SW8100203_Approved Plans_20100505

v�i SEEDING SCHEDULE: NOTES: CONSTRUCTION SEQUENCE: MAINTENANCE PLAN:
I
gg o u PERMANENT SEEDING: 1, TOWN OF NEWPORT SHALL PROVIDE WATER AND SANITARY SEWER 1. OBTAIN AND POST A COPY OF CERTIFICATE OF SOIL EROSION & SEDIMENT 1. ALL EROSION & SEDIMENTATION CONTROL PRACTICES WILL BE CHECKED FOR ,���`"""'••••• I o
DATE: SERVICE FOR GRACELYN PARK SUBDIVISION, PHASE IV. CONTROL PLAN APPROVAL. NOTIFY NCDENR DIVISION OF LAND RESOURCES, STABILITY & SEPARATION FOLLOWING EVERY RUN-OFF PRODUCING RAINFALL, ..`�� ''� r�i
f? `� 9 ''+`, y BERMUDAc WILMINGTON REGIONAL OFFICE PRIOR TO CONSTRUCTION. BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS ��P >••••''• � �'�
a JAN 1 - MAR 31 COMMON GRASS 20 L.BS/ACRE 2. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM NOTE
(!JNHULLED) 1988 AND ARE RELATIVE TO MEAN SEA LEVEL. 2. CONSTRUCT DRIVEWAY CONSTRUCTION ENTRANCE AND SILT FENCING ALONG WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES DESIGNED. COMBINED SCALE FACTOR = o.sssso412 :pv��'P�. Q 6'. Ia
LIMITS OF CONSTRUCTION. 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCING WHEN IT ." �'
I- <A P APR 1 - JUL 31 COMMON BERMUDA GRASS 15 LBS/ACRE P PI EALL DISTANCES ARE HORIZONTAL " �1 1''
� / 3. PROPOSED STORM DRAINAGE PE SIZES, GRADES, ETC. ARE PRELIMINARY 3. CONSTRUCT OUTLET OUTFACE PIPE BECOMES 0.5 FEET IN DEPTH AT THE FENCE. THE SEDIMENT FENCE SHALL GROUND MEASUREMENTS IN FEET v7
® .v !{ (UNHULLED) AND SHALL BE FINALIZED PER CONSTRUCTION PLANS AS APPROVED BY
y �1'J LIMITED CLEARING TO R/W & EASEMENTS, AS APPROVED BY ENGINEER. BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. AND DECIMALS THEREOF UNLESS - Us) N ���• " �n
Vo {o �, AUG 1 - DEC 31 TALL FESCUE 60 LBS/ACRE TOWN OF NEWPORT AND NCDENR. 4. THE CONTRACTOR SHALL LIMIT DISTURBANCE TO 1.5 AC FOR THE INSTALLATION �` NOTED OTHERWISE. ; l••'* �•'{ 3. EROSION CONTROL MATTING SHALL BE MAINTAINED UNTIL ALL WORK IS O ••�
(p �p COMMON BERMUDA GRASS 20 LBS/ACRE 4. AN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE OF SWALES, UTILITIES, CURBING & ROADWAYS. CONSTRUCTION TIME IS ESTIMATED 'mod►*'•6' v
�4 O COMPLETE. AREAS SHALL BE RESEEDED AND MATTING REPLACED AS NEEDED. d �`
ti l� i (UNHULLED) APPROVED BY NCDENR PRIOR TO CONSTRUCTION. TO BE 8 WEEKS. SEDIMENT SHALL BE RETAINED WITHIN THE PROPOSED SCOUR / '•,�••• • •••' • •` .2
�a �G 4. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT WILL BE INSPECTED c* •••• • • ��
� � 5,,,c" ' YEAR ROUND AGRICULTURAL LIMESTONE 2 TONS ACRE 5. AN APPROVED STORM WATER MANAGEMENT PLAN SHALL BE HOLES. SCOUR HOLES SHALL BE CLEANED OUT AFTER EACH RAIN EVENT. `j '�•,, 00%1 #E
/ THE ENGINEER AND/OR NCDENR-LQ MAY REQUEST A TEMPORARY SEDIMENT PERIODICALLY. WHEN SEDIMENT BEGINS TO BUILD-UP, THE ENTRANCE WILL BE ••+��,����� a�
•C GJ,�� o 'y YEAR ROUND FERTILIZER 10-10-10 ANAYLIS 1000 LBS/ACRE APPROVED BY NCDENR PRIOR TO CONSTRUCTION. BASIN BE DESIGNED & CONSTRUCTED IF NECESSARY. BLADED OFF, REMOVING THE SEDIMENT. REPLACEMENT OF ROCK AS REQUIRED. I' �' �
'- T p 6. ROADS ARE PROPOSED TO BE ACCEPTED BY THE TOWN OF NEWPORT. 5. ALL SEEDED AREAS WILL BE FERTILIZIED RE-SEEDED & MULCHED AS , G,• U o ,°1°j Ti;" o°'
o� YEAR ROUND MULCH 2 TONS/ACRE (A, PRX. 80 BALES) 5. STRIP TOPSOIL & STOCKPILE AS NOTED. /
'J <F ! 7. BOUNDARY & TOPOGRAPHIC SURVEY INFORMATION TAKEN FROM MAPS NECESSARY TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. = 4D rn
Pck SMALL GRAIN STRAW/ACRE 6. BEGIN GRADING SWALES. �' ! o
�� �� `5 t BY THE OWNER, VIA STROUD ENGINEERING, PA, MOREHEAD CITY, NC AND = E i
EXISTING \' YEAR ROUND ANCHOR TACK WITH LIQUID ASPHALT © 400 GAL/ACRE 7. INSTALL TEMPORARY SEEDING ON SWALES. a- - = N'n n
GRACE4_YN PARK oP EMULSIFIED P T THE EAST GROUP, PA, GREENVILLE, NC. rn 0 n
-s, ii OR EMULSIFIED ASPHALT 0 400 GAL/ACRE 8. INSTALL CHECK DAMS W/SCOUR HOLES. SEED & MULCH ALL DISTURBED • _ 0�i
SUBIJI4ViSION 8. PROPERTY IS LOCATED IN FLOOD ZONE X AND AE. PROPERTY ALSOw c z N
AREAS WITH IN 14 DAYS. ('
t Ia PARTIALLY LOCATED IN A SPECIAL FLOOD HAZARD AREA AS TAKEN FROM 9. INSTALL UTILITIES, OTHER INFASTRATURE AS REQUIRED. Z .23 `'' 0 x
TEMPORARY SEEDING: NFIP RATE MAPS DATED 7/16/03 COMMUNITY PANEL NUMBER 3720634700J. ' _ o
10. INSTALL STONE BASE. _ • >�-
i VICINITY MAP DATE: NF!P RATE MAPS DATED 7/16/03 COMMUNITY PANEL NUMBER 3720634700J. J E rn v
11. SCOUR HOLES SHALL BE MAINTAINED AFTER EACH RAIN EVENT OR WEEKLY E 'u, a)M
N.T.S.
APR 15 - AUG 14 GERMAN MILLET 50 LBS/ACRE 9. #5 REBAR TYPICAL EACH LOT CORNER, PRIOR TO RECORDATION OF FINAL PLAT. IF NECESSARY. SITE DATA: o o
AUG 15 - APR 14 RYE (GRAIN) 50 LBS/ACRE 10. WATER & SEWER SERVICE SHALL BE STAKED BY SURVEYOR PRIOR TO CONSTRUCTION 12. INSTALL LANDSCAPING, SEED & MULCH ALL DISTURBED AREAS. ANY SLOPES > - •rn
LEFT EXPOSED WILL, WITHIN 14 CALENDER DAYS OF COMPLETION OF ANY TOTAL ACREAGE = 19.26 Z w o d.N
YEAR ROUND FERTILIZER 10-10-10 ANAYLiS 400 LBS/ACRE AND SHALL NOT BE CONSTRUCTED WITHIN THE_ CONCRETE DRIVEWAYS. (7 o v� M
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY NO. OF LOTS = 18 'U 0 o O fV 11. ALL PROPERTY LINES SUBJECT TO 5' DRAINAGE AND UTILITY EASEMENT. OR PERMANENT GROUND COVER, DEVICES, OR OTHER STRUCTURES ' U N,n
1
SUFFICIENT TO RESTRAIN EROSION. LF IN STREETS = 919 < -1 . x N
' 13. ONCE ROAD AND UTLITiES HAVE BEEN INSTALLED AND EXPOSED AREAS ARE ACREAGE IN STREET R/W = 1.33 Z ° m0-
STABILIZED THE LOTS CAN THEN BE GRADED AS REQUIRED. HOWEVER THE -Im o 0
CONTRACTOR SHALL NOT HAVE MORE THAN 1.0 ACRE EXPOSED AT ONE TIME. AVERAGE LOT SIZE = 35,162 SF/0.80 AC. 0 :0 o.
- {' 14. UPON SITE STABILIZATION, REMOVE ALL TEMPORARY EROSION CONTROL ACREAGE IN RR R/W = 3.40 W to
DEVICES INSTALLED DURING CONSTRUCTION. <C w
ACREAGE IN COMMON AREAS = 0 V •
‘ ACREAGE IN RECREATION AREAS = 0 I-- •G
CARRY WAYNE STYRON t.
