SW8070551_Approved Plans_20160229

REVISIONS
DRAINAGE PIPE CHART
OUTLET am G. 2007 per Land Quality
AREA 410 DIAMETER GRADE LENGTH VELOCITY
® LegendJanieJanie4 2aa7 Add .Idt.e.e
PIPE (acres) (cfs) (inches) (%) (lf) (fps) \ Jane a
\ ne 2007 Mows Wabrnmina
"A" 1.11 3.18 15" 0.65 31 \ N.
\ \ TEMPORARYE11I GRAVEL CONSTRUCTION T/EXT RI Anse21, 2007 Add turn lane
"B" 1.35 3.87 15" 0.82 22 6.0
' SODDING O set_ 21. 2007 tai-'do--sac radii
"C" 2.33 6.68 15" 6.10 20 \
\ \
\ \ ''I'L CHING O Ott. 29. 2007 sMlt SidonWe
D 2.78 7.97 15" 4.95 22 14.0
"E" 44.1 57.5 54" 1.00 60 13.0
\ \ RIPRAP-UED CHANNEL al•"al Now. 8. 2007 ail-de-ow
right-of-war nail oar Tom
1
"F" .440 2. 15" 2.00 20 \ ` CHANNEL �'�
"G" .4 4 4.13 15" 4.00 18 12.0 \ \ Fels. 9, 2011e Add Sewer par awnr
"H" 1.11 3.18 15" 0.65 20
\ \ LEVEL SPREADER Feb. 14 2001s Add lob per owner
"I" 1.41 4.04 15" 0.55 22 4.6
,*. t,1 \ OUTLET STABUZATKUN STRUCTURE
.J. 0.55 1.58 12" 4.70 14 11.2 linMarch, 7. 2006 Web"
Watennaln
// \ INLET DROP ET PROTECTION (IMP) Q 0.20013 2OO�AddDWG Skormwater
ed ARV
If Area <IC Ac If Area > 10 AcApri\ \ FABRIC DROP WET PROTECTION (TEMP) ApA 22. 2006 RevNed Wetlands
\ \
tc=5 min. where DA=A/640 LF = Linear Feet Way t. 2008 Rsvieed Manande
=CAA Q=281 x DAso3 RCP = Reinforced Concrete Pipe Jens 7. 2006 Revised Seder
Awe 2i 200E Add g Fi air 1f�6
i10=7.17 in/hr. FPS = Feet per Second \ BLo do GRAVEL INLET PROTEC710N (TEMP) ®\ TEMPORARY SEDIMENT TRAP AQ rlsriand Cronies R..te.
WISP if3
C=0.4020011 Shit Sidewalk at
NOTE: \ 1 1 SILT FENCE sf-
Sept_ 23. 2005 Add retaining wall
\ 1.1 Noe Remove Re otre tMlo .
" ROCK DAM Q Add a� Realze Plps E;Ran.ovs
1. Contractor shall use NCDOT approved RCP or HOPE (2 wall) for all pipes \ \ Q1 'q RR f3
p 0 �1 aim DAM �- Sept 21. 2009 Rewlea Erosion Central
underneath private roadways. Asageat\ \ 21. 2tn5 BMW
2. \ $I 1 PREFORMED SCOUR HOLE n
Contractor may use NCDOT approved RCP in all other areas including driveway pipes_
\ \ PROPOSED FHSIH GRADE •
\ I I
PROPo9ED TOP OF CURB GRADE ,cam
, Q
\ \ N/E DB. 1A1Q-* qcA-Fd,l9 I 1 PIPE LABEL "A" 0. o
NA John Chaney DB. 411,
J
Pg. 4J34 Zoned R-8w1 Corr' '"`� R-8M Ci N o
RIPRAP SCOUR PAD SCHEDULE \ \ Tax Parcel ID 1314-' , `�� \ t 1314-25 ��,,_ 1 W R _ o
Sized usingNYDOT Dissipator Charts. ro to
�* `�N � S(, 4Fi11C2 brl� E.. rnv 2s.aa �� I = coCA
Z 'i W
p ^ �, v� rl / n'
�.\ �`� ' c .I�Ex Inv-23.09 a d U M
O. .la �� N/E DB 1419, Pg 16 v Ex Inv-2a-49 L N
VELOCITY LENGTH WIDTH TYPE .. to . o X 1
RRSP #� (fps) ZONE (feet) (feet) STONE \ . .4- / RA CounChariest ty Tea Parcel
ID I Pee
1 6.0 2 8 5 Cl"B" N / • ,• „ 8 1314-291 x Inv-26.09 3 p� VUi NJ O t Ce Qi U
2 14.0 2 8 5 CL"B" Pg Joshua Burgess9R.41 34, 1\ \ `� - _�5 1 �.� .-.'r�, �/ f Ex 15' RCP o >< Inv-2so9 .� - aitil o
n n Zoned R-8M Count Tax
\ I 1.�:�� '' 'tr ® ® !'1 ;a,
I Z 2 w3 13.0 3 8 12 CL 1 Parcel ID 1314-36 ' g7) \ i `�' � HOLE / / ® 1x M�-2s.1< u W z a
4 12.0 2 8 5 CL B
to oo vi
" " `� h \' \� r! Et. Inv-26.4 410 I ,� Y
p� cW O Z
�:' .a \ ) .F �, 'y ell ® i Ex. 15" RCP < Inv-26.s5 (4 E 33 ci O U
5 4.6 2 8 5 CL"B^ \ l' `� ilk
y ® f \4'" ., E.t_ Inv-26.49 -- 1 I .1/ > !✓ 1 J
\L i \' '�� ! i 1 �!1 SDElliALK x yam, 03 O S
\ S . ' ii i R O L U M CC
�� / / _J tt
Q \ i 7.00 .....i6W o.
'1_r 23.58 x Inv-26.39 V C O L�
\ O i1W fY
/ �_ Q- •T►r ""' CONCRETE SDE�IIIX I Q r'
\ Flood X4\1111111N �- ��\• • ` f.:� ,� u :4. f +• ;: Ex. Inv-26.K> CO
-11
%./
0.---.^"'"""-4611611° -----1616iliallillijillalail"-----"""*".""*14':. re, , .....1 _
\IIt 31
r . ,
y ► ' _� liNy
, ii, 1 .7., ,..,...._ _ ,.., 7 _ ___..••.. ......m.•oo ......•.,v..i ,,. ...H.. 14 li ilk..., 0 1
t '.-- ---- _-- I 0 a.
tifi 7 / 01 --1°. /i3O%°
I 7-------------- 4.11.V --- ...i .00/40e° Fl
, #./
W \ I \ 6 19.31 O , Ix,
�� a-v-.37.^ a COP4CRElE S KII IILK 11
N .lames 0 Hidden DB_ / 1 f ap�26.96 O ie, a
774, Pg. 723 Zoned RA • ® ] IY * 23.96 c.
County lax Parcel ID Flood Zone IP' c '• _/ / O =�gt 5 II NCSR 1550-JUMPING RUN ROAD
1314-37 • I
iodflood zid x �/ \ / 'i1 ,` / •1 �� •• $ 4 •
• • // , r as Fire ►t, (PUBLIC - 60' R/W0
r , PROP- V
{ / ®�� ® \l�. 4` iplifirAE NE 9" e!!►: I 1 OONQiF7E Euhst ly✓ a
\ ' y ' swim( Water n
�/" 1 2 �: VoAve u�
\ Flood Draws AE ) P _____-7 . - ,..p.../ 0I>f11E (BY ogles , / ` ` _ eA `v,F / N S AUC YV } 3� : ;:..Z"`"
®/ L"� �_/ r S t2 i // \ N/F MB 44. Pg 145 DB. I I� F '• -P• ��4 ®/ / f \ 2047, Pg 500 Zoned RA ',I �y' �•,/ ` � / �� O County Diana P. Rlelson I 3 u tlnv-25.12 ': cn Q
/ ( i ' `�" �'� �•�i •j ", ;► r.r-aso / I = ® Coats Tax Parcel ID o .L� w `
TT
�/ i ,ts;4 (:T•t*a. 4.-_"*.....:, ,,,,, ells 1314-28 6 -Ex t5' RCP = . U[
�f ,/ - a.,.-- , I ,I E. Inv-- 4 3 ,.�
,; . ,,,,,,,,Er
- aJ....w..m.. ,�e► `i = ..�� .rr/' q� �!• 1 . _ Inv-26. c �`fv
7'
um
t:.• t AA. ..'. IL22 ---"44-Ti`lifr.,- ___---- 1"..41111141114 ---"'"' ---•=-.•.- 1!""
/g
x�� / ,,x, i :v ;� '.�.1!'1� r 1 rt Y i ' Ex Inv 26. 2 'p' i ��ItrrrlI11/`
,(0'
Guarvirair _ 4.:-. FT. 1 \ 11;)
\ k. at wstUand ansahg) / ' 1
�, - - , _ VI fit? r N
/I/ 1 n
slptilr�wc i,„:9 0 lillgre / ' 0u0
IT I
1,"... "*".-......, 147.'11 r ' •••arlilrl " I tie 7r7
0
a op
4 / AS-341: i
\ ® 7lilli r `„ - / ,--- 1 N/F MB. 413, Pg. 134 DB.Sirb InIM 2047, Pg 507 James AllenI
ems ` �,AI Tap-t2z1 xR• u5 ��� Philips Zoned RA County Tax� lr.aeTap"t2rt ` 'ai 4C1/' b►v-9 e ' /y 1 `" Parcel ID 1314-28 Z
1L.7 4,4:N.,,....:"•441116t114, lip
/ Ws
a -1 0
CL
® +( . 1, 7'
� erw9.46 G,3 `„(1"/ ^ �� ® \\ °°dsi uae2°'"a :/' "t*- ^
�_� O
.ii
1 +' y ��• \ Rasa ZoneNI:, I Q 3 J
M /
4 i a M a .
05.
PE BFE 9' J
draTt T `': \
', \
argil
t O
® \ Flood Zone $t r.• . 0 0 ....
® Boundary tie. ;/ \),c / -- - t-- v
' \ /_ �_ Ob
C�r�t� Flood Zone XAPPROVFD 2 p co
0
LiJ
Q. w
w � : �ti ,;;ad u'" CAROLINA ENVIRONMENTAL w i Q m
a. \ , „ N GE 'T COMMISSION Q0 W m
N \
' 4' ,,, GENERAL NOTES: H�DIN G SETHACK� y � y
cV \ tvi i V4 *,� 13
1. Owner Developer,,A-..* .p..„ , .,
Front .. 25' �"'
,- ; �I* Side ... 8' _ 0 03 .0
d a 1 McNeil & Associates, Inc. Rear 15' C a:1
V' ,,;* kr r4 ,I� NA MB- 44, Pg. 134 DB. Side Street ... 25' w
0 <
'' �� I � 2047. P¢ 500 Zoned RA 601 Pelletier Loop Rd. , I( .(A-)91_,�-5 I\C\�ED r'
N ,, ` . . / County Diana P. N son Swansboro, NC 28584 ��� Z
Nelson
.l C�1
It) - � a:. Coats Tax Parcel ID Tel. [phone] LEGEND: BY: Q N� ,'� '� 1314-28.4- 111
3 `? 2. All Sect. 404 Wetlands and other EIS ... Existing Iron Slake 0
IN3
areas of environmental concern are SIS ... Set Iron Stoke
a .,,, .,;/' shown
U '� ,',
l:
o - 3. Community Onslow County 370340 REFFRE NCE:_ � DEVELOPER: il
Panel 15344 J DB. 2743, Pg. 804 McNeil do Associates, Inc.
m60 November 3, 2005 DB. 2454, Pg. 611 601 Pelletier Loop Rd.
3 DB. 2047, Pg. 507 Swonsboro, NC 28584
v / ' 4. Total Acreage ... 33.06 Acres MB. 4-4, Pg. 134 Tel. [phone]
CO / 5. Total Number of Lots ... 54 MB_ 48, Pg. 134
0 / Onslow County Registry
Z SPECIAL NOTE REGARDING %J TLAND CROSSINGS:
NECESSARY PERMITTING FOR WETLAND CROSSINGS IS n n
- / - IN PROCESS. CONSTRUCTION WITHIN ANY WETLAND 11 DesognAREA DISTURBANCE OF THE WETLANDS) SHALL NOT 40
BEGIN UNTIL ALL REQUIRED WETLAND PERMITS) HAVE SCALE: 1• =
BEEN OBTAINED. NOT FO RELEASED R T 100'
t
cp
(Ns GRAPHIC SCALE DATE: 5/16/2007
en
a) BOUNDARY/TOPO SURVEY AND BASEMAP PROVIDED BY: too o so '°° 200 ,00 PROJECT: 07-014
CHARLES A. RAWLS Sc ASSOCIATES
DRAWN BY: JC/bKN
a !6ne _iii
1117 n. -..ok Besets Road. P.O. Bou use. sw11L3130E0, N.C. 85666 ( IN FEET )
CD1 inch = 100 ft. wr
o SHEET 3/12
IIMOMIIIIMINE d

t,,:,i
k,
N
�r 1T STUCT ,. 1,111 _ T S s
N
I R -A\ ',\ \\\
',I, d S
for
5X• ejt/15 w 62.-eek /1-eltre.,d)., „..._ APPROVED ,
(NORTH CAROLINA ENVIRONMENTAL r
MANAGEMENT CO«iMISSION
DIVISION OF WATER OIiALIT�!'
s H 1 LT� �1 HpG �S \ \ N s II) �� �I �( , �I �� \, It, IIC A '� "(:,4c ` T , INA
Storm water perm
_,
1'
S 11 E° C 1011 W c
7ligi' k E s t ( u S
9 L C
v4^,
--_)
II .l tellX ,, 5 I� I(
5
® ® i.�l J
S ‘ \ A\ N s
1
Ii SI .... \ ® C . 2 (I II ( '4 7
Rx
-t
Project Contacts : .� �,
o (40 cc
Hubert Blvd.) F t a3 o CA
W c
Water Distribution: SR ��44 \ 3 ® \ 0
ONWASA 'ita �' ,
../ Q)
228 Georgetown Rd. V
PO Box 1415 a p NC ,
H IA/
2 11
Jacksonville, NC 28540 .�
(910) 455-0722
SHEET INDEX .
N rn a .
0 t COVER SHEET COVER ,
v To SW SHEET 1 OF 12 PRELIMINARY GENERAL PLAN
SPECIAL NOTE: Pir°tes r v, SHEET 2 OF 12 EROSION & SEDIMENTATION
Contractor shall contact the North Carolina One Call Cove CONTROL PLAN
priorDrive
e
Center at 1-800-832-4949 at least 48 hours to
excavating in order to locate all existing utilities. Qj
The locations of existing utilities shown on these �J
drawings are considered approximateSHEET 3 OF 12 GRADING DRAINAGE Sc STORMWATER
g and are based
upon record drawings obtained from various sources. PLAN
Furthermore, other utilities (telephone, TV, electric,
etc) may exist in the project area and these locations
SHEET 4 OF 12 WATER & SEWER PLAN t
are not indicated on these drawings. The
responsibility to accurately locate and protect all
existing utilities rest solely with the Contractor. SHEET 5 OF 12 PLAN & PROFILE4
;
SHEET 6 OF 12 PLAN & PROFILE
�o�es Road .
SHEET 7 OF 12 PLAN & PROFILE
SHEET 8 OF 12 PLAN & PROFILE 0
DESIGNED BY: SHEET 9 OF 12 GENERAL DETAILS
S Qt,eens SHEET 10 OF 12 WATER & SEWER DETAILS
CRYSTAL COAST ENGINEERING ,, PA so CI-
eek
SHEET 11 OF 12 TURN LANE PLAN �
3817 - 3 FREEDOM WAY �'�' SHEET 12 OF 12 PUMP STATION DETAILS
HUBERT, NC 28539
TEL: ( 910 ) 325- 0006
and:
CHARLES A . RAWLS & ASSOCIATES VICINITY MAP
1117 Hammock Beach Road, P . O . BOX 1126 ,
SWANSBORO , N. C. 28584
( 910 ) 326 - 1408
\, j 4 y 2 0 0 ra? ,
,., ._ ,,,, ,,,....- ., ..,
,.7.:,,
I ,..„
t ..1 Ir�
( Revised February, 2008 ) ��kkk()(
COVER SHEET & LOCATION MAP

REVISIONS . ',
DRAINAGE PIPE CHART
OUTLET Legend
\ June 8, 2007 Add sidewalks
AREA Q10 DIAMETER GRADE LENGTH VELOCITY
\ \ June 8, 2007 Novi Watefrnaine w.;a4,,
\ \ © June 21, 2007 Add tum
PIPE (acres) (cfs) (inches) (%) (lf) (fps) \ \ TEMPORARY GRAVEL CONSTRUCTION ENT/EXT ;..,
\ \ SODDING S Oct. 25, 2007 Cul-de-wc radii
"A" .11 3.18 15" 0. 65 31 \ \
"B" 1.35 3.87 15" 0.82 22 6.0
MULCHING Q act. za, 2007 Shift Sidewalks
"C" 2.33 6.68 15" 6.10 20
\ \
\ \ RIPRAP-LINED CHANNEL ��� Nov. 8, 2007 cul-de-we a
rlaht-of-war radii per Town
" D" 2.78 7.97 15" 4 . 95 22 14.0 \ \ .a
SOD-LINED CHANNEL
"E" 44 .1 57.5 48" 1 .00 60 13.0
\ _ Fey g, �008 A� Sewer aer owner ,y_i
"F" 0.70 2.01 15" 2.00 20
\ LEVEL SPREADER Feb. 10, 2008 Add lots per owner , :;
1 .44 11 4 .13 15" 0.65
.65 18 12.0 OUTLET STABILIZATION STRUCTURE ® `$
"H" 1.11 3.18 0 4 15" 0.65 20 > \ March. 7, 2008 Upelze Watermain 1.
