SW8091210_Approved Plans_20120306

___._______.________ ---------------- _.-__
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--'- ____ ____
: Ep.....Au:EE)Lm,
N51"5429"E ,s, REVISIONS
'---teilla Road
BOUNDARY UNE TABLE BOUNDARY UNE TABLE BOUNDARY LINE TABLE BOUNDARY LINE TABLE BOUNDARY LINE TABLE
129.10 ' ----
_________
Line I Bearing Length L188 S56'2314W 18 54' L376 N46'46'55-E,14 91' L564 N13917'33"E 5,49' L664 N52'2337"E 13.06' _ N.C.S.R. 1100
N514620E --- „" //'7 , 1/25/2012 Per CPSI
Li 5693428"W 47.92' L189 5553609"W 13.21' L377 N44'1733"E 7.77 L565 5594437"E 10.68' L665 N1554-10"W 35.93'
60' R/1 A 7 123.05' ,, ' ,.--" -------------
-
L2 5821003"W 14.76' L190 58317'01"W 17.49' L378 NO7-25.21"E 6.47' L566 576'4016"E 11.33' LL666667 NN3291:03470414:wE 2262.9562; ---\•,\ , / 2/6/12 Rip. Boundary
L3 566'0538"W 20.92' L191 S7711'52"W 13.11' L379 NO0'42'27'W 10.07' I-567 SE13'06'46"E 13.86'
\ ---1 „/ ---- NO315'40"W per CPS I / DCM
L4 5725411"W 16.23' L192 $785916W 10.24' L380 N520252-W 17.59 L568 5870752-E 14.66' L668 N04'3513"E 19.50' N05•56'16"E N ,,,,,-"" 36.55'
L5 $80.32'47"W 12.04' L193 56431'03W 13.11' L381 86805'15-W 11.90' 1_569 __$J380618"E 20.16' L569 N3648'49W 21.17'
I CF:-_,N \\,'/- / / / SO3'53'22"E ------- -
- - 142.00' ROAD
„,-- ,„..______________Wetherington Landing Road. D.B, 252, P. 171 _ ,,' ,,,,
L6 N57'0103"W 13.21' L194 560'2854"W 20.94' L382 8764016"W 7.55' 1_570 N13917.33-E 13.73' _ L670 8257017"E 27.48' -
,.., ,,---- 163.79'
--- \ , <, //'
L7 S8917'33-W 5.49' L195 S611312"W 15.57' L383 N78'36'46"W 13.11' L571 _ 5'76'4016"E 18.88° L671 _ N40'26'56E,38.51'
1 i N.C.S.R. 1101 - 60' .R/W SEE M.E3. 31, PG. 261
14-1 -
- ,
L8 N3816'34"W 15.02' L196 $59'5605"W 16.81' L384 58917'33"W 13,73' L572 5:77-5412"L20.66' -- L672 N3216'04"E 64,57'
„--- ,,/ "zo, LPK (OVER
S87'0405 ---- ...---"- ..," .
_.------DOUBLE
L9 N1119.38"W 14.91' L197 S80'3247"W 12.04' L385 N57'01'03"W 3.30' L573 Nt3917'33"E 16.48' L673 N4,4'3472"W 11.94' --
1 1
„..--- / ril /
17--)-----° N1036.09E,9.34! L198 L N82•34'39W 6.47' L386 N5350'15-W 4.58' L574 N801912"E 17.61' L674 S3641'11W 60 60'
N81'55'42"E
CULVERT)
L11 N36'0945-E 9.16' L199 N66•4442W 2 99' L387 N6408'33-W 2.05' L575 N73'2050-E 20.00' _ _ L675 S5777'39"W 14.18' - ALBERT BATES 77 104 57 98' to _CLIa1:ersection
-.041.--.---1---- .160,43 -1 - -- ,,,Ki ,
,2- ____
L12 N255127-E 6.14' L200 N583126"W 9.75' L388 N361)945E 4 58' L576 N681944-E 16.02' L676 _5661242"W,19.02' _ . D.B. 1035, with NC SR 110CT Stella FT-d-, - ,,----
-
....,„,,,,,,:,,,,,..),,v7, -3r._6771.9;2c,) E
-"RN-- ..,
L13 N32'58'57E 3.30 L201 500'4227"E 4.58' L389 N5819'44"E 5.34' L577 N65'0353"E,20.08' L677 N41'51'39"W 36.80' , P. 171 -----; per M.B. 31, Pg. 261
I ..---- - ------- L734
L14 N441733"E 10,36' L202 $103609W 4.67' L390 N891733E 15.57' _ L578 N871017-E24.74' _ -7--
L678 NO846.42"W,31.80
.....-• ...-- .-- ,t) / ...•
, ., 7.). -" < --
.-- -1 •,,,bb 3.7; --- 1_735
----- .
L15 N325857"E 3.30 L203 S512503"W 10.44' L391 5855638E 11.03' L579 Ni391733-E 4.58' L679 N283348-E 18.36' Bridgeview Lane \ ,
-
.0 , , -_,
,-.1.-.
, „...
. '- q((t. \-1,----' LA
L16 _ NO0'42'27-W 5.49' L204 , 5464655W 14.91' L392 N851275-E 12 85' L580 1473•2050E 13.33' L680 8302745E 40.7.1' _ -__ N84'26'08"E -.\r- --I
-- - - 6,b-•;„ ..,....--. rilo. 0, r_
_
...,
99.30' -----
T37 N48•2602"W 13.61' L205 S76•45.49"W 8.44' L393 $653023-E,17.20' L581 N684411"E 23.47' L681 N654839-W 30.51' ±12' gravel/dirt road _ I L
_ ____2_\_ __ ___ --1-----1_72.5 -- -- - - ---,ria - .e.------
L18 N754634"W 14.21' L206 5624339"W 10.24' L394 5781043"E 8.44' L582 11991733"E 10.99' L682 N1542.38"W 21.94' _
(access to cemetery) . -----__, ___
___ -
- - _ ._._ ___. ____ ____
„...... ......... ......_ ......... ....._ - - ---- - - • ....-,,,,..„--7.-c.,-c-'F2.7r40....,- -
,...--- - -- ..,
- - -/ -- _-- •N., \ -----------
1.19 $136'06'4-6''W 16.51' L207 $553609-W 13.21' L395 5685422E 14.79' L583 N1345338-E 11 94' L683 N763611-W 22.45 _
L20 581094-5W 12.95' L208 S715619W 30.70' L396 S8024091 20,47' _ L584 N6917°33E 9.16' 1.684 8140108W 14.75' _ - - - --- ...- ___ ._-- --- -...., -, -----------
-- ____ ____ E„,_:••_ ii-- 4 =I....4k
1.7 2. '' . .,,-.-.+- .., --a . '''', .... C, \ )
,v,,,,
L21 S751523-W 15.10' L209 5593251W 14.76' L397 $801258"E 25.14' L585 N732050-E 20.00' _ L685 N477771"E 100.62' _ .
- ----- -- ------_ _ __ _,...-----II, ---
E 924 • ' , •,0,_: - ' -- ' ,A N6F3'23',32"E \, L7' >
L22 5732050"W 26.66' L210 S1916'32"W 10.72' L398 S84'3531"E_25 78' L586 Ni5416'32"E 15.16' L686 N57'0229"E 50.36'
..c..;:. -- - \\` ,..,...--\\ -"I' ,('' ,,, ,. ).,_.
-
JUDY BARKER CILIUM I ---- \
L23 S7711'52"W 13.11' L211 51743'39"W 2.90' L399 N8917'33"E 21.06' L587 N.9616'47"E 17 42' L687 N39'35.41"E 64.97'
\ii‘N •-••--i <57- .>-1•<-- ,' 1 ''N64.43'55”E
--- RIGHT-OF-WAY ri 9.9t:
-- ..--- , •
-
9 ; -- ------N ...) \ 1 r-.
52.64 v/
L588 N 77'24'14"E 17.78' L688 N37'23'38"W 5.50' & HUSBAND, 1
, ,
L24 58.3'51'08"W 19.32' L212 562'4339-W 6.14'
_ L400 $7009'05"E 15 65' __
Tract A \''\2- - FOR CROSSING ‘‘ -115- ,,--- ' ... .1-. ----- \ /
L25 S81'0945W 19.42' L213 S68'4411"W 15.65' L401 $774957"E32.87' L589 N116'4072"E 11.90' L689 $4721'43"W 54.93'
JOEL C. ODUM
I I ., /
L26 566'21'38"W 25.85' L214 567'2928-W 9.86' L402 58530'47-E 20.23' L590 N6416'32"E 15.16' L690 553'48'28"W 94.18'
D.B. 859, P. 559 tN' .- •*" & RECROSSING A Ag. , - , ,,b
, .,...„ , ,. ,, --
L27 5814152W 13.86' L215 S441733"W 11.65' L403 5883511-E 24.74' 1.591 N1S4'50'55"E 22 13' 1.691 5565642"W 27.50
„---
'''''.----"---- S88-1238E -1' .--- --- D.B. 252, P. 171 , „..- ' - •\€'
-
--- 7--. .--
L28 583'3455"W 36.81' L216 52105'38"W 9.86' L404 N72'4408"E 35.34' 1_592 N464655"E 14.91' L692 566'3935"W 37.76' - -----
„ Lt ,..-- A N585'4. 4'49/7E(\.(__WArea 0odedr/ _____,, /
N) 139.00' ,..--- , ___,-
L29 5660538W 27.89' L217 51319'44W 3.713' L405 N797536E 21.38' L593 N401225E 18.18' L693 N1_1'05'50"W 36.22'
• LUCILLE B. TYNDALL . cNi ,,,...-- ; / / : ,,,,'-• 1 /;.:
/
-L30 S68'2617"W 20.58' L218 S151416W 13.33' L406 N86'41'24"E 20.16' L594 N136'48.47"E 28.74' L694 N331019"W 34.57'
‘10 , ['iv\ -0
I----------- --------
11) ..,-- -ic\e. ,3,. - .-----' ,
U.B.
817, P. 69'; (Molly Lit .-- • \•-,- I/ I !( \ .L1 (r?
,----
L31 $54'4702"W,17.78' L219 500'4227"E 12,82' L407 N82'57'08"E 8,29' L595 N.59•02.10"E 25.44' - L695 N67'4825"W 28.23' stt....411 ................i. In
i eAk. •vov .. --.
,,,,, \
L32 546'28'39W 26.62' L220 549'29'13W 14.30' L408 N82'10'03E 22.15' L596 N136'05'38E 20.92' L696 N27'5313W 22.71,._
Yt1 / „.- ---- --
i 'Ocl • 0 ' ..••••----- ,•-- lc . ---•••, /
--- ------- •
L33 $423325-W 21.38' L221 S607854-W.20.90' L409 N723536"E 9.56' L597 N581944"E 16.02' L697 N1.31000W 18.43'
..--- C.:a' -c.»1,\-\ i 2-g'' ilN ---"i° Dirt \ I Pt. i(F)
__ _
- -
„ •-... to
iC"' 1 e\ . \ .„--"---
L34 5422642"W 20.08' L222 S441733"W 31.08 L410 $80'2409-E 30.71' L598 N531555"E 24 91' L698 N331446"W 41 31'
....--"---- - i,•(01 ??7,5°'24%.11 --- Road „/ J55
L35 S41'4811"W 14.91' L223 S4219'03"W 18.79' L411 S58'4208"E 8.64' L599 1455'36'09"E 13.21' _- C6.99 N48•54.4-0"W 59.32' BILLY J. HAMMOND .-.----Y .'g ...-- (,_, ' _--
/1
/
L36 S47'09'18W 25.93' L224 S40'55'34W 22.05' L412 564'08'33E 14.33' L600 N491913"E 14.30' L700 N2902'38E 0,03' --- AND WIFE, ......--77:.------- •IN,
..-- --- c):3, 2.-1,
. _.°is..,, --;-- \------;1--.--i'l''';---- ----- .
.N.N. 4 >
L37 $382311"W 18.88' L225 i S522521W12.05' L413 N775857"E 9.34' L601 N78'40'22"E 14.91' L701 N5450313"W 14.49' SUSAN S. HAMMOND CEMETERY .'-- -I----
9•1.\-14-- - - '
---- 1 .„,-,.. ,
yll)„.,--'-'4.6 ,... -.........-....--...
,
D.B. 848, P. 426 LOT 0 ,...-
z rip
1
L38 532'5857"W 23.11' L226 $4219'03"W 37.57' L414 N77'5657"E,9.34' L602 N134'05'53-E 10.11' _ L702 577'27'22W 23.78' .
L39 5334804"W 17.78' L227 $441733"W 25.90' L415 14891733"E 6.41' IL503 N991733"E 10.07' -1703 N643307-W 39.16'
= _ _ "N
I i ,.
. . i /6")-0.NrN:CN ,
L40 S06'25.03"W 14.76' L228 5480674"W 29. 0' L416 N891733-E1 2.75' it:40054 NN735752885472-- 1134:7)1; L704 N255544"W9.84' __
•
If)
Li.j.,
1-i1 , $0042'27-E 19.23' L229 546'01'42-W 21.3;' L417 $004227-E L1 0.99' L705 $671619"W 15.39'
/ V AV°
<
L42 505'06.22"E 11.94' L230 S4-8'51'59-W 32.48' L418 511'49'17"W 8.44' L606 N4417'33"E 3.88' L706 N2512'24"W 13.67'
BILLY J. HAMkIOND il --, N68"2640E
;‘, ,--- , .._„--. ,
LeiT SO0'42.27"E13.73' L231 54616'03"W 18.79' L419 548'41'28"W 8,44' 1.607 N37'1003"E 10.44' L707 N520232"E 26.47' AND WIFE, ''``--- 68.23' \ ' 'lb:\ (. _ _ ..._ 1 I \(../1
7" Cleared
-....._
L.-.4.4 530'57'50E 12.72' -
L232 , S48-06'24W 29.20' L420 58917'.33W 3.66' - L608 N59'02-10-E 12.72' L708 N'78'48'10"W 49.67' _
, • ..----OC'r2. . a
-
SUSAN S. HAMMOND
----------e-T.---'----"---- ' . ------__
°se tnh Area -----__ _-•-' ..... 11 -1--'
L45 519'08'33"E 14.48' L233 S481416"W 37.64' L421 S2319'38"E 11,90 L609 N70"51'27"E 14.48' L709 589'3358"E 28.82' i„....../ \Abu ' c tsz) 0,
L46 517'0549"E 16.23' L234 S42'2300-W 38.87' L422 5342351"E 3.30' L610 N7711'52E 13.11' L710 _ N672059"E 28.68' D.B. 859, P. '135
\ I?co? S"0
t..'he\-\ os
. or.- k...\on :, \
• ? t‘)\c,,r., cn .6, ,...
7 $12°48013"E 13.11' L235 53519'12'W 37.36' L423 S2716'21"E 2.05' L611 N7917'04"E 15,81' L711 - N7929'51"E 33.22' - ""^-----,_...• I L
--., -.....„ \148 -
N .---,,,,I.J:p,:jcicir-.)-'2-d-sillte, ,...(:)06,..1.,....,,, ,,_:,(1,,,,f.0 ------- ..ip. (..”1 C a ...c.:
f,C)
T:48 530'03'55"E 16.81' L236 532'31'27"W 31.75' L424 S144437-E 3,78' L612 1,158'02'31"E 17.68' - L712 N10'3009"W 18.00'
-,----- Tract B / \ 0 LA.,
...-- ILI {11 c0
!‘) c>
....... -....„....--__ /- -- \
Total Area
Gales C....'reel: S.-
L49 545'42'27E 2.59' L237 533'30'30"W 27.68' L425 $05'06'22E 11.94' • 1.613 N13555'34-E 15,59' L713 $79'29'51W 35.14' - N68.26'29”E rn
1"*\ 1 ri t 0)LL_L-. C\1 c\i16
L50 53310'43'E 11.94' L238 S.32'01'40W 30.48' L426 500'4227"E7.33' L614 N6917',33-E 11.90' L714 567'2059"W 26.33'
31.73 *
c,,, * ...-- )
0 1 38.71± Acres / /
4,(1,
Per D.B. 252, Pg. .171 ui c
,..,, •-• • (..j co
L51 5361443"E 15.75' L239 5292140-W 20.10' L427 S077521"W 6.47' L615 N721173"E 12.45 L715 N86'0231-W 32.94' -- tN, \t- ..--
---..-%•,, --404 o : _.-...-7/
wC4ctrIlasntdas1_._-------- ( s bc '''
...).-11,:o..) .c..,:SI:, 4-1 cy - ----
L., , _
L52 5364405"E 12.45' L240 5375708"W 35.18' L428 500'42'27"E 10.99' LE16 N78'5916"E 10.24' L716 14653208"W 12.88'
-• - -/
- ....4
-, r
_„,..- ----- er - \ fWetlands :•.
to..
D.B. 961, .Pg. 60 c co D Z 10
L53 5324246"E 17.28' L241 53E31455*W 39.04' L429 SO04227"E47.33' L617 N715619E 15.35' L717 N430622-W 23.55' ---- ts) -c-----ry C.(*)\) / . Line ,.., '\ ,•••
/ Lri r.n C. r-:F)
L54 S211549"E 7.82' L242 $3609.45"W 18.31' L430 54542'27"E 9.06' L618 , N132'43'39"E 10.24' L718 874'4411"W 16.94' _
C'.-- iaD2 ,....../.----- 61.4e, °N. s, co
'/ .
\ -," %,......."-- Lir) C -C
1.55 _ SO6'00'0/3"W 15.67' L243 S33'4022-W 21.08' L431 5744544"E 6.67' L619 1441'33'58"E 13.61' L719 N14•27'oeW 17.20 __.
-\.,, \ ......,---
---... ---0,k86 •--- IN ., /7 41\ .,
0
l„).1
\i3' '6 U " '
.. \
--
\-N-D. C 6 D LLL56 S3417'04"W,11.18' L244 842'0524"W 33.69' L432 545'4227E...2.59 L620 N,32'5857-E 19.81' - L720 N111551"E 13.74' -
..,-,--..-- " -
-057 S3710'03"W 10.44' L245 $4018'06"W 27.91' L433 500'42'27E 6,41' • L621 N41'48'11"E 14.91' L721 N21'32'06"W 50.21' _ _
-.. - •,)
----- ea, '
•-• ,os • ,„,, \
/
Proposed - ,.1 r
-- 7-- , ,. i
, 7. .(.5\6,
L9\ • 1.1-1 z T.
L58 S03'41'28"W 11.94' L246 S4709'18-W 25.9.3° L434 54417'33-W 2.59' L622 N:54'04'30"E 19.05' 1.722 NO4'39.28"E 42.69' .4g, / \\*,„\\,,7?Lrol- , z `-..,
._,...
' 0 \ki
1.59 5004277"E 6.41' L247 $533509"W 36.08' L435 55275'21"W 9.16' 1__623 Ni33'56'47"E 19.25' - L723 589'2831"E 41.04' 0 \ White Oak River / A
cb ,,,, ,
cl.„ ' ' (1.) C • < ro
Taylor (-reek
L60 , 51319'44"W 11.33' L248 5522571W 45.78' L436 56779'28"W 4.93' L624 Nt3779'28"e 9.86 - L724 N87'38'40'1 93.99' -- -o \ co ( --- /-..,)
. Earthen Path c-- Wetlands 'o"\ ` -1-) (f) ,zu LLI ,;:•, (D
L61 83710'03"W 10,44' L249 556'3326W 45.7 ' L437 S8917'33"W'0.92' L625 1,166'05'38"E 13.95 _c \ .., / 7 a c,
I \-- v Per D.B. .,...'')26 Pg 279 V) (1-) E 0:
____
L725 N81'34'20"E 20.54' L.-
.• (A I.,,,,
to Wetlands c,i , ,...)
• -..t. 1‘.., '.._i C - 0
L62 560'5930W 27.04' L250 $533219W 28.21'
I L438 S8917'33"W 1.83'
--I L626 N4822'41"E 18.18' _ t 1'-
0 0 \ A
"t
L63 56802'31"W 17.68' L251 85017'513"W 29.31' L439 58917'33W1.83° L627 N61'23'43"E 17.61' L726 N8014.00-E 69.82'
bet (-Marsh r--; o
Proposed ----\\ -....,
1 \ -----..2q4. '6.
L64 N770813"W 27.32 L252 $612006"W 37.27' L440 8624339"W 6.14' L628 N531555-E 24.91 1727 N7802741E 77.65' cs1
.• ,\.. _1
L65 N8256'32-W 20.33' L253 $660538"W 34.87' L441 S6243,39-W 6.14' L629 N59,3251-E 14.76' L728 N74'2657"E 76.44' -ro • 0 Pier A / , \,.. .
-,,, -.60,
4/ 1 4/6,9*/ --- ,, U .5 Fr) w '..-
11:" (-1),.....,,
C.3 co
-\\\NN..._ ' 0
N, ( 4. -..
t_Iplandsr 'N„/... 1 .__ ,,l /
1\ -\ . ,
'1 . • \
(..\)0 -4 33.;-, --":-.1 tO
V-0 \.., C
_ u- ..
L1.1 •-•
L66 N5552.59"W 25.65 L254 $7623'06"W 45.09' L442 8751523"W 7.55' L630 N 4545"E 22.67' L729 N7011'04-E 70.56' 4t)
L67 k S8917.33"W 13.73' L255 5744018W 21.76' L443 5891733-W1.83 L631 14984937"e18.06'
L730 N66'03'50"E 60.70' Cil c:11
....:".. (-2.----,;"i7 \ i 7 i. ---;,-1;:ii. - (1) ? !--I
a) i .1D i-e---7
L68 8730156W 22.89' L256 8683113W 28.40' 1.444 5004227E 7,33' L632 N5y08'07-E 16.30' --- -i "------..., • - -„, ....,,,, „ ...- -.-- ---/-
L731 86205°18"E 76.24' 0 Z N t.., /... \Ni•if.5 'i.i/ LA 1`3.
L69 544'173.3"W_6.47' L257 5777414'W 35.56' L445 SO7'02'52"E 8.29' IL633 N4417'3.3"E 16.83'
-„„--„, -- . I
---....,. -.1
00 ', , o')
-L-732 N5709°11-E 76.91' \-_____ ....,,,
V) -
.
L70 _5624339-W 12.2.. L258 S774201"W 36.45' L446 500.4277'EL,7,33 1L634 N29'0215"E 7.38' - - -- ,,,Li .. c., ---, /% \ 0 .-4.
--- T:4 NOW OR FORMERLY
L71 145006'22"W 8.44' L259 58549'27"W 30.27' L447 $0042'27"E 4.58' 11.76.35 N3449°49"E 7.88' L733 N5318.--14"E 73.50'
--"\,, ...--//7/ ''' i _ _/ _ _ ___ .7,_\
' / / ' \ 1
------ ...--- 0 (,)4.., FIRST & LAST CHILD, L.L.C. >" 57 :1z)
L72 147419'05"W 16.23' L280 5873009"W 29.31' L448 5223032"E 4.93' L636 1425'51'27"E 10.24 L734 521'26'33"E 58,60'
R: / // *N's'" i . ./„. „--. 2 ,,„..--- ,-------
L73 NE57'01'03"W 9.90' L261 581'09'45"W 25.90' L449 S7216'21-E 8.69' LL637 N4417'33-E 9,06' - L735 $125633"E 42.02' -
/ / 'L.\ ( '`',.. : \ IL._ i ,, --.
• ....--
c °-/ '\‘
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** L104 874'32'18"W 30.06' ** L292 N15'57.45"W 31.32' L480 N8917'3,3*E._4.58' _
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** L119 N75'5115-W 31,30' ** L307 NO713.38-W 32.26' L495 N32'42'46"W 8.64'
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----- ----I:-
L140 S74'32'56"W 17.99' L328 N36'09'45"E 18.31' L516 N57•01.03W 3.30' 1
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L141 8891733W 29.30' L329 N8276591E 23.06' L517 14454227W 6.47'
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L142 N82'34'39"W 12.95' L330 1447'01'08"E 13.61' L518 N31'4016"W 5.34'
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CAMA Process Mannino- ,
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L146 S61'32'02-W 19.66' L334 N7515'23-E J1.33° L522rN49-2913"E 7,15' - / To Cape Carteret ,, . -..,
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L147 8690404"W 18.54' L335 S8618'32"E 11.94' L523 N79'49'49"E 5.57' -- \
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1_148 S80'45'42''W 18.52' L336 N601416"E 9.43' L524 N47'39'32"E 11.03' _
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L149 586'06'46"W 16.51' L337 S81'38'59"E 83.98' L525 N29'45'44"W 9.43' N / ,,,,
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L150 584'43'07"W 22.96' L338 N65'03'53-E 20.08' L526 N7640'16"W 7.55'
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1.151 579'49'49"W 16.71' L339 586'00'14"E 145.16' L527 58917'33"W 4.58' - ..,/
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L152 565'39'47'W 15.99' L340 N82'34'58"E 15.67' L528 N84•22'02"W 8.29' ' < „,., C37/ ...„
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L153 N883018"W 23.82' L341 N8917'33"E 14.65' L529 S67'29'28"W 4.93'
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L155 566'05'38"W 13.95' L343 S78•49'08"E 17,78' L531 S891733"W 0.92' NN, C) 14
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L156 555•36'09"W 16.51' L344 148917'33-E 26.55' L532 N1319'44"E 11.33'
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L157 S61'32'02”W 19.66' L345 575'46'34"E 14.21' L533 N25•51'27-E 6.14'
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L158 574'21'40"W 14.21' L346 548'26'02E 13.61' L534 N55'36'09-E 6.60' - ..5
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L159 57645'49"W 16.88' L347 S2319'38E 11.90' L535 N8210'03E 7.38'
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e,
General Notes
L161 N8472'02-W 16.58' L349 N8917'33"E 21.06' L537 N8917'33E 2.75'
_
L162 571'46'01"W 18.24' L350 N7758'57"E 18.68' L538 N8917'33"E 8.24' • This plan document for NCDENR-DCM CAMA Permitting Purposes ONLY \)wHITE ( C-I. ., -
c_IRS/F_W-C-el rncR.)trie)grhiSitnt-aeok fe-Fwaa uyn d
L163 - S571714-"W 17.28' _ L351 S7778'01-E 15.99' L539 N5819'44-E 5,34' 17) ui yey
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L164 S59'32.51"W 14.76' L352 581'44'05"E 17.61' L540 NO0'42'27"W 5.49' • Riparian limits, NHWL (NLW), wetlands etcetera subject to NCDENR-DCM OAK WETHERINGTON
Provided by:
RIVER ing Horiz:
L165 55819'44"W 10.68' L353 S74'00'30"E 19.12' L541 N13'14'11W 8.44'
50,e,Y
LANDING ROAD---N.,,,....
NHWI. - Normal High Water Line
L166 561'23'43"W 17.61' L354 8805030E 21.38' - L542 N19'08'33-W 5.79' concurrence. (Bank) I
_______ . • ----
L167 557'17'14-W 8.64' L355 N8917'33"E 18.31' L543 " N34•23'51"W 6.60'
/
'N.. Parker & Associates , Inc . • •
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0 Owner & Contractor responsible to ensure project & all elements thereof are consistent
L168 5543551"W 14.48' L356 S88'0618-E 20.16' L544 NO7'49'5"7"W 7.38'
-- --- - -m-137_i-p4-apC, DBaosotkal Wetlands
L169 54701'08"W 13.61' L357 $81'57'41"E 12.04' L545 N4542'27"W 1.29' with owner's intended uses. iisTELLAI /Ks_ ConsultingEngineers - Land Surve )ors - Land Planners Y .•••. •......... ...,.........
. .. . .
L170 5134'39'25"W 33.99' L358 N855534"E 15.59' L546 5891733W 1,83'
A Pg, - Page
glope
P,O. Box 976 - 20541-0976
L171 N87'20'28"W 15.59' L359 N8917'33"E 16.48' L547 N49'04'26-W 11.03' 0 Owner & contractor responsible for project compliance with all applicable Building, 13 CAMP LEJEUNE e CHERRY POINT
D.B. - Deed Book
L172 $72'21'54"W,22.01' L360 850'06'22"E 16.88' L54:8- 889'17'33"W 1.83' yr://7;7- if' RAILROAD 306 New Bridge Street - 28540 L173 544'17'33"W 15.54' L361 S58'42'013"E 17.28' L549 N25'51'27"E 6,14' Accessibility & other Codes, Regulations and Standards including setbacks, built upon Tiiir ,./: 1
Jacksonville, North Carolina
- L362 887'50'42"E 18.34' L550 1125'51'27"E 4.09' o- ,J
1-7'(' Phone [phone] - Fax [phone]/ Notes:
L174 565'03'53"W 20.08' area, et cetera. BRIDGEVIEW ,
4ir /
------
L175 575'15'23-W 11.33' L363 552'02'52-E 29.31' L551 N21'05'38-E 4.93'
LANE ^/' SITE A. Firm license Number: F-0106 1. data per survey by; Charles F. Riggs;
L176 553'45'17"W 15.75' L364 576'4016"E 18.88' L552 N21'05'3ErE 4.93' • All dimensions, locations, utilities, et cetera to be carefully verified by owner and ...,
:
L177 556'16'07"W 21.84' L365 57310°55"E 18.24' L553 NO0'42'27"W 9.16'
MOLLY LANE
Boundary DATE 6/15/10
L178 55932'51"W 32.15' L366 87518.20% 24.65' L554 N08'45'17"E 5.57' contractor prior to structural or other further design &/or construction. WHITE OAK) and Associates, Inc., Per M.B. 3'1, Pg. 261;
-- L555 N25'51'27"E 8.19' RIVER ' ,
dated June 4, 2007 and adjusted to NAD '83 2007 Adjustment.
L179 S73'01'56"W 22.89' L367 584'22'02-E 24.87'
PROJECT: 07-072
L1B0 S6E3'02'31"W 17.68' L368 N72•11'23"E 24.91' L556 N23`44'11% 11.06' • Contractor responsibility to inspect site and identify field conditions and related project /, /
FIELD BOOK: Trent #1, Pages 26-27 2, **This Part of NHWL was located By Parker
L181 554'47'02"W 17,78' L369 N73•46.06-E 17.11'
- L557 N10'36'09"E 9.34'
cost implications thereof.
r riv '',4 dis‘ -=. A DISK NAME: ACAD 2054 and Associates 2-3-09 and 7-16-09,
L182 S53'45'17"W "7.88' L370 N8917'33-E 15.57' L558 N15'59'30"E 9.56'
VICINITY SKETCH
L183 S4417'33"W 5.18' L371 S47'49'43"E 17.49' L559 N3015'23-E 5.34'
7:-.-- o - i- o , - - 4 FILE:NAME: stella bridge pier- topo.dwg AWG
3. Dashed lines for edge of river, Gales,/Taylor DRAWN BY: JF
L184 S5315'55"W 12.45' L372 540'30'47"E_7.15' L560 N38'34'55-E 13.01' ,/ TD) .:s 11,- '-•"i '-‘ --i" (-c° - 8 WHITE OAK NOT TO SCALE JOB NO.: SO60815-4219
-.--...-..
L185 S56'33°26"W 15.24' L373 516'39'10"E 6.67' L561 N84'05°53"E 19.11' 1( ir &II ..- 'r'1 Lli - (0 6 il RIVER Creek, Canals taken from M.B. 31, Pg. 26'1 and
L186 $4116'47"W 12.32' L374 SO8'50'15"E 6.47' L562 N66'05°38"E 13.95'
/ Rev. 10/08/09 BLD - Added Additional Coastal Wetlands aerial photography.
L187 S48'41'28"W 16.88' L375 50042'27-E 4.58' L563 N8012'08"E 23.18' .,__,..,,\ 11_01" FOR CONSTRUCTION .."
SHEET: 1 of 4
____ .._.......
-- -----
---
-
•

