standard detail - City of Delaware

• MAXIMUM OF 18" FROM TOP
OF MANHOLE COVER TO TOP OF
PRECAST SECTION UNLESS
OTHERWISE NOTED.
WRAPIDSEAL
MANHOLE ENCAPSULATION
SYSTEM OR EQUIVALENT
CASTING DRAWING,
SEWD-4.0
MORTAR
ESTABLISHED
GRADE
GRADE RINGS,
CONCRETE OR
HDPE
*
48" DIA.
5" MIN.
CLASS "("
CONCRETE
A.J
SECTION B-B
L6"MIN.
L.B
SECTION A-A
NOTE:
1. JOINTS AND CONNECTIONS SHALL BE AS SPECIFIED UNDER CMS 604.06.
2. MANHOLES MUST BE IN ACCORDANCE WITH ASTM C-478.
3. PRECAST WALLS SHALL HAVE A MINIMUM THICKNESS OF 5 INCHES AND REINFORCED SUFFICIENTLY TO PERMIT
SHIPPING AND HANDLING WITHOUT DAMAGE.
4. FINISH MANHOLE CHANNEL ACCORDING TO STANDARD DRAWING
ENGINEERING
JWIW
STANDARD DETAIL
TYPE "e" MANHOLE
48" PRECAST BASE / 8-INCH THROUGH 27-INCH PIPE
UTILITIES
SEWD-l.O
Rev. 03/01/2012

WRAPID SEAL MANHOLE
ENCAPSULATION SYSTEM
OR EQUIVALENT
A.,
CASTING DRAWING, SEWD4
ESTABLISHED
~ GRADE -=:...""
MORTAR
GRADE RINGS,
CONCRETE OR
HOPE
* MAXIMUM OF 1B" FROM TOP OF
MANHOLE COVER TO TOP OF PRECAST
SECTION UNLESS OTHERWISE NOTED.
*
48"DIA.
L12" MIN.
111611
MAX.
60"DIA.
--------
A.J
SECTION B-B
L.B
SECTION A-A
NOTE:
1. JOINTS AND CONNECTIONS SHALL BE AS SPECIFIED UNDER CMS 604.06.
2. MANHOLES MUST BE IN ACCORDANCE WITH ASTM C·47B.
3. PRECAST WALLS SHALL HAVE A MINIMUM THICKNESS OF 5 INCHES AND REINFORCED SUFFICIENTLY TO PERMIT
SHIPPING AND HANDLING WITHOUT DAMAGE.
4. FINISH MANHOLE CHANNEL ACCORDING TO STANDARD DRAWING
STANDARD DETAIL
UTIITIES
ENGINEERING TYPE "D" MANHOLE SEWD-2.0
JWIW
6D-INCH PRECAST BASE f30-INCH THROUGH 42-INCH PIPE
Rev. 03/01/2012

INSIDE M.H. WALL
D1XD1XD2 TEE
INSIDE MH. WALL
D1XD1XD2 TEE
CLASS "C" CONCRETE
AFTER DROP HAS BEEN
CLAMPED IN PLACE.
5' MAX. rACING
2 CLAMPS MINIMUM
D2 (ONE PIECE­
VARIABLE LENGTH)
l-----+------+--'"'!IlH+r
STAINLESS STEEL
BOLTS, (1/2" MIN.)
BANDS AND ANCHORS
CLASS "(11
CONCRETE
45" BEND
CHANNEL
CLASS "e ll
CONCRETE
CHANNEL
CLASS lie'
CONCRETE _---l--7:.
..
o·
6"
45" BEND
CLASS lie'
CONCRETE
8"
INSIDE DROP
OUTSIDE DROP
(HALF SECTION)
(HALF SECTION)
NOTES:
1. DROP IS REQUIRED WHEN INVERT DIFFERENTIAL IS 24" OR GREATER.
2. HEIGHT OF DROP PIPE IS TO BE AS SHOWN ON THE PLANS OR WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION.
3. ALL WORK AND MATERIALS REQUIRED TO CONSTRUCT THE INSIDE OR
OUTSIDE DROP SHOULD BE INCLUDED FOR PAYMENT UNDER ITEM 604,
MANHOLES, OR ITEM 901, PIPE SEWERS COMPLETE IN PLACE.
4. WHERE CALLED FOR, AND UNLESS OTHERWISE REQUIRED BYTHE PLANS,
THE OUTSIDE DROP WILL BE CONSTRUCTED WITH NEW MANHOLES.
S. MATERIALS FOR THE TEE, DROP PIPE AND BEND SHALL BE OF ONE TYPE AND
BE ONE OF THE FOLLOWING - INSIDE DROP: CAST IRON, OR PVc. OUTSIDE
DROP: c.1. SOIL, VIT. SEWER, OR PVc.
6. OUTSIDE DROP PIPES REQUIRE A S" THICK (MINIMUM) CLASS "c"
CONCRETE ENCASEMENT ON THREE SIDES OF PIPE AND TIED TO MANHOLE
WALL WITH S/8"-"U" RODS X 6" LONG @ 12".
7. INSIDE DROP MAY BE USED ON NEW CONSTRUCTION PROVIDED THAT 60"
BASE AND RISER SECTIONS ARE USED.
lA\Ii!~
ENGINEERING
J:S?I\~
STANDARD DETAIL
INSIDE & OUTSIDE DROP PIPES FOR
SANITARY SEWER MANHOLES
PIPE DIAMETER
D1
D2
8" 8"
1011 8"
1211 8"
15 11 1011
18 11 1011
2111 1011
2111 1211
2411 1211
UTIiLiTIES
SEWD-3.0
Rev. 03/01/2012

