HomeMy WebLinkAbout2Land Description
Land being part of the Northeast Quarter of Section 22, Township 18 North, Range 3 East,
Hamilton County, Indiana, more particularly described as ti
11
31
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51
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SITEWORK GENERAL NOTES AND SPECIFICATIONS
1. GENERAL CONDITIONS
A. Tt.e Contractor shall be responsible for obtaining or verifying that all permits and
approvals are obtained from the respective city, county and state agencies prior to
starting construction.
B. t shall be the Contractor's responsibility to determine the exact location of all
existing utilities in the vicinity of the construction area prior to starting construction.
C. The Contractor shall be responsibilc for notification and coordination of al:
construction with the respective utility companies.
D. It shall be the responsibility of the Developer and Contractor to maintain quality
control throughout the project; failure to do so may result in removal and
replacement of defective work. It is recommended that the Developer have a
qualified i.^.sy)ector on the job site at all times during construction.
E. 't is essential that the work performed in conjunction with this project be installed
according to these specifications. The Engineer will be required to certify that certain
portions of this project were completed as per the construction plans. Therefore it is
necessaary to obtain approval and acceptance by the local, county, and state agencies
that the construction was completed in compliance with these plans and
specifications.
F. The designation A.S.T.M. shall refer to the American Society of Testing and
Materials standards. The latest revision of listed A.S.T.M. standards shall prevail.
G. 7 -he designation I.N.D.O.T. shall refer to the Indiana Department of Transportation
Standard Specifications dated 1988 and all subsequent revisions.
11. CLEARING AND GRUBBING
A. Clearing and grubbing shall consist of cutting, removal and satisfactory disposal of all
Ism, down timber, brush, projecting roots, stumps, rubbish, boulders, broken
concrete, fencing (as designated), and other material on the project site and within
the boundary as shown on the Construction Documents and/or as designated by
"construction limits".
B. Special care shall be taken to insure that trees to be left remaining in the project arca
shall not receive limb, bark or root injuries. When such injuries occur, all rough
edges of scarred areas shall be removed in accordance with accepted horticultural
practice and the scars coated thoroughly with an asphaltum base tree paint.
C. A1! "unsuitable material" from clearing operations stated in Item II -A shall be
removed to disposal area(s) off the project site; unless a Bury Pit is utilized. Bury Pits
shall not be located below proposed building or pavement areas nor below proposed
drainage structures or impoundment areas. Written permission of project owner
must be. obtained for bury pit construction on site.
D. Materials shall not be disposed of by burning unless approved by the local Fire
Marshall.
Ill. TREE REMOVAL AND PROTECTION
A. Trees shall be removed from the project site ohly in areas occupied by roadway and
sur.-ced areas in accordance with specifications of the City of Carmel.
B. Trees shall be removed from the project site as directed by the Developer and so
designated.
C. Trees shall be removed from the project site where they interfere with the placement
of storm or sanitary sewers.
D. The Contractor shall endeavor to save and protect trees of value and worth which do
not impair construction of improvements as designated. In the event cut or fill
exceeds 0.5 foot over the root area, the Developer shall be consulted with respect to
protective measv. es to be taken, if any, to preserve such trees.
E. The Contractor shall be responsible for determining the method of protection of tops,
trunks and ;opts of existing trees on the project site which are to remain.. Existing
tress exposed to potential damage shall be boxed, fenced or otherwise protected
before any adjacent work is started. Earth, construction material, and equipment
shall not be stockpiled or stored within the spread of branches. Branches which need
to be removed or are broken shall be neatly trimmed and scars shall be covered with
tree paint.
F. See note II -B.
IV. S-: RIPPING OF TOPSOIL
A. The Contractor shall verify that all topsoil has been removed in the areas to be
oc--upied by road, walks and designated building areas. Topsoil shall be removed to a
depth of 6 inches or deeper, if necessary, to assL:s ' i removal of vegetation matter
where required.
B. Topsoil shall be kept separated from suitable fill materials and shall not be used as fill
under pavement and/or building areas.
C. Topsoil shall be stored at a location where it does not interfere with construction
operations. Excess topsoil shall be removed from the site. Topsoil storage areas shall
be approved in writing by the Owner.
D. Topsoil soil shall be reasonably free from subsoil debris and stones.
V. GRADING
A. T4-lz Contractor shall perform all grading operations to bring subgrades, after final
compaction, to the grades required for site improvement.
B. Subgrade shall be proofrolled with appropriate equipment and all spongy and
otherwise unsuitable material shall be removed and replaced with suitable material.
C. Subgrade for streets shall be prepared in compliance with Hamilton County.
Subgrade for streets shall be compacted to 100% of standard proctor in the upper 6"
of depth. Depths of embankment below the upper 6" shall be compacted to 95% of
standard proctor. See Pavement Construction Section XI.
D. All fill material shall be formed from soil free of deleterious material. Prior to
placement of fill, a sample of the proposed fill material should be submitted to the
soils engineer for his approval. The fill material should be placed in layers not to
exceed eight (8") inches in loose thickness and should be spread and dried to a
moisture content which will permit proper compaction.
E. All fill material in areas outside of building and pavement areas shall be compacted
lightly and protected from erosion. A.'eas of building construction shall not have
unsuitable material placed in that location, and fill shall be compacted in accordance
with the Soils Engineer's report (minimum of 95% standard proctor).
VI. SANITARY SEWER CONSTRUCTION
1. Standard specifications of the Clay Waste District and Indiana
Department of Highways shall apply for all work and materials.
Pipe shall be installed in accordance with Section 715.
2. Sanitary sewer pipe shall be PVC in accordance with ASTM D-
3034 (S.D.R. 35) and ASTM 2321. PVC pipe shall have grooved
bell and gasket. The pipe shall be made of PVC plastic having
a cell classification of 12454B.
3. PVC sewer fittings shall conform to the requirements of ASTM
D-3034-89 specification. Fittings in sizes through 8" shall
be molded in one piece with elastomeric joints and minimum
socket depths as specified in sections 6.2 and 7.3.2.
Fittings 10" and larger shall be molded or fabricated in
accordance with section 7.11 with manufacturers standard pipe
bells and gaskets. Wall thickness of fittings shall be SDR
26 as defined in section 7.4.1 of the specifications. Gaskets
for elastomeric joints shall be molded with a minimum cross-
sectional area of 0.20 square inches and conform to ASTM F-
477 specification. Fittings shall be manufactured by Harco
or equal.
4. All sanitary manholes shall be "precast concrete" manholes in
accordance with ASTM C-478 and Section 720. O -Rings shall
conform to C-443. Kent Seal or equivalent shall also be
applied to all joints and between riser rings and castings.
Manhole step spacing shall be no more than 16 -inches.
5. Butyl rubber coating shall be applied around each manhole
joint from 6 -inches above to 6 -inches below each joint. The
appropriate primer shall be applied prior to applying the
rubber coating. Inside joints to be filled with precoat plug
material.
6. The casting elevations are set by plan. However, the castings
are to be adjusted in the field by the Engineer's
representative, should a discrepancy occur between plan grade
and existing grade. New manhole ring and cover shall be
installed to establish grade. Maximum height of adjusting
rings shall be 12 -inches.
7. Backfill around all structures and all cuts under paved areas
with granular material. Trenches opening within 5 -feet of
paved roadways shall be backfilled with granular material in
accordance with Section 211. Backfill under sidewalks
shall be granular, unless the walks are constructed a minimum
of 6 months after backfill has been in-place.
8. The Contractor shall be responsible for verifying that all
state highways, city and county permits have been obtained by
the developer prior to start of construction.
9. The Contractor shall be required to furnish the developer's
Engineer with a set of prints, marked in red pencil, showing
actual sewer location and invert, to include lateral location,
depth and length. Such "as -built" prints must be received by
the Engineer before the final contract payment can be
authorized. The sanitary sewer laterals and stubs termination
shall be indicated on the surface with a metal fence post set
immediately above said termination point.
10. All sanitary sewer lines upon completion will be required to
pass an infiltration weir test and a low pressure air test,
unless otherwise directed by the Engineer. Said test shall
be conducted according to NCPI Standard Method, and shall be
witnessed by an Engineer and a representative of the Clay
Waste District.
11. Deflection tests shall be performed on all flexible* pipe
after the final backfill has been in-place at least 30
days. No pipe shall exceed a vertical deflection of 5 percent
deflection test results. (*The following are considered
non -flexible pipes: concrete pipe, ductile iron pipe and cast
iron pipe.) The deflection test shall be performed with a
nine -point mandrel. Proving rings shall be available.
12. All mandrel testing shall be observed by a Professional
Engineer for certification and a representative of the Clay
Waste District.
13. The ends of laterals are to be plugged tight with a braced
plastic disc or cap capable of withstanding a low pressure air
test without leakage.
14. Bedding for flexible pipe shall be No. 8 crushed stone from
6 -inches below the pipe to 12 -inches above the pipe. Bedding
for rigid pipe shall be No. 8 crushed stone from 6 -inches
below the pipe to the spring line of the pipe and from this
point to 12 -inches above shall be fill sand or equivalent.
Manholes shall be placed on no less than 6 -inches of No. 8
crushed stone bedding.
15. Water and sewer line crossings and separations shall be in
accordance with Ten States' Standards.
16. Trench shall be opened sufficiently ahead of pipe laying to
reveal obstructions, and shall be property protected and/or
barricaded when left unattended.
17. No water shall be permitted to flow into the sanitary sewer
system during construction. Contractor shall utilize a pump
to keep the water level below the pipe. Pump discharge shall
be directed to a storm outlet. Any pipe entering existing
sewers shall be plugged, until such time as all tests on the
sewers have been completed and the lines have passed all punch
lists.
18. All sewer laterals installed by the mainline Contractor shall
be bedded the same as the main line sewer.
19. Forty-eight (48) hours notice shall be given to the Clay
Regional Waste District prior to the start of sewer
construction. Also, 48 -hours notice shall be given prior to
any testing done on the sewer.
20. Manhole castings shall be stamped "SANITARY SEWER" (Neenah
Casting R 1642 or equal) and be self-sealing type. Waterproof
castings shall be Neenah R -1916-F1 and stamped "Sanitary
Sewer".
21. The minimum slope for sewer acceptance by the Clay Township
Regional Waste District are:
Size of Pipe Minimum Constructed SloDe
8 -inch 0.40%
10 -inch 0.28%
12 -inch 0.22%
15 -inch 0.15%
18 -inch 0.12%
22. The Contractor shall provide measurements of the slope of the
sewer for each manhole section as construction progresses.
Such measurements shall be certified by a Registered Land
Surveyor or Engineer and be available on-site for observation
by the District's Inspector. No more than three manhole
sections can be constructed in advance of such measurements.
23. In the event the Contractor does not meet the minimum slopes,
the sewer section and any other affected sewer sections shall
be reconstructed to meet such minimum slopes. .11116
VII. EROSION PROTECTION DURING CONSTRUCTION
A. The Contractor shall provide adequate erosion protection measures during
construction.
1. Rip -rap at locations designated on the plans.
2. Swales draining the site shall be mulch seeded or sodded and Contractor shall
be responsible for establishing grass cover.
3. Construction operations conducted on private or city -owned property shall be
neatly finish graded and mulch seeded.
VIII. STORM SEWER CONNECTION
A. Storm sewer structures shall comply with current specifications of the City, County
and all agencies with respect to design and quality of construction.
