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I1 <br />FES rc <br />INV 946.38 <br />O`�� <br />'t ti4.� 4 <br />S oe4 0� - <br />��,�� e � <br />SKIMMER J <br />NV 9G1.00 <br />FES I FES G <br />NV 9<).00 INV 94].00 <br />� t� m nq ` <br />9'r' O n <br />je�. <br />� � <br />N � ��S <br />� n � <br />I , �, . , I RIII 952.�Q C6 F . <br />I ' , � �NV 946.Oq RIM 954.1j <br />INV 950.17 <br />�� 26 LF 6' PERFORATED <br />I DRAiN TILE VATH SOCK <br />3 <br />RS I I <br />I <br />_�_�_—.. <br />R■ <br />� <br />-t�i —c �—_���—� I <br />I I <br />I II II <br />I I I <br />I I � I <br />21 Li fi' SCHEDULE 40 - r� <br />CORE DRILL INVERT I' I <br />PVC O I.00I FOR 6� DRAIN iILE <br />PND REPtACE �� 1 <br />CASiiNG �� c <br />162 LF 6' PERFORATED ` �� I <br />DRAIN TILE WITH SOCK ___________________�.�'"� � <br />" """""""'""""""'""""""' "'""._.. <br />� 6' PVC 6' PVC <br />�� INV 956.50 S.� INV 956.30 <br />��/ � <br />�. <br />. � <br />3 � <br />� <br />�L— <br />..9_....�.�-�� <br />� <br />, , , U lL ' l I <br />- � LF 10' SCnEDUIE 90 <br />CB E <br />RIM J51.77 <br />� INV 944.86 (5) �Zp <br />iNV 42.14 (W) � RCP <br />; 92 LF 12' CLA55 V <br />— > RCP O 2.00S <br />, . Ys.� �.y - � .r� ... <br />'`t`� W <br />� (� � <br />U <br />CB <br />� HV <br />l2 LF I2' cLA55 v , , 3��" _ WC 0 5]Ox <br />RCP 9 I.80l. „ i ':CAIIP."0303dX]2 � � I � I I <br />�L9 L � <br />II II RiM 952.60 . . � ' SADOLEA RISER � k � � ' <br />�� �� MV 948.6(I <br />_ _ <br />_ -_ - =�=1�/ \� <br />I I <br />I I <br />i <br />I <br />I <br />,:�:I <br />r. 'I .. <br />>� ! ..I �I <br />.. I <br />I : . <br />.: , -��.�,.. � � �•;..12� LMP INV 948.2] �2' CMP+iNV 94B.5Z ..:;. � <br />..... � .. _.�_.T—_____�__-4.�.��__�- . � . . . <br />.. _ J . <br />, � � <br />zo <br />� <br />NORTM <br />i1UTILITY PLAN <br />C30 i"=ao' <br />0 30' 60' 90' <br />LEGEND <br />— - - — PROPERiY �INE <br />EXISTING SPOT ELEVATION <br />��+ E%ISTING CONTOUR <br />�- � E%ISTING STORM SEWLR LINE <br />EXISTING NMlHOLE <br />� � E%ISTING CATCH BlSIN <br />+� � -��. � EXISTING S4NITARY SEWER UNE <br />� . E%ISTMG WATER MAIN <br />� EXISTING HYDRANT <br />. EXiSTiNG WTE VALVE <br />� +- EXiSTiNG GAS LINE <br />EXISTiNG fENCE LiNE <br />. EXISTiNG LiGnT POLE <br />♦ EXISTiNG POWER POLE <br />EXISTING SIGN <br />EXiSTING TREE <br />O PROPOSEO STORM SENER <br />� PROPOSE� GTLH BASM <br />'"""""""-"""""""""""' Pli0PO5ED �RAIN TiIE <br />NOTES <br />I. ALL E%ISTiNG INfORMAT10N TAKEN fROM SUMEY BY SUNDE <br />IAND SURVEnNG. LLC. �RTED GEBRUARV I0. 