ib.
\ cv k. o r if _ _ \ -�_ �_ ___ ___ - . _ REVISIONS
OY k k k k k k /mom' i` i� 0, o \,,, N, '.
/ / \, / by y v /A- T _V .\\I//i r''� 1/25/2012 Per (�P�il
________
og `� / 2/6/12 Rip, Boundary
1 \ •�r per CPSI / DCM
V 1 .\\140 0 / f
01 V 1 �� 3/5/12 Per DCM
1 0
o •7,,,,,,\
---
1s
o e' / / / 0. ` ti e Uplands I.m /
a �cci " 1. Y \l k t _ -_
44/ cf1 h k \ k V Observation /
p` ` \ 1 Platform g\\/7/ \ I
C9 / co co i -i.. ten- 8. \ /e
•
•
•
/ k ��h!to Oak 1 N ti �' I ,� �'+ e ,y. J. --- __
�� k River n�j + 1.4 X{ o, % 3 4 6 1 �,• o)
`� G �a X �- t '�1' IX 2• X 2.4 ,A 2• X 2. `,,," `". ;r/.�, X 4,0 B _. - co, 43• �,
ss - / _ X 2.. cr fo2r �' X6.3 �n X 6./" k X 7.3 _
co •' .a1 `5 X1.1 X1.9 I X2,2 X2.2 X2.4 I X2,�1 -'`X2.4 2.5X ,, `• -X3,4 X2.7 X2.2 X-•\- X ,5' X71_ - X�.3
Wnterbody Width 506ft �''r O ___ _ _�
3 } s /
1/4 126.5ft > 1.25ft Pier Length '� X1.3 �' �g X1.7 r\k ;.r ................. X2.2 Xz. :�\ x 2'.�s/ �,z.4 7.5 h8 0 7.2
�- s T`
i .,. :23 / 2 -I /
'. ..\\I//i e �,`�\ I/%/ �1 7<2 2 r X5.4 X?.4
"? n �o }�, i1/ `� Y '`�., i // rJ `./ 1 / -Elevated Earthen
rrr --'' / jo" jo' ' �jo' M Oo•
' ~, 5 ,.. y' Wetlands Walkway Path
.�`' /` f
./ �' �' �• k � `•='C � •� �'`+ti =°• .............. 'E Line ,... l /,,r I o
\\NN 4/
N.
� n ,� 0: ,k•
,,.. '`�� /' � Proposed
t` � ,:A
I < L. �
Pier A
o
tn
L.
III
ol4J
(09
/
C co
x,,✓ p� -3C' Surveyor's NO..# a, u (� u <,
�,, 1,0
r� co a /�' n j , , ' y�,,k -'ICJ /� 1. Normal Low Water is 4 Hours Past The Published \ �' C i ��
rV cc �r� / / �`' / / ' /'� / Low Tide Time At Bogue Inlet Based Upon Field \
�.. / / / rat
/ / �' .- A-
,...; ;� �c = Observation And discussions with Local Property \ \ c' to rn ti
/ k s' 1) x Ck:
,�" )C ,C k i'"" - _ Marsh Owners, \ C. .co � NI tj `� CO L
/' - -a �i
2. No Visible Submerged Aquatic Vegetation or Shellfish. I ,-----Wetlands _- \•
LU z r: 1
3. 404 Wetlands Line Approved By US Army Corps of 1, 4 C
Engineers Dated '12-19-(�7. \I I 9
uj
Share
�, :..: u,
Line ----'�-� (Ni 4. -11,0 Relative Water Depths Below CO _:i c .. C)
o� Normal Low Water. \ I • O : W c
�' 1.5 Relative Landward Height Above \ v
Norm
` I4 ,, IL
�o V These alar•e not Low elevations. \ -/
�� COASTAL WETLAND
Pier
� 5. SurveyWork For NHWI.. On 2 3-09, I - - I 0
Plan
0 mac' C a.
e r l� l Q \\I/// Survey Work For Water Depths On 2-9-09. /
rin 404 WETLAND For Pier B \ -- ""
I577
6. Canals Are Not Navigable At Normal I __ - • `` rt�
GRAPHIC SCALE S � , Low Water. I �, C►
50 0 25 50 100 200 h "`� h \ _
r / / �.• oa 7, Coastal Wetlands Line As Flagged By \
"4474.,:i:
\ r. o� �• ac" / 7" ,';�' rn Pittman Sail Consulting. \ :\\I/,'i
y 0,
, 0„
( IN FEET ) 4 ...\- / Y / -•\[(-
~\ _ .. \ N ,• `
Is
1 inch = 50 ft, M --,\ ,� \ �\//. \` /\\
. .. ;/
r
if 1;1
x . SEAL jf q,
River ___ _________-.__.- __ .____ 1
44,
Ai
Edge Bottom of Decking Minimum Ofit Above , k
Wetland Substrate ,4. ° , '
as
c1ci
Finished Deck Elevation & Guardrails , \
3 1 / 12 5 _�._.. Per Appropriate Building Codes & Owner
,,,...--------,„, ..› \
z
NLW = O _ �- __
-- - ---- � I 1 II
- - ---- ____�.____-- u I i I I 1
_ �I !
.w__ _-
River Bottom
Pier A Section -� _._ �.
Scale 1 " = 20'
C..)
Proposed Timber Piling (Typ) `o z
Spacing & Embedment ..,,
------- Elevated Earthen -'--•--0.-- ;- ` a N Per Building Codes and i o
Coastal 404' Coastal 404 404 WalkwayPath �; ru , 0
`� Wetlands Appropriate for Loading 404 ° ,
cti & Bearing Conditions Wetlands Wetlands Wetlands Wetlands Wetlandset
N
If rg
.� -- - zo--, (Upland) -- (Upland)
1-----c:
I - i
1I i i
N I I I I L I I I II ! ! I 1 I II II I II
c"L
.
x>► pCl
I ►- I I I I �
1
I C o UI U L. L I �I �� i I I jI II I 'U `+ II i I �l I�
t , [ d U J ti it U!, 1 1 I] . 11 -
41
cn
6 5 3 ' _- - ___ _____ _____ __
Pier A Section --
Scale 1 " = 20'
7( ir
nI DATE: 6/15/10
C�i_ I�_�__ l�_ �� PROJECT 07--072
__._. NOT FOR CONSTRUCTION
DRAWN BY: JF
SHEET: 2 Of�1

// / \• ,\\I//� '� REVISIONS -
/ / / ,f I _.Uplands '. c 1/25/2012 Per CPSI
Surveyor's Notes: / / / - ( `�//
/ I \` 1 2/6/12 Rip. Boundary
1. Normal Low Water is 4± Hours Past The Published / _' e / r' S`� t _� -+."' rV•� �� 404 'ill,fr'� / 4 !' per CPSI / ACM
Low Tide Time At Bogue Inlet Based Upon Field t 4 � `-a _ �'`
I `f I �---' ) �.. ----.-_.��� Wetlands ✓'--
Observation And discussions with Local Property " \\I fig ~ �,, Lines ., \ci.
'�Owners. / { I '``� � . \y. 2' ` ., �, -l--• "�, 3/5/12 Per DCM
Coastal4. !
2. No Visible Submerged Aquatic Vegetation or Shellfish. �' t \/jr Line r 1•4 Wetlands Y-, � ` � '°�"J . �,�) I 'l' I' vi
!/ Jy %
3. 404 Wetlands Line Approved By US Army Corps of ,1(/ { \ ��� °�,, � ti°4. � \�I�/f� I ! /'�
�•.
Engineers Dated 12-19-07. I l ` �� _4� s• -___ __- ____ __
i i � $' I
4. -11.0 Relative Water Depths Below r r • { .„, w ! C --- - --------
U - \ _ g
Normal Low Water. p =� I ,,,� o Ac D 6• "f !o 'l,' !
1.5 Relative Landward Height Above 2 t ^ //, ----- _
00
Normal Low Water. } ! _ — r' \��i'! `� `^-..,.,`',..---'.,'"•'" .-
These are not elevations. . e 1/\\rl//! ��-- (l \� 2
!
re
1 1 i 1 X n.y ------ _- ^�, f ,\\I//% / '-r � .2
5. Survey Work For NHWL On 2-3-09. 11 V t / t/ N. I ` ~' �" I 1. --'"- _ _____ ____
(
Survey Work For Water Depths On 2-9-09. �• t I �, y Pa For Pier B / 1 V ti��//� I I 6. Canals Are Not Navigable At Normal \;')...
• // } �8 ` \ •�\���/, I I / /� *4Fa
Low Water. 1 - r7
7. Coastal Wetlands Line As Flagged By 1 1 \ \ -- " j
V / iJ - _�~ -y
Pittman Soil Consulting. Canal i e 6 *\ ` ✓ \ / t� - - --
€ .. Uplands �`�- I \�
1 0 1 / ' i �. Elevated' Earthen ( . \ •__.�_� Coastal / \ ------
\1• Y = — `Walkway Path ' --,,,1/4ti \` Wetlands •��.
'k, Line \ \
�'''•.. Match •'''i; y \ V \
N
\ Line s��"''• ` \`\ V V \ \ oaf
.,
1.,,.6.
o,� _ �� \, Wetlands N.5 N. ..... 404 i '. \ \ uJ
_..__�� _ _ - 1 ~\ '•.. \\1/,. .�,,,,.,--- -m------_ Li n e S \ �(, \ \ Q C4
/ / l,�' '5 a cCa
Z C
V U 1 i /4, I C� �,
i '\\ ,s
,,
an
. Z V .
I
White Oak r�'1� �r11 ' S"`' 2`� __ _�_- - - ,� I l/ I
\ _C in v rI/
v /
- -5. .c... LU (L)
COc: ci). z: 8'
� - N � .
,--- --- i\ljd. Canal Average Wid1:h 18
,��u-r 6ti'a t t to o dy Width 667f t F
;C--- �c1 _---_ - _ _ ___---- -__e_ N N WL- _. lif
_._.-.__ _ __._._,.__ _. _River
____________________I . 12 g - i f / � '
4,:__LI 00
. C�J
//'4=166.8ft 1 1 eft Pier Length 1.2, - __ _- - ._— __.__ __�___..��__ -
1 R� ca csi
GRAPHIC SCALE 5 z 1 n \\, 1 1 1' U- �•6 / 1 \,;,'. �,•� t/ 6 f� `] Gs
Shore 50 0 25 50 100 20C1 ji L_ 6 ,- �� 1.1 rr ! •• r l LLI ) r ui
Line �A J 1' S 1` —____— / � — 1'=__ _,_.......__. ___, a ____ __.._______ _�d� _ ........_._—_---1 1 1. — __ - '-
-, _______T• r
o -�_.— .wa-••-- .��. Canal y �,'6 (� C
Proposed
' E levate r Earthen _ 3
m ( T�1 FFET ) P
,,
inch = 50 ft. ® a 0 @ .? )0.57t•1' bsetNal a ti "P .'�1.5 \'5 1 d h Walkway Path L. U ro
rm
u� Pier B 6 7 $ ® 10 1 5 Cbseivatioii
tt
0
V '`� Match
�� � .lk _r 9 f 1•"� 1.2 �` `•,\\1/, Line '`fir'•
7� 1 �\1° -.1��' 16•� �\.1 6 1� k �11 y "'7� 1'7�-� -- h ` `.\/i,- \ q � ,
.-a 6 - NHWL 1 ___ _ '' �
_---__ ----- ,- Canal Average Width g .__--,__----•_w._._ __-----_--__--.---_ - -...,_-- _ .� ' _. • ----
V COASTAL WEl LAND _ --- _-_ y�- -__ ___ - ---_____. , —.,..•_._._ _ •.. �L� ••
r—
Pier lC1I`7 \\I/ir ao WETLAND / V
____________________ ._\ \,1-,,,r-4,c,.,o4\\'' \'°',i...
0 ,
-- -
\,'/ \i/ ._........__\\,,,,_
i1
/"
-- ........ _.....-
..s. N..
, \__N____
\\''':::5.,') 01 I'1.4 7)i•4I,k-i),:,..i4
d
River \
Edge
• 0 ' �
_ ____ _____ ___ _______. _ �__ J 5 4' - --- _ _ _ - . _,_. ______..______._._-v__ - ___ _. .. . . _.�._,_._ _____ �'
_____±..._10 mil 1
____ ____
_ ________ ..........._ .... _.
______ ______
......
_:.____„=„.....__._ _____
I
10 Raver Bottom
il
I I)
_20
Pier B Section
Scale 1 " = 20'
Bottom of Decking Minimum 3ft Above Proposed Timber Piling (Typ) ., �,
Wetland Substrate y l� z o a
Finished Deck Elevation & Guardrails Spacing & Embedment a) a4. .= a
Per Building Codes and c " rn rJ
-� Per Appropriate Building Codes Groner Appropriate CD C
J ' Q e+' 00
for Loading s c� a, �,
& Bearing Conditions (13
`'
� G - .�{ n
• - - W f 1 ��� I v I r �— J � W _ v p �__ . Q� a u
I
i_._r — I I I I I I �I
I , I _
,._. lj
I I I I I I i—�I I I I I I I I I I � � � � u u �l � � V u V � V _ � J �- U u _ � I , r I �
E
CP
— - 7 21 ' ---_. — - __ _--
Pier B Section
Scale 1 " - 20'
_ _ DATE: 6/15/10
�F.)a liliti- fi' r ? PROJECT: 07 0 2
\ NET FOR CONSTRUCTION ,/
DRAWN BY: JF=
SHEET: 3 of 4

