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LEGEND
<br />Know what's below.
<br />Call before you dig.
<br />I—
<br />EXISTING OVERHEAD ELECTRIC
<br />------ 0—
<br />EXISTING UNDERGROUND TELEPHONE
<br />. .. ......
<br />........... W-0 0 E-D' _
<br />"jj6=aAb----- — ---
<br />7 7=1!�7=77!`!177, 7 77 777 =MIRT
<br />EXISTING UNDERGROUND CABLE
<br />W
<br />ELASTINS TELEPHONE PEDESTAL
<br />El
<br />FASTING ELECTRICAL PEDESTAL
<br />c
<br />EXISTING CABLE PEDESTAL
<br />M.
<br />FASTiNG UTILITY POLE
<br />rk
<br />EXISTING LIGHT POLE
<br />PROPOSED CATCH BASIN
<br />FASTING STORM SEWER
<br />PROPOSED rLAREO-ENO SECTION
<br />E)OSTING WATER MAIN
<br />PROPOSED GATE VALVE
<br />DaSTINC SANITARY SEWER
<br />To
<br />E)OS1PNG FOREEMAIN
<br />PROPOSED SANITARY SEVER MANHOLE
<br />EXISTING STORM MANHOLE
<br />a
<br />EXISTING CATCH BASIN
<br />EASMG FLARED -END SECTION
<br />PROPOSED SPOT ELEVATION
<br />FASTING GATE VALVE
<br />�01_ W, mwm�
<br />FASTING HYDRANT
<br />W M OR �M) SUWA
<br />" 0T1ER1XWE IN exm)
<br />EXISTING WELL
<br />(2)
<br />FASTING SANITARY SEVER MANHOLE
<br />—"'gkz%ao
<br />FASTING CONTOUR
<br />PROPOSED BITUMINOUS
<br />FASTING SPOT ELEVATION
<br />PROPOSED CONCRETE
<br />EXISTING SPOT ELEVATOR
<br />PROPOSED RIP -RAP
<br />(mlvm imlD iIuvAnow)
<br />PROPOSED INLET PROTECTION
<br />EYASTING BITUMINOUS
<br />E=Mr BITUMINOUS (TO BE REMOVED)
<br />27.
<br />FASTING TREES (TO BE REMOVED)
<br />a0000m
<br />FASTING RETAINING WALL
<br />FASTING FENCE
<br />EXISTING WETLAND
<br />Know what's below.
<br />Call before you dig.
<br />I—
<br />PROPOSED WATER PIPE
<br />------ 0—
<br />PROPOSED SANITARY SEWER PIPE
<br />. .. ......
<br />........... W-0 0 E-D' _
<br />"jj6=aAb----- — ---
<br />7 7=1!�7=77!`!177, 7 77 777 =MIRT
<br />PROPOSED STORM SEWER PIPE
<br />PROPOSED DRAINTLE AND CLEAN-OUT
<br />ELEC —
<br />PROPOSED ELECTRIC SERVICE
<br />—CAS—
<br />PROPOSED GAS SERVICE
<br />_TL—
<br />PROPOSED TELEPHONE SERVICE
<br />0
<br />PROPOSED STORM MANHOLE
<br />13
<br />PROPOSED CATCH BASIN
<br />A
<br />PROPOSED rLAREO-ENO SECTION
<br />4x
<br />PROPOSED GATE VALVE
<br />c
<br />PROPOSED HYDRANT
<br />PROPOSED SANITARY SEVER MANHOLE
<br />—WE—
<br />PROPOSED CONTOUR
<br />ma—
<br />X92UO
<br />PROPOSED SPOT ELEVATION
<br />50
<br />�01_ W, mwm�
<br />W M OR �M) SUWA
<br />" 0T1ER1XWE IN exm)
<br />s
<br />PROPOSED SILT FENCE
<br />PROPOSED DIRECTION or DRAINAGE
<br />PROPOSED BITUMINOUS
<br />O
<br />PROPOSED CONCRETE
<br />PROPOSED RIP -RAP
<br />0
<br />PROPOSED INLET PROTECTION
<br />1111111111101.MUTES
<br />THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND
<br />LOCATION CF
<br />EXISTING UI IS NOT GUARANTEEDTO BE ACCURATE OR ALL
<br />INCLUSIVE THE CONTRACTOR 15 RESPONSIBLE FOR MAKING HIS OWN
<br />DETERMINATION AS TO TYPE AND LOCATOR OF UTIUTIES AS NECESSARY To
<br />AVOID DAMAGE TO THESE UTILITIES.
