HomeMy WebLinkAbout03100005 Construction Plans for National Bank of Indianapolis pg. 51
L PROPOSED BR AD|NBLEBEN[):
EXISTING LEGEND:
DESCRIPTION:
ABBREVIATIONS
NDIA
[GN
SUITE E
46241
PROPOSED SPOT
EP EDGE OF PVMT.
TC TOP OF CURB
EXISTING ASPHALT
To �m»'n»
U
PROPOSED CURB ELEVATION
'4111
PROPOSED CONTOUR
BC BOTTOM OF CURB
--18001---
--MO-
EXISTING CONTOUR
TOR TOP OF RIM
PROPOSED GRADE BREAK
INV STORM INVERT
PROPOSED FLOWLINE
FL FLOWLINE
PROPOSED STORM SEWER
ME MATCH EXISTING
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INLET
DRAINAGE MANHOLE
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DETAIL USH.
OATE: 10/02/2003
DETAIL 06/C7.1
0
PROPOSED BEEHIVE INLET
DETAIL OO/C7.1
1111
PROPOSED CURB INLET
DETAIL 1,2
PROPOSED MANHOLE
Cl
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[N
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PROPOSED INLET
DETAIL OO/C7.1
TRAFFIC POLE
CONCRETE END SECTION
DETAIL OO/C7.1
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DATE: 10/02/03
WATER LINE
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PROJECT NUMBER
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PLAN NUMBER
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SHEET OF
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L PROPOSED BR AD|NBLEBEN[):
EXISTING LEGEND:
DESCRIPTION:
ABBREVIATIONS
[mmzook
PROPOSED SPOT
EP EDGE OF PVMT.
TC TOP OF CURB
EXISTING ASPHALT
To �m»'n»
U
PROPOSED CURB ELEVATION
'4111
PROPOSED CONTOUR
BC BOTTOM OF CURB
--18001---
--MO-
EXISTING CONTOUR
TOR TOP OF RIM
PROPOSED GRADE BREAK
INV STORM INVERT
PROPOSED FLOWLINE
FL FLOWLINE
BEEHIVE INLET
PROPOSED STORM SEWER
ME MATCH EXISTING
kiit
INLET
DRAINAGE MANHOLE
DESCRIPTION:
DETAIL USH.
PROPOSED UNDERDRAIN
DETAIL 06/C7.1
0
PROPOSED BEEHIVE INLET
DETAIL OO/C7.1
1111
PROPOSED CURB INLET
DETAIL 1,2
PROPOSED MANHOLE
DETAIL 03/C7.1
-D-
PROPOSED INLET
DETAIL OO/C7.1
TRAFFIC POLE
CONCRETE END SECTION
DETAIL OO/C7.1
te/e
UNDERGROUND TELEPHONE
fence
MATCH EXISTING
TC 894.30
BC 893.80
TC 894.40
8C 893.90
TC 894.30
BC 893.80
TC 894.14
BC 893.64
TC 894.05
BC 893.55
TC 893.90
BC 893.40
TC 894.02
BC 893.52
TC 894.14'
BC 893.64
TC 894.63
BC 894.13
STRUCTURE 4
TC 894.40
BC 893.90
5'OIA.MANHOLE
NEENAH CASTING:
R-2502
TC 894.50
BC 894.00
LF OF 12° F°p
TC 893.50
BC 893.00
TC 894.05
BC 893.55
TC 893.50
BC 893.00
TC 894.50
BC 894.00
8 9 4
ME 892.751
'TC'894]01
BC 892.51
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INV 888.5
N[E�AH CASTING.
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STRUCTURE
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TOR 893.00
INV 889.00
NEENAH CASTING:
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STORM SEWER
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Survey and boundary information provided
by AMERICAN CONSULTING, INC.. Survey
dated 11/15/02.
VICINITY MAP
NOT TO SCALE
IN FEET
1 inch 20 ft.
"HOLEY MOLEY"
SEZ:
NORTH
"IT'S THE
LAW"
INDIANA UNDERGROUND PROTECTION SERVICE INC.
CALL TWO WORKING DAYS BEFORE YOU DIG
�~8�K����~�8���~x�x�^���
v ^v~^-,-,
CALL TOLL FREE
�~��Kly�-/�"���_»�"�����
n ^�v^v� -x��^�
FOR CALLS OUTSIDE OF INDIANA
GRADING NOTES
1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY
OR LOCAL RBQU|REMENT3, WHICHEVER HAS JURISDICTION.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS
FROM THE ACTUAL FIELD COND!T|ONS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY.
3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT.
VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY
COMPANIES SO AS NOT TO CAUSE DAMAGE.
4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON
SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY
SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO
INSTRUCT AND OBSERVE DURING CONSTRUCTION.
5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY
WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
O. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT
ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE
MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY
UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION.
7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREA3, AFTER
INSTALLAT|ON, CONTRACTOR TO TEST R]R, AND CORRECT, IF ANY, "BIRD
BATH" CONDITIONS.
8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL
GRADE ELEVATIONS.
9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW
FINISH GRADE ELEVATIONS INDICATED.
10. FLOW LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS.
11. STORM SEWER CASTINGS ARE TO BE NEENAH OR APPROVED EQUAL.
UTILITY 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.
BEN CH MARKS:
TBM #10
S.W. BOLT OF FIRE HYDRANT ON E. SIDE OF MICHIGAN ROAD, 150± S.
