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BLISS ROAD
HAZARDVILLE ROAD
6
SEWER DETAILS & SECTIONS
5 HAZARDVILLE ROAD SECTIONS
SELECTBOARD RICHARD FOSTER, CHAIR PERSON
PALMERINO P. SANTANIELLO, VICE CHAIR PERSONMARK GOLD, MEMBER
MARIE ANGELIDES, MEMBERALEX GRANT, MEMBER
DEPARTMENT OF PUBLIC WORKSMICHAEL WRABEL, DIRECTOR
YEM LIP, P.E., TOWN ENGINEERPETER W. THURBER, SEWER/WATER SUPT.
D
R
I
V
E
KNOLLWOOD CIRCLE
KNOLLWOOD CIRCLE PLANS & PROFILES
7
LEGEND, ABBREVIATION
SHEET 2 of 7
ABBREVIATIONS
ASBESTOS CEMENT AC
BITUMINOUS CONCRETE BIT CONC
BOTTOM OF EXPLORATION BOE
CAST IRON CI
CATCH BASIN CB
CHAIN LINK FENCE C/L FEN
CHIMNEY CHIM
CLASS OF PIPE CL
CLEANOUT CO
CONCRETE CONC
CONCRETE WALK C
COPPER CU
CORRUGATED METAL PIPE CMP
CUT SPIKE CS
DEBRIS DB
DIRT PILE DP
DRAIN MANHOLE DMH
DUCTILE IRON DI
EASEMENT LINE ELEVATION EL
EROSION CONTROL EC
GAS GATE GG
GATE VALVE GV
GEOGRAPHICAL INFORMATION SYSTEMS GIS
GRANITE CURB GR CURB
GUY WIRE GY
GUY POLE GP
HOUSE HSE
HYDRANT HYD
INVERT INV
IRON PIPE IP
MAIL BOX MB
MANHOLE MH
MECHANICAL JOINT MJ
NOT IN THIS CONTRACT NITC
NOT TO SCALE NTS
PAVED WALK PW
POLYETHYLENE PIPE PE
POLY-VINYL CHLORIDE PVC
PROPERTY LINE PL
PUMP STATION P.S.
REINFORCED CONCRETE PIPE RCP
RIGHT OF WAY R.O.W.
ROCK PILE RP
SANITARY MANHOLE SMH
STANDARD DIMENSION RATIO SDR
STATION STA
STONE BOUND SB
STREET LINE SL
TEMPORARY BENCH MARK TBM
TELEPHONE POLE TP
TRAFFIC CONTROL TC
UNDER CONSTRUCTION UC
UTILITY POLE U.P.
UTILITY STRUCTURE UT
UNDELINEATED WETLAND AREA UWA
VITRIFIED CLAY PIPE VC
WATER GATE WG
WATER SERVICE WS
WATER TIGHT COVER WTC
EXISTING WATER VALVE
CATCH BASIN
PROPOSED WATER VALVE
EXISTING SANITARY MANHOLE
S
PROP WATER
0" SEWER
0" WATER
0 "DRAIN
EXISTING HYDRANT VALVE ASSEMBLY
PROPOSED HYDRANT VALVE ASSEMBLY
PROPOSED WATER LINE
EXISTING SEWER LINE
EXISTING WATER LINE
EXISTING DRAIN LINE
GEXISTING GAS LINE
LEGEND
& GENERAL NOTES
TREE
SHRUB
UTILITY POLE
2012 WATER MAIN & SEWER MAIN REPLACEMENT PROJECT
TOWN of LONGMEADOW ENGINEERING DEPARTMENT
GENERAL NOTES
HAZARDVILLE ROAD
PROPOSED SEWER MAIN
REPLACEMENT PROJECT
SHEET 3 of 7
2015 SEWER MAIN REPLACEMENT PROJECT
TOWN of LONGMEADOW ENGINEERING DEPARTMENT
HAZARDVILLE ROAD
PROPOSED SEWER MAIN
REPLACEMENT PROJECT
SHEET 4 of 7
2015 SEWER MAIN REPLACEMENT PROJECT
TOWN of LONGMEADOW ENGINEERING DEPARTMENT
SHEET 5 of 7
2015 SEWER MAIN REPLACEMENT PROJECT
TOWN of LONGMEADOW ENGINEERING DEPARTMENT
MISCELLANEOUS
SECTIONS
KNOLLWOOD CIRCLE
PROPOSED SEWER MAIN
REPLACEMENT PROJECT
SHEET 6 of 7
2015 SEWER MAIN REPLACEMENT PROJECT
TOWN of LONGMEADOW ENGINEERING DEPARTMENT
PIP
E D
IA
. +
24" M
IN
.
