HomeMy WebLinkAbout04090012 VOWC Sec. 3004 BLK D - Brenwick Realty, Construction Plans pg. 05DIMENSIONS (INCHES)
a
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
PROJECT NO.:
1238.035
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
GENERAL DETAILS
SPECIFICATIONS
DRAWING FILES:
N: \1238 \035 \DWGS \C801.DWG
SHEET NO.:
C80 .e'
36
21
18
A]
1, D
25
21
48
28
24
48
31
27
60
34
DIMENSIONS (INCHES)
DATE:
9/07/04
PROJECT NO.:
1238.035
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
GENERAL DETAILS
SPECIFICATIONS
DRAWING FILES:
N: \1238 \035 \DWGS \C801.DWG
SHEET NO.:
C80 .e'
36
21
DIMENSIONS (INCHES)
A
(MAX)
B
(I.D.)
C
(MIN)
12
36
18
15
36
21
18
48
25
21
48
28
24
48
31
27
60
34
30
60
38
33
60
41
36
60
44
42
60
50
PIPE SIZE
12 -15"
18" OVER
BEDDING BELOW
0.D. /4
O.D. /4
THE PIPE BARREL
MIN =4"
MAX =8"
c
L
c
c 5' -0" BETWEEN
TRANSVERSE JOINTS
I/L r wrummcv
JOINT FILLER
NIFI „0 -,1
TRANSVERSE JOINT
TRANSVERSE JOINT
1/2" PREFORMED
7 iii i iQ
TYPICAL SANITARY SEWER SPECIFICATIONS
TO BE USED FOR PRIVATE SEWER DEVELOPMENT
WITHIN
CLAY TOVVNSHIP REGIONAL WASTE DISTRICT
REVISED MAY, 2002
1. Standard specifications of the Clay Township Regional Waste District
(District) and Indiana Department of Transportation shall apply for all work
and materials. Pipe shall be d in accordance with Section 715 of
the latest edition of the Indiana Department of Transportation Standard
2. Sarntary sewer pipe shall be PVC in accordance with ASTM D -3034
pipe shall have a grooved bell and
vsket 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 I 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
fabric:oted 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 specifications. ets for elastomeric joints shall be
molded with a minimum cross-sectional area of 0.20 square inches and
specification. conform to ASTM F-477
4, All sanitary manholes shall be "precast concrete" manholes in
acc,ordonce with ASTM C-478 and Section 720. 0 -rings shall conform to
C-4-43 Kent Seal or equivalent II also be applied to all joints and
between riser rings and castin Manhole step spacing shall be no more
than 16- inches. Manholes shall be air tested for leakage in accordance
with ASTM C1244-93, Standard Test Method for Concrete Sewer Manholes
by the Negative Air Pressure (Vacuum) Test.
A Installation and operation of vacuum equipment and indicating devices
rnust be in accordance with manufacturer's recommendations and
performance specifications which have been provided by the manufacturer
and accepted by the Engineer. The vacuum equipment must be capable of
testing the entire manhole, including the casting and riser rings.
B. With the vacuum tester set in place:
1, Connect the vacuum pump to the outlet port with the valve open.
2. Draw a vacuum of ten (10) inches of Hg. and close the valve.
c. Accepted standards for leakage will be established from the elapsed
time for a negative pressure change from ten (10) inches to nine (9)
inches of mercury. The maximum allowable leakage rate for a four (4)
foot diameter manhole must be in accordance with the following:
Minimum Elapsed Time for a
Manhole Depth Pressure Change of 1 Inch Hg
10 feet or less 60 seconds
>10 feet but <15 feet 75 seconds
>15 feet but <25 feet 90 seconds
For manholes five (5) feet in diameter, add an additional fifteen (15)
seconds and for manholes six (6) feet in diameter, add an additional thirty
(30) seconds to the time requirements for four (4) foot diameter
n For at manholes deeper than twenty -five (25) feet. Engineer
will determine the applicable minimum elapsed time.
