HomeMy WebLinkAbout06120001 Large Plan for Old Meridian Place, Sec. 1 pg. 18GENERAL NOTES:
1. All sanitary sewer construction on this project may be of P.V.C. sewer pipe (SDR 26 o r
SDR 35) conforming to A.S.T.M. Specification C-700-71T. At owner's option Type P.
S.M. polyvinyichioride sewer pipe and fittings Type 1, Grade conforming to
A.S.T.M. Specifications D -3034 or Acrylonitrile-Butadiene-Styrene
(ABS) sewer pipe conforming to A.S.T.M. D- 2680 -79A may be substituted. Joints
in all pipe shall conform to A.S.T.M. Specification C- 425 -71. All subsequent
A.S.T.M. revisions shall apply or as specified on plans.
2. All storm sewers shall be constructed with reinforced concrete pipe Class III
or as noted and conform to A.S.T.M. C -76 or latest revision. All manholes
shall be precast concrete construction in accordance with State of Indiana
Specifications and shall have Type "A" cast iron ring and cover.
3. Joints in sewer pipe shall conform to A.S.T.M. Specification 0 -425 or latest
revision.
4. Sewer pipe shall be bedded in accordance with detail shown. Sewer trenches
shall be kept free of all water. Do not allow water or mud to enter the
sewer.
5. All sanitary sewer lines upon completion will be required to pass a low
pressure air test, unless otherwise directed by the City Engineer. Said test
shall be conducted according to NCPI Standard Method, and shall be witnessed
by the City Inspector. Infiltration under test shall not exceed 200 gallons
per inch of inside diameter of sewer pipe per mile of sewer in 24 hours and
inclusive of all appurtenances within the section being tested such as
manholes, house connections, etc.
6. All pipe or drainage structures in trenches under paved surfaces and within 10
feet of the pavement shall be backfilled with granular material and compacted
by approved methods.
7. No roof drains, footing drains and or surface water drains may be connected
to the sanitary sewer system, including temporary connections during
construction.
8. All lots are to be served by 6" sanitary sewer pipe of P.V.C. or
alternate material approved by the City Engineer. These laterals are to be
carried approximately to the property line, and the location of their
termination indicated on the surface with a suitable marker. The wye is to
be tilted up at 45 degrees from the horizontal and the end plugged tight
with clay or plastic disc, capable of withstanding a low pressure Air Test
without leakage. The lateral locations should also be marked with red on the
curb. Mandrel test is required on all main line sewers per Indiana State
Board of Health.
9. Sewers crossing mains shall be laid to provide minimum distance of 18 inches
between the outside of the water main and the outside of the sewer. This shall
be the case where the water main is either above or below the sewer. The
crossing shall be arranged so that the sewer joints will be equidistant and as
far as possible from the water main joints. Where a water main crosses under
a sewer, adequate structural support shall be provided for the sewer to
prevent damage to the water main. When it is impossible to obtain proper
horizontal and vertical separation as stipulated above, the sewer shall be
designed and constructed equal to water pipe and shall be pressure tested to
assure watertightness prior to backfilling.
10. Water mains shall be of ductile iron Class 350 cement lined pipe, unless
otherwise noted in the plans.
A. Water lines shall be of ductile iron pipe, Class 50 cement
line water works grade.
B. Stop shall be those manufactured by Ford or Mueller Corporation with AWWA
taper thread, and with copper compression type fitting on outlet, or
equal.
C. Blow -off valves shall be those manufactured by Mueller Corporation
(H010283 or H- 10291), or equal.
D. Angle valves at the end of water service stub are to be copper compression
type fitting also, and are to be protected with plastic bay over the
valve.
E. 3/4" taps in lines smaller than 4 inches shall be only by tapped tee or
tapping saddle. Water service lines should be marked on curbs with blue
paint. (Sewer lateral locations red).
11. All water mains to be pressure tested for leakage and sterilized in
accordance with directions from Carmel Water Department.
12. No traffic will be allowed on prepared subgrade prior to paving.
13. All street construction within the lines of dedicated right -of -way shall be
in accordance with the Specifications of City of Carmel.
