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i <br />� <br />Sp <br />L <br />� <br />! <br />� <br />� <br />� <br />( <br />ESIIMIITED QURHTIilFS <br />NOTES' NUMOER IfEM DESCRIP'iION <br />UNR <br />202L501 NqBILIUTION WMPSUM <br />2301.501 REMOVEPIP4CU��ERTS UNFT <br />2300.501 REMDVESEINEPPIPE(STORIN) UNFT <br />II09.501 REMOVEG6LEGUARDMIL LINFT <br />2100.501 RENIDYECONCRETECUNB&GUT7ER UNFT <br />2100.5Q9 REMDVECONCREfE51DEWALK SQFT <br />2109.506 0.EMDVEBrtUMINOUSVAVEMEN7 SQYD <br />2106.509 RENIDVEOMINAGESiRUCIURE EACN <br />2106.513 SAWINGBITUMINOUSVAVEMEM�(NLIDEPTHI IINFT <br />3304.St1 ISAWAGE PIPE CUW ERT UN FT <br />11W.523 IS�LLVAGEUSIING FACH <br />210t.533I5ALVAGECONCRETEAVRON FACH <br />I7101.533ISALVAGEMETALAVRON � EAM <br />I I1d.515IABRNOONPIPESEVJER I FACH <br />I2105.SOI ICOMMONE%UVATION I CUYD <br />I 2105.521 IGMNIXAR BORROW ILV) I CUYD <br />I nos.sxs ITOVSOneoaaowuvi I curo <br />I7211.SOIIAGGREWTEBASEQA555 I Ton <br />I73Z3.501IAGGPEW7ESMOUTAERINGMS51 I TON <br />I2232501IM�LL&NFYNOUSSURiACE11.5'1 I SQVD <br />� 2357.502IBRUMINOUSIM7ERIAlFOR7ACKG0AT I WLLON <br />'23fi0.501I7YVE5P12.5WFARINGCAlMSEMXTUNE�7,B) � TON <br />� ]501511 �]5'CSPIPECUlVER7 � UNR <br />I �1.S15I1S6YIVEAVRON � EACN <br />I250L571I�NSTAUMEfALCULVERT � IINFT <br />I2501573IIN5fqUMEfAIAGRON � EACX <br />I `�1.573IINSTALLtONdIEIEMRON I EACM <br />�2503.S�1 I35'RCi1PE5EWERDE51GN3006CU5Slll I UNPT <br />?SUB.SIl I19'NCVIPESEWERDESIGN3006QASSIq I LINR <br />� 75�.5�1 I34' RC PIVE Sfl4ER DESIGN 3006 MSS III I 11N FT <br />I25UB.fi02ICONNERTOIXISTINGSTORMSEWER I fACH <br />I �01•fi02IAD1U5TW7EVAWE680% I EACM <br />I1X1b.501ICONSiRUCfDRAINAGESTNUCTUlEDE516NA&b]fl I UNGT <br />� 25(I6.516 �CASTINGASSEMBLYIS70RMSEWER) � FMCX <br />I �.`�1 IINSTALLGS7ING � EACH <br />I3Y16.522IAD1USTFRAME&RIXGGSTNG EACH <br />I250E602IRECONSTRUCTDMINAGESTRURURE EACH <br />1 25IL501 10' WNpIEIE WFLK ' Sqf7 <br />I 253L501 ICONCRETE CURB 6 GURER DESIGN 8610 I UN FT <br />� 253L618 �TRIMGTEDDOMFS � SQF7 <br />I2510.60'l IMAll80%SUPPORT I EA[H <br />I i510.60Y,PElAGTE1.IM180%SUPPORT I EACN <br />I u`'4S0] ITMFFICBANRIERDESIGN8331 I 11NfT <br />I Z554S03 �TIUFFIGBARPoERDESIGNBfli36 I UNFT <br />I3554.501 TRAFfICBARPoERDE51GNB83i5A I UNFT <br />I 2554521 ANCMORAGEASSEMBLY-CABLE I EACH <br />I 255C.573 ENDTREA7MENT-ENER6YABSORBINGTERMINAL I EACH <br />� 2563.fi01 �TRAFFICCONTROL ILUATSUM� <br />I3�.