TAX PARCEL NUMBER: 6347-02-6658-77000 Q =
I DB 913 PG 399 NOW OR FORMERLY a
DIANNE K. BEDSWORTH / EX. ZONING: R15 W 0
F.
0
• J
• REFERENCE:
h o,_ DB 1223, PG 364 CARTERET COUNTY REGISTRY, m = _ l ,>i
o • RECORDED 5 15 07. o o' o
co.,
G ATLANTIC AND EAST CAROLINA RAILROAD 200' PRIVATE RIGHT-OF-WAY • Q. ���� o� <� MINIMUM BUILDING SETBACK LIMITS: p N N ::„......„...._4
1 ;° c_s. 'Q. .. ', FRONT - 20'
B� 0 0
�y ��= N / SIDE YARD ADJOINING SIDE STREET = 20' N
ya h -- _ _ - - �e°� - - -' -- - �l�o T -__ -�- z'd.'RI E -_ oa = 10' N
u ^. �- l�s 1 -.- __.--_. . v -� - - - - - -x -' 1 - - _.x -.�.�- _ - - - --w... --_ .K r -.-e.'__. �" --_. .fie _ _ .� \: .y
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_._. �..-. ,�,� �� ��� ._ � �.� y-•� - .:'--
---rer3r�� --�' �• 7 ,,. --•�_.��-� -- �ciJ�a� �`-��.- -..._._ - " :rL .�- REAR YARD - 1
� SIDE YARD
�h :�-.- -'r'4,� '� S'~ _ �'� . ,ate! _ T� ti ". '-.f' --r !- _-,•./N + W p
w; - !..._..._..-..__.-....- ....�.. _. ..�._ - ..- _._ QOJJ��! - _w _ ,t F - - .�..--.�� -,�>....- •--- - r` ... _- - _._-_- ---� ._._� _____ ix_ - _ _ _ - _ - _ -- -�a• - ..� -- - =I _ - ---- - -_ MINIMUM LOT WIDTH = 85'
--_ "�" ,:� -- -- -' - _-ti ._____ -- _- ,_._ _- ._,_ -.� _ � `1'- - i,.`! ��y/ W DSL1NFr- '�� - � � ~� �//!/ �- a o: �
WOODSLINE / - � . . .. . . .... . .. '� r -= � - -�-- r J. 1 1 ti 1 // i� � �- •
/^ �� '%i� � LEGEND: z to w
- A / WOODSLINE t ,4 11 ___ = PROPERTY LINE a o w P
�� a� �-LIMITS OF rJiSTURBANCE v i x o
Qq / - > I is I 1 + :i ! / \` _ _- /// O \ 0 -ss- = SANITARY SEWER MAIN m a 2 a
0h ° - - r--REAR LOT PROPERTY LINE LIMITS OF PROJECT AREA ;H 1� ; � � � i l i'3 4 , • , '\ \ - -�.'`` -1 I-- - WATER p J
f ? I 8f _ - / fi I t ;/ - `_- 1 \,, �`. _ - MAIN s` o
t ,� q a _-- _.-.__ ____ _ - - - _ a, X+ , ty 14 ` �1m // ^v °p ��, \ - = TOP OF BANK 5 CONTROL
_ � a i ... e,► E in i„n? MR»i mo� 4, ! 1.___,...... _ \ FLOOD 2
I +
4 �L 100YR
�, �. i4 2. 0' °6 \` } -,,� --01 ,r- r1> 91 /'V`91' ---�,g1' r"' g1' 91 �-N! i+. 1 I 4 `y� ,� ! I 5�- ~� \\ \- o _-___. = CONTOUR LINE Z N M Q.
, 1 l • = SEWER MANHOLE
II CONTROL ,,,./ swXF 79 -•,� �_ '\�
� CORNER t w INV. 15.5° -- e { I �, / 1 / z
l 18 _ _- •
- - 5 DRAINAGE& \ •�! I tl 1 ; ` t 1 /t /_ \ 4 \ a ►� = GATE VALVE
I ��_.- UTILITY =SN - w a ' I 1 ' w'`� Drawn: Hgn Design Hgn
[ li (TYP.) w ICI I 1 ' �W (� 0 D, E } ' / V A \ ��M IM+ = FIRE HYDRANT
��{ t- /,�I I a 1 1 \ { • �� F' w 0 - Checked: DS Approved: DS
} ; ¢ `I ` / 404 WETLANDS \ x D c.5 STORM DRAINAGE
(I xv U �� \ i \ ` i I _ , \ Q a_ Date: 1 19 10 Scale: 1"= 60'
�1 Ii a,� a �+� o = l 1 s .�' - v\ V ¢�� • = CATCH BASIN / /
!t fir,, 20,159 STET t ��, r 92 93 94 - _ Q ' `j �, ' 1 •� / y`' SEE "DRIVEWAY QETAIL" ` V �'''� ► = FLARED END SECTION
4' 0.45 AC. in iC) 0U7 a .r ! I I o A 5 , to
•
'', �' , , �I �_, co co 9b �% , `t. 1. \ ` / _ ` \ \ cn w oo R/W = RIGHT OF WAY
15,€'�-3 S.` . _" ) 5,0 5 S.P.S _ cot 15,015 Sf 15,015 S.F. �.-
=a .-g S.F.y T- I 15,015 S.F. t- \ { ��QTSs'9% & 98 \ \ 1.
a F-- ('� ..35 AC. 0.34 AC. 0.34 A f 0.34 AC. f 15,015S.F. 15,015 .�. "' \ 1 \ i �� / _ Q MBL = MINIMUM BUILDING LINE
Ile x CR x x 0.34 AC. t x �' `{ +
�a p R... l 0.34 AC. �k 0.34 AC. 15,949 S.F. #� �� 1 `� _ m \--� \ -
iyl oo ED �:'-°_WOOD i"\ V I r i 0.36 AC. t 1� tf .1 i, i o� 1 K / j� p,C� •= Q' \ \ x r-�`m�, m EP --EDGE PAVEMENT
c.s I €7 R/W tr�� �0L t I }} ' N'J ' / �P`�/ `\ �. ,\ ECM - EXISTING CONCRETE MONUMENT
{ 2 I I 1�! ! �` i ' T-® - 1 - - - • E ` o _ •,. - EIP = EXISTING IRON PIPE
I
I - �, y DRAINAGE &5� .� v AE� _ --
11 ' 30,975 S.F. S� � _18--= f EXISTDiN1 DITCH �J%� �/ f �l �" _ �� �� \ ••� \`o -_ \ EIS = EXISTING IRON STAKE
U TY ESMT. , __ 20 MBL n
Q p '/ �` 2" PVC WATER r
'I I `'. 0.71 AC. ± T-p.) �2 C,� e�A�'\ T� ��'\_ 5 UTILITY _ !I, i BOTTOf� TO / ����'� - -` _ - \\ \ �e� \
i, , Vr i cy , I_ ENT . ( DAYUG T /--� _0...,,,..--::,
_ - \ . �' = BENCHMARK
Q {i,4 s ! / 10'x70'-ST- ' °1- - - -91 - - - - -91' - - �- -9 - -91- - -i- - 91- -1- \' F i ' i { f /= , - Y - i \ 1 �o
NV -""`-` ' - ' \ '"_ f i 1 ' / / ' °_ ' - = PROPOSED LANDSCAPING TREE
a s 1, > d r f . i/ i'' `4� \ A \ 1 O _ \ = EXISTING TREE
G I 'O ; tI "-' -d° ! -I ! I� 14 I --�-� �� 8� P/` f i '� �/- '' '�`" 11Iz V 1 0 \ \�
, u- ,, „ .ram ' / . i i
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SM 2�J -8 PVC '1A E9 8" GRAVITY S NITARY SEWER �.-- 0.3q, i I. f I I / \\ LIMITS 0�'1gISTURB CE { 1 \ l v _ \ \
x I �' 1 „ /0,1 -- �k SS-- ----ss S Ss SS -Ss SS SS SS -Ss f "PA, -�� - J { to Q , x 00.00 - EXISTING ELEVATION
'�N �Sx 1 / --� cE 6.28 ROCK SILkSS - 7 1 f f ,,,,,•...0.
