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4), Ber erABAM
CALL 48 HOURS "
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 C82R
MATCH LINE, SEE SHEET C80R
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
0 0 0 0
EXISTING PILES
0 0 0 0
GENERAL NOTES
r-0 01 r-0-01
EXISTING PILE CAPS
L0 — 0J L0 — 01
0 0 o
EXISTING BULKHEAD
0 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 384 LF ABOVE GROUND INSULATED WATER
• f 439 LF ABOVE GROUND DATA/COM
• f 372 LF BURIED POWER
• f 365 LF BURIED COMPRESSED AIR
• f 371 LF BURIED 3" WATER
• f 372 LF BURIED DATA/COM
• f 101 LF STORM
CONSTRUCTION NOTES
RELOCATE TEMPORARY BUILDINGS. TO REMAIN
PROPERTY OF BOEING. CONTRACTOR TO
COORDINATE WITH BOEING FOR STORAGE
LOCATION
RELOCATE STEEL RAMPS. TO REMAIN PROPERTY
OF BOEING. CONTRACTOR TO COORDINATE WITH
BOEING FOR STORAGE LOCATION
REMOVE EXISTING SURFACE MOUNTED WOOD
BULLRAIL - 329 LF
4� REMOVE EXISTING HARDSTAND - 4 EA
5� REMOVE EXISTING UTILITY STAND - 4 EA
REMOVE AND SALVAGE CONCRETE BARRIER. TO
REMAIN PROPERTY OF BOEING. CONTRACTOR TO
COORDINATE WITH BOEING FOR STORAGE
LOCATION - 160 LF
REMOVE EXISTING ELECTRICAL BOX AND ELBOW
AT BUILDING FACE - 1 EA
:� ABANDON UNDERGROUND UTILITY
REMOVE UNDERGROUND UTILITY
10 REMOVE EXISTING COMMUNICATION BOX - 1 EA
11 REMOVE EXISTING AIR VAULT - 3 EA
REMO�
12 - 1 1
REMO�
13 - 8 1
CIVIL PERMIT
CIVIL SITE REMOVAL PLAN
r_�,Salle] 1■son IIIato= 1:0011111to] : I
RENTON SITE
14 REMOVE EXISTING WATER VAULT
- 1 EA
15 REMOVE ABANDONED WATER METER BOX
F�
1 EA
16
REMOVE
EXISTING
CATCH BASIN - 2 EA
17
PROTECT
EXISTING
PIV AND CONNECTION TO
EXISTING
MAIN -
3 EA
18 PROTECT EXISTING DOMESTIC HYDRANT AND
CONNECTION TO MAIN - 1 EA
19 PROTECT FIRE SYSTEM HYDRANT AND
CONNECTION TO MAIN - 2 EA
20 PROTECT EXISTING STORM
21 REMOVE EXISTING BOLLARDS - 11 EA
22 REMOVE EXISTING SIGN. SEE GENERAL
NOTE 6
23 REMOVE EXISTING CONCRETE PAVEMENT, SEE
GENERAL NOTE 2
24 PROTECT EXISTING VALVE AND ADJUST TO
FINISHED GRADE
25 REMOVE EXISTING OUTFALL
KEY PLAN
SCALE: N.T.S.
R-401319
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
atowler 12/20/2018 +
W4700331 J" "' A ""' ` 10/01 / 18
C81 R CO2
JOB NO. COMP NO.
W4700331
DWG NO.
RENTON, WA 4—APRON—R—C81 R
CIVIL MASTER
SITE