HomeMy WebLinkAbout3.7 Sanitary Sewer PlanN
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SANITARY SEWER MAIN 'N'
(STATIONING IS CENTERLINE SEWER MAN)
I LEGEND
PROPOSED ASPHALT
EXISTING 2' CONTOUR
BTI9 EXISTING 10' CONTOUR
PROPOSED 2' CONTOUR
PROPOSED 10' CONTOUR
PROPOSED CULVERT
EXISTING/PROPOSED EASEMENT
PROPOSED R.O.W./LOT LINE
PROPOSED CENTERLINE
6'W 4'V PROPOSED 8' WATER MAIN
10, VY PROPOSED 10' WATER MAIN
Iry 4! y PROPOSED 12' WATER MAIN
PROPOSED SEWER MAIN/MANHOLE
PROPOSED GAS/ELEC/TELE/CABLE
WS PROPOSED WATER SERVICE
SB PROPOSED SEWER SERVICE
131-101-100-101- EXISTING SEWER MAIN
() EXISTING SEWER MANHOLE
94 EXISTING WATER VALVE
O➢ EXISTING TELEPHONE PEDESTAL
EXISTING TRANSFORMER
EXISTING ELECTRIC VAULT
EXISTING LIGHT POLE
00J EXISTING POWER POLE
jy PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
PROPOSED PRESSURE REDUCING VALV
PROPOSED REDUCER
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0516
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-I LEGEND
5760
40,
PROPOSED ASPHALT
EXISTING 2' CONTOUR
EXISTING 10' CONTOUR
PROPOSED 2' CONTOUR
PROPOSED 10' CONTOUR
PROPOSED CULVERT
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PROPOSED R.O.W./LOT LINE
PROPOSED CENTERLINE
my PROPOSED 8' WATER MAIN
v wv PROPOSED 10' WATER MAIN
v Irv— PROPOSED 12' WATER MAIN
A PROPOSED SEWER MAIN/MANHOLE
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PROPOSED WATER VALVE
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PROPOSED REDUCER
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0516
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PROPOSED R.O.W./LOT LINE
PROPOSED CENTERLINE
PROPOSED 8' WATER MAIN
PROPOSED 10' WATER MAIN
ROPOSED 12' WATER MAIN
ROPOSED SEWER MAIN/MANHOLE
ROPOSED GAS/ELEC/TELE/CABLE
ROPOSED WATER SERVICE
ROPOSED SEWER SERVICE
XISTING SEWER MAIN
XISTING SEWER MANHOLE
XISTING WATER VALVE
EXISTING TELEPHONE PEDESTAL
EXISTING TRANSFORMER
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EXISTING LIGHT POLE
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PROPOSED FIRE HYDRANT
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PROPOSE0 REDUCER
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0516
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PROPOSED ASPHALT
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EXISTING 10' CONTOUR
PROPOSED 2' CONTOUR
PROPOSED 10' CONTOUR
PROPOSED CULVERT
EXISTING/PROPOSED EASEMENT
PROPOSED R.O.W./LOT LINE
PROPOSED CENTERLINE
PROPOSED 8' WATER MAIN
PROPOSED 10' WATER MAIN
ROPOSED 12' WATER MAIN
ROPOSED SEWER MAIN/MANHOLE
ROPOSED GAS/ELEC/TELE/CABLE
ROPOSED WATER SERVICE
ROPOSED SEWER SERVICE
XISTING SEWER MAIN
XISTING SEWER MANHOLE
XISTING WATER VALVE
EXISTING TELEPHONE PEDESTAL
EXISTING TRANSFORMER
EXISTING ELECTRIC VAULT
EXISTING LIGHT POLE
EXISTING POWER POLE
PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
PROPOSED PRESSURE REDUCING VALVE
PROPOSE0 REDUCER
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2041025
0516
PPSS3
Ik - MAO 111ET401 !R
1• TO 1 1/2. ROOK
LARGE STONES MORON
DIRfIETE ETC F REDID
NOMINAL
DIAMETER
MAX. TRENCH WIDTH AT
A POINT 12' ABOVE PIPE
33" & SMALLER
36' & LARGER
B = 8, + 16'
B= B,, + 30'
NOTES:
1. BELL HOLES SHALL BE EXCAVATED AT
ALL BELL & SPIGOT JOINTS.
