HomeMy WebLinkAboutS-0867-JJJJJJ Map1 I N82° 4\
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f / W /' i \, GENERAL NOTES:
1 170, / \\ / ! CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER
1 j
i `? ;' '. 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS
0 ,PQ 2. ALL EASEMENTS SHOWN ------ ARE TO BE USED
WE, THE UNDERSIGNED, OWNERS OF
FOR DRAINAGE AND/OR UTILITIES. a ��'+ I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS ESTATE, SHOWN AND DESCRIBED HEf
�S 1? PLAT CORRECTLY REPRESENTS A BOUNDARY
CERTIFY THAT WE HAVE LA
Q, ` `' 3. LOTS WITH ROUNDED CORNERS ARE f SURVEY MADE OR VERIFIED BY ME, ALL PLATTED, AND AND D011
�s
'lam MEASURED TO A POINT OF INTERSECTION ,.x ? PEATTE
j 826 m2 i I a MONUMENTS REQUIRED ACTUALLY EXIST AND LAY OFF, PLAT, AND SUBDIVIDE SAIL
�6+ OF LOT LINES AND NOT POINTS ON A
/ . ARE CORRECTLY SHOWN HEREON AND THAT ALL
�--\� SJ, � �` CURVE. � - ESTATE IN ACCORDANCE WITH THIS I
3O o' 9 SURVEYING REQUIREMENTS OF THE LITTLE
X -7
'! 522: =1 / ' s O�'%� 4. DISTANCES SHOWN ALONG CURVES ARE V ROCK SUBDIVISION RULES AND REGULATIONS
9 ' j ♦A°1 1.St g -/ / Q \�'Y CHORD DISTANCES. HAVE BEEN COMPLIED WITH.
2 �i ate I \ 4 ° \\
__G ♦ \° \ ` \ + QQ, \ 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 Ig DATE OF EXECUTION
5\ A 28 '- , �P \ -- \ =-� �. „ �\ DELTIC 11MBI
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$ f 2 m 6.1/5' 3.47' '��� e 0 Q ( \ ` 2�6 8 % 6. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS # 7 Chenal
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ARE 25.0, UNLESS NOTED OTHERWISE. DATE OF EXECUTION PAUL M. WHITE
7., TRACTS MAY BE USED AS EASEMENT FOR LANDSCAPE, CARTPATH, DRAINAGE REGISTERED LAND SURVEYOR
AND/OR UTILITIES. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS. b NO. 1281, ARKANSAS D.R. PAGE
0'F\S HAVE AT LEAST A 10 FT. WIDE UTILITY EASEMENT ACROSS
THE. NTH ADJACENT TO THE STREET RIGHT-OF-WAY. INSTRUMENT NO. 88-61004
9 9 \ �; \
\`\ 9. ALL FR6N' \B__%1U11NG SET -BACK LINES ARE 25.00 FT. (25' F.B.L.)
42 0'' / 10. NO VEHICULI\R,\ACCESS TO HALLEN COURT FROM LOTS 40-50, BLOCK 96 AND
\1>T LOTS-Y=# LOSK 7. THESE LOTS WLL HAVE ACCESS FROM THE REAR ACCESS DRIVE,
----- , Q9 1 \ \ CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVA
\� 1, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBD
`\ 44 ` \ \ x THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL 01
` PLAN MADE BY ME, AND THAT THE
o - . CONDITIONS OF APPROVAL HAVING BE[
ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREE
ROCK SUBDIVISION RULES AND REGULATION ACCEPTED. THIS CERTIFICATE IS HEREE
HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF
RULES AND REGULATIONS.
