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<br /> GENER�L NOTES
<br /> 1. iREE RE40VALt 22. COL6INATION CONCRETE CURB AND GUTiER� l. TNE CONSU�TIMG EMGINEER SXAII NOT GUARANiEE iNf 110RK OF 1NY CONTFGCTDR OR SUBCqITIGCT0R,
<br /> iNE CONTRALTOR SXALL REWDYE TREES �5 SIIOIIM [N TME PLAN$. TMIS �ORR SM�LL TME CONTRICTOR SX�LL PL�CE C0�6[NAT[ON CONCRETE CURB �ND GUTTER, 1S SNOtN SIIAIL NAVE NO AUfXORITY TO STOP �ORK, SMALL NAVE NO SIJPERY1510N OR CONTRO� AS TO TIIE /ORK
<br /> IEET TME REOUIRE1ENi5 OF SECTION 201 OF TXE SSRB �ND�LL OTNER REFERENCEO IN TlIE PLANS. TNIS IIORR SXALL �EEf TnE REOUIREYENTS OF SELTION 606 OF TME OR SAFETT �IN, ON, OR�ABOUTSTNE�BTSITE ORHNAVE ANYTCONfROL�OFxiME SAFE� ORSA WiACY
<br /> �Ri1CLE5 AND SECT[ONS. SSRB�ND �LL OTHER REFERENCED ART[ClES ur0 SECilONS. pF �NT EOUIPIIENT, BUILO[NG LpPONENT, SCAFFOLDING. SUPPOR75. FOR45 OR OTNER�pRK �105.
<br /> 2. E%CAVAfION AND EL6ANKMENTi 27, VAINT PAVEIENT WRKINC�"� IN 110DIT[ON, REFERENCED SECT]pN5 AND ARTIClES OF iHE 5T1Np�Rp SPECIFIC�TIONS FOR ROI�D 1Np
<br /> TNE CONTRACTOR SXA�I GR�pE iME SI7E �S SNOA1 lM TXE PLANS, TNIS�ORK SN►LL TXE CONiR�CTpR SN�LL PL�LE PAINi PAVEYENT ►YRR[NG �'• AS SMOtN ON TXE PL�NS. ��� CONSTRIICTION ISSRB) $MALI APPLY ANG BE IDDIiIED AS FOLL0�5�
<br /> NEET TXE REW[RE►ENiS OF SELTION 202 AMD SECTIOM 205 OF TNE SSRB�ND�lL TNIS�OR[ SH�II 11EET TXE REWIREIENTS OF SECiION T!0 OF TME SSRB AND ALL UNpER SECTION IOS OF i11E SSRB, �DD TME i0LL0111NG SENTENLEe IqTX[NG CONTAIqED HEREIN
<br /> OTxER RfFERENCED ARi1CLE5 �W SECTtOMS. OTNER REFERENCED �RTICLES uM SECiIONS. SXALI RELIEVE i11E CONiR�CTOR OF (TS DUTY TO OBSERVE �NU C01PLY �[iN �LL �PPLICABLE LAtS.
<br /> 3. CONCREiE P11D REYOVALt 2�, PAINT PAYE►ENT WIiKINC SriBOLSt NOR SN�LL iXE CONSUL?[NC ENGINEER 8E RESPONSIBLE FOR TNE CONTR�CiOR'S COIFLIANCE OR
<br /> TNE CONTR�CTOR SX1LL CO►PLEiE RE1pVE AMD DISPOSE Of T�iE CONCREiE P�DS�S TNE CONiRACTOR SN�LL PLALE P�1Nf PIVE4ENT WRK[NG SYMBOLS AS Sn01M ON TnE �'C0IPLIANCE IIITH SUCN LAtS. UI�ER ARi1CLE 107.01 OF 7YIE SSR AOD TXE FOLLOIIINC$ENTENCE�
<br /> SNW1N IN TNE PLANS. i� CONCNETE P�DS SX�LL BE DISPOSED IN ACCORD�NCE �IfH PL11N5, TNIS WHK SN�LL NEET THE REpU1RE►ENTS OF SECiION T80 Oi TNE SSRB CONSUITINC ENGINEER SHALL NOT BE RESPONSIBIE FOR CONTRACiOR'S pU Y TO OBSERYE AND CWPLY
<br /> TNE REOUIRE�ENTS OF ARTICIE 202.03 OF TNE SSRB Alq ALL OTHER REfERfNCEO �NO�ll OTNER REFERENCED �RTICLES AND SECTIONS. ■ITH THE PROVISIONS OF iX15$ECTION, OR FOR CONiRACfOR'S FAILINtE i0 DO S0.
