HomeMy WebLinkAboutPermit Building 2018-07-20V)Z
Yo
Q�V)
3>_
}} U
FJF-.
Z m Z
7CLW
00
ilx o ----- ---- g?Q e
Xw
4 QF ;
Q4�
bn
rj SPRINGFIELD
.�\\: z EUGENE F 2
d II g
d ,
b i GLENWOOD GEMFAL 4
4 Q I
RECEIVING STAMN
>� 11
'"ti t �,8 �aNtwo
o'�,
® e
GOSHEN
lb-
lr -
\ E 17 th Aven
New Tank Concrete Pad t1
E
GLENW00D CENTRAL RECEIVING STATDN ' . • •
°�
•>
a
PROF60 a
2803PE E
O c
O 0 w
�Y
S 0 O 0 a
c a o
9S�` UCY 12,20
N�Rq BAJRP � � m
- - exPlrvHon Dare 12/31/19
m
O
�l as
U
sNEEr �
N0.
Ven[
15 K Transformer
VIEW
Z
M°°n Fence
.;a° MIND CLIP
rw. <°°.
Owr°
Y
Concrete Tae Wall
�
_
"^ax. Length 47'
zmz
j``
, II
>�
j A
p„a
» w
IIII/X�
0°-�
z
-
viE
00
?
g
- -
-<
Z
65
ax
g
Ile All/ I
`
ell%11,
x
IALo
�w
ell re el"I'le"I'll 11Ile�.,
A Ir 11 ell”, I'll/ 1
¢F
s.
Ile "IelleN111111111
IleBollard
-
FootinwQ
03
BY
VIEW 1
,23
Specifications and Notes
Max 70
Construction Specifications, Execution, and Workmanship Shall
be in Accordance with Steel Tank Institute Standards UnlessDUE
_
A
Superceded by Supplemental Specifications, Approved Shop
Drawings, Special Provisions, or Change Orders.
-
The Purpose of the Drawings is to Show a Diagrammatic
Representation of Minimum Required Tank Features and
B
Accessories. Contractors will be Responsible for Verifying
Dimensions, Proper Sizing, and Completeness of the Tank and
-
Refueling Systems.
Ile
-
Dimensions and Locations of Tank Features are Shown for
C
Informational Purpose Only Which May be Changed as per
CO
Manufacturer's Recommendations.
ManR�EnM.,nsa°EM°aVALVE a,ew°a
„a°°OIL CRY PAUL VALUE
°°,"T°°°°„DROP
Tank Shall be Double Walled, Dual Compartment Steel Tank of
”"TR°"'°""°°°"°"°'°"'°""2°"°
iMOePHER1CVENDDI6-
OFF CUT AT AN DEG
KID
D
14,000 /2,000 Gallon Capacity Properly Labeled UL2085.
NOVEL SEELWPEMESH3Ymz5
.RYEM,aALARM PAT AT or,
'"°R, `�'*
E
eE°�°"R.,°a",","MEMn
Va.,°"°
H P TIESNPEURT
Tank Foundation Pad and Retaining Wall Shown are for
°T°""`
`"°"'"""°°"°"NU)
-
E
Illustration Purpose Only. Contractor shall Propose a Design
EMER°E"� °°°°'�"91Bn°`"'"°° "'""°'°'°`°
BE
710 1 lo 227V CALENDAR 2- a ILL P CRT BALL VAL'
Prepared and Stamped by Oregon Registered Civil Engineer.
sEr°"°.n ,"M
°". aINSPECTION
°R.
OFF FILTER MY RALLY CAULOCK
net PILL PON Ne VALUSE
d
..
.0
•...•.
... ........:
a
.. 2- PVI
Ced
DPROFFFee„ate„
We
°MP"R E"T,aaa°.,Tk
.
NES/�
sEr.,,aT°u,°�°M.
p
o
NGi
Ated
ESIC
Fee
- -
OR ON �Q
y y
Qcc
_
I/n
c°"c sue eella ° Prov. e"uvuvE °"MaRR ucaxr""
_
0)Y
C
a
6
9sy/ <r
o°e°r°a°LHEA°
c a
O
11112 c�P
tiaRA
°EaRnE,°
M."MOUT°°MP
o
a
6AJftP
at IRS DI PUMP
0_
EXOiration Date 12/31/19
ON7
VIEW 2�
oQ
U
SHEET
Z
N0.
