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48" CONCRETE SHELF TO BE
MINIMUM SLOPED TOWARD CHANNEL:
MAXIMUM SLOPE = 2"/ FOOT
MINIMUM SLOPE = 1"/ FOOT
KORBAND
CONCRETE SHELF
PIPE CLAMP
INLET PIPE
GRADE DROP INSIDE
a
MANHOLE BETWEEN
1-1/2" RADIUS
4 PORTLAND
CROWNS (SEE NOTE)
OUTLET PIPE
a CEMENT
CONCRETE
a NOTE:
MINIMUM GRADE DROP BETWEEN
CROWNS OR BETWEEN INVERTS
SMOOTH GRADE
IS 0.10 FT. MAXIMUM GRADE
BETWEEN INLET
-'
DROP BETWEEN CROWNS OR
d
AND OUTLET
PIPE:'OIA..:'':':'
:::' BETWEEN INVERTS IS ONE—HALF
77
`
° TIMES THE INSIDE DIAMETER OF
r : ..:: •::': ::
.; .:. MANHOLE.
KOR—N—SEAL I
...... .......:... .. ... .
REINFORCED
FLEXIBLE
".::: :: ::...
PRECAST OR
CONNECTOR OR
a '
Q'
CAST -IN -PLACE
APPROVED
MANHOLE BASE
a
EQUAL
a
d
..d7
aa.e
ao
e oa e e e
o ..e
e wee wee
Section
of Tvbical Sanitary
Sewer
Manhole Channel
TYPICAL FOR CONSTRUCTION IN FIELD OR YARD
NEENAH MANHOLE FRAME AND COVER —\
R-1780 OR APPROVED EQUAL WITH
WORDS "SANITARY SEWER" ON COVER
SAND CONCRETE GROUT WITH MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI
PRECAST REINFORCED CONCRETE CONE
a
8"
Not To Scale
TYPICAL FOR CONSTRUCTION IN TRAVELED WAY
12- MIN.
16" M�
REPLACE ASPHALT TO GRADE AND
SPECIFICATIONS OF ORIGINAL ASPHALT
REPLACE BASE COARSE AND SUB —BASE
TO ORIGINAL SPECIFICATIONS
SAW CUT EDGE
OF ASPHALT
ESUB—
SE COARSE
BASE
EDGE OF EXCAVATION
c
ADJUST TO GRADE WITH REINFORCED
R CONCRETE LEVELING RINGS 2"
MINIMUM AND 12"MAXIMUM
ALUMINUM OR CAST IRON MANHOLE
STEPS OR APPROVED EQUAL. MINIMUM
SPACING = 12" O.C. MAXIMUM
SPACING = 16" O.C.
— PRECAST REINFORCED CONCRETE
MANHOLE BARREL
Plan Views, Typical Sanitary Sewer Manhole Channels
Not To Scale
PROPERTY LINE OR EASEMENT LINE
LOCATE VALVE BOX
AS DEPICTED ON
PLANS
FINISHED GRADE —
CURB STOP WITH ADJ
BOX, ARCH PATTERN
1-1/2" HDPE,
CONTINUOUS
PROVIDE HORIZONTAL
BEND FOR EXPANSION
& CONTRACTION 7
2" HPDE � /
9.0'
6"
6' STEEL POST, 3' ABOVE
GROUND, PAINTED BLUE
1-1/2" BALL VALVE
W/ VALVE BOX
WELDED HDPE
2"xl-1/2" WYE
I� I HORIZONTAL BEND
LpW 4•XWXa• calc R! FOR EXPANSION &
PRESSURE BLOCK Base CONTRACTION
SEWER WELDED HDPE
2"xl-1/2" WYE
Low Pressure Sewer Service Connection Detail
—
PAINT TOP FOOT OF MARKER BRIGHT GREE+,r
/
5"
MANHOLE JOINTS TO BE SEALED WITH
\
"KENT SEAL" MANUFACTURED BY K.T.
2" X 4" MARKER POST EXTENDING TO
a
SNYDER COMPANY OR APPROVED
REMOVABLE STOPPER. NOT REQUIRED
EQUAL. RUBBER 0—RING GASKETS
IF CONNECTED TO EXISTING SERVICE.
Jr
48"
o
MAY BE USED IF APPROVED BY THE
ENGINEER.
NOTE: WHEN SEWER MAIN IS AT AN EXCESSIVE
Cast Iron Clean out Castings, Inc.
DEPTH, THE SERVICE MAY CONTINUE UP AT 45'
Model CO-8030-CIB, With
Bolt-Down Lid.(or
TO A MINIMUM DEPTH OF 6' THEN CONTINUE
approved egaaI,
p.)
AT ALLOWABLE SLOPE TO BUILDING.
INVERT OUT SHOWN ON PROFILE
TYPICAL SERVICE PIPE AND FITTINGS ARE
---------
-----
— ---
a
a
4" SDR-35 PVC UNLESS OTHERWISE NOTED.
J-inch Washed Gravel
SLOPE CONCRETE A MINIMUM OF 1" PER
I
;
- 2.5-feet in
Diameter, s-manes
o
FOOT OR A MAXIMUM OF 2" PER FOOT
MINIMUM GRADE = 2%
(1/4" PER FOOT)
Cast Iran Valve Be, Riser -
with "sEeaR-oowonLid.d(tyP)
I
thick. (typ.)
TOWARD CHANNEL
I
INVERT IN SHOWN ON PROFILE
I
PORTLAND CEMENT CONCRETE INVERT (SEE
TYPICAL MANHOLE CHANNEL DETAIL)
SEWER MAIN
z-men s.D.R.-11
HDPE Cleanout
z-inch Screw -in Plug
45' BEND
Riser Isco Part
No. ISFFC002111PS
PRECAST REINFORCED CONCRETE MANHOLE
45' REMOVABLE STOPPER OR
2-inch HDPE Ball Valve
rp')
Flaw Fu Encasement of all
BASE CONCRETE MANHOLE
CONNECT TO EXISTING SERVICE
�)
zbr oc ofdeurfarea([nn
BASE �ASREIINFOPLACE
AS DIRECTED BY ENGINEER
<
a °
0
6" BEDDING MATERIAL: 1-1/2"
FULL BODY WYE
10-AWO 'UeF' T� b
°4
MINUS GRAVEL COMPACTED TO
8" MINIIv�JM
95% MODIFIED PROCTOR DENSITY
� '4 .
6rtee_
_ _ ve_
e _ tee_
Sanitary Sewer Service
-__-_-__
-----
-
a SW 2-inch S.D.R.-11 HDPE
45 ELBOWS -
FUSION -WELDED ISCO Part No.
ISFF4502111PS (typ.)
n d
Connection at Sewer Main
2-inch HDPE SWEEP Wye o
Butt -Welded ISCO Part No.
ISFFWY02071P5
'
`
Typical
Sanitary
Sewer
Manhole
Not To Scale
�� Washed Gravel
Concrete Thrust Block (typ)
SECTION "A A"
Not To Scale
NOT TO SCALE
TYPICAL FOR CONSTRUCTION IN FIELD OR YARD
TYPICAL FOR CONSTRUCTION IN TRAVELED WAY
REESTABLISH LAWN AREAS WITH
REPLACE ASPHALT TO GRADE AND SPECIFICATIONS
SOD. REVEGETATE NON LAW AREAS
OR ORIGINAL ASPHALT OR MIN. TOWN SPECS. FOR
IN ACCORDANCE WITH TOWN
CLASS O STREET, WHICHEVER IS GREATER. SEE
SPECIFICATIONS.
NOTE (2).
REPLACE BASE COURSE AND SUB -BASE TO ORIGINAL OR TOWN,
REPLACED TOPSOIL
OR PROJECT SPECIFICATIONS, WHICHEVER IS GREATER.
2' �I
III
j 7�����
SAW CUT
/ III III III -III III
_ e __ __ o e BASE COARSE EDGE OF
ASPHALT
SUB -BASE
SIDE OF EXCAVATION
REPLACE OR INSTALL GEOTEXTILE
FABRIC IF SPECIFIED BY ENGINEER
SIDES OF TRENCHES HIGHER THAN 5'
/���� BACK FILL MATERIAL PER
ABOVE THE BOTTOM OF THE TRENCH
CONSTRUCTIN SPECIFICATIONS
TO HAVE A MAXIMUM SLOPE OF 1 :1
OR TO BE SHORED AND SHEATHED IN
ACCORDANCE WITH OSHA
REGULATIONS.