in
--+t+-+- ;:j
N
in
oci
N
9.75"
1"
.75"
.75"
b
N '"
N
3/4" LETTERS (RAISED)
00
o 0
000
0000
00
o 0
000
000
~&-__ ~CI~TI80FDE~W~A~R~E __ ~~
SANITARli SEWER
00000000
000
o 0-
00
TOP
PLAN
GROUND RIM
1.25"
H
1'~~ I
SECTION
22.25"
.75"
SELF SEALING GASKET
(CONTINUOUS IN GASKET)
2.625"
.75"
1" 5.125"
11.125"
SECTION A-A
FOUNDRY NAME SHALL BE
CAST ON THE UNDERNEATH
OR UNEXPECTED SURFACE
~
11/4" RAISED BUTTONS
BOTTOM
LID
APPRIlX. IIEIIifI =355 lbo.
SELF SEALING GASKET
(CONTINUOUS IN GASKET)
BOTTOM
1/4 LID
'" 2.5"R 5"R
4
TOP
SECTION B-B
CONCEALED PICKHOLE
NOTE: DIMENSIONS SHOWN ARE EQUIVALENT DECIMALS OF 1/8 INCH FRACTIONAL SIZES. TOLERANCES SHALL BE ACCEPTED FOUNDRY STANDARDS AS
OUTLINED IN THE IRON CASTINGS HANDBOOK PUBLISHED BY THE AMERICAN CAST METALS INSTITUTE. FRAMES. GRATES. AND COVERS SHALL MEETTHE
REQUIREMENTS OF 604.02.
ENGINEERING
IWIW
STANDARD DETAIL
MANHOLE FRAME & COVER CASTINGS
(SANITARY SEWERS)
UTILITIES
SEWD-4.0
Rev. 03/01/2012

~ in
-t+t-+ N cO
N
N
in
-+++--+-N
N
PLAN
1125" 15"
.25'] I' I .
GROUND RIM
SECTION
~ ~

.' .
SMOOTH CONTINUOUS
RADII (TYP.)
"
,--t '•.'. ~--_---/
. "
....•.
FORMED CONCRETE
(CLASS "C")
.•
4 '.
.'" . . .
• " ..
...,.:
...
,', ....
,
...
'. :' :
. " ...
. ','
" 4,!', •
· .
. .
•
· ,- 4
••
• •
',' "'4'
~4 : A
. .
",'.1--: '..
~:4 . ",
'.,', : . .: .~
.. .
•• ~ .'. . 4
": •.... '';'' '..... . .'
4' .• , '."·If. ...' .'.
' .. "!' : '.' . .:d .