a SCHEDULE ao srEEraou o
UT FUELDISCHARGE
Sia PAGEF
NZ
p
GALVANIZED
SCHO3?L
�
L5
j
}VO
M
3x1 V2 EEa"co
3x1FEa"co
Zm
Z Z
�
3- STEEL CHASE
rA"KsLAa
a -
O a_ 2
L- SLAV TOP SPUR
O�W
o"
WRQ
GRADE
III- Z
aWa
JFK
1
F-
21—
_ I I
0_ W
SS FUEL
BALL VALVE
3
—11
aF
IT IT
SUMP BULKHEAD IRA SI.IOR
°"a°°r
HOSE
wQ
03
a
PARK I N �
S1 -AB FIGHT HERB
COUP FTG
M -
—3'SCHD 80 PVC CONDRITTO FUEL ISLAND
1 11T SS FUEL PORT BALLVALVE
-� 1"
�-
Detail SUMP
A
6
Spec ificctions and Notes
Construction Specifications, Execution, and Workmanship Shall
be in Accordance with Steel Tank Institute Standards Unless
A
Superceded by Supplemental Specifications, Approved Shop
CLkFLEX
Drawings, Special Provisions, or Change Orders.
_
ROe�JS/O
ETT TWIN DISPENSER
E HOSE) BREAKAWAY I
The Purpose the Drawings is to Showa Diagrammatic
of
BREAKAWAY „osEISWIVEL IAUTO
Representation of Minimum Required Tank Features and
�����D
E e
"°II"
/ .-'
8
Accessories. Contractors will be Responsible for Verifying
/728 3PE
Dimensions, Proper Sizing, and Completeness of the Tank and
LAP SS DEF
Refueling Systems.
(/
`�-oe€�
�o
0
,�, �Q
y15
„NrOOEP"OzzLE
=
Dimensions and Locations of Tank Features are Shown for
9s9 „o\„s2Zoo6c�e�
C
Informational Purpose Only Which May be Changed as per
NpRq
Manufacturer's Recommendations.
BP�ftP
c i
EXFOti°� oOtc 12/31/1e
° �
m
�¢
Tank Shall be Double Walled, Dual Compartment Steel Tank o
D
14,000 /2,000 Gallon Capacity Properly Labeled UL2085.
->
,TER"co
C
a
III �
_
sr`E`CONSUL
IMPACT VALVE
IMPACT BRACKET
NMI
Tank Foundation Pad and Retaining Wall Shown are for
E
Illustration Purpose Only. Contractor shall Propose a Design
-.-
Prepared and Stamped by Oregon Registered Civil Engineer.
-6
r3'
EXISTING ISLAND
N Q
.o
Lj
o
POLY CONrAINMENTSUMP
o C
C o
„a PPE
sOPOHePYoCONDUIT
SO
SAID 80 PVC CONDUIT
UP
CHo
TRANSITION BOOT
Y)
o
i v CHOY FLEXFUEL
TRANSITION so
?�
U
SHEET
3
N0.
d
2x2x-t Angle Post Embedded in Concrete
eeuGrS - r � a 9
Ll rr
N w Cenere.e roe WellQo FENCE DETA
nwer Mme QYO
L
i
2axZ
�a F onk
ZMz
3 Def Hose a� j - 4
CL0
W 7" 1 /4Weld
Fuel o Q
O/ pee
(� story a
st Z„
80 Gond�t w' 1 1�/2 OPW
lex uel
S 3/4 50 r2 /A No¢le 25 / _
�V e t D> . D p -..... a
New Benlet Two CI� ser wt Poly contAnm t sump
m Woven 3x3xO.125 Steel Wire Mesh
NOT TO SCALE
Notes
Construction Specifications, Execution, and Workmanship Shall
be in Accordance with Steel Tank Institute Standards Unless
Superceded by Supplemental Specifications, Approved Shop
Drawings, Special Provisions, or Change Orders.
The Purpose of the Drawings is to Show a Diagrammatic
Representation of Minimum Required Tank Features and
Accessories. Contractors will be Responsible for Verifying
Dimensions, Proper Sizing, and Completeness of the Tank and
Refueling Systems.
Dimensions and Locations of Tank Features are Shown for
Informational Purpose Only Which May be Changed as per
Manufacturer's Recommendations.
Tank Accessories, Dispenser Systems, and Associated Pipe
Plumbing are Shown for Illustrations Only. Contractor will be
Responsible for Verifying Dimensions, Proper Sizing, and
Completeness of Specifications.
Fence Posts and Bollards will be Installed During Construction
of Concrete Pad and Retaining Wall. Contractor May Propose
Alternative Installation Methods if They Conflict with Tank
Installation.
