HomeMy WebLinkAboutS-0057-X Map 1SET CONCRETE
MONUMENT
L E G E N D
FUTURE TRACTS
® PREVIOUSLY PLATTED TRACTS
THIS PLAT
Note
Easement of Surface Water Encroachment. This ease-
ment as defined -on the -plat is subject-to-pDrr rtg-Ofwate3-
to Elevation 250 fn.s.l. This ponding area can be utilized
by Riverdale Levee Improvement District No. 134 for
storage volume in conjunction with operation of the
district's storm water pump station when the elevation
of the Arkansas River requires activation of the pump
station. A storage volume of 1.5 acre feet shall be main-
tained below elevation 250 m.s.l. in this easement area.
POINT OF 6EG,INNINo
See Proper+\] Mop Above
For Tie To Land Corner
For Sheet R,O,W•Dedica+ioo
See Pla-1- Book 34 Page•33
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PROPERTY
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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 SUB-
DIVIDED AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE
IN ACCORDANCE WITH THE WITHIN PLAT.
—\ PLEASANT VALLEY,INC. -DATE OF EXECUTION
\, SOURCE OF TITLE: DEED BOOK NO.1053, PAGE NO.423
CERTIFICATE OF ENGINEERING ACCURACY
I, STEVEN L.HAYNES,HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS
NCRETNT A SURVEY AND A PLAN MADE BY ME OR UNDER MY SUPERVISION.- THAT ALL
POINT OF
MONUME COMMENCEMENT MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE,TYPE
AND MATERIAL ARE CORRECTLY SHOWN, AND THAT ALL REQUIREMENTS OF
THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN FULLY
SE CORNER NWI/4,SW1/4 COMPLIED WITH.
SEC.33,T2N,R12W E)^��A, 8� n
o- N oC
DATE EXECUTION REGISTERED PROFESSIONAL ENGINEER NO-5459
N 01035' E
S24002'40"E
— 53105'
e
-agar-,Ze
50 ar \ Sonia Sewer ` Ea
� \ Easement \ Z �
1 � a
TRACT` A-�3fls
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1095 ACRES \ g B
yr ° \X8329.AC, , NE "° \ ; s
Y� \��\—And Ll+ill �Easer en} \
0�7 �k� \ \ ao
y`e� \`� levee
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et
Ar
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47 45 00 W, 18e210 \ \ � U o�
R= 25,00 ,Arc= 18,tv9' p\ \ \ 5 \P a 259�Oi�tvet S�
Chod
N37'21'15"Wf 217, _� �guSeM co TRACT B-2
.e.
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R=1014.35, Arc=217,7 Chord
\fir,_.-.-
Chord \
N-70049'58" W, Co4e22
R=50.00, Arc= 44.01
/\ moot NP'
L�
N41 O 3a' 27" W , 35.31'
R gs, 50, 00 , Arc = 3 0, 08
Chord
N 8-10 15, Coll Al 91,fo5'
R=50.00 , Arc= 115,92'
CERTIFICATE OF SURVEY
I, HEREBY CERTIFY, THAT A SURVEY CREW OF GARVER AND GARVER, INC.
ENGINEERS, LITTLE ROCK, ARKANSAS, DID SURVEY THIS PIECE OF REAL ESTATE
UNDER MY DIRECTION AND THIS DRAWING IS AN ACCURATE PORTRAYAL OF
THE SURVEY RESULTS.
