HomeMy WebLinkAboutS-1557 Map 5GRAPHIC SCALE
50 0 25 so 100
1 inch -50 ft.
LEGEND
FOUND REBAR
C FOUND STONE
COMPUTED POINT
• SET 1/2" REBAR CAPPED 1401
1 1 SET 1/2" REBAR AS T OFFSET
P.O.B POINT OF BEGINNING
P O C POINT OF COMMENCEMENT
T SIDEWALK
CENTERLINE
SETBACK LINE (SEE NOTES)
- - 10' NO RIGHT OF ACCESS EASEMENT
- - - - - - UTILITY AND/OR DRAINAGE EASEMENT
--RIW-- RIGHT-OF-WAY
{ R/W DEDICATION TO CITY
OF LITTLE ROCK i
GENERAL NOTES
1. SETBACKS:
- 25' ALONG PINNACLE VALLEY ROAD
- 15' FRONT
- 25' REAR
- 8' SIDE* (EXCEPT WHERE NOTED)
*LOTS 2, 13, 17, & 24-29 TO HAVE & SETBACKS ALONG BOTH SIDES
(TRADITIONAL LOTS). ALL OTHER LOTS ZERO LOT LINE.
2. ALL LOTS HAVE 10' FRONT UTILITY EASEMENT AND 15' REAR UTILITY EASEMENT
3. ACCORDING TO FEMA COMMUNITY PANEL 0501810041F, DATED OCTOBER 19, 2001, THIS
PROPERTY LIES IN ZONE "X" WHICH HAS BEEN DETERMINED TO LIE OUTSIDE OF THE 500-YEAR
FLOODPLAIN EXCEPT FOR THE SOUTHERN PORTION OF TRACT 1 WHICH LIES IN ZONE 1W
WHICH HAS BEEN DETERMINED TO BE AREAS OF THE 500-YEAR FLOOD.
4. ALL LOTS TO HAVE A MINIMUM 18' WIDE DRIVEWAY.
- LOTS 1-7 & 22-24 TO HAVE DRIVE ALONG RIDGE OAK COVE
- LOTS 8-19 TO HAVE DRIVE ALONG ISON CREEK COVE
- LOTS 25-29 TO HAVE DRIVE ALONG PINNACLE VALLEY COURT
- LOT 20 TO HAVE DRIVE ALONG EITHER ISON CREEK COVE OR PINNACLE VALLEY COURT
- LOT 21 TO HAVE DRIVE ALONG EITHER RIDGE OAK COVE OR PINNACLE VALLEY COURT
LEGAL DESCRIPTION
A PART OF THE SOUTHWEST QUARTER (SWYa) OF THE SOUTHEAST QUARTER (SEY4) OF
SECTION EIGHTEEN (18), TOWNSHIP TWO NORTH (T-2-N), RANGE THIRTEEN WEST
(R-13-W), BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTH QUARTER (SY4) CORNER OF SAID SECTION 18, THENCE
NORTH 01°38'10" EAST ALONG THE LINE BETWEEN SAID 51/4 CORNER AND THE NORTH
QUARTER (NY4) CORNER OF SAID SECTION 18, A DISTANCE OF 1331.24 FEET TO A POINT,
THENCE LEAVING SAID LINE SOUTH 88021'50" EAST A DISTANCE OF 3.67 FEET TO A 4"x4"
CONCRETE MONUMENT, SAID POINT BEING THE POINT OF BEGINNING; THENCE SOUTH
87033'45" EAST A DISTANCE OF 660.65 FEET TO A STONE; THENCE SOUTH 01029'25" WEST
A DISTANCE OF 814.18 FEET TO A SET REBAR WITH CAP ON THE PROPOSED NORTHERN
RIGHT-OF-WAY LINE OF PINNACLE VALLEY ROAD; THENCE ALONG SAID PROPOSED
NORTHERN RIGHT-OF-WAY LINE NORTH 35°59'23" WEST A DISTANCE OF 298.73 FEET TO A
SET REBAR AND CAP; THENCE CONTINUING ALONG SAID PROPOSED NORTHERN
RIGHT-OF-WAY ALONG A TANGENT CURVE TO THE LEFT TO A SET REBAR WITH CAP, SAID
CURVE HAVING A RADIUS OF 862.60 FEET WITH A CHORD DIRECTION OF NORTH 4203716"
WEST AND A CHORD DISTANCE OF 199.09 FEET; THENCE CONTINUING ALONG SAID
PROPOSED NORTHERN RIGHT-0FWAY NORTH 49°10'23" WEST A DISTANCE OF 439.93 FEET
TO A SET REBAR WITH CAP; THENCE LEAVING SAID PROPOSED NORTHERN RIGHT-OF-WAY
NORTH 01030'25" EAST A DISTANCE OF 166.23 FEET TO THE POINT OF BEGINNING;
CONTAINING 6.88 ACRES, OR 299,646.23 SQUARE FEET, MORE OR LESS, AND SUBJECT TO
ANY EASEMENTS, RIGHTS-0FWAY, OR RESTRICTIONS OF RECORD, IF ANY.
