HomeMy WebLinkAboutSection 3 WindemereLOCATION MAP
lNnFY
JAN 1 v ;994
SHEETN0.
DESCRIPTION
I
2
COVER SHEET
SITE DEVELOPMENT PLAN
3
EROSION CONTROL PLAN
4
STREET PLAN 8 PROFILES
5 _-STREET
PLAN 8 PROFILES
6
SANITARY SEWER PLAN 8 PROFILES
7
SANITARY SEWER PLAN 8 PROFILES
STORM SEWER PLAN a PROFILES
9
STORM SEWER PLAN 8 PROFILES
10
CONSTRUCTION DETAILS
11
CONSTRUCTION DETAILS
12
CONSTRUCTION DETAILS
REVISIONS
SHEET NO. DESCRIPTION
3812 PER SOIL 8 SURVEYOR COMMENT 1/27/93 WAB
II REV STREET DETAIL 2-2-93 LMC
1011 !!EV SPEC. 8 BEDDING DETAIL 2-15-93 LMC
All
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WINDEMERF
SECTION 3
Developed by0
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POO* BOX 649
CARMEL,INDIANA 46032
Phone: (317)..846.2555
PLAT MAP
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SOILS MAP
DESIGN DATA:
HIGH GROVE 1387.75 L.F.
CHARTER OAKS 204.34 L.F.
21 LOTS
15,202 AC.t
1.38 LOTS /ACRE
Propw*d by;
STOEPEL WERTH 4 ASSOCIATES INC.
9940 A1jj30NvjL j ROIL
P.O. BOX 509007
1NDiAN�9 W ANA 46250
PHONE: (317)-849-5933
CERTIFIED BY:
DAVID J. STOEPPELWERTH DATE
Professional Engineer
NO. 19358
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TYPE
LEGEND
INVERTS
846
EXISTING SPOT ELEVATION
866.80
857.35 (N)(S)
858.65 (SW)(E)
EXISTING CONTOUR
MANHOLE
867.00
858.89 (W)(E)
I
rA1-; .-:C)
EXISTING STORM SEWER
859.42 (N)(E)
860.00
ix= -
EXISTING SANITARY SEWER
850
----4
EXISTING GASMAIN
859.18
_
4' SIDEWALK BY HOME BUILDER
864.80
-
UNDERDRAINS CONTINUOUS CONNECT
YARD INLET
863.90
INTO STORM CASTINGS ONLY.
853
722
PROPOSED SANITARY SEWER
860.30 (W)(E)
ss2
PROPOSED STORM SEWER
864.30
860.39
855
MANHOLE
867.80
PROPOSED FLOW LINE
856
ass
PROPOSED CONTOUR
859.13
857
PROPOSED 4" S.S.D. LATERAL
865.41
.F.G. 867.2
MINIMUM FINISH GRADE
CURB INLET
865.41
BY HOME BUILDER
859
Jjtjwr�
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PROPOSED GRADE ELEVATION
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/ tX. SAN! IAkY MANHOLE
7.C. -864.4i
EARTHWORK:
1. EXCAVATION
A. Excavated Material that is suitable may be used for fills. All unsuitable material and all surplus
excavated material not required shall be removed from the site.
B. Provide and place any additional fill material from off site as may be necessary to produce the
grades required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the source
approved by the Developer. It will be the responsibility of the Contractor for any costs for fill needed.
2. IOVAL OF TREES
A. All trees and stumps from area to be occupied by a road surface area.
3. PROTECTION OF TREES
A. The Cuntractor shall, at the direction of the Developer, endeavor to save and protect trees of value
and worth which do not impair construction of improvements as designed.
B. In the event cut or 611 exceeds 0.5 foot over the root area, the Developer shall be consulted with
respect of protective measure to be takes, if any, to preserve such trees.
4. REMOVAL OF TOPSOIL
A. Removal of topsoil to a depth of 6 inches (or more if required by Engineer) from all areas to be
excavated or filled. Topsoil should be stored at a location where it will not interfere with construction operations.
The hveoil shall be free of debris and stones.
S. UTILITIES
A. . Rubs and regulation governing the respective utility shall be observed in executing all work under
this section.
B. It shall be the responsibility of the Contractor to determine the location of existing underground
utilities 2 working conditions of active utilities. For utility locations to be marked call Toll Free I -B00-382-5544
within Indiana or 1-800-428-5200 outside Indiana.
C. The Engineer shall not be responsible for any damage caused by an erroneous location shown or
by the omission of utility location on these plus.
6. SITE GRADING
A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area
to subgrade as shown on the drawing.
B. The tolerance for paved areas shall not exceed 0.10 feet above established subgrade. All other
areas shall not exceed 0.10 feet plus or minus the established grade. Provide roundings at top and bottom of banks
and other breaks in grade.
C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so
that field measurements and spot elevations can be verified by the Engineer. The Contractor shall not remove his
equipment from tate site until the Engineer has verified that the job meets the above tolerance.