�.p��m;on Dace i2i3i rig
c
�Z
�
o
3�
5
}}U
m
�
FJF
]�W
C
U
USW
Q
U
wo¢
ZZQ
C
C
gw�
o
i
d�
3
m
p3
a
a
cn
c
�
o
m
�
C
U
Q
U
p
C
C
m
a
cn
U
sN�r 4
N0.
30'
Concrete
it
�Q
Not To Scale
4,On
Expiration Date 12/31 /19
Wire Mesh Fence
•;LL L LLLLL LLL �L ...�L L LL
L I LLLL L LL � LL LL -
LL LLLL LLLL LI_ LLLL
L L� LL LLLi.. L.L _LLL L i I ILL
LLL L
'I LL
LLLLLL
_I LLLL : LLLLLLLL
LLLLLLLLLL'L
.LLLLLLL
embed min: 1' LL LLLL
i717a
Not
Specifications and Notes
Construction Specifications, Execution, and Workmanship
A Shall be in Accordance with Steel Tank Institute Standards
Unless Suppressed by Supplemental Specifications, Approved
Shop Drawings, Special Provisions, or Change Orders.
The Purpose of the Drawings is to Shaw a Diagrammatic
Representation of Minimum Required Tank Features and
B Accessories. Contractors will be Responsible for Verifying
Dimensions, Proper Sizing, and Completeness of the Tank
- and Refueling Systems.
Dimensions and Locations of Tank Features are Shown for
C Informational Purpose Only Which May be Changed as per
Manufacturer's Recommendations.
D Tank Shall be Double Walled, Dual Compartment Steel Tank
of 14,000 /2,000 Gallon Capacity Properly Labeled UL2085.
Tank Foundation Pad and Retaining Wall Shawn are for
E Illustration Purpose Only. Contractor shall Propose a Design
Prepared and Stamped by Oregon Registered Civil Engineer.
36
'
4-m "
Bollard Footin
To Scale
Notes
Construction Specifications, Execution, antl Workmanship
Shall be in Accordance with Steel Tank Institute Standards
Unless Su perceded by Supplemental Specifications, Approved
Shop Drawings, Special Provisions, or Change Orders.
The Purpose of the Drawings is to Show a Diagrammatic
-0Representation of Minimum Required Tank Features and
Accessories. Contractors will be Responsible for Verifying C
Dimensions, Proper Sizing, and Completeness of the Tank Q
and Refueling Systems.
Dimensions and Locations of Tank Features are Shown for
Informational Purpose Only Which May be Changed as per h-
Manufacturer -s Recommendations
Tank Accessories, Dispenser Systems, and Associated Pipe
Plumbing
are Shown for Illustrations Only. Contractor will be N :DRespansibIs for Verifying Dimensions, Proper Sizing, and
Completeness of Specifications.
Fence Pasts and Bollards will be Installed During
Construction of Concrete Pad and Retaining Wall. Contractor
May Propose Alternative Installation Methods if They Conflict
with Tank Installation.
�z
y0
U N _
3?
YJI-
ZO]Z
7�W u
oar
UL�W
WOQ
ZZZ
gwQ _
�W
W �
❑3 a
F
i
C
O
N
�
36
'
4-m "
Bollard Footin
To Scale
Notes
Construction Specifications, Execution, antl Workmanship
Shall be in Accordance with Steel Tank Institute Standards
Unless Su perceded by Supplemental Specifications, Approved
Shop Drawings, Special Provisions, or Change Orders.
The Purpose of the Drawings is to Show a Diagrammatic
-0Representation of Minimum Required Tank Features and
Accessories. Contractors will be Responsible for Verifying C
Dimensions, Proper Sizing, and Completeness of the Tank Q
and Refueling Systems.
Dimensions and Locations of Tank Features are Shown for
Informational Purpose Only Which May be Changed as per h-
Manufacturer -s Recommendations
Tank Accessories, Dispenser Systems, and Associated Pipe
Plumbing
are Shown for Illustrations Only. Contractor will be N :DRespansibIs for Verifying Dimensions, Proper Sizing, and
Completeness of Specifications.
Fence Pasts and Bollards will be Installed During
Construction of Concrete Pad and Retaining Wall. Contractor
May Propose Alternative Installation Methods if They Conflict
with Tank Installation.
�z
y0
U N _
3?
YJI-
ZO]Z
7�W u
oar
UL�W
WOQ
ZZZ
gwQ _
�W
W �
❑3 a
F
i
C
O
N
�
F
i
C
O
N
�
N
�
�
N
O
�
O
D
v
—
Q
N
Lr-
tn
�
U
SHEEP
5
N0.