HomeMy WebLinkAboutR-370014TEMPORARY COVER FOR
CONSTRUCTIONLOADS
HEIGHT
OF
COVER
CONSTRUCTION LOADS
FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER
THE TOP OF THE PIPE. THE HEIGHT -OF-COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW.
THE USE OF HEAVY CONSTRUCFION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED
GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC,
PIPE SPAN,
AXLE LOADS (kips)
INCHES
1
tBSU 1 may 1 25-117
1 116180
TABLE
161
FLAT 25 tl2" CORRUGATED
GA6KET
IMERRUPTEDBAR
R EPIFCEMFM.
SEE NOTE 6.
2R. 2.5
30
30
149WS
BAND
3.0 3.0
3.5
4.0
1. RIGID OR FLEXIBLE PAVEMENT
036'RISE T_+ tt'3 t'
39 -0'
4.0
126144
3.5 40
45
RIM =381.1
036 RISER
1
I
q
2, GRANULAR ROAD BASE
INV= 369.62 6'S 9'-0'�
RE- ROLLED PIPE
wTE
aenSloN OESCaIR1oN
ev
3. tY MIN. FOR DIAMETERS THROUGH 96'
INV =36962
(PSF)
INL FOR DIAMETERS O
036'RISER 038 -RISER
03V SEft CUM RISER
WRNS
04'
4' %P
28°
X5�IYOCEW
A AND IARGER MEASURED TOTOP OF RIGID
RIM =380. RIM -3P0
SECTION
TBULKHEAD
T a _
- OR BOTTOM OF FLEXIBLE PAVEMENT.
INV =�0 INV = 369.62
NV = 369. INV= 369.62
- C SELECT GRANULAR FILL PER AASHTO M145
-- _ Al. A20R M. OR APPROVED EQUAL.
tA+ IN\ \1 III Z u
-25112
3Y
tlS�ITOCEW
2120
1¢10
PLACED IN W LIFTS (COMPACTED TO MIN,
III-
05'
- _ - 90% STANDARD DENSRY PER PASHTO T99.)
1.90
I 24"
Q
3B
5 %5,
_ 5. GRANULAR BEDDING. ROUGHLY SHAPED TO
As@I ocm
4 -518'
SUFFICIENT TO PREVENT J
SIR BEARING ON
FROM
�u°{
02
- FIT THE BOTTOM OF PIPE. a - TOV IN DEPTH
46
Mts 1ff OCEA,
5,
1.X5
5'8' %54'
(2) 24' TECHCO
DOW RISER
1,210
RISER PROVIDEC By
"TYP
- --
112'0 BAND ANGLES PER
IM =3]9]0
06'
BOLT ORAWINGS0008413
INV = -B III
1.800
3
5
4
6.%6,
50'
tl5ve'OCEW
1p00
SECTION VIEW
FOUNWTIOWDEDDING PREPAIUTIXI
NOTES
g$
PRIOR TO RACING THE BEDDING. THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORMING
CAPACITY
I
STABLE GRADE IN THE EVENT THAT UNSUITABLE FOUNDATION MATERMUS ARE ENCOUNTERED
012' ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE.
p
DURING EXUVATIIX. THEY SHALL BE REMOVED AND BROUGHT BACK TO THE GRADE WITH A FILL
CONNECTION DETAIL
BULKHEAD Al ELEVATIONS, DIMENSIONS. AND LOCATIONS OF
E
MATERNLAS APPROVED SY THE ENGINEER. ONCE THE FOUOATION PREPPAAnON IS COMRETE.4'
012- STUB RISERS AND INLETS. SHALL BE VERIFIED BY THE
-6' OF A WELLGRMED GR NRJUM MATERIAL SHALL BE PLACED AS THE BEDDING.
