HomeMy WebLinkAbout03090026 C5.0 Utility Planinv
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CONNECT TO EXISTING 1
WATER LINE. COORDINATE
WITH WATER COMPANY.
SANITARY CLEANOUT
SANITARY LATERAL
SANITARY MH #1
TOR= 894.00
INV= 886.00
a
1
1
SANITARY MH #2
-TOR= 894.00 1
INV(in)= 885.18 1 1
INV(out) 885.08
NEW F.H. 6" GATE VALVE
SANITARY MH #3
TOR= 893.00 1
INV(in)= 884.26 1
INV(out)=884.16 i e
0
C4
rr� U
NEW B.O.
DROP MH
TOR 893.00
INV(in) 883.55
INV(out)= 880.00
r. ;_r.,tory mh
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ANITARY MH #5
s. 873.23
INV(out)=873.50 87119
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UTILITY NOTES
Survey and boundary information provided
by AMERICAN CONSULTING, INC.. Survey
dated 11/15/02.
1. THE UTIUTIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY
NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES
PRESENT ON AND AROUND THE SITE. THE LOCATION AND SIZE OF
THESE UTILITIES MAY BE APPROXIMATE. THE ENGINEER SHALL NOT
BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED,
IMPLIED, OR NOT INDICATED ON THESE PLANS.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND MAINTAIN
IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION
UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING, WHICH
CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION
OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR, AT
HIS EXPENSE WITH THE PERMISSION OF THE OWNER.
3. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE
UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR.
4. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND
STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINIW OF
EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING PIPING
SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER
IF THE EXISTING PIPING IS FOUND TO BE DIFFERENT THAN THAT
SHOWN ON THE DRAWINGS.
5. FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE
OR EXACTLY LOCATED.
6. NEW 6" WATER LINES SHALL BE DUCTILE IRON CONFORMING TO AWWA C151,
CLASS 55. NEW 2" WATER LINES SHALL BE SEAMLESS COPPER WATER
TUBING THAT SATISFIES THE REQUIREMENTS OF ASTM 1888.
7. ALL NEW WATER LINES SHALL HAVE A MINIMUM OF 54 INCHES OF COVER.
8. MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED
BETWEEN NEW WATER AND SANITARY SEWER LINES. IF 18 INCHES OF
CLEARANCE IS NOT PROVIDED THEN THE SEWER MUST BE CONSTRUCTED
OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR
PVC (SOR-26) PIPE WITH GASKETTED, COMPRESSION-TYPE JOINTS WITHIN
TEN FEET OF THE WATER LINE.
9. NEW 6" SANITARY LATERALS SHALL BE SDR-35, SCHEDULE 80 OR SCHEDULE
40 PVC PIPE CONFORMING TO ASTM 02241, AND SHALL MEET THE DEFLECTION
STANDARDS OF ASTM D-3303.
Ic 89I
"HOLEY MOLEY"
SEZ:
"DON'T
DIG
BLIND"
"IT'S THE
LAW"
INDIANA UNDERGROUND PROTECTION SERVICE INC.
CALL TWO WORKING DAYS BEFORE YOU DIG
1 2 Tr? F R 4 4
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
1JTILITY STATEMENT:
The underground utilities shown have been located from field survey
information and existing drawings. The surveyor makes no guarantees
that the underground utilities comprise all such utilities in the area,
either in-service or abandoned. The surveyor further does not
warrant that the underground utilities shown are in the exact location
indicated although the surveyor does certify that they are located as
accurately as possible from information available. The surveyor has
not physically located the underground utilities.
VICINITY MAP
NOT TO SCALE
NORTH
60 0 30 60
IN FEET
1 inch 60 ft.
PROPOSED UTILITY LEGEND:
DESCRIPTION:
0
-E-
FP-
-TIE-
PROPOSED SANITARY MANHOLE
PROPOSED CLEAN OUT
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK
PROPOSED ELECTRIC LINE
PROPOSED TELEPHONE LINE
PROPOSED WATER LINE
PROPOSED GAS LINE
PROPOSED ARE PROTECTION UNE
PROPOSED TELEPHONE ELECTRIC LINE
DETAIL 01/C7.1
DETAIL 02/C7.1
DETAIL 03/C7.1
DETAIL 04/C7.1
DETAIL 05/C7.1
BEN CH MARKS:
TBM #10
S.W. BOLT OF FIRE HYDRANT ON E. SIDE OF MICHIGAN ROAD, 150'± S.