B. All storm sewer construction inside public right-of-way, either existing or proposed,
shall be in accordance with the Hamilton County specifications. Contractor shall
notify the Hamilton County Surveyor forty-eight hours prior to commencement of
storm sewer construction.
C. Where reinforced concrete pipe is shown on the construction plans, it shall be in
accordance with A.S.T.M. C-76 Class III Wall "B", unless otherwise specified on the
plans.
D. Where corrugated metal pipe is shown on the construction plans, it shall be 16 gauge
unless otherwise specified and shall have the connecting bands and seals as specified
by the manufacturer. C.M.P. may he either aluminum pipe or zinc coated steel sheets
in accordance with A.S.T.M. A-444.
E. Manholes, catchbasins, and inlets may be precast concrete or poured in place
concrete.
F. Precast concrete and steel for manholes and inlets shall be in accordance with
A.S.T.M. C-478.
G. Castings shall be as shown on the Structure Data Table.
1-1. Granular backfill shall be required for all crossings under pavement areas, per the
Hamilton County specifications.
IX. UTILITIES
A. Water Line
1. See Sanitary Sewers Notes for vertical and horizontal separations (Note VI -I-1
and 2).
2. All water lines shall be in accordance with the Standards and Specifications of
the Indiana State Board of Health and the Hamilton Western Utilities.
Sterilization of water mains shall be in accordance with the Indiana State Board
of Health and the Hamilton Western Utilities for procedures and time of
treatment.
3. Pressure tests for the water system shall be done in accordance with
manufacturer's recommendations and the Hamilton Western Utilities
specifications.
4. Granular backfill shall be required for all utility crossings under pavement
areas. See Section VI -W.
5. Where private water lines are shown on the contract plans the pipe materials
shall meet the Hamilton Western Utilities specifications.
6. Thrust blocks shall be installed in accordance with the details contained within
the plans or the Hamilton Western Utilities standard specifications as
applicable.
7. Felt material not to exceed 318 inch thick shall be placed between pipes and
concrete thrust blocks.
8. All valves and appurtenances for domestic and fire protection water mains shall
be approved by the Undz.writers Laboratories and Factory Mutual for critical
use.
B. Electric and Telephone
1. Conduit shall be required for all crossings under pavement areas.
2. Granular backfill shat! be required for all crossings under pavement areas and
three feet beyond the edge of the pavement.
3. Concrete pads for electric and telephone transformers shall be set at the
approximate ground grace as shown on the Site Development Grading Plans.
X. CRANULAR BACKFILL
Shall uz- inaccordance with I.N.D.O.T. Standard Specifications.
XI. PAVEMENT CONSTRUC'T'ION
A. All pavement construction shall be in accordance with the plans and specifications and
conform to the minimum standards of Hamilton County.
13. Subgrade shall be prepared in compliance with Section 207.02 of the I.N.D.O.T.
standard specifications. No traffic shall be permitted on the prepared subgrade prior
to paving.
C. Backfilling of utility trenches with granular material under pavement areas is required
and shall conform to Hamilton County specifications.
D. Contractor shall notify Hamilton County forty-eight hours prior to commencement of
= street construction within any existing or proposed right-of-way. s�'' =
XII. CONCRETE CURB AND WALKS
A. See Detail Sheet for type and details. Curbs and walks within existing or proposed
right-of-way shall be constructed in accordance with Hamilton County specifications.
B. Concrete shall be ready mixed Portland cement conforming to A.S.T.M. C-150.
Aggregate shall conform to A.S.T.M. C-33. Compressive strength of concrete at 28
days shall be 4000 p.s.i. Where required, reinforcement shall be welded steel wire
fabric conforming to A.S.T.M. A-185.
C. Application
1. Place concrete only on a moist, compacted subgrade or base free from loose
material. Place no concrete on muddy or frozen subgrade.
2. Concrete shall be deposited so as to require as little rehandling as practical.
When concrete is to be placed at an atmospheric temperature of 35+/-F. or
less, Paragraph 702.10 of the I.N.D.O.T. Specifications, 1988 edition, shall
apply.
3. Except as otherwise specified, cure all concrete by one of the methods
described in Section 501.17 of the I.N.D.O.T. Specifications, 1988 edition.
XIII. FINISH GRADING AND SEEDING (Developer shall designate location if
required.)
A. Topsoil or approved fill shall be spread over the rough grade to a depth sufficient to
insure finish grades are met after rolling and settlement. The minimum thickness of
the topsoil shall not be less than 4". New grades shall slope uniformly between levels
established on the plans. Intersections of new grades with existing grades shall be
uniform and smooth.
B. Fertilizer and agricultural limestone shall be spread uniformly over the area to be
seeded and mixed into the top two inches of soil with a disk harrow, rolLry tiller, or
other approved equipment. Fertilizer shall be spread at the rate of 800 pounds per
acre and agricultural limestone at the rate of one-half ton per acre, unless otherwise
specified.
C. A seeding mixture in stripping, cut, or fill areas shall be applied at a rate of 90 pounds
per acre with a mixture as follows: 18 lbs. Kentucky Bluegrass, 18 lbs. Park Kentucky
Bluegrass, 18 lbs. Delta Kentucky Bluegrass, 10 lbs. Pennlawn Fescue and 26 lbs.
Annual Ryegrass. Wood cellulose fibre, straw or mulch, as approved by the Engineer,
shall be applied at a rate of 3/4 tons per acre.
XIV. LIME MODIFIED SOIL (Developer shall designate location if required.)
A. The use of Lime Modification shall be used to improve the upper 12" of subgrade that
does not conform to Section 207 of the 1988 I.N.D.O.T. Specifications. The lime used
shall be "Polyhydrated Lime, Code 'L'", as manufactured by Mississippi Lime, or
equal. The following construction procedures shall be utilized.
1. The subgrade shall be placed to the proper grade.
2. Lime shall be dry placed on the subgrade at an application rate of 24 to 36
pounds per square yard as directed by the Engineer. The lime and soil shall
then be mixed by tractor -drawn disc harrows, scarifiers, rotary mixers, or front
end loaders equipped with bucket teeth. Several passes shall be made to a
depth of 12" as directed by the Engineer.
3. Initial compaction shall be performed with a sheepsfoot roller. The soil and
lime shall be compacted in 6" lifts until the proper grade is obtained. Grading
will be accomplished by blading the excess to one lane and compacting the
mixed lime and soil in the 6" lifts. The final passes shall be made with a steel
wheel or pneumatic -tired roller as approved by the Engineer.
4. The density of the soil -lime mixture will be determined by the City of Carmel
near the end of the finishing operations. Any portion of the soil -lime mixture
not passing the density requirements shall be determined by the City of Carmel
in accordance with AASHTO T-191.
5. When compaction of the lime -soil mixture is nearing completion, the surface
shall be sloped to the required lines, grades, and cross section, and compaction
continued using a steel wheeled roller until the minimum sn,,cified density is
obtained.
6. The surface shall be maintained in a moist condition by means of a fine spray of
water during all finishing operations. The treated material shall be maintained
in a moist condition by sprinkling with water for a period of seven days. Traffic
of all types shall be kept off the lime modified soil for seven days, or thereafter
until in the opinion of the Engineer the lime -modified soil will support traffic
without being damaged. When allowed on the subgrade, traffic shall exercise
further care in driving over it so as not to tear up the subgrade.
7. Caution: Lime and lime mixtures are caustic in nature. The manufacturer of
the lime shall be consulted to determine what special precautions y -p required
to protect the skin, and particularly the eyes.
XVI. REMOVAL OF PAVEMENT SIDEWALKS CURBS ETC.
A. Pavement removal shall consist of the removal and satisfactory disposal of bituminous
pavement or the total of any combination of base, binder and surface course of any
pavement on a rigid base (including the base).
B. Prior to performing the work of pavement removal at locations indicated on the plans,
or where directed, cement concrete pavement to be removed shall be cut with a
power driven concrete saw along designated lines. Sawing shall be such that any
portion of the pavement to remain in place will not be damaged. Any portion that is
damaged or removed outside the designated lines shall be replaced by the Contractor,
at his expense.
XVII. SEALING CRACKS AND JOINTS IN BITUMINOUS PAVEMENT
A. Reflection cracks and joints, both longitudinal and transverse, as well as checked,
cracked and alligatored areas shall be sealed using from 0.10 to 0.15 gallon per square
yard of AE -90 or AE -150 bituminous material and covering with either No. 14-2 or
No. 17 sand. The cracks, joints and alligatored areas shall be cleaned by blowing with
compressed air or other suitable means prior to the placing of the bituminous sealing
1 material. The bituminous material shall be allowed to penetrate the cracks and joints
in the existing surface and any surplus shall be squeegeed back and forth over the area
to refill them. Any excess material shall be squeegeed off the pavement. The sealed
surface shall be covered with approximately 5 pounds of sand per square yard.
K
Sheet No.:
Revlslons and Dates:
STRUCTURE DATA TABLE
OtSTEq t7G
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y SO441
STATE OF
l9 IN0:.. t4o f �Cc.
Date 2� B, / y y 3
Mid States Engineering, Inc.
501 Congressional Blvd., Suite 110
Carmel, IN 460326.
317-843-5080
SANITARY SEWER
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Structure Number
Structure Type
Casting
200-201
Manhole Type "C"
R-1642
202
by others
----
203
by others
----
244
Manhole Type "C"
R -1916-F1
205-206
Manhole Type"C"
R-1642
207
by others
----
208-246
Manhole Type "C"
R-1642
247
by others
----
250
Manhole Type "C"
R-1642
STRUCTURE DATA TABLE
STORM SEWER
Structure Number
Structure Type
Casting
1
Inlet Typc"A"
R -3501-N
2
Inlet Type "A" (modified)
R-3516
3
Manhole Type "B"
R -3501-N
4
End Section
----
5
Manhole Type "B"
R-3516
6
Manhole Type "B"
R -1772-A
' 7
Inlet Type "A"
R-4342
8
Inlet Type "A" (modified)
R-3516
9
Manhole Type "B"
R-3516
10
End Section
----
11
Inlet Type "B" (modified)
R-3516
12
Inlet Type "B" (modified)
R-3516
13
Special Structure
14
Manhole Type "B"
R -1772-A
14A
End Section
----
15
Inlet Type "A" (modified)
R-3516
16
End Section
.-.-
17
End Section
----
18
End Section
----
19
Inlet Typc"A"
R-4342
20
Inlet Type "A" (modified)
R-3516
21
Manhole Typc "B"
R-3516
22
No Structure
23
Manhole Type "B"
R-4342
24
Manhole Typc "B"
R-4342
25
Manhole Type"B"
R-4342
26
End Section
----
27
Inlet Type "A" (modified)
R-3516
28
Inlet Type "B" (modified)
R-3516
29
Manhole Type "B"
R-4342
30
End Section
.---
31
InlctType "A"
R-4342
32
End Section
....