D. If the manhole fails the test, necessary repairs must be made and
the vacuum test and repairs must be repeated until the manhole
passes the test.
E. If manhole joint sealants are pulled out during the vacuum test, the
manhole must be disassembled and the joint sealants replaced.
F. Manholes will be subject to visual inspection with all visual leaks being
repaired.
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 manhole chimney's including all riser rings shall be sealed using
infi- Shield "Uniband" or approved equal. Prior to placement, the top
4- inches of the manhole cone and casting frame shall be cleaned and
primed. The Uniband shall extend from 3- inches below the top of the
cone section to 2- inches over the flange of the manhole casting frame.
7. 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
shot be 12- inches.
8. 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.
9. 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.
10. 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
the said termination point.
M. All sanitary sewer lines upon completion will be required to pass a low
pressure air test. Said test shall be conducted according to ASTM
1417 -92, and shall be witnessed by an Engineer and a representative of
the District. The testing shall be in accordance with Table 1. Add 0.5
psig for each foot of water above the sewer line being tested.
12. Deflection tests shall be performed on all flexible* pipe after the final
bockfiil has been in place at least 30 days. No pipe shall exceed a vertical
deflection of 5% deflection test results. *The following are considered
!ion 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.
13. All mandrel testing shall be observed by a professional engineer
representative for certification and a representative of the District.
14. 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.
15. 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.
16. Water and sewer line crossings and separations shall be in accordance
with 3271AC 3 -6 -9.
17. Trench shall be opened sufficiently ahead of pipe laying to reveal
obstruction, and shall be properly protected and /or barricaded when left
unattended.
18. 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
in accordance with state and federal laws and regulations (327 -IAC
3- 6 -20). Any pipe entering existing sewers shall be plugged with screw
type mechanical, braced plug until such time as all tests on the sewers
have been completed and the lines have passed all punch lists.
19. At sewer laterals installed by the mainline Contractor shall be bedded
the same as the main line sewer.
20. Forty -eight (48) hours notice shall be given to the District prior to the
start of sewer construction. Also, 48 hours notice shall be given prior to
doing any testing done on the sewer.
21. Manhole castings shall be stomped SANITARY SEWER, Neenah Casting R
1642A or equal and be self sealing type. The casting flange shall be 34
inches and the clear opening shall be 24 inches. Waterproof castings shall
be Neenah R- 1916 -F1 and stamped SANITARY SEWER.
22. the minimum slope for sewer acceptance by the Clay Township Regional
Waste District are:
Size of Pipe Minimum Constructed Slope
8 -inch
10 -inch
12 -inch
15 -inch
18 -inch
0.40
0.28%
0.22%
0.15%
0.12%
23. The Contractor shall provide measurements of the slope of the sewer
for each manhole section as construction progresses. Such measurements
shall be certified by o 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.
24. 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.
25. Laterals are to be traced with a minimum size of 14 gouge wire from
the wye to the terminus. The contractor for the building or home will
extend the wire from this terminus to the building cleanout adjacent to the
building.
Ar
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TRANSVERSE EXPANSION JOINTS
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INLET DETAIL FOR PAVED AREA
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6" "B" BORROW
CURB JOINT DETAIL
30" R.C.P.
(1) LINE 0.116 PIPE
W.W.F.
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PAVEMENT
100'
NO. 3405-A
NEENAH CASTING
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PREPARED SUBGRADE PER INDOT No. 201
CONCRETE PAVEMENT SECTION
cQo
TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
STRAIGHT CURB GUTTER
NEENAH TYPE CASTING
NO. R -3010
BOTTOM OF CURB
STANDARD REINFORCED CONC. BASE
SPECIAL STRAIGHT CURB INLET
TOP OF CURB
0 0 0 0 0 0 o 0 0 0 0
0 0 0 0 0 0 0 0 0 0 O 00 o
6" CONCRETE PAVEMNT
6" GRANULAR FILL (MIN.)
