|
Chen),
<br />Hokanson Development, Inc.
<br />9174 latent[ Street N.E.
<br />Blaine MN. 65434
<br />[7831 786 -3130
<br />Project Name(Location
<br />Mershen Townhomes
<br />2nd Addtion
<br />Lino Lakes, Minnesota
<br />Sheet Title
<br />UTILITY PLAN
<br />t....,tiw:. Y
<br />" -'- - -- 'CONNECT NEW 6" SERVICE' !
<br />INTO EXISTING 6" SANITARY '
<br />SERVICE & TAP NEW 1" WATER
<br />-- -INTO EXISTING 4" DIP WATEfij
<br />SERVICE W /4` GV
<br />cT
<br />RESTORE STREET TO
<br />ORIGINAL SECTION
<br />FOR NEW SEWER /WATER
<br />SERVICES (TYP 3 LOCATIONS)
<br />G
<br />RESTORE STREET T6
<br />�. •� ORIGINAL SECTION_,
<br />5
<br />z --7
<br />'
<br />BUILD MH -3
<br />OVER EXISTING
<br />8" SANITARYI
<br />RIM .0398.7
<br />INV EX.- 886.70
<br />INV = 887.20 (W)
<br />12" RCP
<br />�* I4
<br />- ..._... < �� ate.
<br />y� i
<br />CB -103.
<br />RIM =898.1 7 � -ik� CB M
<br />H -102
<br />1� �a0 RIM=899.17
<br />t
<br />MOVE -AND.. ELOCATE
<br />X 6" HYDRANT -
<br />24
<br />'' ;Z..-- .1
<br />I (7) J
<br />0 0
<br />terse
<br />nt
<br />I
<br />RESTORE STREET TO
<br />- --- -- ORIGINAL SECTION
<br />i`
<br />;:CONNECT INTOr
<br />0.505 EXISTING STRUCTURE
<br />CONNECT INTO
<br />9
<br />10
<br />•
<br />0-
<br />TX 17" DIP
<br />WET TAP 6" DIP
<br />14 o INTO EX 12" DIP
<br />C r 6" GV
<br />BUILD MH -1 •
<br />OVER EXISTING
<br />8" SAA '- "- ' - -' -y
<br />RIM =8NIT99.6 RY I II I II
<br />INV EX.= 885.98 I I
<br />10=1186.40 KT-. "'- T -"--'I
<br />11 1 11
<br />e4
<br />CBMH -,01
<br />INV =:9
<br />ROCK CONSTRUCTION
<br />E NTRANCE
<br />e.
<br />V
<br />CONSTRUCTION NOTES
<br />1.. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL
<br />EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY
<br />DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE
<br />REPORTED TO THE OWNER IMMEDIATELY.
<br />W 2. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS
<br />OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE
<br />CONNECTIONS.
<br />24
<br />13
<br />18
<br />14
<br />19
<br />05
<br />N
<br />U
<br />0.
<br />15
<br />w
<br />11
<br />0
<br />0
<br />N
<br />_1 12 ■
<br />16
<br />0
<br />m
<br />A
<br />20
<br />21
<br />s\
<br />I
<br />BLOC
<br />TREE IP R. ..:
<br />- (- FENCE (TYP)
<br />MH -4
<br />RIM= 899.34
<br />INV= 888.07
<br />L >v
<br />17
<br />24
<br />24
<br />6" HYDRANT
<br />W /6" GV
<br />/ \ \
<br />n
<br />22
<br />23
<br />J
<br />Mil -
<br />RIM 4900.04
<br />INVg887.64
<br />iv
<br />g
<br />30 60
<br />90
<br />SCfdl IN
<br />_WARNIi
<br />FEET
<br />THE CONTRACTOR SHALL CONTAC't`ALL PUBLIC UTILITIES r.„
<br />FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,/
<br />CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER'BURIED r
<br />STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR"--""'
<br />REPLACE THE ABOVE WHEN DAMAGED DURING
<br />CONSTRUCTION AT NO COST TO OWNER.
