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074-88 Ordinance
RECORD OF ORDINANCES National Graphics Corp., COls., O. ~ Form No. 2806-A Ordinan.ce No. n~__?~~~____m~ P assedn __~nn~nn~n____n_ nn19 _nn' AN ORDINANCE TO ACCEPT THE LOWEST/ BEST BID FOR 1988 STREET IMPROVE- MENTS, PHASE II; AUTHORIZING AND DIRECTING THE MANAGER AND FINANCE DIRECTOR TO EXECUTE A CONTRACT; AND DECLARING AN EMERGENCY WHEREAS, pursuant to required advertising, bids have been received for the 1988 Street Improvements, Phase II; and WHEREAS, Council has determined that the bid of S. E. Johnson Co., Inc. for said improvements in the amount of $161,933.40 is the lowest/best bid. NOW, THEREFORE, BE IT ORDAINED by the Council of the City of Dublin, State of Ohio, 7 of the elected members concurring: Section 1. That the bid of S. E. Johnson Co., Inc. for said ~improvements in accordance with specifications on file in the office of the Engineer be, and hereby is, accepted. Section 2. That the Manager and Finance Director be, and they hereby are, authorized and directed to execute a contract with the said S. E. Johnson Co., Inc. for the 1988 Street Improvements, Phase II. Section 3. That this Ordinance is declared to be an emergency measure necessary for the public peace, health and safety and for the further reason that said improvements are currently needed and therefore this Ordinance shall take effect and be in force immediately upon its passage. Passed this 1st day of August , 1988. M:f~cer , .r1eretJy te~i~ tflaf cop:es of fhrsOtiftl1Gffce7ffsofutron Vlere",osfe(J in me Attest: City of Dublin In accordance with Section 731.25 of the Ohio Revised Code. JMAV"&rt.-~ Clerk of Council, ublin, Ohio . ."'~h., J/v241//A? ~. ~fc-I(~ Clerk of Counc 1 Sponsor: City Engineer BID OPENING CITY OF DUBLIN 1988 STREET IMPROVEMENTS - PHASE II August 1, 1988 11:00 A.M. Company Prime Bid Alternate A Total - S. E. Johnson Company $146,238.60 $15,694.80 $161,933.40 1385 London Road Delaware, Ohio 43015 Columbus Asphalt Paving $153,969.00 $15,374.03 $169,343.03 1850 McKinley Avenue Columbus, Ohio 43222 Nickolas M. Savko & Sons, Inc. $157,767.10 $17,209.60 $174,976.70 4636 Shuster Avenue Columbus, Ohio 43214 Decker Construction $167,533.65 $16,943.20 $184,476.85 3040 McKinley Avenue Columbus, Ohio 43204 Strawser Paving Company $181,097.80 $17,826.00 $198,923.80 1595 