HomeMy WebLinkAboutZ-7216 Map 2EDGE OF PAVEMENT
TAYLOR LOOP ROAD
IN
FA
N 22°33924" E—
/40.49'
N 05°05'42" W
\48.53'
N 26°42'45 W
35,89'
Y6 I
�i \\
V•' l
CURVE DATA
RADIUS: 612.21 '
ARC LENGTH: 244.58'
CHORD BEARING: N 21044' 3 W
CHORD LENGTH: 242.96' --:
EAST BACK OF CURB OF HINSON ROAD
PROPOSED JUNCTION BOX
ON EXISTING STORM PIPE
CURVE DATA
RADIUS: 442.18'
ARC LENGTH: 100.46'
CHORD BEARING: N 16°51'02" W
CHORD LENGTH: 100.24' ------"
z
FOUND Yi' REBAR
FOUND Ni' REBAR
— FOUND X* REBAR
1
\
1
HINSLOR. SLOPE SUBDIVISION
�IIFE PLAN
►R-2
JULIA CYPERT (TRUSTEE)
BASIS FOR BEARINGS
N 89000'06" E 420.38'
N '00'0 "
/
OF JE
WITNE
(CHUf
i
9
R)
8�
B
PROTECTIVE FENCE ONE FOOT
OUTSIDE OF BUFFER
.1
M ..�.
Z RESIDENTI LOT 1�
18333 SQ. FTV �.
-- 0:4221 ACRES
88 PARKING SPACES SHOWN AT 9'x20' NOTE: ALL LANDSCAPE AREAS WILL
4 HANDICAP PARKING SPACES SHOWN BE IRRIGATED AND PROTECTED BY
AT 13'x20' ALL ISLES 20' MIN. CONCRETE CURBS
NOTE: BUFFERS MUST REMAIN
UNDISTURBED EXCEPT AT DRIVEWAY
AND UTILITIES
NOTE: ALL EXTERIOR LIGHTING WILL
BE LOW INTENSITY AND DIRECTION
CONTROLLED
FOUND Yi" REBAR
FOUND 1" STEEL ROD IN LONGLEA
ADDITION S86'48'19'E 11.33' FROM
VVY CORNER
0+25
1+00
NOTE: CONTOUR ELEVATION DATUM
IS 4.9' LOWER THAN DATUM FOR
PAGIS MONUMENT 2063-0061
FOUND 2' BRASS CAP, MARKED "PAGIS
2063-0061" (LONGLEA ADDITION)
\ S 73.1
\ \ 73
\ _ RESIDENTI4L'L97 2
17555. SQ. FT.
\\ \ m 0.403 ACRS
Awl
lop
17. w1
,,8eWOv9' W 3 4 56'�
S 88° 16,09 W 424)'6
RICHARDSON INVESTMENT CORP.
(UNIMPROVED)
R-2
"ONE @FAR DR
so. R.O.W f
FOUND 1/2' REBAR
(LONGLEA ADDITION)
4+o0
4+25
\ FOUND 1/2" REBAR
100.00` FOR LONGLEA ADDITION
14.85' NORTH OF CORNER.
