HomeMy WebLinkAboutZ-8168-B Map 6'° , CONC7E E.0
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IRB WITHOUT GUTTE
1
1
2.T
15'x24'x6"
CONCRETE PAD
W/44 EW @ 12" OC
m \
\ \ \ �--36G--
was= — \
\\ Or
--
CURB AND PAVEMENT DETAILS & NOTES
NOT TO SCALE
r HANDICAP SIGN WITH
INTERNATIONAL
SYMBOL
Imo— 9' --j— 5' —}— 9,
TYPICAL PARKING SPACE DETAIL
USE DIMENSIONS ABOVE UNLESS OTHERWISE
NOTED
VICINITY MAP
R BETWEEN ASPHALT AND LANDSCAP
-----------------
nSI_EWALI{FLUSlT9VfiH
-DUMPSJR
ENCLO
4.0'
36�g
J �-
- ��PROPOSED CHURCH
FOOTPRINT
BUILDING PAD 363.0 ELEV.
HALT. WHEEL STOPS M THESE SPACES ,
1132.0'
11.0'
�rl b 6" HYDRAI
--36g—
6W —
H
-36`t - -
E ISLANDS. /
Z
i
SEWER
� CLEANOUT
2" WATER SERVICE /
I
S 6 SDR-21 PVC
q \ 68,
E'fER 6S
6S�6S 'TIE TO
e$
EXISITNG
SEWER
I� �
MH -20059
TOP RIM=354J8
2 INV. IN=344.75
INV, OUT=344.36
c 165. �I MH -20058
49.0' _ --►� TOP RIM=357.16
20A' 9.0' i INV. IN=343.97
INV. OUT=343.6
413,
4" HDPE PIPE'
6" SDR-17 �
132.0 SIGN I CLASS 250 PVC /
Q /
I
18" HDPP PIPE
_ — L 45' RIGHT- F-WAY
Naa°aa' EXISTING
m T�T$� WATER VALVE
EXISITNG \ WV
12" MUELLER
_ WATER R-18 TURNS
12 12W 12
1 -��
_ rzR,� EXISTING
No°s7'3s°w a3.a2 M I� r2w WATER VALVE
EXISTING 12" j \ R-1 MUELLER
\� N88°2T00"W 236.50' M 2 , wv R-18 TURNS
WATER MAIN — MH-2002-1 \
-- - TOP RIM=354.78
- INV. IN=347.67
INV.OUT=347.�5 0
N
I \
N
N \
I I
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
Typical Sidewalk Detail
A R, A N A S `.
? HOPE a °; 1�t
CONSULTING, ,� ,• %�� rC��
v INC. z ,�,_/�` 4�SJ�((;;))f(��+yL7]
No. 1931 RE NG I1f'fE F t�
KAN��'`' �No.14048�QO�l
M W Mc �j
CONCRETE SIDEWALK
WITH WOVEN WIRE
FABRIC REINFORCEMENT
Know what's below.
Call befine you dig.
30, 15, 0
30'
WATER LEGEND:
TYPICAL FIRE HYDRANT:
WATER WV
GATE VALVE
MAIN
D REDUCER
G'
WFIRE HYDRANT
H
6-
DOUBLE WATER
GATE VALVE
SERVICE
—B SINGLE WATER
SERVICE
H
NOTE--
FIRE IIYDRANT
ALL FIRE HYDRANT LEADERS HAVE A GATT
(2'I'0 6 FEET FROM
VALVE BETWEEN MAIN .4ND I'IRF I IYDRANT.
EDGL OF PAVF:MLN'I)
11.11(3p E
117 S. Market Street,
Benton, Arkansas 72015
C O N S U L T I N G
PH. (501)315-2626
FAX (501) 315-0024
ENGINEERS -SURVEYORS
www.hopeconsWting.com
FOR USE ANDBENEFIT
REDEEMER COMMUNITY
CHURCH
Site & Utility
Plan
DATE: 5/1/2014
C.A.D. BY: JPP
DRAWING NUMBER:
1 ^ -01 n p
1 `t GO
REVISED:
09/12/2018
CHECKED BY:
SHEET:
SCALE: 1" = 30'
500
01 N
13W
10
1 28
1
140
60
1762