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1/2 <br />DRIVEWAY FOR 2018 <br />I ANCE TO vARLABLE <br />R <br />wnoi 8612 <br />NRBAN) <br />17 1/2° HO 1/2"I <br />Si IRMOI INTAR1 F <br />NOTE, <br />4,01WELOER,,,CSITgE MILL E 5,91.0 5 1.5. 24. N FRONT OF THE <br />OLIA10MFAIME SAW C. AND REMO, ERIS NO DMULINOOS 181 X FRONT OF THE <br />APPROVED: <br />1 - 2016 <br />\ <br />STANDARD DETAILS. <br />CURB AND GUTTER <br />C,T, R,TE 16 ST, 1 <br />CURB AND GUTTER <br />INSERT A, <br />1.5. TYPE SP 9.5 WEARING COURSE MISTURE I.S.E.009) <br />BITUMINOUS MATERI L FOR TACK COAT <br />• TYPE SP 12.5 NON WEARING COURSE MIXTURE (S.P.B.11. <br />5 <br />N.r11 TN7104 nUTIG=T"'SE° <br />REFERENCE NOTES <br />21330041,4kT TRTXSSLI.ACE 0. ClAnrciry TOPSOIL Br.. RAIAEVARDS. <br />2 CLASS 5 .ADATI N IS MODDRIED PER CRY PLATE No. STR-26 <br />83 <br />0 <br />120 <br />6 <br />1711E20 <br />Il00 <br />=a_ AMRPKOZ°7`,I° OLIA71+ <br />20/510022220ALL BE 6. THICR, 6' SIDE. PLACED PREPARED 31111GRADE. <br />CONCRETE CURB A 0 GUTTER PER PLAN. SEE CITY PLATE No. SYR-I. <br />APRROVED <br />RA\1oI0Y <br />CI, PLATE <br />No <br />STR-5 <br />111 SCP/AL <br />STANDARD <br />DETAILS <br />32' - URBAN STREET <br />• <br />37 URBAN STREET <br />7810107+000 <br />202.7 'Dr '1'0111'12 <br />6 <br />-• 5 <br />RAN <br />Nonlue. ?gx•rs 0 <br />1•1 I II=±LI I1127212010220701 <br />SFCTION A -A <br />NOTE. <br />®21009EEP.fi'Re PII9rPR' <br />®8202221021211512022025121225252802202202001 <br />(") <br />NOT TO SCALE <br />• <br />ill APPROVED, STANDARD DETAILS: <br />10 - 2015 CONCRETE SIDEWALK <br />STR-3 <br />CONCRETE SIDEWALK <br />°"'" , <br />:CITEii:ETTJ",L EFL"."' <br />IMRE' <br />,7747.,Zg''"s <br />21 <br />22 <br />RECTANGULAR <br />H P <br />- rcT <br />- WALLS TO DE <br />(Inn AR <br />20.107 <br />hygsg De7porUar= 07 ;Tx <br />STORD LINES <br />FLOW FROM INLET TO ouTaT <br />RUCTIERL ROM PI EC/STING TO .E INVERT IS GREATER <br />APPROVED <br />4 - 2007 <br />(oily of ti <br />RAMSEY <br />STANDARD DETAILS: <br />CATCH BASIN <br />PLAT' "*. STOE1 <br />CATCH BASIN <br />DARDNS PER PP. <br />SECTION <br />41 <br />TEE <br />°POUT DOC <br />ROUSE <br />aVALMMT25 <br />A -A <br />STANDARD DETAIL <br />TO 11.9. A h011 FROM INLET TO OUTLET <br />VZ2VSZU27° <br />,-ATTrare, ITRTICT'SLIRETN CASTRIC TO SHE 19199,93- IS GREASES <br />71 TIPT4 WES PPS TO NO IN „SUCTSRES. 9 9119.CCI MADE ON ALL SER.. <br />S.T"S <br />APPROVED: <br />1 - 2016 <br />I 1 <br />STANDARD DETAILS: <br />STORM MANHOLE <br />• <br />STORM MANHOLE <br />ME ADOWCREEK BUILDERS <br />HARVEST ESTATES <br />2ND ADDITION <br />RAMSEY, MINNESOTA <br />IN. * <br />-,C=GET=Tr. <br />CONSTRUCTION DOCUMENTS <br />03.2019 <br />.• • <br />L ANDFORM <br />rmen31.01.1 • • <br />C7.3 <br />