14. Property line corners of street intersections are rounded by an arc having
a 15' radius. Property lines drawn hereon are carried to the P.I. of the
arc.
15. A temporary seeding mixture in the areas where stripping of fills have been
graded shall be seeded for silt and erosion protection. After grading all
construction areas are to be seeded as follows:
A. Swale seeding Seed and fertilize within construction limits with 5# /acre
"Redtop" grass, 20# /acre "Rye Grass 20# /acre "Blue Grass 25# /acre
"Tall Fescue" grass, and 600# /acre 12 -12 -12 fertilizer.
B. Cut /Fill Seeding Along Paved Areas: Seed and fertilize with 25# /acre "Tall
Fescue" grass, 20# /acre "Rye Grass 15# /acre "Blue Grass" and 600# /acre
12 -12 -12 fertilizer.
16. The location of houses (depicted by rectangles) show the pad elevation and /or
outside grade. The finished floor elevation is 8 inches higher, more or less
than the outside grade.
17. It shall be the responsibility of each contractor to verify all existing
utilities and conditions pertaining to his phase of the work. It shall also
be the contractors responsibility to contact the owners of the various
utilities before work is started. The contractor shall notify in writing the
owners and /or the engineers of any changes, errors, or omissions found on
these plans or in the field before work is started or resumed.
18. All drainage pipe and ditch outfalls to receiving streams shall be
constructed in accordance with drawings, subject however, to any modification
required by the City of Carmel at the time installation is completed and to
any adjustments needed for field conditions that could not be anticipated on
the design drawings.
19. Contractor to record dimensions measured along sewer line from nearest
manhole to each sanitary sewer lateral.
20. Contractor to record dimension of each water stub from nearest fire hydrant
measured along the water main.
21. The above locations of laterals, along with any other construction changes
are to be incorporated on the original construction drawings and record
drawings submitted to the City Engineer's Office as soon after completion of
construction as possible.
22. Contractor shall verify subsurface conditions prior to bidding.
23. "The engineer and /or owner disclaim any role in the construction means and
methods associated with the project as set forth in these plans."
a. Material: Ductile Iron Pipe in diameters from eight (8) inches through thirty six (36)
inches shall be centrifugally cast and shall conform to ANSI Specifications A21.51 and AWWA
C -151, latest revision. Ductile Iron Pipe shall be Class 50, 51, 52, or 54 wall thickness
dependent upon site conditions and provided in minimum laying lenghts of eighteen (18) feet.
b. Fittings: Fittings shall be standardized for the type of pipe and joint specified and shall
comply with ANSI A- 21.10, AWWA C -110.
c. Joints: Mechanical joints, slip or flanged joints shall be provided.
Mechanical joints and accessories shall conform to AWWA Standard C -111, ANSI A- 21.11. The
bolts and nuts shall be corrosion resistant high strenght alloy steel.
The 0 -ring gaskets sealing the slip joint shall be made of rubber of special composition
having a texture to assure a watertight and permanent seal and shall be the product of a
manufacturer having at least five (5) years experience in the manufacuter of rubber gaskets
for pipe joints. The gasket shall be a continous ring of flexible joint rubber of a composition
and texture which is resistant to common ingredients of sewage, industrial wastes and
groundwater; and which will endure permanently under the conditions likely to be imposed by
this service. The gasket shall conform to the requirements of AWWA C -111 (ANSI A- 2111).
Flanged joints shall be manufactured with laying dimesions, facing and flange detailed in
accordance with AWWA Standard C -115 (ANSI A21.15) Class 125.
`I
.II ICI -ICI
III -III
111 11I 1I
=1 I
-III-
FINISH GRADE
DUCTILE IRON PIPE SPECIFICATIONS
0
C.I. MANHOLE FRAME GRATE
SET ON KENT SEAL OR EQUAL.
II II III _III
11 -I I I USE KENT SEAL OR EQUAL
BETWEEN RISER RINGS (TYP.)
ADJUST TO GRADE w/ FILLER RINGS
AS REQUIRED (4" REQUIRED.)
