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S I M D (- B9
TOP OF WALL
EL. 763.33
METAL WALL PANEL
11
1' -6" 10"
TOP OF PARAPET
EL. 774.00
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TOP OF STEEL
EL. 772.33
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PORTLAND CEMENT ,I
PLASTER AND METAL-
+ LATH
C OF GIRT
EL. 769.83
�- FIREBRICK
3/4" �— PORTLAND CEMENT
6" S" PLASTER AND METAL
LATH
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6" METAL STUDS
@ 16" CTRS.
1' -2"
' -6
- - - -� -OF GIRT
EL. 763.66
PORTLAND CEMENT
PLASTER AND METAL
LATH
BOTTOM OF GIRT
_
EL. 759.00
6" METAL STUDS
@ 16" CTRS.
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BOTTOM OF GIRT
EL. 764.00
ES 17
4 "A 1' -2
2' -4" 1 1' -7"
SECTION 1 SECT6
c
F
SECT I ON 2 SECT?
3/4" = 1' -0" B3,B4
SECT8
SECTION 3
3/4" = t' -o" B3,B4
Blarzicaveatch
Engineers — Architects
Kansas City, Missouri
PROJECT NO.
14693.310
SECTION , SECT9
3/4" = 1' -0" B3,B4
LEGEND
REVISIONS
PRELIMINARY
CODE
DATE
BY
DESCRIPTION
APPR'
AS BUILT
BY
APPR'D
A
NOT FOR CONSTRUCTION
BID
CONSTRUCTION
PHYSICAL RECORD
AS BUILT
A. NO.
DATE COMPLETED
SECTION 6 SECTIO
3/4" = 1' -0" �,114
,,,, INDIANAPOLIS PATER COMPANY
WHITE RIVER NORTH WTP
NO
16655 = PUMPING STATION AND RESERVOIR
* INDIANA
HESIDLNT R PUMPING STATION
F WALL SECTIONS
�gNSP�'
'N"Plo/ONAALrrt�`,���� DESIGNED BY DRAWN BY CHECKED BY SHEET SHEET NUMBER
RRR TMB RLM l0 OF rsg B 6
RT[ [ 0 A P PL R � 0 V E 0 B Y DRAWING NUMBER
CCG, DWG. NO: :4693 -310- 231 -A004