GENERAL NOTES:
INV = 370.12 ENGINEER OF RECORD PRIOR TO RELEASING FOR
BAC PILL
1, BANDS ARE NORMALLY FURNISHEDAS FOLLOWS:
W FABRICATION,
S
12' THRU PS', 1-PIECE
• ALL FITTINGS AND REINFORCEMENT COMPLY WITH
THE BACKFILL SHALL BEAN Al. A2 OR AS GRANULAR FILL PER AASHTO
54' THRU 95, 2 -PIECE
ASTM A999.
TAWS, OR A=RADED GRANUAQ FILL AS APPROVED BY THE SITE ENGINEER
IBY THRU 144',
OWRISER ALL RISERB AND STUBS ME2 'x$'CORRUGATION
p
q
(SEE IE GU ). THE MATERWLS PACED IN Y
IM= 379.00 AND GAGE UNLESS OTHERWISE NOTED.
'
STABS
UM ATICN
ACTED
LOOSELIFTSANDLACING TEDTO m %NSHTO TO STANDARD PROCTOR
RS ARIES.
2, BAND FASTENERS ARE ATTACHED WITH SPOT WELDS. RIVETS OR
INV =36982 RISERS TO BE FIELD TRIMMED TO GRACE.
WHEN PLACING THE FIRST LJFTSOF R IS
HAND WELDB.
• QUANTITY OF PIPE SHOWN GOES NOT PROVIDE EXTRA
i
UNDER AND
MAKE SDRE TIUT THE BALKFILL IS PROPERLY COMPACTED UNDERPAID
MAKE SURE COMP C
W2' PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE
fi4
AROUND TNEPIPEHAUNCHES. E RACED SUCH NOMCKFILL NA
3. CORRUGATIONS ME X 14',
BULKHEAD ORDRAINAGE STRUCTURES. OURSYSTEMASDETNLED
6
TIME DURING
TWO LIFT (+6') BETWEEN ANY OF RPESATAASTIMEDURINGTHE BACI (FILL
MANUFACTURING RING TOLERANCES
DIMENSIONS PRE SUBJECT TO MPNUFALTURING TOLERANCES.
DIMENSIONSM SUBJECT JECT
PROVIDES NOMINAL INLET ANDMR OUTLET PIPE STUB FOR
45
IAGAFINMIBETWEENANTOFTHE
PROCESS. YHE LENGTH OFTHE DETENTION STBTEMAT
THE BOAVOIL 5IFFE
012- STUB CONNECTION TO EXISTING DF LINAGE FACILITIES. IF
ENTIAL OADALONC
THE SM1E RATE TO AV 01 D wFFERENDAL LOAgNG ON THE PIPE
E
III 072'
INV = 372.11 ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY
OTHER ALTERNATE B4CItFlLL MATERIAL MAY BE NLO W ED DEPEND W G M SITE SPECIFIC
2 10 -C BAND DETAIL
OF THE CONTRACTOR.
cw4wnoxs.uMPROVm ev sDE ENGwEER
036'RISER
3
036'R6ER IS SNB RIM =3]]9 0361 RISER
p2 SCALE: N.T.S.
0)YBUIXH
RIM•3I9.4 INV =P0.12 33 RISER 036'RISER 5'F INV =36962 IM =37)36
IM/ =w5.62 Hxv�06962 RIM =370'2 9' 225-
2'.6' n INV =36962
FAT' -9M'
THE UNDERSIGNED HEREBY APPROVES THE ATTACHED (3)PAGES
INV =36962
$
7 BACKFILL DETAIL
2,S-0.
p2 SCALE: N.T.S.