"I" 1.41 4.04 15" 0.55 22 4. 6 1.
xB1I, PGt, \ �
EXCAVATED DROP INLET PROTECTION (TEMP) [�
April 7, 2008 per DWQ Sto►mwote►
If Area <10 Ac If Area > 10 Ac
Q=CiA Q=281 x DA593 RCP = Reinforced Concrete Pipe \\ \\ FABRIC DROP INLET PROTECTION (TEMP)
tc=5 min. where DA=A/640 LF = Linear Feet
\ 1 BLOCK At GRAVEL INLET PROTECTION (TEMP) la
i10=7.17 in/hr. FPS = Feet per Second \ 1 TEMPORARY SEDIMENT TRAP
C=0.40
\ 1 1 SILT FENCE of
dy
;1 1�
A ROCK DAM t,
NOTE: \ \ \ oTAOl` Il CHECK DAM -►-►-
1. Contractor shall use NCDOT approved RCP or HDPE (2 wall) for all pipes m
underneath private roadways. \ \ �\ \�° PREFORMED SCOUR HOLE (�
2. Contractor may use NCDOT approved RCP in all other areas including driveway pipes.
\ PROPOSED FINISH GRADE i�7
\ \ PROPOSED TOP OF CURB GRADE Q
PIPE LABEL to 1f !A O
\ N/F OB. 894, Pg. 152 Zoned A L o
N/F John Chaney DB. 411, \ R-8M County Tax Parcel ID ZI ` ep a , ms
RIP RAP SCOUR PAD SCHEDULE \ \ P 484 Zoned R-8M County
9 1314-29 Carobell Childress I
Tax Parcel ID 1314-28.2 \ Home, Inc.
to
%'I,a '� ^J� Ex. Inv-2_'.17 a �]! •� t1.J
Sized using NYDOT Dissipator Charts. Y'�A :_t ,:.• �C t p1 �j p '
It .,./__ �� �_ A• a E Ex. Inv-23.09 C W •
N / � 4: ,'�• N/F DB. 1419, Pg. 16 O O., Z ,
VELOCITY LENGTH WIDTH TYPE ,, ' ' s / ��\ E Ex. Inv_24 a9
0 \� � 1 j Charles H. Jackson Zoned I C 1= X
RRSP # (fps) ZONE (feet) (feet) STONE ` \ ,�) J A -�`� �' � RA County Tax Parcel ID a Wet. Pipe •- co W Q1.
1 6.0 2 8 5 Cl"B" - :, .�- \ . 1314-29.1 Ex. Inv 26.09 I O O CO
N/F Joshua Burgess MB. 34, ! \. :� / G;., `' / --Ex Inv-25.o9 3 =
2 14 .0 2 8 5 CL"B" i r+�• �'' �� Ex. 15" RCP _
Pg. 34 DB. 1584, Pg. 41 J` ) N. / i I � I, •. y, � ® s.�so�� H r �, j�., Z
3 13.0 3 32 12 CL"I" Zoned R-8M Count Tax i l � _\ \ V I I t4i, ' / \ r Ex. Inv-26.1a I III w Hsu
Y i' $C 11otf y 1 v ao - .1Jc Z t
4 12.0 2 8 5 CL"Br, Parcel ID 1314-36 A � ryh�� i ��, ` / I l l i��'. � � I `l u m I C Q ca
,....--- :� / - - - / ( .ter � l Ex Inv 2�.45 �..J Y
5 4. 6 2 8 5 CL,rBrr \ .•' . I" i,�� f '�'\i x. 15" RCP I I 3
. :, ----Ts..___ V e 4 ., .Ex. Inv i6.4ynsmn
0 in
L.
\V. �, , ��f /�/� ) i Inv 23.7sl SIDEWALK"• pz. ��' C�3 •5 o IW NI` - \ \ li ' ) / j, �/, �\ 7�4 i �� a �Ex. Inv-26.39 C
\ 1 A\ \ V l / I 1 + } :.,� )• �.=�� --- -��O v.t .00 l'!• Inv.23.38 V 10'X70' IGHT W U k :
I ` \ \\\ \ n�i - /i - /tr7� �� L ' �� ; 4' CONCRETE WALK TRIANGLE ,1 D �Ex. Inv-26.46 (y M Qv1
\ � ' � \ 40k , 1777.�-� ?' �`�` ,/ ere _ F •
o � 1 C h
��/� � �2 X ' �I \ivy -__ 2 G4tb Inlet• .%�� .4.11' '� Q 1�' I ltl
/ I ` ;i '3 IT -22.31 �'!eA 7 / / i / / i t , _ 2a Inv�18.09 ��,- 1Ari: ."! ��0 O
Fe + _;r // _ i �` f' �i' �.�A �� Tope 1 6 1A'X70 HC c.,
N F James 0. Nickles DB. i _1�i��/ / 4 �Ii ;,g �' � wA� ' I I , V A Inv- 1 I1�: nrS ST.R 4' CONCRETE SIDEWALK 10X70' v - -
/ A /PP
Inv23.96 TRMNG�E
County Tax Parcel ID Flood zone ,/ y � � �-������� - i' IIj �� 3�5 H �� NCSR 1550-J 1�MPING RUN ROAD
1314-37 /' V ��r'°gsi'cv"`� � / % .,�-"I/S4a2 s11•dn'a3^W E (PUBLIC -
x Shadede x y��� , �� �- �d -- �4�` b Fi�e�yd �� ( UBL 60' R/W) ':
�ti (�P[� ti;� � r :� ��: / * PROP. 4'/ a
\‘:
FIKII s\iitier,_--,-_,:lexer:7_8Frgri-_--_-4:01,--.:>;77:..t.„..:xoetyn /' . _ >/11�• �, CONCRETE Exist.
\ ' ♦ / ` - r 0 X70' ® --- t O SIDEWALK Water ,
�ry \ \ y` i "` :411116-4ZI
i / / - S.T. 2 valve�% i A A � t // m �/ i �� 4' CONC. V �� NI �� ,, �aFlood Zone AE 1 1 - i 0 _ �, � \ T SIDEWALK r ( 8+ xI ��� Top.12.2 \ i �' • .�' �� i Inv.5.t2 ' . 4 :�'�4.., / \ N/F MB, 44, Pg, 145 Df , I _ v ti�,,. -•' : . _� ��, �, � �. /' /, / for 7D � `� 2047, Pg. 500 Zoned Rr, i I _ ti t� ��. 1� ; v..yam e ��;... l i / �/ 2 1stCounty Diana P. Nelson. (� --Ex. Inv-25.12 _ '7 �,7 , ,4. _ •�..�� • �� �y���,� //' / // / I Coats Tax Parcel 1D c ^w ♦ :��� 1 C'3 (,: _��i, ti n•.�/.i ��'711 ri � Y � / // / / ,' / % 28.6SEx. 13" RCP :A
r�j `� / 1314- r,� � /� :�:C�� ��� l �� �( �� f �/ /- ° Ex. Inv 24.63 :�\ \
-�. �,�� •' eta'• ,..,,,� I ( ,�I �/ ,♦ i Ex. Inv-26.54� !;^� ; '•.,�',`' , r /��� ` . • •; • x7p' aP-1 :�l�"14• a��i� °� © U Ex. 18' RCP I k
I I ,ry�.Aio, �,i nv-4.72 ��.-"w\ � ����1��' �a�� G ,• 578.03 51 '40'24"W Ex.lInv-26.72 Ir i,i v
\ , �,__// \' �� �'- A \� . �'O<',a IifOf1W911, �s �Inv..0.00 � i - � �i: ) \ 11-1'':-;--'-------------'111:----.)-
� � � - �► . o�E "� � ��\ 1 �� � �� �1�� ,l/ �; / �� TO'X7QV S.T. �.� � / l � EWN�X � �� 11 1 � � J� � � �- 1� -- I: I
r. t 7
lk .")%t! ,
i i; 1\
1 ,: /, 4 (( \ \ f,
y � % �/ N 4 ��` j��I i :---
� - jam,.,_� 1 _- -- `
\ \ \ ^ // / i' i I �',n: `� \\ [ I I \ _ 1 �, - / i lI( I N/F MB. 48, Pg. 134 DB.
f
\ �\ ; M i \ �.. °a \ \ k' Call1 f �,��� t 'i�! ( I I'\ - N 2047, Pg. 507 James Allen
\ A A/ / �� % Inlet " vim,V 1�• �" I `r
N \ - / 0 _.: .� II 1 ae Philli s Zoned RA Count Tax 441)P
�N� l .ids Top-12.71 V, �51DEWALK % ���� �I 1 kIP -- P Y I CY,
44‘
• . �- \ Curb Inlet - '/ i Inv.9.58 ' '',, 1 I I If I I _ `'' Parcel ID 1314-28 Z
• Top-12.71 ° / ifo , ' / \ I��I� I .��_ -- �� Q
1
�! V� �� S‘ Z
\ 1 �� �. PREFORMED x f I s /• '' ��•X4tl A �� ai �;� �..��_
--1::-
''V 1 ( SCOUR HOLES of w d'
e.
_ _ _ ,, , •
�+ Inv-9.46 - , ,I I 1 I \ \ -- ,'�' / r1 4. O r _ // oo �/ 0
0
-� :=1:0 I � ff a �111\ V 1• A �. _?(tea ��% � v
\ q a r6.• \ h Flo ! �'� y. IA
_ o
1110*
e 'fir.' S12'03 -'W
`3!
,� A 1 iiii-
// Flood ZoneZ
/0 Cl. 0 ,
i�i a ,} A ndaK LMe L�
(/� a- i y Q! sand Une W =
CD
m \\ k,
�! '' e‘ GENERAL NOTES: BUILDING SETBACKS o 0
Lt�i � '
nj \ "� 1. Owner Developer: Side t... 8 5 m �'
Shadowcreek Estates, LLC Rear 15' to
O N/F MB, 44, Pg. 134 DB, P.O. Box 4505 Side Street „" 25' Z Q '(
O \ / 2047, P 500 Zoned RA Z '
�s 9 Emerald Isle, NC 28584
`yo County Diana P. NelsonN411 N
-� Esc. Coats Tax Parcel ID
N \ 7 1314-28.4 LEGEND: OC
T
pt ,/ 2. All Sect. 404 Wetlands and other EIS ... Existing Iron Stake 0 let1 ,
areas of environmental concern are SIS ... Set Iron Stake
kili, 4
shown
77
v e•�� '� OWNER & DEVELOPER:
REFERENCE:
O 3. Community Onslow County 370340p
Q Panel # 5344 J DB. 2743, Pg. 804 Shadowcreek Estates, LLC
l November 3, 2005 DB. 2454, Pg. 611 P.O. Box 4505
10 / 4. Total Acreage ... 33.06 Acres DB. 2047, Pg. 507 Emerald Isle, NC 28584
/
MB. 44, Pg. 134 Tel. (252) 422-9100
CO 5. Total Number of Lots ... 54 MB. 48, Pg. 134
® Onslow County Registry '
(
QZ / 0 0
[1
S
l:
NOT RELEASED FOR CONSTRUCTION SCALE: 1" = 100'
o DATE: 5/16/2007 ',
CD
SPECIAL NOTE REGARDING WETLANDS CROSSING: GRAPHIC SCALE
NECESSARY ARMY CORPS OF ENGINEERS PERMITTING FOR
WETLANDS CROSSING IS IN PROCESS. CONSTRUCTION IN BOUNDARY/TOPO SURVEY AND BASEMAP PROVIDED BY: loo 0 50 100 zoo 400 PROJECT: 07--014,
0.2
THE AREA OF WETLANDS CROSSING (DISTURBANCE OFTHE
tj` WETLANDS) SHALL NOT BEGIN UNTIL ALL REQUIRED CHARLES A. RAWLS & ASSOCIATES
PERMIT(S) FOR THE CROSSING HAVE BEEN OBTAINED. DRAWN BY: JC/DKN
1117 Hammock Beach Road, P.O. BOX 1128, SWANSBORO, N.C. 28584 ( IN FEET )
4 1
1 inch = 100 ft.
SHEET 3/"12

C/L
cc cc
REVISIONS
r 60' ULTRAVIOLET RESISTANT (BLACK) MIRIFl Y �" MORTAR JOINTS I/2" TO 1/8' THICK.
RIGHT OF WAY FABRIC OR EQUIVALENT SECURED TO WIRE :� : + "� USE CLASS 'B" CONCRETE THROUGHOUT. June 11, 2007 Swale Detail
12 GAUGE 4"X4' OR 2"X4" WELDED WIRE HOOKED ONTO WITH METAL CUPS OR WiRE AT 8" OFF 4;;;,: ' -'1' " ::�. USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. June 15, 2007 Revise
4' SIDEWALK TYP. 1' CENTER. st/2 MESH HARDWARE CLOTH ,,' . DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY.
y f 24' BACK TO BACK _ 1' PREFORMED CHANNELS ON METAL POSTS. PROVIDE AU. CATCH BASINS OVER 3'-6' IN DEPTH WITH STEPS Q
BOTH SIDES 20' ASPHALT Street Crossing Detail
r R=1/2" + X I 1 L X 12" ON CENTER. USE STEPS WHICH COMPLY WITH STD•
DRAWING 840.86. June 18, 2007 Entrance Detail
d"/FOOT }"/F007 }°/FT ,- '~ ------c. ,, `::;•� ., l I 1 I - USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE
MAXIMUM SEDIMENT STORAGE LEVEL ----. - - REQUIREMENTS OF SECT. 840 OF THE STD. SPECIFICATIONS. June 22, 2007 Flume Detail
- `\ 3 1 MAX REMOVE SEDIMENT WHEN THIS LEVEL IS - IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB aF BOX,
I R- »d . 3 11/16" m /� REACHED OR AS DIRECTED BY INSPECTOR. ADD TO SLAB AS SHOWN ON STD. NO. 640.00 March 28, 2007 Add
22' GUTTER TO GUTTER7.- Preformed Scour Hole Detail
24" CURB (Sc GUTTER o • e • �' /� • / - t__ - FaR e'-0' IN HEIGHT OR LESS, USE 6" WALL OVER 8'-0' IN
TYP. BOTH SIDES '' -$=1/r .--, • = _
HEIGHT, USE 12' WALL TO 8'-0' FROM Tat aF WALL AND aT
(SEE DETAIL) i.5" RS 9.SB 3000 PSI CONC. 6 ,� •
� ' 8'Xt8' WALL FOR THE REMAINING 6'-0'. QUANTITIES TO BE ADJUSTED
// • . ( 8 DA`�S• • rOe .� ':•' 00000000000
00NCRETE BLOCK I 1 I I J 1 , 1 I ACCOROINCLY.
o o o 0 0 o O O DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT
CONSTRUCT WITH PIPE CROWNS MATCHING.
L 00000000000 / Y , TRAFFIC.
SUPERPAVE NOTES: :6 A.B.0 CHAMFER ALL EXPOSED CORNERS
ONLY SUPERPAVE ASPHALT MIXES ARE ACCEPTABLE. CONTRACTOR SHALL FURNISH NCDOT 6 OWNER WITH • -••••••'- 24" � PLAN VIEW M DRAWING NOT TO SCALE.
APPROVED MIX DESIGNS FROM ASPHALT SUPPLIER. CONTRACTOR'S SUPPLIER SHALL EMPLOY A CERTIFIED COMP ACTED uBi / • `-•" WITH COPING REMOVED
ASPHALT PLANT TECHNICIAN TO PERFORM QUALITY CONTROL OPERATIONS AND ACTIVITIES AS REQUIRED - IUBiGRADiE- / . '_
BY NCDOT QUALITY CONTROL PROGRAM. -- / / • CATCH
24" Curb & Gutter � ■ BASIN BRICK COPING ELEVATION
THE CONTRACTOR SHALL PROVIDE A CERTIFIED QMS ROADWAY TECHNICIAN AT ALL TIMES DURING A A TOP ELEVATION
PLACEMENT OF ASPHALT. TECHNICIAN SHALL PERFORM ALL TESTING AND DOCUMENTATION AS REQUIRED • �/ `; I STD. a40.16
BY NCDOTS QUALITY CONTROL PROGRAM 3'0" '------ .+ J FRAME AND GRATE
NO SCALE / /
_ , \ /
Street Cross Section - _ • •• Wk1 WASHED STONE ''
- % - it '
PLAN . 1- _ ..�..
N O SCALE - hHARDWARE CLOTH ..f-E-1 1". •INN
gm ISM am
- NATURAL GRADE e6 WASHED F . _ _ 0 min
s�
lll1=i III[I�(1011)�1WI p=lllll�iilil=lilllr lltll= DO C� 0 .:....
II IIII[ III iIII IIiI -IIIII, 1.1. 0 Mi. ,
STONE----:--',.. . .... , n uu j,. 110111
■.
=IIIII=_ CARRY APPROXIMATELY 12' OF FABRIC INTO
V,,az,,_.
� lI - �-- _ -TRENCH, COVER WITH SOIL AND TAMP BACKFlLL ■ �� �� C� D C .; -_' ■■
/0 ..---. --
�I1 =I�I�=Iii�I=III�I=�II��-I�Iii �III CARRY 6" OF WIRE INTO TRENCH. TTT1 �� 1• r ,� �, it �f 1fT-_
fight-of-Way - - - - dill►�IIIII=1 -- 11T_ �TT CATCH BASIN TTT =ITT=5fT'
=ack Of Curb 8' LENGTH 4' SIDEWALK 6' 2' MINIMUM ' -
aCe of Curb B iII-_ DEPTH VARIES
...."-R
��• STEEL POSTS AT 8' OFT CENTER MAXIMUM. ! 10
MAX PIPE THIS SIDE - 18" i
` Edge of Pavement �' f �`�� C� SECTION X-X SECTION Y-Y
� . T�,.