� �3�UDLINEWMITE•7AINT I UNFT I <br />I ub1.603 4'SOtIDIINEYELIAW-PAINT I LINGT I <br />I WA.603 <"BROKENIINEYELLOW-PAINT I L1NFT I <br />I2573.502 SIITFENCL7YPEMACWNESUCED I 11NFT I <br />I1.+'73.`+30 SfONNMDRAININLEfPROiECf10N I EACH I <br />I2575.52i EROSIONCON7ROLBIANNEfSCA7EGORY3 I SQYD I <br />I L"75.555 In1RF ESTABLISHMENT I LUMP SUMI <br />ESTIMATED QUANTITIES <br />TOTAL <br />ESiIMA7ED <br />QUAMtN <br />1 <br />373 <br />131 <br />7130 <br />880 <br />1434 <br />13010 <br />3 <br />1499 <br />� <br />3 <br />1 <br />1 <br />1 <br />3000 <br />IBOU <br />]56 <br />ban <br />399 <br />73959 <br />8356 <br />9747 <br />190 <br />4 <br />30 <br />1 <br />1 <br />386 <br />43 <br />143 <br />6 <br />6 <br />29 <br />4 <br />3 <br />14 <br />1 <br />1869 <br />1156 <br />184 <br />8 <br />S <br />4950 <br />1718 <br />75 <br />u <br />8 <br />1 <br />46766 <br />21443 <br />33� <br />5 <br />500 <br />100D <br />1 <br />saroie-6�i�aae I <br />RDADWAY �RM <br />SEWER <br />1 <br />323 <br />131 <br />7.130 <br />880 <br />1,414 <br />iL030 <br />3 <br />1.499 <br />D <br />3 <br />1 <br />2 <br />1 <br />3.000 <br />1,800 <br />156 <br />e.an <br />399 <br />73,959 <br />8,356 <br />9.7/7 <br />190 <br />� <br />� <br />I <br />1 <br />3 <br />14 <br />1 <br />L8� <br />1,356 <br />184 <br />8 <br />e <br />d,950 <br />1,718 <br />n <br />u <br />B <br />1 <br />4G768 <br />2L403 <br />3,365 <br />S <br />500 <br />1,OOD <br />1 <br />386 <br />lli <br />6 <br />� <br />CONSTRUCTION NOTES <br />6FNERAL C�,QM,�TRUCTION N07E8 <br />1. COMPACTION OP AIXiRECihTE BASE SHALL BE BV THE Ol1ALRY COhPAC710N ME7li00. <br />]. COMPACTION OF &TUMINOUS BURFI�IN6 SNALL BE BY THE IMXIAAUM DENSRY NETHOD. <br />9. COMPACTION OF &TUMINOUS LEVELING SI4LLL BE BY 7ME ORDINARV COMPACTION METIOD. <br />4. ALL SUBORADE,STORM SEWER, WTCH BqeIN, PND CURB REPAIRS SWLLL BE COM0.EfE <br />BEFORE I.WNLINE PAVEMEM' REMOVPL BEOIN9. <br />.1, '' <br />�4 ,� <br />w�ic: <br />� <br />BASIS FOR QUANTITY <br />2211 AGOREGATE B0.8E CU1SS S <br />COMPACTED DENSRY 140 L89�CU/FT <br />2721 AOGRE(3ATE 9HOULDERING p�g 1 <br />COMPAG'TED DENBT' 138 LBSfCUIF'f <br />2367 {IITUNINOII� 7ACK COAT •,C�§�iM <br />0.05 GILLL0118180 W PEW HMA SURFM�E <br />0.10 GRLLONSISO YD hNLLFD NMA SIXtFACE <br />0.1! (iALLON9/S0 YDSHWIDER TAqC <br />23E0 TVPE SP 12.SM�FARN10 COURSE MIXTl1F� <br />COMPAC7ED OENSITV 115 LBSI30 VMNCH <br />j,�]S TURF ESTABUSHMQif <br />2�0 9EED Mtl( MEA 