HomeMy WebLinkAbout83-1802 - 5 - Site Details4
I
NOTES
I
1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN.
2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF
THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT
STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY
COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST
COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS.
3) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE
NOTED. THE MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT.
4) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL
FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF
HEALTH. ALL REQUEST FOR CHANGES SHALL BE MADE IN WRITING PRIOR
TO CONSTRUCTION.
5) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS
SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES
CHANGES IN DESIGN. i I
6) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND
UMU71ES PRIOR TO EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE
WORK AREA DURING CONSTRUCI`ION.
7) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE
OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED.
I
I
i
I. I
o
O
45'
BENDS
1 _4 FINISH ROAD GRADE
111/4'
BENDS
i -UNDISTURBED-
CAST IRON' .
SIDE OF TRENCH
VALVE BOX
/
AND COVER
1/2 C.Y. OF CRUSHED
/ STONE 6'. ABOVE DRAIN
CONCRE
3.6
2.0
2.0 f
THRUST
6' D.L PIPE -7
WAGER MAINN7
MIMIa"o.
l-'lw
..a-- -
BLOCK
HYDRANT INSTALLATION
NOT TO SCALE
t
PIPE
DIAMETER
(LACHES)
TOS DEAD
ENDS
VALVES
90'
BENDS
45'
BENDS
221/�'
BEN OS
111/4'
BENDS
4
20
20
2.0
2.0
2.0
6
2.5
3.6
2.0
2.0 f
20
8
1 4.4
1 6.2
3.3
2.0
2.0
10
1 &5
9.2
5.0
26
2.0
12
1 8.9
12.6
6.8
3.4
2.0
1. BEARING AREAS, BASED ON SOIL BEARING CAPACITY OF 4,000 PSF. MINIMUM BEARING AREA IS 2.0 SQUARE FEET
2. F SOIL HAS DIFFEREIiT BEARIN CAPACITY THAN NOTED. NEW BEARING CAN BE CALCULATED BY RATIO LE, F SOIL IDIS BE RING OF $000 PSF,
MULTIPLY TABULATED VALVE BY 4/2,
3 TABLE IS FOR HORIZONTAL RESTRAINT ONLY.
4. VALUES SHOWN ARE FOR TEST PRESSURE OF 150 PSI WITH A 100 PSI SURGE ALLOWANCE
5 THRUST BLOCK SHALL NOT BE PI.AED AGAINST THE FOLLMG SOB:
A) PEAT, ORGANIC SILT AND ORGANIC SOIL
B) SOFT CLAY,
C) RUB&SH FILL AND OTHER UNSUITABLE ARTIFICIAL FILL.
D) SHATTERED SHALE,
E)INORGANIC SILT AND VERY FINE SANDS
& WHERE POSSIBLE, POUR CONCRETE ANCHOR BLOCKS AGAINST UNDISTURBED EARTH. OTM NSF, PLACE COMPACTED BALI U USING GRAVEL AND
WELL GRADED SAND AFTER REMOVING FORMS
7. BACKFIN. SHOULD BE COMPACTED TO AT LEAST 90 PERCENT OF MAIMUM DRY UNIT WEIGHT DETERMINED BY ASTM TEST DESIGNATION 0-1557.
I
I fig; ALL FITTINGS TO BE PLACED ON WELL CONSOLIDATED GRAVEL
I
TYPICAL THRUST BLOCK PLACEMENT ON
BENDS, TEES AND PLUGS
60DIA STEEL PIPE, 6' LONG
(18.97A/FT., 6.625' O.D.)
FILLED WITH 3000psi CONCRETE
PAINTED W/PRIMER AND
YELLOW PAINT
3000psl CONCRETE FOOTING
FIs
HANDICAP SIGN
NOT TO SCALE
COMMON FILL -COMPACT TO 957
MAX DRY DENSITY UNDER ROADS
& DRIVEWAYS & 90% MAX DRY
DENSITY ELSEWHERE
UNDISTURBED FIRM MATERIAL
GENERAL NOTES:
1. FINISH GRADE MATERIAL VARIES (SEE SITE PLAN)
2. COMPACT SOIL IN HAUNCHING ZONE TO 85% MAX DRY
DENSITY.
