HomeMy WebLinkAboutBreeze Lane and N 25th Ave Improvements-As-Builts 1-12-21%
%
%
%
(5) ADAPTER ANGLESVARIABLE 0° - 360°ACCORDING TO PLANS
1
8
"
M
I
N
W
I
D
T
H
G
U
I
D
E
L
I
N
E
8
"
M
I
N
T
H
I
C
K
N
E
S
S
G
U
I
D
E
L
I
N
E
(
3
)
V
A
R
I
A
B
L
E
S
U
M
P
D
E
P
T
H
A
C
C
O
R
D
I
N
G
T
O
P
L
A
N
S
(
1
0
"
M
I
N
.
B
A
S
E
D
O
N
M
A
N
U
F
A
C
T
U
R
I
N
G
R
E
Q
.
)
6
"
M
I
N
MINIMUM PIPE BURIALDEPTH PER PIPEMANUFACTURERRECOMMENDATION(MIN. MANUFACTURINGREQ. SAME AS MIN. SUMP)(3) VARIABLE INVERT HEIGHTSAVAILABLE (ACCORDING TOPLANS/TAKE OFF)WATERTIGHT JOINT(CORRUGATED HDPE SHOWN)(1, 2) INTEGRATED DUCTILE IRONFRAME & GRATE TO MATCH BASIN O.D.
T
H
E
B
A
C
K
F
I
L
L
M
A
T
E
R
I
A
L
S
H
A
L
L
B
E
C
R
U
S
H
E
D
S
T
O
N
E
O
R
O
T
H
E
R
G
R
A
N
U
L
A
R
M
A
T
E
R
I
A
L
M
E
E
T
I
N
G
T
H
E
R
E
Q
U
I
R
E
M
E
N
T
S
O
F
C
L
A
S
S
I
,
C
L
A
S
S
I
I
,
O
R
C
L
A
S
S
I
I
I
M
A
T
E
R
I
A
L
A
S
D
E
F
I
N
E
D
I
N
A
S
T
M
D
2
3
2
1
.
B
E
D
D
I
N
G
&
B
A
C
K
F
I
L
L
F
O
R
S
U
R
F
A
C
E
D
R
A
I
N
A
G
E
I
N
L
E
T
S
S
H
A
L
L
B
E
P
L
A
C
E
D
&
C
O
M
P
A
C
T
E
D
U
N
I
F
O
R
M
L
Y
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
S
T
M
D
2
3
2
1
.
TRAFFI
C
L
O
A
D
S
:
C
O
N
C
R
E
T
E
S
L
A
B
D
I
M
E
N
S
I
O
N
S
A
R
E
F
O
R
GUIDE
L
I
N
E
P
U
R
P
O
S
E
S
O
N
L
Y
.
A
C
T
U
A
L
C
O
N
C
R
E
T
E
S
L
A
B
M
U
S
T
B
E
DESIG
N
E
D
T
A
K
I
N
G
I
N
T
O
C
O
N
S
I
D
E
R
A
T
I
O
N
L
O
C
A
L
S
O
I
L
C
O
N
D
I
T
I
O
N
S
,
TRAFFI
C
L
O
A
D
I
N
G
,
&
O
T
H
E
R
A
P
P
L
I
C
A
B
L
E
D
E
S
I
G
N
F
A
C
T
O
R
S
.
SEE D
R
A
W
I
N
G
N
O
.
7
0
0
1
-
1
1
0
-
1
1
1
F
O
R
N
O
N
T
R
A
F
F
I
C
I
N
S
T
A
L
L
A
T
I
O
N
.
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC
M
C
-
3
5
0
0
C
H
A
M
B
E
R
1
8
"
(
4
5
0
m
m
)
M
I
N
W
I
D
T
H
C
O
N
C
R
E
T
E
S
L
A
B
8
"
(
2
0
0
m
m
)
M
I
N
T
H
I
C
K
N
E
S
S
P
A
V
E
M
E
N
T
F
L
E
X
S
T
O
R
M
C
A
T
C
H
I
T
P
A
R
T
#
6
2
1
2
N
Y
F
X
W
I
T
H
U
S
E
O
F
O
P
E
N
G
R
A
T
E
1
2
"
(
3
0
0
m
m
)
N
Y
L
O
P
L
A
S
T
I
N
L
I
N
E
D
R
A
I
N
B
O
D
Y
W
/
S
O
L
I
D
H
I
N
G
E
D
C
O
V
E
R
O
R
G
R
A
T
E
P
A
R
T
#
2
7
1
2
A
G
0
6
N
S
O
L
I
D
C
O
V
E
R
:
1
2
9
9
C
G
C
G
R
A
T
E
:
1
2
9
9
C
G
S
C
O
N
C
R
E
T
E
C
O
L
L
A
R
N
O
T
R
E
Q
U
I
R
E
D
F
O
R
U
N
P
A
V
E
D
A
P
P
L
I
C
A
T
I
O
N
S
6
"
(
1
5
0
m
m
)
I
N
S
E
R
T
A
T
E
E
P
A
R
T
#
0
6
N
1
2
S
T
3
5
I
P
I
N
S
E
R
T
A
T
E
E
T
O
B
E
C
E
N
T
E
R
E
D
O
N
C
O
R
R
U
G
A
T
I
O
N
C
R
E
S
T
6
"
(
1
5
0
m
m
)
A
D
S
N
-
1
2
H
D
P
E
P
I
P
E
C
O
N
C
R
E
T
E
C
O
L
L
A
R
ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SY
S
T
E
M
S
PLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STA
T
E
:
"
C
L
E
A
N
,
C
R
U
S
H
E
D
,
ANGULAR NO. 4 (AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VI
B
R
A
T
O
R
Y
C
O
M
P
A
C
T
O
R
.
