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TOP OF W LL EL.7SG.00 SECTION 4
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IN
SECTION 1 SECT 11
3/4" = 1' -0" BM.
SECTION 2 SECT12
3/4 "83= 1' -0" B3,B4
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B
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0
A
SECTION 3 4 SECT13
3/4" = 1' -0" B2,B3
92K 1' -8" „
4 3/16” 11 S/8 3/16"
SECT I ON 5 SECT 14
3/4" = 1' -0"
PROJECT NO.
BIaCk � V�3CC11
Engineers Architects
14693.310
Kansas City, Missouri
LEGEND
tL
'YOND
EYOND
IE
1TION FLOOR
00
TRADE
.00
1 ' —6'/
V'
V
F
13
METAL COPING
PREFABRICATED METAL CURB CONT 2X4 TREATED
W/ CONT 2x4 TREATED WD NAILER WO NAILERS FASTEN
WELD TO METAL DECK TO FIREBRICK W/
I /2 "xB" ANCHOR
TOP OF PARAPET BOLTS @ 3'-0" CTRS.
EL. 774.00
PREFORMED CANT
B.U.R. AND FLASHING
PILES
TOP LAYER
INSULATION w v
I
."I
V
N
ADJUSTABLE
TOP OF STEEL ih WIRE ANCHORS
EL. 772.43
BOTTOM LAYER INSULATION
FIREBRICK
METAL DECK
RIGID INSULATION —
BOND BEAM
W 12- #4 CONT
DETAIL'
ETA I L A DETL
1 112" = t' —o" BS,B6,B7
^ "^ @ 4' -0" CTRS FULL
MORTAR FILLED CORES
STONE FACING TYPE
.n rut nr rw.rnnn r►n
ADJUSTABLE WALL
REINFORCING
8" CONC BLOCK —
J O I NT
REINF @ 16" CTRS
STONE FACING TYPE
.n r..T nr rw.rnnnrwn
@ 4' -0" CTRS FULL
MORTAR FILLED CORESij
I
.� _R FIREBRICK
'TAR FILLED CORES -0" CTRS FULL
FIREBRICK
2 7/8"
1/2"
METAL
COPING
CONT 6"
r \ STEEL STUD
In
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METAL WALL
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6" STEEL STUD
@ 16" CTRS
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FRAMING
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CLOSURE
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PREFABRICATED METAL CURB
W/ CONT 2X4 TREATED WD NAILER
WELD TO METAL DECK
TOP OF PARAPET
EL.-774.00
PERFORMED CANT
B.U.R. AND FLASHING
PILES
TOP LAYER N : T
INSULATION LL,
H q.
V t
I
7 S/811 � — 8"
DETAIL B DETK
1 112" = 1' -0" B6
__EL. TOP OF STEELi )A
772.43
BOTTOM LAYER INSULATION
METAL DECK
2
B1S
11
10"
10' CONT 2x6 TREADED
BOLT TO FRAMING W/
112" BOLTS @ 24" CRTS
TOP OF PARAPET
/ EL. 774.00
r-
_ I �
6" STEEL STUD
+ @ 16" CTRS
60,
IS
I �
FIREBRICK
\� B1S — BEYOND
_ .,
STONE @ 16" CTRS — 3/4
6 1/4" ' 6" I' S••
TYP WALL REINFORCING/" D DETAIL c DETM
/ +
_
REVISIONS
PRELIMINARY
�,,•���� "�����•,,
�S TE O =
1� �G NO. RF
Q h5 °
166 =
I N D I A N A P O L I S WATER C O M PAN Y
TOP OF STEEL
DATE
BY
DESCRIPTION
APPR'O
AS BUILT
EL. 772.43
APPR'D
WHITE RIVER N 0 R T H W T P
A
- 6" STEEL STUD
I
r
j
PUMPING STATION AND RESERVOIR
I
@ 16" CTRS
3/4" PORTLAND
AV, CEMENT PLASTER
i
II
-�
ON METAL LATH r
L2x2x0' -6" @ 16"
CRS. WELD TO
+
I i
BEAM,TYP
=* INDIANA *11
—
3/4" PORTLAND
CEMENT PLASTER
r
BID
ON METAL LATH
PUMPING STATION
WALL SECTIONS AND DETAILS
I �
FIREBRICK
\� B1S — BEYOND
_ .,
STONE @ 16" CTRS — 3/4
6 1/4" ' 6" I' S••
TYP WALL REINFORCING/" D DETAIL c DETM
i" = 1' -0" BS,B6,BTI 1 112" = 1'-0" Q��)
DETY
REVISIONS
PRELIMINARY
�,,•���� "�����•,,
�S TE O =
1� �G NO. RF
Q h5 °
166 =
I N D I A N A P O L I S WATER C O M PAN Y
CODE
DATE
BY
DESCRIPTION
APPR'O
AS BUILT
BY
APPR'D
WHITE RIVER N 0 R T H W T P
A
NOT FOR CONSTRUCTION
PUMPING STATION AND RESERVOIR
=* INDIANA *11
—
BID
RESIDENT
t AP� �'�`=
PUMPING STATION
WALL SECTIONS AND DETAILS
D
CONSTRICTION
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RTIF[ BY
DESIGNED BY
RRR
DRAWN BY
TMB,RGM
CHECKED BY
RL M
SHEET
1 1 OF 58
SHEET NUMBER
B %
PHYSICAL RECORD
I
AS BUILT
A P P R O V E p D B Y
_ (' '! .F
DRAWING NUMBER
ACCT. N0. DATE COMPLETED
CCG . DWG . N0 : 14693 -310- -231 -F,007