4' -0" DIA. PRECAST
REINFORCED MANHOLE
SECTIONS MEETING A.S.T.M.
STANDARD C -478.
PIPE TO MANHOLE GASKET
MEETING A.S.T.M. STND. C -443
SHALL BE CAST INTO MANHOLE
SECTION AT THE TIME OF
MANUFACTORING, GASKET SHALL
BE DESIGNED TO WITHSTAND UP
TO 30" OF WATER PRESSURE.
GRANULAR LEVELING MATERIAL #2 STONE)
REQUIRED W /PRECAST BASE 6" MIN.
PRECAST REINFORCED CONCRETE
MANHOLE FOR SANITARY SEWER
TYP CAL B
NOT -TO -SCALE
III III J II 1I 1_
WORK SUFFICIENT MATERIAL UNDER SPRING
LINE TO PROVIDE ADEQUATE SIDE SUPPORT.
DD
FOR PVC
PRECAST REINFORCED CONCRETE
MANHOLE CONE MEETING
A.S.T.M. STANDARD C -478.
CL. I MATERIAL (ASTM D -2321-
74, SEC. 6.1.1) #4 STONE COMP.
D /6(MIN) IN ACCORDANCE WITH ASTM D-
D/8,4 "(MIN) 2321 -74 SEC. 9.1.1
\G CT
iWi P P
PER ASTM D-2321-74 (NO SCALE)
FILE: SAPVCBED.DWG
MANHOLES SHALL BE AIR TESTED IN ACCORDANCE
WITH ASTM C1244 -93, STANDARD TEST METHOD
FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE
AIR PRESSURE (VACUUM) TEST.
ALL MANHOLES TO BE CONSTRUCTED WITH ONE
4" RISER RING TO ESTABLISH PLAN CASTING GRADE.
MANHOLE SECTION JOINTS SHALL CONFIRM
TO A.S.T.M. C -443 w/ 0 -RINGS GASKET
BETWEEN SECTION, PLUS 1/2" EXTRUDABLE
GASKET (KENT SEAL OR EQUAL)
MANHOLES TO BE COATED
PER CARMEL UTILITIES REQUIREMENT
BREAK OUT TOP HALF OF PIPE AFTER
PLACING CONCRETE BENCH WALL.
TOP OF BENCHWALL SHALL BE AT MIN.,
ELEV. EQUAL TO TE CROWN OF THE PIPE.
CONCRETE BENCH WALL (CLASS B)
BASE SHALL BE POURED IN PLACE
OR PRECAST BOTH SHALL HAVE
#4 BARS AT 12" O.C. EACH WAY
6 "(MIN) SHALL BE INCREASED
TO 12" IF REMAINING BACKFILL
MATERIAL CONTAINS LARGER PARTICLES
12" MIN. COVER REQUIRED IF SDR 35 PIPE IS USED
CL. II MATERIAL (ASTM D- 3221 -74
SEC. 6.1.2) COMP TO 85% STD.
PROCTOR DENSITY, OR CL III MATERIAL
(ASTM D-2321-74 SEC. 6.1.3) COMP.
TO 90% STD PROCTOR DENSITY.
I 0
TAMPED IN PLACE
SAND BACKFILL
26"
Pr
24"
28 -1 /2"
36"
SANITARY MANHOLE R---1642A
NOT -TO -SCALE
NOTE:
ALL BEDDING INTAIL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS
6" PIPE
90% 1N4
A t
V
4 e
TRENCH WIDTH
.5D
D/4
DX2 (MAX)
SANITARY SEWER
SERVICE CONNECTION
NOT -TO -SCALE
UNDISTURBED
EARTH
A MAGNETIC TAPE LOCATOR SHALL BE
PLACED 6" OVER ALL MAINS LATERALS
III
NOT -TO -SCALE
I I I
F I I
III III III
-11
SANITARY SEWER SERVICE CONNECTION
Iii
APPROVED SURFACE
MARKER
III III
NOT TO -SCALE
1± MIN. SLOPE
NOTE:
RISER PIPE WHERE REQUIRED
SHALL BE LAID AT 45° SLOPE
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