169-04 Oversized Plans

1, OHN L. PIERCE, C€ RTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY Mg,UNDER UNDER M SUPERVISION
(DEED DESCRIPTION RECORDED IN BOOK PAGE , ETC.)
(OTHER); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARI,Y
INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK Mom- ,
PAGE f)U ; THAT THE RATIO OF PRECISION AS CALCULATED IS
1: THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIQN4JURE,
LICENSURE NUMBER AND SEAL THIS'V DAY OF fgk{ , 20Af
Y�dR
/v V
�••
®Q SEIIICENSURE NUMBER'
cc:25P5 0: ,I,O
SEAL OR �$TAMP<,
9�D S�Q.1.�,
Q
,n/l1u111110 0"\
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT PURSUABT TO THE 1987 CORPS OF ENGINEERS WETLANDS
DELINEATION MANUAL AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION
MAY BE RELIED UPON FOR A PERIOD OF FIVE YEARS PROM THIS DATE.
_ �"I
SIGNATURE OF U.S. ARMY CORPS OF ENGINEERS OFFICAL EDGE of EXISTING
�. CHANNEL
APPROXIMATE \
- - - - CA OF CHANNEL
DATE OF SIGNATURE `1
N,
USE 'ARBORTAPE' FOR GUYING
ATTACH 'ARBORTAPE' TO SUPPORT POST
EDGE OF EXIs-nN(;-, `. \ , POST PER MANUFACTURER RECOMMENDATION
TOPSAIL SOU.ND \ \ \
ZONED-R5
1
MEAN HIGH \WATER LINE
AS MARKED \BY CAMA `
�5
� f 50' CHANNtt\ \ i
1 1 1
P
6 /c �.� �. ' \ + 1.30 1
rltr _ _ 26.74'
EIP - 7. --,,--- MEAN HI
\ ------ ,r 52.42 � �.
N51' `i�w CAMA LINE � � 4 �29'�?4 C AS MARKED�AMA
STAL WETL DS �` /09
TREE DETA-
�t i \ + 9j)OE OF EXISTING �1 ----------------------------------
o�IJ 01 oa0 \ ,', �y, ` \ , �'AN"EL r r (FOR DECIDUOUS TI
0 to DECK - ` ��T S3� PROXNATE NOT TO SCALE
LIMITS 01= <`J�-� +lv F + r ` r j of CHANNEL 1
DISTURBANCE- un o 3.30 a<Ck � °� �� �� 72 0.30\ '�`""'"
E1 o Z o \ X1 �Sa 3 1.3 / -
\ 4 Y� Z - c a \ COASTgMA •��' 4 �0' 1 1 r ------ - - --- --- --
\ oO� ; g N � g AC Olt 2 30--OW OF EXISTING
N o ANNEL
.0 o � b01
ADS LINE N ` �� - 1 --------r{------------
000 EXIST. a�
R.R. ANCHOR mo' a �5` 4 o A7 ----- 1 A8 ,-� --�- - - -r
BJL �0� IP-
-- pEC UNE o \ P'-��`` E-
\ 75�
-----
01 16 3.34 ♦ A6
1
15 X 14 qC �qNO� \`'V 51 1 ' t 9 B i ; -- A l � �--�A 11 / ��-1A-1 2 �r---- \
1 r 1
1 k, X1 1 \ 1 404 WETLANDS LINE
ZONED -MU \ '� �s� LIMA OF 11 \ r 4 1 / \ \ \
DISTU ANICE 1 1 i
\ 8 \ 3 9 X19\.
FRANK MAJEWSKI & WI \ o A,3 �2.50
�' '��_� \ B3
MARTHA D. MAJEWSKI \ Q �, �°�� x2d�"� 75 AEC UNE ---- - -- 1`
D.B.1669 P.128 x3 °o? � TOTk 2 3" 1 r
�� 11, 1 r r 1
OAK T\ � �� 40, .f0 X Al \ ;'62
4
Co.40
J (V� -- -
5\04
44C C5o J V 0 N .�
A5 ao ��� 2 DECK
--------------�, p 4'BONOpO\M,tk a' `' /.0' It Cs O Z \ �P rB1 \ f-n 1 ) r-on 11 1 1
m p
o 1 r� r� , 1 1 1
\ DIVISION OF LOT 4 do 40.0' o o .9 �� J" 1 N
AMOS ATKINSON LANDS 3. 2 vN %�
\ M. B.14, P.57 0 4-BE P\vNGs 8 0 / ^�'` W \I �'1 Z 1 1 Z
S
LIMITS OF \� / 0 ; p 1 \� p
DISTURBANCE--� 0 O 1.49 ACRES 0 1 un 1 \ 1�
\ " \\ z-s� M vN\� � / 64,9�T.�6 SQ.FT. �1\ N. c
\ 4? CEDA o A'�`0�•1 P\1 �NGS
\ 1 5.36 �\ 3.91 r 12 1 11
6" OA g i 4.39 LIMITS fn \fn /
ZONED -MU 8" OA ISTU ��v - \ o -o 0 \ o v `�---o
O 1
SEEDING SCHEDULE O OAK OOM o y r-11 1(� \ \ n rn /
0.