CLASS "B" BEDDING REQUIREMENTS
WATER OR SEWER MAIN
(TYPICAL REQUIREMENTS)
N.T.S.
JMIT OF SLOPING
M BENCHING OF
RENO' WALLS
By - MAX TRENCH WIDTH
DENSITY COMPACTED
BACKFILL
MAX. TRENCH WIDTH AT
A POINT 12" ABOVE PIPE
8 - BA, + 16'
B=BSA, + 30"
Hi BE EXCAVATED AT
IGOT JOINTS
)MNG MAY ONLY BE USED
OF CHIEF ENGINEER OR
REPRESENTATIVE.
MIT OF SLOPING
R BENCHING OF
TENCH WALLS
COMPACTED
GRANULAR MAIL
1.50 :.
8 PIPE OD
FIGURE 1
SHAPED SUBGRADE
By - MAX TRENCH WIDTH
SHAPED TO FIT BOTTOM
QUADRANT OF PIPE
NOMINAL
DIAMETER
MIN. G
18' & SMALLER
Y
21' TO 36"
42' & LARGER
3'
4'
DENSITY COMPACTED
BACKFILL
lqqr
6
r1/6 Bo
BSA - PIPE OD
FIGURE 2
GRANULAR FOUNDATION
(USE ONLY W/ENGINEER'S APPROVAL)
N.T.S.
FINISH GRADE
3'
FULL BODY WYE FOR NEW
CONSTRUCTION WYE SADDLE
FOR EXISTING SEWER MAIN
4441111
STAINLESS STEEL STRAPS
FOR SADDLES
(2 EACH SADDLE)
MIN. GRADE 25
(1/4" PER FOOT)
`45' BEND
STEEL POST DIRECTLY OVER
PLUG, PAINT GREEN
REMOVABLE STOPPER
NOTE:
WHEN MAIN IS AT EXCESSIVE DEPTH, SERVICE
MAY CONTINUE UP AT 45' TO MIN. DEPTH OF
9' THEN CONTINUE AT ALLOWABLE SLOPE TO
DWELLING UNIT.
SEWER LINE CONNECTION AT SEWER MAIN
N.T.S.
PROVIDE #5 CONTINOUS BARS
AT FOUR CORNERS
/4 TIES O 16' 0.C.
ALL -THREAD ROD (EACH SIDE)
IF REVD FOR RES TO BENDS
2' CLEAR —
(TYN)
CONCRETE PLACED ON
COMPACTED SOL
BACKFILL TWO ODES OF ENCASEMENT TO
OVER MAIN BE FORMED CONTINUOUSLY
•
44
SEWER MAIN
CONCRETE ENCASEMENT
FOR SEWER MAIN
N.T.S.
APPROPRIATE ELL
OF RE0'D.)
LOOONG COVER
USE APPROVED
CIRCULAR
PREFABRICATED
CONCRETE VAULT
WTN LOCKING
COWL. VALVE BOX
ASSOADLY AND
COVER 91WLD BE
APPROPRIATE FOR
LOADING CONOIDON8
ANTOPATEO.