33
End Section
----
34
Inlet Type "A"
R -3501-N
35
Inlet Type "A"
R-3501 -N
36
Manhole Type "B"
R-3516
37
End Section
----
38
Manhole Type "B"
R -1772-A
39
Manhole Typc "B"
R -1772-A
40
Manhole Type "B"
R-4342
41
No Structure
42
Inlet Type "B" (modified)
R-3516
43
Inlet Type "B" (modified)
R-3516
44
Manhole Type "B"
R4342
45
Manhole Type "B"
R -1772-A
46
Manhole Type "B"
R -3501 -N
47
Manhole Type "B"
R -3501-N
48
Manhole Type "B"
R -1772-A
49
End Section
----
50
Inlet Type "A" (modified)
R-3516
51
Inlet Type "B" (modified)
R-3516
52
Manhole Type "B"
R-4342
53
End Section
..--
54
Inlet Type"A" (modified)
R-3516
55
Manhole Type "B"
R -3501-N
56
Inlct Type "B" (modified)
R-3516
56A
End Section
----
57
Manhole Type "B"
R-4342
57A
Manhole Type "B"
R-4342
58
Inlet Type "B" (modified)
R-3516
59
Inlet Type "A" (modified)
R-3516
60
No Structure
61
Inlet Type"A"
R-4342
62
Manhole Type "B"
R -1772-A
63
Inlet Type"A"
R -3501-A
64
Inlet Type "B" (modified)
R-3516
65
Manhole Type "B"
R-4342
66
Special Structure
R -4216-D
67
Manhole Type "B"
R-3501 -N
68
Manhole Type "B"
R -3501-N
69
Manhole Type "B"
R-4342
70
Inlet Type "B" (modified)
R-3516
71
Inlet Type "B" (modified)
R-3516
72
End Section
----
73
End Section
----
74
Inlet Type "B" (modified)
R-3516
75
Inlet Type "B" (modified)
R-3516
76
End Section
....
77
End Section
----
78
Inlet Type "B" (modified)
R-3516
79
Inlet Type "B" (modificd)
R-3516
80
End Section
_.
81
End Section
82
Inlet Type"B"
R-3150
83
Inlet Type"B"
R-3150
84
End Scction
.-.-
85
End Section
86
Inlet Type "B"
R-3150
87
Inlet Type "A"
R-3150
88
End Section
----
89
Manhole Type "B"
R-4342
90-E+.4
91
End Section
----
92
Manhole Type "B"
R-3516
93
Manhole Type "B"
R-3516
94
Manhole Type "B"
R-3516
95
Inlet Type "A" (modified)
R-3516
96
Manhole Type "B"
R -1772-A
97
Manhole Type "B"
R-4342
98
Manhole Type "B"
R-4342
99
No Structure
100
Manhole Type "B"
R-3516
101
Inlet Type "B" (modified)
R-3516
102
Inlet Type "B"
R-4342
103
Inlet Type "A"
R-4342
104
End Section
105
Inlet Type "A"
R -3501-N
106
' A
End Section
A
-
Revlslons and Dates:
Designedby:
OtSTEq t7G
rW P� O F� Fa
y SO441
STATE OF
l9 IN0:.. t4o f �Cc.
Date 2� B, / y y 3
Mid States Engineering, Inc.
501 Congressional Blvd., Suite 110
Carmel, IN 460326.
317-843-5080
Title:
SPECIFICATIONS
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LEGEND � :� a
EXISTING PROPOSED
= = = = STORM SEWER
— — — SANITARY SEWER
i
(D MANHOLE
[: INLET •
END SECTION 4
STORM STR. NO.
SANITARY STR, NO. O
FLOW ARROW
CONTOUR
SPOT ELEVATION [�
MATCH EXISTING M. E.
GRADE
� �,{,c.; � '���sK '� ,�� as�� ��" 8118,,•
Revisions and Dates
Designed by:
DL17
��� Bniti#,
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't,< 1< -; •�� NO RSO••:Gf �:
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501 Congressional Boulevard
SU i to 110
Carme I , IN 46032
317 843 5080
317 843-5089 FAX
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grown by:
DSC
Add End of Road Note on stub street
4-09-93 Changed Street Name
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SEB
Date:
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EXISTING PROPOSED
= = = = STORM SEWER
— — — SANITARY SEWER
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[: INLET •
END SECTION 4
STORM STR. NO.
SANITARY STR, NO. O
FLOW ARROW
CONTOUR
SPOT ELEVATION [�
MATCH EXISTING M. E.
GRADE
� �,{,c.; � '���sK '� ,�� as�� ��" 8118,,•
Revisions and Dates
Designed by:
DL17
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501 Congressional Boulevard
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Carme I , IN 46032
317 843 5080
317 843-5089 FAX
14.
3-12-93 Relocate Str 8 & 9, Rev Line A Sto 11 74,
grown by:
DSC
Add End of Road Note on stub street
4-09-93 Changed Street Name
8-02-93 Added storm structure No. 52A
Checked by:
BEH
Approved by:
SEB
Date:
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54 58° 17' 19' 250. 00 139.40 254.33 243.51 N 29°06'23' E I / / / �J� I / \�� ' 00' ` i` I \ O ti "` r , ' I 19.5 ' Rt. ' 1 /� \ / \ •�
to \ i 1/ ak.C: ' I 9� /`; \ F 8$4. 3 / F.N. ELEV /'> J ! / / •" 1 r / i 1 , \ ,\ \ S
54 A 59 51 03 225.00 129.51 235.03 224, 49 N 29 53' 15 E M I I I -- = ' '~' - 1 4 7 / ,' O i1 r/ ; �1i l G ! ' , c�0 \ 884.5 t J r /.� r "1 I 885. 3 / ' '' - \ / `
54-8 54°42'50' 275,00 142.28 262.61 252.74 N 27°19'08° E I , 8c_--- •\ ., (24824 SFT) -- . ` •��-,. 4� , t / 160 / \ S 5r \ E. •�// > < in e ' i ; \ \ ' \ (23611 SFT)
46
55 45°49'56' 150.00 63.41 119.99 116.82 S 23°50'00' E I I ! 2> `�O, . V / ° 1• , / (45700 SFT) §D, ( ,
O a`. M.F.F. / 888. ti i/' !i \ \ Oyu 2 883.3 o r' ( I '`n 1 . i / 1 t' / / \ 1 i 1 \ \
55 a 2t°08'57' 125.00 23.34 46.14 45.88 S 36°10'29' E " j I I 1 /; a, 1)I� / 0 / '\/ M.F•F. °
o ' ■103.65o ' ■ ! 98'84(' ° 895.1 / --,/ / / / •�h' i' i,.//' \\i',(�� �\ \ Po/O� ! 'I I + i I -; 44 J c0 4� 1/ M.F.F. \
y % `O ° O
55 B 33 56 12 175. 00 53.40 5 29 46 52 E I I 1 / : / / / 890.9 / \ -i/. \ \ c„ \I f I , �' I $783 SFT) ' i �1 X01 ° \�' /�; I 890 \ \
i I
56 59°55'43' 48.00 27.67 50.21 4T. 95 5 04°21'51' V I I I i / / I/ / ~ /� % , hq /,'/887.,8' �/ \ /s>o \ \ i' 1 + I moi: '� It + ~ I L�O00 I I r:.I
51 261°08'09' 50.00 ------ 227.88 75.96 S 83°45'37' Y 8 g
m e. I I ,' / ��' / ' / i / ' \ F rSS ,' S ,Q'\ S 80'34^ } 1 I I + r�/ Sey s90.$ c� h%
•
1
' -
58 33°59'42' 48.00 14.67 28.48 28.06 N 29°48'36' Y `' �•• --- ..,`-- ' - / / O / / / �/ \ gb \ / QO ti� �L 3 - _ r ! ! + 11'< P. ' o l /
895 1 \ 94.6 I / % ' 13 _\ `- i I i I 1_/ �S '2' I \ r
/ -'
63.3 Ir I � ,O /' /
o , ■ 7 1 . 7 4 ° ' ■ '' I �� - cr \ / / / \ x �' i . (� s 1 . E 1 r i ( `1' 6, '
59 90 52 45 150.00 152. 32 23 . 92 2 3 5 S 5 28 39 E f I ,; r ; \ > ~``/
60 89°53'27' 150.00 149. 71 235. 33 211.93 N 44°08' 15' E I - I = sf \ / / _/ , / M• E / \ ' \ `L >\s>¢ I , 69' 6°A F 1 E z
J rj ' �, e: % - '�i / 884.5 ' /� / �,. t 1 r I ; LEv 1\ 887.1 \ \ iy4 J /% J ;5 0`>>'%`
61 40°53'55' 200.00 74.58 142.76 139.75 S I9°38'28' Y I 1`�. ':� 1 / / 84.5
\ 890. /. ��J�/O / x/1�1 Ifi' -- / "9 \\\ p\ ha"� �' ?rl`'� t'���r '' I I H.E. is \ \\ \ y\�-�Yo I `('I A°� O
62 12 21 11 200.00 21.64 43. 12 43.04 S 46 16'01 W I I I \. \ /�� Q / �<oo' (,�_-/ -C 1-6 I 88 ,' \ '1 ">//° ;r iJ I I ' t 11 r' S83 p \ \ \ \,,,--7Q\' 101,
O 100 \w \ p'9 � b. +(
63 90°00'00' 20.00 20.00 31.42 28.28 S 82°33'23' E y / •y x ,' ,' ! i / l3Z$82 SFT) , A! \ \ `'i '� '\ !. I I 1 ' / I 887.5 5 \.` 4 _ �J,/l/� -1 l 0' r
64 60° 40' 22' 48.00 28.09 50.83 48.49 S 07° 13' 12' E I I �1 F 1 4 6 / •' \ / / / i \ �( / / ti> _ -
8 (44048 SFT) / ' b , / oij ! F.W. ELEV \ \ " E. II I , y o J. , a ° \`,\ \ \.I. \:S k` / / •F \ham .
2• S \ j 'f' , 6 �,' 884.6 \ -) / r ! , � o,L . `:,., '� h ,
9
65 240°40'22' 50.00 210.03 86.31 S 8 46'48 V 4 / /Q -J °
N 7 7 �) A I MF.F. . /� �;� I$92.T� 883.8 S�. \> +1i r ';'T �Oy 9 '� �' \\�' �� /I
66 66 90°00'00' 20.00 20. 00 31.42 28. 28 0 ° 26' 3 ' f ; ,� ! f �` -� J � � � '/' r`` t `^" � � + �'� hti � \ \ 1 •� � • � �
1
: 896.6 - s
67 05°29'41' 500.00 23.99 47.95 47.93 5 49°41'46" V m I N / 00� / / n), `` _ _ _ _ i / 9>0 ,' bg'��A��' \IRREG. D. E. I ( j I' } ��' F.W.
I I jr)� w;.. + , t 9.� WELEV \ i \ �\P¢\ '? .
o ° W I 6�0 ` / , /'�. j , , ! / 5 289 . - ' I ' 'P ' 1 / 1 � 884.4 \ \ <F �6'! \ >>• ,; /
68 85 45' 39' 250.00 232.16 374. 20 340.24 N T9 53' 1 3' E I ' ' S , / - i_.., 1 , 6 . , f r I � 4 +� l \ S , ; /
S,
69 53° 1805 500.00 250. 43 465. 14 448.55 5 63°39'25" V I I o ?� O S , \ / ' -- a ' ,• ! r ' i ' 1- X11 , �? / i++ 886.0 \ • ^� /
69-A 35°49'33' 475.00 153.54 297.01 292, t9 S 54°55'10° W ( 1 °� 9J,2 4 / /' ,�y /�' _..��' ,' k' ,' /' i,'' POND 14 J t I �aiq i , N.-- / c
69-B 42°25' 13' 525.00 203.74 388. 70 379. 88 S 58° 13'00' Y I I _ - - -- - _
o I ' /* /SO / , 4t a0 / ' `'? ^r ��. Q N.P. - 880.0 _..- /' I/ �\ s 9 - _ �s / \ / \
70 17028'311 31' 150.00 23.05 45, 75 45.57 N 8 I ° 34 12 E
°'1 �? \ , ,J' 1 ; "3 t + 987,1,± ---r- - It- ,h100 YEAR ELEV. 582.57 I 'r ice, � \fid` \\ O\
71 T9°27'52' 20.00 16.62 27.74 25.57 N 39°41'40' E - i -I I �� �/ / \4 \ `\'� \� f i ' ,F.W.LEv /� // x 0 -_ ELEV.= .0 /� i i 1 , \\,' 4 ?-.. �•\ •t
! F 72 0
+ /P t° f ' ' 883.9 ti/� BOT?- 8 l y' \
72 89°39 16 20.00 19.88 31.30 28.20 N 44°51'54' W ` I I / ti y i -
0 ! I } + .a. tl,� _-''- ` I I i tr + +r:4 4.3 I3b910 SFT).
