The URL can be used to link to this page

Home My WebLink AboutT-22921C8. REFER TO MANU A TC 1 +11.62 1 MANUAL AND SPECIFICATIONS FOR INSTALLING END WALL (5 SEGMENTAL CONCRETE RETAINING WALL. 9. CONTRACTOR MUST WORK WITH PUGET POWER 1 ,)T 51 G„ CONC. RETAINING WA TO RELOCATE POLE DURING WALL CONSTRUCTION. KEYSTONE WALL OR 10. AN EXISTING WATER LINE IS APPROXIMATELY APPROVED EQUAL - LOCATED UNDER THE PROPOSED KEYSTONE WALL. WHITE THERMOPLASTIP F THE CITY WILL RELOCATE THE WATER LINE AWAY CROSSING SYMBOL (TYP. FROM THE WALL ONCE ITS LOCATION HAS. BEEN L_. TIED DOWN BY SURVEY. TC 1 +08.03 A.P. (29.01' RT) C.D.HILLMAN'S HOUSE g37 LAKE WASHINGTON GARDEN OF EDEN R15 -1 (RELOCATE) ADDITION TO SEATTLE NO.2 LOT 52 31 -1 (RELOCATE) (SEE NOTE 4)—� BLOCK 4 X11/ VOLUME 11, PG. 64 TC 1 +02.01 A.P. 9.95' R /T) TC 1 +03 3' RT.) HE W1 -7 i TC 1 +12.05 LOT 5.3 RELOCATE UTIL "TY POLE (BY -0 . S) - -- - - -Fate 114 I r a1 \ - - 1._ +02.01 A.P ". 9.95 LT HOUSE I RELOCATE /EXISTING 7C„ MAIL BOX /STAND HIND UARDRAIL LOT 54� - - - -- a1 rvNr. CAP / / -. - _ , ,' i• ASPHALT TC 1 +113 340 L IT R15— R1 X NG (TYP EXISTING BNRR RAILROAD TRACKS 35' 9' 1 2' 20 1 4' 4' 4 1 BEAM GUARDRAIL HYDROSEED TYPE 1 4" CRUSHED SURFACE TOP COURSE n n KEYSTONE WALL 2N'1 CEMENT CONC. RR XING OR APPROVED EQUAL (BY OTHERS) 8' MAX. 3' ASPHALT CONC. CL. B. (SEE NOTE 8) / EXISTING SLOPE — / GRAVEL BACKFILL FOR WALLS PER 9- 03,12(2) GEOGRID PLACED AND COMPACTED IN 8" LIFTS. R by REINFORCEMENT ¢ (SEE NOTE 8) TYPICAL SECTION ON TC LINE dl V BEGIN W ALL--(-SE E'NOTE�B)' r - -- o p BEAM GUARDRAIL / LOT 55 TERMINAL END f - DESIGN G W ITH / >t ( N TYPE 4 ANC OR I �f �r (SEE NOTE k F 2 �aS�w,cl 1 RR r, / C 0 +85.12 LOT 56 -- ' /E D ROCKER I 88+63 A.P. e3 TC 1 +12.05 LT. I / R1 6ATE) It SAWCUT AND MATCH EXISTING R1- ( E 0 ATE) 0 4) /4„ �EMOVf D I/ / OCKE Y/ ; / T, PEI VEr�,E JP ( r / TC 1 +0.17 (89.9/1-TV t r BEGI ROCKERY .(SEff N, T j� , 7,P�J- 4i -�z9t VIEW: PLOT i DATE.: 11/28/95 09:55am DWG NAME: C \TRANS \1837013 \CROSSPLN.DWC JOB NO. 1837013 / / 6 4. P 701 p A w 4' / w / 5.11 i RT.) �Z q O� f ASPHALT � � N i / / / / v ' 1 ' / 25'R ®3� f 18" WHITE S1. EE (EXISTING) / y SHEET 2 FOR TYPICAL ROADWAY SECTION. 0 SAN. SEWER MANHOLE t MONUMENT IN CASE ❑ 2 P 7' T. ) S E N T 7 /� / 25'R 2. CONTACT ALL UTILITY COMPANIES INVOLVED, / CONCRI,I STORM DRAIN MANHOLE BEFORE DIGGING AND FIELD VERIFY ALL EXISTING .� WATER METER c�AINUNK R/R CROSSING SIGNAL UTILITY LINES. +� / / �LEII Y L 0 YP� 11 & 2#i �-s 3. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC f �ANE'4RK, �/ GAS VALVE FOR SEDIMENT CONTROL AT EXISTING CATCH BASINS / 1 I ASPri A LT zh AS REQUIRED. GARAGE f ,/ 4. REMOVE AND RELOCATE EXISTING SIGN AND POST. - - - 3 i °, INSTALL SIGN R1 -1 BELOW SIGN R15 -1 ON SAME POST. TC 1 +04.63 ,/ 8.10' RT 5. SEE SHEET 21 FOR LAKE WASHINGTON BLVD. LOT 50 SAWCUT AND IMA TCH / 4 IMPROVEMENT. Y. EXIST :NG / — — EXISTING R/W 5. SEE CITY OF RENTON STANDARD PLAN CO27 BEAM GUARDRAIL - J covcRETL A , TEST HOLE AND C034. TERMINAL END - - - 25 DESIGN G WITH ; 7. FOR ROCKERY DETAILS SEE CITY OF RENTON TYPE 4 ANCHOR STANDARD PLAN D017. (SEE NOTE 6) F CTURER'S CONSTRUCTION 8. REFER TO MANU A TC 1 +11.62 1 MANUAL AND SPECIFICATIONS FOR INSTALLING END WALL (5 SEGMENTAL CONCRETE RETAINING WALL. 9. CONTRACTOR MUST WORK WITH PUGET POWER 1 ,)T 51 G„ CONC. RETAINING WA TO RELOCATE POLE DURING WALL CONSTRUCTION. KEYSTONE WALL OR 10. AN EXISTING WATER LINE IS APPROXIMATELY APPROVED EQUAL - LOCATED UNDER THE PROPOSED KEYSTONE WALL. WHITE THERMOPLASTIP F THE CITY WILL RELOCATE THE WATER LINE AWAY CROSSING SYMBOL (TYP. FROM THE WALL ONCE ITS LOCATION HAS. BEEN L_. TIED DOWN BY SURVEY. TC 1 +08.03 A.P. (29.01' RT) C.D.HILLMAN'S HOUSE g37 LAKE WASHINGTON GARDEN OF EDEN R15 -1 (RELOCATE) ADDITION TO SEATTLE NO.2 LOT 52 31 -1 (RELOCATE) (SEE NOTE 4)—� BLOCK 4 X11/ VOLUME 11, PG. 64 TC 1 +02.01 A.P. 9.95' R /T) TC 1 +03 3' RT.) HE W1 -7 i TC 1 +12.05 LOT 5.3 RELOCATE UTIL "TY POLE (BY -0 . S) - -- - - -Fate 114 I r a1 \ - - 1._ +02.01 A.P ". 9.95 LT HOUSE I RELOCATE /EXISTING 7C„ MAIL BOX /STAND HIND UARDRAIL LOT 54� - - - -- a1 rvNr. CAP / / -. - _ , ,' i• ASPHALT TC 1 +113 340 L IT R15— R1 X NG (TYP EXISTING BNRR RAILROAD TRACKS 35' 9' 1 2' 20 1 4' 4' 4 1 BEAM GUARDRAIL HYDROSEED TYPE 1 4" CRUSHED SURFACE TOP COURSE n n KEYSTONE WALL 2N'1 CEMENT CONC. RR XING OR APPROVED EQUAL (BY OTHERS) 8' MAX. 3' ASPHALT CONC. CL. B. (SEE NOTE 8) / EXISTING SLOPE — / GRAVEL BACKFILL FOR WALLS PER 9- 03,12(2) GEOGRID PLACED AND COMPACTED IN 8" LIFTS. R by REINFORCEMENT ¢ (SEE NOTE 8) TYPICAL SECTION ON TC LINE dl V BEGIN W ALL--(-SE E'NOTE�B)' r - -- o p BEAM GUARDRAIL / LOT 55 TERMINAL END f - DESIGN G W ITH / >t ( N TYPE 4 ANC OR I �f �r (SEE NOTE k F 2 �aS�w,cl 1 RR r, / C 0 +85.12 LOT 56 -- ' /E D ROCKER I 88+63 A.P. e3 TC 1 +12.05 LT. I / R1 6ATE) It SAWCUT AND MATCH EXISTING R1- ( E 0 ATE) 0 4) /4„ �EMOVf D I/ / OCKE Y/ ; / T, PEI VEr�,E JP ( r / TC 1 +0.17 (89.9/1-TV t r BEGI ROCKERY .