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I <br />I <br />n <br />RIM -920.5 <br />NV(N)=909.4_ MATCH EXISTING CURB <br />INV(S)=909.4 I <br />INV(W)=909.7 & GUTTER/PAVEMENT <br />AV I <br />RIM=920.7 <br />--->> >>--->>--->>___ _ -- - INV(E)=913.7 <br />____>>--->>--__� 3=� >__-_ _____� _ NV(w)=91 s.7 COMMERCIAL BITUMINOUS <br />RIM=919.6 > '_? ---» DRIVEWAY ENTRANCE PER <br />INV(SW)=911.4 I STM \ <br />INV(E)=911.6 - \ CITY DETAIL <br />H S H <br />GV <br />H� c = X15 MATCH EXISTING CURB <br />& GUTTER/PAVEMENT <br />ii l ii M o� ASS v <br />ti j it C /\ <br />w \ � .9 5 <br />19 <br />9/ / -«-_ <br />l ill 41 24 4 x 3tK <br />7 4 <br />M�l P£O <br />n l i 4 ° 1 Rq 4pSTR/AN <br />�u l l illl l 4 �1 <br />-6' <br />CONCR9YP e 'v9,O £T£ g ASK \,b.ryp � <br />v <br />7 C) <br />Bv <br />/ <• 2 �� <br />R <br />� 4 5 <br />ii l ill l 4 <br />2 <br />GAT rn ,O <br />23 b v <br />a lil ii 8 ° GA T£ � <br />0 4 �� 1 R4 <br />�u 02 <br />tel° i� it l ro� p� 00�£j? 0 7p A �v v� <br />�� / 4 6� /Mp Y AI?£A OU <br />\ w V u <br />K ��<� EM o / PR pP £RV/pUS� <br />� � � � l eU��O �SF� 6 GRA ` ° °, 7 �� � vIII I V <br />pNE NG �S•3 AR£q S \� I j n ' <br />d k / 9341 STORY �S.� 'I i li <br />4 111 V <br />AT 3 F I <br />G £ 6 0' BCD PLANC£ S££ 1/ i i I I V II <br />NS FOR 0E Cy 8 6 1 / i / I /1 1 <br />�S. <br />/ < / ❑C1 e V A \ _ h GRA A 11 <br />e \ � \ � 6 SS <br />oh <br />She \ ` PR£SC ?0 <br />°he \ co X85.3 '°LAy HOOL 0 <br />MA °he ° l \�£ OTD u <br />TCN £X 5 e o MP£R VS\ , DOOR <br />` / / c.o , v <br />�q TRAM PA T CONC <br />4 £ <br />£T EXISTING �? <br />q v 4 ?� WETLAND <br />11g-� <br />9 0 � <br />Ug <br />uq_._ ohe / <br />ue u9\ <br />u9 n ohe <br />ug <br />° �\ <br />zo _ <br />\ / <br />INV_914 <br />6. \ R ohe/29 <br />ue ohe <br />ue. \ // <br />\ v q _ ohe <br />u _ I CS H <br />9 <br />� o <br />ue 9 o \ <br />Ug <br />At <br />IV,' ` ,4D Qe I T-7° <br />(CsAki <br />V <br />y^ <br />SITE PLAN NOTES <br />1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE <br />NOTED. <br />2. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF THE <br />BUILDING UNLESS OTHERWISE NOTED. <br />3. ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWISE <br />NOTED. <br />4. TYPICAL PARKING STALLS ARE 9' X 18'. <br />5. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS <br />AND BE INSTALLED WITH CAST IRON TRUNCATED DOMES. <br />6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD <br />VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES <br />PRIOR TO THE START OF SITE WORK. THE CONTRACTOR SHALL <br />NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES AND/OR <br />VARIATIONS FROM THE PLAN. <br />7. UNLESS OTHERWISE SHOWN ON THIS DRAWING, CONTRACTOR SHALL <br />PROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS AND EXPANSION <br />JOINTS IN SLAB ON GRADE, SIDEWALKS AND DRIVES PER THE <br />FOLLOWING REQUIREMENTS: <br />CONTROL JOINT MAX. SPACING: WALKS -8' O.C. <br />ALL OTHERS -10' O.C. <br />SAW CUT CONTROL JOINTS MINIMUM j CONCRETE THICKNESS. <br />EXPANSION JOINTS MAX. SPACING: WALKS -24. O.C. <br />*ALL OTHERS -40' O.C. <br />*AT ALL POINTS WHERE A CHANGE IN PAVEMENT THICKNESS <br />OCCURS AND/OR WHERE NEW PAVEMENT WILL MATCH EXISTING <br />PAVEMENT, AN EXPANSION JOINT SHALL BE PROVIDED. <br />DOWEL ALL EXPANSION JOINTS: 24" O.C. MAX. <br />SITE PLAN KEYNOTES <br />1. INTEGRAL CONCRETE WALK/CURB. <br />2. PEDESTRIAN CURB RAMP. <br />3. CONCRETE CURB DRAINAGE FLUME. <br />4. LANDSCAPE AREA. SEE LANDSCAPE PLAN. <br />5. IRRIGATION CROSSING. COORDINATE WITH IRRIGATION PLAN. <br />6. CONCRETE STOOP. <br />7. SITE AREA LIGHT WITH CONCRETE BASE PER DETAIL C8/8. <br />LEGEND <br />EXISTING PROPOSED <br />PROPERTY LINE <br />EASEMENT LINE <br />CURB LINE <br />BITUMINOUS PAVEMENT FL <br />CONCRETE WALK � <br />SANITARY SEWER --->->- <br />> <br />STORM SEWER <br />->> <br />WATER MAIN <br />- - - - <br />UNDERGROUND GAS <br />ug <br />UNDERGROUND ELECTRIC <br />ue <br />OVERHEAD ELECTRIC <br />one <br />WETLAND <br />- - <br />FENCE LINE <br />x <br />MANHOLE <br />O <br />HYDRANT <br />HYD MH <br />GATE VALVE <br />x <br />UTILITY POLE <br />-0 <br />LIGHT POLE <br />SIGN <br />CY) <br />ELECTRIC METER <br />O <br />CURB STOP <br />o <br />CLEANOUT <br />o <br />HAND HOLE <br />O <br />SIGNING AND STRIPING NOTES <br />1. ALL SIGNS SHALL BE PLACED 18" MINIMUM BEHIND CURB <br />UNLESS OTHERWISE NOTED. <br />2. SIGNAGE SHALL INCLUDE SIGN, POST, HARDWARE, CONCRETE <br />FOOTING AND STEEL CASING (IF REQUIRED). <br />3. PARKING LOT STRIPING SHALL BE 4" SOLID WHITE PAINT. <br />4. ALL HANDICAP STRIPING, MARKINGS AND CROSS -HATCH <br />SHALL BE 4" SOLID BLUE PAINT. <br />5. ALL SIGNS SHALL MEET THE MINNESOTA MANUAL ON UNIFORM <br />TRAFFIC CONTROL DEVICES (MMUTCD) FOR RETRO <br />REFLECTIVITY AND INSTALLATION. <br />SIGN SCHEDULE (PER MMUTCD) <br />0 STOP SIGN: R1-1 (24"x 24") <br />© HANDICAP PARKING SIGN: R7 -8m W/R7-8b (12% 18") <br />SITE DATA <br />ZONING: <br />LOT AREA: <br />NET AREA (LESS ROW): <br />HARD SURFACE AREA: <br />BUILDING: <br />PAVEMENT: <br />PLAYGROUND: <br />TOTAL: <br />C�II►.�eI�1�I�:71� ��I�I��� <br />82,437 SF <br />72,205 SF <br />9,301 SF 13% <br />23,954 SF 33% <br />5.050 SF 7% <br />38,305 SF 53% <br />PERVIOUS SURFACE AREA: 33,900 SF 47% <br />PARKING SUMMARY <br />STANDARD STALLS 51 <br />HANDICAP STALLS 3 <br />TOTAL STALLS 54 <br />0 15 30 60 <br />( IN FEET ) <br />11 BENCHMARKS 11 <br />1. CB RIM ALONG NORTH SIDE OF FRENCHMAN <br />RD. N., MIDDLE OF PROPERTY, PER PLANS <br />PROVIDED BY PLOWE ENGINEERING, INC. DATED <br />10/18/12 - ELEVATION = 920.05 <br />2. CB RIM IN END RADIUS ON NORTH SIDE OF <br />FRENCHMAN RD. N., SE CORNER OF PROPERTY, <br />PER PLANS PROVIDED BY PLOWE ENGINEERING, <br />INC. DATED 10/18/12 - ELEVATION = 918.86 <br />CALL BEFORE YOU DIG <br />Know what's below. <br />0111 before you dig. <br />z <br />Ln <br />Z c <br />• <br />00 <br />D <br />O O <br />0 <br />Z <br />i z <br />x <br />W <br />LL <br />'0 <br />UL <br />z <br />N <br />CY) <br />01 � <br />UM I-_ <br />Z <br />00 <br />W C <br />Z <br />M <br />cin0 <br />f0 <br />� <br />� N <br />Z 11 <br />Q) <br />W O <br />O <br />0) <br />_r_ <br />00 <br />d <br />M <br />Z <br />Z <br />0 <br />J <br />Q <br />fo <br />CL <br />o� <br />0 <br />Z <br />LV <br />a) <br />W <br />V <br />� <br />c <br />V <br />01 <br />LUIZ <br />2 <br />N <br />C <br />Ce <br />Ln <br />Ln <br />N <br />Zz <br />^C � <br />W <br />Z <br />Q v) <br />0 <br />c rn <br />Vru <br />m 2 <br />Q <br />Ln � <br />0 <br />� <br />OL <br />Ln <br />Lfl (7 <br />L <br />REVISIONS <br />1. 02/09/16 Per City comments. <br />2. <br />3. <br />4. <br />5. <br />6. <br />DRAWN BY: <br />BRS <br />DESIGNED BY: <br />JTR <br />ISSUE DATE: 01/06/16 <br />I hereby certify that this plan, specification <br />or report was prepared by me or under my <br />direct supervision and that I am <br />a duly <br />Licensed Professional Engineer under <br />the <br />laws of the State of Minnesota <br />Name: Joseph T. Raaddacchh, P.E. <br />Signature: <br />Date: 01/06/16 License #: 45889 <br />C3 <br />of <br />8 <br />