S
1500'
$
9
It VOLUME = 48,957 CF
z
Q�
• MAINLINE PIPE GAUGE = 16
Gd
Z
f
• WALL TYPE = SOLID
4
ASSEMBLY
• DIAMETER= 72"
SCALE: 1" = 20'
• FINISH = ALT2
A�IV�,� RAID"
072" UNDERGROUND DETENTION SYSTEM - 480574 -020
480574
om
7IM13
9Q
S
LOADING: H2OIH25
C NTECH'
SYSTEM INV= 361
CVS PHARMACY AKA RETAIL PHARMACY - RENTON
DR. FCC
CUSTOMER DATE
t
�pt1EEEED SOUI'Rom LLC
CMP DETENTION SYSTEMS
....co„rocnes.mm
RENTON, WA
°
07y' UNDERGROUND DETENTION SYSTEM - 480574 -020
n835. Clann wl°Ing O,ma. Portland OR 87227
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CMP DETENTION SYSTEMS
TEMPORARY COVER FOR
CONSTRUCTIONLOADS
HEIGHT
OF
COVER
CONSTRUCTION LOADS
FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER
THE TOP OF THE PIPE. THE HEIGHT -OF-COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW.
THE USE OF HEAVY CONSTRUCFION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED
GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC,
PIPE SPAN,
AXLE LOADS (kips)
INCHES
1
tBSU 1 may 1 25-117
1 116180
TABLE
161
(FT)
IMERRUPTEDBAR
R EPIFCEMFM.
SEE NOTE 6.
2R. 2.5
30
30
149WS
4672
3.0 3.0
3.5
4.0
76120
036'RISE T_+ tt'3 t'
39 -0'
4.0
126144
3.5 40
45
RIM =381.1
036 RISER
1
I
q
0B
INV= 369.62 6'S 9'-0'�
IM =30364
wTE
aenSloN OESCaIR1oN
ev
RISER
INV =36962
(PSF)
036'RISER 038 -RISER
03V SEft CUM RISER
WRNS
04'
4' %P
28°
X5�IYOCEW
O2 B0001
RIM =380. RIM -3P0
60 IM =3829]
TBULKHEAD
T a _
INV =�0 INV = 369.62
NV = 369. INV= 369.62
0]TBULKH
4
tA+ IN\ \1 III Z u
III
3Y
tlS�ITOCEW
2120
1¢10
m
05'
036-RISER
1.90
/II
GASKET MATERIAL / OCMP RISER -�
Q
3B
5 %5,
RIM =380
As@I ocm
1 5
SUFFICIENT TO PREVENT J
SIR BEARING ON
FROM
�u°{
02
INV =SKIM
46
Mts 1ff OCEA,
5,
1.X5
5'8' %54'
DOW RISER
1,210
RISER PROVIDEC By
"TYP
a
IM =3]9]0
06'
INV = -B III
1.800
3
�a
4
6.%6,
50'
tl5ve'OCEW
1p00
SECTION VIEW
NOTES
g$
SOIL BEARING
CAPACITY
I
012' ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE.
p
BULKHEAD Al ELEVATIONS, DIMENSIONS. AND LOCATIONS OF
E
012- STUB RISERS AND INLETS. SHALL BE VERIFIED BY THE
INV = 370.12 ENGINEER OF RECORD PRIOR TO RELEASING FOR
W FABRICATION,
S
• ALL FITTINGS AND REINFORCEMENT COMPLY WITH
ASTM A999.
OWRISER ALL RISERB AND STUBS ME2 'x$'CORRUGATION
p
q
W6'RISER
IM= 379.00 AND GAGE UNLESS OTHERWISE NOTED.
'
RIM =3P
INV =36982 RISERS TO BE FIELD TRIMMED TO GRACE.
INV =SO
• QUANTITY OF PIPE SHOWN GOES NOT PROVIDE EXTRA
i
W2' PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE
fi4
01YSMB
W2'
BULKHEAD ORDRAINAGE STRUCTURES. OURSYSTEMASDETNLED
6
INV =38.03
BULKHEAD
PROVIDES NOMINAL INLET ANDMR OUTLET PIPE STUB FOR
45
012- STUB CONNECTION TO EXISTING DF LINAGE FACILITIES. IF
I
III 072'
INV = 372.11 ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY
T
BULKHEAD
OF THE CONTRACTOR.
a
036'RISER
036'R6ER IS SNB RIM =3]]9 0361 RISER
0)YBUIXH
RIM•3I9.4 INV =P0.12 33 RISER 036'RISER 5'F INV =36962 IM =37)36
IM/ =w5.62 Hxv�06962 RIM =370'2 9' 225-
2'.6' n INV =36962
FAT' -9M'
THE UNDERSIGNED HEREBY APPROVES THE ATTACHED (3)PAGES
INV =36962
INCLUDING THE FOLLOWING:
2,S-0.
