HomeMy WebLinkAbout07030006.2GENERAL NOTES
1 . All improvements shall be in accrodance with the City of Carmel standaras
latest edition and the Hamilton County Surveyor's Office (HCSO).
2. Removed pavement, sidewalk, curb and gutter, etc. shall be disposed
of at off -site locations provided by the contractor at his own
expense.
3. The Contractor shall be responsible for the installation and
maintenance of adequate signs, traffic control devices, and warning
devices to inform and protect the public during all phases of
construction.
4. Barricades and warning signs shall be provided in accordance with
Standard Specifications.
5. All existing traffic signs, street signs, etc., which interfere with
construction operations and not noted for removal or disposal shall
be removed and reset by the contractor at locations as designated
by the engineer. This shall be considered incidental to the contract
and no additional compensation shall be allowed. Damage to these
items shall be repaired by the contractor at his own expense. All
signs not required to be reset shall be delivered to the City and HCSO
as appropriate.
6. All permanent type pavements or permanent improvements which
abut the proposed improvement and must be removed, shall be
saw -cut prior to removal. All items so removed shall be
replaced with similar construction materials to their original
condition or better. Payment for sawing shall be included in the
cost for removal of each item and replacement will be paid under
the respective items in the contract, unless otherwise indicated.
7. The contractor to have a competent superintendent on the project site at all
times irrespective of the amount of work sublet. The superintendent shall be
capable of reading and understanding the plans and specifications, shall have
full authority to execute orders to expedite the project, and shall be responsible
for scheduling and have control of all work as the agent of the general
contractor. Failure to comply with this provision will result in a suspension o`
work.
8. It shall be the responsibility of the Contractor to remove from the
site any and all materials and debris which result from his
construction operation at no additional expense to the owner.
9. The contractor shall notify the City, HCSO and or Governing Agency
48 hours prior to the start of any construction. Failure to do so will
result in the stoppage of all construction and the contractor will have
to prove that the work done without notification was done according to
the approved plans.
EARTHWORK
1. Work under this section shall include but not be limited to the
following:
A. Clearing and removing from the site, all undesirable trees
and other vegetative growth within the construction area.
Tree removal shall be kept to a minimum.
B. Stripping of topsoil from all proposed structural areas.
C. Stockpiling of topsoil at locations as directed by the Owner
or Engineer. Topsoil stockpiled for future use shall be
relatively free from large roots, sticks, weeds, brush, stones
larger than one (1) inch diameter or other litter and waste
products including other extraneous materials not conductive
to plant growth. Topsoil shall be stockpiled in sequence to
eliminate any rehandling or double movements by the Contractor.
SPECIFICATIONS
SCALE: NONE
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D. Clay cut and Clay fill with compaction within building /parking and
all other structural fill areas.
E. Placement and compaction of clay to standards as required on
the construction plans to the design subgrade elevations.
The Contractor will note that the elevations shown on the
construction plans are finished grade elevations and that
pavement thickness must be subtracted to determine subgrade
elevations. The Contractor may obtain required clay fill
from on -site excavation and on -site borrow excavation as
directed by the Engineer, or Owner.
F. Backfilling and compaction behind new curbs and gutters.
G. Movement and compaction of soil material from the construction
of underground utilities.
H. Topsoil Placement to design finished grade elevations (6"
minimum or as otherwise noted).
I. If required, removal from site of all excess earth material including
excess utility trench spoil after final grading.
2. It is the Contractor's responsibility to determine all material
material quantities and appraise himself of all site conditions. The
contract price submitted by the Contractor shall be considered as
sum for the complete project. No claims for extra work will be
recognized unless ordered in writing by the Owner.
3. Proposed pavement areas and when applicable, building pads, driveways
and sidewalks shall be excavated or filled to plus or minus 0.1 foot
of design subgrade elevations by the Contractor.
4. The subgrade shall be free of unsuitable material and shall be
compacted to a minimum of ninety -five (95) percent of modified
proctor density. Testing for compaction shall be the responsibility
of the Contractor. All test results shall be submitted to the
Owner & Engineer.
5. Upon completion of the surface improvements, the excavator
shall respread a 6" layer of topsoil on all disturbed landscpae areas.
6. During construction operations, the Contractor shall insure positive
site drainage at the conclusion of each day. Site drainage may be
achieved by ditching, pumping or any other method acceptable to the
Engineer. The Contractor's failure to provide the above will preclude
any possible added compensation requested due to delays or
unsuitable materials created as a result thereof.
7. Whenever, during construction operations, any loose material is
deposited in the flow line of gutter, drainage structures, ditches,
etc. such that the natural flow line of water is obstructed, this
loose material shall be removed at the close of each working day.
At the conclusion of construction operations, all drainage structures
and flow lines shall be free from dirt and debris. This work shall
be considered incidental to the contract.