AI g .• - II SECTION A-A
Q ��� ,��,
R w : i- II
piENtIDNS AND WARMS MR DROP INLET p(aAB[D ON YIN woHT NN�� II
\, �� 4' Conc. Sidewalk A"r 8 'k' � `�� +� A or+asans or sox a�[ i COI YARDS QJ.0 rARa3 0Ca)C110Ns 101 Q CD
Gri • rim e wan MUM WIC ne,oR, CONCRETE .TICK MASONRY ONE PILE a N Ca CD CD 3<r:
,,/ ' ------- '1' 6 **0 x ',Am" do al,' Silt Fence Detail Block & Gravel Inlet Protection °° wOTNT. m�NOOK 0 •\ NM t D A B H rraRR C S R.0 O M l
\ NO SCALE BLAB FaoT Nr. MIL
it' S-0" Y-o" Y-0" 0.268 0.313 0.522 0.020 0,032 C 1
6"R �6 Na 5 CL"B" STONE NO SCALE te; o.26e o.313 0.60o a031 0.047 CD p1 N CO N
1e / / -e a268 0.313 0.678 0.044 0.113 •
M
24- 3'-a' 0.268 0.313 0.835 0.078 0.113 C LL .
O8' O.C.
Iii
3d 3'-0• Y-0" Y-e• 1 0.268 0.313 _ 0.991 0.122 0.170 il •-fi)-- .. CA b
co 0 O �`.
I )......-./16,,,,,,17,-. _, ,
TH - ..9' I ENC 4' SIDEWALK6' Drop Inlet DetoCONC. CURB I I 6N0. 5 I en w Q/ 3,000 PSI � C m LI-
<1' A \ 0% do GUTTER o e" o.c.5" 4' TYP. OR/� NO SCALE O Ln D
l coNc. •� fJ = tr- As sHowN
\ ' ASPH gp a6" IoN SITE PLAN 6"
v �" u9gggflNll���99 ! 5.23" r 1 See Scheduleil "411111111Ktil I u9_ 0 y
y I,
NFL
�• 87i SLOPE 2.57C xerE -J-�Y. �„ 3000 PSI :••\ iill V
G �� 1/2 D C .0 I
CL"B" STONE (n C ._ O
SECTION A-A SECTION B-B ...•
` RIP RAP ' 1/3 D INSTALL GEOTEXTiLE O W N
_ �See Schedule (TYPE PER FILTER FABRIC UNDER
• _ PLAN) SECTION VIEW RIP RAP 0 'j 0 M
Typical Cul-de-Sac Flume Detail - C ``
0 I. D = INSIDE DIAMETER OR WIDTH I
N
F CULVERT n.) fT] re)
I w
NO SCALE NO SCALE PLAN VIEW 2.OMINIMUM STONE THICKNESS TO BE EROSION AND SEDIMENTATION n '� "' o
TWO TIMES SPECIFIED STONE DIAMETER. ] _
PERMANENT SOIL REINFORCING
CONTROL NOTES. u
Rip Rap Scour Pad
MATTING (US FABRIC TRMI2 OR
EQUAL) 1. Sediment control devices and structures shall be installed,
NO SCALE maintained and amended as needed to provide effective
control of accelerated sedimentation until the contributing
EXTRA ROUGH 41101 •
1 At4LWAP•ri%QO41:0,Ot4Piti
watersheds ore stabilized.
BROOM FINISH VERIFY W/ ���►����►+►��ri►�;'i►��'i►��� 2. construction SeauenCe:
�►.e410.:!40541.►.i'M►i'„i�� A. NotifyEngineer, Owner and Land QualitySection prior
CIVIL DWG;. �► �! g
♦♦%j� A ��H OUTLET i►�e�44' A to beginning construction.
• 1i'1i B. Install stabilized construction entrance.
'' ♦♦��/ • �►'��'►'►�1 C. Silt fence shall be installed where shown and on all V ,• ` IIIII, i
♦�/ SWALE CENTERLINE ►1��ir1�'� down slopes of areas to be disturbed. Silt fence Q, •• ..
♦♦� ��1�1�►.�1� shall be maintained until the area is stabilized competely. .•
♦♦/ 1�i►1�i► INSTALL LEVEL AND FLUSH
SUPPLEMENTAL SILT FENCE SUPPLEMENTAL SILT FENCE D. Install Sediment Traps where indicated. Divert all surface } P
♦� i i BANK ►A►�'A► & TEMPORARY SEEDING d ^ ' 1>'.
I ♦ ,.4 ,►.�►. WITH SURROUNDING GROUND At TEMPORARY SEEDING drainage to Traps, r- co, tom, a y
.j �Q. `'.�r`t'1 NITHIN 50' EACH WAY. WITHIN 50' EACH WAY. E. Complete rough grading activities. Construct and stabilize (blanket) vegetated ¢ "• `; Z = --'
♦♦♦ Q SQUARE PREFORMED .Asp►���i.�►.0, -.�'�►�Q'i►A swales. Maintain erosion control devices as necessary. y " C: �C
, % 1r �� 1r ��►�' �'► F. Gradingactivities fills in the vicinity50 each way) of drainwa1. <`
♦♦ V SCOUR HOLE (PSH) .OW"kW 4t4►. 1► 1►'/►�
�► 1► 1► 1 N► 1r �►
♦♦♦ #.� RIP RAP IN BASIN ►4 ��►►r`4►1 0 % 1►W CLEARING LIMIT �n crossing shall be completed In accordance with Special Detail y Drainwa ` �b Q
♦ NOT SHOWN FOR ii 1ii 1�i �i►�►1►r1r1�'A►�1 + CLEARING UNIT '•
♦♦ ` .4*40,W> 10 0,4041iO4 -'�-sf y 4' sf• t`' �I- ,I� Crossing. P P y �ti d ? \ ��•
*c9�/ ♦♦♦ ,f�, CLARITY) DIMENSIONS 4• y 4 sp , ,E" sf sf G. Complete fine grading activities. Install road base course. , - �`'`
♦♦� ,o SEED AND MULCH PER Boy TEMP. DIV DITCH ��..,. v, W r, TEMP. p H. Stabilize (seed and mulch) those arena not to be paved '��,,,,,,, `'' "
4#0 ♦♦ / ea SEEDING AT 0=1' W * * v W W w W W W and/or built upon. Provide Temporary Seeding if not in recommended seeding
INSTA♦// PLAN VIEW W-4' �• 40 ° �. 4. '�4° W . W W dates for Permanent Seeding.
CA ♦/ `q d-3" ss� Its I. Maintain erosion control measures as needed to assure
`_, ♦ Q"
'l full functtonablility. , Im
PROP. SIDEWA W w 4. W 40 4. ' * '4' 4, W 4IROp• SIDEWALKJ. Upon etablizing site with permanent groundcover, remove sad- �-
��/ c DITCH OUTLET PERMANENT SOIL REINFORCING PROP. EOP PROP. EOP K. Seed,ment traps fertilize,d re-construct swales per and mulch all disturbed areasewthinll if 15 cessary.
MATTING (US FABRIC TRM12 ORdays
0 '
CI!" MATTING
.�� EQUAL) of completing any phase of the grading work.
L. Permanent groundcover for all disturbed areas within 15
0(12'MIN) NATURAL C/L C/L working days or no more than 21 calendar days following
• GROUND
completion of any phase of grading. t 3
Handicap Ramp Detail 3. Seeding Specifications
12" CIc/ PROP. EOP PROP. EOP Install necessary mechanical erosion and sedimentation control practices
CLASSilk
'B" STONE LINER B - before seeding, and complete grading according to the approved plan.
NO SCALE 6" THICK VATH FILTER FABRIC PROP. SIDEWALK W W W 4 40 4 4, W W W W PROP. SIDEWALK Lime and fertilizer needs should be determined by soil test. Contact
W W 4. 4, W 9E s. W W ' W 4, • NCOA for additional information regarding testing. When soil test are _
SECTION A-A available, follow rates suggested on individual specification sheet for W W * ykep W W � 4 4 W W seeding mix chosen. Apply lime and fertilizer and work into 4-6 inches ofSi; 1
W 4. -TAP 4. ,, 4. gEo 4, 4• 4, • soil by disking or other suitable means. Operate machinery on the contour. I
Preformed coS u r Hole W �- When using hydroseeder, apply lime and fertilizer to a rough, loose surface.1�MP' olv�olT• 1� �s,,��s aiv Complete seedbed preparation by breaking up large clods and raking intoNO SCALE -sf-- . r•sf-�•--.i-y • a smooth uniform surface. Broadcast seed into freshly loosened seedbed U
COMPACTED SOIL 2'MINIMUM CLEARING OMIT"-' "�'"` M - CLEARING UNIT that has not been sealed by rainfall. Seed mixture shall be distributed 3 J
\ uniformly and covered with a clean straw mulch. All mulch shall be crimped or O
asphalt tacked to help hold in pace. Material and application rates ore as follows.
MINIMIZE DISTURBANCE el I a I J Z 6
.: ;,,.::. ,. .�;;; 1'8" FLOW N
r I AREA Of CROSSING NOTES:
"�' �;�>,;,.;-, i•,'::•,',I'.;;'•,;.;•.:,'•;`;,, ,,, , ,� „•,,. •� MINIMUM (TYP. EACH SIDE) 1 1. CLEAR AREA OF CROSSING. MINIMIZE DISTURBANCE TO DRAINWAY OR CHANNEL TEMPORARY SEEDING
.. ‹+.......•.� 2. INSTALL SILT FENCE ALONG EDGE OF CLEARING. Seedin Mixture: Winter
u 3. INSTALL SEDIMENT TRAPS AND TEMPORARY DIVERSION DITCHES AS SHOWN.
g Winter/Early Spring Summer Fall W ++
'••-•--ar- 4. INSTALL CROSS CULVERT. Species Rate(Ib/sec) Rate(Ib/sec) Rate (Jb/sec) 0 Z O
EXISTING ROAD 5. CONDUCT ROUGH GRADING ACTiVITES (INSTALL FlUS), Rye (grain) 120 -0- 120 I`- W
6'TYPICAL 6. WITHIN 48 HOURS OF COMPLETING ROUGH GRADING, PROVIDE TEMPORARY SEEDING Annual Lespedeza (Kobe) 50 -0- -0- 0 C" 0
(INCLUDING AMENDMENTS AI MULCHING) IN AREA Of CROSSING (MIN 50' EACH SIDE OF J LI-I
CROSSING). German millet -0- 40 -0- _
�;!�� �1,•. 7. COMPLETE REMAINDER OF CONSTRUCTION IN ACCORDANCE WITH GENERAL SEQUENCE. Q .� QCt d)
".
PERMANENT SEEDING IY U
w W
Temp . Diversion Ditch ••
� Seeding Mixture: Z O a
Special Detail - Dra � nway Crossings Species Rate(lb/ac) o
NO SCALE R/W _ R/W Pensacola Bahiagrass 50 0o
"CI
• NO SCALE Common Bermudagrass 10a ,.
0
CI
German millet 10
L
,�, 50' MIN. Seeding Notes: Z (r)
(r),,,,,, LENGTH 1. Where neat a earance is desired, omit sericea. QWIDTH=DEPTH x B : . PP. 2. Use a common Bermudagrass only on isolated sites
ESTABLISH GROUND- CONSTRUCTION �! where it cannot become a pest. Bermudagrass may 1
COVER PER SEEDING Val::
•*
ENTRANCE •�•`••.• FOR SET 6' be replaced with 5 lb/acre centipedegrass.
••'•j•� FOR SETTLEMENT Seeding Dates:
SPECIFICATIONS PROFILE ��"�••�"• 21` :1IIh
4'MINEXIST GRADE ' + ` : • April 1 - July 15
DEPTH PER (SEE NOTE) , l 4' MIN. I .•!-i�.•;.:' • I� Soil Amendments:
SITE PLAN 3- PLAN VIEW �' O' r. . r ,••�• . •2:1 SfOE ' •''
LINE CENTER OF SWALE W/EROSION • -,• ,.•."• ,v� /� Apply lime and fertilizer according to a soils test, or apply z
CONTROL BLANKET(CURLEX 1 BY .•, • .•• - .•• • • SLOPE ryAk.' ,
: .•!�•• ., •� ' •,.�. ' • 3,000 lb/acre ground agricultural limestone and 500 lb/acre 10-
AMERICAN EXCELSIOR OR EQUAL). ; ' ' "•� •' •�• i!',•��' 10-10 fertilizer
�netnictlm Specifications '. 'FILTER '• •,:•�' •, :�', •• '••' • ;,� rf
INSTALL CL"B"STONE LINING WHERE ,•�,•, ,j ' • :1:1 SIDE •'
3:1 SWALE ".'. FABRIC„. • . ,.•. .
SPECIFICALLY REQ'D BY DRAINAGE , ,.•••r SLOPE MAX., i Mulch:
1. Stone size - Use MSHA size No. 2 (2-1/2" to 1') or AASHTO , •..': ' '
PLAN. designation M43, size No. 2 ( 2-1/2" to 1-1/2"). use �� Apply 4,000 lb/acre grain straw or equivalent cover of another
crushed stone. 2' MIN suitable mulch. Anchor by tacking with asphalt, roving, netting, "
2. Length - As effective, but not less than 50 feet. or by crimping with a mulch anchoring tool.
3. Thickness - Not less than six (6) Inches. ,,;,' if
WIDTH=DEPTH x 10 4. Width - Not less than full width of all points of EARTH EMBANKMENT At STONE OUTLET SECTION Maintenance:
Maint
1 Ingress or agree. Minimum of 12'.
ESTABLISH GROUND- 5. Washing - When necessary, wheels shall be cleaned to Refertilize the following April with 50 lb/acre nitrogen. Repeat
remove sediment prior to entrance onto public right-of- 5' MIN. as growth requires. Mow as often as needed.
COVER PER SEEDING way. When washing is required, It shall be dons on an WIDTH do LAN TH �7_MIN. r ` ,,
SPECIFICATIONS area stabilized with crushed stone which drains into an PER PLAN C + of
approved sediment trap or sediment baeln. All sediment I r 4. Contractor Is responsible for maintaining all erosion control
4'MIN INLET I
shall b• prevented from entering «,y sto►m d.oln, ditch, __on- FLOOD POOL •••.;•'•, , measures and for amending measures as required to prevent
wWWyr' \ EXIST GRADE or watercourse through use of sandbags, grovel, boards •''•• •'.••! .
d es,'l •, • ,.•, accelerated erosion from taking place on this site. SCALE: AS SHOWN
DEPTH PER or other approved methods. - DEPTH GRAVEL •'•,.•.•• •,;•.•• ',••. 5. Once all areas have been stabilized, contractor is to remove
1 6. Maintenance - The entrance shall b• maintained in a , • . • . i • 5' AX. APRON
SITE PLAN -t- LINE CENTER OF SWALE W/EROSION condition which will prevent tracking or flowing of PER FACE ••� •�.•,••••,• •,•••••,• •,•••• �s MIN, temporary erosion control measures, regrade, & mulch to rj
f CONTROL BLANKET(CURLEX 1 BY PLAiI •,•- .••- - .•• .••�
sediment onto public rights-of-way. This may require •.•• ,;•.•• ,;•. •-",;•' •,•'.,•'•. restabilize these areas. •7
AMERICAN EXCELSIOR OR EQUAL). periodic top dressing with additional stone as conditions "•' •••' ...:.�•._....••!'!.':.•e:._,".,, 6. For additionalenrequirements, see the approved erosion DATE: 3/17/0007
demand and repair and/or deanout of any measures used to SET STAKE RN
and sedimentation permit.
INSTALL CL"B"STONE LINING WHERE trap sediment. All sediment, spilled, dropped. washed or AT CLEANOUT 1• �FILTERFABRIC PROJECT:
5:1 SWALE SPECIFICALLY REQ'D BY DRAINAGE tracked onto public rights-of-way must be removed LEVEL
-04
PLAN• Immediately.
CROSS-SECTION OF STONE OUTLET SECTION.
