SW8930308_APPROVED PLANS_19930526

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 °13030&
DOC TYPE
❑ CURRENT PERMIT
© APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
jc I 3 O 5 2t0
YYYYMMDD

CURVE
RADIUS
TANGENT
LENGTH
DELTA
DEGREE
CHORD
CH.BEARING
G-1
205.00'
6.17'
12.34'
3.26'55'
27056'57•
12.34'
S 39.57'51'E
C-2
471.06'
6.76'
13.52'
1.38'39'
12.09'47"
13.52'
S 12.52'48'E
C-3
255.00'
15.18,
30.33'
6'48'03'
22.28,08,
30.31'
N 38.16'52•W
EXISTING P-K NAIL C/L INT. N.C.
HWY. 24 8 N.C.S.R. 1117(HILL ST.)
m
/
/
/(1009
CL
318.11 14'h w \ m
I RESERVED BY OWNER /
a
0 E.I.P.
RESERVED
I BY OWNER 14 1� ao
EMMANUEL BAPTIST CHURCH
BK. 304, PG. 350
I `� 'm• C- 16,149 SQ.FT. O
W
to.
N t�5� LF IT"j
N �
' r v RECREATION AREA R /
w 23 o `P27,�SO.
0_ J
17,237 SQ.FT. 17,661 60
� '- E.I.P.
S j/010 P'61.63• 3.26' , j• ID ' Ifi T31
/3p?g44 E �4J � 56 6S�
n R-50. T7 6 1•W 1
ro 22 m� a 6 p 5,012 SO T.
w 15,966 SQ.FT. ' p /�•G r�
O 4•4 - 4 A'�� 77°56'31W JJN �ETAIL. '�OEEr
00
16,505 SQ.FT. r' '015,000 SQ.FT. $ 1
16,94 SQ.FT. m O.00 $ S 77,56,31` I Cilims ���A�IIi�JGc��
Li _ o I?NYc ►-�`�L7%mace-G�
77° g6 31 i s Igo ro _ O S tY �GT{11 L
g0.42 � 6
*00
15,200 SQ.FT. ? 15,000 SQ.FT.
Q m N 00 S 77 56'3 _
g0• O' j 5Q.00' 1 N
O
a 0 17 6 26.40'44'5 S P W CEDARDEEN SUB'D.
Z 17,142 SOFT. 'emu. 1,197 Q.FT. $ 15, Q.FT $ O - M.B. 19, PG. 25
OD 96 A . /2' ll6.70
ca ;� yRoP It
O� ` b Z sT
JOHN S. ONES SUB'D. O5 S 88.56'23'E
3.84' R{OI.0sM.B. 1, PG. 113 A 071°55o6'p301 Y m�,
yy S —
9 N
15, Q.F •� 4
V 3 n 19,402 S T. = m S 86031' 16' ` nQMs
N 0 6 $ n 15 8'
O C,`f�tca��
Qc17,261 SQ.FT. S 76.59,p/. 7
3 184• ¢ 15 Q.F , p0 g Bs' O
N 81.23.51'E N ?80/2 Oj• o
100.00' a 14 a /87.83•
"., 19,3 SQ.FT.
\ p
j pJ. ^1 \h • Q' O
21,972 .FT.
N
16,662 SQ.FT. P, 4 �
171/tee �1, P ?6j8932 � c`Po
N B1K3'S1•E R= 00'
O 8
23,100 SQ.FT. .
1�
17,896 SQ.FT
12
h
_ 1 �
N � O
N
/ P
17210 F?
&° `...
/ 3�l o�if, J v \25 - g
17,920 SQ.FT.
IYyy
2\g1966o2y I ..
5
W.E. JACKSON
BK, 132, PG. 295
0
MAR 1 2 1993
D E iV],
3�11.