Frank Road P. O. Box 23053 Columbus, Ohio 43223-0053 Clerk of Council I , i i i t ! . j "E ~ I u I "'i ...; . E ~ ~ I i ~i- - 50 t -:r -;5~ -- I ~'":: I \Iol :=<.:;~ 0 -c I1l CO III f ~ ~~- ~ " ~ -< '"" cc ! .... ."", " B..9~ .... .0 ~ i to.; :-< .... - .. .. .... Cl) B u ...., I ~ ;J I ~ I o..J i - -:: .;.J -c I :s t':) , .... ] i !2P ..... .,.. i ~ .... .- ~ S:I I ::J l.., ~ 0 ~ ~ '-' -.: ~ "'S tf.l = r ~ - ~ = ..... 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ID< IDc d '" '" ..~..,'"..,".... ~ ~ \ \ \ \ "'" -' - ~ ~\ \ \ \ ~ \ ~ \ ~ ~ - - - -- - - -- - I . --r 1 t I I CITY ()= DUBLIN '988 STREET RESURFACING S.E, JO\"H'\SO~ (OMPA~\ES (OLUM 80S AS?\-\Al T fA V \ ~G N.M. SAV KO ~ SONS lNC \:JEC.KE R CON ~ T \'<U(1' ON STRAW~ER PAV \ N e:,. PROGRAM-PART 2 I BID OPENING: AUGUST I, 1988 r.TEN DESCRIPTION Q.TY. UNIT LABOR MAT'L TOTAL TO TA L LABOR MAT'L TOTAL TOTA L LABOR MArL TOTAL TOTA L LABO R MAT'L TOTAL TOTAL LABOR MAT'L TOTAL TOTAL PRICE PRICE PRICE PRICE I PRICE , ~ . \6-) r:-dca"atlon l'dl lnc1.udlnl -, ..- '. .- . '" . y;;r:--:: 26~ 5~ 2.5~ I 0'2.5 ~ 20~ ~ 20~ 8'2002- 2~ ~ lO~ 8"2.D~ I (p <l9 ~ I~OO t;,5b ~ ,,22 I~ 10 !!3.. 410~ e.t",nk.ant 41 , - ~. ,. O~ 110 5':173~ , 617 Sho~d.r prepAratlon '.74ll Sq. 'fd. Q!3 O~ I, \4<; ~ 090 -e- O~ 5,173~0 O~ 01.S" O~ 1,]24~ o "3Q -&- O~ 1,724-~ O~ 0- O~ .. " "I 2$ O!i J!2. 2.S73~o 0$0 . / ~ I~ 3.859 sO O~ 080 J~ 2 830~ O~ I~ I~ 3/473 s-S I~ (j8S ,~ 4, 7 bD ~ I 4001 Ittu.lnoua prl.. .coat 't,S7) r:a 11 on 0- , - 409 S.al co~t bltualnoua O~ O?f J~ 21001 ~ OS'S 072- I~ 2501~ O~ 1E.2- I:!!!.. '3 00 1 ~ I~ O~ I~ 3,ZOI ~ III otoS J!!2. 3,70 ) ~ 7..001 Callon , .. _tartal 409 Se.l coet co"pr a&lre.ata Cu. Td. -Q- 8~ B~ 37~~ 30~ 13~ 4-3~ 2, () 2.1 ~ 1522- I~ Z~ 1,17522 15~ IO~ 25~. 1,175~ ~5~ 1'5~ 8o~ 3 7' O~ Mo. II 47 I 1 I ao.~ln~tlon curb and 7~ O~ 8~ "3'2~ 4- 5S" ~ +~ 3S"j ~ 3~ 1- 3~ 2.37~ ~ -$- +~ '3J6~ C:,~ 1/00 7~ 553~ . 202 I- I _utter reao"AI , dlapo.e 19 Lln. Ft_ of ---+ 609 Coablnatlon concr.ta curb 5~ ~~ II~ IID~ 12~ S~ 17~ 170~ 20~ I()~ 30~ . 3DO~ 22~ 8~ '30~ '36~ Z5~ r~ 36~ 360~ , r.uttr.r rerlace..nt 10 Un. Ft. -- - - ---- -- -- -- 609 !4<>lInubla concr.t. curb , 5~ ~~ I /~ 759".!! 12~ 5~ 17~ 1/173~ 2D~ IO~ 30~ Z07()~ 22~ 8~ '"30~ ~ 070o..!:t Z,5O() 5~ 30~ 2()70~ Un. n. , ~ I , Autter replacc.ent 69 -- - - - -- - --- - - --- --- - - SPOCIAI AdJu..t vat.r ,curb bolt to 80~ 30!2 IIDo~ 2 "2.00,2 75~ 25~ JDO~ ZDO 02 SO~ I OO!!!! 156~ 30D~ I\O~ 4<J~ I 50!!!: 3~oo2 ~ o!..O 20~ 50~ IOo~ Rr.,d'l 2 tech - --- -- Adjust Hanhol. 