45
DATE OF ECCTON TIMOTHY .DATERS
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK
` J tO \ .. ENGINEER NO. 5033, ARKANSAS
46
X \ \ f COMMISSION
/
\ 47 CERTIFICATE OF RECORDING
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WIDE SIDEWALK (TYR) CHENAL VALLEY - PHASE 22A
PART OF THE SWI/4 OF SECTION 26 ANIYPART OF THE SEl/4 OF SECTION 27,
T-2-N, R-14-W, LITTLE ROCK PULASKI, OUNTY, ARKANSAS MORE
PARTICULARLY DESCRIBED AS FOLLOWS+
COMMENCING AT THE WESTERNMOST CORNER OF TRACT A, BLOCK 14,
CHENAL VALLEY, AN ADDITION TO THE 'CITY OF LITTLE ROCK, ARKANSAS,
SAID CORNER LYING W-THE-EAST RIGHT-,,EEI1F-WAY LINE OF CHENAL
ON 0P VALLEY DRIVEL THENCE NORTHERLY ALOK SAID EAST RIGHT-OF-WAY
VICINITY MAP LINE BEING THE ARC OF A'68620' RADIUS CURVE TO THE RIGHT, A CHORD
BEARING AND DISTANCE OF N11o49'02'Wr119.321' THENCE N06o49'46'W
(ere) CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, 371.90'; THENCE
NORTHWESTERLY CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE
BEING THE ARC OF A 305.00' RADIUS CURVE TO THE LEFT, A CHORD
BEARING AND DISTANCE OF N16o32'34'W, 102.92' TO THE POINT OF
BEGINNING; THENCE N55o22'08'E, 198.16 FT.; THENCE N83o40'35'E, 327,97 FT.;
q (� THENCE N29o27'55'E, 134.32 FT,; THENCE N21o52'10'E, 121.03 FT.; THENCE
nnn wun 1 V N12o02'49'E, 114.24 FT.I THENCE NO8o52'29'W, 117.33 FT.; THENCE
N35oO4'21'W, 149,27 FT./ THENCE N83o23'43'W, 95.63 FT.I THENCE S76o15'49'W,
,NS NA* 138.97 FT,; THENCE N82o59'56'W, 229.71 FT.; THENCE N8OoO5'26'W, 337.03 FT.;
THENCE N70o16'02'W, 80.52 FT.; THENCE N55o10'31'W, 395.38 FT.; THENCE
N37o29'12'W, 292.24 FT.; THENCE N47o23'42'W, 286,09 FT THENCE
` N70oO7'18'W, 276.93 FT,I THENCE N87o36'12'W, 522.17 FT.; THENCE
1 100 0 100 300 N47oO3'59'W, 160.07 FT.t THENCE N82o36'44'W, 170.36 FT.; THENCE
S7lo23'21'W, 834.09 FT.1 THENCE S05o42'13'E, 122.17 FL; THENCE S31o43'56'E,
179.68 FT,; THENCE S55o38'50'E, 179.11 FT.; THENCE S43o24'38'E, 774.57 FT.;
THENCE SOOo2O'34'E, 144.06 FT.) THENCE S40oll'09'E, 263.08 FT, TO THE
S C Q E' 1 " - 100 T NORTH RIGHT-OF-WAY LINE OF CHENAL VALLEY DRIVE; THENCE
EASTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE APPROXIMATELY 2050
FT, TO THE POINT OF BEGINNING CONTAINING 78.67 ACRES MORE OR LESS.
Gr\Data\Legals\Chenal Valley 22A-27
;henal\22\PrelAwg
TRACT 'C
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Its' en -s' TRACT C % p 3°,40 35 ! ;
153' :'-j5'--- " � 73' 9 N8
zRP�T o , ce /y. �27.97
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\ LITTLE a� Cri��114NS
- — —i - — — - _ — _ `_ NpPROVCD, SU9JECTY 0 T,` 'I. d5S10N
--------------- AS NOTED!,, ;,_ P
I RD D TE
R305.00' rmntrT
CDN16'32'34"W LC102.92' DATE PPIUMINARY PLAT OF
CD l
BLOCKS 96, 97, 99, & 101-104
ENAL VALI
I SA
- 1 AN ADDITION TO THE CITY OF
R686.20
- 49'42"W LITTLE ROCK, ARKANSAS
- - --
LC 119.32'
IT IS HERENITH REQUESTED THAT A MIN. SIDE YARD SET —BACK OF
DBINC PART OF SEGTlDNS EB AND BY
' !-t N. R-14-t
6 FEET BE APPROVED FOR ALL LOTS WITHIN THIS PLAT. l PDTesg cDDNr1 A�"NSAS
CP-A;-BLOCK 14,
FBB. 2"
LEY
j ; r
ENAL VAL
WHITE-DATERS &ASSOCIATES, INC.
• CML ENGINEERING, LAND RLYRNNC k DEVELOPMENT, SURVEYING
/
24 RAHUNG GRCLE LRTLE ROCK, ARKANSAS 72223