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HomeMy WebLinkAboutR-438113BEGIN REINFORCED CONC. RETAINING WALL C0 41.11' LT. G' 4- Z3.01 ETFZOV1TSKY RD.) C� 31.78'R7 O +3 128 T• AVE. SE.) ro CHORD LENGTH =• 9.6' 41 a2=17-V--03" R=33.5' 42 CHARD LENGTH =10.0 PtPE R"FORCED CONC RETAIMW_- .WALL FOR INTERSECTION OD pETAiLS SEE 1z 5HEET 5 OF 42 TIM PETROVITSKY RD m 6z+z3 R T -1+4I.57 FQ 66+99.67 (PETROVITSKY RD.) GENERAL NOTE (FOR'WALLS) I EXPANSION 'JOINTS FOR WALLS ( TYPE 1 4 TYPE 4) OVERLAP 5PECIFICATIONS , REFER TO 2' MIN. STANDARD PLANS D- 2 it 4 D-29 , WASH. STATE , DEPT. OF TRANSPORTATION, - - A 4 BARS C EVENLY 51RACED ATTACHED To SPECIAL PROVISIONS 21OVERLAP(MIN) I�i'CLR. e 1'-3"TO 1'-60") CHAIN -LINK FENCE,TYPE No• 6(ON CONCRETE RET.WALL) Ir ---_ LOCATION QT Y UNIT STA 48+45 TO STA.4Q+55,ON LEFT 1 1 O LIN, FT. STA.G7+23• TO STA .G9+94 , ON LEFT 27 2 LN. FT. STA .f02+`30 TO STA. 105+ 35, ON LEI<T 285 LIN -FF TOTAL 4e--#- LI N. FT. 430.0 429 . 428.5 4 60 - 667 !� OVEKLAP *4 BARS (EVENLY KK• SPACED Q I'-3" TO I'--G DETA I L__ Wo NOT TO SCALE CHAIN -LINK FENCE TYPE 6 ON CONCRETE RETAUNG WALL, SPACE POSTS TO CLEAR CHAIN -LINK FENCE,TYPF 6 EXPANSION JOINTS ON CONCRETE RETAINING WALL, 2 % MIN. SPACE POST TO CLEAR EXPANSION EXIST. EXIST." EXIST. GROUND, 44 MIN. '``11 GROUND CONC. LINE \ .�. -� 1� c. ma DITCH I'NATIVE MATERIALSu I`-6•, 3"0 DRAIN ABOUT 12 CENTERS 4 6" �i 2 T GFQ'A.VEC B,ACKFIL ABOVE SIDEWALK II 21 FOR WALL - DOUBLE EXPANSION NATIVE MATERIAL I. q#j TOINTS SIDEWALK y 6'WIDE SIDEWALK . �{st'k ,� �, • , FROM STA.67+23 TO STA.73+00'AV 3"M11 -L ON LEFT (SEE PLAN ON SHEET 13 :. t ' GRAVEL. BACKFI OF 4?_SHEhT 15 OF 42) e FOR DRAIN GRAVEL '1'WIDE SIDEWALK VARIESBAC6 "O UNDERDRAIK PIPE ��IREE � FOR W L_L FOR WALL ON LEFT SEE PLAN ON SHEET Z0FROM STA.10Z+50 TO 35 PROWALL PROFILE ON THIS SHEET ) 3" 0 DRAWS ABOUT OF 42 4 SHEET 21 OF 42) REINF, CONC. RETAINING 6 govE SID WALK WALL ZY PE 1 DETAIL OVARIES STA. 4 8+ �4 5 TO STA.49+55 (ON LT.) . DOUBLE 6"�UNDERDRAIN PIPE 9� 6"MIN EXPANSIONSOINTS SIDEWALK � � m 8 o +vi_nw:�rL�_ •ate .ii L = O+ O ( 128TH AVE. 51-.) Z _ 426.9 4\4�� +� � 'GRAVEL SACKFIl.L • 424;5 CONC. LINEDITCH-- P' 425.0 425.1 • PLAN DETAIL 5.3 'j0 �Jk• Eta 4ZS.0 Y FOX DRAIN VARIES GALE : i = 0 ► •�. �0 �� ����� 4ZZ 3 424.1 (SEE WALL 42 3��•S ,ti D���'l;� 423.Z PROFILE ON . 