HomeMy WebLinkAboutZ-8998 Map 8�FH 135
CONC.4"S X 78'R �1
/\OX CULVERT
\\�---------
30" BELL SYSTEM LI _ �CQ R '�- METAL LID PAINTED BLUE
7TH r�YJft
1139 226 g 1130 ___��51. PAINTED RED
'FADED PAINT
FD. SMALL NAIL CLAY MARKED DUCT
38"S X 10"R'I'
CONIC. BOX CULVERT I 1 ONC. 30" BELL SYSTEM =LID
"1 HOUR PAR RINO= SIDE WALK
"ADOPT A STREE j 133 t_ -
MEOr LtB- '1 HOUR PARKING"
I a MARKED G ___ 1132 1172
I g _
"STOP" "7TH" "CROSS" 227_f�. ` I/ 8 CLAY'==(P__ 10,CLAY
y ALL GRAVEL PARKING LOT I p
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'I AQ g 9 LOTS 1, 2 AND 3 BLOCK 289 r
av W LESS AND EXCEPT THE SOUTH 10'05 I a
I o OF THE EAST 35 OF LOT 1-5
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f << I ' INST# 2013001034 I N
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a a
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4 04BOLLARDS \ I U e ' ALL GRAVEL PARKING LOT fIj a
ELEC. GATE a
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114 MC P# 10 I I aF
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3" TRE� I f SPNrAl:71 N
LIGATION
ROL VAL f =>==CLAY v f a
3" TREEsx
J CO C. PAD
OES 1 1 I 230814 ~ � MCE CP#114 b 0
OUND I CONCR p
CONTROL DATA
Point #
Northing
Easting
Elevation
Description
10
149418.5990
1226848.0750
229.14
CONTROL POINT
11
149190.2240
1226822.0440
232.24
CONTROL POINT
12
149341.7540
1227027.9200
230.62
CONTROL POINT
13
149274.2290
1227015.7320
232.22
CONTROL POINT
14
149359,9340
1227137,1680
228.87
CONTROL POINT
41
149245.6460
1227158.1090
230.29
CONTROL POINT
42
149328.6820
1227242.6140
229.55
CONTROL POINT
43
149131.1570
1227154.4780
231.29
CONTROL POINT
44
149169.2110
1227281.4830
228.97
CONTROL POINT
45
149157.9170
1227098.4020
231.04
CONTROL POINT
46
149116.9740
1227002.7160
233.37
CONTROL POINT
47
149093.0350
1226994.9210
233.35
CONTROL POINT
4B
149055.7330
122698B.7990
233.40
CONTROL POINT
49
149042.6960
1227036.9460
232.92
CONTROL POINT
50
149070.3060
1226949.5520
234.48
1 CONTROL POINT
iREEI02 LITTLE ROCK AMBU O % 124" CKBERRY ,� _ N`b _ aura
PARCEL ID 34L
6" 1507800 CREP 8" EPA N A Fa T2A1�ROlLD S i U Aa 1
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2gl I \ MYRTLE MYRTLE �`3, T ASPHALT f/i (�I FD. RAIL ROAD SPIKE
ti
.EC. GATE f LTwMC ,MCP# 12< 2" Oil DS ' a `A5Pt+AL3c 6R _ L
OPENER I GRAVEL & DIRT 24" PECA y _
rI Y PARKING LOT
4' TALL f ( N MCE CP# 42
I BOLLARD I JJJI `C 16" HACKBERRY
3 18" HACKBERRY 4" REP " ® f a
I o I 26" HACKBERR M TILE --j 10P HOLLY p CONC. TEP
I _� METAL STORAGE F.F. 34.8 3 a AS ALT
I d ' I ^` BUILDING -INNG - DOOR o a 23151- Al
2' TR W ' M� 28'-5ACK BERR I 4" CREPE I 05 HOUR" yNK
"BAR ING"
I v N rJ "MEMS ARKING INFO" A/
FL D 8' TALL CONC. PAD 5
3" TKE o I f I ELEC. GOES � v�i 8" RI eN cM INK
SWMH# 11
RIM 230.
FL OUT 18" RCP TO E. 226.
"AT&T BURIED FIBER OPTIC'
"CAUTION ARROW" -
"AT&T BURIED FIBER OPTIC j
"Cl ARROW"-J/U
UNDERGROUND o
I LI E ROCK AMBULANCE i WAL a
I PA CEL ID 34LO201508100 Y LITTLE ROCK AMBULANCE I - # 1 I a A/G
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CONCRETE E UNI
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GRAPHIC SCALE
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AMBUL E WALL
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MC #
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AMBULA
PL S
4" ROUND
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18" RCP 116
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ELE . METER &
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ASPHALT
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10" BRADFORDPEARI IN
3' TALL•
CP# 40
36" DOOR
FENCE
ETAL OFFIC
233
HEDGE
�/)BRAIDFORD
F. 233.34
PEAR
6" DOOR
6
IRON
2n�ti
9 3' TALL
SE 0 BOLLARD
4'0
01
ENC 23
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BRADFORD PEAR
MCE CP# WA a ''X51
8l�'VC
N
ASPHALT
0" BRADFORD PEAR
OPEN COVED
1P WASH BAY `
71
2527,'
2 292533
10'
BRADFORD PEAR
(4)3' TALL
1 BRADFORD PEAR
4"0 BOLLARD Sk
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10" BRADFORD PEAR
1
BRADFORD PEAR
OXYGEN
10" BRADFORD PEAR
6' CHAIN LINK
r-.1-
DOUBLE
I
SURVEYOR'S NOTES:
HORIZONTAL COORDINATES FOR THIS PROJECT ARE ARKANSAS STATE PLANE NORTH ZONE,
ELEVATIONS ARE NAVD88, BASED ON PAGIS REFERENCE STATION.
