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I <br />1 \ I I I I <br />I I I e <br />1 � I <br />' I I <br />I I <br />1 I <br />1 Ilb— <br />INFILTRATION BASIN <br />I a <br />\ 7 <br />100 YR BASE FLOOD I ' <br />ELEVATION BOUNDARY — — — — I �` " CB 2 <br />\ <br />EL=862.8 (NAVD 88) I I / — RIM=88 5 � N -- --- —� 959( ,Wl <br />18" <br />INV=868.$2 �— << CB <br />18 IN RCP—RI v1-1--88.30 <br />A INV=877.78(E) 85 <br />\/ o� <br />I I n INV= ^ INV m ^ <br />\ I I �m w <br />I r <br />m o <br />\ PROPOSED <br />LOT LINE m <br />WOODED I I I <br />I I O z <br />�I z^ r LL <br />I I zl 0 <br />I I M <br />I I <br />I \ I I ® 0 $ v <br />30 FT TOPI OF _ I _ I INV= <br />BLUFF SETBACK it <br />TR C1 <br />I I I <br />I <br />EXISTING BUILDING <br />I I ROOF=906.88 <br />I I� FFE=884.88 Ids.r <br />\ I \ I O ^ PED. <br />HYDRANT LOC. I ^ I EAST ENTRY d: RAMP rr v <br />SERVICES NOT �� I I) GB 5 SIDEWALK) <br />MARKED <br />BM TNH E <br />a:. <br />ELEV=886.18 <br />d d <br />I BASEMENT LEVEL <br />I II n II I GARAGE ACCESS <br />PROPOSED 4-STORY <br />I \ I I I I OIG <br />APARTMENT ADDITION LOCATIONS W/ - <br />o O <br />� _ �-- <br />I J I II A=20,22 SF MECH. PLANS— — SM 1 1 <br />j I I FFE= 887.00, GFE= 877.00 <br />1 •e <br />d' <br />I I IA A..° <br />. . . . . <br />d 5' CONCRETE <br />N <br />PED. SIDEWALK <br />I I I ------ RAMP _77 V <br />I I I — 8 <br />�, ► I I I lECON <br />I I <br />I I I 7 <br />II I <br />I I 1 B612 CURB <br />TOP F BL FF � I BASEMENT LEVEL & GUTTER <br />`� \ I GARAGE ACCESS II SM � <br />1 <br />12 <br />LANDSCAPE \ <br />I I RETAINING WALLS <br />g <br />I SPLIT RAIL <br />FENCE <br />� a oti <br />\ � J <br />14 <br />1s \ B612 CURB <br />GUTTER <br />CD <br />� I <br />� � I <br />® cD <br />o, <br />CB 9 <br />B612 CURB <br />& GUTTER I <br />V <br />' d ° <br />12 <br />/ <br />V' <br />H2O , / <br />/ a <br />—BM TNH <br />ELEV= <br />/ 890.00 <br />C�� <br />GRAPHIC SCALE 60 <br />15 30 <br />( IN FEET ) <br />1 inch = 30 ft. <br />- NOTES: <br />CD 1. BASE PLAN USED IS A SURVEY PREPARED BY <br />BM TNH BOGART, PEDERSON & ASSOCIATES. <br />ELEV= <br />j 10 888.62 2. ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS <br />SHOWN ARE APPROXIMATE ONLY. CONTRACTOR <br />SHALL CONFIRM ALL LOCATIONS AND ELEVATIONS <br />PRIOR TO CONSTRUCTION. CONTRACTOR SHALL <br />CONTACT UTILITY COMPANIES VIA GOPHER STATE <br />ONE—CALL ONLINE OR BY CALLING 811 OR <br />1-800-252-1166. <br />3. ALL CONSTRUCTION SHALL CONFORM TO THE MOST <br />RESTRICTIVE OF THE PROJECT SPECIFICATIONS, THE <br />STANDARD SPECIFICATIONS OF THE CITY OF ELK <br />RIVER AND THE LATEST EDITION OF MNDOT <br />STANDARD SPECIFICATIONS FOR CONSTRUCTION. <br />4. EXISTING ZONING: FOCUSED AREA STUDY (FAST). <br />PROPOSED: PLANNED UNIT DEVELOPMENT (PUD). <br />5. REQUIRED PARKING STALLS = 152 (2 STALLS PER <br />UNIT). PROPOSED PARKING STALLS = 172 (52 <br />GARAGE STALLS, 120 SURFACE STALLS). <br />6. TOTAL LOT AREA = 205,598 SF (4.72 ACRES), <br />EXISTING IMPERVIOUS SURFACE AREA = 131,882 SF <br />(64.1%), PROPOSED IMPERVIOUS SURFACE AREA = <br />98,192 SF (47.80 <br />— L <br />y <br />0 <br />M <br />o�ma•' <br />U y"' 01 --o <br />QO <br />U W •C <br />Z6p <br />n <br />n <br />O <br />U O O O <br />0 <br />CF E <br />13:�Q <br />w <br />QI— <br />z <br />U -0 O N <br />0 <br />M <br />ams <br />Li rn <br />0 <br />O Col -N <br />LL] <br />N <br />C <br />z <br />iEo <br />m U 3 <br />� Z <br />O J g: <br />O <br />O <br />3 T <br />m 0 <br />T'0"O_r_ <br />u� <br />-0 a <br />N N p <br />o' <br />(� <br />N LN <br />t L _0 <br />LJ <br />O N <br />_ O O 7 <br />3: of <br />U) <br />z <br />0 <br />w <br />REVIEW PLAN =°°�-, <br />NOT FOR CONSTRUCTION <br />3o <br />z <br />W <br />13:�Q <br />w <br />QI— <br />z <br />a- <br />0 <br />Q <br />Q <br />a_ <br />LL] <br />CD <br />z <br />iEo <br />zz <br />O <br />u� <br />o <br />m <br />LJ <br />CD <br />o <br />m <br />X <br />W <br />Q <br />_j <br />O = <br />(J� <br />III�� <br />REVIEW PLAN =°°�-, <br />NOT FOR CONSTRUCTION <br />3o <br />