UTILITY TRENCH
NOT TO SCALE
23-5/8"
SECTION
TURFSTONE GRID PAVERS
(NOT TO SCALE)
3/4" CHAMFER ALL TOP EDGES
6'x6" 6/6 WW MESH
�. _4-�-
4 . 'a
o
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a
2.t i
. , _ ,...✓ .v:F1w "9e•:✓✓a"v6mf".a.W ' r§.•--' o'' .✓r- d:3va:rs.7s'
COMPACTED GRANULAR
BASE (12' MIN).
COMPACTED SUBGRADE NOTES•
ALL CONCRETE TO BE 4,000psi WITH
MAXIMUM WATER CEMENT RATIO OF
0.45 AND AIR ENTRAINMENT.
DUMPSTER PAD
NOT TO SCALE
40% OPEN APERTURES FOR PLANT MATERIAL
DIMENSION: 3-9/16` X 3-9/16" SQUARE
FILLED WITH 50/50 MIX OF SAND AND
ORGANIC SEED FREE COMPOST.
PRECAST TURFSTONE GRID PAVER
BY IDEAL BRICK OR APPROVED EQUAL
HYDROSEEDED PLANTED SQUARE RAID WITH
50/50 MIX OF SAND AND ORGANIC FREE
COMPOST NOTED IN SPECIFICATIONS
TURFSTONE GRI) PAVER
1-1/2" COMPACTED NATIVE SAND
10" COMPACTED CRUSHED STONE, TO MEET
GRADES FOR PAVEMENT, SEE GRADING PLAN.
COMPACTED SUBGRADE
26=DIA. HEAVY DUTY CAST IRON
FINISH GRADE FRAME AND COVER TO GRADE
ADJUST TO GRADE WITH BRICK
COURSES AS REQUIRED
ECCENTRIC y
CONE SECTIQN
(2' THRU 4) ' }
12" O.C. (TYP)
BUTYL JOINT SEALANT (TYP)
RISER SECTION 4'_p°� _5•
PSX DIRECT DRIVE GASKET
MANUFACTURED BY PRESS -SEAL
GASKET CORPORATION OR
APPROVED EQUAL AT ALL INLET
AND OUTLET CONNECTIONS (TYP,)
1/2"/FT
BASE SECTION '
PIPE OPENINGS CAST TO PLAN
.:..: 6"
SEE NOTE 2 . +M.- ?rt_� fLQW CHANNEfly-
L_DOM UAL TO PIPE DIAMETER
�-6" CRUSHED STONE
SEWER MANHOLE
(NOT TO SCALE)
1. ALL REINFORCING STEEL MUST CONFORM TO THE LATEST ASTM A185 AND/OR A615 GRADE 60,
SPECIFICATION 0.12 SQ. IN/LINEAL FT.
2. STEEL REINFORCEMENT FOR BASE SECTION BOTTOM SHALL BE A MIN. OF 0.12 SQ. IN/LINEAL FT. (BOTH WAYS)
3. MANHOLE SPECS. CONFORM TO THE LATEST ASTM C478 SPEC. FOR "PRECAST REINFORCED CONCRETE
MANHOLE SECTIONS".
4. MORTAR SHALL CONFORM TO SECTION M4.02.15 OF THE MASSACHUSETTS D.P.W. STANDARD SPECS.
FOR HIGHWAYS AND BRIDGES.
5. ONE POUR MONOUTHIC BASE SECTION.
6. ANY NECESSARY ADJUSTMENTS DURING CONSTRUCTION WILL BE DONE BY SAW -CUTTING AND/OR CORING ONLY.
NO JACKHAMMERS, HAMMERS, CHISELS OR PNEUMATIC TOOLS WILL BE ALLOWED,
7. STEPS SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC.
8. RED CLAY BRICK SHALL CONFORM VAIN SECTION M4.05.2 CLAY BRICK OF MASSACHUSETTS D.P.W. STANDARD
SPECS. FOR HIGHWAY AND BRIDGES.