STORM SEWER TABLE
STR. NO.
TYPE
TC\RIM
INVERTS
846
MANHOLE
866.80
857.35 (N)(S)
858.65 (SW)(E)
847
MANHOLE
867.00
858.89 (W)(E)
848
YARD INLET
861.50
--------
859.42 (N)(E)
860.00
849
METAL END SECTION
850
YARD INLET
861.90
859.18
851
MANHOLE
864.80
858.08 (N)(S)
860.24(W) 860.91(E)
852
YARD INLET
863.90
861.50
853
CURB INLET
864.30
860.30 (W)(E)
854
CURB INLET
864.30
860.39
855
MANHOLE
867.80
858.39 (N)(W)
859.00 (SE)
856
YARD INLET
861.10
859.13
857
CURB INLET
865.41
859.44 (N)(S)
858
CURB INLET
865.41
859.52 (N)
860.40 (S)
859
Jjtjwr�
YARD
0�INLET
862.80
861.001i
NOTE:
CONTRACTOR SHALL NOTIFY STEVE KALK OF INDIANA GAS CO.
Q 776-5594 FOR LOCATION AND VERIFICATION OF DEPTH OF
EXISTING GASMAIN PRIOR TO ANY WORK BEGINNING.
FUTURE SECTION 4
SCALE: I"=50'
FUTURE SECII-ON-S
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TBM#1 Top of Harrison Monument at North Quarter Corner Centerline 106th Street.
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Elev. - 864.74
$ANS 24" Elm, approximately 300' North of Main Building an approximately 60' West rf
of Esst Party lino (R.R. spike N.W. side 12" High)
Elev. - 867.28
SAN6 24" Oak, approximately 130' North of South property lint, 200' East of West
property lies (R.R. spike South side 12" High)
DAVID . STOEPPELWERTH DATE
Professional Engineer
Filey. - 869.57
NO. 19358
SANT 40" tree, approximately 25' East of West property line and 30' North of North
face of horse stables extended. (R.R. spike North side 12" High)
Elev. - 860.49
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Soil "go Control Swum=
The following is a list in sequence of construction activities to control soil erosion:
1. Contractor shall install sediment traps and straw bale filters, as shown.
2. Grade the site (sides of swales, nwunds and ponds to be seeded and mulched immediately
upon completion). Temporary seeding shill be rwomnmxled for all swales and disturbed
areas that cannot be final seeded within a two week time period that will prevent slope
erosion. For temporary seeding, the contractor shall utilize a fast growing seed of either
oats, annual ryegrass, wheat or rye depending on time of year. Disturbed areas should
be kept to a minimum at all times.
3. Contractor WPM control nod accumulation on all streets surrounding project by installing
stone surface at all locations where construction traffic leaves the site. Dust shall be kept
to a. minimum by utilizing sprinkling, Calcium Chloride, Vegetative cover, spray on
adhesives or other approved needs,
4. Main all fillers and traps during construction to prevent any blockages from
accumulated sediment. Additional seeding and straw bales may be required during
construction as specified by Engineer or Soil Conservation Service. Payment for
addihonal straw bales shall be at the Contrsators expense. Payment for additional rip rap
(not shown on plans) and seeding shall be paid for on a unit beau.
S. Contractor shell install all sanitary sewers, storm sewers, subsurface drains, and water
mains. Straw bale filters shall be installed at all storm inlets (including street inlets).
ftM4 WM
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Seeding 52ecr ticati ons:
1.Ditch Banks: shall be seeded and covered with North
American Green fiber blanket #S15O (or Equal) or Hydroseeded
with straw mulch. The Contractor shall follow the
manufacturer's recommended guidelines for installation and
staple patterns when installing the fiber blankets.
Seeding rate: 110#/acre or 2.50/1000 S.F.
Seeding mixture: 38% Kent. 31 Fescue
19% Perennial Rye
19% Annual Rye
14% Orchard Grass
10% Kent. Bluegrass
2. 4" of topsoil (minimum) shall be placed prior to
permanent seeding.
3. If grades are established between May 15 and August 10,
a temporary seeding consisting of 401 of Annual Ryegrass
shall be planted per acre.
4. If grades are established between October 15 and
December 30, either Rye (grain) or Wheat may be used at the
rate of 2 bushels/Ac. All grains should be mowed prior to
seed maturing.
5. If temporary seeding is established prior to permanent
seeding, the mulch may be eliminated except in "bare" areas.
6. If grading occurs during December, January, or February,
no seeding to take place until spring planting time.
Temporary straw bale dam to be removed during blanket
installation.
Denotes seeding & mulch areas
i
Seeding rate: 130#/acre or 30/1000 S.F.
Seeding mixture: 25% creeping red fescue
35% perennial rye
40% Kentucky bluegrass
Y YYY Denotes seeding w/fiber blanket #5150 by North American Green or
Hydro seeding.
YYY Seeding rate: 110#/acre or 2.5#/1000 S.F.
