SW8190508_Approved Plans_20190521

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�Q">• '`)� /� �� I 1 Linda Winesett
•� 4 / �- / D.B.1255,Pg.179 \/ / ~ .........--\Bernard Cleckner,Jr. ' M.B.31,Pg.399 \
---- -� 4 Giena Cleckner P,LN.#537604524170000
L --- ---- i' --- �- `� D.B.1482,Pg.94 /,,
\ M.B. ,Pg.9CIO
__.�._ �� P.IN33.# -/
"� John A.Berry r537603327050000! ---
��_ . -•— 1 do Maria Berry V ( a5
D.B.1497,Pg.95 J
rn a M.B.33,Pg.83 Occasions of NC,LLC
0
• a P.I.N.#537603314847000 �— D.B.1621,Pg.301
Z Z z 'r I Tract Two(G) •
- M.B.32,Pg.446 CIO
II
_ �_ P.T.N.#537603319840000 €p'
0 ,, Sh. ores
{ { reletiet-,t
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•
00 0
(Ll z C I I . / Community Mailbox O
Cluster Units ©
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m 8Town of Peletier, Carteret County, North Carolina
•
at misir ve
.1 i Jett
• ./
bk cR1
4/11111.'. -4... . . ".r:..../
�� Baymeade Court
•~• • . • 16 50' Public R/W
~`. Common Area F
` 0
~ (Park)
-~-`~ • ~- -
'. a 0 0 Linda i esett SHEET INDEX
Sheets South Point Court
4 & C ' `= 66 ® 50' Public R/W Q B.1118 p 253 . Sheet
Z, 7,, ~~ - g• Description
` .`~ ~ • P.T.N.#5376 45 63g4000
{ Sheets `~ '+
1 Cover/Index Sheet
& - - • 2 Preliminary Plat
~ ,� _ . — ~ 3 Preliminary Plat
~ ,t '�' '. 4 Grading, Drainage, and Erosion & Sedimentation Control Plan
••, •; \``, 5 Grading, Draina e, and Erosion & Sedimentation Control Plan W
.� n CAD 30 ® L - g g
• ~ ~ - + 0 . 0 •k 6 Water & Sewer Plan
\*
Flood
•-~•~ •~ ,� ~. 7 Water & Sewer Plan
•�+` .• •.. . • • 0 Zone
.:~j j �,r `•`. 8 Plan & Profile of Peletier Shores Drive ( sta. o+oo- PT Sta. 9+00 )
` " `*:.• Flood Plan & Profile of Peletier Shores Drive ( Sta. 9+00- PT Sta. 19+73.65 )
Flood
0
`�l •\ ( 7) 10 Plan & Profile of High Tide Drive (ste. o+oo -sta. to+oo )
Flood ~ ` Flood
Zone AE ,; .t Zane X .; ® �'� 11 Plan & Profile of High Tide Drive (sta. 0+00-sta. 13+02.89 ) & South Point Court
Flood (El.7') `'• , �.- 12 Plan & Profile of Baymeade Court & Starkey Creek Drive (sta. 0+00-Sta. 6+50
Zane X `•\• 59 �`.• ) '
• ` ~ ` • ��' ~.~ •
• 13 Plan & Profile of Starkey Creek Drive ( sta. s+5o -ste. 14+36.37 )
• 0
~7 @Common ` .�i.` - 14 Grading, Drainage, Erosion, & Sedimentation Control Detail Sheet
{ Area "�`� � ��{
15 Water Detail Sheet
rPI lG `~: .` 16 CAMA Permitting Plan
UNDERGROUND UTILITY 0
. , r+�� .:'• • ,� ,�,, ` 17 CAMA Permitting Detail Sheet
CAUTION NOTES . • s �� `� • ~ •°' •-=-;'
.kr w.. i
Underground utilities may exist in the vicinity of i - •:.. .('. _ a 0 i'. • t7.-_-.;::::..0.'' ' t,/c.,,ce
�� f
this project. Locations shown for existing utilities �'�'_ ~• `,' ;� ��� �,4
i \ •'. Common ear. i 'S
are approximate and other utilities may exist in the ' ' �`;; Area Gj'�� �P NC11�k 110�11V3W3J�/NdW
vicinity of the project which are not shown on these - + t� Common ,*! ,� , 1VIN3VNO J1AN3VisinM V3#-11dOr /�►
fans.. .i' Area 0 -- ,/ - ,I Q w 1� E C �F
::;•
Prior to excavation, the contractor shall provide .9``Ps P. ` i • r �� /� � /� MQ1� ��g
proper notice to the utility companies listed below , � �� li\010,,/ Overall Plan Developer.
and to any other utility companies that may be in the `• ''.� f 42 .• `
area in conformance with the"Underground Damage ` ~ ~
BY
GRAPHIC SCALE: 1n=goo" 8( Developers, LLC
Prevention Act'" of 1985 and the specifications. Ert •~l;l• , ' 1
_ 400 600
The contractor is responsible for verifying the � ` `•',•,',�~ '- i 4 ���s 121 Garnet Lane
location and depth of all utilities and reporting any 4�f - - 1 FEET
deviation to plans or potential problems to the �Sy, �� .\ I ) Date:05/14/19 Jacksonville, North Carolina 28546
Engineer prior to construction. Contractor is tp C� j .-'• '•
responsible for any damage to any existing utilities. ,• _ ,, x -,.-•� r + [phone] •���'"""''►►,
The contractor shall be liable for all legal actions , rESS1�y �/.1*1
~ ram' •Q. �d
resulting from construction in the vicinity of this common Area • • - / ; : SEAL ' / "14D--/
project and by accepting these plans agrees to hold (Public Water Access)
the Owner and Engineer harmless from any claims or � - • 37928
17. l
damages resultingfrom its work. / -��5�if
N.C. 811 1-800-632-4949 y '``0 .L llll f/tlll l,S
POWER CARTERET-CRAVEN ELECTRIC COOPERATIVER. . . 252-247-3107
TELEPHONE CENTURY LINK . . . 1-865-465-2313
CABLE TV SPECTRUM 1-866-874-2389
WATER AND SEWER WEST CARTERET WATER CORPORATIION 252-393-1515 BELL AN D P H I L L I PS
A"
Ok
GAS PIEDMONT NATURAL GAS 1-800-752-7504
(EMERGENCY 911)
Consulting Engineers - Land Surveyors - Land Planners
Cedar Point, North Carolina
cocoa 18281.ord 604E Cedar Point Boulevard - 28584
Engineer: Jonathan L. McDaniel, PE Filename:PeletierShares-Gen.dwg
Email: ]McDaniel@Parker]acksonville.corn Drawn By: JJS Sheet 1 of 17 Phone [phone] - www.BellandPhillips.com
JobNe.:slsoa27-errr Firm License Number: F-0108

•
S
Le end: Site Benchmark (SBM) •
g
Ac. Acreage N.C.G:S.Monument"CAR 37"
AG-Above Ground N: 362,365.28814
O BBEIP-Base Bent Existing Iron Pipe E:2,575,323.11392 Croatan
BG-Below Ground Elev.30.43(Datum NAVD'88) . • tze4
D.B.-Deed Book uob �i� ,ti~
1107
D.E.-Drainage Easement
, .:
16
o EIP-Existing Iron Pipe - .. '
SITE
O EIR-Existing Iran Rod
eop-Edge of Pavement
® epb-Existing Telephone Box
0 -S::
o ePP-Existing Power Pole
ex,-Existing `'ter,
L-Arc Length a:� '�
Sreensbortl
1Z2�
U1q
M.B.-Map Bonk ... . . . 4) .
MBL-Minimum Building Line
N.C,S.R.-North Carolina Secondary Road
PC-Point of Curvature
Pg.-Page
P.I.N.-Parcel Identification Number m o \l i ,N
��. 'a
\ ....
PT-Point of Tangency
°2�"
R-Radius �i n =' t�
R/W-Right-of-wayZ 2 �dd
SBM-Site Benchmark \ `
s.t.-10 x70' Sight Triangle
T Typical
,,
Yp•- yp
West
Centerline v V est Firetower \ .: ... . . • •AA'LANTIC•OCEA>J .'.. . ...•_'.•,•
... -'
Road
N.C.S.R. 1106
0 Vicinity Sketch
-Proposed Lot Number
__ _� y 60' Public R/W
STOP -Proposed Stop Sign R- `"+ ex,eo ___ `� -- -- �_ \ \ ���f Not to Scale
eex z �� �: Tract Data
ex eop WO f
�- Proposed Street Sign epb �1
- _� �m� ° zz SBM ex:ea 6- . 0 �p Total Area
----
asphalt •s 82.45 Ac.
Wetlands pl ,��_ a a
Ei,
..,• .] RPN uhpl ---:, °hpt 382 bl' S 86 42 23 E 30' 830.18' exec).
--- -�"- tie-^ohpl oh pi s., -� �� �� Acreage in Coastal Wetlands . . . 3.26 Ac.
I 20'MBL '- p - °hp we , i \�j j� ��O��
�► sue- ohpi e g�-- °hp+ -357.57'hpt �_ °h l p Acreage i n Open Space 8.05 Ac.
CO
-••-- - 404 Wetlands Line
o ° - zo'MMBL --- p - °' i '" `� ��jT 9 �Qy Acreage in Right-of-way 6.79 Ac.
'!� Jurisdiction
AEC -75' AEC CAMA Setback Line � I o Town of Peletier (R-20 Zone)
..-•.-•. Coastal Wetlands Line I I o o i w '`� Number of Lots 88 + 3 Open Space
ohpt -Overhead Power Line o i� i \ Minimum Lot Width 80'
Boundary Along I \
�Y�'1ahpt �: Overhead
, 402.49' 18 \ Minimum Lot Size 20,000 S.F.
i \ \ Average Lot Size . . . _ . . . . , 33,467.0 S.F.
Linda Winesett \
}' D.6.1255,Pg.179 \ \- Smallest Lot Size 20,029.0 S.F. (Lot 45)
Mullet Gut m� 393.54'
Q + a % , \ Linear Feet of Streets 5 322 L.F.
o m - „, M.B.31,Pg.399 ,
"D" to "E" Centerline Curve Data a Q 20' D.E. P.I.N.#537604524170000 Proposed Use Detached Single
Line Bearing Distance Curve Radius Length Tangent Chord Bearing belts o
o o a I � Family Dwellings
L143 N26°15'26"W 48.09' 1 550.00' 702.76' 408.54' 655,92` N39 53'54 E 73 12'35 + "" ExistingLand Use
L144 N42°06'11"W 61,18' 2 310.00' 251.28' '133.00' 244,46' N14°08`01"E 46°26'34" a f o'
402.40' I Vacant/Wooded/Agriculture
�+ Water Service West Carteret Water Corp.
L145 N64°04'16"W 49,40' 3 230,00' 228.59' 124.74' 219.30' N70°36'55"W 56°56'43" 406,84'
;rrr�,f/. Sewer Service Individual Septic Systems
L146 N17°53'57'W 10.14' 4 600.00' 139.94' 70.46' 139.46' N26°21`26"E 16°31'56" "' o j f/f, �� Fire District Western Carteret North
L147 N30°27'38"E 22,15' 5 310.00' 73.22' 36,78' 73.05' 527°51'24"W 13°32'01" u' o 0 8 ex.sin iestn
° .. ,o 0 9 Rescue District Western Carteret Medic 1
1.148 N71 39 50 W 12.82 0 0 brick dwelling
I 0 1 § PIN 537603402422000
L149 N40°16'10"W 18.45'' 20' D.E. 402.30' o
Q° Deed Ref. : D.B. 1490, P 79
L150 N76°18'07"W 31,74' 420 �- -� M.B. 32, Pg. 44 6
L151 N53°08'31"W 27A5' 2 in °D g
L152 578°32'52"W 38,77' � I m a0o 15' i cn
L153 N01°31'S8"W 82,22' �' m '"
ci
L154 N56°49'45"E 29.17' J PC M I Minimum Dimensional Standards
P. °M° J Front Yard Setback30'
L155 N09°57'14"W 65,10` 398.89' o v Min:
n Side Yard Setback 10' Min.
L156 N16°52'48"E 35.94' "' a a R'
L157 N46°43'D8"E 36,19` Occasions of NC,LLC '' -' ' Rear Yard Setback 30' Min
L158 N05°01'38"W 40,03' D.B.16Zi,Pg�3)1 I • J
Tract Two G / / o Side Yard On ROW Setback 20' Min.
