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GENERAL T�k� P����Po�T� ASfN-A570 SPECFlG710N FOR HOT-ROLIED GU780N SIEEL SHEET AND SfPoP. � i��� �17�
<br /> PRODUCf 91D P.O.BO%5123 �. yygymµ,5 �����. p
<br /> ME CONSiRUC110N DOCUMEM DRAWINGS ARE�NTERREUTED.WMEN EPA 10292-7 OEARBORN,MI �8128 A IIMIUFACIURER'S DESCRIPTNE LRERAiURE. y �M
<br /> PERfORMING 7HE WORK,EACH COMRACTOR MUSf REFER TO ALL DRAWINGS. �3t3��-�� & CERTIflCRTE OR SfATEA1ENT OF COMPLUNCE WIfM TNE SPECN1GTpN$. ASfN-A535 SPECFlG710N FOR ALUMINUN COATED SiEEL flRRBED WIRE. � W�
<br /> COORDINA710N IS THE RESPONSIBIUtt OF THE GENERAL COMRACTOR. �LL18USN FfER81CDE FRANAR INDUSfPol1L PRODUCIS � ~�
<br /> DIVISION 1: GENERAL REQUIRMENTS EPA REp$iERED 1435 UORPoS AVE. PART 2- PRODUC7'9 FEDERN.SPECIFlGTpN RR-F-191-FENGNG,WIRE AND POSf MEfAL(M!D GAiES, .� N
<br /> UNION.NJ 07081 CHAIN L1NK FENCE FPBRiC.AND ACC650PoE5) � �n
<br /> SECTION 01700 - PRO,£CT CLOSEOUT (800)525-492s �• ���T� ^ ��
<br /> P�R7 1 -GHIER�L & ROAD AND SI7E GATERWlS SW�LL CONfOR4 TO IDOT SPECIf1GTI0NS flLL A Nl FABRIC XAHE,RNLS,HARDWAFtE,AND OTHpt STEEL MAlERUlS SWLLL BE pIVISION 3: CONCRETE ` ��
<br /> YAIERUI(UMESS 07HERWISE NOTED)-ACCEPiABLE SEL£CT ittl SHALL HOT-qPPED CRLVAMZED.
<br /> A OBTAIN AI�SUBMR RELFASES ENABUNC iFiE OWNER UNHESIRICTEU USE OF 7HE WORK BE N ACCORDAt�CE WIIH SUiE OEPARf11EM Of HIGHWAY AND iRANSPORfA710N & FABRIC SWLLL�SEVEN-F00T(7')HIGH OR TO WTCH EXISfINC FENCE SECTION 03000 - BASIC CONCRETE MATERIALS AND METHODS � W c:i
<br /> MD ACCE55 TO SERVICES AND UfILfIIES;INCLUDE OCCUPANGY PERMIfS,OPERATNC SUNDARD SPEC6ICATKMIS. 7W0-NCH CFWN 11NK MESN OF Nb 9 GAUGE(0.1487 W6�. 4�
<br /> CERTGICATES AND SIMIUR I�LEASES. C. 504.STABILIZER FABPoC SWW.BE WRAFl-5001L THE�ABRIC SHML FiAVE A KNUCq.ED flWSH FOR THE TOP SEI.VAGES �� o�
<br /> B.SUBMff RECORD DRAWNGS.DA1fAGE OR SEfTLEMEM SURVEY,PROPEHfY SURVEY,AND FABRIC SHN.L CONfOR1A TO iHE SPEdFMATONS OP ASfAI A-392 C1A55 1. P�AT t -ceNee�L y p
<br /> SIMLAR FlNN.RECORD INFORMN7�ON. 1. WORK INCWOEO � 3¢
<br /> PAR7'3- fl(FLfJ17oN G BRNBEO WUtE SNML BE OOUBIF-SfRAND.12-t/Z GAUGE 7WbTED WIRE.WRN =
<br /> C.CONPLETE FINAL CLFJW UP REOUREMENfS.WCLUDWG TOUp1-UP PNNi1NG. TOUCH UP 14-CAUCE. 4-POIM ROIR1�BMBS SPACED ON ilYE-WCH CINfERS. FORMYlORK,REINFOFtCE1IfM.ACCESSOPo6.G5T-IN-PIACE OONCRE7E, � �N
<br /> AND OTHERWISE REPAIR AND RESTORE NARRED E%POSED FlNISHES. 1• WSPECiqNS flN15HING,AND CURING. �
<br /> LOCAL BIALOING NSPECTORS SNNl�NOTEIED NO LESS iFUW 48 NOURS IN D. ALL POSIS SINLL�$piEDlltE-40 MECHANMAL$EIMCE PoPE AND SFWLL 8E 2. INSPECilONS �
