HomeMy WebLinkAboutS-0054-S Map 3PROPERTY DESCRIPTION" "POINT WEST 4TH ADDITION"
Part of the SW 1/4, NE 1/4 of Section 8, T-1-N, R-13-W, Little Rock, Pulaski County, Arkansas, CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
more particularly described as:
Commencing at the NW corner of the NE 1/4, SE 1/4 of Section 8; thence N 87'08'34" W along
the South line of the SW 1//4, NE 1/4 65 49'; thence N 02'19'26" E 20.00' to the Point HEREBY CERTIFY THAT THIS PLAT CORRECTLY
of Beginning; thence N 51'35'59" W 271.76'; thence N 70'53'46' W 228.47'; thence REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING RE-
-a'- N 48'23'22' W 136.69'; thence N 24'57'37" W 234.81% thence N 01'25'45" E 120.00' QUIREMENTS OF THE STATE OF ARKANSAS AND THE CITY OF LITTLE ROCK SUBDIVISION
to a point on the South line of Point West Third Addition, Phase 3; thence S 87'42'34" E RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND A COPY OF SAID BOUNDARY
' 1 along the South line of said Addition 653.70' to a point on the West line of Point West Third
2 HAS BEEN DULY FILED FOR THE RECORD OFFICES OF THE STATE SURVEYOR AND THE
Addition, Phase 2B; thence S 02'19'26" W along the West line of said Addition 641.60' to ,,,E°11��l•i,,
ZONING - R2 the Point of Beginning, containing 6.54 Acres, more or less. %,%`� ''�, PULASKI COUNTY CIRCUIT CLERK ON -----_-----------, 1953_,
`�. E ,.... ''., IN PLAT BOOK ----�---------- PAGE ---
...6 lO 9 L --
BOOK D, PAGE 614
TYPE V DITCH DETAIL P POINT T WE sT ITT. OF •'•
NTs WEST 3RD PHASE 3 'Dr K.ANS s SIGNED
-� 01 -
9�7�g3 - ----- ------ c-
S 89022'00" E 653.70' (RECORDED) }
I
:, Tian �
<J; DATE OF EXECUTION NAME, REGISTERED LAND SURVEYOR
Q 3/4" REBAR 5' EASEMENT S 87.42'34" E ! �i'•F�P ��'�,
53.70 O'• T c. LOB,.• r c
N0._______, ARKANSAS
410 5J ,
r} 140.00' _ 420 5' EASEMENT IPF ' �'' �� LANU,°,.`�,
O -
N I 20. 0' - -� - - - - - - 430 a3R 3/4" REBAR "��
r 1 0 86.^9' - - -- a/61►IAJa.• _ C TIFICATE OF PRELIMINARY ENGINEERING ACCURACY
250 LF TYPE V DITCHLID 1 25 1 \ \ 15 62 I 438 -- 1 ulin, ', Fa 6�J _hftr�1G
%I o O 1 \ / `lE
a I I I Io NOTES: s.,a:,S,* b __`_/J�/� HEREBY CERTIFY THAT THIS PLAT
W I 139.10' I I 1fi '.,1 s,a � ORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS
I rD �i f. �.i S
120 0' 1 1 �9 18 1. BEARING DATUM AND ELEVATION WAS TAKEN FROM PAGIS r O THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED
F i 25' EAS MENT I I 0 3vS o MONUMENT //2055. p 4
R "' TH.
d oo �z ^ I of 6 ' I A`;y`."` 11
1 - 2. ZONING OF THE SAID PLAT IS R-2. K!"/ o o 1 Nor';` ;, 1 SIGNED
cV ° I 2 0 24 1 I - - 1 430 3. AVERAGE SIZE LOT 65' X 120' & THE MINIMUM SIZE IS..'C'%(M hr1c=%j ` p
to I i' 64.6' X 109.8'. �''vii�/f-------'/'� 7 _ _!_3___ -
3/4" ZBAS 1 8.52' N 1 2 4i. 40' / n---------
1 � 4. SOURCE OF WATER - LITTLE ROCK WATER MUNICIPAL DEPARTMENT. DATE F EXECUTION NAME, REGISTERED ENGINEER
\� I r- 11 O1 I 118. 8 1 Np• }-S6� _, ARKANSAS
10' EASEMENT \ I 5. DISPOSAL OF WASTE - LITTLE ROCK WASTE WATER DEPARTMENT.
I I \ 15' EASEMENT 6. OWNER - CORNERSTONE DEVELOPMENT CO. 2722 MILITARY RD.
