HomeMy WebLinkAboutR-37370629 30 FL _
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29.32
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LINE OF \\CANOPY
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❑[]7
CONCRETE
GUTTER
SWALE
zmll 29.88
4 - CONCRtTE
GUTTER
° ° 29.87 v
v
TPI SWAL@
-255 8 TF 258
25 8 25.8M
O't:A:1L
:I
E�11111 L
-
SCREW 1
4 TF °
Y' A.C.
M
TF
I
�I
DESCRIPTION
� ° ,
ISLAND
N
N
N
(PRODUCT)
1.
ELEVATION AT TOP OF ISLAND (PER PLAN)
Ys" x 2"
30.12
2.
PIPING FALL = [(L) x 1/8" PER FT.)]
a
Oi
A
12
°
I
d
e
°
6" CONCRETE
O
c
a n
2,29 FT.
3.
PUMP ISLAND (6 IN.)
0
II
0
TPI I-
°
a
8.94
PI
PIPE DIAMETER (3 IN.)
28.74
a
11
25.8 TPI.
r --
TF I
° II
°<
v
°
O
a
J\
Ij
(b1 - 44) = #5
24.83
6.
TOP OF SLAB ELEV. ABOVE TANKS 0
SLOPE o SLOPE SLOPE
W
Z
°
!v
7.
DEPTH OF BURY (j)6 - 45) = ((7
3.74'
° ° Q° I
�
A W
°
�\ CD�
1
29.57 29.79
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° TPI 8 25.8 TPI
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FLOWLINE OF CONCRETE SWALE NOTE:
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Project N: 13245 Store 4'00459
1. INSTALL EXPANSION JOINTS
0
6" MIN. AGGREGATE BASE AND SUBGRADE 20' -0" O.C. MAX.
PREPARE AND CONSTRUCT SAME AS BASE 2. SEE SHEET Al FOR MATCHING
Designed By: CMT
AND SUBGRADE PER PAVEMENT SECTION OF CONTROL JOINTS
Drawn By: RDC
INTEGRAL CONCRETE SWALE DETAIL
w
Checked By. JH
�p
Dote: 9.7.2012
NOT TO SCALE (AT CANOPY)
25 8 25.8M
O't:A:1L
:I
E�11111 L
1
:L
Ja
2FL RIDGEI,II
4
CANOPY AND
0 1TANK SLAB GRADING
SCALE: 1 " =10'
II
29:44
TPI
4
° PJ
°
C;
I,
29.09 I
-
SCREW 1
25.6 TPI
Y' A.C.
M
TF
I
�I
DESCRIPTION
r 4
ISLAND
N
N
N
(PRODUCT)
1.
ELEVATION AT TOP OF ISLAND (PER PLAN)
Ys" x 2"
30.12
2.
PIPING FALL = [(L) x 1/8" PER FT.)]
a
Oi
A
12
°
I
d
e
°
6" CONCRETE
O
c
a n
2,29 FT.
3.
PUMP ISLAND (6 IN.)
0
II
0
I
PIPE COVER (12 IN.)
a
8.94
PI
PIPE DIAMETER (3 IN.)
28.74
a
11
25.8 TPI.
r --
TF I
III
�r ❑
°
O
v
GRADE DIFFERENTIAL (42 + 43) = #4
O
5.29 FT.
5.
TOP OF TANKS AT LOWEST POINTS
(b1 - 44) = #5
24.83
6.
TOP OF SLAB ELEV. ABOVE TANKS 0
SLOPE o SLOPE SLOPE
28.57
LOWEST ELEVATION (PER PLANS)
7.
DEPTH OF BURY (j)6 - 45) = ((7
3.74'
NOTE: MINIMUM BURY DEPTH = 4.0'
�
I
0 46 (28.57) - 4.00' = 24M
1
v 4JI
o e
d
l=
t
W
t
VI
M
Z
rc
Q
I
0,a�Q ,,��
`0 0 01' Wa
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m
m
a
a
0 Ix
DID
4
Ln
Of
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� \/�
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i
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:L
Ja
2FL RIDGEI,II
4
CANOPY AND
0 1TANK SLAB GRADING
SCALE: 1 " =10'
II
29:44
TPI
4
° PJ
°
C;
I,
29.09 I
-
SCREW 1
25.6 TPI
Y' A.C.
M
TF
I
I
DESCRIPTION
r 4
ISLAND
N
N
N
(PRODUCT)
1.
ELEVATION AT TOP OF ISLAND (PER PLAN)
Ys" x 2"
30.12
2.