<br />03
<br />3. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY
<br />OF LINO LAKES SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
<br />4. 6" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE
<br />REQUIREMENTS OF ANSI /AWWA CL51 /A21 .51 AND 0104/421.4.
<br />HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO.
<br />OR APPROVED EOUAL COMPLYING WITH THE THE CITY OF LINO LAKES.
<br />GATE VALVES SHALL BE SINGLE DISC TYPE WITH RESILIENT SEAT MEETING
<br />THE REOUIREMENTS OF AWWA C509 AND THE REQUIREMENTS OF
<br />THE MINNESOTA DEPARTMENT OF HEALTH.
<br />5. SANITARY SEWER SHALL BE 8" AND 6" PVC- SDR -35 UNLESS NOTED
<br />DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED
<br />CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE
<br />NEENAH R -1642 WITH TYPE "8" COVER. THE CONTRACTOR SHALL VERIFY
<br />TYPE OF CONNECTION WITH CITY ENGINEERING DEPARTMENT AND
<br />COORDINATE ANY REOUIRED CITY INSPECTIONS NEEDED FOR CITY
<br />ACCEPTANCE.
<br />6. UTILITY TRENCHES SHALL BE COMPACTED TO 955 STANDARD PROCTOR
<br />- MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T -99) FROM THE PIPE
<br />"' ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 1005
<br />STANDARD PROCTOR IN THE UPPER THREE FEET.
<br />MAY 0 7 2004
<br />7. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REOUIRES
<br />INSPECTION BY THE CITY OF LINO LAKES.
<br />8. CONTRACTOR SHALL NOTIFY THE CITY OF LINO LAKES 48 HOURS IN
<br />ADVANCE OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS
<br />MUST OBSERVE ALL WORK COMPLETED ON TOWN CENTRE DRIVE INCLUDING
<br />REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES,
<br />PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS
<br />T(1 EXISTING LINES, BACKFILLING AND PLACEMENT OF BITUMINOUS
<br />PAVEMENT.
<br />9. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE
<br />NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL
<br />DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD
<br />MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY
<br />1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION
<br />SHALL BE PROVIDED AT ALL TIMES.
<br />10. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE
<br />WITH Mn /DOT SPECIFICATIONS.
<br />11. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE
<br />SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING
<br />DEPARTMENT.
<br />12. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY
<br />COMPANIES.
<br />13. SANITARY SEWER SERVICE SHALL BE 6" PVC AND WATER SERVICE
<br />SHALL BE 1" COPPER.
<br />LEGEND
<br /><<
<br />1
<br />•
<br />H
<br />•
<br />4
<br />DENOTES BOUNDARY LINE
<br />DENOTES DRAINAGE/ UTILITY EASEMENT
<br />DENOTES EXISTING STORM SEWER
<br />DENOTES PROPOSED STORM SEWER
<br />DENOTES EXISTING WATERMAIN
<br />DENOTES PROPOSED WATERMAIN
<br />DENOTES EXISTING SANITARY SEWER
<br />DENOTES PROPOSED SANITARY SEWER
<br />DENOTES PROPOSED BUILDING
<br />DENOTES EXISTING STORM MANHOLE/ CB
<br />DENOTES PROPOSED STORM MANHOLE/ CB
<br />DENOTES PROPOSED FES / FES W /RIPRAP
<br />DENOTES EXISTING SANITARY MANHOLE
<br />DENOTES PROPOSED SANITARY MANHOLE
<br />DENOTES PROPOSED HYDRANT
<br />DENOTES PROPOSED GATE VALVE
<br />DENOTES EXISTING HYDRANT
<br />Revisions
<br />Date: Description:
<br />5/05/04
<br />REVISED PMT
<br />DFD
<br />Date: Description:
<br />By:
<br />I hereby certify that this plan was prepared by me or under
<br />my direct supervision and that 1 am a Licensed Professional
<br />Engineer under the laws of the State of Minnesota.
<br />J7.e'MSSa (2
<br />Kenneth Adolf
<br />Date; 5/05/04
<br />Reg. No.