TRENCH yl O
WIpTH 3
MINIMUM DEPTH OF
BURY TO BE 3.5 FEET
FROM FINISHED GRADE
Tn renWN OF PIPE
q o SELECT PIPE BEDDING MATERIAL PER
CONSTRUCTION SPECIFICATIONS.
12" MINIMUM
MINIMUM 12 AWG "UF" GRADE INSULATED
COPPER TRACE WIRE TAPED TO CROWN OF
PIPE PER SPECIFICATIONS.
WATER PIPE (SIZE, GRADE AND
MATERIAL SHOWN ON PLAN AND
PROFILES)
IN AREAS OF UNSUITABLE BEDDING MATERIAL
ENCOUNTERED AT GRADE DEPTH, EXCAVATE
ADDITIONAL DEPTH AS DIRECTED BY ENGINEER,
AND REPLACE WITH SUITABLE MATERIAL AS
DIRECTED BY ENGINEER.
Oj ROTO-MILL ONE HALF THICKNESS OF ASPHALT OR 1-1/2" MINIMUM THICKNESS.
APPLY TACK COAT TO MILLED SURFACE. REPLACE WITH HOT BITUMINOUS PAVEMENT
IN FINAL OVERLAY OF ENTIRE TRENCH AREA OR SAW CUT ASPHALT A MINIMUM
DISTANCE OF 2 FT. LATERALLY FROM EDGE OF EXCAVATION AND REPLACE REMOVED
ASPHALT USING INFRARED PATCHING PROCESS AT ASPHALT SAWCUT JOINT.
OFOR PIPELINE CONSTRUCTION WHICH IS TO BE UNDER NEW ROADWAY
CONSTRUCTION, THE CONSTRUCTED ROADWAY SECTION SHALL BE IN
ACCORDANCE WITH THE ROAD SECTION DESIGN PREPARED BY A
GEOTECHNICAL ENGINEER.
OTRENCH WIDTH TO BE A MINIMUM OF 8" PLUS
THE DIAMETER OF THE PIPE, AND A MAXIMUM OF
24" PLUS THE DIAMETER OF THE PIPE.
Typical Sanitary Sewer Line Trench
Not To Scale
TYPICAL FOR CONSTRUCTION IN FIELD OR YARD TYPICAL FOR CONSTRUCTION IN TRAVELED WAY
CONCRETE COLLAR (SEE DETAIL)
REPLACE ASPHALT TO GRADE AND
SPECIFICATIONS OF ORIGINAL
NEENAH MANHOLE FRAME AND COVER I RECESS MANHOLE ASPHALT OR MIN. TOWN SPECS FOR
R-1780 OR APPROVED EQUAL WITH RIM AND LID CLASS OF STREET, WHICHEVER IS
SEE NOTE
THE WORD "SEWER" ON THE COVER 1/4" TO 3/8" GREATER. 2
TYPE "F" PICK -HOLE ON COVER BELOW FINISH
GRADE OF REPLACE BASE COARSE AND
CONCRETE SUB -BASE TO ORIGINAL
SAND CONCRETE GROUT WITH MINIMUM COLLAR SPECIFICATIONS
COMPRESSIVE STRENGTH OF 3000 PSIIN F
UK
YARDSIELDS TOP OF / �\� / e - e _ BASE COARSE
MANHOLE COVER _- SAW CUT
SHALL BE SET ° a�_ a EDGE OF
AT AN ELEVATION - e - ' _' e
SUB -BASE ASPHALT
TO PREVENT ° a° ; ADJUST TO GRADE WITH EDGE OF
PONDING AT THE 8" a a 24" REINFORCED CONCRETE LEVELING
MANHOLE AND RINGS 2" MINIMUM AND 12" EXCAVATION
SURFACE MAXIMUM
3.5' INFILTRATION 24"
MIN. 5" MAX. MANHOLE JOINTS TO BE SEALED
WITH "Rub'R-Nek" MANUFACTURED
INVERT OUT c BY K.T. SNYDER COMPANY OR
SHOWN ON 48" APPROVED EQUAL.
PROFILE
ALUMINUM OR M.A. INDUSTRIES MANHOLE
INVERT IN 12' MIN. STEPS OR APPROVED EQUAL.
SHOWN ON 16n MINIMUM SPACING = 12" O.C.
PROFILE 4' MAX. MAXIMUM SPACING = 16" O.C.
18" a PRE -CAST REINFORCED CONCRETE
MAXIMUM MANHOLE BARREL
SLOPE CONCRETE A MINIMUM OF 1"
PER FOOT OR A MAXIMUM OF 2" PER
FOOT TOWARD CHANNEL
PORTLAND CEMENT CONCRETE INVERT
LV
(SEE TYPICAL MANHOLE CHANNEL
DETAIL)
8" MINIMUM e d PRE —CAST REINFORCED CONCRETE
MANHOLE BASE OR REINFORCED
6^ CONCRETE MANHQLE BASE ' P CAST—IN—PLACE(3)
\/ NY/
///////�COURSE MATERIAL:
AS PER SPECIFICATIONS
OROTO—MILL ONE HALF THICKNESS OF ASPHALT OR 2" MINIMUM COMPACTED INSITU
THICKNESS. APPLY TACK COAT TO MILLED SURFACE. REPLACE WITH SUBGRADE AS PER
SEAL CONNECTION TO HOT BITUMINOUS PAVEMENT IN FINAL OVERLAY OF ENTIRE TRENCH SPECIFICATIONS
MANHOLE WITH AREA OR SAW CUT ASPHALT A MINIMUM DISTANCE OF 2 FT.
NON —SHRINK GROUT OR LATERALLY FROM EDGE OF EXCAVATION AND REPLACE REMOVED
KOR—N—SEAL I ASPHALT USING INFRARED PATCHING PROCESS AT ASPHALT SAWCUT
FLEXIBLE CONNECTOR, JOINT.
OR APPROVED EQUAL
(SEE SEWER MANHOLE O FOR PIPELINE CONSTRUCTION WHICH IS TO BE UNDER NEW
CHANNEL SECTION ROADWAY CONSTRUCTION, THE CONSTRUCTED ROADWAY
DETAIL). SECTION SHALL BE IN ACCORDANCE WITH THE ROAD SECTION
DESIGN PREPARED BY A GEOTECHNICAL ENGINEER.
O3 IN HIGH GROUND WATER CONDITIONS, AT THE DIRECTION
OF THE TOWN, PRECAST MANHOLE BASES SHALL BE
USED.
Standard Straight Sanitary Sewer Manhole
Not To Scale
Not To Scale
Cast Iron Clean Out Castings, Inc.
Model Capproved
CIB, With
Bolt -Down Lid.(or approvNOTE; Not shown for clarity. Concrete Thrust Block and Washed Gravel under EACH
ed qual) Ball Valve; Washed Gravel under EACH Cleanout Box; Flwo-Fill Encasement of ALL
(typ') Elbows and riser pipe. See Section "A - A" for Details.
T_ cast Iran valve Box Riser -
Rh"SEWER" o the lid, and
Bolt -Down Lid. (typ.) 2-inch Screw -in Plug
2-inch S.D.R.-11
HDPE Cleanout
5.50' Riser ISCO Part
(mi l 'li No. ISFFC002111PS
cove,) (typ.)
ZL2-1,dh HDPE Ball Valve
visible) - (typ.) (2) 2-inch S.D.R.-11 HUFF
SWEEP 45' ELBOWS -
10-AWG "UF" Trace FUSION -WELDED ISCO Part No.
Wire.(typ.) ISFF4502111PS (typ.)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Flow to Manhole _ Flow from Purrp
�z
2-inch HDPE SWEEP Wye - 2-1nch S.D.R.-11 HDPE Force
Butt -Welded ISCO Part No. Main (typ.)
ISFFWY02071PS (typ.)
SECTION VIEW OF SEWER FORCE MAINS CLEANOUT
NOT TO SCALE
0
Cast Iron Clean Out Castings, Inc.
Model 00-8030-CIB, Wth
Bolt -Down Lid.(or approved equal)
(typ)
n Plug
2/ELB
O(2)
2-inch SE
SWEEP
SCO
FUSION-WELDEDISCO. --�ISFF4.)Cast
Iron Valve Box Riser -
with "SEWER"on the lid, and
Bolt -Down Lid. (typ2-inch
S.D.R.-11 HOPE
Cleanout Riser ISCO Part
No. ISFFC002111PS (typ.)