CONTOUR INTERVAL = 1 FOOT.
THIS IS A TOPOGRAPHIC SURVEY ONLY AND IN NO WAY SHOULD BE INTERPRETED AS A PROPERTY
BOUNDARY SURVEY. ANY PROPERTY LINES SHOWN ARE FOR REFERENCE ONLY AND HAVE NOT BEEN
VERIFIED.
FIELD WORK FOR THIS SURVEY WAS COMPLETED DECEMBER, 2013.
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
1-800-482-899B AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.
WATERLINE LOCATIONS ARE APPROXIMATE BASED ON PAGIS WATER/WASTEWATER APPLICATION.
GAS LINE LOCATIONS ARE APPROXIMATE BASED ON PLANS FROM CENTER POINT ENERGY
LEGEND
SURVEY CONTROL MONUMENT
CURB LINE
(TYPE AS NOTED)
ELEVATON BENCHMARK OR
-OHE
OHE- OVERHEAD ELECTRIC LINE
LOCATION OF BUILDING FLOOR ELEVATION
E
E BURIED ELECTRIC UNE
FOUND SURVEY BOUNDARY MARKER
(TYPE AS NOTED)
FENCE
❑
STORM DRAIN GRATE
STORM WATER LINE
®
STORM WAIER MANHOLE
SANITARY SEWER LINE
SG
SANITARY SEWER MANHOLE
GAS LINE
®
SEWER CLEANOUT - SZE AS NOTED
WATER LINE
LIGHT POLE
CO.
POWER POLE
C-
GUY UNE
TPEDE]
TELEPHONE PEDESTAL
®
TELEPHONE MANHOLE
AGM
GAS METER
GTE]
GAS TRACE WARE TERMINAL
A
WATER VALVE
0WM
WATER METER
t/ FH
FIRE HYDRANT
CONIFER TREE
TREE (TYPE AS NOTED)
BUSH
SIGN
POST OR POLE
(TYPE AS NOTED)
ROUND METAL OLD SIGN
1T_R OR
,/�T ENTER" ONE
WHITE
REFLECTOR
WEST"
SANITARY SEWER DATA
SSMH# 1128
SSMH# 1160
RIM 226.43
RIM 231.04
8" CLAY IN FROM W.
FL IN 4" FROM S.W. 227.06
8" CLAY OUT TO E.
6" CLAY IN FROM W.
INVERT 221.70
6" CLAY IN TO E.
6" CLAY OUT TO N.
SSMH# 1132
INVERT 225.73
RIM 227.60
B" CLAY IN FROM W.
SSMH# 1166
8" CLAY OUT TO E.
RIM 229.24
INVERT 220.75
4" IN FROM N.
6" CLAY OUT TO W.
SSMH# 1133
INVERT 225.98
RIM 226.08
6" CLAY FROM S.
SSMH# 1172
6" CLAY TO N.
RIM 227.94
INVERT 222.44
6" CLAY FROM S.
8" CLAY FROM W.
SSMH# 1153
10" CLAY TO E.
RIM 227.99
INVERT 221,32
4" IN FROM W.
6" CONC. FROM E.
SSMH# 2814
6" CLAY OUT TO N.
RIM 229.95
INVERT 223.34
4" FROM S.E.
6" CONC TO W.
SSMH# 1156
INVERT 226.72
RIM 232.30
6" CLAY OUT TO E.
INVERT 228.14
STORM WATER DATA
SWMH# 1130
SWMH# 1163
RIM 225.94
RIM 230.84
CAN NOT DETERMINE SIZE
12" RCP FROM W.
INVERT 223.06
18" RCP TO E.
INVERT 227.56
SWMH# 1135
RIM 222.96
SWMH# 1168
44"S X 18"R CONC. BOX
RIM 229.02
CULVERT OUT TO W.
18" RCP TO S.
INVERT 225.74
INVERT 225.40
SWMH# 1136
IG# 2518
RIM 226.24
RIM 232.53
38"S X 10"R
8" PVC TO W.
CONC. BOX CULVERT
INVERT 231.53
INVERT 223.85
IG# 2522
SWMH# 1139
RIM 232.95
RIM 226.69
INVERT 230.45
12" RCP OUT TO N.E.
INVERT 224.00
SWMH# 2527
RIM 233.34
IG# 1147
3' OF WATER IN BOTTOM
RIM 228.27
INVERT 228.34
18" RCP N.
18" RCP S.
SWMH# 2529
INVERT 224.42
RIM 233.31
3' OF WATER IN BOTTOM
SWMH# 1152
INVERT 228.37
RIM 230.69
FL OUT 18' RCP TO E. 226.98
SWMH# 2533
RIM 232.88
SWMH# 1165
INACCESSIBLE
RIM 229.36
FL IN 18" RCP 225.16
FL IN 18" RCP TO W. 225.01
FL OUT 24" RCP TO S. 221.23
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S:Chi: MCCLELLAND '.Z
_ CONSULTING
ENGINEERS
_
No. 24
.z��q�sq
g
if
SURVEY MNGR:
DRAWN BY
KI
JDM
DATE
1-2-14
SCALE
JOB NUMBER
1 "=30'
LR13-5916
1/1