SPREAD 4 T❑PSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM ` FRANK MAJEWSKI & WIFE, OAK Go 6.0 � 16.0 o OD16• 16• IV. r0. \ I p\
GRADE PRI❑R TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INT❑ ` /
DECk _ DECKS o OECK OECK PECK rn r /
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. \ MARTHA D. MAJEWSKI
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY D.B.1669, P.128 P\N w z WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK \ 1
WHERE SLOPES EXCEED 4%, 0�v ' �, o �� z _ 65 o � o �o o o po 4.66 1 WA S BXY I " J A Q iO O
MATERIAL
LIME
20% SUPERPHOSPHATE
FERTILIZER(10-10-10)
APRIL - JULY
FESCUE, KY-31
BERMUDA (HULLED)
JANUARY - MARCH
FESCUE, KY-31
BERMUDA (UNHULLED)
RYE (GRAIN)
6 CEDAR o -+ 0 _ - - -D o 00 O q
\ \ Q , -- o�� No
APPLICATI❑N RATE w
a - . Z� yg Z� _ "r 36, P. 067\ SL,S \ 88
2 TONS/ACRE 1 a AZT z 6/ _ _ _ Q
600 POUNDS/ACRE
1000 P❑UNDS/ACRE ` 1 _ 16 ' _ 16.0' ��- _ _ _ 1 \ 1 \ 1 r / 1
�------------ --- U-------- ---------_-----_- ----f- - - - - - - ----------�� -_------------------------- - - - - - - -------------------
50 POUNDS/ACRE E -E c -- E 8 E\ Q o E r ok,P� E �--
10 POUNDS/ACRE R W 5' ONCRETE -WALK:, /- i..' a 5' CRETE LK r H. r PR X 68 F. OF RAW R W
INSTALL APPROX. 68 L 8' SIS EIS _1 _L INSTALL ►I\P 0 . 2 8 -vR/W
Si=WER LINE p. OX - - SF-WLZ
50 POUNDS/ACRE L----------------- ------ _------- ---- - --- -��; 'i' ------------ _._�._ IR4�- _--------- --
Mi
2.
20 POUNDS/ACRE 49 --- ` assss�Ess� ----------7 w P--�----t- - --�-- �- --------------------•--------- I ----------------------- ---- _ _ ___
25 POUNDS/ACRE
-
o
SEPTEMBER - NOVEMBER
.�
FESCUE, KY-31 50 POUNDS/ACRE-
MULCH 2 TONS/ACRE
3
v
ASPHALT TACK 300 GALLONS/ACRE
o
NOTE, OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS.
- -
�
-o
R/W
�
\\ o \
<
SEEDBED PREPARATION N❑TESL
1.
SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN,
\
< 2,
AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' DEEP, TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP.
\ \
A 3.
LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
\
SURFACE S❑ THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
20,0' x
a
MAINTENANCE OF VEGETATION, SURFACE FOR FINAL SEEDBED PREPARATION,
\ x
d
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
\
D 4.
IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
\ \
SPECIFICATIONS AB❑VE, IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER
\
3
PHOSPHATE,
\
j 5,
IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
\
REPORT.
\
6.
LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
\
r
Q
DURING SEEDBED PREPARATION.