3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING
W
I
T
H
O
U
T
C
O
M
P
A
C
T
I
O
N
EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.INITIAL FILL: ¹¹EMBEDMENT STONE: ¹FOUNDATION STONE:¹
³
6" (150 mm) MIN 4
5
"
(114
0
m
m
)
2
4
"
8
'
(
2
.
4
m
)
M
A
X
77" (1950 mm)ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERSSUBGRADE SOILS(SEE NOTE 5)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)MC-3500END CAP(PRE-CORED)12" (
3
0
0
m
m
)
M
I
N
12" OVERHANGAND 9" MINIMUMSEPARATIONBETWEEN ROWS
D
E
P
T
H
O
F
A
N
G
U
L
A
R
C
L
E
A
N
S
T
O
N
E
2
4
"
(
2
3
0
m
m
)
DCBAPERIMETER STONE(SEE NOTE 6)EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)
P
A
R
T
#
S
T
U
B
B
C
M
C
3
5
0
0
I
E
P
P
0
6
T
6
"
(
1
5
0
m
m
)
3
3
.
2
1
"
(
8
4
4
m
m
)
-
-
-
M
C
3
5
0
0
I
E
P
P
0
6
B
-
-
-
0
.
6
6
"
(
1
7
m
m
)
M
C
3
5
0
0
I
E
P
P
0
8
T
8
"
(
2
0
0
m
m
)
3
1
.
1
6
"
(
7
9
1
m
m
)
-
-
-
M
C
3
5
0
0
I
E
P
P
0
8
B
-
-
-
0
.
8
1
"
(
2
1
m
m
)
M
C
3
5
0
0
I
E
P
P
1
0
T
1
0
"
(
2
5
0
m
m
)
2
9
.
0
4
"
(
7
3
8
m
m
)
-
-
-
M
C
3
5
0
0
I
E
P
P
1
0
B
-
-
-
0
.
9
3
"
(
2
4
m
m
)
M
C
3
5
0
0
I
E
P
P
1
2
T
1
2
"
(
3
0
0
m
m
)
2
6
.
3
6
"
(
6
7
0
m
m
)
-
-
-
M
C
3
5
0
0
I
E
P
P
1
2
B
-
-
-
1
.
3
5
"
(
3
4
m
m
)
M
C
3
5
0
0
I
E
P
P
1
5
T
1
5
"
(
3
7
5
m
m
)
2
3
.
3
9
"
(
5
9
4
m
m
)
-
-
-
M
C
3
5
0
0
I
E
P
P
1
5
B
-
-
-
1
.
5
0
"
(
3
8
m
m
)
M
C
3
5
0
0
I
E
P
P
1
8
T
C
1
8
"
(
4
5
0
m
m
)
2
0
.
0
3
"
(
5
0
9
m
m
)
-
-
-
M
C
3
5
0
0
I
E
P
P
1
8
B
C
-
-
-
1
.
7
7
"
(
4
5
m
m
)
M
C
3
5
0
0
I
E
P
P
2
4
T
C
2
4
"
(
6
0
0
m
m
)
1
4
.
4
8
"
(
3
6
8
m
m
)
-
-
-
M
C
3
5
0
0
I
E
P
P
2
4
B
C
-
-
-
2
.
0
6
"
(
5
2
m
m
)
M
C
3
5
0
0
I
E
P
P
3
0
B
C
3
0
"
(
7
5
0
m
m
)
-
-
-
N
O
M
I
N
A
L
C
H
A
M
B
E
R
S
P
E
C
I
F
I
C
A
T
I
O
N
S
S
I
Z
E
(
W
X
H
X
I
N
S
T
A
L
L
E
D
L
E
N
G
T
H
)
7
7
.
0
"
X
4
5
.
0
"
X
8
6
.
0
"
C
H
A
M
B
E
R
S
T
O
R
A
G
E
1
0
9
.
9
C
U
B
I
C
F
E
E
T
M
I
N
I
M
U
M
I
N
S
T
A
L
L
E
D
S
T
O
R
A
G
E
*
2
0
4
.
6
C
U
B
I
C
F
E
E
T
W
E
I
G
H
T
1
3
5
.
0
l
b
s
.
