Storm Sewer Details
1
Developed For: Project: Sheet: Scale: Date: ISSUE: DATE: CHARTER TOWNSHIP OF CLINTON 40700 ROMEO PLANK ROAD CLINTON TOWNSHIP, MI 48038 (586) 286-8000 CHARTER TOWNSHIP OF CLINTON STORM SEWER STANDARD DETAILS CHARTER TOWNSHIP OF CLINTON MACOMB COUNTY MICHIGAN 07.24.2015 N.T.S. ST-1 STORM SEWER CATCH BASIN STORM SEWER INLET STORM SEWER TEE MANHOLE "B" STORM SEWER TEE MANHOLE "A" SECTION A-A PLAN VIEW STORM SEWER MANHOLE "B" STORM SEWER SIDE INLET CONCRETE BEDDING STANDARD BEDDING BEDDING DETAILS GENERAL STORM SEWER NOTES STORM SEWER MANHOLE "A" “ ” “ ” PLAN VIEW PROFILE VIEW 1040B COVER 5105M1 GRATE 1040N GRATE ® T-2-N R-13-E Charter Township of Clinton 09.10.2018 DETAIL SHEET REVISIONS
Transcript of Storm Sewer Details
Developed For:
Project:Sheet:Scale:Date:
ISSUE:DATE:
CHARTER TOWNSHIPOF CLINTON
40700 ROMEO PLANK ROADCLINTON TOWNSHIP, MI 48038
(586) 286-8000
CHARTER TOWNSHIPOF CLINTON
STORM SEWERSTANDARD DETAILS
CHARTER TOWNSHIP OF CLINTONMACOMB COUNTY
MICHIGAN
07.24.2015N.T.S.ST-1
STORM SEWER CATCH BASIN
STORM SEWER INLET
STORM SEWER TEE MANHOLE "B"
STORM SEWER TEE MANHOLE "A"
SECTION A-A
PLAN VIEW
STORM SEWER MANHOLE "B"
STORM SEWER SIDE INLET
CONCRETE BEDDING STANDARD BEDDING
BEDDING DETAILS
GENERAL STORM SEWER NOTES
STORM SEWER MANHOLE "A"
“ ”
“ ”
PLAN VIEW
PROFILE VIEW
1040B COVER 5105M1 GRATE 1040N GRATE
®
T-2-N R-13-E
Charter
Township
of Clinton
09.10.2018 DETAIL SHEET REVISIONS
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800-482-7171
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CALL MISS DIG
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BEFORE YOU DIG
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( 3 WORKING DAYS )
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72 HOURS
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PLACE FRAME IN FULL
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BED OF MORTAR
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TYP.
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#4 BARS AT 12" O.C. EACH WAY
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ADJUSTMENT
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6" MIN. TO 18" MAX.
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BED OF MORTAR
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PLACE FRAME IN FULL
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2" MIN. SAND SUB-BASE)
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(IF PRECAST IS USED PLACE
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PRECAST OR POURED CONC.
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BASE - 2500 PSI AT 28 DAYS
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BRICK, CONCRETE
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BLOCK OR PRECAST
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A-A
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"S"
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POURED
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FILLET
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CONCRETE
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8"
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4"
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TYP.
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PIPE %%C 8
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SLOPE
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2%
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2%
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SLOPE
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3"
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BOTTOM DIA.
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(IF NOT ON
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PLANS)
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48"
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60"
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72"
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26" DIAMETER
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48" MIN. DIAMETER
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8" WALL THICKNESS
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0' TO 15' IN DEPTH REQUIRES
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12" WALL THICKNESS
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BOTTOM DIAMETER
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PLACE FRAME IN FULL
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BED OF MORTAR
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36" OR LESS
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42"
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48" & 54"
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SEWER PIPE
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SIZE %%c (I.D.)
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NOT TO SCALE
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8"
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PRECAST OR POURED CONC.