18.9' 18.9, 18.2' 1-1.9, 422'4 MATCK ASPH. LINE ���) G� Jk p °` THIS SHEET) 191, iT.`I" 17'I \ DITCH W1 CONC. ` ,I *��� ti;�� �`` 4f4.5 / CONC. LINE DITCH 4ZLI REI N>~ CONC. RETAINING - U5.5 15.0 LINE DITCFI P Ik 17.9' 18.4' &AkR �a��� \ WALL TYPE 4 DETAIL 13.4 419.�„J' 419.000NST. ASPH. LINE DITCH '� GJ � TO DRAIN WATER TO G.B. 16.4` ! 6.4. ! 3.4' y • ,rlt� �� WARP ASPH. AROUND 4149 f 6.4' 149, 10.5' 10.5 33 •s,, A L\ `� STIAI. i� Z r.�' 0 T0 STA. 1 05 "I`35 .ON LEFT C. H ASPH. EN 6"O UNDER PIPE lb. �'�.• g, P o 123 15.0' 16,6' Ib.b' f6.s + " " �, G• >� a � M�riCH ASPH. I1.3 I8.0 5TA. 67+23 To STA. 69+94 A ONLF:FT B., 4 MATCH STA.68+3B (ONLT.) 5TA. 40 0K>rTJ 4 BEGIN 6 0 DRAIN PIPE -1,+5 ti k� Qti L►Nr= DITCH W/ 8.5 - , PlrCH WICONC. LINE DITCH 12,E 127' 1.E. 413. 77 Z•1;.A1 3.77 TOP BACK OF 5IDEVJALK LINE ALONG FAZE OF WALL 5�ti COLIC. LINE END 6 1�I PIPE IT.0 189 t8.0' 17.7 .2 ' T.671 ZO P!"7 - E 6' QS�DRAIN PIPE - n L 4 BEGIN o lil+�I�EI�DR PI PE+30 "A , f i•I' \ 414.9 EQ 43 4 L ( TRO.) q,r q.2 BEGIN 6 o UNDERDRAIM PlP � 2.8 % 154 LIN. FT, G � UNDER DRAIN PIPE. &.5 90 71 + 32 A MA CH A`�PH. LINE 30.Z4'R7 0+37.52 0Z8l 5E.) pIP� _� I CONST. ASPH. LIFE D1T'CH i.E.412.60 LflTCI W GONC. LINE ��` TO DRAIN WATER ToC.a. "10LIN.FT.-60 uNDERD I.E.4I11.SD ►5a DITCH ITCH '` �0 Q'�� C.B.Z, GRATE 411-SZ 6.3' IN,�rT.' 6r u�_Rf L I 116 �- f I I I C BARP ASPH. AROUND - - - J 16.5 P I.E.414.45 (6 II�iDER- r ° p DRAIN PIPE), I.E.4".66 1 4U1,0 C:)( \ 410.7 x�0.��. �'J k_e (12"'0 CULV.) 411.9 ,� � � U�t/g 124 ` •13 P 0 � (SEE PLAN ON SHEET I I � � 41I.1 \411.4 10 LIN- FT - 6 � 4 iD.o � � -8 IN. - A,r_ONG 13.4 .�, _O�k L6 ti• � o f4 OF42)!� Q ¢ URATR PIPE _ 408.50 ��N CRv��N DACE o'er JyA1, SID"� 11NDFRDRAIN 3LIN. FT. 6 0D 409.E @ 4. PIPE4 814IN b ¢ Cl. PIPE @ 2.B% & 408.6 �•09•I DETAIL"A" + 6 LIN.FT:-6"o o 4010 ~� Alai PIPE 4.2 z-1 FOR THESE TWO PANELS OF WALL, SEE PLAN BET ON TH1$ SWEET 0 %5 fx�x ��4 , FILL SLOPE 5 LIN.FT.- G70 DRAIN PIPE @ 1.141 Ln END 6",oDRAIN + F1PE4BEGIN6'0 � UNDERDRAIN PIPE 408.1 to k= + + 67+50 0 t m „800 N .fl �9 DRAIN PIPE@ .5� 4N (r 00+ o Q 4 03.2 I G OD rs a0 1~ + m 5 Go 11.0`� r r+ CONST-ASPH. LINE OD * a DITCH TO DRAIN WATER + o ao 402.5 To c.13. WAIZPAst�tl. PETROVITSKY RD. � 4Qf. I AROUND C.B. N 68150 69100 69+50-0+00"A" 70-t501A" '71+00"A" `TI450'A" 72-r00"A" ti" `[2{50'A"-13+00`A' EMSTA.69+67.70• BK. N IN. LIO LFT.