50 0 100 200 0~'•,•°•. { 252) 728 7576 RDC R I PRAP SHORELINE STABILIZATION .,of S"
BOAT LIFT CROSS SECTION SCALE: 5 APPROVED:
SCALE: NOT TO SCALE PRIVATE DOCK-TYPICAL SECTION ? STROUD ENGINEERING, P.A. SE RDC
SHEET # 1 OF 2 SCALE:1"= 100' SCALE: NOT TO SCALE 151A HIGHWAY 24
PROJECT PM1271 34,i MOREHEAD CITY N.C.26557 DATE: . C, :2 `4,•'Q: (2521-7-7479 2/5/03
DESIGN FILE 1271/CAMA.DGN
~ SCALE. ,pr p fop 0 _ - - - -
ls,lls+ NALB D.CULLIPHE P.E.

/
FINAL ALIGNME FINAL ALIGNMENT OF R[P RAP SHALL BE
COORDINATED V COORDINATED WITH NC DIVISION OF COASTAL / ' ~ NORTH
MANAGEMENT Pf MANAGEMENT PRIOR TO PLACEMENT
SCALE: 1"= 50' • 100 LF - 4$" C SCALE. 1 - 50 W INV 0.50 i
E INV 0.60
PROPOSED 120 LF DUAL 24" CPP P OPOSED R P OPOSED RIP RAP SHORELINE STABILIZATION PPROXIMATE
E [NV 1.93 MARSH LOCATION
W INV 1.60 r ~ _
~ ~r ~ ~ . T ~ T_~-~__ _ T~~ ; - ~ REMOVE EXIST'G 48" CMP - - ~ -
i ; ~~I - ~y ~ l 3 _ _ a= Y - _ i _ ~ ~7
_ _ ~ - ~y jyv~
. ~ I
--3U`BUFFER--- ---,4--- - x -
i - _ - i EC
LOT'27 LOT 26 - ~5'~ EXdST.ROAD
f
T5 AEC - ---75 AEC si-~. f~ a~;::
- Ft 7,
l y;,, ~ _ ;~r ~ ~ -
/ - - - = p u, i ~h
/ / - r I i LOT 39 jp ~ ~~I,~~~
/ ',',k 1 ~ EX[ST'G DUAL 24" CPP TO REMAIN
/ FILL EXIST DITCH / _ i i - - N INV. 0.89
/ 20' DRAINAGE EASEMENT ~ - S INV 0.46 I
1 1
/ /
1 15' DRAINAGE EASEMENT
1 15' WATER ACCESS
1 EASEMENT
/ r 1
/ I
~ 1
I 1
/ PRAP SHORELINE STABILIZATION APPROXIM RI I I
/
/ i
/ / 1 i
/ / 1
".e / _ / _ , _
1
1 1
_ ~y.,.___ / WATERWAY , - - - RACpASTAL 1 1
- r
1 1
- - . - --1 / 1
• / , 6e.9o 1 1
~ No9•o4'sr•w 1 1
APPROXIMATE 1 MARSH LINE 1
1
LEGEND EX. 48" CMP ~ INV E 0.29 'i~
AC -ACRES INV OUT 1.80 INV W 0.93
CMP -CORRUGATED METAL P[PE ~ -CORPS OF ENGINEERS t ?1,7 , EX. 4e" cMP SEAGATE I I I TO BE REMOVED IN 1 1.8U
COE - - - - -T. CPP -CORRUGATED PLASTIC P[PE _ _ ~_k - ?
DB -DEED SOUK N ~ ~3 -r, _ .,VEG l 10 138.26 ,
ECM 'EXISTING CONCRETE MONUMENT ___M -__30' V ETATIVE/C BUFFER" 3p~.: EIP 'EXISTING IRON P[PE W - ARE~4 ~0~,~ GR ~ ` E 0 AEG 0'" . 05 ~ grl~f .
