HomeMy WebLinkAboutZ-7216 Map 7EDGE OF
TAYLOR
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FOUND 14' REBAR
PROPOSE
D TE A C T 99 A 99
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FOUND 7¢' REBAR
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^�I Lf) JULIA CYPERT (TRUSTEE)
PROTECTIVE FENCE ONE FOOT
I ASIS FOR BEARINGS
92 PARKING SPACES SHOWN AT 9'x20'
4 HANDICAP PARKING SPACES SHOWN
AT 13'x20' ALL ISLES 20' MIN.
NOTE: BUFFERS MUST REMAIN
UNDISTURBED EXCEPT AT DRIVEWAY
AND UTILITIES
NOTE: ALL EXTERIOR LIGHTING WILL
BE LOW INTENSITY AND DIRECTION
CONTROLLED
/ B 1¢
OUTSIDE OF BUFFER FOUND " REBAR
/�
FOUND J¢' REBAR f - N 89000'06" E 420.38'
ADDITION
1" STEEL ROD IN LONGLEA
AD
1/ Q DITION S86'48'19'E 11.33' FROM
i N 89'00.006�" E CORNER
N 89'00'06" E _ _ =� _ 100. V-_ t
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LO -+ . 3 35 �72. T 37 .8911 37 0 G 37.39I AT I 3 1.85 - \N Q5°Q5'42" W !/p TECtIV7 R L
\48.53' TOP OF LdPE�DT 13 sI an,
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I I / I T 6 .7 I 'r I r .09 I + 3 5. 37�.§2 T .43 \ \
C \ \ 1 I I� I I I� I I i / I, G 69.2 - �T-I $1 I II I G 375.0 G I.93 - 0.4'2,1 ACRES
35.89' \ \\ 1 1 1 t l l I I I I• : I _ \
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I I I I I I I I' 1 4b0
1 \ I I I ITRAC "d" I I. I l i I I I I II I 1 1 I 1 T»- v
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\\ \\\ 1 � _. 371 /ARES I I( I I I I 1^ a -a. 0- c .,.c. co \ kc 1 I I I I 1 ~\
1 I' I 1 I I I I 1 I V I G 72.501 \ H AC \ \ (T 3. 8 \ 1 1 ' T 1 .921 I I \ r f I \ ~\
1 s+zo \ G13 f{C z+00 e0G 8122 r+za I o+eo +40� \ 000
n 4 +4 T 3 8.54 A 3 �- 3 .58
\� •� •A \ 1\ 1 1 GRAD \ 1 1 A 1 \\
I \ PTOR LE \ \ 1 r- SEv 379).50 \
Ln \10 \\I\ {As NEEoEO) \ \ y H c 379.00 11 I 1 I \
6
\ \ \ \ \ \ \ \ 1 ` ^t N'77SSE I I 1 I CURVE DATA:
��...S GRn E320. r�% I I I I I II 1 1 1 I ARC LENS;TF x57.08' \\ \
CHORD' BEARIMr; N 00'00 W \ 1
�97' 1 I ctigkD LENc1,h 100.00
cP ey t+e0 \ ( I _+I Oo 13+60 / 3 0 �aa z+40 f w - - a+60 0+40
O _I+ + h .57 I 3� .92 378. W,3 8 1 _ 1
3 �O� �� \ \ 1\ 3 .34 I ( I I I GI 378.0p 7 1
CURVE DATA I o \;\o: \ I \� \\ \\�\\ 1 �� �� I I I I 2D D, I , I�I 1� 1� o
$ '9r \\ \ \ \\ \ `\ \ \ 1 I I I I I I I I I <^ \ \ \ ARC LENGTH: 63.11%/ \
RADIUS: 612.21' \ \ 3�.a�\�u+ \ \ \ \ e\ I 1 m° I' BUFF CHORD BEARING: JJ�� 36'09'36' W
e \ • O \ \ \ \ \ \\ \ \ I I I I I + \ \ CHORD LENGTH- 9.00'
ARC LENGTH: 24 .58 \ \ \
G, N 21°44 3 93 W \ Z a,�\ \ 1 11 I I I I 36 4\ I o _
CHORD BEARIN } �\ Fri' 1 1 1111 I /1 I I I I T 376.9 1 I I \ 0+40 \.
