HomeMy WebLinkAbout0825.96.541
1
STANDARD CAST IRON NEENAH
FOUNDRY COMPANY RATED FOR HEAVY
DUTY SERVICE FRAME AND COVER -
MUST BE MARKED APPROPRIATELY AS
SANITARY OR STORM
8"
a
0
z z
� a
Z
a
Z
FINISH GRADE
ALL HOLES IN PRECAST SECTIONS
DUE TO FORMING TO BE
PLUGGED WITH }IYDRALIC CEMENT
TOP ELEVATION -
SEE GRADING PLAN
INSTALL CONCRETE COLLAR
PER DETAIL THIS PAGE
24" 8 IF [N ASPHALT PAVEMENT
PAVEMENT OR GRASS
-p ...,..... _D .. ,..
MAX. 4 COURSES OF PRECAST
ADJUSTING RINGS AS REQUIRED
-p.
INVERT ELEVATION - -- '�,
RUBBERIZED BOOT �_D� SEE PIPING PLAN
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.' D
o °O ° ° ° °O °o° ° °O CP° ° � - 4„
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UNDER PIPE oO ° o ° °�O °O o ° ° oo ° °° °�o o °�° O00000��° �•p o °O�o go °Ooo ° � ° °°
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OPENINGS FOR ALL P[PE SHALL BE CONCRETE
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0 -RING GASKET OR ASPHALT
MASTIC AT ALL JOINTS
SLOPE 1 " /FT.
6"
CAST IN PRECAST SECTIONS AND -
PROVIDED WITH RUBBERIZED BOOTS
6" THICK
CRUSHED STONE
(SAME AS PIPE
SECTION BEDDING MATER [AL )
SCALE: 1" = 1' -0"
MANHOLE
PRECAST OR
8" THICK
CAST -IN -PLACE
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MATERIAL: GRAY IRON
ASTM A -48
CLASS 358
#4 REBARS AT 8" ±CENTER TO CENTER
BOTH WAYS IN WALLS AND FLOOR.
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SQUARE
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C.B.
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24"
30"
-
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- —
--
Y
TOP ELEVATION -
SEE GRADING PLAN
INSTALL CONCRETE COLLAR
PER DETAIL THIS PAGE
24" 8 IF [N ASPHALT PAVEMENT
PAVEMENT OR GRASS
-p ...,..... _D .. ,..
MAX. 4 COURSES OF PRECAST
ADJUSTING RINGS AS REQUIRED
-p.
INVERT ELEVATION - -- '�,
RUBBERIZED BOOT �_D� SEE PIPING PLAN
�D ..
.' D
o °O ° ° ° °O °o° ° °O CP° ° � - 4„
°
° O .
° � .. .
O�Oo
°
CRUSHED STONEOO° °�° O °O� °° ° O° o� °00 00 , � � O° ° � O ..
UNDER PIPE oO ° o ° °�O °O o ° ° oo ° °° °�o o °�° O00000��° �•p o °O�o go °Ooo ° � ° °°
° ° ° °O ° °°0° ° °�O °o�° oOoDo °oo0`b�pO °OO"OO °OQO°°° °0 �0 O�VO 00 ° O °� -o�CY�
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OPENINGS FOR ALL P[PE SHALL BE CONCRETE
w
Z
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-N
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w
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z
0
r-
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N
0 -RING GASKET OR ASPHALT
MASTIC AT ALL JOINTS
SLOPE 1 " /FT.
6"
CAST IN PRECAST SECTIONS AND -
PROVIDED WITH RUBBERIZED BOOTS
6" THICK
CRUSHED STONE
(SAME AS PIPE
SECTION BEDDING MATER [AL )
SCALE: 1" = 1' -0"
MANHOLE
PRECAST OR
8" THICK
CAST -IN -PLACE
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J
Q J
2
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Z
Q L,J
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N \ Q
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MATERIAL: GRAY IRON
ASTM A -48
CLASS 358
#4 REBARS AT 8" ±CENTER TO CENTER
BOTH WAYS IN WALLS AND FLOOR.
1
PLAN VIEW
SCALE: 1" = 1' -0"
3/16" 30" X 30" 3/16"
N Q OO Q
,v-, �`-�
N N
1 „ � ���
27 3/4" X 27 3/4"
31 3/4" X 31 3/4"
SECTION
SCALE: 1" = 1' -0"
R- 4880 -C FRAME AND GRATE
PLAN VIEW
SCALE: 1" = 1' -Q"
31 3/4" SQUARE
30" SQUARE HEAVY DUTY GRATE
TO BE NEENAH #R- 4880 -C WITH
FRAME. ANGLE FRAME TO BE SET
AS PART OF CONCRETE BASIN.