(SEff N, T j� , 7,P�J- 4i -�z9t VIEW: PLOT i DATE.: 11/28/95 09:55am DWG NAME: C \TRANS \1837013 \CROSSPLN.DWC JOB NO. 1837013 / / 6 4. P 701 p A w 4' / w / 5.11 i RT.) �Z q O� f ASPHALT � � N i / / / / v ' 1 ' / 25'R ®3� f 18" WHITE THERMOPLASTIC i STOP BAR (TYP.) �A TC 0 +00 = LW 163 +10.88 4" BROKEN WHITE PAINT STRIPE IC31610�J LEGEND ,PROPOSED) MAIL BOX NEW OR RELOCATED SIGN AND POST Cn= WALL GUARDRAIL EXISTING PAVEMENT TO BE REMOVED LEGEND (EXISTING) TC 0 6 T7 y GUARD POST 0 SAN. SEWER MANHOLE t MONUMENT IN CASE ❑ 2 P 7' T. ) S E N T 7 /� / 25'R r .1 LT' / @ STORM DRAIN MANHOLE T. 10 00'/iL T .� WATER METER , R/R CROSSING SIGNAL N4 �AN S�TRIPE�, +� / / �LEII Y L 0 YP� 11 & 2#i �-s WATER VALVE f �ANE'4RK, GAS VALVE / 1 I POWER VAULT zh TRAFFIC SIGN UTILITY POLE r SIGN - UTILITY POLE ANCHOR G 3 i °, 1 r TRAFFIC SIGNAL POLE W \LUM. TELEPHONE VAULT TRAFFIC DETECTOR xa THERMOPLASTIC i STOP BAR (TYP.) �A TC 0 +00 = LW 163 +10.88 4" BROKEN WHITE PAINT STRIPE IC31610�J LEGEND ,PROPOSED) MAIL BOX NEW OR RELOCATED SIGN AND POST Cn= WALL GUARDRAIL EXISTING PAVEMENT TO BE REMOVED �_�2�2'CpF y 0 0 0 20 SCALE FEET of `g`90NAL r' BASIS OF DATUMS EXPIRES 11 /6/96 CITY OF RENTON LAKE WASHINGTON BLVD. AERIAL CITY OF RENTON J MAPPING PROJECT ( MARCH 1992 ) HORIZONTAL: KING COUNTY AERIAL SURVEY DEPARTMENT OF PUBLIC WORKS VERTICAL: U.S.C. & G.S. ZW%k ALPHA Engineering Group, Inc. I Np, I REV181DN BNRR TRACK CROSSING AND TURNAROUND (LID) GRADING, PAVING & CHANNELIZATION PLAN DESIGNED: A.M. DATE: 7/7/95 FILE NAME: CROSSPL DRAWN K.B. CHECKED: M.A. SCALE: 1" = 10' oRAwixc xo. 6Y APPR. DATE APPROVED: SHEET: 53 OP: 53 LEGEND (EXISTING) SAN. SEWER CLEANOUT GUARD POST 0 SAN. SEWER MANHOLE ff> MONUMENT IN CASE ❑ STORM DRAIN CATCH BASIN 9, ELEC. JUNCTION BOX STORM DRAIN CULVERT TRAFFIC JUNCTION BOX @ STORM DRAIN MANHOLE R/R CROSSING GATE E9 WATER METER `Q' R/R CROSSING SIGNAL FIRE HYDRANT - SIGNAL CONTROLLER BOX WATER VALVE GAS VALVE STREET LIGHT ASSEMBLY POWER VAULT zh TRAFFIC SIGN UTILITY POLE SIGN - UTILITY POLE ANCHOR - TRAFFIC SIGNAL POLE TELEPHONE RISER TRAFFIC SIGNAL POLE W \LUM. TELEPHONE VAULT TRAFFIC DETECTOR xa ROCKERY Y. STUMP — — — EXISTING R/W MAILBOXES TEST HOLE �_�2�2'CpF y 0 0 0 20 SCALE FEET of `g`90NAL r' BASIS OF DATUMS EXPIRES 11 /6/96 CITY OF RENTON LAKE WASHINGTON BLVD. AERIAL CITY OF RENTON J MAPPING PROJECT ( MARCH 1992 ) HORIZONTAL: KING COUNTY AERIAL SURVEY DEPARTMENT OF PUBLIC WORKS VERTICAL: U.S.C. & G.S. ZW%k ALPHA Engineering Group, Inc. I Np, I REV181DN BNRR TRACK CROSSING AND TURNAROUND (LID) GRADING, PAVING & CHANNELIZATION PLAN DESIGNED: A.M. DATE: 7/7/95 FILE NAME: CROSSPL DRAWN K.B. CHECKED: M.A. SCALE: 1" = 10' oRAwixc xo. 6Y APPR. DATE APPROVED: SHEET: 53 OP: 53