<br /> pAR7 2- FINAL CIE►NING ADVNlCE OF CONCREfE POURS.UtQESS O7HERWISE SPEpFlED BY JURISDIC710N. 7YpE 1 ASfM A-tY8 AND OF THE FOLLOWING ONMffER A COMRACiOR 6 RESPONSIBLE FOR SCHEDUUNG BUILDING DEPAFiiIAINf
<br /> 11NE 2'SCHEWLE�0 2 3/8'O.D. WSPECTIONS HEOUIREO FOR HIS SCOPE OF WORK
<br /> 1. COMPLETE THE FOLLOH7NC CLEANING OPERATIONS BEFORE REOUESIING INSPECTION 2. PREPARATqN G
<br /> FOR CERTIflCATION OF COMPLE710N. A CIEM TREES,BRUSH AND DEBRS FROY LEASE AREA,ACCFSS DRNE M TUHN- CORNER 3'SC1rtDUlE 40 3 1/2'O.D. B. ALL REINFORqNG SfEEL SW�LL 8E iNSPECTED AND APPROVED 8Y TNE �
<br /> A CLEAN THE PROJECT SRE.YARD AND GROUNDS,IN ARFAS DISTUf�ED BY � CATE 3'SCHEDULE�0( 1/Y'O.D. LESSEE'S CONSTRUCTK)N AIFNAf�R PRpR TO PIACENEHf OF CONCNEfE.
<br /> AROUND AND UNDER CROUND UTILJIY E/SEl1EM5 15 REOWRED FOR CONSfNUCTpN. c
<br /> CONSfRUCT10N AC7IVITIES,INCLUDING UWDSCME OEVELOPMENf ARE/S,OF E GAiE POSIS 9U�LL 9E EXIENDED 12 INdIES,B1CLUpNG DOME CAP,TO PROVIDE C. THE IESSEE'S CON5fNUCIION WWAGER SFW.L BE NOi61E0 NO LESS THAN 9B >>g
<br /> RUBBISM.WASfE IMTERIALS.LIIIER AND FOREtGN SUBSTANCES SWEEP PAVED B. PPoOR TO OTNER IXCAVAipN AND CONSiRUCf10N,GRUB ORGAMC FOR ATTACHYEM OF BARBED N7RE. FqURS IN ADVANCE OF CONCRETE POURS. o a 3
<br /> NAiERVLL TO A WNMUN OF 9X WCH6(67 BEIOW GRAOE. ¢3$
<br /> AREAS BROOM CLEAN. REMONE PE7R0-CHEMICAL SPILLS,STAINS AND OTHER p
<br /> FORpCN DEPOSIfS.R/UCE CROUNDS 1HAT ARE NERHER PLNN7ED NOR PAVED, C. UNLESS OTFffRWISE WSfRUCfED BY LESSEE,TNANSPoRf Nl REMOVED F. ALL TOP AND BRACE RAILS SWLLL BE 1�DUAIE7ER SpiEp1LE-40 OUAL(fY ASSURANCE ��.+e'.�
<br /> TO A SMOOTM EVEN-TEXTURED SURFACE. iREES,BRUSH AND DEBR6 FROM THE PROPERIY TO AN AUfHORIZED UWDflLI Ma��-�E PPE 3• A CONSTRUCT AND ERECf CONCRETE FORMWORK IN AfxORDANCE WffH �?=W�
<br /> B. REMOVE TOOLS,CONSTRUCTION EQUIPMEM, MACNINERY AND SURPLUS MATERUIL D. PRIOR TO PLACEMENT OF flLL OR BASE IMTERIALS.ROLI.iHE SOL ACI 301 AND ACI 318. J W n m°�
<br /> & CA7E FRAMES/�BRACES SWJ.L BE 1.90 WCH DWJEfER SCHEWIE�0 m o W n
<br /> FROM 7HE SffE. MEClUWICAL-$ERVICE PIPE. FRAMES SWLLL HAVE WELDED CORNERS. & PERFORM CONCREfE REINFORCING WORK IN ACCORQONCE W(iH Ap 301, ��N�A
<br /> C. REMOVE SNOW AND ICE 70 PROVIDE SnFE ACCE55 TO 7HE SRE IWD EWIPMEM E. WHERE UNSTABLE SOIL CONDIilONS ME ENCWMERED,LWE iHE ARFAS ACI 378,AND ASfM A18�. °m���
<br /> W11H STABILIZER MAT PPoOR TO PIACEMENf OF F41 OR BIISE YRiERW... 24
<br /> ENCLOSURE. H. GATE HtAMES SHALI HAVE A i'ULL-HEIGHf VERIICAL BRACE,AND A iULL-WID7X C. PERFORM CAST-IN-p�p�E COt�RETE WORK IN ACCORDANCE WffM Ap 301. �u�S 6 6�
<br /> D.CLfAN D(POSED E%TERIOR AND IMERIOR W1RD-SURFACED FlNISFIES TO A DIRT- 3. P!$fALUT10N MORQONiN.BRACE.SECURED IN PLACE Bf USE OF CIRE BRACE ClAMPS. ACI 378.AND ACI 117-90.
