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eN.mm— <br /> ► // ems` <br /> / �/ UTILITY AND SURFACING NOTES: <br /> ."IIIIIIIIIhgg., • <br /> • <br /> .� Vrai I WATER NOSAN ANT SEWER MUSS <br /> SERVICE <br /> • I WATER MMN AND ANY WATER SERVICELRSF3SHALL BE PIAG®ATA hWNNNA DEPTH <br /> O F]5 FEET BELOW MIMED GRADE 1 - <br /> CB FL=857.0 INV=8437 �\ / `k 2 If CONFLICTS ARE DSCOVEREI)INHERE WATER MAN CROSSES DIMING SANITARY <br /> 1111111 <br /> -��� 1) I Z SEWER SERVICE INN OR NORMSEWER THE WATER MAN SHALL BE RAISED OR <br /> INV=$53.4 �® + �\� he LOWEREDAPPROPRLATNY WIRESTt.MANnANNG A MRIIIAUM DEPTH OF 75fEET BELOW <br /> ��p /I�j" / s FINNED GRADE <br /> � 858—rwa6. m Sjoqui67Architects,Inc <br /> _ 3 MINNESOTA <br /> TA PLUMING <br /> SFRKIINICIQMOl14 aBBWIFFEp BM EIf. 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TEM ROLLING OF THE SUBGRADE SLUM BE OBSERVED BY A GUMMED GEOIECNNICM +peealeollo"or repod was prepared <br /> / a• 1Y' ••� PHOSIOISCREP LACE CONINRETE OEWALKTO OR •y ma OT under my direct supervision <br /> Y. tliti .-fdbeill: <br /> �`� 1I7� ` Brv•MB3 I O ' TI� IRELBIIW Korb M OMMN SPEC 21R)SHALL EREPA ED TOME SIXnBOMGIX fTHEI GNEER PRIORI DOI/y �� ` . •`�/�V / /tSB � ,• •IRWaGI [VNIYOIs Korb YwlRE NSW SPEC 21111 SHAM BE REPAIRED TO ME SATISFACTION Of THE ENGINEER PNOR IO Ond Mellamodulyllcen+ed <br /> V THE td6d11 1, N 140e$EGAIE NYSE COMPAC110N IESING W NBMTRENCNfS SHALL BE <br /> 2 V ^ �. /` •W., ✓, a'�q` b MnY CGNCeM AMIN DEMO 7HErfe PLA(D•YAN MGGREGATE BASE <br /> FApineer Under the laws of The slate <br /> /eb of .4 �NA•�' L� 1N •nl--uyG >�i., 'E/, e }fa� SawMF aAvnn.f oFa <br /> / bl ) /Air <br /> /• w "p11ROlS /•`!� 6!4 <br /> • U �'/ •e. �• Wm MI» ss, 2 GRAVEL BASE COURSES SHALL BE ROLLED AND COMPACTED TEST ROLLNG OF THE <br /> �yOI 0C• ,1 ITC.. VC WAi! 2JI' �• / NV •MIT• GRAVEL BASESHAII BE OBSERVED BYA SOTS ENGINEER 10 VfRFY S1ABIlBY <br /> \e:D � ' ,& NV Bn aF pjT CMI 1�[IP YFFRMIE <br /> 30lwA1+ , ) , MOOR no loam 3 SEE SHEET CIC0..I FOR SPECIFICATIONS REGARDING ME CONSTRUCTION Of PAVEMENTS <br /> • h ! �i ��� D •' / OOVEIIICAG AVIONICS la AND CURB AND GUTTER III SC II L2 PE <br /> j .rakJ J o `I •+, MRldAeLO wo4wnNSI nE1C Da/1s/7013 41114 <br /> UCEN <br /> _7 NON1q.wATt <br /> � 86�rPvc s.relAa. I l � �� ''�, r DATE OCE/ftt NO. <br /> r��S +y �� RJ ! , i � �i� Q o]13Y13 PAW <br /> /e L�Qa ' ...//IA N9. I .., !_ WAom IM EyETNG <br /> l l/ Bin.` /'• / I A.. <br /> `�- '// pi' <br /> ,woNlRa to txE1.10 <br /> MB <br /> �A a cs.' _��f• y�' +. J// P A�IA ae iAcco•calT'owc+nEMw wn 1220 <br /> - ;,••• 14.,i, <br /> \ .i I''` / ' W.91+E rTala,E(LIb.. <br /> �� ©41 �\ - , ,'��\ j� 0b OUTER ��, .) t. '��`` Al 12030 <br /> oda,Eta holed limbs. <br /> ffor <br /> -�`V' �•F., <br /> ^ - .� ,Pf S <br /> ^.. 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S'7(... 111010. <br /> CONRACIOBSr MOVE Mt.00AOTTN. <br /> eke / / COINS nMANI�eIMle .OP MI R.11.00 <br /> 5 I i <br /> o O •F• <br /> .001woy .-2�iN 1 <br /> v 850 COUNTY ROAD D WEST <br /> _ _ �h� Y �`864 •V: /40, <br /> NEW BRIGHTON, <br /> 57.86 // <br /> 9°38.00°E .5 �� �� rNH , MINNESOTA <br /> 00 �_�p8• PATER MAIN ���t•+% r 864 7 <br /> --4114111111111 <br /> iv <br /> VAT • MAIN <br /> F CO UNITY ROAD D 33000 <br /> • <br /> 1/4 S. line of the SE. 1/4 of the SW. 1/4 S. 1/4 cor. of <br /> of Sec. 32, T. 30, R. 23 Sec. 32, T. 30, R. 237 SCALE:1"=30' <br /> I I I <br /> • a w <br /> UTILITY&PAVING PLAN <br /> C- 102 <br />