HomeMy WebLinkAboutS-0010-W Map 1N 61'05'36" E 40.97
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NE CORNER
LOT 34
CHARLES
VALLEY
SUBDIVISION In
PHASE II
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33
25' BUILDING LINE
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N 89'46'04" W 80.63
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1' = 20,
0 10 20 40
CURVE #1
A = 36-33-40
R = 255.11
L = 162.79
T = 84.27
C = 160.04
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CERTIFICATE OF ENGINEERING ACCURACY
I, _PATRICK M. McGETRICK __ HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE
LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
SIGNED
DATE OF EXECUTION NAME, REGISTERED PROFESSIONAL
ENGINEER No. 4566 _ ARKANSAS
CERTIFICATE OF SURVEYING ACCURACY
I, _ROBERT C. LOWE HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE BY ME AND BOUNDARY MARKERS SHOWN HEREON
ACTUALLY EXIST AND THEIR LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN.
SIGNED
DATE OF EXECUTION NAME, REGISTERED LAND SURVEYOR
No._12 -- ARKANSAS
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.
SIGNED I
DATE OF EXECUTION NAME -
ADDRESS
SOURCE OF TITLE: D.R. 1094 PAGE 123
INSTRUMENT No._____
15,136.324 SQUARE FEET IN FLOODWAY
24 611.959 SQUARE FEET IN BUILDABLE AREA
39,748.283 TOTAL AREA
ERROR OF CLOSURE
1' IN 16,885'
�R
GENERAL NOTES:
1. 100 YEAR FLOOD ELEVATION WILL BE AT 423.0
2. ALL FINISHED FLOOR ELEVATIONS TO BE AT 424.0
3. ALL EASEMENTS SHOWN TO BE USED FOR UTILITY OR DRAINAGE
4. IRON PINS SET AT ALL CORNERS
5. ALL DISTANCES SHOWN ALONG CURVES ARE CHORDS
6. ALL FRONT BUILDING LINES TO BE 25' UNLESS OTHERWISE SHOWN
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CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITLE ROCK SUBDIVISION RULES AND REGUALTIONS, AND ALL OF
THE CONDITIONS OF APPROVAL HAVNG BEEN COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXECUTION
SIGNED
L.R. PLANNING COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER _ FILED FOR RECORD —_ 19__, IN PLAT
BOOK PAGE
SIGNED
CLERK
LEGAL DESCRIPTION
A TRACT OF LAND LYING IN THE SW 1/4 NE 1/4 OF SECTION 33, T-2—N, R-13—W,
LITTLE ROCK, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
COMMENCING AT THE SE CORNER OF THE SW 1/4 NE 1/4 OF SECTION 33 THENCE
N 00'39'04" W ALONG THE EAST LINE OF SAID SW 1/4 NE 1/4 209,45: THENCE
N 40'46'46" W 455.86 TO A POINT ON THE NORTH R/W LINE OF HURON LANE
AND THE POINT OF BEGINNING; THENCE ALONG THE NORTH R/W LINE OF HURON LANE
ON A CURVE TO THE RIGHT HAVING A RADIUS OF 255.11' AND A CHORD BEARING
AND DISTANCE OF S 71'45'51" W 160.04; THENCE N 89'46'04" W ALONG
THE NORTH R/W LINE OF HURON LANE 80.63 TO THE SE CORNER OF LOT 34 CHARLES
VALLEY SUBDMSION; THENCE N 00'12'29" E 260.31 TO THE NE CORNER OF
LOT 34 CHARLES VALLEY SUBDIVISION; THENCE N 61'05'36" E 40.97;
THENCE S 40'22'04" E 302.34 TO THE POINT OF BEGINNING AND CONTAINING
39,748.283 SQUARE FEET OR 0.881 ACRES MORE OR LESS.
N 40'46'46" W 455.86
l A SWBT CO
Easement Approv;d j •
N 00.39'04' W 209.45 Easement i Required
- x Date �
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SE COR SW 1/4
NE 1/4 SEC. 33
T-1—N, R-13—W
LITTLE ROCK
€ NICIP .4 WATER WORKS'
PLANSAPPROVED iz `
EASEMENT APPROVED
EASEMENT REQUIRED A!)
DATE -
BY
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ACKANSAS
PR017ESS101NAL
a E\GINFER
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FINAL PLAT
LOT 33, PHASE II
CHARLES VALLEY
SUBDIVISION
MCGETRICK ENGINEERING
ENGINEERING / LAND _DEVELOPMENT CONSULTANTS
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40 Ru ADDITIONAL EASEMENTS REQUIRED
-ate ADDITIONAL 'ASEMINTS ARE REQUIRED
AS SHOVIN
BY: i
DATE:
E"DWNPAPPROVED 11
"SEWMEQUIRED I
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