ALUMINUM STEP
ITEM 711.30
POLYPROPYLENE STEP
ITEM 711.31
REINFORCED PLASTIC
3/8" IfIIN.
I
1"
I
NOTE:
LSrEPS SHALL MEETTHE REQUIREMENTS OF ASTM C-478, AND
SHALL BE INSTALLED WITH A UNIFORM VERTICAL SPACING OF
12-INCHES TO 16-INCHES".
2. STEPS SHALL HAVE A MINIMUM CROSS SECTIONAL DIMENSION
OF i-INCHES FOR FERROUS METAL AND 3/4-INCHES FOR
ALUMINUM.
1~1~
ENGINEERING
JWIW
STANDARD DETAIL
MAN HOLE STEPS
UTILITIES
SEWD-7.0
Rev. 03/01/2012

A
MANHOLE STEPS
SEE STANDARD
DRAWING SEWD 7
L"
MOUNTABLE INLET
(* EXISTING AREAS ONLY)
PLAN VIEW
(COVER REMoVED)
FACE OF PROPOSED CURB
CASTINGS, SEE STD. DRAWING SEWD 9
SEE NOTES 4 & 5
i a
z
~
'"
SEE NOTE 7
MANHOLE STEPS
12" MIN
16" MAX
BOTTOM SLOPE
SEE NOTE 2
6" CLASS "e" CONCRETE
t
4'_6" STANDARD CURB
3'-6"
ELEVATION
SECTION A-A
NOTE:
'["""PRECAST WALLS SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES AND BE REINFORCED SUFFICIENTLY TO PERMIT SHIPPING
AND HANDLING WITHOUT DAMAGE.
2. THE INLET BOTTOM SHALL BE SHAPED TO PROVIDE SLOPE OF 3" TO 4" TO OUTLET PIPE. THE CROSS SECTIONAL FORM OF
BOTTOM AND LONGITUDINAL SLOPE IS TO BE ADAPTED TO LOCATION OF OUTLET PIPE AS DIRECTED.
3. OUTLET PIPE MAY BE LOCATED IN FRONT OR BACK AND SHALL BE DIRECTED TOWARDS THE CENTER OF THE INLET.
4. THE EXISTING GUTTER WITHIN THE AREA AROUND THE INLET WHERE CUT OUT, SHALL BE REPLACED WITH CLASS "C"
CONCRETE OR ASPHALTIC CONCRETE PAVING AS ORDERED.
5. THE BACKFILLING WITHIN PROPOSED PAVED AREAS SHALL BE IN ACCORDANCE WITH ITEM 912.
6. WALLS MAY BE BRICK, PRECAST SOLID CONCRETE BLOCKS, CAST IN PLACE CONCRETE, CLASS "C", OR PRECAST CONCRETE.
7. PLACE 4" CURB DRAIN STUBS 30" BELOW TOP OF CURB OR AS DIRECTED.
8. MAXIMUM PIPE DIAMETERS ARE 18" INTO SIDE WALLS AND 24" INTO FRONT OR BACKWALLS.
ENGINEERING
JWIW
STANDARD DETAIL
CURB & GUTTER
INLET
UTILITIES
SEWD-8.0
Rev. 03/01/2012

3/4" LETTERS
B _I---.
5/8" LETTERS
(2) 5/8-11 HEX
ZINC PLT BOLTS
WITH NUTS & WASHERS
A
A
1----- 37" -----I
TOP VIEW
EAST JORDAN IRON WORKS
7030 CATCH BASIN CURB INLET
HEAVY DUTY WITH TYPE M4 GRATE AND T1 BACK
APPROXIMATELY 260 SQ INCHES IN OPEN AREA
CURB BACK ADJUSTS FROM 3 X" TO 9"
"DUMP NO WASTE!" AND FISH IMAGE
1------ 43" ------1
SECTION A-A
I ~ 241/4" -l I
~31n~
CURB ADJUSTMENT
6"TO 10"
SECTION B-B
1~1~
ENGINEERING
JWIW
STANDARD DETAIL
UTILITIES
CAST IRON FRAME & GRATE FOR SEWD-9.0
CURB & GUTTER INLET (STD. CURB) I--- Rēv
•....,..O.,....,3',.,....01....,.,'2,."..01=2---1