GRATE AND FRAME SHOWN ABOVE.
GEOTEXTILE FABRIC
INSTALL SPIDER DRAIN ONLY WHERE
SPECIFIED ON GRADING OR PIPING PLAN
(SEE NOTE BELOW)
1/2 "'EXPANSION JOINT WHEN ABUTTING CURB
OR CONCRETE PAVEMENT. SEE DRAWING #12.
r-- - —1� CURB PER DRAWING X12
� �- PAVEMENT
#4 REINFORGING BAR R]NG
FOR PIPES 12" AND LARGER
4" PERFORATED PVC PIPE (ASTM D- 2729);
TYPICAL TWO OPPOSING SIDES; 4' -0"
LONG, SLOPE 1% TO CATCH BASIN. PIPE
TO BE INSTALLED [N SOIL SUBGRADE WITH
GEOTEXT[LE FABRIC A MINIMUM OF 18" DEPTH OF BURY.
INSTALL STONE AND GEOTEXTILE FABRIC
TO BOTTOM OF PAVEMENT. SEE DRAWING
#5278 -B FOR FABRIC SPECIFICATION.
INVERT ELEVATION -SEE PIPING PLAN
SUMP MUST BE CLEAN AT
ACCEPTANCE OF PROJECT
BOTTOM ELEVATION -SEE PIPING PLAN
J �.L LMfI
1. MANHOLES SHOWN ON THE PLOT OR PIPING PLAN SHALL BE PRECAST CONCRETE AND CONSTRUCTED 6" 27" 6"
OF MATERIALS AND IN A MANNER MEETING THE SPECIFICATIONS OF ASTM C -478 AND THE PUBLIC
AUTHORITY HAVING JURISDICTION.
39" SQUARE
2. SEE GRADING AND /OR PIPING PLAN FOR TOP AND INVERT ELEVATIONS, SIZE AND ARRANGEMENT
OF INLET /OUTLET PIPING.
3. ADDITIONAL MASONRY BRICK OR BLOCK WORK IS NOT PERMITTED TO MEET SURFACE ELEVATION. SECTION
-,� FOR SANITARY SEWERS ONLY ,_\
4. THE BOTTOM OF THE MANHOLE SHALL BE CONTOURED W[TH CONCRETE TO CHANNEL THE
FLOW THROUGH THE MANHOLE. HEAVY DUTY CATCH B A S I N
r .FOR OUTLETS UP TO 18" R.C.P., TO BE USED tN HIGH STRENGTH PAVEMENT AREAS
5. WHEN SPECIFIED ON THE PLANS,'.AN EXTERIOR "DROP" MANHOLE SHALL BE CONSTRUCTED PER ,
LOCAL SPEC IF[CATIQhrS.
. 1. SEE GRADING AND /OR PIPING PLAN FOR TOP. ENVERT, AND BOTT0�1 ELEVATIONS, SIZE,
AND ARRANGEMENT OF INLET /OUTLET PIPING.
2. MORTAR ALL INLET, OUTLET PIPE OPENINGS WITH HYDRAULIC CEMENT GROUT.
y - 3. REINFORCEMENT: PLACE �4 REBARS AT $" ±CENTER TO CENTER BOTH WAYS IN WALLS AND FLOOR.
INCLUDE �4 REBAR RING AROUND ALL OPENINGS 12" AND LARGER.
. - 4. ADDITIONAL MASONRY BRICK OR BLOCK WORK [S NOTE PERMITTED TO MEET SURFACE ELEVATION.
- .
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STANDARD CAST IRON NEENAH r_ �,. ,��' <`'" "• - �+c
FOUNDRY COMPANY ROUND FRAME � � � �
TOP ELEVATION - � `�
SEE GRADING PLAN AND TYPE "C" CRATE RATED �»���� � � •: � ,v�
FOR HEAVY DUTY SERVICE AND Y2 EXPANSION JEtINT �•'a ��
S [ZED FOR PRECAST UNIT � L� k ���� A
INSTALL CONCRETE COLLAR _ _ � ,� +� ` '
IF IN ASPHALT PAVEMENT 20" - 21" OPENING r' � g" CIS � < =. "nom •_• ���°��
PER DETAIL THIS PAGE � , � ,, .�
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,..a�:. , :Q•:. a : a� � ,, .