0 REF: D.B.473, P.79
M.B.13, P.1 (PORTION OF)
0 o T
�; w.V. G�1 1 i i -�----
_ 7.82
_ 7.80 N.C. HWY 210 _- R W_ V B _ _ _ _ T -- ---� __L.---
�L 7.73 7 4 - �- i 1 i _
I� � ( _
7,42 43 45 774 7'68\ �95.08' TO E K IN CENTERLINE
7.RSECT1'-01 ==> 9L7 7�
7.347 - --- --
\------- -
\ 7.20 \ \ �-- , I R/W
M.H. -
TOP 7.11'
INV. 12" PIPE = 0.63'
PROPOSED INV. CON C. = 0.04
C IROLINA SHORES r
TRACT 4 \ TRACT 3 \ TRACT 2 \ TRACT 1
© M.B.13, P.1 \ M.B.13, P.1 \M.B.13, PA \ M.B.13, PA
ZONED -MU \ ZONED-PUD \ r I
-EGEND---IP = EXISTING IRON PIPE
\ \ 1 \
\ CIS = EXISTING IRON STAKE r 1 1 1
\ SIS = SET IRON STAKE \ r \ I
\ 1P =COMPUTED POINT r r 1
M.H.W.L. = MEAN HIGH WA-FR NE
R/W = RIGHT OF WAY I 1 1 OWNER/ DEVELOPER
-PK = EXISTING P.K. NAIL \ \ \
103 == PROPOSED TREE EVERY 20' ALONG R/W (10 TREES) MANDALAY BAY LLC
\ r 1 P.O. BOX 10903
DO NOT TRIM BRANCHES AT INSTALLATION\
TRIM AS REQUIRED DURING MAINTENANCE PERIOD
WRAP TRUNK GREATER THAN 2 IN. CALIPER
WITH BURLAP OR WRAP TAPE DURING TRANSPORT\
REMOVE WRAP FOR INSPECTION AFTER INSTALLATION
2 T-BARS 1.5'x 1.5x 96' LONG
SET NATURAL BASE OF TRUNK V-2' HIGHER THAN
EXISTING GRADE TO ALLOW FOR SETTLEMENT
MULCH TYPE AND DEPTH PER SPECIFICATIONS
SOD OR SOWN GRASS
CUT AND REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL
DIG PIT TWICE DIAMETER OF ROOT BALL, SCARIFY ALL
SIDESi AMEND SOIL PER SOIL TEST AND SPECIFICATIONSi
USE AS BACKFILL IN PIT AROUND ROOT BALL
B 6 B ROOT BALL
VICINITY MAP - NOT TO SCALE
CLEANLY PRUNE ONLY DAMAGED,
DISEASED AND/OR WEAK BRANCHES
FINISHED GRADE AROUND PLANT TO BE THE SAME
AS ORIGINAL GRADE OF PLANT IN POT;
SET PLANT 1' ABOVE FINAL GRADE TO ALLOW
FOR SETTLEMENT
3'BARK
DO NOT CREATE SAUCER AROUND SHRUB -
FINISHED GRADE SHOWN SLOPING FOR CLARITY ONLY
CAREFULLY REMOVE TOP 1/3 OF BURLAP OR
CONTAINER (IF CONTAINER IS NON -ORGANIC,
REMOVE COMPLETELY)
CUT SEVERAL SLITS IN ORGANIC CONTAINERS
TO FACILITATE ROOT PENETRATION\ REMOVE
BOTTOM OF CONTAINER COMPLETELY
SCARIFY PIT BOTTOM AND SIDES MINIMUM 6'
SHRUB DETAIL
(POTTED, BALL & BURLAPPED OR CONTAINER)
NOT TO SCALE
LINE TABLE
= EXISTING TREES
, 1 WILMINGTON, N.C. 28441
TRACT DATA:
LINE
BEARING
LENGTH
\
L65
N31'30'44"E
30.47
= PROPOSED SHR.; BS (t93 SHRUBS)
TOTAL AREA 1.49 ACRES (64,927.74 SQ.FT.)
L66
N63'53'59"E
53.07 7
PROPOSED WOOD WALKWAY
TOTAL NUMBER OF UNITS = 19 (8- 3-BEDROOM UNITS) (1280 SQ.FT.) & 30
L67
N75'26'04"E
44.79
CHWL- = CAMA MEAN HIGH WATER LINE (LARKED BY (AMA)
(11 - 4 [JEDROOM UNITS) (1,600 SQ.FT.)
