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Home My WebLink AboutzR-4381setTM W co Nt 0 W VICINITY MAP INDEX -OF SHEETS SHEET HO- I COVER -SHE T 2-7 SUMMARY OF QUANTITIES, TYPICAL ROADWAY SECTIONS AND DETAILS. 8- 23 PLAN PROFILE 24-25 DRIVEWAY PROFILE 26 DRIVEWAY DOTES 27-31 STRUCTURE NOTES 32- WET LAND ENHANCEMENT PLAN 33-40 LANDSCAPE {D'LANS 41-4:4 TRAFFI C PLANS, AND SfflT -37 TRAFFIC PLAN KING Cour4 DEPT. OF PUBLIC WORKS C l 1201h AVE. SE TO 140th AVE. S ( 1401h AVE. SH'. TO 143rd AVE. SE. -TRANSITION) plan of R ecord Date. I ��/a�►nit. E�e..� e�.� CALL 48 N Wom YOU N 1-IM-424-5555 H HOST OF WASHINGTnN R_438101 a SUMMARY Or- [QUANTITIES LENGTH OF PROJECT -- 1.5 MILES 10. ITEM 1. MOBILIZATION 2. CLEARING AND GRUBBING 3. REMOVAL of STRUCTURES AND OBSTRUCTIONS 4. REMOVING TEMPORARY STRIPING 41�5' 7 0 0 5. WETLAND ENHANCEMENT GRADING Co. ROADWAY EXCAVATION INCLUDING HAUL 7 EMBANKMENT COMPACTIONI 8. FILTER FABRIC FENCE Nol 100 5 LAMMAR2 K QAAAN7rLT665 CAT A IC -71" D[A C APDO ! .. }A B © SEE R/W SCHEDULE ON THIS SHEET SEE PAVEM E T SCHEDULE ON THIS SHEET FILL SLOPE SHALL BE CONSTRUCTED IN 2 :l ON THIS PR07ECT, IT MAY STEEPER TO 11z.: I SLOPE A5 INDICATED ON PLANS, AND AS DIRECTED BY THE ENGINEER IN THE FIELD. AVOID FILLING- PSEYOND TNF. R/W LINE OR EASEMENT LINE. THE FILLSLOPE CONSTRUCTION SHALL BE NO STEEPER THAN I %2 :I L` -1SeE. -- UANTI UNIT go I LbAIN LINK ELMCF TXPE i- ® `' (:ENTERS LUMP 5L. S. `rlMJ&.R �iETAINLAl� WAlrl_LUMP SUL. S. ET_ W EEty %`-u_" PI LING -r LL im u20 L • 5 , LUMP SUM L. S. 1 O Nt TT+Ie�Jt--1,LEo ' C>a ou "�E' `wa�l< _ - LIN. FT. I d S H 1.2uLE "A;' L U LLV RT P IPG 8" 01 A _ LUMPSUM L.S. 10 6 8 iA[LCT T`CPIE 1V -K _ __ -_._ __ rLcar-f Typ X --UrW CM-YDS. 10Q PATO-d- 124-VINd IN Oct. _ �-} ! F7 _� . �0_Ne, ; ( $ �rlc �6-50 CU. YDS. - 760e LIN. FT. '' K b sj= oe_ V _4 , 313.8a±gT. L `f. 4og.9 L - F 1 oNL L . I S 4- ALLY . Llr►� s L. 9- - --.�. DRAINAGE q. STRUCTURE EXCAVTION CLA55`5" INCLUDING HAUL 5,5117.70 81+4R9 CiJ.YD5. 10, SNORING AND CRIBBING OR EXTRA EXCAVATION CLA55"B" AT FIX PRICE 19s*&6,.ci0 2 Go 50.FT. 11, GRAVEL BACI<FI1.L FOR PIPE ,BEDDING 114.10 13 CU-YDS. 12. GRAVEL BACKFII-L- FOR DRAIN 4401, 0 5--f& CU-YD5. 13. DITCH EXCAVATION INCLUDING HAUL 0.0 " CLt. YDs. 14. CHANNEL. EXCAVATION INCLUDING HAUL 3G0.l li $-90 CU. YDS, 15, CURB INLET TYPE :N-K 3 G.. b 44 ONLY 16. ROCK SPAL1_ PROTECTION 4�.17 45 TONS I7. FLARED END SECTION 36" D!A_ 1 ONLY 18. UNDERDRAIN PIPE 6" DIA, 11-7S.0 LIN,FT. 19, DRAIN PIPE 6" DIA . G 5; 0 46 LIN.FT. 20 SCHEDULE, "A" CULVERT PIPE 12" DIA. 7.43.1 c (s,cm 0 LIN . FT 21. SCHEDULE "A" CULVERT PIPE 18" DIA. �-70 , 2 31'6 LI N , FT. Z2. PLAIN CONCRETE CULVERT PIPE - 8"DIA. 2 C(2. 2 9-1-2 LIK. FT, 23. CL.I7 RENT CONCRETE CULVERT PIPE 12" DIA. t 5-4,() -?r36 LIN. FT. 24 CL.'M REiNF. CONCRETE CULVERT PIPE 36" DIA. (017,0 +4W LIN. FT. 25. PLAIN STEEL. CULVERT PIPE 0.064" THICK 8" DIA. 91,0 -409 LIN. FT. 2G. TR. I STEEL CULVERT PIPE 0. 464'' THICK 36" DIA. 0,0 4-6- LIN. FT. Z7. TR. i STEEL CULVERT PIPE 0.109" THICK 18" DIA. 0.0 A" LIN. FT. 78 TR.I STEEL CULVERT PIPE 0.109" THICK 3G"PIA. 13.7,0 k4pe LIN. FT. 29. TR. 1 STEEL CULVERT PIPE 0.109" THICK 48" DIA. 314 q,3 4" LIN. FT. 30_ 'TR. 1 STEEL CULVERT PI PIA 0.109 " THI CK 54' DIA - tog. 4 +K LIN .FT. 31. TR. 1. STEEL CULVERT PIPE ARCH O.IoquTHlcK 58" SPAN 25-o.s 2-6.5 LIN.FT, 3Z, TRASH RACK - 30" DIA. 0.0 -+ ONLY 33. TRASH RACK-36" DIA. 2 ONLY 34, CATCH BASIN TYPE I (� 6. O % ONLY 35. CATCH BASIN TYPE I W/THROUGH CURB INLET FRAME AND GRATE 4- ONLY 36. CATCH BASIN TYPE I-K .4 + ONLY 37. CATCH BASIN TYPE I-K W/THROUGH CURB INLET FRAME AND GRATE o, O + ONLY 38. CATCH BASIIA TYPE II 48" DIA. I-7, 0 4�- ONLY 39. CATCH BASIN TYPE II 49"PIA. W/THROUGH CURB INLET FRAME AND GRATE 2,0 + ONLY 40. CATCH BASIN TYPE IL 54"DIA 12, 0 -$ ONLY 41. CATCH BASIN TYPE U 54" DIA. W/THROUGH CI1R8 INLET FRAME. AND GRATE 1, 0 -& ONLY 42. SPECIAL CATCH BASIN TYPE lI 54'' DIA. 0.0 - ONLY 43, OIL POLLUTION CONTROL DEVICE 570 --6 ONLY 44, FLOW RESTRICTOR/OIL POLLUTION CONTROL DEVICE. 7. 0 -&- ONL`( 45• SOLID METAL- COVER FOR CATCH BASIN 1.0 2- ONLY 46. ADJUST EXIST. CATCH BASIN. TO GRADE 1. 0 -27 ONLY 47. SPECIAL MANHOLE 48" DIA. 3.0 W ONLY 46. SANITARY DRAIN PIPE 4" QIq 0.0 40 LIN. FT. STRUCTURES 49 STRUCTURE EXCAVATION CLASS "A" INCLUDING MAUL 3392.9-7 -51,-ee CU.YAS, SO. SHORING AND CRIBBING CLASS "A" LUMP SUM L.S S. L1. GRAVEL BACKFILL FOR WALL IItI4.01 2;sfi0- CU•YDS. 5Z. STEEL REINFORCING BAR FOR WALL L(r, G96, G $19;350 POUNDS 53. CONCRETE CLASS "5" FOR WALL 992.13 1,20 ca.05, 54. GASION CRIBBING Z IS".914 Zee Cu.'(DS. 55. ROCK RETAINING WALL FACE I o35', 09 ♦�S� SQ.YDS, 56. ROCK RETAINING WALL. CAP 75'9 .. D e1V LIN. FT SURFAIC111MG 57. GRAVEL BASE 13.12-4.1,4+ fr,'9-5$ TONS S8. GRAVEL BASE ; HAUL AND PLACE 3, tp l o , 13 314= 1 Co. YDS. 59. CRUSHED SURFACING BASIS COURSE 5,q-T8,9t 6,470 TONS 60. CRUSHED SURFACING TOP COURSE U,o 10- 0 +61 TONS CEMENT CONCRETE PAVEMENT 61. CEMENT CONCRETE CLASS"A" FOR DRIVEWAY5 5" THICK 1421I.to8 1,605 5Q.YDS. 62. CEMENT CONCRETE CLASS "A" FOR PATCHING 0.0 270- CU.Yps. ASPHALT CONCRETE PAVEMENT 63. PREPARATION OF UNTREATED ROADWAY 1.5 MILE5 64. ASPHALT FOR TACK COAT b.25 ++ TONS 65. ASPHALT CONCRETE CLASS "B" 9,1140.10 +F,*" TONS 66. ASPHALT CONCRETE FOR DRIVEWAYS 2" THICK 4,123.93 4,LLI SQ.YDS. EROSION CONTROL AIAD LUIDSCAPING 67. SEEDING 4.32 3:A ACRES 6. 69. FERTILIZING MULCHING '4.32 4.32 3•-0 -3G6 ACRES ACRES TO, CLEAR PLASTIC COVeRI NU 0.0 5-" Sq YDS 71. REMOVING CLEAR PLASTIC COVERING 'CLEVELAND' 0.0 5", SRYAS, 12, ACER PLATANOIDES 87 ONLY 73. `74. PYRUS CALLERYANA ' BRADFORD' 1 `7.0 4-T& ONLY FINUS SYLVESTRIS 19 ONLY 'M. -rG. THUTA 0. PYRAMIDALIS 11 ONLY PSEUPOTSUGA MEN-LIES11 29 ONLY 17• 78. BLOCKOUT TOPSOIL, TYPE NO. 2 2ss- o 2-54 ONLY 79. SO. 70P5011_ AMENDMENT 4Q2.0 I27s; o 665 CU.YDS. PouNDS 81. BARK MULCH PLANT EsTABL.ISHMENT C4 4 0oo MINIMUM) 47.0, - LUMPSUM CU.YDS, L.S. TRAFFIC 8Z. BEAM GUARD RAIL TYPE I 82y . 0 it" LIN. FT. 83. BEAMF GUARD RA 1 L ARCHOR TYPE I ONLY 84. TEMPORARY STRIPING s 10,0o.0 LIN. FT. 85. ILLUMINATION SYSTEM COMPLETE AT 134TA AVE. SE LUMPSIJM L.S. 86. SIGNALIZATION SYSTEM COMPLETF1 AT 1?8T-d AVE. SE, LUMP SUM L.S. 87. 'TRAFFIC 51GNAL MODIFICATION AT 140TJi. AVE. SF., LUMPSUM L. S. SIR SLOUENTIAL, ARROW SIGN HRS. 89. LABOR FOR TRAFFIC CONTROL. AT FIXED PRICE 5,00+f. 6 5,�. OTHER ITEMS 90• WATER %2 4.10 +.90 M-GALS. 91. MONLIMENT CASE ARID COVER 9.0 A- ONLY 92. CEMENT CONCRETE CURB AND GUTTER I iI171 L . 2 444" LIN. FT 93. CEMEM7 CONCRETE ROLLED CURB 75,18 ` S LIN, FT 94. EXTRUDED ASPHALT CONCRETE CARS 332.0 345 LIN. FT. 95. CEMENT CONCRETE SIDEWALK-4"THICK $,2Is. 43 8,80 SQ,YDS, 96. CEMENT CONCRETE STEPS S.0 443 LIN. FT. 97. METAL. HANDRAIL 210` 0 , +� L1FT. 98. CHAIN -LINK FENCE. TYPE G N. qq. CHAIN- LINK FENCE TYPE 6 W/ GLARE SLATS 3gg .03 3 LIN.FT, DIETERICH-POST OF WASHINGTON LEFT SIDE RIGHT SIDE STA. TO 57A, WF,DT STA TO STA. WIDTH 38+35 39+02 50' 38+45 39+02 30' 39 + 02 10 5+36 4Z' 39 +02 80+5 7 42' 105 +36 115+62 50' 80+57 ' 17+87,1 50' 115 + 62 117+ 81.1 42' 1 2 8 TH AVE. 5 F. LE>~T SIDE RIGHT SIDE STA . TO STA. WIDTH STA. TO STA; y+ DTI- 0+00� 3+50 30' 0+00-* 3+50-* . EQ 0+ 00 (128TA AVE. SF) 3W l.2 _A tJ:�Lt sr_ L��.. To D v1 G �SttRF�4 � Pl61.I0� 13- PAVEMENT SCHEDULE STA. LEFT RIGHT PAVEMENT WIDTH PAVEMENT WIDTH Date /14,/#3 �: 38+35 24' 24' � ' 24 50 24' 62+60 24' 24' (BEGIN TAPER) 63 + 10 24' ( BEGIN TAPER) 64+50 30' (END TAPER) 65+35 Z'(END TAPER) i 66 +75 30' ( BEGIN TAPER) 67+42 29' ( BEGIN TAPER) 64+00 I 24' C END TAPER) EQ 69+67.70„ 5K. 24' (END TAPER) = 69 + 67.70 A AH . 24' E4 81+01.76"AlSK. 2-4, 81 OZ•30 AH , 24 67+ 21-87 24' (BEGIN TRANSITION, SEE 24' NOTED ON THIS SHEET) 87+67 34' ( END IRAN511 ION, SEE 24' NOTE w ON TH 15 SHEET) NOTE: BUS LOADING ZONES 34' 24' (BEGIN TRANSITION,SEE NOTE ®ON THIS SHEET) FOR WALL PROFILES FROM STA. 87+21 87 88+ 96.10 1 341- AVE. SE. 34' (END TRANSITION, SEE *DETAILS SEE SHEET 7 OF 44 TO STA.88+4698, ON THE LEFT NOTE-* ON THIS SHEET) FROM STA°88+44.58 89+00 134U, AVE_ Sr, 34.' TO STA. 90+07.12,ON THE RIGHT FOR 89+63.60 24' 34'(BEGI%� RANSITION, 5EE BUS LOADING LAYOUT, SEE NOTE ON THIS SHEET) 5HEET I e of 4,4 90+07.12- 2a, 24' (END TRANSITION, SEE NOTE ON TH15 SHEET) 103+75 24' (BEGIN TAPER) 24' +90 14' (BEGIN TAPER) 10 S + 14 30' (END TAPER) I OG+ 00 50' ( END TAPER) 30' 1018+00 30, :trnI R/W SCHEDULE = NOTE : ALI STATIONS SHOWN IN R/W 5CHEDULE ARL MEASURED FROM R/4 (5URVEY) 1.1 °ETROVIT'SKY RD. � z FILTER FABRIC u FENCE W WE-. / Lot D = 66+91n.6 CPETROVITSKY RD.) R/W CENTER ,LINE ALONG 12SE AVE. SE. Q 30' WIDE FROM STA.115+50 To STA.116+50 ul FROM STA.116+50 TAPER TO MATCH EXIST.@ 117+40 tYAR Y 50 50' z CEMENT GONG. �VARIES -1 r DIARIES+ FROM 5TA.I12+0C TO - SIDEWALK H'rAT VARIES(E M 20'ton') 57A. 116+50, Z"' WIDE "1 3 4 THICK LINE SEE PLAN ON SR -PET 22. ®i�" 4-4 a -ROM 14'T016 1"qc.nH„ CON[. FROM S�'A.116+ 50 70 2 CIIT j" A5PH, C0Nc, SHEET ,3 OF 44�° ON SHEET4VFRLgY STA.117+40, TOTHE OVERLAY �X4S1: s_ rt1F4 SHEIE 23 NFAT' L.NE CUT WIDTH OF EXIST. PAV'T EXIST. GROUPED / / f - `�� EXIS7- S� EXIST. GROUND cc CEMENT CONC- SAME ROADWAY STRUCTURE`� CURB 4 GUTTER AS ROADWAY SECT,'.A" ,* `B„ STA - ! 15+ SO TC STA. P 4-40 , 0 V LEFT EXIST. PAVEMENT S�T+9E RCf.T)WAY STRUCTURE EXIST, 5' WIDE AS ROADWAY SECT. A B SIDEWALK 30 STA.11 Z+0 0 TO 51P , 11-11 + 4 0 ON R IGN r OVARIES *dEAoT \ ARI1S0Rt?!5 24' 7�? 2b'J 30' ;.. EXIST. ► .IME SiE PLAN ON 3HEET 29, NF -c4) VARIES F..R%j 20' TO 16' I �, GROUND EXIST. PL.ANTkK I �'.T - . 1'°,1.C. ov>_RLk`� �"ISI, SL SEE PLAN ON SHEET 2I 1OF I �l��' �, CEmm-CON[ �� SHEET Z2 Ov 44 , 9N,EClIT ram-- 51i�Ltvkj K p., coMc, I �'' T1r'CK CEMENT CONC. `-SAME R010)WAY STRUCTURE OVERLAY---. Ex!ST 5 CURB 4 GUTTER AS RCIf�l7t,acv SI CT..,A„„g„ - _ z 14 ♦ '# $Tq. + / �/ % "CEMLHT�11i�1r,, EXIST. s3lal:wALK STA. 3Se_� TO I0► pP�,- EX1sT" >=��F1�*�w ,- 4`it>G,I '�-rER GROuNDI TRANSITION SAME ROADWA`( ST R, UC T7U RE: 5EE NOTE t3' 3 O AS ROADWAY SEC,: "A' A "B" � ILTER 2,1 -CEMENT CONC. SIDELIALK- 4 1HICK STA- � 0 6 K 0 To STA .I1 � + 0 0 I~A3RT F€NC! ASPH. PAI)? % % CLM'ElT' ^ONC. CURB 4 GIiTT'I: 7 Fr ON RIGS, 1 a SPH. CC C. OVERL- NY P�"GMF�1T 5TA.108+50 (=)TO S`TA.109+83(+) ON LEFT �407E: SEE PLAN; FROM SHEET `2I OF -,,4 Yo ROA � ,P� jECTI ON '�c'% SHEET 23 OF 44 , FOR c'ECOWST. EXIST. (BROKEN) CF-Mt `�!T CONC. S'^EWAL'' �-- DRIVEWAY.) ANC' ?`)EWA k �'I`P, 1 0 8+50 TO STA, 117+ 87 TRAX'sITtGN (ON THE L j'T) C I" ASPI 1. COMC: OVF-rki Pv---i`ROM S 108+50 TO STA-07+40) Lu 3 VARIES 6' WIDE 51DEWALK FROM STA, 67+02 TO STA.734 5t"A' , SEE SHEET -T OF 44 (WALL DETAILS) 1 1 j _ VAKI ES I SURVEY VARIES VARIES© 1/2 7 � I z%_� T 2 CEMENT CONCRETE�• .,c-- -, ,� ��.�, ._,.,�_ CURB 4 GUTTER CON BOTH SIDES) L175'1011N. COMPT DEPTH ASPH. CONC. Cl-,*B" (WEARING COURSE.) �,175'MIN. COMPT. DEPTH ASPH. CONC. CL. "B"(LEVELING COURSE) .15' MIN COMPT. DEPTH CRASHED SURFACING TOP COURSE .20' MIN. COMPT, DEPTH CRUSHED SURFACING BASE COURSE -- 50 MIN. COMPT. DEPTH GRAVEL BASE ROADWAY SECTION "N' STA. 38 +3S TO STA. 69 677 STA, 86+50 TO STA. 1019* 00 4Z' CoNST su 24 .; I �a SOIKTS ExPANStiON CEMENT CONC. SlDEWA I-K 4" THICK (ON BOTH SIDES) --- FILTER FABRIC VENCE. SURVEY 42' W Z 24' , 3 I � � VARIES (SEE PLAN ON SHEET 13 OF 4d' ) FROM <; 290 2� SHEE21o><44 To EE OF 4) 21 n t a..1, v CEMENT CON[. '''- .. i /ice•_ , .� .� ii . � ,- ... �. - �! CEMENT CONC, 51DEWALK- 4 TN1CI( CUR94 GUTTER SAME ROADWAY STRUCTURE (ON BOTH SIDES) (014 BOT14 SIDES) AS SHOWN 8ELOW 'A"- CoNST. STA .69+67.7"A' TO STA .73+00 "A" tSEE NOTE BELOW) SURVEY 4Z' / wI z CoNST. �I 24 Z4' 3 I VARIES (SEE PLAN ON � EXIST. GRAVEL 5H'EET 13 OF44) * FROM SHEET 15 of Ae+ TO EXIST. PAV'T BASE (5EE NOTE 5HEET 16 OF44.) TO BE BF-LOW 1-- RE-LOAD GRADE -_ REMOYED2 Tla 7' �N SUPERELi^VA _ 'CSE.E AL - SUPER EI-EAT 1015 SAME ROADWAY STRUCTURE CEMENT DIAGRAM:-) ON AS SHOWN 5FLOW CONC.CURB 4 GUTTER (ON 5V' E JET 3 OF 4 4) BOTH SIDES) STP, ,13 + 0 0"A" To STA 16 + 00'A" EXIST. GRAVEL BASE (SEE NOTE BELOW) SURVEY 4Z**42' LPND-I F I L7 R FABRIC FENCE W 7` Z4' 24' 7° FILT11 ER W z -FILTER FABRIC z FABRIC ` _._. 2 /� J F FENCE i -. =7 ?;� izii Zj _ Ccl 1ti�IT CON[: N C XIST SIDEWALK -4" ¢ GROUN:) � CEMENT Cot4GLITTER STA .76 + S 0'A" 10 S7'A . 8 G+25 THICK(ON BDTK a CURB GUTTER ► L 175'H11N. COM¢7: DEPT}1 ASPI I, CON[, Cl.."R°' (WIrARING COURSE) SIDES} w (ON BOTH SIRES) ,I75'P11N rOMP-v DEPTH ASPH. COLIC. CL;' B" (1_ EVELING COURSE) WET LAND 15'HIN,CQMPT DEPTH CRUSHED SURFACING TOP COURSE 20"11N,COMPT DEPTH CRUSHED SURFACING BASE C01IRSE r<�I10'fi�.: I. L.X1S�', GRAVEL. BASE (FROM PRE -LOAD �-.50' I�IPI. COMPT. DEPTH GRAVEL p�ASE APPROX. FROM STA.72+00 "A" TO STA.8C+25) %% fi 14ILL BE RE -USED FOR ROADWAY CONSTRUCTION ROADWAY UCTION PAYMENT WILL BE MADE UNDER THF- PO Sl ,. 6q$C"77 ""A"TO STA, SG+50 ITEM OF -GRAVEL BPSE; MAUL AND PLACE'; PER TON (SEE SPECIAL PROVISIONS), KING COUNTY DEPT. OF PUBLIC WORKS Z. A'- CONSTRUCTION CENTER !<I;NE D ONA I_ D ,f "_ABED ,E, DIRECTOR FROM E0.5TA.69+67.7(SURVt) TO EQSTA.81+07.30(SURV.t) PETROVITSKY ROAD- PHASE U= STA.6946�7NW'( 0NST.t,) = STA. 81+01.-16"V(CONST.t) -A- FIL'.LK FABRIC )-h%ICE: -SEE FILTER FABRIC 120Th AVE. SE TO 140th AVE S,E. FENCE SCHEDULE ON SHEFT 3 OF44 SURVEY No. -' ` 23 ` S _ COUNTY ROAD PROJECT No. '7bnI PATE REVISION CALL 48 HOURS SHEET OF 44 SHEETS o`��s ,L -:ALE ',OR INCH- FT VER INCH- FT BEFORE YOU DIG MAINIENANC DIVISION No. 1 800-424-5555 s$j � If T 4 ) .:$a � .q 1PiF10VFD � Y ��' '••MN* to CUUN1 Off^ ENGINEER ,t [3 Y R-438102 304 _ 88 A - i 3 4 � � A�IE . S � . �_EFT SIDE RIGH` SIDE STA. TO 57A. ISTA. To STA. WIDTH 0 +00 1 +00 rDTH S' 0 +00 1 +00 2S' EQ 0+00 C 134 A A\ E. SE.) =88+78.88 (PE7ROVITSKY RD.) ' 140 TH PVE. SE, LEF ¢ SI>OE RIGHT SIDL STA . TO STA, WIDTH STA. TO S7A . I011DTI•' 1400 3400 50, 1+00 3+00 50' EQ 3+00 ( 14OT1 AVE, SE,) = 108+ 05_Z4 (PE TROVITSKY RD.) N T 00 Nt 0 w I - I im SUMMARY OF QUANTITIES NO. ITEMS QUANTITIESUNIT ' 114l\L I. MOBILIZATION LUMP SUM L. S. 2. CLEARING AND GRUBBING LUMP SUM L. S. 3. REMOVAL OF STRUCTURES AND OBSTRUCTIONS LUMP SUM L.S. I^r 4. ROADWAY EXCAVATION INCLUDING HAUL 310 CU. `(DS. S. UNSUITABLE FOUNDATION EXCAVATION CPEAT) INCLUDING HAUL 9,800 CU,YDS. 6. SPECIAL GRAVEL BORROW INCLUDING HAUL 40,400 TONS 7. WATER 65 M-GALS. 8. STRUCTURES EXCAVATION CLASS "B" INCLUDING HAUL 22s CU.YD5. 9. GRAVEL BACKFILL FOR PIPE BEDDING 3 CU.YDS. 10. CRUSHED SURFACING TOP COURSE 650 TONS it. GRAVEL BASE 18,550 TONS ASPHALT CONCRETE PAVEMENT 12, ASPHALT CEMENT FOR TACK COAT I TON ' 13. ASPHALT CONCRETE CLASS "B" (INCLUDING DRIVEWAY) 335 TONS OTHER ITEMS 14. POLYVINYL CHLORIDE (PVC) DRAIN PIPE- 4" DIA. 240 LIN.FT. 15. SCHEDULE "A" CULVERT' PIPE - I Z" DIA. 280 LIN.FT. 7R, 16. TR. 2 STEEL CULVERT PIPE 0.064" THICK - 18" DIA. 125 LIN.FT. , 134.1 17. CURB 114LET'X-• K T ONLY � !. 18. CATCH BASIN TYPE I 3 ONLY 1�:'- 19, CATCH BASIN TYPE a-48" DIA. I ONLY s. 20, SOLID METAL COVER FOR CATCH BASIN 1 0mI.Y , 21. SETTLEMENT PLATE 6 � ONLY I r, Z2. ROCK SPALL PRQTECTION 25 TONS z3. FITTER FABRIC FEMCE 2,600 LIN.FT -.*i LA " 24. DITCH EXCAVATION INCLUDING HAUL 33o CU. YDS. 3 a 41C 2s. SI:Ftpit�C FERTILIZING AND MULCHING (5EE SPECIAL PROVISIONS) LUMP SUM L. S. i' ic 26 PaTOUR SIGNING _ LUMP SUM L. S. +C' A, Z.T LABOR FOR. TRAFFIC CONTROL AT FIXED PRICE ( 4161HR.) 800 HOURS C.:T. C, A.C. 1 IAL 5"LIL ER, ROADWAY PRE-I.OAO �� ` I SET I�iMEN'� I GRADC � �-PLATAf' R I PIP T ` f E7tlsT. WrELO TO THE GRADE FIL I E, CyKHvc�. EASE ^ TYPICAL ' SETTLEMENT _ _ PLANE(1$"X16 ji �� METAL PLATE) ) E! GR VELA. BORROW � /�` A. C. C.S.T.L PAVEMENT SHOULDER GRAVE Y 4 STA.'IS + 0 0, ON LT. �GRAvF-L SASE FILTER FABRIC i i = FENCE U Z C.S:T.C. A. C. W d ; GZAVBL SHOULDER ROA Y EXIST. GRADE > * a I TYPICAL BASE Qo9 Z SETTLEMENT PRE -LOAD I 5FECIAL GRAVEL 80RROW� rn a � oc N PLATE I 0 �Q STA. Zbt00, ONRT. wu- �� Q o * _ SPECIAL_ TYPICAL GRAVEL BORROW PL SETTLEMENT D.ETERIC-POST OF WASH INGTON GRAVEL BASE VARIES w ? ( SEE PLANS) I LIMIT OF PEAT EXCAV. CSEE SCHEDULE OF -FILTER FABRIC PRE -LOAD ON THIS SHEET) FENCE (@THE LIMIT of PRE -LOAD TOE OF SLOPE) CSEE SCHEDULE OF PRE -LOAD ON THIS SHEET) Il z J GRAVEL 8ASE WVARIES I �. SEt; PLA11S) s I u1 i CAI_ ELEMENT PLATE �F z FILTER FABRIC �Z STA. i7+ 5 0, ©N LT. , EXIST. FILTER FABRIC � , .ca FENCE i TYPICAL GRADE GRAVEL BASE -�, SETTLEMENT PLATE , J r FILTER - GRAVEL BASE 3' FABRIC SPECIAL GRAVEL. BORROW al FENCE 7<-SP4EC IAL GRAVEL SORROW STA . Z 9 + O 0 , ON RT. NOTE .STATIONING$ 5HOW N FOR SETTLEMENT STA. $0+00 , ON U. PLATE IN5TALLATION ARE APPROXIMATE STA. 0+ 00 , ON U. STATIONINGS ONLY, EXACT STATIONINGS TO BE DETERMINED BY THE EIAGINECR IN THE FIELD 1 SETTLEMENT PLATE IN5TALLAMON DETAIL 5'MAX LIMIT OF PEAT EXCAV. SEE SCHED. `)eF PRE -LOAD ON THIS SHEET) LIMIT OF PRE -LOAD R-/w Rlw VARIES (SEE PLANS) Z -�, - _ _ -41 EXIST. CONC. C'IRa .w ¢ ? I �I" (FROM STA-81+04 +:- T S r-GRAVEL ;r;=L KpS% �;�, � ELEV-SEE SCHEDULE OF \�+ EXIJT SLOPE PRELOAD ON THIS SHEETEXIST TO STA. 86+17, > inir) ' !O' / I 10' �I GROUND IL ON RT-)AL_ FUTURE -�� 1, FU T URl:. SLOPE „ *� PROFILE GRADE '� ' _f1 3"MIN.COMPT. vrrpTH / -3 r4f- COMP? DEPTH Cft1iSIaIFD 2 / 3& SU6ACING TOP COURs -, ; 1. , -• ,,� :/ + F)LTI"R FABRk" CRIISHIDSURF. Ti1P COURSE- A VARIES �v ES *VARIE5r I -�yatziFS - ,ram= i „ PAVEMENT f ENCE: @THE iof OF SLOPE,) - mEmEmw N _F _..kOD OEXIST. -i11SSlSPECIAL GRAVEL 30RROti - A SPECIALGRAV BORROW L E' GRAVEL. BORROW - ,� ,�.�'� '�,�" �' P ti/l,r, .; ,::• "' ' MIN COMPT. DEPTH' ASPHALT (SEE SPECIAL + SPECIAL SEE SPECIAL, PROVISIONS) f �� -- 5'MA " '^� a - „ CONC.CL."B"(WEARING COURSE) 1 + PROVISIONS) EXIST. ASph,ALi I „ '3EG+-er;4j`s f 1 A1'; s RASE ly2 MIN. COMPT. DEPTH ASPHALT I BE PLII:aw-JED- IN TU $ VARIES VARIES - - ,�� 1..IMIT OF PEAT EXCAV. I11]TuFF Pi AF1'E f�i�An� -� ,� CONC.CL."B"(LEVELNG COURSE) DEPTH CRUSIiED OR. LESS (SEA ,F>HC),AL PR61vs3IONS) -I -- y MIN, COMPT. CSEEE SCHED. OF PRE-Lu�U ' `' _'`LIST. PAVL.: Z:Wr - ''?n"ACING ;oP COURSE _ LIMIT OF PRE -LOAD ON THIS SHEET? (SEE SCHEDULE &F PRE -LOAD - LIMIT 01= PRE -LOAD ON THIS SHEIr 0 (5�7' SCHED. OF PRE -LOAD ON THIS SHEET } 7'i "CAL SECTION "p�" S�TA.'114-50 10 STA. `' k Z5 ( TRANSITION FROM EXIST, TO TYP. SECT. "B"} ;� Q w� W 4.2 , z J 3 s 3"MIN. COMPT. GRUC IrD SUKFACING TOP COURSE 1o' ; ) ;' VARIES I Y VARIES VAR - (5EE PLANS) GRAVEL SASE I (L 1=LEV.-SET: SCf fftl CSEE PLANS) OF EXIST. NOT'Z : P'RE-LOAD TAPER us I I SHEET-LCnU �v T.,tS Ld PAVEMENT TO EXIST GRADE@ zl I OVARIES�.� iVARIES ( z THE END OF PROJECT -' - VARI ��', ; Co>Ji, T o�,i'Th I tSTA-83+25 0►J RT. 4�,� C TOP CO�sLJ� ��,1taG STA,86t25 oN LT) 01E- ILTER FABRIC r �- W+TN 2 i SLOPEl 'NCE(@ THE / - ,-• .•� ! uzs ist TOE OF SLOE) Yh If.. 4? _ is r`� ,,�� 1 FILTER FABRIC N ' L 1 %2 MIN. COMPT. DEPTH AS•} "QT - FENCE (e THE a CONC. CL."B„( WEARING COURSE) TOE Or- SLOPE) ! w : -'RITUAL. PROFILE. GRADE 1)/ 'MIN.COMPT. DEPTH ASPHA;.T EXIST. PAVEMENT I CONC. CI_.- 5" (LEVELING COURSE) a \ i J 4rMIN. COMPT. DEPTH URFAC NG'T P COURSE4IEO y` CSEE SCHEDULE dF PRE -LOAD 5`I�tAll - SPECIAL GRAVEL BORROW ON THIS SHEET) 5TA. 83+25 TO STA. 8Q+ZS , ON LEFT SIDE ONLY n' (SEE SPECIAL PROVISIONS) SPECIAL GRAVEL BORROW - (SEE SCHEDULE O�PRE-L00- (SEE SCHEDULE OF ON THIS SmFEI') !I PRE -LOAD 04THIS56%EEy f STA 78-�00 `TO STA_ �3+25 4V z RITURE in _ / \ PROFILE GRADE SPECIAL GRAVEL Bq �'ROVI (SEE SPECIAL PROVISIONS) VARIES SEE SCHEDULE OF PRELOAD ON THIS SHEf-r) �/�r,.� .� �•�_, CSEE SPECIAL PROVIFriONS) � � MAX. TYP CAL SECT I CAN �, D r� LIMIT OF PEAT EXCAVATION STA.78+00 TO STA . 86+25 CSEE SCgEDUTA OF PRE:-LOAP ON THI5 SHEET) LIMIT' OF FEAT CSEE SGF+Ev. OF PRE-LOAD1.4 -------� LIMIT OF PRE -LOAD ON Tr:S 5HEET) NOTE = LIMITS OF PRE -LOAD 4 LIMITS OF (SEE SCHEDULE OF PRE- LdAD ON THIS SH1-F i ) SCHEDULE. OF PRIi4 LOAD PEAT EXCANAM14 MAY BE CHAWsEP TYPICAL SECTION ")3'' BY THI- ENGINEER 1N THE FIELD gTA 7�1 + 00 BEGIN TRANSITION 51A L-1MITS OF LIMITS OF CROWN PRE -LOAD PEAT EXCAVATION TO LT. ELEV. RIGHT CROWN TO RT. LIMITS OF PEAT EXCAVATION LIMITS Of - ; PRE -LOAD 11+50 72too Iq'LT. TO 26' LT. EXIST. EXIST. EXIST. 410,73 +1.23'' . o 409.65 + + 2.471%_ 40$.24 ; a 3.7 % 407.11_- r 37% 1 405.70 t 3.7 �: 404.77 { 5. % 402.60� +3:7 9 39q.7o -_ +..7�; � ._ - - 40'KT. TO 50' 'T. 17'RT TO 26'RT - , R/wTar26R7. ` k R/W To 30' RT. - R/W TO 42' RT. Ii/W TO 50'RT. ' t �I To GI'RT t PlIQ TO 66%T. tI/w u 62' RT. k- R/W To 5S'RT. ' WTO28LT. - - -- _ 4.87_ 4.28%J - '37`fo-� -3TX - -3.70 -3.7 9; -37;� +50 TO 30 LT: --� �W To 32,LT, W TO 42'I-T. R>'G1 Ta 51' LT. _ _ _ ---- -- - 73+00 *25 + 6 0 55' RT. To 67'RT 65 To X O 1. • -ro EXIST-DW ,. ... - 52` RT. To 66' RT. -14+00 t R/W To 65'LT. 33'LT, TO 66'LT. - 36' LT, TO 66'Lx 41;'RT. To 6Z' RT. 44'RT. TIy 5S'RT, +50 fj/W To 66' LT. 75+00 R/W TO 65'LT. 32 )-T. To 65'Lt -.-_ -3.ZX - -3 7 % 3977.20 39 5. to +37% +3.7y° - 39'RT To_48'RT. k Fl%d TO 4WRT. +50 R/uI To GO' LT, 31' L.T. To 60'LT 26'RY_ TO 36'RT V/W To 36' RT. 76 E00 R,�(sf TO 57' LT, 28'LT. TO 57'LT -3.7% - 3-. 7- % -37% 393.40 39I.70 384.75 388.29 1»XIST- EKL5T. FEXIST. EXIST EXIST. +3.7 Y, +3.7Ye 437% 31' RT• To 42' RT. �w To 42' RT: +50 PVW TO 54' LT. 28' L.% To 54' 1_T. 30'LT. To 52LT. 2W RT. TO �2' RT 28'RT TO 4t'RT. 31' RT. To 41 `RT 28'RT. TO 42' R1: 29'RT, TO 42' RT. 33'RT. TO 4Z' RT. 30'RT `TO 42' RT 29'RT. TO 42'RT• 36'RT TO 46'RT. 35' RT. To 45'RT; 32'RT. To •46'RT, c R�W TO 42'R� �gAd TO 41'RT, >jivJ TO 41' RT. _ 1"'RT. To 4Z'FCT. 20'RT. TO 42'RT. 18'RT. TO 42'RT. i8'RT TD 42'RT I8'RT. To 42°RT 20'RT. To 46'RT. 17' RT. To 45'RT, Z7+00 TO 52`LIT -t 50 76+00 t Ft/w TO SO' LT. 20'LT. To 48' LT. 31 LT. To 50' 1T 33'LT, TO 48' l:r. -3.d7% EKIST. j +4.03,V >GxIST EXIST- Exis EKIST L,XIST +50 -19+00 +50 80+00 ZO'LT. TO 41' LT. Zi' LT. TO 47' LT. 21'LT, TO 47'LT_ 20'LT, TO 42'LT- 3I' LT TO 47' LT 3V LT. TO 4;' 1rT. 27'LT. Tg 47' LT, 31'LT, To 42'L7. EXIST EXIST EXIST. EXIST. +50 81 +00 22'LT To 45'Li. 21'Li. To 48'LT 32'LT To 45'LT, 34'LT• TO 48' LT. EXIST EXI ST EXIST' EXIST. EXIST_ EX15T •+so 21'LT. To 48,LT. 35,LT To 4$'LT. EXIST EXIST, EXIST. EXIST I'T'RT, TO 461M szto0 2I'LT. TO SO, LT. 35'LT. To 50"LT EXIST. EXIST. 3WRT. Ta49'RT �I .'ft, To 49'RT i-1' RT. TO 43'RT 23'RL To 41'RT. +50 22' LT. TO 51, LT. 35'LT TO 51' LT, EXIST. EKIST. EXIST.- - 3W IRT. To 43' RT 33'RT To 41'RT. - 33'RT. Te 41'RT, 83+00 22' LT TO 51' L.T. _. - 35'LT. TO 51'1_T• --- Ex1sT, EKIST. f-xIST- +25 22•LT. TO 52' f,T. 35' I.T.TD 52'.LT, EXIST. EXIST: EXIST. EXIST. - EXIST C.7(tsj 28'RT. Tv 4['XT +50 -.-----.--..__--_-__-- 84+00 22'Lx, TO 52'LT. 37' L`f_TO 52'LT. 39' LT. To SS'LT. 40' l.T. TO 57' LT. EXIST. t><IST. EXIST, EXIST 1=X15T EXIST EXIST. ExtsT. EXIST +50 22' LT, TO 55'LT. 5+00 21 LT. TO S7' LT• t50 -2V LT. TO 57' LT, 22' LT, To 55' L'T, 371L-T To STET. 37' LT. To 55'LT. EXIST. Ex15T' EXIST. -EXIST. 