I 8"
... B
-'1
8" I
- 0 l...c"
1>0 1 r 2.25"
8" 21-0" 8"
ti" I
I
: I :
ir tt
I
I
I I
W~
:
: 2"
:
f-.../
I
,
N
00
f\.
l2.25"
-
-
2.25"_ f-
4B f-2~25"
21-3.5" GRA TE------,
SECTION C-C
"
.25"-iII-'t-::....::.=-------n- .25"
C
::c
f-
c.. in
w ..
0 u..
w
--' 0
a>
:$ ~
a: ::i:
~
0
'---- CONSTRUCTION JOINT
A
SECTION B-B
NOTE:
r-ALL BASINS TO BE PRECAST
2. WALLS SHALL HAVE A MINIMUM THICKNESS OF 5 INCHES AND BE REINFORCED SUFFICIENTLY TO PERMIT SHIPPING AND
HANDLING WITHOUT DAMAGE.
1~1~
ENGINEERING
JWIW
STANDARD DETAIL
STANDARD 2-FT x 2-FT
CATCH BASIN
UTILITIES
SEWD-10.O
Rev. 03/01/2012

4

OUTLET STORM PIPE
1---- 3' MORTAR
.:i;'.: :.. ......... : ':'~~""" .... : ... ..
D-.----,
OUTLET STORM PIPE
MORTAR JOINT
(PROVI DE BRICK
JOINT AS REQUIRED)
ORIFICE PIPE
FLOW
." .,
" I .. • J .".
SECTION D-D
BASIN OUTLET ORIFICE DETAIL
(OFFsITE BASINI
NO SCALE
MORTAR
D ........ 1----'
4
4
. .:!.
4 ..
. 4
·4
:4
4
4
4
4
4
OUTLET PIPE
4·
D
4
4

LIMIT LINES FOR REPAVING
12" FUll WIOTH OF EXCAVATED TRENCH
W = MINIMUM WIDTH
12"
J
BEDDING MATERIAL
D+2t+4"
BEDDING MATERIAL
D+2t+16"
BEDDING MATERIAL
/.
BEDDING MATERIAL /~ I"i \~ If> If> If> If> ~,'
I ;-/

D+2t
ENCASEMENT
FULL WIDTH DF EXCAVATED TRENCH
If' = MINIMUM WIDTH
VI' = MAXIMUM WIDTH
/ % I
,,'
2 %
BEDDING MATERIAL /.:
~l~&t;jt,0.~{~~1
Qt
~
/.

SEWERC/L
Wn-MINIMUM
COMPACTED FILL TO
PROPOSED GRADE PRIOR TO
EXCAVATING FOR STORM
SEWER
SEE NOTE #1
EXISTING GROUND
SECTION FOR RIGID
PIPES UNDER 30"
SECTION FOR RIGID
PIPES 30" & OVER
#57 CRUSHED
STONE BEDDING
(~~~~~~~~~~~~f.~~:-#57 ~ BEDDING CRUSHED STONE
BEDDING MATERIAL
SECTIONS SYMMETRICAL ABOUT C/L
*12" FOR ALL FLEXIBLE PIPES
REGARDLESS OF SIZE.
NOTES:
LliACKFILL OF TRENCH FROM TOP OF #57 CRUSHED STONE BEDDING TO THE TOP OF TRENCH SHALL BE COMPACTED TO
98% MAXIMUM DRY DENSITY IN ACCORDANCE WITH SECTION 911. NO GRITS WILL BE ALLOWED.
2. THE COMPACTION REQUIREMENT WILL BE STRICTLY ENFORCED BYTHE CITY.
3. THE C/L OF THE PROPOSED STORM SEWER SHOULD BE OFFSET FROM THE PROPERTY LINE.
4. THE COST OF THE #57 CRUSHED STONE BEDDING, COMPACTED FILL AND BACKFILL SHALL BE INCLUDED IN ITEM 901.
5. MINIMUM WIDTH OF TRENCH ARE AS SHOWN ON DRAWINGS SEWD-14 OR SEWD-15.
ENGINEERING
J~IW
STANDARD DETAIL
TYPICAL TRENCH DETAIL
FOR STORM SEWERS OUSIDE R/W WITH COVER OF 30-INCHES OR LESS
UTILITIES
SEWD-14.0
Rev. 03/01/2012