<br />(2048
<br />Designed By:
<br />KA
<br />Drown By
<br />DFD
<br />Chested By:
<br />KA
<br />- ,Schnell & Madson, Inc.
<br />Engineering • Surveying • Planning
<br />Soli Testing • Environmental Services
<br />www.actoeknadsoncom
<br />h0580 Wayzata BoJevard, Side 1 554 Thrd Street NW, &ite 100
<br />Mmeapaia. Mineaota 55305-1525 Ek RNer, Mmesola 55330 -1409
<br />phone (952) 546 -7601 - tar (952) 546-9055 phone-. (763) 241 -0106 - tax. (952) 546 -9065
<br />ty.dwg, 05/05/2004 03:29:30 PM, davidd, 1:2
<br />8hsel.
<br />6of 11
<br />SMI Project Number. 63506 -004
<br />5
<br />6
<br />f
<br />7
<br />8-
<br />6"
<br />GV
<br />I
<br />RESTORE STREET TO
<br />- --- -- ORIGINAL SECTION
<br />i`
<br />;:CONNECT INTOr
<br />0.505 EXISTING STRUCTURE
<br />CONNECT INTO
<br />9
<br />10
<br />•
<br />0-
<br />TX 17" DIP
<br />WET TAP 6" DIP
<br />14 o INTO EX 12" DIP
<br />C r 6" GV
<br />BUILD MH -1 •
<br />OVER EXISTING
<br />8" SAA '- "- ' - -' -y
<br />RIM =8NIT99.6 RY I II I II
<br />INV EX.= 885.98 I I
<br />10=1186.40 KT-. "'- T -"--'I
<br />11 1 11
<br />e4
<br />CBMH -,01
<br />INV =:9
<br />ROCK CONSTRUCTION
<br />E NTRANCE
<br />e.
<br />V
<br />CONSTRUCTION NOTES
<br />1.. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL
<br />EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY
<br />DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE
<br />REPORTED TO THE OWNER IMMEDIATELY.
<br />W 2. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS
<br />OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE
<br />CONNECTIONS.
<br />24
<br />13
<br />18
<br />14
<br />19
<br />05
<br />N
<br />U
<br />0.
<br />15
<br />w
<br />11
<br />0
<br />0
<br />N
<br />_1 12 ■
<br />16
<br />0
<br />m
<br />A
<br />20
<br />21
<br />s\
<br />I
<br />BLOC
<br />TREE IP R. ..:
<br />- (- FENCE (TYP)
<br />MH -4
<br />RIM= 899.34
<br />INV= 888.07
<br />L >v
<br />17
<br />24
<br />24
<br />6" HYDRANT
<br />W /6" GV
<br />/ \ \
<br />n
<br />22
<br />23
<br />J
<br />Mil -
<br />RIM 4900.04
<br />INVg887.64
<br />iv
<br />g
<br />30 60
<br />90
<br />SCfdl IN
<br />_WARNIi
<br />FEET
<br />THE CONTRACTOR SHALL CONTAC't`ALL PUBLIC UTILITIES r.„
<br />FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,/
<br />CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER'BURIED r
<br />STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR"--""'
<br />REPLACE THE ABOVE WHEN DAMAGED DURING
<br />CONSTRUCTION AT NO COST TO OWNER.
<br />03
<br />3. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY
<br />OF LINO LAKES SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
<br />4. 6" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE
<br />REQUIREMENTS OF ANSI /AWWA CL51 /A21 .51 AND 0104/421.4.
<br />HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO.
<br />OR APPROVED EOUAL COMPLYING WITH THE THE CITY OF LINO LAKES.
<br />GATE VALVES SHALL BE SINGLE DISC TYPE WITH RESILIENT SEAT MEETING
<br />THE REOUIREMENTS OF AWWA C509 AND THE REQUIREMENTS OF
<br />THE MINNESOTA DEPARTMENT OF HEALTH.
