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STORM SEWER CONSTRUCTION
I, Material Specifications:
a. Reinforced Concrete Pipe (RCP) shall conform to ASTM C76 -70, Class
Ili latest revision, Willi joints conforming to ASTh't C -443 latest revision.
b. Corrugated Metal Pipe (CMP) shall he standard helical pile with a
minimum thickness of 0.05 inches. CN1P shall only be used to extend
existing CMP to the nearest proposed structure.
C. All nlanhole� and inlets shall be precasl concrete conforming to AS "I'M
C -479 latest revision.
d. Castings shall conform to ASTM -48 latest revision.
2. Subsurface drains shall be 6- inches in diameter located directly below the
pavement /curb joint and shall nm Continuously at a minimum 0.20°°f, slope along
both sides of the street and shall he connected only into storm sewer structures.
1. There shall he a subsurface (train connection provided for each lot.
r
GENrRAL NOTES
NOTE: III /-- STEEL FENCE POST
TEMPORARY EXTENSION ABOVE CAP & TAPE
GROUND TO BE REMOVED UPON
CONNCETiON TO HOUSE.
ALL MEASUREMENTS TO BE —7
MEASURED FROM BACK OF CURB. I 18-
z
a, PROPOSED GRADE
r
12" MIN
TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS
NO SCALE
I. It shall be the responsibility of the contractors to determine the location of
existing underground utilities 24 hours prior to nny conOrtiction or excavating and
maintain operating conditions of active utilities. 't'he engineer shall' not lie
respotltible for Any damage caused by an erroneous location shown or by the
omission of R utility location on these plans. Vie developer ihall be rtiponsihle
for all approvals, permits do easements. APPROVED:
2. Conillrtiction of pfivnie driveways it not inchidrd in 11111 prnJert.
1. The contractor shall, Fit the direc lion of file developer, endeavor In rove and
protect ail trees of value and worth which do not impair conitrnction of
improvements as designed, In the event cut or fill excl edt 0.5 font over the roof
nlren, the developer shall be consulted wills respect In protective menitires In lie
taken, if any, to preserve such tr"i.
4. Remove lopsoil to n depth determined by the milt report from all street rights -or-
w,iy and building pad great. 'roptoil shnll be slored at it location designated by
the engineer.
5. The casting elevalions are set by plan. llnwever, the endings are In tie Rditived
in the field by the engineer's representative, should R discrepancy occur between
plan grade and existing grade. New manhole ring Find cover ihall be intInIled to
establish grade. Maximum height of adjusting rings shall be 12- inches.
6. flack1ill Around All structures and all cuts under paved areas with grnnulAr
material.. Trenches opening within S -feet of paved roadways shall he hnckfilled
with granular material in accordance with Section 211. 13ackrill under sidewalks
shall he grnnttlar, nnlemt the wFilkm Fire constructed n t.ninirnum of 6 tilonfht after
hnck(ill has been in- place.
7. 1•he Contractor shall be responsible for verifying that all slate highways, city and
county pernlils have heen obtained by the dr`velnprr prior to tlnrf of construction.
S. The Contractor shall he required to furnish the developer's Fngineer wilt a set
of prints, marked in red pencil, showing scttml sewer locAlion And invert, to
include lateral location, depth Find length. such 'as- built' prints must he received
by the Engineer before the final contract payment can tie atlllioriled. 'l-he
sanitary sewer Internit and stubs fermination shall he indicated on the surface with
a metal fence post met immediately ¢hove said termination point.
9. All tanilary sewer lines upon completion will he required to pass an infiltration
weir teat Find n low pressure air lest, unless otherwise directed by file engineer.
maid lest shall he conducted according In NUT Slindard Method, and shall he
witnessed by nn engineer and a represenfntive of the C'lAy Waste district.
10. Deflection teat shall be performed tin all flexible' pipe Prier the final hackfill line
been in -place at least .10 days. No pipe shall exceed A verlicnl deflection of 5
percent deflection lets results. (e The following Are considered no- flexible pipet:
concrete pipe, ductile iron pipe and cnit iron pipe.) 'The deflection lest ihall he
performed with n nine -point nlnndrel. Proving rings shell he avnilshle.
11, All mandrel telling shall be observed by n ProfeRmional Engineer for cerlificalinn
and n reprerfentative or Isle Clay Waste i)ieirio.
12. The ends of Inlernit are in be phig?ed Bahl with a braced plastic disc or cap
capnhle of willlslnnding a low pressure air lest wilhow leakage.
