HomeMy WebLinkAbout002_C3.1.3_SANITARYSEWERSTORMDRAIN_010520221/4" BELOW TOP OF
NEW PAVEMENT SURFACE
3'-0"
(MIN)
HEAVY DUTY MONUMENT BOX, SIMILAR
TO CAIRD ENG. NO. 50608-1
PAVING & GRAVEL
AS REQUIRED
SEAL JOINT WITH RAM-NEK
8" x 3' ROUND
CONCRETE SLAB
SLIP HUB TO THREADED ADAPTER
THREADED PLUG
FROST
EXPANSION
SLEEVE
CLEANOUT PIPE -
4" Ø PVC
45° BEND
NON-SHRINK
BACKFILL
END OF
TRENCH
VERIFY PIPE
SIZE PER PLAN
DIMENSIONS
END OF LINE CLEANOUT
(IF REQUIRED) USE PLUG
AS 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
EAST JORDAN IRON WORKS (EJIW)
CURB INLET FRAME (7030Z1), GRATE
(7030M2), & CURB HOOD (7030T1)
VARIES - REFER TO PLAN
8"
6" MIN
12" MAX
4'-0"
2" THICK SAND
CUSHION
GRANULAR BEDDING
MATERIAL (TYP)
WATER OR
SEWER LINE
TRENCH BOTTOMTRENCH WALLTRENCH WALLALT. "B" INSTALLATION
(TOP & BOTH SIDES):
4" THICK INSULATION
BOARD - 8' MIN LENGTH
ALONG WATER OR SEWER LINEALT. "A" (TOP ONLY)
INSTALLATION (TOP ONLY):
4" THICK x 8' WIDE
INSULATION BOARD
CENTERED OVER WATER
OR SEWER LINE - 8' MIN
LENGTH ALONG WATER
OR SEWER LINE
*
FOR CULVERT CROSSINGS,
PROVIDE 18" MIN VERTICAL
SEPARATION BETWEEN
CULVERT AND WATER
OR SEWER LINE
*
NOTES:
1.INSTALL INSULATION OVER ALL WATER LINES WITH LESS THAN 6'-6" COVER TO FINISHED GRADE, SEWER LINES
WITH LESS THAN 5'-0" COVER TO FINISHED GRADE, OR WITHIN 2' BELOW A CULVERT. NOTIFY ENGINEER PRIOR
TO PLACING INSULATION.
2.INSTALL INSULATION IN TWO, 2" THICK LAYERS. ROTATE ORIENTATION OR STAGGER JOINTS TO PROVIDE 2' MIN
OVERLAP BETWEEN JOINTS. INSULATION SHALL EXTEND A MINIMUM OF 4' BEYOND THE OUTER WALLS OF THE
CULVERT.
3.INSULATION BOARD SHALL BE 2" THICK EXTRUDED POLYSTYRENE INSULATION BOARD PER AASHTO M230-70.
4.SAND MAY BE USED TO PROVIDE THE BASE. INSULATION SHALL BE COVERED WITH 12" OF SAND OR OTHER
OTHER SUITABLE GRANULAR BASE PRIOR TO COMPACTION OR ADDITIONAL BACKFILLING.2'-0" (MIN)
3" DEPTH OF CLEAN, CRUSHED,
ANGULAR NO. 4 (AASHTO M43) STONE
1'-0" DEPTH OF 2" - 3"
CLEAN, WASHED STONE
(AASHTO #2 OR #3)
4'-0"
WELL-TURNED AND BLENDED TOPSOIL
REPLACED FROM EXCAVATION AND
LIGHTLY COMPACTED
MAX WATER SURFACE
ELEVATION = 4643.0
RETENTION BASIN BOTTOM
ELEVATION = 4640.5
GEOTEXTILE SEPARATOR
(MIRAFI RS380i OR APPROVED EQUAL)
INSTALLED ALONG TOP, BOTTOM,
AND SIDES OF STONE RESERVOIR
4:1 (MAX) TURF SLOPE
(BOTH SIDES)
CURB &
GUTTER NATIVE
GROUND
(TYP)
2'-0" (MIN)
3" DEPTH OF CLEAN, CRUSHED,
ANGULAR NO. 4 (AASHTO M43) STONE
1'-0" DEPTH OF 2" - 3"
CLEAN, WASHED STONE
(AASHTO #2 OR #3)
4'-0"
WELL-TURNED AND BLENDED TOPSOIL
REPLACED FROM EXCAVATION AND
LIGHTLY COMPACTED
MAX WATER SURFACE
ELEVATION = 4645.5
RETENTION BASIN BOTTOM
ELEVATION = 4643.0
GEOTEXTILE SEPARATOR
(MIRAFI RS380i OR APPROVED EQUAL)
INSTALLED ALONG TOP, BOTTOM,
AND SIDES OF STONE RESERVOIR
4:1 (MAX) TURF SLOPE
(BOTH SIDES)
CURB &
GUTTER NATIVE
GROUND
(TYP)
Know what's below.
before you dig.Call
R
NOT TO SCALE
SANITARY SEWER & STORM DRAIN CLEANOUT DETAIL
NOT TO SCALE
COMBINATION MANHOLE INLET DETAIL02720-1A
PVC CLEANOUT
2"
3" MIN.GRADE
PVC CLEANOUT
WITH THREADED PLUG
10" ROUND VALVE BOX,
GREEN, WITH LOCKING LID,
CENTERED OVER CLEANOUT
GRAVEL BEDDING
& BACKFILL
2"
2"
FINISHED
NOT TO SCALE
CLEANOUT BOX - LANDSCAPED AREAS
NOT TO SCALE
PIPE INSULATION
issue date
project #
phasesheet projectownerrevision date
C3.1.3SANITARY SEWER AND STORM DRAIN DETAILS21012.00VANCE THOMPSON VISIONBID & PERMIT SETSCALE: 1/2" = 1'-0"
11"x17" SCALE: 1/4" = 1'-0"
SECTION A-A: SURFACE RETENTION BASIN CROSS SECTION
SCALE: 1/2" = 1'-0"
11"x17" SCALE: 1/4" = 1'-0"
SECTION B-B: SURFACE RETENTION BASIN CROSS SECTION
No. 49499
CELINE M
PROFE
SSIONAL E N G INEERM O N T AN
A
LICENSE D
SAUCIER
100% BID & PERMIT
02.25.22
5 02/25/22
5