73 86°40'43' 20.00 18.87 30.26 27.45 N 43°22'38' Y 1 I I m e. / ,' ` / P' t, /,/ j I s 1 i ,, -�� ',. ( \O ` , � I I l.- I \ M. E.
,
/ /
IRR
74 93°51'39' 20.00 21.40 32.76 29.22 S 46°53'33' Y g 1, 1 7 -)/ / to �0 - - / \� \� i CJ �t �! - `} a8z•9 <�S
,�- EG D E + �` M.F.F. f'
I 1 893.6 90' 9 / ! \ t >/ j a), }� � / , O r � - :
75 14°28'35' 800.00 101.61 202.13 201.59 N 82°27'14' W i O � / ' � �} 1 , 0'
i
75 A 10°57'41' 760.00 72.92 145.40 145.18 N 80°41'47' V I I I j
/ /, / /i 0�0,-�t11::F. jl 1.' - I --- ----- -r M.E. /,7 / /'' ' I 1� '- ^ __ e��' /
75-B I1°30'03' 840.00 84.59 168.61 168.33 N 80°57'58' W. I ( 893. 883.6 \ - - �' /� '°
76 14°4920 800.00 104.06 20b.96 206.38 N 82°37'37' V ' 145 / , / /, / 7.' - � 1 t �B ' ' 1�Y'�f�{ I '� Y 1 y! �\r Y.. \,i'•,(���r. Y1, Y r i/ lei, ,l� 1 'I /1•n % I 1., .1 ,`. / \
a I I 1 (31550 SFT) / r / / !J J , ? . 'e FLOODIYAY L 1r J,T,r-1'�r,..Y Y s \p�0 _ °s0 F'`) I j C- �: ° > . // %. ' /
• _ !
082 r;-
11
/ ,,' _
SS I I M.F.F. / 90 - � � � ' ,� !-'--_._..._.._- �'__�'.�---_ - - - --- __.�-"--�-. ^��' _ ;' / r�.�" I i _`'� =- _ _ 05j r,Le a /11 /
I \� / 4 / i 29.0 t / 1 ! / ° , ? sr �. �._ 1 _ (j /'° - _ - - �' cr %
-
896 0 897 3 I _ i I i/ _.-._. ,,/ qB - .,-_ ASO i . f r/ -, _ O Lq')
/ _ __ _ _
�r
/
1 6
L -
I �/ F / /` / /'' / / S ) r t i r 1\ F.W. /'/ - _.._��_ __ - _ _.. ` - _'` / / ` / ,j - - - - OSi`^ _ hti 0e1 / \�, /\ 1 8? Q
:
�, 37 a _- +fir _ 7.a-� __ S, / /
ELPV '"
. /
m e. / 96 / , / / 1 I I IX d't ;'/' 1 �3�8°3 _..�.- -- CRFFEK_ / - %h o 4s / ��` o/ r
2 -
-, / °t / S t : •• x , �J : .' / p,. ,-,, .. ! ' %/ -- - . - .F :) L- ...,, \':% - r' -!'' - r.4' 0 h0• i' / �/ ! 10 / +"�/Q / /; •
x96.6 I I / / r , / _ s t 1 I,'a 1 i 30 N.I.E __ -------� >'- ti 42 / °ti`�'� ,'
1 ., ,:°^�
I 1 - 2 41lb,,,,/ /,�/ / , �%I I ;, r, -- `jr - _-_ --=_- --- 3 -----------=",;f"=f �`� ) �� �,`'� o
m e. o 16 s '�,�, -I . E. . - - - - -,--).�.. _./ 82.; T I / ,0 0 \ / / / \h• /
z , . 4 I ; ti, , .- - \ A. ,�_.�, .( o (357M30 �. /
UO. q 8 ° 4. 3 / 1 / o / / (22985 SFT) E' I , J � i � ' / --- ->,-=--k . ' ..S _ _&_A- -. - - i%1 t}) . °';l 90 •,. - p� / / ,- " / /
N / \\ O� �j \ / E. i Ij of ,'' / - --��� .OM1 J "'. - ,r \ \ \ F t, „ _•lla / , 84.3,' i 8gf.3 / , ' °0 1 \ /
m I I / r / �' / / / M.F.F. ,, o .-L / /.' q`o i. 1 *- / ; ; F.W. ELF . / / a� 0\ / \/,
• 885 0 - i' �, 1 �s ,, �+,,0 /
o ' o /' / ' "' ' / q F.W. EV I. 7 \' \'j / `L, .``�,, .`..-- /, 884.2 I / , /� 2c' / ` / /
- 6 I o to , 89 .6 -- % ,i ? � i. CHAS LEGAL DRA \. \\/' �'.:" i /' \� i
E IN
/ / -/ %i 883.5 ''
I I % J r �` J� �1i ; / i' Rf�' ++ / ;' J-' \. , y\ 5 eo'S` / ,' /i / 1\ �xarO'/ 1
t', I 1 J;` i 891. /' I I.. ;� ?9� 'N/� i t(. / / ``~`` -- ? // , 5 ,' 0 / / °� ,Q1 / ��/ /
--
/ \ � .�" .'Y I v\ / / 1' ( 11,1 �, SS % t I I %/ �,�i / ✓ >9 I- ° � / //,', �0 i , h / / r 0 / .
�' ,I i 144 J J �' J ' /` 91.6 li icy/ ��. I��% o �'-%� COMMON AREA E. s.�, �.- 'r � `,'/ //�i• / e° ,n.. v
(23925 SFT),, J m e, f. a ,j 881.9 ,, cFti ,
J --1 / .Ij , `,''f, ,o`;- /. / / 1 153183 SFT) �. q6. ""
/ Aj. / i `_
i
.i
I �V �• \ /
I M.F.F. / 1 / �: a5 ( JIII/ u 4 �., /, 7� 1 �'�_� o - , 84. -. i) / O , /' �� /
1 ,...., 897.3 J' ' 1/'' $3 / 7 F I I (' / � '% 1 0 ' ' (335931 Sr I i , ' A / /
f a �~ , Qo °
' I , I J l 2 i1,,^4Ep^L� f a�' 'i // ' , , F.W. ELEV /J / / / /
I I I ��3, I 18 a/ f W. 6/i { •%\• oyjl Z '-1Mtj l9 A,' ;'884.0 E: ---- M.F.F. /�°/' / / ' h \.
L1
- I /_. /- f _ '' /" Y F.W. ELEV s 8.2 /' - / �'
-
/ � 11
LEGEND // -' I 1 ' r / I r` r J i �, _ ' + .E. °. '/ ,/i 883 I, 1'mlllllllllllllllllllllllll�..7 FI�1A ,,, e ',%' 85. ` �/�I ��' x00 08,210SFT)
..
�� ' � � y "� ' 880 8 ` / / ` 5
S9D_ / ' , J J v, Mr 1 64 / - - / //; I j i // )J r i� r/ I' f ! �g j , -T - J 11 `• p/`L�' / �\� / M.F.F.
EXISTING PROPOSED i:' / .71C�: R _. 'o .� r w 1 <o ;' I, J (25803 T) �.,; I ( f j' ,' ; � i-; �: i / O. �: \ \ , / • /C,• / k / 891.7
894.0 i '. 93.0 215 I y' ;�` V /� °C_ � 1 ° t
_.. 89 3 L' / M,F F. I' / /' �',. � �' /'
Y ,
STORM SEWER / W 1 N 84° ' 9 W 890 5 r� .h r 1 I 'I Y // �, , - 40' B.S.L. „� �� J// // ' ,�0� �.' 1' -
s 1 o I �� 894.6 ti, �0
'
_
/ ' m e. 170. 66' i I a, 0 1 , r i H. E. r . / /'%``' / / _ - - - 6 0fl ,� t i� _ _ '% /, \ / / /? t* / -_
1 ` .
I� ,11
___ , SANITARY SEWER - 'a 1 / � •�, :1! v / / _ - _..- - - - - 5 a5• v1- �/ / l 87.8 / 4 p / `1'
// 18 9 3 8 - I _ I I I j' 1 A / - - - _ ` _ - W % / I ' 1 / / --� tk F�
• / ` i I I w I I ' as9.7 sa3.5,�, i _<-- ,--- } - _ _ M I�a�9s'- ae1.s ��� aa4.o j, 0 / \ / / / , 9,,•
'- .
.�
p MANHOLE - ' SF
. _(- .._� I o, y- - - _ - L --'�i1 t.�- \°.. ti j �r o -, .v -s� (S '� --� 881 5 - - - - - - , / / X4159 T);' / / g��'
[, INLET
0
END SECTION
.4
STORM STR. N0.
SANITARY STR. N0.
0
FLOW ARROW
-�
! CONTOUR
",
\
SPOT ELEVATION
0
MATCH EXISTING
Fn -e.--]
! GRADE
Well .,� - N
�).,- '
-1
hal'
\ ,
11 11/
886.0
/11-1
/ 7 \°
/. 11 7
r)• Q j //
\, 1//////
j
\ / / Q
r1 /
C / _ -/
i° '► .
� 8 6 /ii�i'P'�n\ 8
/ ./ I
�\`t / / 1q �%
1 / F ZO Oi
t /O• \ ; //
87.2 .,'
, \°1l A
88 7/ QIo°� .11 !/,I -
I I I .////(
7 I - - - --- _ I , a \ \v1 ti r/ !S' 86 51 53 L. /o .- °c - - - � / i % / <<o / �F / nr / / /� /'
�,
11 I , 1, -1� ...... -- �- " � �
I , , " �� �- -, 3 -
, , ... 11 i �
"', -. 77 1%
1, . , -1 � 1�1 I
e"l Ir F I - [P(0m 8 %VIE 8 'r
Designed by: %,��p11 ���►i
I �� Revisions and Dates ������ ��� BQ� �����i Huuom�-o
o ��� Title:BEN 9p `u -
3-I2-93 Add End of Road Note on stub street `10 Q�,.��G1sTFRF10° •�
Drown bye- �` --` NO. ' V -%' ►yam Corporat ion
DSC • Z i
SO441 : : 501 Congressional 1 Bou I evard
Checked by: 7 STATE of Suite 110
BEN ��'ti �gN*a S .0 0* 0�.•��� Carme I , IN 46032
Approved by: 317 843-5080
SEB Date: 317 843-5089 FAX
Ak
31 i t u i iii i t rl-Hiv
& GRADING PLAN
SECTION 5, 6
scalat 1' •50 1 Job No.: 114-0522 gg of 52
DGN: 522G6AGN PRF; 522G6.PRF
I.
14
1.
