HomeMy WebLinkAboutZ-6627 Map 3FD. 1/2" REBAR,
y
8" LONG
S88'02'11"E
—�= --- —
50.33'(5o')
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1.213,613.160'
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PAGIS COORDS:
N 159,273.40'
E 1,213,363.88'
Z 551.71' -
S89*05'53"E
80.11'
(80')
N88'02'17"W
79.77' (Bo')
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1 "PIPE
1 FD. 1 "PIPE
RESIDENCE, 14
7,6' EAST OF 1
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20 0 10 20 40
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49.79' (50')
G�6' BOARD
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S88'02'11"E
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50.33'(5o')
38.8'
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1.213,613.160'
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555.69'
FLOOR ELEv 5`)61
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PROPO
LOT A "'F'
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N88'02'12"W
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100.777 03'
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--c"RGPORED LOT SPUT LINE:g
EXISTING LOTS 8 & 9 13,991
N87 59'15"W 100.09' w
DIRECTION OF DRAINAGE FLOW
NORTHERLY LOT A 5,303.122±
C>
- - - STORM WATER UNE
00
acre
Qi
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5018 CLUB RD.
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W
8
2 -ST BRICK OFFICE '�
GUY LINE
LST
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W
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PROPOSED PARKING Ile
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h 5024 C -OD R0. :4'
ACCESS EASEMENT ACROSS
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^ 1-9T. BRICK RETAILER$
N REMAINDER OF LOT 9 -0,FLOOR
WATER VALVE
ELEV. 562.8'
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FIRE HYDRANT
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z ASPHALT
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VICINITY MAP
SCALE 1"=2000't
COPY OF 7.5 MIN. QUADRANGLE
NORTH LITTLE ROCK
1986
N 159,269.89'
PARKING
EASTING
CHIMNE,
AREA
159,083,727'
1,213,299.690'
(1-7 SPACES EAST OF
BLOCS)
PROPOSED
LOT B
561.56'
90'28'21"
159,112.a51'
1.213,613.160'
;n (90'36') 189'24'0"
89'33'
54"
CN (82-24')
555.69'
(89'241
41.4'
COR. INLINE W BLDG !c
557.83'
26
0.73' SOUTH NOT SET)
1,213,335.340'
N88'02'12"W
AREAS:
100.777 03'
(100')
w
VICINITY MAP
SCALE 1"=2000't
COPY OF 7.5 MIN. QUADRANGLE
NORTH LITTLE ROCK
1986
N 159,269.89'
NORTHING
EASTING
ELEVATION
E 1,213.463.94'
159,083,727'
1,213,299.690'
563.82'
aCH LK _ _ S88'00'14"E
159,136.888'
1,213,463.190'
561.56'
1 SET 1/20REBAR AS CORNER 150.1 T
159,112.a51'
1.213,613.160'
553.37'
S25'32'52'W 1.39'
FD. 1/2' REBAR
555.69'
FROM FD. 1' PIPE
159.216.788'
1,213,445.660'
557.83'
26
159,270.410'
1,213,335.340'
550.46'
AREAS:
-ONE-- OVERHEAD ELECTRIC LINE
EXISTING LOTS 8 & 9 13,991
acrePROPOSED
DIRECTION OF DRAINAGE FLOW
NORTHERLY LOT A 5,303.122±
acre
- - - STORM WATER UNE
PROPOESD SOUTHERLY LOT B 8,687.199±
acre
POWER POLE
5018 CLUB RD.
Lsq.ft.321±
_ - - - -
- - - - - - EASEMENT LINE
2 -ST BRICK OFFICE '�
GUY LINE
w
--- - -
- - -- piQl OR STREAM MINI
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TPLEDDEEJ
TELEPHONE PEDESTAL
N
10
GAS VALVE
v
0
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WATER VALVE
O.(WER
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FIRE HYDRANT
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PAGIS COORDS:
N 159,130.15'
E 1,213,460.21'
Z 561.58'
N87'53'39"W N87'47'42"W
FD. 1/2' PINCH 74.94'(75')
TOP PIPE FD. 1/2" REBAR 74.93'(75')
PAGIS COORDS: -J KING
SPHALT
N 159,133.58' a AR
E 1,213,360.24' p
AREA
2,
E- (9 SPACE SOUTH OF BLDGS) C`S
Z 562.49'-//
WM� _
ONE __
U
I CLUB ROAD 0
ASPHALT, 65' RECORD R.O.W.(PER '74 BROOKS SURVEY) SSMH 1014
TOP 561.7'
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6 CSC
®wM FD. 5/0-REBAR
MCE CONTROL POINT COORDINATES (PAGIS)
CP#
NORTHING
EASTING
ELEVATION
15
159,083,727'
1,213,299.690'
563.82'
22
159,136.888'
1,213,463.190'
561.56'
23
159,112.a51'