6"
70"Ø
MONOLITHIC BASE
SEAL ALL JOINTS WITH
APPROVED PRE-FORMED
GASKET MATERIAL (SEE
SPECIFICATIONS)
FLAT SLAB TOP FOR
SHALLOW MANHOLES
MU
LT
IP
LE
S 12",
24",36" O
R 48"
AS
R
EQ
UIR
ED
36"
48"Ø
6"
5w"
SPIGOT & BELL
REINFORCEMENT SHALL BE
CONNECTED TO BARREL
REINFORCEMENT
24"x48" ECCENTRIC
PRECAST MANHOLE CONE
STANDARD MANHOLE RUNG
(SEE DETAIL RIGHT)
ADJUST TO GRADE WITH NOT MORE
THAN 12" OF BRICK MASONRY OR
CONCRETE GRADING RINGS
FRAME TO BE SET IN FULL
BED OF MORTAR
TOP STEP TO BE 20"
MAX. BELOW TOP OF
FRAME
5"
12"
4"
BRICK OR
CONCRETE
FILL (TYP)
SEWER BRICK
INVERT (BRICK
ON EDGE)
SLOPE r"/FT(TYP)
FRAME & COVER
AS SPECIFIED
SHELF ELEVATION SAME
AS CROWN OF HIGHEST
PIPE
24"Ø UNLESS OTHERWISE
INDICATED
B
B
UNDISTURBED
MATERIAL
SANITARY MANHOLE ABANDONMENT
CONCRETE
PLUG (TYP)
BACKFILL STRUCTURE
WITH GRAVEL BORROW
AND COMPACT IN
ACCORDANCE WITH
SPECIFICATIONS
SCALE: NONE
REMOVE FRAME & COVER
AND DISPOSE OF OR RECYCLE.
EXISTING GRADE
CRACK OR DRILL BASE
TO PROMOTE DRAINAGE
3' M
IN
VA
RIE
S
STANDARD MANHOLE FRAME
24"
34"
2
4
"
D
I
A
.
MINIMUM WEIGHT: 240 LBS.
2
6
"
D
IA
STANDARD MANHOLE COVER
MINIMUM WEIGHT: 200 LBS.
NOTES:
LETTERING SHALL BE CAST INTO COVERS AS SPECIFIED.
1.
2.
FRAME AND COVER SHALL BE PROVIDED FROM THE SAME MANUFACTURER.
REMOVE STRUCTURE TO A MINIMUM OF 3FT.
BELOW PROPOSED GRADE
15u"
STANDARD
MANHOLE RUNG
14"
3w"
8r"
1e"
PIP
E D
IA
. +
24" M
IN
.
6"
SEAL ALL JOINTS WITH APPROVED
PRE-FORMED GASKET MATERIAL (SEE
SPECIFICATIONS)
MU
LT
IP
LE
S 12",
24",36" O
R 48"
AS
R
EQ
UIR
ED
36"
5w"
SPIGOT & BELL REINFORCEMENT SHALL
BE CONNECTED TO BARREL
REINFORCEMENT
24"x48" ECCENTRIC
PRECAST MANHOLE CONE
STANDARD MANHOLE RUNG
(SEE DETAIL RIGHT)
ADJUST TO GRADE WITH NOT MORE THAN 12" OF BRICK MASONRY
OR CONCRETE GRADING RINGS
FRAME TO BE SET IN FULL BED OF MORTAR
TOP STEP TO BE 20" MAX. BELOW
TOP OF FRAME
5"
12"
4"
SLOPE r"/FT(TYP)
FRAME & COVER AS SPECIFIED
24"
MU
LT
IP
LE
S 12",
24",36" O
R 48"
AS
R
EQ
UIR
ED
SEWER BRICK INVERT
(BRICK ON EDGE)
BRICK OR CONCRETE FILL(TYP)
60"
72"
48"x60" ECCENTRIC MANHOLE
TAPER 6" WALL
SPIGOT & BELL REINFORCEMENT SHALL
BE CONNECTED TO BARREL
REINFORCEMENT
6"
MONOLITHIC BASE
FLAT SLAB TOP FOR SHALLOW MANHOLES
FLAT SLAB TOP FOR SHALLOW MANHOLES
SECTION A-A
COPOLYMER POLYPROPYLENE
PLASTIC i" GRADE 60 STEEL
REINFORCEMENT
24" UNLESS OTHERWISE
INDICATED
SHELF ELEVATION SAME
AS CROWN OF HIGHEST
PIPE
B
B
84"
6"
GROUT
RUBBER BOOT
PIPE LENGTH
SS CLAMP
SECTION B-B
A
A
UNDISTURBED
MATERIAL
CONCRETE FILL
90° BELLxSPIGOT ELBOW
r"x1r" TYPE 6061
ALUMINUM PIPE
STRAP EVERY 4'-0".