,
V+
P.V.1. 11+07.00 P.V.1. 12+64.00
P.V.I. 0+10.
00
+
... 1000.00
El.889.63 El.886.99 El.882.84
---------------
— ----- - ---
V.C,:301
V.c.::0 v.C.:40V.C.:60'
- — —
P.V.I. 17+36.64
El. 885.70
V.C.::25'
.V.I. 19+26.70
0. 884.18
_------------i _
V.C.-45
----------
V.C.:45'
t_—_- 7-
-T T__-.._
L_ LA P
C
-----
0_
-4
co _I
17 18 19
GRANULAR
BACKFILL
REGUIRED
:
25 MPH DESIGN SPEED SCALEPLAN: Is = 50'
PROFILE:
VERTICAL 11 = 50'
BENCH MARK DESCRIPTION HORIZONTAL I'=
P.K. NAIL IN THE NORTHWEST FACE OF A POW ERPOLE
P.V.1. 22+50.00:
EI 888
888.' 76
AT THE SOUTHWEST CORNER OF THE 146TH STREET
v
AN SPR INGMILL ROAD INTERSECTION.
898.52
------ 905
ELEVATION ------
P.V.I. 25+00.00
El. 886.99
r
- ------------------
V.c.=0,
900
895
4-
890
GR) T f
4
T_ 885
4-
----------
880
875
.7
4-
-4— 4-
C:)
870
-4- . . . . . . . .
0" E
865
No.
S0441
41
-------- STATE OF •
Aft
4 -
Su
00;
ms%,*
21 22 23 24 25 APr/1 14, lq"
n A k I r\ r 1i I r r T SHEET TOTAL
F UIIUJ "LJ 1
3-12-93 Revise Street Centerline Sta 11+00-14+00
A-na-al ChangedStreet mnma
Z__
PROJECT NO.
LINE
NO.
SHEE S
OGN
PRF
114-0522
A
9
52
522ST12
522ST12
4--
- – — --------
-------- ----
_T
4--
_T
IT ---
-T T__-.._
L_ LA P
C
-----
0_
-4
co _I
17 18 19
GRANULAR
BACKFILL
REGUIRED
:
25 MPH DESIGN SPEED SCALEPLAN: Is = 50'
PROFILE:
VERTICAL 11 = 50'
BENCH MARK DESCRIPTION HORIZONTAL I'=
P.K. NAIL IN THE NORTHWEST FACE OF A POW ERPOLE
P.V.1. 22+50.00:
EI 888
888.' 76
AT THE SOUTHWEST CORNER OF THE 146TH STREET
v
AN SPR INGMILL ROAD INTERSECTION.
898.52
------ 905
ELEVATION ------
P.V.I. 25+00.00
El. 886.99
r
- ------------------
V.c.=0,
900
895
4-
890
GR) T f
4
T_ 885
4-
----------
880
875
.7
4-
-4— 4-
C:)
870
-4- . . . . . . . .
0" E
865
No.
S0441
41
-------- STATE OF •
Aft
4 -
Su
00;
ms%,*
21 22 23 24 25 APr/1 14, lq"
n A k I r\ r 1i I r r T SHEET TOTAL
F UIIUJ "LJ 1
3-12-93 Revise Street Centerline Sta 11+00-14+00
A-na-al ChangedStreet mnma
PROJECT NO.
LINE
NO.
SHEE S
OGN
PRF
114-0522
A
9
52
522ST12
522ST12
2, 1
910
SHEET
TOTAL
1
—4—
P.V.1. 131+00.00 -
905
Us
-------
-4-
----------- J
885
900
895
I
V.c.::0
i-
131
132
LINE 'Ll - QUAIL POINTE DRIVE
133 134 135
V.I. 1354.60
E1.886.00 V.c.:251
.V.I. 136+63.1
El. 886.95
V.C.:35'
136 137
.V.I. 137+94.55
El. 886.00
V.C.: 0
JLAR
"ILL
IRED
7771
I' = 50'
IN = 51
bL N(, -H MAKK UL SUH / V UN HORIZONTAL IN = 50'
P.K. NAIL IN THE NORTHWEST FACE OF A POWERPOLE
AT THE SOUTHWEST CORNER OF THE 146TH STREET
AN SPR INGMILL ROAD INTERSECTION.
ELEVATION = 898.52 910
4-
—d-
905
900
895
890
4-
885
880
875
%
F . t .. ...
-4-
. ..................................
o-•870
No.
S0441
=ESTATE OF
...... . ............. . . . ...... . ----------
% At
S U Rj
'It
to
865
Apra /1,1993
PROJECT NO.
890
SHEET
TOTAL
1
—4—
P.V.1. 131+00.00 -
. ................
Us
-------
El. 890.36
885
I
V.c.::0
i-
L. . ...... ...... .
880
- -----
...... . . . .......
T
+
— --- -- ------
875
4--
870
— --------- T-
--- - - -------
86.;
. ....... .. ........ ------ —
...... . ....... ..... ........
..... ........ ....... ......
4-
------
T_
i -4-
-4— -
131
132
LINE 'Ll - QUAIL POINTE DRIVE
133 134 135
V.I. 1354.60
E1.886.00 V.c.:251
.V.I. 136+63.1
El. 886.95
V.C.:35'
136 137
.V.I. 137+94.55
El. 886.00
V.C.: 0
JLAR
"ILL
IRED
7771
I' = 50'
IN = 51
bL N(, -H MAKK UL SUH / V UN HORIZONTAL IN = 50'
P.K. NAIL IN THE NORTHWEST FACE OF A POWERPOLE
AT THE SOUTHWEST CORNER OF THE 146TH STREET
AN SPR INGMILL ROAD INTERSECTION.
ELEVATION = 898.52 910
4-
—d-
905
900
895
890
4-
885
880
875
%
F . t .. ...
-4-
. ..................................
o-•870
No.
S0441
=ESTATE OF
...... . ............. . . . ...... . ----------
% At
S U Rj
'It
to
865
Apra /1,1993
PROJECT NO.
890
SHEET
TOTAL
1
—4—
+—.
. ................
Us
-------
131
132
LINE 'Ll - QUAIL POINTE DRIVE
133 134 135
V.I. 1354.60
E1.886.00 V.c.:251
.V.I. 136+63.1
El. 886.95
V.C.:35'
136 137
.V.I. 137+94.55
El. 886.00
V.C.: 0
JLAR
"ILL
IRED
7771
I' = 50'
IN = 51
bL N(, -H MAKK UL SUH / V UN HORIZONTAL IN = 50'
P.K. NAIL IN THE NORTHWEST FACE OF A POWERPOLE
AT THE SOUTHWEST CORNER OF THE 146TH STREET
AN SPR INGMILL ROAD INTERSECTION.
ELEVATION = 898.52 910
4-
—d-
905
900
895
890
4-
885
880
875
%
F . t .. ...
-4-
. ..................................
o-•870
No.
S0441
=ESTATE OF
...... . ............. . . . ...... . ----------
% At
S U Rj
'It
to
865
Apra /1,1993
PROJECT NO.
LINE
SHEET
TOTAL
1
—4—
+—.
. ................
Us
-------
885
•
880
- -----
T
+
— --- -- ------
875
4--
870
— --------- T-
86.;
. ....... .. ........ ------ —
131
132
LINE 'Ll - QUAIL POINTE DRIVE
133 134 135
V.I. 1354.60
E1.886.00 V.c.:251
.V.I. 136+63.1
El. 886.95
V.C.:35'
136 137
.V.I. 137+94.55
El. 886.00
V.C.: 0
JLAR
"ILL
IRED
7771
I' = 50'
IN = 51
bL N(, -H MAKK UL SUH / V UN HORIZONTAL IN = 50'
P.K. NAIL IN THE NORTHWEST FACE OF A POWERPOLE
AT THE SOUTHWEST CORNER OF THE 146TH STREET
AN SPR INGMILL ROAD INTERSECTION.
ELEVATION = 898.52 910
4-
—d-
905
900
895
890
4-
885
880
875
%
F . t .. ...
-4-
. ..................................
o-•870
No.
S0441
=ESTATE OF
...... . ............. . . . ...... . ----------
% At
S U Rj
'It
to
865
Apra /1,1993
PROJECT NO.
LINE
SHEET
TOTAL
1
—4—
+—.
. ................
-------
T
+
— --- -- ------
. ....... .. ........ ------ —
...... . ....... ..... ........
..... ........ ....... ......
4-
------
131
132
LINE 'Ll - QUAIL POINTE DRIVE
133 134 135
V.I. 1354.60
E1.886.00 V.c.:251
.V.I. 136+63.1
El. 886.95
V.C.:35'
136 137
.V.I. 137+94.55
El. 886.00
V.C.: 0
JLAR
"ILL
IRED
7771
I' = 50'
IN = 51
bL N(, -H MAKK UL SUH / V UN HORIZONTAL IN = 50'
P.K. NAIL IN THE NORTHWEST FACE OF A POWERPOLE
AT THE SOUTHWEST CORNER OF THE 146TH STREET
AN SPR INGMILL ROAD INTERSECTION.
ELEVATION = 898.52 910
4-
—d-
905
900
895
890
4-
885
880
875
%
F . t .. ...
-4-
. ..................................
o-•870
No.
S0441
=ESTATE OF
...... . ............. . . . ...... . ----------
% At
S U Rj
'It
to
865
Apra /1,1993
PROJECT NO.
LINE
SHEET
TOTAL
NO. SHEETS
114-0522 E 17 52 522STR7 522STR7
PONDS WEST I
4-09-93 CHANGED STREET NAME
STREET PLAN & PROFILE
OGN PRF
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PROJECT NO.
LIC
SHEET
NO.
TOTAL
SHEETS
OGN
PRF
-
114-052
30
1
52
522STU6
522STM6
3-12-93 Revise
pipe run Str
8 - 10
STORM
PLAN &
PROFILE
�
z.
LINE
SHEET
TOTAL
If
-------------
PRF
i
CS
NO.
SHEETS
114-0522
31
52
+43.03
522S M7
41
235.95 Rt
ANULAR
BACKFILL
CENTER TO CENTER OF STRUCTURE
1.92
REGUIRED
ARE NOT ACTUAL PIPE LENGTHS.
PL AN.-is 501
tVERTKAL
ill 51
PTION
HORIZONTAL I= 50'
P.K.
NA IL IN THE NORTHWESTFACE OF A POWERPOLEJ
AT THE SOUTHWEST CORNER OF THE 146TH STREEI
905
ELEVATION 898. 52
905
f900
900
895
.70
890
EXIMNG
890
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885
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885
L k4
880
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41 001
875
870
865
865
4
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860
4-
860
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PONDS UU[�T
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PROJECT NO.
LINE
SHEET
TOTAL
DGN
PRF
i
NO.
SHEETS
114-0522
31
52
522STM7
522S M7
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900
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STATE 0
Aar; l 14, 199
PONDS WEST
PROJECT NO.
LENGTHS OF PIPES INDICATED ARE FROM GRANULAR
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NO.
CENTER TO CENTER OF STRUCTURES AND BACKFILL
REGUIRED
OGN
ARE NOT ACTUAL PIPE LENGTHS.
114-0522
CONTRACTOR SHALL BE RESPONSIBLE FOR
32
52
CONTACTING ALL PERMIT ISSUING AGENCIES
522STM9
WITHIN THE TIME FRAME SPECIFIED BY
THAT AGENCY PRIOR TO BEGINNING CONSTRUCTION.
