HomeMy WebLinkAbout002-70 Section 3 Civil Construction Details Sheet Rcv. 6/16/1971 Bldg. Comm.t
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Neenah R— 1659 Ring & Cover
Or Equal
Max. 1611 Brick
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CID 4)
Cr
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N
M a
t0
a
CD
a a�
U �
v
U
(D
a) a�
14- O
CID
O cV
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Grout
ap r�
G rout
-1/211 Plaster
Tapered Cone Section
I Line Of 0.241
"W Bars Extra O.C. / \
M1 Around Opening
z
Lifting Ring
Precast Only I I ``'o•' -
Poured In Place
J Or Precast F
STANDARD MANHOLE
ROP MANHOLE--
MANHOLE DE TAI LS
SCALE -1 2 = I,_O
O
ry
e�
CO
L
36
ROLL-TYPE. CURB $GUTTER SECTION_
2 - #5 Bars- Length = "12' Less 1'- 011
W L
1 Y 11 I � 11 .611
2 2
1
D =
/
I � 1
NOTE All Exposed E d g e s to
tL•�
O.D. +I Min.
Brick Dam
4Inlet
O
0.4 Diameter
/
.
>
Of Sewer Pipe
Grade
M
n
c
+, P .
0 Now
W
Drop
•
Z
a
Connection
Q
O
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Note: On Tops To Lines Smaller Angle Valve
i With
—
�ry
o
Than 411 Dia., Either A
V
CD �
k i
611 M
Plasticted
Tapped Tee Or A Pipe
,- Wrapping
I' Used.
a
2500
Saddle Shall Be _J
Z
a
•�
0
Concrete
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I:
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LO N
II O
II I
I
W
a
W
W
Ou let
I
W
J
Y "'
Lifting Ring
Precast Only I I ``'o•' -
Poured In Place
J Or Precast F
STANDARD MANHOLE
ROP MANHOLE--
MANHOLE DE TAI LS
SCALE -1 2 = I,_O
O
ry
e�
CO
L
36
ROLL-TYPE. CURB $GUTTER SECTION_
2 - #5 Bars- Length = "12' Less 1'- 011
W L
1 Y 11 I � 11 .611
2 2
1
D =
/
I � 1
NOTE All Exposed E d g e s to
tL•�
Be Chamfered I /2"
HEADWALL. DEiA ILS
Right Of Way
Top Slab Reinforcement
MEN
811 Brick Masonry
Or 511 Radial
Conc. Block
a
O
Frame v ~-Q Max. Allowable Trench Width "W11
Cove r 2 3 0 At Top Of Pipe
oU
45' Bend °' 0 %&- .1 11 11
" m o Pi pd S i z e 6 11 8 �� 10 12 �� 15 ��
TThe etter s To Be W 18 24 24 30 35
S' ,1 Raised 3/10"
�1 1 Note : W For 8 And 10 Pipe May Be
11 11 11 11
Increased To 3011 Where Trench pDepth y
, 13„ \i Exceeds 12 And E.S.V.C.P. Is Specified
311 711 Trench Wall
1 IFS--- -131 1 Ig 1,,1" Hole 8 ��
? 11 �,� 8
8 14 I ' 3,; ff
2 10"_ I
, 8 8
5�114 – 104
------- - - - - -- Section On Center
4'- 112'— ,.12� Of Cover :-
.
• 1. ,.o;
Section On Center
Of Frame °
Conc. Blocking At
.1,`.
Tee Or Wye
i ^11 121 �' '.. •sal.
Finished Grade L
-/ // ,_ _RISER DETAIL
•4
1.20 ♦.,,
P� - a (=1bow (Not Req d With Tee)
Jf: �•• -, Tee Or
W e ,
co
1
M
ti
\
22 2 1
\ ex
.1
4 Min.
? Undisturbed
Earth
8ICla Pi $ \I \'° Concrete
Blocking
4 "Min.