PIPING FALL = [(L) x 1/8" PER FT.)]
a
Oi
12
°
v
= [(L) x 0.0104]
6" CONCRETE
O
1
a n
2,29 FT.
3.
PUMP ISLAND (6 IN.)
0
0
0
I
PIPE COVER (12 IN.)
aG
PIPE DIAMETER (3 IN.)
28.74
I
25.8 TPI.
TF I
III
�r ❑
°
O
v
GRADE DIFFERENTIAL (42 + 43) = #4
O
5.29 FT.
5.
TOP OF TANKS AT LOWEST POINTS
\
\
\
CONCRETE
GUTTER
SWALE
OF CANOPY
ASPHALT
PAVEMENT
CONSTRUCTION DETAILS
2 TANK BURY CHART
NOT TO SCALE
1/2" RADIUS
AT EDGE OF
SLAB (TYP.)
TACK
COAT
10" THICKEyj
EDGE (TYP.)
I I I I I I I I I I I I I I I I
STRUCTURAL MATERIAL COMPACTED
TO 959. OR 6' OVER EXCAVATED,
SEE THIS SHEET SCARIFIED AND RECOMPACTED
FOR PAVEMENT SUBGRADE (TYPICAL) REFER TO
SECTION DETAILS SOIL. ENGINEER'S RECOMMENDATIONS
FOR SITE PREPARATION.
TYPICAL JOINT SECTION AT
3 CONCRETE AND ASPHALT
NOT TO SCALE
CONSTRUCTION JOINTS MUST BE APPROVED BY OWNER'S
ENGINEER. PLACE WHEN CONTINUOUS POUR OPERATIONS
ARE SUSPENDED FOR MORE THAN 30 MINUTES.
4 COLD JOINT
NOT TO SCALE
4- (MIN.) COMPACTED DEPTH 1. 1 -
WSDOT HOT MIX ASPHALT A
1/2 -INCH CLASS 0 o g 00 0
8" (MIN.) COMPACTED o °00000 0 00 0 00 °•8°00000 0 °00 �00
DEPTH CRUSHED ROCK
BASE (CRB)
12" MINIMUM STRUCTURAL FILL.-G G °
SEE SOILS REPORT FOR
OVEREXCAVATION REQUIREMENTS.
5 TYPICAL PAVEMENT SECTION
NOT TO SCALE
CONCRETE SLAB
CONCRETE
CURB
SLOPE v
�_F
I I CONCRETE POST FOOTING,
SEE TANK PLANS
Profile View
. 6
4" THICK CEMENT
CONCRETE. SET TOP
ELEVATION TO MATCH
TOP OF ADJACENT CURB
C�j,
CONCRETE CURB Plan View
6 VENT RISER PAD DETAIL
NOT TO SCALE
.ry
EXPANSION JOINT
WHERE EDGE ABUTS 6" WIDE STEEL
PUMP ISLAND OR TANK
SLAB (TYP) TROWEL FINISH
4
U
o al
SLOPE � SLOPE 7
CONCRETE GUTTER W /6 "x6 "x10" W.W.M. -
8" MINIMUM AGGREGATE BASE SUBGRADE.
PREPARATION OF SUBGRADE SHALL BE PI
PROCEDURES OUTLINED IN SOILS REPORT
LIFT POCKET
12 Y."
- I4
TANK BURY CALCULATIONS
SCREW 1
N.C. SOCKET HD
Yo-" LONG
Y' A.C.
M
FURTHEST
(BRONZE
DESCRIPTION
18" 18"
ISLAND
N
N
N
(PRODUCT)
1.
ELEVATION AT TOP OF ISLAND (PER PLAN)
Ys" x 2"
30.12
2.
PIPING FALL = [(L) x 1/8" PER FT.)]
IU
Oi
12
O
= [(L) x 0.0104]
6" CONCRETE
O
WHERE L (VAP.) = = (PER PLAN)
a n
2,29 FT.
3.
PUMP ISLAND (6 IN.)
0
0
0
CONC. DRIVE SLAB (6 IN.)
PIPE COVER (12 IN.)
ARCHITECTURAL PLANS.
PIPE DIAMETER (3 IN.)
U
TANK CONNECTIONS (9 IN.)
J
i=
TOTAL 36 IN., OR 3.00•
3.00 FT.
4.
GRADE DIFFERENTIAL (42 + 43) = #4
O
5.29 FT.
5.
TOP OF TANKS AT LOWEST POINTS
(b1 - 44) = #5
24.83
6.
