HomeMy WebLinkAboutS-0057-JJ Map 3a003oa`2«5
C - L.O I S
SCALE: 1" = 100'
100 50 0 100 200
300
�c BASIS OF BEARING - RECORDED BEARING OF THE R/O/W
OF RIVERFRONT DRIVE
EASEMENT LINE
BUILDING SETBACK LINE - - -
BACK OF CURB
UNDERGROUND TELEPHONE
UGT
FOC
AND FIBER OPTIC CABLE
FOUND REBAR
O
FOUND "X"
+
SET 1/2" REBAR
•
MEASURED BEARINGS AND DISTANCES
(M)
PLATTED BEARINGS AND DISTANCES
(P)
NAD 83 BEARINGS
(PG)
FOUND 1/2" REBAR
\
PLATTED \ PLATTED
TRACT K-2
rn. TRACT K-1
A 00% " Eg FR
fO0ND 1/2 R FOUND 1/2" REBAR
w
��,�( N 1580�3�"
\P 60 49 `P 4-0 96. 4
� ° 9 69 50 ❑
F
s; GI
OVNO 112 �+Z��" // 1 S5 ETBAC\
K \ \
N�p'1� � � ,�IPPl
N
�Al 0
4g' N�oRP1NPGE 30' SETBACK \
\ \\\ 10' AT&T EASEMENT \ \
\ \ DOCUMENT NO. 89-19176
w
\\� ' 40SETBACK \ �
\ w
NE 1/4 NE1/4 6,
\ \ \ A vo
UTILITY EASEMENT \
O kow
01
10' UTILITY EASEMENT
TRACT J-3
\ 4.809 ACRES (209,495 S.F.) \o
SE 1/4 NE1/4
016
\ \ 15' SETBACK -�\\� 52 S0 5 01 W�
�\ \ j
.569 8
P1 157396.22 \
E 1220138.38 POINT OF BEGINNING
FOUND 1/2" REBAR FOUND 1/2" REBAR
WITH A WHITE DATTERS CAP WITH A WHITE DATTERS CAP-
N 157520.41
E 1220486.85
PLATTED
TRACT J-2
GENERAL NOTES
1. NO ENCROACHMENTS ONTO OR OFF OF THE PROPERTY EXISTED AT
THE TIME OF THIS SURVEY, EXCEPT AS SHOWN HEREON.
2. COORDINATES SHOWN ARE BASED ON THE ARKANSAS STATE PLANE
COORDINATE SYSTEM, NORTH ZONE, NAD 83, AS DETERMINED FROM
PAGIS MONUMENT 2019 AND IT'S AZIMUTH MARK.
3. THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER 050181
0008 E AND DATED NOVEMBER 3, 1993, SHOWS THAT THIS SITE LIES
ABOVE THE 500 YEAR FLOOD, AND THAT THE SITES HAVE A ZONE X
CLASSIFICATION.
4. UNLESS SPECIFICALLY STATED OR SHOWN, SURVEY DOES NOT LOCATE OR
DELINEATE: BUILDING SETBACK LINES, ZONING REGULATIONS, RESTRICTIONS,
OR OTHER ITEMS WHICH MAY AFFECT DEVELOPMENT, THOUGH THEY MAY
EXIST. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS, OR
THE EXISTENCE OF UNDERGROUND CONTAINERS OR FACILITIES WHICH MAY
AFFECT THE USE OR DEVELOPMENT OF THE TRACT.
5. APPROXIMATE 40 ACRE AREAS: SE 1/4 NE1/4 NE 1/4 NE1/4
(1.91 AC.±) (2.90 AC.t)
6. NO IMPROVEMENTS MADE TO THE PROPERTY ARE SHOWN,
7. AS PER CITY OF LITTLE ROCK ENGINEERING DEPARTMENT INSTRUCTIONS, A
5', WIDE CONCRETE SIDEWALK SHALL BE CONSTRUCTED ALONG THE
RIGHT-OF-WAY LINES OF BOTH RIVERFRONT DRIVE AND BROOKWOOD AT THE
TIME OF ANY BUILDING CONSTRUCTION ON THIS TRACT. A CERTIFICATE OF
OCCUPANCY FOR THE BUILDING WILL NOT BE ISSUED UNTIL THE SIDEWALKS
ARE BUILT.
a
c
C Lo IS
aoo3oa�l�5
CURB
INLET PAGIS COORDINATES
[1]
N
158045.0
® N
157627.6
E
1220314.5
E
1220463.5
FL
243.7
FL
246.55
®
N
158004.5
® N
157542.9
E
1220329.0
E
1220075.5
FL
248.67
FL
254.2
®
N
157817.8
® N
157912.8
E
1220395.6
E
1219943.6
FL
247.25
FL
246.70
OR STREET
EDICATION
LAT BOOK
Ar_c zz
FOUND 1/2" REBAR
c) p0
Gip P
VICINITY MAP
SCALE 1 "=500'
CERTIFICATE OF OWNER
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.