7 4+ s.s1 \ �\ _ +01 I I I _f_a4o� L I - 3+so _ 1 _ L + - _ 11�- z44a- G 76.9 +oo �- t _ 11 r+z \ \ _ 0�-
CHORD LENGTH: 242.96 - I TII I 1 \ -It E DENC --'
T 3 T 376.4 7 34 376.9 3 35 \ I$ 02
`BGRA E 317.0 \ \i76.5 G X576. 4 \ •4 G\3 5.85\
\ 1\ \ \ \ \ _
4" I \T 376.4 1
EAST BACK OFIURB OF HINSON ROAD \\ \ \ \ \ \ \ \ \ \ \ \ 1 0\76 4
6Vnc ooG• ee \e \ \ \ \ \
3 375.6 0
� I \
\37s.1
4+\.00 \ 411 11, \' 11�4y�0-,-�{ 11 \ \ \\ \ \\ e \\ +20\ \ e le\ \ \ 2+', `j\� ' 2+0\ T 3 441 \_ so �\ \ x+30\ 3 \�.�+80 �RFSIr�- `1
`\ 3743\ Ge- .63 34`8 pm` ®.4� �A
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a
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Q 11 II I\'ll 1 ` \ \ \ \ e e\ \\ e\ \ \\\\ G 73. 64 6��\ \ G 33.9+t
AXEMENT
E AND
CIII^OF�LIISLANDS
�S E RO
A\� \]/��
UNIGHT�GLASS CURB \ \ / \ \ \ \ \
\ I 1 I 1 1 \
II I�\\\2+80\\\\1\
2+4+ .08 4 1 1 4 +3\ "3+0 i - +� \\®
a
(� 1 \ I 1 Irk \�-�
I u e.4s+4a ``II \ 1 I ��I s+l99g000 I 1 1 3+ \ \ \ \ tzp \ \1 \ z+a0 \ \ z�v0 \ \zsea \ �G \ 1\ \ \ +e0 \ 0+4a \ \ I
a I e A 0 00.64% 02.50 \ \ \ \ 2\
0 \ \ \ \ \ \ \ \ \
f+eeP �\ I \ 11+60 \ -\ L) \ \ \ \ \ \ \ \
+zo
4+7.,6 \ \+°0\ \2+40 \ \ 1_-+-----\�---\-0+}4-0
CURVE DATA o
RADIUS: 442.18'
----
' B FF€R\ f I I 1 1 \ 88'16 9' W 10Q.00' \
ARC LENGTH: 100.46 \�\. �
I\ 1 /
CHORD BEARING: N 1 6°51'02" W \ \ \\\\\\ \ \ \ 8876'09" W 3 4.56'\S 88°1 6'09" W 424.56'
a
CHORD LENGTH: 100.24' <�
RICHARDSON INVESTMENT CORP.
(UNIMPROVED)
R-2
4+00
NOTE: ALL LANDSCAPE AREAS WILL
BE IRRIGATED AND PROTECTED BY
CONCRETE CURBS
NOTE: CONTOUR ELEVATION DATUM
IS 4.9' LOWER THAN DATUM FOR
3+80 PAGIS MONUMENT 2063-0061
-FOUNO 2' BRASS CAP, MARKED "PAGIS
2063-0061" (LONGLEA ADDITION)
3+00
(f) _PROPOSED CURB
2+00
FOU325.
(LONGLEA
3/4' REBAR
(LONGLEA ADDITION)
PROPOSED 8" SEWER
EXTENSION
f 1+5NOY BEAR ORIVe
R.O.W.