\ 3 BENTON, AR. 72015 - SOURCE OF TITLE - UNDER OPTION. CERTIFICATE OF PRELIMINARY PLAT APPROVAL
00 R 50' 02. 0'
\ \ 1 23 ^ C6\ I 7. STORMWATER DETENTION AND EXCAVATION ORDINANCES OF THE ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGUALTIONS
1 I CITY OF LITTLE ROCK, ARE TO BE COMPLIED WITH.
• 112.6 \ \ I I RELATIVE TO THE PREPARATION AND SUBMITTAL OF A PRELIMINARY PLAT HAVING
00 \ \ h 1 BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO
C� \ v I \ �p10O� FURTHER PROVISIONS OF SAID RULES AND REGULAITONS. THIS CERTIFICATE
L-1. SHALL EXPIRE ------------------------'
\ - 2 O 1N 20 DATE
^`v rn \ \ SIGNED
I
1
10' EA EN
\ < W DATE OF EXECUTION NAME
Q \/ 2' G/NF 14' OP NG ! O' h J O m
LITTLE ROCK PLANNING COMMISSION
36 ems" `RESS Ac. /J n° �0. j0, Q (if N
5 S> 5GI \�',� Q .55 cfs /o O W
3so \\ F� `\ P s g 394.0 r 1 Q 00 o �° GENERAL NOTES
'u^" OEf
14 OP N G (p �_ (V
iPs \ S> S S 28 /S 155R� A 5• 5AC. INS 1 C, a- W -_ Ch 1. ALL BUILDING LINES ARE AS SHOWN
3/4" REBAR .R), %7• w _ 14 1
A, \ 2e'1��-� l _®300° FL 392. 0 of }_ --1,\�_. 11n 3� Q I --
Y 2. ALL DISIANCES f`N C;1R'JEC) ��IUNDARIE3 ARE CHORD DISTANCES
-49• Bts S S7.g _ � f Q z
C v.. \ 1 z 3. ALL CORNER RADII ARE 25', UNLESS OTHERWISE NOTED.
6.2' g xPI2t5SS G2 �\ 1 41004 0 OZO
�•, ,;BCO 4j„ \ W O - 4. ALL STREET R-O-W AND CUL-DE-SAC RADII ARE 50', UNLESS
6227, 2 P F S ` I m OTHERWISE NOTED
'v ?
% %> RO\ \ / / ^ FQL 39065A cfs 2 7 S 's,.-- R= 5 100' I O o Z 1" - 50 5. ALL EASEMENTS SHOWN ARE 10' IN WIDTH, UNLESS OTHERWISE NOTED
OO V� U3 J N ' OPENIN F I In : r Q - -
6' 46 a 5" RESS LFJf zy 1 0 6. ALL EASEMENTS ON COMMON LOT LINES ARE 10' IN WIDTH, 5' EITHER
A�A y� `9 IPS 1 /DO "?' /// O 0 50 100 150 SIDE, UNLESS OTHERWISE NOTED
"7jL 3/4" REBAR 66,54,E �__ co /� 6 \ O, / 1
T A, / / o 7. ALL EASEMENTS ARE TO BE USED FOR UTILITIES AND/OR DRAINAGE
��o V S 6 �® 11 1
� OO 3 49.17'
65 18 S '
vC�(,` 9�^ �28 4,' 2/ 387.
EAS NT I 00
�r 'V IPS 6. W
3/4" REBAR 6
\ p 10 ASEMEN CURVE # 1 CURVE # 2
VICINITY MAP ti o I o= 73*45'200.04," o= 11*54%500.0ti4"
\ Z _ R = 257.48 R = 103.9I
e;'WrEDRI IL111'4,% '. � �s--+ t �j� \ J I L = 257.48 L = 103.93
r, _ d` r s \ Icli T = 150.06 T = 52.15 Lo C = 240.06 C = 103.74
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:AS NT I
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N Si _ ' -'. roRr r .`�' w " ' yl _...._� aaWss! ca ti [a,„vR fx c f, „•,.0 MON/F
�.a4tp ,� ,••' - R,fEMW +•, N 02'19'26" E 20.00' MON/F CONC. MON.
`. �„ cv cat- • ` Toolm I " CONC. MON.
! Pvl oe ■ w W a Ridg4r; N 87'08'34" W 655.49' NW CORNER, NE 1/4, SE 1/4,
oa oeusi efj .Frei a NW, a:, R ya.
. ,,,� !�Z aAY15 �� �� •°�4..~',♦y �, $ 0 r N,5 •' R� SECTION 8. T-1-N, R-13-W PRELIMINARY PLAT
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GeeF �'ti
POINT WEST 4TH ADDITION
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ZROJECr
14, Sandpiper - LITTLE ROCK, ARKANSAS
LOCATION
Spring Valley M�Or°k ,,, I o
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MUM
MCGETRICK ENGINEERING
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SCALE: 1' - Z5OO SQ. FT. ENGINEERING / LAND DEVELOPMENT CONSULTANTS the Rock, Arkansas 72221
1 APP
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:'ARCH 10, 1993 ' z,
REVISED 4/5/1993