-(o"O DRAIN STA. 69 +6Z.70 "A" AH. CoKST. DELETE REINF. ONC. RET• WALL+ +PIPE @ 4.86y REINFORCED CONCRETE RETAINING TYPE 4 FROM STA. 7041RSO"A'" TO STA. �73+0o A r FROM STA. 67+23 TO STA.73+00"A" (ON LEFT) SEE. WALL REVISION ON SMEET 7 A of 44 SCALE - 140R. 1'= 20' VER. I" = S' REVISION DATE 11 /8 6 8. W. 3RI.5 391.6 390.E k' 389.6 389.0 'T: t 6.7 6.$ 7:6 1.6 57 57 6.7 6 7 5.1 TOP BACK OF SIDEWALK LINE ALONG FACE OF W LL I IO LIN FT.- 6"O IINDERDRAI PIPE @ 1.14% � I � 383 9 in o I~ o +n + 00 + IT dam' + I cr 11 390 1.5 385 350 PETROVITSKY RD. 48I t 50 49+00 49+50 I -1 - - REINFORCED CONCRETE RETAINING WALL TYPE 1 FROM STA. 48+45 TO STA.49+55 (ON LEFT) SCALE : HOR. I "= 20' VER. 1" = 5' 0 520.3 520.2 520.0 519.0 51 518.0 MATCH ASPH. LINE DITCH W/CONC.LINE DITCH CONC. LINE. DITCH 516.I A5 515 515.0 / \ \Dyk Sdq `v�'Jl 514.0 / 514.I ,`s,'�►�'G'qQp'( (b'5���•C 613.0 j LE � QtiPa Q�Q�� 20.8' 20.8' 20.7 20.7' 20.5' 18,3' 17.- ` IT3' 16.3` 14.5' 12..6' I2.G' �'•5 �' 510 qo Pia�� 2o.s IS.2 10.6 q,`. �`�� CONST. ASPH. LIVE DITCH To DRAIN TO C. B. 4 WARP 9.x pOP�� JOB J,508.3 / / 17�178' f ASPH. AROUND C.B. ,f yNo '< ,y O� L`ti 18.5' i b.8' f I.E.508.28 SOS "QC,001k�gb�O / 17.5' 11.5' ALONG FACE OF WALL f MATCH A5pH. 503 7 / SID WALK LINE 6 �o _ � f I � 503.5 Ln LINE DITCH W/ / 13.6 12.8 -rOP BACK OF P E @ 3f 501.7 + P a of Record CALL 48 HOURS CONC, LINE DITCH ., u" Plf 1,1N • 1~f r f v' o 500 93- 285 J 0 10 5 + , r a bate ¢/«��3 1nft. - f- c- BEFORE YOU DIG CONST. ASPH. LINE DITCH �� 499;5 Q _ -.. TO DRAIN ASPH: C. B./49-7.2N 4'!�`�0 3 8. ``� . 1-800-424-5555 4 WARP SPH, f AROUND C.B. 0 o 495 495.s 0 o 0 o KING COUNTY DEPT. OF PUBLIC WORKS i 494.5 + DONALDJ.LABELLE DIRECTOR 10 LIN. FT.- 6"6 DRAIN L Cr N © ' PIPE @ 396 % - PETROVITSKY ROAD- PHASE IL 1=ND6"o DRAIN PIPE o o „N 40. 120th AVE.SE TO 140th AVE S E 015-61N I;"6UINDERDRAIN/ - PETROVITSKY RD. - -- 29 L3-.5--15 � Taot82 � T REINFORCED CONCRETE RETAINING WALL. TYPE 4 FROM STA. 102+50 TO 5TA.105 +35 (ON LEFT) SCALE : HOR. I''= 20' VER.I"= 5' DATE REVISION r� SURVEY N0. - _ COUNTY ROAD PROJECT N0. SHEET 7 OF 4 4 SHEETS -A SCALE. NOR. INCH=20 FT. VER. INCH= S FT. MAINTENANCE DIVISION No. A APPROVED by: ��Jl "i L O I J. HA F- COUN Y OAD ENGINEER BY OIETERICH-POST OF WASHINGTON - - - -- - - -- -- - R-438113 304-88F