OF 106th STREET, WEST OF WALGREENS (MICHIGAN ROAD PROJECT)
ELEV 895.60
TBM #77
A CHISELED "X" ON TOP OF CURB ON
300'± W. OF MICHIGAN ROAD, N. SIDE
NORTHWEST PLAZA
TBM #78
A CHISELED "X" ON S. SIDE CONC. LIGHT POLE
PEARSON FORD DEALERSHIP, N. SIDE OF 106th
ENTRANCE DRIVE, 400'± W. OF MICHIGAN ROAD.
S. SIDE NORTHWESTERN DR.,
CURB ISLAND ENTRANCE TO
ELEV 891.30
BASE, S. SIDE
STREET, E. SIDE OF
EXISTINC LEGEND:
SUITE E PHONE:
46241 FAX: 3
DESCRIPTION:
r
DESCRIPTION:
EXISTING ASPHALT
Vii
<J
WATER VALVE
1 fJ�;,,1
n 7 r� y)
IERIDIAN
NAPOLIS.
FIRE HYDRANT
.v v
EXISTING CONCRETE
T
SIGN
;gm
TEMPORARY BENCH MARK
En
MAILBOX
0111 1 1 1.14
%S %�p �tD R y ��i .Q..,„&etiz,,i,%.04.‘14‘..
N2
T PE880303
STATE OF
�'!N P••
'i O '.DIAN.
'I $41,.
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/ONAL ;NG +o
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DATE: 09/19/2003
0,
BEEHIVE INLET
A
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illllll
INLET
gt
REBAR FOUND /REBAR SET
FON CEN
EET MICI-
DRAINAGE MANHOLE
FY
9
PK NAIL FOUND
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CURB INLET
i
POWER POLE
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DWN BY: K R C
CHKD. BY: R R H
SCALE: 1 I' 60'
,DATE: 09/19/03
PROJECT NUMBER
03 -188
DESIGN PHASE
DEVELOPMENT
PLAN NUMBER
C5.0
SHEET OF
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Now dn. ,N. a a ...�.r_r_
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CONNECT TO EXISTING 1
WATER LINE. COORDINATE
WITH WATER COMPANY.
SANITARY CLEANOUT
SANITARY LATERAL
SANITARY MH #1
TOR= 894.00
INV= 886.00
a
1
1
SANITARY MH #2
-TOR= 894.00 1
INV(in)= 885.18 1 1
INV(out) 885.08
NEW F.H. 6" GATE VALVE
SANITARY MH #3
TOR= 893.00 1
INV(in)= 884.26 1
INV(out)=884.16 i e
0
C4
rr� U
NEW B.O.
DROP MH
TOR 893.00
INV(in) 883.55
INV(out)= 880.00
r. ;_r.,tory mh
33�
876.32
nY 8 e
v 858.53
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SANITARY MH #4
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ANITARY MH #5
s. 873.23
INV(out)=873.50 87119
'y
c lx
ex sar.iror rot.
le 890 ,7
UTILITY NOTES
Survey and boundary information provided
by AMERICAN CONSULTING, INC.. Survey
dated 11/15/02.
1. THE UTIUTIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY
NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES
PRESENT ON AND AROUND THE SITE. THE LOCATION AND SIZE OF
THESE UTILITIES MAY BE APPROXIMATE. THE ENGINEER SHALL NOT
BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED,
IMPLIED, OR NOT INDICATED ON THESE PLANS.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND MAINTAIN
IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION
UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING, WHICH
CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION
OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR, AT
HIS EXPENSE WITH THE PERMISSION OF THE OWNER.
3. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE
UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR.
4. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND
STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINIW OF
EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING PIPING
SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER
IF THE EXISTING PIPING IS FOUND TO BE DIFFERENT THAN THAT
SHOWN ON THE DRAWINGS.
5. FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE
OR EXACTLY LOCATED.
6. NEW 6" WATER LINES SHALL BE DUCTILE IRON CONFORMING TO AWWA C151,
CLASS 55. NEW 2" WATER LINES SHALL BE SEAMLESS COPPER WATER
TUBING THAT SATISFIES THE REQUIREMENTS OF ASTM 1888.
7. ALL NEW WATER LINES SHALL HAVE A MINIMUM OF 54 INCHES OF COVER.
8. MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED
BETWEEN NEW WATER AND SANITARY SEWER LINES. IF 18 INCHES OF
CLEARANCE IS NOT PROVIDED THEN THE SEWER MUST BE CONSTRUCTED
OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR
PVC (SOR-26) PIPE WITH GASKETTED, COMPRESSION-TYPE JOINTS WITHIN
TEN FEET OF THE WATER LINE.
9. NEW 6" SANITARY LATERALS SHALL BE SDR-35, SCHEDULE 80 OR SCHEDULE
40 PVC PIPE CONFORMING TO ASTM 02241, AND SHALL MEET THE DEFLECTION
STANDARDS OF ASTM D-3303.
