HomeMy WebLinkAboutZ-8194-B Map 7LEGEND
PROPERTY LINE
P
METER POLE
OHU OVERHEAD UTILITIES
RT
TELEPHONE PEDESTAL
OHE OVERHEAD ELECTRIC
SEWER MANHOLE
- GAS-
W- Ons - GAS LINE
FIRE HYDRANT
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W WATER LINE
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SIGN/SIGN POST
- SS
SS SANITARY SEWER LINE
F
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-
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CLEAN OUT
OR
SHOWN FOR DIRECTION ONLY
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(UNE CONTINUES)
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CALCULATED POINT
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END OF MARKINGS
•
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MAT.
MATERIAL
0
FND 1/2" REBAR (UNLESS NOTED)
CPS
COTTON PICKER SPINDLE
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WATER METER
C.I.
CURB INLET
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WATER VALVE (UNLESS NOTED)
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ELECTRIC METER
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REFERENCE
UNDERGROUND ELECTRIC
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DRAINAGE MANHOLE (DSUBOMSION LOT NUMBER
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TREE (AS NOTED)
ELECTRIC BOX
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Project Benchmark #2
d Top of 1/2" Rebar
Elev. = 328.44'
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DRAINAGE MH.
W/CURB INLET
Top Elev.=318.33'
Inv. Elev.=311.43'
_w
NE/SW
1.95 Acres
WD BOOK 2006, PAGE 009127
PARCEL NO. 43LOO80005800
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WD BOOK 2006, PAGE 009129
PARCEL NO. 43LOO80005600
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Top Elev.=326.40'
1 Inv. Elev.=320.80'
SSMH
6E_, k14y Top Elev.=336.78'
Inv. Elev.=321.18'
DILAPIDATED qR�CA
ROCK STRUCTURE
POINT OF BEGINI
NORTHEAST CORNER
NE 1/4, SW 1/4
SECTION 19
T-2-N, R-13-W
3SM
Top
Inv.
70'
40'
REFERENCE MATERIAL:
1. FINAL PLAT OF SECLUDED HILLS ADDITION PH. 1 TO THE CITY
OF LITTLE ROCK.
2. FINAL PLAT OF SHAKER HEIGHTS ADDITION PH. 1 TO THE CITY
OF LITTLE ROCK.
3. FINAL PLAT OF LONGLEA X ADDITION PH. 2 TO THE CITY OF
LITTLE ROCK.
4. FINAL PLAT OF HINSLOR SLOPE SUBDIVISION TO THE CITY OF
LITTLE ROCK.
SUBJECT PROPERTY DESCRIPTION: (PER SURVEY)
A TRACT OF LAND BEING A PART OF SECTION 19. TOWNSHIP 2 NORTH, RANGE 13 WEST, PULASKI
COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE
NORTHEAST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, SECTION 19,
TOWNSHIP-2-NORTH, RANGE-13-W; THENCE SOUTH 88 DEGREES 22 MINUTES 52 SECONDS EAST,
A DISTANCE OF 267.44 FEET TO A POINT; THENCE SOUTH 01 DEGREES 47 MINUTES 31 SECONDS
WEST, A DISTANCE 329.06 FEET TO A POINT; THENCE NORTH 88 DEGREES 47 MINUTES 09
SECONDS WEST, A DISTANCE OF 265.69 FEET TO A POINT; THENCE NORTH 01 DEGREES 23
MIN A DISTANCE F 1 8 F TO A POINT; THENCE NORTH 89
MINUTES 06 SECONDS EAST, D S CE 0 22 2 FEET
DEGREES 04 MINUTES 00 SECONDS WEST, A DISTANCE 420.47 FEET TO A POINT; THENCE N 01
DEGREES 41 MINUTES 50 SECONDS EAST, A DISTANCE OF 133.34 FEET TO A POINT ON THE EAST
RIGHT OF WAY OF TAYLOR LOOP ROAD; THENCE ALONG SAID RIGHT OF WAY NORTH 44 DEGREES
29 MINUTES 34 SECONDS EAST, A DISTANCE OF 452.88 FEET TO A POINT; THENCE WITH A CURVE
TO THE RIGHT WITH AN ARC LENGTH OF 74.05 FEET, WITH A RADIUS OF 542.58 FEET, WITH A
CHORD BEARING OF NORTH 40 DEGREES 49 MINUTES EAST, AND A CHORD LENGTH OF 74.00 FEET
RV WITH AN AR NTH OF 34.19 FEET WITH A
TO A POINT; THENCE WITH A CURVE TO THE LEFT C LENGTH
RADIUS OF 145.72 FEET, WITH A CHORD BEARING OF NORTH 43 DEGREES 43 MINUTES 03
SECONDS EAST, AND A CHORD LENGTH OF 34.11 FEET TO A POINT; THENCE NORTH 53 DEGREES
32 MINUTES 29 SECONDS EAST, A DISTANCE OF 56.66 FEET TO A POINT; THENCE LEAVING SAID
RIGHT OF WAY OF TAYLOR LOOP ROAD; THENCE SOUTH 01 DEGREES 59 MINUTES 18 SECONDS
WEST, A DISTANCE OF 369.15 FEET TO THE POINT OF BEGINNING. SAID TRACT CONTAINING 5.483
ACRES MORE OR LESS.