M.B.32,Pg,446 3&6.39. o 446.16' -
P,I,N.#537603319840000 m I / v'
Notes:
a•
., 01.3) J I 1.All streets to be public,(Town of Peletier)
°1 I 9 / 20' D E.-�„�t�-- r 2.All street signs provided by owner.
°� 3.At all intersections:
BBEr r /
5 86°49'24"E 205.38' � . 20' radii at all rights-of-way
BBEIP
88.84' 68.20' 48,35' ''4 ' B2 r�
10.49' t `t' 30' radii at all edges of pavement.
7 ,90 / tio +'`4 g 4.All street right-of-way to be 50' unless otherwise noted.
•
/ 5.Pavement width to be 18',
' '�Ss. " � 6.This site is not affected by any special flood hazard per FEMA CPN#370658 5366 K and
;n 1 15' D.E.
. /
556•2 370658 5375 K(Town of Peletier)effective 07I16I03,
ti 7.All easements are drainage&utility at dimensions shown,unless otherwise noted.Easements
Li, i �' ex.black
a� Rf1 �6 �� j barn shown as or except along street rights-of-way.
f \ \ �, 80 / �; ♦ o, �. N 8,10' drainage&utility easements are reserved along all street rights-of-way within new lots
m 'a' �� r ♦ n' /� `"' on this plat.
/ z ED 1-s ~q e 9.All easements are dedicated for public Use,unless specifically noted otherwise.Public use
•/ o \ cii.'� y h ti / .6�, 20' D.E.
13,27, means that public entities and the general public may use the easement,but does not mean or
o?
EIP a AS) J imply that any entity does or will use,or does or will maintain any feature(drainage or
125.46 -- \ \ ,1(Z��' b to <a , , utilities,etc)inside the easement.
Q�y_ / 29Q,rJ7' [3isturbed
_ a15'�2r fill �e� �Q� •YJy - - eza 10,Development Area is Wooded/Agriculture;,
10'125 •
' (- >4%. // // ^ �SQEIR 11.There are Areas of Environmental Concern(AEC)as defined by the Coastal Area Management
E 947.58' 110,40'- - 15' D.E. 5 74°54'38" W 85.31' Act(CAMA)on this site along"Mullet Gut"and"Starkey Creek",
N 81°23`23 1-
05;38' t 1 -' \., / a• \ Q�
°' / ,� 12,Sight distance easements shown hereon shall remain as property of homeowners but shall remain
102.87' 8 ,fig ao ,`�f\rl� Cr
- To �� w, �� 69 6 �90" s'�� sQj° d, Cv / /1'L 15' D.E. co
�■M� /�1, �b free of all structures,trees,shrubbery;and signs,except utility pales,fire hydrants and traffic
�' �g� .4 dj control signs which could restrict driver's vision
• • n 11 .o r� 90 -v �3 ld u' a. /
0 100' ��\js, e. 10.03' 13,Stop signs shall be R1-1,30"x30"high intensity diamond grade reflective,installed on a
p / - " 15' D.E. w 411 u:
t xp y 3Q.46' ca -� 900
�� 1°34:2:
ti� breakawa or two piece"U"channel post,7(seven)feet above adjacent pavement height to
bottom of sin face,with a horizontal clearance of a minimum of 1 foot from existing pavement
ZIna X >I 2 42, r7Zs, GO 12500 AB64' L=51 ' L0� \ ygv. I5d "' ' y ---- .0 268.15' edge to outermost part of sign.
W 1� :35::„
Linda Wllinesett 14.Street signs shall be engineer grade reflective,installed on a 2 3/8"o,D.galvanized post using
v�5A r 63. 0' m30.0D �� c� ri, D.B.1118,Pg.258sameverticni andhorizontalclearanceas stopsign,in W / L 16.35' 110 0 W 1 Qcp "' a 4 M.i3,32,Pg.446 15,Boundary information taken from curve b Bell And Phillips dated 02I08119,
98.30 Mai "' ✓ h � Y Y pCommuni Mailbox so' 57, 2' a' / P.LN.#53760451630400Q/ fi' 1•' �� 5 00, 79.6 -'' '® �'' ,h / 16.Wetlands line delineated by Pittman Soil Consulting;Surveyed by Bell And Phillips in Feb:2019,
./ Cluster Units on 10 5' N Ns e�, \, ya
Flood W afl R 86' 85.2 i,,
/•" 20' x 5' Cont. .ad 81• --~ ,, -t N ® S' 82.72' o
Zone RE / trr 8776' uti °4,N .hvtiN • �_ h
(El.7) 5� a 1r ,G ..�.,Q,.. w. 5� -�2'27 �- cn �h^• oi� �,L°,
v •
ti i ` 4 Spaces �M6L•
O u'° •°�
A.
�. y / y v. w s L=105.74' �� 99' r' 14 `t 0 T 1� Sri
�y 1�111#!If ,
e� ••, ....... C
4, .r `v. 4, .1. 4, vz, N 17 w S 64' ,. Q
cm v. v \4. y y w Common{Park)rea 20 MMet N a O.t'BG �° 122.98' 132. 115 °�� 1' •`�`� _gr-',,
i
=::
LA)
y w v- ., w L=31.71' 700 CO_ I`5`9)�L..-
�'S 53 wiz. 7/4.'113
�t `�
0152E1Sr W W\ •v w I ticIli
o 6' ,S• F N83°02'35"tN 846.63' 326.90' SEAL .: �050 G• so, 4f,. ,i ,i, \ o ? 37928 ,+ �0.99Pr `rr�y Na t 227 60' 15' O.E.1g8.99 r j . . •_
�� s�'`xQ '� n, 11 B5,00 . 1 r'- 81.99' �R in s > •'�G1NEti p
0.3,AG
vti txb 4
1
45 e%ce,, •
/ u• w 4, \ 69 100,49'r -87.50�f f f `140•00' �r� I�i r i ���`
vti 4 W tiW \ -- 12.0.0°'
`t7u w w W ti v. ` -I-20•°°'
'" 58' �a8's ► -
Ks"' N �. A v W v 279
-�• cation, High Tide Drive
�r �' �"' ' < 69' w W 408.27' for contin g Preliminary Plat -Not for Recordation,Conveyances or Sales
Note: ` "D11 36) �. 1aa. Sheet 3 of 17 50' Public R/W
Contractor shall insure that he and all his workers(contractors, a 25.7Q'y see
subcontractors and other site personnel)do not damage construction P E L "T E R S H R ES
stakes or other measures used in laying out the project whether by
the Engineer or another entity including those under the employ of the Town of Peletier,Carteret Count North Carolina
contractor.Contractor shall cause his workers to observe and verify y
to the fullest extent practicable that stakes,other measures and grades Developer: fir►
are,or appear to be,accurate and correct,and immediately,but prior B M Del/dopers/ L LC
to any associated work,notify the staking entity of any potential conflict,
error or question regarding the work.The Engineer shall not be responsible 121 Garnet Lane
if all of the above measures are not strictly adhered to.The Engineer shall Jacksonville,North Carolina 28546
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 request the staking DATE: 05r4/ 9
o so 100 200 300 entity to place staking in an area where its preservation can be insured.
SCALE: 1l_100` ....a _ we . FEET _ :
BELL AND PHILLIPS
Consulting Engineers Land Surveyors Land Planners
COGO: 18281GR.crd Cedar Point,North Carolina
Filename:PeletierShtlres-Gen:dwg 604E Cedar Point Boulevard
Drawn
By: JJS
Job Ho.:S180427-6777 Sheet 2 of 17 Phone[phone]-www.BellandPhillips.corn
Firm License Number:F-0108

Site Benchmark (SBM)
. . . , . .
N,C.G,S.Monument"CAR 37" ' - • • • 4
tlon, -188.9g' f f N: 362,365.28814 ,,'.'•',', ,, o Croatan
V or Cpntinu o f 17 -_- 81.99'
85 Op' _ _ -� Eo 2,575,323,11392
See Sheet 100.49' $7.50` ---" - 140.00' 15' D,E. s5o, Elev.30.43(Datum NAVD '88) 1z54 114b rr� „ti
- D [See Sheet 1 of 17 For Location) • •
OOr 120.pQ �` 220 6cDS Wyk..'. . 1107 , • ,
�'
12o rat S• sA o. . . -. . _. SITE
w cO °
408,27' o co / .``'cab l L- ` �r . ' ' '.
�w 128.69' w w ° o d'
� o ' o 00
Iij rma N 25.70'w w w It" 3 01r o r 0 o r 187.59' .:.i.n�y.... . . . . ... ✓asp ttte
y 14, w w ` CQ _--- J $wansbaro ,.. ... .
50' 5tormwater N011"L� f Q t22l
Boundary Along eV Setback w� w w * : 44°94' o \:^ �MeL ��U1_ --"' 46.92' L=48,51ie
606 tt�
1�1q
Mullet Gut J w w w 'i w \ 'g \ 30 p p 12Q.00' \• 1 w• \ / Branch . ..0 jA / / v o.5'ae a. .
-ii.- (Zone X 9 / ° - - -- . .. . . r '¢ .. . . . . .. .. . ... .. .... . . .... .... . . . . .. . .
° '1 0 06' -- l r C o r A .. . . .. .::::. . . ... .. .. .. . . . . .. . ..
L65 N07 19 12 W 12.23' ""e.` (Ei.7) 2 / w W ,0 100. r 1- ,,- -•. in .-• 1 . ... .. .. . . .. ... . ..
L66 N78°22'43"W 14,82' Flood - . - . ,, , • , . .
z�nex w w y w\ f r 5�, ublicR/ \�,. w �,y ti -� u �a �` . . .'.... .. . . .. . . .
L67 N50°25'50"W 35.22' mow v/ w w y\ \ al �-•'' -
L68 570°29'06"W , 9.73' n' w w w y w w I :n /,• w w -- V' ii 84' w f)ri° Z ... .... . . .. : . .. . . . . . ... .,'.',',,',.',',
'41
L69 N72°56'57"W 16.54' a• \ > ,•Y .-..
L70 N39°19'37"W 12,90' w w w w ,• 49L74' 0 26 •.``7---, ,t,�8�, ;...',. ,.
\ 57� --�A'1' /
L71 550°52'39"W 7.66' w w w w w 29i 50' Stormwater ••ATLANTIC,CCEAN'''•'•- -•
40,33' $ 15' D.E. , Linda Winesett
L72 N65°28'27"W 20.79' ti'��b �h w w w \ \ $ o \ 81 \ C 9 D,B,1118,Pg,258
�- Vegetated Setback
L73 N34°03'33"E 13.50' ti> w w •. a' w d'\ � t,j1 1A1' \ M,B,32,Pg.446 Vicinity Sketch
30.30' w w w 4, �.• 2 18 - - - r w P.I.N.#537604516304000
L74 N66°04'55"W 24,98' \ +
L75 S82°19'39"W 27.27' w / w w 4, 4, w w,. -_r -- - -12p.OQ' \ \ \ ' ,y Not to Scale
in
L76 517°22'28"W 12.67'
n w 14, w w .• w v 13.49` 1 O' r •l 120.00' \ \ (9 CO •, \ 4, <S
L77 N72°46'15"W 19.22' �� w �y09b w w y w 5 4, w n CAD 1 'o'V` - 0 �'`q . •
L78 N50°37'02"W 19.43' _ •,• o� -1 `v \-- N ••
L79 N50°55'36"E 23.53' ef w w w 4, w w ` \ o Z8 L
5,92' w w w w w w \ f�.,•1 --' 3 ° \ \ w 6t
�, \ 1 l \ \ 6 C Legend:
L80 N49°27'36"W 16.87' °' `O l
L132 ,t w i w w w w w w w •' ' o r \ L=53.58' r- 0 \ w w he'd Ac.-Acreage
L81 N67°05'19'W 22.48' \, f / •\ , f' �` q 3ti (�
„ w w w w w w w w so'µgL f q• „i• ` \w w AG-Above Ground
L82 N04 39 19 W 46,33
/ �k.. , ,_w O - 1 ,8.90' L=93,94, v' $by ti9 w w O BBEIP-Base Bent Existing Iron Pipe
L83 560°01'40"W 46.72' ran t Oleo `r' w 4, \ \ 1
•* Z,9 r 538 ti$' a 1�- _'"` 120.00 b' \
484 N01°13'14"E 46.35' •-•i w 4, w w w w -V'• 63 ° \ 1p0.00' n �� V \� w ``o'
L85 N84°35'16"W 57,32' w \ w w w w w\ 411 D.B. Below Ground
� w D. .-Deed Book
• -..-' • \ " �' Flood D.E. Drainage Easement
L86 581°59'42"W 48.98' r',o 9'6f' v� �w w / (ik N80°54'44 E L-1 L=58.14' (9 Zone X 0 EIP-Existing Iron Pipe
L$7 566°49'59"W 41.42' w Jw y/ \ �' 91.70' - 51•98 32' \
L88 584°48'07"W 25.43' titi / ' c0'MSL 277• N\w• w !
