A A SECTION A-A ELEVATION SECTION - Lindon
CONCRETE COLLAR
6"
STANDARD 24" MANHOLE COVER SEE NOTES BELOW
1’-0"
ASPHALT ROAD SURFACE
5"
CONE SECTI ON
2’ -0",3’ -0" OR 4’ -0" (AS REQ’ D)
PRECAST MANHOLE BASE 5"
6"
TO HAVE FULL TROUGH
A
MI N.
MI N.
BACKFI LL
12"
PI PE EMBEDMENT
I NI TI AL
1’ -0"
4’-0" OR 5’-0"
TYPI CAL
5"
A 6"
2’ -0",3’ -0" OR 4’ -0" (AS REQ’ D)
STEPS REQUIRED SEE NOTES BELOW (I F SUI TABLE)
NATI VE BACKFI LL
ECCENTRI C
3’ -0"
6"
CONCRETE COLLAR
ELEVATION SECTION " GRAVEL FOUNDATION OUTSIDE
NOTES:
SHAPE MAY BE IRREGULAR.
1. MANHOLE COVER TO CONTAIN ONE PICK HOLE.
MAXIMUM THICKNESS WILL DEPEND
SEE SPECIFICATION DIVISION 5 FOR COVER LABEL.
MAI N
PIPES VARY IN SIZE
ON SPECIFIC SITE CONDITIONS.
D&L SUPPLY P/N A-1180 (OR EQUAL). 2. STEPS SHALL BE MADE OF COPOLYMER POLYPROPYLENE CONFORMING TO ASTM D-4101. REINFORCING STEEL TO BE DEFORMED 1/2 " DIAMETER GRADE 60 ROD. 3. FLAT LIDS MAY BE USED IN LIEU OF ECCENTRIC CONES WHERE NECESSARY. FLAT LIDS SHALL BE OF ECCENTRIC DESIGN AND MEET H20 LIVE LOADING. NO FLAT RING
1: 12
A L
IC
PUBLIC WORKS. 12 1: S L O T P Y E P
L E A P O P L S TY
PIPES AND MANHOLE REQUIRED
FLOW
AND COVERS WILL BE ALLOWED UNLESS APPROVED BY RESILIENT CONNECTION BETWEEN
IC
ENTERING
MAI N
FLOW
BRANCH
0
2’
SECTION A-A STATEMENT OF USE
STANDARD
THIS DOCUMENT AND ANY ILLUSTRATIONS HEREON ARE PROVIDED AS STANDARD CONSTRUCTION DETAILS WITHIN
TYPICAL MANHOLE DETAIL
LINDON CITY. DEVIATION FROM THIS DOCUMENT REQUIRES APPROVAL OF LINDON CITY. LINDON CITY CORPORATION AND J-U-B ENGINEERS CAN NOT BE HELD LIABLE FOR MISUSE OR CHANGES REGARDING THIS DOCUMENT.
REVISION 1
ADD CONCRETE COLLAR TO MANHOLE RING
CJF
MLC
2
REPLACED PART NUMBER IN NOTES
TRG
MLC 1/09/08
3
REVISED MANHOLE BASE SLOPE
1/22/04
BTW
MLC
12/06/11
BY
APR.
DATE
LINDON CITY 100 NORTH STATE
NO.
DESCRIPTION
11
DRAWING NUMBER:
CAD DWG:LC_StdDwgs.dgn PLOT SCALE:
1.000
DRAWN BY:
BKW
DESIGN BY:
DCT
CHECKED BY:
MIJ
ADOPTED DATE:
07 FEB 12
6"
STANDARD 24" MANHOLE COVER SEE NOTES BELOW
1’-0"
ASPHALT ROAD SURFACE
5"
CONE SECTI ON
2’ -0",3’ -0" OR 4’ -0" (AS REQ’ D)
PRECAST MANHOLE BASE 5"
6"
TO HAVE FULL TROUGH
A
MI N.
MI N.
BACKFI LL
12"
PI PE EMBEDMENT
I NI TI AL
1’ -0"
4’-0" OR 5’-0"
TYPI CAL
5"
A 6"
2’ -0",3’ -0" OR 4’ -0" (AS REQ’ D)
STEPS REQUIRED SEE NOTES BELOW (I F SUI TABLE)
NATI VE BACKFI LL
ECCENTRI C
3’ -0"
6"
CONCRETE COLLAR
ELEVATION SECTION " GRAVEL FOUNDATION OUTSIDE
NOTES:
SHAPE MAY BE IRREGULAR.
1. MANHOLE COVER TO CONTAIN ONE PICK HOLE.
MAXIMUM THICKNESS WILL DEPEND
SEE SPECIFICATION DIVISION 5 FOR COVER LABEL.
MAI N
PIPES VARY IN SIZE
ON SPECIFIC SITE CONDITIONS.
D&L SUPPLY P/N A-1180 (OR EQUAL). 2. STEPS SHALL BE MADE OF COPOLYMER POLYPROPYLENE CONFORMING TO ASTM D-4101. REINFORCING STEEL TO BE DEFORMED 1/2 " DIAMETER GRADE 60 ROD. 3. FLAT LIDS MAY BE USED IN LIEU OF ECCENTRIC CONES WHERE NECESSARY. FLAT LIDS SHALL BE OF ECCENTRIC DESIGN AND MEET H20 LIVE LOADING. NO FLAT RING
1: 12
A L
IC
PUBLIC WORKS. 12 1: S L O T P Y E P
L E A P O P L S TY
PIPES AND MANHOLE REQUIRED
FLOW
AND COVERS WILL BE ALLOWED UNLESS APPROVED BY RESILIENT CONNECTION BETWEEN
IC
ENTERING
MAI N
FLOW
BRANCH
0
2’
SECTION A-A STATEMENT OF USE
STANDARD
THIS DOCUMENT AND ANY ILLUSTRATIONS HEREON ARE PROVIDED AS STANDARD CONSTRUCTION DETAILS WITHIN
TYPICAL MANHOLE DETAIL
LINDON CITY. DEVIATION FROM THIS DOCUMENT REQUIRES APPROVAL OF LINDON CITY. LINDON CITY CORPORATION AND J-U-B ENGINEERS CAN NOT BE HELD LIABLE FOR MISUSE OR CHANGES REGARDING THIS DOCUMENT.
REVISION 1
ADD CONCRETE COLLAR TO MANHOLE RING
CJF
MLC
2
REPLACED PART NUMBER IN NOTES
TRG
MLC 1/09/08
3
REVISED MANHOLE BASE SLOPE
1/22/04
BTW
MLC
12/06/11
BY
APR.
DATE
LINDON CITY 100 NORTH STATE
NO.
DESCRIPTION
11
DRAWING NUMBER:
CAD DWG:LC_StdDwgs.dgn PLOT SCALE:
1.000
DRAWN BY:
BKW
DESIGN BY:
DCT
CHECKED BY:
MIJ
ADOPTED DATE:
07 FEB 12