ZONED = MU
-CWL - = COASTAL WETLANDS LINE
PARKING SPACES REQUIRED = 38 SPACES 19 UNITS x 2 SPACES PER UNIT = 38 SPACES)
- - = EXISTING PROPERTY LINE
TOTAL IMPERVIOUS AREA = 34,063 SQ.FT. (0.78 ACRES)
% OF IMPERVIOUS COVERAGE WITHIN 75' AEC LINE - 32%
.... r = I imm:z nF' MCT11RAAW F
WETLANDS LINE TABLE X1-X22
LINE
BEARING
LENGTH
L42
S87'57'51 "W
7.81
L43
N00'06'08"W
17.50
L44
N19'53'16"W
19.34
L45
I N00'46'1
16.14
L46
N64' '3 "E
22.87
L47
N63'32'22"E
30.20
L48
N80*41'58"E
25.26
L49
N68'42'03"E
19.77
L50
S 7'21'10"E
18.46
L51
SS '53'25"E
22.09
L52
SEi6.25,45"E
16.62
L53
S74`27'12"E
27.26
L54
N74'25'58"E
14.67
L55
S30' 4'08"E
16.97
L56
S60'0 '06"W
15.51
L57
S80'50'13"W
11.37
L58
S51'41'09"E
20.42
L59
S65 '01 "E
15.84
L60
N85'34'21"E
20.09
L61
S74'06'0 "E
16.56
L62
N61'57'16"E
16.86
L63
S88'26'18"E
17.07
L64
S73'46'25"E
5.62
NOTES :
1. N.C.D.O.T. REQUIRES APPROVAL OF DRIVEWAY PERMIT.
2. POOL NEEDS TO BE REVIEWED PENDER COUNTY HEALTH
DEPARTMENT.
3. ALL AREAS OUTSIDE OF BUILDING FOOTPRINT WILL BE
COMMOVAREA OR OPEN SPACE & UTILITY & DRAINAGE
EASEMENT AREA.
4s J\S PAP
Is
©v
SITE PLAN
SHOWING
MANDALAY BAY
rmtf-mmr-v rvR
MANDALAY BAY LLC
TOPSAIL TOWNSHIP, PENDER COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: APRIL 20, 2004
SCALE: 1"= 30' F.B. 712, PG. 14-18
JOB #238977 FILE NAME: PIERCE WHALEY TRACT
GRAPHIC SCALE
0 15 30 w
( IN FEET )
1 Inch = 30 ft
SHEET 1 OF 5
120
REVISED: OCTOBER 1$ 2004 (CHANGE LAYOUT OF BUILDINGS AND MOVE POOL)

11-1
Q P
EDGE OF EXISTING \
CHANNEL \ ZONED-R5
APPROXIMATE \
CA OF CHANNEL \
V
rT
EDGE OF EXISTING 1 1
1
CHANNEL
TOPSAIL ND
50' CH AN N
MEAN HIGH WATER LINE
AS MARKED BY CAMA
yy
VICINITY MAP - NOT TO SCALE
\ r X --6W6 _ --ewe P \ 1.30
is
EIP\ /N /' -; - 4 X5 ---`�, `\��fizE MEAN HIG ATER LINE 1 / 1
V1'5317i��'� 52' 6 \ �` .
�\ AS MARKED 8 CAMA 1� /
\ \ 249CP 1
\ CAMA LINE
COASTAL WETLANDS 3°\ ` \
�'�p 404 WETLANDS LINE °4 N� � � `� \ \0 • abGE OF EXISTING /
CHANNEL � / 1 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
\ \� #pSP 20.0 b C3F \3�320,
DECK oo \
\ 2 APPROXIMATE 1
\ LIMITS OF —`��; �� DECK 20CA OF CHANNEL
DISTURBANCE —El
ISTURBANCE -- Z �o , J r7fcK X 1�, �23 �a. 1 30 .30
COAC
1 1
N g o STq � 6 7 � � � � 2 3
\
\
\ ZONED—M
\ FRANK MAJE
MARTHA D. M
\ D. B.1669, P.1
\
\ DI VI
\ AMC
\ M.B.
LEGEND \
EIP = EXISTING IRON PIPE
EIS = EXISTING IRON STAKE
SIS - SET IRON STAKE
CP = COMPUTED POINT
M.H.W.L. = MEAN HIGH WATER LINE
R/W = RIGHT OF WAY
EPK = EXISTING P.K. NAIL
Q = PROPOSED TREE EVERY 20' ALONG R/W (10 TREES)
= EXISTING TREES
= PROPOSED SHRUBS (t93 SHRUBS)
= PROPOSED WOOD WALKWAY
........._...-..