0 EIR-Existing Iron Rod
L89 N31°51'06"W 57.59' ' •D / 566.53' r-- z°' MBL W, ' L=20.01' a N \` o eop-Edge of Pavement
L90 583°21'04"W 31.88' w wih 62 \ I "' \
L127 b Pc w \ Cl7 O ePp-Existing Power Pole
IN epb-Existing Telephone Box
L91 587°44'27"W 32.90' `� / I� `J'< < ro \ w
L=4b.35' Flood
w ex,-Existing
L92 N35°55'03"W 31.65' L126 't'11.16' 238. I',► y1 y''' 50 N g \ Zone AE ex. -Ma Book
w 340.83 70' L=51,10 0 I i'• st y 825, "�•, 1, (EI,7') P
L93 N19 2Z'04 W 37.14 L125 ry cn co /_ w '-..t 1 • c' MBL-Minimum Building Line
L94 N54°35'15"W 45.17' cr 197.62' 1 4 o i 9.9 50, \ '�'' Secondary
L95 N29°59'22"W 41.89' +`' - 1 N/ y .00 0 \ \ N.C.S.R.-North Carolina Road
L96 N64°58'15"W 32,54' '� 337 27' CIO . • (I PC Point of Curvature
L97 N27°20`45"W 42.27' n; "'! i 120 `29.78, o `D� \ �' (l� Pg.-Page
L98 N40°44`53"W 49.84' w : ; \ =R, 2�a08 / ti 1 / 46' te• e 19 \ \*. PT Point of Tangency
\ © / / P �� R Radius
L99 587°45'13"W 41.57' ,,,.��c� CO .`i /�`0 20 42 8�g>. Pc J6> °Q ocs. \ S R/W-Right-of-way
L100 548°34'22"W 36.46' • 293,12 / a' 15' b.E.
w .� i ,,,d b 8/ �,, �n•� �� �w �' �;• } SBM-Site Benchmark
L101 N83°18'48"W 23,86' 'r ti 4` 7cc Qom' �,v w s.t. 10'x70' Sight Triangle
L102 N08°32'48"W 45.91' ,-r ��; " Nr N.` J8 L=53.89' q' / / 48 °``) 7'1) k. , '• • i `� tt n • Typ. Typical
L103 N68°35'34"E 47.38' 4 G� •,....1 w °"`�EQ �., \ �6?, / �; / / /�n�' \-.1• •� w •B ¢ Centerline
L104 N78°08'47"E 59,61' rt- Clxq w -f5 ,p, y \ \ (59) / / �"
P Co 'c3. w . p`� a GO / / Z835, 87.' r •s v' / -48.80' "� 6'1et `~ 36 -Pro Proposed Lot Number
L105 N20°31'44"E 68.23' ( e�b , v hrL r or/ ,, w /' , , w1or�noc� P
L106 N21°33'52'W 56.47' •1 I(' 47' •
L107 N16°19'19"E 49.26' �tiL w _ 204. w/ C,, ''°� . ('`�� j958p, ti l / 4- nr y �SSy9 �, o �, �D 50 toted set ' ,-' r -Proposed Stop Sign
4108 N05°01'S6"W 82,20' w ,w J w ,' -IL o %GP �� %,c Q / /
T� a r S, -/ l
I 9 P 'b .,0 36 � - •� /, yr �e9 y '
L109 N04°li'20"E 32.73' , A cb '?o •/ / w:t` //w • w t,0 �.••! -� -Proposed Street Sign
L110 N49°40'54"W 29,65' ;,` (f ri
L111 N22°10'20"E 34.43' ``� -Wetlands
7777;7777L112 N30°2Q`19"E 47.21' w w��� / bb bh I,I 513-9 Ig / h�'' `O� ,�y 8' j� �./ ti9 ��
L113 N36°47'02"W 44.32' ' '41' w I •\ �r 0 / ,n S2, ti /' i' J /� Y w '• v w w L _____�� .. -.. _. ..
�, .06, , •6. .\ r1 j ! ��i
•
�'` '* '!w w �- <` -4Q4 Wetlands Line
L114 N55°10'S0"W 23.59' e w. i \ r
hb/ 6 �- w w '37 i •s6�'' •W w w /jc'' ••";� w o `\�t ��/ AEC 75' AEC CAMA Setback Line
L115 N25°23'16"E 29.81' u' / ti9` ,Cy .S "' 0 cv 7 .�.. .. ..--
Llib N16°57'09"E 49.71' `� '� s / V
• ' s e �, h� ^ �,� w P c, 4, 66,, 1C, �f „ � Coastal Wetlands Line
L117 N52°22'11"E 31.50' .fl OR A� • 4- /
°� .,p ,p` w �, �X,1 ��'�, w .�� L21 - -"- �i ohrl OverheaePowerLine
•S 5a RS' �. f
4118 N28°37'07"W 45,52' „ ' •w 6•
�5 \6 \-'/ r� a / boo `3 �� .,�� w �� 2 •,rf e if
ao / // /' o• ••./ 2 O '� �,
L119 N65°15'S6"W 26.75' v w` / 31 t I�� titi rt3
tP • !\
L120 N29°04'22"W 30.45' w ) i` 9.y �a Y' / �iI `', w w ''
L121 N15°33'04"E 27.52' `. "' 56 O /.' I7S w / w tic liOr„• �5P' ��,
w� L110 �` t in 9 . / �� •6S /AC /'`•. 1' ' ,,
L322 N47°06'40"W 62.64' • /
a
4123 N07°30'51"W 62.64' l l ,� •i. r n - . _"� o� �,•/ h ti�� �df w w w
t;�6 a R. ��IT at M r5 ti� /v .."� W,� w W ���� �� �,."r-.,_�
/�j
L124 N19°50'03"W 22,85' *`r (w •.n o co r. / f
•.�`. r�' '. 4, w d ry O 1,2•9?, w/• �� �.%/; • , /"- 1 1
L125 N18°51'55"E 27,80' , % r N 9 b�/ / 1 ` •••' ‘��
E fe ri r o f ' Z /' '/. 62 S / L25� , •4I�`1
ry b S 3 / w �/ w iL126 N41°07'39"W 17,92 E_. tgr' k its z'R1,TIV
4 m
L127 N11°57'20"W 23.27' ,' .,•' 4 511:1r„ , 'E_ ', . ' w • �,. /'' 9OL$.?0, • w w '\ r�"' �t y BoundaryAlong
a s lei iiii E " / '' 39 / \ ''. .� i i•,�� f
L128 N26°35'59"E 64,73' r,. `, ; €'ti_€ i-, ,." ',� .,--' �9. `r )/ v
L129 N37°25'4b"W 38.65' �- } n • rt nT (9S (','S v w /:`k w �L? • *;1 Boundary Along Branch Starkey Creek
L130 NOB°19'17"E 35.02' o w ( /
/ p521 '-' N. d8• SS. '•;••'
5• d0' v 1. / w 1 bockd, 10 Boat Lifts nAn to nBn nBn to nCtf
L131 N54°45'03"E 42,78' •
J "' q�, 1
�'s'>, o &, w " .••• i►• • �'`�'.1 (See CAMA Permitting Plan
/ '-¢ t'' ,(p• >" n' off, dd�i7j 9F• j 105.33• N7 For Design Information) Line BearingDistance Line BearingDistance
4132 N34°56'52"W 19.68' • - ~ / 0 0 L29:; Li b002 L17 5 8149
.•_,- c'' \ \
/+;�•.r..r 113.67"w / L"3561' % rq ' c�9 6yQ ss._�i. • off 533°55'OO"W 33°23'57"W
%
4133 N28°02'03"W 26,90' ,,�. , D \�4...•_ Boardwalk 138.2 a� 0 1j �c PQ .,.,......... ti E 30
4134 N04°12'26"E 55.76' xr 6 w /r - .. - q - 6� •U w.' �'�' %�"\ ! L2 - 546°25'51"W 47.31' L18 564°14'49"W 148.27'
.sadfa'Bt:as i3:-' w '• w// qi
n•1 i<'j �-,
L135 N22°13'Q9"E 70,63' 11k ` -Q �' / ' L32 ° „ ° „
'ill' Common Area "' / ��
r L3 Sz0 06'33 W 65,74' L19 554 32'09 W 117.14'
L136 N24°28'47"W 18.38' o w / (Public Water Access) 40 .�"'� i • ! L4 531°32'30"E 73.26' L20 502°38'O0"E 19.93'
L104 i�' ~ y �'• w L33 f j L5 539°14'S6"E 70.95' L21 582°30'17"W 46.54'
L137 N82°31'28"W 18.35' i j
L138 N20°49'38"E 48.07' ''3 . ''L103 w,i�•• �� 4O' 26 9, `4' L34.I� �+ 46 568°11'18"E 82.62' L22 559°35'33"W 126.26'
a 0 L7 548 03'42 E 76.07' 423 524°19'30"W
L139 N28°43'56"E 74.31'
L140 N60°52'49"W 17.36' "` ' w w Ni‘ 'a 50' Stormwater tx. c3,�' \ �+� o�`� 48 522°57'55"E 44,66' L24 549°14'18"W 48.74'
v; w w + J `l Vegetated Setback Rri' b �� 2 Q w `r
4141 N17°38'49"E 70.28' 6B
}'ii, , ;�- ,, w w L=61.73' •sr ').0, •
'/ 4' / r-Y.. ,,1 49 553°26'28"E 45.21' L25 582°50'44"W 58.66'
L142 NO2°16'43"E 34.14' o "� ,� w • f '''' r L10 540°45'll"E 56.77' 426 573°02'45"W 50.93'
il,NiNf1� �r €y, ra w �cp L99 (� w � +\ ZaneX �� / --7� ' i L11 558°35'49"E 43.49' _ L27 519°4�6'19"E 29.40'
;LI01 �' $ w `' \'AFC o' Q. 'ro, J. ' / L36 t L12 549°03'48"E 91.42' L28 503°30'05"W - 28,87'
mow.'' ./w a 't` /, w /j` L13 548°04'33"E 39.04' 1.29 550°31'42"W 36.21'
<� �.. A w L37 Nuftlr
w .%'•� •. /w w / 0 7f" L14 559°27'28"E 43.43' L30 503°57'Ol"W 18.08' ���t�tHC��+,�rf�
. _ C9 W \y% Flood AI"
w m ! 415 533°45'40"E 30.24' L31 544°44'23"W 28.84' `��� Qt ....... . (f��.,s
� � 6 w \ ,i, '9; ''w` ._,,, 'b i 1 i L40 L16 504°12'05"E 40.10' L32 550°19'45"W 35.10' ' rrl $Slp�% �'
, .., �, \ Zone AE / q ?QUO
,._• w w w . (El.7') v 75' AEC CAMA Setback I, v '• \ 4\,� • L33 504°27'12"E 32.80' `�''9 / ,
\ ` / v?a w k w `e . L41 L34 508°50'52"W 21.93' SEAL ,y t/'
• 37928
r
- •. (94 i, \ y e.� /5 w w \ /w. 5I.66' •
` (q3 L42 L35 529o4b'40"W 86.27' :c.• :-1"aC +/ 1?
s ; - .,_. - - • • AEC 4,A,EC I ' N, L36 538 28'39 W 23,08' t i
7 w w w 4, w 4, w \ w fy�'L" `` /t' / Common \ L45 .. L44 L37 529a15'231'W 29.84' .•��Sl 4NQI1dEE:�`''q����.``
'ctE r.," L46 •.
