HomeMy WebLinkAbout030-00 SP Sanitary SewerIOLEY MOLEY SAYS
<<
DPN, T
`SIG
18LINDn
IT'S THE LAW"
2
ALL 2 WORKING DAYS BEFORE YOU DIG
-800-382-5544
CALL TOLL FREE
:R INDIANA STATE LAW IS -69-1991.
IS AGAINST THE LAW TO EXCAVATE
THOUT NOTIFYING THE UNDERGROUND
CATION SERVICE TWO (2) WORKING
SYS BEFORE COMMENCING WORK.
3
THE LAKES AT HA�EI� DELI
EXISTING SECTIO WO',
4
5
6
7
D
10
12
0\".
13
14
15
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRU
CONFORM TO APPLICABLE LOCAL AND STATE S1
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO E
PERFORMED IN COMPLIANCE WITH APPLICABLE 0
STANDARDS FOR WORKER SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRI
BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXIS'
5. ALL WYE, LATERAL AND PROFILE STATIONS ARE
NEAREST DOWNSTREAM MANHOLE. (MH)
6. WYES AND LATERALS TO BE 6" PIPE UNLESS OT
SPECIFIED.
7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM
FOOT LATERAL EXTENSION CONNECTED TO THE
EXTEND TO THE UTILITY AND DRAINAGE EASEMEI
LOT, WHICHEVER IS GREATER, BUT IN NO CASE
END OF THE LATERALS BE CLOSER THAN FIVE
THE BUILDING LINE, UNLESS NOTED OTHERWISE.
THE LATERAL SHALL BE PLUGGED OR CAPPED, l
OTHERWISE NOTED.
8. LATERALS RUNNING TO THE OPPOSITE SIDE OF T
SHALL EXTEND TO THE UTILITY AND DRAINAGE E
OF THE LOT, BUT IN NO CASE SHOULD THE END
LATERALS BE CLOSER THAN FIVE (5) FEET TO T
LINE, UNLESS OTHERWISE NOTED.
SANITARY SEWER PIAN
SCALE.
1 —50
OFFSITE SANITARY SEWER
035
765
,C) 3 z in N 3
CD ^ ^^ .1 CV
11 00 Ln f- ^ 3 w 1 O ,n r�i r7 N
✓0 ^O 00000 q V6 vvCN 1 . 1 >__
Nom 14-
C) �N p O
- _ _ - -- - - ---- -- - ---- CV
�N NCV
V) M
-- -- - r- - Lnnr p���fJ ^Z= �^ I C9
760
cli»> �c� >:��ZZ� W Y V)fvz'z_ �6> ,< o
Cn� zZz Nom?? , --� IV V) w
�U>>> Q Q
�5N
--- -- - - -
- ---- ---- -_ ----- -- ---- - - --- _ - - ----- ---- 755
HSE /19 DISC IN CONCRETE ON NORTH SIDE OF PLANTANA ENTRANCE f
ROAD. WEST OF NORTH ENTRANCE WALL-
ELEVATION
ALLELEVATION - 822.36 (NAD 1983)
T.B.M. /100 - 5/8' REBAR W/ RED CAP STAMPED 'RANDOM' SET ELI:\
T.B.N. ±'101 - 5/8' REBAR W/ RED CAP STAMPED 'RANDOM' SET ELE�
T.B.M. /102 - 5/8' REBAR W/ RED CAP STAMPED 'RANDOM' SET ELE1
T.B.M. /103 - 5/8' REBAR W/ RED CAP STAMPED 'RANDOM' SET ELEN
Revisions
1. DCC 02/07/00: REVISED PER TAC.
...............
.�1S
--------------------
No.
----------------- ---- --- -- --- ---- 9800085
------------------- �i --------------------------------- 1 I �`. STATE OF '�
�0---------------------------------------- - - ------------ -------------_
I l �Os •INDIAN P: G���
I � 750 �'' ONAL �� \
------ - -- --- _ - -- S
-- - - - --_ -- - ..- ---- -- - - - - - -------__----------- ►noun
21' RCP EX. 18" HIGH I 1
I 1
390 O INV -746.6± PRESSURE GAS MAIN I
0.45% NV -748.0±/ I I CERTIFIED BY
8"PVC
�5 „4.
