HomeMy WebLinkAbout03100015 Congressional Flex Space Carmel Science & Tech Park, Construction DetailsDIA.
T (Min.)
Ax
C x
D x
Ex
K
111
R2
Approx.
Weight
12"
2"
5"
4' -3"
6' -2"
2'-0"
1.3
101/8"
9"
800
15"
2
7"
4' -0"
6' -3"
2'-6"
1.5
1212"
11"
1100
18"
2
11"
4' -1"
6' -2'
3' -0"
1.8
1512"
12"
1300
21"
2
11"
3'-6"
6' -3"
3'-6"
2.1
16 1/8"
13"
1500
24"
3"
1 -0"
2'-8"
6' -0"
4' -0"
2.3
16 3/16"
14"
1800
27"
3
1' -1"
2' -5"
6' -0"
4'-6"
2.6
16 316"
14 12"
2100
30"
3
1' 2"
1' -10"
6' -3'
5' -0"
2.9
18 12"
15"
2400
33"
3
1' -3"
3'-6"
8' -3"
5'-6"
3.1
23 3/4"
17 12"
4100
36"
4"
1' -5"
3' -1"
8'-3"
6'-0"
3.4
24 516"
20"
4200
D
C
C
B
C
B
C
B
A
B
A
BIT PAVEMENT
0
N
COMP AGGR
BASE
10 -0"
REACTION PAD 6 CONC.
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
#8 CRUSHED STONE
(V4" TO 3/4
#5 BASE ASPHALT
#11B SURFACE
#9 BINDER
#53 STONE
EDGE OF PAVEMENT, CURB, GUTTER OR
SIMILAR STRUCTURE
Bc OUTSIDE DIAME I ER
D INSIDE DIAMETER
NOTE: ALL BEDDING BACKFILL TO 12"
ABOVE PIPE SHALL BE IN 6" LIFTS.
DUMPSTER PAD 4" CONC.
SECTION A -A
#11 OR #12 SURFACE
#53 COMPACTED AGGREGATE
in #2 COMPACTED AGGREGATE
COMPACTED
WELL DRAINED SUBGRADE
HEAVY DUTY
PAVEMENT SECTION
6" COMPACTED
WELL DRAINED SUBGRADE
TYPICAL PAVEMENT SECTION
SIMILAR STRUCTURE IN THE PUBLIC RAN
t.0 5' OR LESS J MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH
WITHIN 5' OF EDGE OF PAVEMENT
MIN. 12"
D/8 OR 6" MIN.
12' -0"
t
P
L D
t D
P
D D
DUMPSTER PAD 4" CONC.
REGULAR BACKFILL
#8 CRUSHED STONE
lag (V4" TO 34")
4
4" #53 STONE COMPACTED
TRASH DUMPSTER DETAIL
SEE ARCHITECTURAL PLANS FOR DUMPSTER PLAN AND ELEVATIONS
GREATER
THAN 5'
SANITARY SEWER BEDDING DETAIL
EDGE OF PAVEMENT, CURB, GUTTER OR
SIMILAR STRUCTURE
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
NOTE: ALL BEDDING BACKFILL TO 12"
ABOVE PIPE SHALL BE IN 6" LIFTS.
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH
0
MIN. 12"
GREATER THAN 5' FROM EDGE OF PAVEMENT
in
Grooved end on outlet end
Tongue end on inlet end.
#8 BINDER
1
OR 6" MIN.
#53 STONE
1-
1-
#11B SURFACE
C
I 6 COMPACTED
WEL DRAINED SUBG RADE
PAVEMENT SECTION
FOR 10' ASPHALT PATH
r 3"
G rooved (or t ongue to b e the
same as on Standard Reinforced
Concrete Pipe ASTM Designation
C -76
#11 OR #12 SURFACE
#5 BASE ASPHALT
#53 STONE
D
COMPACTED WELL
DRAINED SUBGRADE
B (D C)
RIGHT OF WAY
PAVEMENT SECTION
PLAN VIEW
A
LONGITUDINAL SECTION
9"
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
1-
w
LEGEND
0
N
CLASS 'A' CONCRETE
PRECAST CONCRETE END SECTION
EDGE OF PAVEMENT,
CURB, GUTTER, OR
SIMILAR STRUCTURE
IN THE PUBLIC R W
/-PAVEMENT ON BASE
o 7
SECTION A —A
SIDEWALK RAMP DETAIL
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
NOTE:
ALL BEDDING INITIAL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS
MIN. 9" CLEARANCE EACH SIDE OF
INSTALLED PIPE
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
DEPTH FOR BEDDING
MATERIAL BELOW PIPE
D
27" SMALLER
30" TO 60"
66" LARGER
x Tolerance 1"
CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS
SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 CLASS II
(AS SET OUT IN STANDARD SPECIFICATIONS)
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED
CONCRE I E, A.S.T.M. DESIGNATION C-76 CLASS II FOR THE SIZE OF CONNECTING PIPE.
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT
OF ONE LAYER OF STEEL IN THE "C" PORTION.
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT
THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTOR.
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH,
PLEASING TRANSITION APPROXIMATELY 10'-0" IN LENGTH.
VARIATIONS IN DIMENSIONS THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL,
AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE /ARIATIONS IN DIMENSIONS
AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CUL'F_RT, STORM DRAIN,
AND SEWER PIPE, A.S.T.M. DESIGNATION C-76.