10-AWG "UF" Trace
2-inch HDPE Ball Valve J
we(t
------------
9
¢-----
Flow to Manhole
- _
-� _ Flow from Pump
Alternate orientation of
Clean -out Wye, ball valve
x 01
2-inch HDPE S ye P W- Butt -Welded
and riser, and cleanout Y'
i�
ISCO Part No. ISFFWY02071PS
�
i
NOTE; Not shown for clarity. Concrete
Ball Valve; Washed Gravel under EACH
Thrust Block and Washed Gravel under EACH
Cleanout Box; Flwa-Fill Encasement of ALL
__-
/i__-````N
Elbows and riser See Section
"A - A" for Details.
'
pipe.
PLAN VIEW OF
SEWER FORCE MAINS CLEANOUT
1 �111�11111MY1 1
NOT TO SCALE
Sanitary Sewer Force Mains Cleanout
Not To Scale
TYPICAL FOR CONSTRUCTION IN FIELD OR YARD TYPICAL FOR CONSTRUCTION IN TRAVELED WAY
RECESS MANHOLE 1/4" TO 3/8" BELOW
D & L SUPPLY CLEANOUT FRAME AND FINISH GRADE OF CONCRETE COLLAR
CUVER H-8030 OR APPROVED EQUAL
WITH THE WORD "SEWER" ON THE COVER REPLACE ASPHALT TO GRADE AND
SPECIFICATIONS OF ORIGINAL ASPHALT OR
X CO
j�\ jam\
BASE COARSE
e = SUB -BASE
REPLACE BASE COURSE
AND SUB -BASE TO
ORIGINAL SPECIFICATIONS
VARIES
COMPACTE TO 95% 3/4 INCH MINUS GRANULAR
STANDARD PROCTOR FILL MEETING CDOT CLASS 6
DENSITY SPECIFICATIONS
6" I.D. PIPE (TYPE SHOWN ON PLANS)
STANDARD 6" 45' BEND
STANDARD O-RING CORPORATION JOINTS
SEWER LINE
NOTE:
NOG FITTINGS
OR PIPE ALLOWED
FLOW DIRECTION
LINE SIZE X 6" WYE
�j ROTO-MILL ONE HALF THICKNESS OF ASPHALT OR 1-1 /2" MINIMUM THICKNESS.
APPLY TACK COAT TO MILLED SURFACE. REPLACE WITH HOT BITUMINOUS
PAVEMENT IN FINAL OVERLAY OF ENTIRE TRENCH AREA OR SAW CUT ASPHALT A
MINIMUM DISTANCE OF 2 FT. LATERALLY FROM EDGE OF EXCAVATION AND
REPLACE REMOVED ASPHALT USING INFRARED PATCHING PROCESS AT ASPHALT
SAWCUT JOINT.
OFOR PIPELINE CONSTRUCTION WHICH IS TO BE UNDER NEW ROADWAY
CONSTRUCTION, THE CONSTRUCTED ROADWAY SECTION SHALL BE IN
ACCORDANCE WITH THE ROAD SECTION DESIGN PREPARED BY A
GEOTECHNICAL ENGINEER.
Sanitary
Sewer Cleanout
Not To Scale
II
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QD
I I Ito T 68 s---
0
I I 2 41 s ft. -- --
OT 73
b 970 s
v , LOT 71
21,711 sq. ft/ o / / 6g5
L X
1
\ 19,148 sq. ft p —
Fill g _
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Bh nda y I \ / _-- r I I X
v A LOT 77
14, 7 sq. X
oa L 81 I I
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/ 6
11,734 sq. ft. / /l I I X
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13, 30 sq ft. /
18,334 s ft
o
OT 84
/
/ 11,749 sq. ft.
40
// 7
CO1 \ S -
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ew Itn is ee i / / \ STAR I (X /
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LOT 8 / 2 ,30 sq. ft.
I
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H-
// TIVE OPE PA E M3
RC L I sT
\ �� / 69,817 s . t.
4,12 sq. ft. \ AC ES ,
00
LOT 8
1 ,316 sq. f .
co
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\ 11, 3. sq. ft. _' TO BE FIELD
\ SM -A2 VERIFIED
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— — � 6820 I 1.
_— 76 x n
6,561 sq. ft. �F—
WL PROPOSED 8" CL. 200
C900 PVC WATERLINE
x PROPOSED 8" GATE VALVE
50 0 50 100 150
GRAPHIC SCALE IN FEET
1 INCH = 50 FEET
CONTOUR INTERVAL = 2 FEET
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AP OR PLUG
CROSS
SECTION OF TYPICAL
THRUST BLOCK
REDUCER
TEE
MINIMUM
DIMENSIONS FOR THRUST BLOCKING
FITTING
SIZES
TEES & PLUGS
90' BEND
45' BEND & WYES
_ -
A
B
A
B
A
B
A
B
6"
2'-0" (2.00')
V-11" (1.92')
2'-5' (2.42')
2'-2" (2.17')
V-10" (1.83')
V-7" (1.58')
V-9" (1.75')
0'-10" (0.83')
8"
2'-8" (2.67')
2'-6" (2.50')
V-2" (3.17')
3'-0" (3.00')
2'-5" (2.42')
2'-1" (2.08')
V-9" (1.75')
V-6" (1.50')
10"
V-4" (3.33')
V-3" (3.25')
4'-0" (4.00')
V-10" (3.83')
3'-0" (3.00')
2'-9" (2.75')
2'-2" (2.17')
V-11" (1.92')
12"
4'-0" (4.00')
V-10" (3.83'
4'-8" (4.67')
4'-8" (4.67')
3'-8" (3.67')
V-3" (3.25')
2'-7" (2.58')
2'-3" (2.25')
14"
5'-5" (5.42')
3'-10" (3.83'
6'-6" (6.50')
4'-11" (4.92')
4'-9" (4.75')
3'-5" (3.42')
3'-5" (3.42')
2'-5" (2.42')
NOTE:
DIMENSIONS OF THRUST BLOCKS WILL DEPEND ON SOIL
CONDITIONS AT SITE OF THRUST BLOCK. THRUST BLOCKS
LARGER THAN SHOWN IN THIS TABLE MAY BE REQUIRED.
Thrust Blocks
Not To Scale
TYPICAL FOR CONSTRUCTION IN FIELD OR YARD
REESTABLISH LAWN AREAS
WITH SOD. REVEGETATE NON
LAWN AREAS IN ACCORDANCE
WITH TOWN SPECIFICATIONS.
REPLACED TOPSOIL
SIDE OF EXCAVATION -
SIDES OF TRENCHES HIGHER THAN
5' ABOVE THE BOTTOM OF THE
TRENCH TO HAVE A MAXIMUM
SLOPE OF 1:1 OR TO BE SHORED
AND SHEATHED IN ACCORDANCE
WITH OSHA REGULATIONS.
MINIMUM DEPTH OF
BURY TO BE 5.5 FEET
FROM FINISHED GRADE
TRENCH WI
TYPICAL FOR CONSTRUCTION IN TRAVELED WAY
REPLACE ASPHALT TO GRADE AND SPECIFICATIONS
OF ORIGINAL ASPHALT OR MIN. TOWN SPECS. FOR
CLASS OF STREET, WHICHEVER IS GREATER
SEE NOTE O
REPLACE BASE COARSE AND SUB -BASE TO ORIGINAL OR TOWN,
�OR PROJECT SPECIFICATI NS, WHICHEVER ARE GREATER.
BASE COARSE SAW CUT
EDGE OF
ASPHALT
SUB -BASE
REPLACE OR INSTALL GEOTEXTILE FABRIC
IF SPECIFIED BY ENGINEER
BACK FILL MATERIAL PER
CONSTRUCTION SPECIFICATIONS
O
TO CROWN OF PIPE. SELECT PIPE BEDDING MATERIAL
PER CONSTRUCTION SPECIFICATIONS
12" MINIMUM A ;
MINIMUM 10 AWG "UF" GRADE INSULATED
COPPER TRACE WIRE TAPED TO CROWN OF
<:
PIPE PER SPECIFICATIONS.
WATER PIPE
4 (SIZE AND TYPE SHOWN ON
PLANS AND SPECIFICATIONS)
IN AREAS OF UNSUITABLE BEDDING MATERIAL
ENCOUNTERED AT GRADE DEPTH, EXCAVATE
ADDITIONAL DEPTH AS DIRECTED BY ENGINEER, AND
REPLACE WITH SUITABLE MATERIAL AS DIRECTED BY
ENGINEER.
Oi ROTO-MILL ONE HALF THICKNESS OF ASPHALT OR 1-1/2" MINIMUM
THICKNESS. APPLY TACK COAT TO MILLED SURFACE. REPLACE WITH
HOT BITUMINOUS PAVEMENT IN FINAL OVERLAY OF ENTIRE TRENCH
AREA OR SAW CUT ASPHALT A MINIMUM DISTANCE OF 2 FT.