<br /> ARTICLES ANp SECT[ONS. 2. THE CONTRACTOR 1CNEE5 TN1T N[/S1� SN��� �SSUME SOLE �ND CO►PLETE RESPONSIBILITY FOR J08
<br /> 25. LICXT POLE FOtINpAiION RE1pVAL� SITE CONDITIONS WRING TNE COURSE OF CON57RUCTION OF iX15 PROJECf, INCIWING SAFETY OF
<br /> �. TRENLX BACKFILI� iNE CONiRACTOR SNAIL REIIDVE LIGXT POLE FqJN0AT10NS 11NERE [NOICAiED ON TXE ALL PRpPERTY� THAT TH[5 REOUIRE►ENi SHAIL APPLY CONiINU0U5LY ANp NOT 8E LIYITED TO NORIML
<br /> TXE CONTR1CTpR SM�LL PL�CE TRENLN BALRFILL 15 SNO�N 1N TME PL�NS. TNIS tORK PL�NS. TNIS tOflK SNALL YEET TlIE REOVIRE►ENTS OF SECiION !�2 OF TXE SSRB �ORK[NC NOURSt AND THAT TNE CONTRACTOR SMALL DEFENO. INDEWIFY ANp i1pLD fXE 0�1ER
<br /> $N1Ll YEE7 TIIE REOUIREIENTS OF SECTION 20! OF TXE SSRB AND�LL OiXER ANp A�� OTf1ER REFERENCED �RTICLES �ND SECT10N5. AND i11E CONSULTINC ENGINEER M1R41,E55 iRp1�NY INp �LL LI�BILITY RE�L OR ALLEGED. IN
<br /> REFERENCED ARTICLES AND SECTIONS.
<br /> 26. SICN RENOVAU CONMECTION IIITX TNE PERFORWNCE OF 110NK ON TNlS PROJEC7.
<br /> 5. SEEDING. FER71l12ER AND EROS[ON CONTROL BLAN¢ET� iME CONiRAtTOR SHALL REMCVE ALL SICNS I�Mltx IAAY INTERFERE 11[TN
<br /> iHE CONTR1CTpR SN�LL SEED. FERi1LIZE AND PUCE ERp510N CONiROL BI�NKEi ON CONSTRUCTIOM OPERAilONS AND STORE THE4 ON TNE JOB SIiE AS D[RECiEO BY TNE ]. REFERENLES TO TNE SSRB SNAL� BE [NiERPRETED AS REFEREMCES TO TNE "$T�Np�Rp SPECIFIGTIONS
<br /> A�l DISTURBED�RE�S. TNIS�ORR Sx�l� IEEf TXf REOUIRE►ENiS OF SECiION 250 IIOSPITAL. SIGNS OR POSTS O�IYGED BY i11E CONTRACTOR SXALL BE REPI�CED BT FOR ROAD AND BRIDGE CONSTRUCTION" ApOPTEG J�NWRY 1, 700T. �RTICLES DE�LING�ITN►ETNOD
<br /> Alm SECTION 251 OF THE SSRB AND ALl OTlIER REFERENCED ART[CLES AND SECi10M5. N]WFIER Ai MIS/F1ER 0�11 E7lPENSE. THE CONTRACiOR SMALI RE-ERECT TNE SIGNS [N OF 1EASIlRE11ENT ANp IETHOp OF P1YIENT VORTIONS OF REFERENCED 5TINDARD SPECIFICATIONS
<br /> 6. iE�PORARY ERpS10N CONTROI SEEDINC. PENIMETER EROSION CONTROL iENCE AND iXE APPROPRIAfE LOCAilONS. ORCANIZATIO PLY, COPIES Di TXESE $PECIFICATIONS CAN 8E PURCNASED FROY TFIE FOLLOIIING
<br /> (NLET �Np P]PE PROTECTIONt 2T. FEMCE REMOV�It
<br /> i11E CONTRALTOR SNALL �PPLY TE►POR�RY ERDSION CONTROL SEEDINC IN iXE iXE EXISTINC FENCES �IiNIN TXE CONSiRUCT10N LIYITS SN1Ll BE DE►OIISMEO �ND IlLIN0l5 DEP�RT►ENi OF iR�N57pRT�TfON
<br /> DISTURBED AREAS. TNE CONiRACTOR SNALI Pl110E PERIMETER EROSION CONiROI O15POSED OFF iXE JOB SITE BY THE CONTRACTOR IN ACCOROANCE �[TN TNE t700 S. DIRRSEN V�RK��Y