'r..a , IOO~ 5{)~O 150~ 000~ ZDO~ 50~ 250~ I,DOD 0..2 ~ O!.::. I ()O~ J50~ ~ Of) ~ 70~ 40~ I'O~ 440 0,3 4(l~ ~a!!." IO(j~ 4Oa~ SPI!:ClAL CO"er to Arad. 4 Each r I 202 Ixl.t1na concr.te channal 5~ J~ ~~ 1,350~" 480 ~ 4~ I 0800-" 2~ ..4- z~ 4-50~ fS"O -6- 4~ 1,012. ~ 8~ IO~ 8~ /,912 ~ r.-o"e , dlspo.e of 225 Lln. Ft. , t - -- -- ---- - -- - - -- ,- -- --- .- I,SoO OE I, 7 50~ 5~ 1 'O~ 4S2 Platn Portland Concrete 2D~ IO~ 30~ 2.5~ lo~ 35~CI 20~ 50" Z5~ I, Z So ~(J 2.1 ~ 8~ 2~~ 1,45029 I a~(J ~a:l(J~u p..ad lutter so Sq. Yd. I -- --- .- - -- --- -- -- --- - - - - - - )01 Bltu.lnous AKAre~st. 7~ 40~ +1~ S:'2.ll~ 95cJ 3 7 E!!. 4<o"5CJ s: I '" 5'<.1 4-0~ Z5~ 05~ 7, 21S~ le~ 42.~ '6~ tJ, t. b() ~ <722 .fc, ~I:I 4-CJ~ 5'1-39~ , I bll.. III Cu. Td. -- - - I - - - -- -- - - - -- - - I 7, 750~ S ()DO~ 1"2., 15'O~ I '2.. 7S0~ I () foDO".!!. 4tPSO~ 00 l3/l5D~ 8,92.5~ '3 B ZS~ 12.7'50"-" ;Z,75() ~ a480~ 5.560~ '3,980~ 13,"J8D~ I~,,()OO~ C? 'O7~ 24; fDo~ 24;b(j7 ~' Srf.C1AL Flber Relnforced Crack J3, '25D- I , .. Selll LUllp Sua Luar Su. I 7~ 20~ 27~ IO,45D~ 440 2.122- 2~'.!!.. OCt 4$0 2'2~ 2'~ 10 070~(J ~~ 2./~ Z7'l.f I 0 '6~ 7~ 2.0~ 'L7~ I (), 5'J() 80 40) Asphalt concrete lnter- '7. ~/d- ..dlat. course Ton I , .....- ---- - - --- - -- -- -- ...--- 750 2. 0 !!! 2.7~ 91. I2.S~ 4- 4- (J 2.\ ~ 2~'() 874-3500 r-<)O 11 'J.09 , .?,.1 # . ~ ...,0 ,-,g "" GI~ 21a ~3,4-b~~ _7~ -I t~ Z7!!J '2 fa'-' ~ 404 ^sphalt concrete vallrlns , " ;=tg:r :-:- , cour.. ),nO Ton " " . ....".. I b~ -- - O~ On. O~ 21S'Oi~ ~ OSO 0,,"0 '3525'0 o '2..(J o~ O~ - ;, O~ O~ /~ 5" 8 ]6~ I~ 5; 8 7~ ~ 407 Tack Coat Cal. I ,,~ , - C' ""(J . . I ---- - -- ~ --- ---- . ...... 621 Edlle Linn 3.3ll HU. 2/0~ 200~ 4-1 () ~ I, 385~ 44b~ 2~O~ 70o~ 2, "3 ~6 0(, 300~ 300~ to OO~ 2 OZ8~ 57D~ /5()~ 720 ~ 2,4-33 ".2 4IXJ~ 2Oa~ """!-" ~ {),2.8 !.? ,- - - 380~ to80~ "9~~ r 5"ZD~ 2,288~ 4-oo~ 8~ ',4 08 ~ SOO~ 4.!.1~ 621 Canter Llne. 1.16 HUe '300~ 78o~ 1,300~ ~ 200~" I O{J{)!..~ 1,1 hCl ~(J 8()()~ " 2d~ 2. IJ Z ~ I .- - -- - - ~ - --- . - - - I ~-- Stop Lina 22 Lln. Ft. /U D~ 150 3'3 ~ I~ o v... 2.!.Q. 4W~ 2~ 2.~ 5~ IIO~ 2a / 9.,0 s~ 77~ /tJ5! 050 /50 33~'" 621 - Zs~" 621 Paint Curb Face Luap Sua Luap SUI 30~ 1/40 4140 4140 ro6~ 4-0~ J 00 o.!