LATERALLY FROM EDGE OF EXCAVATION AND REPLACE REMOVED
ASPHALT USING INFRARED PATCHING PROCESS AT ASPHALT SAWCUT
JOINT.
O2 FOR PIPELINE CONSTRUCTION WHICH IS TO BE UNDER NEW
ROADWAY CONSTRUCTION, THE CONSTRUCTED ROADWAY
SECTION SHALL BE IN ACCORDANCE WITH THE ROAD SECTION
DESIGN PREPARED BY A GEOTECHNICAL ENGINEER.
OTRENCH WIDTH TO BE A MINIMUM OF
8" PLUS THE DIAMETER OF THE PIPE,
AND A MAXIMUM OF 24" PLUS THE
DIAMETER OF THE PIPE.
Water Line Trench
Not To Scale
/0"
pal. , / � JA/// p
TEE
NOTES
ALL JOINTS SHALL BE EBAA IRON
INC. MEGALUG RESTRAINTS,
ENCAPSULATED IN POLYETHYLENE
SHEETING, OR "PROTECTO WRAP".
BOLT VALVE TO TEE OR CROSS.
ALTERNATE RESTRAINT METHOD
CAN BE FLANGE TEE OR CROSS
WITH FLANGE x MJ VALVES, WITH
MEGALUG RESTRAINTS.
CROSS
1) ALL MECHANICAL JOINT RESTRAINT SHALL BE "EBAA IRON INC." MEGALUG ONLY, NO SUBSTITUTIONS.
2) JOINT RESTRAINT SHALL COMPLY WITH THE MOST CURRENT VERSION OF EBAA IRON INC.'S JOINT RESTRAINT PROGRAM,
USING THE SOIL, PIPE, DUPTH OF BURY, TRENCH TYPE, SAFETY FACTOR AND TEST PRESSURE SPECIFIED BY THE ENGINEER.
3) ALL TEES, CROSSES, VALVES, AND JOINT RESTRAINTS TO BE POLY -WRAPPED REGARDLESS OF SOIL CONDITIONS.
Line Valves at Tees and Crosses
LOCATE NEW CURB BOX
12" ON STREET SIDE
OF PROPERTY LINE
FINISH GRADE -
CURB STOP WITH ADJ
BOX, ARCH PATTERN
1" PURE -CORE SIDR7
PROVIDE HORIZONTAL
BEND FOR EXPANSION
& CONTRACTION
10 AWG "UF" GRADE CORP STOP
INSULATED COPPER
TRACE WIRE
a"xa"xa^ CONCRETE
,� BLOCK BASE
WATER ALL BRASS STRAP &
MAIN SADDLE (PER OMSCO)
SAND CONCRETE GROUT WITH MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI
_ c
n D...
D-
PRECAST REINFORCED CONCRETE CONE
D
D °
D'
D
Dp
°
1 /4" Dia.
WEEP HOLE
Not To Scale
6' STEEL POST, 3' ABOVE
GROUND, PAINTED BLUE
PROPERTY LINE
WRAP 10 AWG "UF
D COPPER TRACE I,
VALVE BOX BARREL
CURB STOP
INSTALL CMU AS
TEMPORARY THRUST
BLOCK
R=6 typ
Plan View
Service Connection
UNION D
19 D
D
Not To Scale
CORP STOP
REPLACE ASPHALT TO GRADE AND SPECIFICATIONS
OF ORIGINAL ASPHALT OR PROJECT SPECS. FOR
CLASS OF STREET, WHICHEVER IS GREATER.
NOTE:
FOR PIPELINE CONSTRUCTION WHICH IS TO BE UNDER
NEW ROADWAY CONSTRUCTION, THE CONSTRUCTED
ROADWAY SECTION SHALL BE IN ACCORDANCE WITH
THE ROAD SECTION DESIGN PREPARED BY A
GEOTECHNICAL EN INEER.
2' SAW CUT EDGE OF ASPHALT
BASE COARSE
SUB -BASE
EDGE OF EXCAVATION
REPLACE BASE COARSE AND SUB -BASE TO
ORIGINAL SPECIFICATIONS
ADJUST TO GRADE WITH REINFORCED
CONCRETE LEVELING RINGS
2" MINIMUM AND 12"MAXIMUM
e. l- GRAVEL FILL - 6" Min. DEPTH (TYP)
CONCRETE PARKING STOPS
OR APPROVED EQUAL.
Air -Vac Valve Assembly
Not To Scale
PRECAST CONCRETE MANHOLE, 48-IN. I.D., 5-FT.
DEPTH (MIN.), CAST ALUMINUM STEPS, NEENAH
14
24-IN. MANHOLE FRAME AND COVER WITH FROST
RESISTANT INNER LID, R-1758-D OR APPROVED
EQUAL WITH WORD "WATER" ON COVER.
16
SADDLE, PER SPECIFICATIONS.
1-IN. BRASS PIPE
17
NIPPLES, 2-IN. LONG
1g
1-IN. BRASS BALL VALVE
19
APCO COMBINATION AIR VALVE, MODEL 143C
20
1-IN. GALVANIZED IRON OR BRASS PIPE
21
1-IN. GALVANIZED IRON OR BRASS ELL
PROVIDE MEGALUG FIELD -
INSTALLED JOINT RESTRAINT
2 - #5 BARS, BEND AS SHOWN
1 EACH SIDE OF PIPE
#5 TIE BARS EVERY 6" VERTICAL AND HORIZONTAL
NOTE:
DIMENSIONS OF THRUST BLOCKS WILL
DEPEND ON SOIL CONDITIONS AT SITE
OF THRUST BLOCK. THRUST BLOCKS
LARGER THAN SHOWN IN THIS TABLE
MAY BE REQUIRED.
CUBIC YARDS OF CONCRETE IN VERTICAL THRUST BLOCK
SIZE
11-1 4° BEND
22-1 2' BEND
45° BEND
6"
1 /4
1 /2
1
8"
1 /2
1
2
10"
3/4
1-1/2
2-1/2
12"
1
1 2
1 3
14"
1-1/4
1 2-1/2
1 4
Vertical Bend
Not To Scale
NOTE.
ON CONTINUOUS WIRE SEGMENT, STRIP INSULATION FROM WIRE FOR APPROXIMATELY 1-INCH; DO NOT
CUT WIRE TO MAKE THE SPLICE. ON SEGMENT TO BE JOINED, STRIP INSULATION FROM END FOR
APPROXIMATELY 1/2-INCH. TWIST STRIPPED END TOGETHER WITH PLIERS, AND TWIST ALL WIRES TO
BE JOINED FOR APPROXIMATELY 6-INCHES. TAPE ALL WIRES AT THE END OF THE TWISTED SECTION.
ALTERNATE #1: JOIN STRIPPED ENDS WITH SILICONE FILLED WIRE NUT OF THE APPROPRIATE SIZE
FOR THE NUMBER OF WIRES BEING JOINED. TAPE WIRE NUT TO WIRES WITH WATERPROOF
ELECTRICAL TAPE.
ALTERNATE #2: JOIN STRIPPED ENDS WITH CRIMPED SPLICE, COAT WITH "LIQUID ELECTRIC TAPE" OR
OTHER ENGINEER APPROVED SEALANT, AND TAPE OVER WIRES AND SPLICE TERMINAL.
ON BOTH ALTERNATES, FINISH BY TAPING ONE FOOT SECTION CONTAINING SPLICE TO ONE LEG OF
THE CONTINUOUS WIRE AND THE WIRE BEING JOINED.
STRIP ALL WIRES,
APPLY EITHER:
1) SILICONE FILLED WIRE NUT AND
COVER WITH WATERPROOF TAPE, OR
2) CRIMPED TERMINAL SPLICE AND
WATERPROOF SEALANT AND TAPE.
TAPE AT END OF TWISTED 6»
SECTION, AND AT SPLICED ENDS. T
TAPE SPLICED END,
AFTER WATERPROOF
SPLICE IS COMPLETE.
