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PC Packet 06.28.18
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PC Packet 06.28.18
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Last modified
12/7/2018 10:57:52 AM
Creation date
12/6/2018 2:28:12 PM
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Commissions
Meeting Date
6/28/2018
Document Type
Agenda/Packets
Commission Name
Planning
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Ln <br />N <br />0 <br />z <br />w <br />III <br />_z <br />L <br />n <br />0111 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I � <br />I <br />I <br />CONNECT TO <br />EXISTING <br />WATERMAIN 10® <br />CB/MH #5 <br />48" DIA. (R -3250 -DVS <br />P) <br />FL=932.65 <br />(W)INV=928.46 <br />1 (SE)INV=928.46 <br />1 1 SUMP=924.46 <br />1 I <br />>> <br />1 48L 15" PP <br />@0.30% <br />P -OH P -OH - <br />DIP CL 52 <br />6 " ( ) <br />6" GATE VALVE <br />AND BOX WATERMAIN, <br />_ 6" GATE VALVE AND <br />BOX AND HYDRANT( <br />1 <br />r 6"-22.5° AND <br />CIO <br />i <br />T <br />I <br />m <br />64LF (INC. (2) METAL ' <br />SAFETY APRONS) <br />18" CAS ® 0.05% I °j <br />(N)INV=929.43 <br />(S)INV=929.46 I '� <br />I -^ <br />0 <br />I I i <br />a <br />I I <br />I / <br />X <br />I o <br />i <br />a <br />I _ o <br />I <br />I i = 1 <br />I o <br />C) a <br />I <br />I <br />I� <br />0 1 i <br />Ia <br />I <br />Io <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 />= 6" DIP (CL <br />WATERMAIN <br />1 <br />CB #1 ® 1 <br />27" DIA. <br />(R-3250-DVSP) <br />FL=931.98 <br />INV=928.98 <br />1 <br />1 <br />1 <br />0 <br />1 I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />11.250 DIP <br />BENDS <br />6"X6" <br />DIP TEE <br />2" Post (typ) -. <br />p <br />i <br />15" RC APRON <br />INV=928.95 <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 <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 />73LF 18" PP <br />® 0.30% <br />CB/MH #6 (3 <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 />L J SUMP=923.58 ® 0.20% ^ <br />A, d <br />d p <br />dp <br />❑❑� de p m A <br />p <br />o❑ ❑❑ d <br />61 LF 6" PVC---_,';° p <br />(SDR 26) <br />® 5.00% <br />9 LF 6" PVC ---\; <br />(SDR 26) <br />® 5.00% <br />6"X6" <br />6" PVC PVC WYE <br />INV=924.70 <br />JA !dj <br />p O <br />d d d <br />p <br />52LF r / I <br />12" PP <br />CSD 1.17% 6"-45° (2) 6"-45° 221 LF <br />DIP BEND DIP BENDS 15" PP <br />@ 0.20% <br />>> >> >> >> >> >> <br />5. <br />�I I I I II <br />II I I I I I II <br />II I I I I I II <br />_ <br />0 <br />a <br />C <br />CL <br />2 <br />L-24" RC APRON <br />INV=927.50 <br />SANITARY <br />SEWER <br />CLEANOUT Q7 <br />(INV=921.20) f <br />>+7 Son MH <br />A RE=931.04 <br />A IE=917.4 <br />'�7\1 <br />6"X 6" <br />PVC WYE <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 />^ (SDR 26) <br />A @ 5.00% <br />, 160LF (INC. (2) RC APRONS) <br />24" RCP @ 0.31 <br />i A <br />SANITARY^ A <br />SEWER A <br />CLEANOUT (2 <br />(INV=924.25) <br />A ^ <br />A ^ <br />A II ^ <br />A ^ <br />CB/MH 2� �__� __�_� CB/MH 3� <br /># <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 <br />O <br />O <br />I hereby certify that <br />I <br />I <br />report was <br />= <br />0 <br />prepared by me or <br />Ia <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 />CIO <br />(ESS BROTHERS). <br />I <br />CORRUGATED POLYPROPYLENE PIPE (PP) FOR STORM SEWER <br />~ <br />SHALL BE DUAL -WALL CONFORMING TO ASTM F2881, OR <br />I <br />- <br />= 1 <br />Date 5/7/18 <br />Lic. No. <br />43362 <br />CJJ <br />CORRUGATED COUPLINGS SHALL NOT BE ALLOWED. PIPE <br />a <br />BEDDING SHALL BE PER(_4__. <br />C5 <br />o <br />0 <br />I - U <br />VERIFIED PRIOR TO THE START OF CONSTRUCTION. <br />�2 <br />TIE ALL PIPE JOINTS. <br />03 <br />CB #4 <br />--� <br />I <br />27" DIA. <br />Z <br />CONSTRUCT CATCH BASIN PER _2 <br />m <br />(R-3250-DVSP) 1 <br />© <br />CONSTRUCT POND OUTLET STRUCTURE PER 2 <br />C3 <br />07 <br />o FL=931.90 <br />® <br />WET TAP THE EXISTING 12" DIP WATERMAIN FOR THE 6" <br />INV=928.90 <br />� <br />CORE DRILL EXISTING MANHOLE AND INSTALL A WATERTIGHT <br />a <br />J <br />CONSTRUCT HYDRANT AND VALVE PER CITY SPECIAL DETAIL <br />HU -W-1, SHOWN ON SHEET C3. <br />m <br />1 P-0 <br />JL_ <br />1 <br />ar <br />� <br />o <br />_ m <br />� <br />N <br />1 <br />I <br />' <br />I <br />I - <br />m <br />I <br />1 <br />CONNECT TO <br />EXISTING <br />WATERMAIN 10® <br />CB/MH #5 <br />48" DIA. (R -3250 -DVS <br />P) <br />FL=932.65 <br />(W)INV=928.46 <br />1 (SE)INV=928.46 <br />1 1 SUMP=924.46 <br />1 I <br />>> <br />1 48L 15" PP <br />@0.30% <br />P -OH P -OH - <br />DIP CL 52 <br />6 " ( ) <br />6" GATE VALVE <br />AND BOX WATERMAIN, <br />_ 6" GATE VALVE AND <br />BOX AND HYDRANT( <br />1 <br />r 6"-22.5° AND <br />CIO <br />i <br />T <br />I <br />m <br />64LF (INC. (2) METAL ' <br />SAFETY APRONS) <br />18" CAS ® 0.05% I °j <br />(N)INV=929.43 <br />(S)INV=929.46 I '� <br />I -^ <br />0 <br />I I i <br />a <br />I I <br />I / <br />X <br />I o <br />i <br />a <br />I _ o <br />I <br />I i = 1 <br />I o <br />C) a <br />I <br />I <br />I� <br />0 1 i <br />Ia <br />I <br />Io <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 />= 6" DIP (CL <br />WATERMAIN <br />1 <br />CB #1 ® 1 <br />27" DIA. <br />(R-3250-DVSP) <br />FL=931.98 <br />INV=928.98 <br />1 <br />1 <br />1 <br />0 <br />1 I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />11.250 DIP <br />BENDS <br />6"X6" <br />DIP TEE <br />2" Post (typ) -. <br />p <br />i <br />15" RC APRON <br />INV=928.95 <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 <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 />73LF 18" PP <br />® 0.30% <br />CB/MH #6 (3 <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 />L J SUMP=923.58 ® 0.20% ^ <br />A, d <br />d p <br />dp <br />❑❑� de p m A <br />p <br />o❑ ❑❑ d <br />61 LF 6" PVC---_,';° p <br />(SDR 26) <br />® 5.00% <br />9 LF 6" PVC ---\; <br />(SDR 26) <br />® 5.00% <br />6"X6" <br />6" PVC PVC WYE <br />INV=924.70 <br />JA !dj <br />p O <br />d d d <br />p <br />52LF r / I <br />12" PP <br />CSD 1.17% 6"-45° (2) 6"-45° 221 LF <br />DIP BEND DIP BENDS 15" PP <br />@ 0.20% <br />>> >> >> >> >> >> <br />5. <br />�I I I I II <br />II I I I I I II <br />II I I I I I II <br />_ <br />0 <br />a <br />C <br />CL <br />2 <br />L-24" RC APRON <br />INV=927.50 <br />SANITARY <br />SEWER <br />CLEANOUT Q7 <br />(INV=921.20) f <br />>+7 Son MH <br />A RE=931.04 <br />A IE=917.4 <br />'�7\1 <br />6"X 6" <br />PVC WYE <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 />^ (SDR 26) <br />A @ 5.00% <br />, 160LF (INC. (2) RC APRONS) <br />24" RCP @ 0.31 <br />i A <br />SANITARY^ A <br />SEWER A <br />CLEANOUT (2 <br />(INV=924.25) <br />A ^ <br />A ^ <br />A II ^ <br />A ^ <br />CB/MH 2� �__� __�_� CB/MH 3� <br /># <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 <br />O <br />O <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 />(ESS BROTHERS). <br />0 <br />CORRUGATED POLYPROPYLENE PIPE (PP) FOR STORM SEWER <br />TAE <br />SHALL BE DUAL -WALL CONFORMING TO ASTM F2881, OR <br />- <br />CHECKED BY: <br />Date 5/7/18 <br />Lic. No. <br />43362 <br />CJJ <br />0 <br />1. <br />MAINTAIN A MINIMUM OF 7.5 FEET OF COVER OVER THE <br />0 <br />2. <br />0 <br />PROPOSED BUILDING PRIOR TO CONSTRUCTION. <br />x <br />s > <br />San MH <br />RE=932.16 <br />IE=918.3 <br /># <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 />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 />> <br />A <br />A <br />San MH S 5r, <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 />0 <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 />05 <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 />
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