1.213,613.160'
553.37'
24
159,266.950'
1,213,446-970'
555.69'
25
159.216.788'
1,213,445.660'
557.83'
26
159,270.410'
1,213,335.340'
550.46'
FD. 1 1/2" PIPE
LEGEND
ASURVEY
CONTROL MONUMENT
(TWE AS NOTED)
FOUND SURVEY BOUNDARY MARKER
(TYPE AS NOTED)
CURB ONE
O
SET 1/2' % 24' REBAR -
2'CSCG - 2' CONC STEP CURB k GUTTER
(UNLESS OTHERWISE NOTED)
B'CSC - E' CONIC STEP CURB
2'CRCG - 2'CONC. ROLL CURB & GUTTER
❑
STORM DRAIN GRATE
O
—ONE-
SANITARY SEWER MA CLE
-ONE-- OVERHEAD ELECTRIC LINE
=t,
DIRECTION OF DRAINAGE FLOW
LIGHT POLE - -- - - -'
- - - STORM WATER UNE
PROPERTY LINE
POWER POLE
_ - - - -
- - - - - - EASEMENT LINE
F
GUY LINE
--- - -
- - -- piQl OR STREAM MINI
EPEDE]
ELECTRIC PEDESTAL
TPLEDDEEJ
TELEPHONE PEDESTAL
GvW
GAS VALVE
J�jCIA
GAS METER
A
WATER VALVE
O.(WER
WATER METER
O FH
FIRE HYDRANT
TREE (TYPE AS NOTED)
T
SIGN
POST OR POLE
V
(TYPE AS NOTED)
EXISTING PROPERTY DESCRIPTION:
LOTS 8 AND 9, BLOCK 27, NEWTON ADDITION, PULASKI HEIGHTS, ARKANSAS.
NEWTON ADDITION IS RECORDED WITH THE PULASKI COUNTY CIRCUIT CLERK'S OFFICE IN PLAT BOOK 1,
SHEET NUMBER 80, AND IS DATED JUNE, 1908,
SURVEYOR'S NOTES
HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED ON THE
PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (PAGIS), AND WERE CARRIED TO THE SITE BY
TRAVERSE FROM PAGIS POINT 2033 NEAR THE INTERSECTION OF CANTRELL ROAD AND N. TAYLOR
STREET PPROXIMATELY 1/2 MILE SOUTHWEST OF THE PROPERTY.
CONTOUR INTERVAL = 1 FOOT.
FIELD WORK FOR THIS SURVEY WAS COMPLETED JANUARY 13 THRU 15, 1999.
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS
PROJECT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO
STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES, ANY
CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT
1-800-482:'8998 ATIFAST 48 HOURS PRIOR TO ANY EXCAVATION.
-dwr-f
FLOOD INFORMATION: NO PART OF THIS SITE IS WITHIN A 100 YEAR SPECIAL FLOOD HAZARD AREA
AS SHOWN ON A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP
(FIRM) FOR THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS:
COMMUNITY PANEL NUMBER 050181 0007 E. DATED NOVEMBER 3. 1993.
NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN,
OF ANY PROPERTY CORNER MONUMENT.
ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE
SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS
SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS,
AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS
AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
RECORD SURVEYS AND PLATS RELATING TO THIS PROPERTY:
NEWTON ADDITION TO PULASKI HEIGHTS, ARKANSAS; FILED JUNE, 1908 IN PLAT BOOK 1, SHEET 80
BOUNDARY SURVEY BY BROOKS & CURRY INC, DATED FEBRUARY 14, 1974
DIMENSIONS SHOWN IN PARENTHESIS ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR
THE PROPERTY
THIS SURVEY IS FOR THE USE AND BENEFIT OF DR, STEVE MANGON. D.D.S..
PROPERTY OWNER OF RECORD SOFA HOLDING COMPANY: DICKSON FLAKE. AGENT
ZONING: THIS PROPERTY IS PRESENTLY ZONED C-3, WITH RECORD SETBACK DISTANCES OF 25' ON
THE STREET FRONTS, 25' OF THE REAR, AND 15' ON THE SIDE. THESE RECORD SETBACKS ARE
MODIFIED BY THE EXISTING LOCATIONS OF THE BUILDINGS.
ERROR OF CIIOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR
OF CLOSURE SIN URBAN SURVEYS OF 1 PART IN 10,000.
THIS SURVEYIVALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT
UPON IT.
DECLARATION
I HEREBY DE;LARE THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY
SUPERVISION THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND
OR SET, AS 6HOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. THIS SURVEY IS MADE FOR THE
PRESENT OWNERS OF THE PROPERTY AND ALSO THOSE WHO PURCHASE, MORTGAGE, OR GUARANTEE
THE TITLE THERETO, WITHIN ONE YEAR FROM THE DATE HEREON, AND AS TO THEM I WARRANT THE
ACCURACY OF SAID PLAT.
I
RICHARD Al WATSON DATE
PROFESSIONAL LAND SURVEYOR
ARKANSAS NUMBER 653 -
T
FOR THE USE AND BENEFIT OF.
DR. r>TEVE MANGAN, DDS
2011 N. VAN BUREN
LITTLE ROCK, AR 72207
STATE SURVEYOR'S COF)F
500 -02N --12W-0-30-230-60-0653
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