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT IS USED, A "PIPE END SECTION"
COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE :URNISHED AND SHALL BE AS
APPROVED BY THE ENGINEER. EXCEPT IN AREAS OF ACID OR MINE WATEt THEN THE USE
OF METAL END SECTION IS PROHIBITED.
END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION"
COMPLETE IN PLACE AND ACCEPTED.
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PPE END SECTIONS.
THE COST THEROF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR
"PIPE END SECTION."
(d) MIN.
4
6"
POSS. INLET
PIPE
6"
r
POSS. INLET
PIPE
8
REINFORCED CONCRETE PIPE (RCP)
TRENCH DETAIL
WITHIN 5' OF EDGE OF PAVEMENT
x=24
FRAME AND GRATE AS NOTED
ON STRUCTURE DATA TABLE
w
z
NOTE:
6" CONC. PRECAST OR
POURED IN PLACE
INLET TYPE "A" (MODIFIED)
(12" TO 18
NO SCALE
COMPACTED GRANULAR FILL
4" CONCRETE SLAB ON 4'
#53 STONE COMPACTED
6 „\OIP LET
ft
w
CLASS "A”
CONCRETE
SERVICE FROM BUILDING
18" R
6
30"
8"
24"—e-
7-- FRAME AND GRATE AS NOTED
ON STRUCTURE DATA TABLE
NOTE:
5" CONC. PRECAST OR
'OURED IN PLACE
INLET TYPE "J"
F4NDICAP SYMBOL
NO SCALE
5' R
6 "x6" PVC WYE BRANCH
CLEANOUT DETAIL
OUTLET
PIPE 1
CLASS "A"
CONCRETE
CLEANOUT ADAPTOR WITH
THREADED CAP
20
HEAVY DUTY
TOPSOIL BACKFILL
SUBSURFACE DRAINAGE TILE REQUIRED IF CHANNEL SLOPE
IS BETWEEN 0.5/ AND 1.0/, AND OR LENGTH IS GREATER THAN 400 FEET.
RISER PIPE TO BE SAME SIZE AND
SPECIFICATION AS HORIZONTAL PIPE
R- 4996 -A1 TYPE "M" TRENCH DRAIN
TYPICAL SWALE DETAIL
3' FROM
BUILDING
(TYPICAL)
PORTLAND CEMENT
3500 PSI CONCRETE
1 /4" PER Ft. s.
MIN. 3' WIDTH PER PLAN
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.
1/8 BEND
SECTIONS APPROX. 4' 0" LONG
REPLACE TOP 6" WITH TOPSOIL
VARIES (SEE PLANS)
PLAN VIEW
1 /2" SCORE
"d Flow depth
"s swale slope
1/8" R
2
INTEGRAL WALK AND CURB DETAIL
SERVICE WYE
N
TRUNK LINE
LATERAL MINIMUM
SIZE 6"
1/8 BEND
6
OUTLET PIPE
FILLED SAND BAGS
STACKED AND TIGHTLY FITTED
AROUND PERIMETER OF INLET
TO PREVENT SEDIMENT WASH
INTO INLET
SANDBAG DROP INLET PROTECTION
R 1"
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.
MIN. FALL
0.61%.
BELL HOLES SHALL BE
PROVIDED UNDER PIPE
ELEVATION
1" C. I. LOCATOR
ROD OR MAGNETIC
TAPE INSTALLED PER
SECTION 7.02-0
30
SERVICE CONNECTION
FOR SHALLOW SEWERS
(LESS THAN 15' DEEP)
BUILDING
LATERAL
MINIMUM
SIZE 6"
x
X
t
Fe 3'
A
X
1 STAPLE PER
50. YD.
x x
X1 ,t X
X X
X X
C
X
x
X
X
a a
0
0
l
a 0
0
0
PLAN
f 3, -0„ �x
1 1 /2' 1 1 /2
X
B
X
1* STAPLES PER
SQ. YD.
X X X X
N
x x x
s
'20
X X X X x
X
X X X X
D
X X X X
X X
2 STAPLES PER 3* STAPLES PER
SQ. YD. SQ. YD.
10' MIN.
STAKED STRAW BALES
(TWO STAKES PER BALE)
TAAADCII
CENTER OF SEWER
MAIN LAYING LENGTH
SANITARY SEWER MAIN
SANITARY
DROP INLET WITH GRATE
STRAW BALE INLET PROTECTION
NO SCALE
MED/HIGH
FLOW
CH ANN EL
SHORELINE
LOW
FLOW
CHANNEL
z
2:1 a_
O
J
1:1
3:1
4:1
STAPLE PATTERN
18" MIN.
18" MIN.
b
0 to O
N N N N
6
WATER MAIN
SEWER
ELEVATION
tI)
O
r-
r
LI)
N
T
SLOPE LENGTH
TOP SOIL
O 10 0
f� L) N U
EXISTING
GROUND
COMPACTED, WELL- DRAINED
BACKFILL
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 WITH 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
MAIN
MINIMUM CROSSING SEPARATION
REQUIREMENTS FOR WATER
SANITARY SEWER MAINS
mo
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DATE: 03
SCALE: N/A
PROJECT NO. 122 -0146
SHEET NO.
10
OF 10
0146 -det1. DGN