86-t 00 ExI5T. EXIST +25 22 LT TO 53' L.T. 36 LT. TO 53'LT. EXIST. EXIST' 73411 EXIST. RAVEL DWY. 014 ff, OKIEW 70 10, II' NOTE '.CENT R OF DRI `C OPEN1 @ 73+G0 w ROADwAY SKIS 400"LY. , OPW NB FOR i it i RIVEWAY �I 3 � I ZO. v. C. ra 1st GRAv�L - - - QLIANT i I ES CRUSHED SURF. -Top tOUR5E 25 ONS GRAVE BASE 360 TONS 9O 80 7o 60 s0 40 30 20 10 _k6b �� 405 395 400 3190 395 310 O 385 0 11,1 74+90 0,157. A- C,DWY,, N RT ROADWAY (S KE, W T 5* flr) NOTE -. CENTER OF DR1YC.UKY OPENING CTS+ZS SKEW CIO* BT , OPENING FOR Be WIC. 20 V, C. DRlY WAY ' EiPF1r , T 'POK "'.I KC.. Gl.."13" SWAY-2"THIr.I< ---*`XI5N, A C ORNEWl( (LAS-1. Asm-'CO.t`!G. PAVEMENT I.ISE SHALL REMOVW ) QUANTITIE -� ASPH.CONC. L."B" S5 TO 5 CRUSHED S TOP COURS 30 TONS - GRAVEL ETAS G10 TONS 10 ? 0 30 lq0 so coo 70 sT z6+ So 1 27' ON LT. STA. 7 $t 2S T6 STA ``&'+00 77+00, 22' ON L7' FROM STA.77+50 TO 5TA, 78+00 SITN. TT+>So,21 oNL'G I TRRNSITION To MATCH TYPICAL STA. 113400,'E ATV4 L-.3E&T1�1"P" R/W SECTION D" Q7, 4?J t ELEV.-SCE SCHED. z OF PRE -LOAD ON , -'3 THIS $MEET � VARIES 3 I 3"MtN.COMPT. DEPTH CRUSHED SURFACING = 0_' i '� I O' I I' TOP COURSE : z 3"MIN. COMPT. - GRAVEL BASE VARIES DgPfH CR. �AIt1ES _ vARIE �Z C3EE PLANS) SURF. TOP COURSE 2: .� ~ FUTURE 1 rtL' `ER FABRIC FENCE FILTER FABRIC w I ti•� �f VARIES ROES II/Z'MIN.COMP7PAV�Dwn-r- ASPH, VARIES HE +�` of SLOPE) FENCP(G THE _ ;� CONC.CL."'(WEARING COURSE) a TOE OF SLOPE I Y2 MIN, COMPT. DEPTH ASPH. CONC.CL."V'(LEVELING COURSE) SPECIAL GRAVEL 130AROW 5 MAX. (SEE SPECIAL PKOVIS10nIS) GRAVEL BASE PAVEMENT 4SURFAC SURFACING 70P COuR5ERU5HED 5+ c LIMIT OF PEAT EXCAVATION FUTURE PROFILE GRADE do- m Pt CSEE SCHEDULE OF PRE -LOAD I SPECIAL GRAVEL BORROW LIMIT OF PRELOAD ON THIS SHEET) LIMIT 0� PF -T EXCAV• CSEE SPECIAL PROVISIONS) ( SEE SCHEDULE Of PRE -LOAD ON THIS SHEET) ( SEE SCHEEDULE OF STA.76+00 TO STA. 76 +7 5 ON RT. PRE -LOAD ON THIS SHEET) 42, LIMIT OF PRE -LOAD , t SEE SCI•IEVULE OF PRE-}_OFn ON ?'K.15 SWEaT 3 MIN COMPT WPTH ELEV. - SEE SCHED. OF PRE -LOAD ON IHIS SHEET CPgSHED SURFAC, iG i1� yARIEsYARIES tip' r. �..-- -rop tat: sF 3 I j/ mm. COMPT. DEPTi4 ASPHALT CONC, w C L." B" [WEARING C)URSE) --- - 2 , '/ I FILTER FABRIC FENCE ) j/2 MIN.COMPT DEPTH ASPHALT CONC. '�1 (E THE TOE OF SLOPE) CL `9"(LEVELIN(p COURSE) EXIST. PAVEMENT FUTURE PAVEMENT � 4"MIN . COME T. DEPTH CRUSHED SURFACING TOP COURSe- GRAVEL. BASE SPECIAL GRAVEL BORROW ' S'MAX. CSEE SPECIAL PROVISIONS) LIMIT OF PEAT EXCAVATION C SEE SCHEDULE OF PRE -LOAD LIMIT OF PRELOAD low ON THIS SHEET) (SEE SCHEDULE OF PRE -LOAD ON THIS SKEET) 4THISDIMENSiON APPLIES 57A.76+75 TO STA,78+00 ON RT. E o CURtis-INLET i4 -K ONLY YYPI CAL SECTION If C" _ CLRB INLET K STA • T6 +00 TO 5TA.715+00 � CALL 48 HOURS *2" EXIST � p - � BEFORE YOU DG °GRAVEL FILTER FABRIC PAY NT "' ° `1 r .f � ,ni 0 0 �R •�. ° °�. FENCE `'� I • e: t �o 0 6 0 1-800-424-5555 e , e o� R�W LINE 0 R EA$)_MENT 1+111� e • . ''pf r � � ` egg s5� 6 :1 BATTER � -G �- t: T C MC V. DRAINPIPE `° KING �,C. �iNTY DEPT OF PUBLIC WORKS Cl1RB-11�1.E7 $-K • (OR, EXIST, CATCHBASIM) -<°° DONALD T LABELLE D 1 R E C T 0 R SPE'AL. GRAvEI.- $OAROW \ ' e 2- '! f PET R oV 1 TS ICY R OAIDPHASE IL (PIKE LOADING) g SAND BAGS FOR REINFORCING FILTER SURVEY No 2_ q-- " S- IS _ COUNTY ROAD PROJECT No. . -g t� FABRIC FENCE IN PLACE . PAYMENT S � R FOR SAND BAGS w;LL BE INCIDENTAL TO o v✓ no00 'Y:vo _ FILTER FABRIC FENCE PER LIN,FT, AND SHEET 2 OF_.�SHEETS .��.'+ �r'�k ii�@ NO FURTHER COMPENSATION WILLBE MADE :H- FT VF;a P4CH DRAT NI ACHE DETAIL MAINTENANCE DI SION No. 4 �: +'• c.: ;,� }f DATE REVISION � - BY PAUL C 600PEP, c0� D ENGINEER ,��•"''® R-438100` 8 8 FLA Vw1vI1l"Ir1f 1% 1 will 1A�wr1IR1 1 1 1 IL-W NO. ITEMS QUANTITIES UNIT FINAL I. MOBILIZATION LUMP SLIM L. S. 100 %° 2. CLEARING AND GRUBBING LUMP SUM L. S. 100%• 3. REMOVAL OF STRUCTURES AND OB57RUCTIOHS LUMP SUM L.S. Too %• 4. ROA-DWAY EXCAVATION INCLUDING HAUL 31 c CU. `(DS. 304.5 5. UNSUITABLE FOUNDATION EXCAVATION (PEAT) INCLUDING HAUL 9,800 CU.YDS. 7170. 6. SPECIAL GRAVEL BORROW INCLUDING HAUL 40,400 TONS 33996.7 T WATER 65 M-GALS. 20a83 8. STRUCTURES EXCAVATION CLAS5 "B" INCLUDING HAUL 226 CU.YD5. 117. 5IJ 9. GRAVEL BACKFILL FOR PIPE BEDDING 9 CU.YDS• 31. 10. CRUSHED SURFACING TOP COURSE 650 TONS BIc�. c•J It. GRAVEL BASE 18,550 TONS I II.')O.15 ASPHALT CONCRETE PAVEMENT 12, ASPHALT CEMENT FOR TACK COAT I TON C • C 13. A51PHALT CONCRETE CLASS "B" ( INCLUDING DRIVEWAY) 335 TONS c ? 1. ~ OTHER ITEMS 14. POLYVINYL CHLORIDE (PVC)'DRAIN PIPE- 4" DIA. 240 LIN.FT. 454. -` 15. SCHEDULE 'W' CULVERT PIPE -1 Z" DIA. 280 LIN.FT. 16. TR. I STEEL CULVERT PIPE 0.064" THICK -18"DIA. 12S LIN.FT 13�. 17. CURB INL.Iw7 ME- K 7 ONLY T 16 CATCH BASIN TYPE I 3 ONLY .7• 1q. CATCH BASIN TYPE a - 48'I DIA. I ONLY I. , 2a SOLID METAL COVER FOR CATCH BA51N I ONLY I, z1. SETTLEMENT PLATE 6 ONLY Z2. ROCK SPALL PROTECTION 25 TONS I ). 0 " 7-3. F11TER FABRIC FENCE 2,600 LIN.FT z4. DITCH EXCAVATION INCLUDING HAUL 330 CU. YDS. zs. SEET*IC FERTILIZING AND MULCHING (SEE SPECIAL PROVISIONS) LUMP SUM L. S. 2G DETOUR SIGNING LUMP SUM L.5. +'`�'-+ zT. LABOR FOR TRAFFIC CONTROL AT FIXED PRICE ( * 16/HR.) 800 HOURS 42' VARIES GRAN ( SEE PLANS) ELI ,,,I I i 77,- 'LIMIT OF PEAT ExCAY (SEE SCHEDULE OF iLTER FABRIC PRELOAD ON THIS 5HEET) FENCE C 12 THE LIMIT OF PRE -LOAD TOE OF SLOPE) CSEE SCHEDULE OF PRE -LOAD ON THIS SHEET) W _z J GRAVEL BASE wVARIES 1 z. F SEE PLANS)ujw -r - II C.S.T. C. A.C. w SHOULDER ROADWAY f z_ iI TYPICAL PRI SETTLTiMEUI I GRADEDF_ EASURE PLATR R0D t 0 PIPET �ILI � EXIST. WELD TO THE fG�E PLATE) j d t GRAVEL BASE / TyPICAL X 1W 57TTL F-MLMT . � �, ,� _ _ PLATE(18ici6ic8 METAL PLATE) GRAVEL 809ROW A C. C.S.T.+ -' PAVEMENT SHOULDEK- PRE-LOAD GRADE " I u1 W STA .15 + 0 O , 0 N LT . �--GRAVEL BASE C F TTLEMENT PLATE W W ILJ FILTER FABRIC FILTER FABRIC �3d be �w _ FENCE, F .T.C. A.C. ' ' �� FENCE uj z C.S W d + GRAVEL SHOULDER ROA WAY EXIST. GRADE �� w Z TYPICAL I� SETTLEMENT BASE P DAD cn 4 _# 5PECIAL GRAVEL SORROW �w PLATE I o f&W STA. Z Q. 0 0, OK RT. -ems m q - _ i TYPICAL + � i SPECIAL SETTLEMENTGRAVES. BORROW PLATE STA. Z7+ 50, ON LT. I Eu FILTER FABRIC Z + EXIST. .. FENCE -1 a W TYPICAL. GRADE- GRAVEL SASE~ '� \ z SETTLEMENT PLATE , _j r FILTER -- GRAVEL BASE 3 FABRIC SPECIAL GRAVEL BORROW oC FENCE �- s r SPECIAL GRAVEL BORROW STA . 1 9 + O O , ON R'T- 4� _ NOTE � STATI ONI NGS SHOWN FOR SETTLEMENT PLATE INSTALLATION ARE APPROXIMATE STA. 60+00 , ON L?. STA. 84t00, ON LT- 3TATIONINGS ONLY, EXACT 9TATIONLNGS TO BE DETERMINED BY THE ENGINEER IN THE FIELD SETTLEMENT PLATE INSTALLATION DETAIL 734+7 EXIST. qRAVEL DW%f. 014 LT. OKOEW Zo T.i I NOTE: CENTER OF DRiVEjWAX OPENIN 5 @ 73+(60 u-J SKE 100 LT., 0 N6 FOR )fill RIVE WAY -- 7 1 ex, 70' I i 5'MAX do LIMIT OF PEAT EXCAV. (SEE SCHED.OF PRE -LARD ON THIS 5HEET) LIMIT OF PRE_ -LOAD (SEE SCHEDULE OF PRE -LOAD ON THIS SHEET) R/ W R/w w VARIES (SEE PLANS) \ 'Z� 2' z 11' 11' 3 EXIST. CONC.CURB a j 4' ItELEV.-SEE SCHEDULE OF (FROM STA.81+04 oe Te: f GRAVEL. BASE \ I EXIST. SLOPE , PRE -LOAD ON THIS SHEET TO STA.86+17, > eon \j JO !0 ON RT.) GROUND i FUTURE SLOPE FUTURE � `' 3"MIN.COMPT.DEPTII CRU5HED � OFILE GRADE Z' _ _ �, 3'MIN.COMPT. DEPTIi 2 � SURFACING Top COURSE , , , ,. PAVEMENT / �. FILTER FABRIC FENCE (@ THE TOE OF SLOPE) �, CR115H1� SURF. ZaPcauRs>r .� vAR1Es VAR I ES _ - VARIES VARI - ! _ -- i -� „�� ~` SEE SCHEDULE OF PRE -LOAD ON �- �,� 2iz EXIST. I SPECIAL f GRAVEL BORRraW L J _ ,.-- - ..,- ' h - - SPECIAL GRAY L THIS SHEET T'.. (SEE SPECIAL PROVI310N ` �' +n ,� - lRROW id MIN. COMET. DEPTH ASPHALT (OW SEE SPECIAL -SPECIAL GRAVEL BORROW CSEE 5'MA "' w CONC.CL."S"(WEARING COURSE) PROV+s)oHs; EXIST. ASPHALT PAVEMENT SHALL_ SPECIAL` PROVISIONS) GRAVEL BASE\ o IK MIN. COMPT. DEPTH ASPHALT I „ BE PIfLVERI3EED INTO 13 SEG[vIENTS VARIES VARIESj 11 LIMIT OF PEAT EXCAV I FUTURE PROFILE GRADE Q arc CONC.CL.' B"CLEVEUNG COURSE'; ,+ I OR LESS CSEE SPECIAL PROVISIONS) LL 4 MIN. COMET. DEPTH CRUSHED (SEE SCHED. OF PRE -LOAD I 'EXIST. PAVEMENT SURFACING TOP COURSE LIMIT OF PRELOAD ON THIS SWEET) ( SEE SCHEDULE OF PRE -LOAD LIMIT OF PRE-LOAD001 ON THIS SHEET) (SEE SCHED. OF PRE -LOAD ON THIS SHEET ) TYPICAL SECTION 'A" STA.'71+50 To STA.i3+25 CTRANSITION FROM ExIST. TO TYP. SECT "B") LLI J 4Z' R/W 4Z' 3 3"MIN. COMPT CRUSHED SURFACING TOP COARSE I p l I' Il VARIES VARIES VARIES CSEE P1_ANS) GRAVEL BASE 4- ELEV•-SEE. SCHEDULE CSEE 01_Awe I t Ex I ST.-/ NOTE : PRE -LOAD TAPER >u I 01: PRE- LOAD ON THIS PAVEMENT TO EXIST GRADE Ca J , , �� SHEET I ? THE END OF PR03ECT VARIE _ VAKIES CARIES V IES 3"MIN. COMPT DEPTH II 1 �T CRUSHED SURFACING j h (3TA.83t25 04RT. �_ FILTER FABRIC �r1 TOP COURSE 5TA.86t25 ON LT.)I FEIICEQ THE `�� z WITH 2:1 SLOPE tiaSLOPE)�� ^ 2'1 to TOE Of TG QI , �� ro - . �iir i.. '+ I FILTER FABRIC I uj w %� II/2 MIN. COMET. DEPTH ASPHALT - FENCE Ce THE Q �CONC. CL:"B"(WEARING COURSE) -1, TOE 0� SLOPE)- I W I = FUTURE PROFILE GRADE I Y2 MIN.COMPT PEPTA ASPHALT ~tI, EXIS?. PAVEMENT I CONC. CL"8 ' (LEVELING COURSE) ,` I 4" MIN. COMET. DEPTH CRUSHED M SURFACING TOP COURSE _ ' 5 SPECIAL GRAVEL BORROW . 57A. 83t 25 TO STA. Sia+Z5 , ON LEFT SIDE ONLY _ (SEE SPECIAL PROVISIONS) SPECIAL GRAVE aORKoW C T \11 ^ -' 24, r'° (SEE SPECIAL PROVISIONS, ~ TYPICAL SECTION ION %% D " LIMIT OF PEAT EXCAVATION $'MAX. (SEE SCHEDULE OF PRE -LOAD ON TH15 SHEET) STA.T8+04 TO 5TA _ 86+25 LIMIT OF PEAT ExcAYAT10#I (.SEE SCHED, OF PRE-1A40 Lli-AiT OF PRE -LOAD T OµIH15 SHEET) _ (5EE SCHEDULE OF PRE-LDAT (SEE SCHEDULE OF ON THIS SHEET) PRE -LOAD ONTRIS SHEET I 57A 78+00 TO 5TA- 83+25 42' u A� ' FUTURE PROFILE GRADE SPECIAL GRAVEL BORROW (SEE SPECIAL PROVISIONS) VARIES _ CSEE SCHEDULE OF PRE -LOAD ON THIS SHEET) SCHEDULE OF PRE -LOAD NOTE- PEAT FXCAVAT►ON MAYBE CHANGED AY TNI_ FMMIt4EER IAl THE F I F I h S'+ A LEFT �` �q ELEV.-LOAD RIGHT LIMITS of PRE LIMITS OF PEAT EXCAVATION CROWN TO LT. CROWN TO RT LIMITS of PEAT EXCAVATION LIMITS OF PRE -LOAD 71+50 19'LT. TO 26' LT. EXIST. EXIST, EXIST. 17'RT. To 26' R'T. ZZ,+00 t VW TO 28'LT. -4.879: 410.73 •+1.23y I R/W TO 26' RT. +SO It TO 3o' LT. --4.28% 409.65 + 2.47 y, k R/W To 30' RT. 73+00 f- Rj/W To 32' LT, -3.1 X 4-08.7-4 + 3.7 % ¢ R/W TO 42' RT. *25 t Yw To 42' I-T. -37YO 407.11 { 37 % 40'RT. TO 50' RT. 0- 91W TO 50' RT. +50 TO 51' LT. -3:7% 405.70 + 3.7,% 5S' RT To 67'RT. I& TO G7' RT t652alEEnLIMM To 0 0 -ro cALam;nGgT,pw -3.7,10 404.77 +3.7: 52 RT. To 66'RT. R /I~I TO 6G'RT. -74+00 k R/W To 65'LT 33'LT. TO 65'LT -3.7 % 402.60 +3.7% 46'RT. TO 62' RT. 4�_R/W To 62, RT, ++$p F3/W To 66'LT- 36,LT. To 6b'LT. -3.79 399.70 +3.77. 44'RT. TO SS'RT, t R/W 'To S5'RT. 75+00 Ij/W TO 65'LT 3211-T. TO G5'LT -3.1% 397.20 +3.7% 39'RT, TO48'RT. R/w TO 48'RT. +50 R/W TO GO' LT. 31'L-T. To 60',L7 -3.79: 395.10 +3.7Y, 26'RT. TO 36'Rl: R/W To 36'RT, 76 +Oo +50 FEW TO 57' LT• c TO 54' LT. 28' LT. TO 57, LT. 2$' LT. TO 54' LT. -3.7 % - 3,7 % 393.40 391.70 +3.7% t37% 31' RT. TO 42' RT, 28' RT To 4.2' RT. k 1t/„U To 42' RT. ¢ R/W TO 42'RT. 17+00 Ft 1W TO 52'LT. 307LT. TO 52'LT. -3.7Y 384.75 +3.7% 26'RT 'ro 4-!'RT, 31`RT. To 41 RT. ZB'RT. TO 4Z' RT. 29'RT• To 4T RT. R/n! TO 4:'RT, _ ¢ !�1 TO 41' RT, IT. RT. TO 4Z'RT. 20' RT. To 42' RT. t 50 -18t00 +SO Ft/W TO SO' LT. 20'LT. TO 46' LT. 20' LT. TO 41'LT. '31' LT. TO 50' LT 331LT. TO 48' LT, 3 V LT. To 41' LT. -3.67 % EXIST EXIST 388.29 EXIST. E k LST. +4.03 % EXIST. EX 15T. _19t00 +50 21' LT. TO 47' LT. 21'LT. TO 47'LT, 32'LT, TO 47' LT. ?-?'LT. TO 47' LT. EXIST. EXIST F_ALST, EA1,5T. EX15T. EXIST. 33'RT.'to 4Z' RT. 30'RT. To 4Z' RT 18'RT. TO ',?.'RT. IB'RT. TD +2'RT 80+00 +50 81 +00 20'LT, TO 42'LT. Z2'L7 To 4S'Li- 21'LT. To 48'L? 3I'LT, To 42'LT. 3Z'LT. TO 45'LT, 34'LT. To 49' LT, EXIST. EXIST. EX ST• FIX 15T. EXIST, 'EXIST. EX157, EXIST. EXIST 28'RT.To 42'RT. 36'RT. TO 46'RT, 35' RT. TO 45'RT. I8'RT. To 42'RT. 2O'RT. Tv 4Co'RT. IT' RT. To 45'RT• 450 $Z.t00 +50 2)'LT. To 48' LT. ZI'LT. To SO' LT. 22' LT. TO 51' LT. 35'LT To 48'LT• 35,L.;. TO 50'LT 35'LT. TO 51' LT. EXIST EXIST. EXIST. EXIST, EXIST. EXIST. EXIST. EMST. EXIST. 32'RT. To 46'RT. 36'RT. TO 4q'KT 30' RT. To 43' RT. 17'RT. To 46 RT• 17'RT. To 49'RT. 11' RT. To 43'RT 83+00 '22' LT. TO 5I' LT 35'LT. To 51'LT• EXIST. EXIST. EXIST. 33'RT To 41'RT, 23'RT. To 41'RT. +25 Z2' LT. TO 5Z' LT. 35' LT. TO 52' LT. Exls-r• EXIST. EXIST. 33'RT. Te 44'RT 28'RT. TD 41' I:T +50 EXI ST EXIST. 6X(IST. 84t00 +50 85+00 22'LT. TO 52'LT. 22' LT. TO 55'LT. 21' LT. To 5Z' LT. 37'LT. To 52'LT. 39' LT. TO 55' LT• 40').T. TO 57'LT. EXIST t-KIST. EXIST. EXIST EXIST EXIST EXIST. EXIST. Exis7 +50 86+00 21' LT. To 57' LT ZZ LT. TO 55'LT, 31' 1-T. TO SILT. 37' LT• To 5S'LT. EX15T. ExlgT. Exi6r EXIST. EXIST. EXIST. _ +25 22 LT. TO 53, L.Z. 3G' LT. TO 53' LT. EXIST. EXIST. EIIST, 11 ' RMI ROADWAY ko506 405 400 I � I CLUANTI IES CRUSHED SURF. TOP OUR5E 25 ONS GRAVEL BASE 360 TONS 390 90 g0 70 60 50 40 30 20 10 0 395 390 11' lo' 74+901XIST Aa I �wY., N RT. C S KEW 4 5° M. ROADWAY h 3aes NOTE.- CENTER OF DRIVEWAY OPENING a Z5+Z5 SKEW '10 - RT., OPENING FOIL 30 WIDE, 12b C. DRIP WAY ASPHALT NC-CL."B" 4� FOR DRI SWAY-Z"THiCK EX15T. A. C DRIVEWAY (EMS-. ASPK. COW. PAVEMENT SHALL SE REMOVED) GIUANTIT!E ASPH CONC. L."5' 35 TO S CRUSHED S F TOP COIIRS 30 TONS - - GRAVEL BAS 610 TONS 395 0 E u Z v .sv 40 50 60 '70 ),ETERIC H-POST OF WA$NINGTON _. STA. 76 + 00 , BEGIN TRANSITION 5TA. 746t SO . 27' ON J. STA.'77 + 00, 22' ON LT. STA. 77+50, 21' 04LT �� ++ STA. -18+00, MATCH TYPICAL SECTION D ( SEE SCHEDULE OF PRE -LOAD ON THIS SHEET TYPICAL SECTION "13+' STA. -(3+2S TO STA. 76+00 FROM 5TA.17+50 TO 5TA, 78+00 TRANSITION TO MATCH TYPICAL SECTION ' D" 4Z' 42' "� t ELEV.-SEE SCHED. OF PRE -LOAD ON 11' VARIES THIS SHEE 15" MIN. COMPT. DEPTH 3 + CRUSHED SURFACING W �• l o. 1ITOP COVRSE in J GRAVEL BASEDEPTH 3 VARIES CCOMPT. ARIIE a' 2 (5EE PLANS) SURF. TOP tlAKIEl �COURSE:VARIES VARIE.S`FUTURE I - FILTER FABRIC FENCE PAVEMENT (C' THE TOE ^F SLOPE) FILTER FABRIC WI 'i.' f %ZMIN COMPT DEPTH ASPH. VARIES FENCE (C THE I CONIC. CL' 6'GEARING COURSES17 ;I TOE OF SLOPE Ate'- L I Yi MIN. COMET. DEPTH ASPH EXIST, CONC.CL."B"(LEVELtNG COURSE) SPECIAL GRAVEL BORROW PAVEMENT 4"MIN. COMPT. DEPTH CRUSHED 5 MAX (SEE 5Pfc.fAt_ PIZOV/$JONS, h GRAVEL BASE , SURFACING TOP COURSE 5'_ FUTURE PROFILE GRADE - - LIMIT OF PEAT EXCAVATION MAX CSEE SCHEDULE OF PRE -LOAD SPECIAL GRAVEL BORROW LIMIT OF PRE -LOAD ON THIS SHEET ) LIMIT OF PEATEXCAV. (SEE SPECIAL PROVISIONS) (SEE SCHEDULE of PRELOAD ON THIS SHEET) 1111�1 (SEE SCHEDULE OF STA.76+00 TO STA 16 +7 5 ON RT PRE -LOAD ON TEAS SHEET) 42` LIMIT OF PRELOAD C SEE SSHl~DLII.E 4F PRE -LOAD ON THIS SH>=ET) .3" MIN. COMET DEPTH ELEV.- SEE SCHED. OF PRE -LOAD ONTHiS SHEET � Vl1RIEs ' VARIES •y.\. CRUSHED SURFACING � 1 y+r _ TOP COURSE 2 MIN .COMPT DEPTT14 ASPHALT CONC. CL.'B" (WEARING COARSE) Y- Y , a I +� ' T';,..- , ?:� , FILTER FABRIC FENCE I /2 MIW COMPT DEPTH ASPHALT CONIC. C& THE TOE OF SLOPE) CL. "a"(LEVELING COURSE) - EXIST. PAVEMENT \ !I „ FUTURE PAVEMENT 4 MIN. COMPT. DEPTH CRUSHED SURFACING TOP COURSEGRAVEL BASE `l ` $MAX. SPECIAL GRAVEL BORROW (SEE SPECIAL PROVISIONS)- ' . � , � _ LIMIT OF PEAT EXCAVATION ( SEE. SCHEDULE OF PRE -LOAD LIMIT OF PRE -LOAD ON THIS SHEET) (SEE 5CHEDULE OF PRELOAD ON THIS SHEET) THIS DIMENSION APPLIES 5TA.76+75 TO STA .70+00 ON RT. +0 CURB -INLET M-K OHL`( TYPICAL SECTION II Cr' CIM INLET -W-K - CALL 48 HOURS 51A.76+00 TO 5TA.78+00 ' EXIST. *2" � �.- _ �`=\ BEFORE YOU DEG PAV MENT I ° GRAVEL •° o BASF_ '.�. FILTER FABRIC 7 .": 4, �'<-ccd �s moo oe o •� FENCE R/W LINE 0R EASEMENT 1-800-424-5555 C LIME _ 4''V.C. DRAIN PIP -- 0 P._ �' 6:I BATTER �• CURB-INLET$-K- - »_-__E \ KING COUNTY DEPT. OF PUBLIC WORKS (OR EXIST. CATCH BASIN __ .h - DONALD T LABELLE D I R E C T O R SPECI AL GRAVEL SORROW - \ - . a r. - - - PET R OV I TS KY R 0AID- PHASE M (PRE LOADING) oe° SAND BAGS FOR REINFORCING FILTER FABRIC FENCE IN PLACE PAYMENT SURVEY No. 29- 23- 5- IS COUNTY ROAD PROTECT No. - FOR SAND BAGS WILL BE INCIDENTAL TO FILTER FABRICFENCE PER LIN.FT AND SHEETZ__ OF---3-SHEETS \ ` , NO FURTHER COMPENSA?ION WILL BE DRAINAGE 1) AIL MADE 5CA E HOP INCH- FT VER INCH- FT MAINTENANCE DIVISION No. 4 APPROVED 8Y�_�-� aPAJ. DATE REVISION By C HOOPER, COUNTY ROAD ENGINEER 304-88 PL.1- R-438104 15uRvEY S U RVEY X �f I SURIV E`C �15 �� 19a! o- � � �Z W 1- a lu z oop� LL uJ T W o a04 z l9 y Wz 0� �z+ z°C Q m oo Z � OC°0 0 N r�aQ Z�4 rL �+ %S Z�� aOm o -t z~Q Db�� - � w F-0+ LA Z 4 Q eD EDGE OF PAVr_M5l\tT d W 4 I� I4-'I �j 11.t/1 Ze0cw0 vJ LL' .! ouT51 D L o F C.uRV E (0q RT) / W F- k-/ I Iy5 ICE or- CuaVE COnl SUPER ELEV. DIAGRAM (6% FULL SUPER) 15TA. 51 + 31.60 TO STA • !D7fi 25. StD > _ lily >v > �� ;�o -IJN Uz Z LL pp * W O 0 W J III Z i11N Z OO Z �k LL W�� Z� ZN J a20 00 wo� Q zad Wor 3� W O� 3M �Ht toh WJ?� }-Lh 0+ t. W �Q C z Q 4 � EDGE OF PAVEMEi-IT �, ! }- rn 1J` f- Z m � � LL ul / CIUT51DE CURVE (ON +"T !� W OF PAVE PmENT i INSIDE OF CisRV1~ (ON RT.) Z 0 rsc ,V m o ,0 0 Z SUPER ELEV. DIAGRAM (6%FULL SUPER) STA.5$ty'4•iOTO ST4.torcty2.73 Q U) N Z �0 u p4c f- > �Q J t �La � > QQ 1"ZQ > I.:� z� � �In � �o :D + W't O-T W UT w oeQ 0 _ 7ws1 Z 'U)�' IOU 0 a Q Z-D F4- 06 O O O N t a` 0 rl N+t 1- w N N ao 1r + vlo+ �+ ZQQ I zr Q� NZr EDGE OF PAVEMENT I W N 0 C,� / w to ryILN OUTSIDE OF C.URV EON RT) I"l> EDGE OF PAYE.NIENT :. __. I NSIDE OF CuRvF_ (ON LT) SUPER ELEV. DIAGRAM (6%FULL SUPER) STA .70 + 58. °A" TO STA .'7q + 2 7.49 "A" c u R V E D AT -,a (so Rv Yct-- !� - Ign_31' 12- D = 8 ° LT R _ -716.2o` _i = f 1G-77' L = 231 50 ` Ft. - 54+2-q.78 CURVE DATA (SURVEY 4-- 746 4-" p = 5 V R T. R = 71(A.20� T = 224.G2 ` L = 435,33` P. = (2)3t00. C0-7 CU R\/ E DA TA (CaysT q-- i d = 3 3 ` 2cl'- 12-" D = _7' LT: R = 518.5-7 ` L = 4 7 £3. 4 2' P- -a 75+00. 02"4„ Z 3 0 > > V w � o OC � J. J In I Z � b� �4- J�� o I,r. -Z v- 0 o z IL 2 3 u) o-T - 4' 0 cup,\/ E DATA (Sup_ytt ' � �qr 6+ �� WQ rJ,n azr �� el °+ _ � I Z 4 d pp Irk i Q ,�- L - vl j- z pc h -5 L 7CO ,g� �J� W 1-0 N z� aft- J 14- D� / EDGE of PAVEr�tE.NT U IL c� Q� 'R SURVEY �/ � OUTSIDE OF CURYC.(ON LT) i �] � T = 52 7. Go ' L 101 1.03` G DG E OF PAV El\A EN ►` P. r = 9 o t 44,78 INSIDE OF GIJRVE(oN RT•) w SUPER ELEV. DIAGRAM (4.5% FULL SUPER) STA, 8 �>+54•H5 TO STA .'gI:t90.4,+ FILTER FA5RI FENCE SCHEDULE NOTE = EXIST FILTER FABRIC F5NCE SHALL REMAIN IN PLACE (DO NOT CONSTRUCT FILTER FABRIC FENCE ACROSS EXIST. DRIVEWAYS) (FROM STA.72t30, ON RT. To STA. $3+ 25 , ON RT. 4 FROM STA l'3 •� 25 ON LT To STA 8 2 5 ) STA. TO STA ON LEFT SIDE LENGTH 56t 68 LT. TO 56+90 LT, 22 FT. 58+42 LT. TO 62+50 LT, 365 FT 63+80 J-T. TO 65+SO Z. 1 53 FT. 73 + 2 0 ``A'' LT. OTATIONINGS ALONG PETROVITSKY RD.) TO I t00 LT• 1577 FT. (STATIONINGS ALONG 134TH AVE. SE.) I -t 00 RT. (STATIONINGS ALONG 134T-H AVE. SE.) 95+25 LT. i00 FT. (STATIONINGS ALONG PETROVITSKY RD 280 T FT 128THAVE. SE. 2+00*LT. TO 3+00*1T. 100 FT STA. TO STA. ON RIGHT SIDE) LENGTH 38 +35 TO 38+75 40 FT. 39+25 TO 42+00 2 d0 FT. 44+22 TO 51+50 640 FT. 52+40 To 54+60 195 FT. 55+70 TO 62+63 570 FT. 65+20 TO 67+75 255 FT. 72t30 "A" To 83+25 10 53 FT. 83+75 TO 86+00 230 FT. 89+75 TO 97+On '740FT. 98+20 TO 100+50 24.0FT. I+2O*RT. (STATIONINGS ALONG 14O' hAVE.S9_ TO 112 + I 0 470 FT. (STATIONINGS ALONG PETROVITSKYRD693 ) FT. 6 + ON LT• UNLESS OTHERWI&E DIRECTED 6Y W& ENGINEER iLT. 0 CROWN RT 51+3L(o(v -20/0 3�11.?� -2°o 51 _t 90.1(0 -2-0/0 ?i 2.136 00/0 + 2° ° 52 48.6� - 2'/0 ?i9'�.�17 qi5 + 54+�•tl-BG -Co°�° 394.72 {-6° o �T(0+08•8Co -2°% 342.5 i t2°/0 -%t 67.5Co I -2°lo 391 .29 4% 57+25.$(0 -2 /0 3qo• 0-7 STA . L- T. CROWN - 2_61o_ � � : � , 386, 5 Co 5. I I R T•. Yo ceoV\,N 58+94.70 oof II.70 - 2°o - /_170 64+58-73 +Galo 9 IO -coo Cos+-75?3 + 2% 405•of - 20o 66-6 23 O o o 408 7 r -2"/0 664g2-73 - 2°/o 411 102°/0 STp, . L_ /,,CROVvN ELEV• %� CiZOww 70+584r"A' -2-0/0 4 A 42 - 2- -71+21 4h'A" -20/0 412, 5Co 00/0 71+04.4-6"All -2'/o 410.gl +2010 73-+ 10. 4 G,"A" - (0 °/0 405. 0 3 t (00/0 7(o+'15 48'A" - 6° ° SS• 59 t G v 78+01. " =I - 2° 567 6o '307 '7 t20/° O% 2--/0 78+(.4.49'A 2°/ 7R+27.4q`k' 387. 06 _ S ' LT. to CROWN R T-, CROWN 83+"- 9 -2"'/-0 84 +-k-7 95 00/0 9 5.41 64 t6o.96 2° o �qi5. 29 - 20/0 85+5Q.T 1 +-4.5% 3q7 C°9 -4.5°/o Q4-t 85• GB t 4.5% 4.42, q 8 - 4.5 % q 5 +64.44 t 2°/° 448. 25-7 - 2D/0 a(6+97.44 q(D +'R0 4t O°/° 4-55.5-7 -2-00 -2 °/o 45 g. 2a - 2 ° ° NL y rva BENCHING DETAI L (SEE SPEUAL PRO -7-0- CHAIN LINK FENCE TYP E=- *G r a 8" MII.I THICKNESS OF SPECIFIED BACKFIL1- - da 4:- G it PAY LIMITS ExCAvATtON ONLY NO-FE I. IWSTALL. CHAIN LINK FENCE TYPE *60 AS R EG UI RED 2 • CONSTRUCT METAL HANDRAIL AS NOTED 3. FENCE OR HANDRAIL REQUIRED W"G%14 ROCKER( IS 3,' OR IAORE IN HG%GFi7-• 4. SEE SEC 6.03 ROCK RETAINING WALL C-AP (CEMENT CONC. cl_ "C") - G' I BATTER I 0: _0 I > CD �ORIGInP%L GRdUNo ROCK RETAINING WALL UNDER SIDEWALK (FILL SECTION) ROCK RETAINING WALL QTY UNIT ROCK RIFT. WALL CAP CHAIN -LINK FENCE TYPE** S7A.36t75 TO STA. 39+25,oN RT. 30 SG.YDS 5D LIN.F►`• 50 LIN•Fr STA 43+33To STA.44+04,oN RT 0 7Q SQ.YDS -70L.IN.FT• "70 LIN. FT. STA SI+Go TO STA 52t'35)ON RT. 2 55 SQ.YDS MF-TAI-.H NDRAIL 0 STA. 54t60 TO STA. 55+50,OK RT ` 90 SQ,YOS g0LiN,FT 90L-iN.FT. STA.57t I O T O STA. 58+2�),ON LT 60 SQ.YDS iICo Li1�i. FT. lino -iN F T STA. ( 2t-iT TO STA G$+85, oN RT ) 40 SQ.YDS 108 Lwc V-T 108 L 11V. FT STA, 64+07 TO STA 64tgo, ON RT. I oo 5a.YD5. 83 LIH.FT . 83 LiK-rT. STA -0+80 ON RT. (StA71ONINGS ALONG 1341HAVE.SE TO STA. a9+4-1 , ON Li. A-0 5Q.YDS. CHAIN -LINK W/ PRIVACY FENCE TYP #6 SLATS 4 CSTATIONINGS ALONG PETROVITSKYR .} 5-rP_ g0 -L 50 TO STA 91 +20 ON RT. 55 SQ.Y05- to LIN.1=T. I 70 LIN. FT. , STA. 108+$9.91 TO STA. ID8+93.35,ONRT. 'l0 50,YDS. METAL H1 NDRA4- 3 STA. 58+ IS To STA. 58+ 62, ON RT. 'TO LIN. FT. INCLUDt_S S6L, YDS FOR DRIVEWAY RECONSTRUCTION AND i MPROVEMEN7. INCLUDES SQ.YD5 FOR CONCRETE. STEPS - ? CONS"f►ZUCT METAL HANDRAIL (SEE METAL. HAIJORAIL DETAIL ON THIS .SHEET) CONI-:'RUCT. 315 LIN. F'T. CHAIN -LINK FENCE TYPE * 6 kJ/ PRIVACY SLATS FROM STA _0+t30 , ON R'T_ C5TATIONINCGS ALONG 134E AVE, SE.) TO.STA., 4l+Zo, ON LT. CSTATIONIWrS AL,rDNG PETROVITSKY Fm) SEE STANDARD PLAN L-2. , WASHINGTON s`+':R E , DEPT. OF TRANSPORTATION, ATTACHED TD SPECIAL PROVISIONSJ CONSTRUCT SO WN. FT. F%OCK RETAINING WALL CAP FROM8,{INGS ALONG TrA V S A.8943ON T(TAT (STATIONINGS ALONG PEROTSKY RD-) S' ©, M A x . 8, _ 0 RAIL ' 1 "1,0 5ALV. ME i 4L PIPE W/ V,/RLDE;- JO[NT� PIPE_ TO 8L SIEST IN G"OIA - Hot. W1 CEMENT COIQC.tz- s F'AYMr-NT' METAL HANDRAI IN P'-A-- E PEt1 L.INEA'-_ i=13'), . METAL HANDRAIL DETAIL STA. 51 + 60 TO SIA.52+3S = 17 LIN. FT; (INCL-HANDRAIL I- OR CEMENT STA + 08159.91 TO STA. 108+93.3S = 58 LIN-FT. CONIC. STEPS) 135 I-IN•.FT- DATE REVISION 42 L-: I 13ATrE4 e �. .f. ....... ti�rl^ _ STATIONS FOR uOL"r- RE7". vVALL MA'Y BF CHANGED f3Y THF aNC3i1VEER ON THE 't^I EL-D. ROCK RETAINING WALL (FILL SECTION) STA.62+-70 TO STA.(6�+80P4 L.T. �Z I SL) GS SQ.`(DS (F•ACE i STA .90+4�, TO STA: LII+25ONLT. (1112: 1 SL.) 5-5 SaYD5(FACE) PHY4 cll'vIl i .J ROCK RETAINING WALL (CUT SECTION) ST-A.4._+i- TO STA .44+Ste, ON L.T. 210 SO--(IDS{FACIE �i A.f3G+ 1,E T STA ,66+75)ON R',�. 1 80 SQ_`tD5(FACE') BEAM GUARD RAIL 'TYPE I FROM STATION TO STATIONt STA. 7C r Z)W 70 70 30"A', -70' _.T aZ� LIN =7. S%A. 7C.t02`A" TO 70 t42 IA; 32.' LT. 4 _IN. F T, I STA . '73 r 0o I'4,t , D -75 T o.5'A" 3 z' RT. Z 05 ►_ I l v. r- r . 1 ;A 1_- r35"A' TO 80T53"A" 32"RT 516 L-IN.Fi. TO 7A L_ -T a 3 LIN_ FT t : +rD CONSTRUCT SEAM GUARD RAIL \I-._ ANCHOR TYPE I CON BOTH ENDS) Ian of v CALL 48 HOURS _ RS U VA01 qll Init �e_c BEFORE YOU DIG 4114 �03 O.