Seeding mixture: 38% Kentucky 31 fescue
19% perennial rye
19% annual rye
14% orchard grass
10% Kentucky bluegrass
Denotes permanent seeding.
.\.\ Seeding rate: 50#/acre
Seeding mixture: 100% perennial rye.
SCALE: I"=50'
THIS SHEET TO BE USED
FOR EROSION CONTROL ONLY,
EXISTING SPOT ELEVATION
EXISTING CONTOUR
�- -a EXISTING STORM SEWER
- = EXISTING SANITARY SEWER
EXISTING GASMAIN
4' SIDEWALK BY HOME BUILDER
UNDERDRAINS CONTINUOUS CONNECT
INTO STORM CASTINGS ONLY.
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
" PROPOSED FLOW LINE
PROPOSED CONTOUR
PROPOSED 4" S.S.D. LATERAL
F.G."T MINIMUM FINISH GRADE
BY HOME BUILDER
PROPOSED GRADE ELEVATION
Soil "go Control Swum=
The following is a list in sequence of construction activities to control soil erosion:
1. Contractor shall install sediment traps and straw bale filters, as shown.
2. Grade the site (sides of swales, nwunds and ponds to be seeded and mulched immediately
upon completion). Temporary seeding shill be rwomnmxled for all swales and disturbed
areas that cannot be final seeded within a two week time period that will prevent slope
erosion. For temporary seeding, the contractor shall utilize a fast growing seed of either
oats, annual ryegrass, wheat or rye depending on time of year. Disturbed areas should
be kept to a minimum at all times.
3. Contractor WPM control nod accumulation on all streets surrounding project by installing
stone surface at all locations where construction traffic leaves the site. Dust shall be kept
to a. minimum by utilizing sprinkling, Calcium Chloride, Vegetative cover, spray on
adhesives or other approved needs,
4. Main all fillers and traps during construction to prevent any blockages from
accumulated sediment. Additional seeding and straw bales may be required during
construction as specified by Engineer or Soil Conservation Service. Payment for
addihonal straw bales shall be at the Contrsators expense. Payment for additional rip rap
(not shown on plans) and seeding shall be paid for on a unit beau.
S. Contractor shell install all sanitary sewers, storm sewers, subsurface drains, and water
mains. Straw bale filters shall be installed at all storm inlets (including street inlets).
ftM4 WM
u.v . n" vn..1 I L.IwG
Seeding 52ecr ticati ons:
1.Ditch Banks: shall be seeded and covered with North
American Green fiber blanket #S15O (or Equal) or Hydroseeded
with straw mulch. The Contractor shall follow the
manufacturer's recommended guidelines for installation and
staple patterns when installing the fiber blankets.
Seeding rate: 110#/acre or 2.50/1000 S.F.
Seeding mixture: 38% Kent. 31 Fescue
19% Perennial Rye
19% Annual Rye
14% Orchard Grass
10% Kent. Bluegrass
2. 4" of topsoil (minimum) shall be placed prior to
permanent seeding.
3. If grades are established between May 15 and August 10,
a temporary seeding consisting of 401 of Annual Ryegrass
shall be planted per acre.
4. If grades are established between October 15 and
December 30, either Rye (grain) or Wheat may be used at the
rate of 2 bushels/Ac. All grains should be mowed prior to
seed maturing.
5. If temporary seeding is established prior to permanent
seeding, the mulch may be eliminated except in "bare" areas.
6. If grading occurs during December, January, or February,
no seeding to take place until spring planting time.
Temporary straw bale dam to be removed during blanket
installation.
Denotes seeding & mulch areas
i
Seeding rate: 130#/acre or 30/1000 S.F.
Seeding mixture: 25% creeping red fescue
35% perennial rye
40% Kentucky bluegrass
Y YYY Denotes seeding w/fiber blanket #5150 by North American Green or
Hydro seeding.
YYY Seeding rate: 110#/acre or 2.5#/1000 S.F.
Seeding mixture: 38% Kentucky 31 fescue
19% perennial rye
19% annual rye
14% orchard grass
10% Kentucky bluegrass
Denotes permanent seeding.
.\.\ Seeding rate: 50#/acre
Seeding mixture: 100% perennial rye.
SCALE: I"=50'
THIS SHEET TO BE USED
FOR EROSION CONTROL ONLY,
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DAVID J. STOEPPELWERTH DA E
Professional Engineer
NO. 18358
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DAVID J. STOEP ELWERTH DATE—
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Professional Engineer
Mo. 190f8 = i
NO. 19358
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CONTRACTOR SHALL BE RESPONSIBLE TO STAMP AN
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SANITARY SEWER LATERALS CROSS STREET.
FULL DEPTH GRANULAR BACKFILL SHALL
INSTALLED ON ALL SEWER LATERAL STREET
CROSSINGS 8 COMPACTED PER I.D.O.H. STANDARDS.
MIN. SLOPES PER THE TEN STATES STANDARDS
SHALL PREVAIL IN ALL CASES.
