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CONTRACTOR SHALL COORDINATE THE SELECTION OF ON-SITE PRIVATE FENCE WITH THE OWNER AND
ENGINEER. FENCES SHALL BE 8E, SAME OR SIMILAR (CITY APPROVED) ALTERNATE TO AS SHOWN, BLACK
ACRYLIC TOPCOAT, MONTAGE COMMERCIAL MAJESTIC 3/4 AS SHOWN. FENCING SHALL BE ALL INCLUSIVE.
CONTRACTOR SHALL PROVIDE A UNIT COST FOR EACH WITHIN THE BID PROPOSAL.
savi NOM O
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PUBLIC WORKS RECTANGULAR SOLID MD. PIdN EGLSO
DEPARTf1ENT METAL COVER
MARCH 2008
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN
CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM
CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND
RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A
BEFORE YOU DIG FIELD SURVEY BY BARCHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017.
THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS
O q WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PUNS AND THE DOCUMENTED FIELD
z 811 REVISIONS AND FUNCTION AS INTENDED.
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NOTES
PMie rvaN 1 Ne Mw Pet.re M1a11y W,N
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ILOLIETNC aacRdrte aaaNnu.
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PUBIdC WORKS RECTANGULAR R4DIRECTIOMAL M. PLAN - 904080
a DEPARTYRNP VANED GRATE NAECH 2008
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NOTES
Tm �xama, reY
z OTES ab¢In ale pate Neloe vaYeWWrm xMn PeMnInure Rene.
WmYn aleoFeantlon.e�Y,mnwgAnarelrtmawteawma
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s Tl,e n;�,¢.anavem¢w.a..eaeaf Ne'.
a VIEW, ePeM¢espwiee.vanea9mmi Qee.Y%O'Mtlt 9mM6N IMN
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wpn om.wae. Dae mea ereln dum Nw cum
ae00� BDo
BOLT-0M�N�L M1 -0T OET11LL
MOY[E B
STD. PUN 204.40 HERRINGBONE CRATE =STANDARD (STD) GRATE AS REFERENCED ON PUN
SHEETS.
° PUBLIC WORKS RECTANGULAR M. P11N W4A9
DEPARTMENT HERRINGBONE ORATE MARCH moo
OWNERIOUSELLIFER CITY OF RENTON
AS—BUILT IKEA PROPERTY INC �y DEPARTMENT OF PUBLIC WORKS
AS -BUILT DATED: 12-15-2017 �P�oI STA 5fRLe0 CCONSHOHO420 ALAN CK ND PA 19428
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CONSTRUCTION MANAGER mP ,�Z DRAMGE NOTES AND DETAILS
yg ,`AL OA7�p CHECKED F� � ,E s, CONTACT: DWIGHT E. SLATONER
CITY OF RENTON, NAVD 88 TO CRY STANDARDS P. (BIO) 831-OIBP, CELL �]-549-46]3
Approved by: Dote 4AtO'�E
E: DMDHd.TNLeRFALDu IKEA REDEVELOPMENT RENTONg ViCIIYOF BENCHMARE(NTON CONTROL Approved by: Wte �� `ap .L RAR�GHMISEN CONSULTING ENGINEERS 2 ? CFB�� 6/it/2015 FLEN0. Ui$001;
POINT N0. 1864 WAS HELD Approved by: Dale DRAWN
I'l 18215 72ND AVENUE SOUTH KENT, �G4 0�y
FOR ELEVATION, BEING p WA 99032 TrNc eN ao g1eCK® Jsc eCPIE NA RElDI1001( 1
19.488 FEET (NAVD88) Approved by: Date-�'; CONTACT: JAY GRUBB, BE
(425)251-6222 affT CZ.J aP'
R-3847135
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nm.xQ vv®vv� v
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PUBLIC WORKS RECTANGULAR SOLID MD. PIdN EGLSO
DEPARTf1ENT METAL COVER
MARCH 2008
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN
CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM
CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND
RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A
BEFORE YOU DIG FIELD SURVEY BY BARCHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017.
THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS
O q WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PUNS AND THE DOCUMENTED FIELD
z 811 REVISIONS AND FUNCTION AS INTENDED.
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ieSEE
'• BOLT-0OWNROIOTCEl4L
NOTES
PMie rvaN 1 Ne Mw Pet.re M1a11y W,N
wPmemm mme n.:.<. mevlmmRawn aaewta
ILOLIETNC aacRdrte aaaNnu.
¢. Raxm PmwaN sa�lr ae"Pos+Na a•mopoaa.wYR.m.nm
�aheoNym»yem veNcelrueelowtlorn
•VNeaanenrM¢pe4lee,mwpabseM1eAm Yrotl wlM1amnaeN M1ame
PPabTd wsy.gulW.artlrtWer. Wva panaMnaEu.Ymma
.'Awaao.e,oaae.Oae wl.a reYeN maeaarta
PUBIdC WORKS RECTANGULAR R4DIRECTIOMAL M. PLAN - 904080
a DEPARTYRNP VANED GRATE NAECH 2008
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❑I
NOTES
Tm �xama, reY
z OTES ab¢In ale pate Neloe vaYeWWrm xMn PeMnInure Rene.
WmYn aleoFeantlon.e�Y,mnwgAnarelrtmawteawma
z RWrm 9m PN SpeegulMeos.is(1)Memeltlwd rpWvnerva.
s Tl,e n;�,¢.anavem¢w.a..eaeaf Ne'.
a VIEW, ePeM¢espwiee.vanea9mmi Qee.Y%O'Mtlt 9mM6N IMN
P ae:4arelwY p�tlWIX4�agM. rami 9,0..65 Y:N�mYxaW
wpn om.wae. Dae mea ereln dum Nw cum
ae00� BDo
BOLT-0M�N�L M1 -0T OET11LL
MOY[E B
STD. PUN 204.40 HERRINGBONE CRATE =STANDARD (STD) GRATE AS REFERENCED ON PUN
SHEETS.
° PUBLIC WORKS RECTANGULAR M. P11N W4A9
DEPARTMENT HERRINGBONE ORATE MARCH moo
OWNERIOUSELLIFER CITY OF RENTON
AS—BUILT IKEA PROPERTY INC �y DEPARTMENT OF PUBLIC WORKS
AS -BUILT DATED: 12-15-2017 �P�oI STA 5fRLe0 CCONSHOHO420 ALAN CK ND PA 19428
G q�S
CONSTRUCTION MANAGER mP ,�Z DRAMGE NOTES AND DETAILS
yg ,`AL OA7�p CHECKED F� � ,E s, CONTACT: DWIGHT E. SLATONER
CITY OF RENTON, NAVD 88 TO CRY STANDARDS P. (BIO) 831-OIBP, CELL �]-549-46]3
Approved by: Dote 4AtO'�E
E: DMDHd.TNLeRFALDu IKEA REDEVELOPMENT RENTONg ViCIIYOF BENCHMARE(NTON CONTROL Approved by: Wte �� `ap .L RAR�GHMISEN CONSULTING ENGINEERS 2 ? CFB�� 6/it/2015 FLEN0. Ui$001;
POINT N0. 1864 WAS HELD Approved by: Dale DRAWN
I'l 18215 72ND AVENUE SOUTH KENT, �G4 0�y
FOR ELEVATION, BEING p WA 99032 TrNc eN ao g1eCK® Jsc eCPIE NA RElDI1001( 1
19.488 FEET (NAVD88) Approved by: Date-�'; CONTACT: JAY GRUBB, BE
(425)251-6222 affT CZ.J aP'
R-3847135
aDO
savi NOM O
PwatlatxaN�mPOre NI ymtlulY Wawa
wW d¢MY h d0.... luatlm dMMwn&W
ae. a:am:a elrtr..N xmrearaa,aem,
a NumeRm NaordrgaengmareawmbWeP
Iwaneabawp3
3 R+armsmwad sP.a:l®Yx aaRfslz)m,adaq,4
nwmmeaY
♦ Fa FrBreaelma. aea gNaReabn
$WaN PIn 10YF9.
vv
2DARER
nm.xQ vv®vv� v
ari
PUBLIC WORKS RECTANGULAR SOLID MD. PIdN EGLSO
DEPARTf1ENT METAL COVER
MARCH 2008
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN
CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM
CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND
RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A
BEFORE YOU DIG FIELD SURVEY BY BARCHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017.
THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS
O q WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PUNS AND THE DOCUMENTED FIELD
z 811 REVISIONS AND FUNCTION AS INTENDED.
(je)
r
iERNH [�
ieSEE
'• BOLT-0OWNROIOTCEl4L
NOTES
PMie rvaN 1 Ne Mw Pet.re M1a11y W,N
wPmemm mme n.:.<. mevlmmRawn aaewta
ILOLIETNC aacRdrte aaaNnu.
¢. Raxm PmwaN sa�lr ae"Pos+Na a•mopoaa.wYR.m.nm
�aheoNym»yem veNcelrueelowtlorn
•VNeaanenrM¢pe4lee,mwpabseM1eAm Yrotl wlM1amnaeN M1ame
PPabTd wsy.gulW.artlrtWer. Wva panaMnaEu.Ymma
.'Awaao.e,oaae.Oae wl.a reYeN maeaarta
PUBIdC WORKS RECTANGULAR R4DIRECTIOMAL M. PLAN - 904080
a DEPARTYRNP VANED GRATE NAECH 2008
!F
d \
❑I
NOTES
Tm �xama, reY
z OTES ab¢In ale pate Neloe vaYeWWrm xMn PeMnInure Rene.
WmYn aleoFeantlon.e�Y,mnwgAnarelrtmawteawma
z RWrm 9m PN SpeegulMeos.is(1)Memeltlwd rpWvnerva.
s Tl,e n;�,¢.anavem¢w.a..eaeaf Ne'.
a VIEW, ePeM¢espwiee.vanea9mmi Qee.Y%O'Mtlt 9mM6N IMN
P ae:4arelwY p�tlWIX4�agM. rami 9,0..65 Y:N�mYxaW
wpn om.wae. Dae mea ereln dum Nw cum
ae00� BDo
BOLT-0M�N�L M1 -0T OET11LL
MOY[E B
STD. PUN 204.40 HERRINGBONE CRATE =STANDARD (STD) GRATE AS REFERENCED ON PUN
SHEETS.
° PUBLIC WORKS RECTANGULAR M. P11N W4A9
DEPARTMENT HERRINGBONE ORATE MARCH moo
OWNERIOUSELLIFER CITY OF RENTON
AS—BUILT IKEA PROPERTY INC �y DEPARTMENT OF PUBLIC WORKS
AS -BUILT DATED: 12-15-2017 �P�oI STA 5fRLe0 CCONSHOHO420 ALAN CK ND PA 19428
G q�S
CONSTRUCTION MANAGER mP ,�Z DRAMGE NOTES AND DETAILS
yg ,`AL OA7�p CHECKED F� � ,E s, CONTACT: DWIGHT E. SLATONER
CITY OF RENTON, NAVD 88 TO CRY STANDARDS P. (BIO) 831-OIBP, CELL �]-549-46]3
Approved by: Dote 4AtO'�E
E: DMDHd.TNLeRFALDu IKEA REDEVELOPMENT RENTONg ViCIIYOF BENCHMARE(NTON CONTROL Approved by: Wte �� `ap .L RAR�GHMISEN CONSULTING ENGINEERS 2 ? CFB�� 6/it/2015 FLEN0. Ui$001;
POINT N0. 1864 WAS HELD Approved by: Dale DRAWN
I'l 18215 72ND AVENUE SOUTH KENT, �G4 0�y
FOR ELEVATION, BEING p WA 99032 TrNc eN ao g1eCK® Jsc eCPIE NA RElDI1001( 1
19.488 FEET (NAVD88) Approved by: Date-�'; CONTACT: JAY GRUBB, BE
(425)251-6222 affT CZ.J aP'
R-3847135