's. ` ,, �9 w w w w - •• 4, �' Area v \ Q
• L38 513 1'43 W 33 33' 'aN L. td+
1q- -ea- c' 1• u3 \4�
tom' !47
«- � _ L91 L90 w 4, 4, w • w �h war/ (Public t Log • ` L39 535°32'21'W 27.95' '�iirrttt111110��
• Water L49 � L40 N80°30'01"E 12.53'
'I._• `pa w w . L86 L85 w h� ' `\1 Access) \� 450 l
441 504°15'01"E 8.61'
L88 1, �b3`Y {w 9Fc� } '�w L51 ' 442 526°09'55"W 12.49'
: w\`\ '-_ p �' L52 } L43 N61°08'34"W _ 15.47 Preliminary Plat -Not for Recordation,Conveyances or Saks
N w� yF - P�' / /./ 4) L44 502°54'35"W 48.19'
,,: 'E " L.0 Jet L81 ., •`L80 L70 `• �• v • L54 r L46 N83°57' 9"E 7.6'Note: - H,, llet
Gut '1of ' ' AE -.. '., r
may.
r A;N v 75 Cj `� L66 ,•� /. .. , ' ' L47 511°47'4Q"E 14.95'
Contractor shall insure that he and all his workers(contractors, • l7 , 4W1 4w w L68 r / w �.,, P E L ET I E R SHORES
subcontractors and other site personnel)do not damage construction , 3 L57 • /
gb . L48 544°08'15"E 21,22'
w •�,: L61 w i -
stakes or other measures used in laying out the project whether by C>2 w �� O�~ bock A Boat Ramp: / Town ofPaletr ,,Carteret Cou y North Carolina
L49 507°29'07"W 19 47' 'er County,
the Engineer or another entity including those under the employ of the w
L69.(6� g 4L62 '�L58 '' (See CAMA Per'mittin Plan � LSO 567°42'07"E 15,89' '
contractor.Contractor shall cause his workers to observe and verify a For Design Information) Developer: ,` Developers,
LLC
451 535°46'09"W 22.53' /�
to the fullest extent practicable that stakes,other measures and grades
L52 525°26'08"E 7.88'
are,or appear to be,accurate and correct,and immediately,but prior nCn .'- t 1,60 /
eve offers
to anyassociated work,notifythe staking entity of any potential conflict, /
° 2'4 " 30 64'L53 538 1 4 W 121 Garnet Lane
L54 525°42'36"W 25 37'
error or question regarding the work.The Engineer shall not be responsible
' 549°52'38"W Jacksonville,North Carolina 28546
/ L55 33IZ'
if all of the above measures are not strictly adhered to,The Engineer shall L56 560°12'20"W 7010'
not be responsible where due to damage,his staking can not be verified, r4
/ L57 577°Q9'27"W 26.80'
For critical or costly components of the work,where the contractor believes , DATE: 05/14/19
/ L58 53Z°15`17"E 12 84'
that staking may not be preserved,the contractor shall request the staking x �-
{, �t'
°4 0
J
L59 552 3'S8 W 14 41' 200 300
entity to place staking in an area where its preservation can be insured. 0 - SCALE: FEET
/ L60 N09 07'4 'W i 1037' ...a � __
,. 43°07 40 W 12 4 1rr 100;- i L61 5 8' .-
: y= ":/ L62 588°28`25"'r'V j 23,58'
y L63 534°12'14"W j 23.68' BELL ,A►N D PH I LLi PS
�,`< ' _; Consulting Engineers - Land Surveyors - Land Planners
.d! .Q COGO: 18281GR.°rd Cedar Points North Carolina
Filename:PefelierSl:ores-Gen.dwg
� ` " E
[ � T , ' Drawn By: JJS r Phone604 Cedar Point Boulevard A.
,: . .:' Job No.:S180427-6777 Sheet 3 of 17p
[phone]-www.BellandPhitli scorn
." Firm License Number:F-0108

ROADS & DRAINAGE NOTES: Tract Data Site Benchmark (SBM)
Total Area 82.45 Ac,
Legend: 1.The streets to be constructed for this project are subject to acceptance by the Town N.C.G.S.Monument"CAR 37"
Acreage in Coastal Wetlands . . . , 3.26 Ac,
Ac.-Acreage
of Peletier,similar to the NC Department of Transportation Certification Program Acreage in Open Space 8.05 Ac. N: 362,365.28814 Croatan
and Quality Management System Maintenance Version Requirements,The Contractor, Acreage in Right-of-way . . , . . , 6.79 Ac. E:2,575,323.11392
AG-Above Ground g g Y
at his expense,shall provide test results on 1)5ubgrade,2)Base and 3)Pavement.The Jurisdiction Elev 30.43 Datum NAVD '8B
0 BBEIP-Bose Bent Existing Iron Pipe Town of Peletier (R-20 Zone) ( ) ........................................
>z �tae r� ��
BG Below Ground Contractor shall insure that all construction and testing is performed in accordance Number of Lots 88 + 3 Open Space
with the N.C.Department of Transportation"Standard Specifications for Roads and Minimum Lot Width 80' 1107 t#i
d CSb-Compost Sock Dom ,-
it
D.B.- Deed Book Structures",latest ed,tion,2006 Hot Mix Asphalt Specifications and Manual,and Minimum Lot Size 20,000 S.F. :�; ;f
"Quality Management '
O EIP-Existing Iron Pipe Q y System Maintenance Version",and shall report the testing and Average Lot Size 33, 467 .0 S.F.
�, . . ..
o FIR-Existing Iron Rod /or core'locations,test method,results and D.O.T.allowable range or tolerance,as Smallest Lot Size . . . . . . . : . . . . . • 20, 029.0 S.F. (Lot 45)
cop-Edge of Pavement applicable.Subgrade shall be tested for density and shall be proofrolled by the Linear Feet of Streets 5, 322 L.F. '�1s
epb-Existing Telephone Box testing Engineer or the Engineer or Surveyor who will issue the Final Certification. Proposed Use Detached Single ULs
FamilyDwellings "' r°
p epp-Existing Power Pole Base and pavement shell both be tested for density and thickness. If Parker& o -, ,•
ex.-Existing Associates is administering the construction they must also proofroll the stone. Existing Land Use Vacant/Wooded/Agriculture it�9 aZ27•
M.B.-Map Book Twenty-four(24)hour advance scheduling before proofroll. Testing for pavement Water Service West Carteret Water Corp.
Ut9
MBL-Minimum Building Line shall be certified by either a professional Engineer or properly certified QMS Sewer Service Individual Septic Systems • • ; '
N.C.S.R.-North Carolina Secondary Road technician and shall be in accordance with QMS criteria.Required thickness for this Fire District . . . .. . Western Carteret North '
PPage Rescue District Western Carteret Medic 1 .:
g•- project is as shown on the plans. Note that thickness for widening or turn lanes is
P.I.N.-Parcel Identification Numberr. o •
greater than that for internal streets, r, .� ,
R Radius 2.Minimum Densities: m o f I^ Nip
R/W Right-of-way ° Land Disturbance 53.5 Ac. - ;
9 y Subgrade 100% �i Q fA E\ � .
RCD-Rock Check Dam • � A'( • • ., ;. •
Stone Base 100%
s�4■s4 S 9.53 90 ° .
14444. SB Sediment Basin
:�{{gg I 19.0C 92%
SBM-Site Benchmark
6
B 25.00 92°f° .
3.Notify the Engineer or Surveyor,who will issue the overall Final Certification,of all West Firetower
SHFS Scour Hole Flow Spreader Road \ \ • • • • • • :'• . .- •A7LA`•itICbtgAN'•'• • ••• . • •:•
phases of Roadway Construction. Compost Sock At Clearing Limits
i•:°+•:+•:'i 4.All metal used for an a of catch basin or inlet shall be produced in the USA. At R/W 'C• •�`• 1 ��j \ \ Viclnit Sketch
.+.. . ST-Sediment Trap Y type P V
:'•'•°�°`'�'� 5.A minimum sight distance of 10'X70' shall be maintained alongthe right-of-wayof Match I
' 9 --- �Q' Public R Stabilized
Typ.-Typical all internal intersections. R� �"~ ex,eo. -- W Construction ex.ditch \� �� Not to Scale
Elev.29.00 \
Ij YI-Yard Inlet 6.20 foot radii at right-of-way intersections,30 foot radii at edge of pavement ex.22' Entrance -_. ___,_ Calc
ex,ec asphalt
�. �.�. _� 1�• ��o�,, General.Notes.
1.- intersections. epb___:_____
_ - .
7.Ali culverts under streets shall be reinforced concrete per North Carolina ..-•r --- ` EIP' - ems--_--- SBM ex eo. \6D,AC'�, OD 1, Topographic information created from a ground topographic survey by Bell And Phillips on
Department of Transportation Specifications,(Town of Peletier)unless R✓ ohpi ohpi ohY i�i��� 7�� ����
R 02/08/19,NAVE) '88 Datum.
0 -Proposed Lot Number otherwise specified and/or approved by the Engineer and/or Town of Peletier -----
epp epb °h' °�'pi ohpi ff 7 tP �' •
'. ,lQ;• -, ohpi sa \�f' �0 2.Boundary information taken from survey by Bell And Phillips dated 02/08/19.
8.All roads shall bepublic and built to NCDOT(Town of Peletier)Standards. • ex.roadside ditch Inv.Out �.,p����°.; epp epb o Bpi o , �- �_ ('
.., +�•. \•�� �9 5?9 3.Wetlands line delineated by Pittman Soil Consulting;Surveyed by Bell And Phillips in Feb.2019.
�-� Proposed Pipe Label 28.30 ►t'0� ►•',' --� \
( $} 9.There shall be no encumbrances within the Right-of-way. L'►,��►';r Inv.In \ 4.Stormwater from this project drains to Mullet Gut and Starkey Creek which are classified as
`'� 10.All materials and practices shall meet North Carolina Department of Transportation 5T#1 �`�•` +':!� 28 40 ex.roodsrded ditch CSC) \ SA;HQW.
28,00 Proposed Spot Elevation (Town of Peletier)Standards. ST#2 } 5. Development area is partially wooded and agriculture land.
11.For other detailed construction notes,see plan and profiles. \ 6.There are Areas of Environmental Concern(AEC)as defined by the Coastal Area Management
"'- •
\ Act(LAMA)on this site along"Mullet Gut"and"Starkey Creek"
'.] Wetlands 7.This site is not affected byanyspecial flood hazard per FEMA CPN#370658 5366 K and
14,1 �, Linda Winesett
ICompost Sock pe Clearing Limits b.B,1255,Pg.179 \ 370656 537it-
5 K(Town of Peletier)effective 07/16/03.
At Property Line / M.B.31,Pg.399
-•• -•• -• --•• - •-••- 404 wetlands Line 0
/ /1 • P.T.N.#537604524170000 %.,,,\\ B.Foradditional information,see plan and profile and detail sheets.AEC AEC 75' AEC CAMA Setback Line I¢bitch+ ¢Ditch / I 9.Pipe,Swale,and Sediment Trap Chart is located on Sheet 5 of Z7.
CS CL Clearing Limits&Compost Sock 28.85 l 28.85 / / 4
CL sf Clearing Limits di Silt Fence ��` Erosion and Sedimentation Control Notes
4i :
-•• •• ..-•. ••-••-••--••- Coastal Wetlands Line N `%, , Z• Clearing or grading operations steal) begin at low points of outfall release or other locations where
- --- --- - - Existing Contour DRIVEWAY NOTE:
\ oil sediment control measures are shown on the plan and the sediment control devices(sediment traps,
-Existing Ditch 0 ex.single story
Lots 4 & 85 Do Not Have Roadside Ditches !- \ brick dwening silt fences,diversions,stormwnter treatment areas,etc,shall be installed before or simultaneously
ohpi ohpi okpi Overhead Power Line ` \ with the disturbance of any area draining to the device,
And bo Not Need Driveway Culverts. I 2,Sediment control devices and structures shall be ins#ailed,maintained and amended as needed to
it • Proposed Contour Pi
__- ---- provideeffective controlofaccelerated erosion and sedimentation unfit the contributing
Begin Ditch watersheds are stabilized.• ••• ••• ••• -Proposed Ditch 1 Compost Sock At Clearing Limits
3,Construction Sequence(Elev.29.00 At Property Line q
Woodsline Begin Ditch Begin Ditch f J A.Notify Engineer,owner and Land Quality Section prior to beginning construction.
(Elev.29.30 (Elev.29.30 / �i�: Begin Ditch B.Install stabilized construction entrance at West Firetnwer Road
.