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BASE - 2500 PSI AT 28 DAYS
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(IF PRECAST IS USED PLACE
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2" MIN. SAND SUB-BASE)
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#4 BARS AT 12" O.C. EACH WAY
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15' AND DEEPER REQUIRES
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NOT TO SCALE
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48" MIN. DIAMETER
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26" DIAMETER
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PLACE FRAME IN FULL
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BED OF MORTAR
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C-76 CLASS IV
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48" AND UP
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HORIZONTAL DIMENSION
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ROUND OR ELLIPTICAL PIPE
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INTEGRALLY CAST MANHOLE TEE
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CIRCULAR PIPE - A.S.T.M. SPEC.
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ELLIPTICAL PIPE - A.S.T.M. SPEC.
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C-507 HE CLASS IV
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MORTAR
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SUMP
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2"
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24" DIA.
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NOT TO SCALE
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FRAME AND COVER
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(SEE NOTES 11 & 12)
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24" DIAMETER
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"T"
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48" DIAMETER
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PRECAST OR POURED CONC.
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(IF PRECAST IS USED PLACE
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2" MIN. SAND SUB-BASE)
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BASE - 2500 PSI AT 28 DAYS
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2'-6"
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VARIABLE
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2'-0" MIN.
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WALL THICKNESS "T"
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OR BLOCK
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PRECAST
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6"
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8"
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12"
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8"
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DEPTH
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BRICK
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10'-16'
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0'-10'
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8"
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NOT TO SCALE
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EACH WAY
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6' MAXIMUM
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(SEE NOTES)
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FRAME AND COVER
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TYP.
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4"
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6"
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#4 BARS AT 12" O.C.
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A-A
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2'-2"
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NOT TO SCALE
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NOT TO SCALE
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7/8" @ 9" EA. WAY
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3/4" @ 9" EA. WAY
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3/4" @ 9" EA. WAY
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12"
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12"
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12"
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11"
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10"
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9"
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STEEL
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REINFORCING
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WALL
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"T"
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"S"
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TOP SLAB
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48" & 54"
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36" OR LESS
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SEWER PIPE
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SIZE %%C (I.D)
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42"
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48"
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60"
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72"
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BOTTOM DIA.
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(IF NOT ON
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PLANS)*
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"T"
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MIN.
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6"
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LESS
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OR
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4'-0"
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MAX.
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1'-6"
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2"
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POURED
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CONCRETE
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FILLET
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4"
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TYP.
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2%
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SLOPE
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NOT TO SCALE
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2%
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SLOPE
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3"
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PIPE %%C 8
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BOTTOM DIAMETER
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PRECAST OR POURED CONC.
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BASE - 2500 PSI AT 28 DAYS
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(IF PRECAST IS USED PLACE
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2" MIN. SAND SUB-BASE)
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#4 BARS AT 12" O.C. EACH WAY
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REINFORCING STEEL
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REQUIREMENTS IN
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TABLE BELOW
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BE INCREASED AS SHOWN
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ON THE PLANS DEPENDING
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* DIAMETER OF MANHOLE SHALL
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ON THE ANGLE OF THE SEWERS.
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26" DIAMETER
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6" MIN. TO 18" MAX.
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PLACE FRAME IN FULL
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BED OF MORTAR
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ADJUSTMENT
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PRECAST FLAT SLAB TOP
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A.S.T.M. SPEC. C-478
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BED OF MORTAR
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PLACE FRAME IN FULL
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26" DIAMETER
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C-76 CLASS IV
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C-507 HE CLASS IV
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48" AND UP
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48" MIN. DIAMETER
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ROUND OR ELLIPTICAL PIPE
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HORIZONTAL DIMENSION
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NOT TO SCALE
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CIRCULAR PIPE - A.S.T.M. SPEC.
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ELLIPTICAL PIPE - A.S.T.M. SPEC.
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INTEGRALLY CAST MANHOLE TEE
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SPECIAL INLET NOTES:
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SPECIAL CATCH BASIN NOTES:
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1/2" MAX. SIZE/SAND
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SPECIAL BACKFILL WITH
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GRADED STONE OR
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1/4" TO 3/4" ANGULAR
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1/4" TO 3/4" ANGULAR
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P.S.I. @ 28 DAYS)
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CONCRETE (2500
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NOT TO SCALE
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4'-6"
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3'-6"
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6"
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6"
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24"
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6"
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AT 6" ON CENTER
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7 - 3/4" ROUND BARS
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PLACE FRAME IN FULL
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BED OF MORTAR
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8"
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12"
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2'-0"
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6"
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4'-2"
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DIAMETER
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1/4 OUTSIDE
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4" MIN.