11. Redding for flexible pipe shill be No, 8 stone front 6 inches lielow the pi11e In
12- inchem above file pipe. Redding for rigid pilie shill tie No. A stone from 6-
inches below- the pipe in the spring line of the pipe And front this point to 12-
itichet shove on no Irsm IhAn 6- inches of stone hetldhio.
14. Water and fewer line crotsinps and separations Oinll he ill nceordnnce w1irh 'Ven
Stales' Slnndvd.i.
HAMILTON COUNTY SURVEYORS OFFICE
REVISED:
STANDARD PLAN
17-_q3.
HAMILTON COLNTY SURVEYOR DATE
rENCE POST
*J
r l'
FENCE POST SwnLD
BE BURIED 1' BELOW
GR"D SURFACE.
A
COMPLETELY SEAL CASTING REARING
SURFACE WITH 311 MIXTURE OF SAND
AND PORTLAND CEMENT, MATCH CASTING OPENING
C.I. MANHOLE FRAME at COVER
B' B' SET ON KENT SEAL OR EQUAL
4. FINISH GRADE
.. M PRECAST fS . �► .. '�
CONCRETE 1b
1/2' MORTAR • -A
VARIES .: t
SLOPE P' TO ',, .• •
CENTER
., ;!' : •.
TOP VIEW
a• owl a•
MATCH CASTING OPENING
SIDE VIEW
Heavy Duty Total Weight 400 Pounds
NOTE:
ALL STRUCTURES GREATER
THAN THREE FEET IN DEPTH
MUST BE ACCESSIBLE AND
HAVE STEPS. THE FIRST STEP
FROM TOP OF CASTING TO BE
THEN 24" MAX., THEN 16'
ON— CENTER.
SILT FENCE MATERIAL
6' -W
/ ORMIND SWAM
'—ESILT FENCE MATERIAL simv
K Bt1RI0 6' BELOW GROUND
SURFACE.
SILT FENCE DETAIL
CNa SCALE)
o
_dvdl__
RIP —RAP i)FTAII.
NOT -TO -SCALE
5' -0"
5' -0"
Not recommended for bicycle traffic. For safety standards
see pages 88 to 93.
R- 3501 —N N.EENAH CURB INLET FRAME
GRATE FOR SAG LOCATION
4.
" f 27" a' 27"
4
4.
S11RU��QETIKIT
Ifor- ,o -s>�It
PIPES WITH
I SECTIONS SHALL
C ANIMAL /CHILD
tRD INSTALLED
2" dt 15" DIA. PIPES SHALL
EQUIRE ONE (1) REBAR.
'IPES LARGER THAN 15" DIA.
HALL REQUIRE ADDITIONAL
EBARS. WIDTH OF OPENING
'ETWEEN BARS SHALL NOT
XCEED 8*.
ANIMAL /CHILD GUARD DETAIL
NOT —TO —SCALE
NOTE:
ALL STRUCTURES GREATER
THAN THREE FEET IN DEPTH
USE KENT SEAL OR EQUAL MUST BE ACCESSIBLE AND
BETWEEN RISER RINGS (T'I'P.) HAVE STEPS. THE FIRST STEP
FROM TOP OF CASTING TO BE
ADJUST TO GRADE W/ FILLER THEN 24" MAX., THEN 16"
'RINGS AS REQUIRED (MAX. 12') ON— CENTER.
PRECAST REINFORCED CONC.
MANHOLE CONE MEETING
ASTM STANDARD C -478
\ MANHOLE SECTION JOINTS
SHALL HAVE "0" RING GASKETS
CAST ALUM. OR FIBERGLASS
MANHOLE STEPS SET AT
18" O.C. STAGGERED.
D
C
0.30'
C//
° °
fix //�"
/
1�
4 0
24 it
4 9 -off
a
49-011
30 it
41 -411
3611
51 -0f1
421f
51- 411
48'1
61 -01f
541f
0 0
0 0
'0 0 '0 0 '0
0 0
'0 '0
0 0 0
6" (MIN.)
0 o
'0 0 '0 0 'o
REDUCING T
REQUIRED
SSD MAIN
0 0
0 ' 0
'o + MIN. SLOPE 0.30'
MIN. 4" SSD
3"
3"
MIN.
MIN.