``' 1-800-424-5555 KING COUNTY DEPT. OF PUBLIC WORKS DONALDJ.LABELL%,DIRECTOR PETROV ITS KY ROAD- PHASE U 120th AVE.SE. TO 140th AVE. S E SURVEY No. � 9 "2 3 - 5 15 COUNTY ROAD PROJECT No. 70018 2 SHEEP_ 3 OF 44 SHEETS '.F 00 INCH- FT YER INCH- FT MAINTENANCE DIVISION No. `� ,) APPROVED BY / • LO th 6 J,H/L. i° CO b 10AD ENGINEER DI%XERIC3i POST OF WASNINGTON ;1 - R-438105 A %7.A(.-/' A-r 8 8 CL DITCH PITCH 2 a 0. L VAN, RI ES IU V v tU LIMIT of PP-E-LARD SEA PM-Lra�D SWEDULk. G?1J SHEET 2 CaF' -7 N I N d Q PEE- LOAD FUTURE c1p14- >Eui h Q w �PeE-LOAD z FI LrE.2 FAs21C i rtr- \ FeNc a irr- t~x I ter. AG . EN r 2S $ ; 4 %rrr 1=XIST !tr �2oLIIJD EXIST. G2auUD %ice! 4 PEAT EXCA.b'STlotl /�` \ l2"m 18 � PEAT Exc:4v. pRAi IJ AfiE. PITCH PETAL STA. 73+CND Tm 74 4 5c C>W L.BFT ES Lit-1 IT «F PRE.-L ap SEE PRE-Lc.D 1Gr-HEDULF- =,O SHEET zoF7 PF-E- Lov-s> PI LTE2. EABP-k- FLrI'u(z.E GLADE FEtucE EXIST- G2puND i9m DRAT QA4:�,E P ITGH pETAI L STA 72-+ 3o TC.a 73+caa cam" Iz16 PT STA 82+1a T�J 83+ _S 4w P-IQF-fr LIMIT of P2E-I-C—D SE.E P2E-LitiiIp SCH uLE SHmr-T2oF7 Iz'-r� D ITc-H FUTUIZC �IzapE PPE - LsZIAp EXIST. C'fdouuD PF,,�r rr E)(CA\/,d,T100 N,AIFED - DRAiNp,QE DrrcH DETAIL sTA 8I +oo Ta 82tOo oIJ I21<jEjF{T ('L DITCFI �7 a REMOVED W 77 � 1 Df2AluAr_E IDMC { TO I-bvE I111JIKIUM SLOPE, dF I SErT LE M E N T Pori D D ETA,I L_ `L EX IST pc - DRNEW Y STA flp +-10 O •710 -/o -- WaTES (I� SIDE (Cu-r) c-LoPE Ni" I36 CHAT-iCaEp gY THE. kjez12 I N THE F IF-LF=,. C2) Sr=TTL.Et-jE.-rT PoUD SP--LL Be CowJSrRuCTED 4' AvlA.Y Fec5m THE T->E bF THE FILL (p12E-Lc%&,o) SLOPE . a CALL 48 HOURS .� BEFORE YOU DIG 1-800-424-5555 s K N tNTY DEPT OF PUBLIC.- WORKS AOIJALD J. LABE.LLE D e R E( T 0 R PET ROV ITSKY ROAD- PHASE II (PRELOAD IWIG) 4(JR'VF' Nv Z9-Z3- 5- IS -_--_- COUNTS` ROAD PROJECT No ....... OF .---T------. SHEETS yQ .04E r •1 F P . H CIf JIM a MAINTENANCE IVISION No.._. PAUL C. HOOPCR COURT ep FMGINFEe 14.4 L% tltNlt:YV !'CAST OF WgSHIN I.T C]N -- - R-438106 4' as R L. Z T 00 co 0 W Y? STA. I11 +00 3, NEAT LI I- VX 15TI NG I a VARI E EPROM 0.8 A d A ` -4 CEMENT— CONIC. 4 .4 ° �If0. CIO Ooc'l o° Qe pa��••ooe. wee cop9D av eeO o0. O.O •io t7� I.. a•°ea ev �oD ea pOp 15' DRAIWAGE- EASEME-KT- Vl,'ET LAND 1 11 OVERLAP( !~XISTING PAVEMENT G U LV- P • • O Do e0 e0 OOD a eeO d° as • ° ! ° 6 , °" a••: a e - GRAVEL BACKFILL FOR PIPE BEDDING ppe a °• .,� �.� e . o 000a000d i Ooo oo*o-o ° ,+, "v. ° � F. De a soopee ee TRENCH REST ATI ON DETAIL w 43 f LT•> STA • 1I co TO 29' RT• STA , 111 * 00 z J I.E. CONST. CONST 1o8 LIN. FT- 095 STL. COLV. PIPE W/6`'CAI+'M5F-;Z @ CONST. . 6"CALM BAR STA. 81+96 -- 181� CROSS PIPE DETAIL AY•OID CUTTING SEYOND RIW L-tNE -- -7+ 0' a G"UNDERDRAIN PIPE C GRAVEL SACKFI I_t- • D - 1�OT� ' SIDEWALK wtL>rH MAY BC FOR DRAIN R E D L CE D TO (6 FT- I S"---1 UNDER DRAINPIPE (O THE BACK OF SIDEWALK) DRAINAGE INSTALLATION DETAIL REVISIONf87 +50 (STA. TO IOC r00, ON TriE RfbH`r) PETROVITSKY ROAD m CEMENT, CONC. SIDEWALK VARIES (MIN • 1112 = 1 ) (MAY . 2 = I ) PUGET SOUND POWER AND LIGHT +ll J DPgINA6E � EASE..M E.I� T I i I /a W ET LAND LE 380 - 1 - IIJ _z J W h 7 jj I w VARIES *f RAINAGE DDT - i I EX15T'. wFr0+1i�D exiST• GIZOUNID NOTE . PAYMENT WIL-L BE. MADE UNDF—R "DiTCti EXC.AvL,..rjON/ ' CU. (AND NO FURTHEP, COMPI~NSATIOH WIL-L-. BE IvIi ,) DRAINAGE DITCH DETAIL STA. 83 +'75 TO STA. 86+00 OR RT. I)TA, 90+50 TO -STA .91 t50 ON I-T. NO�E. P/NYtvMEN-r FOR!"CHANNEL E.XCAYA-T-ION /CU.YR" Lv1+_L. INCLUDE CLEARING '�, GRUBBING 4 eccAvATIOr,I . CHANNEL CONSTRUCTION AND RELOCATION DETA I L 140TH AVE. SE 7 p 13: _,,4"MIN. COMP'T- DEPTH PUGET SOUND POWER AND - /17 1A 2'm%I , DI?1vF-wAY 1 ' FUGATE,MERLE ' Ij Z ui 2077A - 2� z r W GaTeN r NFW�9DE ol, 1, C'i I flo lil S,t Q� N fV 10, BRODKA, HELMUT Z077A-35 LIGHT �► � EXIST �I GRIISHED SURFACING � \ - EXL I STA ti U COURSE -� \ EXIST. GROUND - "-`' `' ""�''"'` ''-` \ w ALIGHN N1=k' CHANNEL. W/ EXIST. EXISTING OR LANDSCAPE _ ® Q 1j; (DOWN STREAM) CHANNEL AND CLEAN GROUND �. UJ EXIST, (DOWN STREAM) CHANNEL TO 1811 � 'NSUKE FLOW ROADWAY STRUCTURE �� VARIES �Q SECTION "A"AND "B" ��,, „ i EXISTING 81 EXISTING _-_�_-- e, °too 11 IS GROUNDGROUND , ; GRAVEL. BACKFILL ROADWAY STRUCTURE FOR DRAIN 1I• \y/ - SECTION A AND B + o 6'� UNDERDRAIN GRAVEL 'BACKFILL VNDERDRAIN PIPE CAT TOE OF FILL- SLOPE) STATIONING FOR DRAINS II 6/f�UNDER .RAIN PLAN INSTALLATION DETAIL ALONG 140TH AVE. SE CHANNEL CONSTRUCTION 6I RELOCATION STA - 108 + 75 , 50; FIT TO STA- 109 + 73, 49' STA • 108 + 7.5 , 50 RT ,RT TO- IS -TA . 1 +87 * , 39 RT DATE REVISION Plate uf Record CALL 48 HOURS Date 4<<el'3nit. 4�• BEFORE YOU DIG ' 1{� �° 3 •'�• 1-800-424-5555 KING C :AUNTY DEPT. OF PUBLIC WORKS DONAL.DJ LABELLE DIRECTOR PETROVITSKY ROAD PHASEH. 12 Oth AVE. SE TO 140th AVE. SE. SURVEY No. _._. 29 - 2 3 - 5 -15 COUNTY ROAD PROJECT No.70 Of g? SHEEN ._-. 4- —OF 4 11 SHEETS a ,_F )R INCH-- FT YE-4 INCH- FT MAINTENANCE DIVISION No. aPPlOVFD 61' IS J. H AF F CoUNT+Y QAD ENi r � pIi POST OF WASHINGTON R-438107 3 04 " 8-8--C R-438108 T 00 LLI 0 R= 40 0 = 102°- 39'- 2 5'' D t- 1 N CP Cp k 1 CP lit 1 � o� . 1 l N PETR V ITS Y 1 RD. 1 5 I 2 3 5TA.66+99.67 ��T�� , �� _ 4�+0o Rfi,y h• PETROVITSKY RD . R= 40' A `77, 20`-35,, OF DRIVE WAY N G Q �- 44.+13 r` ABANDON EXIST.; t� DRIVEWAY ; kuiiiiiillllll 18FOUND PROPERTY Q.'S' CORNER G'}•5°�'�o •' "a ,ty q5' V� 90 ° I µl IA NE � r �41.90 7 S 9 10 INTERSECTION : I287AAVE. SE. : STA. 66+99.67 NW. CORNER R= 40' A -102_,39j25" L= 71.67, STATION OFFSETS TO GUTTER ELEV. 66+ 20.6 A I zq' A 1 408.17 2 6ro+3 3 .95' 4 02 3 66+51.86 C 4.01 C 409.6o 6+ 51.60 D 60.00' D 410.16 5 66+54.66 E _77.16' E 410-sq NE CORNER R- 40' d=77°20-3.5 L = 54' 6(67+02.5 F 0.2.4 F 1 410.30 7 +0 5 G 6 10.40 67+16.5 H 3T.'77' H :ill .10 IL 67t2 3 1 31.26. I 11 .70 Io GT+41.57 J 29' J 412.0 R = 40' A 0 =43 = 48�- 46" L= 30.59' 6 A = 44° 54'-45N STA. 0 + 62.86 15 E .2 6 W 1Ij 4 Q 9 PETROV IT R=40' 44" F L=61.28' 7' Q.0+000341HAVE. SE.) = 88+78.88 (PETROVITSKY RD.) MON. IN CASE Y RD. IHTER51_CTlou = 134TAAVE. SE. : STA. 0 + 00 (STATI ONINGS ALNG 1341HAVE..SE) N W. CORNER: R= 40' L1=43°-48=46" 57ATtON OFFSETS TO GUTTER ELEV. 1 0+62.85 A 18' A I 40 . 2 01 4T.9 20. 89' . o 3 0+3S.19 C 29.14' C 408.01 NW. CORNIERA=5' Q =44" 54'-45" 0+33.13 D 32.67' OT .89 N E. CORNER R= 40' A= S7° 4.4-44" +62. E 0 .7 0 t47.93 F 20.90' F 408.8o 7 0 +35.15 G 2.q .17' G o 0 + 26. H 62' H o 0 9 0+22.gl I 511 I 41o.11 INTERSECTION, 1407J AVE. SE, : STA. 108+05.24 SW. CORNER A = 7Z° 50'- 05" R= 35' L - 44A4 ' STATION OFFSETS TO GUTTER LEV. I 01+57.29 A 301 A 51043 2 10 +6 .23 $ 31.75' B 510.56 3 1 of+-18.oT C 36.94' C SI D. 3 0 + 3 •4 D 510.0 0504-83 SE. CORNER I Oi`-09=55' F,= 35, - L - 65.46` 6 109 + 59.91 F 7 5.33 F 1 509. 0 7 1 a+ 5 .$ G 59.15' G 50 .51 o t 4.22' H 509.6 9 to +77.57 I .33.76' I 509.72 10 0 + 3. S J 1 30 309.68 PETROVITSKY RD. ' f47.95' __-7- , r 88.11, STA. 10 8 + 05.24 I 1 � � i I 1 , _ :c A {` S r1 CD S ip L R =• 35' D 3p' T" �(p 1 1 30, R = 35' 0 M �t 115 o R w LINE �J 46 Dc 1 D q �.r 4,J� C NST. 45 LIN.FT, EXTRUDED k3, y to, 4 3 x_ b c+�8 !�_ 4r`' ASPH. CONC.. CURB �� ti��• 63 y��' MATCH W/EYIST �'" p 90* ¢ TOE OP FILL ~^ ----- SLOPI: CONC. ` R=10 p ��SLA PORCH 61 \ CARPORT +70' FROM, �JJ Hou SE. l f 1 R/W -4 2 0'77 A- r GRANT RI CHARD PLAN SCALE , I' = I O' CHAIN -LINK R W LINE FENCE TYPE 4 6 - _ -EXIST. PROFILE. l $' 1� EXTRUDED ASPH. - CONC. CURB ---, �- EXIST. GR. 2'COMPT. DEPTH ASPH. CONC. CL."B" 2"COMPT. DEPTH CRWSHF-D SURF -TOP COURSE SECTIQ-N A A - j RAW # 2077 A -33 I� WORLEY, 1Ess H. 1 + HOUSE GARAGE µD 6F ASPH ALT; , EXIST. YARD ij BASIN TO _ REMAIN J 2p'^ - 0' R'IO'J� R=40' 65 ° t EX15T GRAV Ia . j DRIVEWAY To 20' BE CLOSED r 'r •L �f 4F pC�IVE.WAY �. 62+ 60 J - ------ - - --- ------ - PETROVITSKY RD.-------- __ R�41 63too Q 64+Oo PLAN SCALE : I "= 20' (0 Oaf EXIST. GROUND - qw LINE\Q ON SUPEREI.EVATION SECTION B - B I� 1� I� 11�10.� I1z 1 � I� I- E. 381.1 l2'I� SAN. N 4.2' RT 83 t69 39 RT. 84+06 EXIST M-H, C.5. IT-64"4t TOP 367.71 TOP 392.00 I.E. 3-79.98 "1"A � l/ 1S,! 'l 06 0� x 0 (0 :51c po' � .4 � 4�VPG Pi- AN ,IA A xb K REMOVE 22 LIN, FT.- EXIST. SAN. SEWER PIPE, AND RECONST. 221_IWFT.-12" O BLACKSTEEL PIPE AND COMIII WITH EXIST. 12"o SEWER PIPE @ BOTH ENDS 00 84 }20 G 13 Ul- 54�I� 5r 5t 3 CONST I5 UN -FT' (I$"O SLEE-YE BLACK STEEL ' f l PE , MIN. ' 4" THICK) 1 � �xlsT• ar' saNI I-- -- NOTE. PAVEMENT FOR REMOVE 22 LIN.1 T.-EXIST. SAN. EXIST. kN E 380 28 - E 380-2) 4 SEINER PIPE, 4 RECONSTRUCT 22 LIN.FT.-12"O I E. SLEEVE S"c� SLEEVE BLACK STEEL PIPE, AND CONSTRUCT 15 LIN. FT.-18"0 5 (BLAGK STEEL (BLAGK STEEL PIPE 1,.E:EYE (BLACK STEEL sPIPE)WILL 6E INCIDENTAL PIPE, MIN.li4" MIN.'14" THICK) To THE. PAVEMENT of SPECIAL CATCH BASIN TYPE THICK) II-54"0, -# NO FURTHER COMPENSATION WILL mr. ELEVA`T10 N MADE. SPECIAL CATCH BASIN TYPE IL- S4" DIA. DETAI L (SEE SPECIAL PROVISIONS) TOP STD. FRIkK E 501-1 D METAL LOCYIIAG COV>EK SEE. REINFORCING DETAILS FOR M.M. SLABS ATTACHED TO SPECIAL PROVISIONS 89' 42'- 48 70=+� I.E 'MIN. N 56"pry IN. DIA. TOP STD. FRAME kl/SOLID METAL LOCKING COVER 56"MIN. DI A. 48"DIA. 2"MIN, DETAILS FOR M.H. . r i_a _.�`•'.'y:-:�..,..�,,.►.� SLABS ATTACHED To SPECIAL I 2'M1N PROVISIONSN 4S„DIA, LADDER 89' 42�487" H �RE$AR TYP, ��/ - 86 V. REBAR TYP. -#7GAW. 7,GALY. REBAR REBAR TYP. 5 47 GALV. REaA tK. I STEEL CULV. PIP TR. 1 STEEL CULV. PIPE- ARCH 0.109 T11I I.E . 0.109" THICK 56" 31--- DATE 48"DIA. SPECIAL MANHOLE DETAILS TOP I.E. H "D" ( DETENTION PIPE) 26.5'1ZT. 46+75 388.19 378.46 9.13' 48100 30.92'RT 32.31'RT 60+25 395.09 318.41 6.68' STEEL CULV. PIPE ARCH -58" SPAN 26.0' RT. 61+15 84+75 384.95 395. 13 378.86 383.87 6.09' 11.26' STEEL... CULV. PIPE ARCH-59" SPAN 54"0 REVISION BY 8., 2"MIN, LADDEK 47 GALV. KE.BAK (TYP ) Flan of Record CALL 48 HOURS Date -6.e _ ; BEFORE YOU DIG -116�03 6.01 1-800-424-5555 KING COUNTY DEPT. OF PUBLIC WORKS DONALDi LABELLE, DIRECTOR PETROVITSKY ROAD-PHASE]C 120th AV € SE TO 140th AVE SE. SURVEY No. 29 - 23 - 5 - 15 COUNTY ROAD PROJECT No. 700182 SHEET S OF 44 SHEETS �(��S A h� SCALE: HOR. INCH- 20 FT, YER. INCH= FT. MAINTENANCE DIVISION No. 'dF APPROVED 6 T : -�-- '� 4 p, LO S' J. HA CftY ROAD ENGINEER R-438109 304-88 D_ ............... ... .............. b TM W co O w SEC. 28, T-23N.) R,5E, W. M a it _.. �- Ul. HAF R CONST. SAND BAGS, SEE DRAINAGE - DETAIL ON SHEET 2. OF 7 3 f me:;µ - •. .:. ------- _a .. _._ PRE- LO AD :4 CONST. SAND BAGS , SEE DRAINAGE DETAIL ON SHEET 7 OF 7 7 �tttrt� SEC. 27,T-23N.,R5E,WM, .. w F"` ►T ExLF g-CAVATI ON PEAT EXCAVATION w.. f. d` =� FILTER FABRIC FENCE SL DRAINAGE DEWL ON *SKEET 2 6F7 TYPICAL SECTION "U" ~-- " MULL , HERBERT E. SKY ROAD 20 A- l G STA.50+20 i0 STA 80+4S-5 4 RIGHT CON5T. CFIR1ES) SETTLEMENT -POND ZWX'T'X4' DEPTH. PAYMENT WILL. BE lKCIDEIITAL TO DITCH EXCIAYAT10% PER CILYO.. NO PURTHEA COMPENSATION WiLL BE MADE. SEE (FINES) SETTLEMENT POND DETAIL ON SHEET 3 OF 7 �-Z_c C FENCE7 DP+ktuA ELW-IE OE TA 25� r-E . 381.01 Dt2�J1lAC-,P EASEMEt-1T n, —— A.C. DW Y. -- � ------ 25, 2077fA - 5O s�. "Ta RT 8I{45 Cd1ST AL(Gid �EX� EXIST. CZEF.t~ v�ltTi-1 DIT�i;. EX11b7. METAL (SAT!!j f}` �~ (STATI01. iQCCq ^a(�C�nf�.E IS A,,pMc C. Lc)cATlotl. EXACT L c,,Xlc)O WIL _ SEGAL.E MAR/O g, SF_P1=TERMI��1� By THE E-061JE.E.R 10 `CIAO- Fl E. Lp. , - T 00 co W w l NOTE ALL ELEVATIONS SHOWN -IN z w i w = } �}- TH15 PROFILE ARE @ THE FACE M 0 0 W W OF WALL N (r X F X= COU Rcr M N O V! 10 `r x } JAIZ 1` m COURSE S to o uuti o D E F D 410 C C C C - C C eCOURSE � G F _ - -- -- - - -- - 405 �� 1 ----- ^ _ 405 C C C C C C C C A COURSE- IL ELEV. 4029 E ELEV.401.4 400 Z COURSE 1. J ELEv. 400.0 400 o Q D L^ \ 8 c c � E J B D ELEv ' Qs.$ + Lnz EX1S.T.48`,o W or - _ _ _ _ _ ' r rC o + o Cr - 395 w �` `�' C LV. Cr � 395 coo + Ln + + + In `� o N o Q- ao 00 ( o a o °- + GABION CRIBBING TYPE No, i -w S! ZING CHART 51zEC001= SIZE (FT) PARTITION CAPACITY OLUMITIE LETTER LENGTH WIDTH DEPTH NUMBER CU.YDS. ONLY A 6 3 3 I 2 7 C 12 3 3 3 1 4 3+ D G .3 11/2 I 1 ! 11 E 9 3 IYZ 2 1.5 a F 12 3 1%2 3 2 11 G 6 3 I f 1 0.66G 2 SUR. +4.5 Y. PETROVITSKY RD. COURSE r y ` jti \ ' Sq+35 +40 445 +50 +55 +60 +6s +70 +15 +00 +855 +90 +95 go-+oo +05 +10 +15 +20 +25 +30 t35 +40 +45 +50 couRs� ,,- O F1 LE VIEW C�uRs n SCALE . HOR. I - 5 X a It °~00,\\ r 4 5' LT Ex 15T. 4$"0 Cu LV. 4 5 LT. m ELEV. 391.0 ELEV. 39 T.0 `V FACE OF WALL o c CO lJ RSE � --- 43 L`[, 44.8 LT Q- 44.8 LT. 451T S ECTI ON � X oY ELEV.398.5 C F\ 8 D B C C A ELEV. 398.5 PLAN VIEW � �� SUR. D 41.8 LT. 0 4S' ELEV. 398.0 oC 0 40 LT. D E E �� /�- w 40'LZ. (8', , ti +4.s q,� 38.8 LT SPACES UNDER GASIONS TO BE FILLED a -y __ CL __�O�► A;0 ELEV.397.5 B C C C B G D 3?.6LT. W%GA810i�1 ROCKS CSE� CUT SECTION X-X - o 01V THIS SHEET) �o ' CouRSE�- FILL. MATERIALS u- ��' �' �y b RSE ELEV.395.a 37. 6LT. % �,� $ �: -- 36.i LT, w 35L7. co , 35'LT, w ELEV.395.8 - cG �� ELEV.395.5 v uR a + o \\ �� a ¢ /Co R 00 0 �I JCS \ Cr<n _ ` 397.00 .--345.17 89+40 +45 t50 +55 +60 +65 t70 +75 +80 +85 +90 +9s 90+00 +05 +10 +I5 +20 +ZS +30 +35 +40 +45 X-SECTION Gd $9+50 451 S11R. i COURSE g CO 1 MA-" ALS N+ 400.0 44.5 LT. + RSE �- , 44.5 LT. So ELEV. FACE 4F WALL PLAN VIEW 44,3 LT RSE 45'Li �, So::::. 400.0 0- �, 45 LT. b CpU ZCi i ELEV. 400.0 C C C C A E ELEV. 401�4 � COURSE �- f } A C C o } pe 40 LT. w j 40.1' LT. D A C C C C $ F F E 4o'LT, �--W397.00 395:T`r Zoo ELEV.399.2 38.6'LT. A C A Z 0 X-SECTION G 89+75 3P3�.T. zo r o` 37.I TT. ELEV.4D0.5 W S11R. W ELEV. 399.0 � 45 p aIL o a ELEV. 391�.1 A p- o 00 89+40 +45 +50 +55 +60 +65 +70 +75 +80 +85 +90 +95 90+00 +05 -Io I cy +l5 �?o +25 +30 +35 +40 +45 -07 �,�ti• �-- FII.-L MiATERIALS o- m orI00 89+40 +45 +50 +55 +60 +65 +70 M o- 00 6 � COURSE Co SE � COURSE I 397.00 --c--3~ 9 7 X-SEC71ON a 90+00 4 4.5' SllR. 40 .� � 4 5,� ti4 5 +SO ±85 }R0 +95 90+00 +CS +10 t1S 20 25 +30 +35 +40 +�45 ;Jti J� r� - 1 FILL MATERIALS VURS E -z co COu�SE � 399.96 _- -- - COURSE 398.73 Y- SECTION @ STA. 9 0 +25 Plan of Record �. , - E P .p F: P Lj B L I - WORKS 4.a +45 i-60 +55 +60 +65 f70 +75 +80 +85 +90 +95 90+00 +05 +10 Vol +15 +-ZO +215 -`30 435 +40 +45 DONALD J, LABELLE 0 i R E � 0 k Date 411w," Init. -4,c. PETROV ITSKY ROAD PHASE II C,14 COURSE V. ", 4116101 (3•w• 1POth AVE. SE TO 140Th AVE. SE. +� �� DACE OF itiir'11..1� PLAN VIEW � A. � ,�, 29 - ? 3 - 5 --15 "t�UNT!' ROAD f'RQIFCT Na. ?00182 6 ,D 44 `7HEE7S i I ---L 0 E F D CALL 48 HOURS v .� BEFORE YOU DIG 4 90+10 +15 t 20 +25 +30 +35 -'-40 +45 +�a �r y'Mr•� �, tE DIVISION Na 1-800-424-5555 L1 �• LDUIS J. HAlzfF Ail FNGi NFkP 5 __ R-438111304 - 88 E DIFTFP'CH POST OF WASHINGToN P I LTE 2 FAFSP-i C SU PFt�,ef P1J BY \/IP-E FEIiCE. CA EF , I HQtS . PA.YM E JT- W I LL T n BE IWCIDELITAL To FILTER co F�3Wc �E�cE Pie LI L1. FT. A4-1p IJo F'UP-TH M 6DMFr--L M \v ILL BE MADE . I O � C 0 W GMAL SME w s Y` p .... PL.aST '~In EXIS`T.' EXIST. C.8a��" ' `PA`lMENT FOR SAND BAGS I WILL BE INCIDENTAL TO FILTER FABRIC FENCE PER x o ' LIN.FT. AND NO FURTHER COMPENSATION WILL BE `O MADE. f ; t � E f i - 1 • ... i ,fit ��wmy' 1 a :' -- — cPa...... _ Au �.. > e. .,,, .. ex.r ox ... a - . ox er - r • .. ....ox .. .o ... • .orv.. •-... x - - - - - - ` 6 .. .. _.. .., ..... -. .. ex e - ••xex e. o ex a sae ex e.✓ ex ..,..e-. ... .... x _. _... - o¢ 9xovao S. k S:.ixOWxS.n o. a wo. o. .. ..... n "� 6 ' m •: wx'- w xn •' ex'e 'ov . "" .^r'- � .... ;• a . - 3Aa. _ _ _ _ jgp%�V�m o e. exw o eA � A 6xw• 6 e eIa e".n:'a¢ ..... ,R,'oxRa..a0.9:8 RxaXwxR .oieH . 6x. a .. o ... ._ � ow`ra...R n ApR:;xe. _: 091 :1 „fig l5xo.!RA..,, ...xwvA!..'9..x ...ex^�P...0.'°..'6. k';@x•iA:YK.SsU iFNWA .A�o9P?Rk.4' , Sn"3a.... �wY«'T."�i'v„6+o986Fei:;! .. _ •••Sx as . Sxc:T: ^�'2?.pr. ¢' a.. 6 '.5 . ..�e. .n .... .. _n . .... ......... .. ,......... _........ ........ .. ... .. xn 'w-0.. .nr .. .on..... .� .. a� .a.Rns..... .w moo.. .., a°�Y,R.:.S.;��i$A8#±i8�:5�x3Y,4: ".AS7k' .. eNHA&w`IR.�. .,,I' Y4i9n A�fii � 8nYe,9 R'4"✓, �� .:: .:. .... ..... ... r ao5.e ., .,.. r�&N.,we axQ`..ee...ae ..xb".%�e ._. .. .. ae. ..... _R.e '. _R�..., _5:e .., __ex .. ...w ..., .ic..i.+ �� S�eimdesYk".A�sda.RwA. osr�roa»�' • A:�oe °_Rcae •:. .. _. ; . _ W o :... . .,E.�Re6 Rw�er>��aw�:-� ��;� .. e � aar �vA .raaam,e�er°x,.. �xxR .. .�a _.� w .. _„_.... ,.. 39.5 390 $.Q 7 i. 5e c ':,,: Bwl4,• i , r. -.e ., „' '. :... ._,.... .- .....•.. . - 55' LT. 83+'74 To: B6,'17: $3+ o 4 0 P.VC.RL.ASTIC PIPE 5 5 LT S *t 6t ! .210 LIN. FT.— I $'"O TR. I�STEtt., Bo ,. . w '� 385 LE..3.60?7 i13�.�/F.RT PIPE D•>b.�54 THt��C Y� r� 53 IRT 81 +95 ',I-'�NY' � LiGA'�E'D > . ,. I , E . 3 $0. 0 0 513 RT 8Z+ 10 �I8a oo VS LIN�IRFT.-1ST. ►,S'�.1Ri'�� M ,TAL r , 55 LT.: 83+.3` ' Q : 17 SIAAPII� I.E. �ao,00 I:E.3$Q.SZ" ... ... focK sRiA IL POR `— ...:..... SSPALL: MCK FAR Sl9PE. PRIDTECTIf�I� E LOAD � en N CptiiST: T>P,A.IIJAf�E DIT-cw P-[Q -r + qp SEE DETAJ L sH F-ET 3 dF 7 ex ex a ex. e" x .:ova9 a x� ova. x b.ovaR:. Aavra r••Rx9 •Rxaa S..s.ov¢RI6Ae.�!RDA xKo . LewakAY.. .rGeY.a..`WC"AwXaRAkeY .A..b. RYgetl al.. VY o i24..aR noRARbxLVWtXbaoBb4Yi$eapMYo&bo^R5:Aq.�Yn'6A.ARiRi�xi.;m�x[JIF.oem�.Yrii¢xR'.. 'a a++w ,... a..... ... • xs.x _w.. ssem .u. exa xmr .0 xeu ,. uvo ,. uix .0 ... '�atiRa.QtlroAaRSK6XY.Fv.aRapfia4A�RxavA!FAxWv_ �k�.^A&aY�R"9k#nRKaA6 ..i .• .. ... ... _._ .. _._ . . ... ,.. aevrc� .... :, w. .. z.exa..M, w....axor w%eron..w �....aa xSaxx., m....vx4'<amem...xxo484�xe .. xxorY >H xxa4rx ,xaoHxxar ...xrco¢aSr: n..., .. _.�n ...o. .....ax num .. arord:w ..marN „wm4tu ..,.. mm:tR....wrt�:4xbxvx-u..w�P<Rrrw,w.wxaduTFi�^'wxP .a.4.,. .•r�M W ..rc�YR ..vN R+w .•r w .v AS. -xi -x � � 8 .••�•^ �•.•, .••• .x' xe-„-, c`a0eww' .:.m.—. xa.xgytio>a4a*.we:.+w .... '.., w �� 4 85 m._ _:_._:.... _ __m R-438112 �J4--t_-� .P.�...�.5.__. BEGIN 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 Ma I* pv 1 rum rw mml APPROVAL QF THE ENGIMM. ►.I STEEL CULVERT FIFE, O-M CAN BE SUMITUTED tY tZ ALUMWM ClWVM T 1bo"THICK aw mmmm mmmm z MP 14i I - r"-, " ['_' 1 0 kog Una ..." 7 ==MMMMMMMMM mmmmmmm mmmmm mm mmmmmmm prr, "",� now ti ---_m_----_-- ■■mmmm ■mmmm ■mm mmmmmmmmmmmmm L__ I ►, MAI lot T 00 co T DIETERICH POST OF WASHINGTON 1 tEX►ST. I� GROUND 1 I FOR SPACING G' 0. C. ,I ,c I CIO%Z"x%4"x10 EXIST, GROUND ALONG GENERAL NOTE: BACK of WALL I. TIMBER SHALL BE DOUGLAS FIR, DENSE, ; . d°° - ` - - - - �I _ _ _ CONSTRUCTION GRADE , AND SHALL BE 5 $o 1 • @ -j - - - - - �i -_ - - - -- - - - _ PENTA CHLORO PHENOL PRF-SSURE TREATED BY THE EMPTY CELL PROCESS WITH A MIN. goo J i �° S NET RETENTION 0.5 LBS. PER CUBIC FOOT TRUCTURAL STEEL PILES Hp ID X 42 SET OF THE DRY SALT. o o 0 2. STRUCTURAL STEEL_ SHALL CONFORM TO �� ° 8"1C RANDOM RDl]GN CUT TIMBERS A.S. - " " A 5 �,' °00 / PHENOL TREATED T M. A 36, GRADE A . ALL EXPOSED a�P°rne SURFACES SHALL BE FREE OF CONTAMINATION �o°teeo� I ��- AND SHALL BE PROTECTED DURING POURING . 98000 - OF CONCRETE ANCHORS n° n°� 11 II 3. CEMENT CONCRETE SHALL BE CLASS "C" c e��o - MIx ( f'c = 2,3oo P S.I.) jl FIELD CUT TIMBERS ' n o3 CEMENT CONCRETE SIDEWALK 4. F T MBERS SHALL BE TREATED o O nea M WITH AN APPROVED WOOD - s N e m •: o; Q,� ¢,;. a; ax.• • _„�-ut . PRESERVATIVE - z : o ,�..•��• S• PAYMENT 15 PER SQ.YD, OF FACE. o _ GRAVEL BACKFILL FOR DRAW I2'' SEE ATTACHED SPEC. FOR " TIMBER - RETAINING WALL" ►t, �'L '_A'' v }' I h, MIN 6"OUNDERDRAIN PIPE W/MIN. 0.5% To INSURE FLOW ^. I� II hIII, MIN, jl � LII, 24"0 BDRED AUGER HOLE ,r'' ii' 0A Lo A 1 ANCHOR PILE IN CEMENT CONCRETE CL. "C" ct [ I L A` V A A A TIMBER RETAINING WALL FROM STA. 70+60i4' TO STA. 73+00"AN ON li, l _0 CHAIN -LINK FENCE TYPE NO, 6 - 240 FENCE POST SPACING - 6' 0. C. (AT E� PILE LOCATION) FOR TIMBER WALL =x I I � b P . C L."C„ BEM T CONC' TIMBER WALL PI QUANTITY CHANGES I, DELETE REINF CONC. RETAINING WALL FROM STA.70+60"A" TO STA.73+00"A", ON LT. GRAVEL BACKFILL FOR DRAIN -150 CU.YDS. UNDERDRAIN PIPE 6" DIA. -238 LIN.FT. DRAIN PIPE 6" DIA . -20 UN. FT. % STRUCTURE EXCAVATION CL."A" INCL, HAUL -1,41 6 CU.`(DS, SHORING AND CRIBBING CL."A" - 4,11 (o SQ.FT. C LUM SUM) GRAVEL BACKFILL FOR WALL - 630 CU.YD5• STEEL REINFORCING BAR. FOR WALL. -24,4G3 LBS. CONCRETE CL." B" FOR WALL - .311 CU.YD5, CHAIN --LINK !FENCE TYPE 6 -- 240 LIN. FT. ADDITIONAL QUANTITIES U CONSTRUCT' IIMBER RETAINING WALL FROM STA. Z0+60"A" 70 5TA.73400'iA") ON LT. +1 CU.YDS, GRAVEL BACKFILL FOR DRAIN + Ito CU.YD5. D UNDERDRAIN PIPE G" DIA. + 240 LIN.FT, 0 DRAIN PIPE 6"DIA, t1-7 LIN,FT. O CHAIN-1-INK FENCE TYPE 6 + 240 LIN.FT. +20 5Q.`fE5. TIMBER RETAINING WALL (FACE) + ZA-0 SQ.YD5. TIMBER I E CHAIN -LINK ) FENCE FABRIC - CHAIN -LINK FENCE TYPE NO. 6 P05T FENCE POST SPACING - 6'O.C• (@ EACH PILE LOCATION) FOR EXIST. TIMBER WRLL ~ V4 V? CHAIN-LIWK FABRIC SHALL GROUND BE MIN. 31/ BELOW TOP OF WOOD RETAINING WALL I I 2 E CE FOR TIMBER MALL D TAI L STRUCTURE STEEL- '� CHAIN- INK F N + \ HP I0X42 F M STA.T0+6Q A TO STA. 73+00 AM ON LT. 4' Y2l � r 3 2 x 2 X 6 2` �, VARIES SEE. REVISION ON THIS SHEET °p (�2'To 2'' -4:'- NOTE, cv 4 r- o 6" THOROUGHLY CLEAN 8-0 2 / 2 0/ $7 g W . - e ;o.° WELDED CONNECTIONS CONST. ASPH. LINE. DITCH TO DRAIN WATER TO C.B. 4 WARP ASPH. AROUND C.B. TYPICAL I EXIST GRauND ALONG ABACK OF WALL Sc�a•A`G I � Tr- z - 3 3AgKFILL SEE NOTE,ON THIS SHEET TOP OF SI. FWAi l� ALONG FACE OF WR 1` 413.0 6'' UNDI'llIDPAIN PIPE -TO+SO"A" Ll I10.2. 1 409,0 4 08.5LLL NOTE = .407.2 111 L TIMBER WALLSHALL BE BACKFILLED TO 3' ABOVE THE TOP OF 51DEWALK ( FROM STA. 70+60''A" TO STA. 72+86 "A") AND TO THE EXIST. GROUND ALONG BACK OF WALL, (FROM 5TA.72+88"A"T0 STA.73+0014", SEE WALL PROFILE ON THIS SHEET) PRIOR TO THE CONSTRUCTION OF CEMENT CONC. SIDEWALK 2. AFTER THE CONSTRUCTION OF SIDEWALK, THE STEEL PILE EXTENSIONS AND INSTALLATION OF THE ANGLES SHALL BE COMPLETED BEFORE BACKFILL 1 6O.IA„ i TO„A" � 80„AI, �� ! II ii II III III �I -17 •0<01 .4-045 402.5 401.5 xo : °• -- t F I ELD GALVAN 12E i To oWITH TWO (2) COAT5 Of 2VARIESon FORMULA A-9-13(AS �q i8"C� 6'� I PER STATE STD. /q 2 8-12.3 C1) E., PAR ��23� GRAVEL BACKFILL°e feoEVISION-TimER WALL DETAI FOR DRAIN ( FROM STA . 71 +62 A TO STA. 72 +64 ON LT.) BEGIN TIMBER WALL REVISION REVISION -CHAIN -LINK FENCE FOR TIMBER WALL DETAIL STA.-71+62"A" j (FROM STA.?0+60"A" r STA.13+oo" °,ONLt)"A 2 ,5 21 0--_ ' Z 1421.5 ' 421.5 _ 421.5 421.5 i ZC g 40910 ---- ------ --- _-- - -- _ �6vwc Ao&. 3 t 2�X 2!12 x-YES 9-TYPICAL of AA 71+97'A" END 6'UNDERDRAIN PI E 4 I BEGIN 6"o DRAIN PIPE TO C. B. ! ? LIN. FT -CIO RDRAIN PIPE DRAW1 PIPE _.� .Q0"A" `II j Oo"A" f 10"A" 420"A" +30"A" 4.40"A" tSo"kA t70,1A„ t•SO"A" + 1 I 4I9,5 I I 420.5 I 420.0 ' 0 I 19.5 419.4 I EXl57 GROUND ALONG BACK OF WALL. 4 _ L _416.0 IT. �1-I£�•5 �17.5 END 71 MBER WALL REVISION I - 411.0 416.5 41 6, 5 r STA. 72 + 64 A r �6' 6' --___ 416.0 24►5 6`_ ,�` ,0415.51 414.5 7amw BEGIN (SECOND)-- ' - -tLct413.5 bPI�ENDERDRAIN ` - - --- - - - _ ' 4 12.5 I)=X1sT. GROUtin ALONG �3+00"A' EI�dIa x�0 I Afl�` ' SACK OF WALL - - - -- _ 5 - 11.0 I lip"0 IINDEdDRAIh! Z,� � GRP�� FR�?,PI IPE, 4. BEGIN 3 �,r „ 5 TOP OF 1 DEIFlAL y J6" o DRAIN PIPE C.$' AOG• 0� � ��ti`G� 3' BVKFILL Q-�- - TO C. B. 4p2• �a K A NG FACE OF I ALL - - '- 6"o UN RDRAIN PIPE SEE NOTE ON THIS 5 SHEET CONST. A5PH. LINE DITCH TO -��- DRAIN TO ;.5. 