6'
TYPI LA-L CLEAN -OUT
STR UCTUR
Neenah R -2561 Or Equal -
T/C Elev. Neenah Grate R -3010 With
a' 76 Type D Grate (Barred Style Curb
Adjust Curb _Z+ c.0 - Roll 311
Box To 611 - Radius) Or Equal
;' ;;• Segmental Blocic Segmental Block
Or Co•ncr�te Walls *� Or Conc. Walls
,•O
>
> I
° Conc. Base I
(D `', .a . 6
5 1/2`1 2511 5 1/211
431X 26 1/211 D i a. 43/4
- 11
36 Square
EARTHS INLET
_DETAILS
SCALE 3/4 II -011
I 4 3 uimensians vary See 5tree7 t-, ians
411 Conc.
Slope 1/4"/ Ft. Grade Shown On Profile 1 Sidewalk
3 Circular Crown
�./� /J^� —/ Y' a+_. ... .. - _ O O G O 1� ,..p e • : • 6Y: •p' •• r .Q i • ♦'� f�• �.•n V.�• • `7/� / / ` �� �� /.�s�/
,��// � �(`• _F; ..o C a `•OU O`Q ` � C a O o .CJ QU �B�"D c.6 �sglJ7 _ /'r_• i l'. -.. �' Q '•.: d•!!+� i�.', +, �p'. •1. +.�., `„ ��' }L. / /a-^ /
::t Ood ♦ a 'T ♦1j 'iy��j �f� -fit.- ���'��iT!�. 4' ;F±�~' ar' - /�/ /� —// '�/� /• •'� �� ` '••'•••',n..!;, ..�,:•.d�'.i /f /�
' 31 Conc. Roll-Type
— /�- ,/�i��i /� / — i / /^/i / =�i�ir � _' ���% •rte
c
Curb & Gutte I" H.A.C. Surface 611 Concrete Pavement On �
21) H.A.C. Binder 1 Prepared Subgrade ;n Fire Hydrant
41 Comp. 063 Stone '
411 Comp. * 2 Stone 2' Water Main
-- DEVELOPERS OPTIONS
TYPICAL _STREET _CROSS - SECTION
Y -
Conc.
Elbow Note: �- T -1
Pipe Shall Be Bedded Firmly On Undisturbed
Tee Or _ - Ground Per Left Hand Half Section If
Wye / Overdigging Occurs A Minimum Of 2j1 Of Compacted
Granular Bedding Material Consisting Of
Unif ormly Graded Gravel Or Crushed Stone
Conc.
Passing A V2 Scr e en Shall Be PI -aced. In Either
\ - Case Excavation Shall Be Made For Bellholes So
—� That Each Section Of Pipe Is Uniformly Supported
SHALLOW SEWER DETAILS Throughout Its Entire Length.
BEDDING. .-.:SECT ION
SERVICE CONNECTION DETAILS
O.D. +I Min.
31— 011
O
o
O
Concrete Sidewalk
.
>
u
Finished
Grade
M
n
Q
0 Now
W
• .
•
Z
a
Q
O
J
Note: On Tops To Lines Smaller Angle Valve
i With
—
�ry
o
Than 411 Dia., Either A
V
CD �
k i
Plasticted
Tapped Tee Or A Pipe
,- Wrapping
I' Used.
Be Chamfered I /2"
HEADWALL. DEiA ILS
Right Of Way
Top Slab Reinforcement
MEN
811 Brick Masonry
Or 511 Radial
Conc. Block
a
O
Frame v ~-Q Max. Allowable Trench Width "W11
Cove r 2 3 0 At Top Of Pipe
oU
45' Bend °' 0 %&- .1 11 11
" m o Pi pd S i z e 6 11 8 �� 10 12 �� 15 ��
TThe etter s To Be W 18 24 24 30 35
S' ,1 Raised 3/10"
�1 1 Note : W For 8 And 10 Pipe May Be
11 11 11 11
Increased To 3011 Where Trench pDepth y
, 13„ \i Exceeds 12 And E.S.V.C.P. Is Specified
311 711 Trench Wall
1 IFS--- -131 1 Ig 1,,1" Hole 8 ��
? 11 �,� 8
8 14 I ' 3,; ff
2 10"_ I
, 8 8
5�114 – 104
------- - - - - -- Section On Center
4'- 112'— ,.12� Of Cover :-
.
• 1. ,.o;
Section On Center
Of Frame °
Conc. Blocking At
.1,`.
Tee Or Wye
i ^11 121 �' '.. •sal.
Finished Grade L
-/ // ,_ _RISER DETAIL
•4
1.20 ♦.,,
P� - a (=1bow (Not Req d With Tee)
Jf: �•• -, Tee Or
W e ,
co
1
M
ti
\
22 2 1
\ ex
.1
4 Min.
? Undisturbed
Earth
8ICla Pi $ \I \'° Concrete
Blocking
4 "Min.