Ic 89I
"HOLEY MOLEY"
SEZ:
"DON'T
DIG
BLIND"
"IT'S THE
LAW"
INDIANA UNDERGROUND PROTECTION SERVICE INC.
CALL TWO WORKING DAYS BEFORE YOU DIG
1 2 Tr? F R 4 4
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
1JTILITY STATEMENT:
The underground utilities shown have been located from field survey
information and existing drawings. The surveyor makes no guarantees
that the underground utilities comprise all such utilities in the area,
either in-service or abandoned. The surveyor further does not
warrant that the underground utilities shown are in the exact location
indicated although the surveyor does certify that they are located as
accurately as possible from information available. The surveyor has
not physically located the underground utilities.
VICINITY MAP
NOT TO SCALE
NORTH
60 0 30 60
IN FEET
1 inch 60 ft.
PROPOSED UTILITY LEGEND:
DESCRIPTION:
0
-E-
FP-
-TIE-
PROPOSED SANITARY MANHOLE
PROPOSED CLEAN OUT
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK
PROPOSED ELECTRIC LINE
PROPOSED TELEPHONE LINE
PROPOSED WATER LINE
PROPOSED GAS LINE
PROPOSED ARE PROTECTION UNE
PROPOSED TELEPHONE ELECTRIC LINE
DETAIL 01/C7.1
DETAIL 02/C7.1
DETAIL 03/C7.1
DETAIL 04/C7.1
DETAIL 05/C7.1
BEN CH MARKS:
TBM #10
S.W. BOLT OF FIRE HYDRANT ON E. SIDE OF MICHIGAN ROAD, 150'± S.
OF 106th STREET, WEST OF WALGREENS (MICHIGAN ROAD PROJECT)
ELEV 895.60
TBM #77
A CHISELED "X" ON TOP OF CURB ON
300'± W. OF MICHIGAN ROAD, N. SIDE
NORTHWEST PLAZA
TBM #78
A CHISELED "X" ON S. SIDE CONC. LIGHT POLE
PEARSON FORD DEALERSHIP, N. SIDE OF 106th
ENTRANCE DRIVE, 400'± W. OF MICHIGAN ROAD.
S. SIDE NORTHWESTERN DR.,
CURB ISLAND ENTRANCE TO
ELEV 891.30
BASE, S. SIDE
STREET, E. SIDE OF
EXISTINC LEGEND:
1
DESCRIPTION:
r
DESCRIPTION:
EXISTING ASPHALT
Vii
<J
WATER VALVE
1 fJ�;,,1
n 7 r� y)
EXISTING BRICK
FIRE HYDRANT
.v v
EXISTING CONCRETE
T
SIGN
TEMPORARY BENCH MARK
En
MAILBOX
A
SECTION CORNER
0,
BEEHIVE INLET
A
MONUMENT
illllll
INLET
gt
REBAR FOUND /REBAR SET
DRAINAGE MANHOLE
9
PK NAIL FOUND
1,t1
CURB INLET
i
POWER POLE
''f':'
v,�,,-t
DECIDUOUS TREE
H-
GUY WIRE
CONIFEROUS TREE
{j
TELEPHONE PEDESTAL
oliel
OVERHEAD ELECTRIC LINE
-(10
TRAFFIC POLE
-�.fec-
UNDERGROUND ELECTRIC
SANITARY MANHOLE
tele_
UNDERGROUND TELEPHONE
vi lk
BORING
WATER LINE
o
STAND PIPE
GAS LINE
n/
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;A,n 883.16 it
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I A. +0M11- r +.1.1141.... Y.7 i �u/10�• 7� .r _w u.��. w 1�1�� .I. "�395� y
+383- 1 8_ r�t,i'o'nt.nn ;ti41
1
P,i
-8857 -4-
r
`Ir
v
el. sonnory mh
s'Ar cs
II v n.w. 877 89
ern e. 577.
8,2.88 ...h"
c''' '3954
v 89315
r
i
i
s_-
1
1r}
Now dn. ,N. a a ...�.r_r_
1
CONNECT TO EXISTING 1
WATER LINE. COORDINATE
WITH WATER COMPANY.
SANITARY CLEANOUT
SANITARY LATERAL
SANITARY MH #1
TOR= 894.00
INV= 886.00
a
1
1
SANITARY MH #2
-TOR= 894.00 1
INV(in)= 885.18 1 1
INV(out) 885.08
NEW F.H. 6" GATE VALVE
SANITARY MH #3
TOR= 893.00 1
INV(in)= 884.26 1
INV(out)=884.16 i e
0
C4
rr� U
NEW B.O.