4
REVISIONS
1/25/2.012 Per CPSI
•
Canal
Beneath Pier Provide -�-- ��
Min 5' Clear Height
o from NHWL for Min 6'
Span over Deepest Elevated Earthen
a) ozi c Section Walkway Path --.--a
Coastal .� _, Coastal 404 --- —
0 0 Wetlands y Wetlands Wetlands (Upland)
Il I 'f - ram, -�_�-_ u..i
�� I l i I I I I II u II V a. $tf)... L-
Ln (Minimum) cC
r 01
W � co u, Q
•_
_--___w
s
C L ( C i-
Pier B Section (continued from Sheet 3) ' , u ° u�°
LU � = t
Scale1 " = 20' • >2
-I_I v c W o
°J a
IU
�!�vy .J a o
ti..d L t,u O
_ _ (,,,,1 - 0 Lt o
9 ' x12 ' Liu a) NW
c
Gazebo � '- 7D
w 16 " Fish u
Over— hang - 24'-- Clean Incli
Station
.._
' ,_,,,,,,,,,,,,,,„,„..,,4,,„„
9 '
8 —15 Typ � Cro� s ) P
,,3 � �12 d@Tfi f ' ' yy
C.) i r_ b
I' I 1' �
4., ti Eka ''
r cr
�1 . ... 4,4 rY.
70 ',"ar`��t'� p�'a ' ",.
r
ES , . 0 F3 Typ iid,,N., $1?';'''-*,N.4".
t • r
16 ' Typ
C O
Ili
D 3oct
(1) -1
_►. 0 Lifts ( Iy ) ---- _
P—__ , Finger Pier Boat Lift Boat Lift
I __-.-3'— .—.___. 26'(+/-) 3,_.__...
a
CJ1 I-, 0 -7 c Guide Poles—�\
. �-I !� Top Beams —.N �`
/—
__ I I Stringer
-.
rn e r Girder I ,�,�,�,� C \ r _l amii s
� h F i s Cross Bracing � I_ 10 _ _._..._�.__.__
--. --6 T ����
Clean Inc y [ 31 •
Prl sic
e 1 Cradle
Station Beam Wood �'
0 = NLW
Bunk ( I - -- { 3 '
—``""�-- Q s e r vc t i o n �_. ._>Timber --+�- Boards I 1 ,5�
_ -�` � Piles �- _ j_.___ _r
J d
73 I a t f o r ni -Existing Bottom ( .. o
\\\,/
� � o
14
cO�rn
Pile :mbedment(s) per
i/ o' loadl►g & applicable codes - = — I I _�, < Co: i v
.
w
Proposed Pier Pan view
Pier Construction w/P.T.Lumber,HDG or Better Typ Layout far
Fasteners&Appropriate For Use&Location A & Pier Construction w/P.T. Lumber, HDG or 7,000#- 13,000# Capacity
D eta I I s Ty-) 3 Better Fasteners &Appropriate For Use & 4 Piling Boat Lifts
All construction subject to structural design,selected Location 1„ _ 5
"�
manufacturer specifications&applicable Building 1 — Q (BOAT LIFTS TYP SECTION `•
Codes&Standards. l.� NTs ,) All construction subject to structural design,
selected manufacturer specifications & All construction subject to structural design,
applicable Building Codes & Standards. selected manufacturer specifications &
applicable Building Codes & Standards.
DATE: 6/15/10
P)
OT FOR {C ONTUCcIO N
PROJECT: 07-072
DRAWN BY: JF
SHEET: 4 of 4

h
Wetherington ti_
' Landing Rood
a
a
Riverwatch
Tract A u ® � D.B. 13 , PG. 298
Section 1-A
_ Flood Line
j14 //�� Camp LaJeu� gj
/ Idgevw Cherry Point I s _ _ �� ,� n,�,
�/ 5 ,
Molly Lane l,� ► 4 Q' / 1 I :4 ' Cl
���, / Harry H. Barker 0� 11a �ti\-
Q.` 1 5, I i ( '�3 % / D.B. 950 Pg. 72 Cj�• `�'.o / z ��
White Oak ).
I Tract B • / / Cemetery t�- , /' C• -s x NV / 503 53 04 E �'I
River i\ "PROJECT" 0 ' / • r\-1 ,A( ( �S�T y / . z163.79�/ a.�\`b
r ----/
, ,,,
1
, �.L�L /�� .., , Now or Formerly L. �� -�� DEVELOPMENT INC. �\ �� �� /� , , o /,,l A°`
"� �' Mcl lurtrey 2�, ' c �° :1" 21.26115"E
r► D.B. 226, Pg. 272 D.B. 1160 PG. ��1j pub\�yq� i \s 58!60'
White Oak t� O ' Residential 273 / � �,� E°� PG / —0 . i% '56'15HE
• River N87'35'35"E Cn `O ' / / ,° '�o,. / „ -��' � � 42.02'�� E ! / i� ( ,LSO StitItit'i 512'56'15"E
1 I / ! / �� i g2 -1 40.95— -J�_ l/f �- i%��/ .A\�S 210 50T06'15"ENow or formerly ;■ - _ _� a��.� b•_► - 1 86.70'Judy Barker Odum 13ridge Vier �- -' , .yam �� ?. I 404 l �i 519'06'15"EV1Clri1t S�Ceteh Joel G. odum Lane t12' TRACT A --- /, ' 2�3 Wetlands` 36.40'NOt t0 SGCIIC D.H. 859 P. 559 Gravcl/ Sq, Ft. / i�'� �_� / / 551'05'15"E t Q
' 242887 `•Dirt Road ' . uj .,� +•(RecesstoI Now or 5.576 Acres ���'(�R\GP\.00PP / of-way fOr Nig
�i� 25 a,Iv . . A\ r ^/ , 94.80 N
Now or formerly formerly N'\ pC'\ RP / (light' sing �� o 2 i' p z 8
Lucille B. Tyndall en "y) Albert Bates OR fox--5 OF p\14 / crossing 4 recr� of \ \ Wooded 41 ut Reserved by r1�rl Land N
pg. 5°� �i o > Develo t Inc. for :a
Legend . 171 �p SSG E� � 'ZA \ D 8• q0 4 O l Area r ILA JIrn possible future road use. co
D.B. 817 P. 693 -� D.B.D. 10351 Age / l56 �� 5 �' Development, co
7
- Centerline N\'Cti \A�/ giV P� �—i ���`. \00 I I wk.'
Ll
I • �' tr • m Owners of Lots 4 t 6
arty g V �v P 2�" Of'� 0\ i� (3) 5\ / ( t •..-'C • do not have rights to tL Q
D.H. - Deed Book a—ro rn �-� P L • �(- \\ °� 2 a' •
\ �'°y ? I3 possible future road use Z
Ex. - Existing NOw J Susan S. „� o Q GPI / • R\�"p- �� G 5. ��� \�,\ 1 'q• �' •1-��t�•-''• i in unless rights are conveyed
M.B. - Ma Book Billy Oa, pt-,d 4 w r / Rpp•9 21, pF r1•p.cry i� q0 ,L0 O t�R 1i \ l in the future byM+<M
NHWL - Normal Nigh Water Line TOTAL ACREAGE 133.13 Ac. D•B• �.—TRACT B DATA p`- 6` L / / \�G Stitt �� � A10 9�/' ZOOA qp` q0 } 33 \ �� Oa •�� O �� ' ~
O / Land Development, Inc.
Pg. - Page ACREAGE IN OPEN SPACES Now or formerly - OC \S PS Pp,R Ft.• �i/ a� qy` 32 .2 - 1 ,. N
R/W - Right-of-Way OR OTHER LAND USES 0 Billy J. 4 Susan S. t c vkP�O �" /�i / 6�2�\2 31 t•'• �q01 >>./y
•NUMBER OF LOTS 33 Hammond t'p�bAO�' ' i ,-,• et, -.CDO/ /, / -`�! �'S73'O6'45"W
• - Coastal Wetlands MINIMUM LOT SIZE 15, 000 SF D.H. 859, P. 135 ¢\. .— - �'• ," 0 - 10 / _573.06 45 I,d 73.10
AVERAGE LOT SIZE 100,333 SF p= �%; 'O •�-• 5\to�� 28 \((9 ' --� ( `•O `, ., '• 'b i i 73.10'
SMALLEST LOT SIZE 15, 300 SF (LOT 11) to '/ \ _\3 I. `r 'S �' 12 •'� I�( , 536'14'45"W
--- - 404 Wetlands Line CEMETERY ice ,)00" O '•, ,•
- Coastal Wetlands Line ZONE Vacant/farmUnzoned ,�-.5,\�2 „ �.0 - \ 4' 50'R �R ��� O 151.40'
- Normal Hi h Water Line EXISTING USE land / p11 / U lands Access ',,�''S ,• ® ,,� .r 2A\ \ ) F \ 910'13'15"E
g PROPOSED USE Single Family ��� I ..- 9.?, �,�'� o r r' -- P \ Path / � . . ••�O \\ ••c \8S ' ,�� : \ �
-- CL of UT (Unnamed Tributary) LINEAR FEET OF STREETS 2,000± L.F. 61 5 ♦ \> 202 40
12 �.� �� -- -"\ N. b5 44 \ ®% '� 5S / ) S\R — / / , !r' II
••o -- 50' Vegetative Buffer Line SEWER Individual Septic 'r. /
WATER West Carteret '!�;Q6 co �, 1 404 _ \ �✓ 0 (0/ / �� , (p 50' Vegetative Buffer
Water Corporation • x� Wetlands •
::: :::::C:7
1226, PG. 400 POINT ? 27 � ; ./3..,
tiTta
Development)
.2076 I • �� \404 - 26 i�� \ � � �. c 54756115HE
_� 4 , \Wetlands - 1,‘, 2 - \ to10.90'
50' Vegetative Buffer �� e, '� // 24 Q ea' �q(y \
(For New Development) /' / ` '
Setbacks: Community • "-
4. 4
Front Yard 20 feet Dock #2 II ' • i �` • lands 22 21 20 N ,
Side Yard 10 feet �• �• \ p ,_ �" ,, 505'20'15"E
Side Street 15 feet r , :� • • • . )` 'IA-. 4, . N69. - _. 86.80'
Rear Yard 30 feet Proposed Elevated Pier •/ �J \ Access 0 'J ' '
With Slated Decking 'S \\ r�• � ' \ ,�;: ••tl 1 Path I I a . ?3`-•6p W s S05•�O' "E
Notes: • • ‘...,r),. •� _ 404 y!
v4 •�—'.tea ' �/ _ __�I ' / Wetlands.'/ \ . it
I. Boundary data per survey by Charles F. Riggs -" I, ,I / cn
and Associates, Inc., Per M.B. 31, Pg. 261 •
'a J I \ ( i\� ' ^ ' • Now or Formerly
' First 4 Last Child, L.L.C.
dated June 4, 2007 and adjusted to NAD '83 2007 Adjustment- .t' 5
2• . �` �"\ j ' 1
2. Parts of the NI-IWL near proposed piers located ��, • /j P. J i\ i✓opstal • 1 �r D.B. 961 P. 60
by Parker and Associates, Inc. on 2-3-09 and 7-16-09, • • %j 4 • // •4 4 %0, \�_ \Wet iands,I /- I. 50 • 0
and verified by Barry Gutherie with the division of White Oak River /% //' / '>o , y� i ,
Coastal Management SF r , Z • // • '// ' ' / '\ ^1 ' I -' _ �A r.' ��?`� o
•
•
3. 404 Wetlands location per wetlands map by Parker and ._- >�
Lure SA;HQW r • • 4 4 575r / • \ NHWL \ ! -• I •_
If S50'14'15"E
Associated, Inc. approved by Mickey 5ugg of the U.S. .// 4 y/ / a 4 ) , , — - 4 O _• -- )rI. �\ 130.10'
Army Corps of Engineers on December 19, 2007. • // ' ' / / • \ '� Uplands /� �# 1 , •a
4. Coastal wetlands as flagged by Pittman Soil Consulting- t\ C • • r/ • / /• 'I) // /,. .\ \_ ' / ` '
Location verified by Barry Guthriie with the Division of I • / / ( • • / / / • - • , • " • . m
Coastal Management for areas near proposed piers. — �' , ' ' , // , ' , /, /, ,// , ' f , ' / / °\ / \ • • in
�....__ -� \ . // . / (j�/ // . . l/ / JV / far'
• 1 I • //4 1 / / 4 , 2a Jh 4 •//• 1 'l ( \ W . • �\ • • m
• .\ 1 • • �/ /Coastal • • • • • • • \• •
• l//• • /1 t /•We�ttcSncls/ / • f' • Lu
\ / • .. . • //. • • • . • • . • O
4 "\\ \` j i• jr-. " (�i) • l l \\ 4 \fir N * S80 5 , uE 3
, • 415
ri 4 • a 4 • 4 • 4 • 4 •\ / ' . • . •,/ •" ' • ./ • a L . �\ I 4 S38'0?'4g" k ' 4 1 4 25•��.
n • . N \ /� . (�� . II . hi' •\\\ lg2SOt' ��.�%� ••) 1� �� gyp'
4 . •,..., SX,....„...1.2 4 4 ,),.....4 . . /1 . . . If/ 4 al° 4 \\. "---, \kV:, ),.." ,..., .... 4 4 4 4 e /......:.a.; 4'
� 9'4"" 7 \` 1 J/, / / . O. , . 4 //• 4 J/ • 4 4 i• / 4 4 j . . \\ • • :4 '
• Wetlands. V1
O 4 . 4 4 • • 4 • . 4 4 • 4 4 • 4 4 • . . by , 4 at 1 • . I • /l . . // \`� . 4 • • a \\ • '• ;t
4 4 4 • 4 4 • 4 4 . 4 4 4 4 4 - 4 4 4 4 4 • 4 4 4 4 4 4 . • 4 4 4 • 4 4 4
\\ 1^
j /o/ . . // • i-letlands. / . /j• /\., KJ
4 • 4 . 4 1 4 • • 4 • • 4 • . • • • 4 • • • • • f a • • • • • • . • . . a
•
4 4 4 4 4 4 4 4 4 4 4 • 4 4 4 • / / . /� .//• �� POINT
al / / / • 4 // 4 // "A"
• • • . . • 4 . • • 1 • 1 • • • 4 • 41 . 4 4 1 4 4 • • 4 • 1 Comm unit
4 4 4 4 4 4 • 4 • - Dock #1 unity
4
/ //• // ` `Z°' �ty�$�� ly�f.
4 4 . • 1 1 4 4 4 4 4 4 • 4 4 • • • • • • • . 4 4 1 • . 4 4 1 • • • • • • •
4 4 4 • 4 4 4 4 4 . • • • 4 • 4 deli . • • 4 . . 4 4 • • ,/// •, • • /// • //, • ' • _� :p,� ��•
• • • 4 . 4 4 • 4 4 • 4 4 • • • 4 • 4 4 4 . 4 • • 4 4 . . • • , . (t '�I
u 1 4 44 . • 4 4 • . 4 • 4 • • • • • 4 4 • • • • • • • • • . • . . // . , , / I` • • .3....... • • �.
7--
•
`I • 4 4 • 4 4 1 4 4 4 4 4 4 4 • 4 4 • . • • • • 4 • I/
4 • 4 • 4 1 • 4 • 4 4 4 1 4 • 4 4 4 COMMOhT •
. • • i • • • I.
. . ' • • �` • / .�,
• • • . 4 4 4 Wetlands • P •hite Oak River / = t
4 • 4 . 1 4 44 4 1 1 4 4 4 4 4 . 4 4 4 . • . 1
. . 11 4. . . . . . . . . . . . . . . . . . . . .
SA;HQw / /��ar�
4 4 . 4 . 4 4 . 4 4 4 . 4 4 4 4 4 . 4 . 4 4
4 4 4 4 4 1 • 4 • 4 4 • 4 • 4 • • . 4 4 4
•
. . . . . . . . . . . . . . . . . . . . . .
WhiteOak River Overall Site Plan NORTH CAROLINA LIv VIRONMENITAL
4 4 •, •, 4 4 •• •. . 4 4 •• 4 4 4 • • • • • . . . . MANAGEMENT 1�1e
• . • . . 1 • • • 1 4 1 1 . • 1 • • • • Shore
/ For Stormwater Permitting
"`OMMISSIQ
• • 4 4 4 4 4 4 • r g D1V�VfQN OF1
q 4 4 4 4 4 4 1 • 4 4 1 . 4 4 4 • • 4 , . , 4
. 4 1 4 1 4 • 1 Line
CO 4 4 • 4 . 4 4 4 4 1 4 4 • • 4 4 • 4 • • ,fe 'yi
...i . • . • . • 4 4 • • • • • 4 4 4 • • • . • �N i ',v,J QUALITY
�y�
a.-I 4 1 . • 4 • 4 • • • • • 1 • 4 • 4 4 4 �^UALI!
r, 4 • 4 • 4 • 4 4 • • • 4 4 • 4 4 • • 4
,l• . . • 4 4 • 4 • 4 1 4 4 4 4 4 1 4 4
1 4 • • • 4 • 4 • • 4 4 • 4 STELLA LANDING
rY• 1 • 4 • 4 4 • • 4 4 . 4 4 • 4 4 4 4
8 /.(, 4 4 4 4 • ' 4 • 4 • 4 • 4 • 4 • 4 • 4 •
N \" . . • . 4 • 4 4 4 4 . 4 • 4 •
O • . . . • . • • . . . . •
White Oak Twp., Carteret Go., North Carolina
• . II . 4 4 • •• 4 4 1 4 4 4 4 4 4EQrJ
N . . 4 4 4 1 4 • 4 4 4 • • • •
. . . . . . . . • . . . . . 4 11NTF ) 0--1-3-s°9 b[- -
q�/�I F
4 4 4 4 4 '." . •r ` � � F � ` ` M M LandDevelopment
e 4 4 4 4 4 4 1 f:tAs..R1
3 � L.'Glt�x 1 t��:' 1 l: 1_„�til1`st!Yt�' C Ii t,.�"�l1 P1yANidE1tS
•eta �� U BOX 97b tAt: SON%'it.>I_E N : 18,;1 t1 0 166 Center Street
40
, Jacksonville, North Carolina 28546
'O . • • • . . • 1 4 • 4
Ia •
910 938-5900
RS . 4 4 4 1 • 4 1 4 •
• 4 4 4 4 4 • 4 1
. 1 1 GRAPHIC SCALE: 1"=200'
DATE: 11 /5/09
3
0 100 200 400 600
SCALE: 1 "=200' . FEET
a Parker & Associates, Inc. t1o,�,,�
cn Consulting Engineers — Land Surveyors — Land Planners
e* FIELD BOOK:Trent #1, Pages 26-27 P.O. Box 976 - 28541-0976
:?=
DISK NAME: ACAD 2054 306 New Bridge Street - 28540
c Jacksonville, North Carolina
a FILENAME: Stella bridge-pier gen.dwg AWG/BLD Sheet 1 of 3
a JOB NO.: S060815-4219
Phone (All 455-2414 - Fax [phone]
sense Number: - 108
a
- D t_C 1 7 2009
BY�••l7t.0 15 (D91,240