12" MIN
TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS
NO SCALE
I. It shall be the responsibility of the contractors to determine the location of
existing underground utilities 24 hours prior to nny conOrtiction or excavating and
maintain operating conditions of active utilities. 't'he engineer shall' not lie
respotltible for Any damage caused by an erroneous location shown or by the
omission of R utility location on these plans. Vie developer ihall be rtiponsihle
for all approvals, permits do easements. APPROVED:
2. Conillrtiction of pfivnie driveways it not inchidrd in 11111 prnJert.
1. The contractor shall, Fit the direc lion of file developer, endeavor In rove and
protect ail trees of value and worth which do not impair conitrnction of
improvements as designed, In the event cut or fill excl edt 0.5 font over the roof
nlren, the developer shall be consulted wills respect In protective menitires In lie
taken, if any, to preserve such tr"i.
4. Remove lopsoil to n depth determined by the milt report from all street rights -or-
w,iy and building pad great. 'roptoil shnll be slored at it location designated by
the engineer.
5. The casting elevalions are set by plan. llnwever, the endings are In tie Rditived
in the field by the engineer's representative, should R discrepancy occur between
plan grade and existing grade. New manhole ring Find cover ihall be intInIled to
establish grade. Maximum height of adjusting rings shall be 12- inches.
6. flack1ill Around All structures and all cuts under paved areas with grnnulAr
material.. Trenches opening within S -feet of paved roadways shall he hnckfilled
with granular material in accordance with Section 211. 13ackrill under sidewalks
shall he grnnttlar, nnlemt the wFilkm Fire constructed n t.ninirnum of 6 tilonfht after
hnck(ill has been in- place.
7. 1•he Contractor shall be responsible for verifying that all slate highways, city and
county pernlils have heen obtained by the dr`velnprr prior to tlnrf of construction.
S. The Contractor shall he required to furnish the developer's Fngineer wilt a set
of prints, marked in red pencil, showing scttml sewer locAlion And invert, to
include lateral location, depth Find length. such 'as- built' prints must he received
by the Engineer before the final contract payment can tie atlllioriled. 'l-he
sanitary sewer Internit and stubs fermination shall he indicated on the surface with
a metal fence post met immediately ¢hove said termination point.
9. All tanilary sewer lines upon completion will he required to pass an infiltration
weir teat Find n low pressure air lest, unless otherwise directed by file engineer.
maid lest shall he conducted according In NUT Slindard Method, and shall he
witnessed by nn engineer and a represenfntive of the C'lAy Waste district.
10. Deflection teat shall be performed tin all flexible' pipe Prier the final hackfill line
been in -place at least .10 days. No pipe shall exceed A verlicnl deflection of 5
percent deflection lets results. (e The following Are considered no- flexible pipet:
concrete pipe, ductile iron pipe and cnit iron pipe.) 'The deflection lest ihall he
performed with n nine -point nlnndrel. Proving rings shell he avnilshle.
11, All mandrel telling shall be observed by n ProfeRmional Engineer for cerlificalinn
and n reprerfentative or Isle Clay Waste i)ieirio.
12. The ends of Inlernit are in be phig?ed Bahl with a braced plastic disc or cap
capnhle of willlslnnding a low pressure air lest wilhow leakage.
11. Redding for flexible pipe shill be No, 8 stone front 6 inches lielow the pi11e In
12- inchem above file pipe. Redding for rigid pilie shill tie No. A stone from 6-
inches below- the pipe in the spring line of the pipe And front this point to 12-
itichet shove on no Irsm IhAn 6- inches of stone hetldhio.
14. Water and fewer line crotsinps and separations Oinll he ill nceordnnce w1irh 'Ven
Stales' Slnndvd.i.
HAMILTON COUNTY SURVEYORS OFFICE
REVISED:
STANDARD PLAN
17-_q3.
HAMILTON COLNTY SURVEYOR DATE
rENCE POST
*J
r l'
FENCE POST SwnLD
BE BURIED 1' BELOW
GR"D SURFACE.
A
COMPLETELY SEAL CASTING REARING
SURFACE WITH 311 MIXTURE OF SAND
AND PORTLAND CEMENT, MATCH CASTING OPENING
C.I. MANHOLE FRAME at COVER
B' B' SET ON KENT SEAL OR EQUAL
4. FINISH GRADE
.. M PRECAST fS . �► .. '�
CONCRETE 1b
1/2' MORTAR • -A
VARIES .: t
SLOPE P' TO ',, .• •
CENTER
., ;!' : •.