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O.D.
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GRADED STONE OR
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SPECIAL BACKFILL WITH
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1/2" MAX. SIZE
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UNDISTURBED EARTH
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UNDISTURBED
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EARTH
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12" MIN.
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4/3 INSIDE DIAMETER
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OF PIPE + 15"
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OF PIPE + 15"
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4/3 INSIDE DIAMETER
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12" MIN.
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EARTH
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UNDISTURBED
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UNDISTURBED EARTH
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O.D.
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4" MIN.
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NOT TO SCALE
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3"
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4"
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PLASTER COAT ENTIRE
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(BRICK OR BLOCK)
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1/2" MORTAR CEMENT
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EXTERIOR SURFACE WITH
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(TOLL FREE)
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OR DIAL 811
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1. AT LEAST THREE WORKING DAYS PRIOR TO CONSTRUCTION, AT LEAST THREE WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL GIVE NOTIFICATION OF HIS INTENTION TO BEGIN CONSTRUCTION TO THE TOWNSHIP, THE OFFICE OF THE PUBLIC WORKS COMMISSIONER AND THE COUNTY ROAD COMMISSION, WHEN NEEDED. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ATTEND A PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ATTEND A PRE-CONTRUCTION MEETING, AT A TIME AND PLACE AS ARRANGED BY THE OWNER OR THE MUNICIPAL ENGINEER, AT WHICH VARIOUS UTILITY COMPANIES AND GOVERNMENTAL AGENCY REPRESENTATIVES WILL BE PRESENT. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST HAVE IN PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST HAVE IN HIS POSSESSION A COPY OF A VALID PERMIT TO CONSTRUCT A CONNECTION TO, OR AN EXTENSION OF, THE STORM WATER DRAINAGE SYSTEM. 4. THE CONTRACTOR SHALL SECURE PERMITS FROM THE OFFICE THE CONTRACTOR SHALL SECURE PERMITS FROM THE OFFICE OF THE PUBLIC WORKS COMMISSIONER FOR TAPS AND CROSSINGS OF COUNTY DRAINS AND SHALL PAY THE COSTS OF SAID PERMITS AND THE COST OF ANY INSPECTION CHARGES BY THAT AGENCY FOR WORK DONE UNDER THE PERMITS. 5. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL TELEPHONE MISS DIG(800-482-7171) OR DIAL 811 FOR THE LOCATION OF UNDERGROUND FACILITIES, AND SHALL ALSO NOTIFY REPRESENTATIVES OF ANY OTHER FACILITIES, LOCATED IN THE VICINITY OF THE WORK, WHICH MAY NOT BE HANDLED BY MISS DIG. 6. ALL STORM WATER DRAINAGE SYSTEM CONSTRUCTION SHALL ALL STORM WATER DRAINAGE SYSTEM CONSTRUCTION SHALL CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF THE TOWNSHIP, COUNTY ROAD COMMISSION AND/OR THE OFFICE OF THE PUBLIC WORKS COMMISSIONER, MDEQ OR AGENCY WITH JURISDICTION AS REQUIRED. 7. ALL REINFORCED CONCRETE SEWER PIPE SHALL CONFORM TO ALL REINFORCED CONCRETE SEWER PIPE SHALL CONFORM TO ASTM SPECIFICATION C-76 WITH CLASS DESIGNATION ON PLANS. CLASS II OR LOWER SHOULD NOT BE ALLOWED. 8. UNLESS OTHERWISE INDICATED ON THE PLANS, ALL STORM UNLESS OTHERWISE INDICATED ON THE PLANS, ALL STORM SEWER BEDDING SHALL BE STANDARD BEDDING. 9. UNDERGROUND DETENTION STORM PIPE SHALL BE SOLID UNDERGROUND DETENTION STORM PIPE SHALL BE SOLID WALLED PIPE WITH A MINIMUM OF H-20 LOADING CAPACITY.