`POINT OF BEGINNING
SOUTHEAST CORNER
Nk NEY4 SWY, SECTION 19
T -2-N R -13-W
3+00
Q
W
LD IL.IIIL
Z
O
J
THIS PROJECT
TATE p
AR A AS
.RF
PROFESSION 1L , `
E __.��:
-
1975 dl'
LITTLE ROCK o' a�1�1,F„ �^°"t{!SCID�
APrr" Tr1 ci:a,,,:r T CN,:ITiQ�'�
T\'-j--Tc'.EEIVI' :__ Mw q//
AS P.GI&Uf IN THE P `% rv, „'
1E " IC4;;A,5SIO,Nq
r.AlrauHE ��MAY 0 8 2002
6Y:
DATE:
HOPE ENGINEERS, Inc,
203 Lillian Street
Benton, Arkansas 72015
1
�tNE (501) 315-0786 FAX (501) 315-0700
I
FOR USE AND BENEFIT OF:
Northwest Congregation of Jehovah's Witnesses
SITE PLAN
3D` 15°
3P KINGDOM HALL OF JEHOVAH'S WITNESSES
HINSLOR SLOPE SUBDIVISION
BAR SCALE: 1" = 30' A SUBDIVISION IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS
1EGEND DATE: 05/8/2002 C.A.D. BY: J. SISCO DRAWING NUMBER:
&—Computed paint CHECKED BY: 02-194SP
• —Found monument REVISED:
O —Set N5 RB/Ples Cap SCALE: 1" = 30' SHEET NUMBER: 1 OF 2
®-sewer Manhole 500 02/V 7 3 W 0 7 9 2 7 0 60 0 7 28
LLr
o0
\
M
\
\
"
2+00
-T----»
--
CURVE DATA:
O
RAD: 50.0" '��.
ARC LENGTH: 157.08' \
CHORD BEARING: N 00.00'00' W
(n
PROPOSED CURB
I
CHORD LENGTH: 100.00'
Y
0
Y
I
R25
RAO
BOCm
FOUND 3/4' REBAR
OG
0 \
(LONGLEA ADDITION)
CURVE-9ATA: O°
PROPOSED 8" SEWER
1
N
RAD: 50.0" / \
EXTENSION
\
ARC LENGTH: 63.11'
—EXISTING MANHOLE
CHORD BEARING: N 36'09'36" W
\
CHORD LENGTH;.59.00'
\ S 73.1
\ \ 73
\ _ RESIDENTI4L'L97 2
17555. SQ. FT.
\\ \ m 0.403 ACRS
Awl
lop
17. w1
,,8eWOv9' W 3 4 56'�
S 88° 16,09 W 424)'6
RICHARDSON INVESTMENT CORP.
(UNIMPROVED)
R-2
"ONE @FAR DR
so. R.O.W f
FOUND 1/2' REBAR
(LONGLEA ADDITION)
4+o0
4+25
\ FOUND 1/2" REBAR
100.00` FOR LONGLEA ADDITION
14.85' NORTH OF CORNER.
`POINT OF BEGINNING
SOUTHEAST CORNER
Nk NEY4 SWY, SECTION 19
T -2-N R -13-W
3+00
Q
W
LD IL.IIIL
Z
O
J
THIS PROJECT
TATE p
AR A AS
.RF
PROFESSION 1L , `
E __.��:
-
1975 dl'
LITTLE ROCK o' a�1�1,F„ �^°"t{!SCID�
APrr" Tr1 ci:a,,,:r T CN,:ITiQ�'�
T\'-j--Tc'.EEIVI' :__ Mw q//
AS P.GI&Uf IN THE P `% rv, „'
1E " IC4;;A,5SIO,Nq
r.AlrauHE ��MAY 0 8 2002
6Y:
DATE:
HOPE ENGINEERS, Inc,
203 Lillian Street
Benton, Arkansas 72015
1
�tNE (501) 315-0786 FAX (501) 315-0700
I
FOR USE AND BENEFIT OF:
Northwest Congregation of Jehovah's Witnesses
SITE PLAN
3D` 15°
3P KINGDOM HALL OF JEHOVAH'S WITNESSES
HINSLOR SLOPE SUBDIVISION
BAR SCALE: 1" = 30' A SUBDIVISION IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS
1EGEND DATE: 05/8/2002 C.A.D. BY: J. SISCO DRAWING NUMBER:
&—Computed paint CHECKED BY: 02-194SP
• —Found monument REVISED:
O —Set N5 RB/Ples Cap SCALE: 1" = 30' SHEET NUMBER: 1 OF 2
®-sewer Manhole 500 02/V 7 3 W 0 7 9 2 7 0 60 0 7 28