HomeMy WebLinkAbout03110024 Park Place Center Phase 4 Bldg. 3 Sigma Delta Tau, Condominium Suites pg. 07PROd Ito
911-012
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486 CRADLE DRIVE
CARMEL, INDIANA 46032 InfoCtikeelerwebb.corn
PHONE (317) 574-0140 FAX (317) 574-126g
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RE'Y
SPCC, STOOK
COMM, REVIEW
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ARCHITECTS
PLANNERS
716 ADAMS STREET, SUITE F
CARMEL itt 4603Z
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.1 Box 757
F.C.0 gam; el, IN: 46034
6m1 tAseicS6dibi NOTES 4 TAILS
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911-012
DATE
11 -11 -03
RE'Y
SPCC, STOOK
COMM, REVIEW
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SHEET
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PIPE SIZE
a' TO 13'
18' 4 OvERt
BEDDINCs BELOW T
PiPE BARREL
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.SLAY WEST REGIONAL SANITARY SEWER. SPECIFICATIONS
1. Standard specifications 'of the Cloy Waste District and I diano Deportment of
Highways shall apply for oil work and materials. Pipe shall be installed in
accordance with Section 715.
Sanitary sewer pipe shall be PVC in accordance with ASTM 0-3034 (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 124548.
3. PVC sewer finings shalt 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 frlinimurn 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 standards pipe bells and gaskets. Wall thickness of fittings shall
be SDR 26 as defined in section 7.4.1 of the specifications. Gaskets for elostomeric
joints shall be molded with a minimum cross-sectional area of 0.20 square inches
and cOnforrn to ASTM F -477 specification. Fittings shall be manufactured by Harco
or equal.
4. All sanitary kanholes shall be "pre cast concrete" manholes in accordance with ASTM
C -478 and Section 720. 0 -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, Manholes shall be air tested for leakage in
accordance with ASTM C1 244 -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 must be in
accordance with manufacturer's recommendations and performance specifications which
have been provided by the manufacturer and accepted by the Engineer.
B. With the vacuum tester set in place:
1. Inflate the compression band to forty (40) psi to effect a seal between the
vacuum base and the structure.
2. Connect the vacuum pump to the outlet port with the valve open.
3. 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) in. f Hg. to nine (9) in. of Hg. The
maximum allowa leakage rate for a four (4) foot diameter manhole must be in
accordance with the following:
Manhole Depth
For manholes five feet in' diameter, add in additional fiftee (15) seconds and
for manholes six (6) feet i iameter add an additional thirty (30) seconds to the
time requirements f four 4) foot diameter Manholes. For all manholes deeper
than twenty-five (25) applicable feet, the Engineer will determine the a licable minimum
elapsed time.
10 feet or leas
>10 feet but <15 feet
>15 feet but <25 feet
see DETAIL 'n'#4 SHEET FOR
SANITARY SEWER MANHOLES
BEDDING, AND LATERAL
CONNECTIONS
SEE SHEET C6 FOR PLAN VIEW OF
EXISTING AND PROPOSED SANITARY SEWER
I- IORiZONTAL SCALE: t" 40
VERTICAL SCALE I' 1'
HORIZONTAL SCALE t' 4 0'
vERTiCAL SCALE. I'
Minimum Elapsed Time for ct
Pressure Change of 1 Inch of Hg.
60 seconds
75 seconds
90 seconds
VERIFY EXISTNGINVERT
OF S' P V.0 sTt, a ADJUST
UPSTREAM PNERTS TO
MAINTAIN 04X MIN. SLOPE
P
0
a
w
0
a)
4
25 :04
50 :09
75 :13
100 :18
125 :22
150 :28
175 :31
200 :35
225 :40
250 :44
275 :48
300 :53
350 1:02
400 1:10
450 1 :19
500 1:28
550 1 :37
600 1 :46
650 1:53
0. If manhole foil§ the test, necessary repairs frfust 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- inchet
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 pre coat plug material.