4- WARP ASPH, AROUND C. B. I I ' •400.5 72+Oo"A•' +10"A" 1 402.0 I I I r �10 LIN. --T;--6V; - 1I I I I I I I I j I I 1 I l I DRAIN AIPE 400.5Lffl i I I 400.5 I 400.S i 401,0 , I I 400.0 I I 40D.0 I I 73f ao„A" t " +20"A" t30"A" t4o'A" SD"F�" t 6D"Ar' 470"A1� +8o"A'' � /8? T1M6EIZ. WALL REVISION 0I 6 WALL REVISION (.ADDITIONAL SHEET 7A) DATE REVISION 401.0 w J, 9 0 "A" I 400.5 i 2+ 0 0 "A" Plat of Record CALL 48 HOURS Wte 4 /'4 l'3 I n it. -&,c. BEFORE YOU DIG 4 / i `l°3 �' �' 1-800-424-5555 KING JUNTY DEPT. OF PUBLIC WORKS DONALD J. LABELLE, D I R E C T O R P'_TROV ITSKY FLOP D- PHASE n 120th AVE_ SE TO I40th AVE, SE. SURVEY No -Z9 - 3.= �5 COUNTY ROAD PROJECT No. TOp! 82 SHEET 7A OF 444" SHEETS ��''d�>r� r^� RJR INCH- FT VER INCH- FT r MAINTENANCE DIVISION No. B. tJ, AL Jj B.W. 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CURBAGUTTER EL. i anI r! ° - Z MATCH F. CEMENT CONC. ; PLANTED AREA j TO FROM sOX I Carte. RETAINING WALE! FROM cake. Ta 35'+ PAVEMENT SCHEDULE x I I �" FROM CEMENT COPIC CURB TRANSITION 'P o 51DEWALK ASPH. I T4dr' COKST. I I CONST. RETAINING 3 WAL— I WALL CONST. KWAY . i FROM(TOi'i4TCH o p= T7'-20'-35" CONST. 1 I I I 4 0'l; Lz 54' i if0'x 6' ASPH. PADj i j ! coot. vw+r. ) TRANSITION FROM +99 f /4" 2077/4-42 I 15' SLOPE lON CEMENTCONC GRAVEL I ' 1 Corte. CoHC. 17' Y.C. j 3 CONC. E �, $1DEWALK) TO +5� SLOPE DW . I DWY- DwY. DW fz3 HOBEN, KEAI/VETH W. DWY (ON ASPH. WALKWAY) © v1 � J I I , 1 3 I �4 1 _ � 15 l � I 66 I< /.:z47j SEC . 28 T.2 3N.) R.5E4j W.M. 7 �r.I�I:�JI� �r.�rl r � 073eoo- SEE PAVEMENT SCIAEbULE ON THIS SHEET v FROM STA.:5w TO STA.3+S0'�'FTRANSITION TO MATCH EXIST. PAVEMENT ac STAY CONST.4. (OFFSET) ROADWAY ON LT. WALKWAY ON 1-T. ROADWAY ON RT. 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OF PUBLIC WORKS -- - — � �.�,-1� — — � — — — — — _ 3 �- Q �� '�'—_ � _�-r,.�- ,�. R� � SINE �� 2 - f"Os" DONALDJ.LABELLE, DIRECTOR I`C_ 1.. R/W LINE 2�' �1 PETROV[TSKY ROu40-PHASE �c Plan of R Tod c 120th AVE SE TO 140th AVE , 3 E. EN O��jlk s '�« �11-DER FPBR`G f a&- ate ,d `�D$ n t ,C SURVEY No.29 - 23- S--15 COUNTY ROAD PROJECT No. 70o I 1 j `D,Z�. Zw_ 2077A- 48 W 41•jb�•D3 $•� SHEET 15 OF44SHEETS QJ`5 � �`'�' ,2 7 /+ <i"L L E/ 13ACH l- IERMAN M. � r# *tom .� PETT/T i R/VHA! ►I� � SCALE HOR INCH= FT. VER INCH= FT. } 0 p MAINTENANCE DIV1514N No. 4 O) ter. �'�y �. 1 ^_ ,__J I APPRO V ED S7 .— �J L.O J. HAF COUNT AU ENGfN£ER DATE REVISION BY ........ ........ ........ ........ ......... ...... .. ..... ........ ......... I. .. I....... ......... ......... ...... . .. .... ...... ....... .. 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SIDEWALK( NEAT LINE Cill� / Jj \ ��}L.��l ________ r� 44 FROM \CEMEN CONC.STEP \ PER SQ.YD., AND NOFURTHE 1 CEMENT CONC.STEP, 1 �� \� - \`_ _ - ` - L.IGI- y- At , �,, I` EAT LINE CUT , .tiENTR 1 \ /� \ �� \ �/��L.t ti, � �- EXIT CURB GOMPEN TiON W1Ll. BE MADE \ 1 ENTRY DETAiL ' \� / /_� L-XIST• cue's i `tea_ '-- _---J \ \REMOVE > xIST. WALKWAY �, \ �-CONST• CEMENT CONC. WALKWAY REMOVE exlsT. WALKWAY x .T. C. E. FoR WALL ,l , $ CONST. 3 LIN.FT. CEMENT </4-- A 4" THICK (MATCH W EXIST, WALKWAY \ \ • 1 CONST. 1 LIN. FT T � �� L00'-_ R/W LINE ____ - MATCH W EMST. PAV RAW LINE CONC. STEPS, - SEE DETAIL. ZO�_ � � CEMENT CONC. STEP /�/ C. � Ts. I - ABOYE _ _�� __ - C= _ CEMENT CON(_SrDEWALK) - _ - = i - SSE WTATI _BOY S o // �- 6''� i1NDERDRAIN PIPE - _= _-� 4-zir= - _ - - � \ �/`� __ �� i I S 35'- 18 /2- .�QP REMOVE EXIST. CON(. CURB �� \ !! ' - \ ____ k i J�Q, - - - CDNST:RE I NFVRC7"D ONC:. RETA1 N l NG WALL -- - _ _ - -- - - - -- / i O' TAPER ' c. B. rs. MATCH u!/EXIST. CURS - T _ - _ - - Ta MATCH Ex sT. ,� BEGIN OVERLAY --6� e� GUTTER, 4 SIDEWALK � -- - -- -g \ - (FURTHER TO EXIST.) EXIST. C.5 1, - 2 -------------- -- -- !__ I____ ___----------------------- -- IP.C.C.5IDEWAL BE REMAIN _- N - ------------------ -------------------- ---- `, MA CH W/CUT �Q• STA• I OS+o3. 6 8K. P ETROVITSKY RD. CURe CUT MATCH O \' ENi;�T. W.V. 3 M PAVEMENT ' STA 108+ 05 4 AH.0 PETROVITSKY RO.) • W/ EXI5T. PAVEMENT - 3 `\ 1 j \` { © = STA. 3 + O (I40 TH AVE. SE.) qZb1PAINT STRIPE BY OTHERS �1 END PROS CT 10�7 -� n /os /0 S. 70°- 21'- a4"E . /o `° ios PAINT STRIPE BY OTHERS %a +50 I / 11 � o • SE a a SEC"_\. 27, T.23N., R.5E., W. M. \\\1v/ �� > iCaHr 11 I 35'. l ' 1 8 .4- - T L, ��/A7� r L o _N �x IvtP,Tc1� w/ExlsT. N CURB GUTTER CEXIST: INLET TO � BE REMAIN) W POWER POLE TO ` - BE REMAIN -- J V) 110 IAI /� N 20 l8, 4) �d BEGIN OVERLAY �, r' \\ IO (FURTHER TO EXIST) - 1 r� -o ,� N n� _�11 9,SS � N AT LINE ClST \ NEAT LINE CUT --=p-------------------------------------------------- v J 12 TRAFFIC^ ------ - _ O '/i�� _-'__ - p �� 7uNC\\=====2;� -� , I -. Box -- -- _ _ _ CURB CUT 4 MATCH 10 PAVEMENT �-~� TRAFFIC SIGNAL POLE 0 REMAIN V - W/Ex1sT. A. C. PAVE'�IENT REMOVEEXIST. uR rs.Bax�� I r<-,,- --� J - - -[ .. "� - ---- �C^ (joj , �� GBox �i j7 ��,ri I �� r 12' -_ T'&.x 2k6� xI51 0 1i CONST. 52LiN.FT METAL HANDRAIL ____N ; �N__ � Y- �_ - MON1r CO SiiST, 6" O UNDEIRDRAIN PIPE @ THE. TOE OF TEE (l6"� CONST. G"� 11NDERDRAIN PIPE (UNDER SIDEi�gJ.w 0 P -- UNDERDRAI C-5EE DETAIL.. ON SHEET 4 OF 44) � �C �GU � hx O GUY POLE ,,.' U ill .I -,1, /�/ FILL SLOPE (SEE DETAIL ON SHEET 4 OF44 PIPE} INTO �p 4. q I ll TRAFFIC 5'GNAL� 'j CO . P P I �' PE L��+� II I� `SPRINKt.ER HEAD �� Il POLE TO 1EN�VAIN.H / o r �� N . CpA1ST ALTER FABC FENCJ= CULY I '�Q' !U ANCHOR _-_ _ IL _ �. T . _ = ,:,- ....---��- -- / 3 �( RO0Q�iKC RI+T _ _ - - -- ---- - - - - WATTION rl _ _' W LIME- - T 4'I', Poor h �0 `. II WALL-} R/w L1NE R LlN sTATEON - 11 a �r F1 1 WOODED <IREA L I��$ SPRINKLER D 6�_ ----1-��__ ^1 � \cu,Q I `, y h/ _. �� -Ac2 II i `3 Rm� �-PLANTER �o-61�7 30 - ..-,,_ --__� /%'' .1 �� 1- C"R }BEAD axlST.(URA -� � 00 U �8 SE1rIFK '' IG►1 � �` /2? - 'L u I 0' PLANTER 1.0, IT�I- _, �- ` \� C, 1 HLIGET SOUND POWER 4 LIGHT CO. -lo M.H. �J I ;:'�, e.;3. _� �� //41 � Iy �_�� \o- ,' ',� ,,o.- ��XH_AIN-LINK I~ENCE FKOM �,.. .�. ' E T r '1,","T K Y �� _ _ _ _ , Q Kti 1 -� x x_x x_^ _ 17-),`%L ti �1/ ,; /"/ \\I` 7__-_.__---- - ------------__ _.-.__-- - -- 11-�.. 1% 'x�" \� ••�` f' � I �� 2077 A,- 65 �� -- �_e - P��-\NWjUt � o' -'� �� ' �% KING COUNTY DEPT. OF PUBLIC WORKS �., \` ; ' ;f �\ �o I NEMp,CGH �ME1y'f ,� .,�: zi £ \s^ D R E C T 0 R 11 DONALDJ LABELLE, METRO••. •;`:L !VQ DE V. /NC.. / 2 �\\ �f 6 5 �� ,Y �aNSt.�A,�v�,��s� pA 2�,1'° t _ ` %/\\/ �-io��To ,,CO/ INC . \ I TEE SovT,yi ANO CORP. i BEM°� CUB ASPVk p wK. �`�,°` ��._ t PETROV ITSKY ROAD PHASE II H• B + 120th AVE SE TO 140th AVE. S E. 'ti '•� ;' \\ 3� 50 PgP , t G.- , 15�VIS SURVEY No. 2 9 - 2 3 - 5 -15 COUNTY ROAD PROJECT No.. 7001$2 \ 11 ' , TOf' CONC- GA5 ,-UMP ldLAN,0 { '%- CONS N�% EL VT 51_-- C9'r C/\/1-' Cam- ,,\/ 1SLAN0 �s !O��G�uN9� _1. �� 21 44 �7\Z, J. /y F, G CURB (UN �� , , SHEET OF SHEETS d IO ��. ,.,,�, - - : - -LUMR- - - - ( ``?�•'�� r ,\ d C.:�1r \ SCALE: HOR. INCH- 2D FT. VER. INCH= rj FT. ,:.., -, y .,i . ... ....... ....... 1 ,� 'i n Z r • • i : ; � � ...... 1: ......... ; .... I ... I .. ; - : . ..... a .NG9 n n ! V. :Q: : : s : N ... 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I >-„i ao �� . o .. . . . . . . . . . . . in w . . yN 7n cj0 ra R/l,ci ......... ...... ......... ........ ......... . X f .. �. c 4"MIN. DEPTH ......... .............................................................................................................I..... ............. .............. ............. ......... M ... ... I........ ... ... ... v 7 : '............................................. ;..:.........,.........,.........,..........t SONLT......... :} 2;OW1T:................. fg 4Ni.T:................ ............... r A --.I £ 5 SURFACNG PC 5 0 1 ......... ......... ...... ... - - - I - - ......... ' ...... I .. s!f o z Ke 4 u' 't.P) ` \ EXIST. EXIST EX_ ISM. TO COURSE € ......... ......... ......... ......... ....... ......... ......... ROX ):... ' . CIDIVST.' :1:iN:FT . .. .. . . . . ... a w W rl �\ CON$T. f:1N:F7 `CQNST, 511y 1=T CAPP ...... �`� 1 _ I- : pP : - .............:.... 5. 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I ... :1 ..... :, ... : ......... : ..... ..... : I . 1.04. /05' Io6 _.,.., /07 /08 - /o q 110 R • A W �I ur' I i Hm P.11 r of Rem, , d a W. ay R-438142 04 ` Sg Ta T 00 co Nt I W 4 I-' mXo Q� IL A O W W Y Y O L, W W L3 Z L7 L, z r c z < W W >��a 7 OJ J 1- tl7 a < m Z O w u- Q m* IL z z W V- F < O i xo 0 �3 a I Y U H z O < W F �[ p W G z w = Y W O U p ix W ul z N W W U > H C O O < f CC U) C L7 m w U] ic OW 17 LL � p p CL = ROM STA.109 t99 To STAJ I O+0$ ,ONLT., FROM STA. UIk00T0 STA.lII+20, ON LT. FROMSTA.111+88 To 5TA.112+00, ONLT., REMOVE EXIST. BROKEN CEMENT CONC. SIDEWALK, 4 RECONST. „ NOTE: PAYMENT FOR REMOVE EXIST. BROKEN � �- � SIDEWALK -d EXIST. BROKEN DRIVEWAY � -7 -JT v m FROM STA.110+17 TO STA.110+37, ON LT, REMOVE EXIST. BROKEN CEMENT CDNC. 5`--WIDE CEMENT CONC.51DEWALK C4 THICK), 4 MATCH WITH EXIST. WI L BE INCIDENTAL TO ROADWAY --- � �r � — , " REMOVE EXIST. BROKEN CEMENT CDNC. SIDEWALK t RECONST. 5'-WIDE CEMENT CONC. SIDEWALK (4"THICK), 4 MATCH DRIVEWAY, 4 RECONST. DRIVEWAY WITH CEMENT CONCRETE CLASS `IA" 5"THICK) 4 MATCH WITH EXIST. EXCAVATION AND NI? FURTHER COMPENSATION WILL BE MADE ¢ 2077 A - 66 ` rJr,g sW - SE d r WITH EXIST. I I _r�l J1C.8. c 3 CROSSROADS PROPERTIES�,- 40 f�RW1=WAY _ _ 24 --i �' LT, fISrD_ — — — --: r -- — _ r-� _ C _ — — -- -- = 241, — — — — — EXIST. POWER \,, , �� R C)z � --,� c..0. ! WM. 6 V VAULT y- �= O T \ I 0 O R W LINE MATCH — NE o P T R � � 1 � AT H kr FxlsT siDEwA ' /uW LINE I_ LK EXIST. 5 OEM. CDNC. SIDEWALK - EX 1 T- :.EM LAN I V)E W',1�LI� EXIST. 5� CEIv� CONSIDEWALK, �- -—� `-- --C . S ! D E WA L -- - -- j 1 �j; �'1 l� c� ` �— �", L^� c� � 3 �� C` � c � rr . C'('� l ` t`'� C`� �� • '�`.`v � —� MATCH W/EXIST. U TEL. BOX y\ ` _ , BEGIN E�1T CDNC � S7A. t14+35 �' C EXACT _ $ STA.115+35 J �� _ IJRB GUTTER f ` — •� l=X15T. CURB GIl�IEIZ CONS? CEMENT CDNC. 19E' ___...1� . STATION WiI.L 8E DETERMINED - -- �- CP- - - - BY THE ENGINEER IN THE FIELD), FROM STA.110+00TO STA.110+10, ON LT., � � - - = - CONST. CEMENT CONC.CURS GUTTER, 6 NEAT LINE CUT BEGIN CONSTRUCT CEMENT CDNC _ - — — b 3 (SEE TRENCH RESTORATION CURB * GUTTER _ I MATCH WITH EXIST. DETAIL ON SHEET 4 OF42) NEAT LINE CUT y STA. 112+00 , ON RT. .a REMOVE APPROX. 85 J-!N. FT. I r EXIST. CURB 9 GUTTER n END CEMENT CONC. CURB 4 124 Z GUTTI-K 4, END CEMENT J / - CONIC. SIDEWALK�..7 - Plir of Re old Date 4/ 1y f 05 l dt 4116103 8- w . 43 �l CURB CUT#. MATCH W g/k/ LINE EXIST. A.G. PAVEMEN BOOTHS as o M r12 EMOVE EXIST. 1z . N CUR _ '� N '4 2 1 Z W 24' 1 NEAT LINE CLIT a REMOVE ` 20' 3 EXIST CURB io Ili +i5 II 5.-70°-2 -04 E. Ilg lia III +54 / S. C76� 44=04rrE. 50 14. 16' I B, 18' Q \ f Vi I+►) 0- NEAP LINE CUT--,, N ° EAT LINE CUT NEAT LINE GUT --------------- ------------------- -------------------------• or- ----- --- -------- ;� I I ---------------- >v OTELE.M.H. 30' A.C.PN l� �o r" / CONST. 8'.K 10' /I DRIVEWAY ASPH . PAD / t1 + CONST. FILTER FA591C FENCE R1W LINE FILL SLOPE !yi :I @ STA. 111+00 , ON LEFT (STAY WITHIN RIW ) Ea PUG,ET SOUND POWER � 1 /G/-/T" CO. STA. TOE OF F11.1- SLOPE II� 10 — — -- � r 1.` a 0 R/W LINE = 30 38' 20" D = 2° RT, 1� 2 8 G 4 • 7% ' L. =. ! 81.94' T 91- 00' PI = 114468.18 T R A CT �A�r Nw¢ r4t � SEC. 34T2 3N I P. 5E;W M. ............... KING CCI LINTY DEPT. OF PUBLIC WORKS DONALDJ. LA BELLE, DIRECTOR PETROV ITSKY ROAD - PHASE a 120thAVE SE TO 140th AVE SE SURVEY No. 2-9-7- 2 3 _ 5_.--I._5_ COUNTY ROAD PROJECT No. _TQ0182 CALL 48 HOURSi-TEE 22 _OF 44 SHEETS i :.. NCH- 2.0 r� vER INCH:.. SFT BEFORE YOU DIG MAINTENANCE DIVISION No._ 1-800.424-5555 .i,�/ ,� COUN Y ROAD N iN R-438143 '�'I4' 88 u LINE CUT CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 to I AAk L4. K N r-, NTY DEPT. OF PUBLIC WORKS )ONALDJ. LABELLE, DIRECTOR PETROVITSKY ROAD -PHASE II 2Cri AVE SE TO 140m AVE. SE. ROAD PROJECT No.-19-0—i 62 SURVEY No. e,9-- COUNTY R SHEE' 4Z—AOF 44 SHEETS H 11 YEA INCH-_ FT All MAINTENANCE DIVISION No. -4— ?-/87 DRAINAGE REVISION (ADDITIONAL SHEET 22A) IBM.' df ill1), H41� � Y ROAD [NGI NEER DATE 9EVISION av i F co*W-;.f W ul o 0 0 LL 0 0 W W Y � G7 a U JJar W O W # ff W W z ti 4 >02a O � J ti U7 C < m Y` Z O W°d Q J W l'nfn r o a z z PI.ANT��R Wtl EXIST. c1 RE (A 20' NEAT ST CURB LINE 1 / CUT t� Z � EXIST. 36' DRIVEWAY R/k1 I LINE I2� lffl� REM0 ExrsT. CURB I i 20, CURB CUT .4 Z MATCH W/EXIST. l lAL A.C. DRIVEWAY 4© i v AY MATCH W( EXIST/ SI DEW LK I 5. CO T. URS RAMP STA.lV7 + 34 C-iJ , END CEMENT CONC. CUK5 4 GUTTER ( Si WAW + 40 END OVERLAY 4 FURTHER TO EXIST. MON. IN CASE— y EAT LINE CST ! 29 -A l T, R/k1 1_ I N E O P� lti Vf IT EL • II > TRACT A 1118 � 146 / N 4` PETROVITSKY ROAD I` i� � 8''Plai� \1 CURB C uTT� CZ. 0 SS MH CB CuRB RAMP-- EXIST. CEMENT CONC. SIDEWALK A14D CURB SHALL BE. SAW CUT AND REMOVED CAS NEEDED) PAYMENT — INCIDENTAL TO CEMENT CONC. SIDEWALK PER SO-YD. AND NO FURTHER COMPENSATION WILL BE MADE STA. III+ 87.1 END CONSTRUCTION S. 66 = 44'-04" E . i2 ' � l -- 0 MR PLANTER _-- - 3Z' TRACT B IN 120 121 R-438145 304-88 v -box ........ 10 ....... 2f� ....... 3� .......43Q ...... ...... 1{3 ? ....... 3�` .....: �410 5 643`........ 10 .. 20 .. 30�. 40 �....... 50�. 60,........ 60. Sip :�0 ..... . ... .. ...... .. ....1 .......2l.......3t .......4 ......:5 ..,,.... ......... ......... ......... ........ ......... ......... ....... . ......... ......... ....... ......... ......... ......... ......... ................... ......... ......... N - - - - - i�/W , . . . . . . . . . . . r *! - - -. / ... i : /� C . 2 . . . . . . . . . . 1 , a / 5. O N 1• !a : S U QER • 5V 1 5 r y .u;s :.... ... ......... ......... ......... ......... ..... I ... . . ... ......... CT : Exist.: - -_- _ Fi*1B .. , ... ... ......... ......... ......... ....... :ti_ ; ......... 30 ...._ _................:.......................................'. '........................................................................................................................................ ..... 3:$..................................................................................................................... ......... ......... ......... . ..... ........ ......... 2 I ........... ..,..4 :.. �.. :..:......... ... .:............................. .......................:.�.. ........................... :3��. ►n . - - ! - - -- cv -,:,r. 3.6 ' • �. ., ' ASPM-'COi=l�; �� .... ......... .... ......... ........ ��1Lt ....... �:� ! .. ...... ......... ........:REC4hiS UC3::r�t . ST P 0Fi .. s TR / Asl 1. conic...... m EM ...K ..1tE . ......... ..... ...... ....... /s. ..... . c ......... .. ...... ......... v. _ �- /ge ......... .. m ;C... .. .. ....... �. ......... .. /. .. ... 3. .... . ....... n, _ s.y. Exist: GR; - S 7'9 48 + 8� 20 GR,4V RT ... ......... �....... �Y ........ 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DPI\IeWAY . :A pH: C�NC.. -.... a.................._...................� 38 5.... .. ........ ......... ......... ...... ........ ......... ....� ......i...... • ........... .............. a' :. . . . . . . . . . . . . . . . . . . - i P I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . yY _ ....... ... Exis�::P:Rl7!'Il 4. + 62. 12 GRAY,' RT KEW 10 5�.2 -- - S FRV�lD: T►:N: ...... ......... ........ ......... ...... . _ ....... • ..... ......... ......... , _ 'S1oGTloti=-A R I4 20 3.' 5p 6a ........ ... - - _ - .. 4. /'w' :(REC,ISTCT :WA.;C:.:12. kIIpE�: :� �� _. ....... ......... ......... �: -.. ---.. -.... T - c ......... ......... ......... ......... 54: # : 6�: 1 �.:GRA�/: ` X,.7, :QN SIIP!~REIEVA TN5 2 . . . . . . . . . . . . . . . . . . . . . . ,. . . /. . . . ,. . �. ... . . . . . . .. . . . :i�►�IT .... : gp ,�+ ..... ... . 43 3 _ .• _ �....... ..--.... ........ Fx: ......... ..Mgr M .... ,s 4 I ....... ......... ....... a~� . X T.`: PRQ^F11 ��o o : . . . .. . . . . . . . . . . . . . .... LINE. .. . ... . . . . . . . . . �ry _44, a 24 I o GRAV._ 5KEW 45 • 5Fl_- - - - �. . ... . . . . . .. .... . . . . . . . . . . . . . _ .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - ..-� ,��, �. t� 50 4 3 2 i ... KEGOI�ST. DRIYJ`1�1�1Y :W�A.SPI{.:C...,. ....... ....... 3:T�. . ..........................:.......................................................................'................................... ... ' 38� .......... ..... _ 5r......... :..................:......... . . ... W! . RECON.�TFUC� ' k1/:ASPH GONG ;......... ...... .........:......... ..... ......... ......... ......... , ..... ......... ....... ....... ......... ......... 5l 63 GRAV. i8+32 i GRAv L; �T. c>z�cor sTRu�•r: w/A.c.-.12. WIVEj ......... ....... . . ......... ... + DN: SIIpERI`LYAttO:N . . 53+68 9 GRAV �T. ......... �. , , r . . . . . . . . . . . . . . . ,. ,. ,. . . . . . ,. ,. . . . . �. , , , �. ,. . r 6 50 4 30 20 .......:Ip ........ :6Q........ 5 4p ... dip ....... 2' .......:� ........ ......... ........ 60 ....... SQ 4p �p 2p . 10 ....... . ........................� :.................. ... . . . .:...:...............:............ . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . ,...,...:...,...,...,...:.... . . . . . . . . . . . . . . . . . ......... ......... ......... ......... ......... ........ _ fl ......... ......... ....... ...... ......... ......... ......... ........ .. ... .. .... ......... ......... ......... ......... ....... �. ......... a ....... ......... ......... . ......... ......... ...... �i :51IPKKF_LI;V.: TRANS r. off : KT . ........ . �. .... ........ ......... �_. _�� v- N T r7 2 . 5 _ - - ---- .. ,�.. b ; : 0 . SUPEFtE14VA I .N .... . . . . . . . . . . . . . . . . . . . . .� - �.� . rb� a-. b ,. ...... ........ ..... ............ ....... p:�tI:NE .... �' FROIti? ...... �. ......... :�s7.; . _ '. - ......... M. . -2 ,i gs ... ........ ................... ........ ...... ......... �. ! .. :l:� ...... ....... ........ ......... ....... C": �`. _ �. 39 0 39 >.. ............ . ...............�. 'e.: ........ ........ _ �: ? fg . 3.�Q .l.s- - .................� . I - / - - �.. . r - - 1D 5 �c 4 �._ ... ......... .... .. ...... �.\. ........ ........ ... ..... ...... ......... ..... . . . . .... . . . . ... . . .... . . . . . . . . . . . . . .. .. ... ..... E.X18T PROFI i_E . ..... .. . .... .. .. ...... .. . EXIST. �i�OFaI.E:... �• . . . . . . I . . . . . . . . . . . . .. ... ... . . . .. .. ...... . . .. . `.� bs 1s it,�� .... , . _ NOTE. CENTER of DRWEWAY. OPER[W .......: _ .... :85 nt* ...... ......... :,RT. EX:1ST. 'A.:C DR►Vr IAY To ISM L:asEp - _ -.- - - @ STA. 51+4-S , . SkF-W: 90 R-.:.. _ ..... .. - 1 5 - :.................. ... :...... t ; CD .�:t OPENING CDR . L8 klcDJ±; DKIVK AY .. ....... _ c, .. .... _. NOTE NS'T•K C�T ASPH. CONC. DR V!~W f OF DRIVEWAY RECONSTRUCT W. ASp+{.:CUNC.- !.6 WIDE; _.. 24 ........ ' :OPENING. C2:STAA4+.IS'.: ON RT.: I8:WIDE ..... . 7 + :9 O: i 0 GRAV I`T 12r 45° _; CKE�ON57RUGT W A.C.-15' WIDE) ......... :C519. PLM. FOP, PRIVEWAY KECQRSTR11:CTiON ON SHEET 9 OF 44: :::::::: 54 + 2G GRAN.: RT.. SKEW 53t3.1 !4 GRAV. RT. ... ....... ................. ,. ...... :...... 20....... 30....... 0.. 0.. D ?D ...... p:. ' 1 4 5� Goo 60 50 4 3a 2® :10 1 ....... 2 p' 3 0 4 5 b....... 6 ; ...... &G ... 2 0 3 . 44 : 5 - 50 FRo . . . . . . . . . . . . . . . . o� M S� N £X..�W: LINE N E m . . . . . . . . . •o• Lit I ......... . . . . . . ..... ......... 2 IW E ... ; Fax Z . PROFtI:E - -.. .. -.- -. - - - - - - - - .... ....... Xl •G ..... .... ... ... . .. ...... ......... ......... ....... ........ .... EXIST . PROFILE � .. ..... ..... . .. .. E . °a7 R:... . ...... R�CaNsT. W . ASPH.. COr�G..) ......... 0.NS . 1,l:. PH: ANC. 0 41 85 10 GRAV. L_T: .... ...... . 5i + 341 'GRAV: :.. ........ ......... ..... _ ... 60 5p 4 3 20 p ....... .... ......... ot) ..... ......... ................... .................. N• ..... . .__FRIJM.. r................................... 4.Q.5:. 4' ...... . ............. :.3.9 Q . i - - - - - i i ? i .r. _ . . . . . . . . . . . ..... - . . . . . . L.:... ...._.. ; RCaNSTRIJCT 's W�:ASPII •: C�7NC.: - .zo, .w10 ........ C!?►�S . . 1e1/A-wArlv�l . ...... .. E. i N :(RE 7 T... :C:.1.2 I�IIDE) ..... �.... . o .........W: LINE tp ,. 2_ ..... �:+ 2l 44 . Gf�AY�>_... L.T.: ...... .... ... ..... !o - 46+ 36 GRAM LT Ly�yC ".`' _ - ......... ....... . ....... ... .. ......... . - . . . . . . . . . . . . . . . . Y . . . . . . . . _ r• - . . . . . . . . . . . . . . . . - - . . . . . . . . . . . . . . PXi,ST. I? f - - _- ` :' .I. .'. . . . . . . . . . . . _ - - 1-'y� 6j0 5fl 40 ..... 20 ......1Q ...... --- - _____ __»__T�_ _ _ __��_ -_ - ... .... .6� ...... SQ 40 .. ....310 ...... ?0 ........ � ....... . .....r....................................................; .. ........ .. ........:....-._ __ .. ...................... .. ... - ........ ................................ ....................... ............................. ................. ... ............... E 15T PR ......... j( OFtL..E ..... ...... :::: ::: :::. C :AS H.: -. ::...•:: :.... :::::: IZE OF['S PQe1C.. ...... ' 75 FRDM ....... ......... w'l:lIFIE:.. ......... ......... ........ ...... . - . . . . . . . . . . . . . . . . 4 . / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... 0 +:? �:4 GRAY. ........ ......... ....... . ......... ......... ......... ....... - -- .. ......... ......... �(:Rtcow W AWk :CONC:-W"WIDI: / 50' :0' 3Q' 20`:......: i��; ... ......... ......... ......... :....._ _ _ ._ ...........0 4 ... 41 + 52 9 GRAV. LT. ...... 39 ...... ;. ;........ :...:...:...........: .........I --- _ "• �. �. . . . . . . . . . . . . . . . . _ 4}=�i: 61Q 5Q 41� 30 2 14 ts/ I=t�::....... .R- Vc; ` ......... - ... - -. - -. . - ` BiST PR�I'I1.E. 7.. - �' .. rrr r -.••-: T w - _ - . ,: . . . . . . . . . . . . . . . y `'a.. �s-� . +�,7 ` • . . . . . . . . . . . . . . _ �� FRDM. 5T ;FROK :... - va .. ::::: :.: ...::::: ::...... ON SUPERELEVATIDI�:.. . 4.05... ........ ....................... .....:....................................... :...... ............................ .....:....................................... :...................................... ' ........................... .. 9 385. \ = 0 q Ell p: - ,r�•� 2 ao �.�...... ..... MCTIE:.ASANAi0N EXIST.: GRAVEL: DRIVEWAY S. . . . . . . . �-- N :ST t 0 !o'V -- (R: A. 4�5 # 8 ,. N: RT ` V. P13, Of� oc: E �.L 8 'HWRS �\ f .. ...... ...... 5 .... ......... r �.. �. . � . . .... CR�Cc?NSTRu . 'A:-C; . l .1N•Ii�I=:}:.... � .. . ...... ...... 4464 CONST. !0 W1Di ASPFi. CONC: D I(EWAY v clsT:aRaF1:1.E:� j,::C3: .0 ::. r 4 RI n RT 1 r N07E...C�Nii~R.4F pREVI<WA .4PEt,11Nc sTA 4 90. :..... ....... �d : : . ...... -=o 4�a555 1 0 20 3'.� p o _. SK:Evu: �: RT. :aP T±ICI��: FOR::.®: �RIu>~1N:A� .... 4 5 60 ?0 CONST 20 MDE ASPM CONC. DRIVEIRIAY .................... ::....::: ::::::..: ..... ......:.. ::: REc�NST•:.:Ii IVt= SP caFlc: ::: :: ::::: :::::: :: 49 + 85 RT. ........ . R �cfAY: 1// A H: ...... 6� 4/..Cis:. 1 ... . +. © o, ....:5 ........ ........ ......... ......... ...... 2 .............................•---...........................---•-----------.............40...........77........1.�..:..GR AV..:...:.. �.:...........:SKEW.........:.4..5..............................................�.. .......... 'C} R� ................ ........................ ...................... .................. ........ ... . ... . ,.. �,. 7 ROM .... ... .. KING CO C WORKS 40 ....... 2p �0 ....... q 0 ... 5;d 60 doe :: DONA p.�.�LA ELL O FR PUBLIC . . . . . . . . . . . --- _ PETROVITSKY ROAD-PHASEII z :I. •� _ - Fx t 9T: r-Iq�Fr t _ �- ___.. 4..0.5 39 Q. _ _ .... .. .... -.�_ - �.• ;_ is ..............:..... .......... .................. ...............,.,.............�._..�..._ ... .. ..... .. ............. ............................. . 3�.Q...................... ..................,...... 120 th AV E SE T4 140 th AVE SE ...................... I ......... - ---------- __ --__.- SURVEY No - - - 0 0 3 $%• T _ ......... ......... ..... \ .... .. 29 23 5 I5 COUNTY ROAD PROJECT N 700182 . . . . . EXIST PROFILEil ........ p _ . SHEET-2- OF 44 SHEETS i . . . . . .�S1..P:IOFIL:E. _ . . . . . . . . . . . . . . : SCAIF. HOR. INCH=1'3 FT. VFR. INCH-5 FL i i :......................................:.......................................:......................................... 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SKEW' .'QPENINrz'FOR:;:ZO'D.RIVEfOAt' ........ ..... mINAL- C99 ....... .......... .......... ....... ............... ............... ! . . ..... ........... ........................... ....................................... ..................... . ........ .......................... ..... ....................... ................. ........................................................................... . .................. : ....................................... ....................................... .............................................................................. ........... ...... . ...................................... . ................................ ... ......................... .................. ................ .............. ............. ....................................... .................................. ........................... ............. ........... ;: .. ....... .................. ......... .. ......... ......... ................... ...... ......... ..... .. ... . .. ...... ...... . ..... ......... ...... ........ ......... ...... .. ......... ......... ......... ...... ......... 'REC6)4STIKIJ-CT'WY;kSFH.'t_0 fit' GR' -MUC' WAPH. .. ......... .. ...... ......... ......... q. . -.- . .. ...... REC06M f ........ ......... ....... ..... ......... ......... ......... ......... ......... ........ ......... ............. ........ ......... '0F DRIM-WAY OPU1144'e'STA-5 -056 ... . ......... .. ..... ......... . ........ . ........... PMMG� FOA' 18? WIPA' DIRMEWY. .......... ......... OTE.:. CENTER. ....... ......... ....... Kew. :0�d Z)mHi 1�91: FqF_ 4 ......... ......... ...... ............ ......... ......... ......... ------ -- ------ ...... ...... ......... ..... .... ................... ......... ........ ......... ...... KEW .4 ...... ... ......... ...... ...... ...... 64-�83::j3.:GRAV. ....... 'SkEW'90' LT-'0Pt9(4G'F0lZ 0'WiDt' V9WAY I ...... .......... ......... ....... . ......... ...... ppj ....... ........ ......... ................... ......... ......... 1 +-WA 12f - RAX M i -GRAV' W. 7T -L ....... ......... ......... ....... ......... ........ ......... ....... ......... ......... -6 11 LT:*SKE ......... ....... ...... ...... ......... ......... ...... . ....... . .... ....... ....... ....... ....... ........ ........ .... .... .. ........ ........................... : * ... * * , * * * * .............. ....................................... .................... - --- --- --- -- T . ................... ..................................... 85 ...... ................... ........... ........ ....... :56*44 ........... 10GRAV . ....... Lor ........... SKEW !.G.5 L ....... 5171 ....... 4gl ..... . ........... ......... ....... ............... ........ ...... ......... . ......... .......... ......... ....... ......... ......... ......... ......... .... ........ ........ ......... ......... ......... ......... ....... ... ... .. ... KING COUNTY DEPT. 0 F PUBLIC WORKS ...... .... ........ .... .... ... 0 ........ ... ........ 3.0 ....... ...... ....... ...... ....... .. ......... ......... ......... ......... ......... ......... .. . ... ......... ....... ........ ......... ..... ......... ....... ...... DONALD J. LABELLE, D I It E C T 0 R ... ....... ......... ......... ......... ....... ....... ......... ......... ....... ....... ........ cl� - .. . ....... ...... ... ::� ' ... .... .... ..... ......... ...... ...... ......... ......... ... ....... ......... ....... 6 .... . ...... ......... ......... ..... .... .... ..... ....... ........ ....... 4-a ......... ......... ....... ......... ......... ....... ...... f60 F go wt ......... ......... ......... ......... ......... PETROVITSKY ROAD-PHASE-1 .. .......... ................ ............. ........ ........... ....... . ...... ......... ...... ......... ...... '' ........... ......... ......... .... . ..... ........................... .... .. ..................... ....................................... ......... ..................................................................... ....................................... ....................... ... ... .. ....... 385 ......... ... ...................................... ................................... ................. ... ................. ....................................... .................. ................. ........ ........... ......................... ................................................................ ..... ................ 39.5. ............................ . . ........................ ................................ ............................. ...... .................. ......... ......... .... .... ... ... . ...... ...... ............ .. ........ 120th AVE SE TO 140 th AVE. SE. ........ .... D*REF ......... ......... ......... ...... .. .. ....... ......... ........ ......... ....... ........ ....... ...... .......... 'Y A9D'BASffl1kEE1)f_ E' 29-23-5-15 SURVEY No. COUNTY ROAD PROJECT No. 7001 2 . ......... c. Enst: 6R., ....... ........ ,v 'A ......... ......... .... ......... Ey. ......... c ...... ..... ......... .... ......... ..... SHEET- OF- 44 SHEETS .... .......... ......... ............. . ......... ......... ......... ........ ...... ........... ......... ......... ......... ...... ........ CALL 48'NOWS .... ... ... ....... ......... .... .......... SCALE; HOR. INCH=10 Fl� ...... ........ .... .... ...... ........ ...... vER. NcH=5 Fl. 390� ........ 38.0..* ..................................................... ........................... ....... ....................................... .......... ................... ... ... ... ... ... ..... ....................................... ................... .... ................ ....................................... ....................................... ...................................... .. .................... .... ......... ......... ........ ........ ........ . ...... H E c_ .... . ...... EXL IZ4 .............. ............................... ........... _Tl ........... ........... . ......................... ......... .................. .... �77 141 ................. ....................... ........................ . . . . . . . . . . . . . . .............. .. .............. 4 64 ..... ... .... c ..... ................. ..... . ....... ....... ........... ............... ....................... ..................................... ......... ......... REHM* +31 ... 17- -GRAV.- LT ...... ......... ......... MAINTENANCE DIVISION No. 4- ......... ... .... .. ......... ......... ...... ......... ....... c ......... I'll ..... .. I ...... ......... ......... ......... .. .... ... ......... ......... ... ......... ......... .... .... . ....... ........ .................... ............. ... . ....... ...... 94 24 GRAV. - LT ....... ...... ......... : ... I � � 1 1. 5 1: 800'42-4:5555*' . ....... ...... 5 + 6D ....... -90 ........ 40 ....... 30 ....... �b ............. p p a 0 v I D ......... ......... I ...... r _36 . ....... ....... ......... ......... .......... A j�Q � 41:: .......... ......... ......... ...... . .. ..... ....... ....... ....... . ................. ...... ....... LOUfS HAFF" c u ifT GAD ENGINEER ... .... ... ..... ........ ... .... DATE REVIS[OF4 BY -0 ....... 4.0 ....... 3.0 ... 20 ........ 10,, -0 .... ......... ......... ....... 50 ...... 6 0 ........ ...... 4 ... DIETERICH-POST OF WASHINGTON R-438147 304- `88 X 1 mail_W _ 4()*WrL,1Z+� 404 41+'SZ 414I&5 LT.. IT q uw VGJ (6 _KT., I G + 36 L.T.. CAN 1-8 + m, lZ 4.+ NO. 10 4 +Tr LT_ za i imw_ 0ti2 LY.,, ur a .- 0 '%Z'_ S.ifLIKO.1 AV r'A WAA I 74 WO INS 11111IIIIIESIM-1 MEN Ell m mqmm Norm w � WA ` t r , WA lot 11,713 -3 MEN m mm A 77 1=11 �EEIIIEIEN ME MEN raa�.�� naaa»»»a�r �i�rrr•irr mt, s�� w�al�wiw�� wFn>,nm»»>,a>, w� MMM■■MM■mmmmmmmmmmm .: ■ N_-■ ■ _-----__m_li'ma, MEN 1[�� w'�w��rsw��w��raaaa>'��aa�aww �1"# ■ •��_� ■ It:11 �• ' ,&,:y"s' Ji '. qj_ �F F �' ii/' ' '� 4 • : ' �1 y, ®-■�©-�■� 'fir :7��:__ �... ........ ...�.�. _....� ...ram,. ,.. 400E-�.��.. e��■��■■�� -�� AV MCON A so END �on��-== ilEiMON -- -- fild 4. Rai■®.irr��lri F'* qi '$h4 1t• •'!� ••� � ,..`�'�.�.r��-_� � 7 !•T+,ii■■�=�aaaair & 11, y. � , , :' .+ T• ' , �. ►► a �� c .1; . •w o-�.:. out._-'11 !' V . id i" iiiiiii M T' Wi ! �` Tr�iirl a •' _ ' m- j _®I 7113 1= . - or -Mg 1 mmmmo i'�' 1110mr, mill lmmemmm ,_W.l.'fMWill.MV Il= i7.Tl w lE)(is . FAY EM01, �1 a / lEv. a na"C WSA-r I IN. . j I A wl CALL 48 HM 1G o,• C. at YOU N �. �(j� �03 s• 1.�Ae.L��_RRR� Jib:lS JT1I�.`�:,'fi:if1A10MJ.uYAU- 211 S T RUC T U/R E N 0 TE S THE FIRST 11OWBER OF CODE DESIGNATION ,� i� s5hREFERS TO THE SHEET NUWRER OF THE V � �_ \v \` O ;� �0� �1 \ A.,X% CONTRACT PLANS. THE SECOND NUMBER � ' ty � O � Q Q� Q � a � % � N , �- Q�/``�' �! C? `� �•� � � �i Q` / TD THE COWSTRUCTIOIW FEATURE '� �� ` O O RL�FERS Q. �Q� Q: \ \ Q' ��; �- FO WD ON THE PARTICULAR SHEET.��' �� Q �� : �; Q ` ` Q ' 0 = �/l1 �� O\/ Q' ��-� O v �O M Q �O ♦ �. �0 ;?" i p� V �, ,� •� �' �, �p� �� w �P V �, . , ; P ra�E►,rr-- sl y sP t IA ,cATc> BA N �J / �� Q �V k/ J' V ''7 co v Q. �i \ �� ' J v UQ' Q7 ' ! 'ON WtF-T OF +4- �I STRUCTURE EXCAVATION (� �Q v �/ ` \� �Q'��,,, QQ J O � � [QQ Q QUANTITIES FOR ESTIMATING �` / �k `�j V �i J. 1 _ �`/ ` Q Q Q �. J � �, �, �C ; PURPOSES ONLY, NOT FOR V 4i V , PAYMENT. v�� ! � Q �C! �,Q Q � '� C�' d, Q, (V �► �-� � � ((/, (SEE SPECIAL PROVISIONS) � / � � V Q ILI�iQ�' Q� �-a. Q V�'<<vv J\��Q � � j \� O Q' G Q• �� 'fir '._y '�, '�, '� '�► v� �1 ,�� V �V C(/ �' '< C9 �- �Q Q C� �� CJ o pon 0 o 0 n o00 17 0 000LI PIRr, of Record CODE STATION L. L. L. N N N N N N , N N N N N N N L L L L L N .. F IC • Y 10RLY o .FL.FL.FL.FL.FL►- L� LLONLONL.ONLLLLLL_ ON�LL F DESIG. C.Y.C.Y S.F C. ,�� F F l..F L.F L.F L.F. L.F L Y Y Y Y Y Y Yly Y Y y Y Y Y Y y 4116/03 � w prate �D _ 1 3 41 f L�(o - - - 110- - 16° - - . - . -- --� - 46 _ ro+ + - T - + — 11 -7 I - - SHEET a 2 4— 6 -1 38+ 82 RT 1�10 f45 I - 2 38+ 20 To 39+25 3 3g + 2-5 W3 39t25 _ - _- s -- 5 40 + 90 TO 41 + 10 6 41-t 91 To 42+11 _29 Ab to _ - 7 42 + & o- - g q. 2 + &o To 44+ ' - 1 l . - - �1 _ SHEET _99-1 4-3449 TO 43t91 434o3 TO 44413 Ig� 1 - - 2 3 44 + 13 TO SD ---- g} } -- 4 44+ 30 To 44+67 5 44 + 24 T O 44 4 6 t- 31 23,'1 rss.4)- - 6 44 + 30 x - 3 7 44 + -10 To 4(+O - i 9 4 + 00 TO 474 5 10 47 D W. - -- - - -- - -- f -�-- �- - - - -- I I 24'LT 46+23TO 46+54 6 - 15 ? - - 17 12 46 -* 45 13 25'LT, 474700 48+03 - - 14 4-1 + 75 CX) 7 15 41+ 75 1(0 48+40 TO 48+08 !al AI 8 j - - - 17 48 +08 w 18 qg as Tn 41+So 4a I q 46 +-15- _ SKEET 10--- 10-1 48 + 08 TO 49+8 9 f• 818 I I - -_ V y -� _ - _t-_-�--- I , + 1377 113 15 150 - -+ 3 50+03 W 15I 50 + 62 (X) 1 3 y 1 5 50+Co2 TD • -- 1 G 51 + 5 (x) 1 1 31v 23 1 9 -- 52 + 85 (X ) 91 - -� -- 10 1 _ 62 + 8g- 5n fi o p 1"0 51 + 65 B 9 1473 6315 15.33 23? 8-I CON TRUGT 15• .F. U' LV, CO N SIT S+b CMF, AT 01% SLOPE TOINSURE "FLOW. REMOVE EXIST• 3 6' (� TRAS}i AC , E D S Tt0 A RE INSTALL EXI ST - 3(o' 4) END SECTION A TRASH 'RAGK , ROCX SPALL MX WrfUM _ � CON TRUCTI L.Ir-!Z'� C LY. PI (FR. '1.T.38+20TQ 23'LT.39+25) •CONNECT. REMOVE EXIST. !2''0CULV. PIPE SLfJ1�E PROTEGTtOtl. 3 CON TRUGT B TY E I , 3' L NNEGT TO GB 0 2$' RT S?A• 39 t25. 4 CON TRU T C5 T)'PE 123' NNECT.- t 5 CON.TRUGT 30 L. . IZ $ C LV- PIPE ,4S KT 5TA• 4o+S0 To 40`RT 41t 10 - REMOVE EXIST. DRW'i CUc.v. 6 REM VE $0 L_ .. Ex sT• I "� MP, T 2-4' RT STA - 41t97 TO STA 42+77. 7 CON TRUGGT B TYPE- , 23' LT CONNECT TO CB, 23' RT. AT STA. 42{�a- 8 T&ON TRUCT 13 PE 23 RT A . 42 + 60 CON N EGT TO G 5 23' RT AT STA- 44 t 30. - 19--I REM VE 62 LF. E I ST 110 " CONIC. CULVEIKT• (FK. 24'RT. 43+49 TO ZZ' LT. 43+91) ` I ' F Z CON TRUCT CPR13 INL IV-K, 60' RT STA •43+ 63 CONNECT TO CURB INLET rO' RT AT STA•44+13, 3 CON U'CT UR_ IL. T IV-K ' RT,STA.4441S CONNECT TO CP 23'RT AT STA- 44+SO. 4 CON TRUCT URB IN IV-K 73 3 ' LT ,STA-44+ro CON NEGT TO C13, 23' LT AT STA• 4.4+30- _ S REM VE 42 -.F. F EX STING 12 CONC• CULV . FROM 24 ' LT STA- 44t24 TO 23. 5' LT STA • 44 +66 CON TRU T B T PE I . 23' LT A CONNECT TO CP 23' RT AT STA - 44 } 30. 7 CON TRUCT B T PE II , 4b" VIA , 3 RT STA - 44 + 50 � CON NEGT TO G13 23' RT 4&+ DD - 8 CONSTRUCT C TYPE I I THROUGH CURB I NL.ET FRAME , 23' iT. (*- 4`+00 t CONNECT TO CB 23' RT 5TA- 46+00 , 9 CON TRUCT C TY E 1L, 54' Ib WI TH ROUGH GU R13 INLET FRAM , 23 RT. STA 4 & +00 $ CONNECT TO GP3 30'RT 4?+5 . 1 CON RUC C TY E If, 5'4"$ W_/ SOLID METAL'• LOCKING 1. CQ)3D'RT A STUB 53 L.P-18"45 G1LV.To S. [NSTALLF.R. P. - �- -1 _ I_) REM YE E (iS_T_• 31 L. l2'' CON G C L1/ PI PE . � DEVICE ROCK SPALL FOR OUTFLOW SLOPE PROTECTION + +— - +- 'D6� PLA E R GK SPALPROTECTION 0 THE TOE OF FILL SLOPE @45' RT. _13 KEM YE XVS 27 .F. c9 f 2 ' NC • CULV• P1 PE - 1,4. CON RU C RB INLET I V-K , LT 4 CONNEGTTn OBC 23'LT, 5TA • 47 +75 • PROTECTION 15 CON TRUCT C TYP II,48-" W/S LID METAL COVER,23 LT -STA 47475.STUB40L.I= 8"45TONF- —CON NEGT.ROCKSM N RUC Cu B IN T IV-K,33.5'I..TSTA. 48+40CON NECTTO C36D23!SSTA48+084 CONNEGTW/ 6"O DRAIN PIPE �• E- � 17 ON RU 4tT G Ty Q 48 I T RD UGH CURB I N LET FRAME ,23 LT STA 48 + 08 4 C0NN9CTTO C13 23' RT S-IA 48t 18 r,lONSTRU0TC5TY I-K W/ T R0U H CURB INLET FRAME,23t RT.5TA.48+08 + CONNECT TO CB.(? 30'RT. STA.47+•50 j 19 ONS Rl1C SP IAL M.H - 48" 26 5' RT 46+75 to-1 CON TRU T 1 7 L.I:. 12"IP C LV PE 23'L.T FR. STA.48t08 TO STA-49+85• RELIOVE EXIST.23L.F. 12"0 DRWY Ca 2 CON TRU T S TYPE I 23' T 49 85 4 CONNECT TO CP 0 23' LT STA 50+62 - STU6 20 L. F S "� CULV- TO N (THE3 REM V� O L. F of EXIST 18 � NC - CULV• ( FIR. 2'5'LT. STA. 50+03 TO 2S'RT 50tO3) 4 CON TR V T G R13 INLET W- , 39 ` T STA 5D � 62, * CONNECT TO C. 8. @ 23TT. STA. 50+G2 , STUB ZO L.F. 8">� CULV. Pl PE TOE . (THE —T DITC ), R K S LL. PI#OTEC ION. NoTE = LOCATION OF INLET MAY BE CHANGED BY THE ENGINEER 5 CON RUT C TY 12.3' L •STA 0+•62 A CONNECT TO CB 23' L..•T STA 51+45:(REMOVE 44 L•F E -5T• CULV -23'LT 60t62_ 0 ' LT TA D -t 7 9 3 ' LT S TA - 51 f 17 TO Z 3 ' LT 5TA • 51 t 44- MOTE- LOCATION OF INLET MAYBE CHANGED 8Y THE EIKMAE 6 CON IZUOT CIUKE5 INLET 1 v-K , 39' NEGT TO C,5.@ 23'LT. STA.5I+45,5TU8 20 L.F. -WO CULV. PIPE TOW. (THE DITCHL, ROCK SPALL PROTECTION.. is 7 CON RU C 3 PEI ,23 L ,STA. 1+4� ComNECT TO C$.Ca Z3'LT ,52{ 85.(R.EM0VE 45 L•F. EXIST. IVpd) CULV. 23'L.T 51+51 To24'lr 5h 8 IEMD E EX ST. L. F l cF COIC.CU 1! (FR. 'LT 53+07 TO 23'LT.53+31) -� CONS U GUR IN T IV-K,4 'LTS A 52t85 CONNECT KING COUNTY DEPT OF PUBLIC WORKS - TO 23' . STA 52t 5-( T10 OF I LGT IVIA`I 131F WAL1UEV DONALD J LA 8E LLE DIRECT 0 R to CON RUCT COTY I,23',' LT CO ECT J3 EN�t NE�Q) PETROV ITS KY R OAD - PHASE U I CONS • GB7YVE 1 25'17 sTA 50+ D6 NNECT TO C'40A, 3'RT 120th AVE. SE. TO 140 th AVE. SE. STA R+G •ST B 3 L. I". 'ls"cp MO 5F- MiE DITCH), ROCK SPALL. SURVEY Na. 29-23-5- 15 COUNTY ROAD PROJECT No.7.QQ1$2 FOR 4UTFL SLOPE P OTUTION. SHEET � OF44SHEETS O�\S /y �% IZ Cols c TY E Y , 3' a CALL 48 HOURS E .- H E . FT •, ON F-Cli, BEFORE YOU ON MAINTENANCE DIVISION No. 4 �-- 1-800-424-5555 } ''' er I • P► R O V F D IT ! LOUTS J.HAF 'ou"' ' AD wc.IwFtI • DATF REV 1510N BY 304-88Z R 438149 TM W MRUC TURE N 0. T E S O IZI- 2 0/ a % LU THE FIRST AIlA41rR OF CORE Des/GNAT/ON �7 i + ; •` , " `� / {! Q` �� 'Q / REEF RS T O THE SHEET NWAWR OF THE ��/ O Qi �` , ? C! i ' �cr / .'d O 5), �' �Q' /, 4 / o „ o / o• COIIVTRACT PILANS. rt E SECOND NUMBER 0 s'� .�• '� . / Q ��;; �` 11 ;, 1 Q '/� JQ`Z' �w �/ / ` (� �tr `?qw �b 0 / O Q Q? �/ ��/ Q/QREFERS TOTHECANSTRUCT/AN FEATURE / F0thVO ON THE PART/CUL AR SHEET . �(/' q� �ii •` �•� �' O � � �l ti' �(� �j0 ' O 4� / C� o �- a Q ; w C, , 4 � v, O -c k o �a• ,, / � �o 0 ; ` �` v� ? p h C `j ? # PAYMENT - 4EJL-54�0 SP CAT( G Q Q O V �r tv / �/ �' qt P M`T S E.CIAL 8 4& o o �/ o Q , o � .,• �,o i, �/ T� �� J./� SHEE 5 44 G Q� V J ;' Q Q� w' w (v, t,Q'`� �Q' ��j �•�;3� �j �'4 Q: ��' `Q; r +'Q �4 'q O,��O �' �PQ�!' sQ'; w *STRUCTURE EXCAVATION ` JQ` ` ,9 ��,.Q � J 4 `�/ Q / Q � � Q Q A`V � � O � ti QUANTITIES FOR ESTIMATING V. V �f/�/ Q �/ V .`/ �(/ ' Q ` / �4; ,� �(/ Q ; G (7�Y 4 Y O PURPOSES ONLY, NOT FOR �� C! �� / cj ` �� v QC�-J , J �' Q `Q' PAYMENT. �w Q� = Q`; i v / ` ��/ �% �� J• '�Q Q �(/ /� `�Q ti ti q� �► Y�� ? % V (SEE SPECIAL PROVISIONS) 44V V /� / ; �� J �.5. �60; Ag '9 `, ,i� *4 zv v'fir ; 'k, '�► J�-y A'.► k' J Q C+ ,AZC� I ` v v v t, C� v v v�` �' c, c,' c• t�' c, �c h y 0010 N0 N0 NIN N 000 00 0 OIL L•L. CODE ST A TI DN �-• �• L C.Y C.Y. S.F. C.Y L. F. L.F L.F L.F L.F L.F. L.F L.F ILF L.F L � L L L �- L L. )-ONLYiONLYONLY � L � �' N ONLY N � I- L;N t �, F F. C.Y �OW i DESIG.F. Y Y Y Y YYYYY YYY YYY Y Y�YYY. - - SHEET SA 8-7 42+60 00 -30 -170 3 -46 BA -IA 4Z+6o TO 4Z+5-0 +2Z +165 2. +42-- - - - ---------}-----t - +4 + 8-8 4-2+60 TO 44+30 -127 -1085 --110 8A-8A 42+50 (x) +3 + 15 .5 +4 , BA-85 42+50 To �44+30 +135 +1150 11 180 _- _--- - + - +-+1 +g +ZS +1 { + 6 +1 -1 +1- zz .-.......- .....-......r.-.-....___ ..,.- _._._ ... .w.... ._ SHEET 9 A - -- - - - -t -- }-- . - --- -� -+ _ - _ + _ 9-3 44+13 -TO 44+30 -25 -21I 41-l- 9A-3A 44+13 TO �44 +30 +2g t240 9-6 �}1k+30 CK) -3� -280 -3 46 I 9A-6A 4443000 +33 +24S 2. +41 +1 9-1 44-v30 TO 46+00 9 A -I A 44+ 3 0 C X) + 3 { B t.2 +3 i +I 9A-7a 44+30 To 46+00 i192 +1525 a• ,4170 _ ; T +I -- r - - t- 9-8 46+00 x) -35 -266 -3! 1 -46 I _ _._ 9A-BA 46+00(A) +31 +236 25 +4I +I _ 9-9 46+00 To 47+50 -3b0 -1070 �� o31uq��t E•G. �� o31uq��t E•G. 8 7 DEL TED TRU TURE NOTE 8-7, ON SH ET 8 - - BA -?A GO TRUC C. B TYPE I , 2 'LT. 4 +60 CONNECT TO C. B. @ 18'RT. 42+ 50 8-8 DEL TED 5_TRUC URE NOTE 8-8, N SH ET 8 + 8A-SA CON TRUCT SPECIAL C RB l . ET 23'RT 4 CONNECT TO C.B.@!8'RT. 4Z+50 t SA-86 CON C TRUCT C. B. TYPE I , 18' RT. 4 +50 4 CONNECT TO C.B. C 18' RT. 44+30 NET QUAtT1T1 S CHARGE' } T 9-3 DELETED TRUC URE OTE 9-3, 0 SHEET 9 ---- 9A-3A CONSVRUC CUR INLE IZ- K 60 T. 44+ 13, 4 CONNECT TO C, 5. @ 18'RT. 44 +3 0 + 9-6 . DELETED S CT IRE N TE 9 6 , ON SHEET 9 I 9A-6A. CON TRUC T C. E . TYP4 1, 2 'LT. 4 CONN T To C-8. @ 18' RT 44+30 _ 9-7 DEL ED STRU( URE WE 9 7 , ON SHEE 9 9A 7A CON TRUC PF IAL C LIRE ! 1-ET S 231R . 4, CONNECT TO C_B. @ 18'RT. 44+30 9A-713 CON!'TRUCT C.B. YPE -48' O e I'8'RT. 4+30, 4 CONNECT To C.B. a 18'RT. 46+00 9-8 DELIf7E STRUCTSRE WTE 9-8, ON 5 H T 9 9A-8 ` CON TRi1CT C. B IYPq I W% THROOicali CU S INLET FRAME_ Q. 23'LT. * CONNECT TO C.13, @ 18'KT. 46+00 9-9 DEL TEA URU TORE NOTE 9-9 , ON S EET 9 9A-9A 1 CON TRUC SPE IAL C RB LET W THR UQxH CURS INLET FRAME Ll> 23'RT. � CONNECT TO C. B. @ /S'RT. 46+00 9A-9A -46+00 (K) g +3 _ t1 9A-913 46+00 CX} +2$ +�.g +.3 +$ ! 9A-9 COIN TRUcT C.B. TYPE a-4S"� @ I8' RT. CDNNEcT To C,13, 3o'RT. 46to0 +I t 9A-9C COR TRUC C.p. TYPE. IL-54 e3O RT. 46+Do 4 CONNI±CT TO C.B• e 30 RT. `Z+50 9A-9C 46400 TO �4-t+50 +342 +102a +15o -- -_ -�� U Tl?RE N^T C 0-1 01J EET 9 - - �I MENW = • = • • - -®m■ ` MINE EWE M MEN MOM■■ ' ' ®■®■■�®®� •■� ■a■■=■■ • • m■m■ = MOM ��Iwwl��ll��Nlrlriw��www�www��wiwws�wl�wl�aww�wwnwr��lwr1■��I�w�+_ww■■�.w �� . -.... ��-r.i.■��. 4taw.w.�r.rr- �.,M.yr-��4�. Raw. � � �..r...Rr�....Rarr��_�.,....i.,� �rr� .�� 11111111 11111100 ■■■■■�mmm MEN MINE', SHEET 10 A 0 MEN 11111MIMEMN AN■ ��■■�■■■■■■��■■■■■■■■■Q1 ■■■MOSINEE ■■� -®-■■■■ �_------ ■■■■■�■■■■ ■■■■■ ■ ST � --1 9-19 DEL TED R + 1 9A-19 I. CON TRUC SPECIAL 1 -K. 48'0 Imo' 30'4F, 46t75 --� +- - 9 -17 DEL TED STRU TUBE NOTE 9- ! 7 ON HE ET 9 @ -3 oNNC TE -r TO e- t3 @ 18 PT- .4$+a8 ST � --1 9-19 DEL TED R + 1 9A-19 I. CON TRUC SPECIAL 1 -K. 48'0 Imo' 30'4F, 46t75 --� +- - 9 -17 DEL TED STRU TUBE NOTE 9- ! 7 ON HE ET 9 @ -3 oNNC TE -r TO e- t3 @ 18 PT- .4$+a8 9A-Ii CON 1F.UC C. 6 TYP 1- 4 W/'TNROU H CURB IN LtT FRAME 3 >,.T t 9-IS DEL TED TFlu ZUKE NOTE 9-1 , DN HEFT I T� + t 9A-18 9A-18B EcI CURB INLO WIT 4KOUGN CURS INLP-T FRAME @ 23'RT 4 CONNECT TO C.B. c 1$'rT. 4 $tog . TY E L- S ! 'r-T 416 +08 A CONNECT TO C.Q, e 3O'RT 4-7 t Sa CH GE CON TRU CON TR1.1 WET IWANITITIEt, T S T C. O 10A-2 I CONS RUCT 43 LI FT.-1 "o R0NFOR D CON . CULV. PIPE (FROM Z3'17. 49+85 To 18'RT. 50+00) 4 CONNECT 10-11 DEL ZED TKU TO NOTE IO-11 , ON S EET 10 IOA-11 CONS RUCT SPEC AL CL RB 1NkET CG Z3'RT CON1, OF TO C.13. @ 118'RT. 50+00 CALL 48 IOA-11 CON RUC C.B. TYPE I W/ 011D METAL COVER a 18'RT 504-00 d� CONNECT TO C.B. @ 16'RT. 51+65 ftiproft= VIM 10-12 DELETED RUC URE NOTE' 10-1 , ON GfEET 10 IOA-12 I COASTRUC C.5 TYPE W oL1D METAt COVER @ 18'RT. 4 CONNECT TO CURB INLF-T @ ZV97. 51+65 - - - 10A-12 CONS RU SPECIAL C RB INLET 2VK . 51+65 4 CONNECT KING COUNTY DEPT. OF PUBLIC WORKS NET QUA 71T1 S C ANG DONALD J. LABELLE, D I R E C T O R PETROV 1 TS KY ROAD - PHASE 31 120th AVE. SE. TO 140th AVE. SE. SURVEY No. Z9-23-5-15 - COUNTY ROAD PROJECT No.199 SHEET 2 A OF SHEETS : J y%• n E .... •4:.r+ ' rEf 'r.CH Ft j ��t,�C�i�!'t'1A MAINTENANCE DIVISION No. 4 __ _ p ' 1-87 DRAINAGE REV1S!ON (SHEET IOA) B.w• •. ^F� ��o. �, 1I-86 DRAINAGE REVISION (SHEET 8A - 9 A) 6. w. „ P .. a E >, . , ••°`•°°•� •'°' �`I= I"G'r4ff� ; r j�G�ffi'0 DATE REVISION 6Y L.OAD Mi ' � �1►,.=ram$ R-438150 0 4 _ 0000 Z-1 MaT[RIC" POST OF WASH114GTOM ��---- - -_ T U C U R E NO S _E 0 NO THE FIRST NOWWR OF CODE DESIGNATION / REFERS T O THE SHEET NUVBER OF THE It Cool , V / & /,"/ sa CONTRACT PLANS. THE SECOND NUMBER ,� QQ'��►� G� Q �� ' Q` % /' % REfEl45 TO THE COWSTRUCT/AN FEATURE �� '� ; �(� `V,! Q j" O / �i �Q �1 (�;Q IN Q Q Q`i'O a `��'� �� of / FO�fiMID ON THE PARTICULAR SHEET. G> // ;, � \ � � � \/ �•. � �- � O �C t� O ,_ � � \�` �' <v �V cb V , a Q��c p ' /i/ o �D ,i V� �,, a �,gyp„ �.. �� w ,�� P ��aD�' A`� NT - FE PEC L C CH SIN J o Q ., �� - �- a �� „� ETA \ Q 0 �V �/ �� r r ' 'i "J '� '�� I /� v �j \ J� Q Q q� /� i V /'/� V / 1� �P �/ Q' y ; `��(/ �/ V • lV x i ON .5 of 4 �E STRUCTURE EXCAVATION Q' Q V / v ; \ / �/i, '� \ Q • / r /`�(� �Q ` �� ,�j . \ J .�,.. QQ J Q J , Nk Q� Q � n s' /\\ Q,� ,a a e �-c, �. • . / v/ r QUANTITIES FOR ESTIMATING Q` Q �/ Q/:� / / ,; L(/ Q ;' \ r Q \ ` �/ Q Q,/ V ;. Q /L.�i r %; rJ Q Q h PURPOSES ONLY, NOT FOR V� C1 (� `�/ •.�' V `/ J• v PAYMENT. `''!.` O � �(� `,gyp`/�P;��Ja - J� V Q '` �(/�Q r (SEE SPECIAL PROVISIONS) O� �/ •� Q► /, _ /� % ` : V C i v/ C} Vv /'' J 0 (p ( �• ,` �� ((i �,;,{� Q((i ,�Q Q �� Cl �j� C.