4.1. PCSR 11-24-2020 - Laserfiche WebLink

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PROPOSED FIRE STATION15,397 SFFFE: 928.75'CLEVELAND ROAD NW191ST AVENUE NW 930 926 926927928929929931931 920920925930 930921922923924926927927928 928929 929931 931931 931930 928 92 9 931 9309289289299279282.1%2.1%2.7%1.9%2.6%1.4%1.4%1.4% 2.0%1.7% 1.8% 1.8%1.6%2.6%1.7%2.4%1.5%1.7%4.4%3.6%3.2%3.2%2.1%2.0%1.8%2.0%2.0%2.2%0.9%0.9% 3. 3 % 3. 7% 3. 7% 3. 3%1.4%1.5%1.6% 1.4%3.6%1.5%1.4%1.4%1.6% 0.8 % 0.8 %2.0%2.9%2.6%3.9%21:123:19279289285:15:14:13:1 4:15:15:15:1 4 . 3% 1 .8% 2.8%3.1%3.2%3.3%1.5%1.7%C-301GRADING PLANDWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:FIRE STATION NO. 3 CITY OF ELK RIVER SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:10/26/2020 4:38:45 PMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\fire Station 3\5_DESIGN\1_CAD\3 Plansheets\C-301 GRADING PLAN .dwg PROJECT TITLE: CITY SUBMITTAL09/09/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM10/26/20203CLIENT:WARNING: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 DIGDESIGN DEVELOPMENT09/30/2020 2 CUP SUBMITTAL10/26/2020 3 LOT LINEEASEMENT LINESETBACK LINEPROPERTY BOUNDARYLEGENDPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSCONSTRUCTION LIMITSFL=9XX.XXFG=9XX.XXME=9XX.XXSW=9XX.XXEP=9XX.XXEOF=9XX.XXTC=9XX.XXTW=9XX.XXBW=9XX.XXFLOW LINE ELEVATIONFINISHED GRADE ELEVATIONMATCH EXISTING ELEVATIONSIDEWALK ELEVATIONPAVEMENT ELEVATIONEMERGENCY OVERFLOW ELEVATIONTOP OF CURB ELEVATIONTOP OF WALL ELEVATIONBOTTOM OF WALL ELEVATION (AT GRADE)SURFACE GRADE & FLOW DIRECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOUR>>>>EXISTING STORM SEWEREXISTING SANITARY SEWERFMHP=9XX.XXLP=9XX.XXTOP=9XX.XXTOE=9XX.XXRIM=9XX.XXHIGH POINT SPOT ELEVATIONLOW POINT SPOT ELEVATIONTOP OF DITCH SPOT ELEVATIONTOE OF DITCH SPOT ELEVATIONSTRUCTURE RIM SPOT ELEVATIONTNH=9XX.XXTOP NUT HYDRANT SPOT ELEVATIONSURFACE SLOPE (H:V) & FLOW DIRECTION3.0:11.00%3.0:11.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.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 OF ANY FIELDDISCREPANCIES. CONTRACTOR IS RESPONSIBLE FOR REWORKOF AN UNCOMMUNICATED DISCREPANCY.3.CONTRACTOR TO ENSURE FINAL GRADE OF PATCHEDBITUMINOUS PAVEMENT REPLICATES EXISTING GRADE FROMPRIOR TO CONSTRUCTION, WHERE APPLICABLE. ENSUREPOSITIVE DRAINAGE. SEE SHEET C-601 FOR LIMITS OF PATCHEDBITUMINOUS PAVEMENT.4.SEE SHEET C-201 FOR RIPRAP/FLEXAMAT LOCATIONS - DETAILC/804 PLATE 2513NOTES