FLOOD STATEMENT:
BY GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO.
05119CO316G. 05119CO312G DATED JULY 6. 201 ,� COMMUNITY LITTLE ROCK. CITY OF;
NUMBER 050181; PANEL 0316 & 0312; SUFFIX G. INDICATES THAT THE PROPERTY SHOWN
ON SURVEY LIES WITHIN:
F cl
o ZONE X (OTHER AREAS) AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE
(/) n FLOODPLAIN.
C3 I (n
:I _ "FLOOD STATEMENT DOES NOT GUARANTEE AGAINST LOCALIZED FLOODING.
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SUBJECT PRO ERTY AREA
5.483 A res +/-
238,850 Sq. Feet F 17
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4 .�``�`STATE
ARKANS CERTIFICATION:
NO',- 1402 I, PAXTON R. SINGLETON, PLS #1402, HEREBY CERTIFY THAT THIS PLAT CORRECTLY
GLOBAL SURVEYING - = REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION. NO
CONSULTANTS, INC. _ 0 _ NO INDEPENDENT SEARCH WAS MADE BY THE SURVEYOR REGARDING EASEMENTS,
SIGNATURE�`-ZCq _ v - Z - RIGHTS OF WAY OR OTHER RESTRICTIONS OF RECORD THAT AN ACCURATE TITLE
. 1457 SEARCH MIGHT DISCLOSE. ONLY COPIES WITH SURVEYOR'S ORIGINAL SIGNATURE
NO
0 tiF��`� - y �- IN RED INK ARE VALID COPIES. ANY ALTERATIONS MADE TO THIS SURVEY WITHOUT
'•,*AARIS�t1�p� �:- 'A 4O - WRITTEN AUTHORIZATION WILL IMMEDIATELY INVALIDATE THE SURVEY. THIS SURVEY AND
A" CERTIFICATION IS FOR THE USE AND BENEFIT OF THE SURVEYOR AND CUENTS LISTED
VAL LN1P .•`-SqS-Sv?, HEREON ONLY.
''"AUAllllll1111\\\100
NOT VAUD IF SIGNATURE
IS NOT IN ORIGINAL RED INK.
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0
State Surveyors Code:
500-02N-13W-0-19-420/310/240-60-1402 HONEY BEAR
/ DRIVE
NW SE
1" IRON ROD 2.02 Acres
S 84*9'51 " E
10,89,WD BOOK 20 6, PAGE 009128
/OF CORNER PARCEL NO. 3L0200004200
WOODLAWN FA MS ADDITION
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LONGLEA X PHASE 3
PLAT BK D, PG 950
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GENERAL NOTES:
1. THE PROJECT ELEVATIONS ARE BASED ON PAGIS MONUMENT 2090-0258, NAV
PROJECT BENCHMARK #1: ELEVATION = 315.34' - TOP OF 1/2" REBAR.