LEGEND
Swale Calculations Chart Note:
Elev. - Elevation a
Drainage Pipe Chart ► -
FES - Flared End Section Contractor shall insure that he and all his workers contractors, Landing Rood
Inv. - Invert OUTLET Area Q10 Side- Channel Velocity Velocity ( �,
ISF - Iron Stake Found Section (acres) (cfs) Slope Slope (%) (bare) (fps)_ (grassed) (fps) subcontractors and other site personnel) do not damage construction v
D.B. - Deed Book AREA Q10 DIAMETER GRADE LENGTH VELOCITY 1 1 1 'al S 48 5 J. 0.72 2.85 1.25 stakes or other measures used in laying out the project whether by Tract Aa
PIPE (acres) (cfs) (inches) (ft / ft) (1f) (fps) , the Engineer or another entity including those under the employ of the (I)
M.B. - Map Book p 2 - ." . 1ti 8.42 5:1 0 .42 2.59 1. 14
Pg. - P A 4.29 15.3 8 24" RCP 0.0063 4 8 6.4 2 3 _ 3 i, 8.;4 5:1 0 . 48 2. 7 4 1.2 0 contractor. Contractor shall cause his workers to observe and verify �'
RRA - RipRapApron B 1.08 3.8 7 18" RCP 0.0 0 5 0 4 0 4.2 5 A -i% practicablegrades
® Pr 4 - 4 4 . ':�3 5: 0 .60 2. 56 1 . 1 4 to the fullest extent that stakes, other measures and
-
R/W - Right-of-Way Q=CiA are, or appear to be, accurate and correct, and immediately, but prior Bridgeview ./, /���� G rP Lejeune Br•id Cherry Point
Typ. TypicalQ=ciA Friction Factors to any associated work, notify the staking entity of any potential conflict, Lane 4/id /// I Railroad
c=0.5 RCP = Reinforced Concrete Pipe C 0 4 n=0.02 Bare Earth error or question regarding the work. The Engineer shall not be responsible 7,,!/
tc=5 min. = Second ._ ///
-•f- Flow Arrow CFSCubic Feet per i10=7 .1 1 �_n 'h.r. Swa1_e :1-1 4-4, tc=5min. ) = if all of the above measures are not strictlyadhered to. The Engineer shall / �
/ ( S i n, ) n 0.0 6 Grass g Molly Lane el
i10=7.17 in/hr. LF = Linear Feet il0=5.57 in/hr, (Swa'r 2-2, te=l3min. ) v=1.49 R 2/3 s 1/2 not be responsible where due to damage, his staking can not be verified. ��� 44
(26) - Lot Number FPS = Feet per Second i10=6.67 it/hr . (Swale 3-3, tc=7 .8min. ) n For critical or costly components of the work, where the contractor believes
that staking may not be preserved, the contractor shall request the staking White Oak '
Pipe Label NOTE: entitytoplace staking in an area where its A Note: 9 preservation can be insured. River % Tract B
1. Contractor shall use invert elevations shown on plans �� "PROJECT"
1 . Line bottom of all ditches and swales with American PROJECT
X 101 - Proposed Spot Elevation for construction. Grades shown above are rounded. Excelsior Curlex Blanket. ,� j`r �'/
O2. Pipe lengths include flared end sections. . At
0� - Swale Label 1
- - - _ - - - Coastal Wetlands r -a N 1-I. Barker White Oak
•• - Proposed Ditch "•' Q an#Others River
Wetlands Line 2�S D.B. 950, Pg. 72
® - o - 50' Vegetative Buffer Line -0 (V Cemetery
- - - - - - - Ck of UT (Unnamed Tributary) (? `� /
x 7.9 - Existing Spot Elevation �2Q �Lk
�� - Vicinity Sketch
SB#6 $ - Soil Bore ID And Location kiy� ` ��� \ --______/ Not to Scale
TOC - Top of Curb R/W - ~` L �� f GENERAL NOTES:
\ �� r.�_ Wetherington Landing Road 1. Entire tract is in Flood Zone AE per FEMA
„`~ ` ' _' map CPN 370043 5346 K (Carteret Co.)effective
- a N.CS.R. 1101 - 60' R/W ,//4� 4
r ,�,- ",, i Nov. 3, 2005.
�' f / 2. All streets to be public (Department of
Wooded 114111 -- - - Transportation).
United States of America Area 0 cone. I ��"` ` •- "� �- / 3. All rights-of-way are 50'.
headwall-• `` I - driveway
Camp Lejuene to inv. 6.02 ,\I l 1i D2 ` - - -- -� i R o Wetherington Landing Road Stella Road.
`� -- �_ -1►� 4. There will be no direct access onto
4" C44
inv 5. Payment will be made in lieu of land dedication
Cherry Point Railroad L.F. 2spreader with Right of Nay For '� t•.2 A,' 6.02 -� A ay
a'arad 24 •' Vegetated Public Road *.l ' ► s'` Q..ditch No Visible Road-----_. _� 7Il A for recreation.
D.B. 252, Pg. rn alter Min. D.B. 252, Pg. 171 ;1 1� Side Ditch
M.B. �, Pg. 77 (Min.) 18„ r,�.� rC f. Wooded N. XI 6. All lots shall have a min. average lot width
I_, I_,� _; rcp _ - ii�lt ;111 .-- - Area-�� ` _I_I_I�1li��-� 7 of 80' at the minimum building line.
-- �'�''�'� -MN NM---'11�NM-�''�I�! ! )-1�1�1�!�I�MI I�'MiC-'lrlr!r 1■t 1-'V. 11111111111111111 'I Deve opment area as agriculture land and partially wooded.
3 �• ,�� _Ind___'_I__I_I_I�_l_I�I_I_I_I_ ; - 8. All easements to be drainage and utility at
I ✓J 18 rcp ' .�''...---____=‘,, 5.b2 \ R $ 9. Thidis project not within anensions shown, unless y�araeas ose n ft�environmental
!/ \ 7g N concern except as shown.
__ `..- - / / / '''_ J' _ _ head •1 �- `''� - 10. Stormwater from this project drains to the White Oak
- - �- \ t - _ f� / -.y ditch \ - River which is classified as SA;I iQW, and is part of the
• 1i��' W
White Oak River Basin.
I \\ \ 1r/\\/1 _ \ / \ \� 4'çr !, o'
/ ,, ' 12. 1 eascrnentso Y
-� / � / I \ I\ \ Flood / Flood l Public drain ak utility
I Ii U lands r\ ` /
I 20'ne l p Zone AE Line / / easements at dimensions shown, unless otherwise noted.
I P IlkI f I ` \ (Elev. 9) / (Typ.) Easements shown as or
i 1 � � . VO . �/ TOC - / i
\ Etd�ated P -r • 7\ 4.5 11. 5:1 SaLale !Jim32 33 I �/ 0 / �404
1 With Slatted / / •. X / I 0 0 I
\ 7 20' I I Wetland
I Deck - / / _ 6.8 I • / 1 1
' I 5.3 \, T �
\.. +/ / J Swale / \ \ /` Swsate, E1!'] / Easement For i\
- - - - - - - _ - _ - - - L - - - - - - - - _ • _�-__ �T /
•. / m l jf/� CrossingAnd Recrossing ��
Community .�.���� -� f -l' �1 A ...�., ..° ... ... .. A� ... ... / No BUA Al A
�
/ /" ( tucatian) ,
Dock #2 \ / _ ... I
�, / \ 2 �1 \
l \k /// /1 ' "® _ �,� ���20 •. \ D B. 52, Pg. 171 x\-a 7.6x 8•t '4 8 7 x I� • See M.B. 31, Pg. 261,EI= 9" ) ,.„,--- '
1 ' ' �- 1 /�1 Comm aty�� �' ) - - - - •
- / /�\1 - /lock / 1Niiiinxlic31
( _ _ _ .__ -- --t - - -` - - - - - -/ /' ,-3 J / /
Wog. I
1 \\ -� Y ( f L-\ Swab ' { � / l ` r / //
/ Coastat 1 i 20 l
Wetlands `a I } �' Ir`, � �\ I /White Oak River `\ 1 I I I 11 O 4 0 j I i //
SA;iIC�W / \\ •
\ Ir, 4.ea ' I j -'z- Inv / ��,,'/ /'' ;.ES Ir� 4r -20 existing e, -existing I / ^ /N\ --- ---i n 4^3-- .Swale, :I `?.9 5.4 c. 5.2 / /
\ 0 - _ _ _ SWale 19 0 // / //I ,
\ \ ^` ► �,... .. _ _ r wale �' /� /
/
i _.. Q \ \ \siswalel 4b / \ ; t / -
_ ._ /' ��
\ 4 \ (�r?,Y\ \ ••• N x `- FES Inv 7.4 / ,,/ Seeding Specifications:
\ )0 L.F. 24' UG► \\` `` ,` J' / )� t0' S•4 \ • '� Out 4.0 �i -ram / t,k, Apply lime and fertilizer and work into 4 - 6 inches of soil. Seed
I / mixture shall be distributed uniformly and covered with a clean straw
\\ l Spreader with \ j I S _ S .,la * �.,-` // 5.0 i mulch. All mulch shall be crimped or asphalt tacked to hold in place.
\ •' Vegetated li i ��, ' `�. 5 R • itt °• // 1.0' 50' 50' Vegetative Buffer Material and application rates as follows, and are generally considered
A9414, alter' Min. `�►�� \ 0 / b 8' • •• , N I (For New Development) minimums. *Mulch rate to be doubled is crimped*:
/ � l �� �'� •� \ •"` � ,,®'� - . I Material Application Rate
I ,"\ / / :��,,�, _ ""�° --s / / Lime - 3000 lbs/
/ac.
/ /� \„/ \ - - TOC • ��- Fertilizer (10 10-10) 750 lbs./ac.
-- / \ �0 3.5 �� r Mulch 2 tons/ac.
\\ `_ ` ' / ��� Asphalt Tack 435 gal./ac. (Max)
�� Permanent Seeding
50' Vegetative Buffer /..,,,----, \ r•. \., © N.~`- --_._ _, 0 / Coastal
U lands ' - + �' �� Common Bermuda
Roads & Drainage Notes: (For New Development) // \ P _ \ - ,� �' / wetlands (Unhulled Sept. 1 - April 1) 106 lbs./ac.
/// \ ` I' .-_-_ \ 4' Access to ®' 1V 1 , / (Hulled April 1 - Sept. 1) 75 lbs./ac.
I . The streets to be constructed for this project are subject to the / / • \ �,�r Community
\ / �\ /- \ \• \ s. �` 21 Dock ' �.� _ I / "Rebel" Fescue 50 lbs./ac.
Department of Transportation Certification Program and Quality \ ` �- / / \ O ..�. / �_ -
- Rye Grain (Sept. 1 - April 1 only) 50 lbs./ac.
Management System Maintenance Version Requirements. The / , / / �.
. / / / // �- German Millet (April 1 - Sept. 1 only) 50 lbs./ac.
Contractor, at his expense, shall provide test results on / /� / .�---/ � / ® _ � ! t ;� ---- / / - L.F. 24'1 CsGr Temporary Seeding
I)Subgrade, 2) Base and 3) Pavement. The Contractor shall / / 0 ` // \� /� \ �\ 1/ /i . I Level Spreader with Dec. 1 April 15
• I It► ' ` 50 Vegetated Kobe Lespedeza 50 lbs./ac.
insure that all construction and testing is performed in accordance / \ I ,, / N
with the N.C. Department of Transportation "Standard \ ' ` \\ f I \ �_ T®C ).a' ` Filter (Min.) Rye Grain 120 lbs./aC.
Specifications for Roads and Structures", latest edition, 2006 \ `\ I 11 .. -- .\_ \ / � April 15 - Aug. 15
• NA German Millet 40 lbs./ac.
hot Mix Asphalt Specifications and Manual, and"Quality Management 1 / .t " \
f f Y 9 \ \ ✓ i/ N.
Aug. 15 Dec. 30
System Maintenance Version", and shall report the testing and/or \ 1 _ % / • , Rye Grain
\ / r, C\ � Y 120 lbs./ac.
core locations, test method, results and D.O.T. allowable range \ /1 \ `/ 1 l- =.'/_ •- _ 10' ��, '?_,t /
or tolerance, as applicable. Subgrade shall be tested for density I L. `\ /� .- \ �,. A ./ /� ^� .f ' �/ ( �# 'to
and shall be proofrolled by the testing Engineer or the Engineer ' `�- \ �� - - / i I \ _ `.____. f' \ € °° 'r
or Surveyor who will issue the Final Certification. Base and i�\ / .2�_ h+' \` T (/ \ - - �r i,
\ i
pavement shall both be tested for densityand thickness. If Parker# , _./ •
Associates is administering the construction they must also proofroll the \ 9 �o ' �\ / `'��- �. a J • ..; .p37 = Stormwater Management Plan
0 stone. Testing for pavement shall be certified by either a professional \ ( _ /' /' / ,� """� ' -B �, I °> Low-Density Residential Subdivision
Q Engineer or properly certified QMS technician and shall be in accordance \ ` c c„ � Coastal ` 1 / *�
dwith QMS criteria. Required thickness for this project is as shown on the plans. I • Wetlands '" � * '
Note that thickness for widening or turn lanes s greater than that for internal streets. \ \\ I. / (, ' A'--i' - - ' 12 L.F. 24" 04G -
�Y.
2_. Minimum Densities:ci
\ ,f '.-� \ Canal el With
STELLA LANDING
N Subgrade I00% A \ \- ,. - / Filter i c ( )
o Stone Base 100% / ` - /
N S D se / 1 ` \�` `(i° '(,' \-: lf�-•.. - � .=/�- I White Oak p., Carteret Co., North Carolina
N S 9.58 92% // // �� `�\t /rill / :•��.�"�"` L White Oak River ( - �/ Tw
B 25.OB 92To / \ ~. \ Upl ' s / NNW / �/02/71
v 3. Notify the Engineer or Surveyor, who will issue the overall Final / \
�' \ f / / I M & M Land Development
Certification, of all phases of Roadway Construction. \ I` f /
co 4. A minimum sight distance of I O'X70'shall be maintained I I / � - -�- 166 Center Street
m1 � / , Jacksonville, North Carolina 28546
v along the right-of-way of all internal intersections. N J .�1. -��_®_ '�
m 5. 20 foot radii at right-of-way intersections, 30 foot radii at `/ ---
/ (910) 938-5g00
co edge of pavement intersections. -,C.
--
6. All culverts under streets shall be reinforced concrete per North Carolina (\
GRAPHIC SCALE: 1��_1 00'
Department of Transportation Specifications, unless otherwise specified Elevated Pier DATE: 1 0/28/09
and/or approved by the Engineer and/or Department of Transportation. With Slatted 0 50 100
200 300
a 7. All materials and practices shall meet North Carolina Department Decking SCALE: ��_ 0 0 -
Jof Transportation Standards. FEET
Parker & Associates, Inc. H �
Consulting Engineers - Land Surveyors - Land Planners
FIELD BOOK:Trent #1, Pages 26-27 P.O. Box 976 - 28541-0976 •,•-
M DISK NAME ACAD 2054 306 New Bridge Street - 28540
o Rev. 12-15-oq ANG - Revise Grading And Swales, Added Level Spreaders and Filter Strips. FILENAME:Stella bridge-sw.dwg AWG/BLD Sheet 2 of 3 Jaofteonville, North Carolina
a. Rev. 11-05-0q BLD - Expanded View to Show NI-1WL, Added 50' Vegetative Buffer JOB NO.: S06o815-4219
Phone [phone] - Fax [phone]
C Firs license Number: F-0108
Li

50' RIGHT-OF-WAY III.•-
1
6' DITCH --01.- -as— -wa 20' PAVEMENT 6' MIN.
1/4" PER FT. MIN. 1
SF9.5A — SHOULDER
1" PER FOOT
1—I I 1 . - -tiG"
- - - wain. Tol • L - � Grassed \'ege ted Filter 50' (Min.)
•/_ .I- 3'• 1—III- To l evei, Slope—iI1-I11—II I7 A.B.C. Pl , for. BMP ppes,I _ Eli,s ti , 1- Existing 6" I'6"
=III-III-I I JGRASS
1—! 11-11 I- r 6• / f Wetlands
I��I/2" R
3,.R
1/2" R
Tie Slope •* W 'a = See
24° Curb it Gutter
Section Detail
S.T.B.C. OR A.B.C. 24" m'l
RESIDENTIAL COLLECTOR - LOCAL RESIDENTIAL
LEVEL SPREADER DETAIL TYPICAL 24" CURB & GUTTER SECTION
Not to scale
NOT TO SCALE NOT TO SCALE
•
TEMPORARY LINER
INSTALL PER MANUFACTURE'S
DEPTH AS RECOMMENDATION
SSHOWs ON
''''2L—
---41
1.5' LINER WEIGHT TO
5:1 TOP OF BANK
SWALE DETAIL
WITH TEMPORARY LINER
NOT TO SCALE
•
— --- 7
O \
0 \
f \
3�
5 D ! "P 11
1 I
L':•y•
--I-- A!- -4---- -i - \
" '• CHANNEL a
iir
I 20' I `\01111////,/
IN CHANNEL 115' \\\�*lc . GAIQ0e',
PLAN VIEWS I °,,r4.4it~SS/O.?,�• %
D 5O' KW = .
1 , MIN. SEAL r
. 34978 • -
I rA'• G E*Qk•
'A--..�.��.fl:•; ��..��y��� 35' R G' 6' 3' //�/Op A. H�`\�\�`
S
Hi 1111 \
,•!• s•%••• SLOPE AS REO'D
I/2 D —��-�1"PER FOOT
lainI/3 D 111—e , _
RIP RAP
SECTION VIEWS 1 Grass I I h I 3-/ • -3p�
Surface a I l l I 1 I-1 I —) I f n /f�,,,/
MEDIAN STONE DIAMETER = 6" UNLESS OTHERWISE I I III I I I7- P�f d'q
NOTED ON EROSION AND SEDIMENTATION CONTROLG -1PLAN. � ,—� I
-1 I !-I
I. D = INSIDE DIAMETER OR WIDTH -
O OF CULVERT .r Detail Sheet
2. MINIMUM STONE THICKNESS TO BE
a TWO TIMES SPECIFIED STONE DIAMETER. S.T.B.C. OR A.B.C.
co3. FABRIC TO BE INSTALLED UNDER
o RIPRAP LOCATED IN SWALE.
LP 4. FINISHED GRADE OF RIPRAP SHALL BE STELA LANDING
AT INVERT ELEVATION OF PIPE.
$ 'NOT PLACED ON TOP OF GROUND AT
STYMMETRICAL CUL-DE-SAC White Oak Twp., Carteret Co., North Carolina
INVERT.• NO CURB AND GUTTER
di PERMANENT RIP RAP APRON D.O.T. STANDARD M & M Land Development
t NOT TO SCALE NOT TO SCALE 166 Center Street
T Jacksonville, North Carolina 28546
a
(910) 938-5g00.n
a GRAPHIC SCALE: 1"=100'
DATE: 10/12/09 0 50 100 200 300
mommlim
e SCALE: 1 "=100' ���
FEET
6
Parker & Associates, Inc.
15 connoting Engineers - Land Surveyors - Land Planners
FIELD BOOK:Trent 1, Pages 26-27 P.O. Bog 976 - 26641-0976 ---
906 New BridgeStreet - ll0640
DISK NAME: ells 2054 Sheet 3 of 3 Jacksonville, North Carolina
FILENAME: stella bridge-sw.dwg AWG/BLD
�' 12-15-Oq BLD - Added Typical Level Spreader Detail, Removed Rock Check Dam Detail - _ _
Rev. 11-05-09 BLD - Revised Sheet Numbering
JOB NO.: 506081 5-421 9 Phone >P10 466n 1 mP (010014 -5441
ro
J
J

1
-o
L
a
313
c i2
Wetherington s. •
Landing Road
a
Tract A
Riverwatch
a CD-if --7 Section I-A
ti D.B. 31, PG. 298
r"+ a Flood Line
11,-•.�•...— � Camp Lejeune a� I I (TYPO
Bridgeview Or // / Cherry Point Ct. O I N
Late flap4,,,, // Railroad u � I - I 1 � �f'5 , /
1
Molly Lane ',� .� ' �+ ' I 4' P� /
�� Q 1 _` Parry N. Barker C)
4 V"
White Oak it Tract B 0 C� I / / Cemetery y v Pg. 72 �� - � ps�� / 503'53'04"E o1`
s\ "PROJECT" / �j / a
River t ' ��� GV 1 /' 163.79' .\\lb•
-----/
v � '/ J Now or Formerly �� -�� DEVELOPMENT INC. `�\ V..I '� oa Z / / IS„ //'j'R
' ' McMurtrey L. ( 2 ' V / ��a ro / S., 21'26115"E
C� D.S. 226, Pg. 272 _' D.B. 27730, PG. 3�\� p`/b cO) /:��\ 58'(e,0'
white Oak Residential / ��,,�� E pG / '/ is „
River N87'35'35"E / / base' • \ot0 t / ���� •. 42.02,E
308.95' -- - ----- ------ — -/ L _ _ _ _ i , ,_ I- X / 912'56'15"E
Now or formerly :■ — —___ _ -- __ _- Q ..i'� 4)'.► ' - i 86.70'
Judy Barker Odum 1:11Bridge View I �— �- moo- ? - 404 ` 1e 519'06'15"E ,�
# Joel C. Odum Lane t12' 0'� ` ��
Vicinity Sketch D.B. 859, P. 559 Gravel/ TRACT A f-- ' 2 Wetlands 36.40
242,887 Sq, Ft. i i �� I 551'05 15 E s Q
Not to Scale Dirt Road p i� 94.80' la
(Access to Now or 5.576 Acres cit ,,42..\ SOP / of-wM forng �5 3 A\' �i p
Now or formerly formerly C'\ �\ / i ht- 52 2 + Z r
Lucille B. Tyndall cementary) Albert Bates Galt F°OF PNl W / crossing 4 recrossi ,�\••� a0by O
ti 1 Wooded. /. �1' Reserved M4M Land N
Legend D.B- 817, P. 693 _ 0--\ D.B. 1035, NOVkytP��i ( A \/ D p. 1 °, 'g' '���� ,,� O ) 1 "g�lM /m possiblefuture road use. rn
Development, Inc. for
. 171
0,0 Area imL m
CL - Centerline & vN\10\4- ?PRGtiv P-( i i �•� \00 3 / I 1 Owners of Lots 4 * 6 N 0
D.B. - Deed Book erly J s '1,0 P '2' OF'W O\ s i i� O b\ l \ 4 do not have rights to 0.Q
Ex. - Existing Now Qr c�usan `� �. a�i P�\P / \(GO' \\ �� \oO \ �/ �, �_ \ \'o Z 3 p z
g G possible future road use
J. ,a�' 0 4 P G 5 �i \ 1 �• �' •\ �l l� unless rights care conve ed
M.B. - Map Book Billy Nan'nrr1al w E / OpO 21, F a rrs �� AO O �O e,'R T. \ ► , g Y
NPWL - Normal Nigh Water Line TRACT B DATA p�426--- u_ / \\.R $, .1a O pc ��i yy` qa 2 �q� (b> ap in the future by M#M
�` 1�' i A .% :� Land Development, Inc.
g TOTAL ACREAGE 133.13 Ac. D'8 w tY / g'�\\�y P�tiP 1 \A•,�y� sv- q0 :e. 33 \_ N ofY •4 �1 _
ACREAGE IN OPEN SPACES Now or formerly W Ai O P` P F - e. A5 ° IC)
• a���
Pg. - Page \ R t• i �-. a .;, 32 �' - I N
Billy J. 4 Susan S. c V4 p / fv� t� a� >• J/• 1:-�► "R/W - Right-of-Way OR OTHER LAND USES 0 to P� 50" •-- 26\1 31 tc. >
• NUMBER OF LOTS 33 Pammond �.. G�-�.OF41AO�'1i� : ®i •' .• 0y :�q1 W O O, !, / "573 105 W
• - Coastal Wetlands MINIMUM LOT SIZE 15, 000 SF D.B. 859, P. 135 R\ /�i \l ,• ors- 10 - / S73'O6 45 W
AVERAGE LOT SIZE 100, 333 SF dY ,!; ice' i- 68 `y • ' / . r� 73.10'
- - - 404 Wetlands Line SMALLEST LOT SIZE 15, 300 SF (LOT 11) N i��/ \ r -1• \• 2S \VA \dry ,� i• ��
ZONE Unzoned CEMETERY 2 ��� vt, ��. \ �" ,� 17 ( • 936'14 45 W
- Coastal Wetlands Line �g1 i 4 3' 151.40
- Normal Nigh Water Line EXISTING USE Vacant/farm land ,2p 41 /� Uplands - Access 50 R g :3 '' '° ,,,..,‘4‘......,.. OA\ \ ) v S10'13'15"E
PROPOSED USE Single Family �r� I .4.". r \ Path / �� �'� l4 \ .r S \ ✓'
- CE of UT (Unnamed Tributary) LINEAR FEET OF STREETS 2, 000± L.F. 6�. 5 �' ` _ , ,, ,) \� \ • 202.40'
50' Vegetative Buffer Line SEWER Individual Septic ��I— �� T_ ' � \ b5 'e% 5S'' I 5\R _ '/ /
WATER West Carteret ��;c� �� • 404 �. / / ® \ `\_ '''__\O I 0 40 ( 18 i�� • ' !' d�,j 50' Vegetative Buffer
Water Corporation 1� e4 Q • !, Wetlands ``!., 27 `� \ry t•, \ t5 • l -� )r &o (For New Development)
POINT .2' \ �b _
DEED REFERENCE: D.B. 1226, PG. 400 \ ry \ \ \ • ` I
PIN #5357 .02.67.2076 ,B '\ 5 ,► / 404 \ 26 °•2f �— f ~ 0 463, ! c. /• 5475615 E
- C • • , . tWetlands • A i� \ \• c ,
50' Vegetative Buffer / ,/ ♦ // 24 2 i �q(o% .-, - 0
(For New Development) ✓ • `, , \� 19 I. '
Setbacks: \ %'''''''.-.
:�• ' , ,
1
Front Yard 20 feet Community • • • , 1 \ jr • 22 21 20 0 �"jN'�' ' �.
Side Yard 10 feet Dock #2 •• /• • • • �\ , a .� pi ands - - 1 Nam__ S05'20 15 E
Side Street 15 feet �.� , '/ •\� \` 'I 4 I �� N` - ' 86.80'
Rear Yard 30 feet
Proposed Elevated Pier , .I 69' 4
� - 4 i
With Slated Decking , _ .53 \\ / /!. v � _ Access I , I e3� 2346�„yy ♦ 505'20'I5"E
86.80
Notes: • N .�. h . i ,_ __�i • / wetlands.-2 \ -; • -
1. Boundary data per survey by Charles F. Riggs ti \. !/ 1. .4 j' - ��
and Associates, Inc., Per M.B. 31, Pg. 261 — I • Now or Formerly
dated June 4, 2007 and adjusted to NAD '83 2007 Adjustment. •I*/ ' , / 52*' , ^r 7,^N '� , % ' 1� tad ; J- I1 W First * Last Child, L.L.G.
2. Parts of the NPWL near proposed piers located _ • / // \ ! \ s j / _ • D.B. 961, P. 60
by Parker and Associates, Inc. on 2-3-09 and 7-16-09, • %• • • // • . •/�• � \� \Wetlands,I - / I. 50 o
and verified by Barry Gutherie with the division of Shore White Oak River Z , /j , ' , ' // / /'�'bi ,� y� , !i 1 `. �- ��� - Wo
Coastal Management • // • •// a N �� ; _ .' . .4.
3. 404 Wetlands location per wetlands map by Parker and Line SA;µQW r ' ' • ' 575h / • \ • NPWL \ ( ail 1 / --- �(►•/ (. a .4. 550'14'15"E
Associated, Inc. approved by Mickey Sugg of the U.S. .// •// ) , , — O -- t I ! �\ 130.10'
Army Corps of Engineers on December 19 2007. ' // / `N.. a/ • \ '� ` 1 Uplands .' a I \\' , ' ' „�
4. Coastal wetlands as flagged by Pittman Soil Consulting. ( , ' • • , / /, ,\ / , •
,
Location verified by Barry Guthrie with the Division of \ \ • r/• • / / ( 1 • I' • . •,'' / - _ ' /, • \ •t , o
Coastal Management for areas near proposed piers. / \' '/� . / /. %/. /� / / ' • / / \ �� -p\y \ ' . 6
L _� \ • 1 I • /// / / '�`r• J�/ • • ✓// ./ N W �- Gam' ��. m
.1 , .// . . ' // (/._.
/•J/'�/Coastal 7/ .. 1 /. ' • / ' 1.\ '• • ' •
1 • ///ri \ / / �\. `t • \` o e 580. 4,1 "E/ jl �� ti.� . • . ' �� 9380� 45 • _fO . 325,001
i \� • • /( // U \ 8Gti .q
O/\ / Qp4 ,AN., • 1g2 ' . `.)" of y
L
•
•
•
•
. Wetlands. �. l �� ---- • / / ' • ' • ... . '//• // i j j ' \\ .9 -S.
\ p �' • �4r
// ' '//' CodstPl ' J -\ t • 1
/p/ • I/ Wetlands. // /i ��J� OD'
• . / 7,'
//. �1POINT
• • . . . • . . . . . . . . , . , . . . . , . . / . . . . . //
9
Community y 4 / • '/// //// acIA tlllE 11,/,r
Dock #I /• %i • • ,z- 0 .•• E.ss;Qs4-r° �''r
• • . • • a . . • • . , . , . . • • • . . . . . • • . . // . . ' •• , • //• . . � 's,y by "&7 �^.
AREA, /
• . • • , . • _ • �opstal . . • • • • . , , . . . . ' • ' . • .•`gyp • \
Wetlands • White Oak River j i
SA•NQw / Il/�S-/
. . . . . . . . . . . . . . . . . . . . . .
/ _ : VED
• White Oak River
a • Overall Site Plan N O V 0
Q Shore SA;PQW
II 4
For Stormwater Permitting
pin . Line .BY:
,r �' STELLA LANDING
o
0
White Oak Twp., Carteret Co., North Carolina
1-. ,,� . • • . • . • • . • • • . . • • . • •
For:
• • M & M Land Development
CO
w
1 jai'i-r, � ' 166 Center Street
A�bye 6a �1�/y� 1T °7^r�',E ' Jacksonville, North Carolina 28546
6n . . . . . . . . . . . d:.lAHdAn �A3� 1 . c 'I•g 11� %1Il� 6.1 1�R�.
CE1r1y411.,�'11a s.[�1;1r'Ll?,1;5 tt�Ml9 'J1�\'P.Y:C�4i5 LAND 1;l mr:n;t l25 [phone]
i
/ 8'.U.£id+3Z.9,v Ja 9a 4IR:l,l,E Fdt �, .'�f i>G➢"l4
3 DATE: 11 /5/09 GRAPH00 IC S 200 CALE: -200'
0 400 600
mosimmomi
SCALE: 1 "= 200' 1111��1��immommum
4 FEET
Parker & Associate_s, Inc. 1SoN
Consulting Engin er Boz a9 6d Surve o s Land Planners s"" _
FIELD BOOK:Trent1, Pages 26-27 P.O306 New Bridge Street - 28540
M DISK NAME: ACAD 2054
Jacksonville, North Carolina
FILENAME: Stella bridge-pier gen.dwg AWG/BLD Sheet Of
JOB NO.: S060815-4219 Phone [phone] - Fax [phone]
Firm License Number: F-0108
a

