HomeMy WebLinkAboutZ-6627 Map 7ED. 1/2* REBAR;
8" LONG
PAGIS CODRDS:
N 159,273.40'
E 1,213,363.88'
Z 551.71'
S89005'53"E
8(80')
0.11
vI
1 "PIPE
w
00 t`
't vi ag
v
IOU
1 FD. 1 "PIPE
WI^
zIIt
9
$
I W
NORTHING
50.33' (So')
�
- -----�
I 22' (_.
I I
LK
NEW HANDICAP
1,0POSED
T
_i PARKING SPACE,
159,136.888'
I FOR ACCESS TO
561.56'
_I
ADDITION . I REAR RAMP
�I
r
(150')
I ASPHALT
W
I PARKING
FROM FD. 1" PIPE
W
W
0.46' OVER
—
N87'59.15"W 100.09'
26 o M
a
550.46'
f�
CK
(\' '1� T I vi I
EXISTING LOTS 8 & 9 13,991
En
a- .
T
LD 1p `
Z
r� 0o
In
W
r -
c
sq.ft. 0.199± acre
FiH0
WZ<m
Z
I I
r=
-u Y. w W
ZQQ3..
04
- PARKING
�a
0o In
w�
Z
AREA
V)
- U m
(1-7
SPACES EAST OF BLDGS)
Q
\ PROPOSED
LOT B
CAS VALVE
90'28'21"
f'_ IUn
1�
FD. CUT X IN
` IIN88.02'17"w
79.77' (80')
NEW CLASS III UPRIGHT
CURB & GUTTER,
NEW ACCESS RAMP
10' DEEP, SLOPE .6'/1'
$
W4 _--
;v
0
RESIDENCE,
7.6' EAST OF
PROPERT) LINE
GRAPHIC SCALE
20 O 10 20 40
( IN FEET )
I inch = 20 f
LO� FRAME GARAGE LOT 6
12.6' NORTHOF
PROPERTY LINE
U Aq Rio C
Y
S8T56'19"E o 1ti PAGIS COORDS:
49.79' (501
RAMP
N
3.1'
DR. STEVE
jL MANGAN, D.D.S.
iD 2011 N. VEIN BUREN
r -:1 -ST. FRAME OFFICE
S F!_OOR ELE'V 556.2'
FIROPO
50
6'_ BOARD
S88'02'11"E--
NORTHING
50.33' (So')
ELEVATION
- -----�
I 22' (_.
I I
LK
NEW HANDICAP
1,0POSED
563.82'
_i PARKING SPACE,
159,136.888'
I FOR ACCESS TO
561.56'
_I
ADDITION . I REAR RAMP
159,112.051'
r
(150')
I ASPHALT
FD. 1/2" REBAR
I PARKING
FROM FD. 1" PIPE
LOT:A AREA
w
I
---PROPOSED LOT SPLIT LINE:
��
N87'59.15"W 100.09'
Z
PROPOSED PARKING &
550.46'
5024 CLUB RD.
V' ACCESS EASEMENT ACROSS
EXISTING LOTS 8 & 9 13,991
1 -S 1. BRICK RETAILER 4r
N
0)
T
V)
FI OOR ELEv 562.8' �,
N 159,269.89'
E 1,213.463.94'
ZVCH
6o
VICINITY MAP
SCALE 1"=2000'±
COPY OF TS MIN. QUADRANGLE
NORTH LITTLE ROCK
1986
NORTHING
EASTING
ELEVATION
L0�
LK
9
563.82'
22
159,136.888'
SET 1/2-REBAR AS CORNER �rJO t7
561.56'
23
159,112.051'
S25'32'52"W 1.39'
(150')
24
FD. 1/2" REBAR
1,213,446.970'
FROM FD. 1" PIPE
25
w
1,213,445.660'
557.83'
SABB'S ANTIQUE RUGS
co
PROPOSED PARKING &
550.46'
5024 CLUB RD.
V' ACCESS EASEMENT ACROSS
EXISTING LOTS 8 & 9 13,991
1 -S 1. BRICK RETAILER 4r
N
REMAINDER OF LOT 9 0,
V)
FI OOR ELEv 562.8' �,
sq.ft. 0.122± acre
r -
O
sq.ft. 0.199± acre
Ty't
LIGHT POLE
Z
ASPHALT
'
CHIMNEY
Q,
- PARKING
- - - - - - - - - - EASEMENT UNE
W
AREA
EPED[j
ELECTRIC PEDESTAL
(1-7
SPACES EAST OF BLDGS)
Q
\ PROPOSED
LOT B
CAS VALVE
90'28'21"
JO.GM
1�
N (90.36') 89'24'0"
W\TER VALVE
89'33'54"
WM
o (89'24')
(89'24')
F< HYDRANT
N 159,269.89'
E 1,213.463.94'
ZVCH
6o
VICINITY MAP
SCALE 1"=2000'±
COPY OF TS MIN. QUADRANGLE
NORTH LITTLE ROCK
1986
41.4' COR. INLINE WJ BLDG 4:
0.73' SOUTH NOT SET)
FD. CONC. NAIL
IN WALK N$8'02'12"W .-..