OPTIONAL CONCRETE
RNO
PROVIDE FOR
ENTRANCE AND
Ea OF PRESSURE
SEVER DIRWLH
WALLS O VALVE
VAULT AT ANGLES
REWIRED BY
ORANGE IN DIRE-
CTICN. IF ANY
OCICRETE BLOCKS
RR SUPPORT AS
NECESSARY
MCIESIEAD 010RICA1ED
PWO VALVE W/
Y CPEI NUT OR APP. EQUAL
Y CF GOOSE NECK
TINED DOWN
2' OBSPIN SU 20
SEWAGE AIR/VACUUM
VALVE
NIPPLE ! 2-45 BENDS
Y ELAM VALVE
NIPPLE
- 4 MOPE
CLASS 150
P MOPE TO
4' IPS ADMTCR
004• SOLVENT VELD
9211EDULF 40 WYE
4.0Y FPT TEE` MALL ADMI(NK
THREADED CAP
CHANGE IN PIPE SIZE
!!1
�l1�►
74,iV)24' OPENING IN TOP
::I I/ (ORIENT OVER BENCH)
INS
JUNC11ON MH ALIGNMENT CHANGE
SHAPED INVERTS
RECESS MANHOLE
UD 1/8" TO 1/4"
BELOW FINISH GRADE
TYPICAL INVERTS
WORDS 'SANITARY SEWER'
ON COVER
24'C.I. M.H.
RING & COVER
DENVER HEAVY
OR EQUAL
FIRST JOINT
1' MIN.
3' MAX.
3 REINFORCED CONCRETE
GRADE RINGS (MIN.)
WITH 6' WALL
CAST IRON OR ALUM.
MANHOLE STEPS. POS110N
OVER SHELF IN VERTICAL
UNE AT 15" o.e. MAX.
REINFORCEMENT
(ASTM -C 478)
FLEXIBLE PLASTIC SEAUNG
COMPOUND (RAM-NEK) AT
AU. JOINTS
CONCRETE
MORTOR
CONCRETE BASE
CAST IN PLACE
(3000 PS MIN)
RUBBER 0 -RING OR FLEXIBLE
MANHOLE SEAL GROUT SEAL
NOT ALLOWED
DROP THRU MANHOLE
INVERT ELEV.,OUIJ
SHOWN ON PROFILE
SECTION
PIPE I D
MANHOLE I.D.
18' & SMALLER
21' TO 48"
NOTES:
1. MANHOLE BARREL MINIMUM DIAMETER SHALL CONFORM TO TABLE.
2. SHAPING FOR SMOOTH MANHOLE INVERTS MAY BE DONE 8Y FORMING
OR SHAPING WITH CEMENT MORTOR.
3. THE MANHOLE STEPS SHALL BE SIMILAR AND EGUAL TO ALCOA
ALUMINUM CO. NO. 126538.
4. PRECAST SECTIONS TO CONFORM TO ASTM C-478.
5. PIPE GASKET REQUIRED AT MANHOLE WALL
6. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
OF 3000 PS.
7. COMPLETED MANHOLE INSIDE WALL SURFACE TO BE SEALED WITH A
THOROSEAI. COMPOUND. ALSO THORO5EAL OUTSIDE WALL IN NET
CONDITIONS.
\I
\` BASE #4 012' F OC
WAY, 3'
EACH WAY, 3' CLEAR FROM
TYPICAL MANHOLE SECTION GROUND
TYPICAL MANHOLE DETAIL
N.T.S.
PERMA JOINT SEAL SPECIAL REVERSE 'Y
FOR INCOMPATIBLE JOINTS FITTING
CONCRETE GROUT
A
2'3
B 1 C
BEDDING MATERIAL l�
IMI
+��
UNDISTURBED GROUND * 1�
CONCRETE ENCASEMENT
TO BE A MINIMUM OF 6"
LL
THICK AAROUND DROP
BOTTOM SECTION MAY BE
POURED MONOLITHIC WITH
MANHOLE BASE
INVERT IN
SHOWN ON PROFILE
STANDARD 45' CUT
CURVE
\ SECTION
PRECAST MANHOLE
— 2"A
PIPE .0.