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MAX. 4 COURSES OF PRECAST � _ p_`� � � ;_, r•��•
ADJUSTING RINGS AS REQUIRED � ''
5
PRECAST CATCH � � "X° D.�•� 5" M[N. ,� �� � '_
:�
BAS 1 N UN [ T SEE SIZE TABLE BELOW � � a :.;* tt .
NST P Y > � • �,,,,
� �p.:�.• 4 PERFORATED PVC PIPE (�S D -2 l;
PIPE INVERT ELEVATION -' .. TYPICAL TWO OPPOSING SIDES; 4' -0° ��'
SEE PIPING PLAN � � LONG, SLOPE 1X TO CATCH BASIN. Pty �. � }
TO BE INSTALLED IN SOIL Sti$GRAOI: Mii ' >" '
��� � A MINIMUM OF 18" DEPTH OF BURY. �' � y. �'��'
p INSTALL STONE AND GEOTEXTILE FABR�6 �' ��
OO o0O O OO °00 SUMP MUST BE CLEAN AT TO BOTTOM OF PAVEMENT. SEE DRAIMiN� ��" ��► ;
° O ACCEPTANCE OF PROJECT M52'i8-B FOR FABRIC SPECIFICATI(�Ir ,,;� �` r. -,
o o °
°°0°0��� Qo0�o��00 D � � � .��D: wY
�� N �' SIDEWALLS MAY HAVE 2" THICK ;� �..
BOTTOM ELEVATION - , �/ KNOCK -OUT RECESS
SEE PIPING PLAN 'D. - :''�°
. -D., �, ��• x
.. ,�� .�-
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O O� O� °�O�O OdJ Oo0 O°° °O o° °�CJ O° ° Q °�° ° ,, .r �''
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� � ,�WA,s `�;
`� 6" THICK CRUSHED STONE ;�, ;��;
ISAME AS PIPE BEDDING � a �» �•
MATERIAL) ,f � � ?;�:� .� -"
±� �,� r �'
,.
SECTION
SCALE: 1" = 1' -0" ' ;�►�'
*� �
J. �.tx� � �..
THE PRECAST CATCH BASIN UNIT SHALL CONFORM TO THE APPLICABLE STANDARD STATE D.O.T. �" �°'',�
SPECIFICATIONS. THE UNIT SHALL BE PROPERLY REINFORCED TO PREVENT DAMAGE DURING ��.. '•`�-
TRANSPORT AND INSTALLATION. � ��E, �;,
� ��� ����
1l �
SIZE TABLE -- -, .^
LARGEST
� � � �
� � � �
SQUARE
� � � �
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i� � � �
�� �� �� ��
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.� .�.
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C.B.
� � � �
1
PLAN VIEW
SCALE: 1" = 1' -0"
3/16" 30" X 30" 3/16"
N Q OO Q
,v-, �`-�
N N
1 „ � ���
27 3/4" X 27 3/4"
31 3/4" X 31 3/4"
SECTION
SCALE: 1" = 1' -0"
R- 4880 -C FRAME AND GRATE
PLAN VIEW
SCALE: 1" = 1' -Q"
31 3/4" SQUARE
30" SQUARE HEAVY DUTY GRATE
TO BE NEENAH #R- 4880 -C WITH
FRAME. ANGLE FRAME TO BE SET
AS PART OF CONCRETE BASIN.
GRATE AND FRAME SHOWN ABOVE.
GEOTEXTILE FABRIC
INSTALL SPIDER DRAIN ONLY WHERE
SPECIFIED ON GRADING OR PIPING PLAN
(SEE NOTE BELOW)
1/2 "'EXPANSION JOINT WHEN ABUTTING CURB
OR CONCRETE PAVEMENT. SEE DRAWING #12.
r-- - —1� CURB PER DRAWING X12
� �- PAVEMENT
#4 REINFORGING BAR R]NG
FOR PIPES 12" AND LARGER
4" PERFORATED PVC PIPE (ASTM D- 2729);
TYPICAL TWO OPPOSING SIDES; 4' -0"
LONG, SLOPE 1% TO CATCH BASIN. PIPE
TO BE INSTALLED [N SOIL SUBGRADE WITH
GEOTEXT[LE FABRIC A MINIMUM OF 18" DEPTH OF BURY.