<br /> FENCE AS SFIOIM IN TNE PLANS. THE CONTRACiOR SHALI GL�CE 1111Ef ANp PIPE APPLICABLE RECULAT[ONS. SPRINGfIELD. IL 62T6�
<br /> PROTECTION Ai A�� REOUIRED LOCATIONS. THIS IIORK SNA�� IEET TiiE
<br /> REOUIREIENTS OF SECTION 280 OF TNE SSRB 11ND ALL OTNER i1EFERENCED 29. BOLL�RD REMDVIL� �.00T.STITE.IL.US/DESENV/STDSPECSI.XT4L
<br /> �Ri1CLE5 ANp SECTIONS. iNE E%ISTING BOLLAROS ■IiMIN TNE CONSiRUCT]ON LIwITS SN�LL BE DEhOL15/1ED
<br /> �ND D[SPOSEO OFF TMf JOB SITE BY THE CONTRACfOR IN�CCORO�NCE ■ITN T� �, THE PLAN DILENSIONS�ERE DETERYINED FRqA f1ELD $URVEYS. TNE CONTRACTOR SXALL FIELD VERIFY
<br /> 7. AGCREGATE BASE COURSE. TYPE B� MPLICABLE REGULATIONS. ALL DII�ENSIONS AND EIIISTING SITE CONDITIONS PRIOR TO BIODINC.
<br /> THE CONTRACTOR SNALL PLACE ACCREGATE BASE COURSE. TYPE B Ai A MINIMW
<br /> TX[CKNE55 OF 6,0 INLNES�i TXE LOCATIW�S �ND ELEVITIONS S�q�N IN TNE PUNS. 29. ��TER Wlq� 5. THE TERrS ^PL�CE". ^CONSTRUCT" �Np ^[NST�I�" SH�II BE INTERPRETED TO IEAN "FIIRMISX ALl
<br /> THE �OR[ SNALL YEET TXE REOUfRE►ENiS OF SECTION SSI OF TXE SSR6�tq �LL iXE 11�TER WIN WY BE �1A�C900�ND SMALL COIiPORN TO TME Si�ND�RD EWIP►ENf, WTERI�L 1Np�1BOR 70 CO►PLETE TXE 110NK".
<br /> OTMER REFERENCED ARTICLES�NO SECTIONS. SPECIFIC1ilONS FOR t�TER WIN 11ND SEIIER CONSiRUCT10N IM IlLiM015 FIFiM
<br /> EBIifON OATED WY 1996 OR LATEST VERSION. 6, TNE CONTRACTOR SNALL BE RESPONSIBIE FOR LOCAT[NC AND PROTECT[NG UTILITIES OURIMG AND UN71L
<br /> 8, x0i-NI% ASPXALT BINDER LOURSE. 417t ^C". IL 9.5� iXE �ATER WIN COIN�CTION SHALL BE PERFOR►�ED IN ACCOROI�NCE ■ITN TME C01iLET10N Oi TNE PROJECT, Ui1LIT1ES SXOn1 ON THE PLANS IrtRE LOCATED IN TXE FIELD AND/OR
<br /> TIIE CONTR�CTOR SNALL PL�CE MOT-YI%�SPXA�T BINDER COURSE. YI% "C", IL 9.S LITY OF OEC�TUR, Ill[N015 STMq�RD SPECIFICAf10N5 FpR t1TER WIN �OC�TEO FRO4 11tCXIY1� D�T1, THESE LOC�ilONS �RE CONSIDERED APPftOXIW1iE. TxE COMiR�CTOR
<br /> �T 1 41NIWM TN[CKNESS OF 2,0 INLNES AT ixE IOL�TI0N5 �ND ELEv�710N5 SNO� CONSTRUCTION RE�[SED W� 1996 OR LATEST VERSION�NO TIIE ST�Np�RD 5�u�� yEplFv TNE E7t�CT IOC�ilONS IN i11E FIELD. IJ.U.L.I.E. 1-600-892-01271
<br /> ON iXE PL�NS. TXIS YORK SM�LL NEET TNE REOUIREIENTS Oi SECTIOM�06 Of iNE SPECIFICITIONS FOR ��TER W!N �ND SEIIER CONSTRUCTIOM IN IlLIM015 FIFiN
<br /> SSRB AND ALL OTNER REFERENCED ARTICLES AND SECTIONS. EOIfION OATED WY 1996 OR IATEST VERSION. 1. IpRK SxALL CONFORY f0 TNE CITY OF DECAiUR CONSTRUCTION STANOARDS AND ADA REWIIRE1ENi5.