TOP OF SLAB ELEV. ABOVE TANKS 0
SLOPE o SLOPE SLOPE
28.57
LOWEST ELEVATION (PER PLANS)
7.
DEPTH OF BURY (j)6 - 45) = ((7
3.74'
NOTE: MINIMUM BURY DEPTH = 4.0'
SINCE ( #7) < 4.0', SET TOP OF TANKS
N
0 46 (28.57) - 4.00' = 24M
2 TANK BURY CHART
NOT TO SCALE
1/2" RADIUS
AT EDGE OF
SLAB (TYP.)
TACK
COAT
10" THICKEyj
EDGE (TYP.)
I I I I I I I I I I I I I I I I
STRUCTURAL MATERIAL COMPACTED
TO 959. OR 6' OVER EXCAVATED,
SEE THIS SHEET SCARIFIED AND RECOMPACTED
FOR PAVEMENT SUBGRADE (TYPICAL) REFER TO
SECTION DETAILS SOIL. ENGINEER'S RECOMMENDATIONS
FOR SITE PREPARATION.
TYPICAL JOINT SECTION AT
3 CONCRETE AND ASPHALT
NOT TO SCALE
CONSTRUCTION JOINTS MUST BE APPROVED BY OWNER'S
ENGINEER. PLACE WHEN CONTINUOUS POUR OPERATIONS
ARE SUSPENDED FOR MORE THAN 30 MINUTES.
4 COLD JOINT
NOT TO SCALE
4- (MIN.) COMPACTED DEPTH 1. 1 -
WSDOT HOT MIX ASPHALT A
1/2 -INCH CLASS 0 o g 00 0
8" (MIN.) COMPACTED o °00000 0 00 0 00 °•8°00000 0 °00 �00
DEPTH CRUSHED ROCK
BASE (CRB)
12" MINIMUM STRUCTURAL FILL.-G G °
SEE SOILS REPORT FOR
OVEREXCAVATION REQUIREMENTS.
5 TYPICAL PAVEMENT SECTION
NOT TO SCALE
CONCRETE SLAB
CONCRETE
CURB
SLOPE v
�_F
I I CONCRETE POST FOOTING,
SEE TANK PLANS
Profile View
. 6
4" THICK CEMENT
CONCRETE. SET TOP
ELEVATION TO MATCH
TOP OF ADJACENT CURB
C�j,
CONCRETE CURB Plan View
6 VENT RISER PAD DETAIL
NOT TO SCALE
.ry
EXPANSION JOINT
WHERE EDGE ABUTS 6" WIDE STEEL
PUMP ISLAND OR TANK
SLAB (TYP) TROWEL FINISH
4
U
o al
SLOPE � SLOPE 7
CONCRETE GUTTER W /6 "x6 "x10" W.W.M. -
8" MINIMUM AGGREGATE BASE SUBGRADE.
PREPARATION OF SUBGRADE SHALL BE PI
PROCEDURES OUTLINED IN SOILS REPORT
LIFT POCKET
12 Y."
- I4
1 r. -i
12 Y4"
14"
CAST IRON RING AND COVER
L B
2"
45' (1 /6) BEND 1
Pe
�P
�o^
5
45' (1 /8) BEND
2' -0"
SAND OR
EXPANDABLE
FOAM
WATER TIGHT
PLUG
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES.
1. 8' AND 6` CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1' -0" THICK, 2' -0" SQUARE
CONCRETE. CLASS 3000, PAD AROUND THE RING AND COVER.
CIS
PUBUC WORKS 8 OR 8 INCH CLEAN-OUT �' PLAN -'1
C_- DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011
8 CLEAN -OUT DETAIL
NOT TO SCALE
7/2 RFINISHED GRADE
NEW PAVEMENT
- --
EXPANSION JOINT AT
20' INTERVALS
73 4"
9 CEMENT CONCRETE BARRIER CURB
NOT TO SCALE
14AV��2
r-
0 U
0 _
Zs �
Qy,
4<r7A'G EN G\NE0
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251 -6222
(425)251 -8782 FAX
CIVIL ENGINEERING. LAND PLANNING,
SURVEYING. ENVIRONMENTAL SERVICES
U
N6
T
ca
U �
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28527
-30 r�
<<
y
SCREW 1
N.C. SOCKET HD
Yo-" LONG
Y' A.C.
M
M
(BRONZE
OR S5.)
