Loading...
HomeMy WebLinkAboutTED4001893.3g 7 I 6 I 5 4 I 3 I 2 I i J, h W M W W N W U ro'" h W u z E-4 C A- FND "X" IN OUTSIDE RAIL TIE PLATE N. 0.00', E . 0.08' I WOOD STAKE I 1 ( EXST R R RAILS EASEMENT TO CONSOLIDATED FREIGHTWAYS N 10' OF THE W 90'- _ 16 / `EXST CH AINLINK FENCE - 20' UNDERGROUND EXST 12" -WATER EASEMENT i EAST - WEST BASELINE a N 880 25' 03 " W o 0 II I o I� 0 0 0 0 0 N 0 Ln 155.00' 150.00, EaPOWER� --- - /AU LTS j F- S88-25' 03" E--281.25' (P) 281.30'(M)-_ _ - - 10' UTILITY EASEMENT DEi O \2:1 SLOPE (TYP) - o 7A N 0 _ T 0 CB RIM r 18.50 19.00 0 Cd SPCC AREA 19.00 (SEE DETAIL)'< O 0 CB RIM o C B RI of 18.50 18.50 B RIM 19.00 18.50 W Z J W N Q CD W 2 I� �In Om ,o =o �Z O Z I w° II to 27.5043.50I 0B Non 19. 0 to '0 CB RIM 18.50 50 CB RI oZ VC�B 18.50 rn I 0 ` o 0i I I� FOUND REBAR 8 CAP I� HARSTAD LS # 13 N 0.62', W 0.06 Ip I� J_ la IN 0 I 19.00 - 19.00 = 19.00 I � O 5.0 ' 7,5(T.0 41 .75' 36.75' 38.00' 23.00' 0.51HIGH CONC CURB \ N 880 25'03 " W--281.25' (P), 281.30 (M)-- II -1. ASPHALTIC CONCRETE -� a a16 J M 17 CONC TILT -UP BLDG N N� PP 0" LO °I Z SD I � FOUND REBAR W/CAP a I W 5.00, LS 47589 N O.00', W 0.12' - 2.00' ~ 18,00 15.00' 2.00' (] DWM 45. 1 G ' -- - - MH _� SD - - - - _ - CB RIM 50:' B - -- 15. WV r TBM RIM 15,38 �� M WOOD I 0' R SrAKE - ; - - - - - - SD MH I i SPH C6NC i .� Q, w PAVEMENT I` ; Ix 20.00, WIDE e �, ;. Ix DRIVEWAY cD G d I I °" 0 0 C?- 0 ILL! r I 1 I _j I w (SEE /f - _1 1 co NOTEI -^ >: ; 1 U) x - POWER VAULTS (V W H '• S'm N O 15 (TYP, QC`) O=z0 U , 0 0Uj t0 In a O '• I 5.00' 0 (n a 2 , '" G d I o co o CB RIM W W EOBLO K"PAVING (SEE DETAIL- SH2) o ,' o o N I - - SD--- CB RIM - SS", MATCH EXST LANDSCAPIN_G- _ WV _W 1 PR GATES-20'WIDE °coNc (TYP OF 2, SEE DETAIL) . W SID N O 65.00' Ln . o I z i CHAIN LINK FENCE (SEE DETAIL SH 2) I RECOMMENDED 3 FOR APPROVAL BY �..d DAT 31 DAT P FIRE HYD BILL OF MATERIALS QUANTITIES ARE ESTIMATES FOR PUGET POWER USE AND SHOULD NOT BE USED FOR PREPARATION OF BIDS LINE QTY UNIT DESCRIPTION PUGET POWER REMARKS STANDARD CODE 1 3600 CU AGGREGATE FOR BASE COURSE 3112.0361 PREVIOUSLY PLACED 2 500 FAS IT CHAIN LINK FENCE 3112.0211 3 2 PR 10' CHAIN LINK GATES 3112.0211 CW 4 450 Yp ASPHALT PAVING 3114.0347 CLASS "B" 5 6 115 CU YD AGGREGATE, CRUSHED FOR TOP COURSE 3112.0363 7 185 CU YD AGGREGATE, CRUSHED FOR YARD COURSE 3112.0365 8 2 EA CONCRETE DRIVEWAY ENTRANCE CITY OF RENTON STD 9 110 LF !CONCRETE SIDEWALK CITY OF RENTON STD I REMOVE EXST CONC DRIVEWAY ENTRANCE AND REPLACE W/30' WIDE ENTRANCE PER CITY OF RENTON STD. CONSTRUCT NEW SIDEWALK, ACROSS ENTIRE FRONTAGE PER CITY OF RENTON STD. REMOVE 30LIN FT CONC CURB 8 REPLACE `N/30 LIN FT STD CONC DRIVEWAY ENTRANCE PER CITY OF RENTON STD F\ �; •moo GISTE�` 'a�%y70 dAL LEGEND 18.50 INDICATES TOP OF FINISHED GRADE ELEVATION CHAIN LINK FENCE, 7' HIGH ❑ CATCH BASIN (REF ONLY) NOTES: 1. DRIVEWAYS WILL BE GRADED WHEN THE PRELOAD IS REMOVED, USE PRELOAD MATERIAL FOR CONSTRUCTION OF DRIVEWAYS 8 IN FRONT OF STATION. 2. CITY OF RENTON VERTICAL DATUM. 3. SETTLEMENT PLATES SHALL BE INSTALLED IN ACCORDANCE WITH D-5187, PRELOAD PLAN, PRIOR TO PLACEMENT OF FILL. REFERENCE DRAWINGS 0-2914 SITEWORK SPECIFICATIONS D-5187 PRELOAD PLAN D-5175 DRAINAGE PLAN D-5183 SPCC CURB D-5176 FOUNDATION PLAN reduced drawing - do not scale M NODATE /DESCRIP'TIONWO#8704787 18-4-88 REVISE GRADING I • RENTON 05 N SW 23RD ST SW 27TH Sr o 167 w J SUBSTATION SW 34TH Q sr � F- a W VICINITY MAP ♦C �-A GRADING & FENCING VICTORIA PARK SUBSTATION T & D ENGINEERING DRAw1NG No REV No DEPARTMENT D - 5174 S - /3 ��.Q-? POK�E� BELLEVUE, WA SHEET 1 OF 2 - COUNTY SEQ NO FILE NO 'A/ f .S - �- u�' � .. SCALE 1 - 20 MT/4-2 NCKI FEE / 8 -8 Joe No 0768791 KING J a_