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9 <br />i 9 <br />1p <br />9 \ \ <br />9 \ \ <br />PROPOSED POND 100P \ <br />9 I <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / <br />9 \ <br />\ G 9 \ \ <br />o \ <br />\ \G 9 \ <br />\ 9 \ <br />9 \ <br />\\ \ \ 9 \ KEYNOTES <br />\ \ G 9 \\ 1. MATCH EXISTING CURB/SIDEWALK/PAVEMENT. <br />\ 9 \\ \ \\ 2. CONCRETE DRIVEWAY ENTRANCE PER CITY PLATE GEN-6. <br />\ 9 <br />\ \ 9 \ \ 3. DRIVEWAY CURB PER CITY PLATE GEN-5. <br />\ G <br />\ 9\ \\G 9 \\ 4. 5 FT. CONCRETE WALK PER CITY PLATE GEN-10. <br />5. PEDESTRIAN CURB RAMP PER CITY PLATE GEN-26. <br />\ \ \ <br />\ G \ \ SEE ARCHITECTURAL SITE PLAN A001 FOR ONSITE KEYNOTES <br />\ 9 <br />\ G 9 \ \ \ <br />\"' N <br />\ G 9 \ \ <br />\ 9 <br />9 \ <br />9 \ \ <br />G \ PROPOSED 35 FT. DRIVEWAY <br />9 <br />\ \ 9 \ ACCESS EASEMENT <br />9 �9 <br />o <br />\ 9 \ \ <br />1 \ 9 \s \ \ <br />\ G \9 G \ <br />\ 9 G \ <br />9 <br />I \ \ \\ G \ <br />\ 9 <br />9 \ \\ <br />2do <br />9 <br />1 , <br />1 ' <br />1 I <br />1 , <br />1 1 <br />0O0,6 <br />PROPOSED BUILDING <br />I <br />I II <br />I II <br />I <br />I i I <br />I <br />I I <br />I I <br />I <br />II <br />II <br />I <br />I <br />II <br />17 <br />. _ I <br />II <br />w I <br />17 <br />W PINING <br />- <br />O N <br />I <br />-PIP <br />16 <br />I' M 28 <br />28 16 <br />I <br />24 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />— <br />�' <br />I I I- <br />V G 4+00 A 1-00 2 1 <br />1 _I9 - > <br />do 00 <br />� \ G <br />\ • d <br />1 \ 9 d <br />I A- <br />\ \ <br />X d <br />6koo <br />\ \ \ \ <br />\ 9 \ \ \ \ `\ <br />\ \ G \ \ \ \ <br />\ / 4 <br />/ I \ <br />G G <br />1-1-1 1 <br />ROSEMARY.00WAY <br />4 <br />I <br />�z <br />LEGEND (Ij M o <br />EXISTING PROPOSED U <br />-- PROPERTY LINE <br />EASEMENT LINE W D O <br />r -i BITUMINOUS PAVEMENT C) 13 z <br />---------J O O <br />L°__— °1 —J CONCRETE PAVEMENT U <br />CURB LINE O <br />1 —>> STORM SEWER Of 3: <br />--->--->— SANITARY SEWER w - <br />----- — WATER MAIN � LO <br />ue UNDERGROUND ELECTRIC 20 N <br />u9 UNDERGROUND GAS <br />�I ut UNDERGROUND TELEPHONE z N <br />ufo UNDERGROUND FIBER OPTIC 0 <br />u <br />♦o <br />o I x FENCE J <br />1 SEE SURVEY STORM CATCH BASIN <br />I w H <br />SEE SURVEY STORM MANHOLE <br />SEE SURVEY STORM FLARED END SECTION <br />31 <br />SEE SURVEY HYDRANT <br />I <br />SEE SURVEY GATE VALVE <br />I <br />SEE SURVEY OTHER SYMBOLS <br />1---------- WETLAND <br />1 I <br />I I <br />III I <br />BENCHMARK <br />I I <br />I I I HEREBY CERTIFY THAT THIS PLAN, <br />MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATION OR REPORT WAS <br />GSID STATION #93822, NAMED 0215 AC PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM <br />ELEVATION: 885.07 (NAVD 88) A DULY LICENSED PROFESSIONAL <br />o I ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA <br />I <br />NAME: JOSEPH T RADACH PE <br />o SITE PLAN NOTES <br />SIGNATURE: x �� <br />1. SEE ARCHITECTURAL SITE PLAN A001 FOR ONSITE DIMENSIONS. <br />; DATE: 07/11/22 LIC #: 45889 <br />o 2. ALL ONSITE CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE <br />NOTED. CURB AND GUTTER IN ROSEMARY WAY SHALL BE B618 UNLESS <br />1 OTHERWISE NOTED. <br />I I I <br />o 3. TYPICAL PARKING STALLS ARE 9' X 18'. HANDICAP PARKING STALLS <br />ARE 8.5' X 18'. <br />I <br />4. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS. <br />5. UNLESS OTHERWISE SHOWN IN THE PLANS, CONTRACTOR SHALL <br />PROVIDE CONTROL JOINTS AND EXPANSION JOINTS IN SLAB ON m <br />iGRADE, SIDEWALKS, AND DRIVES PER THE FOLLOWING REQUIREMENTS: o <br />CONTROL JOINTS: WALKS @ 8' SPACING <br />OTHERS @ 10' SPACING N <br />I I N <br />I <br />SAWCUT CONTROL JOINTS MINIMUM % CONCRETE THICKNESS. <br />I I EXPANSION JOINTS: WALKS @ 24' SPACING <br />o <br />OTHERS @ 40' SPACING <br />°I II I a <br />3 ; PROVIDE EXPANSION JOINT AT ALL POINTS WHERE A CHANGE O <br />IN PAVEMENT THICKNESS OCCURS AND WHERE NEW w <br />I <br />PAVEMENT WILL MATCH EXISTING PAVEMENT. U) <br />o cn <br />DOWEL ALL EXPANSION JOINTS AT 24" SPACING MAX. <br />I I <br />SITE DATA _o <br />cn <br />o EXISTING ZONING: GB, GENERAL BUSINESS ni <br />I <br />Z PROPOSED ZONING: GB, GENERAL BUSINESS <br />L LI PARCEL AREA: 68,482 SF <br />I <br />IMPERVIOUS AREA: <br />z BUILDING: 12,027 SF 18% <br />I II PAVEMENTS: 30,806 SF 45% <br />° TOTAL: 42,833 SF 63% <br />I II PERVIOUS AREA: 25,649 SF 37% <br />I I I I <br />N PARKING SUMMARY <br />I I I <br />STANDARD STALLS: 47 <br />HANDICAP STALLS: 2 <br />1 PROOF STALLS: 12 <br />TOTAL STALLS: 61 <br />°IIII I I I <br />I <br />SIGNAGE AND PAVEMENT MARKING NOTES <br />of II\ I I 1. ALL SIGNS SHALL BE PLACED 18" MINIMUM BEHIND BACK OF CURB <br />V II----- UNLESS OTHERWISE NOTED. <br />\ J , <br />`� II-- '-- 2. SIGNS SHALL INCLUDE HARDWARE, POST, FOOTING, CASING, AND ALL <br />II <br />�;I APPURTENANCES REQUIRED FOR TYPICAL INSTALLATION. <br />;I 3. PARKING LOT STRIPING AND PAVEMENT MARKINGS SHALL BE 4" SOLID <br />5 °II o o WHITE PAINT. ALL PAVEMENT LETTERING SHALL BE 12" HEIGHT. <br />v 4. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE PER THE LATEST <br />`2 ;I EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL <br />oIl Da DEVICES (MMUTCD). <br />x- - - <br />1 SIGN SCHEDULE <br />;I A. STOP SIGN: R1-1 (24" X 24") <br />SEE ARCHITECTURAL SITE PLAN A001 FOR ONSITE SIGNAGE <br />II I <br />II <br />II I <br />V <br />I I <br />I � I <br />I I <br />o <br />; I <br />I <br />I <br />=I I I <br />I <br />III I I <br />I I <br />II I I <br />I I <br />d <br />I <br />0 15 30 60 <br />I <br />I <br />I 1 I <br />< SCALE IN FEET > <br />C� <br />G <br />W <br />G <br />= <br />� <br />az� <br />V <br />a <br />w <br />Z <br />� <br />� <br />N <br />zc) <br />N <br />— <br />IX <br />O <br />Q <br />J <br />a <br />Q <br />Z <br />a� <br />z <br />~ <br />o <br />= <br />U-) <br />a <br />0 <br />M <br />z <br />LLI <br />Z <br />0 <br />a <br />Lu <br />W <br />W <br />z <br />a <br />v <br />aF-LLI <br />a <br />o <br />Z <br />Z <br />a <br />H <br />z <br />N <br />062 <br />� <br />v� <br />LLJ <br />Y <br />N <br />O <br />a <br />0 <br />= <br />w <br />Z <br />0 <br />O <br />Of <br />z <br />SHEET NUMBER <br />C2.1 <br />