20041815 Ver 1_Site Plan_20041109

'I, 4 uti I, E,IFPCE, CERTIF"r 'P} AT THIS FLAT WAS DRAWN UNDER MY THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
SUPERVISION FROM AN ACTUAL SURVEY MA E UNDER MA SUPERVISION THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN r 0 P S
(DEED DESCRIPTION RECORDED IN BOOK drl 01 , PAGE , ETC.) WATER ACT PURSUABT TO THE 1987 CORPS OF ENGINEERS WETLANDS S 0 U A )OTHER); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY DELINEATION MANUAL AS DETERMINED BY THE UNDERSIGNED ON THIS
Np
INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK A416- DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
PAGE *oA ; THAT THE RATIO OF PRECISION AS CALCULATED IS REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION Nc Hwy
1: /40 --; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH MAY BE RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE. 2io
G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGgNj;URE, z
LICENSURE NUMBER AND SEAL THIS 10 DAY OF •IMT , 20 A,�
0
--------------------------------------
�A SIGNATURE OF
r DO NOT TRIM BRANCHES AT INSTALLATION) C
U.S.. ARMY CORPS OF ENGINEERS OFFICAL
'��.•' a �R �'yr��EDGE OF \�� ZONED-R5 TRIM AS REQUIRED DURING MAINTENANCE PERIOD T'OPS41L
cat
s �E
CA OF 04ANNI
WRAP TRUNK GREATER THAN 2 IN. CALIPER
Q S��ICENSURE NUMBER' DATE OF SIGNATURE
WITH BURLAP OR WRAP TAPE DURING TRANSPORT]
\ REMOVE WRAP FOR INSPECTI❑N AFTER INSTALLATION
_ SHORE SEAL OR STA�iPfVC•. tia UA•.,.• Q',,� �
� USE 'ARBORTAPE' FOR GUYING 2 T-BARS 1,5'x 1.5'x 96' LONG A Tl
A N T) C
".
yrf Q \ \ SET NATURAL BASE OF TRUNK V-2' HIGHER THAN 0 C F A N
\ \ EXISTING GRADE TO ALLOW FOR SETTLEMENT
\ � \ ATTACH 'ARBORTAPE' TO SUPPORT POST EDGE ���� \ \\� POST PER MANUFACTURER RECOMMENDATIONS
CHANNEL
MULCH TYPE AND DEPTH PER SPECIFICATIONS VICINITY MAP - NOT TO SCALE
TOPSAIL ND ��� \ \ 1 SOD OR SOWN GRASS
f 50' CHANN \
MEAN HIGH \WATER LINE \ 1 \
AS MARKED \BY CAMA P, �� x \ - CUT AND REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL
^- 6 DIG PIT TWICE DIAMETER OF ROOT BALL, SCARIFY ALL
SIDES, AMEND SOIL PER SOIL TEST AND SPECIFICATIONS)
\ EIP OQS _ _ 26.74' �� \� \ \ / 1 _! - -i - USE AS BACKFILL IN PIT AROUND ROOT BALL
---- N51' 52.42 ��� � �,2 ,,, MEAN HI WATER �I�tE�,, -0.30 / EXISTING SUB-GRADE
CAM<. LINE -� �STING� SUB-GRADE
� - B 6 B ROOT BALL
\ +�� 9' 4 C AS MARKED B�AMA I I
_ STAL WETLA bS f 30^� ♦� 10.9
1 \
\` 1 1 _______ CLEANLY PRUNE ONLY DAMAGED,
+-A0.aba w E7QS1M10 /
\1 CHANNEL---�� -} ---------- TREE DETAIL DISEASED AND/OR WEAK BRANCHES