HEADWALL ~
::~~
•. l\"'" ~ V
'. t.:l WIDTH = WIDTH OF
o :.~)... ~ .-:..JS HEADWALL (4' MINIMUM)
'. -j lot lot lc:R )c:R""1\
, , ]J;;;r ]J;;;r & ]J;;;r E:f ]J;;;r ~
I
LENGTH OF RIPRAP OUTLET PROTECTION
PLAN VIEW
~
.'
I
)
0% SLOPE
-~IT ~j Wi~ '--
:r ~ffi GEOTEXTILE
"I "~IIIII~
'SI
- ROCK RIPRAP APRON THICKNESS
PROFILE
1. THE SUBGRADE FOR THE FILTER AND RIPRAP SHALL BE
PREPARED TO THE REQUIRED LINES AND GRADES AS SHOWN ON
THE PLAN.
2. THE RIPRAP SHALL CONFORM TO THE GRADING LIMITS AS
SHOWN ON THE PLAN.
3. GEOTEXTILE SHALL BE WDVEN DR NONWDVEN
MONOFILAMENT YARN AND SHALL MEET THE FOLLOWING:
- THICKNESS 20-60 MILS
- GRAB STRENGTH 90-120 LB.
- ASTM D-1777 AND ASTM D-1682
4. RIPRAP MAY BE PLACED BY EQUIPMENT BUT SHALL BE PLACED
IN A MANNER TO PREVENT DAMAGE TO THE GEOTEXTILE.
TYPE OF ROCK OR
RIPRAP
SIZE OF ROCK
50% BY WEIGHT 85% BY WEIGHT
TYPED >6IN. 3 -12 IN.
TYPEC >12IN. 6 -18IN.
TYPEB >18IN. 12 - 24 IN.
TYPE A >24IN. 18 - 30 IN.
STANDARD DETAIL
UTILITIES
1~1~
ENGINEERING ROCK CHANNEL PROTECTION SEWD-1S.l
J'S'UIW
DETAILS AND NOTES
IIEPAII1IIENT OF EJIi6IIIEEIlIIi 6SIWU
Rev. 03/0112012

ROCK CHANNEL PROTECTION
GENERAL
ROCK CHANNEL PROTECTION IS USED TO CONTROL EROSION AT THE OUTLET OF CULVERTS AND STORM SEWERS, OR
FOR LINING DITCHES OR STEEP GRADES.
ROCK CHANNEL PROTECTION IS REQUIRED AT ALL STORM PIPE OUTLETS. A MINIMUM DEPTH OF 18-INCHES IS
REQUIRED THE WIDTH OF THE ENDWALLAND THE MINIMUM LENGTH IS 5-FEET. THE MINIMUM TYPE IS TYPE C.
TYPES
THERE ARE FOUR TYPES OF ROCK CHANNEL PROTECTION THAT ARE USED IN VARIOUS SITUATIONS. THE USE OF THE
PROPER TYPE AT CULVERT AND STORM SEWER OUTLETS CAN BE DETERMINED FROM THE FIGURE BELOW. TYPE A IS
GENERALLY USED BEYOND THE OUTLET OF THE LARGER CONDUITS HAVING OUTLET VELOCITIES IN EXCESS OF 12 FEET
PER SEC. AND TYPE B OR TYPE C FOR CONDUITS HAVING LESSER VELOCITIES. THE TYPE AND QUANTITY OF ROCK
CHANNEL PROTECTION PROVIDED IN THE PLANS SHALL BE BASED ON THE PIPE ALTERNATE REQUIRING THE LARGEST
SIZE AND QUANTITY OF ROCK CHANNEL PROTECTION. TYPE C AND TYPE 0 MAY BE USED TO LINE ROADSIDE DITCHES,
AS REQUIRED, WHERE THE DITCHES ARE OUTSIDE THE DESIGN CLEAR ZONE WIDTH OR LOCATED BEHIND GUARDRAIL.
ITEM 670 SEEDING AND EROSION CONTROL WITH MATTING MAY BE USED IN DITCHES AND CHANNELS IN LIEU OF ROCK
WHERE AVERAGE FLOW VELOCITIES ARE LESS THAN 10 FEET PER SECOND AND CHANNEL SLOPES ARE LESS THAN 10%.
FILTER
A FILTER SHALL BE PROVIDED UNDER ALL ROCK CHANNEL PROTECTION.
A FABRIC FILTER IS REQUIRED OVER GRANULAR FILTER MATERIAL WHERE THE PROTECTED SLOPE IS STEEPER THAN 3:1.
THE COST OF THE FILTER SHALL BE INCLUDED IN THE UNIT PRICE BID OF ITEM 601 ROCK CHANNEL PROTECTION WITH
FILTER.
.­ m
Z
Ci)
-I 40
:::c
o
"TI
-c
Q
m
q
:AI 20
o
Z 10
?
~
o
4
s:
z
~r-r-r~--r-r-1:~-C=r~~~~ ~ 0'"''
1
til'l\ - \. I-------~"
~~ ~~---+---+--~l~,·~~~~~\~~~---t~~-=~~+,-=
~ ,- \ _ I------- ,,_, ___ r
o 9 , _ ., " - -~. ' , _
___ ~-
l: ~ ,- ,08 '. r-- .. r-
~ ~ 96" , I-----f--_ I-------p --
-- b-_
48" OF TYPE A ROCK
--I Z 11 ----
m 5l .. f---- 36" OF TYPE A ROCK
s:: r- 72" ______
g hi
--I 0 60
- --
r- 0 48"
3 ------
1:; 24" - - -__ 30" OF TYPE BROCK
~ ~~ __ -+ __ -+~1~2t" ~PI~PE~D~AM~ET~R __ ~ __ p==9~~===-f-=-=-=fr-=-~r '-
o
'"
6 8 10 12 14 16
VELOCITY AT PIPE OUTLET (ft./sec.)
18
18" OF TYPE CROCK
ENGINEERING
JWIW
STANDARD DETAIL
ROCK CHANNEL PROTECTION
DETAILS AND NOTES
UTILITY
SEWD-1S.2
Rev. 03/01/2012