<br /> FREE CONDRION, fREE OF SfAINS, FlLA1S AND 9A1RAR FOREIGN SUBSTANCES. A �pppE OR FLL iHE IFASE ARFA AND ACCESS DRIVE W TURNNtOUND �• �TE HINC6 SHAIL BE MERCHIW75 METAL MOD0.64386 HINGE ADf�PfER �
<br /> AVOID OISiUR81NG NANRAL WEA7MEWNG OF E%iER10R SURFACES. � D. OPEN FOUNDA710N TRENCHES SMNI.BE INSPECTED BY MES PRIOR � o
<br /> AS REWIRED IN OROER THAT UPON OISTPoBUf10N Oi 4S, WffH MOOEi.6109, 18B-DECREE ATTACNMEM. �
<br /> E. RENOVE DEBRIS FROM LINIIEU ACC65 SPACES, INCLUUINC ROOFS, EOUIPMENT TO CONCRETE INSTALUiION. $
<br /> ENCLOSURE,NRNHOLES,AND SIlARAR SPACES. RESUL7ING FROM EXCAVA710N5,iFff R6ULTINC CRME NALL �, 7HE q11DE (U1TCH ASSEMBU� SHALL BE HEAW INDUS7RW.DOUBLE GATE LATCH.
<br /> F.REMOVE LABELS THAT ME NOT PERMANENT LABELS. COHRESPoNO WIiM SRD SUB-BASE COURSE. 0.EVA710N5 ME TO BE 5� p�q� 4. SUBMITTALS ���
<br /> C.TOUCH-UP AND OTHERWISE REPAIR ANO RESTORE MARRED IXPOSED FIMSFffS ��hD FROM BENpIA1AFtK,flN6HE0 CRADES,OR INDICATED AOPES. $UBNR CONCRE7E MIX AND REINFORCINC SfEEL SHOP URAYANGS FOR
<br /> ANO SURFACES. REPIACE flN15HE5 AND SURFACES THRT CAN N0T BE K. UTCMES AND STOPS SHRIL BE PROVIDED FOR ALL GATES. APPROVN.BY LESSEE CONSTRUCTION GANAGER/ENGINEER. THE SFIOP
<br /> Sl�nSFACTOR�LY REPAIRED OR RESTORED,OR THAT SHOW EV�DENCE OF REPAIR B. CLEAR EXCE55 SPOILS.6 ANY,FRON JOB SfIE AND�tl4I SPREAD DRAWINCS SFULL BE SUBNI7TED IN iHE FORM OF 1W0(2�CONCRETE Idlf OESICN
<br /> OR RESTORATION. DO N0T PAIM OVER'UL'�wD SUAIAR UBELS, INQUDING �ND iHE LIMfIS OF PRO.IECT AREA UNLE55 AtffFiORQED BY PR0.IECT L PLUNCER ROD COYPLEfE WIIH RECEPfOR TO BE PRWIDFD AT TME PUCENE IfffORMATION SHEEfS AND iW0(2)BLUEUNE DRAWWGS i R REIN�ORqNG 5iFII.