TOP VIEW
a• owl a•
MATCH CASTING OPENING
SIDE VIEW
Heavy Duty Total Weight 400 Pounds
NOTE:
ALL STRUCTURES GREATER
THAN THREE FEET IN DEPTH
MUST BE ACCESSIBLE AND
HAVE STEPS. THE FIRST STEP
FROM TOP OF CASTING TO BE
THEN 24" MAX., THEN 16'
ON— CENTER.
SILT FENCE MATERIAL
6' -W
/ ORMIND SWAM
'—ESILT FENCE MATERIAL simv
K Bt1RI0 6' BELOW GROUND
SURFACE.
SILT FENCE DETAIL
CNa SCALE)
o
_dvdl__
RIP —RAP i)FTAII.
NOT -TO -SCALE
5' -0"
5' -0"
Not recommended for bicycle traffic. For safety standards
see pages 88 to 93.
R- 3501 —N N.EENAH CURB INLET FRAME
GRATE FOR SAG LOCATION
4.
" f 27" a' 27"
4
4.
S11RU��QETIKIT
Ifor- ,o -s>�It
PIPES WITH
I SECTIONS SHALL
C ANIMAL /CHILD
tRD INSTALLED
2" dt 15" DIA. PIPES SHALL
EQUIRE ONE (1) REBAR.
'IPES LARGER THAN 15" DIA.
HALL REQUIRE ADDITIONAL
EBARS. WIDTH OF OPENING
'ETWEEN BARS SHALL NOT
XCEED 8*.
ANIMAL /CHILD GUARD DETAIL
NOT —TO —SCALE
NOTE:
ALL STRUCTURES GREATER
THAN THREE FEET IN DEPTH
USE KENT SEAL OR EQUAL MUST BE ACCESSIBLE AND
BETWEEN RISER RINGS (T'I'P.) HAVE STEPS. THE FIRST STEP
FROM TOP OF CASTING TO BE
ADJUST TO GRADE W/ FILLER THEN 24" MAX., THEN 16"
'RINGS AS REQUIRED (MAX. 12') ON— CENTER.
PRECAST REINFORCED CONC.
MANHOLE CONE MEETING
ASTM STANDARD C -478
\ MANHOLE SECTION JOINTS
SHALL HAVE "0" RING GASKETS
CAST ALUM. OR FIBERGLASS
MANHOLE STEPS SET AT
18" O.C. STAGGERED.
D
C
0.30'
C//
21
1�
4 0
24 it
4 9 -off
271f
49-011
30 it
41 -411
3611
51 -0f1
421f
51- 411
48'1
61 -01f
541f
6' -6"
>- iM
y
O
t11
S
0
tt7
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3 31z Lo
_ ALL LIFT HOLES ARE
TO BE GROUTED SHUT.
- CONCRETE BENCH WALL tD
(CLASS "B ")
to
BASE SHALL BE
PRECAST BOTH
SHALL HAVE #4 BARS AT
12 O.C. EACH WAY
�,��II/IIIIf1►f /fI'
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W
L GRANULAR LEVELING MATERIAL # S. Z
REQUIRED FOR PRECAST BASE (n
''',''''''ff ►f 111111111,,,``, O a
PRECAST REINFORCED CONC. MANHOLE
FOR STORM SEWER
NOT —TO —SCALE
147 21'
•
36' I
11. MMMMO OR WW-RO"G
�w
1�" O!
R- 1 772 -C 1 R-1 772-cm 124 1/2 1 3LSS I VERTICAL BEARING SURFACE
STORM MANHOLE DETAIL R- 1772 --C
NOT —TO —SCALE
3 . •
•
a TO K
• , , • , oot»t AND BURIED
•
►.� r ioPS�as tots[ AMAIlL TO t LM ttnN rw
WOO lROerON OONiM M•MDtET BY "OM
AMERICAN GREEN OR APPROVED EQUAL
TYPICAL SWALE DETAIL
No ScAlz
' 23"
1 1/4" 20'
2 1/2" 1 1/2'
1 1/2"
E ELJ Lil N I
C
THAN THREE FEET IN DEPTH
MUST BE ACCESSIBLE AND
HAVE STEPS. THE FIRST STEP
FROM TOP OF CASTING TO BE
THEN 24" MAX., THEN 16'
ON— CENTER.
23"
33'
DITCH GRATE CASTING SETTING DETAIL
NEENAH R -4342 STOOL TYPE DITCH GRATE
NOT To - trAt.0
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SHEET NO.
18
OF 19 *ff TS
J08 No. -
195840