2 STRAPS MIN PER
DROP
INLET PIPE
RUBBER BOOT
(SEE MANHOLE DETAIL)
2-y"x2r"S.S.
PARABOLTS PER
STRAP
r"x1r" TYPE 6061 ALUMINUM PIPE
STRAP EVERY 4'-0".
2 STRAPS MIN PER DROP
NOTES:
1. RISER PIPE AND FITTINGS SHALL BE THE SAME
DIAMETER AS THE INLET PIPE AND SHALL BE
CONSTRUCTED OF SDR35 PVC PIPE
2. INTERIOR MANHOLE CHIMNEYS SHALL ONLY BE
INSTALLED IN 60" DIAMETER OR LARGER MANHOLE. SEE
MANHOLE DETAIL FOR FURTHER INFORMATION.
3. INTERIOR CHIMNEY TO BE USED FOR PIPES LESS THAN
12" IN DIAMETER.
PLAN
ELEVATION
SECTION A-A
PIPE STRAP DETAIL
2'-0" M
IN
90° BELLxSPIGOT ELBOW
r"x1r" TYPE 6061 ALUMINUM PIPE
STRAP EVERY 4'-0".
2 STRAPS MIN PER DROP
FLOW
FLO
W
TEE
CONCRETE DAM UP TO
SPRINGLINE OF PIPE
BRICK LINED CHANNEL
A
A
CONCRETE DAM UP TO
SPRINGLINE OF PIPE
UNDISTURBED
MATERIAL
UNDISTURBED
MATERIAL
ANGLE SHALL
BE LESS THAN
90°
BEND OR ROTATE, AS REQUIRED.
SECTION
BUILDING CONNECTION MIN.
SLOPE 1/4" PER FT. UNLESS
OTHERWISE DIRECTED.
MATERIAL
UNDISTURBED
6" DIA. P.V.C.
MIN.
CRUSHED STONE
NOT TO SCALE
UNDISTURBED
MATERIAL
DE
PT
H A
S D
IR
EC
TE
D
STONE CRADLE
1/2"-6" CRUSHED
GROUND SURFACE
PLAN
Y-BRANCH - AS REQUIRED
FLOW
1/2"-3/4" COMPACTED
B
LENGTH AS DIRECTED OR SPECIFIED
B
4" MINIMUM
SECTION B-B
SELECTED MATERIAL
COMPACTED THOROUGHLY
1'-0"
TYPICAL BUILDING CONNECTION
NOT TO SCALE
60" PRECAST SANITARY SEWER MANHOLE
NOT TO SCALE
48" PRECAST SANITARY SEWER MANHOLE
MANHOLE FRAME & COVER
SCALE: NONE
INTERIOR MANHOLE CHIMNEY
NOT TO SCALE
MISCELLANEOUS
SEWER DETAILS
SHEET 7 of 7
2012 WATER MAIN & SEWER MAIN REPLACEMENT PROJECT
TOWN of LONGMEADOW ENGINEERING DEPARTMENT
INSTALL TO 2' BEYOND SIDEWALK OR
TO PROPERTY LINE WHERE NO
SIDEWALK EXISTS OR TO LIGHT HOLE
TIE TO EXISTING SEWER
SERVICE BENDS & FITTINGS AS
NEEDED (TYPE & SIZE VARIES)
EXISTING SEWER SERVICE
TIE TO EXISTING SEWER
SERVICE BENDS & FITTINGS AS
NEEDED (TYPE & SIZE VARIES)
EXISTING SEWER SERVICE
6" DIA. P.V.C.
MIN.
FLO
W
F
L
O
W
10" PVC FROM
TEDFORD DRIVE
PROP. SMH 4 INVERT
PROP. 10" PVC ON
HAZARDVILLE ROAD