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10. ALL WYES AND BUILDING SERVICE CONNECTIONS SHALL BE 3" POLYVINYL CHLORIDE (PVC) SEWER PIPE D3033 OR D3034-3. 11. ALL WYES MUST GO TO STORM STRUCTURE. 12. UNLESS OTHERWISE NOTED ON THE PLANS, STRUCTURE FRAME AND COVERS SHALL BE AS FOLLOWS: A. MANHOLE (IN ROAD R.O.W.) EJ 1040B WITH PERFORATED MANHOLE (IN ROAD R.O.W.) EJ 1040B WITH PERFORATED COVER. B. MANHOLE (OTHER THAN IN ROAD R.O.W.) EJ 1040B WITH MANHOLE (OTHER THAN IN ROAD R.O.W.) EJ 1040B WITH PERFORATED COVER. C. CATCH BASIN OR INLET (PAVEMENT TYPE) EJ 5105M1 WITH SINUSOIDAL GRATE. D. CATCH BASIN (YARD TYPE) OR SIDE INLET EJ 1040N WITH CATCH BASIN (YARD TYPE) OR SIDE INLET EJ 1040N WITH OVAL GRATE HAVING A RISE ABOVE THE FRAME OF 2 1/2". 13. ALL CATCH BASIN AND INLET COVERS SHALL HAVE "DUMP NO WASTE!" LETTERING AND TROUT IMAGE. 14. ALL STORM SEWER JOINTS SHALL BE MODIFIED GROOVED TONGUE WITH RUBBER GASKET. 15. AS PART OF THE FINAL INSPECTION, THE CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION OF THE STORM SEWER LINES IN ACCORDANCE WITH THE CURRENT DETAILED SPECIFICATIONS OF THE TOWNSHIP. 16. ALL MANHOLES NEED TO BE CHANNELED. 17. THE MUNICIPAL SEWER DEPARTMENT WILL PROVIDE INSPECTION DURING “NORMAL INSPECTION HOURS” (MONDAY THROUGH NORMAL INSPECTION HOURS” (MONDAY THROUGH (MONDAY THROUGH FRIDAY BETWEEN 7:00 AM AND 3:30 PM) AT THE OWNER'S EXPENSE. THE CONTRACTOR SHALL PAY FOR ALL OVERTIME INSPECTION COSTS OUTSIDE OF NORMAL INSPECTION HOURS OR SATURDAY INSPECTION COST (COMPUTED AT 2.25 TIMES THE INSPECTOR'S PAYROLL), OR HOLIDAY & SUNDAY INSPECTION COST (COMPUTED AT 3 TIMES THE INSPECTOR'S PAYROLL) INCURRED BY REASON OF OVERTIME WORK OUTSIDE OF “NORMAL INSPECTION HOURS” SHALL BE PAID BY THE NORMAL INSPECTION HOURS” SHALL BE PAID BY THE SHALL BE PAID BY THE CONTRACTOR. 18. STORM SEWER PIPES, LEADS AND STRUCTURES MUST BE "MADE IN USA".