.0 DECKLIMITS QJ_ oECK O �3s�3 \ 11 // 1 oxwATC \ (FOR DECIDUOUS TREES) FINISHED GRADE AROUND PLANT TO BE THE SAME
q 2 / SCALE
•o J1►`�J \ c AS ORIGINAL GRADE OF PLANT IN POT)
DISTURBANCE- + \ 1\ �
r ..3.30 F /�__ L 1 SET PLANT 1' ABOVE FINAL GRADE TO ALLOW
QEgk � �
2 1 X1 �� �\� ,�3 +1.3 0.30\ / \ FOR SETTLEMENT n
oY 7- � g b \ COgs�q,yq ��� \ 32 ��• / 1 -----___ 3'BARK
\ o o g q( '�� 230 1 \ ---- ---
\ oV,o a N 3 a ? WF --- --- --
N W0 -, 1 b ° ct '0 �No �� �� S ` oosnHa 1 \ DO NOT CREATE SAUCER AROUND SHRUB -
\ 700m - ^' � g' A S LINE ~�� �'17 1 'gARNNE-L-----r___-___ _-___-_-_-__- FINISHED GRADE SHOWN SLOPING FOR CLARITY ONLY
EXIST. "- - - 1 1- - -� __T__ _ CAREFULLY REMOVE TOP 1/3 OF BURLAP OR
\ R.R. ANCHOR -'' p•' �' b � � �cs�� �- T- _-1 -_ _ _ --
, " . 0_ EIP-2 •
1 A8 1 - _ _ _ CONTAINER (IF CONTAINER IS NON-❑RGANIC,
\ 75' AEC LINE � hlo.( � b �'qrr. �C'•�r� � �Ir .7L �0 � -1 - � - -� ��:� -� � REMOVE COMPLETELY)
\ 3.06 � � 01 )9160.3.34 C Cq A� A6��� EIP ' - -\- ��� - - _2_ _ _ -� _� -� j�_� ��` _� =-1 - - _ CUT SEVERAL SLITS IN ORGANIC CONTAINERS
Q \ L 4 sr Mq (� ---`-- -� -� -I i 1= = TO FACILITATE ROOT PENETRATION) REMOVE
` b sf x14 qC NF � 1 % `9 13 e--- ---•�-----� -e-----T- � � , � -, ���_��I-;I(�-���_
`� '°o X15 N0� �A5 1 - 1 \ - n�t \ Al% �- -- \ _I I�_l I-� - BOTTOM OF CONTAINER COMPLETELY
^� �� SCARIFY PIT BOTTOM AND SIDES MINIMUM 6'
\ X1 1 \ 1 �-404 WETLANDS LINE
ZONED-MU \ a <s UMI of 1 i 4 \
�q01 �, DISTU ANCE
\ \ 3 g o , 60 1 1 \ 1 1 \ \ SHRUB DETAIL
�� O X19�.
�O \ \ Q 1 \ \ \ \ \ (POTTED, BALL & BURLAPPED OR CONTAINER)
\ .0. O �J .6 <6� 1 2 50
\ FRANK MAJEWSKI & WIFE, Z \ o. �o �,� \ 1 1 \ \ NOT TO SCALE
MARTHA D. MAJEWSKI \ !i a° Q© -�. _Ls - -- --- ------- \ _�B3 1 \ \ 1 1 \ -
\ $3 Q ry� X2 < 75' AEC LINE--- �'�-------
h.....
D.B.1669, P.128 N. 11\ " OAK �m`�°o� o TOTk 2 3 1 \ �\
o x,
9 �r \
O ���v v �F�,O Al 1 . B 2 / \ 1 1
�'CD. �°�� O \T 11 ``. ,{� \ \ \ \ -4- - _\ VETLANDS LINE TABLE X1-X22
O -11
o Jw`� ,0 1 N\1 \ / 1 1 1 1 1 \ LI42 S87'S7 BEARINGNE 51"W LENGTH
µ / �iC 1 L43 N00' 6'08 W 17.50
� - - N 4,BEOR Olt'AkP\UNGs n , �Q��o�v pECK 1 � , \ ., � »
\ L' N 19'5 16 W 19.34
\ WO o- 4 7 _ - �<v°�� eQ' o�j2 11 1 \ O 1 } \ �I 1 L45 N00'46'1 16.14
\ DIVISION OF LOT 4 1 40.0' .( 00 .9 C; : . 1 N 1 1 �/ � / 1 1 \ L46 N64' 2'32"E 22.87
STOR E •tcn 4 1 C \ 1
AMOS ATKINSON LANDS 2- �, vN\� O N $2 1 Y \ 1 1 L47 N63'32'22"E 30.20
\ M.B.14, P.57 y BEORo° s 1
q 4- ON P\\.�N� a 0 m 0 \ r� NO 1 1_0 a0 \ 1 148 N O'41'S8"E 25.26
\ LIMITS OF r \I m \� Z p 1 1 \ L49 c68.42'03"E 19.77