•
-a
b
LEGEND 3
.ca
Elev. - Elevation Swale Calculations Chart Note: Netherington ,b FES - Flared End Section Drainage Pipe Chart I Landing Road
-
p Area Q10 Side- Channel Velocity Velocity Contractor shall insure that he and all his workers (contractors, W
p Inv. - Invert OUTLET subcontractors and other site personnel) do not damage construction a
!SF - Iron Stake Found Section (acres) (cfs) Slope Slope (%) (bare) '(fps) (gtassed) (fps) Tract A
AREA Q10 DIAMETER GRADE LENGTH VELOCITY stakes or other measures used in laying out the project whether by ►
D.B. - Deed Book
1 - 1 0.69 2.52 5: 1 0.42 1. 92 0.84 N
M.B. - Map Book PIPE (acres) (cfs) (inches) (ft / ft) (lf) (fps) 2 - 2 6.24 15. 58 5: 1 0.36 2.85 1.25 the Engineer or another entity including those under the employ of the
A 0.58 2 .08 18" RCP 0.0028 72 9. 92 3 - 3 2.5 0 8 . 7 8 5: 1 0.5 0 2.8 0 1.2 3 contractor. Contractor shall cause his workers to observe and verify
PC - Page B 1.46 5.23 18" RCP 0.0050 40 4 .55 to the fullest extent practicable that stakes, other measures and grades
(1--l� RCD - Rock Check Dam 4 4 1.13 4 .46 5: 1 0.50 2: 45 1.07g PR
Camp Lejeune
,�., C 4.29 15.38 24" RCP 0.0063 48 6.42 are or appear to be, accurate and correct and immediately but prior Bridgeview � Cherry Point
RRA - Rip Rap Apron to an associated work notiy the stakin entit of an tential conflict Lone // I Railroad
R/W - Right-of-Way D 1.08 3.87 18" RCP 0.0050 40 4 .25 Q=ciA Friction Factors y � yg yyp° � /• /error or gyestion regarding the work. The Engineer shall not be responsible ,�
- C=Varies n=0.02 Bare Earth /
Typ. Typical �/
if all of the above measures are not strictlyadhered to. The Engineer shall
Q=CiA i10=7.17 in/hr. n=0.06 Grass g Molly Lane , ►"' I
-f- - Flow Arrow c=0.5 RCP = Reinforced Concrete Pipe i10=6.26 in/hr. (Swale 2-2, time of concentration=10rnin. ) v=1 .49 R 2/3 s 1/2 not be responsible where due to damage, his staking can not be verified. I.
tc=5 min. CFS = Cubic Feet per Second n For critical or costly components of the work, where the contractor believes
il0=7 .17 in/hr. LE' = Linear Feet that staking may not be preserved, the contractor shall reqpest the staking White Oak
(26) - Lot NumberNote: /l Tract B
FPS = Feet per Second 1. Line bottom of all ditches and swales with American entity to place staking in an area where its preservation can be insured. River ' I "PROJECT"
A - Pipe Label Excelsior Curl ex Blanket.
���
O NOTE: /'� �1* �I
x - Proposed Spot Elevation 1_ Contractor shall use invert elevations shown on plans
O for construction- Grades shown above are rounded. A
_ I 2_ Pi e lengths include flared end sections. White Oak
�� - Swale Label �e P g
O �> Parry 1-I. Barker River
- - - - - - - Coastal Wetlands "' Others
--- - Proposed Ditch 2� D.B.Cemetery
ry 72
Treeline -0 N� Cemetery •
L.
- - - - Wetlands Line Um') / \
50' Vegetative Buffer Line v)Q \--�1y
- - - - - - CL of UT (Unnamed Tributary) =Q
/ - Vicinity Sketch
- Existing Spot Elevation +Q7W \ / -y -.,
--- - -- Rom- Not to Scale
N / I Rom' GENERAL NOTES:
�tW- wsQ
�-� - NS Wetherington Landing Road i
gt g 1. Entire tract is in Flood Zone AE per FEMA
- a f
, -` `' P NSo N` N.C.S-R- 1101 - 60' R/W / map CPN 370043 5346 K (Carteret Co.)effective
ICFo ` i / Nov. 3, 2005.
2. All streets to be public (Department of
1 NSA i
��_ = _ --- Transportation).
Wooded :.( ' IS I .�.._ 1 r " SF� -____________sJ / 3. All rights-of-way are 50'.
2 N 4. There will be no direct driveway access onto
Area r,i, Off, , �` �_ /
NON OR FORMERLY f I f ] inv. , ` __ g o Netherington Landing Road * Stella Road.
Right of NayFor 10.2 C2 x-73 5. Payment will be made in lieu of land dedication
UNITED STATES OF AMERICA Camp Lejuene to g �assement For
otrh �o Visible Roa�f�
Cher Point Railroad Crossing 4 Recrossing- 41 -\ 3741 for recreation.
CAMP LEJEUNE/CHERRY POINT RAILROADPublic Road
D.B. 252, P 171 Side Di�cn 6. All lots shall have a min. averagelot width
PARCEL P.
Parcel 249 .. I ,/I' W ed-'• D.B. 252, Pg. 171
D.B. 252, P. 171 D.H. 252, Pg. ICI See M.B. 31, P 26 of 80 at the minimum building line.
rt.s. 27, Pe. Area g ,- I_I�I�/17111;i_g.vv_IIIIIIIIIII:417_1111 7. Development area is agriculture land and partial) wooded.
I I - I ICI 11 1 1 1 I I I I I�I�1M1�I�I�I�IMIMIMI�I�I�I�I�I�I�I�I�I�I�I�iI(�I�IMEIa I _ I� r:• I I 01 1 I I I I�I�I�I�I I�I�I�I�1�1�I���C� yEXISTING RAILROAD RIGHT-OF-WAY - inv S. All easements to be drainage and utility at
Release Swale to �.62 _/ dimensions shown, unless otherwise noted.
AS PER M.B. 27, P. 77 _RIGtIT-OF-WAY AREA SOUTH OF N.GS.R. 1101u"at .�. `tom\ / 9. This project is not within any areas of environmental
640 570 Sq, Ft_ / 14.705 Acres �. Elevation 4.5t > r,, \� concern except as shown.
\ r -- -•-. .-' dwrY F I,' „^ a a'i \ _ 10- Stormwater from this project drains to the White Oak
\ •
` ' - - •- / /' • ISF~' ISF ditch. River which is classified as SA;I.IQW, and is part of the
. i.. White Oak River Basin.
' RCD ` 1 11. For additional information see the detail sheet.
\�' _ © • \ Flood Flood 12. The developer is building houses on all lots. The
--nt \ ` • ✓ ,1u _20i Zone AE _ Line 7)( i typical footprint shown is to denote driveway and
1 1 U lands / illr
(Elev. 9) (Typ.) house construction. The actual size and location
► 1_ P 5:1 Swale �� I 1 6.8 q If El 6.8 f f of the structures may vary.
I L p Swale x Swale r 13. All easements to be ublic drain * utility
�404 i► 0.3X _ / _ P
/ -- Wetlands \ - ® ©' / easements at dimensions shown, unless otherwise noted-
/
Elevated Pier 7��
(
f404 Easements shown as or
1 With Slatted / ® IFES Inv / � tl�
•
\ Decking / \ 6.5 20 In 5.e FES Inv 20' FES Inv 7.2'4
$0' I ___--
Swat - - ] Swale Out 5.8 In 6.O ( Swale / RCD / Release GSwale to rade ( �/\
\ /
I / s -i RRA A) / G�� /\ Elevation Ot �'5-
Gommunit
Dock #2 \ ' ���v• 1 ' e 7.6 x n 8.1 8.7 x ��_ s' W 9.' x �20' :Swale j_ 0 l0.6% �,- v
\ / x 7• x Ox � �
/ l 4' Access to -F14 �� �' -- --- --- --- �'- 1 X ® /\ /
/ � .--\------ �' Community ® / / --- 1 - ----- - - `� - - - - - - • / -� \� / /
1pock _ /- - - - - - - ' 1 J - - - - - \ -- p /
✓ ✓ 6.5 RRA FES Inv 7.2 \ __ � i / • /
5.0 CE Swale • Out 5.41 -20` ' - N / I \ �\ I i
/ Coastal Swale Ifigo -- - \\ \ I /
White Oak River NNWL \\ wetlands I Swale 4-.
13 ® /' I �/ / /
W11 / \. FES Inv /
SA;i-IQW /e \ swats Out 4.0 I
e o: I /
/
I 5uiale ti FES Inv Swacl le 5 0 _ /
\ 15:1
e 0-SIX Swale _ �� r Swale �, _ 8 �/
/ Release Swale RC a .. ✓ -- ` /� j \ / 'l�
\i%
I to Natural _ �e ✓T� _ \ 5:1 Swale / - N O Sry
LJ /
\ I Grade v \ - \ • 0.3X _ \ / _i /\ <
\ Elevations, 3.0± 20' \ 99 - \ FES`Inv / = ,,_ - - \.
I0\\ \ \ 15 In 4.2 x _ /,- /i
\ \ / \\ •• ia,: \ - \ \ 5.4- Swale FES Inv 7.4 / F' ' _ ___ Seeding Specifications:
\ ` `-�/ \, - Apply lime and fertilizer and work into 4 - 6 inches of soil. Seed
\\ \ \ ® \\ Out 4.0 / I / mixture shall be distributed uniformly and covered with a clean straw
\\ r �` x - _ - - f -4 // / I i mulch. All mulch shall be crimped or asphalt tacked to hold in place.
\ \ 1 _
\ // \ �"--- ----� �O - / - r� 50' 50' Vegetative Buffer Material and application rates as follows, and are generally considered
\ 1 /,- ` / t i' / 1 i (For New Development) minimums. *Mulch rate to be doubled is crimped:
1 Mil/is Material Application Rate
/ �._ --- / i Lime 3000 lbs./ac.
' / ` i' \\ // / \- \/ 20' Sc) Swale �__� Fertilizer (10-10-10) 750 lbs- /ac_
/ y \ . _' ---- ! - - - \ \ / / Mulch 2 tons/ac.
-� -_../ \ ( . o.5X >-
`\ ` \ l \ �� I Asphalt Tack 435 gal./ac. (Max)
\ ` • �' �.� '�'� Permanent Seeding
` \� - �,.,/� Coastal Common Bermuda
50' Vegetative Buffer // Uplands \ "/ 5.4 `t► /� Wetlands (Unhulled Sept. 1 - April 1) 100 lbs./ac.
(For New Development) // \ P � -- \ Swale .�� I
Roads & Drainage Notes: // - w i (Hulled April 1 - Sept . 1) 75 lbs./ac.
\ ` \ �\ RCD _� /� "Rebel" Fescue 50 lbs_/ac-
I . The streets to be constructed for this project are subject to the i/ \ /// �• ' \�\� `�_ I
Department of Transportation Certification Program and Quality \ / 1 / /� �� \\/ \\ �' Rye Grain (Sept. 1 - April 1 only) 50 lbs./ae.
/ ✓/. / \ GI �\ / - � 11 1 - Sept. 1 only) 50 lbs./ate.
Management System Maintenance Version Requirements. The / •
- _-N-
German Millet (April e t 1
20 - /� Release Swale Temporary Seeding
/ / / ,,--'/ /� `__-- Dec. 1 - April 15
Contractor, at his expense, shall provide test results on \� / ' / i / -- t0 Natural P
I) Subgrade, 2) Base and 3) Pavement. The Contractor shall / 0 ` / ( X \. - l Grade Kobe Lespedeza 50 lbs./ac.
/ /( \ l :� i lr 4' Access to l .
insure that all construction and testing is performed in accordance / / \ I Elevations 3.Ot
I/ 1, Community f ` \ Rye Grain 120 lbs-/ac.
with the N.C. Department of Transportation "Standard '// A \ \\ \ J I I Dock -/ �� April 15 - Aug. 15
\ I I� \ �, `` German Millet 40 lbs./ac.
Specifications for Roads and Structures", latest edition, 2006 \ I / \ ` \ • Aug. 15 - Dec. 30
Fist Mix Asphalt Specifications and Manual, and "Quality Management \ `� / - , tl I H I'No
System Maintenance Version". and shall report the testing and/or N _✓ ,�\,�\K CAR ///°'� Rye Grain 120 lbs. /aC.
core locations, test method. results and D.O.T. allowable range \ \ ` / - ' '
f / r
I N/,IW� \\\11 �i\ / i _ �\ •\ ', I / \\ - -.. _,
;'� I ` NMI` �o��' • "
or tolerance, as applicable. Subgrade shall be tested for density I _
and shall be proofrolled by the testing Engineer or the Engineer - . I \ �- r-" .. - ,.
�_ -� �' l
or Surveyor who will issue the Final Certification. Base and - -� / /r ` -� - \, • a
pavement shall both be tested for density and thickness. If Parker \' / '/_ \� I n4 ,
Associates is administering the construction they must also proofroll the \ I I ' 1 I I l J Stormwater Management Plan
1 • •
m
stone. Testing for pavement shall be certified by either a professional �� I J U / // \- ' I / \ �°✓�� ° ��"/ Low Density Residential Subdivision
Engineer or properly certified QMS technician and shall be in accordance 1 \�, \ e ` / / \ •- Coastal /
\ \ I . Wetlands , / '/j
p, with QMS criteria. Required thickness for this project is as shown on the plans. - \ _ _ , / f r pI ti
1 N i / /
n - _
Note that thickness for widening or turn lanes is greater than that for internal streets. y \ \\ _ _ 50' /
00 \ r11-4.-
-------- //
Can
2. Minimum Densities: - -
\ �J ,\ " > :yQ' STELLA LANDING
S Subgrade 100% / \ ---_ I / as'/Or
57/
Stone Base 100% / _
SF 9.5A SO% / /1 ` _\ ` \ - �T� :..�-� I White Oak River I� White Oak Twp., Carteret Co., North Carolina
in S 9.5B 92% / / \ c - �V�L; '
B 25.OB 92% / \ �\ \- Uplands N r
1
3. Notify the Engineer or Surveyor, who will issue the overall Finai i \ '1 \ %, I M & M Land Development
I
in Certification, of allphases of RoadwayConstruction. \\ + I / i __(- 166 Center Street
v
y 1 .- // � - Jacksonville, North Carolina 28546
t 4. A minimum sight distance of 1O'X70'shall be maintained l l :..�• /
innalong the right-of-way of all internal intersections. \ �'' _-`
• \ _ I / 1 ( [phone]
a 5. 20 foot radii at right-of-way intersections, 30 foot radii at ____ ,_-____ - /
i edge of pavement intersections. ` / / i ,
��' N DATE: 10/28/09 GRAPHIC SCALE: 1"=100'
G. All culverts under streets shall be reinforced concrete per North Carolina0
Department of Transportation Specifications, unless otherwise specified Elevated Pier 50MIMEO 111•11111111111111111111111111111
1 00 200 300
to and/or approved by the Engineer and/or Department of Transportation. With Slatted
'� 7. All materials and practices shall meet North Carolina Department Decking SCALE: � ►►=� 0 0► -
FEET
,.. of Transportation Standards.
4 8. For other detailed construction notes, see plan and profiles. Park a Y' & Associates, Inc. eg Horyy�
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 28541-0976
V FIELD BOOK:Trent #1, Pages 26-27 306 New Bridle Street - 28540
DISKNAME: ACAD2054 Sheet 2 of 3 Jacksonville, North Carolina
FILENAME: stellllobridge-pier gen.dwg AWC/BLD
at:
Rev. 1I-05-09 BLD - Expanded View to Show NWNL, Added 50' Vegatative Buffer JOB NO.: S060815-4219 Phone [phone] - Fax [phone]
Firm License Number: F-0108

CHANNEL
-.ad `_
TOP
I
R o
r 50' RIGHT-OF-WAY ► #G�7 STONE
6' DITCH --•••-- -- 20' PAVEMENT - 6' MIN.
I/4" PER FT. MIN. I 'S 5F9.5A SHOULDER
I" PER FOOT -� .41111k` —
3:,_• • . 3.\ I—III; _ ,
1=1 i=1 _III A • •• j.. A
6 A.B.C. •�i•: :41. .Z•j.••�: °.• ..
GRASS °ii i�'• :�.lt ,•isiiii
_ =1�
o ' SPLASH
r v - APRON 1 1/2D
VN W = CHECK DAM WIDTH
?':�•_:_•W.W.I D= DEPTH OF CI-IANNEL
S.T.B.C. ORA.B.C. •
CHANNEL 4 dm= MEDIAN DIAMETER OF STONERESIDENTIAL COLLECTOR - LOCAL RESIDENTIAL B ---*--1
,BOTTOM
Toil
Not to scale
TOP OF PLAN VIEW
CHANNEL 6" 6" •
N = VARIES C IANIIFL TOP12u
1/2 N r 1/2D
CCNANNE $
I 1 1/2D e4-0i�•••. FLOW
1/2 D _;
— E e•eser•r•er���•-•••mil e i ••• '
4"MIN
CHANNEL 67 STONE
BOTTOM
•
SECTION A—A SECTION B—'B
•
NOTE: GIVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE SPECIFIED '
SY THE ENGINEER FOR SITE SPECIFIC CONDITIONS.
FORTIFIED ROCK CHECK DAM •
TEMPORARY LINER NOT TO SCALE
INSTALL PER MANUFACTURE'S
—DEPTH AS RECOMMENDATION
SHOWN ON
PLANS
---1L---
_______ L'
1.5' LINER HEIGHT TO
5:1 TOP OF BANK
•
SWALE DETAIL ,
WITH TEMPORARY LINER
NOT TO SCALE
i
N
/ -----
/ \
/ \
/ ?S'i' \
I . ; 1
I
h— 5D \ 7-
\ /
FEEIMA
\
�! CHANNEL (2,'
/ -- 20' I `t�tt►I;¢o;
11111
• �•� • • MiN.
lir
:41:tail NM
IN CHANNEL 5G' W1N
I nrir.:. SEALr 34�
>
PLAN VIEWS I "--".. •IN .• �le'
D 3 5' R 6' 6' 3 R/Vd f, �! w�\
•
1, HI
IIIIIIIIIII^— SLOPE AS REQ'D
��I"PPR Fa--,1- -
./"..`�,�;�_ I/2D ' ;III—�3./ i _3 � ��/DS/�!
Grass _III I I I I I IC
Surface
/3 D 6-I I_1 1 1 1 1 1 I
RIP RAP
4:
SECTION VIEWS
MEDIAN STONE DIAMETER= 6" UNLESS OTHERWISE ,
NOTED ON EROSION AND SEDIMENTATION CONTROL `
PLAN. 5.T.D.C. OR A.B.C. Detail Sheet
in I . D = INSIDE DIAMETER OR WIDTH
'-a OF CULVERT
'' 2. MINIMUM STONE THICKNESS TO BE
a. TWO TIMES SPECIFIED STONE DIAMETER.
3. FABRIC TO BE INSTALLED UNDER STYMMETRICAL CUL-DE-SAC
RIPRAP LOCATED fN SWALE. STELLA LANDING
O 4. FINISHED GRADE OF RIPRAP SHALL BE NO CURB AND GU 1"I ER
AT INVERT ELEVATION OF PIPE. White Oak Twp., Carteret Co., North Carolina
NI
"NOT PLACED ON TOP OF GROUND AT D.O.T. STANDARD
NVERT." NOT TO SCALE
PERMANENT RIP RAP APRON M & M Land Development
NOT TO SCALE
166 Center Street
Jacksonville, Carolina 28546
v [phone]
�o
al
GRAPHIC SCALE: 1"=100'
DATE: 10/12/09
0 50 100 200 300
SCALE: 1 "=100'
mom immoommi
FEET
G Parker & Associates, Inc. 7.1.1...-.-_-_-_,...
Consulting Engineers - Land Surveyors - Land Planners _-_-:.-_-_,` �D�
.22
FIELD B00K:Trent 1, Pa es 26-27 cn
P.O. Box 976 — 28541-0976
9 306 New Bridge Street — 28540
FILENAME: steBa bridge-pier gen.dwg AWG/BLD Phone [phone] - Fax [phone]
Sheet 3 of 3 Jacksonville, North Carolina
o JOB NO.. S060815 4219
Rev. 11-05-09 BLD - Revised Sheet Numbering Firm License Number: F-0108

