HomeMy WebLinkAbout039-99 DP-ADLS Office Bldg Construction Details.31
SANITARY SEWER BENCH SLOPE = 12" PER FOOT
STANDARD MANHOLE BENCHES
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 -- -
1/8 BEND
jp
3' FROM
BUILDING
(TYPICAL)
MIN FALL =
0-61%.
- BELL HOLES SHALL BE
PROVIDED UNDER PIPE
t 1 - TRUNK LINE
LATERAL MINIMUM
SIZE = 6"
1 /8 -BEND
' I -BUILDING
LATERAL
MINIMUM
SIZE = 6"
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.
SERVICE WYE
PLAN VIEW
1" C. I. LOCATOR
ROD OR MAGNETIC
TAPE INSTALLED PER
SECTION 7 02-C
ELEVATION
SERVICE C-ONNECTION
FOR SHALLOW SEWERS
(LESS THAN 15' DEEP)
EDGE OF PAVEMENT, CURB, GUTTER OR
EDGE OF PAVEMENT, CURB, GUTTER OR NV
SIMILAR STRUCTURE IN THE PUBLIC RW SIMILAR STRUCTURE IN THE PUBLIC R
SIMILAR STRUCTURE IN THE PUBLIC RNV
GREATER
5 ' OR LESS- ---- -► MIN. 6 TOPSOIL
-- --- ► MIN. 6" TOPSOIL TO ENSURE THAN 5' TO ENSURE GRASS
GRASS GROWTH GROWTH
MIN 2' + Bc
MIN. 2' + Bc - -- -- ►
"B" BORROW OR EQUIV.-- - ----� MAX 3' + Bc
GRANULAR MATERIAL MAX. 3' + Bc
COMPACTED TO 95%
STANDARD PROCTOR --- REGULAR BACKFILL
DENSITY -- ---�- -- - ---- --- ---- -- - - �
MIN 12" MIN. 12"
O s
#8 CRUSHED STONE #8 CRUSHED STONE
(V4" TO 3/4")-a, �_ - - --�C)2 (V4" TO 314") ` ► = - -- - --1
- -� -� — - OR 4' MIN
Bc-► DB OR 4" MIN.
WITHIN 5' OF EDGE OF PAVEMENT GREATER THAN 5' FROM EDGE OF PAVEMENT
Bc = OUTSIDE DIAMETER
C = INSIDE DIAMETER Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
NOTE: ALL BEDDING & BACKFILL TO 12"
ABOVE PIPE SHALL BE IN 6" LIFTS. NOTE ALL BEDDING & BACKFILL TO 12"
ABOVE PIPE SHALL BE IN 6" LIFTS.
SANITARY SEWER BEDDING DETAIL
POSS INLET ---
PIPE - OUTLET
6"- 'f �2"-►i 6" PIPE
FRAME AND GRATE AS NOTED
ON STRUCTURE DATA TABLE
POSS. INLET
PIPE ¢ w
rr
D
8" _-
-- -CLASS "A„
CONCRETE
NOTE:
IA
6" CONC. PRECAST OR
POURED IN PLACE
INLET TYPE "A" TYPICAL
(12" TO 15")
NO SCALE
-- - EDGE OF PAVEMENT,
CURB, GUTTER, OR
SIMMILAR STRUCTURE
IN THE PUBLIC R /W
GREATER THAN 5"
REGULAR BACKFILL
s
- - MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH
\1
"B" BORROW OR EQUIV
GRANULAR MATERIAL /
COMPACTED TO 90% \ /J
STANDARD PROCTOR
BBc1/6
Bc
DENSITY_
d
GREATER THAN 5' OF EDGE OF PAVEMENT
DEPTH FOR BEDDING
MATERIAL BELOW PIPE LEGEND
Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
D-- (d) MIN. d = DEPTH OF BEDDING
27" & SMALLER 3" MATERIAL BELOW PIPE
30" TO 60" 4"
66" & LARGER 6"
NOTE
ALL BEDDING & INITIAL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS
MIN. 9" CLEARENCE EACH SIDE OF
INSTALLED PIPE
REINFORCED CONCRETE PIPE (RCP)
TRENCH DETAIL
DHEA 1 EH 1 HAN 5' OF EDGE OF PAVEMENT
ON STRUCTURE DATA TABLE
Z
A
- -
POSS. INLET
PIPE--
6"
30
i �r 24"
1
Oj
0
ELEVATION
SERVICE C-ONNECTION
FOR SHALLOW SEWERS
(LESS THAN 15' DEEP)
EDGE OF PAVEMENT, CURB, GUTTER OR
EDGE OF PAVEMENT, CURB, GUTTER OR NV
SIMILAR STRUCTURE IN THE PUBLIC RW SIMILAR STRUCTURE IN THE PUBLIC R
SIMILAR STRUCTURE IN THE PUBLIC RNV
GREATER
5 ' OR LESS- ---- -► MIN. 6 TOPSOIL
-- --- ► MIN. 6" TOPSOIL TO ENSURE THAN 5' TO ENSURE GRASS
GRASS GROWTH GROWTH
MIN 2' + Bc
MIN. 2' + Bc - -- -- ►
"B" BORROW OR EQUIV.-- - ----� MAX 3' + Bc
GRANULAR MATERIAL MAX. 3' + Bc
COMPACTED TO 95%
STANDARD PROCTOR --- REGULAR BACKFILL
DENSITY -- ---�- -- - ---- --- ---- -- - - �
MIN 12" MIN. 12"
O s
#8 CRUSHED STONE #8 CRUSHED STONE
(V4" TO 3/4")-a, �_ - - --�C)2 (V4" TO 314") ` ► = - -- - --1
- -� -� — - OR 4' MIN
Bc-► DB OR 4" MIN.
