HomeMy WebLinkAboutZ-6516 Map 2. •94 054:72 D -- vi `1
N
S27 28 41 E, - -
along a non -tangent curve to the right, having a 261.48 foot radius, a chord bearing and CORRECTLY SHOWN HEREON AND THAT ALL SURVE INC REQUIREMENTS OF THE LITTLE ROCK _- --
distance of N65'38'73"E, 28.42 teat, for o. distance of 28.x3 feet SUBDIVISION RULES AND REGULATIONS HAVE 9= COMPLIED W; " POiNT OF COMMENCEMENT VICINITY MAP
521'14'54"E, 149.61 feet; J / / 9� D -
CR FOUND CONCRETE MONUMENT,
S53'49'40'W. 70.75 feet; DATE. OF EXECUTION REGISTERED LAND SURVEYOR N0. BGS Y HICKORY CREEK SUBDIVISION - PHASE V a SOUTHEAST CORNER OF THE SCALE: 1' - 2000'
S12 -08.370W, 94.85 feet; 53 382.81' SE'Q, SW/4, SECTION 19,
S36'52'47"E, 213.28 feet to the common corner of Lot '72 0� sbid; Hickory Creek SOt'10'S5'E - - T -2-N, R -13-W
Subdivision -Phase I and Lot 80 of Hickory Creek Subdivision - Phase IV, as recorded in ERROR OF CLOSURE i' IN 10,000' EXISTING 155.84' 176.98'
Plat Book D, Page 557, Circuit Clerk Office, Pulaski County, Arkaneos;+' CERTIFICATE OF FINAL APPROVAL �a UTILITY xi N 165831.24
thence leaving said boundary line of Hickory Creek Subdivision - phase Ij: S35'32'00'W, W Y E 1181030.76 POINT OF BEGINNING
along the boundory line of said Hickory Creek Subdivision -Phose IV, 81.12 feet; thence PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE / A a\ EASEMENT m o'a a
continuuing along said boundary line of Hickory Creek Subdivision - phaac. IV, the following CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT lS'HEREBY ACCEPTED a� a�� Inl aIN Ism I UTILITY. EASEMENT 15'
courses and distances: THiS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGUL
S38'21'550E• 330.00 feet; TIONS. i' 56 U a I ao io a,10 v' I U1
Pz Z z
I N39'44'39"E, 64.84 feet; _ ? 30
N63'32'420E, 64.47 feet to the northwest corner of said Hickory Creek Subdivision - f a , 4Jg1 A o w
Phase V; s9d J9• o m
thence leaving said boundary line of Hickory Creek Subdivision - Phase IY, 50110'55"E, DATE F EXECUTION LITTLE OCK PLANNING COMMISSION 54 v F I SCALE: 1" = 50'
along the west line of said Hickory Creek Subdivision - Phase V. 382.81 feet to the Point of -••• In �'0 50 25 0 50 100 150
CERTIFICATE I-�Q_�9`1y ' EXISTING = �
Beginning; said tract of land containing 15.873 acres (691,424 S.F.), more a less, TH DOCUME� RE�C�OQRRIN(9 C1.�i4%FLED FOR RECORD IN PLAT BOOK N 3� �� N I
Tj PACE 1_J_- .FOR BiLL OF ASSURANCE SEE DOCUMENT N0. Ch
I O 5996 �
\�9 ��,� NM 5' -- SOVIO'55"E -_
a I / 185.72' *BASIS OF BEARINGS: HICKORY CREEK
CIRCUIT CLERK \ S p0 Q CURVE DATA / S Z td / ' SUBDIVISION -PHASE i
1ACQUMA ALEXANDER, Circuit Clerk +"••.,,, , o = so 54'07"
R = 249.11'
T = 118.56'Op
r
HICKORY CREEK SUBDIVISION oHASE iV L 221'31' / r'�l /
a +v/ I I ,c�����e ....E ��'' ARI t SAS
55 +o/OQO /y+°,.oj'/ / / 28 00 ' STAIE OF % 01 * 4t
J;i_
so `so. °� �/ �/ / I ,, 'A;' a: .e�� O: REGISTERED
�,.•:..:'� '.:`.'.rn, EXISTING ,9 C 'v�• \ /
'� / / UTILITY EASEMENT o tD _ O: - PROFESSIONAL
cc' �o z`'/yti / o c �- ,- ? ' ENGINEER
P N05'40'39E / /�O / �/ . I o = %'' • •
2 5h JJ9 r 9 35 94 (CHORD / J 0' I N'' ate t\P, J� ` e_ No.3634 \c .