18" 18"
W
N
N
N
L
N
F t
Ys" x 2"
RA ISED D PADS
N
N
IU
Oi
O m
O
6" CONCRETE
O
a n
CLASS 3000
1 r. -i
12 Y4"
14"
CAST IRON RING AND COVER
L B
2"
45' (1 /6) BEND 1
Pe
�P
�o^
5
45' (1 /8) BEND
2' -0"
SAND OR
EXPANDABLE
FOAM
WATER TIGHT
PLUG
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES.
1. 8' AND 6` CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1' -0" THICK, 2' -0" SQUARE
CONCRETE. CLASS 3000, PAD AROUND THE RING AND COVER.
CIS
PUBUC WORKS 8 OR 8 INCH CLEAN-OUT �' PLAN -'1
C_- DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011
8 CLEAN -OUT DETAIL
NOT TO SCALE
7/2 RFINISHED GRADE
NEW PAVEMENT
- --
EXPANSION JOINT AT
20' INTERVALS
73 4"
9 CEMENT CONCRETE BARRIER CURB
NOT TO SCALE
14AV��2
r-
0 U
0 _
Zs �
Qy,
4<r7A'G EN G\NE0
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251 -6222
(425)251 -8782 FAX
CIVIL ENGINEERING. LAND PLANNING,
SURVEYING. ENVIRONMENTAL SERVICES
U
N6
T
ca
U �
a=
0 Ci
O>
U
O) nn� jt
p\nonn
0
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111 0
'A LION 'co:
IiEL� I- -ISM
28527
-30 r�
<<
y
n
M
M
M
M
M
x
18" 18"
W
N
N
N
N
N
F t
N
N
IU
Oi
O m
O
N
O
a n
o
0
0
0
0
ARCHITECTURAL PLANS.
U
J
i=
a
C
O
O
O
O
SLOPE o SLOPE SLOPE
p
M
N
(n
O
ASPHALT OR (n
CONCRETE 6" WIDE STEEL
PAVEMENT (TYP.) TROWEL FINISH W
3' �
NOTE: SEE SHEET Al
FOR MATCHING OF
CONTROL JOINTS
CONCRETE SWALE DETAIL
NOT TO SCALE
3' -8"
V_8"
PAINT (2) COATS
iO TRAFFIC LINE YELLOW
ON -SITE
n DIRECTIONAL ARROW
11
NOT TO SCALE
Scole.
Rm373706 Disk File:
13245 -07- 1 3.dw
Model: °
0
Address: v1
431 RAINIER AVENUE SOUTH N
RENTON, WA 98057 '^
CTLY OF RENTON
Approved by: Date: CONSTRUCTION DEEALS
c
FRED MEYER
d
Approved by: Date: FUELNG FACLITY
Permit No. U13001730 r
Approved by: Date: Drawing Na.: g
7 1T 1 0
Approved by: Date: C/ o 1 1 O
d
y
n
` °J
17
w
x
18" 18"
n
O
r
">
�
w
O
N
�
CONCRETE SLAB AND
x
Y
z REINFORCING PER
ARCHITECTURAL PLANS.
J
i=
a
SLOPE
SLOPE o SLOPE SLOPE
p
M
N
o e
d
l=
t
W
t
VI
M
rc
Q
¢
0,a�Q ,,��
`0 0 01' Wa
o
a
a
m
m
a
a
0 Ix
/\
� \/�
M
\
v
FLOWLINE OF CONCRETE SWALE NOTE:
Project N: 13245 Store 4'00459
1. INSTALL EXPANSION JOINTS
0
6" MIN. AGGREGATE BASE AND SUBGRADE 20' -0" O.C. MAX.
PREPARE AND CONSTRUCT SAME AS BASE 2. SEE SHEET Al FOR MATCHING
Designed By: CMT
AND SUBGRADE PER PAVEMENT SECTION OF CONTROL JOINTS
Drawn By: RDC
INTEGRAL CONCRETE SWALE DETAIL
w
Checked By. JH
�p
Dote: 9.7.2012
NOT TO SCALE (AT CANOPY)
Scole.
Rm373706 Disk File:
13245 -07- 1 3.dw
Model: °
0
Address: v1
431 RAINIER AVENUE SOUTH N
RENTON, WA 98057 '^
CTLY OF RENTON
Approved by: Date: CONSTRUCTION DEEALS
c
FRED MEYER
d
Approved by: Date: FUELNG FACLITY
Permit No. U13001730 r
Approved by: Date: Drawing Na.: g
7 1T 1 0
Approved by: Date: C/ o 1 1 O
d
y
n
` °J
17
w
as = A
n
O
r
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