/ (Elev.30,50 C.Limits of clearing will be as shown.Owner may lessen the amount to clear.Confirm prior to start
of work.Silt fence shall be installed at the down slope edge of clearing immediately after a lot
Occasions of NC,LLC 3� �,/ is cleared.Silt fence shall be maintained until the lot is stabilized completely.Silt fences are
I
D.B.1621,Pg.301 •. shown based on topographic information in the locations expected to be needed to trap
Tract Two(G)
M.B.32,Pg.446 _ sediment prior to entering down slope areas.Actual locations of installation shall be adjusted to
P.I.N.#537603319840000 Y9 I
the actual physical on site topography:That is,where silt fence is not shown on the plan but the
actual topography reflects a downward slope,silt fence shall be installed.Where the actual
bitchIli • #" topography reflects an upward slope silt fence is not required.
I i D.Clear ire
10 0' area following the road R/W.Select clear wooded area within the clearing limits
as necessaryafter road stabilization.
seer , aeEIP , © E.Strip topsoil&stockpile far later use.
lAIW
F.Construct sediment traps and rock check dams where shown.Construct drainage swales.Install
, ' qg 2$!00 storm drainage piping.
ch
t ' G.Immediately seed,mulch and install temporary liners to outlet swales.
t . \
\ \ H.Rough grade streets.
\ I. Install water mains.
1 '� ' irl ex.block
born J.Maintain erasion contra!measures as needed to assure full functionability.
CO ,, K.Fine grade street.Place CABC over compacted subgr¢de.Install asphalt urface course.
} �/ IN..,
L.Complete fine grading of roadside shoulders and swales,
/ Begin Silt Fence At Clearing Limits \
M.Reseed and mulch shoulders and swafes:Install liners on all outletswales.
Begin Shallow ° ''t
. At Property Line � \ Inv.InCompost Sock At Clearing Limits Rear Lot Ditch i ' N.Provide ground stabilization(Tem ors or Permanent on erimeter areas and slo es rester
,�1�T 31 / 28.00 P ry ) P P gAt Property Line 12 Max.Death EIp ` , , m. Ditch ' than 3:1witin7da sfollowin thecam letianof antease of radio orconstruc#ion;and
�•' � �• _ 29.70Z4 daysforlother areasinternal to thepro ject.cat on9 9l ""^�' � Disturbed
` '� \ O • �R 4 Fi
plyllimeandfrtilizerandworkinto 4-6inchesofsoil.Seedmixtureshallbedistribu
fedDaylight bitch .�+\ ' y' \ EP ( 1 �e�� 11G va O� ¢Ditch formly and covered with a clean straw mulch,All mulch shall be crimped or asphalt tacked to
To Ex,Grade _ '" -�+� a ,A,..„.....
t ¢Ditch \` ��e •tC © �� y �� O 29.10 i.o AG
h
Elev.25,0 } , \ 27.00 f �, A� hold in place:Material and application rates as follows,and are generally considered minimums.
' "''� "' \ , \ t - :,,+e Inv.Out \ �.�• fr *Mulch rate to be doubled is crimped*:
y
•
a .. '' ••'� 4�r+� SB#1 O Material
\ / // \ / SB#7 "lilt �:' a:`' 27.9 �St44'�J Application Rate
1 / ( 0J�','"2 r Lime
/ ® L ';'-=' ` /� ST#5 '�,40. 1.Ditch r 3000 lbs./ac.
1�1 1
EiP`' � \\,..,.... ----4,,,_ '' , � � � `\ \\ \ \ / L\ __ ../ .` � � \ f Mulch
i ''- h \�; 2a 28.70 Fertilizer (10-10-10) 750 lbs./ac.
I
2 tons/ac.
Flood }}4} \ \ tea- - �\\ ` Inv.Out ( \ r �" ^'� Asphalt Tack 435 gal./ac, (Max)
Zone • 0 \ ` ,/ •-.� 16.00 ! 0. " .�'' ® / ` Permanent Seeding
w ✓ , . \ \- N \ Velocity Control YI L ) 14Linda Winesett
W • \ \ � \Ys J�/ �\ ` �\ SHF\ ` - Top 22,50 ` R./CD �30p0 _ } i
D.B.1118,Pg.258 (Unhulled Sept. l - A ril 1) 100 lbs, ac.
`'� /� /� .r \ 23.50 Inv.Out 16.0 a� \� M.B.32,Pg.446 Common Bermuda
w \V\\ - ! 1// SB#6 ,}�■*•y;, \\ \© Bottom Inv.14.0 r �y \,, P.I.N.#537604516304000 { u11ed April 1 - Sept. 1) 7 5 lbs,/ac
+� ` "Rebel" Fescue 50 lbs:/ac:
/ 4\ �1„�}r � \ �,- CSD �� Compost Sock At Clearing Limits R e Grain Se t. I - April 1 only) 50 lbs,/ac,
\ � / � } ys � �1��. 4 CSD r \ 12 � „ P 9 Y ( P
Flood w w \ \ 4, - --- `�i/ • lO } } `,` - \l\ flip A „� 'fir (\ I i \ \ \ 4 ¢.Ditch At Property Line German Millet {April 1 - Sept. l only) 50 lbs./`ac
ZoneAE w -" ' .+■� 60 RCD \ \ ® 29.00 Temporary Seeding
17' �` -. • l l/ /= %- �� ) 3 Y�22 00`i�aiiir� z r �, _ �\ ® Q P Y
}• / / g \ \ ` ` \ , Kobe Les edeza 15
E. •
w CSD -�
( ) � � P 50 lbs.lac:
�� ...v- m^ s�•�f EOP lI +� � t ) Rye Grain
© Inv.In
w w w w w w• I I I ` Ilp / / / r
/ / /20.67 , CSD � / Y 120 lbs:/ac.
w w ! w w w w II // �> �► 23.30 9/ "' } EIP c �1 ' April 15 - Aug. 15
/ , Inv.Out / { l / o.rea German Millet
40 lbs./ac,
y w `w y Inv.Out / r �.t�i O } / 23.00 / t �\r - '
Aug. 15 n Dec. 30
4104, y w '` w 16.00 wC dri: lr:a '��,ti \ / _ \ ~TT�i r �� . _
Rye Grain 120 lbs:/ac:
w NI, SHFS I ,r ) \ 1,'y,? \ / 0 ( \ / ��w
�, 1� } l 1 , \� / _ L - _ ,� \ / �r 5.Once all areas have been stabilized,contractor is to remove temporary erosion control measures,
Si, w\ w r!l� �SB#5J Illp
\ \8\ t , 6 / \ J /:tiielm,") �_ regrode,&mulch to restabilixe these areas.
�, W I e' ( ) y �, ' ► „/ J / \ �' 6.Far additional re uirements,seethe a roved,erosion and sedimentation permit.
9Pn3x I)} rp \/ �� li ` ` _ ' / / ze / \ \ �+ / Compost Sack A#Clearing Limits 7.Scour hole flow spreaders are to be constructed after the entire drainage area tributary to the
o� o,� 1 \ ' ) 2'3 \, At Property Lim En in EIP 9 r Y
w P s%,.. * st s ` } �f w \� \ / r / c 28'50 03^s system has been permanently stabilized.
us •
An
P�9p \ `\ `"i w w v w w w w ..-"NiN // /28.00't r/ / ''
9'' �' w w\ \\ i w w w / / / /i/aft r �� �`�
w \ w w Ail"�� For Cont1ntlation� High Tide Drive Grading,ll
Ilk low Drainage, Erosion & Sedimentation Control Plan
Note: ismorifill Sheet 5 of 17 50' Public R/W
See Sh
Contractor shall insure that he and all his workers(contractors,
subcontractors and other site personnel)do not damage construction Silt Fence Grass Sod
P E L ET I E R SHORES
stakes or other measures used in laying out the project whether by At Clearing Limits On OFr Slope
the Engineer or another entity including those under the employ of the 4:1 Or Flatter
contractor.Contractor shall cause his workers to observe and verify ���,��"""rri��� Town of Peletier,Carteret County,North Carolina
to the fullest extent practicable that stakes,other measures and grades ''on.•• •c�Rv;y�'% Developer:
are,or appear to be,accurate and correct,and immediately,but prior � �pESSlp. ��i
.•.• ' 5,, ; B & M Developers, LLC
to any associated work,notify the staking entity of any potential conflict,
SEAL ,;'�7 L 121 Garnet Lane
error or question regarding the work.The Engineer shall not be responsible •
if all of the above measures are not strictly adhered to.The Engineer shall .::,0`
37928 /i ii(I Jacksonville, North Carolina 28546
-
not be responsible where clue to damage;his staking can not be verified. -O
For critical or costly components of the work,where the contractor believes '-��•••�NGIN��4aP\-`
that stakingmaynot be reserved the contractor shall q the stakingr',y', G• `�� DATE: 05/14/19
P request ', AN�L.t`h ,;0` , 0 50 100
200 300
entity to place staking in an area where its preservation can be insured.
_, s_,�. ::;1®
SCALE: 1"=100' .■�.IM __. ., FEE r. .;r,
BELL AND PHILLIPS
Consulting Engineers - Land Surveyors Land Planners
COGO: 18281GR.crd Cedar Point,North CarolinaA.
Filename:PeletierShore.-Gen,dwg
Drawn By: JJS 604E Cedar Point Boulevard
Job No.:S180427-6777 Sheet 4 of 17 Phone[phone] -www.BellandPhillips.com
Firm License Number:F-0108

.. $
Begin Rear Site Benchmark (SBM)
Lot Ditch Compost Sock At Clearing Limits N.C.G.S,Monument"CAR 37" • . .. �.¢,29.00 At Property Line
� .�10�}-10001/41 N: 362,365.28814 '• ' '-
gor Cunt"n a 17 11r, • ¢„Ditch Velocity Control YI E:2,575,323,11392 Crnaton
'iiii-•
eet 4 of t /A., 28,50 ' Top 25.50Elev.30,43(Datum NAVD'88) tzeaSee Sh \ • ! `� Inv.Out 1b.0 (See Sheet4of17 For Actual Location) t1p6 titiTi / /` \ \ / Bottom Inv.14.0 i:o�
.. •
t`
--:
/ �, // ` l I ` J/I// -' SB#2 43112,.. Begin Silt Fence At Clearing Limits Xy, •. 2
-,
imiWitsvgallairr,, ,,,,
\ °' '✓ ¢Ditch ' At Property Line "' •
/ a „Ditch r / / 26.00 ,�'!• P ti �pr
w w w w \ .'.', • ,',' ',',
r 1.-- j 1 • /
to
w I w w w\\ , \ � � '� � � s \-� �"�$J 1 ) � �F. • \.._.� Grass Sod i Swansbaro '.•.'.'.'.',',•••,.:•. . s�
50' Stormwater w/ w w w \ � ` \' it \\2 L e9 (pitch I \ 2g00 } © \ >� On Fill Slope // �/ 1l1q t2
• •
2i •
... . . . illi:.,..
Vegetated Setback 1 { \ 27.00 / 4;l Or Flatter - f �tis9
w w w \ 1 \\ ` \ 1� _ / �, \\ ~ 21r r �$ / ��� EIP n C Disturbed Branch
w w \ w •� � I � � ,�\\• �+\ � \ ` �� Q� '� � ._. - ����- •-�-/fir'// . ... ..........•.,.•...•...,. . ... . ..•.,...•.. . .... ..... ... .
Floodw w Ifg+ ' ` ` \ \ 1111.\\\ p B 1:111111111
'r ,, ra t \ `~_:.- --_-_-_-„_-=- - -
:_- „ - i /�/ b
Zone AE �Fibo ) x ) l 'i0 /, l _ 9-- - �i '� rn c� .
(E(.7') w w / w ) \ \ -- ` / 1 1 vPj11G �V , /// e die ��' © r N.¢ . . . .. .. . ... .... .. . .. .. . ........ . . ... .... .....
-r.. y / w i \ l \ \ \ \ \ \ // 5�� J �' � aer.- . • �- c 9 re
zZvi � ° : ;.:'. , {. ; . : : :Flood ter.-- -- Grass Sod \ \ \ ,0\ \ m/i / / / / ,-• ® a�id`j► w ,1 Zwww /\ \ \ ) T / __.- / o Linda WinesettZone X ." ^' r 731 �� // // / / co r{ w.' . : ' .... ....w ✓ w �, 1. ( On Fill Slope \ \ \ \\ • ` `r/g/ ,� /7"4,--•� /r . . .