S
1500'
It VOLUME = 48,957 CF
z
• MAINLINE PIPE GAUGE = 16
• WALL TYPE = SOLID
4
ASSEMBLY
• DIAMETER= 72"
SCALE: 1" = 20'
• FINISH = ALT2
VOLUME: 48,957 C.F.
9Q
S
LOADING: H2OIH25
SYSTEM INV= 361
CUSTOMER DATE
t
a
'
I
li•A�IrJ! °
07y' UNDERGROUND DETENTION SYSTEM - 480574 -020
o
o
804+3
'�'°'- �°�= �'�^ °.
°1swxeAoren°.
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..,'°�'� .-a ,:;:=
CVS PHARMACY AKA RETAIL PHARMACY - RENTON
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�°= +::T.°� e
-=':
NNE0C
LLC
CMP DETENTION SYSTEMS
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°'
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.ww.waw,BS.mm
w.,Ea
-. RENTON, WA
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PROPOSAL
-SITE DESIGNATION:
- - --
P1 3
Rw
wTE
RLVlsax DESCRIPTION
BT
B0t"PH' ] 5dQ. 6a.sa«I2]1 FAX
TEMPORARY COVER FOR
CONSTRUCTIONLOADS
HEIGHT
OF
COVER
CONSTRUCTION LOADS
FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER
THE TOP OF THE PIPE. THE HEIGHT -OF-COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW.
THE USE OF HEAVY CONSTRUCFION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED
GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC,
PIPE SPAN,
AXLE LOADS (kips)
INCHES
1
tBSU 1 may 1 25-117
1 116180
TABLE
MINIMUM COVER
(FT)
IMERRUPTEDBAR
R EPIFCEMFM.
SEE NOTE 6.
2R. 2.5
30
30
1N2
4672
3.0 3.0
3.5
4.0
76120
30 35
4.0
4.0
126144
3.5 40
45
45
'MINIMUM COVER MAY VARY. DEPENDING ON LOCAL CONORIONS, THE CONTRACTOR MUST PROVIDE THE ADDITIONAL
COVER REQUIRED TO AVOID DAMAGE TO THE PIPE MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO
THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE.
3 CONSTRUCTION LOADING DIAGRAM
p3 SCALE: N.T.S.
SPECIFICATION FOR CORRUGATED STEEL PIPE-ALUMINIDED TYPE 2 STEEL
SCOPE
THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTNIATION OF
THE CORRUGATED STEEL PIPE (CSP) DETAILED IN THE PROJECT PLANS.
MATERIAL
THE ALUMINI2ED TYPE 2 STEEL COLS SHALL CONFORM TO THE APKICABLE
REQUIREMENTS OF PASHTO M274 OR ASTM ARS.
PIPE
THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APFUCABLE
REQUIREMENTS OFAASHTOMWORASTMA ] m. THEPWESIMS.GMES
AND CORRUGATIONS SHALL BE AS SHOWN ON THE PROJECT PLANS.
ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE
UNITED STATES.
HANDUNGANDASSEMBLY
SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF
THE NATIONAL CORRUGATED STEEL PIPE ASSOCIATION
(NCSPA)
INSTAIUTICN
SHALL BE IN ACCORDANCE WITH PASHTO STANDARD
SPECIFICATIONS FOR HIGHWAY BRIDGES. SECTON 26
DIVISION H OR ASTM A796 AND IN CONPORMANCE
WITH THE PROJECT PLANS AND SPECIFICATIONS.
