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TYPE I DITCH
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TYPE IV DITCH
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VICINITY MAP
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3/4" REBAR S 87x54'34" E 315 21'a'o
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157 60' 3/4" RLMIAR
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A = 16.3 AC 15' EASEMENT J
9Q�9 O� Q = 34.2 cfs
FL 440.0 15 0 16
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A = 18.9 A �\ I P D\ YANOPI
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= 12OPENINT
1 08.6 PRESSION S �F 2 R=50' -'� 15' EASEMENT 24" RES Spring Valley
®j 0-?,- RCA =.fm' -- -405 FL 430.40 aww�
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�j A = 719.5 AC
15' EASEMENT OPENING
h� Q = 41.0 cfs
134.06' S 5� DEPRESSION EXISTING 24" RCP
FL 433.90 I / FL 426.7
132.60' 1o' x 1o'
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CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
�0,1STEt?pI// A°.,
,� •• ""••• % I, �QQe�_C_ GOW e.-_____ ---------- HEREBY CERTIFY THAT THIS PLAT CORRECTLY
�c STAT,E^'cOF'• REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING RE-
•: A v. i
^- QUIREMENTS OF THE STATE OF ARKANSAS AND THE CITY OF LITTLE ROCK SUBDIVISION
ver = O: = RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND A COPY OF SAID BOUNDARY
r °41`iil'• :,ca HAS BEEN DULY FILED FOR THE RECORD OFFICES OF THE STATE SURVEYOR AND THE
'�'1'cP'••;"!rp O�q';:'� PULASKI COUNTY CIRCUIT CLERK ON _-___�}IO/e�L__ ,,,•$$
NI S. O J ---- Z-----------r 1------
IN
N �� A. S PLAT BOOK 47 PAGE (e�Z
--------------- ---=
ANC,,.• ,
iwna "'r!lllrlrsss SIGNED
Mx+
OR
4-k S / �j ----- --- --- -L. .---------
/,4/StfkIE 67 ": DATE OF EXECUTION NAME, REGISTERED LAND SURVEYOR
M,. I
ACiNh__j I i N0._ �Z___, ARKANSAS
\
RE':ISTERED
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
v. `j° ��¢T----ftC G----- -_- HEREBY CERTIFY THAT THIS PLAT
Ci4f�� CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS
>' OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED
IN to WITH.
\
s SIGNED
[Awv
Oar P54+r1
Y------------------------ -------------- ---
DAATE OF EXECUTION NAME REGISTERED ENGINEER
NO.ISi 6 -, ARKANSAS
PROPERTY DESCRIPTION CERTIFICATE OF PRELIMINARY PLAT APPROVAL
PART OF THE NW 1/4, NE 1/4 OF SECTION 8, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGUALTIONS
ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: RELATIVE TO THE PREPARATION AND SUBMITTAL OF A PRELIMINARY PLAT HAVING
BEGINNING AT THE SE CORNER OF THE NW 1/4, NE 1/4 OF SECTION 8, T-1-N, R-13-W; THENCE BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO
N 87'40'17' W ALONG THE SOUTH LINE OF SAID NW 1/4, NE 1/4 A DISTANCE OF 320.99'; FURTHER PROVISIONS OF SAID RULES AND REGULAITONS. THIS CERTIFICATE
THENCE N 02'02'35" E 856.76'; THENCE S 87'S4'34' E 31 21' TO A POINT ON SHALL EXPIRE ------------------------
THE EAST LINE OF SAID NW 1/4, NE 1/4; THENCE S 01'39'26" W ALONG THE EAST LINE
OF SAID NW 1/4, NE 1/4 A DISTANCE OF 858.12' TO THE POINT OF BEGINNING, CONTAINING DATE
6.26 ACRES, MORE OR LESS.
O I I I 300 LF TYPE I DITCH SIGNED
11 - - - - - - - - - - - - - - - - - - - - - - -
o
0 DATE OF EXECUTION NAME
w LITTLE ROCK PLANNING COMMISSION
Lo
'0 I 134.93' 1 w 1 132.60' to
IN NOTES: GENERAL NOTES
00 0 1 10 1 0 1. ALL BUILDING LINES ARE AS SHOWN
v 1 1. BEARING DATUM AND ELEVATION WAS TAKEN FROM PAGIS
w 1 � 2 1 O F MONUMENT #2055.
D 00 qt� 2. ALL DISTANCES ON CURVED BOUNDARIES ARE CHORD DISTANCES
135.37' O 2. ZONING OF THE SAID PLAT IS R-2.
W I 132.60' I W Q N 3. AVERAGE SIZE LOT 65' X 133' & THE MINIMUM SIZE IS 3. ALL CORNER RADII ARE 25', UNLESS OTHERWISE NOTED.
w w
� t] (n � 64' X 120'.
H & M REALTY " o I 7'I _ Z Z 4. ALL STREET R-O-W AND CUL-DE-SAC RADII ARE 50', UNLESS
ZONING R-2 O I 9 10 0 0 2 N N- O 4. SOURCE OF WATER - LITTLE ROCK WATER MUNICIPAL DEPARTMENT.
uI 2 _ O z OTHERWISE NOTED
N o I � Y ri 0 00 � rD Z 5. DISPOSAL OF WASTE - LITTLE ROCK WASTE WATER DEPARTMENT.
135.81' I - �I _N L0 � w 0 6. OWNER - ERC PROPERTIES INC. 815 FORT ST. 5. ALL EASEMENTS SHOWN ARE 10' IN WIDTH, UNLESS OTHERWISE NOTED
m 132.60' O BARLING, AR. 72923 - SOURCE OF TITLE - UNDER OPTION.
N In � _ F- Q 6. ALL EASEMENTS ON COMMON LOT LINES ARE 10' IN WIDTH, 5' EITHER
p I 1 Z 1Z 7. STORMWATER DETENTION AND EXCAVATION ORDINANCES OF THE
NSIDE, UNLESS OTHERWISE NOTED
0 I I I c- O O CITY OF LITTLE ROCK, ARE TO BE COMPLIED WITH.
8 I 0
o I 23 Io tZY 7. ALL EASEMENTS ARE TO BE USED FOR UTILITIES AND/OR DRAINAGE
I� C/') 00
I 136.24' I I I m
1 132.60'
15' EASEMENT
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I j 136.68' 1 III II I
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L------------.61'QOJ8 9 3,W 1�61
89 W R/ vy-
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64.00'
1 15' EASEMENT
1 IO
0.
IN
I
64.00' P 0 B
3/4" REBAR SE COR., NW 1/4, NE 1/4,
SECTION 8, T-1-N, R-13-W
1" = 50'
0 50 100 150
PRELIMINARY PLAT
POINT GLEN SUB'D
LITTLE ROCK, ARKANSAS
MCGETRICK ENGINEERING
ENGINEERING / LAND DEVELOPMENT CONSULTANTS
Little Rock, Arkansas 72221
MARCH 12, 1993
REVISED 4/5/93