8. All disturbed areas outside the right -of -way, parkways and detention
areas shall be restored with sod.
9. Soil erosion control specifications shall be considered as part of
this section.
10. Soil erosion control measures in accordance with the requirements
of the City of Carmel, HCSO and the State of Indiana.
I
I
4 WATER VALVE IN VAULT
SCALE: NONE
-NAH R- 1077 -13, EJIW
?2HD OR APPROVED
UAL FRAME WITH "WATER"
'RINTED ON THE COVER WITH
ISED LETTERS. PICK HOLES
ALL NOT CREATE OPENINGS
THE MANHOLE COVER
FE: EXCAVATED AREA
TO BE JETTED AND
COMPACTED
STING SHALL BE SET ON
UMASTIC MATERIAL
MASTIC MATERIAL SHALL BE
'ED BETWEEN PRECAST
FORCED CONC. SECTIONS
ES:
LL LIFTING HOLES, JOINTS
/BEEN PRECAST REINFORCED
C. SECTIONS, GAPS
KEEN PIPES & STRUCTURES
LL BE TUCKPOINTED WITH
RAULIC CEMENT
ALL VAULTS SHALL HAVE
PRENE COATED OR
RGLASS STEPS
'IPE OPENINGS SHALL BE
rr�tCAST INTO WALL.
4. PRECAST CONC. BASE TO BE
CAST INTEGRAL WITH LOWEST
WALL SECTION.
2 LOCATION MAP
SCALE: NONE
WATER SERVICE
CARMEL UTILITIES
WATER DEPARTMENT
JOHN DUFFY
760 3rd AVE., SUITE 110
CARMEL, IN 46032
(317) 571 -2451
SEWER SERVICE
CLAY TOWNSHIP REGIONAL
WASTE DISTRICT
RYAN HARTMAN
10701 N. COLLEGE AVE., SUITE A
INDIANAPOLIS, IN 46280
(317) 844 -9200
TELEPHONE SERVICE
AT &T
BRAD BAILEY
5858 COLLEGE AVE., FLOOR 2
INDIANAPOLIS, IN 46220
(317) 2524266
slaw
VECTREN GAS
DAVE CATRON
600 INDUSTRIAL DRIVE
FRANKLIN, IN 46131
(317) 736 -2925
UTILITY HOTLINE: WITHIN INDIANA: 1- 800 - 382 -5544
OUTSIDE INDIANA: 1- 800 - 428 -5200
3 UTILITY INFORMATION
SCALE: NONE
N TRI n—t—
o tome
TRIANGULAR PATTERN TRUNCATED DOME DETAIL
- vncated Dome
a
—� a
I -
SQUARE PATTERN
(Parallel Alignment)
DETECTABLE WARNINGS DETAIL
o. o
D p D
ELECTRIC SERVICE
INDIANAPOLIS POWER AND LIGHT
DAVID SIMPSON
1 MONUMENT CIRCLE
INDIANAPOLIS, IN 46204
(317) 261 -8222
STORM SEWER SERVICE
CITY OF CARMEL ENGINEERING DEPARTMENT
MICHAEL McBRIDE
CARMEL CITY HALL, FIRST FLOOR
CARMEL, IN 46032
(317) 571 -2441
TYPE A
TYPE A RAMPS
37'T1
DETAILS OF RAMPS
TYPE B
Faponsion ,on,
p .� 4 Rise of depresses
curb Itt
Ramp lope 1 12 mar
Rise of ramp
See Detatls A 5 3 75G rte Gutter slope
2L mar
RAMP PROFILE DETAIL A
Side curb
(where required)
EX. HYDRANT
®
EX. BUFFALO BOX
1-
LEGEND
;4F
EX. SANITARY MH
Sidewalk
EX. SANITARY LINE
O
Rornp
ed curb
EX. CATCH BASIN
Detectable warnings
EX. STORM LINE
0
Non walking —u
DETAIL B
EX. UTILITY POLE
—799—
EX. CONTOUR
HANDICAPPED RAMP
PROPOSED HYDRANT
m
5
PROPOSED WATER LINE
O
PROPOSED SANITARY MH
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PROPOSED SANITARY LINE
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PROPOSED STORM MH
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SCALE: NONE
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PROPOSED INLET
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TYPE B RAMPS
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RAMPS AT ALLEYS OR ENTRANCES
�� 2 %rr_�ax Vanaale
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road—, curb and
foP ct sidewolk
L oc k
(2)
Ramp
Ramp `
thickness
DETAIL OF SIDE CURB
(Side curb may be ca ,trw-I.d
manolitracally �.ifh rcmp,
GENERAL NOTES
Detectable warnings shall be
installed at curb ramps, medians and
pedestrian refuge islands, at -grade
railroad crossings, transit platform
edges, and other locations where
pedestrians are required to cross a
hazardous vehicularway. Detectable
warnings shall also be installed at
alleys and commercial entrances
when permanent traffic control
devices are present. The maximum
slope of the side flare for Type B
ramps shall be 1:10; however, if the
width of the landing area between
the top of the ramp and an
obstruction is less than 1,2 m (4' -0 ")
then the maximum slope shall be
1:12. All slope ratios are expressed as
units of vertical displacement to units
of horizontal displacement (V:H). All
dimensions are in millimeters (inches)
unless otherwise shown.