INSTALL STONE AND GEOTEXTILE FABRIC
TO BOTTOM OF PAVEMENT. SEE DRAWING
#5278 -B FOR FABRIC SPECIFICATION.
INVERT ELEVATION -SEE PIPING PLAN
SUMP MUST BE CLEAN AT
ACCEPTANCE OF PROJECT
BOTTOM ELEVATION -SEE PIPING PLAN
J �.L LMfI
1. MANHOLES SHOWN ON THE PLOT OR PIPING PLAN SHALL BE PRECAST CONCRETE AND CONSTRUCTED 6" 27" 6"
OF MATERIALS AND IN A MANNER MEETING THE SPECIFICATIONS OF ASTM C -478 AND THE PUBLIC
AUTHORITY HAVING JURISDICTION.
39" SQUARE
2. SEE GRADING AND /OR PIPING PLAN FOR TOP AND INVERT ELEVATIONS, SIZE AND ARRANGEMENT
OF INLET /OUTLET PIPING.
3. ADDITIONAL MASONRY BRICK OR BLOCK WORK IS NOT PERMITTED TO MEET SURFACE ELEVATION. SECTION
-,� FOR SANITARY SEWERS ONLY ,_\
4. THE BOTTOM OF THE MANHOLE SHALL BE CONTOURED W[TH CONCRETE TO CHANNEL THE
FLOW THROUGH THE MANHOLE. HEAVY DUTY CATCH B A S I N
r .FOR OUTLETS UP TO 18" R.C.P., TO BE USED tN HIGH STRENGTH PAVEMENT AREAS
5. WHEN SPECIFIED ON THE PLANS,'.AN EXTERIOR "DROP" MANHOLE SHALL BE CONSTRUCTED PER ,
LOCAL SPEC IF[CATIQhrS.
. 1. SEE GRADING AND /OR PIPING PLAN FOR TOP. ENVERT, AND BOTT0�1 ELEVATIONS, SIZE,
AND ARRANGEMENT OF INLET /OUTLET PIPING.
2. MORTAR ALL INLET, OUTLET PIPE OPENINGS WITH HYDRAULIC CEMENT GROUT.
y - 3. REINFORCEMENT: PLACE �4 REBARS AT $" ±CENTER TO CENTER BOTH WAYS IN WALLS AND FLOOR.
INCLUDE �4 REBAR RING AROUND ALL OPENINGS 12" AND LARGER.
. - 4. ADDITIONAL MASONRY BRICK OR BLOCK WORK [S NOTE PERMITTED TO MEET SURFACE ELEVATION.
- .
t} � 1 r �p+
F
� z� �
� c #
�:`.� >�
.ry �{
� has c�.�,r+ tad n _,
STANDARD CAST IRON NEENAH r_ �,. ,��' <`'" "• - �+c
FOUNDRY COMPANY ROUND FRAME � � � �
TOP ELEVATION - � `�
SEE GRADING PLAN AND TYPE "C" CRATE RATED �»���� � � •: � ,v�
FOR HEAVY DUTY SERVICE AND Y2 EXPANSION JEtINT �•'a ��
S [ZED FOR PRECAST UNIT � L� k ���� A
INSTALL CONCRETE COLLAR _ _ � ,� +� ` '
IF IN ASPHALT PAVEMENT 20" - 21" OPENING r' � g" CIS � < =. "nom •_• ���°��
PER DETAIL THIS PAGE � , � ,, .�
- - I f _.`�
�'D .D, � � .D� � � .;�• � � - . y ,tip {;,4�� 3' -
,..a�:. , :Q•:. a : a� � ,, .
�.,k
�:
< , •! t
MAX. 4 COURSES OF PRECAST � _ p_`� � � ;_, r•��•
ADJUSTING RINGS AS REQUIRED � ''
5
PRECAST CATCH � � "X° D.�•� 5" M[N. ,� �� � '_
:�
BAS 1 N UN [ T SEE SIZE TABLE BELOW � � a :.;* tt .