- I ()() o~ 50f!i 50~ /OO~ luo ~CJ 136~c.. 4{)~ 170~ 17D~ 4-S ~(; 7()~ 7~ . 0'.1;. 0'1. O~ 2/S-~ O~ O~ O~ 77~ O~ O~ O~ 77~ a~ O~ ()?;! 539~ Otl T04 o!3 q2~ 621 4" Wide Parklng Llne. 770 Lin. rt , ()- I , ~7S!.! ZS'~II -a 00 tr -aOO .~ Z,400~ -6- 2,40o~ 2.+O0~ foOoo!!!- 10 00 ~ 700 0 e!t. 7 (JO () ".2 4;~ 006- +:'2~~~ 4,2~ z,SOa ~ 4h oc;, 2,9(J()~ 2. 9 d(J--~ Luap Su 0_ 614 KlIlntalnta. Trafflc Lu.p Sua I , I . I -- - --- _.- f-- -- - - - - - - --.. - --- I IOU 1 2. 5!..!! ~2.~ Z/28~ 7~ 12 ~ ZO~ ~,5"4480 ~~ 13 ft6! I~~ ~/350~ I~~ I~C,I "35~ IO/~9'2~ 8~ 1;4-~ '2'2~ 7,/28 ~ )04 Allr.gllt. Ba.. COUtse 324 Cu. Yd. - - -- -- --- - ... - ~ -- - -- - 1--, - - - - ---- 20()~ S'a~ 2.$O!! 750 !! 200~ SO~ 250~ 750~ 20o~ '50 OJ! 25~G 7 50~" Z2.D~ IDO~ 320~ Cj(pO ~CJ 356 ~ /502P 50~ I, "5 oa ~ SFECIAL Adjust , rep.lr axlatlng lp;7. ?t::-+.1:!:- - - - - I catch badn. ) Each - - -- -'---- $14(P,'2"3B~ 1> 15'?:J, 9t&,c; ~ <$ 10 $/lD 71533 0S" I "/81/J'97 ~ Prime Contract - Engi neer's Est. $ 180,00000 TOTAL '-5-1; 7fD=1- /lLT MIITE "A" I ~ - Fiber relnforced crack I 2 5' 0 "J! I O()O~ Z 25'D~ 2, ,~O~ 1785~ S (p~~ 2,3.50~ 2,35 D ~ 1350~ 900~ 225D~ ~250 <<?-(J I,4-8~ q8~ ~4'~ 2: #;0 ~ 3.000 ~ I, "8 ()() ':!! 4:aoa!!' 4,8(JQ ~ SPEClAL I I , , saal - LUllp Sua I 7 So ZO~ 27~ 1,73'2.~ 4-4-0 2.1~ 2~~ -%-3 7~ z.'2~ z.~~ I e27~ (g~ 2-JE!!. 2.7~ /,757~ ~ ~-... 18~ ZS~ J/~UJSCJ 40j ARph.lt enncr.te .I-~~ f <\ ~\.. ~ ( (>'I.,t . . I Int.r..dlate cour.. 6) Ton I 750 2.D~ 2..7 ~ 114-I2~ 44" .'2.1 ~ Z~~ '10 8~1 ~ 799 22~ 2<1~ ''2,O~~ ~~ Z/~ 7-790 11/578 50 !~() - 18g!; 2S~ la 582. ~ 404 A&ph.tt concr.te veart.. , , ""'I, j) I cnu rile 41S Tnn - 401 Tack coat 747 Cal. o 0' On o~ 298~ O!E. O~ D~ 448~ O~ o~ De 597 ~ O~ O~ I~ 74-7 ~o OS9 6~ /~ 74-7 ~ I 19.2 ...... I~ I<!!!.. IDO~ -&- J CJ() ~ IDO~ So~ ~ ~ Qo ~'" 500~ 4{; () ~ ~ 4<KJ~ %CJ as- 7 C1 !:'.E 210~ '70~ 9 () f!2 614 Halnt.,lnln. trartlc Luoor Sua ',ullr Sua I $ 15, ~q4 ~ I ~ ~ }4 ..-'~ i /7, 209 ~ '1 /t;/943 20 I i. 17/ 8'2.6 ~ II If . i 15:'"374- 03 Alternate A -En9lnMr'S Est S 20,00000 TOTAL I Pri me ... IIAII - Engineer's Est. $ 200.000 -$.ICoI,'7?'"3 40 i I lo! ; ~ 1.~~3 1; 1-=14;-_~""H,..7 0 '"}" '7 l J"'~ 1> 184-,47~ & 1; 1'f8, q 2..3 80 I ~) ~ . ~ f:._ ALL BID FORMS a ADOENOUMS sioned YES YES YES YES 'IE's . I .., - - - - - - - - - -.