HomeMy WebLinkAbout025,026-93 Ponds West Construction Plans.2t Q C I D I E I F
G H I I I i R
Sheet No.:
A I V
SITE -WORK GENERAL NOTES AND SPECIFICATIONS
I. GENERAL CONDITIONS
A. Tl.c Contractor shall be responsible for obtaining or verifying [hat all permits and
approvals arc obtained from the respective city, county and state agencies prior to
starling construction.
B. It 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 responsibile 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 irsaecior on the job site at all times during construction.
E. At '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. The 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
trees, 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 coaled thoroughly with an asphaltum base tree paint.
C. AP "uns-J(able 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.
I11. TREE REMOVAL AND PROTECTION
A. Trees shall be removed from the project site ohly in areas occupied by roadway and
surfaced 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 silo 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 arca, the Developer shall be consulted with respect to
prolective measures to be taken, if any, to preserve such trees.
E. Tho Contractor shall be responsible for determining the method of protection of tops,
trunks and roots of existing trees on the project site which are to remain.. Existing
(rc 5 exposed to potential damage shall he 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 11-B.
IV. STRIPPING OF TOPSOIL
A. The Contractor shall verify that all topsoil has been removed in the areas to be
occupied by road, walks and designated building areas. Topsoil shall be removed to a
depth of 6 inches or deeper, if necessary, to assure the 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 sha!I be reasonably free from subsoil debris and stones.
V. GRADING
A. T:z_� 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. Areas 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 lo" 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 beapplied 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 Slope
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.
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 be 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.
H. 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 3/8 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 Underwriters 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 shal! 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 grade as shown on the Site Development Grading Plans.
X. GRANULAR BACKFILL
Shall be inaccordance with I.N.D.O.T. Standard Specifications.
XI. PAVEMENT CONSTRUCTION
A. All pavement construction shall be in accordance with the plans and specifications and
conform to the minimum standards of Hamilton County.
B. 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.
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, rotary 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 specified 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 are 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 scaled 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
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.
41��_ /��,
STRUCTURE DATA TABLE
SANITARY SEWER
Structure Number
Structure Tune
Castro
200-201
Manhole Type"C"
R-1642
202
by others
----
203
by others
----
204
Manhole Type "C"
R -1916-F1
205-200
Manhole Type "C"
R-1642
207
by others
----
208-246
Manhole Type "C'
R-1642
247
by others
----
250
Manhole Type "C"
R-1642
Revlslons and Dates:
STRUCTURE DATA TABLE
"�G�srFq o
y N O. y
SO441 S
STATE OF
lgN'^'o;�`�'.,c,�
SURN X00
Mid States Engineering, Inc.
501 Congressional Blvd., Suite 110
Carmel, IN 46032
317-843-5080
STORM SEWER
2-13 -y3 Rev Sa„ Sewcr S rtes
Structure Number
Structure Tyne
CaslinQ
Checked by:
1
Inlet Type "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 Type "A"
R-4342
20
Inlet Type "A" (modified)
R-3516
21
Manhole Type "B"
R-3516
22
No Structure
23
Manhole Type "B"
R-4342
24
Manhole Type "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
InlelType"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 Scction
----
38
Manhole Type "B"
R -1772-A
39
Manhole Type "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"
R-4342
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
Inlet 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
Inlct Type "B" (modified)
R-3516
79
Inlet Type "B" (modified)
R-3516
80
End Section
----
81
End Section
----
82
Inlet Type"B"
R-3150
83
Inlet Type"B"
R-3150
84
End Section
----
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
Special Structure
R -4216-D
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
End Section
----
Revlslons and Dates:
Designed by:
"�G�srFq o
y N O. y
SO441 S
STATE OF
lgN'^'o;�`�'.,c,�
SURN X00
Mid States Engineering, Inc.
501 Congressional Blvd., Suite 110
Carmel, IN 46032
317-843-5080
Title:
SPECIFICATIONS
2-13 -y3 Rev Sa„ Sewcr S rtes
Drawn by:
Checked by:
,approved by:
- . .. _. .. , ,...,._ . -