8&dV(4A, 8(0_ 49,E
ERROR Of CLOSURE: 1 IN 273,000
t REGISTERED LAND SURVEYOR NO. 865
CERTIFICATE OF FINAL APPROVAL
—PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS AND
UNDER THE CONDITIONS OF ORDINANCE NO. 11,338 THIS DOCUMENT IS GIVEN
FINAL APPROVAL BY THE LITTLE ROCK PLANNING COMMISSION ALL OF THE
CONDITIONS OF APPROVAL HAVING BEEN COMPLETED- THIS DOCUMENT IS HEREBY
ACCEPTED AND THIS CERTIFICATE EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXECUTION
CERTIFICATE OF RECORDING
THIS DOCUMENT NUMBER FILED FOR RECORD IN PLAT
BOOK _ PAGE FOR BILL OF ASSURANCE SEE DEED RECORD
BOOK _ PAGE
CIRCUIT CLERK RIVERDALE ADDITION
TRACT A-3
LEGAL DESCRIPTION
A Ind of land initiated in the Evil 1f2.1 the Southeast 1/4 of Section 29. Township .
North, Range 12 Wesl of the Etfth pnnnml Mend.an. Cray of Loll, Ruck. Pulaski t. nnnty.
Arkansas, being more paeuculaely described as to""''.
Cummeniang M the Snmhcad Conner, of the NW 114. SW 114, Scdinn 33. Township '
North. Range 12 West of the Fifth Prinopal Mendun: Ilience N 01' 35' E. 4M.0 feet to
a point on the South ono, of thr Rwadak Addison to the CRy of Latfe Rock: then"
alone aid South tone. N 88'43' W. 483.19 feet to a point on the oeneerhne of Riverfrnnt
Dow; thence along aid tmterline of Riverfront Dnve. N 19` 46' W. 461 ^_.59 feet thence
continuing atone aid eenterirne along a eurve to the left, aid curve having a redms of
954.93 feet, and a chord hearing and distance of N 31' 38' W, 392.73 feet: thence coe-
lusutng along add entering. N Air 30' W. 227,19 fort thence N 46' 30' E. 60.00 feet
to a point on the East nght.of-wq line of Riverfront Dnve, aid point also hdng the Soulh-
wen comer of Trad A ` of Riverdale Adilmon, and oho the Poinl of Regiwniog: thence
N Sr 43' IS" E. 982.62 feet to a point on the Ordinary High Water uric on the Wear
Bank of the Arkansas River: thence along aid Ordinary High Water Lt., with the follow-
. mg hearings and distanors S 24' 02' 40" E. 53.05 feet: S 46' 12' 20" E. 162.97 feet:
S I8' 37' 40" E. 46439 fear to the Nonhrut Carrier of Travel 8-2 of Riverda r Addition.
thence along the North Line of Train B-2. S 69' 10' W. 418.55 feet to a point on the North
rtMof-way hot of Tunic Creek Lane thence along aid North righrbGway line along a
corn to the felt, staid curve having a radius of 50.00 feet. and a chord hearing and distance
Ord inan/ High W o+er of N 97' 15W. 91.65 feet, thence worm.... along said North rightof-way line along a
corn to the right. aid curve having a radius of 25.00 feel, and a chord hearing and dts-
Line of Arkansas River tence, of S 47' 45' W. 19.26 feet: thence continuing along said North rightaf-way Iine.
S 69' 10' W. 201.96 feet: Irene conlmumg along aid North nghtoRvay line along a
curve to the right_ ant curve having a radius of 50.00 feet, and a chord hearing and dr,
tance of N 70' 49' SO" W M.28 feet to a point on the Eat Menof-way Iine of RiMrflont
Drive: thetas along aid East rµhtof-way ,its along a curve to the. kft- aid curve hang
a radius of 1014.93 feel, and a chord hearing and distance of N 37' 21' 13" W. 21734
feet: thence continuing alone aid East riphtoGway line. N 43' 30' W. 227,19 feet to the
Point of It"Mrong. aril containing 10.95 acres. mare or ka.
TRACT A-3
\ RIVERDALE ADDITION
\ LITTLE ROCK, ARKANSAS
\ PREPARED BY
GARVER & GARVER INC.
ENGINEERS
LITTLE ROCK, ARKANSAS
100 50 0 100 200
SCALE — Ire= 100'
DATE — OCTOBER 8,1986
Job No.10374
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