D0 /
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i / a
/ 10,• ./O TT 10'x10' N ESM
�•. PROPOSED SIGNAGE
\ (MAX. 24 SQ. FT.)
0-1
DETAIL"A"
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Certificate of omw
We, the undersigned, owners of the real estate shown and described
herein, do hereby certify that we have laid off, platted and subdivided,
and do hereby lay off, plat and subdivide said real estate in accordance
with this plat.
Signed
Date of Execution Name
Address
Source of Title: Instrument No.
Ceni was of Recording
This document, number filed for record
20 in plat book
page
Signed
Name Clerk
CenfReaM o/Engirrearing Ai cum
I, Raymond Hickey, hereby certify that this plat correctly represents a plat
made by me, and that engineering requirements of the City of Little Rock
Subdivision Rules and Regulations have been complied with.
Date of Execution Raymond Hickey,
Registered Professional Engineer
No. 7730 Arkansas
Cerdfkaft of Surveying Accuracy
I, Raymond Hickey, hereby certify that this plat correctly represents a
boundary survey made or verified by me, all monuments required actually
exist and are correctly shown hereon and that all surveying requirements of
the little rock subdivision rules and regulations have been complied with.
Kegisterea Protessional Land surveyor
No. 1401 Arkansas
Cer fkaw of Final Approval
Pursuant to the Little Rock subdivision rules and regulations, and all of the
conditions of approval having been completed, this document is hereby
accepted. This certificate is hereby executed under the authority of said rules
and regulations.
Signed,
Date of ExecAtion L.R. Planning Commission
CURVE DATA
NUMBER
AFC LENGTH
RADIUS
CHORD DIRECTION
CHORD LENGTH
CI
2317
862.60
N36045'49"W
23.16
C2
SC77
862.60
N39°13'09"W
50.76
O
5034
862.60
N42°34'38"W
50.33
C4
M09
862.60
N45"5445"W
50.08
C5
2517
862.60
N48.24'43"W
25.17
C6
3153
20.00
S85°59'31"W
28.37
C7
X94
772.47
S49°3T11"E
20.94
08
3958
772.50
S51°51'51"E
39.57
C9
IC81
20.00
N37.50'47"W
10.68
CIO
7..8
20.00
Ni2°04'41"W
7.14
C11
4889
50.00
S29.48'18"E
46.96
C12
3572
50.00
S78.1647"E
34.96
C13
6955
50.00
N41°24'16"E
64.08
C14
9480
50.00
N52.41'36"W
81.23
C15
1878
20.00
S80°06'27"E
18.10
C16
2667
727.50
551
26.67
C17
2869
727.50
S49°58'22"E
28.69
C18
3130
20.00
SO4°00'29"E
28.20
C19
1745
20.00
S65°4T28"W
16.90
C20
4459
50.00
N65-161
43.13
C21
4226
50.00
N15°30'16"E
41.02
C22
5982
50.00
N42.59'15"W
56.32
C23
5479
50.00
S71020'29W
S2.D9
C24
4286
50.00
S15.23'21"W
41.56
C25
1745
20.00
N15*4947E
16.90
56
3142
20.00
N85°49'37"E
28.28
C27
4514
30.00
S06°04'09"E
41.00 --
C28
2649
50.00
N21'51'28E
26.18
C29
8254
50.00
N40°36'35"W
73.48
C30
7340
50.00
S50°02'33"W
66.99
C31
3946
150.00
S14°3T17-E
38.44
C32
1617
150.00
S46°2V30"E
16.10
C33
1:9
20.00
N3502543W
13.90
C34
1388
97.50
S19010'51"E
13.87
C35
4410
197,50
S36°1300"E
43.72
C36
3142
120.00
N04-10-23-W
28.28
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SQUAREIRON
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DATE 12-13-06
SCALE 1"=50'
PROJECT NO. 2005025
SHEET 1 of 1