DRAWN BY: JC/DKN
Swale Detail Temp . Construction Entrance Sediment 'S d ant Trap Detail Ipo DeSntii
NO SCALE NO SCALE
NO SCALE C NOT RELEASED FOR CONSftlUCTION j SHEET 9 OF 12

REVISIONS
Nov. 18, 2007 drainage am*
Legend
Legend
\ �
\ \ TEMPORARY GRAVEL CONSTRUCTION ENT/EXT Q
\ \ SODDING �:J
`\ \\ MULCHING OM
RIPRAP-LINED CHANNEL .�"`*
1 \ ,
SOD-LINED CHANNEL b"�
\ \ LEVEL SPREADER Es
YH d4, PG 144 \ OUTLET STABIUZATION STRUCTURE
\ EXCAVATED DROP INLET PROTECTION (TEMP) E3
\ \ FABFIIC DROP INLET PROTECTION (TEMP) El
BLOCK & GRAVEL INLET PROTECTION (TEMP) 0
\ \ TEMPORARY SEDIMENT TRAP Qi
\ \ \ SILT FENCE sr
o, S ROCK DAM IQ
\ M' $ CHECK DAM 4-1-
\ \ �` ` PROPOSED TOP OF CURB GRADE
\ \ PROPOSED FINISH GRADE AZZE
`' i PIPE LABEL nA
N/F DB. 894, Pg. 152 Zoned 0
N/F John Chaney DB. 411, \ R-8M County Tax Parcel ID ,yIf �' to
\ \ GI 0
Pg. 484 Zoned R-8M County 1314-29 Carobell Childrens eg I I
Tax Parcel ID 1314-28.2 \ `�` Home, Inc. { RD C
\ d+ • n C tr) in
�� M
y.w`� ` rt '' — ` Ni Ex: Inv-23.17 �'I HAIL "^�'' t31 O
/ / �� �� Ex. Inv-23.09 (10) c V r
\ I`\ � / i/ / /��r �� ,• �•* N/F 08. 14/9, Pg. 16 W
\ I i ' / / r —- r �'"' Charles H. Jackson Zoned + �. Z �:
� \��/ { • ..e /f / /j /' --�.. -�. \ \ `� - y i Ex. Inv-24.49
,, \ I /' / / /f / _ \ ~ �, RA Count Tax Parcel i0 .0 :I + V) E CC XX"
N/FJoshua Burgess MB. 34, '' \\ '�;., / --. ,- / / / '` ` \ }+Ir �.: 1 Ex. Inv-26.os i0 03 14-
g 1 \\ \\/ / I ^� / / / f �. / �� Exist Pipe 0Otn
Pg. 34 OB. 1584, Pg. 41 '�` !) 1' \V / I � ///, ,�" _ r 1\ _ --a,,,l '� U a
Ex. Inv-25.09 Z
/ ` \ I I - / \% \.= 4 `'J/ / / \ e'�� rt Ex 15' RCP � i �.. .�
Zoned R-8M Count Tax //( r�� \ \ / / / /r \�� a = + I LLI 2
y // r/ I ` \ U 1 1 r.`•,,,/// .1, ✓ c-_ __i/ -- / / l ` Ex. Inv-26.14
\ Parcel IQ 1314-36 - \ •Vn,'N,v(I 1 I I -\\\ )/ ' ' •/ , ,, ----.-- //� • l �.-...--�f. —ter / \ \ �, — �� `L Ex. Inv- 6.4s • I 1 C Z Q t0
\\ /N � ',� \ / �. :.-- a(
r 2r �`\\Ol `1r�` Ex. 152" R• I �"� C7
\,
- \ \ 11 \ Ex. Inv-2fi.49 Ex. Inv-26.15 Y 'x
/j'-. = VA� ' t ' V � �a /��� / ;:i....-)
, ��a V .T►r�:2:.i / `� RY \N1 // , ':h•• 1� ('3 c ..r. I
�� / 1 \ a , \ / / �, \\ 1 /
\ f • 11 '/ / // ;'"6'7‘
- \ , \ \ \ I \' ` \ ue/ PROP. 4, C• - r, .` xl�t. Pips O d�0
\\\�\No",, :\\\\\\\\\\\\\
1 I 1 \\1' \r /' /_ \ \ 1 i S 2hs10EwaK ' �, IEx. Inv-2603 �i c�
=-= - ';\\ V\\\\
> Ji / ' f `� \ \ 1 _ .� . i i ,,73 21°'XI�I�' x. Inv-26.39 V C �IJ M
\ /J 1 \ / / 4 i � � r ram,-.•_J _ r \O \ ✓:� " ''q1 SIGHT ! I Ex. 18" RCPMOMW O\ _/ / /. '' `�,^p .. ' ANGLE ? �-
t� -�..,- 91 12 \ ei . _.w.r it r .....1 Ex. Inv-a6.46 I\ 1/ / ! / , \\ �/ �,J ' / -' "� \e�►-- 1 .,•-,.�„�� � 4' CONCR-lE AU( TRI ,, �,/ Flood/Zgfti�X//// / 1 \ i \.., /l///, / --;,:-- :.. __. 2 �y,,,"'/es,i• y('A� ;RJ! , _ \_ i .�.--,i` .1..►
I -jI1
/ // �'� / y // / I ii *�� , j l// / / ' �— s ropi 3ti . ' ' ... _ _:r we \ / / / f / // / r _ ;i/ I1 /; f(/ j i — - —_ 4 In 98. '' = r 44 I r .,;1 , ' r4
' tJ') 117
4,0-
' / / - I r 1 ask I ""~ ---_. — - - - - ,I„ a_
,fie „__,______,...„..\---,_ — / ' / �6 / / 1 ` / 26'^ / �, r. $.T, CONCRETE smEvyAEx'�' :10'i, \
N/F James Q. Hicklen OB. �. ,it-0..,. - `� I �' \\\� -�/% / / .1$ ( / , ' / ,ram \\• ,\ \ / r \ +\, ��t I r.9 __ \ ��XTO' �I. �1 ---
774 P . 72 Zoned RA . - 11 I / / i �` \ \ \ C TRIINCEIPNIFM
Count Tax Parcel ID Flood zone i 1 - �J �.�' �'w,..\ a ,
Flood Zone \ \\\. `�f'.",„�_ //r J ' / �•� licfpo "-- , • , ...- �lLti`
�y / NCSR 1550- PING RUN ROAD
1314 37 x Shaded xcps 1t. '/I l / Q�[J � \\I \`\\ / �\ '�1 X !ate- - i�./ �i�'�`'/ j�/ '/ _ - ✓� �' 1 -•l w,+ / (PUBLIC - 60 R f W)
\ ,1 \ \ L. \ ' `/N° 1 \ \\�,/ \\ r../ / r, l l 1 ./,•.1,, // 'j r ///r .r • e / 4' ' i PROP 4' EIEExis . , .,�_ . _ .......
QF' \ 1 \ , / \ \ \`\\ esd" ; 1 / / /o; /f /i /r- �' O'X70' AREA 5 SIDEWALK SIDEWALK Water >' /1 /
\ \�\ ` 1 .� \ %'/ .�� �/r 1 \\\\\ 1 ` e �\ / // // //�;// �0i/ �!/ ' /� s.r. 08, ______ J C vale® < J
��\� 1 I I /, -� i y 2�, j 1 ` \\� 'tom ��PI J //// /j /j //; �1i O� l ( /w
Flood zan. AE 1 1 I , ' -- ,� � \ /•'// //�/ /", �• ' 0+
\ i / �, ; 1 / .// f Tops \ �� f /j //' /i�,; '�'� jir,,. ie.
^ Y
/F e• Iivit Os
� / / , r � / � // / , � O � N MB. 44 P 145 D13. k� I
�K /r // / -- IS: r ti \ I / Fir' //f/ / / / ' '► ti� /fir qr \ / \ , 2047, P 500 Zoned RA I
V/
of ,;«'� $' : // /t / / /i n / j <Wad l / 1./ / / 1 / ,• , ,, v. 10170 ,• y ti County Diana P. Nel3on
'7 9'�'�% \1 / • / /i' : ,7 .. , .;-;. - / tiaa 60 l/ f/ //, // / / # 7" III ',t .T. V -�.,..,: Ex. Inv-25.72
i r ,ti / // �,.� r.. TT � / �• . ,�✓ Coats Tax Parcel ID
i/ , / / %i .'1' % f / / / fj y..0- r r•:3''jah 'I!°-Ati' 13 T/"i): ,•: -•�.. ! �/ /i 1 J//J I/ // / 1 rt I (414 0`f trir")� / 9 \ \ �+ 31 4- '
/ / ./ / uali f ��"' n �,.., y, .. �A /, / / / / i /.Aiip /ir D�. \ x. 13 RCP
/ / �� / // , // 5 �/' �--�W. �,._ •R . / Inv-24.63
/ / ,� /+'�,,,. . ,s�•.. „.�O�rCi��,� o,►l/tit��iL�,-•il�, *�' ►'- // �' /f� • ' i►\ .,,..•% .y►i� �s � � / �� n - I Ex
/ / V
/ �.�/ / ,� ,��i11� • �, � ���<-..:'G�IsT.:...f'/�����x�►�����y//U.:-_,• �' _►��•^:�1�nT �f' � Ivy-''� / \�`` Ex. Inv-26.54 �' 41;4'
/ / // ,;,:�... '� .�,, `- '. �►- ` G 'parr,. :'� • , _•,�►. _• 1., -=r_ '�.',tgS �, !�, . . GE •-/ ' , ~`+
_!_
., �� f/ f \ \\�l l 7"� �a��.�.,v� ' r\; ' �� �t�'T��+�►��� '�.���ti�,��f�Cl�wt+�df�,��,.���"ArFa�"^:���I. � ® "� „/' �\ y,�
/ 1 /s` / i6:. Lit• �n1C� _ �,+ i . r� l \ Ex: 15' R•• "11� i
I i , �ttt *s• \ \` / �. �:, i;s �+C ]11r� l�+i>tCf�w+.xN�1 eir1G.= ^•,L+3� ,� •.
IIPP
\ r y11�- 3�R I.
' e;<'.."°;1
l — / �E �.��� ��r ttl-��� ,,��� /.-"----. , ,....' ----;,.-:.....;,.., .......-14.3 re/,..„,ti 1 04:41,01:00,e,...___ \ •' Ex. Inv-26.72
\ \ I I I ( r"•' \ It � � \ ‘l* rr�, ! = �7 :.�� a \��,� ; W
\ \\`\\ \\ - - \ \\\\ \-‘0'''' i '-"-s'-'7'------- \ \ Ilki,— /,, 's thigsigfa/i 7'—moo v/-, .----- I: ..... ' / / ,-
v} N. ''''Z. ---.. SIC / 1E 1t r.._.-
‹~� =='`--- >�; \ \' a �� "*". `�' '�"�` i)' 1 `: /ll ,( I 1710,'TSO. Iti,.. :10,Filistrollp,,'� v1 — w`'--_ I ja , l• - ////' �"
y�4o > > /,/ i / / - ` �RAt 7/ / n I I I 91 \ ,•••1 zarr� 7 \ J, ( � { I I I / , --. ,. \ `� - -, ,
Oi fici r I I
I
fit
anc
I I
\ \ lb '--N.
\ * .\\\\\\\ ✓ / / , ;1� 1 ,\ \ �\ l I II az-� N\ ire i i / _r� 1 j / e_` -1
\ \ \ . \\\\ \ // iiijec; ,/ \\\ II �� \ / / 1� N/F MB. 48, Pg. 134 OB.
/ \ \ ` `� //// ) \ \ r ` -,j \ , r"', . / \ \ // 2047 P 507 James Alien\ ikt *t"
��� \ \,\� \�\\ �'i�n; //' I t JJS\N
05 �, \\ \1�' 1y coN�' . i r—•� > �'
�t ap \ \ \\I I I1 1SOEWALK7.,,,,,,f),--91,,,--54-1,,,4710
gar% / ( _ / \ \ f s Phillips Zoned RA County Tax I z
J \ l 1 . 1 Parcel l0 1314-28 w
L(. �.. `\\\ • \\\\\\\\ rahInlet/ ^v / lieritilAitr;v•uo t ' 0 \ \l ' I{ I 1 ,r,.'�d� ,\ \ \ �..me12.71 . 1 �/\ / /� III �' 1 I , \ �� \ \ / ( �_)\ ,�„,,\ ,./ .� / .'''►�..
'► /\ \�\\\\\. 0\ \\\\ NIL
jam'" , // , 0 1 Mt - i .r �/// 1 ' r. •+n•I \ ` r' / / l - �..1 i-' - �✓ /^" LLI
\\\ 11 ��' \\ \_ * / / l 1 1 (` 11� Ng) / // \\ \ \ \ \ ..... / / l ^/ '\°` 1 ,,° :1,_ _ �' -, �"
�r EEC 1\ !////,
\ / / / ' I I I \\_ .. , �4 '1 E vr9.46- \ , '4ar► _ c 1 1 11(,\\(I 1\ �- __ _, ,,' / /44iv \ \ e \\.\, ` \ "/' f . -- j, Z ---'` �- Q
\ , I \ \ \ _�, �� vim. \ \r! / / I (\\1,`\, ,_ti a � \ \' -Flood / / 1 .- / (� U
/ / I , ( 1 \ \\\ �14- .• C./ \\\ \\ , \ \t\\\\� ,_,.. � a \\ ' \ ✓�/ �' \- - _� VTLA1110'.1
J
I 1 11 \ `, = - .�_ v r( \ \\ __ . \ \\\\ � , r.. , mot~ / ; i I �t o w
( I \•\ 1 — - \ ,7 --. 1\`\ ;--- 1:1 � AEA 9'`�,,, \ / I l iA
\ Is w
1 ` � ` \~ \\ ,T 1 ' _ `3ti- _ ,,.. WETL OS t _ "ls1 zro__ •w Q O -�.+
_ '". W 2\�� - 8 `y �/ I ^ \ /�� / / Flood Zone X
_ / 7�
\\ _111--•• \~o. i�,' /'�i' r-- 7,A n.., Line Z a
CO ,.4 / 2 Skr1 f Bounder One
ill /5 \ ! Z� Flood Q
a.
t. • \ \ WETLANDS / / I- I-
\ -,' v
d' / N/F MB, 44, Pg. 134 DB. ° (1)8 /�'/ 2047, Pg. 500 Zoned RA
to
N `, County Diana P. Nelson CO
\ • -r Coats Tax Parcel 10 CL' CA1314-28.4
LN
r- U oli
•
.......---
13
U �a' ., OWNER & DEVELOPER:
0 •
Shadowcreek Estates, LLC
l P.O. Box 4505
r •
Emerald Isle, NC 28584
Tel. (252) 422-9100
CD 1
CernmItling.... • / _SuppeimemiR On
•
i
cn
NOT FOR CONSTRUCTION )\\W SCALE: 1" = 100'
4
GRAPHIC SCALE DATE: 5/16/2007
CV
BOUNDARY/TOPO SURVEY AND BASEMAP PROVIDED BY: t°0 30 t00 200 400 PROJECT: 07-014
co
CHARLES A. RAWLS & ASSOCIATES DRAWN BY: JC/DKN
111'7 Illemmook Beach Road. P.Q. BOX 112e, SW►ANSBORO, N.C. 28584 ( IN FEET )
co
1 inch = 100 It,
SHEET SUPPLEMENT
0

, ,..,.. _
C •' NST1
S T ,iJJCTT • X\ D R A,,
for
5,14//. eVe0/10 W (310/*eh .fe rt fe°#j/ ---- - - APPRovED
JOR:7-1,"C,:rASI:07,L.,,,,71,NiAT:E71,RO:E,1.5-:!\!,TAL
S \ \ -\--- s ::_3 ill, ---_ , do,, T ,,O, \,, -\-- s 11 1 -. , --\-- „o„ R T c ii\ R iti, \ A
, I
S h l\II 1:/ I• wcrks -/ (I•I` ,, II u
S 9 0 - J C
IH DO '•�� X A 5 ,j b
5
ii- , ® ellU
N . C . el ell /4
S '‘ \ 1,, \-- s I ,,o„ R si
2 ilo, 5 ,,,,,,, , .
a
v .....
(,), . (ii.
ct- .,.. . . 7.,
Project Contacts : "'
J p `�
co
(O
Water Distribution: • (Hubert Blvd.) F o o W c
SR 1744 Q
,cis fA 3 0 k -°
ONWASA
d' N.Ci ' I 1) 0
228 Georgetown Rd. 7,5
- `�
PO Box 1415 ' o V C H
Jacksonville, NC 28540 Hwy 24
(910) 455-0722 SHEET INDEX
N145 o c " COV Z SHEET COVER
h
v TO SWAN SHEET 1 OF 11 PRELIMINARY GENERAL PLAN
p. co 0 SBOR0 PRELIMINARY/GENERAL
NOTE; gates Co v, SHEET 2 OF 11 EROSION & SEDIMENTATION
Contractor shall contact the North Carolina One Call Drive Ve �
Center at 1-800-632-4949 at least 48 hours prior to CONTROL PLAN
excavating in order to locate all existing utilities. a)
The locations of existing utilities shown on these
drawings are considered approximate and are based ' SHEET 3 OF 11 GRADING DRAINAGE & STORMWATER
upon record drawings obtained from various sources. PLAN
Furthermore, other utilities (telephone, TV, electric,
etc) may exist in the project area and these locations
are not indicated on these drawings. The SHEET 4 OF 11 WATER DISTRIBUTION PLAN
responsibility to accurately locate and protect all
existing utilities rest solely with the Contractor.
SHEET 5 OF 11 PLAN & PROFILE
SHEET 6 OF 11 PLAN & PROFILE
Road
cones SHEET 7 OF 11 PLAN & PROFILE
SHEET 8 OF 11 PLAN & PROFILE
SHEET 9 OF 11 GENERAL DETAILS
DESIGNED BY: Qu�
S,Q ens C� SHEET 10 OF 11 WATER DETAILS
CRYSTAL COAST ENGINEERING , PA ���ss eek SHEEC 11 OF 11 T
c GAS p URN LANE PLAN
3817-3 FREEDOM WAY �,-a.
HUBERT, NC 28539
TEL: (910 ) 325- 0006
esr .
and:
CHARLES A . RAWLS 8c ASSOCIATES VICINITY MAP
1117 Hammock Beach Road, P .O . BOX 1126 ,
SWANSBORO , N.C. 28584 .�o,,,,....,,
(910 ) 326 - 1408 t\.`� --C) ..r.V
`�'� •tip' . w �.