- ----- - r . . I - - -- - I · - - -r -- -- _ _.,: _ _ _ . '" ~,J' S" 750 1988 STREET RESURFACING ~ ~ ' PROGRAM - PART 2 'i3' InK 404 - I" Tb.1.ek ~t Coacrete, 3'31' I %0 - 485 Totl 8 ~ ITEM 403 - t- Thick "~t Coeerete. 3931' X 20' X 30% - 73 Ton lTEO 404 _ I" Thick Anph.lt Cnncre.e, 9300' X 221' _ 1,290 Tnn ITDI 407 - Tacit Coet' 0.10..1. per .q. yd. - 873 Gallon ITEM 403 _ i." Thfc-k ARPh.alt Concrete, 9300' X 221 X 30% _ 129 Ton LOCATION MAP SPECIAL - Fiber laiD.fprced Crack Seal - LUIIp Sua I1T11 407 _ '1\ck Coat @ 0.10 gill. per sq. yd. _ 2,325 Gallon ITEM 621 - Edge Lines - 3 38 Milen W .It h DETA I LS ITEM 621 - Centpr Lines _ i.76 Miles I I ITEM 621 - Sto, UneA _ 22 Lin. Ft. ITEM 611 - Shoulder Preparation. "}' Wide (each 8ide) _ 3,930 Sq. Yd. ITl!:H304 - 2"ThickARgregate8a8eCourse - 220 Cu. Yd. CITY OF DUBLIN rTEM 408 - Bitu.InouR Pri.e Coat ~ 0.45 RBI. per sq. yd. - 1.755 Callon ITEM '09 - Seal Coat Bit~mfnou8 Katerial @ 0.35 gal. per .q. yd. - 1.365 Gallon CAIJfOtJSTII ORIn \lTFJf 409 - ,aeal Coat Cover Agg. No 8 @ 0.00833 cu. yd. per sq. yd.- 32 Cu. Yd. ~ IT" 404 - 1" Thick "pha1t Cotlcr.t., 5075' X 22' - 689 Ton I ~ \!31 ITDl 403 - t- Thick ......It Caoocre.., 5075' X 22' X 25% - 86 Ton , Alternotc~ " SCALE: 1"= 1000' ITJM 407 - Tack Coet @ 0.10 lal. per sq. yd. - 1.240 Gallon I I ITEM 404 _ J Thick Asphalt Concrete. 67.230 sq. ft. _ 415 Ton SPECIAL - Fiber Reinforced Crack Seal - J.uap Sua I I ITEM '.03 _ i fI Thick Asphalt Concrete. 67.230 sq. ft. X 30% _ 63 Ton ITBM 617 - Shoulder PreparatiCle. 2' Wide (each side) - 1.818 Sq. Yd. ITEM 407 _ Tack Coat @ 0.10 Gal. per sq. yd. _ 747 Callon ITIM 304 - 2M Tbick Allre.ate .... Cour~ - 103 Cu. Yd. SPECIAL _ Fiber Reinforced Crack Seal _ Lump Sua ITDI 408 - lit_1.ftOUa Pri.. Coat - 0.45 lal. per sq. yd. - 818 Gallon 'O~ ITBM 409 - Seal Coat Bituainou. Katerial @ 0.35 gal. per sq. yd. - 636 Gallon ~?~~~ ITIM 409 - S.al Coat Co..er AaS. 10 8 @ 0.00833 cu. yd. per sq. yd.- 15 Cu. Yd. ~~'i;,tf;;fl04S4/~.,. 2 ITEM 40', _ J.' Asphalt Concrete. 575' X 9' _ 32 Ton ~~SC.,. ITY.H 301 - 2" BitWllinous Aggregate Base. 575' X 9' - 64 Ton au.mS COUIlT . ~ ITEM 203 _ Excav.. Not Including E.hankment, 575 X 3' _ 40 Cu. Yd. - - TWP ITDI 404 - 1M Thick Aaphalt CoDcret.. 410' X 20' - 51 Ton ' - - - _ _ N T V LIBERTY TWP 410' I 20' X 30% - II 'f",. - _ _ _ _ _ _ ITEM 403 - In Thick Aapt--1. ~oncrete. ~-~RY TWP _ _ __ · .... I d - &... ~ on . _ ITEM 407 - Tack Coat ~ -fa . per sq. y . C _...