12"
Trace Wire Splice
Not To Scale
TYPICAL FOR CONSTRUCTION IN FIELD OR YARD I TYPICAL FOR CONSTRUCTION IN TRAVELED WAY
RECESS TOP OF VALVE BOX
WORD "WATER" 114" TO 318" BELOW FINISH
ON COVER GRADE OF CONCRETE COLLAR
ADJUSTABLE C.I. VALVE
BOX 5" BARREL
2" COMPRESSION MATERIAL
WATER -TIGHT
SPLICE, SEE DETAIL
12 A WG "UF" GRADE
INSULATED TRACER
WIRE TAPED TO
CROWN OF PIPE
NOTE:
LOOSELY WRAP 10 AWG "UF" GRADE
INSULATED COPPER TRACE WIRE
6 AROUND VALVE BOX BARREL.
DRILL 3/8" HOLE TO ALLOW TRACER
WIRE TO ENTER BARREL 4" BELOW
VALVE BOX COVER WITH 12" OF
WIRE DRAPED IN BARREL.
a v
GATE VALVE MEGALUG JOINT
RESTRAINT
In -line Gate Valve
Not To Scale
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HYDRANTS:
MUELLER "CENTURION"
KENNEDY "GUARDIAN"
U.S. PIPE "METROPOLITAN 250"
WATEROUS "PACER"
ALL MUST CONFORM TO AWWA STANDARD C502.
TRACE WIRE HYDRANT ASSEMBLY
ATTACHED
TO GROUNDING
ROD WITH
BRONZE CLAMP TRACE WIRE
AND SCREW PER SPECIFICATIONS
SAFETY FLANGE HYDRANT ISOLATION VALVE
GROUND SURFACE 2" MIN
4" MAX
oh, di. III.
10 AWG "UF" GRADE
INSULATED COPPER
TRACE WIRE
GATE VALVE WITH BOX
(PER TYPICAL GATE VALVE
DETAIL)
5.5 FEET
MINIMUM
DEPTH OF
BURY
10 AWG "UF" GRADE
3 FT. �/ j INSULATED COPPER
COPPER TRACE WIRE TO SPLICE
CLAD GROUNDING EL FOLLOW WATER MAIN
ROD
\/\1\Ai\i\\
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M EGALU G
1 CUBIC YARD
GRAVEL DRAIN OF \/
1-1/2" WASHED HYDRANT DRAIN
GRAVEL
PIT 2'-6" DIA. BY
3' DEEP BELOW
HYDRANT DRAIN
Fire Hvdrant Assembl
Not To Scale
THRUST BLOCK
NOTES:
1. ALL JOINTS FROM THE WATER MAIN TO THE FIRE
HYDRANT SHALL BE MECHANICAL JOINTS
ENCAPSULATED IN POLYETHYLENE WRAP.
2. ALL SPLICES IN TRACE WIRES SHALL BE MADE WITH
WATERPROOF SPLICE (IN ACCORDANCE WITH TRACE
WIRE SPLICING DETAIL) JOINTS ACCEPTABLE TO
INSPECTOR.
3. INSTALL VALVE AT TEE.
#5 BARS CONTINUOUS ® CORNERS
#4 TIES ® 16' 0'C�
C900 OR D.I.P.
SLEEVE --\
3"
(roinJ
(typJ
METHOD 2
(SLEEVE
ENCASEMENT)
SECTION OF
CONCRETE COLLAR
WATER SUPPLY PROTECTION METHOD 2:
—(SLEEVE ENCASEMENT)
ENCASE NEW SEWER PIPE INSIDE A SLEEVE OF C900 PVC OR D.I.P.
THE SLEEVE SHALL HAVE A MINIMUM LENGTH SUCH THAT THE MINIMUM
HORIZONTAL DISTANCE FROM THE END OF THE SLEEVE TO ANY POINT
ON THE WATERLINE IS AT LEAST 10 FEET. THE ENDS AND ALL JOINTS
OF THE SLEEVE SHALL BE ENCASED IN CONCRETE COLLARS AS SHOWN.
METHOD 2
(SLEEVE
ENCASEMENT)
(Min.) (rein,)
METHOD 1:
(SUBSTITUTE
SECTION OF WATER LINE CROSSING DETAIL
10' MINIMUM
D.I.P. OR
C900 SLEEVE
SEWER MAIN
(IN D.I.P. OR C900 SLEEVE)
O THESE DETAIL APPLY TO ALL NEW SEWER PIPELINES (MAINS AND
SERVICES) CONSTRUCTED WITHIN 10 FEET HORIZONTALLY OF AN
EXISTING WATER MAIN WHERE THE SEWER PIPES ARE CONSTRUCTED
VERTICALLY ABOVE OR WITHIN 18-INCHES BELOW THE ELEVATION
OF THE WATER MAIN.
OSEWER SERVICE WYES SHALL NOT BE ALLOWED WITHIN 10 FEET
HORIZONTALLY OF AN EXISTING WATER MAIN.
EXISTING WATER LINE
SDR26, HDPE,
OR C900 PVC
WATER SUPPLY PROTECTION METHOD
— (SUBSTITUTE SEWER PIPE)
SDR26 PVC, HDPE OR C900 PVC PRESSURE PIPE MAY BE USED AS A SUBSTITUTE SEWER PIPE.
LENGTH OF SUCH SUBSTITUTE SEWER PIPE SHALL EXTEND FROM SEWER MANHOLE TO SEWER
MANHOLE ON EACH SIDE OF THE WATERLINE CROSSING INCLUDING SERVICE WYES AND PIPELINES.
IF THIS METHOD IS USED, THE SEWER PIPELINE JOINTS SHALL BE SPACED IN SUCH A MANNER AS TO
MAXIMIZE THE POSSIBLE HORIZONTAL DISTANCE FROM SEWER PIPE JOINTS TO THE WATERLINE.
FURTHERMORE, THE SEWER PRESSURE PIPE WILL BE TESTED AT DOUBLE THE NORMAL TEST
PRESSURE.
PLAN OF WATER LINE CROSSING DETAIL
Water Line Crossing Detail
Not To Scale
SDR26 PVC. HDPE OR C900 PVC
METHOD 1:
(SUBSTITUTE PIPE)
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00
EOEZZ
L� + »
Oo�z
+
6850
41.38 Ft.
114 58
[r
00 . Ft.
1.
18 In. A S—N12 18 In. ADS—Ni
6840
DATUM ELEV
6835.00
181 In. AD—N12
O O
W N N
O �N�
= D�0�0(0
Z 0,)(0
Q O� FL:
NCO ZD
W +�>>
() N0_ZZ
106.92 Ft.
1.00%
In. ADS--N
00 c0 q: N M t0 n n N 00 00 r` O n M 00 Ln
0)00 00 00 � � �'O � rl �� LO - � � Ln Ln � �
CO (0 (O 00 00 00 00 00 00 00 00 00 00 00
(D (0 (0 00 00 (0 to O (0 t0 O W t0 (0 (0 (0 (0
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
Storm 4
i
000 M
't (Op
M
O W
LO
r-00 O
O O
O�(0
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J
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00
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k7-77 Ft.
1.967.
6850
18 In. ADS—Ni
DATUM ELEV
N
M
MO
� O O
W
Z m Z
2 O 0 O
O
+—
�00_z
6950
6940
6930
DATUM ELEV
6925.00
O
(0
O
(0
00 00 00
(0 (0 t0
0+00 0+50
Storm 2
O
0
r- O
O (0
O
o -t ~
Z
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w.
D +—Z
.23 F
1.00%
.
00
0)
(0
14-
O
cD
O
O
w
O
t0
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cD
O
to
O
c0
0+00 0+50 1+00
Storm 5
LLJ o
Q
J 000
O (0
W
0 -t
L� 0
0 O(.00
00
M
Ln
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W ONO
r-oi00
= N 00
Q M
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6840
13[•7
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DATUM ELEV
00
(0
±
zz
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26
89
N �
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(0
(0
(0
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co
(0
co
co
co
(0
(0
(0
(0
(0
(0
(0
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
Storm 3
• it
DATUM ELEV
FA
1-
w
2
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00
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30
w
(o
(0
0+00
0+50
Storm 6
50 0 50 100 150
HORIZONTIAL GRAPHIC SCALE IN FEET
1 INCH = 50 FEET
VERTICAL SCALE, 1 INCH = 10 FEET
m
Q
2 m
U
0
Q m
Z
0
w
w
LL
> b
w
ia� Z
EDGE OF SHOULDER
NOTE: SLOPE OF DITCH VARIES - SEE TABLE BELOW
TYPICAL ROADSIDE DITCH SECTION VIEW
Not To Scale
DISCHARGES FROM TRIANGULAR DRAINAGE CHANNELS WITH 2:1 (Horizontal to Vertical) SIDE SLOPES, AT
VARYING CHANNEL SLOPES AND DEPTHS. MANNINGS "n" SET AT 0.035, FOR STONY GROUND.