_— 100.03 (100') TOP 1
^ ASPHALT
PARKING
AREA
S� (9 SPACES SOUTH OF BLOCS)
PAGIS COORDS: CI
N 159,133.58' N m
PAGIS COORDS: N 159,130.15'
E 1,213,460.21'
Z 561.58'
N87'53'39"W N87'47'42"W
PE PINCH 74.94'(75') FD. 1/2- REBAR
74.93'(75')
E 1,213,360.24
o
Z 562.49'--- ^
0 CLUB ROAD C
ASPHALT, 55' RECORD R.O.W.(PER '74 BROOKS SURVEY) SSMH 1014
[per TOP 561.7'
--ONE— v
OHE— 6"CSC
----1 SL BRICK RETAILFk T� FD. 5/8-REBAR
®wM
MCE CONTROL POINT COORDINATES (PAGIS)
CP#
NORTHING
EASTING
ELEVATION
15
LK
S88'00'14"E
563.82'
22
159,136.888'
SET 1/2-REBAR AS CORNER �rJO t7
561.56'
23
159,112.051'
S25'32'52"W 1.39'
(150')
24
FD. 1/2" REBAR
1,213,446.970'
FROM FD. 1" PIPE
25
159,216.788'
1,213,445.660'
557.83'
26
AREAS:
1,213,335.340'
550.46'
—OHE— —ONE— OVERHEAD ELECTRIC LINE
EXISTING LOTS 8 & 9 13,991
sq.ft. 0.321± acre
I
(PROPOSED NORTHERLY LOT A 5,303
sq.ft. 0.122± acre
DIRECTION OF DRAINAGE FLOW
POESD SOUTHERLY LOT 8 8,687
sq.ft. 0.199± acre
Ty't
LIGHT POLE
5018 CLUB RD.
'
PROPERTY LINE
Q,
2—ST. BRICK OFFICE
- - - - - - - - - - EASEMENT UNE
W
- - - - - DITCH OR STREAM LINE
EPED[j
ELECTRIC PEDESTAL
TPEOO
Q
GV
W
CAS VALVE
JO.GM
1�
A
W\TER VALVE
Ci
WM
*,TER METER
VOA
10tH
F< HYDRANT
LOT
�..,}
TREE (TWE AS NOTED)
Z
I
�-
SIGN
I
41.4' COR. INLINE WJ BLDG 4:
0.73' SOUTH NOT SET)
FD. CONC. NAIL
IN WALK N$8'02'12"W .-..
_— 100.03 (100') TOP 1
^ ASPHALT
PARKING
AREA
S� (9 SPACES SOUTH OF BLOCS)
PAGIS COORDS: CI
N 159,133.58' N m
PAGIS COORDS: N 159,130.15'
E 1,213,460.21'
Z 561.58'
N87'53'39"W N87'47'42"W
PE PINCH 74.94'(75') FD. 1/2- REBAR
74.93'(75')
E 1,213,360.24
o
Z 562.49'--- ^
0 CLUB ROAD C
ASPHALT, 55' RECORD R.O.W.(PER '74 BROOKS SURVEY) SSMH 1014
[per TOP 561.7'
--ONE— v
OHE— 6"CSC
----1 SL BRICK RETAILFk T� FD. 5/8-REBAR
®wM
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
159,112.051'
1,213,613160'
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
a
LEGEND
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
1-800-4x2._8998 AT LEAST 48 HOURS -PRIOR -:TO -ANY -EXCAVATION...
FLOODINFORMATION: 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. 1991
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: BOFA,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 CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR
OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000.
THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT
UPON IT.
OECLARA-ION:
I HEREBY DECLARE THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY
SUPERVISON, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND
OR SET, AS SHOWN, 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.
RICHARD A. WATSON DATE
PROFESSIDNAL LAND SURVEYOR
ARKANSAS NUMBER 653 /J
C z X
!� Q.i! /
FOR THE USE AND BENEFIT OF:
DR. STEVE. MANGAN, DDS
2011 N. VAN BUREN
LITTLE ROCK, AR 72207
STATE SURVEYOR'S CODE
`)00 021N -12W-0-30-230-60-0653
\`.!`J' —JySL \JYSL—J1.0 Wli
SURVEY CONTROL MONUMENT
(TYPE AS NOTED)
FOUND SURVEY BOUNDARY MARKER
(TWE AS NOTED)
CURB LINE
o
SET 1/2' X 24' REBAR
2'CSCG - 2' CONC STEP CURB & GUTTER
(UNLESS OTHERWISE NOTED)
6'CSC - 6' CONIC STEP CURB
2'CRCG - 2'CONC. ROLL CURB At GUTTER
E -j
S?ORM DRAIN GRATE
—OHE— —ONE— OVERHEAD ELECTRIC LINE
O
SANITARY SEWER MANHOLE
Y if FENCE
=�
DIRECTION OF DRAINAGE FLOW
- - - STORM WATER LINE
Ty't
LIGHT POLE
- - - -
PROPERTY LINE
Q,
POWER POLE
- - - - - - - - - - EASEMENT UNE
GUY LINE
- - - - - DITCH OR STREAM LINE
EPED[j
ELECTRIC PEDESTAL
TPEOO
TnEPHONE PEDESTAL
GV
W
CAS VALVE
JO.GM
GAS METER
A
W\TER VALVE
WM
*,TER METER
VOA
10tH
F< HYDRANT
�..,}
TREE (TWE AS NOTED)
�-
SIGN
POST OR POLE
(TWE 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
1-800-4x2._8998 AT LEAST 48 HOURS -PRIOR -:TO -ANY -EXCAVATION...
FLOODINFORMATION: 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. 1991
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: BOFA,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 CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR
OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000.
THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT
UPON IT.
OECLARA-ION:
I HEREBY DECLARE THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY
SUPERVISON, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND
OR SET, AS SHOWN, 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.
RICHARD A. WATSON DATE
PROFESSIDNAL LAND SURVEYOR
ARKANSAS NUMBER 653 /J
C z X
!� Q.i! /
FOR THE USE AND BENEFIT OF:
DR. STEVE. MANGAN, DDS
2011 N. VAN BUREN
LITTLE ROCK, AR 72207
STATE SURVEYOR'S CODE
`)00 021N -12W-0-30-230-60-0653
\`.!`J' —JySL \JYSL—J1.0 Wli