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STORM SEWER PROFILE
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STORM SEWER PROFILE
SCALE: 1"=50 )
765
760 I
EIMNOI M I I�3I =
1. TEMPORARY TRAFFIC CONTROL DURING CO
CONFORM TO APPLICABLE LOCAL AND ST
2. ALL CONSTRUCTION ACTIVITY ON THIS SIT]
COMPLIANCE WITH APPLICABLE O.S.H.A. S
SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONS
ALL UTILITY LOCATIONS BEFORE CONSTRU
4. CONTRACTORS SHALL MINIMIZE DAMAGE Ti
HOLEY MOLEY S�
"DON'T
DIG
BLIND
TIT'S THE LA
CALL 2 WORKING DAYS BEFORE 1
1-800-382-5%9.
CALL TOLL FREE
PER INDIANA STATE LAW IS -6'
IT IS AGAINST THE LAW TO EX
WITHOUT NOTIFYING THE UNDO
LOCATION SERVICE TWO (2) M
DAYS BEFORE COMMENCING WC
Ilf01i-�
HSE /19 DISC IN CONCRETE ON NORTH SIDE OF PLANTANA
ROAD. WEST OF NORTH ENTRANCE WALL
ELEVATION - 822.36 (NAD 1983)
T.B.M. /100 - 5/8' REBAR W/ RED CAP STAMPED 'RANDO1
T.B.M. /101 - 5/8' REBAR W/ RED CAP STAMPED 'RANDOk
T.B.M. f1D2 - 5/8' REBAR W/ RED CAP STAMPED 'RAND01
T.B.M. f1D3 - 5/8' REBAR W/ RED CAP STAMPED "RANDO1
Revisions
1. DCC 02/07/00: REVISED PER TAC.
�
�
Q
.�
Sheet
Numb
Description
C801
9
Beddinq Detail — Reinforced Concrete Pie (RCP
C801
4
Roll Curb Inlet
C801
5
Beehive Inlet Detail
C801
6
Storm Manhole Detail
C801
8
Precast Concrete End Section
C801
13
Rip Rap Placement
PART, WTHOUT THE WTTEN CONSENT OF THE SCHNEI
740
1999, The Schneider Corpc
SCALE: 1"=50 )
765
760 I
EIMNOI M I I�3I =
1. TEMPORARY TRAFFIC CONTROL DURING CO
CONFORM TO APPLICABLE LOCAL AND ST
2. ALL CONSTRUCTION ACTIVITY ON THIS SIT]
COMPLIANCE WITH APPLICABLE O.S.H.A. S
SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONS
ALL UTILITY LOCATIONS BEFORE CONSTRU
4. CONTRACTORS SHALL MINIMIZE DAMAGE Ti
HOLEY MOLEY S�
"DON'T
DIG
BLIND
TIT'S THE LA
CALL 2 WORKING DAYS BEFORE 1
1-800-382-5%9.
CALL TOLL FREE
PER INDIANA STATE LAW IS -6'
IT IS AGAINST THE LAW TO EX
WITHOUT NOTIFYING THE UNDO
LOCATION SERVICE TWO (2) M
DAYS BEFORE COMMENCING WC
Ilf01i-�
HSE /19 DISC IN CONCRETE ON NORTH SIDE OF PLANTANA
ROAD. WEST OF NORTH ENTRANCE WALL
ELEVATION - 822.36 (NAD 1983)
T.B.M. /100 - 5/8' REBAR W/ RED CAP STAMPED 'RANDO1
T.B.M. /101 - 5/8' REBAR W/ RED CAP STAMPED 'RANDOk
T.B.M. f1D2 - 5/8' REBAR W/ RED CAP STAMPED 'RAND01
T.B.M. f1D3 - 5/8' REBAR W/ RED CAP STAMPED "RANDO1
Revisions
1. DCC 02/07/00: REVISED PER TAC.
SCALE: HORZ.: 1�'=50'
VERT.: 1"=5'
,=5
r The
Schneider
735 •
Coiporatioi
3020 North Post Road E
730 Indianapolis, Indiana S
46226-6518 L
317-898-8282 C
317-899-8010 Fax C
Formerly Schneider Engineering Corp. / Bohlen,
725
ZARING HOMES
THE LAKES AT HAZEL DELL,
CARNET, INDIANA
STORM SEWER PLAN &
OFFSITE
Date Project No. Dram
12/03/99 1442.002 DCC
Computer Files Sheet No.
J:\1442002\DWGS\SEC-3\C602.DWG
XREF: : 1442\002\DWGS\l BS
XREF: ,k \1442\002\DWGS\SEC-2\2BS
XREF: J:\1442\002\DWGS\SEC-3\38S.DWG
vorr. L \ i �n\ nno\ nwnc\ crrn A\ roc nwn
755G1STE�iF;
9800085
'•. STATE OF
750
/ONAL
so`����'
745
- i
CERTIFIED BY
THIS DRAWNG AND THE IDEAS, DESIGNS AND CONCI
HEREIN ARE THE EXCLUSIYE INTELLECTUAL PROPERTY
CORPORATION AND ARE NOT TO BE USED OR REPMO
PART, WTHOUT THE WTTEN CONSENT OF THE SCHNEI
740
1999, The Schneider Corpc
SCALE: HORZ.: 1�'=50'
VERT.: 1"=5'
,=5
r The
Schneider
735 •
Coiporatioi
3020 North Post Road E
730 Indianapolis, Indiana S
46226-6518 L
317-898-8282 C
317-899-8010 Fax C
Formerly Schneider Engineering Corp. / Bohlen,
725
ZARING HOMES
THE LAKES AT HAZEL DELL,
CARNET, INDIANA
STORM SEWER PLAN &
OFFSITE
Date Project No. Dram
12/03/99 1442.002 DCC
Computer Files Sheet No.
J:\1442002\DWGS\SEC-3\C602.DWG
XREF: : 1442\002\DWGS\l BS
XREF: ,k \1442\002\DWGS\SEC-2\2BS
XREF: J:\1442\002\DWGS\SEC-3\38S.DWG
vorr. L \ i �n\ nno\ nwnc\ crrn A\ roc nwn