6. The manhole chimney's including all riser rings shall, be sealed using Infi shield
"Unibond" or approved equal. Prior to placement, the top 4- inches of the manhole
cone and casting frame shalt 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 ore set by plan. However, the castings are to be adjusted in
the field by the Engineer's representative, should o 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,
8. Bock fill around` all structures and alt cuts under paved areas with granular material.
Trenches opening within 5-feet of paved roadways shall be bock filled with granular
material in accordance with Section 211. Back fill under sidewalks shall be granular,
unless the walks ore constructed a minimum of 6 months after back fill 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, shalt 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 sold termination point.
11. All sanitary sewer lines upon* completion will be required to pass a low pressure air test.
Said test shall be conducted accordirig to ASTM 1417 -92, and shall be witnessed by an.
Engineer and a representative, of the Ciay Waste 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 back fill has
been in place at least .30 days. No pipe shall exceed a vertical deflection of 59
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.
13. All mandrel testing shall be observed by a Professional Engineer for certification and
a representative of the Clay Waste 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 pipes 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 tine of the pipe and from this point to 12-
inches above shall be fill sand or equivalent. Manholes shalt be placed on nd less
than 6- inches of No. 8 crushed stone bedding.
16. Water and sewer line crossings and separations shalt be in accordance with Ten
States' Standards.
17. Trench shall' be opened sufficiently ahbad of pipe laying to reveal obstruction, and
shall be property protected and /or. barricaded when left unattended.
18. too water shati 61 permitted t`d flaw 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 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. All 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 Clay Regional Waste District prior
to the ,start of ,sewer Fonstruction. Also, 48 hours notice shall be given prior to any
testing done in the sewer.
21. Manhole casting's shall be starriped *SANITARY SEWER" (Neenah Casting It 1642 or
equal) and be self sealing type. 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
23. The Contractor shall provide ;zneo Urements 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 observatioft
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. See sheet C7 for plan and profile of sanitary sewer extention.
TABLE 1
TIME IN MINUTES AND SECONDS REQUIRED FOR PRESSURE DROP FROM 3.5 PSIG TO 2.5 PSIG
(Based on 0.003 cfm per so. ft. and 2.0 cfm)
6
:10
:20
:30
:40
:50
:59
1;09
1:19
1 :29
1 :39
1:49
1:59
2:19
2:38
2:50
8 10
:18 :28
:35 :55
:53 1:23
1:11 1:50
1:28 2:18
1 :46 2:45
2:03 3:13
2 :21 3:40
2:38 4:08
2:56 4 :35
3:14 4:43
3:31
3:47
12
:40
1:19
1:59
2 :38
3:18
3:58
4 :37
5:17
5:40
Pipe Diameter D in inches
15
1:02
2:04
3;06
4:08
5:09
6:11
7 :05
18
1:29
2:58
4:27
5:56
7:26
8:30
21
2 :01
4 :03
6:04
8 :05
9:55
0.40%
0.28%
0.22%
0.15%
0.12%
24
2;58
5 :17
7:55
10:39
11:20
27
3:20
6:41
10:01
12:45
30
4:08
8:15
12:23
14:11
33
4:59
9:59
14 :58
15:35,
36
5:56
11.53
17:00
39
6 :58
13:57
18:25
25
50
75
100
125
150
175
200
225
250
275
300
350
400
450
500
556
600
2:50 3:47 4:43 5:40 7:05 8:30 9:55 11:20 12:45 14:11 15 :35 17:00 18:25 650
s
FROM-i
BUtLDtNC*
(TYP)
*8 CRtte IEtt> STONE
HAND TAMPED OR WALKED 1N TO
1/2 O.D. 6' PER SPECS
NQT TO 5C,4L„
eELL. HOLES SHALL BE
PROVIDED UNDER PiPE
PAVIi4G MESH
6x6 1112 9xt112
ULF
,,ti 111_11F-
1---T 1 I e-
45• LONG SWEEP
BEND
SCALE 1/2' I
A r1lNtt' rt 4' t to PIPE CLEANOU'1'
SHALL eE INSTALLED WITHIN
(3) FEET OF OUTSIDE BUILDiNGa. WALL
A PLUCs SPECIFIED Err THE PiPE
MANUFACTURER SHALL OE USED TO
ENSURE 100% WATERTIGHTNESS
I v8 BEND
Milo; PALL`=
1•/4' PER FOOT
fi
ELEVATION
�a Q
12'
BEDDING D ,41L
facypir) rovc Calb0SITE MPS
emwrraRr.tAreraAu:. CLEAN-OUT
TRUNK LINE
LATERAL MININILPi
SIZE 6',
6ERVICE WYE
RUSHED STONE WITH
LL HOLE EXCAVATED
F"tN: Cst�'ADE
IPHEHILEI
BEI'DiNG MATERIAL
I" C.I. LOCATOR
ROD OR MAG-
NETIC TAPE
INSTALLED PER
SECTION 102
17111411111111 PLAN VIEW
O.D.