N \ -p fr1 1 -0 1 \ L50 S87 1 18.46
DISTURBANCE--. 1 .49 ACRES � 0.0' 1 � G O � � \ •
1 � 1 1� fn L51 S8 :3'25 E_ 22.09
\ 24" 0 \ \ 2�SOOM ON\S 0'o 64,9�.�6-`SQ.FT. g �' �\ U� C 1 1� 1 1� \ \ - -1 L52 S86' 4 "E 16.62
\ 4" CEDA o 4 SCU O01AGS 5.36 \ N 1 C 1 1 1 1 L53 S74 7'12"E 27.26
\r \r L54 N74 '58"E 14.67
■ 0 4 1 � � 3.91 Z
L55 S30'34'08"E 16.97
\ ZONED-MU s CIA A \ 4.39 LIMITS I Irn 1 \ 1
8" CIA ISTU
r L56 S60'00'06"W 15.51
_SSOR / L57 SS '50'1 "W 11.37
SEEDING SCHEDULE O 0 4K BEDR�M USIA 80 %t� ® ----- o�� 1 \ y � 1 I a'1� ' 1 y rn }� 1 1 L58 S51'41'09" 20.42
PIING C�` _ �J 1 1 L59 S65 '01" 15.84
SPREAD 4' TOPS❑IL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM ON '
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INT❑ rn n 1 O 1 n r O 1 r N �/ L60 N85'34' 1" 20.09
\ FRANK MAJEWSKI & WIFE, OOAK 40' CD1 .0 16.0 o co16.0 16.0 / L61 S74'06' "E 16.56
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY, MARTHA D. MAJEWSKI _
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY \ DECl� DECKC6 CL oECK \ DECK �r \ 1 1 j N\v 1 1 1
/ L62 N61'57'16" 16.86
\ D.B.1669, P.128 • PIN v w ZV w N \ \ \ 1 \ \ \ 1 / L63 S88*26'1 "E 17.07
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK I , z � w N w N '
WHERE SLOPES EXCEED 4%, ° 0 07 N o \ 1 L64 S73'46'25"E 5.62
MATERIAL \ 6" CEDAR 0" d' 0 4[a� o m z- 65 z N$ Z'" N P .� '�v'c�,� 4.66 1
_ -o�o -� o -v� -�9 - _ 1 WA TE S B X Y
APPLICATIDN RATE \I Q O O C � (no�O a -G� o r$�a o-o \ i\
q LIME 2 TONS/ACRE r _ "C 36, P. 067\ SL. $$
w 20% SUPERPHOSPHATE 600 P❑UNDS/ACRE \ \ \ �• pZEB z
1
1� �'� 1 \ NOTES
� FERTILIZER(10-10-10) 1000 P❑UNDS/ACRE \ _
-7-
�• APRIL - JULY -____-___
1 16.0' �
-- ----------- ------E-------� -- -------
�- ----- -- ----- -- -- \ 1
\ 1. N.C.D.O.T. REQUIRES APPROVAL OF DRIVEWAY PERMIT.
d FESCUE, KY-31 50 POUNDS/ACRE \ ____
E -� - E E� F5 ---- - -1-- --- ------- ------r----------PP-------7
2. POOL NEEDS TO BE REVIEWED PENDER COUNTY HEALTH
,n BERMUDA (HULLED) 10 POUNDS/ACRE v _ I ,� DEPARTMENT.
o JANUARY - MARCH R� INSTALL APPROX. 68 L.F. OF 8» SIS 5' ONCRETE ALK . �, + ', 5' CRETE LK H• E I E
FESCUE, KY-31 50 P❑UNDS/ACRE L__---_ SDR35 SEWER UNE AT 0.50f:_ - - _ EIS _� 1 -L STALL PPROX. 268 F. OF 8' R W RAW
_ -- -- 1 IN 3. ALL AREAS OUTSIDE OF BUILDING FOOTPRINT WILL BE
�r BERMUDA (UNHULLED) - --------- ---__ _-__-� �+-
20 POUNDS/ACRE - -?_-- -______- ___ ___ _ -' COMMON OAREA OR OPEN SPACE & UTILITY & DRAINAGE
RYE (GRAIN) 25 POUNDS/ACRE - _---------- --_ •sue-�� s��ssssss� .61 -__
O ---- - - -----------74 --- --
- 7- - - S � � � -- EASEMENT AREA.