9. PIPE TO MANHOLE CONNECTIONS SHALL BE MADE USING PSX POSITIVE SEAL CONNECTIONS AS
MANUFACTURED BY PRESS -SEAL GASKET CORPORATION, OR EQUAL
FLOW TO
SMH
MAXIMUM 22.5' BEND
ON ALL SEWER PIPE
4" DIA. SCH 40
PVC BUILDING
SEWER PIPE
PROPOSED VIA
BUILDING
BUILDING SEWER DETAIL
(NOT TO SCALE)
TER SUPPLY
H 40 PVC SLEEVE
WATER SUPPLY SLEEVE - DETAIL \
lAlnr rn CPAI rV
INSTALL WATER SUPPLY LINES GREATER THAN 10' FROM ANY COMPONENT OF
SEWAGE DISPOSAL SYSTEM. WHERE THE WATER MAIN CROSSES THE PROPOSED
8" DIA SEWER, PROVIDE A 20' SLEEVE OF SCHEDULE 40 PVC PIPE OVER EACH
WATER SUPPLY LINE. SLEEVES ARE TO BE CENTERED AT EACH CROSSING.
WA TER SUPPLY NOTE:
INSPECTION NOTE
THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S)
OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER.
INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER
PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON
REQUIRED INSPECTIONS.
ISSUED FOR REGULATORY REVIEW 07/27/07
OASTAL
NGINEERING
OMPANY, INC.
260 Cranberry Hwy. Odeans, MA 02653
508.255.6511 Fax: 508.255.6700
I �l
SEAL
SCHEDULE OF WASTEWATER
ELEVATIONS
STRUCTURE
RIM
INV. IN
INV. OUT
DESCRIPTION
SMH-1
F.G.
9.46
9.36
SEWER MANHOLE
SMH-2
F.G.
8.5
8.4
w
SEWER MANHOLE
SMH-3
F.G.
7.5
7.4
SEWER MANHOLE
SMH-4
F.G.
7.77
7.67
a
SEWER MANHOLE
SMH-5
F.G.
8.37
8.27
SEWER MANHOLE
SMH-6
F.G.
8.87
8.77
a
SEWER MANHOLE
SMH-7
F.G.
9.34
9.24
SEWER MANHOLE
SMH-8
F.G.
9.93
9.83
SEWER MANHOLE
SMH-9
F.G.
10.63
10.53
SEWER MANHOLE
SMH-10
F.G.
11.17
11.07
SEWER MANHOLE
SMH-11
F.G.
11.56
11.46
SEWER MANHOLE
SMH-12
F.G.
12.13
12.03
SEWER MANHOLE
SMH-13
F.G.
1 12.63
12.53
SEWER MANHOLE
av
vn
SCALE
AS NOTED
DRAWEVGFILE
CI6755.dwg
BUILDING SEWER
EXIT INVERT OUT OF
BUILDING
7-27-07
DRAWNBY
DESCRIPTION
UNIT to
10.80
4"
DIA. SCH 40 PVC PIPE
UNIT 1B
10.42
4"
DIA. SCH 40 PVC PIPE
UNIT 1C
10.60
4"
DIA. SCH 40 PVC PIPE
UNIT 2A
9.67
4"
DIA. SCH 40 PVC PIPE
UNIT 26
9.29
4"
DIA. SCH 40 PVC PIPE
UNIT 2C
9.43
4"
DIA. SCH 40 PVC PIPE
UNIT 3A
8.85
4"
DIA. SCH 40 PVC PIPE
UNIT 3B
8.49
4"
DIA. SCH 40 PVC PIPE
UNIT 3C
8.60
4"
DIA. SCH 40 PVC PIPE
UNIT 4A
10.24
4"
DIA. SCH 40 PVC PIPE
UNIT 4B
10.70
4"
DIA. SCH 40 PVC PIPE
UNIT 4C
10.48
4"
DIA. SCH 40 PVC PIPE
UNIT 5A
10.75
4"
DIA. SCH 40 PVC PIPE
UNIT 513
11.30
4"
DIA. SCH 40 PVC PIPE
UNIT 5C
11.32
4"
DIA. SCH 40 PVC PIPE
UNIT 6A
12.20
4"
DIA. SCH 40 PVC PIPE
UNIT 6B
12.30
4"
DIA. SCH 40 PVC PIPE
UNIT 6C
12.30
4"
DIA. SCH 40 PVC PIPE
UNIT 7A
12.71
4"
DIA. SCH 40 PVC PIPE
UNIT 713
13.05
4"
DIA. SCH 40 PVC PIPE
UNIT 7C
12.77
4"
DIA. SCH 40 PVC PIPE
UNIT 8A
13.06
4"
DIA. SCH 40 PVC PIPE
UNIT 8B
13.38
4"
DIA. SCH 40 PVC PIPE
UNIT 8C
13.29
4"
DIA. SCH 40 PVC PIPE
1. BEARING AREAS, BASED ON SOIL BEARING CAPACITY OF 4,000 PSF. MINIMUM BEARING AREA IS 2.0 SQUARE FEET
2. F SOIL HAS DIFFEREIiT BEARIN CAPACITY THAN NOTED. NEW BEARING CAN BE CALCULATED BY RATIO LE, F SOIL IDIS BE RING OF $000 PSF,