A
8
0
0
6
6
G
H
8'
60'
26'
34'
18'
21'
4-1/2'
8'
4-5/8'
10'
80'
20'
40'
21'
21'
5-1/8'
9'
5-1/2'
12'
80'
18'
42'
24'
21'
5-7/8'
10-3/4'
5-7/8'
15'
78'
38"
50'
30'
24'
7'
12-1/2"
7-3/4"
NOTE:
BARREL SECTION
SPECIAL 90' ELBOW
DROP INVERT
SHOWN ON PROFILE
1. DIMENSIONS SHOWN ARE APPROXIMATE
FOR THE VARIOUS TYPES OF AVAILABLE
PIPE.
2. FOR PAYMENT PURPOSES; ALL FITTINGS, PIPE.
CONCRETE ENCASEMENT SHALL BE INCLUDED IN 1HE
COST OF OUTSIDE DROP.
3. DIAMETER OF DROP SHALL NOT BE LESS THAN THE
UNE PIPE DIAMETER.
4. OUTSIDE DROP SHALL BE CONSTRUCTED WHEN DROP
INTO MANHOLE IS 2'-0' OR GREATER.
OUTSIDE DROP MANHOLE
CONSTRUCTION
N.T.S.
CFPARATIXN 06 WATFR ANO 5FWFR MAINS
1. PARALLEL INSTALLATION:
A. NORMAL CONDITIONS ---MAINS SHALL BE LAID AT LEAST TEN FEET
HORIZONTALLY FROM ANY SANITARY SEWER. STORM SEWER OR SEWER
MANHOLE. THE DISTANCE SHALL 8E MEASURED EDGE TO EDGE.
B. UNUSUAL CONDITIONS -WHEN LOCAL CONDITIONS PREVENT A
HORIZONTAL SEPARATION OF TEN FEET, A WATER MAIN MAY BE
LAID CLOSER TO STORM OR SANITARY SEWER PROVIDED THAT:
1) IT I5 LAID IN A SEPARATE TRENCH.
2) THE ELEVATION OF THE CROWN OF THE SEWER IS AT LEAST
18 INCHES BELOW THE INVERT OF THE WATER MAIN. SUCH
SEPARATION SHALL BE OF UNDISTURBED OR COMPACTED
EARTH.
3) WHERE THIS VERTICAL SEPARATION CANNOT BE OBTAINED,
THE SEWER SHALL BE CONSTRUCTED OF MATERIALS AND
WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN
STANDARDS OF CONSTRUCTION.
2. CROSSINGS:
A. NORMAL CONDITIONS ---'WATER MAINS CROSSING OVER HOUSE SEWERS.
STORM SEWERS, OR SANITARY SEWERS SHALL BE LAID TO PROVIDE
A SEPARATION OF AT LEAST 18 INCHES BETWEEN THEW INVERT OF
THE PRESSURE WATER MAIN AND THE CRCWN OF THE SEWER.
B. UNUSUAL CONDITIONS-4HEN LOCAL CONDITIONS PREVENT A
VERTICAL SEPARATION AS DESCRIBED ABOVE, THE FOLLOWING
CONSTRUCTION SHALL BE USED:
1) SEWER PASSING OVER OR LESS THAN 18 INCHES UNDER
WATER MAINS SHALL BE CONSTRUCTED OR MODIFIED USING
ONE OF THE FOLLOWING METHODS:
a) ONE LENGTH OF PIPE (D.I.P. OR C900 PVC) AT LEAST
18 FEET LONG CENTERED OVER OR UNDER THE WATER MAIN.
JOINTS BETWEEN THE SEWER PIPE AND THE SPECIAL PIPE
SHALL BE ENCASED IN A CONCRETE COLLAR AT LEAST
8 INCHES THICK AND EXTENDING AT LEAST 8 INCHES
EITHER SIDE OF THE JOINT.
b) CONCRETE OR VITRIFIED CLAY SEWER PIPE WITH
REINFORCED CONCRETE ENCASEMENT. ENCASEMENT
SHALL BE AT LEAST 8 INCHES THICK AND EXTEND A
DISTANCE OF 10 FEET ON BOTH SIDES OF THE WATER
MAIN.