200H. <br />2. CONiRPLTOR TO F�ELD VERifY ALL E%iST�NC CONDrti0N5 <br />INCLU�ING LOCATIDNS OF E%ISTING UTILITIES, AND NOiIFY <br />ENGINEER OF ANY �ISLREPANCIES PRIOR TO STMTING <br />CONSTRUCTION. <br />3. ALL MEAS OISTIIRBED BY CONSTRUCTION WHICH ARE <br />OUTSIpE THE LIAIRS OF PANNC ARE i0 BE RESTORED AND <br />REVEGITATED. <br /><� ALL UilLltt DEMOLITION AND/OR ABANpONMENT TO BE <br />PERFORNED IN ACCORDPNCE WRH Cltt OF ROSEVILLE AND <br />STAiE Of A1INNESOtA REGUTATIONS ANO STANOMDS. <br />5. E%ISTINC UTIUTIES AFE SHOWN IN THEIR APPROxIMATE <br />LOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OF <br />ALL EXISTING UTILITIES WHICH NAY INCLIIDE BUT IS NOi <br />LiMIiED T0: ELECTRiC, TELEPHONE. GAS. CABLE rv, <br />LOMPUTER CABLE, GIBER OPTIC CABLE, SANITARY SEWER. <br />STORM SEWER AND WATERAWN. CONTRI.CTOR TO CONTACT <br />GOPHER ONE-CALL BEFORE ExCAVATiNC. <br />6. ALl E%ISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO <br />PEAVJN UNLE55 NOTED OTHEflWISE. <br />]. CONTHACTOR TO PftOTECT FROM DPAIACE ALL EXISTING <br />IMPROVEMENTS. LANDSCAPING. STFULTURE$ AND UTILITIE$ <br />THAT ARE TO REWJN. CONTR/�CTOR TO REPNR PNY Dn1AAGE <br />AT OWN E%PENSE. <br />8. ALL WORN TO CONFORM WITH Cltt OF ROSEVILLE AND STATE <br />OF MINNESOTA STANpARpS M'0 REGUlAT10N5. <br />9. CONTRACTOR SHPLL OBTNN ALL REOUIRED PERMITS PRIOR <br />TO STMTINC CONSiRUCT10N. <br />10. WtSTE MATERIFLS INCLUOING PAVEAIENT REMOVED OURINC <br />CONSTRUCTiON. WfSTE PIPINC PND SUPPLIES. CONSTRUCTION <br />OEBRIS AND EXCE55 EXCAVATEO IMTERNL StWLt BECOME <br />THE PROPERIY OF THE CONTRACTOR AND SHAII BE <br />REA10VE0 FROM iNE PROJECT SITE MIO OISPoSED OF <br />PROPERLY BY TNE CONTRACTOR. <br />� <br />1 <br />I • 3 <br />I <br />I <br />11. AOEOUATE DRYNAGE SHALL BE MAINTNNED AT AlL TIMES <br />�URINC CONSIRUCTiON AND ANt DRAINAGE ORCH OR <br />STRUCTURE OSTURBED OURMG CONSTHULTION SHALL BE <br />RESTOREU TO THE SATISFACTION Of THE OWNING AUTHORItt. <br />ALL CONSTRU.:TION STORM RUNOFF SHALI COMPLV WITH TME <br />NRTiOW�L PoLLUTANT DISCHPRCE ELIMIN4TION SYSTEM <br />(NPOESJ REOUiHEIAENTS. <br />12. WHEN WOR1(ING AROUND ExSTING UiILITIES THAT BECOME <br />E%POSEO. THf CONTRACTOR SNALL PROViOE SUFFICIENT <br />SUPPORT TO �REVENI EXCESSIVE STRE55 ON THE PIPMG. <br />TnE CONTRqCIOF i5 FULIY RESPONSIBLE FOft PNY DMWCES <br />CAUSED BY FNIURE TO EXPLTLY LOCATE AND PRESERVE <br />iHESE UNDERGROUND fACILITIES. <br />l�ir\�i� r��1T r+r\wiC"��r�r-�i1/'���-�rr\�r <br />