CHANNEL SLOPE
(%)
DEPTH
(ft.)
DISCHARGE
(cfs.)
VELOCITY
(fps.)
CHANNEL SLOPE
(%)
DEPTH
(ft.)
DISCHARGE
(cfs.)
VELOCITY
(fps.)
1.00
2.00
31.53
3.94
6.00
2.00
77.23
1.00
2.25
43.16
4.26
6.00
2.25
105.73
10.44
1.00
2.50
57.17
4.57
6.00
2.50
140.03
11.20
1.00
2.75
73.71
4.87
6.00
2.75
180.55
11.94
1.00
3.00
92.96
5.16
6.00
3.00
227.70
12.65
2.00
2.00
44.59
5.57
2.00
83.42
10.43
2.25
61.04
6.03
2.25
114.20
11.28
2.00
2.50
80.85
6.47
2.50
151.25
12.10
2.00
2.75
104.24
6.89
2.75
195.02
12.89
3.00
131.46
7.30
3.00
245.95
13.66
3.00
2.00
54.61
6.83
8.00
2.00
11.15
3.00
2.25
74.76
7.38
8.00
2.25
1 122.09
12.06
3.00
2.50
99.02
7.92
6.UU
2.50
161.69
12.94
3.00
2.75
127.67
8.44
6.UU
2.75
208.48
13.78
3.00
3.00
161.01
8.94
3.00
262.915
14.61
2.00
74.59
2.25
129.49
12.79
250
171.50
13.72
2.75
1.
14.62
4.00
3.00
185.92
10.33
9.00
3.00
1 278.88
15.49
2.00
70.50
8.81
10.00
2.00
99.70
12.46
2.25
96.52
9.53
10.00
2.25
136.50
13.48
2.50
127.83
10.23
10.00
2.50
180.78
14.46
275
164.82
10.90
10.00
2.75
233.09
15.41
b.
3.00
1 207.86
11.55
10.00
3.00
293.96
16.33
TOPSOIL AND LIGHTLY
�. TILLED OR HAND
WORKED SEED BED
� T
VARY
• ! � - 210 70 I
VARY
A I SLOPE ROUNDING A2 MINI -BENCHING
STAKES
� � � '- 2"•X2••X3'
r�
X.
\ \ � � FLow �i r :: • `
\ ' X \, RILL BERM
'.N ` \ „\, OR NATl1RAL
TERRAIN
R= ' O � II
€OW 1
BALES L
1 ��
EMBEDOEn - _ 1
- -ai
A3 HAY CHECK DAM ` s
TOPSOIL AND SEED BED ` _
(PROJECTSPECIfICAilONS) / 1 f
2-1
� ROCKS
A4 INTERCEPTOR DITCH
SLOPES
2"X2"X3' STAKES
e
L2 + 8 e � e+ Ei� r E3g ��'� ' /•
69 i 8 9 ;j
` Y _1
BALES EMBEDDED 4'106"
BI DROP INLET B2 CULVERT OUTLET
DRAINAGE STRUCTURES
Grate: Not Traffic -Rated: 1" x 16" Bars 1" O.C.
Grate to cover top surface of Inlet.
(Remainder of Grate NOT SHOWN for clarity.)
Edge of Road
Both Faces of Inlet Top to
have 2: 1 (Hz.: Vt.) slope to
match roadside ditch slope
at all Low Points. At
continuous ditch sections,
only ONE Face shall be
sloped.
Flowline of Ditch /
Edge of Road
KNOCKOUT
(TYPICAL, ALL SIDES)
-10.
\eW-
Inside Length
(IW)
de Depth (D)
Ovqrall Height (H)
NOTE: Subgrade preparation and base course materials and placement specifications are as for any Storm Sewer
Manhole. Pipe/Culvert placement per plans. Pipe/Culverts shall be grouted to the knockout(s) with non -shrink grout
meeting specifications.
MAXIMUM
CULVERT SIZE
TOP WIDTH/LENGTH
(TW)
INSIDE WIDTH/LENGTH
(W)
KNOCKOUT
(K)
INSIDE DEPTH
(D)
OVERALL HEIGHT
(H)
SUMP DEPTH
(S)
24-inch
4.67-ft.
4.00-ft.
2.33-ft.
5.00-ft.
5.50-ft.
1,00-ft.
48-inch
7.00-ft.
6.00-ft.
4.50-ft.
7,33-ft.
8.00-ft.
1,00-ft.
TYPICAL STORM SEWER DITCH 1
INLET STRUCTURE DETAIL ISO VIEW
NOT TO SCALE
1/a'X B" SLOTS AROUND TOP
OF PIPE AT 2" INTERVALS
SINGLE VERTICAL ROW OF HOLES
V'IN DIAMETER AND 4"APART
Dl
SEDIMENTATION POND
\ DITCH WITH
CLEAR LINERi- \�
RUNOFF
SEEM
J
Tom _ STREAM
� \ � -^
El
SLOPE AT THE END Of EACH / Al OR BRUSH DAM
DAY'S NU OPERATION
ORIGINAL_1
I •• - CLEAR - -- IN
GROUND STONE OUTLET - WATER
SETTLING BASIN STREAM
TYPICAL PLAN CONCEPT
i,
\X - -- BERM
� TO STREAM
r - E2
X \ \ \ FILL
CHECK SLOT SLO FELL - CLEAR WATER DIVERSION
n in
GENERAL NOTES
EROSION CONTROL DETAILS ARE CONSIDERED
TO BE TEMPORARY AND ARE TO -SERVE ONLY
DURING CONSTRUCTION, OR UNTIL THEY ARE
INTEGRATED INTO A FINAL EROSION CONTROL
sysrEM. COLD R A D 0
X ,�•`'�\t 1 �'/`� I li / j AT THE END OF EACH DAY'S WORK, THE DEPARTMENT OF TRANSPORTATI01
APPROPRIATE COMBINATION OF TEMPORARY
�DNCTR»E _ EROSION CONTROL MEASURES WILL BE PLACED
FOR EACH DRAINAGE SECTION UNDER TEMPORARY
CONSTRUCTION, AS PER TYPICAL PLAN
CONCEPT.
C1 FLEXIBLE PIPE C2 DITCH LINER DITCH WIDTH WILL DETERMINE NUMBER EROSION CONTROL
AND CONFIGURATION OF HAY BALES -
RUNOFF CONTROL STRUCTURES SEE DETAIL A3-URISSUED BY (STANDARD PLAN Nt
STAFF DESIGN BRANCH M _ 107 _ 1
I DATE
REVISED DATE: NOV. 1, 1992 SHEET 1 OF 1
2�r�
t
/ 4j � N•:r M .
COMT'ACTED BERM
21WIDE X2•HIOH
r
LEAVE BERM AT TOP OF
TEMPORARY SLOPE DRAIN
p1A1N OUTLET
Grate: Not Traffic -Rated: 1" x 16" Bars 1" O.C.
Grate to cover top surface of Inlet.
(Remainder of Grate NOT SHOWN for clarity.)
Edge of Road
Both Faces of Inlet Top to
have 2: 1 (Hz.: Vt.) slope to
match roadside ditch slope
at all Low Points. At
continuous ditch sections,
only ONE Face shall be
sloped.
Flowline of Ditch
Edge of Road -----
KNOCKOUT
(TYPICAL, ALL SIDES)
TYPICAL FOR CONSTRUCTION IN FIELD OR YARD TYPICAL FOR CONSTRUCTION IN TRAVELED WAY
REESTABLISH LAWN AREAS ASPHALT, BASE COURSE AND
WITH SOD SUB -BASE PER GEOTECHNICAL
REPLACED TOPSOIL SPECIFICATIONS
SIDE OF EXCAVATION
TRENCHES MUST BE
CONSTRUCTED IN
ACCORDANCE WITH ALL
DEPTH AS APPLICABLE OSHA
REQUIRED REGULATIONS
TRENCH WIDTH -
MINIMUM
COVER
PER PLANS
(minn
.)
Depth D)
vgrall Height (H)
A
NOTE: Subgrade preparation and base course materials and placement specifications are as for any Storm Sewer
Manhole. Pipe/Culvert placement per plans. Pipe/Culverts shall be grouted to the knockout(s) with non -shrink grout
meeting specifications.
MAXIMUM
CULVERT SIZE
TOP WIDTH/LENGTH
(TW)
INSIDE WIDTH/LENGTH
(W)
KNOCKOUT
(K)
INSIDE DEPTH
(D)
OVERALL HEIGHT
(H)
SUMP DEPTH
(S)
24-inch
4.67-ft.