�/; Q/ / zv J � `' � v �' �' �; 'y �''�► `�, '�► '�► s m � � � � ems; � � �'� � �, ��,i' ' � p� � ; �, � V� ,`V c� � � � �� a J`' ,Q ;' - ; �- ��" cJ �V �V V�� V ,�� o o y> �/t<, Q ' C42 ��- �� .� ; VJ VJ V�V� V�' v� V� Q C C� Q- P VP CT V� �� w4�' �JP�y�' w V ' ' Plan of Record CODE O o o D o D 0,10 0 0 0 0 000 0 01.1 sr,a rionr N DF C.Y. C.Y S. F T. L. L. L. F L. F L. F L.F. L. F L. F L. F' L. F L F L. F"" N N ONLY OW ONL N L N N M N N L F F C Y ONLY F F. 'y Y Y Y Y Y Y Y Y Y Y' Y `( y I 103 S. W. SHEET ! I 11 - 1 s4+s9 To 54+s2 5 11-I REM E 3 L. E ISTI G I NC. CULy., 23 LT• 54+59 To 23'LT. 54+8Z) 2 55; 18 TO 56+40 52 it'll 2 CONS RUG CB PE I 23 LT s A 5 l8 CONNECT TO CB (�23'LT,STA-5o+40. REMOVE EXIST. 35 L-F OF 12"0 CONC.GULV 3 5 ,+ 40 W 23 3 46� Z - - - - 3 4 CONS ONS RUC RUG CB C13 TYPE Y I, 23 I, 23 RT LT S CON A � EGT TO CB a 23 L.T STA - 5-6+ 40• 40 CONNECT TO CS e 23' LT STA 57f$5• REMOVE 70 L.F EXtiST I2'� M CULV 56+40 57+85 .5q. --- - - - 14S 25 3 4� . � 1 - 5 57 + 85 (x) --- - - i -- -� - -- 5 WW7RUGT CB'TYPEI I, 23 ' LT 4CON I III ECT TO C13 23' RT CD STA • 57-85. 24 ' LT 54+45 TO 5�472 4 9_51T 51t-33 To 57-1 ra 58+ 2(o TO 58-78 IO 6 IREM VE 2 L. - OF EX) - 12'(p CONC. CULV• (231T. 58+26 To 23'LT, 58+78) 7 s� + gs To sqf oo (o0 1t5 7 N RUC C TYP I 3 ' R STA 5-1+85 CONNECT.TO GB (P 23 � RT STA - 59 - 00 • EXIST. 3&"O TO S. g 59+ 10 ! _ _ g ABA PON EXISI STD M . H.,@25'�T. A 5'9+ID. REMOVE 14 L. F EXIST -�2"0 CONIC. STUB (M-\N), AND PLU[ AND A13ANPDIV 9 59+G31 45 - i _ 9 REM VE EXIST. STO 14 H.@24'LT.STA59+91. REMOVE 4 L.F. �.X1ST 36" STUI3(FR.N) REMOVE APPROX. 251. D _- XIST !2"0 CUI V. (FROM E.), PL G AND ABANDON EXIST. 36 TD W . 4&11_ -T-� - T ------ - -- 10 II CONS RUG C B CB TYP TYP 1, 2 3' LT CD NECT TO CB •0 23' RT STA . 59 00 11 5 +00 TO 59+55 55 i CONSTRUCT 12 ' RT STA- 9+00 CONNECT TD Cr3. a 28'RT. STA - 59 * 55- 2 59+91 TO 59+38 2-54 &40 1 1!5 IDo' 1 ! Z i i 12 NS RUG CB P H,5 "OWI SOLI METAL COVER @28'LT. 59+913 STUB 10 L.F.-36"O CONC. CULV.TON. (THE CHANNEL) W/MIN. f t 0.5% SLOPE A. CONST. FLARED END SECTION-W'O 4TRASH RASK--36"0 , STUB 90 L.F.-36"0 CONC. CYLV. To 45'RT. STA .59+38 5.r W 0.5y' SLOPE, lN5TA1.L. 3G" TRW RACK ROCK SPALL FOR OUTFLOW SLOPE PROTECTION 13 59+55 TO 62+10 ( f$$9 !� ! �5 255 _ ! i 1 13 NS RU cB TYP L) VY 4 ``gyp wl I APWOX. 2 UD hETAL LOCKING LID 28'RT, STA • 59t55. STUB 15 L.F. IS"� CULV. PIPE .D % SLOPE, ROCK SPALL FOR OUTFLOW SLOPE PROTECTION • INSTALL F. R.DP TO S (TH CH NN CD TR L DEVICE.PEVICE. C NNECT TO CB e 23' RT STA- G2i10. SHEET 12 - - 12-1 5g + 94 TO (Po + 73 16 - - i - -- 2 6194131 To &0+ 32 3g. �26& 41 ! -- 3 60 + 3 2 TO CvO i• 75 304 43 _ _ IZ-1 REM VE PP IO 79 L.F• EXIST• + 7 3 ONC. CULV. FR. 29 LT STA 59 94 TO 29'LT STA 6v� 4 60 +7S 25l { _ 2 3 fON9,TRUPT ON NS 4 RU T CB RUC CB L. F. TYRE TYP I2" CUL , 2 8' II ,48" 23 II,4F8" ,23' T STA 59+01 TO 23' LT STA 60+32 CONNECT. T STA . 60+32 4 CONNECT TO 013 8 23' LT STA . GO +75. STUB 25 L.F. l2"0 CULV TO N (THE DITCH)• G (61+15 TO G1 +44 6 61•-87 To 62+12- �- ! - ; _ 4 5 PLU AN A N ON 1ST• 12 ` CULV- (FR.33'LT. 6I+15 To 32'LT. 61+44) 7 59+55 TO 60+32 40 ?7` i _ 6 -7 ONS CON RUG _25 TRU T L.F 1-.2"Zp L. F ULV• LO TION OF OULV• WILL BE DETERMINED BY THE ENGINEER. 60+32 9 60+14 ro 61 { 60 11 2z•5 12" GU V C2 'RT 59+55 To 23'RT 60+32) 4 CONNECT 3 47i 1CONgTRU T CB 10 (02+20 'To 62t10 1 8 TY E r W1 TIAROU H CURB INLET FRAME@23' RT A CONNECT. 11 (02+ 10 TO Co3+00 90 _ 1 9 REM VE 5 L F. E IST• I Ito NC ULV � 22' RT G0 +I � TO 24 `RT G0+57 23 ' RT, GI ;18 TO 23' RT 6I + &D 12 &14 90 To lv3t 29 115 10 CON U C TY E 1, 3' . 6Z+ZO 4 CONNECT TO C.B. Ga 23'RT 62-HO 13 o •t00 W 4_ • 3 1 4-7 ICON RU T Cg3 TYFIE 4, 54" W THI?OUGH CURB INLET FRAME G 23'RT. STA. 62+10 4 CONNECT To C.8.C+ 24.3'RT. STA. 63+00 14 lot+gb TO 63+33 ! 12 REM VE 2 L.F• IST I�"� MP ' LY•,24'RT,GI�-90 TD 62•r52 , 4 REMOVE 25L..E. EXIST l2' CONC•GULV , 24.5RT I l03+0o TD G4+05 ►9 9 106 13 ONS RUC GB TYP I,23` LT. CO NECT TO Ct3 24.3 'FAT C�3 STA �3 t00• G3 04 To 24 ' KT, &a4 29 N. &4+21 To 44+10 14 PLUG AND AB ND0 EXIEST. 1 ONG- CULV. 32.5' LT &2+90 To 33' LT G3;35 17 (o4 10 TO (05+06 4+ 3 s5 1 15 CONSTRU61T G13T1 E 1, 24. ' RT TA 63-y-00 CONNECT TO G13 © 28.6 RT STA • 64 +05. 1$ 694405 To (o5t25 120 Z 16 CON T1RU T C RB 1NLEST IV- 66.51T• Coo+21 CONNECT TO C8 m 2&-P-'A--T STA • G4+ 10• 19 644 8o To &54 i1 17 CON RV r C T`r �' I , 2!0 2 L STA. 64 -� 10 � CONNECT TO CB cm, 284' RT . STA G4 t 05 - 2 &4 1 1S TO 6�+ 56 .2 18 CON TRU T C,13 TY I �` T S . 64+ 05 A CON INECT TO CB @ 29 ' RT STA - 65 + 25. 21 64 10 To (05+75 Af 312 1&6 19 PLU ANP AB ND N EXIST I2" Co NC. CULV,Z8 ' RT STA. 64 +So TO 29.5 Rr STA -6S-+f1 20 PLU AN A5 ND N EXIST I Z" CONC. GULV 30 ` LT STA. 641, Is TO 25.5' LT STA - do +- SO. 22 (00+25 21 CONE TRUC,T i 5 L . F. 12' rp CIJ LV 6 • 2 ' LT STA • &4 0 KING COUNTY DEPT- O PU f W 30.52.'RT.-6D+-26 # -CONNECT DONALD J - LA BE LLE � DIRECTOR 23 61 4 15 1 ti0.4Z04.8 _ TO za, ST .6 -r75 24 GO +76 4 i ( 22 ICOWIRW.` SP IAL H.- " @ r 23 - VC SPECIAL H.-`4 10CO 2.3}' . 61 +15, + CONNECT PETROV I TS KY R OA D - PH ASE II 120th AVE. SE. TO 140 th AVE. SE 24 Cous - G GB T. W/ HKQU R CURB IN T FRAME @23'RT 60+ 4 CONNECT TO BITCH 5AS' C Z3 RT 60t32 SURVEY No. 29-23-5- 15 COUNTY ROAD PROJECT No.700182 - SHEET Z8 OF 4'4 SHEETS �" �,.•�ry R . MAINTENANCE/ DIVISION No.�- s ? '�..,�,STe °. P .. o E D .. 4 at - CALL 48 HOURS BEFORE YOU DIG I t I i j Ftt l l4 i4i s 4 2ss 2 1 1 1624 36! 0 33 2rD 42 r i o0 2, 1 l 2 r 2 I 1 1 r l 1-800-424-5555 DATE I REVISION Hy - - s'•••»-••NG\��: L ISJ.MA f 104- r eo.o rN NrIR R-438151 )ISTERIGH-POST OF WASHINGTON RUC TURE NO TE S NOrE v h N R OF CODE DESIGNATION THE FIRST utiA51E A 4F v �. ♦ �� `�� , ��` V� V JQ' 'ty�' �i►� ,� Lp �,�+ ,�j �� `� �% REFERS TO THE SHEE T NlA'1l15ER OF THE , Q CONTRACT PLANS. THE SECOND NUMWR At �► Vi (� REFERS TO THE COWSTRVCT/AV FEATURE . o FO( VD ON THE PARTICULAR SHEET. r Q ♦ Q '`' •�O ' �� ,' Q;% �� ;/ Q ! i fI ♦ y ;� ' py v ` �? •�� cb / O'► (� �� , v � r ♦ ` P YME - 5 E.SP IA L CAT N t h /m�Sr • I lE ~54 Qf DSTRUCTURE EXCAVATION ♦ ; �(/'%'//�`C. t: �`• +4 H 5 44 QUANTITIES FOR ESTIMATING �/1/ , rJ, �/ i Q n� ` j��► `� 4 Q. (� �' Y r�-/ Q ; PURPOSES ONLY, NOT FOR �� tt�� V •• • V / J J. Q ` i Q ; ��' •` / .1. V'h by Q �' QI.�l V �► PAYMENT. V ` � � J �. / � i , �• � J. � � ,� � ,• �/ `LIIJ � � (SEE SPECIAL PROVISIONS) �J J J V �� Q •�/` iV �f/ /�/ VC / / �` Q ,i v y AV C� C� C� , �► y� ? v �l,�4 v c zzzow 4 ti /�� V tI / J , � a � ; �► ''b ~ t � V V` � �.V /l. A.` 'Q' �V V� G v� G c� c. L V V '�' � � �/ � / /t A IL Al y � Q %I � � �� "I,, `�� V C� V�` GQ` (ram �' CT C►� � C� ti� G� Vr �� rb� ~ �I � Plan of CODE �� 00000000 0 00 000 0 0 0000�L STA T/ oN N N N N N N N N N N: N N N N N N N N N N N N 4t rG1Os E. C. DESIG. C.Y. C.Y. S.F C.Y. F, F F L. F. L.F LT L.F L.F L.F. L.F , L.F L.F L.F iL L. L L i L � L L i- ONLY ONLYONLY L L L L L. L L L ONLY L L L L t L L F F C.Y ONLY Die Init. -- Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y 4 j l�(a3 SHEET I I A _ _ I 11-3 56440 (x) - 23 -3 -4 6 - ! ' 11-3 DELE ED TRUC URE NOTE 11-3 ON514EU 11 11A-3A 56+40 -To 57+ 85 t105 +600 11 A 3 CONSTRUCT .8.TY E II- 8"o 23'R .56+4 CONNECT TO C.B. a 23'R7. 57+85 II-4 56+40 TO 51+85 -54 -145 II-4 DELE D RUCT RE NVE 11 4, 4 SHEE 11 IIA-4A 56+40 Cx +34 t2-75 +3 +46 ! iiA-4 CONS RUGT C,S, @ 23 Lj. O�1NE T To B. @ 23'RT. STA, 56+$0 IIA-4B S6+45 TO 57+76 +25 +_ 11A-4B REMOVE ZO IN -FT. EXIST DRIv WAY ULV. PLACES FROM 24'U.56+45 TO 24'LT 56+72 4 FROM 23'LT. 5`7+33 TO 23'u. 57f76) 11-5 57 +85 (x -25 Ilk-5A 574 E5 W +24 -3 -46 - I I1-5 IIA-5A DELE CONS ED S RUCT RUC C.B. URE NOTE PE I 11 5) ON 4 C SKEET NNEC 11 To C.B.@ 23'RT.,5TA.57+85 +3 +46 +1 I 11-7 57+85 TO 59+00 -60 -115 -j 11-1 DELE ED S RUCT RE TE II-7, 0 SHEEI II 11A-7A 57+85 To 59+00 +55 II - I I 59+00 TO 59+55 -30 !+IIS - 55 --� _ +1 -i _ _ - IIA-7A I! -II 11A_0AI CONS1 DELETED CONS RUCT RUCT c.B.T RUCTURE: .13.T E 10 N PE I, 23`RT TE lI- 23'R 7+85 11, % . 59+ 4 CO SNEET 0, C NECT TO C, B. @ 23'RT. 59+00 1l KNECT i0 C.B. Lc 28'RT.59t55 HA-HA 59+40 TO 59+55 +30 11-13 59+55 ra 62 +10 ?-616 -1835 +55 -5 -15 ��l T -255 +II-~ _ -I -I 11-l3 DELE ED 5 RUCT RE Hare 1►- 13 0 SHEE 1 I1A-13A 59+55 TO 61+15 t385 - +25 1`75 +1075 +5 +15 1+1 Go I i +1+1 0-13A CONS RUCT 2% SLOPE, .B.T E II- Rock 4"0 W SPAIL 50L1b FOR dIJTF)O META 1-OCKIK4 LID e 28'KT. 59+55, STUB 15 LIN.F7 -18"0 CULV. PIPE T4 SOUTH (THE CHANNEL) W APPROY. SLOPE PROTCCT)ON, 1145TALL F.R.O.P. CONTROL DEVICE, *CAINI=CT To C,B.@ 33`RT 61+15 +115 p Q O O _ - 95 I -I }) D Oi W1_T GUAR !TIES CH L I I i I I I I I SHEET 12 A 12-10 62+20 10 62+I0 -23 -3 --47 -I IZ-10 I DELETED 5 RUCT RE NCTE 12 JO ON 5HEET Q 1ZQ 1aR 62+2a 7a 62+ 15 OC) +23 12-11 62t10 7o 63+00 -68 12A-WA 62.+15 +7 +3 +46 I -90 + 1 _ +1 +I -� - j I2Ag04 12-11 IZA-IIA CONS DELETED CONSTRUCT UCT 5 B.TYPE RUCT C. B, I RE TYPE C_& 23' TE I I W T62+ -II 0 HROU , SHE H CLIP, 1�NECT TO C.B. c� 23'Ri bZtlS I INLET FRAME (S 23'ZT. t CONNECT TO C. 5. 33'RT 5TA. 62t1S IZA-!I B 62+15 TO 63+00 +50 1 12-23 61 + JS 12A-23 61 +15 TO 62+I5 +ZSD +ZIpO _ 1+95 � _ ! _ +1 I _ -1 I2A-118 12-23 12A-23A CONS DELE CON S RUCT iC. B. TYPE ED 'CRIlc R1lcT ' C.13. Z- k11TE N Y?F_ 54 r>~ 12 -5 50a. -23 ON W S D MET SHEE. 1.ID L COVED & 33'RT. 62 + IS CNkECT To c. B. c-,-, 24 3' RT 63+00 12 Tq). COVER 33'R`�. 61t1S CDUNCC To C.3.@ 33'�r _ q.S 12- 24 60 +76 - I5 - 44 - I _ ! 12-24 AE1.E E D TRUC URE IZTE 1 - 24' ON 5H ET 12 12k- 6-o+76 TU 60+32 + 14 — - 1 +j - - — IZA-24 CONS RUCT CURB INLET MY-K 23'IZ . 60t CONNECT TO C,$.C�' 23'�T (�at32 -- +238 +160 0 44 1-43 1Q 0 -j }2 - NET DWINWITiEc4 CHA E I ' I - I SHEET 13 A 13-5 b6+50 To 67+70 -47 _ -I2a -I 13-5 DELETED ST UCTU E No E 13- 5, ON 13A-5A 66+sa To 67+70 +47 +124 +I 13A- CON RUCT C. B. YPE3 a 29"RT 6,6 50 COWS F_c.T TD C-13. ci 34.88' RT. 67+70 13-6 67t70 -3 -) 13-6 DEL.!* ED TRUC URE NOTE 13-6 N SHE T 13 CALL 4A 13A-6A 67470 is +6 t } 13A-6 CONS KUCT C.B. YPE I W S %,1D CrA)- VEK s 34.88'e'r CONFECT TV INLET@ Z7.38' KT STA. G7+70nrr9wc we 13A-90 67t70 +2 13A-0 CONGTKVCT CUR, INLE IZ- @ 2 .3$'JZ 67+70 +4. 1ET UANT1 Ins HAND KING COUNTY DEPT. OF PUBLIC WORKS DONALD J. LABELLE, DIRECTOR PETROViTSKY ROAD-PHASEZ 120th AVE. SE. TO 140th AVE. SE. SURVEY No. Z9-23-5-15 COUNTY ROAD PROJECT No.79-M�•••• .• Js j y aar SHEET 28A OF44SHEETS �� r w,�Sy�{•R�S'�,�rs ,f. Ai E HUN INCH Ff YFF INCH. FT _� _-- -- MAINTENANCE DIVISION No. 4 16387 0� - +� •`'"• � •Y/ROYID rr r' u ti µE111�++ L I1 n COU I AD EN61NEE11 ,'�M�•�� 11/86 DATE DRAINAGE REVISION (ADDITIONAL SHEET Za A) 13, W. REVISION BY R-438152 04- 88 AA-1 31ETERICH POST OF WASH4NGTON TM 00 co 0 W CODE STATl4N C.Y. C.Y p�L.LL• S. F �F 0000 € NN L. F L. F L. F L.F. L. F L.F L. F L. F L. F L. F L _ _ t �i + 125 } [20 { fi - - - - ----- 25i 4&� - - -� - --+ _ -1 100 9 �7 CPETROVIT5KY [ZD) � O+oo�C 128T1•t AV NN `!Y 00 N L N L ON 9 -_ _ - -; 0 NNNNNN L YYYY oao L L L L. 0 L Y ONE 000oo00oL�. NNNNNN L Y L L YYYY L L L NNDESIG. L L F F. C.Y 00 - ---- . - - 3 - ! SHEET 13' - s Ru TI.1 -- - �5-+41 To 1d5+�o - - 1 f3--1 PLUGAN AB N N E C1ST• 12 (p 0 10 i 2 3 CON CON TRU T C TRU T G TY TY E I E13148 63• ' LT , 2 3 65t 75 To 674 42 - I _ 1 - -- -- 4 65f- 25 To 664-6 - --- - t 4 S 6 CON coN CON$TRU '-1 TRUC T T RUCTr T C 13 5 TY PE I PE r , 29, RT S 5 - 6G450 TO !0770 67+ 70 , 29 RT S (0 S - E I 27., 8` R 3 7 67 + S3 To 67-f 92 8 - - - -- - + - ' 7 REM VE �39 Li. F XISTUNG 1.g�1i 0 8 . ,. ., 69+ 9I A To 70+41 A 17 - -- 8 REM VE 56 • F•• ISTI NG 12 � 9 70 +00"A" tx� 20 102 - 2� 1D2NS --- -- - 5 - - _ 1 - . - I } ^ 9 1 og-N l2 13 14 GON TRI, GT B T 'EE Tyf TY DRAI F. E PE _ AL E F, PI -- IST 12 33' LT S DETAILS F OM , • t RU C RUC G WI "� - r- REM VF- 2.6 L. CON TRU 3' LT S'TA E FROM E GULV 11 70•�5D'A"(X) _� - - 1- - 15 70 t 60 E.A „ (x) ,fir y7 - - TY E 1, ' ' RT 14 70+.5o'A"TO 72,OD CON RUCT C TY E 12a' LT 5 SHEET 14 12STH AVE S E &+ E co � } 14- 1' 4,&+74 ro &o +27 20 1 - 1 f - _ _ + REM VE 55 L F E IST• 1 "o CULV•, 2 b +18.4" To 0+90 10 - - .- 2G 2! --- 6! 98 - ----� �- _ �- --- --- - +- I _ - _ t - - _-- 2 3 _4 5 6 REM FC VE 25 • F. E R EXIST C13 IST - I2 0 CONC. 2?` RT O °Jo --- --- - - ) t 3 67+42 To 47 t 20 �•- , 1�$ CONS RUC GB TY P t1) 48� 8 LT ER 40-241 p r 3 - 4 D+3?•5 *70 o t 82�` 12? 3 8 4 14 _ _ . - 42 _ " Q.5 _ - CAN NS OON S RUST C TYP RUCT TYP RUCT G TY r T , 34.24 (�T S III48 .15 "(p I 29 LT 5 D+5 +'�` o o + 95 3 T o+g5 o+sad 0+ 30 - -- -. _- 6 - - -- - - _ _ - - - - - - t -- 7 -4 NS RUOT 3 L.F. 12"m GULV. PIPE --- SHEET 15 -- - - - 15-I REM VE E IST 5 21.5'L 2 15 -1 714 90"A" 71 f5o"A►' To 72f25a -- - -- --- - - -- 2 2 REM VE S'L• EX STl NG l2' C 3 72+25A To 79tDi0• " 45 - _ 3 REM VE EXIST. C • 29 RT TA - 72fioo�,A,'{X} " 20 2 3 .I -4 - -- --- - --- 140 --+- - 46, I ! 4 CbN TRU T C T� PE I 23 T S 5 , 72•+ 00'A Tb 734 5 NS RU T C TYP T 23 L. STA (o 73 + !o" A" To 73+40" " _ _ _ PE92 31 0 NS 'IZ U C TYP r , 3 2' L. STA _6 ON FU C TY II 54'' W I wo 8 r „ 79 + 90 A To 74+90� 2� .3 _ - _ -�7 8 ONS RU C Ty I 23 RT STA. 9 74+9o'A"�o 7Q•+80" 3 -- 9 N RU T G13 TYP I_w' TH UGt-1 Ib 7$+gp"A" TO 7(ofi46 •E•AB�n l fo5 +' + I , _ -- - 1 i 10 NS iZ G C Q , 4'' 1 50 1 _ CON ECT C 09 2'3' LT STA • I - -- -- -+- - - - IVY 1414 67-4s 23 3f 115(a I(v5 140 5 10 1 3 1 1 1 1 _ �,d rL, 41r�1o3 41 r b �03 GULV• ZS'•5 'LT 65+41 70 24.5' LT (o5+G8- TA - 65+ 58) � CON N ECT TO C5 & 28' LT STA • 65+t75 LT , STA• (a5+75 A CONNECT TO CB CD 29' LT , STA• 6-7 +42- 'A . G5+ 25, CON N ECT TO C B f? 29 ' RT STA • 66 f 50 'A. 66+50, CONNECT TO C5 G 27.36' RT,STA• 67-o70- STA.67+703 4-CONNECT AMP , ?4' RT STA.67+• 5-3 TO 23' RT STA . G7 +92 • 14 2-I2 5TUB(FR. N.4•T0 E.) ROSS-Pl PE ,25' LT. STA.G9 +91 "A" TO 25•S ` LT STA •70+47"A". REMOVE EXIST= CS A .-70+00 "A", � STUB 15 L.F. 12" 0 To N C DITCH) j CONNECT Wr ro" 0 DRAI N PIPE ON SHEET 7 0F44 CONNECT TO CB @ 23 L.T • STA •70 + 00 A< . 70 +00 'A" CONNECT TO CB (R 23' LT STA • 70 + 50 iNECT TO CS @ 23' LT STA 70+50 'A"- STUB 15 L. F 12" TO N (171TCH) CDNIvIEC (SFE WALL DETAILS ON 7 DF 44) 24' RT STA . 70+68 "A„ TO 23.5' RT STA - 70+ 34. ^CONNECT TO GS &D23' LT STA -70+5D "A"• A•70+50 'A' i� CONNECT TO CB 0 23' LT STA •72+00 "A SIT sTA-(pC -+74 TO 25' LT STA b7+27 . REMOVE EXIST= CB & 25'LT. STA.67+27 JLV•(FR•32.14'RT O+•IS.4 'm TO 30.35' RT o+43.3 ) INSTALL SOUP METAL CD\ +` I PLUG � ABANDON EXIST. 12 GULV-TO S. TA 0+42, 4 CONNECT TO CB a 43•24LT. STA. &7+20.95- A. D { 37.52 *wA CONNECT TO CB 0 15-3 31 RT STA • D +53 'ff +`. ►'TZT STA 0+53+`-*CONNECT TO CB A 29' LT STA 0- qG4' `. ;ON N ECT. 15.33 ' RT STA • 0+53" To 2-' RT STA . 0+90 0, CONN E 1•5' FKT A REMOVE APPRbX• 70 L--F- EXIST I2"O GULV• LV. (27.5' RT 7 I + 50 `Al' T7 29'RT. '72+25 "A") 2+25A" A REMOVE 75 L.F. EXIST. 12" (h CULV . 'A • 7 2. f 00 •i1 " CO N N ECT Td Ge Q Z3' LT 72 4 00 "A"- 7 2 + 0 0 "A" 5 CONNECT TO G6 0 23' LT STA 73 + 73 -1- 10 "A" A CONNECT TO 013 @, 23' LT STA 73 fi 44 "A.7 - 9 H CU RV.E_I NLET F KA fA EE 23' LT 73 -r 40 'A"' * CD N ECT TO C5 ® 28' LT STA 74 + 80 'A" 9+q6 ''A", 4 CONNECT TOC13 e 23'LT 6TA•74-f90'A"• CURS I NI -ET FRAMM , 23' LT STA • -74+9o"A" 4 CONNECT TO 013 Q 28' LT STA. 74+80 112 METAL LOCKING LI V , 29' LT 5TA . 744• 0 A", INSTALL EWE CONTROL PEV ICE 76+45"A KING COUNTY DEPT OF PUBLIC WORKS DONALD J-LA BELLE I DIRECTOR PETROV I TS KY R OAD - PHASE U 120 th AVE. SE. TO 140 th AVE. SE. SURVEY No. 29-23-5- 15 __ COUNTY ROAD PROJECT No. 74QISO SHEET zol OF 44 SHEETS t Q� y"1 CALL 48 HOURS F. F, Y F. P4 C H f T��. BEFORE YOU DIG = MAINTENANCE DIVISION No.. 4 _ 1-800-424-5555 P , Y F .. So O D 0 y' Lddig J.14AF 10U- ago Ew6iMEEl Lit, R-438153 304-888B TM 00 co Nt 0 LLI RUC T U RE N 0 TEIS fill'' 00 NOTE Zk THE FIRST NUMBER OF CODE DESIGNATION . �, V%0 ti REFERS T G THE SHEET N;/M6ER OF THE O "JD0-1`Z' Vq��2 4 O \ /` AV CONTRACT PLANS THE SECOND NUMBER 0 ; �� 4 ` ' V V � O � O O' o Q• � ` �Q' (a�i�w � � 0 ♦ .� Y v % REFERS T O THE CONSTRuc T IC�Yv FEATURE ` v? o o w ,Q4 Q FO(A'VD ON THE PARTICULAR SHEET Ir" r� * STRUCTURE EXCAVATION QUANTITIES FOR ESTIMATIN PURPOSES ONLY, NOT FOR PAYMENT (SEE SPECIAL— PROVISIONS) c-OUE STA 7-/4N DESIG. SH EET-15 A 13-(3 70+50,19' 00 15A-1A 71 +00"A',T07'Z+00*1 SHEET 16 A t6-2 1Z+8Z•5"A"�c� 177+51-5'WT076+45"A" I6A-2A 16A-3A -77 + 87.5"A' 16-6 19 +40"'A„ CA) IGA-6A 79+46WTo 80+75'X" - 16-T 79 + 40 "NO 16A-TA i`?+40 "A'' Rr. 16A-1B 19+40"A_"___ I C -13 80+75 "A" To 80+96''9" 16A-13A 80+75W To 82+00 I6A-138 82+00 16 -14• 80+90" A'' I6A-14A 81 + 00 "A" RT. 16A-145 81 +00"A" i O Q Q C� �i CJ �, O O Q�,,`� Ov 0 0 �Q. oy�Y ` �. t, PAYMENT - SSE SPECIAL; CATCH g N O2 `tr� `p fit. h�" V �A p� Q� v �. `�""' C> �, 4 ��l/�j y0 Gj�� ? J�V J Q� V�' �� h TYPE IL-54',"O DETAII- N `A-Z'tom �C �Q` � �l� Q v� Qya;P SHEET 5 0l'44 J il� ' J' CJ ICI Q �+ .� Gy '0' O . .Q` h v , v Q' �mvq �° w�'�o Q` .Q Jv Q� Q Qw Q ��' a� �� 3 3 .oqq� o �� .� � a p , �• Q , VJ ti' QQ`C��v V J G � J' Q ��Q'�.� ��y'�� ti Q J,wO`��, �%a �h � g►� 4p � 4, J v - �' �' �• ,.Q Q `� v✓ -�. , ,w 4 ti ti ti '�� a►i �` ' J '�' `ham v . ,Ev C�' '� a ,c �� .Q �, J . 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YY YYYYYYYY YYYYYY Y Y _Y + + t - - - r } t _4G _�: f } 13-13 DELETED 5TRU TURE',NOTE.13-13 ON SHEET 13 � + ' + +1 I 15A4A CONSTRUCT C. B• T`f_P�-I @ 3'FT• 71 + � "q" CONNECT TO C.B. G 23ILT t I i + NET GUANTITI�5 cl mrE 46 +100 ' + + -• ._ - f`} + + + 4 T j � � + � - { i 1 • i � - , � t I i i 1 16-2 DEL�TED STRUCTURE NOTE I6-2, ON HEFT 16 i'+142 ` __ _ �( t 16A-2 CON STRUCT C.B; 'YPE�I W/7HROUGH CU 6 INLET FRAME a 23LT. 17 87.5 "A:' 4 CONNECT TO C.B.@ 23 �T.76+45 A + : j I 1 a l6-3 DE TED STRIICTUR NOTE 16-3 ON EET 16 -25 -461 ITI35 �4 +20I t { + -48 +119 4 + I i � -3o i I k +4 ' , 1 l +20 + ► ! I }+l8-1407119 ♦277 CON RET CUL ERT PIPE I f I t j t i 1 I { I t ++ 1 I6A-3A CONSTRUCT C, B. TYPE+I W/ THROUGH CU B INLET FRAME @ 23 RT.`t7+ 87.5 A STlls Z5 LINIFT• a LIZ"�PoLLUTPON COATRai DCV �gT} INSTALS; .16-6 DELY-TED . STRU�TUKE�NaTE 16 -6 oN EET 16 �- + lA 1 CONNECT TO C.B. @ 23 ( L7. $0+15 A I TYPE�I 23'LT 79{6A-6 CONSTRUCT C.B. I6-7 DEL TE0 STRU TURE NOTE 16-710N S EET.- 16 } +� + i I6A-7 CON TRUG�cu� IKL T Iir a 23 RT CORNS T TO C.8- a zZ-RT t I ; t t + - r 1 I6A 78 CONSTRUCT C.B.TYP I W SOLlD ME A COVER (2 28'R7 '79+40"A'' 4 STUB 20 09,FT.- I2"� CL1LV• PIPE TO S. CT° -DAY-L1GHT)� INSTALLDIL + POLLUTION CONTROL DEVICE 16-13 DEL�TED STRICTURE NOTE 16-131 ON S EET 16 _- 16A-1_ CO TRUCT C-6 TYPE -K 23'LT. 80+7 "A" 4_CONNECT TO C.B. 24'>rT 82+00 +� - +� k6A-13 CON TRUCT C,B,��~48 W1501.1D META LOCKING LI D co 29' LT. 8Z+ 00, t 5TUB 25 UN FT- I Z"O CULV To N.( To DAY- LIGHT) , JNSTALI_ F.R•O.P� � CONTROL DEVICE . 16-14 DELETED 5TKuCTUK N6TE 16 - I4 E } 16A-I4A CONSTRUCT CUR INLF-1 12-K S 23' RT N N ECT TO C . B e 28'RT, 81 +00 "A" ` + j I + ! ' 1 -} j I ! 16A-14B CON TRUCT C.S. TY t' T W/ SOLID IHET �. COVER @ 28'RT, 81 + 0 0 "A" $ STUB _20 LIN. FT - ! 2_ "O-_C-ULV. To S. (To DAY- LI01ITh (-NSTALL OIL I r I - } POLLUTION CONTROL DEVICE 4 ROCK SPALL FOR OUT FLOW SL OPE PROTECTION i +2 -3 +Z 0 +! 0 +1 I NEY QUANTITES CiIANGE } + } , + 1 H ' _ --- + + i t + ;. { + + t i t I !!! I � } ' J } — t -4- t 4 rt DONALD J. LA BELLE , } } - ,. ROAD-P PETROVI`iSKY R ASE 11 H 2 4 th AVE. TO 140 t h AVE SE. f ti 29 23 5' I5 LN � ROA'_' •'Ro)f No 0 8 t 4 i - 29 A 44 S t'- O wues"ti;•�� } } _ - i MAIN' 1,NANCE DIVISION No 4 5 f + I 1/87 DRAINAGE REVISION (ADDITIONAL SHEET 29A) &W. rrF 0 R-438154 304 88 BB -1 0y00T� co 0 w NorE Vim% /�-S T RUC T U R E / ,��o;� �� ' THE FIRST NU't` WR OF CODE DESIGNATION �J v �� V/ ��` `� •� Q� T SHEET NL�1'b/6i>F-R OF THE � V � REFERS 0 rHE SH C� � � � INI CONTRACT PLANS. THE SECOND NUMBER Q ,}V � � � 0 � O • O / O � Q � �� (? � � Q- � REFERS TO THE CONSTRUCTION FEATURE �' `��! \ '� \go Q Q FOt4VD ON THE PARTICULAR SHEET . 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EXIST C,UlK5 VE E�[ST CURB INL-E INLE -13' LPi RT 4 P 5 CONS RUCT CB YPE 123 RT CON 7 �, 79 f4o A 79 q-(o A" 2 t - 7 CONSTRUCT' 05 PE 123 `! RT STU _ _+ $ t 9 10 t + _ + !i 12 + + t 13 ! 1 15 - - :REM VE EX I S I NG CURO I NLF-T 1 9 10 707 { 46:�, "An 2 80+4(o "A" 2 80+5-1 „A„ 2 - -' 80+75 "AlTO 60t90 "A ' -141 3 i - � . t t -- w - y - - - t t __. - t fi - REM VE EXIST !REM VE EXIST REM VE EX1S CONS UG CU NG t�RB1 INLET 15' NG !NG CUR GUR INLET 2 II INLET ! B I N ET PE lU_K (o 13$ f5 t 48 + t Y - - - t - -- - - too • - -- CONSTRUCT Cg n CONS RllCT CT B. I) 2 5'LT A . so+75A` 14 80 + 90 'a " +e5 t I f PE @ 23' T. STA. 80+ R REM VE EAST. CU1Z CONS RUGT 108 F. ! CONS UCT 5FE JAL /M 1ML_ 15 ` RT Ilo 440 - SIt9& (X) 5 $rbf 16 1 17 "CU PIPE , 5 .-46 "'� @ Z,6 ff SHEET 171-7- - - 4(0= -- 30 4!0 � � 5d - -- --+- 2g 10 to t� �- --- -- _ . - 11 ( I7-I 1 02 + 11 z REMO EXIST C13 17. 5 PLUG 2 82+ Ib (x) 3 - -- I ! } -- _ t - - 9 + _ _ - - - Z7 2 3 4 � - -- --�- 5 f 6 7 ICONS PONSTRUGr RUC CB PE CB �YPE i, VE 1S CUR RUGT C TY P - ,23 KT STA-8Z 3 82f 10 23'LT. STUB INLET,2D' LT 83+70 2 1 .2 REM ICONS 5 83 t ?o x 44• 1 I, Z3 LT CO - ._- 6 83 + 70 o 84t2o 2G.IF 10- 21 84+12 2 �� ICONS RUGT C TY 123' RT 83 + 7 REM VE S . GB. EXI IS' RT PLUG 84+2D TO 844 09 54. i - --- + -� 9 i5 10 . 11 ONS"CRUGT ON S 1C, CONS C TYp C PE' RUCT B !TY L. F. 12 "0 ULV RUG GB.TYPE ii ,54"4 W/SOLt 9 8 t09 To o6 9 - 1 54 � I SOU • 0 W (THE ITCH iT 54 SO 10 84fi 06 J.l-�• - - IST1 G I 5 Ilo L.F. N. SEYVEZ PI PE It $4t 20 To S 5t 3D CON RUG 4 STE E L 12 85-+ 30 (X) I 3 4& _ 1Z 13 CON STRU NS RU T CoTYPE GB PE I , 23' LT , f54 "rp l THE 13 S5 + 30 ro 8Gt5o �23 20 .� — 4{0 j 14 8& f5o (x) ? • G4� 3 - 14 NS RUG GB TY I'E 23 LT A Co I , ` f5 $6t50 To $St43 T 2obs, 1 0a's -- - - 193' Igo -- - IS _+ _ !6 NS RUC C5 TYPE,f 23' RT TA 1!o SHIPt5o To 8?t?o + 23 NS RUC 120 L. F. 12 (p GUL • PI SHEET 18 0,4 - - - - -- 18-1 CONS RUC T Co .TYP I @ 3'LT. Go 16 -- I 87 + 7 0 3 9q• 4 � 2 BSr43To89t�2 119 (02 - _ _ _ .__. - - - 2 NS QU GB PE 3'RT 88i Co 3 89 +35 7d $9 t lv2 X Z - - - 3 - - 4 (VS UCT CS FE 123 LT 89t3 CDN 4 89 t &2 To 91-t oo 13$ - - NST MDV UGT C15 TY CB 1)- REM 3 RT b9+6i VE 101. F• E CON 15T ,# 5 91+ Cb 16.5 FtT. 3 EXIT 0 914 DD (X) -2 3 46 i (o 3DW. C-0 T YFF,1 25; gT CON"GCT ( (P 7 8 91 { oo 9 If 20 m 13,2 f 2 0 - 28 -- - too - - - t-- - - I ? CON RU CB PEE I 3' LT STA - 91 + 00 -- - -� 8_ CDNST UCT B TY - y 5 "0 W/ SOLID M TAL L STUD 8 L.F. -18 W. 70 SWI. (om° 4i'RT. !400} , INSTA L F.R O.P. C NTROU DEVI E , 4 NEC q J0+02 Z ID EMIJ 1p L FI Q U L11. PI Lp 10 89 + 53 I la lNST LL 1 10 TAASOLIAC e 63'LT Z3 1706 4450 Z8 12 30 1106 186 46 129- Ito Ito I I 17 z I 1 1 2- s 2- 1 z z 15' 1 -- DEVICE . ;'A", 5'TUl3 30 L. F. I5"dc GU LV. TO N.(T'O PA-Y L16HT) 4 I NSTALL OIL FbLLUTIDN CONTTZoL- 3 INLET FRAME, 23'LT 4 CONNECT TO C13 (1-0 23'KT 5TA.77+87.5 `A". ►B INLET FRAME,23`RT. STU& 2-5 L.F. 12"4pCULV.T0S (TO DAY LIGHT). INSTALL llU 4 A13AN170N EX15T •4"0 PV-G- PKAIN PIPE . I OIL i'OI�-LUTION CONTROL DE'VIG . aJU 4 A13ANPON EXIST. 4"l F-V-C. pP-.Al N PlPe - J EGT TO CB e 2 3 ' RT STA - 79 + 40 `'A " . 25 L.F. 12" d) CUL/ TO S (To DAYLIGHT)- INSTALL OIL POLLUTION CONT96L 9F=V1(',£. I-T PLUG 4 ABANDON EXI ST. 4" P V. C. DRAIN PI PE - RT PLUG A ABANDON EXIST. 