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HomeMy WebLinkAboutT-404319Sw� • 16 OH — Lu fi w Lu Lu :14ti 0 00\ O G c� N IQ- z 10 J m H Q m le, Y Ld w Z g 0 a 0 0 0 O N 00 0 3 w w U O U N L C O o_ i m 0 L a C O o) 0 0 0 0 C U O L s 0 0 CD C N 1 O C O C rl rl 0 Z w Of i s = — — — — — — — — — — — — — — — — — — — — nl i I I RENTON AVE S PHU BUI #214480-0775 tfi Ld 13 T T T T T T T T T w T — T U 0 13 T T T T- 3 � I y0 3 21+00 — — — — I — — — — — 22+00 G G G—t I — — — — — I — I — — — — 23+00 I tia 3 \ \ yo -- O N 0\ Q T � T I ` I \ I I MISSION WEST FOUNDATION #214480-0774 T Is D D �— IW -_ m ul W T T T T— to O 19 O 24 d N ul V / / SANDRA AND DAVID / GONZALES / #214480-0776 / / Q I� Z r m z� 10 / T T D D D D — �i0= — TAT—T—T—T T T T T�+OD =T — I 26+0 T T — SANDRA AND DAVID GONZALES #214480-0776 214480-0845 MISSION WEST FOUNDATION � � / \ #214480-0765 \ \ KING COUNTY PROPERTY SERVICES \ / \ #214480-0852 \ / SANDRA AND DAVID \ GONZALES 1 / #214480-0776 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 U Lu of w U1 O z_ O z w O O z U z O U V o N S o F- 0 DLLI w 0 3Q w a 0 0 U Q 0 a a Ld 0 t7 ° z_ v_ E o .20 o c 2 N d� �0. W m 3 a z 0 0 g d LJ N O u 0 ? w N m �' w �a a o d x U m d O m U 6 z z_ U 0 ILL If- z = N w H 3 z LL y z z a z U w v a 0 z Y O z w SHEET.17/RD-3 OF: 70 JOB NO.: 17534 DWG: PAVE