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DRAWN BY DESIGN BY <br /> A.G. C.W.P. <br /> Ell <br /> 1c*icnyKEI BY.W.P. PRO-.ND. <br /> C.W.P. 12-1388 <br /> ORIGINAL DATE: <br /> - JUNE 1,2012 <br /> KEY NOTES ��� I <br /> C.TRANSITION TO ZERO CURB HEIGHT <br /> `aVOi Know what's below. <br /> / 14'E-W INV. pB STANDARD CURB HEIGHT <br /> / 99p066{SS .� ///�/ ,' Call before you dig. <br /> / _E7)4L�7M��ILLN. V, // / C MATCH INTO COSTING CURB/ iBM it <br /> . / / 1/ I/! / /✓/!````''!/r]'/'� ! / 0 PEDESTRIAN CURB RAMP <br /> / / EXIST CB. ! //.' !. / // •/ / / <br /> / /IM=910.97 / / / / // <br /> // // // 12"INV.=906.6 �'// .! /// '`,��!�// / /!J/ "// %%/ / J/ / /._ QE SANCXIT AND MATCH EXIS7ING BITUMINOUS <br /> / / r // / ! / r /r ! F REMOVE EXISTING ENTRANCE-CLOSE CURB CUT <br /> �' / /% EXISTING BUILDING -'/ / / / O <br /> / / / DE 06.909. /// /. - ! !i/ ' MATCH EXISTING CURB W NEW CURB <br /> ! 't /i / /- /`i ©TIP-WT CURB WHERE ADJACENT TO SIDEWALK <br /> ./ '-,"•.�//:,. / . .11L`. ...�G—%1/�•�'1��1�1 L�-�c..L QH RP-OUT CURB BETWEEN PONTS <br /> e <br /> [[77gq55jj yU/� <br /> 1 Rill. H O <br /> :CONNECT TO NNCA CORED ILL 111 <br /> //' \ Q <br /> (INVERT 90430� I / \ N <br /> '' ORWwNp•1112Z•e -B'NON-PERFORATED DRAIN TILE �Wi I.1 11 <br /> }, �D•T/-r ---•2 _(INVERT VARIES)__ • _ _ _ Cx61m0 a'NM WM. _ <br /> HYDRANT is. - / - _ _ / _ I <br /> ICI 1 <br /> -- ------ --- ------- ---- - 4120 L^., J e ;`v 9"aLLY.^: RDV 1.07 <br /> IM ads /// <br /> T 175.0 I i y <br /> ) �1\ K PERFORATED GRAIN NNE I". <br /> •.4'POW.CRAIN ILE 1.•...f•^`'„„( .(C IOE913.35 I 3 U <br /> 0l (SEE FILTRATION BASIN DETAIL) �,.'��..^ 9N 9n.71 g o ¢ <br /> (_, �M SLOPE N POROUS •<'�"' ;"•C�%, ' d>'y�p4:I <br /> \ 1 I II I I V�� PAVEMENT AGGREGATE /', ,ti I y Ji'I-C <br /> 11 I II �� \' � Via' <br /> ' 1 1 x. �' wmaw <br /> I 309 5th AVENUE '� E Z <br /> ¢ 11 0 <br /> I i I 2—STORY BUILDING �I t <° <br /> \ o It FOOTPRINT AREA = 27_,B27 SQ. FT. = ,��>. _ w <br /> L 1 1 I PROPOSED ADDIRON N APPROXIMATE HEIGHT ABOVE GRADE25' \ I T. <br /> ' all( i'')..sr../.,,,..!12..‹,t3,1 .,.0Iv 011.32 1_ <br /> ,, \` C.G.2 �. C��� n "�4�� IR1 915.30FPI <br /> .nIX TEND EXlSRNC SANITMYREMOVE OOSDlIC ^ -,GO. INV 910.89 lITV#(/), <br /> 'C . 'iI` .7`. RIM 914.00 ` C <br /> SEVER IANO8CH WATER SERVICE ( c'A. Amp,4.^ .gip'WV 912.47 I I = m '0- <br /> INTO PROPOSED ADOIDON i.C(i- / I 1 C <br /> II// l8O "'�! I I I <br /> ®� I - TT3.9 a/ .1 J -- - c - -i-� Ei <br /> r r r I1 1 Ei <br /> -1'I I -- I I / IYEwV.00/9 I I-_ 11 I <br /> 0 - - 1 I I r 1.- 1 - --T---- <br /> J PREPARED FOR: <br /> J I ROSA <br /> o ` l I I ®� ® Ft 0.6'N. at -----_t-----I -- P 1 ARCHITECTURAL <br /> T !4d 50.0 ui I hilt GROUP <br /> es- I J/ • ',.�/L _ _ _ 2V-6 161C 0 1,71E Y.'JI <br /> I ffi <br /> A i e% . i e% e% e% <br /> / H3e>1 ���4��fp Cf11NE T TO DIMS CATCH <br /> @ASW VIA-ADBE.OPoLL.-- 1 It'41f a.LA \_ <br /> -/ ROAD Rh/NV 20 - -- -20 WV 910.40---w�Ofti In RuA1 i4,,,...,4 <br /> �_> ACCESS NEDIAH R-2es4 BITUMINOUS NEow o av_909, S Enslwc <br /> I CONNECT TO EXISTING 10'PIPE E RESTORE DISTURBED BITUMINOUS PER HYMANT SITE PLANNING <br /> 1111UIY INSTALLATIONS I 6 ENGINEERING <br /> WV�199'_PS (FIE1.D_.S'PI Yj. _ (MATCH IXISTNG PAVE/EMT SECTION) PLOWS <br /> REMOVE COSTING UPSTREAM 10'PIPE N\ <br /> l <br /> I r - - 1 _ • — — _ 1 \ .91h ENGINEERING,INC. <br /> 1 I I ` 7'p, 12 WV..9;N <br /> 0 i O I 12'SE WY.9D75 6776 LAKE DRIVE <br /> I I ` ' I '�LA SUITE 110 <br /> LINO LAKES,MN 55014 <br /> EXISTING BUILDING 11 EXISTING BUILDING I I I 1 PHONE:(651)361A210 <br /> \ I I FAX:(651)381-8701 <br /> FIST C_B_ <br /> 12 9NV.B907.9 I I I NORTH <br /> I I II <br /> '\ I I I I I I 0 10 20 <br /> 1 INCH=20 FEET <br /> CURBING,PAVING&UTILITY PLAN C3 <br />