N
O
M
I
N
A
L
E
N
D
C
A
P
S
P
E
C
I
F
I
C
A
T
I
O
N
S
S
I
Z
E
(
W
X
H
X
I
N
S
T
A
L
L
E
D
L
E
N
G
T
H
)
7
7
.
0
"
X
4
5
.
0
"
X
2
2
.
5
"
E
N
D
C
A
P
S
T
O
R
A
G
E
1
4
.
9
C
U
B
I
C
F
E
E
T
M
I
N
I
M
U
M
I
N
S
T
A
L
L
E
D
S
T
O
R
A
G
E
*
5
5
.
4
C
U
B
I
C
F
E
E
T
W
E
I
G
H
T
5
0
.
0
l
b
s
.
*
A
S
S
U
M
E
S
1
2
"
(
3
0
5
m
m
)
S
T
O
N
E
A
B
O
V
E
,
1
8
"
(
2
2
9
m
m
)
S
T
O
N
E
F
O
U
N
D
A
T
I
O
N
A
N
D
B
E
T
W
E
E
N
C
H
A
M
B
E
R
S
,
1
2
"
(
3
0
5
m
m
)
S
T
O
N
E
P
E
R
I
M
E
T
E
R
I
N
F
R
O
N
T
O
F
E
N
D
C
A
P
S
A
N
D
4
0
%
S
T
O
N
E
P
O
R
O
S
I
T
Y
9
0
.
0
"
(
2
2
8
6
m
m
)
A
C
T
U
A
L
L
E
N
G
T
H
8
6
.
0
"
(
2
1
8
4
m
m
)
I
N
S
T
A
L
L
E
D
B
U
I
L
D
R
O
W
I
N
T
H
I
S
D
I
R
E
C
T
I
O
N
N
O
T
E
:
A
L
L
D
I
M
E
N
S
I
O
N
S
A
R
E
N
O
M
I
N
A
L
C
U
S
T
O
M
P
R
E
C
O
R
E
D
I
N
V
E
R
T
S
A
R
E
A
V
A
I
L
A
B
L
E
U
P
O
N
R
E
Q
U
E
S
T
.
I
N
V
E
N
T
O
R
I
E
D
M
A
N
I
F
O
L
D
S
I
N
C
L
U
D
E
1
2
-
2
4
"
(
3
0
0
-
6
0
0
m
m
)
S
I
Z
E
O
N
S
I
Z
E
A
N
D
1
5
-
4
8
"
(
3
7
5
-
1
2
0
0
m
m
)
E
C
C
E
N
T
R
I
C
M
A
N
I
F
O
L
D
S
.
C
U
S
T
O
M
I
N
V
E
R
T
L
O
C
A
T
I
O
N
S
O
N
T
H
E
M
C
-
3
5
0
0
E
N
D
C
A
P
C
U
T
I
N
T
H
E
F
I
E
L
D
A
R
E
N
O
T
R
E
C
O
M
M
E
N
D
E
D
F
O
R
P
I
P
E
S
I
Z
E
S
G
R
E
A
T
E
R
T
H
A
N
1
0
"
(
2
5
0
m
m
)
T
H
E
I
N
V
E
R
T
L
O
C
A
T
I
O
N
I
N
C
O
L
U
M
N
'
B
'
A
R
E
T
H
E
H
I
G
H
T
E
S
T
P
O
S
S
I
B
L
E
F
O
R
T
H
E
P
I
P
E
S
I
Z
E
.
L
O
W
E
R
J
O
I
N
T
C
O
R
R
U
G
A
T
I
O
N
W
E
B
C
R
E
S
T
C
7
7
.
0
"
(
1
9
5
6
m
m
)
4
5
.
0
"
(
1
1
4
3
m
m
)
2
5
.
7
"
(
6
5
3
m
m
)
F
O
O
T
7
7
.
0
"
(
1
9
5
6
m
m
)
4
5
.
0
"
(
1
1
4
3
m
m
)
S
T
U
B
S
A
T
B
O
T
T
O
M
O
F
E
N
D
C
A
P
F
O
R
P
A
R
T
N
U
M
B
E
R
S
E
N
D
I
N
G
W
I
T
H
"
B
"
S
T
U
B
S
A
T
T
O
P
O
F
E
N
D
C
A
P
F
O
R
P
A
R
T
N
U
M
B
E
R
S
E
N
D
I
N
G
W
I
T
H
"
T
"
U
P
P
E
R
J
O
I
N
T
C
O
R
R
U
G
A
T
I
O
N
2
2
.
5
"
(
5
7
1
m
m
)
I
N
S
T
A
L
L
E
D
3
0
"
(
7
5
0
m
m
)
2
4
"
(
6
0
0
m
m
)
1
8
"
(
4
5
0
m
m
)
1
5
"
(
3
7
5
m
m
)
1
2
"
(
3
0
0
m
m
)
B
O
T
T
O
M
I
N
V
E
R
T
S
T
O
P
I
N
V
E
R
T
S
1
2
"
(
3
0
0
m
m
)
1
5
"
(
3
7
5
m
m
)
1
8
"
(
4
5
0
m
m
)
2
4
"
(
6
0
0
m
m
)
B