BACKFILL WITH C AN
GRANULAR MAT IAL
PER REQUI NTS OF
INDIANA cI ARTMENT
OF NiGNW S
(MECH CAL COMPACTION
TO 95 PROCTOR DENSITY)
CRUSHED STONE
HAND TAMPED
OR WALKED iN TO I/2' OD.,
PER SPECS
6' MIN.
(BELOW THE BARREL)
C.I. CLEANOUT W/ ADJUSTABLE HOUSING
FERRULE W/ COUNTERSUNK PLUG 4
ROUND C I. VANDALPROOF COVER
STRJCTURAL CONCRETE
BRANCH
STRUCTURAL CONCRETE ENCASEMENT'
ALL AROUND
LSUtLO 1NG
LATERAL
I MiNIMUM
t SIZE• 4'
i
COMPACT ION OF GRANULAR
i9ACKFILL IS CRITICAL UNDER
UTE AND BEND IF PROPER
COMPACTION CANNOT BE
ACHIEVED, PLACE A MIN. OP 6'
OF CLASS B CONCRETE AROUND
us L3END
SIVE
C AT ED STEPS R
EL E rN
A ED E
M THE RE IREM
O -RING GASKET BETWEEN
ALL RISER AND CONE
SECTIONS, PLUS 1/2'
EXTRUDABLE GASKET
(KENT SEAL OR EQUAL)
B
6' LEVEL, OTH SINES
3' MIN
6' OR 16 PER
SECTION 5.0
S'
5
‘7" 5CALE
S
w►,
EE u INC RING
DETAIL
3'
P1 N role POLE r
The anhate chimney's including all riser rings shall be seated using infi- shield
"Unit nd'' or approved equal Prior to placement, the top 4- inches of the manhol
cane d casting frame shall be cleaned and ()rimed. The Uniband shall extend
from .a nches below the top of the cane section to 2- inches over the flange the
manhole casting frame
8 PO YPROP&E'NE
O
1`f RGLASS MATERIA HE C OPOLYMER POLYPROPYL.EN S
DL RMED 3/8 MIN DI TER RE ING CO
O RM
ING TO TW REQUIREMENT OF' ASTM A-615. GRADE C: 0
CIN OR A APPROVED NON- CORR
NON -C OAT D CAST IRON 3 PS ARE NOT ACCEPTABLE
FRAME AND COVE
(SEE
NOMINAL L'2' eLITYL. R JBBBER
BASE EXTRUPABLE
GASKET MATERIAL (TYP
CAST C
RING 4' MIN.
(SEE D
RETIS ADJUSTER
2' MAX
AIL)
CCENTRIC CONE SECTION
NOTE
MANHOLE CO•PORM5
TO ASTM C -4'1S
JOINT CONFORMS TO
ASTM C -443 3
[MUM
ER "FOOT SLOPE
Si' CONCRETE
S
a.0 -eW.
ASE SET
TONE
AS SPECIFIED
T 3)
PLACE I DIAM ER EXTR DABLE
PREFO ED GASKET MATERIAL IN
EACH TWAT (SEE T T,Af1)
fy,
X THESE QETAILS
DO NOT APPLY
TO PHASE 4
NOTE:
BUTYL RUBBER COATIN SHALL? BE
APPLIED AROUND EACH 'MANHOLE
JOINT FROM 6" ABOVE TO 6" BELOW
EACH JOINT. THE APPROPRIATE PRIMER,
SHALL BE APPLIED PRIOR TO APPLYING
THE RUBBER COATING, INSIDE JOINTS
TO BE FILLED WITH PRECOAT PLUG
MATERIAL.
`s 4
z C