HomeMy WebLinkAboutE-2Y
Ln
J �
CL CC
m LO
N �T
o c�
N
m co
m co
N N
O Q
n
E
3
4
J
CL
m
H-
I
0
M
L7
CD m
m U
13
14
15
17
a
m
%4
I
m
�r
(n
- - 749.75
10" BLDG
EFFLUENT
N 1550.00
10' -0"
I
745.75
\�
-I — ---------- -----
------------ — ---------- --
DRAIN
;; ,•,. ;,'•',,,'-
E 1488.00
- ------- - - - -
- - - —
r—
L -- �, -_ _, --
— —
-- �+�- --r �s r 4+� �'�i.�.� r4+-� 9� "� —_ —_ - --
"—
- - - -- — .-- - --
_ -- -- - - -- — �
..E
- - - --
-- —iii
-- -- T-r'+4 -- — — — — — — — --
+-. �. i r-- r4 .+ 7-1��+ r 4 �-.- �+��r —
- -- -- -- — — - - - --
-'-- -- -- — — — — -
I
-
-
i
l
1 '►
:
°
---------------------------------------
- - - - -- — --------------------
- --- --- -
- ---------
//
- -- --- - - - - --
- - - - -- --- - - - - -- — — — -
— — — — — — — — — — — — — — —
— — — — — — — — — — — — — - -�-. -r - -- -s+-r .-.— -------- - - - --' -- .-------
. - - - -- ------------
- - - - -- - -------------
- - -
- -- ---------------------------------- �- ---- ' ---T!-
�.
U
F OR CONT,
10" BLDG
, ♦ >�
12" BLDG -
TORRGE
SEE SH G 1
STORM DRAIN
D I
STORM DRAIN
�-+
- -- --- - - - - - - - - - - - -
- - - - - - - - - - - - - ----- - - - - -- - "- - .--------------- - - - - -- - - -- -------------
- - - - --
----- - - - - --
- -------------------
-N - 1-55-0-.00
- - - - -- - -� I
I
- - - - - - -
------------------------------
N 7
1s s.00 E4
3 "GAS
I
II
FOR CONT,
- - - - --
U E I I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
���
I
(BY OTHERS)
12 "x10" TEE W/
I
SEE SH A 4
4" OVERFLOW
.
12 "x10" RED
FOR CONT, 15" STORM (
SEE SH R 4
I
SEE SH
3
�\
T.C• ,�4 .5
SEWER II
I
I
F-
� �
!
s � -o'
2" ENGINE PUMP DAY
I
I
- -
CONC
APRON
�\ TANK SUPPLY AND
ENGINE GENERATOR
�� DAY TANK SUPPLY
42" PLANT
I
M
I
III
I
I
I
a
m
%4
I
m
�r
(n
- - 749.75
', ;- ', I I z
EFFLUENT
6" HYDR ANT z
10' -0"
I
745.75
a
m
%4
I
m
�r
(n
', ;- ', I I z
EFFLUENT
6" HYDR ANT z
I
\�
-I — ---------- -----
------------ — ---------- --
------
;; ,•,. ;,'•',,,'-
T---------------------------
- ------- - - - -
- - - —
-- ---------------------
. �-
--- - - - —(
- -�.n —.
-- - ----- --- ----------
—`.—°
r
- - - --
E 1454.08
I
I
-
-
:
°
---------------------------------------
- - - - -- — --------------------
- --- --- -
- ---------
- - - - -- — - -----------------------------
- —
- - - - -- --- - - - - -- — — — -
-- - -- -
748.75
R
- --
-
W p
t' TRANSFORM R B
FUEL
TORRGE
D I
�-+
00
rRB
Ln
N 7
1s s.00 E4
Ln
I
FOR CONT,
I.._.
U E I I
I
.
TANK
SEE SH A 4
a
m
%4
I
m
�r
(n
', ;- ', I I z
I
z
6" HYDR ANT z
I
�F-
;; ,•,. ;,'•',,,'-
(
SUPPLY
49.87 TC 749.0 I I
E 1454.08
I
I
-
-
:
°
T
z
748.75
R
II
III
W p
t' TRANSFORM R B
FUEL
TORRGE
�-+
5.0 R
N 7
1s s.00 E4
I
I
I.._.