MULTIPLY TABULATED VALVE BY 4/2,
3 TABLE IS FOR HORIZONTAL RESTRAINT ONLY.
4. VALUES SHOWN ARE FOR TEST PRESSURE OF 150 PSI WITH A 100 PSI SURGE ALLOWANCE
5 THRUST BLOCK SHALL NOT BE PI.AED AGAINST THE FOLLMG SOB:
A) PEAT, ORGANIC SILT AND ORGANIC SOIL
B) SOFT CLAY,
C) RUB&SH FILL AND OTHER UNSUITABLE ARTIFICIAL FILL.
D) SHATTERED SHALE,
E)INORGANIC SILT AND VERY FINE SANDS
& WHERE POSSIBLE, POUR CONCRETE ANCHOR BLOCKS AGAINST UNDISTURBED EARTH. OTM NSF, PLACE COMPACTED BALI U USING GRAVEL AND
WELL GRADED SAND AFTER REMOVING FORMS
7. BACKFIN. SHOULD BE COMPACTED TO AT LEAST 90 PERCENT OF MAIMUM DRY UNIT WEIGHT DETERMINED BY ASTM TEST DESIGNATION 0-1557.
I
I fig; ALL FITTINGS TO BE PLACED ON WELL CONSOLIDATED GRAVEL
I
TYPICAL THRUST BLOCK PLACEMENT ON
BENDS, TEES AND PLUGS
60DIA STEEL PIPE, 6' LONG
(18.97A/FT., 6.625' O.D.)
FILLED WITH 3000psi CONCRETE
PAINTED W/PRIMER AND
YELLOW PAINT
3000psl CONCRETE FOOTING
FIs
HANDICAP SIGN
NOT TO SCALE
COMMON FILL -COMPACT TO 957
MAX DRY DENSITY UNDER ROADS
& DRIVEWAYS & 90% MAX DRY
DENSITY ELSEWHERE
UNDISTURBED FIRM MATERIAL
GENERAL NOTES:
1. FINISH GRADE MATERIAL VARIES (SEE SITE PLAN)
2. COMPACT SOIL IN HAUNCHING ZONE TO 85% MAX DRY
DENSITY.
UTILITY TRENCH
NOT TO SCALE
23-5/8"
SECTION
TURFSTONE GRID PAVERS
(NOT TO SCALE)
3/4" CHAMFER ALL TOP EDGES
6'x6" 6/6 WW MESH
�. _4-�-
4 . 'a
o
d Q
a
2.t i
. , _ ,...✓ .v:F1w "9e•:✓✓a"v6mf".a.W ' r§.•--' o'' .✓r- d:3va:rs.7s'
COMPACTED GRANULAR
BASE (12' MIN).
COMPACTED SUBGRADE NOTES•
ALL CONCRETE TO BE 4,000psi WITH
MAXIMUM WATER CEMENT RATIO OF
0.45 AND AIR ENTRAINMENT.
DUMPSTER PAD
NOT TO SCALE
40% OPEN APERTURES FOR PLANT MATERIAL
DIMENSION: 3-9/16` X 3-9/16" SQUARE
FILLED WITH 50/50 MIX OF SAND AND
ORGANIC SEED FREE COMPOST.
PRECAST TURFSTONE GRID PAVER
BY IDEAL BRICK OR APPROVED EQUAL
HYDROSEEDED PLANTED SQUARE RAID WITH
50/50 MIX OF SAND AND ORGANIC FREE
COMPOST NOTED IN SPECIFICATIONS
TURFSTONE GRI) PAVER
1-1/2" COMPACTED NATIVE SAND
10" COMPACTED CRUSHED STONE, TO MEET
GRADES FOR PAVEMENT, SEE GRADING PLAN.
