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� � � o �, 2 I �o EXISTING 12" WATER MAIN <br /> � C�TY Of OECATUR <br /> I/ � , <br /> I 200' 35 I � <br /> � � <br /> I.P. - SE COR PROV/DE TRAfF/C G'pNTROL DUR/NG <br /> PLACE TRENCM BACKf/Lt TO I � N �� LOT 1 � ROAD CLOSI/RE. PLACE TREMCN <br /> Y�OVTS�DE EOGE OF ORn�Fw�r o NE 'i SEC a-15-2 °�- BACKFitt TO P�OtrT �DE EDGE Of <br /> AND REPAlR SI/RfACE /N K/MD. I o PAVEMEMT AMD RF�A/R SURfACE INATER MAI�V NOTES <br /> � � 30 �N K/ND. <br /> 1.ALl MATER MAIN COMSTRUCTION. YATE8Ul5. AND TESTING SHALL BE IN ACCOROANCE MIiH <br /> t � THE CONSTRUCTION STANOAROS OF THE CITY Of OECATUR. IF AlL ITEA15 OF wORK ARE NOT <br /> tC/Tl' Of OFCAT(/R OPT/OMJ I jn 90* I PROV/DE /Y'xd'TAPP�N� StEEVE COVEREO 8Y THE CITY SiANOARDS. TME MORK SHALL BE DONE IN ACCORDANCE MITH THE <br /> F/R N!� RANTs STA /1� �RT ' M a VA(�YE �STA O'OOJ 'STANOARD SPECIFIGATIONS Fat MATER d SENER MAIN CONSTRUCTION IN ILLIN015". <br /> ZOO fIfTH EDITION. MAY 1996 ANp THE ILLIN015 DEPARTMENT Of TRANSPOHTATION STANOARD <br /> Q'Jt �Y6'� �jS/A Y•I�iOA��� � / SPECIf ICATIONS FOR ROAD ANp BRIOCE CONSTRUCTION. <br /> TIONS /�A •��AT� VALV� O NORTH I / 2.MATER MAINS ANp SERVICE L�NES SHALL BE SEPARATEO FRpA SEPTIC iANKS. DISPOSAL <br /> 44�196� _ � - - FIELOS u� SEEPpGE Bf�S 8r A NINIMJM OF 25 FT. <br /> 3.THE IOCATIONS Of THE EXISTINC UNOERGROUNO Ui1LITIES MERE OBiAINEO FROY THE CITY <br /> O � -� �{32.00� 17 M t 6 ��-�■ • STREET � DECATUR RECOROS. IT SMALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL <br /> - , UNOERGROUNO UTI�ITY LOCA'fIONS. <br /> �~~ r~^~� PROV/DE4p/8LF �89� �.BEFORE STAtiTING ANY COIISTRUCTIWI ACTIVITIES THE CONTf1ACTOR SHALL CALI J.U.I.I.E. <br /> I O I 69 - 50, AT t-B00-892-0123 TO IOCATE UNOERCROUND UTILITIES. <br /> �n d'D.bIVATER YA/N. 5695-3 EXISTINC FH <br /> � S.NINIMUY DEPTM pR BURY SMALL BE �'-0". ALL PVC SERVICE PIPING SHA�L 8E INSTALLED <br /> PR�V/DE �PVC a0 � a0 3O 3 MITH TRACER MIRE fON FUTURE LOCATION PURPOSES. <br /> I SERV/CE L►NF fROM � ►N O ' 6.ALL MATER WIN SHALL 8E DUCTIIE IRfkl CONFpRNING TO AMIIA Ct51. THICKNESS C1A55 <br /> a NEW BUILDING STOP TO BI/ILO�N(� �O� � (q 50. TAR COATED. ANO CEAfHT �I�O MITH PUSH-ON JOINT$ COtIFORMINC TO AIIIMIA Ct11 ANp <br /> I � MORGAN �Y�p �F� �44 °° ��2'�5� 7.iy,� SgRyK� p�pg FRpy 7� p�CflLE IRON 1AAIN TO THE STOP $HALL 6E COPPER WATER <br /> TRANSPORTATION <br /> �� TU�. 