HomeMy WebLinkAbout2003 C1.13 Site DetailsMrk Rey sion
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DEVELOPMENT
ARCHITECTURAL
141 East Ohio Street
Indianapolis, Indiana 46204
Phone 317.263.9655 Fax 317.263.9644
www.interdesign.com
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Drawn By JCT Checked By DBH
Date 14 MARCH 2000
Project Number 200208
72"
el, IBfT A i NORTH
iw
UNIT B
LINT C
EARN
KEY PLAN
SITE
DETAILS
C1 13
INTERDESIGN
TOTAL
I 4
DEVELOPMENT
ARCHITECTURAL
141 East Ohio Street
Indianapolis, Indiana 46204
Phone 317.263.9655 Fax 317.263.9644
www.interdesign.com
The InterDesign Group, Inc.
doing business as INTERDESIGN. All
rights reserved for original documents
and as -built documents as modified by
construction contractor's). Reproduction
or reuse must be preceded by written
permission of The InterDesign Group, Inc.
48"
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9
TANK DIA.
"A"
"B"
42"
3 -5/8
8 -13/16
48"
4 3/8
9
60"
4 -3/8
9
72"
10-7/8
3 -3/16
8
7
C
5
1 -1/2" GUIDE RAILS
GALVANIZED PIPE
BRACES REQUIRED FOR GUIDE
RAILS LONGER THAN 15' -0"
SHIMS FOR DISCHARGE
FLANGE ALIGNMENT
RECOMMENDED HOPPER
BOTTOM, BY OTHERS
4' -0" I.D.
r
Ws-
GATE VALVE EXTENSION
PROVIDED FOR DISCH. GREATER
THAN 2' FROM TOP OF BASIN.
INLET HUB
INSTALLED BY
H -O -M
OTHERS
INFLUENT HUB FOR 4" PIPING
IWO PUMPS 795.7
t i 5 -0"
THERMOPLASTIC JUNCTION BOX
TOP 801.5
i
10" STD.
S
ALARM
LEVEL 796.2
(OPTIONAL)
TURN -ON
TURN-ON
ONE PUMP 795.2
TURN-OFF
LEVEL 794.0
If BOTTOM 792.5
SEALED MERCURY OR
MECHANICAL FLOAT SWITCH
1
TP T"
UFTING CHAIN
INTERMEDIATE BRACE REQ'D
FOR EXTENSIONS LONGER
THAN 10' -O"
2" BALL CHECK VALVE
CAST IRON
2" BRASS GATE VALVE
2" DISCHARGE COUPLING
STAINLESS STEEL
HYDRAULICALLY SEALED
DISCHARGE FLANGE
SEWAGE CUTTER PUMP
2' NPT ELECTRICAL HUB
STAINLESS STEEL
CONDUIT SEAL TO BE SUPPLIED BY
CONTRACTOR TO MLEE CODES AND
PREVENT SURFACE WATER FROM
ENTERING JUNCTION BOX
3' -0"
3' -0" STD.
RECOMMENDED REDUNDANT CHECK VALVE, MAY BE REQUIRED BY LOCAL CODE, SUPPLIED BY
H -0 -M AT CONVENIENT LOCATION
OTHERS OUTSIDE PUMP
USED WITH HPGH VERTICAL DISCHARGE GRINDER
UNLESS OTHERWISE SPECIFIED-
DIMENSIONS ARE IN INCHES
DEUMAL FRACTIONAL
1 14858 -00C -M
IA
HVDROMATIC lurp
PUMPS
COMPANY CONFIDENTIAL, Nroa,npw CYANIC MEW". ,s COho1aE;.