CONTRACTOR SHALL EXTEND SEWER LATERALS
THRU EASEMENTS AS SHOWN.
NOTE
CONTRACTOR SHALL NOTIFY STEVE KALK OF INDIANA GAS CO.
Q 776-5594 FOR LOCATION AND VERIFICATION OF DEPTH OF
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DAVI J. TbEPPELWERTH DATE
Professional Engineer
NO. 19358
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DAVI J. TbEPPELWERTH DATE
Professional Engineer
NO. 19358
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DAVI J. TbEPPELWERTH DATE
Professional Engineer
NO. 19358
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SANITARY SEWER SPECIFICATIONS
FOR
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
1, Standard specifications of the Clay Waste District and Indiana DepuLmeat 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 1245413.
3. PVC sewer fittings aJIWI conform to the requirements of ASTM D-3034-89 specifications.
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 1-iarco 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.
17. Backfill around all structures and all cuts under paved areas with granular material.
Trenches opening within 5 -feet of pave 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 o(prints,
im rki;d in red pencil, showing actual sewer location and invert, to include lateral
location, depth acid 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 representative of the Clay Waste District.
I.I. 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 anine-
point mandrel. Proving rings shall be available.
12. All mandrel testing shall be observed by a Professional Engineer for certification and a
representative_ of tib 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 -inch --s
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
shay 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:
Sizefo Piue Minimum Congtructed Slone
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. Stich 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. .
9
FINISH GRADE
C.I. MANHOLE FRAME S GRATE
SET ON KENT SEAL OR EQUAL
JS£ KENT SEAL OR EQUAL
IIETWEEN RISER RING (TYP.)
ADJUST TO GRADE W/ FILLER RINGS
AS REQUIRED (4" MIN 12" MAX.)
(MORTAR SEAL
PRECAST REINFORCED CQNCRETE
MANHOLE CONE MEETING
JC A.S.T.M. STANDARD C-478
-0" DIA. PRECAST REINFORCED
04HOLE SECTIONS MEETING
S.T.M. STANDARD C-478
0 SECTION 720
INSIDE JOINTS SHALL
FILLED WITH PRECOAT
PLUG MATERIAL.
E TO MANHOLE GASKET
STING A.S.TAC STANDARD C-443
U_L BE CAST INTO MANHOLE
:TION AT THE TOE OF
"ACTURIIG GASKET SHALL
DESIGNED TO WITHATAND
lid„ PFS
V V6
16
AANHOLE SECTION JOINT'S
;HALL CONFORM TO A,S.T.M. C-443
V/O RING GASKET BETWEEN SECTIONS
'LUS 1/2" EXTRUDABLE GASKET
KENT SEAL OR EQUAL)
BISMATIC COATING SHALL BE APPLIED
AROUND EACH MANHOLE JOINT FROM
6 INCHES ABOVE TO 6 INCHES
BELOW EACH JOINT,
TOP OF THE BENCH WALL SHALL
BE AT MIN. ELEV. EQUAL
TO THE CROWN OF THE PPE
CONCRETE BENCH WALL
(CLASS ••B'•)
BASE SHALL BE POURED
IN PLACE OR PRECAST
BOTH SHALL HAVE 04
BARS E 12" O.C. EACH WAY.
t t -o
GRANULAR LEVELING MATERIAL 42 STONE)
REQUIRED W / PRECAST BASE 6" INN)
PRECAST REINFORCED CONCRETE MANHOLE
FOR SANITARY SEWER
NO SCALE
MINIMUM WIDTH
25(60).12
j FILL SAND OR EQUIVALENT FROM
SPRINGLINE TO 12•' ABOVE PIPE
48 CRUSHED STONE FROM 6'•
BELOW PIPE TO SPRINGLINE.
__71/2 O.D.
S" MIN.
BEDDING DETAIL FOR RIGID PIPE
NO SCALE
V
MINIMUM WIDTH
Of CRUSHED STONE FROM 6"
BELOW PIPE TO 12" ABOVE PIPE
90'
BEDDING DETAIL FOR FLEXIBLE PIPE
NO SCALE
CONCRETE
CONCRETE ENCASEMENT
NO SCALE
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SANITARY MANHOLE CASTING NEENAH
R-1642 (OR EQUAL) SELF SEALING
WITH CONCEALED PICKHOLES.
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NOTE:
MUST HAVE SANITARY SEWER STAMPED.
ON CASTING. 2" LETTERS RECESSED
FLUSH WITH THE SURFACE.
D x 2 MAX.)
WIDTH
6" PIPE
MON"
11
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45'
UNDISTURBED EARTH
NOTE:
ALL SEWER LATERALS INSTALLED BY
THE MAINLINE CONTRACTOR SHALL BE
BEDDED IN THE SAME MANNER AS THE
MAIN LINE SEWER
SANITARY SEWER SERVICE
CONNECTION
METAL FENCE POST MARKER
MAGNETIC TAPE SHALL BE
PLACED AROUND THE END
Of ALL LATERALS.