0
Q
3i!
f 12
Hetherington u
i' Landing Road
ci
Tract A 'o
al
Riverwatch
O U Section I-A •
i I era I--i D.B. 31, PG. 2q8
Camp Lejeunea IIFlood Line
0101 Cherry Point (TYP•)
BridewLane / Railroad (/). i 1ZONV 1-'
Molly Lane ',/ : :VI) /
,�' ' : 5�, _` / ^(1w //44,4
/ I4 • / �� cl'S'
�+' _ Harry H. Barker ��� 11�1 �$ti1 / \1 / \ D.B. q50, Pg. 72 �V* .1 'White Oak - `10
River /l Tract B ,� 3�, � +« Others G
`.� "PROJECT" 0 •Gunetery C A� / 503'53'04"E -1
)-s'- ---J .\! 1\SV>
allow or Formerly _ \ M4M I �/ / v //aq2
I �� ' DEVELOPMENT INC. �,O o� o /
D.B. II60 P r '�� 21'26'15"E
a McMurtrey / 2�, , /
White Oak D.B. 226, Pg. 272 C� , PG. 3�"� ��p\� 8 �`
River N8T35'35"E � ' ' Residential / 273 j / al; 1 PG. �'j ''-=�• �`'' 58'b05nE
i
308.g5' - / _\ (- X do sell-‘
P•�. / / / % 42.02�u
a__
�_ L — — — — / 1 , � i / . 1 \111•41 512 56 15 E
Now or formerl • - - -------- __ ( ._,
Jj___ ____L ' / /� 0 .0=�i � 3� •\ SO�Ogfo�15"E +'Jud Barker Odum n _�. _' Q �� 'r - Z uVlclril Joel G. odum © Bridge View �,-� p �10; 86�70ty Sketch Lane t12 i i 404 \ Slq'Ob15 ED.B. 85q, P. 55q Gravel/ TCT A � � ' fj.• -•Wetlands` 36.40'
NOt t0 Scale 242 887 Ft. / -'
Dirt Road `'� / .�:-' l� �' 551'05 15 ENow or 5.576Acres `( pp,9 �-- _c Q
Now or formerly (Access to formerly R ¢ \G �O / nt-of'waY fOr i' /�(� , / g4.80' i
Legend Lucille B. Tyndall cementary) Albert Bates O¢ F s OF 0\N� c ogling r ogling ��� 52 ?i ° r
i 0 Reserved b M4M Land el 8
Centerline D.B. 817, P. 6q3 D.B. ;035 OW p'C� -( P / 156, Pg `'� r� ��� rR0 O \ Wooded m y N
�t 5� ft� 'ZQ B i-� AO 5 / / Area ( • r0 Development, Inc. for E
$ 7 \,��DN�JG�'RG�\' �(°f\ { �ri� %`�� 4 C I �. �/ IN
possible future road use. llco
D.B. - Deed Book er1Y J tiJ�v PP 2 y, �,y�P \ f ��i •e' \� 3 / - I: \ • -v Owners of Lots 4 4 6 C]
Ex. - Existing Now °r °rrn 5• �'�"- >, a p \' a, ,0 \\0 i� 0 \ 2 l g !L Q
M.B. - Ma Book 1 o tt i O O• / \ do not have rights to
p Sll Y J 4 Susan Or m GP$� / \G -(� sft• �,i \0 a \ \ ° y 2 + possible future road use z
TRACT B DATA Or'd '��'� / OPT 2� pF N G ��G o� O`\ 4O R �' \ �' +t° unless rights are conveyed
N1-IWL - Normal High Water Line
Pg. - Page g TOTAL ACREAGE 133.13 Ac. Z.:14oF14-'4-forrnP-er412:
/ / G, \R ��5pv�A1dS ��i�� �ASS� 0�0' 2 S O6 : /i 1, in the future by M4MI::
ACREAGE IN OPEN SPACES ^(\N Pti p J \ • i� AO 33 ` �I '/ ' Land Development, Inc.
R/W - Right-of-Way OR OTHER LAND USES 0 BIy 4Susan ►W` ,.; �X\5 �P� P Fti��%i �`\2a� °`S' J 3.1 • /� ?> I ^ I
NUMBER OF LOTS 33 Hammond S.
i oF' r.) ��i / (pet o ® (a• �q4� �!// _
• - Coastal Wetlands MINIMUM LOT SIZE 15, 000 SF ��� fps.- �01 �i a •\� 06 O O O 1, / �`� 573'06'45'W
D.B. 85q P. 135 E^ \G o,i� �� 73.10'
AVERAGE LOT SIZE 100, 333 SF ' lY i� s ) \t� ar5- 1O /' 573'O6 45 W
- 404 Wetlands Line •
SMALLEST LOT SIZE 15, 300 SF (LOT 11) N /�i \ \• 28 .�� �o 73.10'
Coastal Wetlands Line ZONE Unzoned CEMETERY o i� \ r �_ 12 •� , „
Normal High Water Line EXISTING USE Vacant/farm land /� ���\�2 ���' `• 4' 50'R , �� \ O �•� '`� 17APP.► '‘ '( ' S3 51 40' W
— - - - - -- CL of UT (Unnamed Tributary) PROPOSED USE Single Family 0 `j) / -\Access SR \ ,,® �r 2 `
9 Y \1�• 2 �/ Uplands -'� . %� , A\ \ ) ��
50' Vegetative Buffer Line LINEAR FEET OF STREETS 2, 000± L.F. �6�125/ ��� __- "� p _Path / �' .� I4 •� \\ .r \83 4� : \ r- SIO'13 15 E
SEWER Individual Septic i��� �2 _ -.--._,--.---\ b .•� • ,, ,R \ , 202.40'
WATER West Carteret
Water art oration '1 11 0 e 1 404 \
�� 50' Vegetative Buffer
POINT ' �/\ O ry \'Li 15 •� l O� • so (For New Development)
DEED REFERENCE: D.B. 1226 PG. 400 1� !� 2 - betlands `� 27 Nj \ ( 18 '
PIN #5357.02. 67.2076 "B" _' 1 '1 61 404` )\�� �?O ��463• ' i-+,/
• /► -. .t Wetlands- 26 �i�� - (. c - '�� 942'56'15'E
50' Vegetative Buffer ,,-��•`-,e , 1 r / 24 ,\ 1g0.g0'
Setbacks: (For New Development) / ,f , . ON'', �A 88' — 1q
Front Yard 20 feet Community01r\'''''''''' ."
I z 22 21 20 �, I i ""'�� ,
Side Yard 10 feet Dock #2 �� ,�. i •\- plands O o, "NA/y�
Side Street 15 feet N.
^ =+ ���'- ,, 505'20'15"E
Rear Yard 30 feet - - ' 86.80'
Proposed Elevated Pier \-\ / . _
With Slated Decking
•5'� \ \ \\/, ,I ,`• Access cI A/6q,44' „ tit
Notes: g • o • • \\ ,,• ry� \ '�� l Path I ' I 234.60 h' S058260'8105"E
• `n, . _. ' ' ,° ' �/ ► ' /� wetlands.-./ --'
1. Boundary data per survey by Charles F. Riggs • 1
.'� .I ./..
'''.....11
` f�.
and Associates, Inc., Per M.B. 31, Pg. 261� ��Q , j : I W# .t..- ( 1\� , , •
°•'� M Now or Formerly
dated June 4, 2007 and adjusted to NAD 83 2007 Adjustment. - , -. 7,^ i
/ •� / �opstal '��� First 4 Last Child, L.L.G.
2. Parts of the NHWL near proposed piers located ��• / • 52• //' \ 1\ \ I� t D.B. qbl P. 60
by Parker and Associates, Inc. on 2-3-0P and 7-16-0q, I
// . // `. \wetlands ► I. SO' o '
and verified by Barry Gutherie with the division of
Shore White Oak River Z. /� //' , , .' ;' ' ;,, o
Coastal Management permap by Line - SA NQW • // '// // '\\ �.I 1 `J f'. ,�-7-0' 7:,?--
/
3. 404 Wetlands location wetlandsParker and r ,- / ,, NI-INL r 1 • ' •�� �_S50'14'15"E
Associated, Inc. approved byMickey5 of the U.S. •/ 575 / / $ /
. O I. I�1 130.10'
Army Corps of Engineers on December lq, 2007. /� ' ///• • /// ,, . .i . �N •�N \ Uplands f I ,\`•
4. Coastal wetlands as flagged by Pittman Soil Consulting. \ ' •,�
Location verified by Barry Guthrie with the Division of / j/ • • / ....\ _•_. `t _o
Coastal Management for areas near proposed piers. _ / ,• \ . ' '/ / (
� s -� � -- -- � 1 \• //� • / /• �f/• f 11 �� /�� • ' lI •`r / Car` /. / �� . a
•N +
• // . , ' , (/ • , , •
1 /-/ ' .-/J/ /Coastal • i /• ', '
• • // ' // • t •Weftlends// / / /, • • • w
• \ ( ' • ' ///' ' Of • /r -�/. • / / : , . \`l.
/ • , ,`� f 7 , • '//• , ' •• • , • • , ' • '\1 • :71-
• \ \` //I •//'//• (� ' • // ��� , • ' \`< ` * 580.54,151,E
r� • '\ '/j • '/ •
/l1 • i �� . • S38'0 '45" 325.0p'
,
' . Wetlands. ' . • •. , ' . \ -\ J,^�.�/' , , ' ., : • • . • ' '/ / ' • ' / ' • • • (., \DY•••• • ' • ' . '/, • \\ , ' • ' , .
. \ / / • gyp. a /'•
• ./ / • )/// '• .-• fj� / ' \\ '�` (�
3
/// • •• 7/•• codstpl ' //' J��� • ��p'\
• , , , . , • , • • • • • , , , . , , • • • • • , • ' • . • • ' ' • ,' / / Wetlands• / • .fJ\. ( 1 •
• • /� , /j //• �) POINT
Community < // . . // , ' , 7/ , ' , �'0,0101/1//,
• . • . . . . • . . • , , . 4 44 . . . , , . • • ills
Dock #1 y 4 / l' ///. • •//� '`,��`�'� .�(drs"r
o .` •'.
7--- 4 • c • • 4
/fie/ /� • • ..
i:o�stal
AE� ‘��
. . - Whifie Oak River / - I ,
Wetlands
SA;HQW / / ( ,apt 1■. p
/
• White Oak River NOV 06 2009
Overall Site Plan BY:
ca Shore SA;HQW
m Line
For Stormwater Permitting
. . . . . . . . . . . . . . .
P.
e.
N • • . • • . . • , • • , , • , , .
CS
STELLA LANDING
\ White Oak Twp., Carteret Co., North Carolina
Q
00 *� • , • • • , • , • • • • , , , • ..•
EQ!_
r� .. .i �' M & M Land Development
cb
,bc
' ° °i�Yrk� rl~� ° s ;,, 166 Center Street
`* 1 Jacksonville, North Carolina 26546
., turlul,rlrrc tc�l i lc a.rz��t l?vl sl�s l.�Na�c�c,s�ry•on
NLie.3 (q10) q38-5g00
• ' • • • ' • ' • ' 4 ' • ' 4 • • • k".(-2,,,,.
O.�'CJ %.�i 3r`. 36 b44?VZ�L.I.E Pe� '�SIkSi•� '�6 in
' GATE: 11 /5/09 GRAPHIC SCALE: 1"=200'
0 100 200
400 600
bo
SCALE: 1 "=200' mom
FEET
Parker & Associates, Inc. �;
• Consultin En ears — Lan up
g gin d Surveyors — Land Planners 9�
rn
FIELD BOOK:Trent #1, Pages 26-27 P.O. Box 976 - 28541-0976
DISK NAME: ACAD 2054 308 New Bridle Street - 28540 a Jacksonville, North Carolina
FILENAME: steno bridge-pier gen.dwg AWG/BLD eel 1 O 3
a JOB NO.: S060815-4219 Phone [phone] - Fax [phone]
Firm License Number: F-0108

la
b
LEGEND x-8
Elev. - Elevation Swale Calculations Chart Note: Hetherington b
a
FES - Flared End Section Drainage Pipe Chart Contractor shall insure that he and all his workers (contractors Lansing Road _
p Inv. - Invert Area Q10 Side- Channel Velocity Velocity
OUTLET subcontractors and other site personnel) do not damage construction
!SF - Iron Stake Found Section (acres) (cfs) Slope Slope (`s) (bare) (fps) (grassed) (fps) o
D.B. - Deed Book AREA Q10 DIAMETER GRADE LENGTH VELOCITY stakes or other measures used in laying out the project whether by Tract A
1 - 1 0.69 2.52 5: 1 0.42 1.92 0.84 N
PIPE (acres) (cfs) (inches) (ft / ft) (If) (fps) 2 - 2 6.24 15.58 5: 1 0.36 2.85 1.25 the Engineer or another entity including those under the employ of the
M.B. - Map Book 92 contractor. Contractor shall cause his workers to observe and verify
_ A 0.58 2.08 18" RCP 0.0028 72 3 - 3 2.50 8.78 5: 1 0.50 2.80 1.23
(1--11 RCD -PRRock Check Dam B 1.46 5.23 18" RCP 0.0050 40 4 .55 4 - 4 1.13 4 .46 5: 1 0.55 2.45 1.07 to the fullest extent practicable that stakes, other measures and grades II' 'I��� ' Gan Le cone
'r fA'F / #' P J
C 4 .29 15.3 8 24" RCP 0. 0063 48 6.42 are, or appear to be, accurate and correct, and immediately, but prior Bridgeview Cher Point
RRA - Rip Rap Apronto anyassociated work, notify the staking entity of any potential conflict, LQe �// /// i Railroad
R/W - Right-of-Way D 1.08 3.87 18" RCP 0.0050 40 4 .25 /
Q=ciA Fr_ict:ion Factors ��•
- C=Varies n=0.02 Bare Earth error or question regarding the work. The Engineer shall not be responsible /
Typ. Typical ��
if all of the above measures ore not strictlyadhered to. The Engineer shall f
Q=CiA i10=7.17 in/hr. n=0.06 Grass g dolly Lane ►'!
c=0.5 RCP = Reinforced Concrete Pipe r not be responsible where due to damage, his staking can not be verified. ��
�- - Flow Arrow i10=6.26 in/hr. (Swale 2-2, time of concentration=l0min. ) v=1. 49 R 2/3 s 1/2 ..
tc=5 min. CFS = Cubic Feet per Second n For critical or costly components of the work, where the contractor believes
i10=7 .17 in/hr. LF = Linear Feet that staking may not be preserved, the contractor shall request the staking
(..-e---D - Lot Number Note: entitytoplace staking in an area where its preservation can be insured. White
Oak
,-'1 Tract B
FPS = Feet per Second 1. Line bottom of all ditches and swales with American �
A - Pipe Label Excelsion Curlex Blanket. �.�` "PROJECT"
0
NOTE: f /Hh ;k
�iI�I' '�
x � - Proposed Spot Elevation
�' 1. Contractor shall use invert elevations shown on plans construction. Grades shown P
oa> Harry t-I. Barker River
- - - - - - - Coastal Wetlands �� C-\-\ :\
* Others
--- - Proposed Ditch 2- 0 D.B. q50, Pg. 72
- Treeline -� NCemetery
- Wetlands Line l?ap /
�_ - 50' Vegetative Buffer Line 0 4 ��ty( /
- - - - - q. of UT (Unnamed Tributary) �2Q \ Vicinity Sketch
_ - _ _ _ _ --- -I Not to Scale
- Existing Spot Elevation RkkV \/ --
L _ I GENERAL NOTES:
-�►^ - N NSA R�
Ns Wetherin on Landin Road i Y
gt g 1. Entire tract is in Flood Zone AE per FEMA
R` ° pN0 _ N.C.S.R. 1101 - 60' R/W map CPN 370043 5346 K (Carteret Co.)effective
�] Nov. 3, 2005.
KF N
r �\
' 1 "1 ____
` public (Department of
n, _
,a�� �X Transportation).
Wye 5� ;:.cam: IS I r r _ sr-. � / 3. All rights-of-way are 50'.
Area2 ^,t '- �_ �� i -•I N 4. There will be no direct driveway access onto
NOW OR FORMERLY l- ` I i1 f I ,D� iry _ ` g o Hetherington Landing Road 4 Stella Road.
UNITED STATES OF AMERICA Camp Lejuene to Right of Way For ,' 10.2 G 02 `'• - �wsernent Fa A-'X 5. Payment will be made in lieu of laid dedication
CAMP LEJEUNE/CI-IERRY POINT RAILROAD Cher Point Railroad Crossing Recrossing • -' - dit�h -No Visible Road-- -
Public Rood d for recreation.
D.B. 252, P 171 �¢ Side Ditch ` ` D.B. 252 P 17i 6. All lots shall have a min. average lot width
PARCEL 24 Parcel 249• Wooded 9• ,
D.B. 252, P. 171 � _f� M.B. 31 P 26 I- '- 7. Development area is agriculture and and :all wooded.
D.H. 252, Pe. 171 e)' of SO at the minimum buildingline.
M.B. 2�, Pe. 77 -p '1 Area See g• I�I�I�I�Iti/
MIIL1 - I�I�I�I�IMIMMI�I�I�IMMIMMIMI�RNIMINNI�I�IUMINEI�I�IEMIMI 1 1 I�In;�i�i�l�l�la _i It '�.' 111 I I 0 I�I�I�IMEi EME1=1���I�It�I�I�I�I�I�I IIII II �I� 11 All ' Y
EXISTING RAILROAD RIGHT-OF-WAY 1,2 3 '� - - -inv 0 8 dimensions s shown, ensements to be dless orainage therwise se In'led
AS PER M.B. 27, P. 77 _ Release Swale to 8' rcp -- - .5 '2' 'IL g
RIGHT-OF-WAY AREA SOUTH OF N.C.S.R. 1101 = 74:111°;1;;::
Cork an `v\ \ q• any areas of environmental
... .
'� / 7I1 project This is not within
640 570 `xl. Ft. / 14.705 Acres ,ram \ �, 7b _ 10. Stormwater from thiproject drains to the White Oak
- ••- / / ISF `-(t dlt r - River which is classified as SA;HQW, and is part of the
\ \ ISF .sa., ' \ W White Oak River Basin.
< ` / / 11. For additional information see the detail sheet.
\ R/W \ 20 _ , / 12. The developer is building houses on all lots. The
7 -....
O\__� / 20' typical footprint shown is to denote driveway and
Flood J Flood1 ,I \ / p (�, q) (Typ ) Ihouse construction. The actual size and location
1 Uplands 5:1 Swaler� 1 i 6.8 If ap I 6.8 1 -- / / // of the structures may vary.
,,___-/ I �404 �'• P 0.3% ` 0 Swale I x Swale / 13. All easements to be public drainage +t utility
/ \ - -Wetlands \ :' 32 I I I easements at dimensions shown, unless otherwise noted.
j Elevated Pier 1 ��.� .._" i' CO 0
O + I ® ® © / / 404 ' Easements shown as or
With Slatted / FES Inv
® / &-.Wetland
- � 1 \ / \ 16-9-: -20 I20 I FE5 Irn -____ � / � I
Decking / ! ` _ In 5.6FES Inv_ 7.2 C�,I 5.3 S I In 6.0 - Release Swale to,
60 \ J Swal \ Out 5.8 L Swale _ - / RGD / Natural Grade //
r
I \ / JD / Elevation - 5.0* \
Community �� I . . 5.7 Ct 1 -- C. -- --- --- --- --- --- ��tyr RRA
i,o,
Dock #2 Swale. -'' - _.. -� ;6.0 Ct 4 5=1 Swale // /
�\ /� �./ r - `� l .,,=:,\ 8.7 x ''��rrr�Gb�x 20'sty" ; le 0.6x Y
l -� 5.7
__. _/ \ // I 4' Access to Swat+ x -- ---�� -- -- - -.. =__, 9.2X 'M -�//® / / /
- 1 / \� Community ® 4 (- - - - - - - - - - - - - - � - - • ): �� f \ / / / /
i Dock , - \ . \ /
I
o i
�� \ / I 6.5 C. RRA FES Inv 7.2 \ , // /
` Coastal I Swale Out 5.4 20 l� �\ •I / 1'
I Swale r Swale I
/\ Wetlands I I 6.5 ® 13 I ® �I ' / /
/
•White Oak River1111
\
\ \• I I Swale I F1=S Inv O I CO•
SA;HQW d \I \ I• I r - e oo le I Out 4.0 I 20 J ,-� n /
_7.. , , \oil
le I ® DES Irn 4.q / / /
1.5'16-acalci'
3.6 I - . n 4.3 Swale5.0 Cr. ..44t 1- - - - ,..-- -
/ \ /
�\ . I Swale ®�i
Release Swale
/ to Natural \••_ .RC SCi i \ _ \ 5:1 Swale 0 // \ /.is:.
- // �y�V //
I
I Grade v ' \ - \ \ i� 0.3x _ \_ _ /. ,_\\ Elevation- 3.0* ,, i 20' \ . 0 \ FES Inv / - '�\ A1 - \ 5.4 CE -F / - _� Seeding Specifications:
\\ y0 / \ / \, \\ \,� Su>ale FESu 0v 7.4 ;-_-/ t Apply lime and fertilizer and work into 4 - 6 inches of soil. Seed
\ \\ \\ �'� \ / 1 / mixture shall be distributed uniformly and covered with a clean straw
\ \
\ Vr/ _�-- - - f --�,�, / / 1 / mulch. All mulch shall be crimped or asphalt tacked to hold in place.
\ /i I \ - ---�� ,�O / = r/ 50' 50' Vegetative Buffer Material and application rates as follows, and are generally considered
\ l i. \ j'Ilk.--f..,_,..,
, . ,000101.. ` / I minimums. *Mulch rate to be doubled is crimped*:
/ (For New Development) P�
1 Mh/ ` \� j \ �� vJ - _ ..- j Material Application Rate
�/ � \ W� ` > / `. �� � %' O/ ' / Lime 3000 lbs./ac.
/ % i� \\ i / ® \` I' \. 20' - h izer ( 0-10-1 ) 7 0 tons c_ _ / ue til ' 1 0 50 lbs./ac/ \ \ 5:1 Swale / Mu1c` '.. / r Asphalt TackPerman435 gal ./ac. (Max)
` 1 i /r/ Goastaw` CommoneBermudant 1ng50' Vegetative Buffer / " • f- ® 5.4 \"- - 3 \ /�..-"._ram_ -____.__._.-.-_- /(For New Development) /// \ Uplands SwaleRoads & Drainage Notes: 40 I Wetlands (Hulle ed Sept. 1 - April 1) 17500 lbs./ac.
- S p ./// \ ` �'� I �� v I scu 1 t 1) 50 lbs./ac.
_ RGD� / (Hulled Ap eI . The streets to be constructed for this ro ect are subect to the l "Rebe1" Fe eDepartment of Transportation Certification Program and Quality \\ 1r • \ \ - 441100000k
Rye Grain (Sept. 1 April 1 only) 50 lbs./ae.
Management System Maintenance Version Requrements. The I �' / \ // ` - _` / / German Millet (April 1 - Sept. 1 only) 50 lbs. /ae.
f �\ /Contractor, at his expense, shall provide test results on / // / .-l/ /i • / / / / Release Swale/
/ Temporary Seeding
I)Subgrade, 2) Base and 3) Pavement. The Contractor shall // / ,G \� ` // I / \ /i _ I to Natural Dec. 1 - April 15
c-a // - 4' Access to I (` El ration• Kobe Lespedeza 50 lbs./ac.
insure that all construction and testing is performed in accordance / \ 1 ( l / Community 3.Ot • Rye Grain 120 lbs. /ae.
with the N.C. Department of Transportation "Standard A ` \\ \. .1 I I-- % Dock / / �\ ` April 15 - Aug. 15
Specifications for Roads and Structures", latest edition, 200G \ I I� \ \
hot Mix Asphalt Specifications and Manual, and "Quality Management ` I } \ ,= (( \ \ German Millet 40 lbs./ae.
and shall report the testingand!or \ j `/ \ ,_ / ' 11 I I�� Aug. 15 - Dec. 30
System Maintenance Version", p \ ` / f J J _ - ,, • e��� � d®,�,� Rye Grain 120 lbs. /ac.
core locations. test method, results and D.O.T. allowable range \ N/°/ \ / //\
or tolerance, as appiicabie. Subgrade shall be tested for density I •�/ �/ I \ / `' F',
and shall be proofrolled by the testing Engineer or the Engineer �, /, I I N - - / \
....\
1 1 _ 'rtE
or Surveyor who will issue the Final Certification. Base and - -� • /� \ \ /
pavement shall both be tested for density and thickness. It Parker ` /_ \\ I I4
Associates is administering the construction they must also proofroll the �' 1 �- Stormwater Management Plan
c
\�~ ` \ � :4:: Low-Densit Residential Subdivision
stone. Testing for pavement shall be certified by either a professional 1 -_/ / / •�� / . f�� " JEngineer or properly certified QMS technician and shall be in accordance �l \�'� ! Coastal / :::::::
k \ '\ \ Wetlands // /;tlir ,;:a» with QMS criteria. Required thickness for this project is as shown on the plans. ^ \ \ I i I _ /Note that thickness for widening or turn lanes is greater than that for internal streets, \ --' 50' -- Canal _- / -
"' 2. Mirnmum Densities: " "-- - - STELLA LANDING
o Subgrade 100% / „` 11 \\ \ /\��____ I /17c1 v tr
" Stone Base 1 00% ` � -SF 9.5A 90% // �`� \ v - --- ^- 4 -' �.- J White Oak RiverI� White Oak Twp., Carteret Co., North Carolina
5 9.5B 92% / / j NyJB 25.05 92% / \ Uplands / '( N M & M Land Development
3. Notify the Engineer or Surveyor, who will issue the overall Final / \ ` I\'. I / -(- 166 Center Street
� Cert.rfication, of all phases of Roadway Construction. __ /4. A minimum sight distance of 1 O'X70'shall be maintained /
i\ 1 _� �_ / / , Jacksonville, North Carolina 28546
m along the right-of-way of all internal intersections. -
R y-' \ __ 1 010) q38-5g00
5. 20 foot radii at right-of-way intersections, 30 foot radii at '7 '- / 0
edge of pavement intersections. - - "
3 G. All culverts under streets shall be reinforced concrete per North Carolina
/ DATE: 10/28/09 GRAPHIC SCALE: 1"=100'
Department of Transportation Specifications, unless otherwise specified Elevated Pier 0 50 1 00 200 300
•,
- With Slatted MIMI
b and/or approved by the Engineer and/or Department of Transportation.
Decking SCALE: 1 -1 0 0
'5 7. All materials and practices shall meet North Carolina Department ' FEET
of Transportation Standards. Parker
8. For other detailed construction notes, see plan and profiles. 1 aricer & Associates, Inc. ng Roil
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 28541-0976 �.:
DISK BOOK:Trent 1, Pages 26-27 306 New Bridge Street - 28540
m FIE NAME: ello 2054 Sheet 2 of 3 Jacksonville, North Carolina
V
o FILENAME: stella bridge-pier gen.dwg AWG/Btu
- Rev. 11-05-0q BLD - Expanded View to Show NHWL, Added 50' Vegetative Buffer Phone (910) -
JOB NO.: S060815-4219 455-2414 Fax [phone]
Firm License Number: F-0108

