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�I I DROP INLET // / 1
I FLP 292 361 // SIAN. SEWERI MH.
TSP 295.62
292.62
JUNCTION BO�} II I \ I
- TOP 301~92A 1 3"PVC I- �
12" CLAY FL�307.12 1 IIj I I _ _ \ \ _ • ffTH,1_0 IRE _
ASPHALT PAVEMEN-i'
Gni II GRASS AREA _ / __ \ '-ID0PP2L/
\ 11 - _ -G.R A S,S ^ A R E A - - I FL. 293.59
II _. S 88'48'36" E \ CONC. SIDEWALK II f/ 290.00' s'I
F. REBAR W/CAP I' wy
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TOP 305.42 �•/
FL. 302.12
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TOP 305.59 o FL 30
FL. 298.59
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BASEMENT F.F. EL. 297.81 � I� CANOPY I \ 11
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FIRST FLOOR F.F. EL. 306.54 I I Il�\\ 33.01 +. II
GRASS AIREA 4 1E X I IAC I r
METAL STEPS UP " 1 ❑ _ // I \\ WOOD RAMP -up 'ASPHALT CURB 4 SSS'
3'X3' AC. PAD / \
GRASS AREA \ I
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ASPHALT CURB � 1111 A\ I Ih I I
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A S P H A L 7 PAVEMENT TOP 301.41 - -
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F.F. EL. 302.90 �I
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BLOCK \�(n BOLLARD N
EXISTING „ I WALL
2 -STORY BRICK BLDG. I �� 84.7' F.F. EL. 302.92 °
W/ BASEMENT "z° II
LAN TE �•
W. BASEMENT F.F. EL. 299.78- 7• +, - _ �� CONIC. PVM'T. 7 ?oa II
MAIN FLOOR EL. 309.74 +� _ A = _ _ -'- - - - - CONCI I 1\
7ATb - i UP A S P H ALT � _ ...„ 44.4' _.,... � ....._ � °
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-� aI F.F. EL. 304.85 G
EAST d bRATEb _,_J I �I•II �I
9 I BASEMENT RAIN
F, F. 300.45 ICONCI - `'Oz I I _
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ON IRON FENCE 03 a Ilw I
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2 -STORY BRICK CHURCH o IIS
W/ BASEMENT 01 --pi I ;sI
BASEMENT F.F. EL. 299,05' z AC z I "
ELECT. PANEL N PADS II''
2 FIRST FL. EL. 309.86' JY (Typ) v Tr,
2' 2 I LU I I ; I
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"i 2.7' 1.5' 2.1.5' n
2' �,�, 9.5• lo.Y 10.7' 1' p J• J,S, G R A V E L I I I N I
2 7.5' e G 2 0.7' J .5'�y P L A Y G R O U N D ear H II I
DIRT
2.s ..METAL HC RAMP 2.5 II
24.0' 2.5' _ r I �, 31, '
2.5 2.5' -�iic 1 I CONIC. I I I
2. - ! I 6' WROUGHT IRON FENCE I �� r G R A S S A R E A DROP INLET DROP IN T
N GRASS AREA ELECT. TOP 303118
ss � TRANSF. TOP 303 70
-- -- _ - I 1 F. 1 y, PIPE 0 FL. 300. 0
0.79' SOUTH - I F, 1' PIPE (USED)
CONIC. SIDEWALK N 88'51'47" W 290.00 ELECT. PED. CCJC. SIDEWALK lO -
ELEcr. sox G R A S S A R E A 30" OAK 1 ❑ O - 4"G
NLETOS 35 - 1 JUNCT. BOX
TOP 303.47
2.35-
A S P H A L T P A V E M E N T
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Sr`REET
GRAPHIC SCALE
20 40
( IN FEET )
1 inch - 20 ft.
Surveyor's Notes
1. The information and/or elevation of existing utilities as shown on this
survey is based on records of existing utility companies and where
possible, measurements were taken In the field. The Information Is not
to be relied on as being complete. The contractor must call the
oppropiate utility company at least 48 hours In advance before any
excavation to request exact field location of utilities.
2. Basis of bearings: Pagis
3. The property is not shown In the 100 year flood plain on the flood
Insurance Rote Mop Community Panel Number 050181 0008 E Dated
NOV. 3, 1993.
4. This property Is Zoned R -4A.
FOR THE USE AND BENEFIT OF:
ST. EDWARDS CHURCH & SCHOOL
CERTIFICATE
THIS IS TO CERTIFY THAT THE ABOVE DESCRIBED LAND HAS BEEN
SURVEYED, THE CORNERS ARE MARKED AS SHOWN AND ARE IN
ACCORDANCE WITH EXISTING MONUMENTS IN THE VICINITY, THIS
CERTIFICATION IS FOR AND LIMITED TO THE PARTIES SHOWN HEREON.
0
7X
O
100.00' (M)
(100.00' P)
BOUNDARY LINE
SANITARY SEWER LINE
WATER LINE
GAS LINE
U.C. TELEPHONE LINE
ELECTRIC LINE
ROADWAY LANE STRIPPING
STORM DRAIN LINE
CURB & GUTTER
SIGN POLE
UTILITY POLE & GUY
SANITARY SEWER MANHOLE
WATER VALVE
WATER METER
FIRE HYDRANT
GAS VALVE
CAS METER
ELECTRIC METER
BOLLARD
LIGHT POLE
GRATE INLET
TELEPHONE PEDESTAL
SHOWS SET 5/8" PIPE
SHOWS FOUND MONUMENT AS DESCRIBED
SHOWS MEASURED DISTANCE
SHOWS PLATTED DISTANCE
T.B.M. North bolt on fire hydrant Southeast corner
8th. & Sherman Streets.
Elevation 304.23
T.B.M. North bolt on fire hydrant Northwest corner
9th, & Sherman Streets.
Elevation 307.13
T.B.M, North bolt on fire hydrant Northwest corner
9th. & Ferry Streets.
Elevation 305.79
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GI S TER�,�
STATE OF '•,
ARKANSAS
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SURVEY OF
THOMAS BLOCK 3, JOHNSON'S ADDITION
ENGINEERING ( INT.EME CI'I'YSCHOOL OF LLr= ROCK CHURCH)
COMPANY PULASKI COUNTY, ARKANSAS
APPROVED DRAWN BY DATE SHEET NO.
3810 LOOKOUT ROAD, N. LITTLE ROCK, AR. 72118 8/05/03 1 OF 1
TEL: 501-753-4463 FAX: 501-753-6814 SCALE
t' = 20'
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