<br /> ELECTRICAL NAME PIAiES. WWAGER AND AGREm TO BY UWDOWNER. LFAf OF ALL OOU&E CAIE 1l6TALUTIONS m a �
<br /> M. LEAVE iME PROJECT CLEAN AND READY FOR C. BPoNC iHE ACCESS ORNf W/TURNAROUND i0 H45E COURSE ELEVAl10N TO N. ALL 5fOF5$FULL FiRVE NEEPERS CAPABIE pi HOLDING iHE G4TE LEAF IN 7HE PAR7 2-PAODUC73
<br /> OCCUPANCY. FACILIfATE CONSIRUCIION AND OBSERVAiION DURING CONSTRUC710N OPEN POSIiION 1. REINFORCEMEM W1iEMM5
<br /> I. DUST-OFF ALL EOUIPMENT,INCLUDING H4TTERY PACKS,WITHIN EOUIPMEM OF THE SIfE. A REIKORCEIIENf SiEEt,ASfM A615,60 ksi YIEIA GRADE,DEFORMED BILLET �e
<br /> ENCLOSURE. N. A N0.7 GN10E ZUIC CQ4iED 7ENSION N1RE SW�LL BE USED AT 1HE BOTTOY OF ����N FllUSH. �
<br /> J.WASfI AND WAX fL00R WIfHIN EOUIPMEM ENCLOSURE. D. AVqD CREA7WG DEPf1E540N5 WMERE WAiER MAY POtlD. iHE FABPoC. TERMINATED WIiH BAND CLIDS A7 CORNER AND CA7E POSiS. & WELDED SiEEL N7RE FABRIC ASfM A785 PINN iYPE,IN MT SHEETS,PWN p � �
<br /> E. T!$fbMRACf SFNLL INCLUDE CRRqNG,BANIONG,ANU OITCt@1C, IRilE55 0. A SIX-INCH BY 1/2-INCH DUWEiER EYEB�T i0 HOLD lENSpN WIRE FNLL� FINISN.
<br /> 2. REMOVAL OF PROTECTION: REMOVE TEMPORARY PROTECiiON AND FACIlIT1E5 pTMERYl15E�pq�q7Ep, C. CFWRS BOLSfERS 8M SUPPORTS,SPACERS. SIZED AND SWiPED FOR
<br /> �NSTALLED DURING CONSTRUCTION TO PROTECT PREVIOUSLY COMPLETED F. WHEN IMPRONNC IW EXISTNC ACCESS DPoVE,CRADE THE DOSTNC DRNE ��AT LINE PoSIS. SUPPORIS OF RpF7F'ORCWG.
<br /> INSTALUTIONS OURING THE REMNNDER OF iHE CONSTRUC7ION PERIOD. TO REYOVE ANY ORGklIC MATIER AND SGOOTN 7HE SURFACE�iORE P. SfREip1ER BRNS SWILL BE 3/16-PId1 BY 3/4-INCN OR lU1VE EWNALENf 0. FABRIGTE CONCREIE REINFORLINC IN ACCOROANCE WITH Ad 315,ACI 318,
<br /> PUCING FlLL OR SfONE CRO55-SECiIONAL ARFA ASf1A A18�
<br /> G. PIACE f8l OR SfONE M SX N1CN(67 AIA7dYUY 1�F75.MID COMPACf Q. ALL CORNER W7E A!$!PMff15 SM�LI M4VE A 3/8-INGf TR155 ROD WRM 2. CONCREIE MA7EIML5
<br /> BEFORE PIApNG NEXf LBL NRNBUCKL£5. A CENEM:ASIN C150.PORRAND TYPE
<br /> DIVISION 2: SITE WORK & FlNE AtN COURSE AGCREGATES:ASTM C33-WiXIMNM SRE OF CIX1CREiE y �
<br /> fi 7HE TOP SURFACE CWRSE.SW1LL EXfEND A MIN14UY OF ONE FOOT(1� R Nl.POSTS EffCEPf CAE POSIS SH�LI HAVE A CONBRU710N CAP AND 84RBED pGG(tEGp7E SF4LLl NOT FXCEED;ONE INpi(1 StZE SIMABLE Fat � �
<br /> SEC710N 02200 - EARTHWORK AND DRAINAGE BEYOND THE SrtE FENCE(UNtE55 OTHERW6E NOTED)AND SHALL wtliE SUPPoNTwG NtM. CATE POSiS SHAtI HAVE A DOYE GP. INSfN1ATON 11E7HOD UfIL2E0 OR ONE-ilaRD�t/3)ttENt D6TariCE BEwND
<br /> COVER THE AFtEA/S INdGTED. OR BETWEEN REINFORpNC. y �u �
<br /> S. OTHER INRDWME INCLUDES BUf NAY NOT�UNIIED i0 11E CUPS,fl4ND CLIDS C. WATER:CLEAN ANO NOT OEfRIMENTAI TO DONCREfE w °
<br /> PART 1 -GENERAL I. MPLY RIPRAP TO THE SIOE$lOPES OF ALL fENCED$ffE AFiEAS,PARqNC qND TENSION BHND CLIPS W c+
<br /> MFAS.AND ALL OiHER SL�ES CREAiER 7W�N 2:1. � � �
<br /> 1. WOPoC INCLU�Eb SEE SrtE PU1N. 0. AtR ENfRNNWG ADNIXIURE:ASlM C260 � a
<br /> 2. OESCRIPfI0N5 J. APPLY RIPRAP TO THE SOE$OF ORpiE$OR DRAINACE SIMALES T. BMBED WIRE CIQE CWRDS 9ULL BE FTITEO WRH DOME GPS � �p,�M:UIEX EMULSWN i0R BONDING NEM TO OLD COHCREIE AS � �
<br /> u
<br /> ACCESS IXtNE W/NRNRRWND MFJI LEASE MEq AND IF APPUGBLE K RIPRAP EMWE DRCH FOR 4X fEEf(6')IN Nl pRECf10N5 AT CULVERf U. BARBED WIRE SUPPoFif ARMS SFYLLL BE PRESSED SfEEI COMPLEfE WI7H SEi ������N���OR w W w
<br /> UNDQtGROUND UIILfIY EASEIAEMS ARE TO BE CONSfRUCim TO PROVIDE ��M� BOLT AND LOCK WUtE M iNE ARhL F. NON-SHPoNK GROUi:PREYIXED COHPOUND CONS�STWG OF NONMEfALLIC o �
<br /> A NELL WWNED,EASILY NAIMAWED,EYEN SURFACE FOR MATEPoRL AND L AppLY SEED,FERfIUZER,AND SIRAW COVER TO ALL OTNER D5fUR8ED ACCRECATE.CEMEM,WATER REDUCINC IWD P1A571q5NC ACENTS. � �
<br /> EWIP1ffNf DEWERIES AND I.WMENANCE PERSONNEL ACCE55. MEAS,DIfCNES.AND DFWNiWE SWALE4.N0T 07NERWISE RIMtIIPPED. V. ALL CAPS 51Ut1 BE►UW.Ff�BLE IRON.DOME OR ACORN$IUiPED AS �
<br /> 3. OUMJIY ASSURANCE M. UNDER NO CIRWNSUNCES WRL pfCHES,SYAIES,OR CIAVERiS�PIACED REOUIRED BY PIPE SRE. 3. CONCREfE MI% �
<br /> A /PPLY$OLL STERILQER W ACCORUANCE WIfH 4IWUFPC�URER'S RECOMYENW710N5 ��T iNEY DIRECf WAIER TOWMO6,OR PERIIR SfMAWC MAiER W. WHERE THE USE OF CANCERfW1!KS BEEH SPEGflED.24-tt�ICH pANEIERS COIL A CONCREfE W7ERUL5 SF41LL CONi0R1A TO 7HE APPROPPoR7E�lGl.
<br /> (AS NEEOED). IUYEUUTELY MJACQi�TO SHEL7ER OR EOUP4ENT. IF DESICNS OR ELEVATpNS fl4RBE0 TAPE,SfAINLESS STEEL,CYCLONE FENCE YODEL GBP TO iYPE III SFWLL REOUIREYENfS FOR EJ�OSED SfRUC1URRl CONCREiE.
<br /> ARE N WNFLICT MIIIH TNS.A�YISE CONSfM1CfI0N MRN�t:ER IMMEDLUELY.
<br /> & AVPLY AND MAINTAIN CM�SS SEEO AS RECOMAffNDEO BY TNE SEEU PROWCER B. MIX AND DEUVER CONCRETE p!ACCORDANCE MATH ASfM C94,ALT.3.