/ _J www <b D.B.1118,Pg.258\ 4:1 Or Flatter \ \ \ ) \�1 Mass Grade /J J� r / /ryd� ���// ze -- ' / /r w ' -�, w 6' M.B.32,Pg.446 '.. . . .. . .'... . . . .'. . . .. .'. ...;:: . :
)1i
w w w w w w \ / / �-� P,I.N.#537b04516304000 ' ''' '• ' ''- '' '\ '7III1 Lots 26�27 // / ' •�,�-..v✓ w„�._�-� ~Tnv.Out� 1,,,��,�•y ... .. ... .. . .w w w w 1 / , e4 �� /// / © \�'t i i 1p,00 . ..... . .'.. . . .. . .. ... .:. , ..
w w\ w w w • I \\�\ �\ r'ig% r;`-`�'ri / � ! .,lbl�04, \� / / ' S FS I K \*' , 50' Stormwater .' .'.'.'- .. .-. .•- •A7LA2d7IGibtSAtN/ w w \ `\ \t' 1 //'' ,." / I56#3`,`�'LP, 1;:: Daylight To \v / / *) 1 1 ip Vegetated Setback
• w w w w w w\'4 I I I
\ / / / ,r r ' �" Elev.2.4.50 -„„Ni:/./ �-- ,\\ \ ,• DRIVEWAY NOTE: Vicinity Sketch
w w w w w w ti ,� " i - 1 ` / ' f�¢,D( ch • � ---a�"`"J ' ,k�, • w Lots 21, 25, 26, 33-48 & 52-68 Do Not Have Roadside
w / w w w w w � ) J ( I // I --- y f 25.00 • Ill ti\. w Ditches And Do Not Need Driveway Culverts, These Not to Scale
w w 4, w 4 w w w V/ / /// I 1 Cb:tch / \ 7 l� \\ \ , w Lots shall be graded for positive drainage along the
w w w w w w ,iiiiiiv I / / / // / //,i/ / 2//- \ \\ \ 0 ± \\ `1\\ ' = -,� property lines to the back of the lot.
' w Silt Fence w ' I:D) 64 / / / / �. 0( \ \ �` 1 \ 1 \ \\ \ Sediment Trap Chart
w w w w w At clearing Limits ( I / \ \ / \ ���� N w Lots 32, 49, & 51 Have Roadside Ditches Along Portion
\ ( ( / / / ) ¢Ditch 2 \\ >?�
w l 4, w w w w 4, w•11 11 I I fI 1 I \ �, I ) \ N 25.75 / = `\ �`\ w '4' Of R/W Lines And May Need Driveway Culverts Sediment Disturbed Volume Size
w .:• w w w w wr•1 I 1 I / \ / ` _ \ \ �\w �' ` Depending On Driveway Locations. Trap Area (Acres) (Cubic Yards) (Length x Width x Depth)
/ 1 , 9/ / / ttDitch `N \ '" `-- • ` - - -_, \ �.\-.� :� v, w
w �� w w * mow. w I�1 1 1 � I � .� ,�• ..•`� �• \ w w 1 0.8 9 1 7 7 0�L x 15'W x 3�D
w Q w w w w .l f ( / - ---.�• Begin Ditch 'w. N. \\ \\\\ 2 0.89 117 70 L x 15'W x 3'D
-\ 1 \I \ 1 r ` / w--`••'r-'� 2750 --- - .� Ce•Elev,26,50 N. \ \\\ w
w \ • w w w w w� l \ I \� ,, \ �\ \\ 3 0. 92 123 74 'L x 15'W x 3 'D
y•\ it I \ ' \ , ` �r v f % �, •��.--- .. _� \ . -,►.: \ \ ,,\ \\\\\\\ ..
Flood 4 0.96 130 78'L x 15'W x 3'D
_ �7 �W' w P I/ T I \ \\ f r \ \\� \\ \ \\��\w Zone X 5 0.80 108 65'L x 15'W x 3'D
w w �Iw '��/ - -9- -,I • yw101 1 I \, '- \ If l l -+ ,.,�,... .... • -,` ' .29� _I1 �y \\ - ` \ \\ \\\\\�\ �\\W
w w / !// / \\ \ ) Ditch i : /! { \ \ •` \\\\�,\`\ w
/ / / \ '\ -- / / ) \ �,�;� 2Ditc I r ® x� - I \ \ \\ \ � Design Standard - 133.3 CY Sediment Trap Volume per Disturbed Acre.
w (�^• • / - /' l \ \ > 1 �/ // -/ r cDitch Begin Ditch y /izb 1 ,� \\\ \ \ \ \\ �\
w / r // I � \ / ,- .. / / / / / /u{ / / / 26.50 fib 1. / �Elev.26.50 k , 1� \ \\ \ \ \\\\\ \'\\,. ,1, Flood
Legend: l / / \ r / / / I ( \ \ \ \ i \ \ \\\\\ \�'�- --.' ';� Zone AE
Ac.-Acreage \ \ / / / / / / J 1 / I 49 _/ , -� 1 \ \ \ \�\ \' w
AG Above Ground w j I 1 ' \ / _ / / / / / I / / / ti _ \
O BBEIP-Base Bent Existing Iron Pipe i w t.l \ �: ‘ / / / / / / /glii / / s _ { , h \ \ \ I \\ �.\
/ / •¢Ditch _
BG-Below Ground • "a( M 1 I 1 /" 25.75 // \ \ \ \\ \ \ = �! \ 4 1 S r : I I ` \ Swale Calculations Chart
Silt Fence I \ \`
C5D-Compost Sock Dam \ \ \ T \ \\/ r� v I ) / / / \ ` ^' \\,` el.
�- At ClearingLimits /) I \I\ \ Area Q10 Side- Channel VelocityDepth
D.B.-Deed Book • w ` ` \ / \ / / / J \ Section (acres) (cfs) Slope Slope(o) (grassed) (fps) Grassed (ft)
U EIP-Existing Iron Pipe CIO I / I 1 / - \ f l// / l l/ /��.J _
P p
O ETR Existing Iron Rod 'mow }� • \ \ \ \ I 1 1 , / /� / / / I 1 f / / I 1 \ \\\\\r r\ // ///// /✓ //' 1w 2 - 2 4 .08 1 1 7 1 22
cop-Edge of Pavement 7n L ` / 1 1 3:20 14 .2 3:1 0.83 1.96 0. 93
fi w \ \ ) / / // / I l / \\ \\\\f` � \ \ �'// / / ,- :/ /''j 14, w 18 .2 3: 0.44 4
• epb-Existing Telephone Box %p \ \ \ \\ ) ) f / f/ / /, I / / \ \\ \\\\� --- .`l�/ // /// / w -
p epp Existing Power Role '�
w w y Per, y \ \, \)l )l l/ I /ti 't/ • � �" ��� _ jA"9V - • / / /) I1 1 (( \\\\\ �, /j�� , ��-�-d�• w . Q ciA
I / \r / ,� C=0.5 Friction Factors
ex.-Existing 'I GPMPdti \ \ { ( 1 / s _ - 0 :' 10=8 9 /h -
M,B.-MapBook tba ) ) ri} 1 1 / // `� / '' / \ /� �J/ k //// /�/ 11� \\ \��/�ti�/..//m/// / r�o.�eoc� � ;°i' i in r. n 0.05 Grass
MBL-Minimum Building Line S• e )1 w r-\" - '-1"/ ' / , ' / 4.9 / \' '\ /.'� / l Daylight To / ,�`- - - �` f sae , / // //// "• '�/ �'y'3 °r Serb �+ v=1.4 9 R 2/3 s 1/2
• / / / // / /) \ '°.sc /�' � area ,•' n
N.C.S.R--North Carolina Secondary Road • w w��, • /11/ / / / / / /// I �y . \ �� ' NI Elev.25.00 / / / -J,- - F -•ss zx// / l /4 \\\1-- -� � �e�e�
Pg. Page w w P %i° w / '`Q / / / _4 ` / / / _ / / _ / Note:
Number // / / / / / I .. ��.t. S8#4 != r -21- / j / I .':\ •• .-/w w ,,�'y 1. See site plan for typical section locations.
P.I.N.-Parcel Identification w /� / / // / // / / ��Y y \� / / / _ ,{/ /
'"// / // // I // / ��' /� / s�' -2' 44.f�' \ '>• /'r� !``;9_J•1 iK //7 ,)\ ' / w•' !CI-=.. •!•yam• w �'' 2 . sections selected are worse case sections.
R-Radius / / O �;wV / / / /
v / �- // , Li, / / I/ / l0 / / -z3 y Pl at l I � 1 / p(/� / -'�, 1 - ' 3. Line bottom of all ditches and swales with American
R/W-Right-of-way w w / •� / // / / f I / // i zz �Y I / / / I I(< ,.iir __ - // / • ti�'�/'`w / w �..
RCD-Rock Check Dam # • �� ( � // / f / //l/ f/® / / / ,� ..-. / _ w '�'� w w _
' ' r-�-�► / �'" Excelisor Curlex Blanket.
J
w / / -- / / r'�- /• '•• / I l / ` y� / / 1 \' \\ fir - �• /� v •
II' � � / /.. / \ h : / / / :- // / t \ { rr \ ' ._j <� • 4 . Swale section is trapezoidal with 5' min. bottom width.
t�fii�• SB Sediment Basin •
w• (/N / /// / / `� '/ I / /(t,/ �'%r - // / G \ \ \ l . y w --Y �w w L� •
4(t 4 ,..- r / /` ,� / \ \ / `� VVA \ n �-1 ;
����:- ',.,�,��. I ' lll.� �`�/ /,fi'/ � �' I 1 � � { �11 �/ � � / 37 `��\ V\\\ \\\� � 'w w 4, �!/w '•...1; w 1 � ✓',,r•
SBM-Site Benchmark6
'` • .L / I r / ( ® / I I 1 / ,� w w w v w
: 1+1 (( . �, ' \ \ \ V , - -� I \ 1// II , ,� / 2� j' / , /1II IIIjlI\ P • .
SHFS Scour Hole Flow Spreader \ \ 27.17 �z / �'� O I /.. ,, IiI ) '4' "' "6'7i mac' w �� '/
.s�, � \ \\ v A l l ! / / ..�/ w w w .• 4.c... 2� C
.S:v:=:�3 ST-Sediment Trap
w`w \\ ,'\\\\\ . \\ � `�; _ _ -\�\ I //i I1 '1� 1; �I 1 \ I\ // `i/ - �"� w is,''"y - c"`~� ,,,:.,,,;,,,,,;,...1 Skimmer Sediment ant Basin Chart
...... '•� \ ` �\ \\ \ IIII; 1i,/ ,// /7/ / J)7 \ // //i w J w I ,g, `� g �r
4 \ .� \\\ \ - - \ \ ✓/J / / \ I �// °/ , /'• � �-• �, " Sediment Disturbed Q10 Volume Surface General TopDimension (ft) Qd Skimmer Orifice Td
Typ.-Typical :w > \\\ \ \\ \\ �J f ��/ " / /// - I / '/� /,///;?�• C �1 �.
FYI-Yard Inlet ) \ \ \ -c' `- % //l / n< J• PE '�� w fJ Basin Area (Acres) (CFS) (Cubic Yards) Area(sf) (Length x Width x Depth (Cf/da ) Size (in) Dia. (in) (Days)
1 >I 1 \ \ \ \ \ \ \ \ `."�� , i// / 0 / / / /// // 1 5.84 12.5 383 4140 115 L x 36 W x 2.5'D 1728 1.5 0.75 2.
-Centerline ' : A .1 V / -� / 1 t :
1 � I� , 11 \ \ \ \� \ \` � � � '�=1 , / / /// 1 / / / .. `./ / /// ' � w.' w 1' w _
l / -;- - � • I 2 2 16 9 6 174 1875 75 L x 20 W x 2.5'D 1210 1,5 0 SO 2.6
/ // i / -. ;' 1 3 3.20 6.9 208 2250 90'L x 25'W x 2.5'D 1210 1.5 0.50 2.8
-j \ ` \ \ ` \ � - - -- -19�%. � ,// t 1 / r-ice\\ / / //I 4, 4./ 4, w w i,: ... . /
o w \ \ ` \ - ` _ \ / �' �i / 4 4.08 8.8 267 4025 96'L x 30'W x 2.5'D 1210 1.5 0.50 3.0
p I \ \ >, `� • - __ - -- //) // / / // \ // // /I/ q/ w .� ;. 5 4.59 9.8 295 3185 91'L x 35'W x 2.5'D 1210 1.5 0.50 3.1
-Proposed Lot Number N. N.