J
COVER SHEET & LOCATION MAP

REVISIONS
June 8, 2007 per Land Quality
DRAINAGE PIPE CHART
OUTLET Legend June 8, 2007 Add sidewalks
\ June 8, 2007 Move Watermalns
AREA Q10 DIAMETER GRADE LENGTH VELOCITY
PIPE (acres) (cfs) (inches) (%) (lf) (fps) \
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT © June 21, 2007 Add turn Iane
\ \
"A" 1.08 3.10 15" 0.65 31
\ \ SODDING O
\ \ MULCHING O
"B" 1.32 3.79 15" 1.00 18 6.0 \ \
"C" 2.33 6.68 15" 6.10 20 \ \ RIPRAP-LINED CHANNEL Isi•gst
"D" 2.78 7.97 15" 6.06 18 14.0
"E" 44.1 57 .5 48" 1.00 60 13.0 \\ �\ SOD-UNED CHANNEL b•c4
Iliff
"F" 0.69 1.98 15" 2.00 20
ME
"G" 1,43 4.10 15" 4.00 18 12.0
,,,2
\ \ LEVEL SPREADER
ito
"H" 1.10 3.15 15" 0.65 20 4,. t44 \ OUTLET STABILIZATION STRUCTURE
"I" 1.39 3.99 15" 0. 65 18 4.6
\ \ EXCAVATED DROP INLET PROTECTION (TEMP)
If Area <10 Ac If Area > 10 Ac \ FABRIC DROP INLET PROTECTION (TEMP)
Q=C iA 893 Q=281 x DA' RCP = Reinforced Concrete Pipe \\ \\ BLOCK do GRAVEL INLET PROTECTION (TEMP)
tc=5 min. where DA=A/640 LF = Linear Feet
i10=7,17 in/hr. FPS = Feet per Second
\ \ TEMPORARY SEDIMENT TRAP
C=0.4 0 SILT FENCE sf
\ \ v1 \� ROCK DAM Q
NOTE: ;11 11
1. Contractor shall use NCDOT approved RCP or HDPE (2 wall) for all pipes \ \ \ '(,„\ im CHECK DAM 44-
underneath private roadways. \ \ of 1I PROPOSED FINISH GRADE r•OrM
2. Contractor may use NCDOT approved RCP in all other areas including driveway pipes.
I PROPOSED TOP OF CURB GRADE _ )
\ PIPE LABEL nA Q
\ \ II
\ N/F DB. 894, Pg. 152 Zoned I I �- o
N/F John Chaney DB. 411, R-8M County Tax Parcel ID i
RIP RAP SCOUR PAD SCHEDULE \ \ Pg. 484 Zoned R-8M County 1314-29 Carobell Childrena �a: C Ln in
o
Tax Panel ID 1314-28.2 Home, Inc. C N M
d
LL
`tip ,, ..: ." • i-.
CI)
INV-23.17_..,o E. t INV-23.09 C 1J.1 Zii
Sized using NYDOT Dissipator Charts. /�\ \ ,: r %� , a z
1 1 •• ` / / _\' --` t .�' ChorlesDH. Jackson9Zoned INV 24.49 C M ~ X
VELOCITY LENGTH WIDTH TYPE \ / + `' / / /// r `` RA County Tax Parcel ID I I '� G w q
RRSP # (fps) ZONE (feet) (feet) STONE „,,A'
-1`, .` \\. - N'„> '" / //// \ -_ 1314-29.1 NV-26.09 P •� Exist. Pipe O N m �`
n n N F Joshua Burgess MB. 34, \� '\ i E;.• J, / ' , �Z. \ ` -�. M1 • !` 3 =
1 6.0 2 8 5 C 1 B / g \ I °';! __ / / / / �. 1 = 1111
. co
P 34 OB. 1584 P 41 \ \ \ \ I! I �.• : _= // / /' / \ ^ `"�.re'' :NI. 1s" RCP y ., I y 2
2 14 0 2 8 5 CL"B" Zoned R-8M County , ) / , `.\\ ) 1 I `� ,.' %_ - -_�� / / / � -... ��6, \'\1\ r Nv-26.14 a nINV-25.09
(l.� 4.1
}
3 13.0 3 32 12 CL"I" \ P y \\ ''�°NNI' I \ \w / / " `. / ( - �� / ( 1 `�-- \ Nv-z6.4s`` Il Im •�•� Y ¢ CO
Parcel 10 1314-36 M :�\ / f \ m
n n <v� *`• ' ( / y t� j7INV_26.154 12.0 2 8 5 CL B • ` \\\" - , cow \ \-_- •L \ r / e �/ 4 \ � x. 15RCP (n c
5 4. 6 2 $ 5 CL"B" \ \� . \ \ ` L\�\\ i// \\ l \ �' \ V-26.49 C l
//l \\\ ) 1 �\ )L,, \tr/�i ", i� \ \ \ drr7SlrS 11 / , . 'U CY Exltt. Pipe O 0 •�
�' \ / 4 �v�V I ( Top-28.94 ., w cn N
,\ - / I I i' - I \ \. PROP. 4' CONCRETE �, INv-2s.o3 > G1 w
Z V� VAA\\` • 1 V 1 1 .� \ ,// / .•• m z..,•+ �. ��/� \ V A� \ \ Inv.23.78 SIDEWALK l 1,� C t�
\ � \\ I I ` ) r - -- j ��. �� 1o'�io' Nv-zs.39 o
1\ \ \\ \\ i / 1 1 / /it i -= ����r���3f) \ v�17.00 s: .1 +� 11/ © SK:HT ;I Ex. 18" RCP MS LU '-
\ / 1 , I 1 .\\\ \ /' / �: �►r! :°i _ J�-�! 0 �' ���! �., %'TRIANGLE • w r_i) C INV-26.46 C I
\ j' ' / 1 \\ \ _ / }e / / i l�'i�� ��- \ \ • tZ lnit _ _ ,.`� "__ •-sue ./ 1 C v �_ I`•
Eum
tia Flood(Zgti�7r� ) 1 \ ////7 "i/ - �� '{'�L ``'� -�"�'I I V� op tip
•L‘•� // /A / l ///l / II �/ I �� 11/ // ;/_ - 23 Top -`� ���'� • �� '�, $ '> ") o
• / /'/ / /� /�// kA
/ / 1 1 -c\44:0,',', �,;_,--,..,/,..,... . ,, /_ �' ,�;/ i, / :\:\
- - ^?4-Inw1a09 /� �e ,,,,, �, _ Es'3t1 U�
CJ =
• � , / i / ��•-� �/ �/ / �A\ 1 _ �Yrt11/cl I
IJT7(^rS V ter• •4 \ / v --I/ / / / / \'•. \� I \, �6\ 5 i Top28.98 X70 '9Ill.
�` !. �,\---,, \\\\� _�/ �// 1:____// I r s`y//� / / / �� 1 ( ,\ r�� / , .�. O\ `/� Inv-23.98 B �u"TI) �Il� ._N/F James D. Hlckien OB. l \ _ i I r; / , ® TRIANGLE774, Pg. 723 Zoned RA v r - ( I \ \ 14 ` " /.j/ / i i © 1
1 I ' e \ / - J \ \ \ \, ' r j \ St` _NCSR 1550-JUMPING RUN ROAD
County Tax Parcel ID Flood z«,• / /„. \�\ 1 1 \ _-% ) I / /// / / i/ Fire N fir %" _ ,
1314-37 Flood Zone X it I 1 \\\\\ \ \�'° 4 / / - f ,titi` -- � 1• 3•t Yd. (PUBLIC 60 R/W)
X Shaded 1i a _`\� V� °dam ` / ./i�/ i/' -- �p4, 1 - i' ti' / i I _ i� / / ' PROP, 4' CONCRETE . Y -
�-- / Exist.
1 / \ C�! rJoo °' / // ' •
'' 4' CONC. SIDEWALK Water � , I
d+ � A� 1 \ / ' L° / I A \AAV V '�. _ S�� �'r r //' ' "' i ��j � / � SIDEWALK ' 1 /� Valve
r.
all
Flood Zone AE � 1 \\I 11 1 1 �/ --� /���,�b�/�. ) \ V�. t '/ ��/, �� ,',� �i/ i .�'inir \ . � �,, ,Ir�� r� \
/l l 1 �' - •
/ ca�.lotet 1 \\ ,_ / i / R' �% �jT� 1% / N/F MB. 44, Pg. 145 OB. I I •.
/ / // /// 1 � I
// Top.1222` / 1 '� ��,�//,� A�i' vtititi�' / 2047, Pg. 500 Zoned RA ��'' .v '
/ // / / �, Inv-3.12 1 \ / ti _ ® i 2 C.:11
�/ /� / i,l / ; _ /%/ / // /', / /, /' %/ / tit \ / 1 County DianaP. Nelsoni /, NV-251 ,'7\ � '� // ti % / ; i / \ / _rsT,,ae3aa Mv=0.80 / / / / // / / / �/ �' \�-_ CoatsTaxParc II 'CO J~.
.� _� / / / // t��► �j�, f (/ / '/ / // /j / f I � ® `# 1314-28.6 •
�'
_ ...•.. .x„ •. / / i � '1 ;t •..,�1: ... / / / / / I /� - RCP
' L •
/ �% ��e' ��� / // /// �/ �yi� s���L� `"�' .�7 f� �/ i l 1 1 .„„X„,, �. � j�� v � �• Ex. 15" R �'.a! U �'Y C^' k
/ /� ��/ / / `1,',./L ', / / �� �i •� ��r I
7 / z.
Jay• Ili _ ...•_/ i / A,, /iv,, ,it,,,ir„ , •,,,,, 1,440E90.. __,- \ Val i i \ \ \ \\ \,____.. y ,‘„.‘ _,_._,_,/ ....„.. t..4 1 a...-
:a....3)2 ..1
0
oveil) ' '
• fr
lIP ., � I1
�`` > _ / l I I ,, i 1 \ - i .� Iii_ I I
_ , / //�� (( (�; A�\\ ;,1 ' �' I �,, �A \�, I I(,;�� -- .� ,00�� �-,, , � '�
t , /, / \ \\\r.T\\\\\\\ ;/ //.`', 1 - 1 i �' ` \ '..-$N, { b `2- •*..
�� %/i"- , � \% r: ` `� \\ I (( �� / / ( - N MB. 48 P 134 DB.
\\ �� \' .\ \ % / _` \ \ 11 I .- �I/ iikip ( IIJr_ 1 1 J2047, Pg. 507 James Alien 1
v y vv\ \ / / vA I I I r /C:
\ \\ \ \ \� i :• /a I G+�- \ "u� _ \ � it _ 1 1,• \ I �, Phillips Zoned RA County Tax
\ \\ \�\ .\ \ \ - // / / , ,., Top-12.71 �� t 4 \ �I 1 I DEwALK %/I 1 III 1 ` - Parcel 10 1314-28 Z
,. a'�_ \ �. \\ \\ \ I�/•/"/ �' 1,4 Inv-por9..Sa \ t'.-•x h. .. " h 1( �.Yi% 1 I I I \ -- I .�-
• r �� A VA\ ,\\ �� In�9.71i ,, ;, : , 1 `or' ''1�111111111 . / , - .� � V1 \ V � ��// � ' /� _- �a;� \ _ Jr}1114;‘t
i ,' \``_. /\ \ ' / rAY ' s � ' 11 1 / / �."�//� \ \ \ 1 - ' •Lt IF'�, VA '111 A \ v\\A / /�' ; r� il/��I I; w �/,/ ,��.; I I\ \ \v`.� , �,��a'���r �� - Z
----' 0,.,q.
r h, r" ,, ,I t 1 / I I I I 1 ,` \ `� %% 1�{.!_ 1)1 1 �, - / Y - k�C ,` \ - ,\ - / / A \ \ \ � \ �� , \` �/ / OIs. \v,_/ "'CCG �' 1 Inv9.48 - T 1 1 \ , / A, �� , wSil V
1 �,4 �_� r \ 4. ii, \ \ t / n 4 ....
I Io
't. 1 R 1 , 1 \AV r �-,3 \ ��� "?: \ \ - _ �l `1 \\�y�\�,�"yam„\\ �. (n (�
F�'} h. 3[ 1 \ ..,2--1/3
1 -� 7C.- \ \ I,:
,*w 0' as ' 0 •- \ / ^'�.''` 1l
AirTraae ;.;; •,•' ;;,,, N.„'N N _______9_____ 6 _ __ _____, , ,,...
f, Or,:,',i •Nn i/,,:' :'
sl
x \•__-8 - - . /� , . ' Flood Zone X 2 O w
tt v,t1„,! ,,. i_ \
� --6- \ % / 97 Line0 -± w -V
a '!,1*.-"�Ia�.7 r. aiFe4 /'4-�V ��-/ 4:-", g ',, �, 'f'",? (C4 I Fl.•, e Q
iti
,fit ' a rk �` .'7E / r \ 4 "1 i �, Ale , < Q.
CI- `. `_
•
,� / ' ' � ; k GENERAL NOTES:
CC -�
Ng BUILDING SETBACKS Q O
.,• �;;, i ;'7 tol,.klart
ath''t' ..
r�� k • Front ?5' O
N a x ,; 1. Owner Developer: Side ... 8 CO •L
1 ' " r Shadowcreek Estates, LLC Rear 15 V)
Side Street ... 25 Z
C \ , �r I N/F MB. 44, Pg. Z
134 DB. P.O. Box 4505
w� 2047, Pg. 500 Zoned RA Emerald Isle, NC 28584 0 N
# ` t' rr County Diana P. Nelson
t jN Tel. [phone] LEGEND:
\ • .�� Coats Tax Parcel ID Q
#r 1314-28.4
0‘
EIS ... Existing Iron Stake 0
2. All Sect. 404 Wetlands and other SIS ... Set Iron Stake
' areas of environmental concern are
.,,
shown
Y s a REFERENCE: OWNER do DEVELOPER:
3. Community On slow County 370340 OB. 2743, Pg. 804 Shadowcreek Estates, LLC
Panel 55 •
November 3, 2005 DB. 2454, Pg. 611 P.O. Box 4505
->, / Emerald Isle, NC 28584
3 4. Total Acreage ... 33.06 Acres DB. 2047, Pg. 507
CO 1 1 S. Total Number of Lots ... 44 MB. 4MB. 4, Pg 134 Tel. [phone]
g.
/ Onslow County Registry
W
W . And Desngn
_ / . NOT RELEASED FOR CONSTRUCTION SCALE: 1" = 100'
2
c DATE: 5/16/2007
o GRAPHIC SCALE
v BOUNDARY/TOPO SURVEY AND BASEMAP PROVIDED BY:
cNi
1� 1� 200 400 PROJECT: 07-014
0 CHARLES A. RAWLS & ASSOCIATES DRAWN BY: JC/DKN
a 1117 Hammock Beach Road, P.O. BOX 1126, S►�BORO, N.C. 28584 ( IN FEET )
"v
1 inch = 100 ft.
. SHEET 3/11
0

r
REVISIONS
FABRIC OR EQUIVALENT SECURED TO FARE
WiN METAL CUPS OR FARE AT e'OFF
C/L. 12 GAUGE eXt.CR 2'1C4•MELDED SIRE HOOKED ONTO CENTER.
June 11, 2007 Swale Detail
PREFORMED CHANNELS oNM.FTa June 15, 2007 Revise
_ 60' .. REMOVE MAXIMUM SEDIMENT STORAGE LEVEL ROVE Street Crossin Detail
�
RIGHT OF WAY s�tveaJaN �EN BYs LEVEL ISREACHED June 1$, 20077Entronce Detail
'N/...-% NOTES:
4' SIDEWALK TYP. 24' BACK TO BACK 2' i/ June 22, 2007 Flume Detail
BOTH SIDES 20' ASPHALT ! UMORTAR NB" t(X7/fICRETE/8. THICK.
THROUGHOUT.
>---,___, --Fill �'/FOOT I "/FOOT ;„/FT 3: 1 MAX • / •
„:.:• .l.,'.•• • • :"- X 1 1 1•
)( USE CT FORFPPIIPE(S)ROM TO Cu YDS. OF BRICK OF THE BOTTOM MASONRY.
DEDUCT
• / t 1 1 1 1 PROVIDE ALL CATCH BASINS OVER 3'-6. IN DEPTH WITH sTEPs 12•
t1/2'MESH HARPWARJ jrLOTH - ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.es.
22' GUTTER TO GUTTER9.--- •
" , "/ :;, •• - USE BRICK OR CONCRETE BLOCK WHICH COMPLIES tNTH THE REQUIREMENTS
/ ' ;' ;: - OF SECTION 840 OF THE STANDARD SPECIFICATIONS.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADO TO SLAB
24" CURB Sc GUTTER • - ' + ------? '. ,•,, :.x - - AS SHOWN ON S . NO. 840.00
TYP. BOTH SIDES ab• �/ '•k �• _ -
(SEE DETAIL) /1.5" RS 9.5B •
----. �_ -
fFOR e'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE
12" WALL TO 6'-0" FROM TOP OF WALL ANO 8" WALL FOR THE REMAINING
-:-_ • - Ell' I l I l 1 I 1 1 8'-0". ACCORDINGLY.
8UPIcRPAVE NOTES; :•:.:, „ .?....11.!..;-. II
.lik
gUAN S TO BE ADJUSTED CCOFRDI
ONLYB AV ASPHALTMU(ESAREAGCEPTAe1.E.CONTRAC701�8HALLPUWiI8MNC00TltOWNERWITH .6 A.B.C. •.•:• ..... -., --____..._... ,•,•u II /,,,,,,,,,,� DONNOT US �BRRIIC PIPEASOONRY DROP INLET IN LOCATIONS SUBJECT TO
;W. -••• S MATCHING.
APPROVED MIX DESIGNS FROM ASPF4ILT SUPPLIER.CONTRACTOR'S SUPPLIER SHALL EMPLOY A CERTIFIED .:•:•:is is�:•:�:is•:•:�:•: / / NOT USE
' Ir x tee Y TRAFFIC.