#53 COMPACTED
STONE BASE
FINISH GRADE
INFl- SHIELD 'UNIBAND'
OR APPROVED EQUAL SEAL b
PER SPECIFICATIONS
BUTYL RUBBER COATING
AS PER SPECIFICATION
PRECAST BASE
3" OF TOPSOIL
EARTH
BACKFILL
EPDXY
BONDING
AGENT
EXISTING PAVEMENT
EXTRUDED CONCRETE CURB(Th
2' CONCRETE CHAIRBACK CURB
(WITHOUT GUTTER)
lillikTAPERED O" DIA PRECAST CONC.
RINGS
4' -0 MIN. MANHOLE BASE FOR PRECAST
2 "R
NEENAH R- 1642 -A OR JORDAN 104522
W /SELF SEAUNG LID (OR EQUAL)
STAMPED "SANITARY SEWER"
PRECAST CONCRETE
SECTIONS A
FILL WITH
CONCRETE
#4 0 12" EA. WAY
24"
SECTION A -A
SANITARY MANHOLE DETAIL
NOTE
MANHOLE CONFORMS TO ASTM C -478
JOINT CONFORMS TO ASTM C -443
CARMEL
PAVEMENT
PLAN
6 MIN. NO. 8 CRUSHED STONE
REQUIRED UNDER MANHOLE BASE
FOR LEVEUNG AND SUPPORT
SEALED
EXPANSION
JOINT
1 1/2"R
1:10
PLACE 1/2" DIA EXTRUDABLE
PREFORMED GASKET MATERIAL IN
EACH KEYWAY (SEE DETAIL).
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
NOMINAL 1 /2 BUTYL RUBBER
BASE T MATE ABLE PREFORMED
GASKET MATERIAL (TYP)
SEE DPW SPECS.
6'-
A
4 -0"
PLAN VIEW
6' -0"
1:10
MAX. 1:12 SLOPE
X IF X< 48" THEN
SLOPE OF FLARED
SIDE SHALL NOT GRADE
EXCEED 1:12
_7, III 41=111
CONCRETE CURB
SECTION A-A
X =WIDTH OF SIDEWALK
WHEELCHAIR RAMP DETAIL Co)
EX. 2' CHAIR BACK CURB
PLAN VIEW
GASKET DETAIL SECTION A -A
ADJUSTING RING DETAIL
(FIGURE 5 -4B)
STD 2' CHAIR BACK CURB
PAVEMENT
SECTION
6" EXTRUDEABLE CURB
MATCH EX. GRADES
(D
C801
REMOVE EXISTING CURB AND
FORM NEW VALLEY GUTTER
os'\
8"
MATCH EX. GRADES
STD 2' CHAIR BACK CURB
8"
BACKFILL
8"
SECTION "A-A"
'V
MODIFIED ENTRANCE
COMPACTED SCORE 1/4" R
SUBGRADE
CONCRETE CURB AND WALK
-3" OF TOPSOIL
6"
re)
(V
VALLEY GUTTER AND SECTION
(CHAIRBACK CURB)
(EX. CHAIRBACK CURB)
CONCRETE WALK
8
C801
SLOPE:
1/4" PER FOOT
24"
24"
3/4"
STD 2' CHAIR BACK CURB
PAVEMENT
SECTION
6" EXTRUDEABLE CURB
MATCH EX. GRADES
18"
'a
COMPACTED SUBGRADE
COMBINED CONCRETE CURB
AND GUTTER (TYPE 11)
MATCH EX. GRADES
TRANSITION
AREA
STD 2' CHAIR BACK CURB
APPROX. 90'
1" H.A.C. SURFACE #11
3" H.A.C. BINDER #9
2" #53 STONE
6" #2 STONE
PREPARED SUBGRADE PER INDOT No. 201
TYPICAL PAVEMENT SECTION
000
O 0
0 ?J0
0
EX. 2' CHAIR BACK CURB
1/4" R
NORMAL GRADE
1/4" PER FOOT
MIN.-1/8" PER FOOT
CONNECT TO EXISTING
SERVICE PLUG FOR
FUTURE CONNECTION.
