HomeMy WebLinkAboutC605 - SSWR-DETAILSProject Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANAFORCARMEL CLAY SCHOOLSNEW ELEMENTARY SCHOOLSDrawing Title:
11-19-19 SO MK
18094
Rev. #Revision
Description
Issue
Date
CONFORMEDSETC605
SCALE: NONE
SANITARY SEWER
STANDARD MANHOLE BENCHES
BENCH SLOPE = 1/2" PER FOOT
CRADLE SHALL BEAR ON
UNDISTURBED EARTH
SCALE: NONE
CONCRETE CRADLE DETAIL
3500 PSI CONCRETE
BOTTOM OF TRENCH
NOTE:
CONCRETE CRADLE REQUIRED WHEN
VERTICAL DISTANCE BETWEEN SANITARY
SEWER OR LATERAL AND CROSSING UTILITY
IS LESS THAN 18". MINIMUM SEPARATION
SHALL BE 3".
APPLICABLE FOR
VERTICAL SEPARATION 18"ASE
R
E
W
L
NEENAH R-1077-A COVER
(E.J.I.W. EQUIVELENT - 1051-3)
NEENAH R-1712-B-SP FRAME
EQUAL PER SECTION 5.04(G)
RA
EM
A TC.= ELEV.
MACHINED BEARING SURFACE
2" LETTERS, RECESSED,
FLUSH WITH SURFACE
W/ SELF-SEALING APPLICATION OR
SCALE: NONE(MARION COUNTY)
YRATNASI
2 CONCEALED
APPROVED EQUAL
(N9204-A OR CITY
PICKHOLES @ 180°
YT
CFO
6"1 3/4""SELF-SEALING"
APPLICATION
7" or 9"IC
1"SANITARY SEWER MANHOLE FRAME AND COVER
TC.= TOP OF CASTING ELEVATION
SECTION "A-A"
OF RING SECTION IN USE)
( DEPENDENT UPON O.D.
34" or 36"
26"
21"
22 3/4"
3 SCALE: NONE (MARION COUNTY)
FLAT TOP MANHOLES
1
SCALE: NONE(MARION COUNTY)
TYPE 1 & 2 MANHOLES2
SCALE: NONE(MARION COUNTY)
FLAT TOP MANHOLES
SANITARY
SEWER DETAILS
SCALE: NONE (MARION COUNTY)
QUALITY ASSURANCE
(MARION COUNTY)
QUALITY ASSURANCE
SCALE: NONE(MARION COUNTY)
SEWER MATERIAL SPECIFICATIONS4
SCALE: NONE (MARION COUNTY)
SEWER MATERIAL SPECIFICATIONS5
6 7
8 9
10 24" MAX.> THAN 45°-90°
STRAIGHT THRU
> THAN 45°-90°
UP TO 60°
> THAN 45°-90°
UP TO 45°
UP TO 45°
48"
54"-66"
33"-36"
24"-33'
42"-48"
42"
48"
60"
60"
96"
96"
84"
84"
72"
PIPE TURNS
PIPES ENTERING/LEAVING AT
24"DIA.
MANHOLE DIAMETER
A-615, GRADE 60. NON-COATED CAST IRON STEPS ARE NOT ACCEPTABLE.
DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM
OF ASTM D-4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM
MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS
STEEL REINFORCING OR AN APPROVED NON-CORROSIVE FIBERGLASS
NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED
0°-45° BEND
PIPE SIZE
33"-36"
27"-30"
24"
8"-21"
PIPE SIZE
MIN.
3"
5" MIN.
ASPHALTIC MASTIC
O-RING GASKET
SEAL AT JOINTS
OR BUTYL RUBBER
SEAL AT JOINTS
REBAR OR WIRE MESH
MANHOLE DIA.
60"
72"
60"
45°-90° BEND
48"
60"
60"
48"
48"
MANHOLE DIAMETERS
6" OF #2 OR #8 STONE
EQUIVLENT.
6"
PRECAST CONCRETE
REDUCER CAP AS REQUIRED
TO ASTM. C-478
MANHOLE CONFORMS
BENCHWALLS AT
AREA 0.12 SQ. IN./FT. OF
WIDTH IN BOTH DIRECTIONS.
REINFORCING MIN. STEEL
MIN. 1/2" PER FT. SLOPE
SIZE
PIPE
SEE TABLE
MAXIMUM
16" O.C.
NOTE:
ASPHALTIC MASTIC
OR BUTYL RUBBER
RIM ELEVATION
RINGS IF NEEDED (4 MAX)
ECCENTRIC CONE SECTION OR
PRECAST CONCRETE ADJUSTING
PER STRUCTURE DATA TABLE
FRAME & COVER
SECTIONS
STANDARD SANITARY SEWER MANHOLE11
3 ASI 001 02/14/20203
05/27/20