1 \ \ \ N. -I' -- _ -.� ,� / // f : ,
' / �, \ , ,,.- �� • i 6 2.17 4.7 141 1520 76 L x 20 W x 2.5 D °1210 1.5 0.50 2.6
w I \ \ \\ �i /�'�/if// 1l 1 I , /_r �\ /// //` 1 w \ ��� -, • �� 7 5.43 11.6 350 3780 108'L x 35'W x 2.5'D 1728 1.5 0.75 2.2
O Proposed Pipe Label - / ./ // \\ - i-`� �`��•-`(r////'�fI/ ) I I I ----\\\V" /// //// ,t /.v l
• r
. +1 ' J/ \ �!. �/ % // � 0/ I // 'e \ VA -/// / f w w y �. / Q10-CiA Qd=dewatering rate=V/td (Cf/Day)
28A0 -Proposed Spot Elevation t . .. � 1 �// / 1.. ..___
/ T,....szLti''::::::--b'
•-' , � /t � � / ) I I I . ` � / � � � // v /: lC=0.31 \ / -- // A ( / I ) \ ( f(\ - \ \•i , /// / � 7• to=10 min, i10=7.15 in/hr. V=Volume
' w : , \ / /i vv /// / I 1 I 2617 \ \ / / r iN (Cf)
-Swale Section • \ �/ '� // / `\ \\1 ��� \ /// w ,� �i \� td=Draw Down Time (Days)
tiv- t / ! f //J/ / / /// / I�� \\\\\\\\ i\ \i. i / r Design Notes:
r, w • v, ''� - i / / 1 _ // / / \ \ �; �"� 1. Side slopes from top of bank down to inside bottom of basin are to be 2:1
L.. -Wetlands •�T m� •% / i f/ / // lr' / f \\\ \\\ , !:; / v.' 1 ' i
• w y . w/�/ , / / / ,�\ II, ( / I 2. Side slopes from top of bank to ex ground are to be no steeper than 3:1
• ) / onfrmdn.Area� - // ( ( ( ( / �9 '' \ \\ \ / approved equal
i, w y✓ri J/ / , e�xcces - / // / 1 ro \ \ •s \ '<.* .4,' • I 3. Skimmers shall be FArea calculated Skimmers or
y / /-(P0bi c 1:1%ut s) / // / 1 ), I `� / \ \\\� \ w w w / "`� 1 4. Volume and Surface Area with 1' freeboard to the top of the basin and 0.5' to spillway.
_..-••- ••-••- •• -••-••-•• --404 Wetlands Line w !/ •
/ { I / L , -` IliI (I I I / 26 17 _ _ \ ' \ \`• 1 •• ) i�/ I 5. 325 sf minimum surface area per cfs of Q10 peak inflow
AEC AEC -75' AEC CAMA Setback Line I I 1 1 \ \\ \ \\\\ w i 6. 66.7 cy minimum volume per acre of disturbed area
f r ` I \� v - I I I 1 I � _ \ /// \I I III I I�\\. w y: 7. Upon complete restabilization of all disturbed areas, and approval by Engineer and NCDEQ-LQS,
CS CL Clearing Limits d Compost Sock ,1, ,1, swale, fertilize, seed and mulch, swale liner and/or 0��k rp/ \ - j \I I I I�I { I �� '� j II WI) j )S / 1 remove sediment basin and regrade apply n or SOD &
CL sf -Clearing Limits Silt Fence w w w w \� \ \ 1 `-.7 - " ) \\ 1 / ' / - ` f / I w !
•- .._••••_••,.,,•. ••-•.•--Coastal Wetlands Line w w w w L\ ~ \\� i ` 11 l \� \ \ I I j I '/,./� ``�� ` `- - / //I( II (II/If/ y / / �, • Stake for permanent stabilization.
--Existing Contour w w �` ti- _ I / 1 / / }\ \\ \ \ I 1 I // �y r`� ` 20.50 l/// /ll/ w
. -Existing Ditch w\ /. \ / / \ \ \ / //
/ 1
ohpl ahpl ohpl -Overhead Power Line - \� [ / ( \ \ / /�- 1 /j l/ / / / • \_
\�'. / /w ) 1 1 I I Afi \ V �1 III "3,// ////4�\\\\ ,� \ /1 1 I+f » w j �t�� lrr
tllalll/
i I I ( / 20.00\ / / w CA '
it -Proposed Contour 50' Stormwater w w •� �/w w / ` \- 9- \ I \ > \ / /j +` �H R ,r,
Vegetated Setback \' / \ \ r •• -\\\\ \\\�� / J /i/ /// ` \� \ \\\\ \\ //( r ) w w i0• ..5 ..,,,J
C)
Y \�:' - �\\ , , / 1 Drainage Pipe Chart Q` f ''..
/ � x \vv // /// // / \\ \\\ /j fl �� r o,� ti�
.. ,.. Proposed bitch w \ �d v�f k I_/ s•• \\\\\ %//���j/j f. \ \\ • \ / I !1 .4 %
.-Woodsline • v w w I j I -'/ y \\\ \`` -�� //'�/ / ,' Il I\ \ N ' I�{ li w •
= •a t t� jj�(
y • \w • 1 t L. 4 \\ �� i//'� /ram III \ \\ \ I ' • • AREA Q10 DIAMETER GRADE LENGTH I• SEAL "-
'• �1E� \\\�•'� %%' /i l ' ' \ j / PIPE (acres) (cfs) (inches) (ft / ft if �`„ 37928 s = f,q J(
w \ W-�.'`� p �`q \\ . w /i / 17.00 �i� } c ) :a : +�`/
w w w \.o`er AE.4 w . a•',E`4 r.' �'' /'// , / i //I/ ) • tl \ A 1.9 3 7.7 18" RCP 0.001 $4 �'/'p'•.FjvQl NE�Q!••
• r•�_ _ _ / //f I II \ *B 6.30 17 .0 18 RCP 0.002 54 ''�� QP�•`
/ / 7/ //I Com`tnon �I \� `
w w 4' 1�✓ w w `., -,�,�• / . , 1 •{•••• t '----A-rec,----v•TA , 1 I \ \ • • .- 1 *C 11.42 30.8 30" RCP 0.006 54 ',f N L. 1,P,-0•
IIIIa11aN1
• w w w w w w Access Site Pavement to be \ (public- b ;Zl�, / V \ • • \ *D 11.69 31. 6 30" RCP 0.000 185
w w w w • w Graded for Sheet Flow \ t Water' • / V. �� *E 7.60 20.5 24" RCP 0.000 181
w w w Draina•e Conditions 4 \ \
•cce / ' ,I 11 f �... F 2.16 8.7 18" RCP 0.000 152
w `w 1 /q(,( \ Nit r� 1 /_.:/ /�j/i /' )y ) \
Gradin � Draina e� Erosion & Sedimentation Control Plan
' g
' • �� 75' AEC CAMA w\� � � '4 / i /
�� Public Access To Not " Q=CiA
/J Setback `�•'`� . `r \ -- - Be.Constructed Until c=0 .45 RCP = Reinforced Concrete Pipe
Note: et G _ _o� / tc=5 =
• • tsA,X,. Zit. . •• , 4, `�•r.�: ` \ �b�-r - Starkey Creek Drive min. CubicFeetper Seco{�d
Contractor shall insure that he and all his workers(contractors, . Is Com lete AndCFSP E L ET I E R SHORES
P
QY1� y '�• `` / v 10=8•9 in/hr. LF = Linear Feet
subcontractors and other site personnel)do not damage construction
• \ a . •y Stabilized,'
1 •,�\- 3 • *i10=6.0in/hr. (15 min, Tc) FPS - Feet aper eSecond
stakes or other measures used in laying out the project whether by /
the Engineer or another entity including those under the employ of the w` w/ � NOTE: Town of Peletier,Carteret County,North Carolina
contractor.Contractor shall cause his workers to observe and verify w 1. Contractoruseplans I p
eve r.
w r�i &
/ shall invert elevations shown on
to the fullest extent practicable that stakes,other measures and grades Developer:
are or appear to be,accurate and correct,and immediately,but prior - _ 1 / for construction. Grades shown above are rounded. B M Developers, LLC
pp 1 / 2. Pipes D, E, and F are velocity control outlet pipes.
to any associated work,notify the staking entity of any potential conflict,
121 Garnet Lane
error or question regarding the work.The Engineer shall not be responsible 3. Lots 7 9-$1 to have 18" driveway culverts
Jacksonville North Carolina 28546
if all of the above measures are not strictly adhered to.The Engineer shall Lots 11-14 and 72-78 to have 24" driveway culverts '
Lots 15-19 to have 30" drivewayculverts ( 1 )346 9068
/
not be responsible where due to damage,his staking can not be verified, 9 0
P
For critical or costly components of the work,where the contractor believes
F /
DATE: 05/14/19 0 50 100
that staking may not be preserved,the contractor shall request the staking
entity to place staking in an area where its preservation can be insured.
v;:
�_'/ SCALE: 1"=100• FEET
-/
-u`, 5 BELL AND PHILLIPS
Consulting Engineers - Land Surveyors - Land Planners
Q COGO: 18281GR.ard Cedar Point North Carolina
..X.
Filename:PeletierShare�-Gen.dwg 604E Cedar Point Boulevard
Drawn By: .I.
• +-, Job No.:S180427-6777 Sheet 5 of 17 Phone[phone]-www.BellandPhillips.com
Firm License Number:F-0108

6' Long Precast a Notes:
t1 Steel Posts Bumper Block 1.Sediment shall be removed and the trap restored
to its original dimensions when the sediment has
s ON accumulated to 1/2 the design volume of the trap.
�+ 50' Right-of-waya. S°oher�F ♦ Sediment removed from the basin shall be deposed
Note Burlap shalt 4a cl °b,. ,4 -
not 6e used. °'+as 15' :sr rye in a suitable area and in such a manner that it will
r ,g6°�rr Qro er Al not erode.
6' Ditch (Tye•) t 2.The structure shall be checked regularly to insure
.y- 18' Pavement �' +� 6' Min. �' Rroa ,
„ WELDED WIRE MESH that it is structurally sound and has not been damaged
1/4" per F#.Min. 59.58 Shoulder 6"BELOW GROUND by erosion or construction equipment,The height of the
1 er Foot • ..... Parking Layout outlet should be checked to insure that its center is at
i-1 I Imy. "/�� 3.Weir Length:4.0 Feet Min.
least 1.5 feet below the top of the embankment.
Note;
_` 1___ :7-4/
Spacing for Pasts
`�7 , I- 3'1 -t ( `I' "' :•_; Vize shall be: 4 See sediment trap chart for volumes&sizes.
_I 1olte -' �� 5.Porous Baffles.
l �_ I " • 1.• ' ••/l- 1) 8 Feet Maximum
Install 3 rows of Porous Baffles(700 g/m2 Coir
_ ,:�f,��a/r with Wire Mesh 2.5'from EOP Erosion Blanket Installper silt fence detail.With
1 ) Stone Structure
�I -� 1 I'�l I I Grass �/�1��_I!tt or Porous Coir Blanket instead of silt fence material. 5,
I-III-I ( 6' Direction of •/%i 2) 6 Feet Maximum Extend and anchor up side slopes.Basins less than Min.
Run Off Flow with• out Wire Mesh 9" 20' long may use 2 baffles. -1.5'
t I _ I with Extra Strength
r r Steel Post 7/8"biameter Hole
r v Filter Fabric Porous Baffles
41/2"
Welded Wire Mesh c 6'Long Precast 2" 2" +f ' +` _
4• Bumper Block 4o�.../0 i
Erosion 61 Siltation ~ r��}e'�"!
U.FT./Acre `-1 o�►'��•
Control Fabric e 2 1/2" !' *' ' i,iL.7. -
C�mpacted N /VN1800
age Area f e-!•�. lw.� .,:!e
s.T.B.C.QR A.B.C. sail 2#4/`•/'tip.. '�•,1•� Ground Line g ' 3 1/2' ti ��' .e:�T��.�► �. �=i! e.Remforcln Bars ° ' 1 d' rt` ��'� A�� / 111 1 in
Residential Collector - Local Residential ���,p �����, „ a 2:1 „ :�tiff ri;�: „�.�, , -;,.;-.1,e�
I• eN •I 24 Mn. + �:/ e 1i�r 1►::r.