CHANNEL .
--.01 TOP
o •
50' RIGHT-OF-WAY B tL
I #67 STONE
6' DITCH —•••- -�-- --.1' 20' PAVEMENT ► 6' MIN.
1/4" PER FT. MIN. 5E9.5A SHOULDER I" PER FOOT • - ::•'.,:::i.1-s:'.i�'.,!.:i ,.•+
3 � 3110 I •
11=I I I=III=III; A
6" A.B.C. A •.•••.i!�%������: ��
IIIIII—I I i .•_.••_ �_
GRASS • . .:...�.
—I I -III r� 6 ..;..�'•�t.:.,.•.
- . 1 - . I v - SPLASH 1 1/2D
APRON
N = CN ECK DAM W I DTI-1
?;_.lizt. , D= DEPTH OF CHANNEL
5 T.B.C. OR.A.B.C. I CHANNEL 4 dm= MEDIAN DIAMETER OF STONE
RESIDENTIAL COLLECTOR - LOCAL RESIDENTIAL B TOM
Not to scale
TOP OF PLAN VIEW
CHANNEL 6" 6" •
W = VARIES CHANNEL.TOP 12"
1/2 W r 1/2D
CCNANNEt� _,...,..L. 1
1/2 D 1 F 1 a e%•'•ii• •i•i
I •dm dm ••••••.•,•..•:••!••ate 0• ••• -
F}+MIN
CHANNEL II��"##67 STON •
E
BOTTOM
SECTION A—A SECTION B-B
NOTE: GIVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE SPECIFIED
5Y ThE ENiGINLER.FOR SITE SPECIFIC CONDITIONS.
TEMPORARY LINER FORTIFIED ROCK CHECK DAM
INSTALL PER MANUFACTURE'S NOT TO SCALE
—DEPTH AS RECOMMENDATION
SHOWN ON
PLANS
--"S\41---
----- Lf .
1.5' LINER NEIC,NT TO
5:1 TOP OF BANK
SWALE DETAIL
WITH TEMPORARY LINER
NOT TO SCALE
/ 40 1 •
I
h.— 5D
/ . •
/
•.fit•
--t D- a;64 ‘I, .s_. .-••
CHANNEL
-- -- . pa. _ "• 2 fail;ltt/
0 ••.' i. 115' MIN.:.
0
///.il• .! ® e . • ./
50
~
IN CHANNEL - - . a SEAL
PLAN VIEWS I
%,,.*•$14, d1� •�vs:,'
D 35' K 6' 6' R/W f, l bAt • i��e
1 11i
1)W l SLOP AS REQ'D ��i"PER FOOL i
Grass
Surf ace. �I II 11— I I--I I\
I/3 D I
RIP -
RAP 6�� I�l I I I I I I I
SECTION VIEWS
MEDIAN STONE DIAMETER = 6" UNLESS OTHERWISE . .c
NOTED ON EROSION AND SEDIMENTATION CONTROL r f
PLAN. r E .0. OR A.B.C. Sheet
I . D = INSIDE DIAMETER OR WIDTH Detail Sheet
g
OF CULVERT
2. MINIMUM STONE THICKNESS TO BE
D, TWO TIMES SPECIFIED STONE DIAMETER.
3. FABRIC TO BE INSTALLED UNDER STYMMETRICAL CUL-DE-SAC STELLA LANDING
ma' RIPRAF LOCATED IN SWALE.
'> 4. FINISHED GRADE OF RIPRAP SHALL BE NO CURB AND GU 1"1 ER
o AT INVERT ELEVATION OF PIPE. T
White Oak Tulip., Carteret Co., North Carolina
'NOT PLACED ON TOE OF GROUND AT D.O.T. STANDARD A1V DA
INVERT.` NOT TG-':,; ALE •
PERMANENT RIP RAP APRON
M & M Land Development
166 Center Street
•
NOT To SCALE Jacksonville, North Carolina 26546
v (q10) i38-5c100
GRAPHIC SCALE: 1"=100'
DATE: 10/12/09
�, 0 50 100 200 300
3 SCALE: 1 "=100,
mom liiimoolomi
FEET
Parker & Associates, Inc.
Consulting Engineers — Land Surveyors — Land Planners . H° aoAs
v P.O. Box 976 - 28541-0978 _
v� _HELD BOOK:BOOK:Trent #1, Pages 26-27 306 New Bridge Street - 28540 _ -_
D15K NAME: ACAD 2054
v Phone [phone]vllie, - Fax [phone]
FILENAME Stella bridge-pier gen.dwg AWG/BLD Sheet 3 of 3 Jacksonville. North Carolina =
o JOB NO.: S060815-4219
Firm License Number: F-0108
� Rev. I1-05-Oq BLD - Revised Sheet Numbering
a

LEGEND o
R
Elev. - Elevation Swale Calculations Chart TRACT DATA
FEB - Flared End Section
Drainage Pipe Chart p Inv. - Invert Area Q10 Side- Channel Velocity Velocity Total Area 133.01± o LANDING ROAD
OUTLET Section (acres) (cfs) Slope Slo e(°%) (bare) s) Number of Lots 33(f s) (g assed) (f
ISF - Iron Stake Found P P P r P
1 - 1 0.69 2.'4'T 5:1 0.42 1.91 0.84
D.B. - Deed Book AREA Q10 DIAMETER GRADE LENGTH VELOCITY Minimum Lot Size 15, 000 SF
PIPE (acres) (cfs) (inches) (ft / ft) (1f) (fps) 2 - 2 6.37 19.94 5:1 0.36 3.04 1.33 "
M.B. - Map BookMinimum Lot Width
A 0.58 2.08 18" RCP 0.0028 72 2.92
Pg. - Page 3 - 3 2.50 8.96 5:1 0.50 2.81 1,23 Average Lot Size 100, 333 SF ���
B 1.46 5.23 18" RCP 0.0050 40 4 .55 55 P LEEUNE
�] RGD - Rock Check Dam 4 - 4 1.13 4 .0 5 5:1 0.5 5 2.3 9 1.0 5 Smallest Lot Size 15, 3 0 0 S F (Lot 11) ersDCEv�w i �I/�/jj/��� c Y POINT
C 4 .29 15.38 24" RCP 0.0063 48 6.42 �;�// RAILROAD
® RRA - Rip Rap Apron Linear Feet of Streets 2,000± LF '
D 1.08 3.87 18" RCP 0.0050 40 4.25
R/W - Right-of-Way Q=ciA Friction Factors Proposed Use Single Family MOLLY LANE AI�
Typ. - Typical C=0.5 n=0.02 Bare Earth Existing Land Use Vacant/Farm Land 4Q=C1A i10=7..17 in/hr. n=0.06 Grass .
--Ns- - Flow Arrow c=0.5 RCP = Reinforced Concrete Pipe Water Service West Carteret WHITE OAK
i10=6.26 in/hr. (Swale 2-2, .time of ::::::t:: :0: ::::n)
v=1.49 R 2/3 s 1/2- Lot Number i10=7 .17 in/hr. LF = Linear Feet • Service Individual Septic j*..�/ �j /'',
O - Pipe Label Excelsior Curlex Blanket. MT OAK
NOTE: RIVER
x - Proposed Spot Elevation a� 1. Contractor shall use invert elevations shown on plans
O- for construction. Grades shown above are rounded.
- Swale Label 2. Pipe lengths include flared end sections.
0+1. wla 1-tarry P. Barker VICINITY SKETCH
- - - - - - - Coastal Wetlands * Others
--- - Proposed Ditch 28 D•B•CemetQ g• 72 NOT TO SCALE
- Treel ire .a N y
- Wetlands Line Cc� \ / \
- q - Existing Spot Elevation 4 / --/
i GENERAL NOTES:
/ - I Entire tract is m Flood Zone AE per FEMA
RiW N% `� / map GPN 370043 5346 K (Carteret Go.)effective
-- -BlW- N \ \ / Rlt' /� Nov. 3, 2005.
\ _-)•l5 Wetherington Landing Road ,� 2. All streets to be public (Department of
N Trans tation
\ -- N.C.S.R. 1101 - 60 R/W por ).
v /` 0' �•:�ti / 3. All rights-of-way are 50'.
4. There will be no direct driveway access onto
D! )-• ,r, ---
_____----
;coded �- Hetherington Landing Road 4 Stella Road.
-` IS .1 ' -- a 5. Payment will be made in lieu of land dedication
8 onc.,� � SF��-,rea he`.ac+u'all i'ei, a \ -_ / -i IN) for recreation.
I I , ;: -D;-t _�-- 6. All lots shall have a min. average lot width
NOW OR FORMERLY inv �.02-\, rn X I li i Road n, \ �_'�- �/ g$ of 60' at the minimum building line.
CampLejuene to Right of Way For 1.•2 r 6 C r \ -- _ 70
UNITED STATES OF AMERICA ) Easement For 7. Development area is agriculture laid and partially wooded.
CAMP LEJEUNE/CI-TERRY POINT RAILROADCrossing * Recrossing 1 ,-(6- .;e:, ;'._.No Visible Rood----._ \ 3 711
CherryPoint Railroad I -� .• Public Road t-1'♦\ 8. All easements to be drainageand utilityat
D.B. 252, P 171 t Side. Ditch
PARCEL 24 Puss 249 - ; _ wooded \ D.B. 252, Pg. 171 `-1� dimensions shown, unless otherwise noted.
D.B. 252, P. 171 D.B. 2s2, Pg. rn 18' - =' � � \
M.B. 27, Pg. 77 rcp 'I j -_ _ Area-�, See M.B. 31, Pg. 26 __ ) \-Irl�I110\ q. This project is not within any areas of environmental
0 W 1 1 I�I�I�I�I�!MI I-I-ICI I I 1 i I�I�I�I�I I�I�I�','"'+,'1411 _ill 0 I�iS1�1�1�1�1�1�1�1�1� m1� mil.1�'�I�'�I li concern except as shown.
EXISTING RAILROAD RIGHT-OF-WAY 1 .3 fro ..` , 'v. 10. Stormwater .from this project drains to the White Oak
AS PER M.B. 27, P. 77 _ Release Swale to i8'�rcp-� wf} 6.62 'P / g 8 River which is classified as SA;I IQW, and is part of the
RIGHT-OF-WAY AREA SOUTI-1 OF N.C.S.R. 1101 ....\ Natural Grade , '! ''_ _ Basin.
640 570 Ft. / 14.705 Acres Elevation 4.5t • I I �g". cng:' _- - 1 . hadd lion l information�-' �xv 7G 1 Fori ion see the detailsheet.
i v
- ••-.. •• ate al t
headwal; -- �' 12. The developer is buildinghouses on all lots. The
\ / ISF at. „ • R/W typical footprint shown is to denote driveway and
R/W 20' % house construction. The actual size and location
\ RCD r 1 �,. • I •J ) `` Flood - Floodof the structures may vary.
• / I / i ) I 20' \ Zane AE ) Line 13. All easements to be public drainage * utility
\ / - easements at dimensions shown, unless otherwise noted.
Uplands I 6 8 I ,.(� I (Elev. 9) / .(Typ.) Easements shown as or
( 5:1 Swale (� El 1 \ ERM
SuJole .., /
P0.3X .
1
i Wetland 7 \. 0/ ® ® i i0 aI ® © ® /
•
/ / 20' FESiv I ( / Wetland
\• / / 6.5 (In 5.6 FES Inv 20 FES Inv 7.2"S
\ • ) . 5.3 S \ Swale =`/ (Out 5.8 I I In 6.0 I Swale RCD / - Release Swale to /\
• / Swale - - - - - - - - - _ - - J Natural Grade \
•\ •' / 5.7 � ;� -., C37�-
� / G��Elevation . 5.Ot.- . ., _- - -1---; lir / \
___
- --- --- --- --- ,. --- �►.._ 6 0 S 4 5:1 Swale /A�/ /
\ /( ��,, = xn xn 7.6 C i�� 8'7 x s" I� x 0' �' _ le i O.bX /
x
9.9 _
2
\ 4' Access to - �q1 /
/ Community / ® •
Swat¢ - - - - - 1 -rj-: --- i:'--- -:') ( 6.5 c. �� FES Inv 7.2 - \ (/ /O /
/ •
Coastal I 1 I s.aSiale I - I Swale i= Out 5.4., 20' le \ ----1--
_� I (\
Wetlands - - X - \ ) I
\ R I I 6.5Si ® I ® 0 I j /
FitInv I O ' \_i
\ - ale 40 I 20 O. ' / /
\ ( 5:L S to 3.6 10 I13
FES Inv Isiu049 �• - ; /' /Roads & Drains e Notes: 4 _ le - 5.0 .• 0.1% I R- •in4.3 � /
Swale L Swale 2
The streets to be constructed for this project are subject to the - -\ O -+s x .-
Release Swale \ \ / N /
Department of Transportation Certification Program and Quality / t0 Natural �� , \ \ 5:1 Swale 41) / \ ,--
Department
Management System Maintenance Version Requirements. The / Grade ,-S • �J \ \ e 0.3% / \ ® / -
Contractor, at his expense, shall provide test results on \ Elevation- 3.0t I 20' y0 \ ® FES.':Inv _ \
I) Subgrade, 2) Base and 3) Pavement. The Contractor shall \-� Y. Q In 4. I x - I /
insure that all construction and testing is performed in accordance N 5.4 '
/ \ /"\ I \\ - _ \ Swale (FES Inv 7.4 / SeedingSpecifications:
with the N.C. Department of Transportation "Standard L -, -
Out 4.0 Apply lime and rtilizer and work into 4 - 6 inches of soil. Seed
\ mixture shall be distributed uniformlyand covered with a clean straw
Specifications for Roads and Structures", latest edition, 2000 \ I :f \ - -
hot Mix Asphalt Specifications and Manual, and"Quality Management \> V __ _ - r considered
�}^ x �_``-•- �,� / j mulch. All mulch shall be crimped or asphalt tacked to hold in place.
System Maintenance Version", and shall report the testing and/or / / N N - _`Agilli ��` /
core locations, test method, results and D.Q.T. allowable range \ / \ iCputi.00.0.7.,:i. , /-_\ Material and application rates a5 follows, and are gene Ally con 'd red
7:
�j, / �/ minimums. *Mulch rate to be doubted is crimped*:
/ --- ! ��</ /� /_ __.li
I Material A plication Rate
and shall be the Pn sneer or the Pn sneer /�\ / / ® ` ; - ^\• \pp g - / Lime 3000 lbs. /ac.
or tolerance, as applicable. Sub grade shall be tested for density I \ 5.4 q \
proofrolledby testing g 9 Swale �' -
_ 20' = 5:1 Swale - � Fertilizer (10-10-10) 750 lbs./ac.
or Surveyor who will issue the Final Certification. Base and I/ / \ \ 0.5%
pavement shall both be tested for density and thickness. If Parker / / Mulch
Q2 tons;ac.
Associates is administering the construction they must also proofroll the \ f/ \ /
Asphalt Tack 4352 gal_/ac. (Max)
stone. Testing for pavement shall be certified by either a professional \ / _ _ a J . .
Permanent Seedin
\ �,.. -'' 3 / Common Bermuda
co.Goaetal
Engineer or properly certified QMS technician and shall be in accordance / \ \ - _ �,/ \ �� Wetlands1) .
with QMS criteria. Required thickness for this project is as shown on the plans. \ / \ 4' Access to , (Unhulled d Sept.Se1 April 10075 lbs./ae
P
\ I (Hulled April 1 - Sept. 1) 75 lbs. /ac.
Note that thickness for widening or turn lanes is greater than that for internal streets. \ \ /
\ N.---....,„. Community RGD \
2. Minimum Densities: \ \ // / > /- \ \ � 0
Dock • • "Rebel" Fescue 50 lbs./ac
• . Rye Grain (Sept. 1 - April 1 only) 50 lbs. /ac.
Subgrade I00% I ,,\ /` / / / �\ / / // 20 ._ /-- ---// Temporary• German lSeedinlet gril 1 - Sept. 1 only) 50 lbs. /ac.
Stone Base 100% / / J / _ _ /
S 9.58 92% // �� \ ( \ Kobe Lespedeza 15 50 lbs./ac.
B 25.OB 92% / z/ \ Cl--, , / Release a wale • Rye Grain 120 lbs./ac.
/i \ ..J April 15 - Aug. 15
3. Notify the Engineer or Surveyor, who will issue the overall Final / \ \ ( I� - \
Certification, of all phases of Roadway Construction. / \ Elevation 3.0t • Aug. Millet
40 lbs./ac.
\ / fj \ i
4. A minimum sight distance of 1O'X7O'shall be maintained - Aug. Dec.Rye Grain 120 lbs./ac.
along the right-of-way of all internal intersections. N. \ -
5. 20 foot radii at right-of-way intersections, 30 foot radii at I \ �\ 3 /_ r ^ /
\/ - A ' \ �.. / wetland
edge of pavement intersections. /- I
G. All culverts under streets shall be reinforced concrete per North Carolina /
Q Department of Transportation Specifications, unless otherwise specified ` ��® � t f "`- v LL
/ c E S / °" - Stormwater Management Plan
and/or approved by the Engineer and/or Department of Transportation. / / ) i_ r 1,
7. All materials and practices shall meet North Carolina Department / / N, ' / Low-Density Residential Subdivision o 9
V- 'd �C i z 0
/// \ I < �. •Coastal ." ,: '1
of Transportation Standards. / �, , -
I, 8. For other detailed construction notes, see plan and profiles. // \ I N Wetlands <. ::� .-
c:i // / / \ ` p �/ - • �'�n • 'GI • . ��
/ STELLA LANDING
3 Note: / / / // `. - � -- 1
/ / - - White Oak River • / White Oak Twp., Carteret Co., North Carolina
01roe
d Contractor shall insure that he and all his workers (contractors, / / \ \
and other site personnel) do not damage construction -` •/ r< / `""' M & M Land Development
subcontractorsD. / �. / \ I ' ;, / _ _ sir: 3`aa(� /ETA `INC' 166 Center Street
v stakes or other measures used in laying out the project whether by - `/ / C lYl P E>�lil� �
r D iv
Jacksonville North Carolina 28546
!��t�. LAND SURVEYORS LAND PLANNERS ,
o�
/ / N \ i P.O.I F76 w4 t« )NVaI I E NC � 1-©976 (°I10) 938-5900
-5 the Engineer or another entity including those under the employ of the /
contractor. Contractor shall cause his workers to observe and verify _ / �' v ' -- --- / 1
to the fullest extent practicable that stakes, other measures and grades // /
/> . `�> - - " -- - -
are, or appear to be, accurate and correct, and immediately, but prior GRAPHIC SCALE: 1"=100'
work, notifythe stakingentityof any potential conflict, DATE: 10/12/09
to any associated
o error or question regarding the work. The Engineer shall not be responsible 0 5OMEN 1111111111111111111.11MEN
0 100 200 300
if all of the above measures are not strictly adhered to. The Engineer shall SCALE. 1 »=100'
•
not be responsible where due to damage, his staking can not be verified.
FEET
For critical or costly components of the work, where the contractor believes
Parker & Associates, Inc.
n that staking may not be preserved, the contractor shall regyest the staking
maw"'14 $c�zOba
� entity to place staking in an area where its preservation can be insured. Consulting Engineers - Land Surveyors - Land Planners
P.O. Hoz 978 - 28541-0978 =-Alik -_-_
FIELD BOOK:Trent #1, Pages 26-27 308 New Bridge Street - 28540 • . - --- -
'" DISK NAME: ells 2054 Jacksonville, North Carolina
y
FILENAME: Stella bridge-pier. gen.dwg AWG/BLD
JOB NO.: SO60815-4219 Phone [phone] - Fax [phone]
License Number: F-0108
2
.J
.r t .uree n,mlax rilxr.en,,mF Tr, •,a.., r ,. , :i - iri.ss..e.