IF THERE ME ANY INCONSISTENCIES OR CONFLICTS
THE CONTMCTOR SHOULD DISCUSS AND RESOLVE
WRHTHESITEENGINEER.
IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR
TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES.
q Fq
IX4 DIAGONAL TRIM
BAR (TYP.4 PLACES),
SEE NOTE ].
OPENING IN
PROTECTION
S BFOR
CASTING
INTERRUPTED BAR
REPLACEMENT, SEE
NOTE B.
CA
OB
IX4 DIgGONAL TR1
BAR(TYP.4 PLACES
EE NOTE
2 -COVER
(TYP)
1
I
OPENING
PROTECTIC
SLAD PC
CMTII
A�
BY:jl����
1
REINFORCING
CNTECH'
NEEEED SOLUPROM LLC
wvAAC0nMA8ES.,
11835 NE Glenn wlmne On... vonMne. oR 97rzz6
TABLE
072" UNDERGROUND DETENTION SYSTEM -
CVS PHARMACY AKA RETAIL PHARMACY - RENTON
RENTON, WA
SITE RESIGNATION:
A�
IMERRUPTEDBAR
R EPIFCEMFM.
SEE NOTE 6.
ACCESS CASTING TO BE
I ORN FCS
-BEARING
AND INSTALLED
O CMP
NE0.
M1 GDypl
I
I
I
By corvTRACraa.
BY CONTRACTOR.
1
I
q
0B
REINFORCING
PRESSURE
wTE
aenSloN OESCaIR1oN
ev
RISER
(PSF)
24'
04'
4' %P
28°
X5�IYOCEW
2,110
1.190
IF
T a _
30
04'E'
4'.6' %4 V
3Y
tlS�ITOCEW
2120
1¢10
iI
05'
mstiourmEW
1.90
/II
GASKET MATERIAL / OCMP RISER -�
Q
3B
5 %5,
38°
As@I ocm
1 5
SUFFICIENT TO PREVENT J
SIR BEARING ON
FROM
�u°{
02
46
Mts 1ff OCEA,
1'210
1.X5
5'8' %54'
tl5Q9'OCEIY
1,210
RISER PROVIDEC By
"TYP
a
06'
tl5�9'CCEW
1.800
CONTRACTOR. 0B i1
�a
4B
6.%6,
50'
tl5ve'OCEW
1p00
SECTION VIEW
" ASSUMED
SOIL BEARING
CAPACITY
SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF
THE NATIONAL CORRUGATED STEEL PIPE ASSOCIATION
(NCSPA)
INSTAIUTICN
SHALL BE IN ACCORDANCE WITH PASHTO STANDARD
SPECIFICATIONS FOR HIGHWAY BRIDGES. SECTON 26
DIVISION H OR ASTM A796 AND IN CONPORMANCE
WITH THE PROJECT PLANS AND SPECIFICATIONS.
IF THERE ME ANY INCONSISTENCIES OR CONFLICTS
THE CONTMCTOR SHOULD DISCUSS AND RESOLVE
WRHTHESITEENGINEER.
IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR
TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES.
q Fq
IX4 DIAGONAL TRIM
BAR (TYP.4 PLACES),
SEE NOTE ].
OPENING IN
PROTECTION
S BFOR
CASTING
INTERRUPTED BAR
REPLACEMENT, SEE
NOTE B.
CA
OB
IX4 DIgGONAL TR1
BAR(TYP.4 PLACES
EE NOTE
2 -COVER
(TYP)
1
I
OPENING
PROTECTIC
SLAD PC
CMTII
\\ STANDARD STANDARD
V- REINFORCING, REINFORCING,
SEETABLE SEE TABLE
ROUND OPTION PLAN VIEW
NOTES
1, DESIGN IN ACCORDANCE WITH PASHTO, 1GF EDHPON,
2, DESIGN LOAD HAGS.
3. EARTHCOVER=t'MA%.
4, CONCRETE STRENGTH =3,500 PA
5, REINFORCING STEEL =ASTM AVIS GRADEM.