BRACED PLASTIC DISK OR CAP.
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PREPARE SUSG49ADE COMPACTEC 1
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NOTE: 0.10 - 0.15 GAL. /50. YD. OF TYPE AE -T
ASPHALT EMULSION TO BE APPLIED
BETWEEN EACH LAYER OF BITUMINOUS
1" sil M.A.C. SURFACE MATERIAL STONE, AND FACE OF CURBS.
TACK COAT (PER ISHA SPEC'$.)
3" #8 OR N9 H.A.C.
BINOI?R'
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STOW BASE (MAX.
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TYPICAL STREET CROSS SECTION
NO SCALE
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PAVEMENT
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PREPARED iIVBQRADE . PREPARED SUYGRAOE
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SCALE- 3/4". 1'-0"
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411
WHITE +� I i 4'X4" WOOD POST
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GRADE LEVEL
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WITH WASHERS
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GRADE LEVEL
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1' X 1' WOOD POST i+ z
/ 4" X 4" W00!! POST
GIMBAL NOTES
ALL wO0 POST AND SUPPRIHIT MEMBERS REF[R TO SECTION Soo of THE INDIANA
SHALL BE PAINTED wITH TWO (2) COATS STATE HIGHWAY COMMISSIONS STANDARD
OF wbQTC PAINT. SPECIFICATIONS AND LATEST ADDITION OF
( LOCATION OF BA**4CAU AS AER PLANUS. INOIAI4A MANUAL Of UNIFORM TRAFFIC
( 4 ftgFLCCTIVE S KETING-TO BE IN OXAMiMG[ CONTROL DEVICES.
WITH I.S•N.C. $TA11eoo SM110IUI'.ATION BK•b • WHEN THE PROPOSED EXTENSION OF THE
rlirf[E I.S.N.C. STA*OAM6 OCT" SIGNS SNT. 3. STREET IS TO BE *)LESS THAN Two (21
YEARS. USE THE SANDBAGS ON POSTS
It18REATER THAN Two l2f YEARS uSE THE
GROUND POSTS.
STANDARD BARRICADE DETAIL
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•a TRANSVEF6£ D.-Ah'SIDIV JZWTS TRANVzRSE GaNTR.9G1/DIV ,IGMV7S
v
•• EXPANSION JOINTS SHALL BE PLACED AT ALL COLD JOINTS
AND ON EACH SIDE OF ALL STRUCTURES. CONTRACTION JOINTS
SHALL BE PLACED AT 10 FOOT INTERVALS.
CURB JOINT DETAIL
NO SCALE
K
SHOULDER, TOPSOIL,
SEED OR SOD, AS k a
REQUIRED TO MATCH
EXISTING.
EWALK, TOPSOIL, SEED
a SOD, AS REOUIRED
TO MATCH EXISTING.
I SHOULDER SECTION I CURB SECTION '
GRANULAR BACKFILL ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SMALL BE
BACKFILLED WITH GRANULAR MATERIAL. WHERE A CUT EITHER
TRANVERSES OR PARALLELS THE ROAD SURFACE, GRANULAR
BACKFILL SHALL RE PLACED IN THAT PORTION OF THE CUT
TME ENTME EXCAVATED AREA WM#N THE NMr-OF-WAY.
STANDARD FULL DEPTH GRANULAR
BACKFILL DETAIL
NO SCALE
COA40ti4CTED &WKJ
LOW POWT
053 STONE
)MPACTED SUBGRADE
CONGRETE ROLL CURB 8 GUTTER
NO SCALE
T
ALL PIPES WITH METAL END
SECTIONS SHALL HAVE
ANIMAL /CHILD GUARD
INSTALLED.
12" ANQ 15" DIAMETER PIPES
SHAD, REQUIRE ONE (1) REBAR.
PIPES LARGER THAN 15"
DIAMETER SHALL REQUIRE
ADDITIONAL REBARS.
WIDTH OF OPENING BETWEEN
BARS SHALL NOT EXCEEDS".
STRW T CONSTRU•CTICIN
1. All new pavemeopenstIruction &W o9m0y with cures HanOwn CAwtty Read
Standards and those of the In dia" poartmW of H*mp (MR), with MpM
to design, materials and notbods o(ew6m.
2. The upper 6 -inches of subgrade shall be coalllpacted to 95% standud pelt
density with proper moisture control.
3. Trenches within the subgrade area shall be backfilled with granular materisd
compacted in lifts to conform .with Section 713.08 of the Swi lard Specificadom.
4. Subgrades & backfilled excavations shall be inspected and tesW by the County
Engineer and approved prior to paving.
S. No traffic will be permitted on the subgra& prior to paving.
6. Proof rolling (if required) *#A1 be done with a rubbor erred roller in accordance
with Section 203.26 of the Standard SpsleifrAtions.