COMPACTED SUBGRADE
26=DIA. HEAVY DUTY CAST IRON
FINISH GRADE FRAME AND COVER TO GRADE
ADJUST TO GRADE WITH BRICK
COURSES AS REQUIRED
ECCENTRIC y
CONE SECTIQN
(2' THRU 4) ' }
12" O.C. (TYP)
BUTYL JOINT SEALANT (TYP)
RISER SECTION 4'_p°� _5•
PSX DIRECT DRIVE GASKET
MANUFACTURED BY PRESS -SEAL
GASKET CORPORATION OR
APPROVED EQUAL AT ALL INLET
AND OUTLET CONNECTIONS (TYP,)
1/2"/FT
BASE SECTION '
PIPE OPENINGS CAST TO PLAN
.:..: 6"
SEE NOTE 2 . +M.- ?rt_� fLQW CHANNEfly-
L_DOM UAL TO PIPE DIAMETER
�-6" CRUSHED STONE
SEWER MANHOLE
(NOT TO SCALE)
1. ALL REINFORCING STEEL MUST CONFORM TO THE LATEST ASTM A185 AND/OR A615 GRADE 60,
SPECIFICATION 0.12 SQ. IN/LINEAL FT.
2. STEEL REINFORCEMENT FOR BASE SECTION BOTTOM SHALL BE A MIN. OF 0.12 SQ. IN/LINEAL FT. (BOTH WAYS)
3. MANHOLE SPECS. CONFORM TO THE LATEST ASTM C478 SPEC. FOR "PRECAST REINFORCED CONCRETE
MANHOLE SECTIONS".
4. MORTAR SHALL CONFORM TO SECTION M4.02.15 OF THE MASSACHUSETTS D.P.W. STANDARD SPECS.
FOR HIGHWAYS AND BRIDGES.
5. ONE POUR MONOUTHIC BASE SECTION.
6. ANY NECESSARY ADJUSTMENTS DURING CONSTRUCTION WILL BE DONE BY SAW -CUTTING AND/OR CORING ONLY.
NO JACKHAMMERS, HAMMERS, CHISELS OR PNEUMATIC TOOLS WILL BE ALLOWED,
7. STEPS SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC.
8. RED CLAY BRICK SHALL CONFORM VAIN SECTION M4.05.2 CLAY BRICK OF MASSACHUSETTS D.P.W. STANDARD
SPECS. FOR HIGHWAY AND BRIDGES.
9. PIPE TO MANHOLE CONNECTIONS SHALL BE MADE USING PSX POSITIVE SEAL CONNECTIONS AS
MANUFACTURED BY PRESS -SEAL GASKET CORPORATION, OR EQUAL
FLOW TO
SMH
MAXIMUM 22.5' BEND
ON ALL SEWER PIPE
4" DIA. SCH 40
PVC BUILDING
SEWER PIPE
PROPOSED VIA
BUILDING
BUILDING SEWER DETAIL
(NOT TO SCALE)
TER SUPPLY
H 40 PVC SLEEVE
WATER SUPPLY SLEEVE - DETAIL \
lAlnr rn CPAI rV
INSTALL WATER SUPPLY LINES GREATER THAN 10' FROM ANY COMPONENT OF
SEWAGE DISPOSAL SYSTEM. WHERE THE WATER MAIN CROSSES THE PROPOSED
8" DIA SEWER, PROVIDE A 20' SLEEVE OF SCHEDULE 40 PVC PIPE OVER EACH
WATER SUPPLY LINE. SLEEVES ARE TO BE CENTERED AT EACH CROSSING.
WA TER SUPPLY NOTE:
INSPECTION NOTE
THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S)
OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER.
INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER
PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON
REQUIRED INSPECTIONS.
ISSUED FOR REGULATORY REVIEW 07/27/07
OASTAL
NGINEERING
OMPANY, INC.
260 Cranberry Hwy. Odeans, MA 02653
508.255.6511 Fax: 508.255.6700
I �l
SEAL
r-
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DRAWEVGFILE
CI6755.dwg
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7-27-07
DRAWNBY
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4 OF 4 SHEETS
o PROJECT NO. =C16755.00
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