6'
TYPI LA-L CLEAN -OUT
STR UCTUR
Neenah R -2561 Or Equal -
T/C Elev. Neenah Grate R -3010 With
a' 76 Type D Grate (Barred Style Curb
Adjust Curb _Z+ c.0 - Roll 311
Box To 611 - Radius) Or Equal
;' ;;• Segmental Blocic Segmental Block
Or Co•ncr�te Walls *� Or Conc. Walls
,•O
>
> I
° Conc. Base I
(D `', .a . 6
5 1/2`1 2511 5 1/211
431X 26 1/211 D i a. 43/4
- 11
36 Square
EARTHS INLET
_DETAILS
SCALE 3/4 II -011
I 4 3 uimensians vary See 5tree7 t-, ians
411 Conc.
Slope 1/4"/ Ft. Grade Shown On Profile 1 Sidewalk
3 Circular Crown
�./� /J^� —/ Y' a+_. ... .. - _ O O G O 1� ,..p e • : • 6Y: •p' •• r .Q i • ♦'� f�• �.•n V.�• • `7/� / / ` �� �� /.�s�/
,��// � �(`• _F; ..o C a `•OU O`Q ` � C a O o .CJ QU �B�"D c.6 �sglJ7 _ /'r_• i l'. -.. �' Q '•.: d•!!+� i�.', +, �p'. •1. +.�., `„ ��' }L. / /a-^ /
::t Ood ♦ a 'T ♦1j 'iy��j �f� -fit.- ���'��iT!�. 4' ;F±�~' ar' - /�/ /� —// '�/� /• •'� �� ` '••'•••',n..!;, ..�,:•.d�'.i /f /�
' 31 Conc. Roll-Type
— /�- ,/�i��i /� / — i / /^/i / =�i�ir � _' ���% •rte
c
Curb & Gutte I" H.A.C. Surface 611 Concrete Pavement On �
21) H.A.C. Binder 1 Prepared Subgrade ;n Fire Hydrant
41 Comp. 063 Stone '
411 Comp. * 2 Stone 2' Water Main
-- DEVELOPERS OPTIONS
TYPICAL _STREET _CROSS - SECTION
Y -
Conc.
Elbow Note: �- T -1
Pipe Shall Be Bedded Firmly On Undisturbed
Tee Or _ - Ground Per Left Hand Half Section If
Wye / Overdigging Occurs A Minimum Of 2j1 Of Compacted
Granular Bedding Material Consisting Of
Unif ormly Graded Gravel Or Crushed Stone
Conc.
Passing A V2 Scr e en Shall Be PI -aced. In Either
\ - Case Excavation Shall Be Made For Bellholes So
—� That Each Section Of Pipe Is Uniformly Supported
SHALLOW SEWER DETAILS Throughout Its Entire Length.
BEDDING. .-.:SECT ION
SERVICE CONNECTION DETAILS
3/41 Copper Service
O l -
3/41 Corp. Cock
Pipe To Be Supported Entire _
Length - Excavate For Each Joint
TER SERVICE INSTALLATION
s
Concrete Thrust Blocking
Concrete To Be Poured Between Pipe And
Firm Face Of Trench At All Tees, Bends, And Plugs
TYPICAL THRUST JLOCKING DETAILS
5110 107 Mueller Hydrant
With 611 Set.
Crushed Stone
Or Washed Gravel
LJ �q •�s
Main
Flat Stones Wedged
Between Hydrant And
Firm Face Of Trench.
FIRE HYDRANT INSTALLATION
BRUNING 40 -105
O.D. +I Min.
31— 011
O
o
O
Concrete Sidewalk
.
>
u
Finished
Grade
M
n
Q
>
W
0
Z
a
Q
O
J
Note: On Tops To Lines Smaller Angle Valve
i With
—
�ry
o
Than 411 Dia., Either A
V
CD �
k i
Plasticted
Tapped Tee Or A Pipe
,- Wrapping
I' Used.
a
>
Saddle Shall Be _J
Z
a
•�
0
z
�
L
U
N
I:
_O
LO N
II O
II I
I
W
a
3/41 Copper Service
O l -
3/41 Corp. Cock
Pipe To Be Supported Entire _
Length - Excavate For Each Joint
TER SERVICE INSTALLATION
s
Concrete Thrust Blocking
Concrete To Be Poured Between Pipe And
Firm Face Of Trench At All Tees, Bends, And Plugs
TYPICAL THRUST JLOCKING DETAILS
5110 107 Mueller Hydrant
With 611 Set.
Crushed Stone
Or Washed Gravel
LJ �q •�s
Main
Flat Stones Wedged
Between Hydrant And
Firm Face Of Trench.
FIRE HYDRANT INSTALLATION
BRUNING 40 -105
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