7. Any unacceptable portions of the subgrade must be corrected by the contractor
by methods acceptable to the County Engineer, reinspected and approvad by the
County Engineer prior to paving.
CURB, GUTTER AND SIDEWALK CONSTRUCTION
1. All concrete used to construct curbs, gutters and sidewalks within the street
rights-of-way shall be Class A and slurp be properly cured and protected agai
loss of moisture and extreme tl nperatures by methods &Woved by the County
Engineer prior to construction.
2. All concrete shall be protected from rain damage. Any concrete did by Min
shall be replaced at the Contractor's expense.
3. 1 -inch 'h'ansverse ExpAssion Joists will be nquitl0d At All COW ,prints Aid 00 Owk
side of All inlet struc um. Joists shad be NNW wdk pm"NW joist AUW.
4. Transverse C wtr u tM Joints 8W be NMWW At 104W iuiSenra4s, aid :httgl �►
filled with 1/4-ina plrobrmod joint mA wW.
S. Curbs sW1 be promptly backfilled i w curing protection has been apphad.
Backc&U xMIl be compactsd as soon as pre bW at an eirvatw d*My Above dw
curb. Regrading will be neoesary as dw backfill settler to deem grade ebwe
thi curb.
6. All Aidewalks shall cosfbrm to Secure 604.03 of the SWWasd
Sidewalks will be 4'-0" in width And 4-tnchs Okk map where
driveways they shall be 3 -inches.
I" 011 H.A.C. BINDER
3" #® OR N! H.A.C. BINDER
9" COMPACTED 053 STONE
BASE (MAX. 3" LIFTS)
PAVEMENT COUPW T •ION.
FENCE POST —�
`3"
�I.
FENCE POST SHOULD
RE BURIED •I' BELOIM
GROUND SURFACE.
ANIMAL /CHILD GUARD DETAIL
(NO SCALE)
SILT TRAP SHALL BE
CUT ALONG ALL CURBING
THAT DOES NOT HAVE
SILT FENCE INSTALLED.
USE ANGLE BLADED DOZER Tt
• CONSTRUCT SILT TRAP.
SILT TRAP DETAL
(NO SCALE)
10"
WRIF 01,
�.
WWE
S1.>liil
T1
I
a
��
d
PqV If�NT� BOT70M Of cue --j
•a TRANSVEF6£ D.-Ah'SIDIV JZWTS TRANVzRSE GaNTR.9G1/DIV ,IGMV7S
v
•• EXPANSION JOINTS SHALL BE PLACED AT ALL COLD JOINTS
AND ON EACH SIDE OF ALL STRUCTURES. CONTRACTION JOINTS
SHALL BE PLACED AT 10 FOOT INTERVALS.
CURB JOINT DETAIL
NO SCALE
K
SHOULDER, TOPSOIL,
SEED OR SOD, AS k a
REQUIRED TO MATCH
EXISTING.
EWALK, TOPSOIL, SEED
a SOD, AS REOUIRED
TO MATCH EXISTING.
I SHOULDER SECTION I CURB SECTION '
GRANULAR BACKFILL ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SMALL BE
BACKFILLED WITH GRANULAR MATERIAL. WHERE A CUT EITHER
TRANVERSES OR PARALLELS THE ROAD SURFACE, GRANULAR
BACKFILL SHALL RE PLACED IN THAT PORTION OF THE CUT
TME ENTME EXCAVATED AREA WM#N THE NMr-OF-WAY.
STANDARD FULL DEPTH GRANULAR
BACKFILL DETAIL
NO SCALE
COA40ti4CTED &WKJ
LOW POWT
053 STONE
)MPACTED SUBGRADE
CONGRETE ROLL CURB 8 GUTTER
NO SCALE
T
ALL PIPES WITH METAL END
SECTIONS SHALL HAVE
ANIMAL /CHILD GUARD
INSTALLED.
12" ANQ 15" DIAMETER PIPES
SHAD, REQUIRE ONE (1) REBAR.
PIPES LARGER THAN 15"
DIAMETER SHALL REQUIRE
ADDITIONAL REBARS.
WIDTH OF OPENING BETWEEN
BARS SHALL NOT EXCEEDS".
STRW T CONSTRU•CTICIN
1. All new pavemeopenstIruction &W o9m0y with cures HanOwn CAwtty Read
Standards and those of the In dia" poartmW of H*mp (MR), with MpM
to design, materials and notbods o(ew6m.
2. The upper 6 -inches of subgrade shall be coalllpacted to 95% standud pelt
density with proper moisture control.
3. Trenches within the subgrade area shall be backfilled with granular materisd
compacted in lifts to conform .with Section 713.08 of the Swi lard Specificadom.
4. Subgrades & backfilled excavations shall be inspected and tesW by the County
Engineer and approved prior to paving.
S. No traffic will be permitted on the subgra& prior to paving.
6. Proof rolling (if required) *#A1 be done with a rubbor erred roller in accordance
with Section 203.26 of the Standard SpsleifrAtions.