--CHWL— = CAMA MEAN HIGH WATER LINE (MARKED BY CAMA)
--CWL — = COASTAL WETLANDS LINE
— — = EXISTING PROPERTY LINE
■ = LIMITS OF DISTURBANCE
O0 O Q. O I o zo v o j o gNOSX1 ,� \ EDGE OF EXISTING 1
J V7 C� Z m 1� o J ct�O2� °' Apo �`\�s o \ -`1 `! CF�ANNEL
46,
EXIST. 7 ; (i,�F� C�'`�'yyt--••..,� `0�1 — — —, 1-- — --` — -- �— -_ S \
R.R. ANCHOR 2p0, 20.0' _ f o Jw� 2 X12 �= �y o A ----- --- A2 1 2
Ao o - �o- E I -
-75_ AEC �•-' 20.0 o ° 01 �. X16 3�34 �`.�1 A6 1 1 EIP `��` =___\ -- \
3.06 a o \ \ � L56\ 00A qMA jj `� A9 B -__�__ _-- ----- f= -e -- - - \
\ o. � t X 14 wF \TA51 1 1 ; 1 A10� Al 1 Al2 1 1
\ AO ��'� O 60' X.1 5 NANO `�
0 � 2° o, 0) o0Q� FOi� o ��
X1uF�R 1 1 1 1 1 L- 404 WETLANDS LINE
U ao �o� 9 LIMITS OF
O �0 °spa J DISTURBANC \
\� \\
\ ' \19
00. X,4 WETLANDS LIFE
O'
WSK I & WIFE, Z \ D4-{ O� �{ © --, -2� — —� 75' AEC LINE -- -- B3 ---- -� - it
20
AJEWSKI 1= `��o '' Tor X21 �� I \\\ \ j
28 ° �� 1 1 I nl 1 1 1 1
/ . �z 16 0'14 X a�Al
O °�'��F� 1 : /�B 2 — —
LIMITS OF t! \ q00 oo m�O a -1. �� 2p
DISTURBANCE —--• \ FOR
\ 2-s M �ti1� �' .0� J o •D
O �O'`' °� ?, DECK `n
------- \\ 0 OF,( p\L�NCS ti 4o Quo 1 B 1 1 �p 1 1 O
1 0_ 40
3.9
c9� \ 0 ao
N OF LOT 4 0• �. s
S I 0 O \ 4 FZ'� o �� • 0' l 1 \ 1 1 1 �; ,SRO vN\� � � �., N o Z d-
S A TK I N S 0 N LANDS 2 00�,� / '�\ �, o
,6EDR pV,��Nos a •0 m Z 1 1� Z
14, P.57
\ 0 4 ON / �� rn O o ,
\ 1.49 ACRES °•o
S�OR 0N0 n'o 64,9641. E SQ.FT• 1 �N C C
24" OAK 2� =BOOM NGS
4 CEDARS o C 3 \% LIMITS OF 1
6" „ 0 A K� o_ 4 4. 39 ; [�Td-RB
ZONED -MU 8 �►� \, N
1 c�
% oAK ^, ROOM s ___-- -� O o v
O r \NG 0 __ __ n n r; O
0 4- - ON p\ $ _ _ 1 1 p 1 �Ir 1 1,
FRANK MAJEWSKI & WIF`.co
oA� �i6.o i6.o o ColECK � ECK �oECK 1 1 1� 1 1 i _ GOP
� 1 o DECl� DECKS o D D
00' Opp N) I } Z � i SITE PLAN
O Q �� O O SHOWING
Q o o _do NO0-O ,� MANDALAY BAY
a
np� ------ N Q Z PREPARED FOR
m MANDALAY BAY LLC
0E8� ? - _ _ TOPSAIL TOWNSHIP, PENDER COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: APRIL 20, 2004
SCALE: 1"= 30' F.B. 712, PG. 14-18
JOB #238977 FILE NAME: PIERCE WHALEY TRACT
GRAPHIC SCALE
20 0 10 20 40
w
( IN FEET ) . `,ham S- �--
1 inch = 20 ft~

T %Tl A TA T A -'I T+ T1TTlT".+ /'•'+T T A "T+
I
Q
Li
CL
Ct•
CLl
C7
CD
CUl
CD
110
0i
�O
CD
Q
a
Q
J
Q
L,J
F--L
LLJ
e
CD
1---4
H
Q
Pq
(y
LLJ
-
Q
3
LLJ
U
ry
Li
0-
/
In
U
Q1
O
L
11
11*1
No ON
MAAW
By -Pass Structure Detail
NO SCALE
R/W
CONSTRUCTION
ENTRANCE
PROFILE
EXISTING ROAD
PLAN VIEW
Construction Specifications
1. Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use
crushed stone.