PROPERTY Tt TM
SCUM, FO, ,.E IVGY OVOED h r .5 Y TO E E Or n'tswowa S C
p1.p6 nMWT ME PRIOR PR rte. =teal' or n�OIOM,C�v.."" CO
A 502073 2-244M NEW MAWS VMS
REV. LOC No. DATE REVISION DESCRIPTION R- DUPLEX HOG -HOR INSTALLATION
DO NOT DI FIBERGLASS SUMP w/TRERHOPLASTIC 7 -BOX
SCALE oRAYRN BY DATE CHECKED B' SHEET
2 PLACE .XX f Oro' LIP TO 12' z 1/32' DRAWING 7x1211! 2 -24-00 1 of 1
3 PLACE .xXx 2 .005 12' UP 2 I/16' PLOT SCALE PART NVMBER Z
GL Cr E DRAWING NLMB£R REV.
ANGLES 2 30' ANGLES 3 2' t° 8 D
FINISH 125 RMS
14868-000—M A
6 5
4 3
2
1
REFERENCE
ELEVATION
1
-4
is-
SCALE: 1/4" 1 _0"
1 -72
1 42
T C
x
50' -2"
E OF ANCHOR
BOLTS
E OF ANCHOR
BOLTS
1 -1/2
4
tiP
7
PEDESTRIAN BRIDGE ABUTMENT P.AN
RU-ERENCE poi
ELEVATION
SANITARY LIFT STATION
NC SCALE
0
CC
0
0-
a
0
W
2
G2-
1-
I w
11 W
4" HOOK
ANCHOR BOLT DETAIL
50'
3/4" DIA. A36
OR A307 GALV.
ANCHOR BOLTS
WITH (2) NUTS
AND
EACH (1) WASHER
#5 0 12" O.C.
EACH WAY
SCALE:
2" CLR
6 A
#5 0 12" 0.C.
5' -6"
8"
ABUTMENT SECTION
2' CLR
#e 0 12" O.C.
1/2" JOINT
#4 0 12" 0.C.
VERTICAL EACH
FACE
15 0 12" 0.C. HORIZONTAL
EACH FACE
,r 1
5
REFERENCE
ELEVATION
N
1
PLAN NOTES:
1 ei REFERENCE DENOTES ELEVATION TOP OE BRIDGE DECK AT
ELEVATION ABUTMENT. SEE SHEET C1.6 FOR TOP OF
BRIDGE DECK ELEVATION.
2. SEE SHEET C1.4 FOR LOCATION OF PREFABRICATED BRIDGE
ON SITE LAYOUT PLAN.
DESIGN NOTES:
1. FOUNDATIONS DESIGNED TO SUPPORT PREFABRICATED
STEEL BRIDGE WITH THE FOLLOWING REACTIONS:
BRIDGE REACTIONS "P" (LBS.)
DEAD LOAD 12,000
UNIFORM LOAD 12,750
VEHICLE LOAD 5.000
WIND UPLIFT 4,750
WIND ±915 3,520
SEISMIC ±677 1 2,604
THERMAL
"P" VERTICAL LOAD AT EACH BASE PLATE (4 PER BRIDE)
"H" HORIZONTAL LOAD AT EACH FOOTING (2 PER BRIDGE)
"L" LONGITUDINAL LOAD AT EACH FIXED BEARING (2 PER BRIDGE)
"L" LONGITUDINAL LOAD AT EACH BASE PLATE (4 PER BRIDGE)
2. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL
WITH AN ALLOWABLE BEARING CAPACITY OF 2500 POUNDS PER SQUARE FOOT.
"H" (LBS.) L (LBS
2,604*
4,200••
B
0
r
0
0
2.00' R
4.00'
NO SCALE
NO SCALE
10'
1101/SVD BITUM. SURFACE #1', LV
220#/SYD BITUM. SURFACE 18, LV
COMPACTED AGGREGATE BASE, TYPE "0" SIZE #53
MULTI —USE PATH
SEE PLAN FOR CONTINUATION
OF CONCRETE CURB
CONCRETE CURB TURNOUT
SLOPE TO MATCH
EXIST. SIDESLOPE
0
N
4
T
I.
SECTION A
FINISH GRADE
COMPACTED
SUBGRADE
Ssa
Construction
Additions
to
NORTHVIEW
CHRISTIAN
LIFE
5535 East 131st St.
Carmel, I\. 46033