HomeMy WebLinkAboutSite Plans 10 of 10 Construction DetailsD
C
C
B
C
B
C
B
A
B
A
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
#8 CRUSHED STONE
(1/4" TO 3/4
HEAVY DUTY
PAVEMENT SECTION
TYPICAL PAVEMENT SECTION
EDGE OF PAVEMENT, CURB, GUTTER OR
SIMILAR STRUCTURE
SIMILAR STRUCTURE IN THE PUBLIC RAN
5' OR LESS MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH
#11 OR #12 SURFACE
#5 BASE ASPHALT
#53 COMPACTED AGGREGATE
#2 COMPACTED AGGREGATE
COMPACTED
WELL DRAINED SUBGRADE
#11B SURFACE
#9 BINDER
m #53 STONE
#2 STONE
6" COMPACTED
WELL DRAINED SUBGRADE
WITHIN 5' OF EDGE OF PAVEMENT
Bo OUTSIDE DIAMETER
D INSIDE DIAMETER
NOTE: ALL BEDDING BACKFILL TO 12"
ABOVE PIPE SHALL BE IN 6" LIFTS.
MIN. 12"
OR 6" MIN.
REGULAR BACKFILL
#8 CRUSHED STONE
(1/4" TO 3'4
PAVEMENT SECTION
FOR 10' ASPHALT PATH
EDGE OF PAVEMENT, CURB, GUTTER OR
SIMILAR STRUCTURE
GREATER
THAN 5'
MIN. 2' Bo
MAX. 3' Bc V
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
GREATER THAN 5' FROM EDGE OF PAVEMENT
NOTE: ALL BEDDING BACKFILL TO 12"
ABOVE PIPE SHALL BE IN 6" LIFTS.
SANITARY SEWER BEDDING DETAIL
#11B SURFACE
c' I #9 BINDER
#53 STONE
6° COMPACTED
WELL DRAINED SUBGRADE
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH
MIN. 12"
OR 6" MIN.
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
'A. 'A
:A• e•
EDGE OF PAVEMENT,
CURB, GUTTER, OR
SIMILAR STRUCTURE
IN THE PUBLIC R W
5' OR LESS
AVEMENT ON BASE
SECTION A-A
NOTE:
ALL BEDDING INITIAL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS
MIN. 9" CLEARANCE EACH SIDE OF
INSTALLED PIPE
DEPTH FOR BEDDING
LEGEND MATERIAL BELOW PIPE
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
D
27" SMALLER
30" TO 60"
66" LARGER
COMPACTED GRANULAR FILL
4" CONCRETE SLAB ON 4°
#53 STONE COMPACTED
SIDEWALK RAMP DETAIL
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
(d) MIN.
3"
6"
REINFORCED CONCRETE PIPE (RCP)
TRENCH DETAIL
WITHIN 5' OF EDGE OF PAVEMENT
SERVICE FROM BUILDING
18" R
HANDICAP SYMBOL
II III III
III III
CLEANOUT DETAIL
CLEANOUT ADAPTOR WITH
THREADED CAP
6 "x6" PVC WYE BRANCH
RISER PIPE TO BE SAME SIZE AND
SPECIFICATION AS HORIZONTAL PIPE
d TO GRAVITY SEWER
a
0
PORTLAND CEMENT
3500 PSI CONCRETE
1 /4" PER Ft.
3' FROM
BUILDING
(TYPICAL)
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PLAN
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0
STRAW BALE INLET PROTECTION
NO SCALE
SANDBAG DROP INLET PROTECTION
A
A
6" GRANULAR
BACKFILL
A MIN. 6" DIA. PIPE CLEANOUT SHALL
BE INSTALLED WITHIN THREE (3) FEET
OF OUTSIDE BUILDING WALL. A PLUG
SPECIFIED BY THE PIPE MANUFACTURER
SHALL BE USED TO ENSURE 100%
WATERTIGHTNESS.
BELL HOLES SHALL BE
PROVIDED UNDER PIPE
STAKED STRAW BALES
TWO STAKES PER BALE)
TAMPED
EARTH
DROP INLET WITH GRATE
VARIES (SEE PLANS)
1/8 BEND
ELEVATION
A e e e „p
PLAN VIEW
ELEVATION
1/2" SCORE
A•
FILLED SAND BAGS
STACKED AND TIGHTLY FITTED
AROUND PERIMETER OF INLET
TO PREVENT SEDIMENT WASH
INTO INLET
1/8" R
TRUNK LINE
LATERAL MINIMUM
SIZE 6"
1/8 BEND
SERVICE WYE
1" C. I. LOCATOR
ROD OR MAGNETIC
TAPE INSTALLED PER
SECTION 7.02 -C
s
1. 1 1IN•1114 1•∎11
MIN. FALL 444#
0.61%,
SERVICE CONNECTION
FOR SHALLOW SEWERS
(LESS THAN 15' DEEP)
Alr
D
R 1"
INTEGRAL WALK AND CURB DETAIL
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COMPACTION OF GRANULAR
BACKFILL IS CRITICAL UNDER
WYE AND BEND. IF PROPER
COMPACTION CANNOT BE
ACHIEVED, PLACE A MIN. OF
6" OF CLASS B CONCRETE
AROUND 1/8 BEND.
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BUILDING
LATERAL
MINIMUM
SIZE 6"
1 STAPLE PER
SO. YD.
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1 1 /2' 1 1 /2
X
B
X
X
1* STAPLES PER
SQ. YD.
X j X X
R1
-0 20" X X
x x x
X X X
X X X
X X X X
2 STAPLES PER 3* STAPLES PER
SQ. YD. SQ. YD.
10' MIN.
CENTER OF SEWER
MAIN LAYING LENGTH
MEDMIGH
FLOW
CHANNEL
SHORELINE
LOW
FLOW
CHANNEL
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3:1
4:1
SANITARY SEWER MAIN
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STAPLE PATTERN
Ill— Ill
WATER MAIN
i 18" MIN.
SLOPE LENGTH
COMPACTED SUBGRADE THE UPPER 6 INCHES SHALL COMPLY
WITH THE DENSITY REQUIREMENTS OF THE CONTRACT IMMEDIATELY
PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT,YIELDING
OR UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED
SATIFACTORILY, SHALL BE REMOVED. ALL ROCK ENCOUNTERED
SHALL BE REMOVED OR BROKEN OFF AT LEAST 6 INCHES
BELOW THE SUBGRADE SURFACE, ANY HOLES OR DEPRESSIONS
RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL
BE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO
CONFORM WITH THE SURROUNDING SUBGRADE SURFACE,
WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO THE CURB, THE
SPACE BEHIND THE NEW CURB SHALL BE FILLED W111-I GRANULAR
MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED
IN LAYERS NOT TO EXCEED 4°
WHERE SIDEWALK IS NOT CONSTRUCTED ADJACENT TO THE CURB
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE
MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN
LAYERS NOT TO EXCEED 4
6" VERTICAL CURB
18" MIN.
WATER MAIN
N LL
COMPACTED, WELL DRAINED
BACKFILL
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SANITARY SEWER MAIN 3
MINIMUM CROSSING SEPARATION
REQUIREMENTS FOR WATER
SANITARY SEWER MAINS
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SCALE: 1" =40'
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DATE: December 5, 2003
PROJECT NO. 122-0083
2
SHEET NO.
10
OF 10
0083 -det1. DGN