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GUTTER
SWALE
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CONCRETE
GUTTER
SWALE
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DESCRIPTION
Y<
ISLAND
28.74
v
N
25.8.
1.
ELEVATION AT TOP OF ISLAND (PER PLAN)
N
_ T
00 i
2.
PIPING FALL = [(L) x 1/8' PER FQ]
9
v
1
0
WW
U
_ [(L) x 0.01041
286
x
U
WHERE L (VAP.) = 222 (PER PLAN)
v < I
:v
3.
PUMP ISLAND (6 IN.)
NEW PAVEMENT O
29.79
co
CONC. DRIVE SLAB (6 IN.)
0
25.8
PIPE COVER (12 IN.)
p
0
0
$
PIPE DIAMETER (3 IN.)
''Q
"
TANK CONNECTIONS (9 IN.)
0.0
I
0
3.00 FT.
4.
GRADE DIFFERENTIAL (#2 + #3) = #4
L _ J
5,29 FT,
5.
TOP OF TANKS AT LOWEST POINTS
,,per
Via
)0`^1"0 V
(#1 - #4) = #5
c�i
24.83
6.
d
O
2857
m
LOWEST ELEVATION (PER PLANS)
v
z
7.
DEPTH OF BURY (#6 - #5). = #7
3.74'
4
SINCE (#7) < 4.0', SET TOP OF TANKS
Q.:
O #6 (28.57) - 4.00' = 24.57
o v
4
C1 C11
v
4a
G
v
.
O.
C1 C11
v
CONCRETE
GUTTER
SWALE
OF CANOPY
ASPHALT
PAVEMENT
CONSTRUCTION DETAILS
B•
G
v
.
M
a
I
DESCRIPTION
Y<
ISLAND
28.74
FINISHED GRADE
---- ----------------------- N
N
25.8.
1.
ELEVATION AT TOP OF ISLAND (PER PLAN)
N
_ T
00 i
2.
PIPING FALL = [(L) x 1/8' PER FQ]
9
i
L _J
'
WW
U
_ [(L) x 0.01041
286
x
U
WHERE L (VAP.) = 222 (PER PLAN)
er,
CONCRETE
GUTTER
SWALE
OF CANOPY
ASPHALT
PAVEMENT
CONSTRUCTION DETAILS
2 NOT TO TANK BURY CHART
SCALE
1/2' RADIUS
AT EDGE OF
SLAB (TYP.)
TACK
COAT
10' THICKEN
EDGE (TYPA
L.STRUCTURAL MATERIAL COMPACTED
SEE THIS SHEET TO 95% OR 6' OVER EXCAVATED,
FOR PAVEMENT SCARIFIED AND RECOMPACTED
SECTION DETAILS SUBGRADE (TYPICAL) REFER TO
SOIL ENGINEER'S RECOMMENDATIONS
FOR SITE PREPARATION.
TYPICAL JOINT SECTION AT
CONCRETE AND ASPHALT
V
NOT TO SCALE
CONSTRUCTION JOINTS MUST BE APPROVED BY OWNER'S
ENGINEER. PLACE WHEN CONTINUOUS POUR OPERATIONS
ARE SUSPENDED FOR MORE THAN 30 MINUTES.
• . ° e 747
n Wa1VORK
a.
n COLD JOINT
Y
NOT TO SCALE
4' (MIN.) COMPACTED DEPTH
WSDOT HOT MIX ASPHALT -
1/2 -INCH CLASS oo o 00 0 opo 00
m o
8' (MIN.) COMPACTED oo °O 00 '0
0'0 0 080 0 0°0 0
DEPTH CRUSHED ROCK oopp0 00 . o
BASE (CRB)
o • o - o
12' MINIMUM STRUCTURAL FILL a o o o 0
SEE SOILS REPORT FOR
OVEREXCAVATION REQUIREMENTS.
TYPICAL PAVEMENT SECTION
�S
NOT TO SCALE
CONCRETE SLAB /
CONCRETE - I
CURB SLOPE d'
CONCRETE POST FOOTING,
SEE TANK PLANS
Profile View
4' THICK CEMENT a
CONCRETE SET TOP - ?'
ELEVATION TO MATCH 1„
TOP OF ADJACENT CURB '; D/2
a
A"
CONCRETE CURB -/
Plan dew
V VENT RISER PAD DETAIL
NOT TO SCALE
0
iV
EXPANSION JOINT
WHERE EDGE ABUTS
PUMP ISLAND OR TANK 6" WIDE STEEL
SLAB (TTP) TROWEL FINISH
4-
24"24" 24" 2" ASPHALT OR
CONCRETE
PAVEMENT (TYP.)
o d
SLOPES LOPE
77 D .e LAI
CONCRETE GUTTER W/6 -x6 -x10" W.W.M.
8" MINIMUM AGGREGATE BASE SUBGRADE. NOTE SEE SHEET Al
PREPARATION OF SUBGRADE SHALL BE PER FOR MATCHING OF
PROCEDURES OUTLINED IN SOILS REPORT. CONTROL JOINTS
n CONCRETE SWALE DETAIL
�NOT TO SCALE
PAINT (2) COATS
TRAFFIC UNE YELLOW
ON-SITE
n DIRECTIONAL ARROW
NOT TO SCALE
0
CAST [RON, RING AND COVER
PIPE MATERIAL AS SPECOED
BY THE ENGINEER.