DROP MH
TOR 893.00
INV(in) 883.55
INV(out)= 880.00
r. ;_r.,tory mh
33�
876.32
nY 8 e
v 858.53
"L
J
SANITARY MH #4
X82 0-- J
U-
0
1
r
I 1
e rich
1
Q' /I 1` 1 /L
I I 1 I
e sanitary mh
2 .-8
ro
rrlh
ANITARY MH #5
s. 873.23
INV(out)=873.50 87119
'y
c lx
ex sar.iror rot.
le 890 ,7
UTILITY NOTES
Survey and boundary information provided
by AMERICAN CONSULTING, INC.. Survey
dated 11/15/02.
1. THE UTIUTIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY
NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES
PRESENT ON AND AROUND THE SITE. THE LOCATION AND SIZE OF
THESE UTILITIES MAY BE APPROXIMATE. THE ENGINEER SHALL NOT
BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED,
IMPLIED, OR NOT INDICATED ON THESE PLANS.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND MAINTAIN
IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION
UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING, WHICH
CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION
OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR, AT
HIS EXPENSE WITH THE PERMISSION OF THE OWNER.
3. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE
UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR.
4. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND
STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINIW OF
EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING PIPING
SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER
IF THE EXISTING PIPING IS FOUND TO BE DIFFERENT THAN THAT
SHOWN ON THE DRAWINGS.
5. FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE
OR EXACTLY LOCATED.
6. NEW 6" WATER LINES SHALL BE DUCTILE IRON CONFORMING TO AWWA C151,
CLASS 55. NEW 2" WATER LINES SHALL BE SEAMLESS COPPER WATER
TUBING THAT SATISFIES THE REQUIREMENTS OF ASTM 1888.
7. ALL NEW WATER LINES SHALL HAVE A MINIMUM OF 54 INCHES OF COVER.
8. MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED
BETWEEN NEW WATER AND SANITARY SEWER LINES. IF 18 INCHES OF
CLEARANCE IS NOT PROVIDED THEN THE SEWER MUST BE CONSTRUCTED
OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR
PVC (SOR-26) PIPE WITH GASKETTED, COMPRESSION-TYPE JOINTS WITHIN
TEN FEET OF THE WATER LINE.
9. NEW 6" SANITARY LATERALS SHALL BE SDR-35, SCHEDULE 80 OR SCHEDULE
40 PVC PIPE CONFORMING TO ASTM 02241, AND SHALL MEET THE DEFLECTION
STANDARDS OF ASTM D-3303.
Ic 89I
"HOLEY MOLEY"
SEZ:
"DON'T
DIG
BLIND"
"IT'S THE
LAW"
INDIANA UNDERGROUND PROTECTION SERVICE INC.
CALL TWO WORKING DAYS BEFORE YOU DIG
1 2 Tr? F R 4 4
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
1JTILITY STATEMENT:
The underground utilities shown have been located from field survey
information and existing drawings. The surveyor makes no guarantees
that the underground utilities comprise all such utilities in the area,
either in-service or abandoned. The surveyor further does not
warrant that the underground utilities shown are in the exact location
indicated although the surveyor does certify that they are located as
accurately as possible from information available. The surveyor has
not physically located the underground utilities.
VICINITY MAP
NOT TO SCALE
NORTH
60 0 30 60
IN FEET
1 inch 60 ft.
PROPOSED UTILITY LEGEND:
DESCRIPTION:
0
-E-
FP-
-TIE-
PROPOSED SANITARY MANHOLE
PROPOSED CLEAN OUT
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK
PROPOSED ELECTRIC LINE
PROPOSED TELEPHONE LINE
PROPOSED WATER LINE
PROPOSED GAS LINE
PROPOSED ARE PROTECTION UNE
PROPOSED TELEPHONE ELECTRIC LINE
DETAIL 01/C7.1
DETAIL 02/C7.1
DETAIL 03/C7.1
DETAIL 04/C7.1
DETAIL 05/C7.1
BEN CH MARKS:
TBM #10
S.W. BOLT OF FIRE HYDRANT ON E. SIDE OF MICHIGAN ROAD, 150'± S.
OF 106th STREET, WEST OF WALGREENS (MICHIGAN ROAD PROJECT)
ELEV 895.60
TBM #77
A CHISELED "X" ON TOP OF CURB ON
300'± W. OF MICHIGAN ROAD, N. SIDE
NORTHWEST PLAZA
TBM #78
A CHISELED "X" ON S. SIDE CONC. LIGHT POLE
PEARSON FORD DEALERSHIP, N. SIDE OF 106th
ENTRANCE DRIVE, 400'± W. OF MICHIGAN ROAD.
S. SIDE NORTHWESTERN DR.,
CURB ISLAND ENTRANCE TO
ELEV 891.30
BASE, S. SIDE
STREET, E. SIDE OF