<br /> (�f REqNRED). N. W DIfC�#S WfIN AOPES GREAIER TFNN t0i,MWND DNERSIONRRIf BE FURNSHED. R SIWL�SUPPORIED ABOVE 1NE TOP RNL BY USE OF SIX(6) �, p�pppRryOtS OF CONCREfE uA7ERWS SfULL BE SURA&E FOR TME
<br /> C. Pl/10E MID I.WMAIN VECEfAiION UNDSCAPWG.IF INCIUDED WITHN TME COMRRCf. MFADWNLLS M THE DIfCN AT pAVERf ENfRM10E5. POSffION THE HFADWALL WIRE&1R6ED M7RE ARMS POSRqNEO ATtlP f/iCH LINE/CORNER POST. INSfALlAT10H MEfHOD UIIUZED AND SlVQL RESULT IN DUW�BIE CONCRETE
<br /> AS RECOAIMENDED BY NURSERY INDUSfRY S7ANORHDS. AT AN/WCIE NO CPEA7ER 7HAT W'OFf 7HE ORCH UNE. PoPRAP TFE FOR LOCAL ANIICIPA7ED AIXiRESSNE ACIIONS.THE DUW�IIY
<br /> UPSfREAN SIOE OF iNE HEAOWALL AS WELL AS iNE dfCH fOR SIX FEEf(6� REOUIRENEMS OF ACI 318 CHAPfER 4 SIIALL BE$A715FIED B0.5ED ON 7HE � ,
<br /> 4. SEOUErICINC ABOVE T�E CULVERf EMRu�CE. P�urr s- e�cunoN WNOffI0N5 IXPECfED AT TF�SIfE. PHOViOE CONCRETE AS FIXLOwS: Z
<br /> A CONflRY SURVE'f STAKES AND SET ELEVATpN SfAl�S PRIOR TO ANY CONS(RUCIION. 0. MPLY SEED AND FERIILQER TO SURFACE CONDIIIONS W1RCH WILL 1. INSPEC710N 1. f�MPRESSNE SfRENCiN: 4000 pa AT 7 DAYS
<br /> B. CONPLETELY GRUB iME ACCESS q7NE W/TURNAROIRID,UNDERCRWND UIRIIY ENCWRAGE ROO7ING RAKE AREAS TO BE SEEDED TO EVEN TXE SEE SHEET S-1 FOR GYSSON CONCREIE COYPRESSNE SiRENGfH
<br /> ( TO CONRPoA PROPER DEPfII AND dRYEIER OF POSf HOIE EXWVATIDNS. ALL VOST
<br /> P�UCE1EiEM�QF BNCIff1�LL���8�0.��PoPR�L.R���i��TT��• SURFACE AND LOOSEN iHE SOL 2. SLUYP. 3 INpiR LOC. # 313781
<br /> P. SOMI SEED 6i 7W0 DWECfpNS IN iWICE THE�WHIf1Y RECOMMENDED HOtES W41 BE IXGVATED AS PER CONSfRUCiION DOCUYENTS.
<br /> C. CON$fRUCT 7EAIPORARY CONSfRUCf10N ARFA ALONC ACCES$ORNE BY 7HE S�PR�WCfR. 2. IN5I/LLU710N P�RT S-E77677CCV170N
<br /> 1. U15ERf5,EYBEDOED COUPO![Nf5 AND OPENMIGS
<br /> D. BR�NG T1f IEASE AREA AND PCCESS DRNE W/TURNMOUND 0. ENSURE CROWfH OF SEEDED AND tA�SCAPED ARFAS.Bf WAiEPoNC, A FOUNWilONS SFillll HAVE A IIINIMWI SlX WCH(67 CONCREfE COVER UI�ER POSf, p ��pp�pR�{p�1 COORpNAiE AND CROSS-CHECK ARCHRECfURAL,
<br /> TO B/SE WURSE ELEVATqN PPoOR TO INSTAWNC FOUNOpiqN. W TO 1f¢PoIM OF RElE0.5E FR04 1HE COMRACf. COHIWIff TO ��g E����^Wwa�������^���.��, M I LLI KI N
<br /> E. APPLY SOIL SfEPoLRER PPoOR TO PIACII&'r BAff IMiEHULS. REN'ORK iHE BARE AREAS Utlill COMPLEIE COVERAGE 6 08TAINED. B. ALL FENCE POSiS 9W.L BE VERTICALLY PLU118;ONE QUARfER WCH(1/t7 pryp p7NER ITEMS REIATED TO CONCREfE WOPoC AND StW1 ASSUTAE FUl
<br /> F. GRADE,SEE0.���BE,AND MULCN ALL ARFAS OISfURBED BY CONSfRUCf10N 4. i�LD OWWiY COMROL C. AT CORNER POSIS�h P�S�0 SDES OF CAIE FRAYE,FABRIC SIULL� '�°"gB�TM�TME P'���`n°�'�°�°���R�. UNIVERSITY
<br /> (INCLUqNC UNDERGRWND VIR11Y F/SEMEMS)OIMEDN7EL7 AFfER BRINdNG �p�Spµg 7p NAXMUy pENSpy�N ACCORDANCE WfIFi ASfll D-1557. AT������T��µD TENSION BIWD-C11P5 AT flFiEEN(IS)INCH B. PROVIDE FORME�OPEtdNfiS WHERE NEOUREO FOR WORK TO BE EMBEDDED
<br /> LEASE AREA AND ACCE55 ORIVE W/NRNAROUND TO BfSE COURSE ELEVA710N. µ��pp�yEM WILL BE IXCAVATED AND REFlLLED AT IMERVALS. IN AND PASSWG THROUGM CONCRETE lff►IBERS.