VICINITY MAP —NOT TO SCALE
Pi FE -:�-764EWLE
hizE CrZAI lA�.-Z i19CA C�
pA K5'4'pc.F ?.oAcfe�, Z,4cf5
I,Z i�Lres 1,4tF6
5, 0 acres (0.2 cF5
v
Dpvr OAD
SE�Tia�l. A-1�
�br ib SCALE
SEDIMENTATION AND EROSION CONTROL PLAN OF.
Bud's Retreat
TORN OF CEDAR POINT
1T= OAK 7 TSP., CARTERET COUNTY, N.C.
SCALE. 1 " = 100, DATE. FEB. 22, 1993
SEDIMENTATION AND EROSION CONTROL PLAN BY
JOHN P. MCLEAN ENGINEERING ASSOCIATES
106 MANATEE STREET
CAPE CARTTs'RET, N.C. 28584
(919)-393-2219
100 0 /00 200 300
GRAPHIC SCALE — FEET
S. 8 E. PLAN, JOB NO. 92-433
/,J/ COGO 8 GRAPHIC FILE: 92-433
S�FEr 1 dF 'y_ LAYERS T,62,63,65,72

( ()Ns, 1li111'1 MN SI.QIIEN(
I. (Ihl;lin Scdilllc III AI 'II ;old Flo, inn ( ('111 oI I'I:ol Apprrlcal helms
any land di'lnl binl, at It%it it hcg�iu.
�- (1III sl 1111'1 con cl l n, lion 1.1111ant,r.
;. III Nt-111 any s,'tlilll,'nl (or I1111 it) ;IN 11 i cs 1AIIP1I' lo;lllit,A as cnnsliuclion
proplcsses. I'ov 1,:tIIi(it LII attention to shot: d.nus in (filch lines.
4. (;r•ulinl! shall be d„w t,:rtelnll( only it the pu,jcrt is ploleeled
cn ;uly s(cdolo ,•I I,$ Ilowlf m uted is dirvI'1,'If oll silr•-
t. ( feat and III uh ,It •a rc rl Iwill, of -(say, inrllldinc dry rcicolion pond.
r,. I inaliiv rfe:oinr :II]J routine. nt (Iry Iv1"111 It p,nld
7. (on,I r[It rl,.Id'.h G. Mill hr, of IT II„clinll In;nlbed and Ilil aII Ir it u,lll
:I ns ;ud 'dn pun J- :n eu nmlh of tut 2 (rrclraliI alrnl_
R- In,l:dl clIitII rle pit r, nl NIrrl iu le l,et Iim IN I I„Icrlinl! each with
tilt lenccs to r,r nlr pipe•; :ne unl allmkvI I,. till ,sigh sc(IiIT) c111
'1 Install ualrr moor. and ,rl I h(thanls.
III I ioc KI;tdc ;III •.II " ,nLplade nl dilt,I!� c ;nlil road u';n'
III, seed. Irl lilt,. I an,f To nlrh (nr ulch all 1, ul 1.1 nor It cal er ).
IZ Intl all mall InaJ i i fo ^%Ii� tom 11;1(11 Ill.
I I. linlall 1 ) a,ph,,ll i•a, inr,.
I4. Il, (I :I, ❑Ii� , In In n, i,l (cl't'I nli,r P.Innnd
N(111 An( IT; 1.1 It In tin ll pled, .hall I, "'drd upon rum plcl it'll.
G Nl.gi
sr J`�{�: `1J
i ,/.kY�;•tL
;L e
I (I`;NI Itl ( 11(IN I NI14 VN( I.
not to scule
i
" n
Tit-
FAi3Rlc
1
SEEDING SPECIFICATIONS
I. Chisel Inpcoil and scarify it ncccssary it, prepare ,seed bed.
2. Rip thcc entire area at (cast 4 inches deep.
3. Remove all rootmal, debris or foreign material, leaving surface
reasonably smooth and unilorin.