-�au!' _x` ♦ - 4 { # m m \ v = 404 WETLANDS
�4 Q I° '! 190 + and 18 G 0.55% ? SSMH-826 t a r)"a� \ ' e�
c Et.3 a9's a } �� PROPOSED SCOUR HOLE CHECK DM \ � :0 �� w OQS • i T / j x-
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V? t,�ro p, #, i ,g.8 y f b r FLUME INV. 15.7 �' � i 17.37 / � o 11,• 97 f I i I s�� = DRAINAGE EASEMENT
s - - o _ ,_ -' A �Lar'4"'- '<c 7.4k -i✓ 'ems-• r. .y .. tvt.=: t 1 �� - /f f ff �ii
t .J Y®" - -- _ _ _ ". -.- L .. _,.... _ _ 5c ,..t. wR- 7 67.. .G7 . :_ ,i�4r ._.i+; .A. .^3� .Sii? _�i►'... f; - ",=' .. ..e. 1�, \ 1 f s =
k°..E_ rn !, /{j( ..-, _. _- e:_. ,ter_ -a1. ps< .xi' --� ...� . rat- �c', - [ fir•
N �t FIT � ._ .. __. - .. _ _ ._ _. .. ...e ;.. _ - � �;_'- - - :;ri'v �. 1.14:_. i��� - �i-..: - ! •�•ti `.. __ r �' _ .� --'' ,: '�9 - r/. _ *`' •IP RAP / fE d' io �'„f� !/ h +'` ._�:.. _ _ �` .r� __ :��_ _7` _��7�.__a- .�' _ - - --- -
- .a..,�= �,; s ♦ 150,036 S.F t i ! 1 I �' \ r =---= RIP RA1 CLEAN OUT AND FILL ! �' I 20' MBL CLEAN OUT *AND X ATE X \ W () -0 D 1 D - UTILITYPCONDUITS
s>I.T --_"" s �.44 Ac. f { 1 t _ Jffr. I { X. ��,: + I F 6^ \ T. r��' {i EX4ST'I�0 DET04I '- ', j :� 1a--_ - - _ �# : I ` FILL EXISTING DITCH / �.- r . . PROPOSSED' .:1� tTYP.) r� __ ♦ \ , I`J / / ®�= ROCK SILT CHECK DAM W/SCOUR HOLE �/ ))7. t f. ,, �i / > • L� .: 30" RCP / / \. ♦ \ / J j -X- -X-- = F 0
{I'' �' - 8_- _ % �bl/ � _ N® ` - ----- - �� F \ `� \ l ♦ - � 1 t�- \ ` ;J / / - ENCE Z =,. 99 1$- -I- L.11 "N 0 �a \ \ f ! \ \ V_- X = SILT FEN
f CE:is 111P, 19,425'-S.F.T.-.±...-__,k7 ( vy- _ Zp �`' i� K \� \ ® ! �!`w \ \ ., J J / Q -
I \ \ fI I 7 1 0
I! y'"� Q.44 AC. / C0 I O Q ' I 26,696 S.F. . /, ,. � : ' .�, ---101y \ ltl ` \ \\ ,c \�♦ f i I , 1 ' ! J
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f � � • Z 3 • Q 0.!61 AC. _. /_ o,. A i 1 ♦� __.. \, �. /1 Ev >~
I I i � f o w at1 z '� _: / � \s's", �a \ :.ti f -s- "� ; \ " r, -1
II I it 186' �•--� I 0 w ,, i<[ PROPOSED m �� /� °� _ Mc / \''
♦ ► J j!f ! a6 t„ O I���I { ' Ig ti ry 1 a /^�'!* x U%J �' oc SCOUR HOLE+ � aNk
'/ ® `� ' I x 1 I* ( r .v 7
11 r' P "r'-f iK lnf r V':. l O a l5 \ { \ 1 II N. U
I . '�' i co co"
F- 0.39 AC. t ` o ' W:::
e f +-unun SERVICE 4 i CLEARED \-` I I404 WETLANDS 0' ' ) Z q
ill Ilti i i }t � ° 1 16 650 S.r " cv !'�" �� a p�tC caaooirs (s E<.nor. TYh) } 3 } W I \ V 1 i f 1' /r� ,\ �,'
it i I{ I l I a ROCK SILT ! E • ,�, I \ 1 / %" / O
tiiF } _ I# " f° 50' X 24' STONE < 0 0,38 AC. CHECK DAM • 1• e1 POE p,�E° \ 1 '3�Z \ _ I \ \ I f f / ,�p� Ucr4
c / .q"-, RE ,ccl i { 92 93' 9. 9 ! Q X \ i
�° I PROPOSED SPOIL AREA /// i 6
COtvSTRUCTi4I\ t ' / .� W.F , t . fro 0 0 NEW
, ITC �° �� t4' 1 i 1 I ` et' ! z
w
I` it, I i F 1
vTRANC� ' . N E 0 1 1o2.ao' �OTa l ,- \ f ! O
11 18,350 S.F. ± Q I _ 1 V ° P ° a P N ( e `�' \ \ t Q Z
ISlTE BENCHMARK %k;:: 1 � e • �- l A G / \��4�R �34' �' �ro�k N 29'S1'12" Y1f}_- `I } `\`' \�` 1 I {
" '�10• SPIKE' SET 4N s UTIUTY ! 4 I� n �b -' RiP RAP ‘NCE55 ° ��� �' �!�Get Z j v A�� I I.
Q 1�
c �E I i ? '- / T `-'tee/ gT( v�>r 4 100' MBL J I I f �` H D0) 1'11116114 A { ; swA ! . . , !'• T / Oq� } 0 FRONT SETBACK I► I \ Z _
Q [n ,[, g"f�/ A Q�' °ro ''itial,`# ;;� 1G:1 fives s + '� ,� F; �� - kh.'jam// q: �cC \ \ i - / ,3' r Z 1 U ! b I I f i w^ W 3
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I °� i''� �� "rf .Q y w g -- : . _ .. q' �° NV.D1!56 �O /� > }� X ''���- XSILT FENS E / / j j rz..,1 p
I X. SSMH-$22 i q45 5u r70T.Al} • 10 ^13C'1 ¢� \ ��� .I CLJ w i- 1--- f /; / / sf/ i /` U
! INEPINV 1$.92$ 1 :a0;1'y$' 1M I:!,"":/-4.11F----.7:-.7:./:.:[_:,..a..-i;
3 °UW E)f. ° NEW DITCH + ;�� f' r� / / //', ��{ y LIMITS OF D,S'TURBANC.E__ I I LEAS , rX GR' ' NV. 1�.55 fir. i Z es s,r ar o��e�s e o t j 'SS`� .�� / 3 u�SW INV 7.22 `(!•1A�N A, ti w.d,�. .�� .�. �...o ".��, � � ►„ / / ,•
r. h 1 \� / '�\ ! :::I t :1„
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°>• ��hw` - .^',�,` h' �•--� `1 4- / / i f /, ani y
° i ! _ Qp,R� l `� _ - � ✓ - EX. DITCH �. �,r' rl-- _f�/ ,� / / f// co/ Z
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I GRAVEL paRK I :f ��\ �- L•�1 f ?� ,--`- r _ -- r _ _1 /��// / 5PHASE 2 1 G� G \1 yti x \ _ t, 1a" 9 , i ., Qieri
1 MB 31 RAG 2 l 3 / �,' `� \ !^, i } 9 i_o' ` '> ' y,' ^....yam, r e .�i �a\ 98 n �. . 'c\ 1 ® // / / / 1.L.1 i Lu
` N i ��, I {{ ' # / ��,� -� \ '/ EX.Ia"ft@ Is t ,• 1 . `\Ert 49, 90 S.F. t �x , \ ;� \ \1 1/ �`,/ X�I Y z o/ 1 V~ /iht.
1 \ W `< a _ktii + t �! // /�� -�_ ®,,� {I\tV /t ?.53 J �� 3.4E AC. f =�/ \ \ \ \`! kj! `off I I ;2z r M .ivi \ \ •/ Q
I ' 1 ip! , N :i zcn oj� !�!" , t >, I �40$ WETLANDS Q �,�? 1! �� �� i rn '`�« ?�' �.��� /� o� ( `��cwn 1 jrQ/ i /l \ 1t1 1 / q _ Z
°° a I - .�' / , ,� .I I �``'w w 4 ,1 /` 1 11 ' �� �` ,� �W \ \ z1 ` N2 ___ ---- V` ` . I 1� if
•
J X \ \\ rrKUVED o! 4 x�� ---% '' � A` 1,�` /�`� �a `� 1 1 A, ° m k ' f� \ \ l x NORTH CAROLINA ENVIRONMENTAL < Nf b -- SS SS SS SS - - �\`1 �'� w :g 1 WOODSLINE - } j } 1 1�, J f t O =
_ GUY W« HERRING Jr. MANAGEMENTCOMM#SSION 1 I *N ® V� - /� A� �\'' , `�fi �� l cn �f/ '\ - y ' JAI / / ` / / �' / r`% - _` - 4� r ` A - ._..ter --- / J ILL1 { %� �� �--''r �� /�t^ ` !r f _. _._ c - `'�/ / ��� • DB 746 PG 737 DIVISION *�E WHTEFt 61UALITY _'! a
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14rr a� R ,� � �� i P� :! i3 0--- ,t D�-�� J--- _- " ,.__.- ! `:-� / // / f' � , 5�11 j-S t 0 WIvjI 0 < r SSMH TCa = T8.30 1 \ \ � t a iz �_��� �g - - x .•O W I ' 1NE !NV = 6.�+0 '" \ > .,<j/ /- \ ',ri�I' -' ... 10 ._� g`�$ 0/ �7 X... �0 0
S