SQUARE OPTION PLAN VIEW
7. TRIM OPENING WITH DIAGONAL Al BARS, EMEND
BARS A MINIMUM OF iT BEYOND OPENING, BEND
BARS AS REQUIRED TO MAINTAIN DAR COVER.
B. PROTECTION BLAB AND ALL MATERIALS TO BE
PROVIDED AND INSTALLED BY CONTRACTOR.
9. DETAIL DESIGN BY DELTA ENGINEERING. SINGHAMTON. NY
s, OPENIlNGADDITIONAL
EQUAL TO THE SAFE INTERRRRUPTED �41 MANHOLE CAP DETAIL
HALFEACHSIDE. nnDInoNN BARS TO BEw P3 SCALE: N.T.S.
THE SAME PLANE.
s,.°...., °..°..e.
_
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BY:jl����
1
BY:
CNTECH'
NEEEED SOLUPROM LLC
wvAAC0nMA8ES.,
11835 NE Glenn wlmne On... vonMne. oR 97rzz6
A�� \ITlrl1°
CARP DETENTION SYSTEMS
<P„1TC"
PROPPOSSAL
072" UNDERGROUND DETENTION SYSTEM -
CVS PHARMACY AKA RETAIL PHARMACY - RENTON
RENTON, WA
SITE RESIGNATION:
em2a
IMERRUPTEDBAR
R EPIFCEMFM.
SEE NOTE 6.
I ORN FCS
NE0.
M1 GDypl
I
I
I
N
N
x_
1
I
,.A.
8065°°'557 8°3'24031 we'sM -1n1 FAx
"w °NAaI
wTE
aenSloN OESCaIR1oN
ev
\\ STANDARD STANDARD
V- REINFORCING, REINFORCING,
SEETABLE SEE TABLE
ROUND OPTION PLAN VIEW
NOTES
1, DESIGN IN ACCORDANCE WITH PASHTO, 1GF EDHPON,
2, DESIGN LOAD HAGS.
3. EARTHCOVER=t'MA%.
4, CONCRETE STRENGTH =3,500 PA
5, REINFORCING STEEL =ASTM AVIS GRADEM.
SQUARE OPTION PLAN VIEW
7. TRIM OPENING WITH DIAGONAL Al BARS, EMEND
BARS A MINIMUM OF iT BEYOND OPENING, BEND
BARS AS REQUIRED TO MAINTAIN DAR COVER.
B. PROTECTION BLAB AND ALL MATERIALS TO BE
PROVIDED AND INSTALLED BY CONTRACTOR.
9. DETAIL DESIGN BY DELTA ENGINEERING. SINGHAMTON. NY
s, OPENIlNGADDITIONAL
EQUAL TO THE SAFE INTERRRRUPTED �41 MANHOLE CAP DETAIL
HALFEACHSIDE. nnDInoNN BARS TO BEw P3 SCALE: N.T.S.
THE SAME PLANE.
s,.°...., °..°..e.
_
Date: 4 /6 /S
BY:jl����
Date:ale�
BY:
CNTECH'
NEEEED SOLUPROM LLC
wvAAC0nMA8ES.,
11835 NE Glenn wlmne On... vonMne. oR 97rzz6
A�� \ITlrl1°
CARP DETENTION SYSTEMS
<P„1TC"
PROPPOSSAL
072" UNDERGROUND DETENTION SYSTEM -
CVS PHARMACY AKA RETAIL PHARMACY - RENTON
RENTON, WA
SITE RESIGNATION:
em2a
710 2 1013
I ORN FCS
e
,.A.
8065°°'557 8°3'24031 we'sM -1n1 FAx
"w °NAaI
wTE
aenSloN OESCaIR1oN
ev
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:/
Date: 4 /6 /S
BY:jl����
Date:ale�
BY:
Date:
BY:
Date:
R- 310015
CD; 1�'-37Qc'�5