NOTES.:
1. a" AND'b' CLEAHOUTS. ON SEWER MAINS $"LL BE EAST JORDAN IRON WORKS: INC.
No. 3696 OR EQUAL.'CLEAN OUT SHALL BEA WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS. POUR A 1'-Q THICK, 2-0" SQUARE
CONCRETE. CLASS '3000 PAD AROUND THE RING.AND CDVER,
F Ur WORKS 8:IOR611NCN CLEANAUT M. PLAN - �'1
'j1EPARTMEN'C FORS SANITARY SEWER MAINS SEPTEM]EI6R 2011
8 CLEAN-OUT DETAIL
NOT TO SCALE —
5 1 2"
41��G14AIs0�Z
O O
ZO 2
Py
G`1,40 ENG%A
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ONi1FFR IG. LAND PLANNING.ENV
SURVEYM, NONMENTAL SERVICES
T
CQ
O.
04t0.S
0
�
� U C No
�NHNh
� ONonvl
O Tm�
Y �8�
IL4
1"R /2^ R Y
TANK BURY CALCULATIONS
G
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M
M
FURTHEST
!:2
DESCRIPTION
Y<
ISLAND
3
FINISHED GRADE
---- ----------------------- N
N
(PRODUCT)
1.
ELEVATION AT TOP OF ISLAND (PER PLAN)
N
30.12
2.
PIPING FALL = [(L) x 1/8' PER FQ]
N
m
12
WW
U
_ [(L) x 0.01041
z
U
WHERE L (VAP.) = 222 (PER PLAN)
er,
2,29 FT.
3.
PUMP ISLAND (6 IN.)
NEW PAVEMENT O
O
co
CONC. DRIVE SLAB (6 IN.)
0
'6'6
PIPE COVER (12 IN.)
p
0
0
$
PIPE DIAMETER (3 IN.)
''Q
"
TANK CONNECTIONS (9 IN.)
TOTAL 36 IN., OR 3.00'
3.00 FT.
4.
GRADE DIFFERENTIAL (#2 + #3) = #4
5,29 FT,
5.
TOP OF TANKS AT LOWEST POINTS
,,per
Via
)0`^1"0 V
(#1 - #4) = #5
c�i
24.83
6.
TOP OF SLAB ELEV. ABOVE TANKS O
O
2857
m
LOWEST ELEVATION (PER PLANS)
g
z
7.
DEPTH OF BURY (#6 - #5). = #7
3.74'
NOTE: MINIMUM BURY DEPTH = 4.0'
SINCE (#7) < 4.0', SET TOP OF TANKS
O #6 (28.57) - 4.00' = 24.57
2 NOT TO TANK BURY CHART
SCALE
1/2' RADIUS
AT EDGE OF
SLAB (TYP.)
TACK
COAT
10' THICKEN
EDGE (TYPA
L.STRUCTURAL MATERIAL COMPACTED
SEE THIS SHEET TO 95% OR 6' OVER EXCAVATED,
FOR PAVEMENT SCARIFIED AND RECOMPACTED
SECTION DETAILS SUBGRADE (TYPICAL) REFER TO
SOIL ENGINEER'S RECOMMENDATIONS
FOR SITE PREPARATION.
TYPICAL JOINT SECTION AT
CONCRETE AND ASPHALT
V
NOT TO SCALE
CONSTRUCTION JOINTS MUST BE APPROVED BY OWNER'S
ENGINEER. PLACE WHEN CONTINUOUS POUR OPERATIONS
ARE SUSPENDED FOR MORE THAN 30 MINUTES.
• . ° e 747
n Wa1VORK
a.
n COLD JOINT
Y
NOT TO SCALE
4' (MIN.) COMPACTED DEPTH
WSDOT HOT MIX ASPHALT -
1/2 -INCH CLASS oo o 00 0 opo 00
m o
8' (MIN.) COMPACTED oo °O 00 '0
0'0 0 080 0 0°0 0
DEPTH CRUSHED ROCK oopp0 00 . o
BASE (CRB)
o • o - o
12' MINIMUM STRUCTURAL FILL a o o o 0
SEE SOILS REPORT FOR
OVEREXCAVATION REQUIREMENTS.
TYPICAL PAVEMENT SECTION
�S
NOT TO SCALE
CONCRETE SLAB /
CONCRETE - I
CURB SLOPE d'
CONCRETE POST FOOTING,
SEE TANK PLANS
Profile View
4' THICK CEMENT a
CONCRETE SET TOP - ?'