Detectable warnings shall contrast
visually with the adjacent sidewalk
concrete by the use of red colored
concrete.
EXISTING SITE CONDITIONS:
FROM ALTA /ACSM LAND TITLE SURVEY AND BOUNDARY
RETRACEMENT SURVEY FOR RED ROBIN - CLAY TERRACE,
PREPARED BY THE SCHNEIDER CORPORATION, DATED
09/25/06.
BENCHMARKS:
NOT PROVIDED:
CONTRACTOR TO CONFIRM PROJECT BENCHMARK WITH
LANDLORDS SITE CONTRACTOR TO ENSURE CORRECT
DATUM.
CONTRACTOR SHALL NOTIFY
"HOLEY MOLEY" 48 PRIOR TO DIGGING
UNDERGROUND LOCATION SERVICES
800 - 382 -5544
%%
%% 5 C
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Civil engineering (es Fil;Oepared�e�fIrw der the direction of:
No. 10001 29
C7 IMPA
►0
_.3T TEtfF •
INDIANA REGISTEffD 10001221
TONAL
lots 11111 %`
JAMES C. UECKER
SIGNED: 03 10712007
CIVIL SHEET INDEX
C1.0 CIVIL TITLE SHEET
C1 .1 SITE UTILITY PLAN
C1 .2 SITE GRADING PLAN
C1 .3 STORM WATER POLLUTION
PREVENTION PLAN
CIA STORM WATER POLLUTION
PREVENTION PLAN
C 1.5 SPECIFICATIONS & DETAILS
6 MISCELLANEOUS
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PERMIT / PLANNING ISSUE
3/9/07
0
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EX. HYDRANT
®
EX. BUFFALO BOX
1-
EX. WATER LINE
O
EX. SANITARY MH
—�
EX. SANITARY LINE
O
EX. STORM MH
O
EX. CATCH BASIN
—>—
EX. STORM LINE
5766
EXISTING ELEVATION
10,
EX. UTILITY POLE
—799—
EX. CONTOUR
PROPOSED HYDRANT
m
PROPOSED VALVE VAULT
PROPOSED WATER LINE
O
PROPOSED SANITARY MH
�—
PROPOSED SANITARY LINE
O
PROPOSED STORM MH
•
PROPOSED CATCH BASIN
■
PROPOSED INLET
C
PROPOSED F.E.S.
--
PROPOSED STORM LINE
—D—
PROPOSED DOWNSPOUT LINE
— 792 —
PROPOSED CONTOUR
—
DRAINAGE DIRECTION
EMERGENCY OVERFLOW ROUTE
— —
SILT FENCE
797 00
PROPOSED PAVEMENT GRADE
V.I.F.
VERIFY IN FIELD
EXISTING SITE CONDITIONS:
FROM ALTA /ACSM LAND TITLE SURVEY AND BOUNDARY
RETRACEMENT SURVEY FOR RED ROBIN - CLAY TERRACE,
PREPARED BY THE SCHNEIDER CORPORATION, DATED
09/25/06.
BENCHMARKS:
NOT PROVIDED:
CONTRACTOR TO CONFIRM PROJECT BENCHMARK WITH
LANDLORDS SITE CONTRACTOR TO ENSURE CORRECT
DATUM.
CONTRACTOR SHALL NOTIFY
"HOLEY MOLEY" 48 PRIOR TO DIGGING
UNDERGROUND LOCATION SERVICES
800 - 382 -5544
%%
%% 5 C
'% '=
Civil engineering (es Fil;Oepared�e�fIrw der the direction of:
No. 10001 29
C7 IMPA
►0
_.3T TEtfF •
INDIANA REGISTEffD 10001221
TONAL
lots 11111 %`
JAMES C. UECKER
SIGNED: 03 10712007
CIVIL SHEET INDEX
C1.0 CIVIL TITLE SHEET
C1 .1 SITE UTILITY PLAN
C1 .2 SITE GRADING PLAN
C1 .3 STORM WATER POLLUTION
PREVENTION PLAN
CIA STORM WATER POLLUTION
PREVENTION PLAN
C 1.5 SPECIFICATIONS & DETAILS
6 MISCELLANEOUS
SCALE: NONE
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PERMIT / PLANNING ISSUE
3/9/07
0
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Drawn By
Checked By
R.J.B.
J.C.U.
Scale
Date
N.T.S.
3/9/07
Job No.
2007 -08
Sheet No.
C 1.0