HomeMy WebLinkAbout064-94 SP Sutton Place Sec.2 Storm Structure.1Str. Np.200 ti
TC= EP9.00
IE= 6.00
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------ r TC= 888.0
/ IE= 883.30
See Sheet 14
See Sheet 16
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TC- 887.50
JE- 884.36
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LEGEND
SECONDARY COLLECTOR STREET
Q 4" CONCRETE SIDEWALK
FULL DEPTH GRANULAR BACKFILL
-40- PROPOSED SANITARY SEWER & MH
PROPOSED 6" LATERAL
---C):- PROPOSED STORM SEWER do INLET
EXISTING SEWER
SIDEWALK CURB RAMPS
Curb romps W cwtorm wM the
Anwiew ni 11'es Act (AM)
Section 4-7, -Curb Rwnpe.
(see Ddd on Desai Shed)
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895
895
T.C. = 889.00
T.C. = 889.00 T.C. = 891.20 T.C. = 891.80 tv
T.C. = 888.82 T.C. = 890.00 Existing Grade T.C. = 889.00 �- - -- _ 890 T.C. = 888.40 T.C. = 888.50
890 _- - T.C. = 88$.82 - � -- � - T.C. = 888.00 T.C. =887.50
Full Depth
Full Depth Granular �3
Granular Backfill
Backfill Full Depth
Granular I Full Depth .�
Backfill Granular 12" From N. • 11 EII From
883 30 12" From S. • 7 , _ 21 �l RCP 0.5�% �
Q 97 _ 12„ R ( Backfill I.E. = 882.09 I.E. = 883.30 • , 885
885
on • 1 � r ( Existing 27" To S. " e 18 From E. & W. Cn `+`+
240 - 18 RCP @ 0.507 I • 0.70%
177 - 21 RCP 0.60% 2
I.E. = 886.00 • I.E. = 880.01 173 � _ 24 RCP • I.E. = 885.49
I.E. - 884.18 149' _ 132' - 27" RCP • 0.50% I.E. = 884.36
I.E. = 884.55 - 18" R ► _ 27" RCP • 0 63% = 12" FromN.• f)
Ln
r _ ►r I.E. = 882.98 � CP • 1.357o 224 I.E. 883.30 I.E.- 885.49 800
41 15 RCP -
880 a 0.88% 30' -18" RCP � i.E. =882.06 I.E. =881.43 �` I.E. = 882.09
• 1.00% 52' -18" RCP 8" PVC 02
I.E. = 882.68 • 1.20% I.E. = 880.01 879.54:
. VW
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10" PVC • F r: ;v
- 876.61S-O�L5
STATE OF
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June, 1994
q- �P� NO Fc . J DATES AND REVISIONS TITLE
=3 ; A= Storm Str's. (Exist.) 153,200-205,211-213,220,221 1;1 k nre (h n JOB NO.
Section 2 •' 90-08-2
11036 Sutton PlacePlanners, Inc.
o` STATE OF ,•/ Clay Township, Hamilton County, Indiana SCALE Horz. 1" = 50
IA.�����1 \, DESIGN BY DRAWN BY CHECKED APPROVED 234 SOUTH FRANKLIN RD., INDIANAPOLIS, INDIANA 46219 Vert. 1" = 5'
/•.,,<<NNA� �aa�` /'
ALK RGS
317/353-6161 SHEET N0.
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