<br /> 9. HOi-NIX �1SPXALT SURf�CE COURSE. MIX^C", IL 12.5� ]0. F1RE XYDRINTS� 8. TNE CONTRICTOR S�ULL PRpVIDE EROSION CONTROL NE�SURES TO NEEi ALL REGULAiORY IIEWIREIENTS.
<br /> TNE LONTRACTOR SNA�I PL�CE �iOT-YI%�SP11AlT SURF�CE COURSE, Y11f "C", IL I2,5 F)RE XYORINTS 511�1L CONFOPY�IiN TNE CITY OF DECATUR, ILLIN015 ST�ND�RD
<br /> �T � MINIWM TX[CKNE55 Of 2.0 IMCNES �t iXE IOC�T10N5 �ND ELEVITIONS SMWm SVECIFICAfIDNS FOR ��TER WIN CONSTRUCTION REV[SfD W1Y 199! OR LATESi 9, A�L RADII AID 011EMSIONS ARE f0 EDCE OF PAVE►ENT UNLE55 OiXER11[SE NOTE0.
<br /> ON TXE PLANS. THIS MORK SNALL NEET TXE NEOUIRE1ENi5 OF SECfION�06 0� iXE VERSION ANO TXE STANpARp SPECIFICATIONS FOR �AiER W11N AND SE�ER
<br /> $SRB AND ALL OTHER REFERENCED ARTIClES ANp SECTIONS. CONSTRUCTION IN [LlIN015 ilfiN EDITION DAiED W1' 1996 OR lATEST VERSION. �0. RIN ELEVATION IS SET AT F�O�IINE.
<br /> 10. fEYPORIRY RIIPt !1. CONLRETE il/tUST BLOCKSe 11, STORY tAiER RUNOFF 11ND DEffN710N POR 1►PROVEIENTS DESIGMED IN 1CCORD�NCE �ITN LITY Oi DEC�iUR
<br /> iXE CONTRICTOR SN�LI PL�CE � TEIpORARY R�1P�T TNE LOC�TION Sil01M ON TXE CONCRETE iHlUST BLOCRS SM�LI CONFWa1�IiM TIIE CITt OF OECATIX2, ILLIN015 POLICY IN EFFECT AT TXE DATE Of DRAIIIMC �PROVA6.
<br /> PLANS. TXIS�ORK SHALL NEET THE IiECUIREIENTS OF SECTION 406 OF TNE SSRB AND STAIqARD SPECIFICATIONS fOR �ATER WIN CONSTRUCT[ON REYISED W1Y 1998
<br /> ALl OTNER REFERENCED ARTICLES ANO SECTIONS, OR LATEST VERSION AND TxE STANpARO SPECIFIC�TIONS FOR tATER W11N AND SE�IER �z, ALL CONTRACTORS�ORKING IIITXIN TXE PUBLIC R.0.11. NUST BE LICEMSEO ANp BONpED
<br /> CONSTRUCTION IN {LLINOIS iliTX EDITION OAiEO WT 1996 OR lATEST VEflS10N. ■�TN TNE CITY OF DECATUR
<br /> 11. BIiW�N0U5 IYTERI�LS IPRIIE COATI
<br /> TXE CONTR�CTpR 511�LL PL�CE BITWINDUS W1fERI�lS IPRI►E CO�iI �T MI 32. S�NITIRY SE�ERt 13. AN EYIROIiENTAL SUNVEY tA5 NOT PERFORIiED AS A PART OF TNIS GESIGM.