7. Any unacceptable portions of the subgrade must be corrected by the contractor
by methods acceptable to the County Engineer, reinspected and approvad by the
County Engineer prior to paving.
CURB, GUTTER AND SIDEWALK CONSTRUCTION
1. All concrete used to construct curbs, gutters and sidewalks within the street
rights-of-way shall be Class A and slurp be properly cured and protected agai
loss of moisture and extreme tl nperatures by methods &Woved by the County
Engineer prior to construction.
2. All concrete shall be protected from rain damage. Any concrete did by Min
shall be replaced at the Contractor's expense.
3. 1 -inch 'h'ansverse ExpAssion Joists will be nquitl0d At All COW ,prints Aid 00 Owk
side of All inlet struc um. Joists shad be NNW wdk pm"NW joist AUW.
4. Transverse C wtr u tM Joints 8W be NMWW At 104W iuiSenra4s, aid :httgl �►
filled with 1/4-ina plrobrmod joint mA wW.
S. Curbs sW1 be promptly backfilled i w curing protection has been apphad.
Backc&U xMIl be compactsd as soon as pre bW at an eirvatw d*My Above dw
curb. Regrading will be neoesary as dw backfill settler to deem grade ebwe
thi curb.
6. All Aidewalks shall cosfbrm to Secure 604.03 of the SWWasd
Sidewalks will be 4'-0" in width And 4-tnchs Okk map where
driveways they shall be 3 -inches.
I" 011 H.A.C. BINDER
3" #® OR N! H.A.C. BINDER
9" COMPACTED 053 STONE
BASE (MAX. 3" LIFTS)
PAVEMENT COUPW T •ION.
FENCE POST —�
`3"
�I.
FENCE POST SHOULD
RE BURIED •I' BELOIM
GROUND SURFACE.
ANIMAL /CHILD GUARD DETAIL
(NO SCALE)
SILT TRAP SHALL BE
CUT ALONG ALL CURBING
THAT DOES NOT HAVE
SILT FENCE INSTALLED.
USE ANGLE BLADED DOZER Tt
• CONSTRUCT SILT TRAP.
SILT TRAP DETAL
(NO SCALE)
p CV
0)
>m = W \
•Q }� OD
V
I
SILT FENCE MATEINAL
S1IMAWE
TWT FENCE MATERIAL $00"
�
B" BELOW NM44AI®
r
SILT FENCE DETAIL
(NO SCALE)
�,gTOkFlyrl�
A
%0. lam s
NrAT1E aF
i40MM�
AL E���s�
""go
NO.I,- I
12
�.
T1
I
1�4
d
p CV
0)
>m = W \
•Q }� OD
V
I
SILT FENCE MATEINAL
S1IMAWE
TWT FENCE MATERIAL $00"
�
B" BELOW NM44AI®
r
SILT FENCE DETAIL
(NO SCALE)
�,gTOkFlyrl�
A
%0. lam s
NrAT1E aF
i40MM�
AL E���s�
""go
NO.I,- I
12
ItiJ
4.
Q
I
FMWSN GRADE
11
C.I. MANHOLE FRAME B COVER
SET ON OAKQA4 RING SEAL
ADJUST TO GRADE W! FILLER RW0
AS R€QL*ED (MAX. 16')
CAST ALL" OR FMERiLASS
AA A"LE 3TEPIS SET AT
16" O.C. 3TA66ERIEO.
MF_ETING A. S. T.M. C-470
C
0.30'
PRECAST REWORCED CONCRETE
AIANMOI�E CONE MEETING
ASTM STANDARD C-476
0 -RING GASKET (TYP.)
ls�" C D
GRANULAR LEVELING MATERIAL
RF.OUWED FOR PRECAST WE
(6 MINJ
PRECAST REINFORCED CONC. MANHOLE
FOR STORM SEWER
NOT- R5-3CALE
721"
4'-0"
24"
4'-0
27"
4'_0"
30'
36"
42"
49"
6'-O..
54"
6'-6"
-ALL LIFT HOLES ARE
TO ®£ GROUTED SHUT
CONCRETE BENCH WALL
(CLAS -b "8')
WE SHALL DE POURED
Nil PLACE OR PRECAST BOTH
SMALL HAVE N tAARS AT
I?" O.C. CALM WAY
COWETELY SEAL CAS TIM QEARMKA
SLOWACE *7TH s:1 MIXTUNE Of SAND
AND PQRTLANO CEMENT.