•. -1 0 SW !tdV = 5.50 `\� '\ \ 4 11 %y !i ''� �`� `
! m I! ® SW !NV = 6.4Q *0 3�", tp / ^" _ - y' !t
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1 I r' \ // , '• GUY h1V. HERRING, Jr. - /
-
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��! \ '1 ///t IA4f ' _ __ DB 746 PG 737 - OWNER/CONTACT INFORMATION:
IC .17
i it ii J I i 1 , t' 'll ; __ ___ �,: _ ' _ / BRITT DEVELOPMENT, LLC
•
- I Dale Britt
1 j I 4 50 30 0 64' I ,i J ' '�°"�-.__ ` _ _ •- j r 2012 Shepard Street
j
! ii Graphic Scale: ?"= 6C'-0 I �� J ! �� Morehead City NC 28557
Project No. 4--0b tPACELYN r ��� ,� = =
:;.Tills DRA1NNc is THE PROPERTY of THE EAST cAROUNA CONSULTING.PLLC. ANY USE. REUSE. REPRODUCTION.DISPLAY OR SALE OF THIS ORAwi+rG NTTHOUT Y,RITTEN CONSENT OF THE EAST CAROLINA CONsLTING. PLLC IS 5TVlcn_Y PRO '9 TED. (252) 725-5375 Cl
Sheet1 of6 . 1

\ ,
\ \
€ I \ LEGEND: Q ��� • a
_ ) \ R/W = RIGHT OF WAY 01II 0:42 �,v)
i 1A. \ MBL = MINIMUM BUILDING LINE 4 `3 d '... In
I I j 1 � \ EP = EDGE PAVEMENT �, y:0 c;
I ;\ , \
l \ \ ECM = EXISTING CONCRETE MONUMENT //J ';rd,••6d •,:'EIP = EXISTING IRON PIPE - ,'•QN .......... p.s`" .`
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OP -' PROPOSED ANDSCAPINGf /�- I1 W/ PVET Lr-dii* u__ 1 95, �� 1 jI I I f l 11 I i! .,, 1 ► 'I7 EXNG GRAVEL/SOIL ROAD IS
/ 0/
r, IO12" THICKENED EDGE
THROUGI�I LOT 96 va
t, I COMPACTED CABC 8 CABC Z m
\' s ) I EXISTING GRAVEL/SOIL ROAD 8" CONCRETE, 3000 PSI O a
1 ! / 6X6 WWF REINFORCEMENT COMPACTED SUBGRADE �r v,
! i / (ENGINEER APPROVAL REQUIRED) a
f \ / Q
1 '\� 1 3
�l1 ,. i ��S , z/ Q Z.,..--00010--�.W-1 2. SPEED HUMP DETAIL — CROSS SECTION C-
�- 44� I O —' C 1 . NTS w
I 2 p VC WATER 1 F, �O
.; C1 .2411 e M , j
. ______ _____ z z
m =
j\v
TO 7.34 0 \ s_.. : 1
,-\ 1 44 ,
71 ---- _____-- ...-- WIDTH o o s s N
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CHECK DAM
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1 4 A -',.(. I ,--,n\D ;, 6" CONCRETE, 3000 PSI a_ 6
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01 (0) 1 Alti `i Q; COMPACTED SUBGRADE g W ix
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I/Acb / _-- -
j BO
^ FE 17.18! L
i ✓, Try • �,>I •.• 4 CO,�• `• �� '' (ENGINEER APPROVAL REQUIRED) a W firI�..� .. RIP RAP N
-�- -- . F- -' �3� JOINT DRIVEWAY — CROSS SECTION
,y^ � n y .yx S
�,-.., `--- 4 `�',i.# Mk, r+__ •.,.. MO -.- ;,n ._ ��,�,,,: ., 1 ., ,- ,Y -hq, ES _`".._ C 1 .2 NTS Z Z
c �;: ---- ,nl.r� PRO 0 SED TC - . .,',� t - ., I N V 12.70 _ _ --- --" Z N M
./- 'V"-, 1 0. , / '\ „�^}[\} • 17.49 ,,- (-) 30 X ` SIT.1 T FENCE._ _._.X_.--
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f.'-" 00f r P,yCP
� � �, � � � � �. � TR I A N G L t E S M T. �\( ,''T ._.� Drawn: Hgn pesign: Hgn
i -, TC\kri
O Y .• -T ��/'f� —` --•-_ Checked: DS Approved: DS
« � 17.39
/ x, j0 9:2,- ' , 9 . r�k I / Date: 1/26/10 Scale: 1"= 20'
\*3>/ TC
�� 17.44 ��, 4 �
`a '/ ' \ RR li
PROPOSED SPEED HUMP 1
__ � � ._. �k \ (32 0 LENGTH X 12 -0 WIDTH) , 6\(SEE DETAIL 2-C1 .2) \ 4'-0" 1.--, 2'-O" _ 4'-O"
,� l" / '\\ XX
'' ' r V \ ;
�� �. � 8 �¢� � ED 12' CONCRETE DRIVEWAY k N . I .
�g (SHARED LOT 97 & 98 /� '\ ,,111=111 !i iii��
\ X I I i__Iii mil! 1 I—
Z c9 GATE KEYPAD :* t
�` oe� Ill= l�II�I�T�I 1E1�,1 !!=!! I� ',' S�oF�. , ; % GATE �CEYPAD- , ` �-5� 11=11! ii it !� C
so- 1 I ! 11- stop
y � � ELECTRIC GATE z1 1 =l�l=ill=�°' --=�I►�! 1-1�1_ F 2'-0"
PROPOSED �'
=T=411 ,
CONER FENCING \ Elit ! Ia-
'� '-! I Z c
4" UTILITY SERVICE I 4 LANDSCAPE BERM DETAIL Q _
J
I CONDUITS, 5 EA LOT, TYP " -POPOSED C1 .2 NTS °
{ \ I . BUFFER FENCING 11 41 ' o �''44
LIMITS OF 1 X 1 . ! I 1ct
DISTURBANCE \, ti6 F- (Z) °
i PQ� o
� 2. q 1 9 . 9 9 i , 1 - cc), ,-, x 0S SP0{ REA - i ��� .—�' oZ
7 \
102 . i� '�TA_ 1 I i 1 a � ���� I i Q
z C,i) c
1 41
1 I I 21, w
1 > ? tip/ X
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FRONT SETBACK— � 98 / X 's'
,1 0 \/
' � GATE KEYPAD _ 3 w
f.
• '--,, <0 7 , a4
x:Y--‘, V- \ _ ELECTRIC GATE ry' _ CD
, ,/
77' �V x r— 1---- SILT FEt S 4
NI `.
a� � z
I I 1 I
I . I
I GO PROPOSED 12' CONCRETE DRIVEWAY r -, 6 \�� z �y �-
�% Z (SHARED LOT 97 & 98) E. °
- Al-
.,--- ® � I---- -
x /
44
`� PROPOSED SPEED HUMP I Co
1 .. /4._
0 (32 0 LENGTH X 12 0 WIDTH) • ! / w�, (SEE DETAIL 2—C1.2) �` •® (j
X \ 12'
X le
_JD
DRIVEWAY DETAIL — LOTS 97 & 98
GATE KEYPAD
C1 .2 NTS I PROPOSED
L.5
CORNER FENCING
Y
OWNER/CONTACT INFORMATION:
5 SPEED HUMP — DRIVEWAY STALING PLAN BRITT DEVELOPMENT, LLC
C1 .2 NTS C/o Dale Britt
2012 Shepard Street
Morehead City, NC 28557
Project No. 4-09 GRACELYN Graphic Scale; '"= 20°-C" �„: (252) 725-5375
Sheet 2 of 6 C 1 . 2
1:. THIS DRAWING IS 1HE PROPERTY OF THE EAST CAROElNA CONSULTING. PLLC. ANY USE. REUSE.REPRODUCTION.DISPLAY OR SALE OF DRAWING WITHOUT WRITTEN CONSENT OF 1HE EAST .,APC•:A. OISULTING.RUC IS STRICTLY PROHIBITED.

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T CLEARING UMITS�` 11 l 14)
t ,,, ,+ �XI° �•pv ' 6'. ; w�I1� 8�3 \ i \ ` \ i \ •\ `I I ? / u�+ vvt I LP N L) 7g� , O ^� Q b, a_
1t CJ 20,159 S.F. ± ...I ES1
90 92 o / j ti \ -\ s 1 1 `3 `C -U:�i W e`n
0.46 AC. ± a - .. `
�• 1 15,843 S.F. ± 15 015 S.F. ± c� 15 015 S.F. t 1 , co 9 96 / o \ / \ :Y b ,
x ta, i ) ti4r4 P.?, ,m c4 4 5,015 S.F. ± co ,�� 1 \ ` 6•'• d GQ�'
0.36 Ar 0.34 AC. ti 15,015 S.F. ± ,- r
`°G7-.EGWQOD R X x 0.34 A f 0.34 AC. f 0.34 AC. o� v 15 015 S.F. ± �n h o A t u ` \ V •. p
O� �, �� 15 014 S.� t 15,949 S.F. �� ti� k/ _ ���''11,111111111•`1�
• i Qi ,• 0.34 AC. f 0 3 AC. 0.36 AC. t w� ) G„'" , x \� • , I
P 1 a EDGEWOOD AVENUE CL C END TAN d i.