PROJECT BENCHMARK #2: ELEVATION = 328.44' - TOP OF 1/2" REBAR.
2. NO ZONING INFORMATION WAS PROVIDED ON THIS SURVEY, SUBJECT PROPERTY IS CURRENTLY BEING
REZONED.
3. WATER AND SEWER LINE INFORMATION SHOWN ON SURVEY IS PER UTILITY MAPS PROVIDED BY PAGIS
NETWORK, LOCATION IS APPROXIMATE.
4. THE ABOVE AND UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE ABOVE AND
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE SURVEYOR HAS LOCATED VISIBLE UTILITIES AS ACCURATELY AS POSSIBLE FROM THE
INFORMATION AVAILABLE AND A THOROUGH SEARCH OF THE PREMISES. DEPTH AND HEIGHT OF LINES
ARE UNKNOWN, UNLESS OTHERWISE STATED.
5. ANY SERVITUDES AND RESTRICTIONS SHOWN ON THIS SURVEY ARE LIMITED TO THOSE SET FORTH IN
THE DESCRIPTION FURNISHED TO SURVEYOR, AND THERE IS NO REPRESENTATION THAT ALL APPLICABLE
SERVITUDES AND RESTRICTIONS ARE SHOWN HEREON.
6. NO SURVEYOR OR ANY OTHER PERSON OTHER THAN A LICENSED ARKANSAS ATTORNEY MAY PROVIDE
LEGAL ADVICE CONCERNING THE STATUS OF TITLE TO THE PROPERTY DESCRIBED IN THIS SURVEY (THE
"SUBJECT PROPERTY"). THE PURPOSE OF THIS SURVEY, AND THE COMMENTS RELATED TO THE
SCHEDULE B-II EXCEPTIONS, IS ONLY TO SHOW THE LOCATION OF BOUNDARIES AND PHYSICAL
OBJECTIONS IN RELATION THERETO. TO THE EXTENT THAT THE SURVEY INDICATES THAT A LEGAL
INSTRUMENT "AFFECTS" THE SUBJECT PROPERTY, SUCH STATEMENT IS ONLY INTENDED TO INDICATE THAT
PROPERTY OUN BOUNDARIES INCLUDED IN SUCH INSTRUMENT INCLUDE SOME OR ALL OF T 8 D U S HE SUBJECT
PROPERTY. THE SURVEYOR DOES NOT PURPORT TO DESCRIBE HOW SUCH INSTRUMENT AFFECTS THE
SUBJECT PROPERTY OR THE ENFORCEABILITY OR LEGAL CONSEQUENCES OF SUCH INSTRUMENT.
7. THIS PROPERTY IS WITHIN CITY OF LITTLE ROCK. PUTASKL.C_OUNTY. ARKAN
8. THE NEAREST FIRE HYDRANT IS LOCATED AS SHOWN
9. CONTOUR INTERVAL = 1 FOOT.
10. NAMES AND ADDRESSES OF ADJOINING PROPERTY OWNERS WERE TAKEN FROM PULASKI COUNTY TAX
CARDS AND DEEDS.
11. SURVEYOR MADE AN ATTEMPT TO HAVE UNDERGROUND UTILITIES LOCATED BY NOTIFYING THE
ARKANSAS ONE -CALL SYSTEM, REQUESTED E TICKET PER (AR ONE CALL WEBSITE) ON DECEMBER 8,
2016 AT 9:00 A.M. GAVE DETAILS OF SITE BEING WOODED WITH NO PHYSICAL ADDRESS AND WHAT
THE LOCATION IS BOUND BY. SURVEYOR WAS ABLE TO FIND SEWER UTILITIES MARKED IN FIELD.
12. THE SIZE AND TYPE OF THE GAS LINE SHOWN ON SURVEY IS PER UTILITY MAPS PROVIDED BY
ANDREW TOWNSEND, CENTERPOINT ENERGY, PER EMAIL 12/08/2016. LOCATION OF GAS LINES ARE
APPROXIMATE.
13. SURVEYOR NOTES THAT THE PROPERTY ABUTS THE RIGHT OF WAY OF TAYLOR LOOP ROAD. ACCESS
TO THE RIGHT OF WAY MAY BE SUBJECT TO OTHER AGREEMENTS OR PROPER GOVERNMENTAL
APPROVALS.