0+30
0+00
FOUND 1/2' REBAR
(LONGLEA ADDITION)
FOUND 1/2" REBAR
FOR LONGLEA ADDITION
14.85' NORTH OF CORNER
POINT OF BEGINNING
SOUTHEAST CORNER
NJ NW, SWY4 SECTION 19
T -2-N R -13-W
THIS PROJECT
NOTE: %ga and Cover are 24" standard
aldewalk type. All proJectiana through pavements
such as monhale rings, valve boxes° etc. are to
be wrapped with Expansion Joint Material
to prevent band with concrete.
A- --i
4'-0' Min. --II
Y6 Ban 9 6" O.C. Both Waya
MANHOLE
I U I AL i NAL: I AKtA
229,363 SQUARE FEET, OR 5.265 ACRES, MORE OR LESS.
M
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H ®1 322 North Market Street
P Benton, Arkansas
(f) _PROPOSED CURB
2+00
FOU325.
(LONGLEA
3/4' REBAR
(LONGLEA ADDITION)
PROPOSED 8" SEWER
EXTENSION
f 1+5NOY BEAR ORIVe
R.O.W.
0+30
0+00
FOUND 1/2' REBAR
(LONGLEA ADDITION)
FOUND 1/2" REBAR
FOR LONGLEA ADDITION
14.85' NORTH OF CORNER
POINT OF BEGINNING
SOUTHEAST CORNER
NJ NW, SWY4 SECTION 19
T -2-N R -13-W
THIS PROJECT
NOTE: %ga and Cover are 24" standard
aldewalk type. All proJectiana through pavements
such as monhale rings, valve boxes° etc. are to
be wrapped with Expansion Joint Material
to prevent band with concrete.
A- --i
4'-0' Min. --II
Y6 Ban 9 6" O.C. Both Waya
MANHOLE
Across Opening
DepressBuffer
at throat
1 Ring ✓k Cover
6's O 6"
ypical Top Reinf.
---I El". 93.5
Sall Pipe
6'
curt a e
1/2" Expansion Join ,1 rib Bars 1/2 Expansion Joint
A
PLAN
z
0
D
Q
W
(Dry
z
Z
0
CURB INLET
CIRCULAR MONOLITHIC
CONCRETE CONSTRUCTION
(NOT TO SCALE)
Type F -Ring 8: Cover
A,•roD rensOpeg r
Depress ggutter
at Throatl _ r
4' Soil Pipe 4' Sall
6"
4'-0' Min.
SECTION A -A
2- #6'a
-Across Opening
Depress guHar
at thro,T
1 4'-0" Min.
SECTION A -A
STORM WATER
DETENTION OUTLET STRUCTURE
(DOUBLE -THROATED INLET)
(NOT TO SCALE)
6
BASIS FOR BEARINGS: NORTH LINE OF THIS TRACT AS DESCRIBED
IN A DEED FOR ADJACENT PROPERTY, AND RECORDED IN
INSTRUMENT #89-48031
\ 1,(
I U I AL i NAL: I AKtA
229,363 SQUARE FEET, OR 5.265 ACRES, MORE OR LESS.
LEGAL DESCRIPTION TRACT "A-1"
Q �X //O
J 1
(�Y� QI!
��II
II\-
Across Opening
DepressBuffer
at throat
1 Ring ✓k Cover
6's O 6"
ypical Top Reinf.
---I El". 93.5
Sall Pipe
6'
curt a e
1/2" Expansion Join ,1 rib Bars 1/2 Expansion Joint
A
PLAN
z
0
D
Q
W
(Dry
z
Z
0
CURB INLET
CIRCULAR MONOLITHIC
CONCRETE CONSTRUCTION
(NOT TO SCALE)
Type F -Ring 8: Cover
A,•roD rensOpeg r
Depress ggutter
at Throatl _ r
4' Soil Pipe 4' Sall
6"
4'-0' Min.
SECTION A -A
2- #6'a
-Across Opening
Depress guHar
at thro,T
1 4'-0" Min.