' _ _ ""„nnu„• J ''`� • _,ia\_.-_`s\/�'t• \ �� II .� ��+'J?i� /`� _ _ _ _ %t _•�___ _ _,''a•'-•::�: •�alS `,IE °. l'�P�. �!• s
4010
-lo
EXISTING 13 til 29 N8419'21"W �FyJ a0�6,tiA `�9 S�t3
_ r .� 6w COORDINATES SHOWN ARE BASED ON
Ix1s11r+c _ i� 34.76'(CHORD) g Z 0 0 �- ^ SCO•
-0%
r v el /GO \\ �t rr� ss N 584.19 21 E 27 �i ARKANSAS STATE PLANE COORDINATES,
N65'38'13"E 1 5 / 9y .10 s ZF/ L �odo d I ( I FROM PAGIS MONUMENT NO. 2090
a E �{ a 34.76' CHORD)NORTH ZONE, NAD -83 AS
28.42'(CHORD) e�'i / s O� Zj UTILITY EASEMENT J 9• {�P \oa
R = 28.438 / / k DRAINAGE Sf2.0 v c�s�y q0-_25.00, \� \ tk / J.
UTILITY 83_7 s J
EASEMENT 7 ?O W 94,8$• 6�' 61 79 \\i �� �P - Jo \ /Z � UTILITY EASEMENT N
C S r�\W 6° t{ �i \ N39'34'52.� u l
\ // cl
19,65• , m ���, hZ J° ZaO� J1\V\ 'SO. 1- \J 10.44'(CHO}RR I gi NAME AND ADDRESS OF OWNER:
EXISTING \\ �75 'r" 1 �• /o 505'4O'39rw 9CC,\�� \ ' '/ 26 I 1300RRODNEY PARJOINT
HAM ROAD VENTURE
j
d'
78 \ �Zry / u 78 / a6`^ , Gg,ZP ��� / 35.94'(CHO ) 13,.Opte 7�'� 0 44\15*28 FORD) I 4 E SUITE
ROCK, AR.. 72212
76 w r G t OJ 9L S \
tiy0 i \� �y>' \ \\ \tiO�P�` �h /y CURVE DATA cMv io 77 a ,' CURVE DATA „1► . yo P ZF�r`'� ^ `�J O& 1& 24-a \ N41'47'30"E >
t
\\"o \O 0 O / P S6305'1 W\' J \
y v, = 38 2b'16' \ �5 R� F, !t 62.08' CHORD i
534 24'48"W A� 6 \\ O Jy / D = 64'19'50' r1 o R 372.33' \ �1 G/� 0 � 9.93'(CHORD) �O \ ( 5b9'S
28.86' 2g \ \BOJ \ \ R 286.48' N0324'28'W 1 T - 129.92' ��6�i%� e°jy t\�\ 22
Zti� \ \ 10 L 321.65' rn 19.38'(CHORD)S8T10'12"W 186.73'_'
1250.00'g3i J v, 9� Y
�y S88.43'5a'W -P \ \ I' NOt'21'4 " L = 0�0� ss� 10.93'(CHORIyY \ n'PA
13 33.89'(CHORD I N h\1 7\14�?p ��I 92 CHORD) N,5b3' �10R01 / ;�i / `)\�s.`'�`. \ r . / I I LEGEND
110.