2. Length - As effective, but not leas than 50 feet.
3. Thickness - Not less than six (6) inches.
4. Width - Not less than full width of all points of
ingress or egress. Minimum of 12'.
5. Washing -When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of-
way. When washing is required, it shall be done on an
area stabilized with crushed stone which drains into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
6. Maintenance - The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights -of -way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights -of -way must be removed
Immediately.
Temp. Construction Entrance
NO SCALE
ULTRAVIOLET RESISTANT CULAC) M INIF1
FABRIC OR EQUIVALENT SECURED TO ORE
OTH METAL CLIPS OR ORE AT W OFF
12 GAUGE 4'X4' OR 2'X4' WELDED VIRE ROOM ONTO / CENTER.
PfEFORMED CHANNELS ON METAL POSTS, OR FASTENED 7
TO CEDAR OR WOOD POSTS WITH NO. 8 STAPLES.
MAXMIUM 9EDN"T STORAGE LEVIL REMOVE
SEDIMENT WHEN THIS LEVEL is REACHED
OR AS OtiECTEA BY INSPECTOR.
GRADE
- NATURALCCARRYRY
APPROXROMM
1NATl1Y 12' OF FABRIC INTO TRENCH.
- COVER NTH SOIL AND TAMP BACIMIL.
- CARRY 6' OF WIRE INTO TRENCH.
2' MINIMUM
METAL, CEDAR OR 4-X4' TREATED WOOD POSTS AT a'
OFF CENTER MAMN. CEDAR AND WOOD POSTS SHOULD
BE s DEEP MINIMUM.
gilt" FAnrA nAt;;il
MMXL. UP
IA LINE i
_ WETLANDS
By -Pass Structure
Top-5.50
Inv.-3.50
Drog Ini
Top-5. E
Inv."B"'
Inv."
Junctll
Top- `a
OInv.-3
8
FRANK MAJEWSKI do WIFE,
MARTHA D. MAJEWSKI
D.B.1669, P.128
RAW -
MEAN HIGH WATER LINE
AS MARKED BY CAMA
DIVISION OF LOT 4
AMOS ATKINSON LANOS
M.B.14, P.57
FRANK MAJEWSKI do WIFE.
MARTHA 0. MAJEWSKI
D.B.1669, P.128
OUT1,F,T
AREA
Q10
DIAMETER
GRADE
LENGTH
VELOCiTY
PIPE (acres)
(cfs)
(inches)
(%)
(if)
if Poll.
"Al"
0.21
1.26
101+
2.45
53
NIA
"A2"
0.21
1.26
10"
1.00
15
N/A
"B"
1.16
6.96
15"
2.81
25
9.5
"C"
1.16
6.96
12"
0.25
20
N/A
Q=CiA
RCP
= Reinforced Concrete
Pipe
tc=5 min.
LF
= Linear
Feet
i10=7.50
in/hr.
FPS
= Feet per Second
C=0.80
NOTE:
1. Contractor
shall use
RCP or DIP for
all pipes
underneath
asphalt
or concrete
traffic
areas. Contractor
may use RCP, DIP,
PVC or
HDPE
(2 wall)
in all
other areas.
S
OU
AS M R! wygHN i
A
R
C4 qN£I
DEWY 9t05. PC. 24" X 36'
DROP INl ET CH-all-2
PO ' OUTad PIPE le IN
NY IN
OEC7OST ELLZ1*4 LEGEND
7C
Ci
D
FIOORIt-Fl z06 SEDIMENTSTarAGE NE
q, EIP = EXISTING IRON PiPE
C
DRIVE A
z
. . OW-
• d • FOOTINT o EIS - EXISTING IRON STAKE
y
f
SIS = SET IRON STAKE
e'
• CP = COMPUTED POINT
WATER LINE
SHORE
y
4» 2.0" M.H.W.L. = MEAN HIGH
r�
R/W RIGHT OF WAY
OR►1�
00" EPK : EXISTING P.K. NAIL
-.f-= SILT FENCE
g T L A
Drop Inlet Detail
N
r I C
O C
EAR
ceded assure
Vicinity Map
NO SCALE
56• 16.0'
SPECIAL 111101TE,
ARY SIGM
TE PO HCLOM+c
n
Pow BY O*WM
o
R,6z.26
EROSION AND SEDIMENTATION
M
M
CONTROL NOTES:
h??e rep•
1. Sediment control devices and structures "I be Installed,
and amended - toprovide
maintaincontrol
off accelerated sedimentation contributing
watersheds are stabilized.