SECTION A -A
STORM WATER
DETENTION OUTLET STRUCTURE
(DOUBLE -THROATED INLET)
(NOT TO SCALE)
6
BASIS FOR BEARINGS: NORTH LINE OF THIS TRACT AS DESCRIBED
IN A DEED FOR ADJACENT PROPERTY, AND RECORDED IN
INSTRUMENT #89-48031
\ 1,(
I U I AL i NAL: I AKtA
229,363 SQUARE FEET, OR 5.265 ACRES, MORE OR LESS.
LEGAL DESCRIPTION TRACT "A-1"
Q �X //O
J 1
(�Y� QI!
PART OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST
QUARTER (N1/2 NE1/4 SW1/4) OF SECTION 19, TOWNSHIP 2 NORTH, RANGE 13
WEST, IN LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF THE SAID N1/2 NE1/4 SW1/4, A
SET 5/8" REBAR AND CAP; THENCE ALONG THE SOUTH LINE OF THE N1/2
NE1/4 SW1/4 SBO.16.09"W 424.56' TO A SET 5/8" REBAR AND CAP ON THE
PROPOSED EAST RIGHT OF WAY (R.O.W.) OF THE NEW ROAD; THENCE LEAVING
THE SOUTH LINE, ALONG THE PROPOSED EAST R.O.W. FOR THE FOLLOWING FIVE
CALLS, ALONG A NON -TANGENT CURVE TO THE NORTH, CONCAVE TO THE EAST,
WITH A RADIUS OF 442.1B' AND LENGTH 100.46', FOR A CHORD BEARING AND
DISTANCE OF N16'51'02"W 100.24' TO THE BEGINNING OF A REVERSE CURVE TO
THE NORTH, CONCAVE TO THE WEST, WITH A RADIUS OF 612.21' AND LENGTH
LITTLE ROCK PUNNING COMMI2
- AF"r"J1'"D, CIa21cCT TO ME 00ItiC'
AS !TOTE IN T;1 ': `,'YicC! N"
3O-�i.
MItiUT =GOR UAT_ _ -
13'
DATE: '�
244.58'; THENCE ALONG THE CURVE FOR A CHORD BEARING AND DISTANCE OF
N21'44'13"W 242.96'; THENCE LEAVING THE CURVE N26'42'45"W 35.89'; THENCE
N05005'42"W 48.53'; THENCE N22'33'24"E 40.49'; THENCE N45'59'53"E 170.89'
TO A FOUND 1/2 " REBAR; THENCE S00'26'05"E 105.30' TO A FOUND 1/A FOUND 1/2"2"
REBAR; THENCE N89'00'06"E 420.38' TO A FOUND 1/2" REBAR ON THE EAST
LINE OF THE N1/2 NE1/4 SW1/4; THENCE ALONG THE EAST LINE S00'32'48"E
447.34' TO THE POINT OF BEGINNING, ENCLOSING 5.265 ACRES.
LEGEND
A -Computed point
-Found monument
O -set 15 RB/PIU. Cap
H ®1 322 North Market Street
P Benton, Arkansas
3a' 11 3q'
ry i . ,_
(501) 315-0786
ENGINEERS Fax: (501)'315-0700
BAR SCALE: 1'" = 30'
C) -Sewer Manhole
FOR USE AND BENEFIT OF:
SITE PLAN
r`r` GLG ZOM HALL OF JEHOVAHS OVI I NES•w
HINSLOR SLOPE SUBDIVISION:,
A VISION IN RE C77Y GF L17 -TLE ROCK, YU_: SKI COIJI4 Y. ARKANSAS
DATE: C35/&/2000 _ C_A.Dt EY: C. TAYLOr D''11RrANNG NJNIEER:-99
-10/7t2C 2 CHECKED BY: 0 -1 4S€-
LEGEND
A -Computed point
-Found monument
O -set 15 RB/PIU. Cap
F;EVISEC'.
1 t3f3 i / 2
SCALE: 1" = 3`T'
SHEET NL;MBER: 1 C F L
C) -Sewer Manhole
500
1 02/V
I -13WI
0
1 -19
2 -10
60
1 0-128