4. Apply agri(ullural time, (in ah,cnce of soil lest, 3,1111(1 Ibs per acre)
fertilizer (111-111-I0al a late of 5011 - I,000 Ihs/acre) and mix with soil-
?. Apply seed on freshly pt.cp:ocd hed ;nrtl cover seed slightl} with
cultipm:ker or other scedine equipment.
6. Mulch immediately w% sshc -II straw nr h:Iv tat a rate of 4.001) Ihs per acre).
Crimp mulch with anchoringt equipment or with disk set generally straight.
7. Inspect all seeded areas ;Ind make nccess;ey repairs or reseeding within
the planting period.
SEEDING SCHEDULE
Shoulders, roadside ditches, slopes Imax 3
Dale
Type
Planting Rate
Mar
I - Apr 15
Fescue
120 Ihs/acre
Apr
15 - July 30
Hulled
Bernnrdai,rass
12 Ibs/acre
Apr
I -July 15
Sericea
Lespcdcia
all lb,/acre
Slopes (2:11
Mar
I -June I
Sericea
Lespedcia
sit Ibs%acre
and Tall
Fcscuc
611 lb, /;Icre
Mar
I -June sll
Hulled
Bennudae,lass
I' Ihs/acre
Additional inlurmalion is available for different grass carielics, by consulting the local Soil
Conservation office in Beaufort. The seed schedule offered herein is sufficient for local
conditions. Allow Scricca to (e,ced by not cutting until the fall season and plants are mature.
M1
0.11-t
5'+
(11
Section A -A
Pipe Outlet To Hell -Defined Channel
SEDIMENTAT70N AND EROSION CONTROL PLAN OF:
Bud's Retreat
TOWN OF CEDAR POINT
WHITE OAK TWSP., CARTERET COUNTY, N.C.
SCALE: 1 " = 100 ; DATE: FEB. 22, 1993
SEDIMENTATION AND EROSION CONTROL PLAN BY.•
JOHN P. MCLEAN ENGINEERING ASSOCUTES
106 MANATEE STREET
CAPE CARTERET, N.C. 28584
(919)-393-2219
r
SPIT 2 of 4-

I
Z
C/L INT.:5+28.20=0+00
N 118% 48' R.C.P. 2 5+53.21 BUD LANT (50' R/1I) C/L INT.:8+98.21 -0+00
' A C INT. � C/L INT. — 0+00
— --�--r
5+ 1-- +— +_
C,� PT 6+00 7+00 .-- 8+00 _ CPC
8 %
/f 4+00 �\�
} PT:5+53.21 �} PC:9+87.61 C\
PRC o I } 15" X 48' R.C.P. 2 0+30 0 I
C_ I 12" X 48' R.C.P. 1? 0+30 /
�'
+—I+ - —2+y00 +� 3+00 PRC:3+22.53 PC + g� � $
C/L INT. _
PC:2+26.19
1 -{ 1 +33.86 + i
O 10' X 70' SITE TRIANGLE
N = O' R-50'
O I +85,00
z W" LT�R COURT (50' B/ r) 13+04.57
O
Ao II DORA COURT (50' BIT)
S ' K/�✓ - __ `
vrHr. R. So'
c
'A 6
Q>25 P,
Surveyed and Desijned by: Lc�uL f' 2/uE,✓f/alL _ I �ii✓/S/on! /(aA�` �r
Alen Bell Surveying
546 Cedar Point Blvd.
Svanaboro, N.C.
(919)-393-6101
Bud's Laney ° ,!
1104
N. C. 56
I i08
CROATAN
1108
1264 1111
1107
ti1,e /, PG /73 q 1106
p%� 111e
P 1114
26, 1227 IIIY
0.
rr�rrr� 1113
�•••" ��•r.� SWANSBORO
rF•gM �ARO��'+, 1202 /
1• Q ••'• �STE •' '% �: \ 1214
O: F,�+ ^ RF°�7
" ! O • r ,
�< E*ll §n`-. 11 INTRACOAsTAL ATERWAY 56
1-Z69 p,r
J.
