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RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED TO CONSULTANT AND
CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED.
THE INFORMATION WAS NOT INDEPENDENTLY FIELD
VERIFIED. THE CONSULTANT DOES NOT WARRANT OR
GUARANTEE THE ACCURACY OR COMPLETENESS OF THE
INFORMATION SHOWN.
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GENERAL NOTES:
1. APPROXIMATE CLEARING AND GRUBBING LIMITS ARE SHOWN ON THE PLAN.
ACTUAL CLEARING AND GRUBBING LIMITS SHALL BE STAKED BY THE
CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE
CLEARING AND GRUBBING LIMITS SHALL BE PROTECTED OR REMOVED AS
SHOWN ON THE PLANS AFTER APPROVAL BY THE ENGINEER. TREE
REMOVAL IS COVERED UNDER THE BID ITEM CLEARING AND GRUBBING.
2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER
THAT IS NOT DESTRUCTIVE TO THE TREES THAT ARE TO REMAIN.
3. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IN ALL NEW CATCH
BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS
BEFORE COMMENCING WORK PER THESE PLANS. SEE SECTION 8-01.3(15)
OF THE SPECIAL PROVISIONS.
4. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE ACCESSIBLE
PEDESTRIAN PATHWAY AT ALL TIMES, OR AS DIRECTED BY THE ENGINEER.
CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet
1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-8,00-615-91,
UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300
Seattle, Washington 98104
/.\ o D E S Off.
F
\ REsisrER�'° 49442
�STNNAL ENG 211211g NO. REVISION
KEY MAP
CONSTRUCTION NOTES:
O1
PROTECT EXISTING CURB AND GUTTER (OR CURB).
STORM DRAIN INLET PROTECTION PER WSDOT
OINSTALL
STD PLAN 1-40.20-00.
HIGH VISIBILITY FENCE PER WSDOT STD PLAN
OINSTALL
-10.10-01.
O4
REMOVE EXISTING CURB AND GUTTER (OR CURB).
LEGEND OS
REMOVE EXISTING UTILITY POLE (BY PSE).
ID INLET PROTECTION
O
REMOVE EXISTING SIGN AND POST.
0 HIGH VISIBILTY FENCE (HVF)
--+N-- SILT FENCE
----------------- SAWCUT
PIPE REMOVAL
5. SEE ILLUMINATION PLANS FOR ALL LUMINAIRES AND PROTECTION OF
EXISTING FACILITIES.
6. SAWCUT LINES FOR UNDER GROUND UTILITIES ARE NOT SHOWN.
7. REMOVE EXISTING IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED
IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. CAP
EXISTING IRRIGATION LINES AT RIGHT—OF—WAY LINE.
8. ALL EXISTING RAISED PAVEMENT MARKERS, PAINTED LINES, AND PAVING
MARKING SYMBOLS IN CONFLICT WITH THE CHANNELIZATION AND SIGNING
PLAN SHALL BE REMOVED.
9. EXISTING PIPES SHOWN AS TO BE REMOVED ARE TO BE ABANDONED IN
PLACE OR REMOVED AS NEEDED IF IN CONFLICT WITH NEW UTILITIES.
REMOVAL OF EXISTING PIPES IS INCIDENTAL TO OTHER BID ITEMS. EXISTING
DRAINAGE, WATER, AND SANITARY SEWER PIPES LESS THAN 8—INCHES IN
DIAMETER SHALL BE REMOVED AS NECESSARY TO CONSTRUCT PROPOSED
IMPROVEMENTS.
BUSBY
J. BEAN
TID 1 3 17 DID "E_ -
"mD. DEKOEKKOEK
BY DATE APPR "PP-, DE BOLDT
O REMOVE EXISTING ELECTRICAL VAULT.
OREMOVE EXISTING TREE, SEE SECTION 2-01 OF THE SPECIAL
PROVISIONS.
O PROTECT EXISTING MONUMENT.
10 PROTECT EXISTING CABINET/PEDESTAL.
REMOVE EXISTING PAVEMENT
11
PROTECT AND MAINTAIN EXISTING LUMINAIRE.
12
PROTECT EXISTING FIRE HYDRANT.
REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER
13
PROTECT EXISTING DRAINAGE STRUCTURE.
CLEARING AND GRUBBING
14
REMOVE EXISTING DRAINAGE PIPE.
15
REMOVE EXISTING DRAINAGE STRUCTURE.
REMOVALS BY OTHERS
16
REMOVE EXISTING HYDRANT ASSEMBLY AND SALVAGE TO CITY
SHOPS.
17
REMOVE EXISTING SEWER PIPE.
PLANING BITUMINOUS PAVEMENT (2")
�� DATUM
18
19
20
21
22
23
24
25
26
27
SCALE
Q 28
20 0 20 40 29
FEET
30
REMOVE EXISTING SEWER MANHOLE.
REMOVE EXISTING WATER MAIN.
PLUG AND ABANDON EXISTING PIPE.
INSTALL SILT FENCE PER WSDOT STD PLAN 1-30.15-02.
ABANDON EXISTING UTILITY STRUCTURE PER CITY OF RENTON
STD PLAN 400.5.
REMOVE EXISTING ROCKERY.
REMOVE AND REINSTALL EXISTING LUMINAIRE POLE PER
ILLUMINATION PLANS.
USE EXISTING STORMWATER SYSTEM OR CONSTRUCT PROPOSED
CONNECTION TO SUNSET BOULEVARD SYSTEM PER DRAINAGE
PLANS FOR DISCHARGE OF STORMWATER RUNOFF DURING
CONSTRUCTION.
PROTECT EXISTING GAS MAIN
INSTALL TEMP POLE (BY COMCAST/CLINK)
REMOVE EXISTING MAILBOX CLUSTER
REMOVE EXISTING LUMINAIRE
CITY OF CITY OF RENTON 4/2016
:F SUNSET LANE NE IMPROVEMENTS a°°"
RENTON
Planning/Building/Public Works Dept. �W S"P7
SITE PREPARATION PLAN 10 ° 9'