o`�kCHS `\ a. 129? ��' 0y; S. r561 \ S69'�CHORD
o �y4 U ORV �\ ` 25'37"w \ / 5 .09' ) PHASE Vi BOUNDARY
20.41' H Opp !rU - 96.51' , ��- UTILITY EASEMENT / \ _ _ _ J r UTILITY EASEMENT
N 16 149.53 *(CHORD 6 4, y �\� E 8 E o. 62.08'(CHORD) P \ I - - LOT LINE
E 118 634,90%�,tco• �J a� Q�yC�aQ �`2g•00' St8 SfNENl _ UTILITY EASEMENF�� - - ¢�g.53S Ol Z' \ R_5° 5 y i 25 \ - - - - - EASEMENTS
y ci T '41"W OJti !0 tg•t 1 BUILDING SETBACK
I G l 9.3 1-W C HICKORYSREE�S1 <�
\46.31'(CHOFW ,E, -�{ 1► 430E
4R0 SOt 48'320E 96.51' 506'49 15' j"- • SET IRON PiN
t VP+"�Pory �� 509 0' 2"O 69.53'(CNORO) S, 51.09'(CHORD) _
iI UTILITY EASEMENT 4 y o 0 S03 -27'07"W 5' 5' CENTER LINE OF STREETS
\ l 0 a a 31.30'(CHORD)
57.12'(CHORD) 54.47 0 42.05' \�, 15Q I s
o -,I �i I 14 N 4 1 /W I \GE P haZ / 72 a1'21" ` 25' BUILDING SETi3AG14-
t.
C-1 i 48.2S(CHORD
I hyo/ 20.41 CHORD -i - Z)b'1 y910 I
I I � � TiLITY EASEMENT V`'
UTILITY EASEMENT\0 I 53754'3 23 -
I 48.2 '(CHORD) I ro . 24 d I
UN / 572'41'21"E s
J\\ 40.82 CHORD) 17 I
��� •� a � �, ro 20 rn�,a� � _ - --- =----- - �� J� _ I - 9
0 h J - --
1
p I SZS p� 6' \ S 0• / J0, \ UTILITY EA MENT a a°
.r1
STI _3 .23 CHC �m +. I
N
I N 165834,47
y �l J UTILITY EASEMENT
16 - E 1180276.58 FINAL PLAT
--
cv 1p UTILITY EASEMENT
CO \� - - _ - - - - - - - �- - - - rS HICKORY CREEK SUBDIVISION - PHASE V'
i^ I' - 314.61' _ 50'17 LOTS 13 - 30, 75 - 79 AND 55 - 56
`"• _ - - - - - - - L__ 11>t't6 '- LITTLE ROCK, ARKANSAS
N 167149.95 - - - - - __ �2
`t -a 1 24.9 - _ _ - - _ _ _ 149.20 _ 1316.36 PREPARED BY
148.26 FOUND 2' PIPE
L- - -- 219.37 _ - _ 1'48'32"W
140 7 ' GARVER AND CARVER ENGINEERS, P.A.
'
UPS, Wuey
----t- �' , a- UV- 3
o_ _ - T NO ! LITTLE SAS
,, n : E AN. 1994 N Z
1 . .
.10- FOUND 2' PIPE U -� cl .9� : UJM4'i _..__.
WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO
LEGAL DESCRIPTION
HEREBY CERTIFY TH T WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY
p
the SE i/4, SW 1/4, Section 19.o Township 2
t
FF, PLAT AND U`B�DIVIDE SAID REAL ESTATE I AC 0ROANCE WITH THIS PLAT.
I
A tract of land situated in the east 800 feet of
City Little Rock, Pulaski County, Arkansas, being more p Y
_ P - / /
North, Range 13 West, of
described as follows:
KORY CREEK JOINT VENTURE DATE OP EXEC TION
monument at the southeast corner of the said SE 1/4, as 1/4; thence
By CLINT BOSHEARS, GENERAL PARTNER
Commencing of a concrete
boundory line of Hickory Creek Subdivision .- Phase V.