2) WATER MAINS PASSING UNDER SEWERS SHALL. IN
ADDITION, BE PROTECTED BY PROVIDING:
a) A VERTICAL SEPARATION OF AT LEAST 18 INCHES
BETWEEN THE INVERT OF THE SEWER AND THE CROAN
OF THE WATER MAIN.
b) ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER TO
PREVENT EXCESSIVE DEFLECTION OF JOINTS AND
SETTLING ON AND BREAKING THE WATER MAINS.
NO. DATE REVISION BY
U)
o U'
O
0)
N
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In
0
IGH COUNTRY ENGINEERING, INC.
PROJECT NO.
2041025
0513
DET2
�I
CL DISCHARGE
CONSTRUCT 6' WOOD
PRIVACY FENCE AROUND
LIFT STATION WITH
LOCKABLE GATE
'OLYETHYLENE 200 PSI RATED
SUCTION
SUCTION LINE
OVATION VIEW
1,0000
T
15 1/4
W
G -R TO HE
33 1/2
23 24" ACCESS
MANHOLE
1
6' DIAM WETWELL
ELEV = TO BE DETERMINED
PRECAST REINFORCED
CONCRETE UD
(TO SUPPORT GOOD UB. LOAD)
— 0,5000
INFLUENT SEWER
INVERT IN - TO BE DETERMINED
ALARM BUBBLER ELEV = TO BE DETERMINED
LAG PUMP BUBBLER ELEV = TO BE DETERMINED
LEAD PUMP BUBBLER ELEV = TO BE DETERMINED
OFF BUBBLER ELEV = TO BE
o,'.,•
o °
DETERMINED
±0009-
-12 s ELEV TO BE
DETERMINED
INCREASING ELBOW
4' DISCHARGE LINE
6' MIN. HOLE
5/8' FOUNDATION BOLT
4 REQ'D (BY OTHERS)
THIS AREA OPEN TO PAD.
INSTALLER MUST SEAL
ALL THRU CONNECTIONS
TO WETWELL GAS TIGHT.
G -R TO HERE
FOR 4' DISCHARGE
21
21
36
STATION
35
36
6' DIA. WETWELL
EXTERIOR PLAN VIEW
INTERIOR
ELEVATION
INTERIOR
PLAN VIEW
PUMP NO. 1
PUMP
G -R TO HERE FOR
4' DISCHARGE
NOTE. CUSTOMER SUCTION AND
DISCHARGE CONNECTIONS
ARE 1258 FLANGE
2' NPT SERVICE
ENTRANCE
CONNECTION
24' DIA. MANHOLE
NOTE:
SUPPLIER TO DESIGN AND SIZE
MOTOR, PUMP, GENERATOR, AND ALL
APPURTENANCES NECESSARY FOR UFT
STATION.
NOTES:
c_
3' SUCTION LINE
5' MIN. HOLE
2 REQ'D
WETWELL
6' DIA. HOLE FOR
SERVICE LINES
1. UFT STATON SHALL BE EQUIPPED *1111 A NATURAL GAS
PONERED AUTO -START MOTOR AND AUTO -DIALER ON TiE
ALARM SYS1E11.
ITEM
DESCRIPTION
MAT'L & SIZE
1
PUMP
CAST IRON, TO BE DETERMINED
2
MOTOR
CAST IRON, TO BE DETERMINED
3
CHECK VALVE
CAST IRON, TO BE DETERMINED
4
PLUG VALVE
CAST IRON, TO BE DETERMINED
5
MOTOR CONTROL PANEL
STEEL
6
LIQUID LEVEL PANEL
STEEL
7
BELTGUARD
STEEL
8
NATURAL GAS MOTOR
MODEL, TO BE DETERMINED
THIS DRAWING IS NOT FOR CONSTRUCTION
PURPOSES LAYOUT IS FOR SUBMITTAL DATA
ONLY AND CAN VARY IN THE SHIP. CERTIFIED
DIMENSIONS FURNISHED UPON REQUEST.
NO. DATE REVISION BY
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PROJECT NO.
2041025
0513
DET3