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V=. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />C/; <br />I � <br />I <br />I <br />CONNECT TO- <br />EXISTING <br />WATERMAIN 10® <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I = <br />0 <br />r <br />Ia <br />m <br />I ~ <br />I = 1 <br />a o a <br />I � <br />CB #4 <br />_af <br />27" DIA. <br />(R-3250-DVSP) <br />= FL=931.90 / <br />- cDa INV=928.90 <br />I P -OH P-0 <br />1 <br />m <br />CIO <br />a <br />0 <br />N � 1 <br />1 <br />m <br />m <br />co i 1 <br />15" RC APRON <br />INV=928.95 <br />CB/MH #5 <br />48" DIA. (R-3250-DVSP) <br />FL=932.65 <br />(W)INV=928.46 <br />(SE)INV=928.46 <br />SUMP=924.46 <br />1 � <br />� I I <br />� I <br />I <br />>> >> i <br />148LF 15" PP 7` <br />0.30% <br />P -OH P -OH <br />/ 6" DIP (CL 52) <br />6" GATE VALVE WATERMAIN, <br />AND BOX <br />_ 6" GATE VALVE AND <br />BOX AND HYDRANT Q 10 <br />r6"-22.5° AND <br />64LF (INC. (2) METAL <br />SAFETY APRONS) <br />18" CAS ® 0.05% I m <br />(N)INV=929.43 <br />(S)INV=929.46 <br />1 <br />0 <br />I I i <br />a <br />I I <br />r <br />1 <br />0 <br />I � <br />a <br />I _ <br />I <br />Ir = I <br />I o <br />c� a <br />I <br />I <br />Im <br />m <br />r <br />Ia <br />I <br />I � <br />m <br />I ' <br />I <br />DATE REVISION <br />6 1 18 PLAN REVISIONS PER CITY REVIEW <br />6413418 PLAN REVISIONS PER MN DOT REVIEW <br />6/15/18 PLAN REVISIONS PER MN DOT REVIEW <br />1 <br />= 6" DIP (CL <br />' WATERMAIN �3 <br />1 <br />CB #1 ® / <br />27" DIA. <br />(R-3250-DVSP) <br />FL=931.98 <br />INV=928.98 <br />1 <br />1 <br />0 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 1.25° DIP <br />BENDS <br />6"X6" <br />DIP TEE <br />2" Post (typ) -. <br />15LF (INC. RC APRON) <br />15" RCP @ 0.33% 0 <br />POND OUTLET STRUCTURE <br />(SE)INV=928.40 <br />(NW)INV=929.00 A <br />22LF (INC. RC APRON) <br />15" RCP @ -5.23% 0 <br />------- -15" RC APRON <br />INV=927.25 <br />28LF (INC. RC APRON) <br />24" RCP @ 0.30% 0 <br />�S 73LF 18" PP <br />® 0.30% <br />CB/MH #6 �5 <br />48" DIA. (R -3508-C) <br />FL=932.59 <br />(NW)INV=928.24 174LF <br />(S)INV=927.58 18" PP <br />(NE)INV=927.58 A <br />- J ® 0.20% ^ <br />SUMP=923.58 <br />a <br />d do <br />I�� d <br />❑� d d d G ^ <br />m <br />IIrr o 0 <br />d O d <br />❑L / <br />L o� <br />61LF 6" PVC <br />(SDR 26) <br />® 5.00% <br />9 LF 6" PVC -7A <br />5. <br />(SDR 26) <br />® 5.00% <br />6"X6" <br />6" PVC PVC WYE <br />INV=924.70 <br />SANITARY <br />F__ - SEWER A <br />- <br />CLEANOUT (2 <br />- (INV=924.25) <br />52LF <br />12" PP <br />® 1.17% 6"-45° (2) 6"-45° 221 LF <br />DIP BEND DIP BENDS 15" PP <br />@ 0.20% <br />>> >> >> >> >> >> >> <br />CB/MH #2 (3 <br />48" DIA. (R -3508-C) <br />FL=931.95 <br />(NW)INV=928.37 <br />(E)INV=928.37 <br />SUMP=924.37 <br />o b <br />0 <br />0 <br />I hereby certify that <br />this plan, specification, or <br />report was <br />DESIGNED BY: <br />prepared by me or <br />under my direct supervision <br />and that I <br />TAE <br />am a duly Licensed <br />Professional Engineer under <br />the laws <br />of the State of Mi <br />ta. <br />R -3508-C CASTING ASSEMBLIES SHALL INCLUDE