4.00-ft.
2.33-ft.
5.00-ft.
5.50-ft.
1.00-ft.
48-inch
7.00-ft.
6.00-ft.
4.50-ft.
7.33-ft.
8.00-ft.
1.00-ft.
TYPICAL STORM SEWER DITCH 2
INLET STRUCTURE DETAIL ISO VIEW
NOT TO SCALE
TYPICAL STORM SEWER
MANHOLE CHANNELS PLAN VIEW
Not To Scale
BACKFILL MATERIAL AS PER CONSTRUCTION
SPECIFICATIONS
SELECT PIPE BEDDING MATERIAL AS PER
CONSTRUCTION SPECIFICATIONS
STORM DRAINAGE PIPE: (SIZE, GRADE AND
MATERIAL SHOWN ON PLANS AND PROFILES)
AREAS UNSUITABLE BEDDING
M EN
MATERIAL ENCOUNTERED AT GRADE DEPTH,
EXCAVATE ADDITIONAL DEPTH AS DIRECTED
BY ENGINEER.
O1 TRENCH WIDTH TO BE A MINIMUM OF 8" PLUS THE
OUTSIDE DIAMETER OF THE PIPE, AND A MAXIMUM OF
24" PLUS THE OUTSIDE DIAMETER OF THE PIPE.
TYPICAL STORM SEWER
TRENCH DETAIL
TYPICAL FOR CONSTRUCTION IN FIELD OR YARD
NEENAH MANHOLE FRAME AND COVER
R-1780 OR APPROVED EQUAL WITH
THE WORD "STORM" ON THE COVER
TYPE "F" PICK -HOLE ON COVER
SAND CONCRETE GROUT WITH MINIMUM
COMPRESSIVE STRENGTH OF 4,000 PSI
Not To Scale
TYPICAL FOR CONSTRUCTION IN TRAVELED WAY
RECESS MANHOLE RIM AND LID 4' TO
8" BELOW CONCRETE COLLAR - MATCH
SLOPE OF ASPHALT
ASPHALT, BASE COURSE AND
SUB -BASE PER GEOTECHNICAL
SPECIFICATIONS
PRE -CAST 8'N HOLEFOCRCED
OVER /
-
24'
24�1AX,
e
OUTLET INVERT SHOWN ON
PROFILE.
S
a
12" (min.)
18" MAX.
SEAL CONNECTION TO
a
MANHOLE WITH
NON -SHRINK GROUT OR
KOR-N-SEAL I FLEXIBLE
CONNECTOR, OR
e '
48'
APPROVED EQUAL (SEE
SEWER MANHOLE CHANNEL
SECTION DETAIL).
18"
MAXIMUM
INLET INVERT SHOWN ON
e
PROFILE
PIPE SIZE AND MATERIALS
AS PER SPECIFICATIONS
AND STORM SEWER PLAN
AND PROFILE
d
1 . -
a
da
e a
0 0 0 0IT0 0 IT0 0
(SUB-IGR<
1
-\o 0 0 0 0 0
-11
(NATIVE
III( (III
UNDISTURBED
SOIL, ORICOMPACTED
INISITU
III-1 .11 AS PER SPECIFICATIONS
ADJUST TO GRADE WITH REINFORCED
CONCRETE LEVELING RINGS
2" MINIMUM AND 12" MAXIMUM
PRE -CAST REINFORCED CONCRETE
MANHOLE BARREL SECTIONS
MANHOLE JOINTS TO BE SEALED WITH
"Rub'R-Nek" MANUFACTURED BY K.T.
SNYDER COMPANY OR APPROVED EQUAL.
RUBBER 0-RING GASKETS MAY BE USED IF
APPROVED BY THE ENGINEER.
DO NOT FORM INLET CHANNEL WHEN
BEEHIVE OR OTHER WATER -PASSING GRATE
FORMS COVER OF MANHOLE.
PRE -CAST REINFORCED CONCRETE
MANHOLE BASE
6" CLASS 6 BASE COURSE
MATERIAL
AS PER SPECIFICATIONS
STANDARD STRAIGHT STORM
DRAINAGE MANHOLE DETAIL
Not To Scale
NLET PIPE
OR CULVERT
MINIMUM GRADE DROP CONCRETE SHELF To BE
INSIDE MANHOLE SLOPED TOWARD CHANNEL:
BETWEEN CROWNS = 0.10" MAXIMUM SLOPE = 2" PER
a FOOT MINIMUM SLOPE = 1"
PER FOOT
4 4
p' PORTLAND CEMENT
CONCRETE
SMOOTH GRADE
BETWEEN INLET -in
In.'
AND OUTLET RadIUS'.:'.,:: '': REINFORCED
OUTLET PIPE PRE -CAST MANHOLE
OR CULVERT I. -.:',. BASE
S.
Q Q Q Q
III UNDISTURBED NATIVE SOIL, OR COMPACTED INSITU SUB -GRADE( I I -I I 1=1 I I I I I ICI I
AS PER SPECIFICATIONS
6" CLASS 6 BASE
-�-� �-III-I I I -I I I -I I I -I I I -I I I -I I I � � I I I I I 1 I I I I I I I I III ; I I I � I I - COURSE MATERIAL
I I I U
6„ III-III-1I-III-III-III AS PER
SPECIFICATIONS
TYPICAL STORM SEWER
MANHOLE CHANNEL SECTION VIEW
Not To Scale
II
B
v
qo
C�
L
Qd�
�� 0
n�n\
O
0
• N
U 0
�O Uo
Z�. �U
0,5, z Z
wN Wa.
N
W
Z O
1- z 0
3
om ..1 W W
V� Q�
Om�
� �1
WRw �X
Un z OM
'Q z IL
W d
oZ In N
W
�F N
�j �Lo
'z -. Z
Q 0 P%
U 0)2
V..
n
i wool'!
•:��
_
U
0
0
0
a
U
W
0
m
d
C3
E%5 -
F O
Ln
O
Z
LLI P-
J LU
LU
CO
Q
m
U
0
m
Z
0
>
Lu
ELF
>w 0
�Z
table for
all dimensions
ERFORATED MANHOLE
ECTION - See table
:)r size "D2"
LABEL
DESCRIPTION
Dimension or Range
of Dimensions
D1
CULVERT DIAMETER
Range: 18-in. to 48-in. (nominal) ADS-N12 pressure rated.
D2
MANHOLE DIAMETER
Range: 4-ft. to
6-ft. Inside Diameter
Concrete Manhole, without base.
D1
FREEBOARD HEIGHT
Matches nominal
I.D. of culvert.
H2
HEIGHT OF MANHOLE
Depth to provide
4-ft. (min.) of Riprap
BELOW Freeboard Depth.
R1
CENTER RIPRAP D50
Range from 8-in.
to 12-in., depending
on inlet culvet velocity.
R2
OUTER RIPRAP D50
Range from 2-in.
to 4-in., depending on overflow velocity.
NOTES: The inlet culvert shall be set into the rim of the manhole by one-third of it's nominal diameter,
thus an 18-inch culvert would be inset 6-inches, c 36-inch culvert would be inset 12-inches. In addition,
the depth of manhole required for on 18-inch culvert would be one diameter (1.5', the freeboard height) plus
4.0' for the manhole below the freeboard, for a total of 5.5'. The internal riprap should be at least one
foot deeper than the bottom of the manhole, and the undisturbed native soil below the riprap shall be
covered with Mirafi 60OX geotechniccl fabric prior to placement of the rock. All rock used for riprap shall
be graded, and shall meet the construction specifications.
TYPICAL STORM SEWER STILLING BASIN
MAX WATER SURFACE ELEV WITH COMPLETE
BLOCKAGE OF ORIFICE PLATE
BERM
6840.00 Ft.
3:1 PREFERRED SLOPE y
2:1 MAXIMUM SLOPE
TYPICAL 48" DRAINAGE
MANHOLE
30" ADS-N12 CULVERT SIZED FOR
UNDETAINED POST -DEVELOPED
100 YEAR PEAK FLOW
SMOOTH GRADE BETWEEN
INLET AND OUTLET
Not To Scale
for size "R1"
MAX WATER SURFACE ELEV
WITH COMPLETE BLOCKAGE
OF ORIFICE PLATE (100-YEAR
POST -DEVELOPED PEAK FLOW)
_V
SEE DETAIL THIS SHEET
NEENAN BEEHIVE
I
I
REINFORCED PRECAST
MANHOLE BASE
BASE COURSE OF
MANHOLE
GRATE R-2564
3" MIN
DESIGN -HIGH-WATER
ELEV
FOR ORIFICE
CALCULATIONS
6838,92 Ft.