-- SPECIAL - Fiber Retnfor--;ed Crack Seal - J.wap Sua _ /" - __ F - .7 )_.__ ULIS'l'Z ~ . _ u , ITEM 40-4 - 1" Thick hp~n-coftCr.te. .4SS' X 24' - ~ . I ' / _ ITEM 403 - I" Thick "plaalt Concrete. 455' I 24' X 30% - 10 Ton : w I ITEM 407 - Tack Co.t @ 0.10 ..1. per sq. yd. - 121 Callon ___. I . 0 ~ SPKCIAL - Fiber aeiDforce-d Crack Seal - t..u.p Sua 2 I ~ it . ITEM 202 - C~i..tlon Curb and Gutter. I~e & Dispose Of - 10 Lin. Ft. InM 609 - ec.bb&U.... Curl> _ Gutter RepIac..ent - 10 Lin. Ft. 0 , _ ~ ~ ....--('" cr - ~ I ~ u TUJlIll HILL couw:r - _1'11 AIm lIOO'I'II 2 ./ ! i: ~ SUMMITVIEW RO ITDI 404 - 1" Thick Aaphal t Concr.te, 1224' I 24', - 182 Ton ., I ~ I ITDI 403 - I- Thick Asphalt COlterete, 1224' X 24' I 30% - 28 Ton.J -- SUMMITVIEW ROAD lTDI 407 - Tack Coat , 0.10 gal. per sq. yd. - 330 Gallon ::; SPaCIAL - rikr hiDlorced Crack Seal · - 1._ S... 0 404 _ ," Aophe1. Conc re te. 755' X lOt' A v . _ 50 Ton I I? 301 _ 2" 8ituminous AgRregate Base. 388' X 9' - 47 Ton I ~ o ~ ~ 0 ~~ _/ - ~~D _ ~ ~ - ..:.' , ......-" ..... ee> '. , ' - .......... ~ I. / --- tJ.\ST ElE'J ~ ----,..... ,..Q r'>RO~o~EC eLEV 4 IX ,....,' ~ 0 -- en 0 .... -- -- I u ,.... ~ ........ VI I ,-~ ~C.v ......""""'- <1 ~ Z - ~ ~ '" '" ----~ ~ g; " ~~ - ~ ...." -" j: , , ~ , , " <t - ~..... .... ~ DRIVE lTEJI 404 - I.' to 1" Asphalt Concrete, 19.886 sq. ft. · 123 Ton II . J IT!K 403 - I" to 1" Aaphalt Concrete, 19.886,sq. Ct. X 30% - 20 Ton ITPJI 407 - Tack Coat @ 0.10 881. PPT sq. yd. - 220 Gallon __~ I ITEM 404 _ J" Asphalt Concrete. 1270' X 20 plus 75' ,. 30' Av. _ 172 Ton SP~CUL - Fiber Reinforced Crack Seal - I.uap SUJIl 3 h I ITEM 403 _ 1 Asphal t Concrete 27,650 sq. ft. X 25% _ 26 TOG SPECIAL - Adjuet .nd 'ep.ir Rxintin. C.tch 8xoln - Eac I LN ITEM 407 _ Tnck Cn.t @ 0.10 ..1. per oq. yd. _ 307 C.llqn ITEM 621 - 4" Wid. Parking Lines - 770 Lin. Ft. I /S" I I I :: TER"E I ,HARD "0 ~ ~RINCE I ~ I 1/'1 W III tD ,~ . ~ 70.J ~J ~ ~ - v 6 HANN~.Iy ~ ~ J rE~H MARk: z HILLS DR .:: ~ ~ lOP OF CuRB MUNlCoI PI'.L __ x I " '::J. , 88b ,$ ~U h, I>..I( - ~_.~-~. 0"0 - ;l: 7 \ L \J"~ , ,,' ~ ... ... <!. '"-l~:::;' J. -. f BRiGHT (/).... ~ I _ 0" '" '!! I ERVING WAY 0 cr i HEATHER RUN w UJ OILlINGSLE" RD DE TAl L FOR @ ~.m~N~A~REEN '~~ r ...j c:= 5 GLENVERY DRIVE ~ ~ ",0 ~C.p..L~ I cr.' lJ.. . ~lJ..