<br />CALL 'oil' FOR EXISTING umunES LOCATIONS PRIOR TO ANY EXCAYATIONS.
<br />THE CONTRACTOR SHALL FIELD VERIFY SIZE. ELEVATION, AND LOCATION OF
<br />FASTING SANITARY SEWER, STORM SEEM AND WATER MAN AND NOTIFY
<br />ENGUNEM OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS.
<br />INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND
<br />DETAIL PLATES.
<br />THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM
<br />OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER
<br />SERVICES TO EXISTING HOMES DR BUSINESSES.
<br />STORAGE OF MATERIALS OR EQUIPMENT SMALL NOT BE ALLOWED ON PUBLIC
<br />STREET- OR WITHIN PUBLIC RIGHT-OF-WAY.
<br />NOTIFY CITY A MINIMUM OF 4B HOURS PRIOR TO THE COMMENCEMENT OF
<br />CONSTRUCTION.
<br />ALL ELECTRIC. TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES
<br />SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY OOMPANY
<br />SPECMCATIONS. ALL URUTY DISCONNECTIONS SHALL BE COORDINATED UT14
<br />THE APPROPRIATE UTILITY COMPANY.
<br />WATER MN N110
<br />ENSTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD
<br />PROF! TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
<br />ANY INSTALLATIONS.
<br />PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES
<br />WITHIN 18r OF WATER MAIN.
<br />PROPOSED WATER MAN SHALL BE V DIP CLASS Sn AND I* COPPER TYPE K.
<br />MECHANICAL JOINTSSHALL BE USED FOR WATER UAW PIPES 4' IN DIAMETER AND
<br />LARGER. RUBBER CASKETS SHALL CONFORM TO AWWA ClII (ANSI A21.11).
<br />MAINTAIN MINIMUM 7.5 -FT COVER TO TOP OF ALL WATER MAIN PIPE.
<br />SANITARY SIM NGM
<br />EMISANITfRY SEVER LOCATION. SIZE, AND ELEVATION SHALL BE VERIFIED
<br />IN THE FIELD PRIOR TO CONSTRUCTION.GTIFY ENGINEER OF ANY
<br />DISCREPANCIES PRIOR TO ANY INSTALLATIONS.
<br />PROPOSED SANITARY SEWER SHALL BE PVC SXR 35.
<br />227.54
<br />S89@20'OZ')r
<br />.927.ro 921.92
<br />J.111
<br />I 329.18
<br />.. . .. ..........
<br />EXISTING ......
<br />DRI ON;
<br />REPLACE CURB TO
<br />137.35 EXISTING cuRe
<br />928 L7 928.78''.
<br />. ...........
<br />SILT FENCE
<br />C/o Z
<br />_____.u.
<br />------ — — — — — — — —
<br />929 . .. ...
<br />Ta
<br />cz INSTALL NEW CONCRE-�/
<br />20 920 201 M920'Oor'
<br />A
<br />3000
<br />929
<br />T Ci
<br />930
<br />..................
<br />LL( EXTEND SAN. & WATER
<br />SERIACES INTO BUILDING
<br />x 0.29 AT LOCATION DETERMINI
<br />0 BY OMER PROPOSED BLDG
<br />0
<br />a 1,455 SOFT.
<br />FFE-930.70
<br />MECH
<br />ROOM
<br />-,- / \ \"
<br />930.47 I
<br />17
<br />&1D.IP#47
<br />- - - - - — - - - - -
<br />930.65 rx
<br />k rt
<br />x 1__I..4
<br />20
<br />do
<br />. . . ................. ... . .... . ......... .. . ..... ........ . �1,
<br />...
<br />927,96
<br />. .. ......