2. Construction Secuffiee-
A. Notify Engineer, Owner and Land Quality Section prior
S
to beginning construction.
Install entrances.
S .
B. stabilized construction
Installed at of clearing, an oil
C. Silt fence shall be edge
-
down slopes immediately after area is cleared. Silt fence
shot) be maintained until the area is stabilized cormpetely.
0. Construct drainage swot- and storage basin. Install storm
.e- - EiP
�� 1 r6�
drainage piping.
E. Immediately seed, mulch and install linen.
t
A01 `gip ` - F. Maintain erasion control measures as n o
full
404 ANDS /Al B5 __"Al04 - Al2 LIRE::o• G. Plc CABC overt compacted subgrode. Install asphalt
X15/ surface course.
0 4 ASs H. Reseed and mulch shaulden and ditches. Intdl Ilren on
S ` r�0 oil asides (ad provide ground cover an ail exposed slopes.)
�Ct C2 ► I. completingf iany phase ofand M%Ach ldisturbedthe grading , eas thin 19 cloys
7)1 CAMA L1N /94
J. Permanent groundoover for on disturbed areas within 15
COASTAL WETL NDS ' working cloys or no more than 90 calendar days following
�%j _ -\ o_ 00 .0, 5 completion of construction.
6 Seeding SpedfIcatlan
0, Apply lime and hrtillzer and work into 4-6 Inches of It A. Seed
Q1, Cf X10 ` % 1y6 mixture shall be distributed untfamly and covered with a dean
t tacked
wIn place. Material o ddappik t o ions rates amulch. An muich shl be crimped orfire as follows: to help
old
•� ! Q++
8 20 _ 483 \ r o, �5A Ume 1000 Iba./oc.
2/1¢Fertilizer (10-10-10) .5o lbs. oc.
Mulch
15 tons/oo.
/ 6� ( \ + 558'41'55'W
Permanent Saidlim
_...._ . -
N5855"E ^ Common Bermuda
! vp•75
A O B2 14.lT 78 64 ^ '4I'(UnhuW Sept. 1 - April 1) sore.
% 11 ' N ' (Hulled April - Sept. 1) lb././oc.
'Rebel' Feems 50 lbs./oc.
FORMERLY ( Rye Groin (Sept. 1 - Apr' 1 only) 50 Iba./oa
�pf• \ BCFG ASSOCI ET At German Millet (April 1 - Sept. 1 only) 50 lbs./oc.
.8.581, P.2,10 �jloararr ia9
.8. 36. P. Q87. SL 488 12 0• 12 0' N2 0 \ ,2.o t �2 o t Dec. 15 - April 15
/ 11 % ` 1 � 50 lbs./oe.
't Kobe Lespedezo 100 Iba./ac.
/ o Rye Groin
/ !� �p \ / 2G April 15 - et 1 40 tbs./ac.
\ ! reo a 70 \ / Garman Millet
v z Rye 1 n Dec. is
W % r , ek 7D 1r1 / i R Gram 100 lbs./oc.
µ 4. Contractor is nspanebN for mains regg all!d to Pr aantrd
measures and amend measures as regaled to prevent
O / -0 \ m• '+ accelerated erosion from taking place On this site
I \ $ f 5. once all areas how bow stabilized. contractor Is to remove
to temporary erosion control measures, regrode, &mulch to
-F- p-t restabAlze these arooa
.0 6. For additional requirements, see the approved erosion
1 and sedimentation permit.
- _
m
I � , 7• A
s� I
i 1pE01 •� �� 1aECK
GENERAL NOTES:
Topo and Boundary from John L. Pierce
PARKING LOT DIMENSIONS &Associates, Inc.. dated March tall
2. Contractor shall verify location of all
underground utilities prior to
SCALE: 1" 30' commencement of work-
"
3. As of January 1, 1986, anyone digging
with mechanized I / I right-of-way, private plil utility easements.
k " - or public spaces will be required by
ill Tb,d 1e 1i1. J ° North Carolina Law to give notice of the
j -- proposed excavation to all the existing
--- ---- - - r utilities a least i days
- E E M TOP 8:00 �_ 20' D E - PPE o before
tt ea t as 2 working
�__(_ before starting to dig: The utility owner
�,,.. i -8. _ --•-� is required it o locat is facilities the
. + 5 CONCRETE WALK - EIS F.H. area of theproposed
One Calcanbeexcavation.i Utility
MIMINOR� - -- memebera of One Call can be contacted at
--- �--- R W 1-800-632-4949.
