HomeMy WebLinkAbout40-C5.6DetailsStormAS REQUIRED USING
VARIABLE LENGTH SECTIONS
AS REQUIRED
MANHOLE STEPS AT
16" ON CENTER
24" OPENING FLAT SLAB COVER
CUTOUTS AS
REQUIRED
PRECAST OR POURED-IN-PLACE BASE.
POURED-IN-PLACE BASE, MINIMUM CONCRETE
THICKNESS BELOW PIPE IS EIGHT INCHES (8").
PRECAST BASE, MINIMUM THICKNESS TO BE
SIX INCHES (6"). POURED-IN-PLACE BASE TO
EXTEND BEYOND OUTER EDGE OF MANHOLE WALL.
NOTES:
1.ALL JOINTS BETWEEN MANHOLE SECTIONS, ADJUSTING RINGS, MANHOLE
RING & TOP SECTION, AND AROUND PIPE INTO MANHOLE SHALL BE
WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR APPROVED
EQUAL FOR ALL JOINTS EXCEPT BETWEEN PIPE AND MANHOLE WALL.
2.ADJUSTING RINGS AND CASTING SHALL BE CENTERED ON MANHOLE.
3.REMOVE SHIMS AND GROUT ANY GAPS BETWEEN THE CASTING, ADJUSTING
RINGS, AND BARREL. REMOVE EXCESS GROUT.
4.GROUT ALL LIFTING HOLES IN BARREL.
5.ALL LATERAL PIPES SHALL BE FINISHED FLUSH WITH INNER BARREL WALL.
MATCH TOP OF
CURB ELEVATION
EJIW 7030 SERIES
CURB INLET FRAME,
GRATE, & CURB HOOD
VARIES - REFER TO PLAN
SLOPE SHELF
AT 1" PER FOOT
RADIUS OF
MANHOLE
SECTION A-A
FRAME AND COVER TO BE EITHER D&L A-1172 RING & A-1178 COVER,
EJIW 3771 / 3772 SERIES, OR APPROVED EQUAL. (COVERS SHALL
BE STAMPED WITH THE WORDS "SANITARY SEWER" OR "STORM
SEWER" AS APPROPRIATE AND HAVE TWO 1" PICK HOLES)
MANHOLE RING AND COVER
SHALL BE ADJUSTED TO GRADE
OF PAVEMENT SURFACE
AS REQUIRED USING
VARIABLE LENGTH SECTIONS
AS REQUIRED
MANHOLE STEPS AT
16" ON CENTER
24" OR 27"
OPENING
ADJUSTABLE RINGS
4" MIN TO 12" MAX FLAT SLAB COVER
CUTOUTS AS
REQUIRED
A
A
CHANNEL = 1/2 DIAMETER OF PIPE
SHELF: SLOPE AT 1" PER
FOOT TOWARDS CHANNEL
SEE CHANNEL DETAIL
PRECAST OR POURED-IN-PLACE BASE.
POURED-IN-PLACE BASE, MINIMUM CONCRETE
THICKNESS BELOW PIPE IS EIGHT INCHES (8").
PRECAST BASE, MINIMUM THICKNESS TO BE
SIX INCHES (6"). POURED-IN-PLACE BASE TO
EXTEND BEYOND OUTER EDGE OF MANHOLE WALL.
NOTES:
1.ALL JOINTS BETWEEN MANHOLE SECTIONS, ADJUSTING RINGS, MANHOLE
RING & TOP SECTION, AND AROUND PIPE INTO MANHOLE SHALL BE
WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR APPROVED
EQUAL FOR ALL JOINTS EXCEPT BETWEEN PIPE AND MANHOLE WALL.
2.ADJUSTING RINGS AND CASTING SHALL BE CENTERED ON MANHOLE.
3.REMOVE SHIMS AND GROUT ANY GAPS BETWEEN THE CASTING, ADJUSTING
RINGS, AND BARREL. REMOVE EXCESS GROUT.
4.GROUT ALL LIFTING HOLES IN BARREL.
5.ALL LATERAL PIPES SHALL BE FINISHED FLUSH WITH INNER BARREL WALL.
NOTE: STORM DRAIN
MANHOLES SHALL NOT HAVE
FORMED CHANNELS AND
THE LOWEST PIPE INVERT
SHALL BE NINE INCHES (9")
HIGHER THAN THE BOTTOM
OF THE MANHOLE.
(5) ADAPTER
ANGLES
VARIABLE 0° -
360°
ACCORDING TO
PLANS
9" SUMP
4" MIN BEDDING
MIN PIPE COVER = 12"
(DEPTH PER PLAN)
A-2000
DRAIN PIPE
WATERTIGHT
JOINT, FITTINGS
AS NECESSARY
INTEGRATED
FRAME/GRATE PER PLAN,
REDUCERS/FITTINGS AS
NECESSARY
NYLOPLAST 24" DRAIN BASIN
FINISHED SURFACE
PER PLAN
24" DIA
NOTE:
1.FOR ALL INLETS 5FT DEEP OR LESS, UNLESS OTHERWISE NOTED IN PLANS.
2.INCLUDES ALL FITTINGS AND NECESSARY APPURTENANCES.
NOT TO SCALE
COMBINATION MANHOLE & INLET DETAIL
NOT TO SCALE
STANDARD STRAIGHT MANHOLE DETAIL
NOT TO SCALE
ADS NYLOPLAST DRAIN BASIN
--------DETAILS- STORM
C5.6.MEE OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:NWX APARTMENTS- AN ICON COMMUNITYBOZEMAN, MONTANABLACKRIDGE COMPANIES
1735 SOUTH 19TH AVE
SUITE B
BOZEMAN, MT 59718
OFFICE: 406.582.8100
FAX: 406.582.8108
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
10/29/2021
NOT TO SCALE
CONCRETE STORM DRAINAGE OUTLET AND INLET CHASES MASTER SITE PLAN10/29/21: MSP 01
06/02/22: MSP 01