<br />........... W-0 0 E-D' _
<br />"jj6=aAb----- — ---
<br />7 7=1!�7=77!`!177, 7 77 777 =MIRT
<br />x 928.0,3
<br />ITE
<br />WITH R
<br />-927SetwnCONCRE
<br />,27.43 -'j
<br />,
<br />�25.77
<br />Ec-D
<br />EIV&
<br />92C 56
<br />927.90
<br />. .......... . .. .... ... .... . .. . ...... ....... . . .. . ......
<br />. ... .. . . ... ........ . ....... . .. . . ......... .. .. ... ..... . ........ ............ ...... . ...
<br />;V.28ifff . . ........... . ....... . . .179.-85 928.77
<br />X MH
<br />..... . . .......
<br />929.71
<br />Per
<br />X !,27.62
<br />.,Z�92
<br />GRADING, DRAINAGE,
<br />T .
<br />19 02
<br />HUGO FOOD SHELF
<br />c
<br />II
<br />00
<br />50
<br />45
<br />E3
<br />-20.69
<br />95
<br />27.
<br />45
<br />CONCRETE SPILLWAY
<br />WITH RIP—RAP
<br />227.54
<br />S89@20'OZ')r
<br />.927.ro 921.92
<br />J.111
<br />I 329.18
<br />.. . .. ..........
<br />EXISTING ......
<br />DRI ON;
<br />REPLACE CURB TO
<br />137.35 EXISTING cuRe
<br />928 L7 928.78''.
<br />. ...........
<br />SILT FENCE
<br />C/o Z
<br />_____.u.
<br />------ — — — — — — — —
<br />929 . .. ...
<br />Ta
<br />cz INSTALL NEW CONCRE-�/
<br />20 920 201 M920'Oor'
<br />A
<br />3000
<br />929
<br />T Ci
<br />930
<br />..................
<br />LL( EXTEND SAN. & WATER
<br />SERIACES INTO BUILDING
<br />x 0.29 AT LOCATION DETERMINI
<br />0 BY OMER PROPOSED BLDG
<br />0
<br />a 1,455 SOFT.
<br />FFE-930.70
<br />MECH
<br />ROOM
<br />-,- / \ \"
<br />930.47 I
<br />17
<br />&1D.IP#47
<br />- - - - - — - - - - -
<br />930.65 rx
<br />k rt
<br />x 1__I..4
<br />20
<br />—930 GUT
<br />";JI.U2
<br />DRAY'M OEWNRY:
<br />C.m C.Wp.
<br />CHI PROLNO.
<br />C.W.P. 14-1502
<br />oI DATE
<br />213.93
<br />929.17
<br />E
<br />- PROVIDE INLItT,=IMENT CONTROL 9
<br />FOR ALL EXISTING,,STURM SEWER
<br />INLETS. LEAVE IN—PLACE UNTIL
<br />SITE HAS BEEN STABILIZED (TYP)
<br />ear -
<br />SILT FENCE
<br />do
<br />. . . ................. ... . .... . ......... .. . ..... ........ . �1,
<br />...
<br />. .. ......
<br />........... W-0 0 E-D' _
<br />"jj6=aAb----- — ---
<br />7 7=1!�7=77!`!177, 7 77 777 =MIRT
<br />x 928.0,3
<br />ITE
<br />WITH R
<br />-927SetwnCONCRE
<br />,27.43 -'j
<br />,
<br />�25.77
<br />Ec-D
<br />EIV&
<br />92C 56
<br />- .
<br />.... ..
<br />. .......... . .. .... ... .... . .. . ...... ....... . . .. . ......
<br />. ... .. . . ... ........ . ....... . .. . . ......... .. .. ... ..... . ........ ............ ...... . ...
<br />;V.28ifff . . ........... . ....... . . .179.-85 928.77
<br />X MH
<br />..... . . .......
<br />929.71
<br />Per
<br />.,Z�92
<br />GRADING, DRAINAGE,
<br />T .
<br />19 02
<br />HUGO FOOD SHELF
<br />00
<br />50
<br />45
<br />E3
<br />95
<br />45
<br />—930 GUT
<br />";JI.U2
<br />DRAY'M OEWNRY:
<br />C.m C.Wp.
