HomeMy WebLinkAboutZ-4474-A Map 4s
SURVEYOR'S NOTES:
HORIZONTAL COORDINATES FOR THIS PROJECT ARE ARKANSAS STATE PLANE NORTH ZONE AND
ELEVATIONS ARE NAVD88 BASED ON THE P.A.G.I.S. REFERENCE STATION.
CONTOUR INTERVAL = 1 FOOT.
FIELD WORK FOR THIS SURVEY WAS COMPLETED NOVEMBER, 2019.
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
BURIED UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN BASED ON VISUAL INSPECTION OF MANHOLES
AND OTHER SURFACE FEATURES. McCLELLAND CONSULTING ENGINEERS HAS ACCURATELY DEPICTED THE
UNDERGROUND AND SUBSURFACE FEATURES TO THE BEST OF THEIR KNOWLEDGE AND ABILITY. ANY
CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT
1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.
MANHOLE AND DRAIN GRATE INFORMATION WERE GATHERED BY VISUAL INSPECTION AND ARE
CONNECTED AND DESCRIBED ONLY AS COULD BE DETERMINED THROUGH SAID VISUAL INSPECTION.
NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN,
OF ANY PROPERTY CORNER MONUMENT.
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.
DESCRIPTION
PART OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER, SECTION 34, TOWNSHIP 2 NORTH,
RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHEAST
QUARTER, SECTION 34, THENCE ALONG THE EAST SECTION LINE THEREOF S2'03'52"W 660.08' THENCE
LEAVING SAID EAST SECTION LINE N87'47'12"W 64.20' TO A FOUND 1/2" REBAR ON THE WEST
EXISTING RIGHT OF WAY LINE OF RESERVOIR ROAD, SAID FOUND 1/2" REBAR BEING THE POINT OF
BEGINNING; THENCE ALONG SAID EXISTING WEST RIGHT OF WAY S1'52'39"W 331.68' TO A FOUND 1/2"
REBAR; THENCE LEAVING SAID EXISTING WEST RIGHT OF WAY N8835'55"W 622.48' TO A FOUND 1/2"
REBAR; THENCE N2'08'43"E 340.50'; S8747'12"E 620.88' TO THE POINT OF BEGINNING CONTAINING
4.80 ACRES ( 208932 SQUARE FEET ) t.
THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT
UPON IT.
DECLARATION:
I HEREBY DECLARE 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 SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY.
KIRT SLEDGE
PROFESSIONAL SURVEYOR
ARKANSAS NUMBER 1665
12- (,-/7
DATE
poTuuEUgrp
�.•�`�yy SSI0N4,
4 °00000000°
p ° SPATE OF ° o Ski
AliI o ARTCANSAS _ o 'i%
O 21g. 185
o-
SURVEY CONTROL MONUMENT
(TYPE AS NOTED)
A. ELEVATION BENCHMARK OR
V LOCATION OF BUILDING FLOOR ELEVATION
FOUND SURVEY BOUNDARY MARKER
(TYPE AS NOTED)
® SET T/2 X 24- REBAR
(UNLESS OTHERWISE NOTED)
❑ STORM DRAIN GRATE
O SANITARY SEWER MANHOLE
EM SEWER CLEANOUT - SIZE AS NOTED
LEGEND
CURB LME
2'CSCG - 7 GONG STEP CURB & GUTTER
-ONE- -OHE OVERHEAD ELECTRIC LINE
# FENCE
STORM WATER LINE
---iS-------- SS---- SANITARY SEWER LINE
- - - - DITCH OR STREAM LINE
PROPERTY LINE
RIGHT OF WAY LINE
FD. 1/2 REBAR
LEANING NORTH, SHOT AT BASE
I
<I
I
" W OL. -_.. 1. �.. 00-
U 0 0 �' .�
LIGHT POLE
GYM
GROUND LIGHT (SPOT LIGHT)
V0T
POWER POLE
E-
GW LME
CD
TELEPHONE MANHOLE
GV
GAS VALVE
Ja GM
GAS METER
A
WATER VALVE
(D WM
WATER METER
t5 FH
FIRE HYDRANT
PK NAIL
SOIL BORE HOLE LOCATION
158962.3710
CONIFER TREE
1* 1#0
TREE (TWE AS NOTED)
15
TREE STUMP
1199251.6490
SIGN
LEGEND
CURB LME
2'CSCG - 7 GONG STEP CURB & GUTTER
-ONE- -OHE OVERHEAD ELECTRIC LINE
# FENCE
STORM WATER LINE
---iS-------- SS---- SANITARY SEWER LINE
- - - - DITCH OR STREAM LINE
PROPERTY LINE
RIGHT OF WAY LINE
FD. 1/2 REBAR
LEANING NORTH, SHOT AT BASE
I
<I
I
" W OL. -_.. 1. �.. 00-
U 0 0 �' .�
POST OR POLE
Northing
Eosting
Elevation
Description
°
000llL,
(TYPE AS NOTED)
1199405.7000
397.98
PK NAIL & SHINER
12
9�0 moo:
00 ?'SLE O°
1199117.1520
395.39
60D NAIL
13
I
0000000 ,.
