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214480-0845
MISSION WEST FOUNDATION � � / \
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\ KING COUNTY PROPERTY
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Mi AVE S
PAVING PLAN NOTES
1 CAUTION: POTENTIAL UTILITY CONFLICT. VERIFY (POTHOLE) EXACT
LOCATION AND DEPTH OF EXISTING UTILITY. SEE ORDER OF WORK.
2 EXISTING UTILITY TO BE REMOVED/RELOCATED BY OTHERS. COORDINATE
WORK WITH UTILITY REPRESENTATIVE. SEE GENERAL NOTE 2, SHEET
1 /G-1.
3 EXISTING UTILITY VAULT, MANHOLE, OR FIRE HYDRANT TO BE ADJUSTED
TO GRADE BY OTHERS. COORDINATE WORK WITH UTILITY
REPRESENTATIVE. SEE GENERAL NOTE 2 SHEET 1/G-1.
4 PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT DURING
CONSTRUCTION. SEE GENERAL NOTE 2 SHEET 1/G-1.
5 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLANS 101 AND 103. SEE SHEETS 23/RD-9 AND 24/RD-10.
6 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102. SEE
SHEET 23/RD-9.
7 CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS
104.1, 104.2, AND 104.3. SEE SHEETS 25/RD-11 AND 26/RD-12.
8 CONNECT NEW STORM PIPE TO EXISTING CATCH BASIN. CORE DRILL IF
KNOCK OUT IS NOT PRESENT.
9 CONNECT EXISTING PIPES TO NEW CATCH BASIN.
10 ADJUST EXISTING CATCH BASIN TO GRADE PER STD. PLAN 101.1, SEE
SHEET 24/RD-10.
11 ADJUST EXISTING CATCH BASIN TO GRADE AND FURNISH AND INSTALL
FRAME AND SOLID LID.
12 ADJUST EXISTING SEWER MANHOLE TO GRADE PER STD. PLAN 106, SEE
SHEET 22/RD-8.
13 ADJUST EXISTING WATER VALVE BOX OR WATER MANHOLE TO GRADE PER
STD. PLAN 330.1, SEE SHEET 13/WD-3.
14 EXISTING GAS VALVE BOX TO BE ADJUSTED TO GRADE BY OTHERS.
COORDINATE WORK WITH UTILITY REPRESENTATIVE.
15 ADJUST EXISTING WATER METER BOX TO GRADE PER STD. PLAN 320.1,
SEE SHEET 11/WD-1.
16 CONSTRUCT CURB RAMP PER DETAIL(S) SHEET 27/RP-1 TO 31/RP-5.
17 CONSTRUCT SIDEWALK END RAMP PER DETAIL SHEET 20/RD-6.
18 CONSTRUCT TRAFFIC CURB AND GUTTER FOR PEDESTRIAN REFUGE ISLAND
PER DETAIL SHEET 20/RD-6. SPILL CURB NOTED.
19 ADJUST MONUMENT CASE AND COVER TO GRADE PER THE SPECIFICATIONS
AND STD. PLAN HR-04, SEE SHEET 22/RD-8.
20 CONSTRUCT LANDSCAPE BLOCK WALL PER DETAIL SHEET 26/RD-12.
21 CONSTRUCT CONCRETE DRIVEWAY REPAIR.
22 INSTALL BUS PAD PER DETAIL SHEET 26/RD-12.
23 INSTALL PERMANENT VIDEO DETECTION PER THE SPECIFICATIONS.
24 ABANDON EXISTING STORM STRUCTURE AND STORM PIPE PER THE
SPECIFICATIONS.
25 REMOVE PAVEMENT TO TRENCH PATCH JOINT, 4' TO 5' WIDTH.
PAVEMENT REPAIR PER STD. PLAN (MOD) - 103, SEE SHEET 23/RD-9.
26 SAWCUT AND REMOVE 12" WIDTH CONCRETE SIDEWALK. TEMPORARY
RESTORATION PER COR STD. PLAN - 103 (MOD), SEE SHEET 26/RD-9.
27 SAWCUT CURB AND GUTTER TO NEAREST FULL JOINT AND PROVIDE CLEAN
EDGE.
— — — — — — — — — — T�404319
\ LAKERIDGE DEVELOPMENT
\ #214480-0851
20' 10' 0 20' 40' 0 1" 2"
\
SCALE: 1"=20' TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
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SHEET.17/RD-3
OF: 70
JOB NO.: 17534
DWG: PAVE