ELEVATION TO MATCH 1„
TOP OF ADJACENT CURB '; D/2
a
A"
CONCRETE CURB -/
Plan dew
V VENT RISER PAD DETAIL
NOT TO SCALE
0
iV
EXPANSION JOINT
WHERE EDGE ABUTS
PUMP ISLAND OR TANK 6" WIDE STEEL
SLAB (TTP) TROWEL FINISH
4-
24"24" 24" 2" ASPHALT OR
CONCRETE
PAVEMENT (TYP.)
o d
SLOPES LOPE
77 D .e LAI
CONCRETE GUTTER W/6 -x6 -x10" W.W.M.
8" MINIMUM AGGREGATE BASE SUBGRADE. NOTE SEE SHEET Al
PREPARATION OF SUBGRADE SHALL BE PER FOR MATCHING OF
PROCEDURES OUTLINED IN SOILS REPORT. CONTROL JOINTS
n CONCRETE SWALE DETAIL
�NOT TO SCALE
PAINT (2) COATS
TRAFFIC UNE YELLOW
ON-SITE
n DIRECTIONAL ARROW
NOT TO SCALE
0
CAST [RON, RING AND COVER
PIPE MATERIAL AS SPECOED
BY THE ENGINEER.
NOTES.:
1. a" AND'b' CLEAHOUTS. ON SEWER MAINS $"LL BE EAST JORDAN IRON WORKS: INC.
No. 3696 OR EQUAL.'CLEAN OUT SHALL BEA WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS. POUR A 1'-Q THICK, 2-0" SQUARE
CONCRETE. CLASS '3000 PAD AROUND THE RING.AND CDVER,
F Ur WORKS 8:IOR611NCN CLEANAUT M. PLAN - �'1
'j1EPARTMEN'C FORS SANITARY SEWER MAINS SEPTEM]EI6R 2011
8 CLEAN-OUT DETAIL
NOT TO SCALE —
5 1 2"
41��G14AIs0�Z
O O
ZO 2
Py
G`1,40 ENG%A
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ONi1FFR IG. LAND PLANNING.ENV
SURVEYM, NONMENTAL SERVICES
T
CQ
O.
04t0.S
0
�
� U C No
�NHNh
� ONonvl
O Tm�
Y �8�
IL4
1"R /2^ R Y
Y
G
b'
M
M
M
!:2
M
Y<
r
`n
3
FINISHED GRADE
---- ----------------------- N
N
m_
N
N
N
N
N
N
m
e, a
WW
U
=
z
U
er,
N
pNo
11
NEW PAVEMENT O
O
co
'z
0
'6'6
0
p
0
0
$
''Q
"
5g,
U
,,per
Via
)0`^1"0 V
c�i
a
o
O
a
m
m
g
z
m
OL
O
EXPANSION JOINT AT
a••:
,. 20' INTERVALS
In
734" r
\
Z
N
M
Y
YI
t0
I�
d
FLOWUNE OF CONCRETE SWALE
NOTE:
CEMENT CONCRETE BARRIER CURB
9 M
1.
INSTALL EXPANSION JOINTS O
Prejed j: 13245 Stare /00459
6" MIN. AGGREGATE BASE AND SUBGRAD
20'-0" O.C. MAX.
NOT TO SCALE
O
<
PREPARE AND CONSTRUCT SAME AS BASE
2.
SEE SHEET Al FOR
\
Designed By:
CMF
N
AND SUBGRADE PER PAVEMENT SECTION
OF CONTROL JOINTS
6" WIDE STEEL O
5;I
Drewn RDC
TROWEL FINISH
W
cLeakod By
JH
INTEGRAL CONCRETE
SWALE
DETAIL
3' T
�
E
Dote:
9.7.2012
A�
IV
NOT TO SCALE (AT CANOPY)
o
d
x
181,
CONCRETE SLAB AND jz
z REINFORCING PER W
I<
ARCHITECTURAL PLANS.
z
4
N
SLOPE - SLOPE o SLOPE
SLOPE
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b'
m
a O
O
2�
,
z
19
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`n
3
y
o
W
m_
I
z
W
O
z
m
m
WW
U
=
z
U
c
co
'z
n
''Q
"
5g,
,,per
Via
)0`^1"0 V
c�i
a
o
a
a
m
m
g
z
m
OL
In
\
Z
N
M
Y
YI
t0
I�
d
FLOWUNE OF CONCRETE SWALE
NOTE:
1.
INSTALL EXPANSION JOINTS O
Prejed j: 13245 Stare /00459
6" MIN. AGGREGATE BASE AND SUBGRAD
20'-0" O.C. MAX.
<
PREPARE AND CONSTRUCT SAME AS BASE
2.
SEE SHEET Al FOR
MATCHING
Designed By:
CMF
N
AND SUBGRADE PER PAVEMENT SECTION
OF CONTROL JOINTS
Drewn RDC
cLeakod By
JH
INTEGRAL CONCRETE
SWALE
DETAIL
E
Dote:
9.7.2012
A�
IV
NOT TO SCALE (AT CANOPY)
o
Scale.
Disk File:
431 RAINIER AVENUE SOUTH
RENTON. WA 98057
CITY OF RENTON
Approved by: Date: CONSTRUCTKM DETAILS
FRED MEYER
Approved by: Date: FUELING FACLRY
LPermlt13001730
R 313122 Approved by: Date: Approved by: Date: f 10
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