SOD STRIP
SOD STRIP
6" PERFORATED PIPE
#8 GRAVEL
ISOMETRIC VIEW
j 1'_0" t-
8 GRAVEL
6" PERFORATED PIPE
DITCH FRENCH DRAIN DETAIL
1~1~
ENGINEERING
IWIW
STANDARD DETAIL
DRAINAGE DETAIL
FRENCH DRAIN
UTILITIES
SEWD-16.1
Rev. 03/01/2012

":"":"'"'-J-I-4-INCH (MINIMUM)
PERFORATED
UNDERDRAIN
GEDTEXTILE
NOTES:
o ALL SWALES WITH LESS THAN 3% RUNNING SLOPE SHALL HAVE AN UNDERDRAIN THE ENTIRE LENGTH OF
THE SWALE. THE UNDERDRAIN SHALL TERMINATE IN A STORM STRUCTURE.
o
o
o
o
ALL DRY DETENTION BASINS WITH A BOTTOM SLOPE OF LESS THAN S% SHALL HAVE A SERIES OF
UNDERDRAINS INSTALLED THAT OUTLET TO THE BASIN OUTLET STRUCTURE.
THE UNDERDRAIN TRENCH IS TO BE BACKFILLED WITH 13-INCHES OF # 57 STONE
TRENCH TO BE CAPPED WITH 3-INCHES OF TOPSOIL.
TRENCH TO BE LINED WITH GEOTEXTILE PER THIS DETAIL
o
GEOTEXTILE FABRIC TO BE TYPE A AND MEET THE FOLLOWING SPECIFICATIONS:
00 MINIMUM TENSILE STRENGTH 851bs
00 MINIMUM PUNCTURE STRENGTH 251bs
00 MINIMUM TEAR STRENGTH 251bs
00 APPARENT OPENING SIZE: ~O.3 mm
1~1~
ENGINEERING
JWIW
STANDARD DETAIL
UNDERDRAIN DETAIL
(FOR USE UNDER SWALES AND DRAINAGE BASINS)
UTILITIES
SEWD-16.2
Rev. 03/01/2012

6" PIPE
PAVEMENT
MIN. TRENCH
WIDTH = 4'-0"
~- 3'-0" -1-1
P/L
--- P/L
1-- 10' ---1-- 10' ---I
1~1~
ENGINEERING
JWIW
STANDARD DETAIL
SANITARY LATERAL STREET CROSSING
(2 LATTERALS IN 1 TRENCH)
UTILITIES
SEWD-17.0
Rev. 03/01/2012

