HomeMy WebLinkAboutZ-8168-B Map 4B. WITI
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�--PONCRETE PAD
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UTTER BETWEEN ASPHALT
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MH -20059
j65.3' TOP RIM=354.78
INV. IN=344.75
INV. OUT=344.36
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CURB AND PAVEMENT DETAILS & NOTES
NOT TO SCALE
HANDICAP SIGN WITH
INTERNATIONAL
SYMBOL
INCRE E
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r,
N
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TYPICAL PARKING SPACE DETAIL
USE DIMENSIONS ABOVE UNLESS OTHERWISE
NOTED
VICINITY MAP
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MH -20058
TOP RIM=357.16
INV. IN=343.97
INV. OUT=343.6
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EXISTING
7 0 ; WATER VALVE
EXIST 12" MUELLER
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-
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WATER MAIN �V1H-21-----
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- - TOP RIM=354.78
_ I NV. I N=347.67 \
INV. OUT=347.�5
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6'
- See plans
4"THICK .-
NOTE: SIDEWALK CONSTRUCTION SHALL MEET
THE REQUIREMENTS OF THE CITY STANDARD
STREET SPECIFICATIONS.
APPROVED MATERIAL COMPACTED TO
90% MODIFIED PROCTOR DENSITY
Tvmcal Sidewalk Detail
OF AjJT�;O�'AR�TANSAS
HOPE
c>~ CONSULTING, E
No. 1931 E r+'� !`I 1-
S 1t * * fk/
qNo. 14048P 0 t
�' ° `
CONCRETE SIDEWALK
WITH WOVEN WIRE
FABRIC REINFORCEMENT
i
Know what's below.
Call before you dig.
30' 15, 0 30'
WATER LEGEND: TYPICAL FIRE HYDRANT:
WATER WV
N GATE VALVE
MAIN
D REDUCER
FIRE HYDRANT
H
DOUBLE WATER
SERVICE
SINGLE WATER
SERVICE
NOTE --
ALL FIRE HYDRANT LEADERS HAVE A GATE
VAL\T? BEI WBEN MAIN AND FIRE. HYDRANT.
FIRE IIYDRANT
(2 TO 61�ELT FROM
F)GF, OF PAVEMENT)
a
V
II_II ®P 117 Market Street,
Benton, Arkansas 72015
PH. (501)315-2626 0
C O N S U L T l N G FAX (501) 315-0024
ENGINEERS - SURVEYORS www-hopeconsulting.com
FOR USE AND BENEFIT OF:
REDEEMER COMMUNITY CHURCH
0
w
Site & Utility Plan
DATE: 5/1/2014 C.A.D. BY: JPP DRAWING NUMBER:
3EVISED: 09/12/2018 CHECKED BY: ^ _i O i r� Q
GU
IMF I
SHEET: SCALE: V = 30'
500 01N 13W 10 1 28 1 140 1 60 1 1762