0.45% 8"PVC I I
- - 61 45_%_ � 745
- - - 4 45% - --- 8.PV� -- --- - - I I
cot
-- -- ----- --- - - - -- ---- -I-- -_ . -__ _ THIS DRAWNG AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINEI
I1 HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNOI
O.4S% I I CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE 0
$"PVC (
STONE CRADLE 287 PART, ATHOUT THE WTTEN CONSENT OF THE SCHNODER CORPORAT
I
100.45%REQUIRED 8"PVC 11 1999, The Schneider Corporation
740
CONSTRUCTION NOTE: -
3 M V)W 3 w COORDINATION WITH INDIANA GAS REQUIRED CONNECT TO EXISTING MANHOLE r7a the
ao �vr� WHILE CROSSING UNDER 18' GAS FAIN.Q-,—
CD)
EX. 48" RCP CORE DRILL REQUIRED
760aq�
ao00c760INV-737.9± LS&npi per•�^ u��`�^ l�J l.cL00 r-- - - -_ - _ - - Co
-___
. I I Z Z p --..___ -_.__
rporation
��Z tnH:ZZZ
3020 North Post Road Engineering
755 755 Indianapolis, Indiana Surveying
730 46226 6518 Landscape
- --- - -- ------ - - - - _- - - ----- _ _ ------ - - - - - - - - _ - ----- ------------- — 317-898-8282 GIS o LIS
317-899-8010 Fax Geology
750 750 Formerly Slmm�Lchneider Engineering Corp. / Bohlen, Meyer, Gib,
--- - _ -- - - -725----ZARWG HOMES
THE LAKES AT HAZEL DELL, SEC. T
O
745___ 95' 0.45x 8"Pvc 745 CARMEL, INDIANA
SANITARY SEWER PLAN & PROF
Date Project No. Drawn App
12/03/99 1 1442.002 DCC
Computer Flea Sheet No.
SEWER \_1_442 002\DWGS\SEC_--3\C401.DWGHORZ.: »=50> XREF: k\1442\002\DWGS\SEC-2\28
S.DWGSANITARY PR0EILE SCALE. ir1711 _r I, r XREF: d\1442\002 DWGS SEC -3 3BS.DWG
( �
�—
---
Sheet
Dmber
Numb
Description
Precast Reinforced Concrete Manhole
Sanitary Sewer Bedding Detail
C801
1
C801
2
C801
3
House Connection to Main Sewer
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRU
CONFORM TO APPLICABLE LOCAL AND STATE S1
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO E
PERFORMED IN COMPLIANCE WITH APPLICABLE 0
STANDARDS FOR WORKER SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRI
BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXIS'
5. ALL WYE, LATERAL AND PROFILE STATIONS ARE
NEAREST DOWNSTREAM MANHOLE. (MH)
6. WYES AND LATERALS TO BE 6" PIPE UNLESS OT
SPECIFIED.
7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM
FOOT LATERAL EXTENSION CONNECTED TO THE
EXTEND TO THE UTILITY AND DRAINAGE EASEMEI
LOT, WHICHEVER IS GREATER, BUT IN NO CASE
END OF THE LATERALS BE CLOSER THAN FIVE
THE BUILDING LINE, UNLESS NOTED OTHERWISE.
THE LATERAL SHALL BE PLUGGED OR CAPPED, l
OTHERWISE NOTED.
8. LATERALS RUNNING TO THE OPPOSITE SIDE OF T
SHALL EXTEND TO THE UTILITY AND DRAINAGE E
OF THE LOT, BUT IN NO CASE SHOULD THE END
LATERALS BE CLOSER THAN FIVE (5) FEET TO T
LINE, UNLESS OTHERWISE NOTED.
SANITARY SEWER PIAN
SCALE.