WITHIN 5' OF EDGE OF PAVEMENT GREATER THAN 5' FROM EDGE OF PAVEMENT
Bc = OUTSIDE DIAMETER
C = INSIDE DIAMETER Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
NOTE: ALL BEDDING & BACKFILL TO 12"
ABOVE PIPE SHALL BE IN 6" LIFTS. NOTE ALL BEDDING & BACKFILL TO 12"
ABOVE PIPE SHALL BE IN 6" LIFTS.
SANITARY SEWER BEDDING DETAIL
POSS INLET ---
PIPE - OUTLET
6"- 'f �2"-►i 6" PIPE
FRAME AND GRATE AS NOTED
ON STRUCTURE DATA TABLE
POSS. INLET
PIPE ¢ w
rr
D
8" _-
-- -CLASS "A„
CONCRETE
NOTE:
IA
6" CONC. PRECAST OR
POURED IN PLACE
INLET TYPE "A" TYPICAL
(12" TO 15")
NO SCALE
-- - EDGE OF PAVEMENT,
CURB, GUTTER, OR
SIMMILAR STRUCTURE
IN THE PUBLIC R /W
GREATER THAN 5"
REGULAR BACKFILL
s
- - MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH
\1
"B" BORROW OR EQUIV
GRANULAR MATERIAL /
COMPACTED TO 90% \ /J
STANDARD PROCTOR
BBc1/6
Bc
DENSITY_
d
GREATER THAN 5' OF EDGE OF PAVEMENT
DEPTH FOR BEDDING
MATERIAL BELOW PIPE LEGEND
Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
D-- (d) MIN. d = DEPTH OF BEDDING
27" & SMALLER 3" MATERIAL BELOW PIPE
30" TO 60" 4"
66" & LARGER 6"
NOTE
ALL BEDDING & INITIAL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS
MIN. 9" CLEARENCE EACH SIDE OF
INSTALLED PIPE
REINFORCED CONCRETE PIPE (RCP)
TRENCH DETAIL
DHEA 1 EH 1 HAN 5' OF EDGE OF PAVEMENT
FRAME AND GRATE AS NOTED
ON STRUCTURE DATA TABLE
Z
POSS. INLET -
POSS. INLET
PIPE--
6"
LET
i �r 24"
-� -- 6"' PIPE
Oj
0
> (0'
W
Z
V
a
FRAME AND GRATE AS NOTED
INLET TYPE "A" MODIFIED)
(12" TO 18")
NO SCALE
- EDGE OF PAVEMENT,
CURB, GUTTER, OR
SIMMILAR STRUCTURE
IN THE PUBLIC R /W
5' OR LESS
1
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
IN
Bc
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
MIN. 1.25 Bc + 12"
a I
WITHIN 5' OF EDGE OF PAVEMENT
NOTE.
ALL BEDDING & INITIAL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS
MIN 9" CLEARENCE EACH SIDE OF
INSTALLED PIPE
- - LEGEND - -
Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
DEPTH FOR BEDDING
MATERIAL BELOW PIPE
D _ _ (d) MIN.
27" & SMALLER 3"
30" TO 60" 4"
66" & LARGER 6"
REINFORCED _CONCRETE _PIPE (RCP)
TRENCH DETAIL
- POSSIBLE
J OUTLET/
- _ INLET
6' � 4 - 24" 6"
INLET - - OUTLET
PIPE PIPE
(0
c.') _
-- __ POSSIBLE
OUTLET,,
-- INLET
FRAME AND GRATE AS NOTED
ON STRUCTURE DATA TABLE
z o
g O
Li
— - Q
DIA. --
DIA.
CLASS "A"
CONCRETE
NOTE.
6" CONC PRECAST OR
POURED IN PLACE
INLET TYPE "J"
NO SCALE
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INLET TYPE "A" MODIFIED)
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NO SCALE
- EDGE OF PAVEMENT,
CURB, GUTTER, OR
SIMMILAR STRUCTURE
IN THE PUBLIC R /W
5' OR LESS
1
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
IN
Bc
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
MIN. 1.25 Bc + 12"
a I
WITHIN 5' OF EDGE OF PAVEMENT
NOTE.
ALL BEDDING & INITIAL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS
MIN 9" CLEARENCE EACH SIDE OF
INSTALLED PIPE
- - LEGEND - -
Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
DEPTH FOR BEDDING
MATERIAL BELOW PIPE
D _ _ (d) MIN.
27" & SMALLER 3"
30" TO 60" 4"
66" & LARGER 6"
REINFORCED _CONCRETE _PIPE (RCP)
TRENCH DETAIL
- POSSIBLE
J OUTLET/
- _ INLET
6' � 4 - 24" 6"
INLET - - OUTLET
PIPE PIPE
(0
c.') _
-- __ POSSIBLE
OUTLET,,
-- INLET
FRAME AND GRATE AS NOTED
ON STRUCTURE DATA TABLE
z o
g O
Li
— - Q
DIA. --
DIA.
CLASS "A"
CONCRETE
NOTE.
6" CONC PRECAST OR
POURED IN PLACE
INLET TYPE "J"
NO SCALE
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