S
,[/r� 9 A. •-•""• i ATLANTIC OCEAN
q�pN'�,.�` j
(l%
V/ VICINITY MAP -NOT TO SCALE
,
CXL CURVE DATA
CURVE RADIUS TANGENT LENGTH DELTA DEGREE CHORD CH.BEARING
C- 1 230.0' 48.9' 96.3' 24000'00" 24°54'40' 95.6' S 29*4I' 180E
C-2 446.1' 118.0, 230.7' 29°37'50" 12°50'41" 228.1' 5 26°52'24E
C-3 230.0' 189.5' 317.0' 78057'28" 24°54'40" 292.5' S 27025'15"W
3S S/ 4
_EC77,,A1 A -A
✓Mn�ETC/SAL CuL DE -SAc
NL CuKL? f� G 1fTEK-
HORIZONTAL SCALE: l = 100
VERTICAL SCALE: l " 2'
GRAPHIC FILE: 92-433A
18'
0
cq
/6'
El
7
l4'
V) vim
\
\
,
II
40
4
��. tA/L' E = Lh/ STt✓G l�I�f,N �> �,,J �1 iAr10 A�
zLLE ✓A''cn✓ du�� G� N /1. t�l . /rIZ

Z
C7
Z
N
I
2+00
' .__
C/L INT. +_
o 10' X 70' SITE TRIANGLE
'�
v
Io 1
o
1
Surveyed and Desitned by:
Alan Bell Sur►eylAg
546 Cedar Point Blvd.
Swaneboro, N.C.
(919)-989-Q101
C/L INT.:5+28.20=0+00
18" X 48' R.C.P. 2 5+53.21 BUD'S LANE (50'
+0~—
50 C INT.
C'% -� PT 6+00 7+00--
f /E 4+00 PT:5+53.21
19 +}
� PRC p I } 15' X 48' R.C.P. L� 0+30
C' 3+00 I
PRC:3+22.53
—
PC:2+26.19 R- 50'
I +33.86
FJAWA LW COURT (50' RIW)
Tl�r�/Ci�iL L`,t`'DS.�'�EC/ -�_<' i�_S f�E,f� r'�'/V�
14mma Lee Court
. / P
R/w) C/L INT.:8+98.21 -0+00
CAL INT. — Ip+pp
{--
8+00*
�
0
+} PC:9+87.61 C
12" X 48' R.C.P. C2 0+30 i�,
$
\
+
R- R-50'
1+85.00 13+04.57
DOR9 COURT (50' R/)r)
CURVE RADIUS
C- I 230.0'
C-2 446.1'
C-3 230.0'
o� �ctcJ �S L,c7/✓E .•`�1� �l�'•
OQ• : G\ST RF %! t
��
•,,,, A!7i , ,
Don Court
TANGENT LENGTH
48.9' 96.3'
118.0' 230.7'
189.5' 317.0'
1104
N. C. 5e
1106
CROATAN
IIDA 1111
1264
ky 1 107
1108
y�
111e
9
1114 4 Ifl9
1113
SWANSPORO
1214
EI+0p
�ATWAY�C
1NTRACOASTA" H C• 50,0+00
ATLANTIC OCEAN
VICINITY MAP -NOT TO SCALE
CiL CURVE DATA
DELTA DEGREE CHORD CKDEARING
24000'00" 24054'40" 95.6' S 29041' 18"E
29°37'50" 12°50'41" 228.1' S 26'52'24"E
78057'28" 24"54'40" 292.5' S 27025' 15"W
HORIZONTAL SCALE: I' _ I00'
VERTICAL SCALE. l' - 2'
GRAPHIC FLE: 92-433A
l8'
16'
14'
.�
If
E"EXISTING MEAN GROUND ELEVATION
P=FINISHED PAVEMENT ELEVATION
D-INVERT DITCH ELEVATION
ELEVATIONS BASED ON N.A.V.D. 1929.
__.