(il�6��7v�/� 25 YI�I2rn GGc Zed 3
OF OWNER LISENNE D. ROCKEFELLER, MEMBER DATE OF EXECUTION
PROPERTIES, LLC RIVERDALE SCHOOL PROPERTIES
SOURCE OF TITLE: DOCUMENT NO. 2002188322
2203
CERTIFICATE OF ENGINEERING ACCURACY
I, WALTER H. SPAUL, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A
PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LI E ROCK
SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
3 -- *-•b
DATE OF EXECUTION REGISTERED PROFES ONAL NGINEER NO. 11262
CERTIFICATE OF SURVEYING ACCURACY
I, WALTER H. SPAUL, 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 T E LITTLE ROCK
9T ATE ,�F SUBDIVISION RULES AND REGULATIONS HAVE BEE, CO P I WIT .
ARI�NSAS `
DATE OF E ECUTION REGISTERED LAND SUR EYOR 0. 979
WIPMER.
WALTER H. SPAUL
RATIO OF CLOSURE 1: 28,000
No 1 1262 Ov CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE
LTE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED.
THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULA
Iluu,,,, TIONS.
N RKA' N �9 s •
DATE OF EXECUTION LITTLE ROC PLANNING COMMISSION
CERTIFICATE OF RECORDING
TH1 DOCUMENT UMBER<� RI FILED FOR RECORD 3 LLD C2) IN PLAT BOOK
;. Q PAGE 1 5 FOR BILL OF ASSURANCE SEE DOCUMENT N0.
S1I11100 �r`` CARder
CIRCUIT CLERK
LAND DESCRIPTION TRACT J-3
A TRACT OF LAND SITUATED IN THE NE 1/4 OF SECTION 32, T-2-N, R-12-W, PULASKI
COUNTY, ARKANSAS, BEING MORE PARTICULARLY BOUND AND DESCRIBED AS FOLLOWS:
COMMENCING AT THE SE CORNER, NW 1/4, SW 1/4, SECTION 33, T-2-N, R-12-W, THENCE
N1'35' E, 464.0 FEET; THENCE N 88' 4 'W, 483.19 FEET TO A POINT ON THE CENTER LINE
OF RIVERFRONT DRIVE; THENCE N 19' 46'W ALONG SAID CENTERLINE 2330.82 FEET; THENCE
S70'14'W, 60.0 FEET TO THE POINT OF BEGINNING AT A 1/2" REBAR BEING AT THE
NORTHEAST CORNER OF TRACT J-2 RIVERDALE ADDITION, LITTLE ROCK, ARKANSAS, RECORDED
IN PLAT BOOK G PAGE 256 IN THE CIRCUIT CLERK'S OFFICE, PULASKI COUNTY, ARKANSAS
DATED NOVEMBER 27, 2001: THENCE S70'15'07"W 369.94 FEET TO A 1/2" REBAR AT THE
NORTHWEST CORNER OF SAID TRACT J2; THENCE N19'45'18"W 566,35 FEET TO A 1/2" REBAR
AT THE SOUTHWEST CORNER OF TRACT K-1 AS RECORDED IN BOOK A PAGE 301 OF THE
CIRCUIT CLERK'S OFFICE, PULASKI COUNTY, ARKANSAS; THENCE N70'14'27"E, 369.82 FEET TO
A 1/2" REBAR AT THE SOUTHEAST CORNER OF TRACT K-2 AS RECORDED IN SAID BOOK A
PAGE 301; THENCE S19'46'00"E, 566.43 FEET TO THE POINT OF BEGINNING; SAID TRACT OF
LAND CONTAINING 4.809 ACRES (209,495 S.F.) MORE OR LESS.
POINT OF COMMENCEMENT
(RECORD INFORMATION FROM PLAT J-1)
SE CORNER NW 1/4, SW 1/4
SFC 33. T-2-N. R-12-W
TRACT J-3
RIVERDALE ADDITION
LITTLE ROCK, ARKANSAS
PREPARED BY
GARVER ENGINEERS
jI;CCj LITTLE ROCK, ARKANSAS
6y. TEL (501) 376-3633
DATED MARCH 2O03
DATE: 3(2to )us c, - ul S
ON