A 6" FRAME <br />DRAWN BY: <br />(1-144A. <br />0 <br />CORRUGATED POLYPROPYLENE PIPE (PP) FOR STORM SEWER <br />TAE <br />SHALL BE DUAL -WALL CONFORMING TO ASTM F2881, OR <br />mt <br />AASHTO M330 AND STRUCTURAL REQUIREMENTS OF AASHTO <br />CHECKED BY: <br />Date 5/7/18 <br />Lic. No. <br />43362 <br />CJJ <br />0 <br />0 <br />0 <br />rE�=918.3 > <br />6 <br />x <br />� II <br />I I II <br />---_L L J <br />D <br />> > > <br />10" (per plan) <br />Hakanson Anderson <br />Civil Engineers and Land Surveyors <br />3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />www.hakanson-anderson.com <br />CB/MH #3 (3 <br />48" DIA. (R -3508-C) <br />FL=932.31 <br />(W)INV=927.93 <br />(N)INV=927.93 <br />SUMP=923.93 <br />A <br />A <br />A <br />A <br />L-24" RC APRON <br />INV=927.50 <br />SANITARY <br />SEWER <br />CLEANOUT 07 <br />(INV=921.20) <br />all <br />San MH <br />A RE=931.04 <br />^ IE=917.4 <br />6"X 6" <br />PVC WYE <br />> <br />24" RC APRON <br />INV=927.00 <br />CONNECT TO <br />EXISTING SANITARY <br />SEWER MANHOLE 09 <br />INV=919.00 <br />44LF 6" PVC <br />A (SDR 26) <br />A @ 5.00% <br />A <br />A <br />A <br />A <br />A <br />A <br />160LF (INC. (2) RC APRONS) <br />© 24" RCP @ 0.31 <br />A <br />A <br />A <br />San MH S A <br />A� <br />RE=932.34 c <br />IE (W)=917.9 <br />IE (N)=917.8 <br />Too 4" PVC DroD <br />TGK AUTOMOTIVE <br />I <br />20 0 20 40 <br />SCALE IN FEET <br />GENERAL NOTES: <br />1. <br />MAINTAIN A MINIMUM OF 7.5 FEET OF COVER OVER THE <br />WATERMAIN. WATERMAIN THRUST BLOCKING SHALL BE PER 4 <br />C3 <br />2. <br />VERIFY SEWER AND WATER SERVICE LOCATIONS AT THE <br />PROPOSED BUILDING PRIOR TO CONSTRUCTION. <br />3. <br />R-3250-DVSP CASTING ASSEMBLIES SHALL INCLUDE A 4" <br />FRAME. <br />4. <br />R -3508-C CASTING ASSEMBLIES SHALL INCLUDE A 6" FRAME <br />(ESS BROTHERS). <br />5. <br />CORRUGATED POLYPROPYLENE PIPE (PP) FOR STORM SEWER <br />SHALL BE DUAL -WALL CONFORMING TO ASTM F2881, OR <br />AASHTO M330 AND STRUCTURAL REQUIREMENTS OF AASHTO <br />LRFD BRIDGE DESIGN SPECIFICATIONS -SECTION 12. <br />24" RC APRON <br />CONNECTIONS SHALL BE MADE WITH BELL AND SPIGOT JOINTS. <br />CORRUGATED COUPLINGS SHALL NOT BE ALLOWED. PIPE <br />INV=927.50 <br />BEDDING SHALL BE PER(_4__. <br />C5 <br />REFERENCE NOTES: <br />10 <br />SIZE AND LOCATION OF EXISTING WATERMAIN SHALL BE <br />VERIFIED PRIOR TO THE START OF CONSTRUCTION. <br />�2 <br />TIE ALL PIPE JOINTS. <br />03 <br />ALL WATERMAIN SHALL BE ENCASED IN POLYETHYLENE. <br />POLYETHYLENE SHALL CONFORM TO THE REQUIREMENTS OF <br />CEAM 2611.2E. <br />® <br />CONSTRUCT CATCH BASIN PER _2 <br />�5 <br />CONSTRUCT MANHOLE PER(1_\ <br />C5 <br />© <br />CONSTRUCT POND OUTLET STRUCTURE PER 2 <br />C3 <br />07 <br />CONSTRUCT SANITARY SEWER CLEANOUT PER(_3_". <br />C5 <br />® <br />WET TAP THE EXISTING 12" DIP WATERMAIN FOR THE 6" <br />WATER SERVICE. <br />_ 09 <br />CORE DRILL EXISTING MANHOLE AND INSTALL A WATERTIGHT <br />BOOT. <br />10 <br />CONSTRUCT HYDRANT AND VALVE PER CITY SPECIAL DETAIL <br />HU -W-1, SHOWN ON SHEET C3. <br />UTILITY PLAN SHEET <br />C8 <br />OF <br />C12 <br />CITY OF HUGO, MINNESOTA SHEETS <br />4251.01 <br />