I R/ R= 5 5 20 � �. CL , T 2+8 . .0 I �, L2" PVWATER\Q
M & CO SHALL E I / `�' / /j�P
FIRE HYDRANT,� INSTALLED WITHIN 5' 30RTYP. _ "z 20' M 1071 AG, ,� __ • THROUGH LOT 96 _ __ -- -- =�. ti \ \ rn o r�
i i r*1 20 R, YP. 2" G.V.G,v. q FH A C T Q C _ 5 u-nuTY I • I ) : �'� - - \ \ �'
O'_ - i ,- EASEMENT - W Z
CENTERLINE INT. / 1 o x7 ST Y,�AirAir 9 - -91 � - ' '- -1- *\ 1.- I , // 10
/ %.��, . _ - _ _ - - Z w x
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; 1 t'•I 1 25\ / 8 PVC TER GRAVITY SI NITARY SE ` R r o a a �, F.o as 1D, SS- S GRAVITY S -SSA SS ASS o.3% SS SS i ► 1, 2�, �`' i 11\ o "�
CV
' `- `, 36" VALLEY U TAR �48" VALLE e(GUTTER I FE 16.28 ' \ 10. I I �; % e oz I I i 10 Z a
�'�'t FE 18, • ,�! a.55 . SSMH-826 SS : -8‹ \
<- �, 1q� �w ' ` Q 18
@" i \ •O "� �� y�� �_ OSL\ '{ �� _ I� II Cs U $ 1,)
.� 7 o i ti`�' J ,-.F •.V,,,,�' -- - - - e.., i - -• _ ^• _ N� n2� , A^ _- ( �.. •., % / �O� \ 97 (,� N 18 tV
?I O� 11 : •_ �''� `= ... �� i _i_�. r - r 1�'' wy _J�. :��. JIL s s .• �r� _ .a i / ° r� $� J
1 0,;-- - ... .. �:� .. ��. - .1I� :` ri1i7 =. ;W p.aC- i�i' Jl:ss il� �JFI� i✓. .w�- :�. "jr' '.;..:�. . . =7-. ' A; FE 1 7 37 ----� t J^' \ 1 } 1 x lV
G
&b - - - --T- .0 �Gw �i."`,C � - E.�- ' G L-s 4 ..r= -.E�' ��`E.. _L.JF •w.a2.�`. .4.:=:._ - - �V' _ _ i� 1 1 _ o'n
11 �� _ b0 JftR ..± .� _ S - �50,036 S.F. t I i 1 Z m,- in , CLEAN OU r AND FILL - f > ,►�' .. • /-
---ii4,••4'utter,,?giri -= x ' sITE �.44 AC. f dCLEAN OUT ;ANDLI I- / -� �- 18 _' �./ FILL EXISTING QITGH � / 1 : 1 1 I 1 _1- O :0 0:
1i I ^ 1" WAVER SERV. I: 20 MBL ��m ?- � TRIAN
( �Q �? EXISTING DITCH ►- , Tl'P• CONE FILL / i \ rrn.
In 1, Z 18_ �! >•1. �'=St E� SEG. (TYp.) W RIP RAP` i / p to * \ I i 1 / CX
CENTERLII'l�E INT. " s ftry...010--'
\ _ s0' 1\ i 40 LF 2 SCH 40 PVC I ' ` ^99 - .__ r ___ . __ /' / / ` `` x, PROPosED 1 C�I-� 19,425-- F.� - __-_. __') x4, - � EDGEWOOD AVE. 1+92,91 CASING FOR WATER 1 w -18 - .'' • - i=_ 1�,� \`pAr. SPEED HUMP. II 1 / i..,, c
t SERVICE TUBING, TYP. .�
(SEE DETAIL 2-C1.2)
# . C.44 AC. -_ EDGEWOOD CIR. 0+00 w u= �� \ X�` \ 1 J _ N
26 696 S.F. f /, \ {
4-PLACES, C0 /
% i:, 186' 22 1/2% BEN (> , • Q 0.61 ��/� / •�' "� _____ O !♦I♦ \ \ / o
. 11 (TYP.) '' t / o C
I AC. ± �/ '`5 ��,% \ ;;� IL - _..._ -�, �: `QCDS RIDP7' X �- K � yQ ,,, ,� 1
111 E I ..{ I% 1 10 to -v 101Y•► 'in % o x /�" w x STA 8+53.07 30'R `"1 :.. :, PROPosED t
lh PCa0+85.25 0o 7 17 079 Sl. ± IP : ,. ��, \ -, ,. ,
I ' P (/1 O ' a I. / w .(P)-, CORNER FENCING` \
I i:I`' - 4b ! ''�3' (�_ -D '- 0.39 AC. ± :II O ' / <�O t 4• UTILITY SERVICE \ _- �, Z
' , N p CLEARED \ ,; --- �. 2
tI ll, rn 16,650 S.F. �j�J %3• (5 ) ,: PROPOSED \ Cox
..�'� O CONDUITS, EA LOT, TYPOI 2 rn rn
I i (` 0' Q 1 50' X 24' STONE x o •\ i = BUFrr1t FENCING _ \ t i o 0
n' 0.38 AC. ± .�J �r< ' \ o
I CO O /� !�c t `j i �_ \ t m
'� CONSTRUCTION �3`� 5EE SHEET Cl.l FOR EX. DITCH 92 91 sq �,- r, o rn a N
I i 1 O 18 350 S.F. �3 s,�._s��i, p p 6� / y2 c' '' N N
iiiii •• in / y
�- N REGRADE, CLEANOUT, ETC. 1 I \ i
.. ENTRANCE \ I N N v
1 0.4'2 AC. 4.i '.�1 00' Q ITT 102.90' (TOTAL) \1
SITE BENCHMARK i •:.iii, 1 ;T1 a a �/ N 29'S1'12 W
i `:` 10" SPIKE SET IN ' UTIUTY �, , 8, B. 1 a C�) I ' , 5
0 r i F_ASEMENT ,-:-------1.---: w , \p1133" PINE TREE , : J . L, r� Q. •/ J!s'' ,/ / 1�t r ' � ', , r� FRONT SETBACK
yn.l 6 1 /-: : ,N4W/11,IIIrr. .s►i_E_JG�sA .4 - _ - 4A t�j q N \ 1' f ,' a Y \ o
181.21' •0. " x..� 1?iaS�T'^n -fr: (v � CL
- 7.36y, • *� 'r Y. Q 1 n w Cb
a EX. SSMH-��r2 ,� 4 0' ' f r �Z • �' �� ^ \ w
1 .y TOP = 78. I 58.5: (TOTAL.) e \ f 1.,..0- ,m w "� ° cp6� -`- i j _ - - oz�.18 I I•: 3a 71'38" W aqF t:,b, / / r (n f z 2 v
NE INV = 7.18 1�. f 6 i \ /' ' ` / ^15 . W
SW INV - 7. • 1 CENTERLINE ' F 1 (ex. N1 --:_ / Z _ 5,,,, .!f s
s 1N�
oci `�,� � H i I �, STA: 0+00 I1 Lt � I _ __
• EDGEWOOD AVENUE Q _ .. `�I -.�..� � C � �A '.. �- � / ::: {�W�1 S
fx
I C�� soy° fz. Via/ EX. DITCH e L �� :,.....„,____„_....74--/-t:
� :1124
/ //i 1 ; uC�!� GRACELYN PARK I r- 1 1 � wG� _ w s _ - - � /" / I IPISASE 2 �o �`�� P `, SE f 1 _ _ o N Z W
E MS 31 PG 12 � e11 2 �i ` � P �� P �.: � t ` �\ \` � � 11' 10' g 1 a P Z
'� -_ , i ,k .Y' ^_ \� ` i �� *..4-� fit- i %b^ �.p \\\ � / / ! '� O •-
1 Ca H (n 98 7 \\. O, z N M
a ty t a j? \ i ti x• (n 1_ yn V •. b, �,,.-„, \ '"�
rO 4 w
` ( •� j I I (�, / _ / `E x.1 5�} C f ISU Jo`�Z \ I 149, �i0 S.F. f \ 1\ \; \i It /t Drawn: Hgn Design: Hgn
fa
\ 1'74 ^{ ti•� 3 A� L.,,' \ i \ \ \ \ .\ ` Checked: DS Approved: DS
Dote: 1/19/10 Scale: 1"= 50'
1
_ PLAN VIEW WATER METERS (lc CLEAN OUTS SHALL NOT
,.f SCALE: 1" = 50' BE LOCATED WITHIN CONCRETE DRIVEWAYS.
i
O'ENTERLINI; 0 PL (ex. 111H), EL 18. 5
,41
STA: 0+00
20 EDGE 'OO AVENUE 20
:... ..... ..... :......... .: .. .... .....:. .. . . . .. ..._ .. . -CENTERLINE INT.
-
ro
.
: ggg
D ACE 1+92.91.35`0 39 ll CI4 G+nib.... STA 30 R _ 19
-- - CDS RID. PT.
-- : PVI STA 4+87-- 07,
8+53.
18 - •_ = - EXISTING GRADE PVI 27 FE 1 18
EL 16.
Cr)
7 37
+
ET) GRADE
03%PrOPO c-
. _. .. - - - � COVER, TYPs
► o
16 - 36 MIN..
-
„ I
15 ,0... ..-. � PR°POSED 8" wvc GUTTER ;.... 15
- .
`.. . .... .. ... . ... .. ..._. .. ._ WATER AL CURVE NOT REQUIRED
_. _ ... .
�010 Z
VERTIC
(.2 I::()
ICAL CURV NOT RE U RED
1.. .. . . :._. . _.. ....D v -TO SPEED-REJ3CTION- I . . . LF .3p°' \ PQ�14 I .. . . . 1. - .. . . . . _ . _ . NoTE:. . .. .:.. '. . .. ... -:.. .. . . . . .. ._ . . . - : .. .. . ... . _.. .... ... .. 14 .04(-j -� a :::)
160
PROPOSED � RCP a - \ .„ PVC WAT , 4 AND DRAINAGE ISSUES, 0,2
13 ,,1 .. .... ER iesINVT310 • 1 i ///'/ ++
1 2» C `4� W c
8" X 2" REDUCER---1
ER- o
WATER-
12 " = SEWED SERVICE � FEs tNv Tz.70.. ... ... . .. ... .._ .. . ... - 11 (n o
2 ATE VALVE-
G
�.. ' RCP SUPPORT, TYP,
1 t... (S AIL) I .-.