..-v,va , Extra Depth Required 6"ABC c7tc °'"•Qo q ,,a !. e,i a'�r•• , "r.� Jz-•••• 4.`-•r .iii ,�®
Not to scale 4 for Nan-Stable Soils . . °a o° :•••- a° d •!' 1 .•• ♦sire
Section View r�i Trap Bottom to be 1.5'Min. Filter Fabric
V 1 1/2"S9.5B Asphalt below existing ground 9"Diameter
-� /
Typical Installation of Silt Fence ' `- -3/4"Diameter Reinforcing Cross Section Rip Rap
\ Bar 24'long per each unit
Not to scale Section View IT-Trap Bottom
r - q Maintenance Notes: titi'"'
/ 1.Inspect sediment fences at least once a week and after each rainfall. Design
N.
�, \ ! Make any required repairs immediately. Settled Overfill 6"
I
2.Should the fabric of a sediment fence collapse,tear,decompose or become Top for Settlement
ineffective,replace it promptly: „_il „ 4'Min. „ ,, ,-„_
3.Remove sediment deposits as necessary to provide adequate storage volume =° II 0,,,,,,",,
II III tt u u u'i1111t1=„ - „_,>-,T -_-•-'_'- ��'r"*� r~r®.��_
Parking Space and r► ...,.r- „ il'°n II II a=n n 1( u
„_ - - _;. u-n=ll=u=a=u=u=n=n=l=u-
II,.II;II„II„I„_u lll�II 1111 II II��II�II �LIt�PII It II I��tI„Iti ll l�l11111��11,1,,11_-=•�. �. • **Alp � 1111=11=1t=1t IIIIIIII-n ii II 1 �'''
1 for the next rain and to reduce pressure on the fence.Take care to avoid °-Oil Eli ,; s'+.�t -r'+•i--ii it=ii °u11=ti o=ii i1=11 °n nil-11,1 GlEmer"en I \ undermining the fence during cieanout. Precast Concrete Bumper Block u=u t ��►� 4•r'lr,.: a tt n-ii-n-11-iI-1i ii 11 �1-11 it 11 n g c•
Llipiiiii...,a,
I _ _
4.Remove all fencing materials and unstable sediment deposits and bring the n o=4r• ''.-6 -n u u I' _ -" By-Pass
u itL 11..yr•rf' lili n u!t i;t= 3:1 Side 6Y Below
area to grade and stabilize it after the contributing drainage area has Not to Scale u u •a.:��=! '• •ay . ••lra�n °=i1='
u • .ti' lara►e►� 1t a u= Slope Max. Settled Top
I been properly stabilized. n f• rrres•,..,re•,te✓ It a n-
Permanent Soil Reinforcing * °u i' ��`'"•4,�%+�eeli°nfill11 \ of Dam.
Mattin (USFabricTRM1or in11SideSlope g Fabrte =!! ` ; = °= �iNatural
��n= ilr :���=n n n u 3l n itlr Ground
t. 1,1-- t 1 Vi�1 may .+( 4r1 1 L "
t t ,'t '.tt ,�i I t 1fi i IP t t 1 r ): t; " 3'
I 18' I 15' A
I13.5' Akin. Channel To t%t :1 t>a� 1i �L` ,t� A Min.
P ,£t: Pipe Outlet 6 ',VA-VA.1 £,R
4t. I 1 50' R/W i 'iI t2t
l " "'-'- '\ t Stone Section
I Min. I 4. ,� _-_. u-_.. .-. t , ' : �.. Temporary Sediment Trap Detail
( '0 T-,
B #67 Stone j �t l Not to scale
*40 R 6 I � C�, � s
40'R 6' 5' 4' R/W �•:......t'%%�t• Square Preformed ),r\ \{ 1 • ` l ' _ Install Level and Flush
Slope as R dA'''
s g S
# �..,, ) f i .AA, `_} 41 �, with Surrounding Ground
p 1 per Foot Scour Hole{PSH) �d AW ,. �t
"a' A (Ri ro in basin } 1 1 1
8"CABC III-1 i Slope as Req'd 1"per Foot A �::�.. a no tshown for clarity) fs isf1 � • ,t`i�,i t „1
1.5"SF9.5A I iI I I-1 �'•7 -1 _�' l. �� P �:.•„. ..._
I Grass
Surface ;I 1 I 1 1 I-I (1-) l I I I i I I_I - fr'. .•_.•i_•-
g; 3• if Seed and Mulch per
*Nate: �� 6,,. I I I LI I I I (�( �u I 7- T Splash 3 1/20
_ I I,
Baymeade Court is 35' I I I-III i I Aron Seeding Schedule at
I I III 1 III- Installation.
-'+� 6„ I I_I ter:;.:..; Plan View
••irj C•anne•bilk Bottom W=Check Dam Width
pth of Channel
5.T.B.C.OR A.B.C. r B -• -i b be than Diameter of Stone
S.T.B.C.or A.B.C. Plan View -.4- 5D -
• Top of Soil Reinforcing
St rnmetrical Cul-de-sac Offset Cul-de-sac Channel 6" 6"--13; Matting{US Fabric TRM12 or
No Curb and Gutter (No Curb and Gutter) Channel Top _ MIN 12" Io Pipe Outlet
W=Varies -� ^Fj /Pegrumata)nent
�!•il:�e.
other _12„ d ••• �7' •' •
D.O.T. Standard D.O.T. Standard 1/2 w r int, _ �• ••:'
Channel F '-� '•�•'
:.;e..�c 6 __ .__ Nature
�••....i Pipe Invert I _ � Channel
Not to Scale Not to Scale 1/2 D I } 1 1/2D a 4. r.��•••�:+ Flow ' Ground - TOM. + . ---
dm dm •••••.,•,«.•.•.�••...•° ar / D 4e :s W..••
t\ �rrt.wifti�
Channel
#67 Stone 6"Riprap Liner with " `e 4' I 12"Tuck
Bottom Filter Fabric
In Channel
Section A-A Section B-B Section A-A
Plan Views
W Note:
Given dimensions are minimum unless otherwise Scour Hole Flow Spreader
D
Existing Road I specified by the Engineer for Site Specific Conditions. P
A Not to Scale - Z` i",gni �� -�
..•.fie..•..:••s...... I �+!• • %, yes': ; ,'
'` :. Fortified Rock Check Dam .s•.
50' Taper NOTES •
+/���',ie�t" 1/2 D
1.Scour hole to be excavated 1.5 times the median diameter of
(Required with less Not to scale
than 26') the rip rap to be used in hole.Top of Rip Rap should be the 1/3 D
70' bottom elevation of the scour hole. Rip Rap
R/W ion
• 1 2.Minimum stone thickness to be two times specified stone
•• 1 diameter. Section Views
•• • I 3.Install after disturbed areas and swale has been Median Stone Diameter=6"unless otherwise
�° : 50'Min. R=30' permanently stabilized noted on Erosion and Sedimentation Control Plan.
• 10'- 30'Min.lillM
'.•viiiW:Zi7-
1Len th ++ R-30 1 4.Install at Rock Check Dam with Level Spreader outlet1.D=Inside diameter or width of culvert
�; Length Sight Triangle location.Rock Check Dam with Level Spreader can be 2.Minimum stone thickness to be two times
lc transformed to Scour Hole Flow spreader. specified stone diameter.
3.Fabric to be installed under Rip Rap located
Construction .:• .•® V _ --Min
- = L - in swale,
®4•i.s 4-Finished grade of Rip Rap shall beat invert
Entrance e...,•i R/W - - -` - r R/W
Profile R=30' R=30' elevation of pipe. *Not placed on top of
12'Min. Stop r TemporaryCompost ground at invert.*
Tall Post 1
(See Note) Temporary 4 Inch Sock
Edge of Pavement Edge of Pavement 23 Gauge Wire Mesh 2' Upslope
Plan View
on all sides Stake-
Permanent Rip Rap Apron
Temporary Stabilized Construction Entrance - - - - L- - -- 12" Temporary#57 2 Not to scale
Existing Road - Filter Stone on \\ ( Q;.) `�rlrrtrrrj
07
Not to scale
_sides / //\\// /' \/ / \\////\\/\ ``�s43::':: I�`AR��,�i'
Edge of Pavement Edge of Pavement 2'
Construction Specifications o
oop ��•Y�II�} r Igo 1 Z •,I�•�`�F djyQ
�•::Sairriuriiiiiiiiii►iniiii iiik
c "Min. \
1. Aggregate size-Use 2-3 inch washed stone Figure +: • • ._. 2"x 2 hardwood stEkdke Dept \//\� //�/\ •Q '.��
2: Length-As effective,but not less than 50 feet, \/��\ + i' /\/ �/ \��� /�\// ' SFRL r(..,
g / / /� Frame with double ���' / ¼/ /;1
3. Thickness-Not less than six(6)inches. I.; \ \
New
// /\ , Grate made _ \j > / Stake Compost Sock 792$
4. Width Not less than full width of all points of iV ew Residential Road or Residentail \ /�`�/\\� in U.S.A. / /� `2 !. gij
ingress or egress. Minimum of 12': • Grout 'oZ' '• �'
5. Install filter fabric under entire footprint of the construction entrance. « } * a. ,- Cross Section for heck Dam Use
Collector Road and Existing State Maintained Road J :. �� �'"E ��'
6. Washing When necessary,wheels shall be cleaned to :, pipe Dia. SeC C
remove sediment prior to entrance onto public right of -.;•, .12"Min, - ,+' r,'��i Al, L. MC9���`,
way, When washing is required,it shall be done on an Not to Scale ••-r �.......ntt����
area stabilized with crushed stone which drains into an `�►. through
x 2"hardwoodterof stake
- � Compost Sock throw h center sock
approved sediment trap or Sediment basin. All sediment �. ', V,.. Compost Sock g
:�,.r I r - f
shall be prevented from entering any storm drain,ditch, •::. '• G' - - rading� Driainage� Erosion & Sedimentation Control Detail Sheet
or watercourse through use of sandbags,gravel,boards _ _ _
or other approved methods
7. Maintenance The entrance shall be maintained in a Precast Vault with J r
Extended Base. •t:}- Pipe .t,3: 12" min. -��
condition which will prevent tracking or flowing of ,..,
SHORES
sediment onto public rights-of-way. This may require - :.'
periodic top dressing with additional stone as conditions f':5 PELET I R
24' 4'O.C.(Typ.)
;.,: I Min.
Pipe Invert Out to be .•- •'3 Town �
24"Above Inside of ;u+,-. ,.,1;;,,,.....,.• :.:r:� = i 1 ?;: ; o Peletier,Carteret County,North Carolina
demand and repair and/or cieanout of any measures used to
trap sediment. All sediment,spilled,dropped,washed or swale v laati s ntd r CurlexPS I for
swale velactie5 under 5 FPS and Box to Create Stillin :,::;,, ;{!. .`• : ~ �•'_,i 1° Cross Section Top View
tracked onto public rights-of-way must be removed. g St'�=.
Curlex II for swales velocities under Temporary Liner Pool for Velocity Control
'��� Notes:
P ryDeveloper:
7 FPS by Anerican Excelsior Company Installper p
Depth oasn Monolithic Precast Bottom B & M Developers LLC
or equal, shown on Manufacture's 1. Compost Sock to be 8"minimum diameter with 5 mil thick mesh netting having 1/8"-3/8"openings.
. plans Recommendation
VelocityControl Yard Inlet 2. Compost to meet Compost Blanket material properties,with 99%of particles passing a 2"sieve and 121 Garnet Lane
30-50%passing a 3/8"sieve.
With Temporary Rock Filter 3. Use 2 ft. minimum wooden stakes with a 2 inch by 2 inch cross section.
Jacksonville,North Carolina 2$546
P 4. When using compost sock as a check dam,do not install in ditches greater than 3 ft.in depth. (910)346-906$'
Not to Scale
1 5'Min,Bottom Width Notes: Compost Sock Detail DATE 05/14/19
3
Swale Detail 1. Box to be in accordance with NC DOT Standards(840.14)and Not to Scale
enlarged to accommodate larger or multiple pipes as required. SCALE: As Noted
Not to Scale 2. Frame with double grate to be in accordance with NC OOT Standards
(840.16),and be cast in the UNITED STATES OF AMERICA.
3. All sediment,wet,mucky,or yielding soil materials shall BELL AND P H I L L l PS
be removed and replaced with compacted select fill
prior to backfilling. Consulting Engineers - Land Surveyors - Land Planners
COGO: 18281GR.crd Cedar Point,North Carolina
Filename:PeletierShorea-Gen.dwg Drawn By: JJS 504E Cedar Poink Boulevard
Job No.:S160427-6777 Sheet 14 of 17 Phone[phone]-www.BellandPhillips.com
Firm License Number:F-0108