•
-it OW-
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#67 STONE
6' DITCH --...'- --.11— 20' PAVEMENT - -—
i .5" 6' MIN.
I/4" PER FT. MIN. SF9.5A 41116...
SHOULDER , •
I" PER FOOT
' 1—III = _ ' I!l�p. — •. :••--
III :..;..�'- • :l::.;; ;,
3 _ r 3 -
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S.T.B.C. OR A.B.C. i CHA NEL 1 dm= MEDIAN DIAMETER OF STONE
RESIDENTIAL COLLECTOR - LOCAL RESIDENTIAL BOTTOM
Not to scale B �-J
TOP OF PLAN VIEW
CHANNEL 6" 6' — '
N = VARIES CHANNEL TOP 12"
1/2 W r /2D
(CNANNE/ _ t
1/2 D + I- 1 1/2D 1 ��•`:St•tatria� fl-OW
�_ 4"MIN •
CI-IANNEL #C7 STONE
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SECTION A—A • SECTION B—B'
NOTE: EVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE SPECIFIED
BY THE ENGINEER FOR SITE SPECIFIC CONDITIONS.
TEMPORARY LINER FORTIFIED ROCK CHECK DAM .
INSTALL PER MANUFACTURE'S NOT TO SCALE
—DEPTH AS RECOMMENDATION •
SHOWN ON •
PLANS
---- 41.—
I.5' LINER HEIGHT TO
5:1 TOP OF BANK
SWALE DETAIL
WITH TEMPORARY LINER
NOT TO SCALE
•-- Q-
/ \
/
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/
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•
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PLAN VIEWS I
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3497
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_____ _ / ..L.,_,1 11—I 1 1—) 11-1 I� , 4v II •1't
RIP RAP �� 67I klHffi:H L - !✓--- /0/%2l�'
SECTION VIEWS -mon
_
MEDIAN STONE DIAMETER = G" UNLESS OTHERWISE "•
v
,__1 NOTED ON EROSION AND SEDIMENTATION CONTROL
PLAN.
? I . D = INSIDE DIAMETER OR WIDTH
a, OF CULVERT S.T.B.C. OR A.B.C.
Detail Sheet
cci 2. MINIMUM STONE THICKNESS TO BE
N TWO TIMES SPECIFIED STONE DIAMETER.
°� 3. FABRIC TO BE INSTALLED UNDER STYMMETRICAL CUL-DE-SAC
$ RIPRAP LOCATED IN SWALE. STELLA LANDING
4. FINISHED GRADE OF RIPRAP SHALL BE NO CURB AND GU I I ER
AT INVERT ELEVATION OF PIPE.
*NOT PLACED ON TOP OF GROUND AT D.O.T. STANDARD
White Oak Twp., Carteret Co., North Carolina
INVERT.*
NOT TO SCALE
3 PERMANENT RIP RAP APRON • . M & M Land Development
94
NOT TO SCALE
166 Center Street
to . Jacksonville, North Carolina 28546
m
(q10) q38-5g00
GRAPHIC SCALE: 1"=100'
DATE: 10/12/09
0 50 100 200 300
SCALE: 1 "=100' �� FEET
b
Parker & Associates, Inc. Hoy
Consulting Engineers - Land Surveyors - Land Planners 'Sp°� �44
Box 976 - 28541-0978 :
,-
P.O.
DISKFIEL BOOK:Trent 1, Pages 26-27 306 New BridgeStreet - 28540
DISK NAME ACAD 2054
FILENAME: stella bridge-pier gen.dwg AWG/BLD Jacksonville, North Carolina
. JOB NO.: S060815-4219 Phone [phone] - Fax [phone]
License Number: F-0108

LEGEND g
Elev. - Elevation
Swale Calculations Chart TRACT DATA
FES - Flared End Section Drainage Pipe Chart
olnv. - Invert Area Q10 Side- Channel Velocity Velocity Total Area 133.01±. Taa Lc
OUTLETg =LAD
ISF - Iron Stake Found Section (acres) (cfs) Slope Slope(%) (bare) (fps) (grassed) (fps) Number of Lots 33
D.B. - Deed Book AREA Q10 DIAMETER GRADE LENGTH VELOCITY 1 1 0. 69 2.'4'T 5: 1 0.42 1. 91 0.84
Minimum Lot Size 15,000 SF
PIPE (acres) (cfs) (inches) (ft / ft) (lf) (fps)
M.B. - Map Book 2. - 2 6.37 19. 94 5: 1 0.36 3.04 1.33 Minimum Lot Width
A 0.58 2.08 18" RCP 0.0028 72 2.92
Pg. - Page 3 - 3 2.50 8.96 5: 1 0.50 2 .81 1.23 Average Lot Size 700, 333 SF
B 1..46 5.2 3 18" RCP 0,0 0 5 0 40 4 .5 5 �I'/ / //A P LEJEUNE
�--n RGD - Rock Check Dam L1A4
1. 13 4 .05 5: 1 0.5S 2.39 11) eRnEw /�� ���- Stets '� //// �Friction Factors Proposed Use Single FamilyIRP4( /
Typ. - Typical C=0.5 • n=0.02 Bare Earth p a HOLLY LANE I,
Q=CiA Existing Land Use Vacant/Farm Land
i10='7 .1/ in/hr. n=0.06 Grass
--ma- - Flow Arrow c=0.5 RCP = Reinforced Concrete Pipe Water Service West Carteret MITE OAK
:: :m<:: :i2: :c ::a:
concentraion= 0min ) s 1/2 Wation
i10=7,17 in/hr. LF = Linear Feet 28 - Lot Number d swales with American
O Pipe Label Excelsion Curl.ex Blanket. MITE OAK
NOTE: RIVER
x - Proposed Spot Elevation 1. Contractor shall use invert elevations shown on plans
O-6°- for construction. Grades shown above are rounded.
- Swale Label �e 2. Pipe lengths include flared end sections.
Of- parry parry N. Barker
- - - - - - - Coastal Wetlands ' ' * Others VICINITY SKETCH
--- - Proposed Ditch D.S.2�00 D.B.
Cemetery
-0 72 NOT TO SCALE
- Treeline -0 or
• - Wetlands Line 0?(6.0 - . / --�
a - Existing Spot Elevation � Q GENERAL NOTES:
,e�� \ --„ /
\ / / - J l / 1. Entire tract is in Flood Zone AE per FEMA
NSA /` / map CPN 370043 5346 K (Carteret Co.)effective
- -B ►^� ` N 0'4- �-� Nov. 3 2005.
�N Wetherington Landing Road Y �� 2. All streets to be public (Department of
'\ "1, - -� N.C.S.R. 1101 - 60' R/W i- - ct_ Transportation).
o / 3. All rights-of-way are 50'.
�� 4. There will be no direct driveway access onto
,n1.:9,,
�. -_ -� Wetherington Landing Road * Stella Road.
15 `; 5. Payment will be made in lieu of land dedication
;loaded h; nce.. SF�� for recreation.
rea2 headwall--\ I) , . a ���_ /� fJ
•
,J `, •a Dirt -�- 6. All lots shall have a min. average lot width
NOW OR FORMERLY ry .02 x �l R ' - �� ' �' g $ of 80' at the minimum buildingline.
UNITED STATES OF AMERICA CampLejuene to Right of Way For \ -G 5 -Easement
) �' - ----- For A 7. Development area is agriculture land and partially wooded.
CAMP LEJEUNE/CI-IERRY POINT RAILROAD Crossing * Recrossing u- ,,. o `/is1o.e Root \ 7d JO
Cherry Point Railroad D.B. 252 P . 17l �� Public Road - 1-`-1 8. All easements to be drainageand utilityat
PARCEL 24 Par-cal 24 g -- , ' T Side '" ,`"nD.B. 252 P 171 �-
D.B. 252, P. 171 Ds. 252, Pg. rn 8 - �Wooded N See M.B. 31,g P 26 `-�� dimensions shown, unless otherwise noted.
M.B. 27, Pg. 77 rcp _ 1 - - - Areag' I�I_�I�!��+ q. This project is not within any areas of environmental
I ' I 1�IMMi I F I I I�I�I�I=i�l�l��11=1I�1=I�I�I�lC i�L 'hr'�', l inl o I�I�I�I�I�I�I�I�I�I�I��I�1�1�1�1�1�!���I�I� _ 1 concern except as shown.
EXISTING RAILROAD RIGHT-OF-WAY " NIT, - Ir,. / ' -1 g 10. Stormwater from this project drains to the White Oak
AS PER M.B. 27, P. 77 _ �Swale to 18' rcp �p � 2 _ 7- 1 River which is classified as SA;I-IQW, and is part of the
RIGHT-OF-WAY AREA SOUTI-I OF N.C.S.R. 1101 \ is \I White Oak River Basin.
.. 640 570 Sq, Ft. / 14.705 Acres Elevation • 4.5t I ' ' 8= 7t1
�h ,may -, Y unc`t \ lii 11. For additional information see the detail sheet.
,ead ,ta 1
5'� w I 1 isi= _ ditch \ I �- 12. The developer is building houses on all lots. The
/ \ ISF .iia.. ,� .. R/W typical footprint shown is to denote driveway and
R/W 20' C� �`�" house construction. The actual size and location
\ , r,
t.' I of the structures may vary.
/: I / Flood
t I f Fl20' • \ Zone AE .) Line 13. All easements to be public drainage * utility
Uplands / 1 I i (Elev. 9) T easements at dimensions shown, unless otherwise noted.
5 1 Swale �) / ai 16 8 4 ( YP ) Easements shown as or
0.3% x Swae /
,
i wetland ` V
� �j' Q ® ® I i Q. / -
O © O O
% FES Inv i il
/
\ / (6.5 20' I I / Wetland
••\ 28 ! 5.3 \-- (Swale In 5,.6 FES Inv 20 FES Inv (7.2'� / /
I - I In 6.0 I jRelease Swale to
Out 5.8 Swale RCD /\
/ Swale -_ �-- - - - - =-= - - - -- - - - - - - - - - - - - -- - � � 1 Natural Grade
\ • / 5.7 Qc (; `. ✓ � .\ / / Elevation - 5.0* // \
(.1
\ x x �� 7 x 50' Z f V q.q 2o',.G - `-: -NN\,4'o Swale /
\ /( H.,4 7.6 x8.2 tiA. _ 8.1 �-- a1.2 /� i ,
�, 4' Access to 5.7 l\ / '�� ��=-- --• --- --- -- d --- - --- - --� /
Community / ® Swale \ / •` - - - _ - - _ L /\ /
\ Dock 1 - - - - - - -1 - - ( O /
/ ( 1 t j 6.5 RRA FES I 7.2 / / / /
/ ( , die I _r i Swale i= Out 5 4: 20' �.le \ X-•--� /I ( I\ \ 1
Coastal
Wetlands / = - A \
\ i, I Swale 1 ' l ( ® ® 10 0 I /
- 1 FE'S Inv
Swalei 04( _ iO.- 4.0 I 1 /
\ snit \ FES Inv 4.9 20' / /
\ ( •10.9% is 3.6 I �I( ® Swale 5.0 /
�. ® - - . L in 4.3
Roads & Drainage Notes: \ - Swale _ _ . ..�t L _ - Swale 2 _
r- /
I . The streets to be constructed for this project are subject to the -- - -\ �- "'"- , .-
Release Swale \ 044 _ -- - - , �O _ ll ` -
Department of Transportation Certification Program and Quality / to Natural _ \ / / O /
e _ 5:1 Swale / /
Management System Maintenance Version Requirements. The Grade - v \ \ • 0.3% / -
Contractor, at his expense, shall provide test results on \ Elevation 3.0± i l 20' 7 ' , uj0 _ \ ® FES Vnv \ -
I) Subgrade, 2) Base and 3) Pavement. The Contractor shall \ r „ p In 4.' x - ( / •
insure that all construction and testing is performed in accordance / / `", N. 5.4
with the N.C. Department of Transportation 'Standard \� J ^\ ': \ _-- Swale FES InV, f7 41 / / Apply lime and fertilizerl and work into 4 - 6 inches of soil. Seed
Specifications for Roads and Structures", latest edition, 2006 \ /�,,, 1 C ` - Out 4.0 / ( Apply
\ 1 l .. $ s / I mixture shall be distributed uniformly and covered with a clean straw
hot Mix Asphalt Specifications and Manual, and"Quality Management i/ x� •" lic)
� / / to hold in lace.
I Y \ \ - --- _ mulch All mulch shalt be trim or asphalt tackedSystem Maintenance Version', and shall report the testing and/or / p- -•--�` ��/ / Material and application rates as follows, and are generally considered
/' `�, N. / / ( minimums. *Mulch rate to be doubled is crimped*:
core locations, test method, results and D.O.T. allowable range \ 5� -- �' / �" N( / ( \ !-- �/ ;;� , --- MaterialApplication Rate
L
or tolerance, as applicable. Subgrade shall be tested for density \ 5.4 -, ___
and shall be proofrolled by the testing Engineer or the Engineer / \ / - 1/51 .'-'5:
/ 1zer ( 0 10 1 ) 7/ Swale _ Lime 3000 lbs./acJ \' 20' I - Fertil ' 1 - - 0 50 lbs. /ac.
or Surveyor who will issue the Pinal Certification. Base and I / - \ wale
pavement shall both be tested for density and thickness. If Parker �' • 0.5X / Mulch 2 gal.tons/ae.
Associates is administering the construction they must also proofroll the \ ,, \ 1 /� Q / i / Asphalt Tack 435 gal./ae. (Max)
stone. Testing for pavement shall be certified by either a professional % \� �, -` ! ' ` /- J� Common Permanent Seeding
Coastal
Engineer or properly certified QMS technician and shall be in accordance (Unhulled Sept. April1) 100 lbs. ac.
\ - _ _ / W 4 ( Wetlands ( e p t 1 A i // /
with (CMS criteria. Reduired thickness for this project is as shown on the plans. \ 1 .`\ / 4' Access to (Hulled April 1 - Sept. 1) 75 lbs./ae.
Note that thickness for widening or turn lanes is greater than that for internal streets. //•'` \ ` \-�._ / Community r;, RCD \ I "Rebel" Fescue 50 lbs./ac.
2. MinimumDensities: � � /.
/> /-\ \ O Dock - Rye Grain (Sept. 1 - April 1 only) 50 lbs./ac.
Subgrade l00% J j �'. \ / ___ _ /r German Millet (April 1 - Sept. 1 only) 50 lbs. /ac.
Stone Base 100% / / •/ / / �/ / �_--- / - / Temporary Seeding
SF9.5A90% / o / / // \ // ` - -� Dec. 1 - April 15
S 9.5592%a
/ / ( Kobe Lespedeza 50 lbs./ac.
/ / < ,�% I(j Release Swale Rye Grain 120 lbs. /ac.
B 25.0B 92% / /// \ \ \••l L. to Natural April 15 - Aug. 15
3. Notify the Engineer or Surveyor, who will issue the overall Final / \ \ (' `-
\ German Millet. 40 lbs./ac.
Certification, of all phases of Roadway Construction. / /
\ I. j , Elevations 3.Ot Aug. 15 - Dec. 30
4. A minimum sight distance of !O'X70'shall be maintained \ /` / Rye Grain 120 lbs./ae.
along the right-of-way of all internal intersections. \ \ / �, 3 . �
5. 20 foot radii at right-of-way intersections, 30 foot radii at ( \\I / I \ Wetland
edge of pavement intersections. ' \,_ .. ---,,_ , ®�O111 i!i pE y
6. All culverts under streets shall be reinforced concrete per North Carolina / - I, / 2. j f' ±i \ ` - i ���° C,� /%/ +
Department of Transportation Specifications, unless otherwise specified / / �I, ( , 1r. i.. i--- / ��``Z 6 �/ �� or at• ` r Stormwater er Management Plan
and/or approved by the Engineer and/or Department of Transportation. / / r- ` •' 0 0 .IP L
::
a. 7. All materials and practices shall meet North Carolina Department / / �. 0 ' / Low-
Density
Transportation Standards. p I ` / 1 / / V-- . 5� . E•.L T.-%
_ Low Density Residential Subdivision �'
8. For other detailed construction notes, see plan and profiles. // \ I ' . , 1\ \ Wetlands
c‘i /z r- //- \
v ( / :y / .3 , i A; STELLA LANDING
/ / / -- , , i ��, „ , •
/ ` ' _ _ ^ ` White Oak Twp., Carteret Co., North Carolina
Note: / / // // ' ,� , _.. White Oak River
v (contractors, / / \ \ lG�l O
J Contractor shall insure that he and all his workers / / / / _ I •
esubcontractors and other site personnel) do not damage construction - - - / / 'I / // \\ I f. �} i / M & M Land Development
stakes or other measures used in laying out the project whether by •- - `-/ ,( - - PRINTED
9� / 166 Center Street
the Engineer or another entity including those under the employ of the / / / \ ( � \_ / / Pira.il'i T11�J�'�,,�.a�� ��i�/ Jacksonville, North Carolina 28546
tc
m contractor. Contractor shall cause his workers to observe and verify _ / �'' " -77- / ,., (°IIO) 938-5900
/ t %�-� \ - / PARKER c� rM. +C'�ATI;� IIYIC
73 to the fullest extent practicable that stakes, other measures and grades / /
- ' CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS
GRAPHIC SCALE: 1"=100'
•
o in are, or appear to be, accurate and correct, and immediately, but prior
�� ' / P.U.BOX 976 JACKSONVILLE NC 28511-0476 DATE: 10/12/09
to any associated work, notify the staking entity of any potential conflict,
0 50 100 200 300
mum mummummi
o error or westion regarding the work. The Engineer shall not be responsible r: ,
if all of the above measures are not strictly adhered to. The Engineer shall SCALE' 1 =100 FEET
not be responsible where due to damage, his staking can not be verified.
For critical or costly components of the work, where the contractor believes
that staking may not be preserved, •
the contractor shall regyest the staking Parker & AS S o c 1 a to- , Inc.. /A ng Horizo
.40
C entity to place staking in an area where its preservation can be insured. Consulthm Engineers - Land Surveyors - Land Planners 5"
P.O. Box 978 - 2,8541-0978 .--_•�-_._.-
FIELD BOOK:Trent #1, Pages 26-27 306 New BrI aStreet - 28540
w DISK NAME: ACAD 2054
Jacksonville, North Carolina
D., FILENAME: stello bridge-pier gen.dwg AWG/BLD =
[phone] - Fax [phone]
JOB NO.: S06081 5-421 9 Phone ir License Number: F-0108
t T eaua Mawarraa„ A S -

,� CHANNEL
No—
TOP
0
me 50' RIGHT-OF-WAY B L` #67 STONE
G' DITCH —► -N•— — 20' PAVEMENT 15„ ow- - G' MIN.
1/4" PER FT. MIN. SF9.5A SHOULDER
I" PER FOOT ' — 1— _
..26-21111.1111~1110"11.111narlialmial"IMINIMMIIISW
— — - tiG"
A.B.C. :,..i I ': A
—I I—III—_IIIA ::,::_::.. �. :::.•
-III—I I I I I GRASS
1 1
- o - v I - SPLASHr r:/// 1 1/2D
APRON
N = CHECK DAM N I DTI-1
1:::it:::::.�::: : D= DEPTH OF CHANNEL
S.T.B.C. OR A.B.C. L. 1 dm= MEDIAN DIAMETER OF STONE
RESIDENTIAL COLLECTOR - LOCAL RESIDENTIAL CHANNEL
R �B---JojTOMt
Not to scale `''
TOP OF PLAN VIEW
CHANNEL — 6" 6"
N = VARIES CHANNEL TOP 1211(4, ------- --
1/2 N -- 1/2D
CCHANNEt� 1
-•-.. D
1/2 D • I 1 1/2D 4•;•�•;..•• FLOW
;!:tw.••••;•;.:•••••••••x,t drrl vi dm AA)es•-•••••0,0"000%a-4,w IA -
T 4"MIN
_CHANNEL #G7 STONE
BOTTOM
SECTION A—A SECTION B—B
NOTE: GIVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE SPECIFIED
BY THE ENGINEER FOR SITE SPECIFIC CONDITIONS.
TEMPORARY LINER FORTIFIED ROCK CHECK DAM
INSTALL PER MANUFACTURES NOT TO SCALE
—DEPTH AS RECOMMENDATION
SI-IOWN ON
PLANS
______qi •
1.5' LINER NEIGI-IT TO
5:1 TOP OF BANK
SWALE DETAIL
I
WITH TEMPORARY LINER
NOT TO SCALE 1
y
/ \
/ tir \
II A
i
I
[.....— 5D \ 7-
\ /
riff.
`• 41,00
CHANNELIt �-
y•, i� I 20' I
I D _ I 1
s PAIN.
1 50, E
IN CHANNEL 1--"-- NAIN.
PLAN VIEWS I `���1H CAR 1/i/
�1►11 ll///
D 3 5' R G' 6' 3' W/V :.:*•`0•F�S 3/O��`F'
_^— SLOPE AS REO'D - 34978
9 • •
���,1 �, .-!:' \ I"PERFOO_ •
� tli
` Surface ;III—) I —I ( 1-1 I� ,/77 A
4'1 11 ai
I/3 D
RIP RAP ' 1 1—III—III_
SECTION VIEWS G -1 I I—) I 1—I �_� /0/42/09'
Q MEDIAN STONE DIAMETER = G" UNLESS OTHERWISE v ‘,
.a NOTED ON EROSION AND SEDIMENTATION CONTROL
r° PLAN.
I I . D = INSIDE DIAMETER OR WIDTH
rn OF CULVERT S.T.BC. OR A.B.C.
Detail Sheet
N 2. MINIMUM STONE THICKNESS TO BE
N TWO TIMES SPECIFIED STONE DIAMETER.
0 3. FABRIC TO BE INSTALLED UNDER STYMMETRICAL CUL-DE-SAC
IN
N 4. FINI H DCATED GRADE OF R PLRAP SHALL BE NO CURB AND GUTTER STELLA LANDING
Co AT INVERT ELEVATION OF PIPE.
C.
•NOT PLACED ON TOP OF GROUND AT D.O.T. STANDARD White Oak Twp., Carteret Co., North Carolina
INVERT.• '
-, NOT TO SCKLE
3 PERMANENT RIP RAP APRON M & M Land Development
vo. 166 Center Street
NOT TO SCALE Jacksonville, North Carolina 28546
m
910 938-5900
m
GRAPHIC SCALE: 1»=100'
I')
DATE: 10/12/09 0 50 100 200 300
SCALE: 1 "=100' FEET
Parker & Associates, Inc. Hord
Consulting Engineers — Land Surveyors — Land Planners
inP.O. Box 976 - 28541-0976 _-._�•:-.-_-
FIELD BOOK: Trent #1, Pages 26-27 306 New Bridge Street - 28540
m Jacksonville, North Carolina
DISK NAME: ACAD 2054
•
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