11 i - , cvwER �.0,42%-... ....- ., . : .. .-... - -.2 ..P1/C. WATER .... a)
tl R 4S DIP'SEWER SERVICE cf.)
273tF 0LF4" DIIPE T _1 cg
CENTERED.. DE VFC t L y
1 Q*- SCN 4Q PVC O
1 0 L.
1 SEWER SERVICE .•
_. ._ _ . .. 1 c
42% 4:' DIP SEWERS VICE o
1 99 LF..8E�VER @ O - LDT 97 & `98 (.�
g .1. . ... .. ... .. ... ....... ... .. . .. ... .. ... STA$ 53.07 . - _ - • 9
3
TOP 17.05 z CIIIL:1 "'
!EX. 8" SEWER ..... _. .. . .. .. . .. . . .. . . .. . .. .. .... ... ... ._ . . ..... _- ..._ - - - _... . ... _.- .._ -.. .. OUT 44:'f1 . .. . . .-. .... . ..... ..- .. .. Q
7_8i s.. ... .. , .. ....._... . .. :. 8
sEwER
STA
1.._ ZQ5 L N TOP 16.55� .4. .. ...._ . ..... .. v
J I R. I . ...... .. . .... ...... .. ...__.. ..... _... .... .. .... .._. - ok tV 8 96.. ... .. z
SER
'~
SOH=1
STA O+t•Oa h-EX. MH
STA 1+92,91 0
70P 1$.9^a TOP•17,6i7 ...... ... . ... .. .. .... ... ....... .. ... .., .... .... . .. ..- - - '- 6
IN 8,18 c
6
l�E...7-.18.. OUT'8.08. • -- ------.....---
SW 7.22 : SERV 10,18 •
•
0
5 544 F
(%)
L________
1 , , k` h: � I
I
.0 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
1
Q.5
PROFILE
OWNER/CONTACT INFORMATION:
SCALE: HOR. 1 " = 50' BRITT DEVELOPMENT, LLC
50' 25' 0 50' VER. 1 '1 = 2' C/o Dale Britt 2012 Shepard Street
ki
Pro jec No. -0 GRACELYN Graphic Scale: 1"= 50'-0" I - - L .E id Morehead City, NC 28557
I'�THIS CRANING IS THE PROPERTY OF THE EAST CAROLINA CONSULTING, PILL, ANY USE, REUSE.REPRODUCTION, DISPLAY OR SALE OF THIS DRAININGUHOUT WRITTEN CONSENT OF THE EAST CAROUNA CONSULTING.PLLC IS STRICTLY PROHIBITED. (25Z) 725-5375 2. 1
Sheet 3 of 6

NOTE:
L VARIABLE AS DIRECTED BY ENGINEER
EXPANSION JOINTS REQUIRED EVERY 30' MIN. IN
(8' W/ WIRE FENCING, 6' W/O FENCE) `,,*,,'1j/f111j` //
VARIES ,�.�P...............
36" WIDTH ® EDGEWOOD CIRCLE �P
v a
48" WIDTH ON EDGEWOOD LANE (ADJ. LOT 100)+ �p --I M FF
ate:+;'`O _ .W ear
$ �� EDGEWOOD CIR - 1" :S ;:• 6
o.
P
EDGEWOOD LN. @ FLUME = 34++++tttitt+ /I//P i '
,
4, _ I
Q a a °� 2,7)
U /l/111N :0;
STEEL POST 24a. . , o .
3000 PSI CONCRETE w .c z N
Z � �' a;
_ x
NOTES: 4'-0" J °' °w
�11 VALLEY GUTTER DETAIL L
WIRE FABRIC o
1. USE STANDARD STRENGTH IF
�, o �?
FABRIC W/ 8' POST SPACING AND UV RESISTANT F, 3.1 N.T.S 6" 6" Z v
) WIRE FENCING WHERE REINFORCED GEOTEXTILE FABRIC �4Q \ O o u �'
SILT FENCE IS REQUIRED. I �`' - 1/2" R. V �°o� N
24" I : F`
2. WITH EXTRA STRENGTH FABRIC 'I I — o-
USE 6' POST SPACING AND NO TAMPED BACKFILL - 2-0" 3" R.
WIRE FENCING. I' .-'©._. g m 0,71
�
II II GROUND LINE 1/2"R. I C./ O o
1. 3. WIRE FENCING TO BE 32", WITH i -� �/ / /
/ / /./ 4'r 3000 PSI CONCRETE Q 4. Q
6 LINE WIRES AND STAY WIRES ON N /. -+\zN\ \f\ -\4\\,N\ A
12" CENTERS/ BOTTOM AND TOP �\ ;� `O 'n V
v+
WIRES 10 GA., INTERMEDIATE WIRES I BURY FABRIC 12" DEEP W/ 12" TURNOUT ,�\ /\//,\ /� \�/\�i\
COMPACTED SUBGRADE 2
v
J
c
(71-- SILT FENCE DETA' ! 2 ROLL— TYPE CURB DETAIL 3� CONCRETE FLUME DETAIL co
C3.1 N.T.s ,3.1 N.T.S C3.1 N.T.S N
CONE C❑NC, AT TOP - / Z
94 I 4xD (OR 10' MIN.) o
SEDIMENT TRAP 1
�_ _ 5' WIDTH X 20' LENGTH X 2' DEPTH I s
\, 2 W
i
U
WRAP RIP-RAP BEHIND 10� GW co
F"ES OUTLET POINT ::`, EI
C W CC
) 6" DIA, PIPE,i 1 B NOTES: _9 o 6
3'-O' FILL WITH CONC. s < z
A ' r' A 1. ROCK CHECK DAM SHALL BE CONSTRUCTED FLOW C.FINISHED GRADE OF CLASS B RIP-RAP WITH 12" THICK NO. 57
FLOW4. C. " N
�` ' r �� FACE AM I
, 7 -r -:::---1 Iti =� i s ,•,� ,�� � y STONE F C ON UPSTREAM SIDE.
\<\ /��/ I �1 µ � } i c 'r K\ \ \. \ � �" S � Drawn: Hgn Design: Hgn
1 �:�I 2. H=VARIES ACCORDING TO LOCAL CONDITIONS.
%\ , ! -=�li .'r :llii s11 ��+ INSTALL AS DIRECTED BY ENGINEER. Approved: DS
i--_ - jam{-_ - �i1 _ ,-- / t FINISHED GRADE '' .�;�jr " •• ' •, ::: , :;
10 Scale: N.t.S
BACKFILL L 11I 1 1 G- LI --:`{.� I I----. \ _1 11--111 I I ! • I I I-1 1 I—I !
L /\ 1 I `I I - 11#1 / -111-111 ° I I-11 I=1 I �_ .. :_ :� :.: -_
/ �lil —eft ! ti,! �1 f
/ I II ; I_l, '11- ,ii / �i l #-1 d 111=11 I= B -1 PLAN VIEW
• N.C.D.O.T. (150 STONE SIZE OF 8"
" / %—t!ill , - I 1=1I lI A --! 11- SPILLWAY SHALL BE 6" MIN. BELOW MAXIMUM SIZE OF 12"
/ I1!II Ili -r_---iII!Is ---y! :t '" ,,r,. i __ I
/� • - - _ • _ . \ 3'-0' ;111 4 !11-- LEVEL_ OF LOWEST BANK � �\
�\ CC�Y1(DUI TS I `. /�- 12' DIA, x 3'-61' %//�
SELECT / T)rP. A. 2" MIN. SPILLWAY-W MIN. 2 -0
BACKFILL �\ ' : - \ C❑NC. FOOTING �/ 2/3 STREAM WIDTH , MIN' FLOW ' RIP RAP 3'EACH SIDE SLOPE P
EMBEDMENT s\ , //
/ FES
.`bar' / \i ` V STONE
/ \/ Y /"/\ / /2 //
1: 1 b7-&a. -,„, - ----;;:fii..:.7 (.--L ?,,d 5.%.- -----7---,--------,_\T--Lv\\,
I —4" PVC CONDUIT TYP. - ELECTRIC • //.�' �;CLASS BRIP-RAP y
T .\ .�\\�\,,,N:C\.C\.C� ,C�//A ,,,/i//A//,/�,/i,/i\ . \\,\\i —CABLE `` (2)
COMMUNICATION (PVC)(PV ) A-A B-B SECTION
WATER SERVICE (DIP)
SEWER SERVICE (DIP) cn Cf")
� v
AI UTILITY CONDUIT DETAIL �6 BOLLARD DETAIL ROCK SILT CHECK DAM W/SCOUR HOLE 8 RIP RAP APRON DETAIL W =
C3.1, N.T.S (LOT 97 & 98) �3.1 N.T.S C3.1 N. C3.1 N.T.S
o � o
o
v
z f:::) s
C.) rn o
Z �
RECEIVED o •\ z
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fig0-s segll t
LI
N''.......„...,.......„,,N.,....................: rIP
.I4,40*.‘ LL1
I040♦....r•0*.►�► MIy WIDTH VARIES \ z o
••••,•• • 60'-50' (varies)
16004000000.101.0,.�� 0 5' FREEBOARD <
101.0)....•1 ••, FINISH GRADE VARIES _ _ 28' BC/BC _ VARIES a_ °'
44: ♦0•�1000••‘ I I f WATER LEVEL 111�! z
01,46 ��• ��� —I ! I _ IIII C.