ASPHALT PLANT TECHNICIAN TO PERFORM QUALITY CONTROL OPERATIONS AND ACTIVITIES A8 REQUIRED (t C 0 M P A C TE D _ _ _ _ _ -NATURAL aRADE / n O U n Q U O O CRETE BLOCK CHAMFER ALL EXPOSED CORNERS t".
BY NCDOT QUALITY CONTROL PROGRAM. =nuu=Nnn-uun-mlR-RnU_Unn-mnl-NUN ' ' PLAN VIEW DRAWING
SUBGRADE a' i= _ _ _ _ _ _ _ WiNG NOT TO SCALE
THE COST SHALL PROVIDE A CERTIFIED OM8 ROADWAY TECHNICIAN AT ALL TIMES DURING
II
' I I I I I I. �_I-II'III-IIIIII--IIIIII-IIIIII-IIIIII-IIIIII-IIIIII'-1I CARRY APPROXIMATELY 12"OF PANIC INTO TRENCH, ^t•• WTH COPING RILiWYED
IIIII• I-IIIIII=IIIIII=I�III�=IIIIII=I�I�II=II�II�=I��III40,
�p�TC� _ _ __ ' '�• 00000000000
PLACEMENT OF ASPHALT.TECHNICIAN SHALL PERFORM ALL TESTING AND DOCUMENTATION A8 REQUIRED coot WITH SOIL AND TAMP eAamu. � ( )
BY NCDOT 8 QUALITY CONTROL PRODRALt =IIIIII__=IIIIII=IIIIII- -CARRY e"OF FARE INTO TRENCH.
z'MINIMUM
- �.;. 1,1
BRICKTO�ING ELEVATiONENTAI
• IIII-II _
IIIIII STD. 840.16
IIII STEEL. POSIT AT S.OFF CE/TFR MAXIMUM. :■----.. BASIN / /
Street Cross Section L _ ' • FRAME AND GRATE
IIIp I A i� ^:'------ t„. ..'. A ' ■L. %J■ ■■�I■ * 1
NO SCALE .. • ::.. . .. . .. '• .. ,.:.• �- g" 8„ ■■ ■■ --�-
Silt Fence Detail -'. WIISWASHEDSTONE :'z: +: • ,R: _MN A_ •
NO SCALE `:`.. PLAN . :w: . ..
HARDWARE CLOTH II ..rm. ..
I�
0 if
M6WASHED .. ■❑ ❑❑ ❑❑ ❑❑ ❑. EN
Q O
- ■■ IIIi. • L
i STONE"►r-' ' Tin as ii .0 •
R=1/2"
; (l• • ••I,ITr r'I NiS,401• 11104 �/ I I i 1 I 1 �- I C COD N
•f-----sr: ,i ...::.,--z-,... ......,_____:311/16" DEPTH VARIESSECTION X-X SECTION Y-Y C
N7CATCH BASINMAx PIPE TENS SLOE - ta' 01 N r7'.'' 2' LENGTH 4' SIDEWALK 6'
c • .• r300Q PSI CONC. • 1/t" .'aW
O
OIMfr4910N$OF C PIPE aJa1C Y CU@IC YARDS OEOUCTKxNS FOR C LLI Z
w B� IXINENSION; AWV�pIANTIT FOR DROP INLET(@ASED ON HMI. HEIGHT, H) 01 U
.'e . aAYS. t �, SECTION A-A PIPE WAN WETH MN. l Q1T CONatElE BRIO( NASaNRY ONE PIPE ,, `�
• + 1 = '•�•! � A eaTTOM wALL PER TOTAL wNx a 1=
24" A a1 IS.�.��.�� C B H SLAB FOOT HT. NCH C a R.C. CI)
-r.!�Y4 A 7::185..
-a• z'-a" 2'-a" 0.2ad 0.313 O.S22 Q.020 0.032 C C p m -..0 .•• W, Block & Gravel Inlet Protection / / - 0.2Q� 0^313 0.800 0031 0.047 O V1. Qi 2-6 0.268 0.313 aa3e 0. 78 0.113 C,.) 3 = Z
-J 3'-a" 0.288 0.313 0. 0. 0.110 .9 ;1)
?.
!�'��' I� - K NO SCALE x• s-o• 2'-Q• 3'-e• D.21S8 0.313 0.991 0.122 0.170
24" Curb & GuttersW 3 co
�6"R 'tea No. s CL"8" STONE CD Y 00
NO SCALE a a' o.c. _ ;o o I
DropII
Inlet Detailoa) 2 0 ce CN
2' LENGTH 4' SIDEWALK 6' �.
CONC. CURB I I 6 NO. 5 I 3,000 PSI U W r� •-
N
& GUTTER ,0 a" O.C.6" CONC, SHOWS NO SCALE Q1.
ASPH tltltltltl eegg tom' 6" ION SITE PLAN 6"
COMPACTED SOIL T MINIMUM Ipddll���INB�AAAI�:���)<�:25• C
l.i�x..�►-�,-,:- SUPPLEMENTAL SILT FENCE 07) W
„i^;•:::;�,: 8X SLOPE T.3� SLOPE ••`•�•'-:• �" a3,000 PSICONC.
M�ATHIM1P8�0'AEACH WAY. TEMPORARWITHIN 5°' Y SEEDING CH WAY. V M Il=
••t"..:.•';..t:..' ':.- ,'.• :' �,`' -J.....- 1'.e• FLOW
"'•.ii .,4 i�`,:�..a,.4M1 AA ..w � :', i ! MINIMUM �/ `.L„8„ STONE " AND SEDIMENTATION U
ai����. I ll�ll�ll �lydll lhg,. SECTION A-A SECTION a-e CLEARING LIMIT m EROSION E MENTATION
CLEARING LIMIT CONTROL NOTES:
s f •y * s f. yi W 'Sf�-Y W_s f.-W..
Er TYPICAL Flume Detail �°- I.
-
v. W ,v *PiC ,I/ �. �, �, e© W 1. Sediment control devices and structures shall be installed,
WMP. DID q c V W W\W W TEMP. dv DITCH maintained and amended as needed to provide effective
►* control of accelerated sedimentation until the contributing
kip r sir
watersheds are stabilized.
NO SCALE \�� �/ 2. Construction Sea,uence;
' ..---
Temp . Diversion Ditch •Y W W y W W W W L W W ♦ ♦ y W W y W W W y W W W A. Notify Engineer, Owner and Land Quality Section prior IIII,I
PROP. SIDEWAUt' 4' 4' * 4' 4• W w W W 4. 'PROP, SIDEWALK to beginning construction. � <<,�
B. Install stabilized construction entrance. .,
NOPROP. EOP • PROP. EOP C. Silt fence shall be installed where shown and on all .^ .\v as'%
gdown slopes of areas to be disturbed. Silt fence '
shall be maintained until the area is stabilized competely. `� �'.` �O
CA. c D. Install Sediment Traps where indicated. Divert all surface = CO "-' �� =
R - -•
drainage to Traps.
E. Complete rough grading activities. Construct and stabilize (blanket) vegetated ., y ' ^-'
ROP. EOP awales. Maintain erosion control devices as necessary. � . ',Gp�~i•s ate• ® _ PROP. EOP F. Gradingactivities fills in the vicinity (50 each way) of drainway
See Schedule - _ - - •
WIDTH=DEPTH x 6 Ir °-n-�I II PROP. SIDEWALX W W W W W W .►^ w W W W * PROP. SIDEWALK crossing shall be completed in accordance with Special Detail - Orainway %� ) ,�,
Q:;, •-^_,, Crossing. P
ESTABLISH GROUND- ' � � 1/2 D 4' 4' 4' 4' 4' yl -sf\ 4' W W W W • G. Complete fine grading activities. Install road base course. ''I f I I I I I o`'
COVER PER SEEDING • ' ; ` RIP RAP 4. W W •► .
* * pavedSeeScheduleSf19 W W �v • Ond/or built upon. Provide Temporary Seeding if not in recommended seeding
4'MIN • _� . , BAN) SECTION VIEW RIP RAP
r EXIST GRADE tv y y • W �- dates for Permanent Seeding.
�� :,..,:� TEMP. qv 01 • t/ ' \S -TEMP. DIV DiRK I. Maintain erosion control measures as needed to assure
DEPTH PER 0 I. D•INSIDE DIAMETER OR WIDTH
Sr-�-i Sf�i�-icy 4,,,, full• full functtonabllltty.
OF CULVERT J. Upon atablizing site with permanent groundcover, remove sed-
SITE PLAN 1 LINE CENTER OF SWALE W!EROSION PLAN VIEW CLEARING LIMIT ....
ment traps and re-construct awales per swans detail If necessary.
2. MINIMUM STONE THICKNESS TO BE CL€i1RfNA GMIT
K. Seed, fertilize, and mulch all disturbed areas within 15 days
F>C CONTROL BLANKET(CURL 1 BY TWO TIMES SPECIFIED STONE DIAMETER. of completing any phase of the grading work.
AMERICAN EXCELSIOR OR EQUAL).
INSTALL CL"B"STONE LINING WHERE L. Permanent groundcover REQ'D BY DRAINAGE MINIMIZE DISTURBANCE g oundcover for all disturbed areas within 15
3:1 SWALE Rip Rap Scour Pad ( AREA DI CROSSING NOTES: working Jaya or no more than 21 calendar days following
(TYP. EACH SIDE) ` ,,.........j 1. CLEAR AREA OF CROSSING. MINIMIZE DISTURBANCE TO DRINWAY OR CHANNEL completion of any phase of grading.
PLAN. 2. INSTALL SILT FENCE ALONG EDGE OF CLEARING.
t 3. Seeding Specification§
3. INSTALL SEDIMENT TRAPS AND TEMPORARY DIVERSION DITCHES AS SHOWN. Install necessarymechanical erosion and sedimentation control practices
NO SCALE 4. INSTALL CROSS CULVERT. before seeding, nd complete grading according to the approved plan.
S. CONDUCT ROUGH GRADING ACTIVITES (INSTALL FILLS). fertilizer needs should be determined b
y 6. WITHIN 48 HOURS OF COMPLETING ROUGH GRADING. PROVIDE TEMPORARY SEEDING Lime and y soil test. Contact
WIDTH=DEPTH x 10 (INCLUDING AMENDMENTS & MULCHING) IN AREA OF CROSSING (MIN 50' EACH SIDE OF NCDA for additional information regarding testing. When soil test are
CROSSING). available, follow rates suggested on individual specification sheet for Z
ESTABLISH GROUND-
7. COMPLETE REMINDER OF CONSTRUCTION IN ACCORDANCE WITH GENERAL SEQUENCE. seeding mix chosen. Apply lime and fertilizer and work into 4-6 Inches of
COVER PER SEEDING soil by disking or other suitable means. Operate machinery on the contour.
NI /COVEFICATIONS When using edbedhydroseeder, apply lime and fertilizer to a rough, loose surface. C411111kilik14111 U 0
Complete seedbed preparation by breaking up large clods and raking into
a smooth uniform surface. Broadcast seed into freshly loosened seedbed O J
4'r \ that has not been sealed by rainfall. Seed mixture shall be distributed
EXIST GRADE •
Special Detail D ra i n w a y Crossings uniformly and covered with a clean straw mulch. All mulch shall be crimped or
asphalt tacked to help hold In place. Matarlal and application rates are as follows: -� Z (A
DEPTH PER
SITE PLAN 1 LINE CENTER OF SWALE W/EROSION
CONTROL•
BLANKET(CURLER 1 BY
y EXCELSIOR OR EQUAL).5
INSTALL CL"B"STONE LINING WHERE EXtSTiNG ROAD NO SCALE Q
TEMPORARY SEEDING•
5:1 SWALE SPECIFICALLY REQ'D BY DRAINAGE Seeding Mixture: Winter/Early Spring Summer Fall lLJCJ 2 Nr 4-00 (A
PLAN. ecRye �g�aln) Rate(lb2/O 0
ac) Rate(Ib0/ac) Rate (Ib/ac) 1-1- 11.1
.=•�?' �
Annual Lespedeza (Kobe) 50 -0- -0-
a. O
•••• German millet -0- 40 -0- Q N N
CC w
Swale Detail R/W R/W PERMANENT SEEDING wO U
Seeding Mixture: W �- Cl
NOaPensasoecicola
§ Rate(Ib/ac) O O
Pensacola Bahiagrasa 50 .0
,
SCALECommon Bermudagrass 10
F
,�' 50' MIN.
LENGTH German millet
Seeding Notes: 10
03
.t 03
Z (on
1. Where neat appearance is desired, omit sericea. 41/ Q
CONSTRUCTION ;i.::p1t OVERFILL e• 2. Use a common Bermudagrass only on isolated sites 3
where it cannot become a pest. Bermudagrass may (n
RR
PROFILE :•'"••,. 21'�'‹.\. be replaced with 5 lb/acre centipedegrass.
ENTRANCE • :' 4 r
U 12' MIN •.,, }-
0 0 (SEE NOTE) / 1,'' •••,•I.:
..I: !•••.. ' • •�j j�:.::��i.�i Seeding Oat _ar \ '. 1's. • .�•'� l- 4'MIN. ,•�� , .:'. •• �j�� April 1 es: July 15
jrlstt
c° in PLAN VIEW , •.•��• I •� '�. • ': i1 aoE // �/�
VII\
N 4,� •• ' ,•:;i ' ••. i!'• sLOPE MANI � Soil Amendments:
R W ' •. ,�•,• ,• •"••,,, •• ^�� Apply lime and fertilizer according to a soils test, or apply
20'- / FILTER '',I••••��•� '��i•' . • :• 1:i aoE ,�� 3,000 Ib/acre ground agricultural limestone and 500 lb/acre 10-
�Istruetlon So•alAcatian•
sees,
�.' '.; FAINRIQ;• • ' ",'.; ;�••, , ^"'T - 10-10 fertilizer
III
1. Stone size - Uss MSHA size No. 2 (2-1/2" to 1") or AASHTO •,'.._': .�.
Mulch:
deslgnotlon M43, size No. 2 ( 2-1/2' to 1-l/2"j. U.. 2 •--
Apply 4,000 lb/acre grain straw or equivalent cover of another
crushed stone suitable mulch. Anchor by tacking with asphalt, roving, netting,
2. Length - As effective, but not I•a than 30 feet.
3. Thldkness - Not lea than six (6) inches. EARTH EMBANKMENT & STONE OUTLET SECTION
• 4. Width - Not Ips than full width of oiel point. of or by crimping with a mulch anchoring tool.
-0 Cri I I Mgrese or •Ores. Mlnknum of 12'.
m 5. Washing - When necessary, whNNY• shill be cleaned to Maintenance:
y . I SITE remove sediment prior to entrance onto public right-of- FAD a'MN. 1'e'a+ Refertilize the following April with 50 lb/acre nitrogen. Repeat
4' Conc. SITE R--30jTRIANGLE way. when washing I. r.qutrud, !t shall b• done on on ( �.. 1--
as growth requires. Mow as often as needed.
Sidewalk TRIANGLE A �� 4' Conc. area etabNNzed with Nxushed stop• whldl drains Into an
1 . . approved sediment trap or sediment basin. All sediment INLET .-.:. • 4. Contractor is responsible
y -
_ ; -. I' s idewalk shall be prevented from entering any storm drain, dNtch, -�- FLOOD POOL '•..'..•!',� for maintaining all erosion control
or wat•rcourp throu ua of sondb s, gravM, boards •!'•,-�•,,;04• ;: -, measures and for amending measures as required to prevent
9h ag .••'. �,• '. •.'. !" . � accelerated erosion from taking place on this site.
R W - _ 0_ �W or other approved methods DEPTH GRAVEL �, •.,•,••.�,,•••• • ••.,% •�• 1 s'MAIL APRON
TI- (NI �D' 8. Maklt•nanes - The entrance stall b• malntoln•d a - PER
FACE .•,. •,.i • •,�•�. 1:-....
s M•, 5. Once all areas have been stabilized, contractor la to remove
N condltlonwhich willprevent trackingorRowing of "a' 'A •' '.% -0••; ••' 4••' ',.•r, temporary erosion control measures, r rode, NT< mulch to SCALE: AS SI" OWN
• '- . • see . •. sees , e9- sNNilmentontopublicrights-ot-way. ThIemayrequire a," ��•!, ..�4,•,••• ,.�'.•,• ..•,••,• restabilize these areas.
EDGE 0F PAVEMENT ST0P EDGE 0F PAVEMENT p•Nodlc top dressing with addlttona stop• a. condtUon•
S!T STAKEe .. F•• •''.�� �'-•'• 6. For additional requirements, see the approved erosion
demand and repair acid/or dNNxlout of any measures used to AT CLEANOUT 1' ILTERFABRIc and sedimentation permit.