--1- ------- --=-----------------
25 I I
SEPTEMBER - N❑VEMBER W.V.V.01 a �1 1 1
FESCUE, KY-31 _ _ _ J 1 I
50 POUNDS/ACRE 7.8� _ _ 7.80 N.C. H V1/Y,852� 0 _- R W V _ _ _ _
3 MULCH 2 T❑NS/ACRE 7.77`g.�'��� = �� -� � �t�- ��- r-�' L �! j' 7. T �' '. -f"�;��- T _ ----�- -------------
Zr ASPHALT TACK - P}Z` �1� L= L L -
300 GALLONS/ACRE 7 74 L11�L=
, 4z 7.68 - ---1-�I -----------
_` - ______ - 4s L�� \ �95.08 TO E�K IN CENTERLINE or
-�----- _
y NOTE, OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS. ��-_�_ ---------- -----_-_---1-_ I -_
o i 15------ 4 I T
10
o I --------- --- _--- -� '
\ I \ \ -7-20 I-
1 \ 1 I I / QS I R/W
O�
\ oN \ \ 1 I M.H. Q�
� SEEDBED PREPARATI❑N NOTES, \ p \ \ \ \ \ � I
� L SURFACE \\ �` \ 1 TOP = 7.11 \ P U FACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING T❑ PLAN. \
\ \ \ 1 INV. 12" PIPE = 0,63'L< 2, AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE \1 \ I I INV. CON C. t�
\ PROPOSED \ C - 0.04
T❑PS❑IL 3' DEEP, TOTAL SEEDBED PREPARATI❑N DEPTH SHALL BE 4'-6' DEEP. \\ \ CAROLINA SHORES 1 1 1 I SITE PLAN (�P
LliA 3, LOOSE ROCKS, ROOTS AND OTHER ❑BSTRUCTIONS SHALL BE REMOVED FROM THE \ TRACT 4 TRACT 3 \
SURFACE S❑ THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND \ \ TRACT 2 I TRACT 1 SHOWING
\ © \
MAINTENANCE OF VEGETATI❑N. SURFACE FOR FINAL SEEDBED PREPARATION, \ 20� \ M.B.13, P.1 1 M.B.13, P.1 I M.8.13, P.1 \ M.8.13, P.1
r AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM, \ ZONED-MU \ ZONED-PUD MANDALAY BAY
4, IF NO S❑IL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACC❑RDING TO SEEDING \1 \ \ \ PREPARED FOR
SPECIFICATIONS ABOVE, IN ADDITION, PROVIDE 15 LBS/1000 S,F, OF SUPER \ \ \
3 PHOSPHATE, \ LEGEND \ \ \ MANDALAY BAY LLC
� 5, IF S❑IL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO S❑IL TEST \\ \ \ \
LIMEREPORT, \ \ \ EIP - EXISTING IRON PIPE \ 1 I TOPSAIL TOWNSHIP, PENDER COUNTY, NC
� 6. LIME AND FERTILIZER SHALL BE APPLIED UNIF❑RMLY AND MIXED WITH THE SOIL \ \ EIS = EXISTING IRON STAKE \ I \ 1 PREPARED BY
< DURING SEEDBED PREPARATION, \\ \ \ SIS = SET IRON STAKE \
\ \ M H.W.L. =COMPUTED
MEAN HIGH ITWATER LINE \ \ I 1 JOHN L. PIERCE & ASSOCIATES. P.A.
w \\� \\, R/W - RIGHT OF WAY 40
9 JOHNSON BLVD. JACKSONVILLE, NC 28540
3 EPK EXISTING P.K. NAIL
1 \ OWNER/ DEVELOPER PHONE: [phone] DATE: APRIL 20, 2004
c = PROPOSED TREE EVERY 20' ALONG R/W (10 TREES) 1 \ 1 MANDALAY BAY LLC SCALE: 1"= 30' F.B. 712, PG. 14-18
w \ \ \ P.O. BOX 10903 JOB #238977 FILE NAME: PIERCE WHALEY TRACT
u LINE TABLE EXISTING TREES
w
LINE BEARING LENGTH TRACT DATA: WILMINGTON, N.C. 28441
'-' L65 N31'3o'44"E 30.47 � = PROPOSED SHRUBS (t93 SHRUBS) 1 1 � GRAPHIC SCALE
kA L66 = PROPOSED WOOD WALKWAY )
N63'53'59"E 53.07 TOTAL AREA - 1.49 ACRES (64,927.74 SQ.FT.
-> L67 N75'26'04'E 44.79 TOTAL NUMBER OF UNITS - 19 (8- 3-BEDROOM UNITS) (1280 SQ.FT.) & ao o �s ao 1so 120
-CHWL- = CAMA MEAN HIGH WATER LINE (MARKED BY CAMA) (11 - 4 BEDROOM UNITS) (1,600 SQ.FT.)
0 -CWL - = COASTAL WETLANDS LINE ZONED = MU
PARKING SPACES REQUIRED - 38 SPACES 19 UNITS x 2 SPACES PER UNIT 38 SPACES)
REF: D.B.473, P.79 -= EXISTING PROPERTY UNE TOTAL IMPERVIOUS AREA - 34,063 SQ.FT. (0.78 ACRES)
M.B.13, P.1 (PORTION OF) = % OF IMPERVIOUS COVERAGE WITHIN 75' AEC UNE - 32X ( IN FEET
LIMITS OF DISTURBANCE )
1 inch = 30 ft.
