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BEFORE YOU DIG 33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
SYM REVISION BY APPROVED DATE
- APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18
A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18
SYM
MATCHLINE, SEE SHEET C83R
MATCH LINE, SEE SHEET C81 R
REMOVAL
REVISION
BY I APPROVED I DATE
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APPROVED BY DEPT. I DATE JLC
)AIL SUBTITLE
06/08/18
06/08/18
06/08/18 TITLE
I F-(_F-NIn
ABANDON UNDERGROUND UTILITY
REMOVE UNDERGROUND UTILITY
r — REMOVE ALL ABOVE GROUND AND
BURIED UTILITIES ABOVE AND ADJACENT
TO PILE SUPPORTED STRUCTURE
GENERAL NOTES
0 O O
EXISTING BULKHEAD
o 0 o STRUCTURE
PROJECT LIMITS
1. ALL UTILITIES IDENTIFIED TO BE ABANDONED WITH A DIAMETER 8" OR LARGER, SHALL BE FILLED WITH
CDF. SEE NOTES ON SHEET G02.
2. REMOVE EXISTING ALL CONCRETE PAVEMENT WITHIN PROJECT LIMITS AS APPLICABLE. PAVEMENT REMOVAL
SHALL BE TO NEAREST PANEL JOINT AT BOUNDARIES, SAWCUT AS NECESSARY. SEE SHEET G08 FOR
OVERALL EXISTING PAVEMENT THICKNESS PLAN.
3. SEE LANDSCAPE PLANS FOR LIMITS OF INVASIVE SPECIES REMOVAL AND LIMITS OF PLANTING AND
IRRIGATION REMOVAL/REPLACEMENT.
4. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM
1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM
CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60
FEET.
5. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE
TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC
APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE
OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION.
6. REFER TO CHANNELIZATION PLANS FOR SIGN REMOVAL AND RELOCATION.
SEE STRUCTURAL PLANS FOR PHASED PILE SUPPORTED STRUCTURE REMOVAL. PROVIDE AND
PROTECT SHORING FOR EXISTING STRUCTURES TO REMAIN
AS SHOWN ON STRUCTURAL PLANS. SEE
SUBGRADE
IMPROVEMENT PLANS FOR PROPOSED DEPTHS
OF EXCAVATION. REMOVE ALL ABOVE
GRADE AND
BURIED UTILITIES ON AND ADJACENT TO PILE
SUPPORTED STRUCTURE.
SEE SECTIONS
ON SHEET C500-5A FOR ADDITIONAL UTILITY REMOVAL DETAILS. FOR ESTIMATION
PURPOSES,
UTILITY CONDUIT/PIPE TO BE REMOVED IN THE PILE SUPPORTED STRUCTURE AREA IS
KNOWN TO
INCLUDE:
• f 73
LF ABOVE GROUND INSULATED WATER . f
40 LF 4" STORM
• f 81
LF ABOVE GROUND DATA/COM 0 f
20 LF 6" STORM
• f 378
LF BURIED POWER 0 f
50 LF 8" STORM
• f 142
LF BURIED 3" WATER 0 f
25 LF 12" STORM
• f 15
LF BURIED 6" WATER
DNSTRUCTION NOTES
REMOVE EXISTING SURFACE MOUNTED WOOD
BULLRAIL - 26 LF
REMOVE EXISTING HARDSTAND. SEE ALSO
SHEET C81 R.
REMOVE AND SALVAGE CONCRETE BARRIER. TO
REMAIN PROPERTY OF BOEING. CONTRACTOR
TO COORDINATE WITH BOEING FOR STORAGE
LOCATION - 300 LF
REMOVE EXISTING SURFACE MOUNTED UTILITY
ABANDON UNDERGROUND UTILITY
REMOVE EXISTING BOLLARD - 5 EA
PROTECT EXISTING VALVE AND ADJUST TO
GRADE
REMOVE EXISTING ASPHALT PAVEMENT
REMOVE EXISTING ASPHALT OVER CONCRETE
PAVEMENT
REMOVE EXISTING AIR VAULT
EXISTING VEGETATION REMOVAL AND
REPLACEMENT PER HABITAT PLANS
REMOVE EXISTING GROUND ROD AND WIRE
- 10 EA
REMOVE EXISTING WATER VAULT - 4 EA
REMOVE TREE PER LANDSCAPING PLANS
DECOMMISSION EXISTING MONITORING WELL IN
ACCORDANCE WITH WAC 173-160-460
- 13 EA
REMOVE
- 6 EA
REMOVE
CIVIL PERMIT
CIVIL SITE REMOVAL PLAN
r_�,Salle] 1■son IIIato= 1:0011111to] : I
RENTON SITE
18 REMOVE EXISTING STORM DRAIN MANHOLE
-3EA
1 g REMOVE EXISTING CATCH BASIN - 3 EA
REMOVE EXISTING STORM DRAIN VAULT
20 - 2 EA
21
REMOVE EXISTING UTILIDOR -
135
LF
22
RELOCATE EXISTING BUILDING
AND
RAMP (BY
OTHERS)
23
REMOVE
EXISTING
CONCRETE PAVEMENT, SEE
GENERAL
NOTE 2.
24
REMOVE
UNDERGROUND UTILITY
25
PROTECT
EXISTING
CATCH BASIN AND ADJUST
RIM TO GRADE
26
PROTECT
EXISTING
FIRE LINE
27
PROTECT
EXISTING
POWER MANHOLE
28
PROTECT
EXISTING
WATER LINE
29
SALVAGE
EXISTING
FIRE LINE PRV
30
PROTECT
EXISTING
STORM
31
PROTECT
EXISTING
PRV DISCHARGE LINE,
RISER AND BOLLARDS
32
REMOVE
EXISTING
SIGN, SEE GENERAL NOTE 6
33
REMOVE
EXISTING
OUTFALL
KEY PLAN
SCALE: N.T.S.
R-401320
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
atowler 12/20/2018 +
W4700331 J" "' A ""' ` 10/01 / 18
C82 R CO3.
JOB NO. COMP NO.
W4700331
RENTON, WA DWG N0. 4—APRON—R—C82R
CIVIL MASTER
SITE