( trap sediment^ All sediment, spilled, dropped. washed or �� DATE: / /
NCSR 1509 Queens Creek Road) tracked onto public rights-of-way must be removed 3 7 2007
Immediately. CROSS-SECTION OF STONE OUTLET SECTION
PROJECT: 07-014
Entrance Detail Temp . Construction Entrance Sediment
e t Trap Detail o DRAWN 8Y: JC/DKN
NO SCALE
NO SCALE NO SCALE l _J
NOT RELEASED FOR CONSTRUCTION
SHEET 9 OF 11

,
Wetlands Line Table o
site t� /� 0
NUMBER DIRECTION DISTANCE NUMBER DIRECTION DISTANCE V/ d,
L62 S 85.45'Ol' E 22.36 Llll S 39.39'57' W 57.48 CO
L63 S 87'19'24' E 29.79 ' L112 S 44'39'22' W 38.53 ' f
L64 N 74.01'13' E 37,81 L113 S 62.47'05' W 48.52 ' CO CV
L63 N 48.46'59' E 28.67 ' L114 N 74.18'38' W 26.26 . M' CCO
L66 N 56•06'29' E 30.45 ' L115 N 52'20'54' E 28.07 '
L67
C.) c3
S 45.35'29' E 27.13 ' L116 N 53'21'12' E 37.78 ' Zi O
•
L68 S 60.18'13' E 9.27 ' L117 N 68.02'52' E 45.65 ' O .•n
L69 S 66.44'21' E 34.65 LUG N 39.53'33' E 47.38 ' GC Q O
L70 S 84.48'56' E 34.39 L119 N 25.18'02' E 50.86 t`� 0 a
L71 N 77.11 ' E 2347 L120 N 12.03'38' E 32.45 e.2.
¢ CI) O
'1B
it
L72 N 43.43'46' E 30,91 L121 N 02'00'13' E 24.89 O� o f
L73 N 04.06'28' E 19,24 L122 N 21.23'26' W 40.12
L74 N 00.08'47' W 20,53 ' L123 N 45'52'45' W 15.78 ' w
L75 N 39.20'39' E 13.45 ' L124 N 60.32'44' V 34.63 '
L76 S 88.44'33' E 27.77 ' L125 S 79.59'22' V 35.49 '
"ICJ rn
L77 S 57.10'35' E 38.31 1.126 S 81.13'45' V 36.13
L78 S 73'16'02' E 24.89 ' L127 N 78.51'13' V 30.89 ' �`
L79 N 69'35'52' E 29.81 1128 S 81.16'16' V 13.41
l80 N 45'26'50' E 38.30 ' L129 S 67.36'24' V 43.34 '•ECZ
4ttk /C '+
L81 N 44.21'11' E 27.52 ' L130 S 696'35' V 51.31 ' .••r
L82 N 67.39'12' E 57,52 ' L131 N 44.38'55' V 5.63 '
cn co
L83 N 80'05'24' E 31,17 ' L132 N 63.44'41' E 23.16 ' ,�,
L84 N 58'5719'22'5' E 21.87 ' L133 N 86'21'03' E 39.19 ' VICINITY MAP
•
L83 N 19.22'IS' W 21,87 L134 N %•2103• E 39.19 ' NOT TO SCALE '..n�
L86 N 52'03'50' W 33,21 ' L135 N 70'30'56' E 33.68 ' O
L87 N 17.19'46' E 32,63 ' L136 N 82'17'06' E 36.37 '
L88 N 17.19 43' E 34.12 L137 N 38'38'05' E 32.63 a
L89 N 18'19'59' V 39.80 ' L138 N 18'59'28' V 38.69 '
CV "Ci O
L90 N 29.57'49' W 36.75 ' L139 N 35.41'57' W 37.30 ' \ O
L91 N 02'31'42' W 44,03 L140 N 39'11'29' W 56.98 ' O \ O
L92 N 18'51'38' E 45.45 ' L141 N 44.32'08' W 20.17 ' a I
CO
L93 N 0239 56' 4' W 44.22 L142 S 73.49'15' W 39.13 ' \ ��\ N�
L94 N 39.56'54' W 31.42 ' L143 S 61'21'37' W 39.01 ' \ •
L95 N 53.47'31' W 32.77 ' L144 S 86'58'07' V 38.52 ' Carobell Childrens Home,Inc. co
L96111
N 86'00'37' W 30,39 ' L145 S 87.01'52' W 34.03 \ �\ \ DB.894,Pg. 152
'� o
1.97 S 87.50'07' W 19.08 L146 S 84.15'43' W 33,96 '
L98 N 52'10'27' W 50.69 ' L147 N 15.24'49' W 11.18 ' N/F .�
CERTIFICATIONL99 N 62'45'48' W 27.41 ' L148 N 73.14'46' E 54.01 ' \6O. � (('�\ • CO
L100 S 89'44'46' W 48.85 L149 S 72'40'18' E 22,57 V� John Chaney \ ,P 134 c .�
L101 N 69'54'01' W 58.97 ' L150 N 75.41'12' E 28.76 ' �\ DB. 411,Pg. 484
L102 S 46.04'14' W 29,63 ' L151 N 58.58'02' E 33.87 ' \ P�
I,CHARLES A.RAWLS, PROFESSIONAL LAND L103 N 75'13'10' W 25,05 ' L152 N 74.21'18' E 38,49 ' �\ Z
SURVEYOR, do hereby certify that I have L104 N 00'24'53' E 26.18 ' LI53 N 78.27'30' E 26.93 ' \ \�\ 361� re
O
LI05 N 50.08'59' W 4724 L154 N 16.37'04' V 22.15 ' Amid x 0
surveyed the property as shown hereon in \
L106 N 45.44'39' W 31,35 ' L155 N 38.38'56' W 26.33 ' •
accordance with THE STANDARDS OF /�` vl N 14 37 36 W 57,55 5
L107 N S2'35'21' W 88.24 LI56 N 67.36'18' V 32,50 \ (p .EIP 15 QO
r3 0
PRACTICE FOR LAND SURVEYING IN L108 N 44.04'38' W 31,47 ' L157 N 61.16'35' W 34.49 ' ,•S6 r ?Of,/
Ej�/yi�,�$- ��\ s•2j2 ^NORTH CAROLINA. L109 S 73.42'38' W 34.15 ' L158 N 59.47'12' W 23.04 ' 2 \ \ \L. I pLIIO S 34.02'00' W 58.07 \ \\ • ' ' 6•� / ""��� •\\�y(,x,5,6�9 4•� v J •1
6 cm
\ NOS 09 32 W 46.14 3'3 "s' // --� •�
Nip' \j�\\�JI1Ip N��� / /�j/i�/���/^� \\ ^ �6' Sg °�
Joshua Burgess \I( I t %\\\ / / v . S%-1.fa� , / // /, 1 \� \` � a�' a1
( ,J N/F `- w
Charles A.Rawl , P. L-2491 DB. 1984,Pg.41 ) \\ / 1 i I 42 7/ �� -�_-Y/'/ / / / / / / , \\� \ `� -�? �', Charles H.Jackson U
4.,. \ MB.34,P 34 \ l I l(?� \\�/ 1 I 2 �'�' / / / \ L2 �i
��` �. \ l \_ I -Zt' i i _ / ( / -e--��•, DIf. 1419 P 18 -`r
`�.kOQ.�H.....',�, •.�/�, \ \ \\\�`�/I I I I I I ( i ' \\\\..........7,lI f , '' �•0�'1'D' '� !'yf // /( i� �/ // , \ \\ \ -..4
\ \�\ ✓ /� \���� w
�':QP ti''y: .� �1.
�� \\� ► t t l l \� � /i -/,_ L� \�\\\\\\ \ l \ \\ \ 1 )q l I `1 1 \�\ Cl) o►
SEAL ' =T. \ .2-\ t`\( \ \\\� / ) III \ / ��// �i% \� \-'�� \\�\ \ I I \ \ \�! 1 ! ! I 1 \ \ �/ * ri 11.55'001E Flo ..
s• 22.•0-l� \ \ ?s, \\\\ J i 111,\ c\s. 1 / 7/ /--),,--'tv.�i„as� /� \ \�\ \\ \ 1 \ \ > / ( , ( I J \\ \ ,' zQa.7a /�
\ \ I\\-\ f /
7. .�9 L-2491 Q•: e� 1 I I \\\ \.� /I ) ) I Iw- \I�� J� �r�-1 i,= \ \ \\ \ \ \ / / ( �/ I I l \ \� /
�'9 • �SURNG�,.••'• �.` \ / / I �'..-- �//// /� �g \/ /// �i/�, -�\:� \ \ I \� \ 1 \ / /
/fix// / i/1// /// / I r \\;,,.._-"---.1.-,C"'' --- ) 1.4.)17.- .2/4/////////7/(r,"5-',-,-----2-__________ -2\\\C"--------- / // / / // --_____. \ / \
ti /( \_ i ;40 // / / ///// f -\ _••,� ////��I ( \ I ( ( / // / ` \-- 129889T.13 ft / �__/ /-. \ /
N/F Sr s� /ter. �1 --/ / / I �--- j/ 6�/// � \ ( ( � _ \ \------/ / �• i \ K(
-�1 .. "� ���/ / // ( / %, "1/
/ /// r�\\ \\ 29.77 Acres U aand' --
James D. Hicklen ao sr - /; \��\ i / / I I(/ ( �� D-S'`� 7 1 \\I j II ( \\ \� \ -�.` // % / p\ \\ h� \ I
' I � II - / / III / � � ` / ///// / _ � I \ \\ \ /
DB. 774,P 723 "�G \ 11 I (� r `' _�''i' / 1111 I I / /j/�i/// /, / _\ \ 1 \\ \� / 43244.16 / \c� - - - -
g I // / ,...44.,.<`\ ' \ 1\\\I \\\\ �(r �\=-s�--/)II I ( /�///�//�// //' '/��--J)) \ \ \ / sq• \ . C . S . � . 1 550
S I ( ) ) \ \\ \\\ \ - /i f I II fj // // /i / ///--- J, \ \ e / � _,// 3.2 Roes Well / �� ' ` E
t�S \ \ \ I I \ �.- / //I I \\ \ \\\ \ \\` \-- -' I) // /j / �/ /// � `-mil / / ,/ // �/ si 254.12' Er*, 80'RAW
I \ �// / / //// / .' / i /----
tis �\`\\\ \ \ 1 1 \ \ \ \ ,•/ // / I \ \ \\\\\\\\ �//l • I \ /,//,///// , //�7/� //- / / / /� 1440141.29 S, / i s 11'40 33 W
L \ \\\ \ \ i/- , 11\ �a� J i /,/ // /, /, / �'/�/�_ .../ 33.08 Ades Total ! v SI 7 55 22 E 31.89'
\ �,o• I 1/ l)1I11 J III ` '%//� �/ // ) I I � I \ 1\� / - ,�/////���/://////////:/!:;;,(11/r///,,::1
/ /� �� // N y\i‘\
/ / // . // / / / / // / / \` / /� /_ / // / / / �. / //// / // , I ! •/ \ Diana P. .lelson Coats
�/// ice /i / / / / �\ - / / / / )\ I / l //� ,
\ / / /�//, ////�/ / / // /� /i \ / / / / //� // ( /( / \ I(// / // ///// / / I I ` t• DB. 20dT,Pg.s00 1 1
/ /�l///�j//�/�/ ///, // , // // /, /j'-\���"/ / � / / / / // ^./ / I (( // ///ll'I/ lI(l l\\\ \ 1 I // / \ \ �\ MB.44,Pg. 148 '''
r/i((Y((/ 7 ((//, /// (( / / / / / //�- ! / / / .i \ I Ill ( \\��\ \\`\ I I `' \ \ I
5 ' ( if/7�/ // / // \ .� - / r � / Lob \L\\ \\\\ \ \ 1.� / /...� I (\\\ \"'C- ...__-_- .-_,0/ -- `3'• > >1�\ \\\\\�\ \\\\\\\ I I // / -----~------ .' <
1\ ( ( ( Lam, /,r \\\\\ \\�- - I ( / \�� . \ y0 ��`� // / :ice'+ �i ) )" \ \ \ \\\ ^ ( - / r$ S 1 7 O'24'W bra - N 219.35'1 E Er°
\ \ -- _ �� 7 ) ) vl
Ln
�' \ \� %/jl J))� I 1 / I 1 (o ( m y ) I / I I -- �� \�_�----- -_--` 7 /,// cn
\ /j / ill 1 . \ \ 1 \ \ I J - I Jill I I 1 t • 1 I I//� _
., 4, 4, > i )/ i � �/ (I \ 1 ) J I I I III I 1 I �' ( <�( / ) I �I --- -,
Me v. �' /'� �/j /1 �/ \\\\\ \ I\ U j/ l j l / I j I 1 \ \ \ �(\ \\�1\ \1\'l \ \ I( (I I�/ �_ / rfl
! I I \ \ I ( \ \\\ \ \ \\ \\`III ( /,/'- ) \_/' /// L�
.� * �, /'/� ( \1\ \ \\ \\\ / // / / / / I 1 1 \ ` \\ \ \ \ \\ III \ _ ,-/� / �-- I ---\
�' .1' sk W \ \\\\\\\\\\\\\ \\ / / // / I S\ \ \ \ �� i )// / (- �"
,� W GI \ \\\\ \\\\\ \\\\ \ \ \Jii, // ,/ / / l \ \ \ \ \\ 1111 III I \ /,-�/ • �_/ , i \ \_� \
�, �' � o \��\\\�� \\�\\\\\\ \�/// � / // / / / / I I \ \ \ I 7\ \ I\IIIII��l11 /i%-=� I I I ( III I /��- ��,, 1 \\\ \��'// N/F
W �' -t's \ \\ \\ \\\\\\ \ / �/ / // // / / / I i \ 1 PI// / % \ \ lit l II11111 I �/(//%% =�iiIItIIII\ / __J// \ \' \ -_/ jamea Allen Phillips
.� o '' \\ \\ \ I I \ /-�� CJI
-_ I 1 \ / DB.2047 Pg.807
�' v. v. �, z n ;\ \\\\ \ \\ \ \\\ \ J� /,;//// /; / I , \ i / / L/� 1 II I ��/ / 0 i `\1 l \ / I / I \ \
�, ,� 'r \ \\ 1111 \ \\\\\\�. / / // / / I // ) I ( IIIIII / i 1///� _ 1 \\ \ / I I / r-- .. MB. 48,Pg. 134
4' v' yT3 ��s III I 1 \ \ i i// / / I / /i ! III Ij \ \ /�ii//%%//��� �l \ \ \ \\\� l I l�%' \\ \ \�- �-/ ,
�' `i' W I I ( I I I1 \\�-� , / /�`'/ ( I I �� i'iiJ / / II(II II \ // \1 I \ \ \ "/ 1 \ /_ �� vyi
�. TN
! /lII I \ _ / / / I \ o' j/k/i
iI I11\ \\\_� �i// // \\ �\\\\� �J / III/` \� I �- 'v, �►" W ^// �! I Ii 1 I \ \- -' /� / I \ `\� \ ( °`� �' I III\\\�\�-- iii'/%///\ \\ \\ \ / // % \ ' \ ' /// o�' v, v' * / 11II I \ \ \ \� \/ �- 1 ( II1 \ �, �, / 111\\ \\_ �i�/,,.\\\\\\\\ \\\\� j I\ \ \ \ /�61-0 j �,
v, Marsh * 03 `'' \ \ ---' ) I ( \ \ \ / \ \__.-��-�i // \\L\ \ .\ \\ -/ / \\\ \ .�' E'
as
I 1 \ \ --- / / \ \\\ - ' \ \ \\� , \ N.\ \\ \ \ ///• / I --- StP 2 D 2007
La
y, N -Top, --\ / \ I \-i%�• "� \\\\ \ �/ JJ \ � Wetlands t ��iJ it
)/ii
'SS/12till
`�' V, V, � '(ig \ �--._� \ �..�/ -- _/ EIP .ir :'b",6:81��_ . •' . 'atfl.14' � ..
I62.B6' P
�' v, W \\��-- \ \� i i� /-\ \--/ J W S 12'03'48'W 728,19' < EIP to EIP >
.1' v' �. \ \----�\ \ i/� .�- -v. \
COT
__ NY
Wetlands Line Table
V, W `�' W i ���� �Mv W W W W NUMBER DIRECTION DISTANCE NUMBER DIRECTION DISTANCE
\ `I' \' ' ^\ �-/'� ' * W L1 S 00.51'58' W 25.78 ' L32 S 32.47'24' E 46.58 ' },
V' .Y �o� '�CrJo� v' W W L2 S 13'55'45' W 30.41 ' L33 S 19'06'01' E 41.78 '
a as
\ V, V, W \ (6).N v - -� W V, W `i' L3 S 33.18'31' W 49.71 ' L34 S 38'23'43' E 116.99 '
co
`3' .y N, W W W W LI S 43'47'49' W 33.87 ' L35 S 16.50'40' E 37.01 '
v, `3' v, \W V, W W NY W , 4, `►' �. W W L6 S 43.50'23' W 62.72 ' L37 8 64.43'10' E 4825 ' V "'
0 .-r
NARsk
L7 S 32'16'18' W 42.82 ' L38 S 55.27'41' E 34.28 ' t� al
W V' W 104280.35.y.F. V' Mq�sh * ��� 3�'� `i' W L8 S 29'02'41' V 49.25 ' L39 N 78.48'53' E 21.09 ' a
v' v, 2.39 acres�' �l W 4, •Y L9 S 18.02'38' W 33.61 ' L40 N 14'28'34' E 25.34 '
W v' \�, W W W S �, W N� LID S 02'13'20' V 42.07 ' L41 S 17.40'30' E 12.05 ' , U
�' v, V, W `1' �, W Diana P.Nelson Coats Lll S 05.20'05' E 29.22 ' L42 S 35.50'19' E 57.35 C�1
\W L12 S 00'56'25' E 36,09 ' L43 S 64•5I'31' E 33.96 '
.y v, v, ��� '� W v, W `I' DB.2047,Pg.g00 L13 S 28'06'35' E 46.81 ' L44 N 83'30'53' E 4120 ' a A,0
�, �' MB.44,Pg. 134 L14 S 28'52'32' E 32.10 ' L45 S 83.57'11' E 33.47 ' (� A
'1' V, W `i' W L35 S 01.03'15' W 62.22 ' L46 N 80.55'32' E 37.57 ' LEGEND: R.