•
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PLAN:
is = 50'
PROFILE:
VERTICAL
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BENCH MARK DESCRIPTION HORIZONTAL 1- = 50'
-- ----
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1
AN SPR I NGM I L L ROAD INTERSECTION.
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STATE 0
Aar; l 14, 199
PONDS WEST
PROJECT NO.
LINE
SHEET
NO.
TOTAL
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OGN
PRF
114-0522
32
52
522STM9
522STM9
STORM PLAN & PROFILES
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'11�1�1
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PROJECT NO.
LINE
SHEET
TOTAL
DON
PRF
-
NO.
SHEETS
114-0522
__,
43
52
522SAN9
522SAN9
- I % - . ,,:
, �'� .,_'� '� I " .
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a
NOTEO ALL CURBS TO BE ROLL
CURB & GUTTER UNLESS
OTHERWISED NOTED.
137+217
PONDS
_4 i
... ....... .. ------
O f� J �'
40+29.7l'B'
(0
' P L
"A' 20.0'R
AC
-4
-41IN ;kK (fYP.
S
40+51. Y.B.
885.7
20.0'R
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5.
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4h.
17+
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/0
/>
60*43.6T C. )
15 00' Rt
85. 17
4; SIDEWALK (IT YP.
/
00
So
20.0'R",
60+37.88 'C
41 -1 A
15.00' Lt. 17+70 14"-,
15.00'Rt.
AV
, In
hal
4
V
4
m
R -
Designed by:
Revisions and Dates Title:
mac/r,-) rz-)
6/3/93 Rev. CLrb Grodes - Twin Oaks Drive & Ponds Pointe Drive
Drawn by: % 1.10
MSE Corporation CUL-DE-SAC &
•941 North Meridian
-*
Checked by. '0 STATE OF Ir anapo
Indilis, IN 46204-1%
1 INTERSECTION DETAILS
$ u iWl 14, 317 634-1000
Approved by: 17 634-3576 FAX
Date; 3Scale: 1, 30 Job No.: 114-0522 Sheet Noa 44 of 52
DGN: 522INT PRF: 5221INT,
1.) Construct detention basins. Install outlet piping. Install temporary outlet structure in
Sections 1-4 are to be approved and constructed at this time. Section 5
to be approved and constructed at a later date. 4/1/93
5 pr i►�r^ill
P o n(Js
Btva'
1
.1
Ponds 5 & 7. Install silt barricades around outlet structures which serve as intake
.1
between Ponds 5 & 7.
0
TEIVPORARr SILTATION SuuP
2.)
Strip Section 1 stockpile topsoil as directed on site.
F7
TDrPORARr SILTING PIT
3.)
.
Rough grade Section 1.
O
RIP -RAP D '7'
50
4.)
Construction rear yard swale and street inlets in conjunction with storm sewer.
ESr
i
O
SILT FENCE OR STRAW BALE DAM
5.)
Install temporary erosion control measures and sediment traps.
Erosion control blankets to have o minimum velocity rating of 3 ft/sec.
SEEDING BEHIND CURB, WOUND SEEDING
6.)
Finish grade site.
rREDttrRED 9EHrrA ALL CUM)LAKE
7.)
Permanent seed area. as required.
BANK SEEDING • Use seeding chart sheet 51.
®
EROSION CONTROL BLANKET/
SEEDING BEHIND CURB - Use seeding chart sheet 51.
SIVALE SEEDING/ LAKE BANK SEEDING
8.)
Pave and curb streets.
Lake Donk seeding and swole seeding to be permonent seeding.
NOTE,
SEE DETAILS ON SHEET 51.
9.)
Repeat steps 2-8 for Sections 2-5.
Seeding behind curb and mound seeding to be tWrory seeding.
NOTE►
All Inlets draining dlrectly
to Will!" Creek will require
Grovel Curb Inlet Protection
(see detoil sheet 51).
Sections 1-4 are to be approved and constructed at this time. Section 5
to be approved and constructed at a later date. 4/1/93
5 pr i►�r^ill
P o n(Js
Btva'
1
.1
.1
i
MAINTENANCE SCIIEI)ULE
Silt pits to be cleaned out when 112 full.
Silt sumps around behives to be cleaned out when 112 full.
Silt fence to be cleaned when sediment height reaches 112 the fence height.
Seeded areas to be reseeded if erosion takes place.
Curb inlets with filter fabric protection are to be cleaned after each significant
rainfall.
ONDS WEST
Z'
r
r
i
t
I
CONSTRUCTION SEOUENCE
1) Intoll silt traps
2) Construct detention basin orb outfoll structure
3) Strip and stockpile topsoil
4) Rough grading
5) Construct swo les arb storm sewers, Into n ing seas a V s l it fence
6) Utility Instollotion r
7) Curbing and paving
8) Flnol grading
9) Final seeding and landscaping
AV TES
Erosion control blankets to have o minimum velocity noting of 3 ft/sec.
LAKE BANK SEEDING - L,e seeding chart sheet 51,
SEEDING BEHIND CURB - Use seeding chart sheet 51.
Lake bank seeding and swole seeding to be permanent seeding.
Seeding behind curb and mound seeding to be terWrory seeding.
LEGEND
0 TEWORARY SILTATION SLAIP
0 TEWORARr SILTING PIT
0 RIP -RAP D50.7'
O SILT FENCE OR STRAW BALE DAV
SEEDING BEHIND CURB, HOUND SEEDING
(REGUIRED BEHIND ALL CURB)
EROSION ® TI
SWALE SEEDNNGiLAKEMBANK SEEDING
NOTE, SEE DETAILS ON SHEET 51
NOTES All Inlets dro)ning directly
to Williams Creek will require
Grovel Curb inlet Protection
(see deto)l sheet 51).
146th STREET
&I..i„w it 00
Sections 1-4 are to be approved and constructed at this time. Section 5
to be approved and constructed at a later date. 4/1/93
PONDS WEST
� 1
Revisions and Dotes
Designed by:
BEH
,����� 1 Fig plo►io
,,,� 80�� �
�.
�� �.��isTEq•�• 0 �i
:•;: No. z
S0441
0 ; STATE OF ;
�''•. �q`'`�....
'
�SUR�,�•.46
0 0
����������
MSE Corporation
501 Con ress i ona I Boulevard
g
Suite 110
Camel, , I N 46032
317843-5080.
843-5089 FAX
Title:
(�
EROSION CONTROL
PLAID
3 to r a r -Pcr leder Z11919 S
Drown bye
DSC
Checked by:
BEH
Approved by:
SEB
AL
Dote: r,/ /4, )1.73317
Scoiet 1' . 100' Job No.: 114-0522 Sheet No.: 50 of 52
\
1
1
t
1
,.1
1
\
1
1
l
t
I
CONSTRUCTION SEOUENCE
1) Intoll silt traps
2) Construct detention basin orb outfoll structure
3) Strip and stockpile topsoil
4) Rough grading
5) Construct swo les arb storm sewers, Into n ing seas a V s l it fence
6) Utility Instollotion r
7) Curbing and paving
8) Flnol grading
9) Final seeding and landscaping
AV TES
Erosion control blankets to have o minimum velocity noting of 3 ft/sec.
LAKE BANK SEEDING - L,e seeding chart sheet 51,
SEEDING BEHIND CURB - Use seeding chart sheet 51.
Lake bank seeding and swole seeding to be permanent seeding.
Seeding behind curb and mound seeding to be terWrory seeding.
LEGEND
0 TEWORARY SILTATION SLAIP
0 TEWORARr SILTING PIT
0 RIP -RAP D50.7'
O SILT FENCE OR STRAW BALE DAV
SEEDING BEHIND CURB, HOUND SEEDING
(REGUIRED BEHIND ALL CURB)
EROSION ® TI
SWALE SEEDNNGiLAKEMBANK SEEDING
NOTE, SEE DETAILS ON SHEET 51
NOTES All Inlets dro)ning directly
to Williams Creek will require
Grovel Curb inlet Protection
(see deto)l sheet 51).
146th STREET
&I..i„w it 00
Sections 1-4 are to be approved and constructed at this time. Section 5
to be approved and constructed at a later date. 4/1/93
PONDS WEST
� 1
Revisions and Dotes
Designed by:
BEH
,����� 1 Fig plo►io
,,,� 80�� �
�.
�� �.��isTEq•�• 0 �i
:•;: No. z
S0441
0 ; STATE OF ;
�''•. �q`'`�....
'
�SUR�,�•.46
0 0
����������
MSE Corporation
501 Con ress i ona I Boulevard
g
Suite 110
Camel, , I N 46032
317843-5080.
843-5089 FAX
Title:
(�
EROSION CONTROL
PLAID
3 to r a r -Pcr leder Z11919 S
Drown bye
DSC
Checked by:
BEH
Approved by:
SEB
AL
Dote: r,/ /4, )1.73317
Scoiet 1' . 100' Job No.: 114-0522 Sheet No.: 50 of 52
DGN: 522ER02.DGN PRF: 522ER02.PRF
i C ► D ► E r F I G H I I I J K
AI Sheet No.: Of:
Note: The contractor $hall be Oware that if the top of See Plans for Type d Casting
the trench is within5' of thee
proposed futurMfor'ne
bock of curb,thol pronulor Dockflll shall be f�/y.+r000 /e'Mm
placed in the excavation and compacted per
CiP Set top flush with ground
/> Tro��h
D.O.T. specifications for such areae. This ? 1i
D.0.T.distance will be checked of random Intervale
Existing Grourxl Une during construct ion.O.S.H.A. regulations shop prevail.'c
Cfnc. A1'rsfing Rin,24
I 1 ,
*Width varies based on E l I I
the type of pipe material 2,T . Eccentric Cone
O I Al Alin
Compacted Compacted /j � Concentric Come
(MINIMUM) �. 8 depth of cover Consult I
Granular or Precast Cover I _
Backfill 1:2 OVER le' r the engineer if 6' (V
Backfill '
I:s To IS' clearance on each side
>a ------
1(Cone P•iei9hl
'6 TO 12' of pipe is not sufficient. d9/n
'0 1.12 to e' •o Nccnnti R-/080 G-- =30136,38',81 v �c ^�'t�r/e�r ..•• ,�
> >
N Compacted P5I PF f Concentric t i -
Gronulor Bockflll ( • •�
,,- S ,f
nts per Cone riotCrushed Stone txxe910b1e fa r/Adjustable type
TM G443 Sceiploy Mfor_6 Mln. PVC.Recast Manhole per_— (Ty/oico� valve box
6 Min. PVC. A.S.7.M. G47g
/ O
• Sae Not/ 1 to J
•See F1-ole I — -
TYPICAL SEWER TRENCH TYPICAL SEWER TRENCH p�v„•y�;a C.oti,s (>y,
SECTION UNDER PAVEIvENT 0 0
SECTION • _ 1
2--------> -'
•V > •O• '
SANITARY SEWER TRENCH DETAILS �'�` /"'"1e� ,� I
I/2 D 2'
C
Cf
E �
rLR v + 7HRUsr BLOCK TABLE
I1
Water Main 1
2' M , a less than 10' '�' � O N1oi-k i4'�b/E /IUn-PofocVc S �m (/50 PSI Ta,y%F-YYSTUnL) i —
e.
Sanitary Slwer
Vii Nook / •'- 1 A r90% L/ ?.6 d.6 7.5 /O.d /D ? r Valve Size as Regd.