OF 100th STREET, WEST OF WALGREENS (MICHIGAN ROAD
ELEV 895.00
TBM #77
A CHISELED "X" ON TOP OF CURB ON
300'± W. OF MICHIGAN ROAD, N. SIDE
NORTHWEST PLAZA
S. SIDE NORTHWESTERN DR.,
CURB ISLAND ENTRANCE TO
ELEV 891.30
TBM #78
A CHISELED "X" ON S. SIDE CONC. LIGHT POLE BASE, S. SIDE
PEARSON FORD DEALERSHIP, N. SIDE OF 106th STREET, E. SIDE OF
ENTRANCE ORNE, 400 W. OF MICHIGAN ROAD.
ELEV 898.25
EXISTING LEGEND:
DESCRIPTION:
wv
DESCRIPTION:
m
WATER VALVE
EXISTING ASPHALT
EXISTING BRICK
'4111
FIRE HYDRANT
SIGN
v
EXISTING CONCRETE
o,
MAILBOX
41"
TEMPORARY BENCH MARK
A
SECTION CORNER
y�
BEEHIVE INLET
A
MONUMENT
kiit
INLET
S
DRAINAGE MANHOLE
0
REBAR FOUND/REBAR SET
fl
CURB INLET
q_
PK NAIL FOUND
DECIDUOUS TREE
1111
POWER POLE
CONIFEROUS TREE
F
GUY WIRE
-o^^/-
OVERHEAD ELECTRIC LINE
-D-
TELEPHONE PEDESTAL
-6
TRAFFIC POLE
--e/°c
UNDERGROUND ELECTRIC
te/e
UNDERGROUND TELEPHONE
SANITARY MANHOLE
°i'
WATER LINE
‘P
BORING
n="
GAS LINE
o
STAND PIPE
fence
MATCH EXISTING
TC 894.30
BC 893.80
TC 894.40
8C 893.90
TC 894.30
BC 893.80
TC 894.14
BC 893.64
TC 894.05
BC 893.55
TC 893.90
BC 893.40
TC 894.02
BC 893.52
TC 894.14'
BC 893.64
TC 894.63
BC 894.13
STRUCTURE 4
TC 894.40
BC 893.90
5'OIA.MANHOLE
NEENAH CASTING:
R-2502
TC 894.50
BC 894.00
LF OF 12° F°p
TC 893.50
BC 893.00
TC 894.05
BC 893.55
TC 893.50
BC 893.00
TC 894.50
BC 894.00
8 9 4
ME 892.751
'TC'894]01
BC 892.51
ohei-
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wooden
1 0 6 t hn STREET
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ME 893.011
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TC 893.57
BC 893.07
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BC 893.66
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STRUCTURE e,
INLET TYPE J
TOR 892.50
INV 888.5
N[E�AH CASTING.
/R-
s.
STRUCTURE
INLET TYPE J
TOR 893.00
INV 889.00
NEENAH CASTING:
��n��
.1.1.e.* -'1
lao
Ilk.
TC
STORM SEWER
BY OTHERS (TYP.)
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TC B94.O5U\ BC 893.55
I CONNECT TO STUB
PROVIDED BY
OTHERS
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PROJECT
LOCATION
N[]
Survey and boundary information provided
by AMERICAN CONSULTING, INC.. Survey
dated 11/15/02.
VICINITY MAP
NOT TO SCALE
IN FEET
1 inch 20 ft.
"HOLEY MOLEY"
SEZ:
NORTH
"IT'S THE
LAW"
INDIANA UNDERGROUND PROTECTION SERVICE INC.
CALL TWO WORKING DAYS BEFORE YOU DIG
�~8�K����~�8���~x�x�^���
v ^v~^-,-,
CALL TOLL FREE
�~��Kly�-/�"���_»�"�����
n ^�v^v� -x��^�
FOR CALLS OUTSIDE OF INDIANA
GRADING NOTES
1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY
OR LOCAL RBQU|REMENT3, WHICHEVER HAS JURISDICTION.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS
FROM THE ACTUAL FIELD COND!T|ONS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY.
3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT.
VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY
COMPANIES SO AS NOT TO CAUSE DAMAGE.
4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON
SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY
SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO
INSTRUCT AND OBSERVE DURING CONSTRUCTION.
5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY
WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
O. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT
ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE
MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY
UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION.
7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREA3, AFTER
INSTALLAT|ON, CONTRACTOR TO TEST R]R, AND CORRECT, IF ANY, "BIRD
BATH" CONDITIONS.
8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL
GRADE ELEVATIONS.
9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW
FINISH GRADE ELEVATIONS INDICATED.
10. FLOW LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS.
11. STORM SEWER CASTINGS ARE TO BE NEENAH OR APPROVED EQUAL.
UTILITY 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.
BEN CH MARKS:
TBM #10
S.W. BOLT OF FIRE HYDRANT ON E. SIDE OF MICHIGAN ROAD, 150± S.
OF 100th STREET, WEST OF WALGREENS (MICHIGAN ROAD
ELEV 895.00
TBM #77
A CHISELED "X" ON TOP OF CURB ON
300'± W. OF MICHIGAN ROAD, N. SIDE
NORTHWEST PLAZA
S. SIDE NORTHWESTERN DR.,
CURB ISLAND ENTRANCE TO
ELEV 891.30
TBM #78
A CHISELED "X" ON S. SIDE CONC. LIGHT POLE BASE, S. SIDE
PEARSON FORD DEALERSHIP, N. SIDE OF 106th STREET, E. SIDE OF
ENTRANCE ORNE, 400 W. OF MICHIGAN ROAD.
ELEV 898.25