~ ;:j SPF.CJAL - Fiber Reinforced Crack Seal - LUllp Sua t I ,~ I I U ~~,..~"\' -' ,,', "'- I ~ I -., t)O '"'0\ Dh.~\.J'r:.\."'" ~ ~', RD I . f:~\'~' \'W~E ~p.,LL ~' " I == ''\0 ..." .- ~~. TULLER ROAD _ _ -;:-.,~ ""~.t .' -" ~'t." \. ,_M v~ ('-) .1'1 t' t ~ - tA..,:- ..:\....).'~\~'oL€ SEE DETAIL AT LEFT -9 .:.. I"'-t" ~ ~ ,.,.,~~ OAD I For North St. and a IllY 0 -+- - -'.., R a: ~ ... ot '.\ ~. ~ .,., POS T .. (;,,,-" DR. ": Z' W \ "e. ,,",W"PoL 1" ~ 7!:; f f'l f'f"\~'t~ \\ _ ITEM 404 _ 1" Asphalt Concrete, 203' X 11' _ 14 Ton r'\ \ ITEM 407 _ Tack Coat @ 0.10 gal. per Aq. yd. - 25 Gallon '. ~ \ \ L fOR \0 RUN R. SPECIAl. _ Fiber Reinforced Crack Seal ',;, ,I ii' c1 ...., 0> L P. IT'" 203 _ Exc.v. No. I nel ud ing ""b.n....n. _.. -- IlJ - n Ft. ~' \>: --- -- - -. - - - 2 \!Ocb Of - 69 Ll . DALE DR. 03"""30" ~ I I/l -- - - Grade DispOse, . L'\I::' --"..... c:,~~E.E.' --~..rb 1\0. to ReWlOve 6 69 1.in. t. , ~\') UJ ~\ P Water""'" Gutt.er. t - I _ -1 \ .. - Adl..et ~.. c..rb ead .er .ephce..n 2 ~on ..>LL. lTEO 404 _ I" Asphalt Cnncrete. 13,567 sq. ft. _ 11\ TO"O \ \' ~e srl'C1AI,j2 - C.....~..s. c..rb and Gu~24 nq. ft. - @SEEDETAILATLEFT IT'" 407 _ T.ck Coot@0.IOgal.pereq.yd.-150Gallnn ..~E \ Qt. 1'T0l 261'>0 - KoUtltablelt Concrete, Su- ( For Municipal Parkino Lot SPECIAL _ Fiber Reinforced Crack Seal . f.. f'itr \ (t) ITf'J'l U7 1" Aapba _ LutIP . \\)~l l'\"~"~ e:,~O~ \ \ TD' 404 - 1. t curb 'ace (east portion only) I-Dv CO'fl;.1< 1 I _ 'a" ., ~ "'\"~e... \ \ 1n1' 62 \ " BLAKHORD l/!a: 4- \'\- " \ _~ r- __ _ COLUMBUS MA"YSVIl LE ROA~ _ ~~~-!:::; .\'0 5 Lift. !'t. - - -- n. u c,\"~~" .__ .... ~...~~ ~~. ;/2 . G a I \-\\(:,P nac1." ___1. b <t CgtI,d.c. c>> r..... un-- .. ,. lLaC tAETRO 0 - ~iI'''''''' fPIlC-ret.,:..-.~ to Gr'" , PL ACE NORTH a:: MARTIN I -.. .,......- 58 -ron ----=_ t - .......'la ... seal - ~___ ~ 4.5 _..~ * ~ C"[ack . X 330' 9 350 Sq. ,to ~ ~a.L ---...... ...t.t te 11 "-S' - · . . 't;,j;:.... ".'.' @ -Ui.s _......- l' c.-:.e · 10' X 1> u ITEIl 404 _ I" Aophalt Concre'e, 4,0' X 17' _, ~"." All fOR ~ -: A04 - 1" ~ Pl- --~"':t - 10~ C41.o MET"O PLACE SOUIH 611. " 5'(n. ""rinn Street) OE T .. - \.10 i . 1 per aq. J . . 7,950 Sq. F.. _ ~O TOG - t\O !,t" . L.... c-.' · 0.1.0 .. ., MARION IT'" 407 _ Teck Coat ~ 0.10 ..1. per nq. yd. _ 88 Gallon .... ~1 ~ ~ ST SPECIAL _ Fiber Re~ ~ed Crack Renl ...- . AN ~ --- i .. .