8" PRECAST CONCRETE MATCH CAST" 0PEMWG
MORTAR-
SLOP ?" I 61
CENTER
i
L 111.. ° �'n L •� `
MCHATCAS T09G CPEA" ` °
1� I 6 .4� �: 'b bl
SIDE VIEW TOP VIEW
FRAUE GRATE A CUM
BOX DETA&
3
3 I�
1 r
/ EA" OF XAWETS TO M:
rU MMn DOW AND 0WHEa
MON" 4" Tl e101L SWALE CNANMEL TO ME LINED WITH AN
SI80 ERMUON CONywM M-ANKE E•LYNORTH
AAdAKM WEN OR ApPROVOON
Typ"L SWALE ADTI.TAI L
NO SCALE
' —T-
N
-----may ---.� — u: Sri. No. 1454 1067
R -3501—N NEENAH CURB INLET FRAME,
GRATE FOR SAG LOCATION
NOT- TO -SCALE
I
I � I
I I
I
I
1 I
I
Z' -OM
rn. I
RIP — RAP DETAIL
NOTE: USE ONLY 8 LOCATIONS SHOWN
NORTH OF 106M STREET.
h
W,
EAD SECTICINS AND TOE PLATE AAIGKWS SMALL CONFOMM TO ALL APPLICABLE REOUREMEMTS AS SET OUT W THt
5 TAAWAND 5Pt C4FAU T)ONS.
If ALLYYMA{ ALLOY PIPE CULVERT IS FLM ASMED. ALLIIWIWAt1 ALLOY END SECr"S SHALL ALSO SC USED AAL! ALL
CQM/''Ghr:NT PAMrs SIIAI.L bE ALLIMAUM ALLOY AS scr our w 711E STAAL"w SPECAFKAnoNs.
AIIA. ru-t_L PAM 1, 00"S SIMLL I,A✓C LAP SLAMS IgA(./l WiALL bE TK.►ITLY JOWMV WT11 3/I' DIA GALW W&O
Mlvt Is Cur bGL rs.
IIrt TGE P1 ATr AMC)" SHALL bE CONSTMUCTED Of IO GAGE GALVt% MZED STEEL AAD AYE MEOI.skED ON ALL STEEL
Pira tM, x-CnOM If SHALL ME A{ArCj#4: `PuvCP" TO AAT IDLES w .SKIMP LIP AAO SLIwuCO L0031'COAM'LETE Wgn1
.1/or Uul UALV"MD DOLTS. COST TtafXfOf SMALL Br'' WCLIAXV W THE CONTI(ACT UNIT PtR EACH FON - 'PAr:
t W SLL nw.
wlkMr' VITMAFIEU CLAY CLAVERf ON UST )NON CULWMT IS USED A -IPE END sccTWN' COArANAIc TO T11AT AS WA)ww
.GW A1CrAL (w CONGICTC S/TALL .,c rLft"W,tO AAO S/MLL be A00MOV!-0 by T11E fwAKCK
f W, tXC fl" , wK 1. LOC PAD f GM A r rI{t CGN rMAC r ws f PAaCC CAG" FtW -PIPE CAD SEC TXW CCU*LCM W
)'I. ACE AAAI AQ PTt0
P1AwLEU CLJMMttCn&W MAW NAY BE LASED TO CO AIECT Pre EAp SECTIQV TO HELICALLY C0MUGATED PM[,
7e 0:.
J a [ ,, ,. J_��� ►.
0 y �� i -:i tI[1
I�
POPE aA
"MFOMCED EDGE . J.,
1 I 1 z=j--
1
Ic ro c AIAK
1 I I
[Of PLATE.-—fi,K',oAGDic-`-'1
)GALWJOJ1 lffl 1 PAY LfAKiYIL _ I _ EIIO 1E0710M
CowwTfO LEMTIM L[M6LI L 6
W I w•A N CAiE t'
PLAN VIEW END VIEW SIDLr VIEW , R
NOTE: USE 18" TOE ANCHOR PLATES
METAL END SECTION 8 ALL LAKE INLETS. P
NOT- 70-SGLE
STAMBARO PLAN 341-'02
wwwy ow11 —�
spes+h►'
1. Mockined or non -rocking beorinq .•.
SUrfoces.
s xr
Ne. f
standard bbchwAd
Design Horiao"
Veoicol wt.
f
Peer. D Lbs.
8.1772-C W17'72 -CVM 24th 355 Mftshiasei iiKisGwNl
-Furnished with plobn lid. w"Aor to 11-1706- 1. vf11tD) "0#4" swfe"
R -1772—C MAM4 OLE CASTING BY NEENAH
I
u uJ - -
23
-33
— 23
to
SS
MAI
DnICH GRATECM771W SEMNO QETAILQe
ANGLE FIST STAKE ?*"RD
PREVIOUSLY LAID !NILE
r -
/ 4;
_w rll CMW GAPS
W/ STRAW
r* U
"..WOOD STAKES LX -2.0 ..SECTJON
IN GROU AO
STIRAW BALE" Q�_��.._
TENSION
0 TO BE
LOUSE
MW, 3"WE 0.30%
TYPICAL SSD CONNECTION TO INDIVIDUAL LOTS
NO SCALE
{
,
i'
a
�� fj • �.isfA,�/(
_ i•�s���R ►�•wf"" AYa
�1 r Ti
iyd���•
't,414
-.
SUBSURFACE DRAIN (SSD) RISER DETAIL
2