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HomeMy WebLinkAboutR-438103N 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