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GENERAL NOTES:
1. BACKFLOW PREVENTION WILL BE PROVIDED IN ACCORDANCE WITH
CENTRAL ARKANSAS WATER AND ARKANSAS DEPARTMENT OF HEALTH
REQUIREMENTS.
2. THE NUMBER OF FIRE HYDRANTS AND LOCATIONS WILL BE COORDINATED
WITH FIRE DEPARTMENT.
3. THE SUBJECT PROPERTY LIES WITHIN THE FLOODPLAIN, AND IS DESIGNATED
ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOODPLAIN). AND
ZONE AE (BASE FLOOD ELEVATIONS DETERMINED), ACCORDING TO FIRM PANEL
0501810104-F, DATED OCTOBER 19, 2001.
4. BOUNDARY SURVEY WAS PERFORMED BY AMI ENGINEERING, INC., PLAT DATED 3-10-06.
5. UTILITIES SHOWN ON THIS DRAWING WERE LOCATED BY TRANSCRIBING FROM
RECORD MAPS. NO EXCAVATIONS WERE MADE TO CONFIRM SUB -SURFACE UTILITIES.
NO GUARANTEE IS EXPRESSED OR IMPLIED THAT ALL UTILITIES HAVE BEEN SHOWN,
OR THAT THOSE SHOWN ARE FULLY ACCURATE.
6. BUFFER AREAS SHALL BE LANDSCAPED IN ACCORDANCE WITH THE CITY OF LITTLE ROCK
SUBDIVISION & ZONING ORDINANCE SECTIONS 15-81 THROUGH 15-85 & CHAPTER 36,
ARTICLE IX
/30
HENDE17SON SUBDIVISION
1
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ACCORDANCE WITH THE CITY OF LITTLE
ROCK SUBDIVISION & ZONING ORDINANCE
FLOW METER VAULT
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,Z/ - CONFORMED
1„
ONE INCH
AT FULL SIZE
IF NOT ONE INCH
ISSUED AS BID SCALE ACCORDINGLY
REMARKS
PROJECT NO. 8521-47382
FILE NAME: PF-11—PS—PL
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—ociction Wltr:
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• FTN Associates, LTD •Ocala Engineering
0. Little Rock
��' Wastewater
PEAK FLOW ATTENUATION FACILITIES
PUMP STATION, FORCE MAIN &EQUALIZATION BASIN
CONTRACT II
PEAK FLOW PUMP STATION
OVERALL SITE PLAN
SHEET N0.
CB -2
DESIGNED BY: M. CROW
DRAWN BY: 8. TAIL PLACIDO
SHED CHK'D BY: M. CROW
CROSS CHK'D BY: A. BENZING
APPROVED eY G JOHNSON
DM,E JULY 2007
REV'
NO.
DATE
DRWN
CHKD
i
,Z/ - CONFORMED
1„
ONE INCH
AT FULL SIZE
IF NOT ONE INCH
ISSUED AS BID SCALE ACCORDINGLY
REMARKS
PROJECT NO. 8521-47382
FILE NAME: PF-11—PS—PL
�
D I--�,
®® ®AR 00S IAANSAS ®
@4 * + * 1
g REGISTERED g
PROFESSIONAL >�
1 EN(,INEER �
g * • r
N,, 10220 Off®
�$
®� Iv, ��®
������®®
Camp Dresser e McKee Inc.
consult6-"�
engneer, ng
-anstroction
ooerotions
—ociction Wltr:
• NRS Consu/tants . AM Engineering
• FTN Associates, LTD •Ocala Engineering
0. Little Rock
��' Wastewater
PEAK FLOW ATTENUATION FACILITIES
PUMP STATION, FORCE MAIN &EQUALIZATION BASIN
CONTRACT II
PEAK FLOW PUMP STATION
OVERALL SITE PLAN
SHEET N0.
CB -2
DESIGNED BY: M. CROW
DRAWN BY: 8. TAIL PLACIDO
SHED CHK'D BY: M. CROW
CROSS CHK'D BY: A. BENZING
APPROVED eY G JOHNSON
DM,E JULY 2007
REV'
NO.
DATE
DRWN
CHKD