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930930929929931931932932933933934 <br />930930930 93093093093093093093092692692692692792792792792 <br />8 <br />928928928929929929929 <br />931931931 931 <br />931931931931931931 <br />932 932 <br />932932932 932932933 933 <br />933 <br />933933 933933934 <br />934 934C.S.A.H. NO. 14(STILLWATER BOULEVARD N)►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► <br />P <br />R <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />B <br />A <br />N <br />K <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br />A <br />R <br />E <br />A <br />: <br /> <br />5 <br />, <br />0 <br />0 <br />0 <br /> <br />S <br />F <br />F <br />F <br />E <br />: <br /> <br />9 <br />3 <br />5 <br />. <br />0 <br />0PROPOSED OFFICE BUILDING 1AREA: 9,250 SFGROSS AREA 18,500FFE: 935.00PROPOSED WET PONDFOR IRRIGATION REUSEAREA: 1.01 ACRESBOTTOM: 916.00NWL: 926.00HWL: 930.00EOF: 931.00PROPOSED OFFICE BUILDING 1AREA: 10,200 SFGROSS AREA 20,400FFE: 933.00TOTAL ROW AREA: 3.88 ACRESOUTLOT AREA C: 1.54 ACRESCOMMERCIAL AREA LOT 2: 1.64 ACRESCOMMERCIAL AREA LOT 3: 1.81ACRESCOMMERCIAL AREA LOT 4: 1.90 ACRESFUTURE VMDR AREA: 2.33 ACRESOUTLOT AREA B: 1.21 ACRESCOMMERCIAL LOT 1: 1.64 ACRESPROPOSED RETAIL <br />BUILDING <br />AREA: 12,500 SF <br />FFE: 938.00PROPOSED INFILTRATIONBASIN W/ FOREBAYAREA: 1.10 ACRESBOTTOM: 925.00NWL: 925.00HWL: 929.70EOF: 930.50►►►►►► <br />933 934934 934936 936 <br />935933933934 <br />934 934925925 <br />930930 <br />9359359269269279279289289299299 <br />3 <br />1931 931931931931931931932932 <br />9 <br />3 <br />2 <br />93 <br />2 93293 <br />29329329329329 <br />3 <br />3 <br />9339 <br />3 <br />393393 <br />3933 <br />933933933933 <br />933933 <br />93 <br />393393393493493493 <br />4 <br />9 <br />3 <br />4 <br />9 <br />3 <br />4 <br />934 <br />934934936 <br />937 <br />937 <br />9382.41.11.21.21.21.21.21.21.31.31.31.31.31.41.42.12.12.12.12.12.12.12.12.12.12.22.32.12.12.22.52.52.52.62.61.51.71.61.51.61.51.61.51.61.72.12.12.21.42.11.41.41.42.26'22'22'8'22'2.12.61.46'6'20'30'2.52.52.51.21.21.121.51.51.51.51.51.51.51.61.61.61.51.81.81.81.81.34:14:1 10:13:1 <br />3:1 <br />4:14:1 <br />4:14:1 <br />4:1 4:14:13:14:14:14:11.71.71.71.71.71.71.71.71.71.71.71.51.6930930929931931932932933 <br />920925917918919921922923924935 <br />9359309279279289299209259219229239249262.8.12.82.82.82.82.81.101.111.121.121.121.121.121.121.121.121.121.121.121.121.121.121.121.129309299299311.131.131.131.139329331.1222'32'32'6'6'22'R20'R20'R25'R25'6'22'R20'R20'R20'2.52.76'R20'25'R20'R20'R20'R20 <br />' <br />R20'R20'R20'R20'2.120'R20'R20' <br />0.2%►►►►►►►►►►►►►►►►►►2.46'2.12.12.12.12.1►►►►►►►►►►►►►►SOIL CORRECTION WILL BEREQUIRED FOR SURFACEINFILTRATION BASIN. SEE NOTES11,12, AND 13 ON SHEET C-101 FORSPECIFIC INFORMATION2.12.12.62.6DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 Plansheets\C-301 GRADING PLAN.dwg 9/21/2023 GRUNKLEE, SAM <br />DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:05:05 PM <br />CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N <br />O <br />T <br /> <br />F <br />O <br />R <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE <br />LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING <br />109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG( IN FEET )GRAPHIC SCALE01 inch = 50 ft.5010050C-103GRADING, DRAINAGE, ANDPOST CONSTRUCTIONEROSION CONTROLSEE SHEET C-102NOTES1.SEE SHEET <C/G>-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGS4.CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.5.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BEUSED FOR TREE PROTECTION.6.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TOTHE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.7.CLEAR AND GRUB AS NEEDED WITHIN LIMITS OF DISTURBANCE8.EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALLSLOPES 4:1 OR STEEPER, UPON COMPLETION OF GRADING.9.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.10.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.KEYNOTES#1.SITE PLAN1.1.MATCH EXISTING1.2.CONCRETE SIDEWALK - SEE DETAIL 510/C-8031.3.BITUMINOUS PAVEMENT - SEE TYPICAL SECTION ONSHEETS G-005 TO G-0061.4.B618 CURB AND GUTTER - SEE DETAIL 501A/C-8021.5.DRAINAGE & UTILITY EASEMENT1.6.PARKING/LANDSCAPE SETBACK1.7.BUILDING SETBACK1.8.PROPOSED BUILDING PAD1.9.CURB CUT1.10.PROPOSED WET POND1.11.INFILTRATION BASIN1.12.PROPOSED LOT LINES1.13.BITUMINOUS TRAIL - SEE DETAIL 509/C-8032.EROSION CONTROL2.1.INLET PROTECTION - SEE DETAIL 604/C-804 OR 4/C-8042.2.CULVERT END PROTECTION - SEE DETAIL 3/C-8042.3.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 605/C-8042.4.TREE PROTECTION - SEE NOTE 5, THIS SHEET. SEE DETAILLP1.0/C-8032.5.EROSION CONTROL BLANKET - SEE DETAIL 1/C-8042.6.RIP RAP - SEE DETAIL 411/C-8022.7.PERMANENT STABILIZATION - SEE LANDSCAPE PLAN2.8.SILT FENCE - SEE DETAIL 601/C-8042.8.1.DOUBLE SILT FENCE