4"(P PV-C. DRAIN PIPE . LT 'PLUG A ABANDON EXI ST. 4" 4) P V.C. DRAT N PIPE ` RT'A PLUG A ABANDON EXIST 4" d) PV.G. DRAIN PIPE '.. 5'RT STA 0D+ G4.5 "A'' STUB 30 L. F. 8 C LV TOE (THE DITG 0 (3.5' RT STA- 80+64 " CONNECT TO CB. L 23 RT STA - 8D + 90 'A ". ROCK SPALL FOR OUTFLOW SLOPE PKOTffC ll t STUB 30L.1=-12"¢ CULV. TO SE.(THE DITCH), INSTALL OJL POLLUTION CONTROL DEVICE 4 ROCK PLUG 4 QPANPON EX15T 4' 0 P V•C • DRAT N PI PE • I SPALL PROTECTION LT To 53' KT- CsEE PETAIL15 ON SHEET 4 OF 44-) . 34+76 , # CONNECT ABANDON EXIST. 4"(P PVL . DRAIN PIPE . -10 A CONNECT TO GB P- 23' 1-T STA • 82 f 10 30L.F. 12 GUI-V -TO N.CTO DAYL!GHT),INSTALL OIL POLLUTION CONTROL. 17EVICE . PLUG 4i ABANFON EXIST 4'0 P.V.C. NECT TO CB @ 23' RT STA, 83-r70- 0 4 CONNECT TO C.Q. I? 28'RT 84+20 A ABANDON EXIST. S 110 GM P- 54'RT 84+09 METAL LOCKING LID C 28'ItT. 84-+20, INSTALL F.R.O.P. CONTROL DEVICE 4 CONNECT TO C.S. METAL CDVE9,54'9T STA. 84+09 4 CONNECTTO CE3039.6RT STA. 84+06• STUB STUB 10 L. F 18 "0 TO E CTHE DITCH). ID METAL COVER. 39.6'RT CONNECT W1 18"� COI-V. P1?s (I-e.s To o- cmmr=cr wl (M E 4 TO Vy.). SEE CONSTRUCTION DETAILS ON SHEET 6 of 44 JLY. PI PE ( FR.28'RT. 84+20 TO 23'RT. 85+30) 4, CONNECT CONNECT TO CB cs 23 RT STA 85+ 30- DUGH CUIzB INLET FIZAME(P 23' RT" STA 85 f 30 CONNECT RO GB G 23'rZT 5M ,861 NECT TO CB (� 23 ' RT STA • 0&+50- +50 4 CONNECT TO GB e? 23' RT STA - 88f 43- 'E (FR.23 LT 8 6 + 5 0 To 33' LT. 87+70) * CONNECT CALL 48 HOURS BEFORE YOU DIG NEGT- 1-800-424-5555 'N EGT TO CIO @ 33'PT =cT `faC8cm33'izT89f6 KING COUNTY DEPT OF PUBLIC WORK IEGT TO G80 23 TZT 9 k0o DONALD J. LA BELLE D IREC TOR ICMP•PL)6 A AROMA) MI5 PETROVITSKY ROAD -PHASE U 23' LT, 9(too - $"�C.M.PTD 120th AVE. SE. TO 140 th AVE. SE �ryN-ec.T-, SURVEY No 29-23-5- 1.5 COUNTY ROAD PROJECT No. :KING LID O W"- 91+•P0 , 30 0 ••• `'+ SHEE c)F. 44 _SHEETS v �t XK SPALL PROTECTION, TD C 8. @ 231T 42+ 20 MAINTENANCE DIVISION No.�._._4_ i rA. 89 +53 ► �� '�Ta� LO J.HAFF eo.o {N( Nff. )ICTER,CH POST OF -. -NLTON DATE REVISION R-438155 304-88CC TM 00 co Nt 0 W ,5 7" I?UC TURE NOTE THE FIRST NL*WR OF CODE DESIGNATION �, �� `� l` �• u REFERS r 0 rHE SHEET NUN6iER OF THE A� CONTRACT PLANS. THE SEC C_VD NUM&R p /�� '0 f1. �. Q ; /, _ / p. p p. (y�.� �q� Ir, '� (� �. ♦ �' 'C REFERS TO THE CONSTRUCTION FEATURE ;% ; O°f FOthVD ON THE PARTICULAR SHEET. �' Q Q/ �(/ ��Q Q ; \ ! \Q \ ti 7.0 Q V / `� O,�� o O Q p *STRUCTURE EXCAVATION C� �/��Q ��I;;n `� Q� O Q �V� Q AV (V L �i Q� (/� ANY•?� �' 4Q'��'`Q' QUANTITIES FOR ESTIMATING v �. `V 1/ /��1 rrV- `; / Q n♦` a /j�� T �� / •� q�q PURPOSES ONLY, NOT FOR r�-� �{! \�1V '� VV V �+ �; ! ` Q /�� /, / gha h► /y 'y `� P� PAYMENT, _J �V k .`� `Q`� /' �" v % ,c .'--``v �• i v �• ; J• �q o�Q' ` ,�, y`� ,�Q `Jai/ ;� , �, 4� 1► (SEE SPECIAL PROVISIONS Q �`J/ 0 '� ` �/ O-/V �/', J v / O 'E Q� �'�Q •3' ~ Q/ ' �' u V CODE STA TION DESIG. SHEET 17 A I7-5 83 + Zo C� 17A-5A 83 t70 (x) 17 -Co TO 84+20 17A-6 A 83 +70 TO 84 +20 17-8 84+20 TO 8Je+09 17A-SA 84+20 To 83+ 80 17-9 8$+o To 84+05 17A-9A 84+09 To 84+05 17-11 84+20 Te 85+30 IIA-11A 84+20 To 85+30 17-12 BS+30 CX) 1'�A-12A 85+30 RT.- - 17A-12B 85+30 (x) -- 17-13 85+30 To 86+ 50 I7A-13A 85+30 To 96+ 0 17-14 G+50 fix) 17A-14A 86+50 To 67 +70 17-15 86t50 TO 88 +-43 17A-15A 86-►-50 RT. 17A-1513 66+50 x) 1'7A-15C 86+50 To 87+So 11-16 86+50 TO 8�7+70 IZ-17 84+'I - 17A�-17A 84+7S Iwo �w�0' / �, V4 to �- t/ 4 Q• V ; �,� �% '�► 44e-, '�, '�, '�► , '. Q` /` I` I` V C, C� V V �Q` C� v v t�`c�' c't�' t► c 0 0�0 010 WO 010 0j 0 00 0,0 00000 0 C.Y. C.Y S.F C.YC. F L. F. L.F' L.F L.F L. L.F. L. L.F L.F L.F 1, � � L ► l L �' 11 � !ONLYIONLY!ONLY t�. � N 1. N LL IN � L ONLY " FF. _ I YYl y Y Y, YY Y!YY!YY\ YYY Y -- +--- NO ES 4 i Oi # PAYMEW - SgE 8 SP -CIAI- CATQ4 N �0 •,\ V �4 V'r h /.� ! / TYPE -5DOAIJ- �.• q��,O�q�Vw '� a► �?�� /4v SHEET 5 44 .40. N N N N L' L' L t F. F. C .Y Otll`( Y I Y Yyl -24 Iwo �w�0' / �, V4 to �- t/ 4 Q• V ; �,� �% '�► 44e-, '�, '�, '�► , '. Q` /` I` I` V C, C� V V �Q` C� v v t�`c�' c't�' t► c 0 0�0 010 WO 010 0j 0 00 0,0 00000 0 C.Y. C.Y S.F C.YC. F L. F. L.F' L.F L.F L. L.F. L. L.F L.F L.F 1, � � L ► l L �' 11 � !ONLYIONLY!ONLY t�. � N 1. N LL IN � L ONLY " FF. _ I YYl y Y Y, YY Y!YY!YY\ YYY Y -- +--- NO ES 4 i Oi # PAYMEW - SgE 8 SP -CIAI- CATQ4 N �0 •,\ V �4 V'r h /.� ! / TYPE -5DOAIJ- �.• q��,O�q�Vw '� a► �?�� /4v SHEET 5 44 .40. N N N N L' L' L t F. F. C .Y Otll`( Y I Y Yyl -24 -95 3 -46 -_ - 1 1 -1 + .- - t 17-5 DELI` ED 5 RUCT RE OTE 17-5 , ON -- EET 17 - -- - + 23 3 +4,6 - +1 17A 5A CONS RUC C, . T'( I @ Z3'R . $ C NECT To C.B. @ 23'iLT. 83+70 -26 _So _. t + 1 + _ -1 _ _ 17-6 DELE ED S RUr_ URE OTE 1 -6 ON S _ ET 17 ++40 +330 , +50 _ --� t + + _ 17A- DSON - RUCT{C. B. - - - YPE S 23 LT t 0 CONN T TO C.S. @ 26'.LT. 84+ZO . -54 + _ - -� _ t -. - - 4 +_. I I7-8 DELE E� TR11C URE NOTE 1-7 ON EET 17 _- +154 +260 + 8 + +II IIIA-5ACONS UCT .B.T PEIL 54"41 WSOID M AL LOCkING LID Q 28'LT. 84+20, INSTALL F.R.O.P. CONTROL DEVICE 4 5TUB •48 LIN.FT•-18"O -35 -30 -1D -10 -I6 - -_._�_ -j 1Z-9 I DELETED S RUCT RE TE 1 -9 ON SI�EE 17 CI.ILv. PIPE i0 APPR�C. 55 lT. 83+8o To DAY- LIGHT) { 35 +30 +I o + Ib �+ 16 +1 _ 1'7A 9 CONS RLICT' C.Q. TYPF_ a-46 �� OLIO TAB, COVER e S4'RT 84 +09 1 CONNECT TO C.B. @ 37'RT 84+05 57?Jk3 Io UN.Fr-12''� CULY TO W. � 1-1-11 RE ED 5 RUCT E N E Il 11, 0 SHE Cµ , 5 V. To E (THE DITCH) 17 (THEDIT *STUB IDLIN T-f8' C!!L . 1+445 4 i s 70 -_ -- +- 411 b 1A-11 C0N5 RUCT I J I t7 1„! , FT - 54"0 STEEL CULV. PIPE (f=ROM 28' 1-T. 84 +2d To Z3`ZT. 85+ 30) > CONNECT - T22 -�- -3 - 4G - 17-12 Dr=LE Q FD T URF- 0TF_ 1 7-1 Z ON SIf ET I'1 +3 +1 4 I E 11a-1 _Uc - 'e- + 1 t I?A-12 ' CONS KUCT. C. B. _ PE f 'IZT, 4 CONNECT TO C. 8, 6? Z3'LT, 85 t 30 -82 - 120 � I 17-13 DELETED R_u TURE NOT 1-7-13 ON HEET 17 13 +810 +I20. _ 11A__ CONS RUCT; C. B. PE -54" e 2 'l.T. S +30 4 CONNECT To C. B. a 231T. 86+50 _ -22 +. -� TRC RE OTE 17-14 ON REET 17 _-_.-- +127 +g7? +12o +1 17A-1401 CONSTRUCT C.B. YPE -,48 S 23TT. 8 +50 t CONNECT To C.B. Q 3VL7- 87+70 - 83 ' -_-; t �-- -� _ I7-15 DALE CD 5 RUC UR>t flTE 1 -I5, ON SFf ET 17 +Z +1 +4 +I _. _ I 17A45 ' CONS EUCT SPEC AL CL IZI3 INJET W THRo Grl-F cuPB INLET FRAME GO Z3'KT. 86+50, 4. CONNECT 70 C.13. (W I S'ZT 86+50 +2$ +188 +21 +41 +1 17a-15 CONS RUCT C,13. YPE Z w 50 1D METAL covu, @ 1 S'RT, 86+50 4 CONNECT TO C,13. 4 23' LT aG.+sa + 43 +6; + 100 IZA-15C Oohs >ZUCT 100 IN. FT. 12" CULV, PIPE C ROM 18'RT. 86+So TO 18'RT S'7-+50) CONNECT -55 i-323 -120 TT -T I L -1 I7-16 17-17 DELETED AEL TiZUC 1:D TRu uRE "pc NOTE NOTE 1-7-16,, ON 7-1 dN HEE 17 HEFT 17 + 421 '+ 2541, +( SHEET 19 A 18A-IA ISA-13 ISA-IC 87+50 RT. 87+$0 81+70 +4 +I +25 IBA -ID 87+10 To 88 +43 t62 +5(02 +6 I6-2 88+43 TO 89+62 -50 18A-2A 88+43 RT. +2 18A-Z6 88+43 To 89+88 �•F27 +1.29 fSA-zC 88+88 ro89+62 +3� 18-3 89+35 To 89+67. - 29 -4 16-4 89+6z To 91t oo -GS 18A-4A 891-rt TO 90+45 '+39 l8A-413 90+45 To 91+00 +2?. 18A- 4C 18-6 18A-6A 91+00 RT. 91 +0 0 (,x) 91+0o +4 4-_- +) - 18 -7 91 + 00 _ -3 18_8 91+2.0 1a 92+2.0 -332 -Q65 18A-ear 91+20 TO 92+2a +ago +1075 - --- -rt -3 +2 +1 +I +I +I W T RO GI' C R�ET FRAME _}. 4-1 _1 T -I +I i +3 +4 +IIIIA-17A CANS RUCT SpE I'AL N.- Z611. +75 *CONNECT . _--- -.-- - I 10- 0 0 NET MANTITIE CNA GE HEM me rolm ME �... +-- - 18-1 LELFE"EM 5 RUC RE WE 18 I ON SUET 18 -- - - _ 18A-1A CONS RUCT C.E5. 17?E. Z w/ OLID META CAYEK IS 18'K7, - - -- _ 18A-I B CONS R>JCT SP AL C RB IN ET @ ZVKT 87t 5o 4 CONNECT To C.13. c� 16'RT. 8�+50 18A-IC i CONS RUCT C. B. 7 YPE 48`� @ 3�LT $ +70 * CONNECT - - IaA-ID CONS rpuCT 94 I N. FT- IZly CvZYE T f I FS CKOM C.B.@33'LT. 87+70 To C.5•@27'KT. 88+43)4 CONNECT 18-2 DELETED TEUC UFF- NOT )8-t I ON SHEET 16 _ i8A-2A I COHS KUCT SPEC L C. IN LET@ 23JU. *CONNECTTO C.8. a 27'RT. 88+43 -_- _- 18A-2B CONS KUCT C.a. YPE I SD ID M TAI- CWEr, e 27'RT 88}43 *. CoWNW-T To C.S. a 33`KT. 88+88 il8A-2c COWSTtuCT C. B. TYPE T Q 33'RL 8+81a 4 CDNNr_CT TO C. B. 3 33'RT. 8`l4-6Z 18-3 DELE ED 5 RUCTU E NOTE 18-3, 0 SHEET 18 CALL S_ 18-4 DELE ED S -RUCT 3RE N 7TE 18 � 4 SHE 18 -� i8A-4A CONS 'RUCT C.B. YPE I ca 3$'RT. $ + 2 CONNECT To C.S.Z 2-1'9T. 90t4S 15A-4131 CONs RUC C.B, PE Iw SOD MET L COVE t 27'RT.90++5 tCONNK.T To ' 16A-4C CONs Ruc C.B. YPE W5011 MEM CavER 27'Rr•*CNNECTT0IN>.ETe KING COUNTY DEPT OF PUBLIC WORKS I$-6 DELETED s cTll ENO -6 oIy s EE I DONALD J. LA BELLE , D I R E C T O R I$A-6A CONS DUCT SPEC AL C B INL T ' T. 41 t oo 4 CON NECT PETR OV I TS KY ROAD - PHASE 31 I8 AEL ED -mb URE TI~ I --, SHE 18 120th AVE. SE. TO 140th AVE. SE. 18-8 DELE. ED 5 Z'UCT FIE N TE I -8 0 SHEE 18 SURVEY No 29-_23--5-_.1$ COUNTY ROAD PROJECT N� TOM I8A-8A CogS UCT C B.T` P 11-5.4" 0 14/60ID MET L LOCKI G LID sZ7`RT 91+20, 15T)J8 SHI~ E3.4A__ of -44.-- SHEETS 28 Jr1N FT-!8'' CULY• PIPE TO S 4C P1'Rox 9T.91+00) 1ZDck_ SPALl. FOIL OUTFL Pw su PE P24 FCTIO , INST,4 L FR.o. . COFIT2AL DEYKE 4 CdNNECr y f NET MP%NLmq CHA E To C.�, @ 2$1;T �2 Za MAINTENANCE DIVISION No. __-A ISTEF 1/87 DRAINAGE REVISION ADD)T1 ONAL SHEET 30A) 8.14. P , . o . • J �{a : DATE REVISION a. IS J. FF a A �_ � ti�i. ■*�. u. R-438156 04 " 88 CC-1 UC T U RE N 0 T E• 1 7 A NOTE w � ��o . ;pv ,.� ;�O �� AZ 4< z THE FIRST NUMWR OF CODE DESIGNATION N �D 0 THE SHEET NUMBER OF THE REFERS 7 T Q nj % CONTRACT PLANS. THE SECOND NUMBER (V 0 cq Nt > '4'0 CONSTRUCTION FEATURE qt" 4,14'. REFERS TO THE �O Sa X 4 FOUND ON THE PARTICULAR SHEET. f C002 0 Izz" PAYMENT —,Sr=E SPECIAL. CATCLJ 05ASIly STRUCTURE EXCAVATION '14 f %,"W A..,4, \ `�" v N� Zi� —40. q Q V X N W. TYPE n Prig L_ st%, 441 ON HEED 5 OF 44 QUANTITIES FOR ESTIMATING . %, bl Co (4 , j , PURPOSES ONLY, NOT FOR w fit* , ti P P - 4(( PAYMENT. 04 11 A,�� '..e I vw 4-1, v Qe Q �_x P, - (SEE SPECIAL PROVISIONS) 49 �_;c , c z% I k \j IN � cC64 Alan of ,Re CQ;70 Wv j r 44 No 160 4U61,07 AZ V w �1 �'• o,� jl�4 lx�" (j Q~ /Q I T 1 10 0 0 0 0 0 00 0,011 0 0 CODE T, 0 0 0 0 0 0 CALL 48 HOURS STA 7'10N �L. L L N N N N N 10 N N N N N N N N N N N N 14 L L '(; - Y. ONLY L L L L L F. DESIG C.Y. c.y1s. F C. N F F L. F L. F L. FIF L. F L.F'L.F L.F L.F!L.F L I- L ONLY WOW L L L L L L L L L _y Y Y Y_ y Y, I y y _y_Ay y y y 'y BEFORE YOU DIG SHEET 119 1 -800-424-5555 19-1 - 92- + 20 W 3 4 G 19-1 CON TRUCT CB TY E I 23` A qD CONWECT TO G5 AT 23 RT., STA - 92 + 20. 2 92-+20 TO 93-t75 TRU�T Ty �4 11 F 23'RT. 9 Z+ ZO 4 CONNECT TO C.S. 23'RT. 93+75 CON PIA,Wl THROUGH CURB INLET FRAME C E tF_Mo\-F_ EXISTING L3" PIA- C-M-P. TO S - 3 93 4 2aj I S"RT- 4- —1 A� 3 R E M V EXI. TIN C.O., 4 G - 3 T Y IS r 23'RT 93 +75 AN P CONNECT TO CE3 e ?_3' gT 'STA - 1�5+26- 4 c)3.t- 75 -ro 9.5+28 153 4 WN RUCT Ir I 'r , STA. qj5+ 20 6 95-f 28 (X) 10.0 3 46 5 CZW�KVC;T 00 T�jf`a 1 '23 LT AW17 CONKIECT TO 05 0 20' K - RT 5 " R7. STA - r-J 7 + 50 - ro 95 + 28 TO c)-74 50 2,22 6 CON.- TRUCT C,6 TY?-= 1, �3' TA 95+2B AND CONNECT TO CB Q Z TO ?_8'RT 95+ 10) 7 95+53 To q5+90 REWOVE EXI ING I2'*VIA- CONC. CULV. (FROM 50"RT. 95*53 T A, 7 8 97+50 6Y) 2-4 3 4& 8� CON&TRVGT 05 "PEI CONNECT TO G�3 @ Z-5'RT. STA - 9 -1- 50. 9 13 7 + 50 T-0 -313+ CO 4-13& - ----- - -�7_ GON�TRU&♦T_ C14,TfP� 1 :2-31 Rt STA197+ 57D AND CONNECT To Co G Z3/ RT. STA 99 +00. 'SHEET 20 20-1 9849:3 TO 99+00 -30, 2_6h5 3 10 4� CONTRLkT C16TI tj_2,�'LT-t-TAI +93 AND CONNECT TO 0[3.2_�3'RT 90+00. WNST. 10 LF. 8"PIA. CULV. PIPE TO NToX) WNNECTT6 Exis-rING 8"01A. C. -P. REMOVE 10 L.F. EXISTINEXISTING8" PIA- C-M-P- 4- 2 139r+oo + 2 ;_ CON Sr_RVGT CB;. Tf F E- 1, �23 RT-9 +00, 4 CONNECT 3. 99*62,, 23.5'LT. 3 A13ANPON tXIS '. STORM N - H, eIV&STt.99+62, PLUG * ABANDON EXIST 18"0 C. M-P To SW., REMOVE 30 L.F. -EXIST. 18 (jkFPK.1 FK01 i 14.5'RT. 911+43 to 4 I'IT. 9 9 + 29 CON RIOCT Q$ 707� D.,54"RIA - W1 LIPMETAL L0GKI`NGL1P@ Z8-5L-TSTA'3'3t7!5. STUB 102 L,Y=- 10"PIA. SCq.'*A CULV- 4 99476 TO 100+75 ��12005 6 10 1 top- 100 + 41 PI rl� To +2'KT'STA -, 39 I SPALL. FOR OUTFLOW SLOPE PROTECTION, INSTALL r-. K. o. P. CONTROJ- - - pig- TV OP FILL SWP9 ?_OC4� T TO C. B. @ 2.3"M 10 0 + 75 fl 5 100+-T5 (X) -n-5 NO-51 .3 1 (10 5 jC0NStRL)CT CA� T'Y?r= I Ia �5 'KT. ANDN NF_CT To CB 21 U - STA. 100 +-7 6 DEVICE' CONNECT (0 100+75 TO 10 2+40 1 1165 fi -- + - CON TRUGT CB TYPE 11152- W1 THROUGH URB INLET FRAME ,,Z'5'LT STA 100+759 CONNECT TO C13 23'LT 0 STA - 102;44. 7 102+40 W S /0 CONS F?UCT 08 TYPE PE E -6 �5'� LT A N I? Co J N EC T TO CB(? 2- 31 LT STA 10 2 +4 0 - CONNECT W/ (p DRAIN PIPE re - E Cs F-1E WA 8 10244D TO IM-f-50 S�GON UCT CB'TYPE LT STA .102+4D * CONNECT TO CO � ga'LT STA - 103,+ 570. DETAILS ON Sli - 7 OF 4 9 102 +55 TO 1031.50 sc) 9 REm •v 76- L. F Of BI ST-1 NG 18 " (D (-IULV- (FROM ?.,V KT. I OZ-t 55 70 24! RT. 10 3 +30) . ........ ... . 10 103-f 50 W -3 46 10 f, 6-0 -G�t bf�`Typq I 2-3'LT AND CONNECT TO GB@ 2-3'RT. STA. 103+50. I --- — - - - ._'. I O3 + 5D To 10& t 00 150 11 1 CON RUOT CI�3 TW� 1, 23'ST ST-A. 03+5D AND CONNECT To GB 6 2c3'KT STA ICY0 00. + SHEET 21 = 140"L4 AVE.,a e G)P,. t - _ _ _ } _ _ - _ _ - _ 21- 1 103 -t 91) To Los++L- • N RUOT HS L.f.; G UNIPERPRAIN FIpE(FP,.z4!RT.5TA. jo3*90 TO 27.5'RT. 5TA.105+00)AN0 TEE INTO 12"6 CUL_'V-PIPEe24'RT 2 105 4 46 TD 10(o+00 55 2 NSTI UCT CE3,TypI,37.6'LT STA 105+45 CONNECT TO COLF2_91 LT STA. 1OIL{ 00- r3TA I C)5+90. I 0(a -F 00 (X) 3 50 1 ♦ 3 ONSRUTC7YPql,2.,9'LT,AND CONNECT TC)CBLD2.9'RT. STA IO(0+00- pp + 1 4 10(0+00 TO 10'7400 -6rg -Aftf I L-)o 4 N (T r T AU Oil MI N r-DEVICE, 29'R-r, STA-106*00 NNE 0 + ONTROL T - - I-,-.-- 5 107+00 5 N RU��T 01$ T"l' E I w/o L PO LUTION QOhIfJOL PE 0 VICE(R37,5'RT 4 CONNECT. & 107+77 6 ADJ ST EXISTING B TO GRA E 14 RT STA 107+77 A 1W5TALL'50L1Q METAL COVER Fog CATCH BASIN- 7 10747-1 �q 71 CON $Tf3U T C, B TYPE 1 54. 7 r Rl' STA- 10'7 * 90 4 CONNECT 70 EXIST C. B.e 42'RT. 107+ 77 UN - Ea 54-67 "KT 107+90 CPEIKOVITSK�( RD.) �=29IL-r.2+5Z.o5"lt(14.OTAAVF-.SF-.) I -T -75-03'k7T 100+5,3 (PETF'o.), To I+ -�FE I Z91 f�'T ST� 2- !F� COWNF-C"T TO C13 c@ R G TA,I-+ 07 G? 5 2+ 11.8c 7 +H-S -i2 —4- 8 GON-STRUCT. CB T T IN It G0NNECrMWL;40'u.1+!A.1 9 14 S-1*rO 1+ 6 cj'* 49.3 9 '�GDNSTRUG C�5 FE146" 10 ETALcmege3g'RT,.;� Ito 7v 2,9"KT 9_+11-0,13`6140TH AVES& t to 1 +!59 10 1c0w-';7RuGTcBTYP_=r@40'Rj AN CONNECT. Ico IV 4 Co N STRUT IS L. F. - 6'10 IJ N DERDRAI N PI PE TO I I JOB 4 75 TO 109 7-3 8 19,91 11 N" RUCT CURB I LET TYP�_ IV- W/5011D METAL COVER 5019T 108 +75 -73 WAPPROX'. 0.6 :4R'K*. 109-t % OPE (SEE DETAILS ON SHEET 4 OF 44) 4, CONNECT -is To 341'RT 1+87 ILS 12 108 +75 To 1+ 07 CoNTRUGT Lf'• G"OUNPERP AIN FIFE (FK.50'RT. i08+ WIAPPROX. 0.5% SLOPF- (SEE DETAI 014 6 551 SHE r 4 OF-94 c 4 cokt4F_ij + V-91MIL 02N H - 4 cE&4 SHEET 22 r)F PULIIL��- D E P T WOR K 22 ON IN T P, 43'LT ill-tOO &54E U N T Y 22-1 tij.+ov(x) 4 -1 CONS 4-C,13 213 K &t -INRYTO EXI N - CA3. �'ql ltg-404600NW, 0 2cJ LT .6TA. I I (P-+72-4. DONALD J - LABELLE% DiRk.(T OR :2 116+&(? TO "&+1'2.4 2 T 4- + 3 115+60 TO 116+21 (GO 0 3 DEMO V r_ FW C.& 2111115+60 4 IZE11OVE 161 L.F. JrOCUMTO EAST t PETROV I TS KY R OA D — PH ASE U REM 12 "0 CULN. OM W�) 120th AVE. SE. TO 140 th AVE. S E + -4- 29-23-5-15 COUNTY ROAD PROJECT No 70.01flZ 4 11G+Z1 TO 11(1+82 z s 4. F-mo E Exj1sT cae zitm Ilrv�211)*"qvs 61 L.F:. EXIST. 12"OCI&MOE. SHEET 23 31 j�_ -4+ SHEETS ------- ----- + + C'5. IN PE 1 5 24 9� WeCT TO C,0ea)'LT 11-7444). -7 2.4 -rc, 11 -7 + 4. 0 23-14,1CON 2_c3jLT,C TA - I I (p 4 23- 1 11414 5 &7 + + + GIN >zCEpr Ex le- _.NWIL a MAINFI!NANCE mviSiON No. - 4- -2 TO 11-1440 217 IREMC-VE EXI ST. G(3- 21'LT 116rt52 e-- RE E 59 L. F. Ex IST. 12 ,,a5 12 10 1 165 1893 51-50 93 31 10 24% 102 100 1 3 19 1 Z 2 0 CULV. - PIPE at. LOWS HAF _,,m 'A' iN,Nit u UAT E R-438157 304-88DD ,urFcH Posiot TM 00 co 0 W I? U C U R E 40 THE FIRST NLAWR OF CODE DESIGNATION / �• i► ,� %h �� v REFERSTo THE SHEET NL MS ER OF THE O -Q. Q CONTRACT PLANS. THE SECOND NUMBER ^^ -- �� O `�,, _�'/ / O•�� Al TO THE CONSTRUCTION FEATURE �� / `V Q�% -� �� , VOd FO(AVD ON THE PARTICULAR SHEET. sp o �' Q Q <v v , Q� ,4 i / �i✓k I STRUCTURE EXCAVATION��% n� QUANTITIES FOR ESTIMATING ��`` PURPOSES ONLY NOT FOR��1� ,'�• V ; J' �' u� Q� Q ! ��' •, I .`��a'�'til Q� ti ~ ' , PAYMENT. (SEE SPECIAL PROVISIONS) �� CODE STA TION DESIG. SHE-1 - 19 A -- 11-1_ g2+2bCx1 19 -2 92+20 TO 93+75 19A-2F1 92+20 RT• 19A-2B 92 }20 RT. 19A-2C 42+2o TO 93t75 19-S 95t2$(,x) 19 A -SA 96+60 00 19A-58 19-6 9(+6o TO 99+00 9S+ 28 TO 9 7+50 19A-6A 95+28 TO 96 +60 19-8 91+5o 00 19-9 91+50 To 99 too 19A-9A 96+GO KT, SHEET 20 A — 20-I 98t93 10 99+00 20A-IA q8+93 To 91+00V) 20-2 99 + 00 2aA-2A 94+00 RT. 2oA-2g 9Q+00 W-4 99+75To Ioo+75 20A-0 99+75 TO 100+ 1S Zo-s 100+IS ()() 2oA-SA 100t75 TO 100+ 80 20A-59 100+80 2oA-5C 100 t75 (x) 20- G 100 +15 TO 102+40 2oA- 6 A 100+7S TO 102 t 4D 20-6 102+40 Ta ID3+s0 20A-8A 102t40 To 103+50 20-10 103 t5000 2oA-10 103+50 TO 1 Ore+00 20-I I I63i-so TO 106t 00 WA-11A 103150 RT. 2oA-1113 103tso CxJ Aky /Cy v I o 0 0 0 0 00 0 0 0 0 0 0 0 0 c.Y c.Y S. F ,C.Y c. L. L L N N N N N N N N N N N N N N N N N N N L.F. L.F LT L.F L.F'L.F• L•F L.F :'L,F L.FIt L!L � L �-, L L 1r IONLY10W ONLY L L L L I- L L L L L F.FF. Y Y Y Y Y ,YY y YYY YYYYYY ! i —4- + + + t --- -t-- +- -�- 23 t ---4- : 1 + i -155 +4Ar +34 ` 1 + 10 +2 + 1 ! +4 +1 w +82i +A 19 + +155 _ - -- 4. - + -46 -1 +23 +133 +754 +14 +240 + 1 -105' 24 3 A - -85 -496 -ISO -� +2 *I,441 27J + 8 -67 t -1 �( -- .-� -1 02' 4 r 3b -205 -3 i 26 .+1I2 +2 + -690 85,-6 _ID -1 oo -�360 +1114 +10 i+ 63 +100 -1fi 2 S -3 -46 + 3 j +, +30 +250 +3- -130 -r s +2 58 + I 1 a -26 -108 -3' -46 +i94 +I70o +2s01 t) -134 +26 - 985 +Zo0 +2' 1 1+41 - -2S4 - 49 -6 0 +8 0 + 2 -31 , o +2 3 +2 +Z J � \ � t� a �� ,��,�Q• Oil / � (� ,' NO TE S .,iy `� by �O�• O,,Q t, , ` PAYMEI� S E SPACIAL CATC 13 N (r h / PE -54 DIIL 16N �V � O �• Mi �? w� �; lV � �' o� vlO� ,► `� Q NNNN00N��.L. L L L L L_ LF.F,C.Y0WL Y YYY Y`�Y Plan of Record Date 4114,1•3 Mjt, e.c. 4/41o3 .B. 0. j , I EET 19 EET 19 Al. COVER @ 29'KT. 4,CONNECT To C.8• 2 18'RT. 92+20 ------------ i 19-1 _.._- DELETED !STRU DELETED Tkllc TUBE TUR!E NOTE 19-1 ON S - 19-2 NOTE 19-2 , ON 5 +1 19A 2 CON TFWC C.f3 T`(PE -5V w/ SOLID M _ _4 19A 2 CON TRJj,I T SP C)AL uRS I LET THRD N C1UK8 INLET FRAME a 23'PT 1+ CONNECT To C•S.L� 18 Rr• 92+2a VER @ I S' RT 92+20 4 CoNMECT To C.S. e 231T 9 3 +IS ET 19 TO C.B. @ 18'RT. 96+Go ER(2 18'RT. 96+60 4 CONNECT -TO C.8, @ IS-'RT 99 00 --- - ---- _ - - -A T 1 19A-2C 14-5 GON TRU I C. E -TYPE I uwqv 1-1D M TALC DEL CON CON TEP JRUC1 tRUC j TK)J C7URF NOTE 19-5' ON 5 17A-5 19A-5 C.B. Cog. TYM P-23' i.T _Comwc TYPE W/50 ID M AL CO - 19-6 p15L TED TW1C 111ZE OTE I -6, 0 N GR T -- IqA-6 ; CON TRU T C.B -TYPE L @ 3'RT, 95{28 $ CoNµEcTTo �. IWRT 97+50 - - --- t 119-8 ' DEL TED Tn UKg DTE I -8-, ON $HIR T 19 DEL TED 13TKU TUf: NOT 19-qON HEET 19-- 190CON TF, SPE JAL,,, ums l LET le 2.3' T.4 CONNECT 70 C.& IS'RT 96+60 _ Endow : -1 +� NET C HANG I i + 20-I DELETED S R11C R!= N 20-I ON SHEET 20 2OA-IA CON TR)ICT C•S. !TYPE 'L @ 23'LT St93 I STUB 10 LI .-FT. 8"O C.M. PTO N. kCOMNECT T EXIST 8';0 C.M.P. FZOH N. taNNECT 710 C.B.L 18'RT'19+00 20-2 DELETED TKUC URE 4D TE -2, N SHE T 20 REMOVE 10LIW.FT EXIST. 8'0 C.M.P. C� 2? L7T 98+93 +. _. _. 'RT• g9t00 TC 5P: JAL CR6 INL Te 3T4 KNECT To C.B. Q 1820A-2 COJ+ + ZoA-Z8 CON Te.uc C.S TYPE I WI 0I 1b EThL VER. @ 18'KT * CONNECT 20-� D>+1 rED I:uc R� TE 2 -4 N 5 E T 20 +I +I ZVA CONS RUCT C.B.TY 1=a-5 "0 W ! LUD tv FETAL L CKING Lip, 5TUB 63 LIN,F •- 8'' k 5C ."A" QLV, PIPE TD SW• @APPROX.S8'KT.99+20 TO TOE TOE OF FILL SLOPE, ROCK SPALL FOR OLITFLOW SLOPE PPbTECTION, INSTALL F.R.O.P COMTEb 20-5 DEL TED Tr,11C llILE TE 20'i- ---T- 0 S 20 - —__ .. L +` 20A-5A CON TRUCT C,$. EE -5*' 1 W/50L D MET L. COVED a 28'RT 100+75 4 CONNECT To C•8. @ z3')ZT 100+80 120A-S8 C-N EUCT C.-S. YPE I W/TH uom wKs IN ET FRAME @ 2-3'ET 4 CONNECT _ --- - - - - ?AA -SC coUCT 5f 11 FT.-� 2" C LVEItT PIPE FcoM C.B.@ 23'�T. TO C.B. c� 28'RT. Ioo+ZS) CONNECT CALL 4FMRS 20-6 Di: TED TKU LIKE NOTE zo-6 4N SH ET 20 - _^^ 20A-6 CONS RUCT c.6.T PE I W/ TH LI01M UK-6 I LET FRAME 2 23'1.T 100 +75 CONNECT TO C.B. C 23' J-T IO2+40 �T 2D-$ D'E ED s 1fcT ICEw if 2oi8, aN HEET 20 20,tk•8 CDu UC C. T`tPE I @ 2 'LT 1 2+40 * CONNECT TO C.5 �Z3'LT.103+50-- -- , " 424-555 1 20-10 DEL Eb RUC M OTE -10�, ON SN F-T 20 204 co IzuCTC.�. PE 23'1,.103+p C TTnC.13.@29'-LT.106+00 KING FLINTY DFPT OF PU4�IC WORKS 20-11 RE N TF_ -1 I, cc)5HEE 20 DONALD J. LA BELLE , 0 1 R E C T 0 R DELTED KUC U -11q CANS RUCT SPECIAL CUR$ INLET jzvr. CONNI: T TO C.S.@I8'tzT 103+50 PETPOVITSKY ROAD-PHASE31 i - 124th AVE. SE. TO 140th AVE. SE. 12DR-113 CONSTRUCT C.B.T(PE T W 5001) tETAL VER ISAT. 40"ECT TD C.B.@ Z31.T•103+50 SURVEY No 29-23-$-1$_ COUNTY ROAD PROJECT No.TOO -1 41 0 D N QUA 71T1 CH GE v�So��: y'�� _ -- SHEE V�� OF_. '4' —SHEETS \,-6. ,^ 4�. /% RZ MAINTENANCE DIVISION No....—. 21 WeINAGE REVISION ( ADDITIONAL SHEET 31 A) &W �' ��° ° »��'� �►`�� DATE REVISION - R-4381583 0.4 ' 80 D D `I __ T— oo m R U C TURE 6 NO 'rHE FIRs7- NUWWR OF CODE DES/GNAT/ON v REFERS TO THE SHEET NthWBFR OF THE /.. �v /50 10* % CONTRACT PLANS. THE SECOND NUMBER /Illf 'A 'ry g 0 ICY 'U/ REFERS TO THE CONSTRUCTION FEATURE jr '441 N( Od ft�Q /I p 4 4 -v F01AVD ON THE PARTICULAR SHEEr. y4/ - / q, / �'0 i%% 14-00 vil VIC 49F %NW %j �V! C� "? 4% *STRUCTURE EXCAVATION IV " q "Q' SKI QUANTITIES FOR 4tZ ESTIMATING S Q Q, / (� V �i Q �'! Q V� �.�•� Q. /� .� PURPOSES ONLY, NOT FOR N 4- PAYMENT, z (SEE SPECIAL v 4 %4 I�• �Q�/ •� ��T C �� % ��Q� V/ / PROVISIONS) V'/ 4411 -4411.4 1lb A o /A /�'� �? ,, m to dir lit A*V IL 62 !0 010 0 0 00 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N CODE STA r/ON N wN N 4 1 *1 L L L L.F'L-F LF L �L L L L L L;L I- ONLY ONLY ONLY L L L L L L L ONLY, L L -Y L. F. LF LT L.F L. F Y. DES/G. CA.C-YIS-F�C C wF- F. F. F L. F ;y y Y4 y y I'( y y Y. y yi!y y y y Y y y y + SHEET 21 A t ----- 2H 103+90tt) TO 105+00 -11 -10 -115 2IA-1k 103+50 TO 105+OD + +14— +165 + -4- ZIA-2A 105+AG TO 106+00 117 +-�95 ZI -3 106+00 C)o 34 -58 + 21A-3h 106+00 Cx) 4467 +360Ai +58 + NO v 10 ao IV futr v 4100 +1 21A-4A 106+0070 107+00 +515 ZI -9 107+00 T 2IA-SA 107-IrOO + + +4 +1 +1 ZI -7 107+90-13 70 1 DT+-17 -11+- -107, + +1 -t- TE S 4 P�iYm Em�f - s ESP IAL CAT Q4 BACtim • !; J� V'r h �.� / / / PE - 4v H 5 44 47/1 T N , 4FV- 0 N N L, L. y, Q L F. F. C Y ONLY y Plan of Record Date -411(pto-5 Init. e.c. H INLET a 103 +50 TO 36.5'RT 105+00)$ CONNECT CSEE PLANS ON SHEET ZQA OF 48HEET ZIA LJ4 ZI-d DEL E-TED,5'rRUC TJZE NDTE ZI 4, 0 SHFF-d 21 ZIA- CONSTIZlic PE, 'L(E 37.5 6 4 CONNECT TO C.B.'�P 29'L7 106*00 + ---_2A - C. 5. 121-1 PEL4TED 5TKUC-1'UF.E NOTE 2 1-3 >N $14 IET 21 12104 CON IJCT 1C. B - T(PE IL - 48 S 294a, 4 N Er-T TO C 5 e 29'PT. 106+0 0- T I I 21-4 DEL4TED S IzulCT4RE N TF- 21 41 ON SHOE 2-1 2IA-0 C-0N4TFuc C.S. I kWI IL- Pol).UTIOO CONT ML DEVICE eZ'5')ZT 106+00 � coµNecj 7D C.B. Q 37.5'XT. 107 + 00 21-5 DE0 7EV S 9.11CTOKME N TFE ZI-5, O514EET ZI -4- ZIA-SA CON' MK)JC C.B.T(PEI OIL POLLUTIOM C0911PLOL DEVICE a 3-7-61T 107+00 t CDAINEcr + 21-1 DF-0 7E!D 155 lZIICT09E NOTE ZI -1, Cm SHAd Z-1 2IA7AIJ CoNgKiir-T r-.a,+fPff le,54-6-VC1,10-7+qC 4 CONNV-T TO EXIST. C.B. -S4trT, 107+-?7 NOTE EQ. 54.67 10-7t90 (.PETROVI TSkY KD-) + 2. 