2 INCH. TYPE K. OR GREATER, 50FT IEMpER. FOR UNDERGRaUNp SERVICE. <br /> 120� Zr'J� CONfORAAwG TO AS'1L1 8-88 ANO 8 231. hIE PIPE SHALI.� AIARKEp WI7H TF� <br /> O• C�0 � O�D I �N N OUTSIDE OIAA�TERNOF DiE PIPE AND YINIMUTAD YYEIGIiT PER FOOni $F1ALL NOT BE LESS TFiAtJ� <br /> 2 n' USTEO na ASTu B 25t. TABLE a. <br /> P�/DE TAPS AND f/TT/NGS fOR �� � B.VALVE B�IES SHALL BE CA$T IRON. 8RA55-MaJNTEO. !�N-RISINC STEY. DESIGNED FOR A <br /> I Y C A ' /zy��PPER SERVK$`S ��{ � I IIORK ING Pt�SSURE OF PqT I,ESS THAN 150 P51 M10 SHA�I. C�INtN TO ASTM C 500. <br /> �TA �'O�i D"LT STA Y•/1 iD�(T 153� VALVES SNALL HAVE 1ECHANICAL JOINT ENDS. SFiALI NAVE A CLEAR 1/ATERYAY EOUAL TO <br /> EA • SCRVIC� BOX ANY STOP THE fULI N0611NAL OIAIETER. ANO SHALI 8E OPENEO BY TURNINC COLlNTERClOCK1fISE. <br /> 9•V�LVE BOxES Sri�[ BE CAST-fR�. EXTEN51� TrPE riTH FLutEO BaSE qHD LOpc-TrPE <br /> Ip p M-� R_1 � 3 � � COVER REOUIRING A SPECIAt MRfNCH fOR ftE1qVAL. MININWI THICKNESS SHALL 8E �'. <br /> N °i 2,417± ACRES O � � O�p � N EXTE IR OR�CATEEVAltlESTEA►� 8E ��f LENG N�THATSC BE xADAPTEO L IIITHOUT FULLD OVER <br /> 1.978± ACRES o 0 � ►.• <br /> I �t �''� M � N ^ ( � , qj ��RSION. TO DEPTH OF COVER REOUIREO. THE 110R� 'MATEW' SHAII BE CAST IN THE <br /> �1' .�} N� M t33.25 tO.ALL CORPORATION STOPS AND CURB STOPS SHAIL BE FABRICATED OF BRA55 AND SHALI BE <br /> PROVIOEO 111iH pUTLETS SUITABLE FqR C�PER CONNECTIONS. CURB ST�S SHALL BE Of <br /> I �SS 2.. `f �. � 1 TNE ROUNO-�AY TYPE. i1TTINGS FOR SERVICE PIPE SHA�,1. BE BRASS ANO OF TNE <br /> -�6�6�8� W. ELWIN RD � 4 �� Q N I � ` COFFHESSION TYPE i0R TYPE K TU81NG. <br /> I 1t.5ERVICE BOxES SnAll BE � THE BEST OUALITr IRON. MITH THE SIZE OF TaE BASE <br /> � � o�pp�i 4 ^ � SUfFIC1ENT TO CO�PIETEIr HOUSE �HE SERVICE STp+. Arq Of SUCN CWISTRUCTIO►1 7NAT <br /> 3682/950 ' � _ � q� \ IT SNI1�L BE CAPABt.E OF EXTENSION FROM A MINIMIM OF 3'-6' IN LENCTH TO A AIAXIMIM <br /> � OF B'-6' IN LENGTN. BOXES SHALL BE 3' OIAMETER ANO SMALL BE FI�tNISHEG MITH A <br /> I_ � � ' I 113.5� � CAST IRON COVER lA8ELE0 'MATER'. <br /> OO N ^ I 12.FIRE HYDRANTS SHAI,L 8E ORY�BARREL TYPE OHSICNED FOR A WORKING PRESSURE OF t�Sp <br /> I � ^ � � � � �0 P51. AND SHALL BE OF A MANU�ACTURE ANO PAT7ERN ACCEPTABLE TO hIE pTY OF DECATUR <br /> 00 I . I � 01� WATER DEPARTAIENT AND dTY C�F DECATUR fIRE DEPARTMENT, <br /> I n � � � \'� �� 5 N 13.ALL PLUCS. CAPS. TEES. BENDS. ANO FITTINGS DEfLECTING 11.5 OEGREES OR NORE SHAL� <br /> B E T H R U S T P R O T E C T E O T O P R k V E N T I A O V E t r E N T O F T M E l I N E S U N O E R P R E S S U R E. P�t T L A N D <br /> � �� � C6MENT CONCRE7E BI.00KING SHALL BE A MINIWN OF 12' THICK AND 8E PIACED BETUEEN <br /> 53.00� 63.20� I � SOLID GROUNO AND THE FITT1NCS. THE PIPE AND FITTING JOINTS SHOULO REMAIN <br /> I J N 0 3.75� � ACCESSIBLE fOR fiEPAIRS. <br /> 230.42� �4.00� � � G tA- J � XISTIN �Z" WAT R MAIN ( "•SHALLOCONFOt81I 0 THESSSTAt�AROSSPECIfICAT1a155F�R�AB�piE�R�I��IRAL�iNSTING <br /> I 173.92� 2�2.67 0�0 • V �� � I CITY Of pECATUR = CONSiRUCTIOM IN ILLINOIS." FIfTN EDITIOii. MAY 199g. THE TESTINC Of THE MATER <br /> � 16.SO� ' `t � � G tn � MAIN SHALL BE 085ERVE0 BY A REPRESENTATIVE � TME CITY pF_DECATUR. <br /> �--40--I � q �� ^ 15.TRENCH BACKfILL CONFORMING TO SECTION 208 AND ARTICIE 1003.0�1 � THE ILlIN01S <br /> I � � OEPARTAEN� Oi TRANSPORTATION "STANOARO SPECIfICAT101�IS FOR ROAO At� BRIDGE <br /> CONSiRUCTION'. AOOPTEO JAAUARY 1. 2002 SHALL BE USEO IN TREI�HES UNOER ALL <br /> I I 0 W � 2003/697 p �_ � ���AY SURfACES AND DRIVEWAYS AND NITHIN 2 FEET � THE EDGE OF ANY ROADIYAY <br /> �/ � 74� SURFACES 01i ORIVE�AY. <br /> F-� � 00 � 01 G�D I <br /> I � I W°� I o 1�� 44' � I 7 M <br /> I �`' o I a u�i I N o0 495.37'R 3 1.4 2'-� � rn �� ' in <br /> 3 Sa9S-3 q7 7 <br /> �I '''� I o 45.36 (CH $ 3 3 53.25' S0' � <br /> N �z `r' � STO 24 126' <br /> ?5.28' - - I- � - - 29. ' � i �„� <br /> _ 144' � -`�----- 332.1' <br /> �o►vs � �' ,- , .��- N ----.._.__- <br /> 4/196) la; ol .8S ONE <br /> � � J h <br /> (� N � ' �t � �I <br /> o � g � �� <br /> - - - 4� � °° 144• � `° N i�IIATER MAIN PLAN <br /> - - C.H. _ ».�'� . <br /> 3O - ' " LLC �AL6�l�•too• ►(pRGAN TRAN3PORTATION DRAYN BY�BYB <br /> �' M STONE OnSite En�ineerina, <br /> 96,00� -�� - - _ � / 3028 Lake Blutf Drlve,Dseetu�,IL EE6E1 DATB:OOi�liO4 ELMIN, IL R�V18ED BY� <br /> ^ � � phone 817•092•4468 tax E19•4Y8•19E6 O�N6R: �ORCAN TRAN3PORTATION Ed Ator nn <br /> 50� ' 50 A00 Desl�n Flrm Re�i�trallon No.l94-004E69 <br /> 50 50' S0' 12' 111.5' B� �� �•� Steven Y.esumsnn.P.B. Elr�rin�IL 182532 �Fe�xet287)885-2883 6 <br /> '2' � DRAMIqC N0.� Mor`�nM�terCptl.dln SHB6? NO.: C'1 <br /> MorganWater.dgn 3/31/2006 10:32:09 AM Exnibit ��c�� <br />