SOURCE OF TITLE: DOCUMENT N0. 81-00923, 82-34488, 83-08252
'n
586'19'59"W, along the south 45.61 feet
recorded in Plot Book D, Page 621, Circuit Clerk Office, Pulaski County, Arkansas,
V. also being the Point of
CERTIFICATE OF ENGINEERING ACCURACY
o
e+
--
to the southwest corner of said Hickory Creek Subdivision -Phase
along the south line of the said Bost 800 feet,
1, RONNIE D. HALL, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A
a 1
_� --
_-
Beginning: thence continuing S86'19'S9'W.
said east SQO;feeh thence
PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK
z
T
I
754.19 feet to a 2" Iron Pipe of the southwest corner of
800 feet, 1316.36 feet to 0 2". iron Pipe at
SUBOIViSi')N RULES AND REGULATIONS HAVE B EN COMPLIED WITH,
N01'48'32'W. along the west line of said east
east 800 feet; thence N86'09'53"E, along the north line of
the northwest corner of said
800 feet. 310.00 feet to the northwest corner of Hickory Creek Subdivision - Phase
/Z/,g Z 94
said east
1, as recorded in Plat Book C. Page 112, Circuit Clerk Office, Nioski County, Arkansas;
Phase I lite following
DAT OF EXECUTION REGISTERED PROFESSIONAL ENGINEER N0. 3634
thence along the boundary line of said Hickory Creek Subdivision -
CERTIFICATE OF SURVEYING ACCURACY
of
I o 31
'courses and distances:
1. BONNIE O:.hI/�1,4jHEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDAF
57 nl IM EXISTING
53424'48'W, 28.86 feet;
228 46 feet• i
SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXiST AND ARE
EXISTING
- -
. •94 054:72 D -- vi `1
N
S27 28 41 E, - -
along a non -tangent curve to the right, having a 261.48 foot radius, a chord bearing and CORRECTLY SHOWN HEREON AND THAT ALL SURVE INC REQUIREMENTS OF THE LITTLE ROCK _- --
distance of N65'38'73"E, 28.42 teat, for o. distance of 28.x3 feet SUBDIVISION RULES AND REGULATIONS HAVE 9= COMPLIED W; " POiNT OF COMMENCEMENT VICINITY MAP
521'14'54"E, 149.61 feet; J / / 9� D -
CR FOUND CONCRETE MONUMENT,
S53'49'40'W. 70.75 feet; DATE. OF EXECUTION REGISTERED LAND SURVEYOR N0. BGS Y HICKORY CREEK SUBDIVISION - PHASE V a SOUTHEAST CORNER OF THE SCALE: 1' - 2000'
S12 -08.370W, 94.85 feet; 53 382.81' SE'Q, SW/4, SECTION 19,
S36'52'47"E, 213.28 feet to the common corner of Lot '72 0� sbid; Hickory Creek SOt'10'S5'E - - T -2-N, R -13-W
Subdivision -Phase I and Lot 80 of Hickory Creek Subdivision - Phase IV, as recorded in ERROR OF CLOSURE i' IN 10,000' EXISTING 155.84' 176.98'
Plat Book D, Page 557, Circuit Clerk Office, Pulaski County, Arkaneos;+' CERTIFICATE OF FINAL APPROVAL �a UTILITY xi N 165831.24
thence leaving said boundary line of Hickory Creek Subdivision - phase Ij: S35'32'00'W, W Y E 1181030.76 POINT OF BEGINNING
along the boundory line of said Hickory Creek Subdivision -Phose IV, 81.12 feet; thence PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE / A a\ EASEMENT m o'a a
continuuing along said boundary line of Hickory Creek Subdivision - phaac. IV, the following CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT lS'HEREBY ACCEPTED a� a�� Inl aIN Ism I UTILITY. EASEMENT 15'
courses and distances: THiS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGUL
S38'21'550E• 330.00 feet; TIONS. i' 56 U a I ao io a,10 v' I U1
Pz Z z
I N39'44'39"E, 64.84 feet; _ ? 30
N63'32'420E, 64.47 feet to the northwest corner of said Hickory Creek Subdivision - f a , 4Jg1 A o w
Phase V; s9d J9• o m
thence leaving said boundary line of Hickory Creek Subdivision - Phase IY, 50110'55"E, DATE F EXECUTION LITTLE OCK PLANNING COMMISSION 54 v F I SCALE: 1" = 50'
along the west line of said Hickory Creek Subdivision - Phase V. 382.81 feet to the Point of -••• In �'0 50 25 0 50 100 150
CERTIFICATE I-�Q_�9`1y ' EXISTING = �
Beginning; said tract of land containing 15.873 acres (691,424 S.F.), more a less, TH DOCUME� RE�C�OQRRIN(9 C1.�i4%FLED FOR RECORD IN PLAT BOOK N 3� �� N I
Tj PACE 1_J_- .FOR BiLL OF ASSURANCE SEE DOCUMENT N0. Ch
I O 5996 �
\�9 ��,� NM 5' -- SOVIO'55"E -_
a I / 185.72' *BASIS OF BEARINGS: HICKORY CREEK
CIRCUIT CLERK \ S p0 Q CURVE DATA / S Z td / ' SUBDIVISION -PHASE i
1ACQUMA ALEXANDER, Circuit Clerk +"••.,,, , o = so 54'07"
R = 249.11'
T = 118.56'Op
r
HICKORY CREEK SUBDIVISION oHASE iV L 221'31' / r'�l /
a +v/ I I ,c�����e ....E ��'' ARI t SAS
55 +o/OQO /y+°,.oj'/ / / 28 00 ' STAIE OF % 01 * 4t
J;i_
so `so. °� �/ �/ / I ,, 'A;' a: .e�� O: REGISTERED
�,.•:..:'� '.:`.'.rn, EXISTING ,9 C 'v�• \ /
'� / / UTILITY EASEMENT o tD _ O: - PROFESSIONAL
cc' �o z`'/yti / o c �- ,- ? ' ENGINEER
P N05'40'39E / /�O / �/ . I o = %'' • •
2 5h JJ9 r 9 35 94 (CHORD / J 0' I N'' ate t\P, J� ` e_ No.3634 \c .
' _ _ ""„nnu„• J ''`� • _,ia\_.-_`s\/�'t• \ �� II .� ��+'J?i� /`� _ _ _ _ %t _•�___ _ _,''a•'-•::�: •�alS `,IE °. l'�P�. �!• s
4010
-lo
EXISTING 13 til 29 N8419'21"W �FyJ a0�6,tiA `�9 S�t3
_ r .� 6w COORDINATES SHOWN ARE BASED ON
Ix1s11r+c _ i� 34.76'(CHORD) g Z 0 0 �- ^ SCO•
-0%
r v el /GO \\ �t rr� ss N 584.19 21 E 27 �i ARKANSAS STATE PLANE COORDINATES,
N65'38'13"E 1 5 / 9y .10 s ZF/ L �odo d I ( I FROM PAGIS MONUMENT NO. 2090
a E �{ a 34.76' CHORD)NORTH ZONE, NAD -83 AS
28.42'(CHORD) e�'i / s O� Zj UTILITY EASEMENT J 9• {�P \oa
R = 28.438 / / k DRAINAGE Sf2.0 v c�s�y q0-_25.00, \� \ tk / J.
UTILITY 83_7 s J
EASEMENT 7 ?O W 94,8$• 6�' 61 79 \\i �� �P - Jo \ /Z � UTILITY EASEMENT N
C S r�\W 6° t{ �i \ N39'34'52.� u l
\ // cl
19,65• , m ���, hZ J° ZaO� J1\V\ 'SO. 1- \J 10.44'(CHO}RR I gi NAME AND ADDRESS OF OWNER:
EXISTING \\ �75 'r" 1 �• /o 505'4O'39rw 9CC,\�� \ ' '/ 26 I 1300RRODNEY PARJOINT
HAM ROAD VENTURE
j
d'
78 \ �Zry / u 78 / a6`^ , Gg,ZP ��� / 35.94'(CHO ) 13,.Opte 7�'� 0 44\15*28 FORD) I 4 E SUITE
ROCK, AR.. 72212
76 w r G t OJ 9L S \
tiy0 i \� �y>' \ \\ \tiO�P�` �h /y CURVE DATA cMv io 77 a ,' CURVE DATA „1► . yo P ZF�r`'� ^ `�J O& 1& 24-a \ N41'47'30"E >
t
\\"o \O 0 O / P S6305'1 W\' J \
y v, = 38 2b'16' \ �5 R� F, !t 62.08' CHORD i
534 24'48"W A� 6 \\ O Jy / D = 64'19'50' r1 o R 372.33' \ �1 G/� 0 � 9.93'(CHORD) �O \ ( 5b9'S
28.86' 2g \ \BOJ \ \ R 286.48' N0324'28'W 1 T - 129.92' ��6�i%� e°jy t\�\ 22
Zti� \ \ 10 L 321.65' rn 19.38'(CHORD)S8T10'12"W 186.73'_'
1250.00'g3i J v, 9� Y
�y S88.43'5a'W -P \ \ I' NOt'21'4 " L = 0�0� ss� 10.93'(CHORIyY \ n'PA
13 33.89'(CHORD I N h\1 7\14�?p ��I 92 CHORD) N,5b3' �10R01 / ;�i / `)\�s.`'�`. \ r . / I I LEGEND
110.