1 ,( 5++.7 PE 2" S-9.5B SURFACE _z 481 w
`t 041*** � �,' 11.--1 i l___it) 2.5' TYP. , S10E SLO COURSE
1"/FT. CUT OR FILL a
0040, •,,,., I1I�1I 5• BACK-SLOPE 7 << 144%4
• k ***ser� i 1/4" PER FT. 1/4" PER FT. (0
6 MIN, , „•,,••10:,�0, SEASONAL HIGH WATER TABLE 1.0' - 2' BOTTOM _ � _ '' — -�— J44 °
STONEii WASHED �'�:��.��V�,�..i0 '' ri 1111=f f I=T=fii f,I tl If=!I Imo}I{- I I a i-
D'
"«P NOTES: PROPOSED ROLL—TYPE J CI���I I I f�I}=1�Lit�)I I i 1�I�I I� W (..)
if. 1i T1IC 1-M=1 I 11ICI1- z
��� 1. SEE SEEDING SCHEDULE, SHEET C 1.1 CURB & GUTTER '-! -i i I- {,!111 13 1 ... w
2. MIN. LENGTH OF SWALE SHALLE 100' AND MAINTAIN I 36' WIDE X 4" DEPTH U
I` A 1' MIN. SEPARATION FROM THE SEASONAL HIGH L 8" CABC SUB-BASE CABC CURB SUB-BASE
wi WATER TABLE.
COMPACTED SUBGRADE
1:14
(44.5
o CO' STRUCTIOI� ENTRANCE DETAIL iio SWALE DETAIL �12\ TYPICAL STREET SECTION
,, C3.1 N.T.s 3.1 N.T.S \\ 3.1 N.T.S
a
Project No. 4-09 GRACELYN
!",..THIS DRAWING IS THE PROPERTY OF THE EAST CAROUNA CONSULTING, PLLC. ANY USE, REUSE, REPRODUCTION.DISPLAY OR SALE OF 1NIS DRAWING WITHOUT WRITTEN CONSENT OF THE EvST CAROCN A CONSULTING,PLLC IS STRICTLY PROHIBITED. 1
Sheet 4 of 6 C3. 1

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0
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l-.� 2�P,'°C1$ •Q CV �u I E
C'irti, L1J ch I
V °'a00zi-,_
J ( E N6
'� a. ,-
CLEANOUT TO BE SET I~R/W GROUT AS REQUIRED BENCH-SLOPE y c
1'-3' ABOVE FIN. GRADES FLUSH TYPE FINISHED GRADE OR FLOW UP FROM CHANNEL CHANNEL 1/2 PE FT. _lir Z W w N\\ cI.EANovT CAP SUBGRADE IF UNDER
(6 >,
TO BE INSTALLED �� -------
PAVEMENT OR WALK / / I_� t) i� Iii
i
\ \ /
liss/oilit v) _ay a
a �� \. GRADE RING AS Z
10 • \ SLOPE SIDES AS REQUIRED 4• THICK MAX. �' O o o `M
O \/ // NECESSARY FOR MANHOLE STEPS ''' U c 0 Y`'
I z (2) PER MANHOLE. - ' o �,
x R 1- k CONSTRUCTION 16 O.C. Q -� • 4)"'
COMBINATION WYE �� o rn O ' / t
�� Z Ti U a}
AND 1/8 SEND L� O a \ v
I
I
FLEXIBLE RUBBER SLEEVE s��� O S
a M LSTEPS LD.m Q S � a UNDISTURBED SOIL 0,.... ' 1111 V •
STUB OUT 1' PAST a
, .
22-1/rBEND SOLVENT
is0001 SCH. 40 PVC DWV SEWER
SCR 80 PVC
SERVICE PIPE AT 17. MIN.
tl ADAPTOR COUPI�NG X GRADE.(ASTM D-2885, D-1785) //, ,J FLEXIBLE RUBBER SLEEVE PLAN W
/\\ FLOW CHANNEL BENCH BOOT W/ SST STRAP J
At
Z 0017/.• 4r--:•N % X ' ' z -._is ii�_PIPE GRADE CONCRETE FILL �MIlli m =
�0� . o 022-1/x MAIN TYPE coxNEcrlvN coMMENTs ^ o �� < \7 1 t"' FLOW .,,I"- o
' fp PVC SDR 95 GASRETED IN ACCORDANCE WITH THE MANUFACTURERS V©�• / o• WYE RECOMMENDATIONS. MINIMUM 4" OF #57 /•'�� "4 TAQ !. CHANNEL a
♦ I STONE REQUIRED UNDER ALL PIPING. \ \ Q 6" �„�'�\ .,'I" c�v
• ���' I I �� F^- Gi v, MIN. —�_.
A. ,- ,,,• /\\\\\)/\\\\\2 \\\A l COMPACTED CRUSHED
• E i �#57 STONE TO BE INSTALLED
UNDER SERVICE PIPE
ri SEE CHART -
STONE TO BE THOROUGHLY //� �/\ '/�\ r/` //' /A �/ STONE, 8" DEPTH (TYP) ;, . DUAL SST CLAMP, TYP. MAINS ONLY.
COMPACTED UNDER AND AROUND PIPE .'?<b
O.D. OF v vv , , -, v g •
PVC SANITARY SEWER SERVICE DETAIL FOR AREA rim CURB AND GUTTER _ 6n PIPE 6 MINIMUM SIDE
FOR MAINS WITH A MAXIMUM DEPTH OF 12' CLEARANCE SECTION \ /\/ COMPACIU) SUBGRADEId
0
re
0 a-
-2 J
CO .7t-
1 SEWER SERVICE DETAIL 2 SEWER TRENCH DETAIL 3 VANHOLE DETAIL o Lal
1.0
�C3.2 N.T.S C3.2� N.T.S (SDR 35 PVC) - I
F C3.2 N.T.s
mW
I,
6
Drown: Hgn Design: Hgn
Checked: DS Approved: DS
Dote: 1/19/10 Scale: N.T.S
_411=
117
, 4116-
11
141 I:Il1t
�� o
STORM SE4 R fi' ABOVE SEWER - STORM SEWER _
OR TO BOTTOM OF
STORM SEER, WHICH-
HALF OF TI-IE i EVER IS LESS Cr)
nv THE STORM I I I III -- _11.= o
(BUT NO .\ 1 — i 12' OR LESS >r
LESS THAN 12") • -�;I CONCRETE FOOTING II" , a I I: .-
DIP SANITARY (� CONC. BLOCK 1 1•.•,_ ••..`...• i-
• �� W/ CONC.)
II: -s.... ��
SEINER I�)ai •
.i.f ••••• If
Q
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BEDDINGr A. A ICICOI O •`�•`R,;;r :::;:�;:;;.;;„Y.;: •,•• � !: BEDDING Ifteirai
.• , + •..g •4a •at. •to • SEE SIDE SECTION •"...•••F....••....•�.•:.•
tR'• ill ►* :L. =1[ t l�t:tU L'=':I1=11=ilL;1L=11 11: U
DIP SANITARY SEWER 10,4j "'
MIN. 4p�, � L.
MIN. FROM EDGE OF PIPE `�
SIDE VIEW ' 2G?010 —' Z
F'-
NOTE. w � .N WHEN A SANITARY SEWER MUST BE NSTAIJED UNDER A STORM SEWER 1
TICANNOT0 n
AND 1 " OF VERTICAL SEPARATION BE OBTAINED, SUPPORTS 2
SHALL BE PROVIDE) FOR THE STOW SE ER. w o
L!I row v
5
' 4~` STORM SEWER — SANITARY SEWER CROSSING ..[C rwg Cf) co
.,„,__._3.y N.T.S < 0
,,,,,3 al 6444 ..;
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44
(1%)
24
C•5
OWNER/CONTACT INFORMATION:
BRITT DEVELOPMENT, LLC
C/o Dale Britt
2012 Shepard Street
..THIS DRAWING IS THE PROPERTY-0EQEAST cRACELYN Morehead City, NC 28557 C3. 2
ro`ec� o. 4-0.� G OF
AROLINA CONSULTING, PLLC, ANY USE, REUSE, REPRODUCTION, DISPLAY OR SALE OF THIS '2'`'.vN> w7THOUT WRITTEN CONSENT OF THE EAST CAROUNA CONSULTING, PLLC IS STRICTLY PROHIBITED. (252) 725-5375 Sheet 5 of 6

i
R,
NOTES:
• Q TO BE PLUMB. IF ADJUSTMENT IS �`\\���1111!!d t �{, I M
• NECESSARY AFTER PRESSURE TEST, `•®`�A • o 4' w
Pk• o
RETESTING MAYBE REQUIRED 4.'"0.* ..,' ,
• VALVE BOX SHALL NOT BE INSTALLED
STREET RIGHT-OF-WAY - 2'-0" DIA. CONIC. - • O � >"
PROVIDE PIPE W/ IN SLOPED SECTION OR AS NOTED ON PLANS COLLAR NOTES: '"4` Lx E
1-90' BEND Y,. u) cE
+de
• INLET SHOE SHALL HAVE A SIX INCH HYDRANTS SHALL BE AMERICAN " \% \ / / 1. DIMENSION D SHALL BE LARGE
1 •°ER 10 BLOW-OFFS) 2-0 DIA. CONIC. /\/ � � \/\\ ENOUGH TO MAKE ANGLE "A" :J' r° v
ADJUSTABLE CAST ( INSIDE DIAMETER AND SHALL BE DUCTILE FIRE HYDRANT, PUMPER NOZZLE DARLING B-84-B OR MUELIER / K�\ .-„e,,, �� y.,
IRON VALVE' BOX W/ I f a IRON WITH MECHANICAL JOINT FITTINGS TO BE PERPENDICULAR A-423 W/ 5 1/4" MAIN VALVE, COLLAR \\ `*'\ > j+\�� EQUAL TO OR GREATER THAN 45', i/' •d„ • ,
REMOVABLE COVER 2'-0` SQ CONIC PAD I', l: `�' PER AWWA STANDARD C110. TO STREET. (2) 2 1/2" NOZZLES AND (1) � �� � \\�`.\/ 2. CONCRETE SHALL NOT INTERFERE r��I/�N
LA ELO "WATER' • �\/ \/i WITH MECH. JOINT FITTINGS. ill t I I I I °'
4 1/2" N0771 F W/CAPS ALL HAVING o
(rya} I >s I • MIN. OF 2'-6" FROM TOP OF SLOPE NATIONAL STANDARD THREADS.imi 0 . °.d:. -
( . � o`- ADJUSTABLE
AB U
TO FIRE HYDRANT OR EXTENDED rn a 00� rn
\ / RIGHT-OF-WAY. WHICHEVER IS GREATER. VALVE 80X W c co o
//// \ \\ �j / 1 i �1 .. . - REMOVABLE z CONC BLOCKING SIZE c E `�'Co 1
/ \/ \/ • 18" MIN, 2» COVER LABELED �- . c '� a24' MAX, Iihrif "WATER' (TYP) 4 PIPE rn o
2' FEMALE ADAPTER II o w
\l 5•/ \ • V W/PLUG, NOT GLUED �/ i i I /--GROUND LINE .1 SIZE W D 0 c c z N
\/� \! `/%+ \\� !\��/\��' V 6" : .='i, D r w�� �;'\�/� ji
1_I\II
LEss r-o" w� GATE4c\\//\\�/ N T " " W J E �' a�
,,� �- /\\ (SQ U ) 6 0. 2 a.