05"W C 140 T-11 AVE., S E-) 4, I 1-T Z t a" META!OWIITIES CH T + HBO �m ■■ ■■ ION Ion ■■ ME ME 0 1101 IME MEN ommo ESE 1101 1101 momm�= m momm�= 0 Fl=- -, MEN momm�mmm 1 01101 1MM mom� mmrm BOOM moommommoomma MEN MEMO mmmmm -OEM imms smommommmmmmmom m UNION NOME MEMMENEMEMINIMEME1 on MINES 0 ME ■ MEN MEMNSIONIMMINIMEEMS ■ MONO IMEMINSIMMEMINIMMINIs mm mossmimmimmomm m NEE mommommmommmo I DELETED 51,K)KTOKE NOTE 21-11 , ON EET 121 tzli�-I CONSTUCT 165 L N,FT,- 6"0 UNDE p IN P1Pd LF EET ZZ 00 CONNECT TO E915T. INLET e 43'Ll. 111+00 (SEE C0A$TRLiCT10k1 DETAIL ON SHEET 4 0FA-+ -4 -4 21 t CONNECT TO C,S, (S 32'RT 1+94* T 21 4COKINECT TO C.S. 8 27RT 1+60* 7D C.R.LO 40'rzT 1+60 *21 CONNECT .. _ . ._._._._._I 21 'CALL 4 -5- 108+15 TO 40'gX 1+6o-0) W1,4?PRq)(. 0-53% SLOPE (GIFE nerginr vni I no I -zo +ZO 22-1 -IA DEL 41ED, '5711 TURE. CON True Cu INLET NOT 22.-l') ON 5 ISO FKT- 111 0 -- + -- -4- ZI-8 j2iA-8A DEL ED TRUCURE NOTE 41-8 ON SHEET CON PUCI C, 13- -TYPE 1. (2 3'RT 2 4 11,89 21-9 DEL ED STRIICTURE JOTE $1415- -1A I COMOrRucT C,5. TYPE 4-49"010 32'ItT. I+ ZA-981 CON*R)1C-T C.B.CONNECT -.5. TYPE -48"461(! 146p 21-10 DEL. FED STRUC-UKE OTF- 1-10.) ON 5*ET 121A-10A COOTIRK11C C.B. C.&TYPE e4C�IFT-1+60 --- VFL4TED RUCIDKE +TE I-I2'246H*T 21A-124 COW,TRUC 5513M. Fr. A 611 NDEKE RAIN -P1PE(F1Z,50'FT- DE T k I L"s N SHEET I 4 or- 4+) 4 hl--DNNE T NET GLUANTITIES CH NGIE KING C }UNTY DEPT OF PUBLIC WORKS DONALD J. LABELLE , DIRE( TOR PETR OV I TS KY ROAD - PHASE 31 120th AVE. SE. TO 140th AVE. SE. SURVEY No COUNTY ROAD PROJECT No S"FF BIB Ov 44—SHEET5 AS MAINTENANCE DIVISION No—'-.4- 15/84 DRAINAGE REVISION (ADDITIONAL SHEET 32A) E� W. 2/9817 DRAM" REVISION (ADDITIONAL SWEET 3ZA) S.W. DATE REVISION 60'1-S�J4' HA- R-438159104--88EE-1 TM W Co 0 w SECw 283 T 23 N., R.5 E., W.M. 76 P E T R T ftft�w V f S K Y ROAD - 77 `18 1Z9 1130 81 X�r R/W LINE TOE OF PROPOSED EMUNKMENT-a r� i I t � I l 1 N;E R.E.MOWF- ANb ptSposr`. Or- ALL UNsU 1TA.13L.p. MAi'5JZ1aL. 1 t-4 744S P.12 p.. TL 44S IS Ta V5r-- C-0 p LjE_�-rv_j_y vzvt0v q:-:v 114-e. ptojt;(---T a . ,aPp;20xtMA� mac.-y 350-L+aD C c� tsl G �-1�4t�7� O � M a"� �.1i�-L vJ l �-t~. t� 1✓ �1vlcur,r.�• �`iG#�s1�1b �L� b1STvR�� A,fZK Ass. --384 i ` 3B5 I.E. 381.39 F-XIST. 18`0 Cul_V. - � 7L B7 REMOVE; —� -- - - - _--- ��LE.381.OJ I.E.38i.3Q Pg••s _ P. I. E.381.0 NOTF : SURVEYED ON IL//7/fSi 3gg\ WATER ELEV. (4PPROX.) 383.1 j <F \38S \ 3 Plan of Record Date 4111-/0!1 Init. E.c. �ll�bjo3 s.w- DiETEFICH POST OF WASHINGTON DATE I REVISION --i. `2 R-438160 04 - E18E 01 ul 0 ■ 0 LL 3: xx U, o Z.( d > z 0 Ld u z 0 IL 0 C) z 2 ..... ...... ......... ......... .. . , .......... ... ....... . .. ................. ............. .. ........... PLANT IDENTIFICATION. BoTANiCAL NAME:-- --1 "7 OUANTITY PYRUS C-ALLEPYANA 1 6PAC)P70QC) 0 P�9,ADPOP0 FL_0V\/F_Q1NG P�i-\P CAL,/ 12`- 14HT/ P-5,R, WMAX-HT/ e>RANCH � G'--71 r_0 M M 0 1\4 N A\ MC CA L I P E (Z HEIGHT—\ CON DI-FION REMARKS OR ADDITIONAL- RUQU(QEMENTG 20, ................ .. . ........ .. ......... . �7 .. .......... ... ............. .. . .. ....... .... . . .. ... .. ... .. V"oUW; Al� 4 J k . .. . ............ ...... ....... .. ........... ...... .. .. 4 . ...... .. .. .. . . . ......... .. .. ... Plan of Record In it. - 0- c. .. ...... .. .... ... xiKK KING COUNTY DEPT. OF PUBLIC WORKS . ........... .. ........ ........... .. .................... ... .. DOWA4.0 J- L4kBRLLr= PIRECTOR JR g M. ti . ........... L_� . .. .. ...... .... At-•- PETROVIT5KY ROAD PHASE U . ......... 'g 81 ...... .... ... .... ...... .. .. . . . ........ ......... .. .. 4':)r 4 A V P- - r-. TO 1 *3 IL AV E. . .. ......... .. .. .. .. Ajrlli. gw f V. SURVEY No.29-23 COUNTY ROAD PROJECT No.71001 'L ..... .. .... ... .. .. . .. .......................... ........... ... . . . . ................. . .................. .. .. ........... ... ......... ....... ................ ... . . ..... ........ .................. SHEET-- 2>3 OF 44 SHEETS �i. x .... ... . J . . ..... ...... .................. .... . ... .............. .. .... .............. . ....... ...... ..... . .. .. .. .. .. ...... . ...... . . ................... .. .. . ... HOR INCH 20 FT VE INCH S C A L E IFT ..... .. ...... .. .. : , �., MAINTENANCE DIVISION No._4 LAN05CAPE PL*J;� A P P R 0 V ED R y --C- �Uib J. DATE REVIFION BY M AV* COU41T ROAD (NOINFIEN — R-43816-14-88 F F "r- 00 Co 6 • LL O 0 Z u C.2 P- ". o Z ( w > z an IL -a of z 0 < 0, j i- 0 z z % vn, ij j. i I I, 11 2 n e ..... . ... . ............................ ....... ............................ ........... ....... ... . • ...................... ......... .. —_0 r"ZI . .. ............ ........ .... ............ A . . ................................. ... . ... ........ . ... .. ........... .... ....................... ........... ................... ... ........ . . .... ............... ............................................... .... 0000" ................. q.� ... .... ... .... ..... ....... - p . .................... ............ �222• .. ... ... .. ... .. :7:mx 17j] • ........................... .................. ................. ..... ....... .. ... ........ .. . ... ................ ....... A ........ ... . . ......... .... .. ..... ... .. ......... .. .. ... ... .. .. .......... .... ......... . .. ....... ........ ..... ................... ................. ........................... .... ........ .. .......... . .. ...... ......... ............................................ ... . .... .... . -- --- ------ .. . . .. .. ... .. ... .. ............ ......... .. ...... . .. ......... .. .. . . . . . ..... .. .. ... ... .. .. . ......................................... ....... C F. .. ....... .. .. ... ... .. .. .. .. . . Plan of Record Date --+-/ / —6/0 a - Init. 67- c - — 41 lb 1,0 3 8-0. MA I NTEN A N C E 01 V I SION No -t 1 71400j/ ? V LANDSCAPC PLAN 0- APPROVED By J, 14 NIKPOAD ENGMIF0 DATE R E V I F ' 10 N 8 y IQ-AqA I PO ou4- 88 GG LL J 4 cc x U C3 oW z Wm CL 0 0 z Z� 0_ in P_ cc - O 0- a A 03 LL ci 0 x u a z 6,1 3t Z at 40 SL .0 ce Lij z 0 0 RR w(n CL 0 z . ....... . ..... .. ........... (D ...... .. ..... . .. ........... ........... . . ... ...... .. .. LANDSCAPE PLAN DATE REVIF K:)N All Pt:�n of Reco�d Date 4111olb3Init. 6_-C. 4116/03 B. L'i WKVItT LUUN I T KUAL) rxvitL i no. i vw i G. SHEET 35 OF 44 SHEETS 0 IRA ..Dg % ',CALE -OR INCH=aO FT YEN INCH- FT 4r sae MAINTENANCE DIVISION No. -A.- Its u� APPROVED fir:,5 jx 0 ENGINEER B _Y1 e OT W-W (OUNTf 9A P-AqPl PIZ o .1 u4-88 HH ■ ■ O LL 00 6J W tl L) W Wx x L3 o z > X a 0 in IL .4 OC z be o 0 a0 z z k c . . ... 1 -1 1 1. . ........... . ....... .. ........ .. ... . . . .. ... ..................................... . ......... . ..... AS .. ...... . . fi• �il Ad . ...... .... .. . ... .... ... ... T4 . .............. . ... .... . ..... . ..... ... ..... ......... ...... .. .. .. ... . ......... ..... ... ....... . .. ...... .. ..... .. .... .. ......... . ........ ..... .. . ........ .. .. .. .... ..... ........ .. ..... APP: ......... .................................. ............. .. . ........ ... ....... ... .. .......... . .............. .......... .......... ... ..... . ................ ............ .......... . ........... .... ... ... .. . ........... ia . . ...... .. 1:1., IM ....... .......... .. .. ...... . .. .... ... . .. ........ . All.. ...................... ..... . .. . .. ...... ....................... ............... .. ....... . ... .. ......... ...... ..... .... ....... ..... .. ............................ .. . . .. .. ................... .. . . .. .. ......... .. . .. . ... ............................. .. .. . . . . . ......... ..... ... .. . ................ . .......... . ...... ................. .. .. ... . ....... . .............................................. . . ......................... . ........ .... . . .. .................. .. .................. . .. .. ............... .. . .... ....... ............. . ....... .... . .... . ........... ... .. . .. ... .. . ......... . ...... .. ..... ........ ... ...... .... ..'s . .. . .......... ......... ...... . . ...... ....... ...................... . ...... .... ................ . ........... ..... . . . .. .. ................. . .. .......... .......... . ................. ................... ........... ... ... ................... ......... .. . . ... .. .... .. .. .......... . . .......... . .. .. . . ... ... . ..... ... .... . .. .. .... .... ....... .. ..... .. .. .. . .. .... ........ is ... ...... Ail .......... ..... ... ....... .. ................... . ....... ....... ..... .... . ............ .. ....... ... ... .. . ............ ./a \I .. . .. ........... L \V I .. . . .. .. ...... .. ......... . ...... .. .. ...... .. .. ....... . ... ... ... .. ..... ..... PSE300TSUGA MENZ i ES!i CAU-SkYANA 'e)kAU e, t. DOOGLA'--, F C2OAnCr OM CLAMP- tf-Jt- (:>V--AiD —j I/") i i A-, i-- rL AA . .. . ....... . . ..... ...... . ... .......... . Plan of Record it Date 4/16/0-vin' 4 4H4143 phea 4.4 t. .............. .......... ................ if .. .... ... . . is a . ...... .. ...... .. ......... ..... . ......... ... ... ........ — - R-438164 4-88 11 TM 00 co 0 W W H O Y • X O lL 00 W W W � Ei y W W Y = y y f Y O Z < W d W It W = M yYj F n O � 0 J r a L < RC id Z QW W ('n IL 0 - Q z s O Y • X O U. O p u u ti y W y� = S t7 y � Y D Z < W W I r � ~ n O 2 J J H p L < cc Z OW Q •� J a �m a o i7SlEU00%SVGA ME:NZ. IES! 1 • ) 5 P006LAS Ft2/ &1-'71 HT.I ai4e. DOUGLAS t=IR� 6'- "7' HT', B� & LANDSCAPE PLAN. DATE REVIFION BY aINK ' €g' Plin ®f Re'p-&e,..j 41161e3 lqjt. _E'C. Luminaire Station Offset M. H Lum. Most. No. Voltage Arm 1 81 + 50 40' L t . 30' 200 HPS 8' 2 88+45 45' Lt. 30' 200 HPS id 3 88 +90 40 Rt. 30' 200 HPS 8' 4 89+-60 40' Rt. 3 0' 200 HPS 8' Service Locat ion Station 88+40 --Mount On Light Standard For 1_.uminaire No. 2 KING COUNTY DEPT. OF PUBLIC WORKS DOt4AL.v J. LAEeLLr- f DIRECTOR PETROVITSKY ROAD PHASED %2.0-r'4AVa- S, r--. TO SURVEY No.29-23- 5- )5 ___ COUNTY ROAD PROJECT No.Zo1.82 SHEET3-7_OF- _44 SHEETS SCALE HOR INCH=2Q FT YER INCH.- FT ��w: V, MAINTENANCE DIVISION No.:4 I r r .1GI�''TEf+�•v t it A PPROV ED •Y � LOLtI5 d•HA COUNT AD ENGINEER �� /Ggri.I 0L�\�� ou4 - 88 J J R-438166 4' 8 8 KK "r- 00 co 6 LL I I w Z W iR o Z 6a d ; Z 0 0 0 z o w 0 '1 a, {'n 0 0 Z Z ilk I All 'I, OF fg 41t Al & slu. L eEF j ..... . .... . .... . .... ..... . • % .. . . . ...... ..... ............. .... ... .. ... ... .. . ........ ............... .. .. .. .......... .. . ..... . . ..... .... .... ..... .. ..... ..... ... .. . ... ... . .. ... ... ... ... s A4rFIZ PLA hJ 0 1DES C— L P— V P L- A W F R I I .. ........ . ....... mm ra .40 ......... ..... ... ........ . to R L L 916 M U U It b 'v i t 'S BEFORE YOU DIG ar ..... ......................... . ......... ..... . ......... 1-800-424-5555 P� ;k M: ....... .. .. .. .. ... .. 4. ......... ....... . ...... ........... - ...... ..... .... ....... .......... ........ .. . ... .... ... ... . ........ . .... . .......... ........ . .. .. .. ... .. .......... .. . ....... .. .. ......... .. ............. ... . ......... . ........... ...... . . . ............... ............. .. .. . ........ .. . .... :..::. . .... .. . ....... .. .. .. ...... ...... . ......... . ........ ...... . ........ . .. ........... . . .. .. ...... . .... ........ . . ................. ....................... .. .......... .. .. . ................. .. ........ ......... .. .. . . . ......... .. ......... . tt .. ......... ......... .. .. .. ... ... .. . ............ .. .. .... . .. .. ...... .. ........... .. ......... .. . . . .. .. ............ .. .. .. .. ......... .. .. .. . . . . .................. . ........ .. .. ...... . .. ..... ........ ......... ...... .. ......... ...... .. .. .... . ........ .. .. ...... .. . .. ........ .. .. ...... ..... .. ... ..... ... ...... .. ............ ... ... .. ... ... .. .. .. .. ....... . ...... .. ........ .. . .............. ....... .... .. ... .. .. ... .. .. ... .. ......... .... ...... . ......... .... ..... . . ............... ..... ...... . .. ...... ..... . ............ .. .... ... . .. .. . ..... . .. .. ......... . ............... .. . . ............ . .... ..... ... .. . . . ......... ... .... . ......... .. .. ...... . ... . .. .. ......... . . .. ... .. .... ......... . . . ..... ... .. .. .. ................... ... ......... ... ......... ......... .. ........ ... ....... ....... ......... . . . ................... ...... . . ... ......... ......... . ................ .. .. .... . .... .... ... .. ...... .. ... .............. ... .. ........... ....... ... ... .. ... .. ... .. ........... .. .. .. ............. .. .. .. ............... .. .. ..... . ...... ... ... ... ..... .. . ..... .. ......... ..... ... ....................... .... ...... ............... .. . . ... ......... ......... . ... .......... .. ... ...... .... .. ............ . ...................... .4. ......... .. .. ... . ...... . .. ..... ...... ...... .. . ..... .. . .. ... . ........ .... ... v. . .. .... .. ..... . .. ..... 0-0 rc ... .. ..... .... .... .. WPM .................... ..... .. .. .. ... o -7 H-17 "T. �fLEVELA 1\4 P MAPLE-j 2!) - 2- 2- CAL tI 01;ZANCH e 6 1-71 LANDSCAPE PLAN ............... KING COUNTY DEPT. OF PUBLIC WORKS . }:{ ; _ D O I�l Alb �l . LA$LLE P I RECTOR Pl of R(cord PETROVIT5KY ROAD PHA5E 11 I Z 0 -T 4 AV F— $- E. TO 1 Z+-6 w— t> AVM. S. E. Date -010/10-5 Init. SURVEY No.,29-22) - 5- 15 COUNTY ROAD PROJECT No.71001 2- 4116 jo3 SHEET, -23�a—OF- k4 SHEETS SCALE NOR INCH= 20 FT VER INCH- FT v MAINTENANCE DIVISION No. 4 .0 I E 3 8 0 , 40e p A P P R 0 YE 0 5 y ENGINEER By, J t -6.614AX-4/t COUNTY 0'4D EN REVISION At. I R-438167D4 -88 L L TM W co 0 W F— ,r ELSVATION -6ECTiON PLAN 1 �fpKAL TREE PLAMlN6 W FbLOCKOUT ISO ucrra45 r-fk I!7'hf 2°'X;e,< /8' Fyn STtiiC��. 2- 15/8`I D.D. -THIN WALL- 60NAJiTeAAW- 5TEEL— WIiH 1/t(o" WALL Jj VCK iESS ! O ` I1J 1._EN6FIA W + i ►A 12 (AAJC4R WIRE AND RACK RUBBER HOSE . UULCH 11A Z0OARD ARaA Lr •w I T s c F r'L.w TCi cuC� P P LA 1-4 NOTE: s NgUF3s � C--Vly rR-TREE5 W I Li_ 9L.ANITEP OM PLANTING 'eoP�\A WATER LNG MOUND \ PPE PARED TOPSOI I. REMOVE✓ P>URLAP FROM TUp )/3 Ov: e7ALL- EVERGREEN TREE FA5T�N STAaCrr AT APPRUX. ill HElGHZ- oF TREE W l# l2 WIRE � RUL? B>`R NOSE I- 21' X2i' x S\ DOWILAS FIR STAK e. r aECURC-- IN UNPIS T UR61F—D SOIL_ 2`' &ARK MULCH E>c4L-AVATE TREE PIT" \w/ vep T-; �� L SoF-s M[N.ITI NIDER T4kAN PLARTING LANDSCAPE PLAN DATE REVISION of Recv,CALL 48 HOURS Date-fkiO3 air..._-�• BEFORE YOU DIG 41 /6 f o3 1-800-424-5555 KING CGJNTY DEPT. OF PUBLIC WORKS D O N AF r•-0 J• "5MLLr- ., DIRECTOR PETRO VI T SK{ ROAD PHAS 111 12- o -rv: AV E . S. F— TO /lkV E. 51F.. SURVEY No. Z9- - 5- f 5 COUNTY ROAD PROJECT No. o0 2 SHEET A-O OF4_SHEETS ��®� 0y�� A F r+ - NCH-'ZQ FT VER INCH-: FT 0 MAINTENANCE DIVISION No. 4 � ,I'w a 4 t•#OYED t Y E3 Y i.eUr, • , �.}Ajmf= � COUNTY PPA9 ENGINEER AKL UIETEH.CH POST OF WASHINGYON R-438168 4-88 M--M T 00 , 0 w 07 �� J �1 M SIGNAL PHASES T° A pVgNC �-� E0 oPrjcOM °�rEcr °R N � a /8 1 Sec.28.91 T,23N., R5E.,W.M. sw'se' R/W R/W SIGNAL POLE NO. 3 to be located at a-Pproximately STATION 66+41, 45 feet left. L_ ry Lell lost IL r r ADD ilillmoPl-� 1N�1�L1�fi1s0 �` psi cv� �� e�ow; J �e �eM�� ro ��o-'�t� R/W � ts�pNµ/�It- Cr1��iul�r /d _ 44 i If PEDESTRIAN POLE NO. 1 to be located at approximately STATION 66+41 , 40feet right. SIGNAL POLE NO 2 to be (LEGEND of lI W IS 13 I 3. I U} w a Q 00CN c— �2 r 2 I SE 4 SE4 R/W It PEDESTRIAN POLE NO. 2 to be located at approximately STATION 67+23, 43 feet left. ,^ RAN L 1 ! - I4 Q e!' L a' 9s,- f_ located at approximately STATION 66+66.5 40 feet right-. 12 J-11a JUNCTION BOX TYPE "2" J-11a JUNCTION BOX TYPE "1" 12" RED PORTLAND ORANGE TRAFFIC SIGNAL CONTROLLER CABINET PEDESTRIAN SIGNAL HEAD — PEDESTRIAN SIGNAL POLE. - 23 TRAFFIC SIGNAL HEAD 12" AMBER TRAFFIC SIGNAL POLE INDUCTION LOOP DETECTOR — CABLE NOTE 12" GREEN LUNAR WHITE 2 POLE NUMBER OPTICOM DETECTOR 1 DIRECTION OPTICOM DETECTOR 2 DIRECTIONS PAVEMENT ------- LOOP A LOOP LEAD IN WIRES --- UNDERGROUND CONDUIT AND WIRES SIGNAL HEADS PEDESTRIAN HEADS EXISTING POLE �� 2 2, �, 41 & 42 "S , 4 3 , 44 , 4 5 & 46, RIGHT SIDE CLAMSHELL 26, 44 & 46 LEFT SIDE CLAMSHELL 25, 43 & 4fi SIGNAL HEADS 1 S T A. 6 6 -4- 9 6.80 )? a2 42 4)��, _ w 45 j(46 SIGNAL POLE NO. 1 to be PFTR located at approximately STATION 67+29, 36 feet right. � V/ rSKyRp CONTROLLER to be located at approximately IV STATION 67+09 , 40 feet right. WIRING SCHEDULE ITEM CONDUIT CABLE 1Q 1-3" CONDUIT, 2-8c, 5-5c, 7 DETECTION LEAD IN CABLES & 5 OPTICON CABLES. 2. 1-3- CONDUIT, 1-8c, 3-5c, 5 DETECTION LEAD IN CABLES & 2 OPTICOM CABLES. 3. 1-3'" CONDUIT, 1 8c, 1-5c, 2 DETECTION LEAD IN CABLES & 2 OPTICOM CABLES. 4. 1-3" CONDUIT, 1-8c, N -5c, 2 DETECTION LEAD IN CABLES & 2 OPTICOM CABLES. 5. 1-2- CONDUIT, 1 8c, & 2 OPTICOM CABLES. 6. 1-2- CONDUIT, 1 8c, & 2 DETECTION LEAD IN CABLES 7. 1 2" CONDUIT, 1 5c & 1 OPTICOM CABLE. 3 8. 1-1'2" CONDUIT, \-5c & 2 OPTICOM CABLES. 9. 1 1 `1" CONDUIT, & 1-5c 10. 11. 1-1 Y2 CONDUIT & SERVICE WIRES. 12. 1-1'12" CONDUIT 3 NO. 10 LUMINAIRE WIRES. 13. 1-1',�" CONDUIT & 3 DETECTION LEAD IN CABLES. 14. 1-1'// " CONDUIT & 2 DETECTION LEAD IN CABLES. 15, 1-1 ' 2 " CONDUIT & 6 TWISTED PAIR. 16. 1 1'.," CONDUIT & 4 TWISTED PAIR, 17. 1 1',, " CONDUIT & 3 TWISTED PAIR. 18. 1 V., " CONDUIT & 2 TWISTED PAIR. 19. 1 SAWCUT & 2 TWISTED PAIR. 20. 1- SAWCUT & 1 TWISTED PAIR. 21 1 OPTICOM CABLE. AERIAL 4 N Al rT % 8 71 a ApVgNCEQ Op riCoM QErEc rOR CONSTRUCTION NOTES RAN 1. INSTALL TRAFFIC SIGNAL POLE NO. 1 PER DETAIL "P" WITH A 30 FOOT — Q MAST ARM, DETACHABLE LUMINARIE TOP, 10 FOOT LUMINAIRE ARM, —1* 91 LUMINAIRE SIGNAL HEADS NO. 21 & 22 WITH A TYPE "L" MOUNTING. ONE PEDESTRIAN HEAD NO. 46 WITH A CLAMSHELL MOUNTING, 1 CALL 48 HOURS PUSHBUTTON PER DETAIL C-4 AND ONE OPTICOM DETECTOR. 6. INSTALL 8 PHASE FULL ACTUATED CONTROLLER IN A TYPE "P" CABINET ON A CABINET BASE SIMILAR TO THE WASHINGTON STATE STANDARD BEFORE YOU DIG '- 2 INSDETAIL P TALL DETECTOR. INSTALL LOOP AMPLIFIERS.OT PLANS TOR. 7 sETAL BASE SHALL BE 20 24 INCHES HIGH. MASTARM, SIGNAL HEADSNO. 41 & 42AND ONE OP1-800-424-5555 3. INSTALL TRAFFIC SIGNAL POLE NO. 3 PER DETAIL "P" WITH A 35 FOOT 7. REFER TO DETAIL C-4 FOR PUSHBUTTON ATTACHMENT AND PLACEMENT. MAST ARM, DETACHABLE LUMINARIE TOP, 15 FOOT LUMINAIRE ARM, PETROVITSKY RD. S.E. & 128 AVE, S.E. LUMINAIRE SIGNAL HEADS NO. 23 & 24 WITH A TYPE "L' MOUNTING, 8. DETAILS FOR POLE BASES, DETECTOR LOOPS, ELECTRICAL SERVICE AND TWO PEDESTRIAN HEADS NO. 25 & 44 WITH A CLAMSHELL MOUNTING, 2 PEDESTRIAN SIGNAL ATTACHMENT ARE INCLUDED WITH THE SPECIAL KING COUNTY DEPT. OF PUBLIC WORKS PUSHBUTTON PER DETAIL C-4 AND ONE OPTICOM DETECTOR. PROVISIONS. DONALD J. LaBELLE, Director 4. INSTALL PEDESTRIAN SIGNAL POLE NO. 1 PER J-7a, TYPE "PS" OF THE 9. PROVIDE ALL TRAFFIC SIGNAL HEADS WITH 5 INCH BACK PLATES. WASHINGTON STATE STANDARD PLANS. INSTALL ONE PEDESTRIAN HEAD PETROVITSKY RD. PHASE 2 NO. 43 PER J-6f WITH A TYPE "C" MOUNTING AND ONE PUSHBUTTON PER 10. ALL VEHICLE AND PEDESTRIAN HEADS SHALL BE PAINTED YELLOW ALL PETROVITSKY RD. S.E. & 128 AVE. S.E. DETAIL C-4. OUTSIDE SURFACES. THE OUTSIDE OF THE VISORS AND THE FACE OF THE BACKPLATES SHALL BE FLAT BLACK. s��c•� 5. INSTALL PEDESTRIAN SIGNAL POLE NO. 2 PER J 7a, TYPE "PS" OF THE sugVEr No. 2 - '5-15 COUNTY ROAD PROJECT No. 00! 2 �,�' .�S •o; WASHINGTON STATE STANDARD PLANS. INSTALL TWO PEDESTRIAN HEADS 11 DETAILS FOR THE ADVANCE OPTICOM DETECTORS SHALL BE FOUND IN �r''°�• SHEET_ of 44 SHEETS �"O dF�h q�'�,�� NO. 26 & 45 PER J-6f WITH A TYPE "C" MOUNTING AND TWO THE SPECIAL PROVISIONS. ' , PUSHBUTTONS PER DETAIL C-4. SCALE: NOR INCH = 20 Ft. VER INCH = Ft. _ MAINTENANCE DIVISION No. 4 APPROVED BY: �J Date P,evision BY LOUIS J HAFF. C9UNTY RO ENGINEER MM Am. 4r R-438 I uu t-88 N N PETROVITSKY RD. S.E. & 128 AVENUE S.E. PETROVITSKY RD. S.E. & 128 AVENUE S.E. 0yWT� CM 0 w TERMINAL BOX YB (r GB �-r O RB WB Y ez010 00 W P�\G G o°� PN`�� Goo POD O W G Y R JUNCTION BO JmC� ]]�Ct Q [] cl CmmC �Cw mG 0t � Jt X0C' — YB ' ' GB • �RB WB- - W —G - W — G Y -- R WB § RE WB . L N 0 Q EO 020PT Zao DONT 741 R 0 3 U WALK 742 G COM 723 W 40 744 Y I N cv) d 10 725 WB I f` r• r. r. r 0 5c 020PT 5c 02 OPT -SIGNAL POLE NO. 3 Q 0 U W H W 0 04 d4DIET - 04 DET ¢2 OPT sc 3c 02OPT PEDESTRIAN POLE NO. 1 sa+ .'4 OPTICOM FROM SIGNAL POLE NO. 2 5c .'4 SIGNALS FOR SIGNAL POLE NO. 2 5c PEDESTRIAN FROM PEDESTRIAN POLE NO. 1 .'2 O COM FROM SIGNAL POLE NO. 3 5c Ts"IGNALS FROM SIGNAL POLE NO. 3 -- 8c PEDESTRIAN FROM SIGNAL POLE NO. 3 2 ADVANCED OPTICOM FROM SIGNAL POLE NO. 3 .'4 DETECTION FROM NORTHWEST CORNER .'4 DETECTION FROM NORTHWEST CORNER 2 DETECTION FROM SOUTHWEST CORNER -- - 2 DETECTION FROM SOUTHWEST CORNER NQ DETECTION FROM SOUTHWEST CORNER JUNCTION BOX J O m} • %2 OPT W Y W G R 0 R Y G w w JUNCTION BOX rzv 04 DET - 04 DI L1100u .r ,000 ■ R G W WB v UC]UUC] goo TERMINAL BOX 641 642 643 646 SPARE R G W NB -i OPT W G Y R 04 DETECTION Lu U) Lu Cuero' r l • O/ e� e� To Luminaires .o v SIGNAL POLE NO. 2 o ss� 7 I�``41 4 /�s 74 74 , 74 ,56+ 4 - `) �74 X r, a BL Y a) SERVICE WIRES FOR SIGNAL POLE N0, 1 5c PEDESTRIAN FROM SIGNAL POLE NO. 1 2 ADVANCED OPTICOM FROM PEDESTRIAN POLE NO. 1 5c 2 SIGNALS FROM SIGNAL POLE NO. 1 .'2 OPTICOM FROM SIGNAL POLE NO. 1 8c PEDESTRIAN FROM PEDESTRIAN POLE NO. 2— DETECTION FROM NORTHEAST CORNER -- DETECTION FROM NORTHEAST CORNER 70,?40 SERVICE a m JUNCTION BOX W N aacv0Nw EA M rA on M "Canalvi N w I to co c4 r con 9mmmm I 3-a}m SERVICE L 0 19 YB- GB R 741 DONT 741 RB G 742 WALK WB- COM Y W Y 744 G WIS 725 R YB GB RB WB Y w R 4� 5C PEDESTRIAN POLE NO. 2 �J 5t� W 745 Y 744 W 743 COM G 742 WALK R 741 DONT JmCI 1C�CI �L J�G �C TFRMINAL BOX R G W WB R G W Y WB 621 04 R Y G W 622 623 62s SPARE 19 WB 741 742 743 744 745 R Y G W WB J SIGNAL POLE NO. 1 'eiEE m° ADVANCED OPTICOM DETECTOR e� 5C q1 020PT ec 4 02 DET 020PT JUNCTION BOX .. . .. . . .. .. L`UJL' L'UUU�UUUL'UUCL L'IJUC�C]U:: UC]LVV�vLiU U C]CCCUUrj L]rj:111U C c • COCC nnO[!]C•:c•:C0 ce, • C•: C� 0 [*1 C•arc•7u,W5PArrc•1C•�C•:cn c • ^ �ppoi _ �y 4 1✓� w- plal 4Ii ion I `� I;s 4Ac CALL 48 HOURS BEFORE YOU DIG WIRING DIAGRAM � .800-424-5555 PETROVITSKY RD. S.E. & 128 AVE. S.E. KING COUNTY DEPT. OF PUBLIC WORKS DONALD I LaBELLE, Director PETROVITSKY RD. PHASE 2 PETROVITSKY RD. S.E. & 128 AVE. S.E. SURVEY No. 443-5'15 COUNTY ROAD PROJECT No. O0I Z. >>\0 ��7 SHEET 42 of 44 SHEETS a SCALE: HOR INCH = 20 Ft. VIER INCH = Ft. MAINTENANCE DIVISION No. 4 w� APPROVED BY: � �.+ LOUIS J HAFF CO TY ROAD INGINEER 4-88 R-438170 R-438171 )4-88 P P P DETECTION 04 DETECTION GNAL POLE NO. 2 f DET 3TION BOX 4� It �j ter. 01 DETECTION FROM SOUTHWEST CORNER 06 DETECTION FROM SOUTHWEST CORNER E6 DETECTION FROM SOUTHWEST CORNER Sc PEDESTRIAN FROM SIGNAL POLE NO. 2 07 DETECTION FROM SOUTHEAST CORNER 04 DETECTION FROM SOUTHEAST CORNER 04 DETECTION FROM SOUTHEAST CORNER 105 DETECTION FROM NORTHEAST CORNER 02 DETECTION FROM NORTHEAST CORNER E2 DETECTION FROM NORTHEAST CORNER C ❑��all cap C0�7 Don C®[oi ❑47 DDU ❑0'•7 0�,51 ❑®n aoIre] C®� D®"J ❑®C ❑ - u CONTROLLER WIRING DIAGRAM PETROVITSKY RD. AND 140th AVE. S.E. pica" -t Record Diate _4_L1 /03 itt. C -;—. 4 (16 f as a. U..% CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 ,,�, ,� R-438172)4'88 QQ