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1 DEMOLISH EXISTING PAVEMENT AND EITHER GRIND AND REUSE AS PER GEOTECWMCAL ENGINEERS DIRECTION OR DISPOSE1
OF OFF-SITE AT APPROVED
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(D DEMOLISH CURB AND DISPOSE OF OFF-SITE.
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PHASE 9
CONSTRUCTION `
ENTRANCE
PROTECTIt
O N CALLOW
C&LOUM
1 DEMOLISH EXISTING PAVEMENT AND EITHER GRIND AND REUSE AS PER GEOTECWMCAL ENGINEERS DIRECTION OR DISPOSE1
OF OFF-SITE AT APPROVED
CD
CONTRACTOR TO INSTALL PERIMETER PROTECTION (TEMPORARY SILT
LOCATION
(D DEMOLISH CURB AND DISPOSE OF OFF-SITE.
FENCE, MIRaA FI 100X, OR EQUIVALENT) AROUND PERIMETER OF SITE
AS REQUIRED TO PREVENT SILT -LADEN RUNOFF FROM LEAVING SITE,
m
AMD AS DIRECTED BY CITY INSPECTOR. SILT FENCE SHALL
3 EXISTING ELECTRICAL SERVICE AND LOT LIGHTS TO BE REMOVED, AND DISPOSED OF OFF SITE.
PROIMDED ON ALL DOWNSLOPE PERIMETERS.
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CONTRACTOR TO INSTALL TEMPORARY CATCH BASIN PROTECTION AT
4 REMOVE EXISTING VEGETATION AND DISPOSE OF OFF-SITE.
ALL EXISTING AND PROPOSED CATCH BASAS AS REQUIRED TO
PREVENT SILT -LADEN WATER FROM ENTERG STORM DRAINAGE
5 EXISTING SIGN! TO BE DEMOLISHED, REMOVED AND DISPOSED OF OFF-SITE.
SYSTEM, AND AS DUCTED BY CITY INSPECTOR.
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EXISTING STORM DRAINS AND CATCH BASINS WITHIN THE PROPERTY TO BE
6 SELECTIVE DEMOLITION OF PUBLIC FRONTAGE CURDS AND SIDEWALKS TO BE AND REPLACED. SEE SHEETS C1.6-1,
SELECTIVELY DEMOLISHED AS CONSTRUCTION PROGRESSES. PROVIDE INITIAL
C1.6-2, C1.6-3. SEE ALSO P'HAS04G PLAINS.
7 MANHOLE MIO VALVE FRAMES, GATES AND COVERS TO REMAIN AND ADJUSTED TO MATCH F"
SEDIMENT PROTECTION WITH CB INLET PROTECTION. PROVIDE POSITIVE STORM
WATER CONVEYANCE AWAY FROM STOCKPILES, EXCAVATIONS AND WORK AREAS.
GRADE
8 EX. CATCH BASIN TO REMAIN. ADJUST CATCH Br45M1 RIM TO FINISHED GRADE AS NECESSARY.
SEE ALSO STORM DRAINAGE PLANTS.
EX. PAVEMENTS TO BE USED AS A TEMPORARY STAGING AND STOCKPILE AREA.
g EX. FIRE HYD. TO BE REPLACED. SEE C1.7-4. PROVIDE FOE DEPT ACCESS TO FIRE HYDRANTS
DURING DEMOLITION.
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TEMP CONSTRUCTION ENTRANCE AS DETAIL SHT CD -4
10 PLUG EX. 6" SANITARY SIDE SEWER Ir1AMi
MATCHLINE: SEE SHEET CD -1
MATCHLINE: :B ET CD -3
" Mr. 0
CITY OF RENTON, NAVD 88 1 1 m C" WpAvolm
A vovW by: Dote
CITY OF RENTON CONTROL Approved by: Dote
POINT NO. 1864 WAS HELD
AW
FOR ELEVATION, BEING °' by: Dote
19.488 FEET (NAVD88) Awovul : we
GB4ffWm KM
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0 EX. SANITARY SEWER MAMNLI E AND MANHOLES TO REMAIN. CONTRACTOR SHALL POTHOLE OR
OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR
OTHER METHOD.
J&D2 NOT USER
�3 EX. (MATER LINE, (MATER VALVES AND HYDRANTS TO REMAIN. CONTRACTOR SHALL POTHOLE OR
OTHERWISE FIELD VERIFY LOCATION! AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR
OTHER METHOD.
0 EX. UTILITY TO BE SELECTIVELY DEMOLISHED AS CONSTRUCTION! PROGRESSES. CONTRACTOR
SHALL COORDINATE WITH THE OWNER, ENGWER, FIRE DEPARTMENT AS NEEDED TO CONFIRM
NEEDS PRNCJR TO DEMOLITION. CONTRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY
LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD.
El EX. FRONTAGE STREET TREE E RETENTION PLANS. CONTRACTOR SHALL
PROTECT TREE BY PLACING 6' HIAiNi FE BETWEEN BACK
1M�AARY
OF CURB TO EXISTING LIME WITHINN EXISTING LANDSCAPE
MEDIAN. C100001INATE WITH THE CITY, OWNER, AND LANDSCAPE ARCHITECT AS NEEDED TO CONFIRM
TREE NEEDS.
NOTE: DUST CONTROL MEASURES WILL BE APPLICABLE.
IKEA PRWRTY INC
S . GRA 420 ALAN WOOD ROAD
CONSHOHOWN, PA 19426
IN, ,A CONTACT: DOWT E. SLATON
COMSIRUCTION kv^Acm
$10) 8,34 -tilt; CELL 303-50--4623
28527
i�' FFG S T E��� �►�`� N CONSULTING ENGINEERS
ss��NA L E 18215 72ND AVENUE SOUTH KENT,
WA 98032
CONTACT: JAY GRUN, PE
(425)251-6222
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