3:1
PREFERRED SLOPE
Dia. of Hole
2:1
MAXIMUM SLOPE
(see chart below)
CONCRETE OR
MECHANICAL STABILZED
EARTH (I.E. KEYSTONE)
HEADWALL (OPTIONAL)
27" ORIFICE PLATE ON
ADS-N12
INLET DETAIL
Not To Scale
I I BOTTOM OF DETENTION
u POND 7038 Ft,
36" ADS-N12 CULVERT SIZED FOR
DETAINED POST -DEVELOPED
100 YEAR PEAK FLOW
Neenah
Grate
Number
Dia. of hole
(in)
Open Area
(sq. ft.)
Grate
Height (in)
Grate
Height (ft)
Cap. at Capacity, in cubic feet per second (cfs) at depth, in feet, over top of grate (D).
Grate (cfs) 0. 00.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.5 3 3.5 4
R2560-D1
23
1.2
7
0.58
4.42
5.12
5.74
6.3
6.81
7.28
7.73
8.15
8.55
8.93
9.3
10.16
10.95
11.69
12.39
R2560-D3
24.5
1.2
7
0.58
4.42
5.12
5.74
6.3
6.81
7.28
7.73
8.15
8.55
8.93
9.3
10.16
10.95
11.69
12.39
R2560-El
26.5
1.4
6
0.5
4.77
5.65
6.4
7.08
7.7
8.27
8.8
9.31
9.78
10.24
10.67
11.69
12.63
13.5
14.32
R2560-E8
26.5
1.8
9
0.75
7.52
8.46
9.31
10.09
10.81
11.48
12.12
12.73
13.31
13.86
14.39
15.65
16.81
17.9
18.92
R2560-E9
26.5
1.2
6
0.5
4.09
4.84
5.49
6.07
6.6
7.09
7.55
7.98
8.39
8.78
9.15
10.02
10.83
11.57
12.28
R2560-E10
26.5
1.8 -� �- 9
d.75
_ 7.52
8.46
_9.31
10.09
10.81
11.48
12.12
12.73
13.31
13.86
14.39
15.65
16.81
17.9
18.92
R2560-G
36
1.5. 4
0.33
4.18
5.28
6.19
6.99
7.7
8.35
8.96
9.52
10.06
10.57
11.05
12.18
13.21
14.16
16.06
R2561
26.5
2
9
0.75
8.35
9.4
10.34
11.21
12.01
12.76
13.47
14.14
14.79
15.4
15.99
17.39
18.68
19.88
21.02
R2561-A
26.5
1.2
6
0.5
4.09
4.84
5.49
6.07
6.6
7.09
7.55
7.98
- 8.39
8.78
9.15
10.02
10.83
11.57
12.28
R2563
23
1.2;
7
0.58
4.42
5.12
5.74
6.3
6.81
7.28
7.73
8.15
8.55
8.93
9.3
10.16
10.95
11.69
12.39
R2564
24
1 4.5
0.38
2.95
3.66
4.25
4.76
5.23'
5.65
6.05
6.42
6.78
7.11
7.43
8.18
8.86
9.49
10.09
STORM WATER DETENTION STRUCTURE -TYPE I
Not To Scale
WATE
ENCASE
HORIZOI
SLEEVE
#5 BARS CONTIN
#4
C900 OR D.I.P.
SECTION OF
CONCRETE COLLAR
METHOD 2:
(SLEEVE ENCASEMENT)
SANITARY OR STORM SEWER MAIN
(S.D.R.-35 P.V.C.- SANITARY-• OR
A.D.S.-N12 - STORM
io' (min.)
D.I.P. OR
C900 SLEEVE
O THESE DETAILS APPLY TO ALL SANITARY OR STORM SEWER
PIPELINES (MAINS AND SERVICES) CONSTRUCTED WITHIN 10 FEET
HORIZONTALLY OF A WATER MAIN OR SERVICE WHERE THE SEWER
PIPES ARE CONSTRUCTED VERTICALLY ABOVE OR WITHIN 18-INCHES
BELOW THE ELEVATION OF THE WATER MAIN.
OSEWER SERVICE WYES SHALL NOT BE ALLOWED WITHIN 10 FEET
HORIZONTALLY OF AN WATER MAIN OR SERVICE.
OIF METHOD 2 (SLEEVE ENCASEMENT) IS USED, THEN THE
MINIMUM INSIDE DIMENSION OF THE SLEEVE SHALL BE AT LEAST
1-inch LARGER THAN THE OUTSIDE BELL DIAMETER OF THE
SANITARY OR STORM SEWER.
OALL DIMENSIONS BETWEEN PIPES ARE MEASURED OUTSIDE TO
OUTSIDE.
THOD 1:
JBSTITUTE PIPE)
R.-26 P.V.C.,
S.D.R.-11 HDPE,
C900 P.V.C.
WATER MAIN OR SERVICE
WATER SUPPLY PROTECTION METHOD 1
(SUBSTITUTE SEWER PIPE)
SDR26 PVC, HDPE OR C900 PVC PRESSURE PIPE MAY BE USED AS A SUBSTITUTE
SEWER PIPE. LENGTH OF SUCH SUBSTITUTE SEWER PIPE SHALL EXTEND FROM SEWER
MANHOLE TO SEWER MANHOLE ON EACH SIDE OF THE WATERLINE CROSSING
NCLUDING SERVICE WYES AND PIPELINES.
F THIS METHOD IS USED, THE SEWER PIPELINE JOINTS SHALL BE SPACED IN SUCH
A MANNER AS TO MAXIMIZE THE POSSIBLE HORIZONTAL DISTANCE FROM SEWER PIPE
JOINTS TO THE WATERLINE. FURTHERMORE, THE SEWER PRESSURE PIPE WILL BE
TESTED AT DOUBLE THE NORMAL TEST PRESSURE.
S.D.R.-26 P.V.C.,
OR S.D.R.-11 HDPE,
OR C900 P.V.C. METHOD 1:
(SUBSTITUTE PIPE)
PLAN OF WATER LINE CROSSING DETAIL
WATER LINE CROSSING DETAIL
TYPICAL FOR CONSTRUCTION IN FIELD OR YARD
NEENAH MANHOLE FRAME AND COVER
R-1780 OR APPROVED EQUAL WITH
THE WORD "STORM" ON THE COVER
-\
TYPE "F" PICK -HOLE ON COVER
SAND CONCRETE GROUT WITH MINIMUM
COMPRESSIVE STRENGTH OF 4,000 PS
PRE -CAST REINFORCED
CONCRETE CONE
OUTLET INVERT SHOWN ON
PROFILE.
5"
SEAL CONNECTION TO
MANHOLE WITH
NON -SHRINK GROUT OR
KOR-N-SEAL I FLEXIBLE
CONNECTOR, OR
APPROVED EQUAL (SEE
SEWER MANHOLE CHANNEL
SECTION DETAIL).
INLET INVERT SHOWN ON
PROFILE
PIPE SIZE AND MATERIALS
AS PER SPECIFICATIONS
AND STORM SEWER PLAN
AND PROFILE
NDISTI
S PER
Not To Scd e
TYPICAL FOR CONSTRUCTION IN TRAVELED WAY
RECESS MANHOLE RIM AND LID 4' TO
" BELOW CONCRETE COLLAR - MATCH
SLOPE OF ASPHALT
ASPHALT, BASE COURSE AND
SUB -BASE PER GEOTECHNICAL
SPECIFICATIONS
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i
a
48"
18`
FMA>,
ADJUST TO GRADE WITH REINFORCED
CONCRETE LEVELING RINGS
2" MINIMUM AND 12" MAXIMUM
a
PRE -CAST REINFORCED CONCRETE
MANHOLE BARREL SECTIONS
MANHOLE JOINTS TO BE SEALED WITH
"Rub'R-Nek" MANUFACTURED BY K.T.
SNYDER COMPANY OR APPROVED EQUAL.
RUBBER 0-RING GASKETS MAY BE USED IF
APPROVED BY THE ENGINEER.
n
n
- J
•a" e-
a
SOIL,
S
we'
DO NOT FORM INLET CHANNEL WHEN
BEEHIVE OR OTHER WATER -PASSING GRATE
FORMS COVER OF MANHOLE.
PRE -CAST REINFORCED CONCRETE
MANHOLE BASE
6" CLASS 6 BASE COURSE
MATERIAL
AS PER SPECIFICATIONS
TYPICAL STORM DRAINAGE MANHOLE DETAIL
Not To Scale
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