L
L
1- 2"xl011
r 0'-8"MIN. V
/ FIRST FLOOR ELEV.
....
+----+/~:j-----I-
L
NOTE:
THE DEPTH OF BURY FOR THE SAS
SERVICE WILL INCREASE FOR
BASEMENTS WITH GREATER THAN 8-FT
CLEARANCE FROM THE TOP OF FOOTER
TO THE BonOM OF THE FIRST FLOOR
JOISTS.
L
'----"--11----'
0'-6" ~
J
- W/(2) -#5 BARS; 10 FTIN LENGTH
CENTERED OVER CROSSING
6"SAS
1~1~
ENGINEERING
IWIW
STANDARD DETAIL
MINIMUM DEPTH OF
SANITARY SEWER SERVICE
UTILITIES
SEWD-18.0
Rev. 03/01/2012

MINIMUM ROAD & CURB UNDERDRAIN REPLACEMENT MATERIAL SHALL BE:
PERFORATED CONCRETE: ITEM 706.06 (ODOTCMS)
CONCRETE DRAIN TILE: TILE 706.07 (ODOTCMS)
VITRIFIED CLAY: ITEM 706.08 (ODOTCMS) PERFORATED
PVC: ITEM 707.17 (ODOTCMS) HEAVY DUTY
CORRUGATED POLYETHYLENE SLOTTED DRAIN: ITEM 707.16
(ODOTCMS)
MINIMUM DRAIN TILE REPLACEMENT MATERIAL SHALL
BE:
PVC: ASTM 2241, SDR 26
DUCTILE IRON: AWWA C151, CLASS 50
STEEL PIPE: ASTM 139-B
CONCRETE: ITEM 706.02 (ODOTCMS)
POLYETYLENE: ITEM 707.16, S.S. 944
(ODOTCMS)
REPLACE WITH SINGLE PIECE OF PIPE
MATERIAL
FERNCO CONNECTOR
OR APPROVED EQUAL
#8 STONE
OR
#57 STONE
PROPOSED UTILITY
NOTES:
INSIDE DIAMETER OF REPLACEMENT PIPE SHALL BE EQUAL TO OR GREATER THAN INSIDE DIAMETER OF EXISTING TILE OR UNDERDRAIN.
REPLACLEMENT MATERIAL USED SHALL BE EQUAL TO OR BETTER THAN THE EXISTING TILE DR UNDERDRAIN AS DIRECTED BY THE
DEPARTMENT OF ENGINEERING SERVICES.
PROVIDE FERN CD FITTINGS OR APPROVED EQUIVALENT WHERE EXISTING TILE DR UNDERDRAIN HAS WATERTIGHT JOINTS. PROVIDE
30# FELT OR CONCRETE MORTAR OVER THE UPPER HALF OF THE JOINT WHERE OPEN JOINTS ARE ENCOUNTERED.
BACKFILL BETWEEN THE PROPOSED UTILITY AND THE REPLACEMENT TILE OR UNDERDRAIN SHALL BE No.8 OR No. 57 ANGULAR STONE.
ENGINEERING
JWIW
STANDARD DETAIL
FIELD DRAIN TILE & UNDERDRAIN
REPLACEMENT
UTILITIES
SEWD-19.0
Rev. 03/01/2012

_______ -SAN _____ SAN ___ _
---RPN - ---
CLEANOUT
(OPTIONAL)
SURFACE
THREADED
STOPPER
RECOMMENDED
LOCATIONS OF
OPTIONAL CLEANOUTS
6 11 X 30°
LONG CURVE
STD6 11
~~;::/;:>':':T,'I FITTING
5.00 ~
DWEL ING
o
BUlL NG
CLASS-AI
CONCRETE
FOUNDATION
END VIEW
SIDE VIEW
ONE LENGTH
ALLOWABLE CONNECTION -
SANITARY HOUSE CONNECTION TO BUILDING WASTE LINE
HOUSE CONNECTION
-., . -
I
6" I I
6"
I
I
I
I
I
I
I
I
I
.... L
BUILDING WASTE LINE
FLEXIBLE COUPLING
6"
HOUSE CONNECTION
-.,
r-l.
I I
I I
I I
LI
1"
....
4"
BUILDING WASTE LINE
FLEXIBLE REDUCING COUPLING
COUPLING CLAMPS SHALL BE STAINLESS STEEL
lta\l~
ENGINEERING
JWIW
STANDARD DETAIL
TYPICAL SANITARY HOUSE CONNECTION
SERVICE
UTILITIES
SEWD-20.0
Rev. 03/01/2012