\ ? TAMPED CAST IRON o- 8" 1'-6" N ow 0 0 0
2' GATE BACKFILL CRUSHED STONE VALVE BOX 1 L)oo PROVIDE ROCK SPILL 12` 2'-3" O a'� o In d r
VALVE ' iil ? I \� ARROUND WEEP HOLES Id 0 r N
WATER VAIN! (SO. NUT) '�T- 14 CONC BLOCKING LOCKED HYDRANT TEE -� Z?z --• \ C) N r,
g a 1` _:✓/ (3Q00 PS! MIN) poi (.. a -1 . x(\I
1 1: 2 0 PIPE ' \ t Milli SLOPE SLOPE TOP OF CONIC Z o-
- m o
CA .
" 6' PIPE Veil/ TO PROVIDE DRAINAGE PLAN VIEW 14A• i /FROM HYDRANT DRAIN o 0
Is y' 72„/ ii
/ CC aNi
/�� TAPPEDECH aPLUG • Q _ / / CONC \ / (�
CONIC THRUST •\' r ' // / SUPPORTL� ' / /� / "Q •
COLLAR /� -UNDISTURBED EARTH 6" GATE UNFORMED CONC • \\r\\ \\ \• (SEE NOTE 2) W
CONC VALVE VALVE THRUST BLOCK, \/\/, / 'c
SUPPORT PROVIDE 8 SQ FT Q
OF BEARING AREA Lao-
10
0
J
(iBLOW
OFF DETAIL {� FIRE -, YDRANT DETAIL 2 GATE VALVE DETAIL
J'.3/ N.T.S ,3 /\ C3• N.T,S C3.3/ N.T.S °°
a
o
6" MIN. -�� i L
2
CLASS B- • `t. 1/2 L 1/2 L CLASS B
CONCRETE / '. UNDISTURBED CONCRETE
III6
EARTH UNDISTURBED
\ c,
//\/ UNDISTURBED EARTH
7 a \ EARTH o
\lilt: \\ TRENCH WIDTH / \A.:!..
' /THE CONTRACTOR SHALL NOTIFY ENGINEER FOR INSPECTION ._.0r.
.,.::: \ i A \ TRENCH WIDTH /
4.. PLASTIC METER BOX m
OF ALL SUCH CROSSINGS PRIOR TO BACKFIWNG. FAILUREal. ,*` CLASS B o
TO DO SO WILL RESULT IN CONTRACTOR HAVING TO UNCOVER , ~ 45 o CONCRETE 1 CLASS B FINISHED GRACE \ W/FLIP-UP UDTii
WAI aKUNE FOR CROSSING INSPECTION. 24 HOUR ADVANCE '":•4 6 1 D CONCRETE o
NOTICEISREQUIRED FOR ALL INSPECTIONS. `�S o
T ommuliRm
r`i ftwitio
ONE JOINT of C.I.P. ONE JOINT OF D.I.P. / r. r 1 /\�/ , %i /�
UNDISTURBED x , / \IV x ��\\ Jr)\ f; cr q // z '\ / METER \ Drawn: Hgn Design: Hgn
M,J. 45' BEND (D.LP.) / \i EARTH o�. �+ \ m // ;:. ''. / a \ a
\� ,': \ Checked: DS Approved: DS
1 �� SERVICE TUBING, I I Date: 1/19/10 Scale: N.T.S
SECTION LENGTH AS READ. TOWN UPON PYMT. OF
METER SUPPLIED BY
rz: STORM DRAIN PLAN - BENDS SECTION KF�P LINE SLACK
BUTTRESS 0• S PLAN — BUTTRESS DONS ( ) FEES BRICK SUPPORTS
r 22 1 2 BENDS 45 BENDS 90 BENDS
C LP -D.LP• SIZE / B. D. L H C D '„` EACH END OF BOX
L H LH::
"4" 1'-10", 1'-6 8 1'-6" 1'-4' z z r
12" 2'-r 2'-0" N
ti, I " " " CORPORATION STOP
•' 'I ,,'•n M.J. 45' BEND !C.LF'.1 SERVICE SADDLE W/
12' 1'-4" 1-4 fl 1 -10 � 1-10 2'-B' ? 2'-3 o NOTES:
V. ,
B. D. = BRANCH DIAMETER
LI CONCRETE BLOCKING CONCRETE BLOCKING NOTES: " 1. DIMENSION 'C' SHOULD BE LARGEENOUGH TO MAKE ANGLE "A'
MINIMUM 20 LE (10 EACH SIDE) 1. DIMENSION A SHOULD BE AS LARGE AS POSSIBLE WITHOUT OF DUCTILE IRON PIPE UNDER INTERFERRING WITH THE MECH. JOINT BOLTS.
EQUAL TO OR GREATER THAN 45 .
NOTE: RCP CULVERT clzosslNc, ALL
PLACE CONC. BLOCKING SUCH THAT IT WILL MECHANICAL JOINTS TO BE RESTRAINED 2. THE SHAPE OF THE BACK OF THE BUTTRESS MAY VARY AS LONG 2. DIMENSION 'D" SHOULD BE AS LARGE AS POSSIBLE WITHOUT
NOT INTERFERE WITH REMOVAL OF BOLTS. AS THE CONCRETE IS AGAINST FIRM, UNDISTURBED EARTH. lNTFRFFRRING WITH THE MECHANICAL JOINTS.
3, BUTTRESS DIMENSIONS ARE BASED UPON A SOIL RESISTANCE 3. BUTTRESS DIMENSIONS ARE BASED UPON A SOIL RESISTANCE O
OF TWO TONS PER SQ. FT. AND A WATER PRESSURE OF 150 P.S.I.
OF TWO TONS PER SQ. FT. AND A WATER PRESSURE OF 150 P.S.I.
CI) a
( 4STORM DRAIN - WATER MAIN CROSSHG 5-'\ T- RUST BLOCKING DETAIL
C-' SERVICE DETAIL
C, N.T.s 3._y N 3 N.T.S C:i o
(J) OZ) O
z
W
rr .' \ 0
(" ci) 1 .1 ,c
FINISHED SURGRADE I 'Y'A W
(....„\\:.,14.., IIISIL V , ,;,,,,,, 0
/\� , SLOPE SIDES AS ®JO
I /�' •�/� NECESSARY FOR
rilTi4
�t i CONSIRUC110N Z o)
4_
_.,4 /\ D ...,
E. QI.4 .7
Lt Qi ,0
m;`i.$' iC-2 rz c/) .6,,,3 &111 w
Q
/�\//\\//\\/ \//\\//�� l UNDISTURBED SOILi1/4 z
1 I O,D. OF
12' PIPE 12" MAXIMUM SIDE •4 CLEARANCE 0
41
0
44 3
ff o
(NJ
l WATER MAIN TRENCH DETAIL
3.} N.T.S
C.5
OWNER/CONTACT INFORMATION:
BRITT DEVELOPMENT, LLC
C/o Dale Britt
2012 Shepard Street
Project No. 4-09 GRACELYN Morehead City, NC 28557
LTHIS DRAWING IS 1HE PROPERTY OF THE EAST CAROLINA CONSULTING, PLLC, ANY USE, REUSE, REPRODUCTION,DISPLAY OR SALE OF TF''= ='d`4G WITHOUT WRITTI:': C+}+'KNIT OF THE EAST CAROLJNA CONSULTING,PLLC IS STRICTLY PROHIBITED. (252) 725-5375
Sheet6of6 3. 3