- XISTING IRON R00 O _ AREA p BE GAA EIR E .75' AEC z /Cq S8 59'43"E Mq B~F
ELECTRIC ELEG- ~ - _ T5' AEC EPK -EXISTING PK NA1L -t-;'_ - _ _ w' _ _ , _ - a FFR*-, y
EX -EXISTING ~ - a
INYERT ~ - - INV W - - _ _ _ - X, PITCH _ 1RS -IRON ROD STAKE W _ _ - ~ - - ~ ~2+ • ti
c,, - P -LIGHT POLE _ - - w MUCK dr f 1 L a~ a - ' E 24" CPP
- ?AAP BOOK In ro a ~ N -r- , ~4? " yrs.:.. - . NsL -MINIMUM BUILDING LINE w ~ X. D11GN g ~ SE' Q7 . Q OD ~ - ~ - - ' YN0.89
N/F -NOM OR FORMERLY W ~ 23 24 •t - a `o w o v J ( q~ N o w , C NV S 0.46 +n o X y;; 24 CP ~ h ~ i~~ STUBBED
PG -PAGE W 2 5 w 7 `0 w ~ ~ ~ 26 2 28 N _ - BEGINNING ~ 2g 3O ; t0 , Poe POINT OF y . _ ~ 1 32 33 ~i 35 36 , ~ °D N 0.8 ! ~
-REINFORCED CONCRETE P[PE CLA55 A RIP RAP 3 4 r RCP MUC d Flll 3 7 ti , D ill q
R/M -RIGHT OF MAY DRAINAGE :WALE LENGT = 8' ~ Q EX. DITCH p MUCK FILE SED -SEDIMENT ~ O,iTX W10TH = 8' ~-AN1CK FILL 3W ~ Ex. D rcH 39 ~ ~ ,
- FEET DEPTN = 1' A', EX. D TCH SF SOUARE Q a DRAINAGE SCALE
.59 90.3 90,27 90.18 ~ 90 - NTS 90.59 90.59 g1,p EASEME W EEI( 90.59 ` ~ Q 0.13x
Z , 59 90.5 a o xFE 8392 M C 1~ F]LL- _ i U EX. DITCH ~ 99 A+~,
_ - a~ 4 METLANDS .59 9 50 .3~ - a f ~ X99 0 89.86 90 J ~ u,i g . w
= 0 _ 2, 9 D ~ _ 2.4g ~ cn
U ~ o CHECK H DAM. TYP. ' 3y 3 ~ 93, ? r p• .9 ; ' y .,q B Z ii
Q CULVERT 4 ~1~~ ~
~ - 60LF OUAI 24" RCP _ IKV- E 2.40 _ CLEAN b REGRACE o ~ ? iii, ~
- - k !_2.30 EXISTING DIICH CHE CHECK Ff 5. DAM, TYP. II
_ _ - - CLEAN d REGRADE DAI _ _ - - EXISTING DITCH i~
_ - t-"_: 1 - - - _ s_. - - ~x_t - _ ~ - - - - - - _ a' R i r`' i I ,
653. ~ - 28 IRS - I''
0g `'~i'A' LUU I SE BAUGUS HEAL I TY L I U.
_ flW ~p ` ~ - - _
Ez. 1 a - _ - ~ - c AN R GRADE ~4 C AN d E M~~z` ~ ~ ro _ _ E IST[NG DITCH ~ ~ ~ ~
INV SE 1.65 E IST[I INV NM 1.03 ~ ; _ _ „ REV I S1 ONS
TE PIPE A~19~IE S ~ ~R EXTEND/RELOCA ~ ~ ; , , ` _ w _ $ m, N ~iil _ _ J No. BY DATE DESCRIPTION
_ sE ~,~,p ~ - ~ _
_ _ - _ _ ~i. i " ~ - q
94 q its,
_ ' p h
EIR
g ` ' DISTURBED
_ SITE PLAN/CAMA MAJOR APPLICATION If2S_ IRS •t~
- 57.97 60.00 S 7~ . ~ _ - ~ -,f 12° N86'09 25 E
S12 44 45 W
WEYERHAEUSER CORPORATION .IRS
6i - Ei 60' INGRESS- SEA GATE
EGRESS EASEMENT BEAUFORT TWSP.~ CARTERET COUNTY, NORTH CAROLINA TO EXISTING ROAD
_ F C DESIGNED: CLIENT. UFS LL
RDC
ADDRESS: 101 DOLPHIN WAY DRAWN:
BEAUFORT+ NC 25516 GYT ~USACE MONUMENT •a`"++?+++nq~~~
R-J/I-#60 ,•~k=,,.~`'' ~ARO,~'%. PH(1NF : I 1 7~A-7~i7~ CHECKED.
1999 ',GSS/p,~ti
3 STR®UD ENGINEERING, P.A. APPROVED: RDC
100 50 0 100 200 151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557 DATE •,~r "'~°a (;252) 4 7479 2/5/03
SHEET # 2 OF 2 SCALE:10= 100' Q tu~` o~,a~! u`'~~ SCALE:
PROJECT PM1271 R NALD D. CULLIPH R P.E. 1 = 100
DESIGN FILE 1271/CAMA.DGN