REVISED: OCTOBER 12. 2004 (CHANCE LAYOUT OF EX)ILDINCS AND MOVE Fool) SHEET 1 OF 5

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'I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER SUPERVISION
(DEED DESCRIPTION RECORDED IN BOOK��, PAGE — , ETC.) s o u N o q
(OTHER); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICAT AS DRAWN FROM INFORMATION FOUND IN BOOK"O
PAGE A/� ; THAT THE RATIO OF PRECISION AS CALCULATED IS
ro
1: 10)A— ; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
M^'
G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, g
LICENSURE NUMBER AND SEAL THIS -j--& DAY OF
y SURVEYOR
LICENSURE NUMBER' ACA0C�A
STg.PSQA M
\ WCINITY MAP - NOT TO SCALE
\ ' 1
CID TOPSAIL SOUND
66- CID t 75' CHANNEL _ THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
PR _M.H.W.L. EIP 51'
�52.42 THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
X. > ' "\'---a \�
CP ' WATER ACT PURSUABT TO THE 1987 CORPS OF ENGINEERS WETLANDS
DELINEATION MANUAL AS DETERMINED BY THE UNDERSIGNED ON THIS
o / \�� �� ' Q DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBUSHED
9 , REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION
,� - �Sj• ' ' 0' MAY BE RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE.
v \\sis
3
SIGNATURE OF U.S. ARMY CORPS OF ENGINEERS OFFICAL
A <, \ 0
EXIST.
404 WETLANDS LINE/ \r�\ P H.W.L
R.R. ANCHOR �� o _ _ _ DATE OF SIGNATURE
s
21 tW ."11 9EIP — - -- - -
' L-4D4 WETLANDS LINE
~ \\ 0 /
� /
FRANK MAJEWSKI & WIFE, --' �' <d _
MARTHA D. MAJEWSKI Z ` _ LINE BEARING LENGTH riETUNDS LINE TABLE Xi-X22 L6 `
D.B.1669, P.128 ---+���3 l i~
N = `l I L42 S87'57'51"W 7.81
L43 N00'06'08"W 17.50
' L44
1 .49 ACRES
t1,\. /'� - N1 'S '16"W 19.34
64,919.91 SOFT. 1 ' L45 N '46'1 16.14
_ N64 2'3 'E 22.87
� � - - � ti � \�i L46 N 3'3 '2 ' 30.20
~ ` DIVISION OF LOT 4 L48 LL AMOS ATICINSON LANuS NS '41'S8'E 25.26
" �' ,``'Ffi
M.B.14, P.57 L44 N6$'42'03" 19.77
a r* t�o ' L50 S87'21'10" 18.46
Q
'51
� � $ $ FORMERLY 85 22.09
L52 S86 5'4 ' 16.62
a, BC'FG ASSOCIATES E' AL
Cn 0.8.681, P.220 L53 74 7'i 27.28
- E = C M.B. 36, P. 067, SL. 488 LL54
L55 S30' 4' 8"E 16.97
`�' - �� S6 '00'06'W 15.51
80'50'1 "W 11.37
L58 S51'41'09" 20.42
-- FRANK MAJEWSKI do WIFE, L59 S6 2'01'E 15.84
MARTHA D. MAJEWSKI
D.B.1669, P.128 L60 N85'34' 1" 20.09
l61
S74'06'0 16.56
- - - ' L62 N61'ST16"E 16.86
L63 S88'26'18"E 17.07
Q _
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w R/W �— - -` a - - - �7 - - - - - - - -.— - -
® R/W
C M.H. TOPOGRAPHICAL &
WETLANDS MAP
I � PREPARED FOR
M
© ` TRACT 4 ' TRACT 3 ' TRACT 2 ' TRACT 1
.6.13, P.,
M.B.,3, P., JIMMY A.
a M.B.,3, P., M.B.,3, P.1 PIERCE
' TOPSAIL TOWNSHIP, PENDER COUNTY, NC
w PREPARED BY
JOHN L. PIERCE 8c ASSOCIATES P.A.
Q ���. j 4�(1/i{
U ' ' 409 JOHNSON BLVD, JACKSONVILLE, NC 28540 t ' 1
PHONE: [phone] DATE: NOVEMBER 11, 2003
LEGEND SCALE: 1"= 40' F.B. 712, PG. 14-18
P EIP - EXISTING IRON PIPE JOB #238977 FILE NAME: PIERCE WHALEY TRACT
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+1 SIS = SET IRON STAKE GRAPHIC S' CALE
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A M.H.W.L. _ MEAN HIGH WATER LINE 40 0 20 40 so
0 ��I� 47 R/W RIGHT OF WAY
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