PLUG SHALL BE ABLE
TO PASS AIR PRESSURE
TEST REQUIRED FOR
SEWER MAIN.
USE 6" SEWER PIPE
UNLESS OTHERWISE
SPECIFIED
FINISH GRADE
r'
PAVEMENT
#8 CRUSHED STONE or
#8 FRACTURED FACE
AGGREGATE HAND TAMPED
OR WALKED INTO 1/2 0.D.
THE CONTRACTOR SHALL BE AWARE THAT IF THE TOP OF
THE TRENCH IS WITHIN 5' OF THE PROPOSED FUTURE BACK
OF CURB, THAT GRANULAR BACKFILL (NO. 53 AGGREGATE)
SHALL BE PLACED IN THE EXCAVATION AND COMPACTED
TO 95% MODIFIED PROCTOR AT 6" MAX. LIFTS.
WIDTH VARIES BASED ON THE TYPE OF PIPE MATERIAL Sc
DEPTH OF COVER. CONSULT THE PROJECT ENGINEER IF THE
6" CLEARANCE ON EACH SIDE OF THE PIPE IS NOT SUFFICIENT.
THE EXCAVATION OF THE TRENCH SIDE SLOPES SHALL BE IN
ACCORDANCE WITH I.0.S.H.A. REGULATIONS.
IN THE EVENT THAT A SOFT AREA IS ENCOUNTERED OR THE
BOTTOM OF THE TRENCH IS OVER DUG, THE TRENCH BOTTOM
WILL BE REFILLED WITH NO. 8 COMPACTED AGGREGATE
BEFORE THE PIPE IS LAID IN PLACE.
THIS TRENCH DETAIL IS TO BE USED FOR ALL TYPES OF
SANITARY SEWER PIPE MATERIAL INCLUDING P.V.C., (SDR -35)
AND P.V.C. TRUSS PIPE.
m
CC
FINISH GRADE
COMPACTED GRANULAR
BACKFILL TO BE USED
UNDER ALL PAVED AREAS.
MIN WIDTH
1.25 (0.D.) +12'
FLEXIBLE (PVC or HDPE)
PIPE BEDDING
4" MIN.
PIPE TRENCH DETAIL
30'
MIN
45' MAX.
CLEANOUT PLUG
SANITARY SEWER LATERAL
6" PIPE
LONG RADIUS
TYPICAL CLEANOUT DETAIL
50' -0" BETWEEN EXPANSION JOINTS (MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL
#8 CRUSHED STONE or
#8 FRACTURED FACE
AGGREGATE HAND TAMPED OR
WALKED INTO 1/2 0.D. +12"
ABOVE TOP OF PIPE
(BELOW BARREL)
#8 CRUSHED STONE or
#8 FRACTURED FACE AGGREGATE
BELL HOLE EXCAVATED
ISOMETRIC PLAN
LONG RADIUS
SECTION A-A
DIAMETER AS SPECIFIED
f ON PLAN OR SCHEDULE
PLAN VIEW
CONNECTION TO MAIN SEWER
SPRING LINE
OF PIPE
3
SIDE SLOPES)
1:2 OVER 16'
1:3 TO 16'
1:6 TO 12'
1:12 TO 8'
CONNECT TO EXISTING SERVICE
OR PLUG FOR FUTURE SERVICE.
PLUG SHALL BE ABLE TO PASS
AIR PRESSURE TEST REQUIRED
FOR SEWER MAIN.
FIBER REINFORCED CONC. (3000 PSI)
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a\ N u I w n I I! I u// i /i,
pON No.IS 0000:151/5:4 STATE '\�N
B :t46,4046N L
DATE:
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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