405.59
PK NAIL
14
158962.3710
I
1* 1#0
PK NAIL
15
158870.2440
1199251.6490
400.09
- - - FD. 1/20 REBAR
16
158767.6730
1 1199159.5250
389.91
PK NAIL
S87'47'12"E 620.88' (T- - -
_ _
1 1199401.6980
386.54
PK NAIL & SHINER
P.0.3.
N89'52'58"E 621.35' (R)
_ _
- -
- _ _
FD.
1/2" REBAR
-------------
CE CP# 12
=ASPHALTA 20" OAK
GRAVEL
ICV 2 CSCG
CONCRETE SIDEWALK
SPIGOT
CONC. PAD AMCE CP# 13
2 CSCG
18" PINE 6" PVC O
-� P
TH BENCH
2 6"
ASPHALT
CON C.
ASPHALT
PINES
12' OAK
18" PINE
2'CSCG 12" PINE
10" TREE SCG
F.F. 405.4
'
BUILDING
CID
p6 uO
12"
PINE ICV
OVERHANG
N /n 405
<I
BUILDING
BUILDING
N18"
OAK 10" PINE
OVERHANG
20" OAK
Y
TRIPLE
10" TREE
o
DOWN SPOUT
18" PINE
GOES UNDERGROUN
SMALL TREESPIGOT<
WOOD EDGING
uT
I
UNKNOWN SIZE AROUND PARKING LOT
TWIN
UNC.
SIDEWALK RAMP
10"
36" DOOR 6" CREPE MYRTLE Apo TREE
PARKING OT I III
F.F. 405.29 0 18" PINE 10" TREE "HANDICAP" II
CONC. a 18" OAK 12" CREPE
6" OAK ®-�-H
BENCH PAINT 4" S ON 12"0 MYRTLE w
'ALL OK" CONC. PEDESTAL II
'AT&T- AZ5 12 TREE
CONCRETE J "CLR" 6" PINE 12' PINE 20" PINE II
I DSUPPORTS j cD #1
DECK SUPPORT 3 I III
v 4p 14" PINE II
POST 18" OAK n MCE CP
.-. BUILDING o O # 14 "HANDICAP"18" PINE 14" PINE II
100--"04
PAINT 10" TREE IOPENING IN SIDEWALK 6" OA ALL OK" ®00 FOR TREE TEP PAINT WOOD EDGING 4 16" CREP m 0- AROUND PARKING LOT
�MYRTLES MM 10-
16 o DOUBLE 36" DOORAT&TT&T CLR
� CONC. ASPHALT 20" PINE IIx
M F.F. 405.39 Op
ka lit
LW 3 HANDICAP IMM -HAND RAIL PARKING LOT Jo
GROUP OF 9 16"
II^
CREPE MYRTLES
`E BUTTON
4.80 ACRES VERTICAL 4" PVC 14" OAK WALK -RAMP n
°p208932 SQUARE FEET t o 10" TREE
CONC. BLOCK/"HANDICAP" ICV
P P
z z BUILDING WALL A C v 14" TREE 18" PINE
OVERHANG BUILDING M
PAD aT C14
ASPHALT 12" STUMP L II
BUILDING 18" OAK Nps 24" OAK
OVERHANG TRIPLE 12" OAK 10" PINE SPIGOT I oil
4 OAK 4" SO. ON 24" TALL �jxM I
F.F. 402.94SIDEWALK z i6" PINE blpp 12"0 CONC. PEDESTAL li II
0o o AMCE CP# 15 ASPHALT 10" PINE '
(550PARKING LOT Til
18" OAK WOOD EDGING
WOOD "I
LANDSCAPE GAZEBO AROUND PARKING LOT
TIMBERS 3a9 12" PINE II
18" OAK 0 12" CEDAR 4 6" CREPE )
GV 12" PINE N 3g 10" CEDAR 1IN 8" PSP ALT MYRTLES 14" PINED
10" TREE BUILDING 14" PINE 9
OVERHANG 5 8" 12" PINE
PINES 397
.l,,
--- - 12" TREEASPHALT
I - .� PrM
12" TREE 2CSCG 3g6 'C�'
SPIGOT 20" OAK
12" TREE 395 Ln20 PINE CONC.10" CREPE FLUME
39R MYRTLE TWIN 8" .