<br /> APP�ICATION RATE OF 0.�0 GAVSY PRIOR TO PIACING iF1E BINDER COURSE AND AN iNE SAN[T�RY SEIIER SNALL BE INSfALLED IN ACCOROANCE ■ITN TIIE STANDARD
<br /> APPLICATION RATE Oi O.OS GAVSY PRIOR TO PLACING iME SURiACE COURSE . TXE SPECIFICA�IONS FOR tAiER W]X ANp SEIrtR CONSiRUCi1UN IN ILLIM015 FIFTM 11. ALL PAVED SURFACES SXA�� BE SAt CUi FULL DEPTN PRIOR TO REIAOVAL tINLESS OTHERtISE NOTED YIERE[N.
<br /> BIiWIN0U5 WITERIALS IPRIIE COATI S�u1ll IEET TFIE REOUIREYENTS Oi ARTICLE EDITION 011TED YAY 1996 OR LATESi VERSION AND THE CITY Oi DECATINt, IlL1N015
<br /> �0&DS OF TNE SSRB AND ALl OTNER REiERENCED�RTICLES �ND SECilONS. STIINDARD SPECIFIC�TIOMS FOR 51N[T1RY SE�ER CONSTRUCTION.
<br /> 12. PORil1ND CEI�ENT CONCRETE 510E11�LRt
<br /> THE LONTRACTOR SH�LL PLACE PORTLAND CEIENT CONCREiE SIDE�ALK AS SX011N IN
<br /> THE PLANS. TMIS�ORK SHALL 1EEi THE REOUIREYENTS OF SECTION 424 OF TNE SSRB
<br /> AND ALl OTNER REiERENCED �RT[CLES I1ND SELTIONS.
<br /> 1). PAVENENT REIADVAI, SIDEIIALK RE►DVAL. C0161NAf10N CONCRETE CURB AND CUiTER
<br /> REYOVAL AND DRIVE�AY REIqVAL�
<br /> iHE CON�RACTOR SNALL RE110YE iNE PAVE4ENT. SIDEIIALK, C0161NA710N LONCRETE 1.0.0.T. STANpARDS
<br /> CIptB 1N0 GUTiER �Np TXE DRIVEIIAY AS SMO�M IN TXE PL415. TN[5 NORK SXALI
<br /> ►EET TxE REWIREYENTS OF SECTION��0 Oi ixE SSRB�ND �LL OTMER REFERENCED ze000i-a iEMPOR�RY EROSION CONTROI SYSTEYS
<br /> ARfICLES �RU SECTIWK. 12�001-05 CURB RAIPS FOR 5[DEIIALKS
<br /> ]1. RETAININC�ALL REIpVALt
<br /> illE CONTRACTpR SM�II REWYE TXE ENi1RE EXISTING RET�INIMG��LL 11NERE 602706-02 INLEi TYPE B
<br /> [NDICA7E0 IN TXE P��NS, iN15 �OflR SNALL YEET TME NEWIAE►ENTS OF
<br /> SECTION SOl OF il� SSRB �ND �LL OTMER REiERENCED �RTICIES �ND SECTIONS. 606001-W CONCRETE ClINB TTPE B�NO
<br /> iiiEEEXPOSEDUREINrORCEMEN�AiNENDSCOF�TNE RETAININCS�AL�SMALLNBE�EPDXY C0161NATION CONCREiE ANO CUTiER
<br /> PAINiED. A YINIWM 1/�" % 2 I/�^ TAPCON LONCRETE SCNE�S�ITN 1 MINIMIM I"
<br /> E48EOYENT INTO TXE END OF THE E%[STING CONCRETE RETAIN[NG tALI SX1Ll BE 701701•06 UR9AN �ANE CLOSIIRE. MILTIL/u+E INTERSECTION
<br /> INST��LED �T 6" SPACING 1Np IN Tr0 ST�CGEREO ROK. ONCE iHE EPO%Y VAINT
<br /> XAS FULLY CURED. $HOTCRETE SXALL APPLIED i0 A YINIWY iX[CKNE55 OF 2" AT TOISOI-05 URBAN �ANE ClOSURE. 2L. 2�. U►WIV[DEO
<br /> ilff ENDS OF TXE RETAININC t�ll. SHOTCRETE PROPORTIONINC AND PI,ACELENT