-� 4. Contractor is responsible r contacting an
- - �. -- -- - _ - --- local utility companies that are not membey
rs
of one Call.
W.V. damages
5. Contractor is responsible for any
N.C. HWY. 210. , R- -W VARIES - --- - - - -
41
---- - p� <
K' f SSj remove or relocate all `\
_..._..., .,. 6
re uir
: lines
_ -
e
_
I contractor
sFlall
---�--�- �,.,...__-._ �.. ._.... �•.. existing
to site
o ICJ
7 5.08 TO EPK IN 6EN1`It* NIE
SEAL p ��
IN SECTION W/ ECKLENBURG AVE. --, _ = 7. F additional information, see all
----- -- -- _ -- - - _ ---+► 181 8 _ o�the pion set. o\ \,
f 4
I
8 � '
-`-'-• _---�--- There are no wetlands on site except a .�Q`
-- •F�y �Q�.•' .���� Contractor shall use extreme care whenmg Co
_ '''GIN ' '
R adjacent to wetlands to eliminate possbitit of OQ'
------_- _- ___ - - (-- W r� K. NE�c'.�`� ` unpermitted disturbance. Cj
� + 9. The stormwoter from this project flows to
TRACT 4 TRACT 3 TRACT 2 ; ° �� Topsail Sound (Class SA;HQW) -Cape Fear Basin .
6 \ M.B.13, P.1 , M.B.13, PA M.B.13, PA
I ;
3 \Exist MH, v\v06E109V`lF F,>re
Typical Parking Section
NO SCALE
TOp- 7.11 s"&iJDALk`( BAY LLC
12 Inv.-0.63 EROSION/SEDIMENTATION, GRADING & STORMWATER PLAN
lv/c• PL3.gpx Io�'1�3
\V ILMih.IC•1-r J LC, Ze4tl
FOR
M A N D A L A Y B A Y
TRACT 1P
R DEVELOPER
M.B.13, 1
-
MANDA 8 LC
PREPARED FOR
NOTES
P.°. B
MANDALAY BAY, LLC
WIDTH = DEPTH x 6
1. N.C.D.O.T. REQUIRES APPROVAL OF DRIVEWAY PERMIT.
SITE DATA S CITY, N.C. 2
TOPSAIL TOWNSHIP, PENDER COUNTY, NC
ESTABLISH GROUND-
2. POOL NEEDS TO BE REVIEWED PENDER COUNTY HEALTH
ACREAGE-1.49 AC
TOTAL NUMBER OF UNITS = 19 (3 BEDROOM UNITS)
PREPARED BY
OVER PER SEEDING
/SPECIFICATIONS
DEPARTMENT.
3. ALL AREAS OUTSIDE OF BUILDING FOOTPRINT WILL BE
REF: D•9.473, P.79
M.B.13, PA (PORTION OF)
JOHN L. PIERCE &ASSOCIATES, P.A.
�!
g, MIN EXIST GRADE
COMMON AREA OR OPEN SPACE.
PARKING SPACES REO'D - 38 SPACES (19 UNITS x 2 PER UNIT 38 SPACES)
9 JOHNSON BLVD. JACKSONVILLE, NC
40.
DEPTH PER
SITE PLAN
-111 1
IMPERVIOUS SURFACE AREA - 33,051 SF (0.76 AC)
PERCENT IMPERVIOUS - 50.9x
PHONE: [phone] DATE: APRIL 20,2004 ,
LiNE CENTER OF SWALE W/
DISTURBED AREA - 1.3 AC
SCALE: 1 "= 30' F.B. 712, PG. 14-18
SOD (PINNED TO PREVENT
DISLODGEMENT) Up STONE
JOB #238977 FILE NAME: PIERCE WHALEY TRACT
LINING WHERE SPECIFICALLY
REO'D BY SITE PLAN.
Water, Sewer & Stormwoter Design by.
GRAPHIC SCALE
S Wa 1 e Deta i I
Crystal Coast Engineering, P.A.
30
0 11 30 120
NO SCALE
REVISIONS;
June 30, 2004 Revise per Town
July 21. 2004 Per DWQ Stormwater
July 28, 2004 Per DWQ Stormwater
August 20, 2004 Per DEH
October 17, 2004 Per Owner/CAMA
( IN FEET )
1 inch = 30 & SHEET 2 OF
'oil