TWIN BIRCH
ASPHALT 18" PINE ASPHALT 2 CSCG
PARKING LOT PARKING LOT 15" ROCK WALL
PAINT
ALL UTILITIES OK" 14" TREE
CP
FD. 1/2" REBAR - - - _ _ _ _ _ N8835'55'W 62248' (M) MCE# 16 -� 2'CSIG _ CS
S89'05'16`W 624.71' (RI 2 CSCG aNE _ _ _ (5) 10" CREPE MYRTLES
CONTROL DATA
Point #
Northing
Eosting
Elevation
Description
10
159041.8880
1199405.7000
397.98
PK NAIL & SHINER
12
159068.2150
1199117.1520
395.39
60D NAIL
13
159058.3410
1199259.2620
405.59
PK NAIL
14
158962.3710
1199252.3870
403.16
PK NAIL
15
158870.2440
1199251.6490
400.09
PK NAIL
16
158767.6730
1 1199159.5250
389.91
PK NAIL
111
158793.6800
1 1199401.6980
386.54
PK NAIL & SHINER
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 INCH= 30 FT.
FD. 1/2
P.O.C.
N.E. CORNER N.E. 1/4 N.E. 1/4
SEC. 34, T -2-N, R -13-W
I
I
\S2ro3'52"W 660.08` (M)
So?
43 E 9 88
I
I
I
I
396.05
N887�47.'1J2"IW 64.20 M
S89'52 58 W 40.40 R
CP# 10
IG# 1671
RIM 397.63
FL IN 18" HDPE FROM N. 393.83
FL OUT 18" HDPE TO S. 393.71
WOOD SIGN
"UNITARIAN UNIVERSALIST CHURCH"
36"0 BELL SYSTEM
n� MANHOLE
SSMH# 1008 (OE153)
RIM# 391.74
6" NRCP OUT TO S.
II
0
+I
RIM 386.18
j
FL IN 18" HDPE FROM N. 382.51
A
FL OUT 24" RCP TO S. 382.69
a
CP# 111
I I I
II W
(aj
I�
II
I4
N
W
14,
`FL 380.88
bI
i
II
I
I�
II
WOOD SIGN
al I.1' IG# 1684
+I
RIM 386.18
j
FL IN 18" HDPE FROM N. 382.51
A
FL OUT 24" RCP TO S. 382.69
III MCE
CP# 111
I I I
(aj
I�
I4
N
14,
`FL 380.88
bI
i
II
I
I�
II
STATE SURVEYOR'S CODE
500 -02N -13W-0-34-120-60-1665
0
U
✓7
0
U
3
3
ORIGINAL SIGNATURE ON FILE
One Call
Know whars below.
Call before you dig.
w
a
0
0
z
BOUNDARY &
TOPOGRAPHIC
SURVEY
SIIRVEYMNGR: DRAWNRY:
KLS I JDM
DATE:
12104/2019
SC.4 LLi:
JOR NUMBER.
1 " = 30'
19-5809
1/1