0.5 ACRE9 - 75 LBSIIICRE <br />FERTILIZER TYPE 2- 200 LB&ACRE <br />MIIILCM 7YPE 1- 2 TONBIACRE <br />PROJECT UTILITIES <br />IiIME PIIONE <br />OfAR7ER 21&6t1-%72 <br />tlNOFB11Ef2YPOINT 21&562-MCI <br />U7YOFVEQWTIAK6 21&568-St32 <br />CIqWWINGCOOP 21&56&4744 <br />iU6iEtECOM 21&56&2484 <br />%CEL ENENGY 612-63 6 43fi6 <br />1ME COMMCTOR SMhLL BE RESPONSIBIE TO COORqNAiE WI7H 7HE Ufi11TY <br />COHPANIES CAtI GOPHER STATE ONE CALL AT 7-8U}252-1166AT IFAST48 NOURS <br />VRIOR TO EXGVAiION OR CONSINUCIION. <br />T11E FOLLOWING STANDARD PUTES MPROVED BV 7ME OEPARTMblT OF TRANSPORTATION, <br />FEDERAL MIONWAY ADMINISTRATON, SHALL APPLY ON TIil3 PROJECT <br />P�ATE$ <br />PUIE NO. <br />3000L <br />3006(' <br />3010F <br />3f00C3 <br />3123J <br />312�8 <br />1145F <br />3221C <br />�005L <br />40081 <br />1007C <br />4010N <br />IO11E <br />4020.1 <br />1028A <br />4701D <br />410BF <br />41fOF <br />4125D <br />0133A <br />4152C <br />4153A <br />4180.1 <br />DESCRIP710N <br />REINFORCED CONCRETE PIPE <br />l3A3KET.qINf FOR RC. PIPE <br />CORRUGATED METAL PPE CULVERT <br />CONCRETE APRON FOR RENFORCED CONCRE7E PIPE <br />METAL APRON FOR C.S. PIPE <br />METAL APRON CONNECTION <br />CONCRE7E PpE 71ES <br />CORRIGATED S7EEL PIPE CAUPLWG BAND <br />MANFIOLE OR CATCH BASIN TYPE A 6 B CONE SECTIONS PRECAST-DESGN F <br />MANiOIE OR GiCH BASIN PREGST - DESIGN G& H <br />PRECAST MECFIANICAL JOMIT SEWER MANFfOLE <br />CONCRETE SHORT CONE APD ADJUSTING RING <br />PRECASTCONCRE7E BASE <br />MANiOLE OR CATCFi BA51N FOR USE WfiH OR WRFIOUTTFAFFIC LOADS <br />CONCRE7E ENCASED CANCRETE ADJUSTINO RMGS <br />PoNG CA571NG FOR MANHOLE OR CATCH BASN <br />ADJUSTNG RINGS FOR CA7CH BASINS 8 MANHOLES <br />CWER CAS7ING FOR MANHOLE - CASTNG NO. 715 6 718 <br />CATCH &4SIN FRAME CASTNG (FOR SQUARE C�iA7E) - CASlING NO. 806 <br />CURB BOX CAS7ING FOR CATCH BASN - CAS7ING NO. B24 <br />CATCH BASIN ORAIE CAST?JG - CAS7ING NO. B1M <br />CATCH BASIN GRA7E CASTNG - CASlING NO. 815 <br />MANHOLE OR CATCH BASIN S7EP <br />7035N CONCRETE WALK 8 CURB RENRNS AS ENiRANCES <br />7038A DETECTA9LE WARNING SURFACE 7RUN('A7ED DOMES <br />7100H CONCREIE CURB 6 GUTfER (�SIGN B 3 V) , <br />7111J INSTAlLA7pN OF CAiCH BASM CA871Nf35 (CONCRE7E CURB d GUTfER) <br />80001 STANDARD BARRICADES <br />9102D TURF ESTABLISHMENTAREA (AT PIPE CULVERT ENDS) , <br />9350A MALBOXSUPPORT(SWWG�AWAY7YPE) <br />STATE AID PROJECT 018-611-024 (CSAH 11) I 2 11, <br />