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\ I \ AREA TO BE VACATED 8612 CURB \ \ <br />\\ _\ <br />E I & GUTTER <br />i <br />lo <br />H <br />N 1 19 ! \ <br />\ \\ I 3 \ <br />\ <br />CROSSFOADS'.`� I �. -. . 13. . . . . . .:.1 uo- <br />0 <br />\ 5' CONCRETE <br />\ RETAINING SIDEWALK \ \ <br />30 FT TOP OF_ _ WALL <br />\\` BLUFF SETBACK I 6 <br />\ \ BASEMENT <br />\ \ I LEVEL \ <br />\ GARAGE \ <br />ACCESS <br />\ '\ _ _ BM TNH <br />100 FT. SETBACK FROM ' '� ` 2 I I13 LO °�� \ ; ELEV = 893.17 <br />100 YR BASE FLOOD \\ I I PROPOSED �, ( \ \ <br />\ ELEVATION BOUNDARY 20 \ \ I I 4—STORY �, \ <br />APARTMENT \ <br />BUILDING <br />WOODED A=34,058 SF <br />FFE=890.00 <br />GFE-879.50 2� \ <br />FUTURE PARKING <br />FOR CITY PARK \\\ ( \ <br />\ (NOT INCLUDED `\ I <br />IN PARKING <br />STALL COUNT) <br />CROSSROADS <br />\ <br />1 GRASSPAVE <br />4 Zoe <br />\ 4 6' 2CONCRETESIDEK <br />FIRE DEPT <br />Al <br />ACCESS <br />o <br />\ FIRST FLOOR <br />I GARAGE ACCESS 8 <br />II 9 \\\ 5' CONCRETE I <br />\ \ 1 \ SIDEWALK I <br />1 \ \ I I 5' CONCRETE WALK <br />OCK <br />1 \ \\\ I I 13 <br />3612ICURB 9 \ \\ \\\ \ <br />& GU TER \ \\\ \\ <br />\ 20 4 <br />100 YR BASE FLOOD <br />ELEVATION BOUNDARY ` _ — — — . \�\ \ \ \\ \�\\\ `Jo \ <br />EL=862.8 (NAVD 88) <br />S <br />& GUTTERO <br />33' EASEMENT AREA \ <br />\ PROPOSED I �_ <br />LOT LINE I �o ® BMTNHNH <br />WOODED I 3 <br />\888.62 <br />\ I I <br />B612 CURB \ <br />& GUTTER <br />_ I 5 8 <br />\ 30 FT TOP OF s \ <br />BLUFF SETBACK —', TRACT D <br />I <br />EXISTING BUILDING 12 <br />\ 1 ROOF=906.88 5 \ <br />\ / I FFE=884.88 "' 01 \ <br />e! <br />dJ <br />\ RAM <br />HYDRANT LOC.-- EAST ENTRY P <br />I I I � <br />SERVICES NOT <br />MARKESIDEWALKD <br />BM TNH <br />ELEV=886.18 \♦ , : .: 4.: <br />�0 , S ' <br />\ I BASEMENT LEVEL <br />I I GARAGE ACCESS <br />\ PROPOSED 4—STORY <br />\ I I APARTMENT ADDITION s 4.. <br />\� <br />A=20,221 SF 15 C <br />FFE=887.00, GFE=877.00 <br />v I —BM TNH <br />ELEV= <br />\ 890.00 <br />5' CONCRETE <br />PED. SIDEWALK <br />RAMP <br />8 <br />ECO�I li <br />I I 7 <br />I II I <br />I B612 CURB <br />BLUFF,-----'I <br />BASEMENT LEVEL & GUTTER <br />TOP F BLUFF. <br />— � I I GARAGE ACCESS 1 <br />9' 12 <br />\ o <br />\ I LANDSCAPE <br />RETAINING WALLS <br />r <br />II SPLIT RAIL <br />FENCE <br />GRAPHIC SCALE <br />40 0 20 40 80 <br />( IN FEET ) <br />1 inch = 40 ft. <br />NOTES: <br />1. BASE PLAN USED IS A SURVEY PREPARED BY BOGART, PEDERSON <br />& ASSOCIATES. <br />2. ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS SHOWN ARE <br />APPROXIMATE ONLY. CONTRACTOR SHALL CONFIRM ALL LOCATIONS <br />AND ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL <br />CONTACT UTILITY COMPANIES VIA GOPHER STATE ONE -CALL <br />ONLINE OR BY CALLING 811 OR 1-800-252-1166. <br />3. ALL CONSTRUCTION SHALL CONFORM TO THE MOST RESTRICTIVE <br />OF THE PROJECT SPECIFICATIONS, THE STANDARD SPECIFICATIONS <br />OF THE CITY OF ELK RIVER AND THE LATEST EDITION OF MNDOT <br />STANDARD SPECIFICATIONS FOR CONSTRUCTION. <br />PARKING STALL COUNTS <br />RIVERWALK <br />APTS <br />SAXON <br />APTS <br />COVERED <br />107 <br />52 <br />SURFACE <br />102 <br />120 <br />TOTAL <br />209 <br />172 <br />UNITS <br />103 <br />76 <br />RATIO <br />2.03 <br />2.26 <br />rco <br />0 0 <br />U � <br />U <br />N Q0 . <br />W C\2 <br />�oZ <br />M <br />L <br />o <br />o <br />o •� 4 <br />U y-+ p1 C <br />QO <br />U W •C <br />n <br />0 <br />c E '0 <br />U -0 0 N <br />M <br />aCLs <br />W 0) <br />0 <br />O fl -C14 <br />0 0 <br />m 3 <br />U Z <br />3 >, <br />0] 0 <br />T i -0 <br />V O <br />a <br />4) <br />0 <br />N L <br />L L E C <br />0 <br />_ 0 0 7 <br />U) <br />z <br />O <br />W <br />z <br />w <br />� cn <br />�Q w <br />Q~ z <br />a -o Q <br />aw a_ <br />CDz iE <br />zz o <br />o� u <br />mw CD <br />0� m <br />X w <br />QJ o= <br />cnw�� <br />REVIEW PLAN SHED -1.1 <br />NOT FOR CONSTRUCTION <br />