<br /> SN�LL COMPLY/ITX TXE REWINE6ENi5 OF ACI 506.2, "SPEC[F[C�iIOMS FpN WTERi�I 701606•06 IIRB�N L�NE CLOSURE. WLTIL�NE. 2��ITX►qUNTABLE 1EDIAN
<br /> PROPORiIONING ANp APPLICITION OF SXOTCRETE.^
<br /> 701901•01 fR�fPIC CONTROL DEVICES
<br /> 15. CONCREiE 1EDIAN, 6"�
<br /> T�iE CONTRACTOR SMALL PLACE CONCRETE MEDIAN, 6� AS SFp�N IN TNE PLANS. TXIS C[TY pF UEC�TIIR STANpAR05
<br /> �ORR Sx�IL ►EET TXE REOUIRE11ENi5 OF SECTION 606 OF iNE SSRB�ND ALL O7XER
<br /> REFERENCED �RiICLES AND SECT[ONS. 1050 DRIYE�111f AND P1IVEIENT PATCNING
<br /> I& STONN SEtERS� 2000 WNqLE TtPE A
<br /> TIIE LONiRACTOR SHALL INSTALL SiORY SEIIERS AS SFIp�N IN i11E PLANS. iX15 IIORK
<br /> SNA�L 4EET TNE REOUIRE►ENiS OF SECTION 550 OF TNE SSRB AND A�L OfMER 2010 Y�NiO�E OET�IIS
<br /> REFERENCED ARi1CLE5 AND SECT[ONS. 2p20 FRYE �ND L105 TYPE 1
<br /> li. SiORN SErEa aEMOVAL�
<br /> TNE CONTRACTOR SHALL RENOYE iHE ExI5T1NG STOnY SE�ERS�ERE INDIC�7ED IN 2030 DROP STAtl
<br /> TNE PLANS. THIS �ORK SNA�� LEET TNE REWIRELENiS OF SECTION 551 OF TME
<br /> SSRB AND ALL OTXER REFERENCEO �RTILLES AND SECTIOMS. 2050 TREMCN B�CKFILL �WG BEDDING
<br /> 18. IMNXOIES TO BE ADJUSTED� 2100 PREC115T REINFORCED LONCRETE FLAi SLAB fOP
<br /> TN[SC110RKASHALLS�EET TDHEJ REOUIREYENTS��SE T[MI�G0�2��TlIE SS�RBPAI�IpNSALL FOR►WNHOLES AND C�iCX BASINS
<br /> OTXER REFERENCED �RTICLES�NO SECTIONS.
<br /> 19. IN�ET TYPE A► iYPE B AND IYlilOLES� 3000 IMIEi, 7YPE •
<br /> TNE CONTRACTOR SHALL INSTALL IIiET TYPE A [NLEi iYPE B. A1� NANXOlES A$ 3051 FRAIE AND CRATE. TYPE 11 ► 11V
<br /> SHWM IN iHE PLANS. TXIS�ORR SFIALI YEET fHE REOUIREIENTS OF SECf10N 602
<br /> OF TNE SSRB AND A�L Of11ER RfFERENCED ARTICLES AND SECfIONS. �000 TTPIC�I FIRE MYDR1Ni SETTING
<br /> 20� iXE�CONTIL►CTOq�S�HALL�REYOVE TFiE E1tI5T]NG INLETS IIFIERE INDICAiED ON iHE �020 CONCRETE BLOCKINC IIATERNAIN 6" i0 10"
<br /> PLANS. THIS �ORR SNALL 1EET TXE REOUIREIENTS OF SECTION 605 OF TXE SSRB �021 CONCRETE BLOCKINC IIATERW►IN ]Y' TO �2^
<br /> 1ND ALL OTxER REPERENCEO �RiICLES AMD SECTIONS.
<br /> 21. REYOVING EXISTING W�NWLES�
<br /> TFIE CONTRACTOR SHALL RE40YE THE E%ISi1NG WNMOLES IMERE [NDICATED ON TFIE
<br /> PLANS. iN15�ONK SNALL IEEi TxE REOUIREYENTS OF SECTION 605 OF ixE SSRB CENERAL NOTES, SPECIFICATIONS AND STANDARDS
<br /> AND ALL OTHER REiERENCED ART[CIES AND SECiIONS.
<br /> ED.. LOBBY AND ADM[TTING EXPANSION
<br /> /� RE��5�ON5 ST.VARY•S F�$P�TA� �V
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