o`�kCHS `\ a. 129? ��' 0y; S. r561 \ S69'�CHORD
o �y4 U ORV �\ ` 25'37"w \ / 5 .09' ) PHASE Vi BOUNDARY
20.41' H Opp !rU - 96.51' , ��- UTILITY EASEMENT / \ _ _ _ J r UTILITY EASEMENT
N 16 149.53 *(CHORD 6 4, y �\� E 8 E o. 62.08'(CHORD) P \ I - - LOT LINE
E 118 634,90%�,tco• �J a� Q�yC�aQ �`2g•00' St8 SfNENl _ UTILITY EASEMENF�� - - ¢�g.53S Ol Z' \ R_5° 5 y i 25 \ - - - - - EASEMENTS
y ci T '41"W OJti !0 tg•t 1 BUILDING SETBACK
I G l 9.3 1-W C HICKORYSREE�S1 <�
\46.31'(CHOFW ,E, -�{ 1► 430E
4R0 SOt 48'320E 96.51' 506'49 15' j"- • SET IRON PiN
t VP+"�Pory �� 509 0' 2"O 69.53'(CNORO) S, 51.09'(CHORD) _
iI UTILITY EASEMENT 4 y o 0 S03 -27'07"W 5' 5' CENTER LINE OF STREETS
\ l 0 a a 31.30'(CHORD)
57.12'(CHORD) 54.47 0 42.05' \�, 15Q I s
o -,I �i I 14 N 4 1 /W I \GE P haZ / 72 a1'21" ` 25' BUILDING SETi3AG14-
t.
C-1 i 48.2S(CHORD
I hyo/ 20.41 CHORD -i - Z)b'1 y910 I
I I � � TiLITY EASEMENT V`'
UTILITY EASEMENT\0 I 53754'3 23 -
I 48.2 '(CHORD) I ro . 24 d I
UN / 572'41'21"E s
J\\ 40.82 CHORD) 17 I
��� •� a � �, ro 20 rn�,a� � _ - --- =----- - �� J� _ I - 9
0 h J - --
1
p I SZS p� 6' \ S 0• / J0, \ UTILITY EA MENT a a°
.r1
STI _3 .23 CHC �m +. I
N
I N 165834,47
y �l J UTILITY EASEMENT
16 - E 1180276.58 FINAL PLAT
--
cv 1p UTILITY EASEMENT
CO \� - - _ - - - - - - - �- - - - rS HICKORY CREEK SUBDIVISION - PHASE V'
i^ I' - 314.61' _ 50'17 LOTS 13 - 30, 75 - 79 AND 55 - 56
`"• _ - - - - - - - L__ 11>t't6 '- LITTLE ROCK, ARKANSAS
N 167149.95 - - - - - __ �2
`t -a 1 24.9 - _ _ - - _ _ _ 149.20 _ 1316.36 PREPARED BY
148.26 FOUND 2' PIPE
L- - -- 219.37 _ - _ 1'48'32"W
140 7 ' GARVER AND CARVER ENGINEERS, P.A.
'
UPS, Wuey
----t- �' , a- UV- 3
o_ _ - T NO ! LITTLE SAS
,, n : E AN. 1994 N Z
1 . .
.10- FOUND 2' PIPE U -� cl .9� : UJM4'i _..__.