Class ��A � 6• #B Crushed Stone B <dJ i 0.7 / D 2.S d 0 S 7 93
Concrete Precast Bottom only) C (221,1% 0.9 0.5 /.3 2.0 ?.9 S3
o � �4 Bars E 6�� O.C. Bottlways 1
N 11 M
r MANHOLE TYPE C , / Above Tb6le i.,7erofca cel /Y o%� eox•re/fe rvy+u ir4 /h o soil p,-v lSvVr
o/ ZOOC P- S F .t fii�imum.
Water M OI n 3 ? P/OCe Power• or p/oS//C be/K1e//y �/�/nq f cvncn/e .
c - - - - -.- -----
Od Note When lateral separation Is `
10 or reater no vertical \ i
1 00 clearance Is needed. I ,
Sanitary Sewer I
�cp
i
10' Min. 10' M
TYPICAL GATE VALVE & VALVE BOX
Water
CL 0 d
r •
2' - 0" ,-Water Main �� a e 1 a
C • �
c Less than 19"or In C $as •
where Waley Is Del son. or i EI nCl'GIG —# • . • ��" 5��;1ary IScw�r
o Sanitary Sewer °�
�,.
I Sanitary Sewer
O •
p Class 150 mach. joint cast Iron pipe '/ GG x
I or Flexible coupling or adaptor Flexible coupling or adaptor 7 Qr f�llrl• 71 tew!i�'
Hydrant shall meet local fire codes and
Conc. Collar y 1/ Indianapolis Water Cowpony Specifications.
Conc. Co I P g I
MIN. CROSSOVER a SEPARATION REQUIREMENTS FOR +�o�t
1'x2' Cutout 1■xX Slots I Kennedy, Dorling,or Mueller Acceptable 4
WATER MAINS a SANITARY SEWERS SANITARY SEWER _ _ _
• R C Ja a'- 2' Erx1 of CMP
4 — _ OUTFALL ►IP[ - _- _ to sealed. Ccitll . Collar If
CONCRETE_ ENCASEMENT DETAIL C,V
r depth to allow 3 Filter Fabric POO / I GrOrxslol Q not in paved area
Conxoctor shalt provide pr•ope pt n backfill re 'd. C-I Valve box
s4lobie comeclion between buildings and sewer II Marker(Sieei Fence J; around base
GROUND GRADE
slub.Controctor shall verily d basements ore Post 1 1 LF 1/2' rebar to be installed thru $E IE 81 barrel , 6 Gate valve
r � 0
I required and provide suitable connections.
j CMP 3 orches from RCP. DTOIn
1 !
CMP to be 1 size less than RCP.
DISK OR OTHER
Number of slots = 4 slots x die. of RCP Conc• biOCk 8" Main
STOPPER SEALED In PLACE lin feel) -
per lined foot of CMP Conc. pod LV
N-
6" PIPE �,
End 4' of CMP to be wrapped' 6" hyd, branch
with filter fabric.
---- eanetrut:tlan of A Straw Ba,. Barrier HYDRANT DETAIL
ALL PIPE EXCEPT RISER PIPE SHALL De LAID TOA
TEMPORARY OUTLET STRUCTURE
UNIFORM GRADE OF AT LEAST 1/0" PER FOOT.
UNLESS OTHERWISE NOTED ON THE PLANS. t
,. inav 6.-14AA/ 5
.r..rr .� vo
5 s•�.
RISER PIPE, WHERE REQUIRED, SHALL BE acts rwo
.w0 r*ee w,o77V I/R�oO ovt .rreEL I'r.Kfrj ifet /•Irl.
It ne�ICw Oi a drita w
LAID ON 40' SLOPE.
I,
10
1 w�,tf .� 1•
• I i Tlvi.vs T
i�
1►!L[T i k.
l � E
PROPER CURVE SHALL BE USED FOR ALL f Placement And Construction Of A Synthetic Filter Barrier
\ ABRUPT CHANGES IN LINE AND GRADE LNIT 07 _-
fl
Tr- `b�,,1'{ ! ML m
\ sU r to i l
�v„cc
aFw R l P x 4' SLOT TYP. i y ms-W.� ,'.v �a'�"� /� i
\ \ SLOTTED RISER /�' �' 11 3 d••�,V�y i a t
a�tirwT�D su'ir•-
•j1 , _Cer/0 Zf/i ANO W/it� ST,r•q� TNC
to
I , I 1 OI i I 1 1 meters yr ni+ es► . 1
-0164V,4 r� .r ,■ss�A v 2 wets .. sew
�iClAf; rz�
U Lri I rt N �e U rl ►, w
t1 4�`r't Typical I , I I rx�� cr
4i' ikkl
�• � I i t t TXE+tfe'
LATERAL CONNECTION DETAIL 24 rL ► -�
6
,
t2e Ile ,Fill I '
rum
PROFILE VIEW ? nl
3'min
t I I ►
TEMPORARY SILTATION SUMP W/ RISER DETAIL
iia I!S t Figure 5-381 Placement Of Straw Bales For Channel Flow I M7AWw/rte I �"�'�r�
- - i _ i •4s.,rivs,wo e,ru✓.Irro.X�.' _
itis /n d����
Pic osc� td v ,� _� — n►� nres.�.+- ca+D ��
vcmcn�
p 1 boy. Seasonal Soil Protection Chart 1
p I _ Ditch
4 1 1
5
Stabilization
�.
Practice, Jon Feb. Mor. Apr. May June July Aug Sept Oct. Nov. Dec L___ J
e
:+.-------------------_----------_-__ ______----_ ���_.��__
2'Min. Permanent A ////1////n—e'i/► la o a p (e I /,r,..�:& -.r
T—
Seeding 7
ND TE o `.,
Dormant
Doce 9 i�� ' ie�
Soley br�--------------------------------------- PLAN VIEW
The con/roclor s,(� o// be owore Temporary C--, D---, --
��f If the fop o1 >he t7Cnch iS Seeding
within 5 /' e l ,pf" fhe 0rcpos6d
7rvfvr bock o/'curb /hof oronulor-_---------- ----
bockf/// shot/ b �food i,S ;-,he- r--------- - - - - -- - - -- ��� .
� Few e•//,//I/////.r, ------ � 6
er�ovofjon�c7�n�tornoocledoer Edi"g __________ - TEMPORARY SILTING PIT .� _ �� -----� v ErEvrfr/civ '
D O. T. S-rerl lOf/OnS for Svch oreeS. Geotextlle 0.25 SYD 1' Dia. Washed Gravel
a °ss .P,0• • eD g (Periodic ClearingRequired)
i
1 1 sr•.st rr..v .tri-r •
n/S d"s/ance w/ t/ be checked of ab `3 0a Qq $ e� e� • C 9. 0 3 • v• • ° - o• M,Icn,n- _ - - - - - - _ - - - - - - - - - - - - - - - - - - - �' vA'7G�1 —
rondom infPrvo/s dvr/n9 the Filter Fabric e6 ub d°o: `fit------- - - �'^"'''s"`�"
d0 as A ■ Kentucky Bluegrass 40 lbs/ocre, Creeping Red Fescue 40 ;bs/ocre,/'
cons lruef/'on. 112• Wire Mesh e,� pe plus 2 tons straw mulch/ocre, or odd Annual Ryegross 20 lbs/ocre i - --
io * °e salad, B • Kentucky Bluegrass 60 IDs/ocre; Creeping ° Backf0 r g ping Red Fescue 60 IDs/ocrl
d plus 2 tons straw mulch/ocre,or odd Annual Ryegross 30 lbs/ocre
Revisions and Dates: Designed by: vR� Title:
• C Springpots 3 bushel/ocre.
Top of Pavement` D • Wneot or Rye 2 Dusnet/ocre. �15rEq t✓
3-2Q 93 re cc •• Ov Ic Q� F� FZ
Drawn by: N 0.
E ■ Annual Ryegross 40lb, /ocrr. (I ID/1000 sa It.) y'f S ry u D r � 441
8 nc�i .
C G�dG „l �` Mesh and Fabric to extend 1' beyond edge of Wet In alit directions. F • Sod S
C D y �
STATE OF
�� Straw Mulch 2 tons/ocre. Checked Mid States Engineering, DETAILS
��,y�°� 501 Congressional Blvd., Suite 110
C Qi wi h S0 CURB INLET PROTECTION ./I,. Irrigation needed during, Juni, Jul,, anal $epttmber. SU
(For inlets draining directly to creek) e. trrrgot on Welded for 2 to 3 .etss otic• applying sod IMs� �A . Carmel, IN 46032
no ica/cAppinlrved 317-843-5080
Date , 8, 19ry3 Scak: - Job No.: 114-05221-be No.: Shett no.: 51 of 52
ly
--- --- - h
.._. - _ _ __..-_.__— _. _. ...`_.-.�. __..._.. .. .—.. -_ ._.._..-........,r. �. .--�......:.-- `.— ._ __ --.. ,.-�-` .. ";,� - .,. ,. ,„,. , ....-___"_—_ --_. _—,- ._. -.... .-..,.....w.w.....a -. ..-^••'+'c. ...C. _../Yrs..-'4.+. u< — ..._ . _-.—....i.- -. - -__ __. _.-_.......,�_ _•
# -rs
a3�t �
MAI
31
t�
51
7
A
I _ 13 ! C I D I E ! F I G I H I I I J I
om
l R/W W
2"21 i
' ' I
12� 10 13' 15 ` I 13, /S ` 12'
i I
' I I. / 3• 13'
4 - 1 Max:
%" ft. min.
1/4 per ft. I/4�er f �-
.r
' Conc. Roll Curb Conc. Walk ( See Rona )
a Gutter
(N3L'rBinder se *11912
9„ Cio,p., tcd #53 Aggregate I
Note: Tack coot is req*d. between each layer
of bituminous materiol. (Material 81 melhoda
of construction in accordance with section
409 of the Standard Spaca.)
Alternate pavement material shall be 6"
I plain concrete cement on prepared subgrode.l
TYPICAL STREET CROSS SECTION
_ - ----
yo'
EAE - w SIDEWALK SURFACE
w1 See Plans for
24'
I Type of Costing
Sea plans for
\ CONC CURB location of romp. Max. 12" Brick
Side slope varies
uniformly to a I
maximum of 4•/ft.
/(��\�� ° of gutter line. .. Sidewalk
\U/\///� , p� p a ' Class A
\\i/\
a Concrete
o 00 o oSUBGRADE AGGREGATE
0
o 0 • o a0 o o oo
I
DEPTH VARIES ■ B B Place ex inion oint
0 °° ° o Mgximv M romp slooe,l /ft Do J
° °° ° ° ° r C Ramp at bock of curb line I
6 ° .0 '° a ° a I or of sidewalk line.
° ° ° a\/ C
°o °o o °o
°o o o 'e '. 0 : o \
° a°o
a °o 'v a
18 WASHED GRAVEL /\ °ooe o00 e
oe ooo° A Mon View
OR CLASS •A' ��\\� '. o '. o ' o '° o '° o t I
WASHED STONE \\//` °o eo'o o'oo Pavement Ramp S;deiA,a rk1 r
24
..
POND
.r•.'
SECTION
i
2" Pipe Diameter 12"
•W
2• f
Min. Min.
16'
Grout
3/8~ Checkered
vl
21•
24•
Reducer Cap
(See Detail)
6"Conc.
Recast or Poured
Permissible.
'Lle Class "Aw
f Concrete
00 + 1 1 NOTE: Steps to -be installed if depth
o
4-
1 exceeds 31.