NST P Y > � • �,,,,
� �p.:�.• 4 PERFORATED PVC PIPE (�S D -2 l;
PIPE INVERT ELEVATION -' .. TYPICAL TWO OPPOSING SIDES; 4' -0° ��'
SEE PIPING PLAN � � LONG, SLOPE 1X TO CATCH BASIN. Pty �. � }
TO BE INSTALLED IN SOIL Sti$GRAOI: Mii ' >" '
��� � A MINIMUM OF 18" DEPTH OF BURY. �' � y. �'��'
p INSTALL STONE AND GEOTEXTILE FABR�6 �' ��
OO o0O O OO °00 SUMP MUST BE CLEAN AT TO BOTTOM OF PAVEMENT. SEE DRAIMiN� ��" ��► ;
° O ACCEPTANCE OF PROJECT M52'i8-B FOR FABRIC SPECIFICATI(�Ir ,,;� �` r. -,
o o °
°°0°0��� Qo0�o��00 D � � � .��D: wY
�� N �' SIDEWALLS MAY HAVE 2" THICK ;� �..
BOTTOM ELEVATION - , �/ KNOCK -OUT RECESS
SEE PIPING PLAN 'D. - :''�°
. -D., �, ��• x
.. ,�� .�-
� '� sr �
O O� O� °�O�O OdJ Oo0 O°° °O o° °�CJ O° ° Q °�° ° ,, .r �''
° ° ° o
o � off° �' °° 00 ° °�° ° ° ° °° � '
0� °0 � 0° 0 0 ° °� o° �
0 0 0 0 O° O° O O° O °O O O O ° O, ° °O � 0 0O o D �,fi�,��r�AE�'�+'�ia
� � ,�WA,s `�;
`� 6" THICK CRUSHED STONE ;�, ;��;
ISAME AS PIPE BEDDING � a �» �•
MATERIAL) ,f � � ?;�:� .� -"
±� �,� r �'
,.
SECTION
SCALE: 1" = 1' -0" ' ;�►�'
*� �
J. �.tx� � �..
THE PRECAST CATCH BASIN UNIT SHALL CONFORM TO THE APPLICABLE STANDARD STATE D.O.T. �" �°'',�
SPECIFICATIONS. THE UNIT SHALL BE PROPERLY REINFORCED TO PREVENT DAMAGE DURING ��.. '•`�-
TRANSPORT AND INSTALLATION. � ��E, �;,
� ��� ����
1l �
SIZE TABLE -- -, .^
LARGEST
PIPE DIA.
SQUARE
ROUND
C.B.
C.B.
15"
24"
30"
27"
36"
42"
- ,� ,�
.+ '
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NOTE: TRAFFIC RATED REINFORCED r i �;,�* 2�'�� y
PRE -CAST CONCRETE TOP TO BE USED ,�:��_ -
WITH LARGER CATCH BASINS. ,�,
� � F �.
.n 1 +M .. �
'� ;
STANDARD DUTY CATCH BASIN �� `��
TO BE S ���� �!
U ED IN NORMAL STREGTH PAVEMENT AREAS ONLY �k - '�
T. SEE GRADING AND /OR PIPING PLAN FOR TOP, INVERT, AND BOTTOM ELEVATIONS, SIZE, � ���
AND ARRANGEMENT OF INLET /OUTLET PIPING. r � .x =.
°,y
,I��
2. MORTAR ALL INLET, OUTLET P[PE OPENINGS W[TH HYDRAULIC CEMENT GROUT. •°`. � �� •��'
3. ADDITIONAL MASONRY BRICK OR BLOCK WORK [S NOT PERMITTED TO MEET SURFACE ELEVATION. � � ^ � '��} �� �'
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� � 8" TH [CK CONCRETE ,� ' �� ," ` + =.
I I � _ "4 std
i i �.
i i � � .
I � 6 L+Y
24 �-,
l i I -, t �� '''� � "
�J 4,G
II j � `'
i i � Try,
iI i � �.
�� , CURB IF SHOWN "�`
i,�, /� ON PLOT PLAN � '#
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�' � .�.
- s;-
CONCRETE COLLAR � -���
.�,l�
,ti
.�..� YZ 'tr h °.fit'
SCALE: 1/2" = 1'-0" °s �
,,.
TO BE USED WHEN MANHOLE OR STANDARD DUTY r"`�; �p�.� 4�� A
CATCH BASIN CASTING OCCURS [N ASPHALT PAVEMENT r -� .� _�
Q 1995 MARATHON 0 [ L COMPANY .�`��� �. • • • � ..'% �` '
{ _ �, �
� 1748 = I��. ��
�v�arazncrn
Oil Company
N0. REVISIONS
1 MINOR REVISIONS
2 ADDED 4" PERFORATED PVC PIPE
3 REVISED DRAFTING DETAILS OF REINFORCEMENT BARS
4 UPDATED FORMAT AND TITLE RLDCK
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