<br /> WAiER TO ENSURE GROWIH. CpMRALfOR'S EXPElSE. WDIGiE PERCENfAGE OF COIIPAC710N
<br /> ACMEVEU ON AS-BURT DRAWINGS. D. AT U POSIS,fABPoC 9VdL BE AiTACHED WIIFi BAND-CUPS AT FIFiEEN G ���h������������µD SEfTING OPEMNG.
<br /> C. R�OR A�S DIREC�fED 9Y Po�C�CEIRTION ZONE TO AN AUTHORRED tt�CH�(157 tNfERVALS. A0T5.RECESSES,CH0.SES,SLEEVES.80LT5,ANdiORS,AND OiHER INSERfS.
<br /> H. AFTER APPlICA710N5 OF flWLL SURFACES,APPLY SOL SiER1UZER i0 SfONE 5� ���n� E. FABPoC SWLLL 8E ATTACHED TO BRACE RAILS,TEtLS10N WIRE AND iRU55 RODS D. INSfALI CONCRETE ACCESSORIES STRAIGIR, LEVEL ANO PLUMB.
<br /> SURfACES A. PROTECT SEEDED MfAS iROu ER090N BY SPflEADWG SfRnW TO W11N liE-CI1P5 AT 7W0 FOOT(2')IMERVALS. 2, REINFORCEMENT PLACEMENT
<br /> 5. SUBMIITALS A UlBFORM 1005E DEPfN 0► 1-2 INCNES,STAKE AND ilE OOWN AS F. A IIA7(MUN CAP OF ONE PlCN NALL BE PERMRTED BEIWEEN lIE pLUN tJNE FABPoC A PLACE REINFORCEMEM, suaaor�o arao secuaeo ncwrisr o�wwceMerrt. 1096 W.DECATUR STREET
<br /> A. BEFORE CONSIRUCiqN �����������u�����N��� AND THE FNAL CRIIDE. B. ENSURE REINFORCINC IS CLEAN.FREE OF LOOSE SCALE, DIRT,OR OTHER DECATUR,IL 62522
<br /> ff IAPIDSC�WING IS APPl1GBlE TO THE COMRACf,SUBMrt 1W0 COPIES OF hlE FOREIGN COATINGS
<br /> tANDSCAPE PIAM UNDER NURSERY L£flERHEAD. IF A IAtiDSGPE ILLLOWANCE WAS 8. ALL TREES Pl/aCm IN COWUNCf10N WIIH A I.At�SCAPE CONTRACf G. WiE SW�LL BE NrSTAtLED 50 LOCKS ARE ACCESSIBLE FROM BOTH SDES. C. WELOINC IS PROHIBIfED ON REINFORCING S7EEl AND EMBEDMENTS.
<br /> INClU0E0 IN THE COMRACT,PRONDE AN REWZED L15fINC OF PROPOSED COSTS W41 BE WRAPPEO,iIED WITH NOSE PROTECiED N1RE,AND SECURED D. MINIMUM CONCREfE COVER FOR REINFORCING SHALL BE THREE INClffS(37 UNLE55
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