14. SURVEYOR DID NOT OBSERVE EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION
OR BUILDING ADDITIONS.
15. OVERHEAD UTILITY LINE CROSSES SUBJECT PROPERTY OR IS WITHIN RIGHT OF WAY. HOWEVER, WITH
PREVIOUS PROJECTS, SURVEYOR HAS BEEN ASKED TO PROVIDE A 30' (15'X15') UTILITY EASEMENT FOR
OVERHEAD ELECTRIC LINES ON THOSE PREVIOUS PROJECTS. SURVEYOR WAS NOT PROVIDED AN
EASEMENT.
16. ALL HORIZONTAL DISTANCES ARE GROUND MEASUREMENTS.
Z
0
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a- 3" PVC
= u BLACK BEAR
DRIVE
0' m 50' R/W
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ASPHALT ROCK
CONCRETE DIRT
BRICK
LESS &
EXCEPT
HA TCH LEGEND
Project
Location
VICINITY MAP - N.T.S.
0
(VACANT)
PARCEL: 43L0080005800,
43L0080005600,
43LO200004200
(PHYSICAL ADDRESS)
ON TAYLOR LOOP RD.
OWNER: PIERCE JULIA
M/ REGGIE L LIV TR
(MAILING ADDRESS)
4705 STOCKTON RD
CONWAY, AR 72034
WARRANTY DEED BOOK
2006, PAGE 009127,
009128, 009129
0
(RESIDENCE)
PARCEL: 43LOO82200100
OWNER: NW
CONGREGATION OF
JEHOVAH'S
(PHYSICAL ADDRESS)
14800 HINSON RD.
LITTLE ROCK, AR 72223
(MAILING ADDRESS)
2 LONGWOOD RD.
LITTLE ROCK, AR 72223
TRACT A HINSLOR SLOPE
SUB. PLAT BK G, PG
801
®
(RESIDENCE)
PARCEL: 43LOO82200200
(PHYSICAL ADDRESS)
HINSON RD.
LITTLE ROCK, AR. 72223
OWNER: VOGEL SAM
M/MARGOT S
(MAILING ADDRESS)
14708 HONEY BEAR DR.
LITTLE ROCK, AR 72223
®
(VACANT)
PARCEL:
43LO100002100
OWNER:
RECTOR- PHI LLIPS- MORSE
INC.
(PHYSICAL
ADDRESS)
14701 CECIL DR.
LITTLE ROCK, AR.
72223
(MAILING ADDRESS)
P.O. BOX 7300
LITTLE ROCK, AR
72217
CURVE
ARC LENGTH
RADIUS
IDELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1
74.05'
542,58'
7-49'12"
IN 40'49'16" E
74.00'
C2
34.19'
145.72'
13'26'33'
IN 43-43'03" E
34.11'
50, 0 50' 100' 150
GLOBAL SURVEYING CONSULTANTS, INC.
6511 HEILMAN COURT
NORTH LITTLE ROCK, ARKANSAS 72118
501-455-4984
Scale 1 " 50'
PREPARED FOR:
FENNELL PURIFOY ARCHITECTS
-
100 MORGAN KEEGON DR.
LITTLE ROCK, ARKANSAS 72202
BOUNDARY c�cBO BOUNDARY TOPOGRAPHIC�IMPROVEMENT SURVEY:
FOR THE USE AND BENEFIT OF.
FENNELL P URIFO Y ARCHITECTS
FIRST CHRISTIAN CHURCH
14802 TAYLOR LOOP ROAD, LITTLE ROCK, AR. 72202
SCALE: 1" = 50'
Surveyed By: JD
Checked by: PRS JSA
DRAWN BY: J. CLARK & C. GILBERT
ATE: 12 27 16 REV. DATE: 1/10/171
PART OF SECTION 19, TOWNSHIP 2 NORTH, RANGE 13 WEST
GLOBAL SURVEYING CONSULTANTS, INC. - PROJECT NO. 16-3126.00