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HomeMy WebLinkAboutR-438102a 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.)