W
.y L16 S 03.29'01' E 46.38 ' L47 S 68.21'18' E 91.12 ' �',Eo .-+
W
.y y *� * 4. 4, .� L17 S 23.24059' E 39,44 ' L48 N 84.31'05' E 57.59 ' EIP... Existing Iron Pie F 111
N, IP LIB S 05'39'04' E 33.49 ' L49 N 77.42'35' E 32.07 ' P o
.4, �, a." ,5 f * v' L19 S 31.07'12' E 26.85 ' L50 N 00'47'25' V 18.74 EIS...Existing Iron Stake w Z al.o"
./. N, 4 4, ./, L20 S 86'14'03' E 9.88 ' L51 N 22'05'59' E 15.32 ' 'D b0 m
W4. 4�:'sr31, L21 N 15.41'23' E 53.57 ' L52 N 01.25'21' V 38.95 ' EPIC"'Existing Nab a
1, V' W v- L22 N 06'14'31' E 24.59 ' L53 N 12.21'27' W 36.75 ' SIS... Set Iron Stake ill
L23 S 68.13'50' E 17.55 ' L54 N 11.05'53' V 49.96 '
N' 4. �►' v, ,y.4 i
L24 S 05.57'50' E 35.93 ' L55 N 62.00'53' E 59.35 ' CP... Computed Point
`1' .� L25 S 04.00'49' W 32.99 ' L56 N 28'09'13' V 27.93 '
W L26 S 23'59'56' V 37.54 ' L57 N 47.30'37' W 36,91 '
W� 4' WETLANDS CERTIFICATION L27 S 00'I8'34' V 37,86 ' L58 N 12'56'19' W 41,54 ' CAR
v' L28 S 19.53'27' E 46.62 ' L59 N 10.46'21' W 28.52 '
y W / L30 S 178'39'27' E 35.59 ' L61 N 03.00'53' W 19.38.07 '
/ O�j This certifies that this copy of this plat accurately L31 S 09.03'36' E 46.32 ' .PL.4NNLN'G
I CE: MAPPING
' �� J depicts the boundary of the jurisdiction of Section 404 SURVEYING
O\\\\ �\/ / of the Clean Water Act pursuant to the 1987 Corps of DB. 2454,Pg. 611 DATE SCALE
\ \ `�v Engineers Wetlands Delineation Manual as determined by DB. 2047 Pg.SOT
\ G' / the undersigned on this date.Unless there is a change MB. 44 P 134 IAA
n cig
g• IA
in the law or our published regulations,this determination MB.48,Pg. 134
of Section 404 jurisdiction may be relied upon for a period Onslow County Registry CID
of five years from this date.
100 0 100 200 300 CAR
Corps of Engineers Date
■-a=■
Scale! 1' = 100' PROJECT NO.
- _
206-2547
CADD FILE
- D:\206-2547\Base
L

REVISIONS
DRAINAGE PIPE CHART
__ -- OUTLET Legend -.
AREA Q10 DIAMETER GRADE LENGTH VELOCITY ,
\ \
PIPE (acres) \ \ TEMPORARY GRAVEL CONSTRUCTION ENT/EXT JI(cfs) (inches) (%) (:1f) (fps)
"A" 1.08 3.10 15" 0.65 :31 \ \ SODDING (SV�1,
B" 1.32 3.79 15" 1.00 18 6.0 \
"
"C" 2.33 6.68 15" 6.10 20 MULCHING
"D" 2.78 7.97 15" 6.06 :1.8 14.0 \ \ RIPRAP-LINED CHANNEL Will0
"F" 44.1 57.5 48 1 .00 60 13.0 �' \ \ SOD-LINED CHANNEL a �' r_
0.69 1.98 15" 2 .00 20
"G" 1.43 4.10 15" 4.00 18 12.0 \ \ LEVEL SPREADER ar.
OUTLET STABILIZATION SIRUCTIJRE �"�'"
"I" 1.39 3.99 15" 0 .65 18 4. 6 D[P �4 PG 1�, \ \ �,
\ \ ~� -�- EXCAVATED DROP INLET PROTECTION (TEMP) C
If Area <10 Ac If Area > 10 Ac \ 1 FABRIC DROP INLET PROTECTION (TEMP) IIE
503
Q=CiA Q=281 x DA RCP Reinforced Concrete Pipe \ \
tc=5 min. where DA=A/640 LF Linear Feet \ \ BLOCK & GRAVEL INLET PROTECTION (TEMP) MI
i:L0=7.17 in/hr. FPS = Feet per Second \ \ TEMPORARY SEDIMENT TRAP
\ \ SILT FENCE ---sf-- -"-'
C=0.40
uris
NOTE: �^,
�I 11� ROCK DAM
1 . Contractor shall use NCDOT approved RCP or HDPE (2 wall) for all pipes \ '� CHECK DAM -► ►w
\ \ xI im
underneath private roadways. \ ciI I� PROPOSED FINISH GRADE )
2. Contractor may use NCDOT approved RCP in all other areas including driveway pipes. I I PROPOSED 'TOP OF CURB GRADE ,r11C-47,541
\ \ \ I 1 PIPE LABEL "A" ■
\ :.,:, \ N/F DB. $94, Pg. 152 2'onedT T N/F John Chaney DB. 411, \ R-8M County Tax Parcel ID09
C"'�TJR. PAD �CHF'DUI E \ e Pg. 484 Zoned R-8M County1314-29 Carobell ChildrensI I` N oRIP RAP ti a Tax Parcel ID 1314-28.2 �s``' _\ Home, Inc. 1 ` ._ u�\ `tip * 00 , `., ?9sa , ( MSized using NYDOT D:issipator Charts. �- �' a� ✓/% - = L.. W'''� ,,�� \ 9 ";���'� '�'�.�� -v H Ex. Inv--23.17-�aEt _ /71al G7� �` � -/ � � , �5 I..-..i..Ex. Inv-2:S.09 W � C.�• �(. N ,i ,'i ,r / i \` _ �* N F DB. 1419, P 16 .I WVELOCITY LENGTH WIDTH T'.�I�E ' ��,o / / - v� / 9 CU + G. •�RF:SP # (fps) ZONE (feet) (feet) S".CONE ' `�� / , / Y I° cn w X
94 f \ Charles H. Jackson Zoned
1r 4i / //' •''`� tit `cb Ex. Inv 24.49
{ ` RA Count Tax Parcel Iq
I. 6.0 2 I
f
C1"B„ 'N/F Joshua Burgess MB. 34 X \ `, ; i�� J / / / I CL"13" ��� � :" .���� �'� / / �>S 1 vEx. Inv-25.09 C: U 1 _3
3 13. 0 3 32 12 L I Zoned R-8M CountyTax /! ` -' _-_ � �� ;// `'�� ��'"� -
Pg. 34 DB. 1584, Pg. 41 'j` /I \ \ ,/ �w / _ \ .•
�� " n `�� �l! i ��\��\� �� rr' j/i - ' i/ (� �� �1�\ _ � ��--^ova EEx.lnv_�q� I 2.
4 L"2.C1 2� $ 5 CL"13" \� ,‘,/,,„,���� ,.� /� ,�� /' 0;/-� % �� /' �� \ �� V-_ .4 Ex. In 26.45 �I r t0
Parcel ID 1314-•36h 1 \ I i _-
�,r 4. 6 2 $ 5 C I.,rrl3n \ 00 �.A a %� ",0,,,,. ,.,_ ,� �( / '\ f ( .. Z 4�j
�' , �/ y\ 8 I V 44 Ex. 15" RCS ` I Ex. Inv-2e.15 E
.�� ti,, ��\ ; �.Il . ,r.� �_ '�"... / �, �'V ,� --- .,A �.��. �.� E..x. Inv-2Ei.49��. VI y '�j O
1 / /��,% �/ - \A Tapm2s.94. Po /- , ��. , Exist. Pipe o O U7
V�� !� %`i // J �) "�A.2 � �A Inv=23.76 v - l PROP. 4' C ETE r*1� '� x hiv_.. 0 L- ro a CV
V�. ri / �. c, E . 26.03 lxJ
/� i. � !�'��� � .- ( "'T` '-E x. Inv-•26.39
SIDEWALK
i �.�...: �v Inv=17 Op ui 170' Ct
\ 1 AV \\\\
��V�V /��� /'" - - s�Q ,� oI:�1v - tom '_'�._Inv�23.5� SI T-- .Z7 �` 'Ex. 16" RCPire. C i wi ' �!r! / 0T� .* TRIANGI E O O
�1 / ) V A 1• ,. / l'/ /'/ i��-."... - '1- ,��- i. -4-7---. `Ex. Inv-26.46
7
al
\ti ti4 Flood Z9'n X� _ // �. ✓'. -22�_ �ti - -- _ 6. ;' 1 C I �.
i B .
_
�� / / / / I 1. ii \ / , / ,. �� Curb Inlet _� �2 _ FtETE �10EwA�' .,.yam_,_'!` . r0
,
����..�"/// i �) ��\ �, -! •' / , = Tcrp=22.31 yr ���_ `�__ � ��, _ p" tLi
e �/ �� , A �,�/ I ��,� �, j / / i 2a Inv=18.09 f;�� � ��� i ,1 4 f � - F_�= i ---tl- ra CtK I 7� M Z
ja
://
�� ''y - --�'�� �... _. /�� s _ -/"I/,,/���/ � i ' �\. i -'-2g, ^'^ 'A /' ---� Tgp�2.1 1 1-. e' / - \� - "'"►►
�� c°6 �� ` - / i i _ �6 '%'> '' /' - / /// 1 i I v - .,'t lnv=i'.3� V: i�+� / p= ) 'X70
CONCRETE SIDEWA
N/F James D. Hlcklen DB. 1J t. 't" ' tFj. -._-_ / �` %/! !;' y G �� �j // // y 1a. 'ti � �.. sl(iti7' �I _� _ _
1
774, Pg. 723 Zoned RA �� '� �v i 6171 / �%"'". 5, / / ,- / ' / , v \ 6 TrtlA,' � '►
County Tax Parcel ID Flood zone - .�'. -/ ; , / , y \ 3^ x 5t
�, v=2..96
Fllood Zone I \\ ( Flo9�-fin-�. % '' / �'`+ �r� ' "' ' '''/ / �( c I MNCSR 1550-JUMPING RIJI ROAD
1314-^37 �! \\\\, • I N \ti,L- 5 /'' , / / C'p1 - ,A „ -.- A f l's .. -.r ' . 511"4C133"VP�Fir. iyd� I _.
x shaded X r i 1 \v`� ►� x sFo� �� �//� ! DRAINAGE N/��E (PUBLIC fi0 R/W)
tip,h/) \ 'V A__. / • /. / 7A'( -)� PROP. 4' CONCRETE
Exist\ 1 oed''L rie-- / �i j �-- __ of I j� 4" CONC., ,{ Ewst.�"<' I -� -_ �. - _ � 1� .,.��
Cf. ,\\ I ' A _, / h v\ �.. vI, 9 1 %% / / " AREA iv ))/1,),41....._ SIDEWALK Water %
\ V A I .,- �/ 1' >' / to VA .,, \ AE-8F ��/ / / , /J / '//�/'' Coo/✓,/ `-`•�+-. '.` ti✓ J ` Valve L�
Flood Zone AE I A�\ , 'L �/
)., „.„..- -,.)).,,::‘ .„). .,,....- ,, , I..„...„/_} ,
�/ 1 orb o) / �. � � 1 N/F MB. 4,4 Pg. 145 DB. /41.17.
b/i ', ', I Top=12.22 h i I \ A', / .r'' V ``✓ /� , x.i / \ /� 2047 Pi 500 toned RA
� j Inv=5.12 �; / �' Ll ® , �./ � / i' / )(. o / lram'/ �/ i 'i � ? 44
�, ty . Nelson/ �� Coun Diana P d
-�1 '° Inv-=0.60 r,% ' ,v`` /'//,'/ ; / ; 7. ® 3 - ' � � � .x..,G Coats Tax Parcel ID -Ez. Inv-7.5.12 Q �
�' \tip i ► o iiM�.� '�-.,•;f�1�g � / l / i'r % .y 1314-28.6 IA.
/, �` , 3,,, t ,ice ri / Ihk � (� a .
el.n< r Aiaiii b `� ;4 / 1. I11 Ex. 15" RCP
i /� - / ' ( ' /� ��.: i. -,_. - _� r_ . _- ► ,� I = t� 1 - Ex. Inv-._4.63 1�� `"
l I ( X \µ rb Inf .i[��� � it r 1 �; Ex. Inv-26.54 4 4G
-�1�, /' �r �- �.. : j - DRAINAGE -. .-�
_ __Top=12.22 .� �i - � / v �,�I / _ . , 1 i Inv=4.72 Atli' q.;� `' ' ,f+PNt„ � i%�: • 1 I w
\ I►►i' o AREA 1 fl E 16� CP 0 #
Ex. R
\`, 1 z / r T \ ^I'/_,), k , ,, _ , , \ \ --,„,, -..___"\''\---....----.- \ ' , \
\ \ \ r / ' /// 4Qfl,4P0d
_�_ S�� ii - - � C8' r,...y / 1 uo '5 �'-- �,..v=0.00, !- __'11!eatoil� I "� _ - �-\. ,/� . ..�/ to
77
, - \ '; �A ill b
i' � �. ,A,; �` ___ e
-
,Ik ,,,...__J_ , ,/---) t // --_,
II I II 11
) 1 , 0 -
i
�2
V `�'� �', \ ' / /. /i %� r� , �" �\ \ 1 I • , / // / N/F MB. 48, Pg. 134 DB.
� �\ v \ i�,^�' i ' ' / '^fir �/ r \( WEB ANDS ��♦ A \�'�r� I ��. ��I ,-.'�1/ I r"-�__ t o ', v 1 ,/ N 2047, Pg. 507 James Allen 1
0 \ y v �� / / / T y - �A n'4I i N CONC. _ /i , N 171 v \ i ---- 1' Phillips Zoned RA Count Taxti
\ / ti° > ' op=12 1 ,\ S DEwALKi : \ I y.\ \ Inlet �.,r \ ( I 1 `Y /' ,-,>,,--„-:---,.;,
`` 1 i� Parcel ID 1314-28
To 12.71 �Inv=5.56 V "
-� �\ \� Inv=!B 71 /� ��' �� > i��I I .e! /h \ ,/,_-_____-_,-;_,-i 1i(� \44,,,
4. 1Lid
\ G.
,- `1
i
,---) '7
,, • o� Inv=9.46 r = i. r � �� i • - e
� � � _ s E� �% v '�- 1 - - .y I y� z.
�� �� d VA� � _ _ °` , '/', saga r \ I C)
I \
--� sl>�C ALCi<� ,\ ��.A �� A _ :2. , , ,, .d.-, ,7, \' 001rZek \ „,..,.+7..Q
II
±:, '
eTL ANDS ♦ X i I I I < VII (IC
8 -� ce / � �i ��y
\ / r _ --�! �,/ °° I Line L.L.1 o -F
_ Flood Zone X
\ O
r \ \ `�.� 5_ -_ - _'�.',: -- 1) 0 Flood B ndar I 4- (.1.�
CO . i �� )i 2: ct
LU �i < I Flood Boundar Une
/ 2 ._ 7 < W 1-
o
WETLANDS / s`6'e RECEIVED 0 I-. li <�
0,1
\eL
GENERAL NOTES. BUILDING SETBACKS
� � ® ~
\ �'' DRAINAGE • Front ... 25' SEP 2 2007 II- X
1. Owner Developer: Side .... 8' L i ; o 0
� AREA 1 Shadowcreek Estates, LLC Rear 15' .-.1 all ..0
L�j et \ / ' 6�� e1047F M Pg.B. 500 4, Pg. 134,
RA Emeraldx 4505 Isle, NC 28584 Side Street ... 25' $Y: 0 44k%t Q (�
CV �S County Diana P„ Nelson
e�' Tel. 252 393-E1058
\ �� / ' . Coats Tax Parcel ID �I
Ct
C`1 / 1314-28.4 LEGEND:
�- r
EIS ... Existing Iron Stake
0) / 2. All Sect. 404 Wetlands and other SIS ... Set Iron Stake �J
-0 s
areas of environmental concern are C-)
s' ,4 shown REFERENCE:
4OWNER & DEVELOPER:
3. Community Onslow County 370340 -
C� Panel # 5344 J DB. 2743, Pg.. 804 Shadowcreek Estates, LLCV\
/ November 3, 2005 DB. 2454, Pg„ 611DB. P.O. Box 4505
Emrn •
. • 4. Total Acreage ... 33.06 Acres MB. 4047Pgg13407 Tel°er(al52jyl22 C41 28584
5. Total Number of Lots ... 44 MB. 48, Pg. 134
/ Onslow County Registry - .. _________
la 0
Q 4p) al ry-,
�[ 1111 ���� Cfll a SUpplienlenIR J�_w /
co
�._ NOT FOR CONSTRUCTION /
- SCALE: 1 " = 100
0DATE„ 5/16/2007
GRAPHIC SCALE.
CV
U u BOUNDARY/TOPO SURVEY AND BASEMAP PROVIDED BY: a 1p o 50 100 200 w° PROJECT: 07-014
CHARLES A. RAWLS & ASSOCIATES INIMINIMMINMEMESIONOMIONP
a' 1117 Hammock Beach [load, P.o. Box 1126, sWANSBORO, N.C. 28584 IN FEET )
DRAWN BY: JC/DKN
1 inch - 100 ft.
SHEET SUPPLEMENT
CO
0