<br />CHI PROLNO.
<br />C.W.P. 14-1502
<br />oI DATE
<br />213.93
<br />929.17
<br />E
<br />- PROVIDE INLItT,=IMENT CONTROL 9
<br />FOR ALL EXISTING,,STURM SEWER
<br />INLETS. LEAVE IN—PLACE UNTIL
<br />SITE HAS BEEN STABILIZED (TYP)
<br />ear -
<br />SILT FENCE
<br />I d
<br />m
<br />NYi
<br />PREPARED FOR:
<br />SOUTHWIND
<br />BUILDERS, INC.
<br />PLOWE
<br />INNEEMIL111111L
<br />6716 LAKE DRIVE
<br />SUITE 110
<br />LINO LAKES. MN 5110114
<br />PHCNE (851)281.8210
<br />FAXX(8611) L81.M
<br />NORTH
<br />tIN.H- IOPEET
<br />Ct
<br />2.
<br />. . . ................. ... . .... . ......... .. . ..... ........ . �1,
<br />...
<br />. .. ......
<br />........... W-0 0 E-D' _
<br />"jj6=aAb----- — ---
<br />7 7=1!�7=77!`!177, 7 77 777 =MIRT
<br />x 928.0,3
<br />ITE
<br />WITH R
<br />-927SetwnCONCRE
<br />,27.43 -'j
<br />,
<br />�25.77
<br />Ec-D
<br />EIV&
<br />92C 56
<br />- .
<br />.... ..
<br />. .......... . .. .... ... .... . .. . ...... ....... . . .. . ......
<br />. ... .. . . ... ........ . ....... . .. . . ......... .. .. ... ..... . ........ ............ ...... . ...
<br />;V.28ifff . . ........... . ....... . . .179.-85 928.77
<br />X MH
<br />..... . . .......
<br />929.71
<br />Per
<br />.,Z�92
<br />GRADING, DRAINAGE,
<br />T .
<br />HUGO FOOD SHELF
<br />992-.77
<br />I d
<br />m
<br />NYi
<br />PREPARED FOR:
<br />SOUTHWIND
<br />BUILDERS, INC.
<br />PLOWE
<br />INNEEMIL111111L
<br />6716 LAKE DRIVE
<br />SUITE 110
<br />LINO LAKES. MN 5110114
<br />PHCNE (851)281.8210
<br />FAXX(8611) L81.M
<br />NORTH
<br />tIN.H- IOPEET
<br />Ct
<br />. . . ................. ... . .... . ......... .. . ..... ........ . �1,
<br />...
<br />. .. ......
<br />........... W-0 0 E-D' _
<br />"jj6=aAb----- — ---
<br />7 7=1!�7=77!`!177, 7 77 777 =MIRT
<br />SPILLWAY
<br />ITE
<br />WITH R
<br />-927SetwnCONCRE
<br />,27.43 -'j
<br />,
<br />�25.77
<br />Ec-D
<br />EIV&
<br />7,r.
<br />lz-. 05
<br />EIR ToP —
<br />- .
<br />.... ..
<br />. .......... . .. .... ... .... . .. . ...... ....... . . .. . ......
<br />. ... .. . . ... ........ . ....... . .. . . ......... .. .. ... ..... . ........ ............ ...... . ...
<br />;V.28ifff . . ........... . ....... . . .179.-85 928.77
<br />X MH
<br />..... . . .......
<br />929.71
<br />Per
<br />.,Z�92
<br />GRADING, DRAINAGE,
<br />ESC, & UTILITY PLAN
<br />HUGO FOOD SHELF
<br />I d
<br />m
<br />NYi
<br />PREPARED FOR:
<br />SOUTHWIND
<br />BUILDERS, INC.
<br />PLOWE
<br />INNEEMIL111111L
<br />6716 LAKE DRIVE
<br />SUITE 110
<br />LINO LAKES. MN 5110114
<br />PHCNE (851)281.8210
<br />FAXX(8611) L81.M
<br />NORTH
<br />tIN.H- IOPEET
<br />Ct
<br />
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