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1. DIAMETER OF "YARD" CATCH BASIN MAY BE REDUCED TO 36" PROVIDED THERE IS DIAMETER OF "YARD" CATCH BASIN MAY BE REDUCED TO 36" PROVIDED THERE IS ONLY ONE (1) PIPE IN THE STRUCTURE AND THE DISTANCE TO THE OUTLET MANHOLE IS LESS THAN 150 FEET. 2. CATCH BASIN MUST DISCHARGE INTO MANHOLES AND NOT INTO OTHER CATCH CATCH BASIN MUST DISCHARGE INTO MANHOLES AND NOT INTO OTHER CATCH BASINS, EXCEPT: A. WHERE CATCH BASIN IS A "YARD" TYPE WITH NOT MORE THAN THREE (3) WHERE CATCH BASIN IS A "YARD" TYPE WITH NOT MORE THAN THREE (3) CATCH BASINS DISCHARGING INTO IT. B. WHERE CATCH BASIN IS A "PAVEMENT TYPE" DISCHARGING INTO ANOTHER WHERE CATCH BASIN IS A "PAVEMENT TYPE" DISCHARGING INTO ANOTHER CATCH BASIN LOCATED WITHIN 75 FEET. 3. STEPS SHALL BE PLACED IN ALL 48" DIAMETER STRUCTURES MORE THAN 4' DEEP. STEPS SHALL BE PLACED IN ALL 48" DIAMETER STRUCTURES MORE THAN 4' DEEP. 4. ALL BACKFILL AROUND THE STRUCTURE SHALL BE 1/4" TO 3/4" ANGULAR STONE UP ALL BACKFILL AROUND THE STRUCTURE SHALL BE 1/4" TO 3/4" ANGULAR STONE UP TO THE SPRINGLINE OF THE HIGHEST PIPE. THE REMAINING BACKFILL (TO GRADE) THE SPRINGLINE OF THE HIGHEST PIPE. THE REMAINING BACKFILL (TO GRADE) SHALL BE SAND COMPACTED IN 12" LIFTS.
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1. INLET SHALL NOT BE USED FOR YARD DRAINAGE. INLET SHALL NOT BE USED FOR YARD DRAINAGE. 2. INLET SHALL NOT BE USED IN COUNTY ROAD RIGHT-OF-WAY. INLET SHALL NOT BE USED IN COUNTY ROAD RIGHT-OF-WAY. 3. OTHER THAN ABOVE, INLET MAY BE USED, PROVIDED: OTHER THAN ABOVE, INLET MAY BE USED, PROVIDED: A. THE INLET DISCHARGES INTO CATCH BASIN LOCATED WITHIN 75 FEET. THE INLET DISCHARGES INTO CATCH BASIN LOCATED WITHIN 75 FEET. B. NOT MORE THAN ONE INLET DISCHARGES INTO A CATCH BASIN.NOT MORE THAN ONE INLET DISCHARGES INTO A CATCH BASIN.
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DRAINS TO WATERWAYS
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DUMP NO WASTE!
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M
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A
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D
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E
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I
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N
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U
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S
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A
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DUMP NO WASTE! DRAINS TO WATERWAYS
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DUMP NO WASTE! DRAINS TO WATERWAYS
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1/2" SHARP FACE GOTHIC
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TROUT LOGO
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A
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S
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U
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N
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I
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E
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D
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A
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M
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(16) 1"
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DIA HOLES
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1 1/2"
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EPIC® PICKBAR
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6" MIN. TO 18" MAX. ADJUSTMENT
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PRECAST ECCENTRIC CONE AND MANHOLE RISER SECTION-A.S.T.M. SPECIFICATION C-478
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6" MIN. TO 18" MAX. ADJUSTMENT
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PRECAST WALL SECTION
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6" MIN. TO 18" MAX. ADJUSTMENT
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FRAME AND COVER (SEE NOTES 11 & 12)
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6" MIN. TO 18" MAX. ADJUSTMENT
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FRAME AND COVER (SEE NOTES 11 & 12)
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FRAME AND COVER (SEE NOTES 11 & 12)
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FRAME AND COVER (SEE NOTES 11 & 12)
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FRAME AND COVER (SEE NOTES 11 & 12)
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PRECAST WALL SECTION
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FIBERGLASS OR ALUMINUM STEP, 16" OC, BOTTOM STEP MAX 24" ABOVE FLOOR
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FIBERGLASS OR ALUMINUM STEP, 16" OC, BOTTOM STEP MAX 24" ABOVE FLOOR
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FIBERGLASS OR ALUMINUM STEP, 16" OC, BOTTOM STEP MAX 24" ABOVE FLOOR
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FIBERGLASS OR ALUMINUM STEP, 16" OC, BOTTOM STEP MAX 24" ABOVE FLOOR
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REFER TO STORM SEWER MANHOLE "B" THIS SHEET
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PRECAST WALL SECTION
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BACKFILL (SAND BACKFILL UNDER INFLUENCE OF PAVEMENT)
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BACKFILL (SAND BACKFILL UNDER INFLUENCE OF PAVEMENT)