3 3' Section A -A
vim. o( Vo r. I MANHOLE TYPE 'B"
MIN MIN d = PIPE DIAMETER
-- ----I i Lj. - _-F
NOTES 12 MIN.
18' MAX MIN. 6• SUB SURFACE DRAIN
Installation of underdran shall conform to section 718 of the Indiana Deportment Of Tronportahon I Contraction joint (typ)
Standard Speuficolions. Section B -B
TAPE
Underdrans shall not be installed until final grading and compaction s completed on subgrade. a EASEAT T
LINE
Any contamination of underdrain bocklil shall be removed prior to installation of aggregate base. Seel,on C -C
Underdrains shall not be nstolled until utilities located beneath the underdroms are in place, , 1--d Ace.
(i.e. watermains, storm sewers, sanitary sewers. ecL)
HANDICAP RAMP
Port
PIPE UNDERDRAIN I
to I
Outlet Pipe
6" ---
NOTE:
Class A Concrete
See Plans Precast or
For Type Of O" 2 2" "
i Casting t- 6 Poured In Place
� C
441,
O
-- -- , g 6' Pipe r
r
��� I Underdron r
/ao o/ Cu�D PROPOSED GRADE ;1� o
/ i • o.
ppverrKn/ o G✓Cci.b' of
S� • o'.• .1.•�. ;..� •a. .s f
// /77 r ►KITE ► • ----1L
j• CrPo-s/o� Joii7/s //DiaSvciec CY?�/max/ipi7JO�n/_3 T .2. o s 1r I .row%iry r11w'nlon To Abo.t (.IQS$ "A" Concrete
wix" 7o er Fiammed Lip- w i
�� 4•CoNt.
NOTE : When built in conjunction with concrete pavement, i torn•ctlonToMawt INLET TYPE
O A
�/'(fcA►C frinlinlrl Iln/iflrliA
Sidew'.lk ellnj bl/A lid" or fjrtt
as shorn on lr lw n f
6"
24"
0
S-•cleW6,1Ic expansion and contraction joints should be placed
Llnlinlrl llnitf/rljA at the sarne location as in the pavement slab. The curb
i and gutter should be tied to the pavement by 1/2" round
deformed bars at about 3 foot intervals. If no concrete
' I" S,.r'fiw.c pavement is being built at the time, the curb is constr- sso no
^' '3" B"ACI&P ucted. Expansion joints should be placed at the ends i MAIN _ -
9*#53 Aggregate of all returns and at intervals not to exceed 100 feet. MIN.A.orE 0.30%
Note: Tack cool it req'd. between •od1 layer Contraction joints should be installed at 20 foot spacing. I
I
or bituminove material
CURB JOINT DETAIL TYPICAL SSD CONNECTION TO INDNIDUAL LOTS
CROSS SECTION A -A
NOTE: "
Expansion joints ore required of -1
intervals not to exceed 100, and
at all returns. Contraction joints
{ Topsoil should be installed a1 20'spoeing
in ' yevc
<.. 4..: tip. 3/4Co
" ¢ ti
t—
j Suitable:-- '':` v Topsoil Low
I Backfin a ;;
Com C1ed y ''� o a, • tD '•'? r ' 0' PoIrrf
In 4 Ur,f is
i
Bockfill in
6 1/4' #53 A99
COMBINED CONCRETE CURB a GUTTER CD
(TYPE II) 6 112' #53 Agg.
" "
2.4
1
NOTE:
Expansion joints ore regiired at -I CONCRETE ROLL CURB 8► GUTTER
Intervals not to exceed 100', and
of oll returns Conlroclion joints
should be insiolled of 20'spocing
2'
C
Topsoil
-TA 12
Backfill o x`�. '�•' r r.►''`_ -_' j (,
Ao a �• � � .D�-off o,, �V
-� 7" #53 Agg.
SPECIAL CURB AND GUTTER
3 -2 P2
POND
1y4 ",r /B „Notch(TfA)
SECTION
i
V
•W
2• f
rte'
16'
Concrr/e Wolk
3/8~ Checkered
floor P/ole
21•
24•
Concre/e Wolk
. .• : • ...
i
Transverse joints shill
be cut
Undcrdr�in
-
"min.
6
with a ,pointer having a
radius
a
36
21
16
9
Of 1/4 and filled with
6
36
rt E
24
16
r
preformed joint filler.
Inlsf T pc ° B4
»
,Q
=
(NI Ste!()
12
16
8 1
6•
CL
3,-0 max.
_
C\JF
6
, "
6'-0" Between TronsveTse
Joints
CO
_
C\)
Deioi/ - Under
..•
Side walk
Drain
. /'
stole:/"- 0.
48"-0" Between Exponsion
_ _ .. _,.•aril» .. �... - -- _ _
---
BY aRW
DANCE a r a•. I
27'-0" MIN,_ _
- -- —
HAMILTON COUNTY HIGHWAY STANDARD CRQS.�-SECTION
COLLECTOR STREET w /Q CURB
VARIATION FROM THIS SHALL BE APPROVED IN WRITING BY COUNTY ENGINEER.
•+ 5'-0" WHERE REQUIRED BY ORDINANCE.
.�• ACTUAL WIDTH TO BE BASED ON HYDRAULIC REQUIREMENT OF SPECIFIC SITE,
_ Normal Pool
Safety Ledge ,Z 3; S
r Slope Minimum Depth 8'
S' Bottom
No SCALE
I
I
w STEEL FENC.EPOST
(tbr litimporory Dinowt1iao
I
i
SET Fu151t W/ FINISH EAST JORDAN CASTING 1570 or EQLIAL + InII
GRADE —� r'—
j
A • • W'�• �•
TE •• �'••� A.• •�
• ,d ti
TYP. • • A �. • '
I
W1c1 Pip
l
W Class A Concrete
zPrecast or Poured In Place
DrECTIiOW Sit Pltns
�CAP - For Tpt It �s� z� " ,,s•�
a.1x 6"x 6" TEE ! G S I I n 9
I
�----
24 i
Y
SUBSURFACE DRAIN(SSD) RISER DETAIL - v
NO SCALE
[ iP Ra/ �/0cItC Crlt
s c c -h'o h
)r
>e V✓..1l
Un irdrtin '
I
1
•• ., a •'e . ••,..�•. !
Gl�ss'A' �tntrt4�
i
Inlif Type ° e"
PIPE PAY
i - LENGTH
r I i1 L
IrGALVANI ED STEEV
r �
A
PLAN VIEW END VIE`
I DETAIL— METAL END SECTION
` NOT TO SCALE
K Pool
Sheet No.: Of:
SiFor T ins
Fort
GtS��n9
Inll
Uu4ld Pip
I 1
i . t Class A Concrete
:ast or Poured In Place
N
ZZ
6" PiFt f
Wild '
•.,•r a •) t
Gliss'A' �>!ncrtlt
Mvlihi d)
Inlef Typc °A a
(Nf Scl,l)
Sit FS
For T Ittn�>f
Gtslyny--
o�
•. —CED
slop*
it Fl 11 S1 2 y
J"
• III '
A Plata
kinctar
Computed Length 11 END SECTION =
Pay Length of Culvert LENGTH L �
i0 6411116"•— '7
SIDE VIEW
Uu41cf Pipc
Wt: Class A Concrete
Precast or
Poured In Place
POND
CROSS
SECTION
i
V
•W
2• f
12•
16'
�
Note:
6•
21•
24•
1516
6' Pip( '
i
Transverse joints shill
be cut
26
Undcrdr�in
6
6
with a ,pointer having a
radius
a
36
21
16
9
Of 1/4 and filled with
6
36
rt E
24
16
r
preformed joint filler.
Inlsf T pc ° B4
»
,Q
=
(NI Ste!()
12
16
8 1
SI 1
CL
36
_
C\JF
r
'0 O
, "
6'-0" Between TronsveTse
Joints
CO
_
C\)
o
-x
48"-0" Between Exponsion
Joints (Max.)
•
.. '
yr �
- - .'
`,-. n• , �..' _ � --i ..
� ,,.
Compacted
SI rods
CONCRETE WALK SECTION
No SCALE
I
I
w STEEL FENC.EPOST
(tbr litimporory Dinowt1iao
I
i
SET Fu151t W/ FINISH EAST JORDAN CASTING 1570 or EQLIAL + InII
GRADE —� r'—
j
A • • W'�• �•
TE •• �'••� A.• •�
• ,d ti
TYP. • • A �. • '
I
W1c1 Pip
l
W Class A Concrete
zPrecast or Poured In Place
DrECTIiOW Sit Pltns
�CAP - For Tpt It �s� z� " ,,s•�
a.1x 6"x 6" TEE ! G S I I n 9
I
�----
24 i
Y
SUBSURFACE DRAIN(SSD) RISER DETAIL - v
NO SCALE
[ iP Ra/ �/0cItC Crlt
s c c -h'o h
)r
>e V✓..1l
Un irdrtin '
I
1
•• ., a •'e . ••,..�•. !
Gl�ss'A' �tntrt4�
i
Inlif Type ° e"
PIPE PAY
i - LENGTH
r I i1 L
IrGALVANI ED STEEV
r �
A
PLAN VIEW END VIE`
I DETAIL— METAL END SECTION
` NOT TO SCALE
K Pool
Sheet No.: Of:
SiFor T ins
Fort
GtS��n9
Inll
Uu4ld Pip
I 1
i . t Class A Concrete
:ast or Poured In Place
N
ZZ
6" PiFt f
Wild '
•.,•r a •) t
Gliss'A' �>!ncrtlt
Mvlihi d)
Inlef Typc °A a
(Nf Scl,l)
Sit FS
For T Ittn�>f
Gtslyny--
o�
•. —CED
slop*
it Fl 11 S1 2 y
J"
• III '
A Plata
kinctar
Computed Length 11 END SECTION =
Pay Length of Culvert LENGTH L �
i0 6411116"•— '7
SIDE VIEW
Uu41cf Pipc
Wt: Class A Concrete
Precast or
Poured In Place
PIPE
DIA.
GA.
1' f
•A•
I' f
•B•
(MAX}
N
V
•W
2• f
12•
16'
�
6•
6•
21•
24•
1516
6' Pip( '
i
8
6
26
Undcrdr�in
6
8
10
6
•
36
21
16
9
12
6
36
42
24
16
10
Gliss'A' �tncrtll;
Inlsf T pc ° B4
41
4R
30
(NI Ste!()
12
PIPE
DIA.
GA.
1' f
•A•
I' f
•B•
(MAX}
'H•
1• f
?/2
1 /2• f
•W
2• f
12•
16'
6•
6•
6•
21•
24•
1516
Date �,�p 8, 1993
7
8
6
26
30
6
8
10
6
31
36
21
16
9
12
6
36
42
24
16
10
13
6
41
4R
30
14
12
16
8 1
SI 1
60
36
14
14
19
9 1
60 1
72
Revisions and Dates:
Designed by:
���TEgF �
No.
50441
$TATE OF
l 'AVOtp 4 �`
Mid States Engineering, Inc.
501 Congressional Blvd., Suite 110
Carmel, IN 46032
317-843-5080
rtte:
DETAILS
3 -25 -?3 Rev T 'Tr Q C oxx.0
ar•/
Re V"' S c b S3 /q o
Drawn by:
/ r S
Checked by:
Date �,�p 8, 1993
s�•It: toe no.:114-0522r„e� no.: sneer r+o.: 52 of. 52
I�
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3
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