1 —50
OFFSITE SANITARY SEWER
035
765
,C) 3 z in N 3
CD ^ ^^ .1 CV
11 00 Ln f- ^ 3 w 1 O ,n r�i r7 N
✓0 ^O 00000 q V6 vvCN 1 . 1 >__
Nom 14-
C) �N p O
- _ _ - -- - - ---- -- - ---- CV
�N NCV
V) M
-- -- - r- - Lnnr p���fJ ^Z= �^ I C9
760
cli»> �c� >:��ZZ� W Y V)fvz'z_ �6> ,< o
Cn� zZz Nom?? , --� IV V) w
�U>>> Q Q
�5N
--- -- - - -
- ---- ---- -_ ----- -- ---- - - --- _ - - ----- ---- 755
HSE /19 DISC IN CONCRETE ON NORTH SIDE OF PLANTANA ENTRANCE f
ROAD. WEST OF NORTH ENTRANCE WALL-
ELEVATION
ALLELEVATION - 822.36 (NAD 1983)
T.B.M. /100 - 5/8' REBAR W/ RED CAP STAMPED 'RANDOM' SET ELI:\
T.B.N. ±'101 - 5/8' REBAR W/ RED CAP STAMPED 'RANDOM' SET ELE�
T.B.M. /102 - 5/8' REBAR W/ RED CAP STAMPED 'RANDOM' SET ELE1
T.B.M. /103 - 5/8' REBAR W/ RED CAP STAMPED 'RANDOM' SET ELEN
Revisions
1. DCC 02/07/00: REVISED PER TAC.
...............
.�1S
--------------------
No.
----------------- ---- --- -- --- ---- 9800085
------------------- �i --------------------------------- 1 I �`. STATE OF '�
�0---------------------------------------- - - ------------ -------------_
I l �Os •INDIAN P: G���
I � 750 �'' ONAL �� \
------ - -- --- _ - -- S
-- - - - --_ -- - ..- ---- -- - - - - - -------__----------- ►noun
21' RCP EX. 18" HIGH I 1
I 1
390 O INV -746.6± PRESSURE GAS MAIN I
0.45% NV -748.0±/ I I CERTIFIED BY
8"PVC
�5 „4.
0.45% 8"PVC I I
- - 61 45_%_ � 745
- - - 4 45% - --- 8.PV� -- --- - - I I
cot
-- -- ----- --- - - - -- ---- -I-- -_ . -__ _ THIS DRAWNG AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINEI
I1 HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNOI
O.4S% I I CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE 0
$"PVC (
STONE CRADLE 287 PART, ATHOUT THE WTTEN CONSENT OF THE SCHNODER CORPORAT
I
100.45%REQUIRED 8"PVC 11 1999, The Schneider Corporation
740
CONSTRUCTION NOTE: -
3 M V)W 3 w COORDINATION WITH INDIANA GAS REQUIRED CONNECT TO EXISTING MANHOLE r7a the
ao �vr� WHILE CROSSING UNDER 18' GAS FAIN.Q-,—
CD)
EX. 48" RCP CORE DRILL REQUIRED
760aq�
ao00c760INV-737.9± LS&npi per•�^ u��`�^ l�J l.cL00 r-- - - -_ - _ - - Co
-___
. I I Z Z p --..___ -_.__
rporation
��Z tnH:ZZZ
3020 North Post Road Engineering
755 755 Indianapolis, Indiana Surveying
730 46226 6518 Landscape
- --- - -- ------ - - - - _- - - ----- _ _ ------ - - - - - - - - _ - ----- ------------- — 317-898-8282 GIS o LIS
317-899-8010 Fax Geology
750 750 Formerly Slmm�Lchneider Engineering Corp. / Bohlen, Meyer, Gib,
--- - _ -- - - -725----ZARWG HOMES
THE LAKES AT HAZEL DELL, SEC. T
O
745___ 95' 0.45x 8"Pvc 745 CARMEL, INDIANA
SANITARY SEWER PLAN & PROF
Date Project No. Drawn App
12/03/99 1 1442.002 DCC
Computer Flea Sheet No.
SEWER \_1_442 002\DWGS\SEC_--3\C401.DWGHORZ.: »=50> XREF: k\1442\002\DWGS\SEC-2\28
S.DWGSANITARY PR0EILE SCALE. ir1711 _r I, r XREF: d\1442\002 DWGS SEC -3 3BS.DWG
( �