E2
TANK
VAULT
E 1452.00
.
f-,
SEE SH
3
T.C• ,�4 .5
I
I
F-
� �
!
s � -o'
C�
I
I
M
F
FUTURE
'
II
= z
TRANSFORMER E2 MANHOLE ENGINE
I
I
►-� 0°
GENERATOR
.
f1 _
(PHASE 13
I
I
_ `n
=w
� m
I
I
a
m
%4
I
m
�r
(n
4
E2
0
1
00
�F-
I-
a
>-
a
ca
I I 3 vS X 2' -6 1/2" 1' -3" 1/2"
TC 749.0 TC 748.75 SMOOTH BARS-,
_�14 34.08 I I
- II
I ' III
II
II
7 9 � I I
1"
1" EXP JT
SEALER
4 'o
go EXP JT �-EXP CAP
FILLER LUBRICATE
I I THIS END
SIDEWALI C
749.
SECTIONAL PLAN
ELECTRICAL MANHOLE F
3/8" =1' -0" E2
STEPS
CTR'S
4
E2
BANK
f ION TO
IELO
DETERMINED (TYP)
s
a
1
aS @12" EW
S MG
RESERVOIR
SEE SH C 1
ENLARGED PLAN /""A
NOTE:
ELECTRICAL WORK NOT
SHOWN, SEE SH J 3.
SCREEN
WALL
EQUIP DIMENSIONS + 6" _
#S @ 12" FOR LIMITS OF
EW T 8 B GRANULAR FILL
v'
SEE SH E 2
p o p
Q v QQ "3 Q1
d p p p
C3 Q
`-12" GRANULAR �-
FILL
TRNSFORMER PAD DETAIL c
c f AI i cu n�6nC
SECTION 4
,
RESERVOIR
ACCESS MH-
VENT (TYP)
9 ", 3' -6" SQ 9"
#5 @12" EWE
CIMH FRAME
8 COVER
MH STEPS
@ 12" CTR'S
5@12" EW SECT ION s
PROJECT N0.
BIaClC & VlMtCll
Engineers Architects
141593.310
Kansas C'Ity, Missouri
FINISH GRADE
oQ vQ oC
�— #S @12" EW
ELECTRICAL
HANDHOLE
CHAIN LINK
FENCING
2 L_
E2
N 1512.00
E 1410.00
EESC TRMA
SERVICE
POLE
CURB E 2 MnxJ
TERMINATION
PLAN
TYPICAL CURB 8 GUTTER DETAIL
L
OVERHEAD
ELECTRIC
SERVICE
(BY OTHERS)
S' -0" R OR AS
INDICATED ON
THE PLANS
NO SCALE
3' -0"
MIN
12'-0"
24' -0"
CURB 8 GUTTER
EXPANSION JOINT DETAIL c
NO SCALE E2
GUTTER, IF REQD, @
RADIUS SECTIONS
'ROVIDE POSITIVE
NAGE PERPINDICULAR
;URB
DRIVE
12'-0"
.y LI \V VI
r CURB 8 GUTTER
SECTION 2
3/8 " =1' -0" E2
PROFILE
GRADE
2% SLOPE 2% SLOPE
G" COMPACTED 8" GRANULAR
NOTE: SUBGRADE SURFACING MATL
REVISE CROSS SECTION AS REQD TO
RAISE TOP OF SURFACING MATERIAL TO
THE EDGE OF THE CURB & GUTTER.
TYPICAL DRIVE CROSS SECTION E
1/4 " =1 '-'0"
LEGEND REVISIONS PRELIMINARY
CODE DATE BY DESCRIPTION APPR'C AS BUILT BY APPR'O
A NOT FOR CONSTRUCTION
BID
CONSTRUCTION
PHYSICAL RECORD
I AS BUILT
ACCT. NO. DATE COMPLETED
SECTION 3
_3' -0"
MIN
AS INDICATED
ON THE PLANS.
'R
i SMOOTH
i @ ALL
J TS
••�• " "" INDIANAPOLIS WATER COMPANY
ROBi,�;''%
s'= 1. WHITE RIVER NORTH WTP
10 �'`NE
O Rc�O
16655 = PUMPING STATION AND RESERVOIR
* INDIANA
-o
?J RESIDENT SITE WORK
F �'� "s°`' ��'��,� ENLARGED PLAN AND DETAILS
/o,V A DESIGNED BY DRAWN BY CHECKED BY SHEET SHEET NUMBER
DJC,JRR SJS,MTB MPS 38 OF 58 E 2
CERTIFIED BY A P P R O V E D B Y r' DRAWING NU16ER
CCG. DWG. N0: 14693 -310- 222 -0016