<br />5. SANITARY SEWER SHALL BE 8" AND 6" PVC- SDR -35 UNLESS NOTED
<br />DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED
<br />CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE
<br />NEENAH R -1642 WITH TYPE "8" COVER. THE CONTRACTOR SHALL VERIFY
<br />TYPE OF CONNECTION WITH CITY ENGINEERING DEPARTMENT AND
<br />COORDINATE ANY REOUIRED CITY INSPECTIONS NEEDED FOR CITY
<br />ACCEPTANCE.
<br />6. UTILITY TRENCHES SHALL BE COMPACTED TO 955 STANDARD PROCTOR
<br />- MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T -99) FROM THE PIPE
<br />"' ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 1005
<br />STANDARD PROCTOR IN THE UPPER THREE FEET.
<br />MAY 0 7 2004
<br />7. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REOUIRES
<br />INSPECTION BY THE CITY OF LINO LAKES.
<br />8. CONTRACTOR SHALL NOTIFY THE CITY OF LINO LAKES 48 HOURS IN
<br />ADVANCE OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS
<br />MUST OBSERVE ALL WORK COMPLETED ON TOWN CENTRE DRIVE INCLUDING
<br />REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES,
<br />PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS
<br />T(1 EXISTING LINES, BACKFILLING AND PLACEMENT OF BITUMINOUS
<br />PAVEMENT.
<br />9. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE
<br />NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL
<br />DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD
<br />MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY
<br />1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION
<br />SHALL BE PROVIDED AT ALL TIMES.
<br />10. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE
<br />WITH Mn /DOT SPECIFICATIONS.
<br />11. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE
<br />SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING
<br />DEPARTMENT.
<br />12. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY
<br />COMPANIES.
<br />13. SANITARY SEWER SERVICE SHALL BE 6" PVC AND WATER SERVICE
<br />SHALL BE 1" COPPER.
<br />LEGEND
<br /><<
<br />1
<br />•
<br />H
<br />•
<br />4
<br />DENOTES BOUNDARY LINE
<br />DENOTES DRAINAGE/ UTILITY EASEMENT
<br />DENOTES EXISTING STORM SEWER
<br />DENOTES PROPOSED STORM SEWER
<br />DENOTES EXISTING WATERMAIN
<br />DENOTES PROPOSED WATERMAIN
<br />DENOTES EXISTING SANITARY SEWER
<br />DENOTES PROPOSED SANITARY SEWER
<br />DENOTES PROPOSED BUILDING
<br />DENOTES EXISTING STORM MANHOLE/ CB
<br />DENOTES PROPOSED STORM MANHOLE/ CB
<br />DENOTES PROPOSED FES / FES W /RIPRAP
<br />DENOTES EXISTING SANITARY MANHOLE
<br />DENOTES PROPOSED SANITARY MANHOLE
<br />DENOTES PROPOSED HYDRANT
<br />DENOTES PROPOSED GATE VALVE
<br />DENOTES EXISTING HYDRANT
<br />Revisions
<br />Date: Description:
<br />5/05/04
<br />REVISED PMT
<br />DFD
<br />Date: Description:
<br />By:
<br />I hereby certify that this plan was prepared by me or under
<br />my direct supervision and that 1 am a Licensed Professional
<br />Engineer under the laws of the State of Minnesota.
<br />J7.e'MSSa (2
<br />Kenneth Adolf
<br />Date; 5/05/04
<br />Reg. No.
<br />(2048
<br />Designed By:
<br />KA
<br />Drown By
<br />DFD
<br />Chested By:
<br />KA
<br />- ,Schnell & Madson, Inc.
<br />Engineering • Surveying • Planning
<br />Soli Testing • Environmental Services
<br />www.actoeknadsoncom
<br />h0580 Wayzata BoJevard, Side 1 554 Thrd Street NW, &ite 100
<br />Mmeapaia. Mineaota 55305-1525 Ek RNer, Mmesola 55330 -1409
<br />phone (952) 546 -7601 - tar (952) 546-9055 phone-. (763) 241 -0106 - tax. (952) 546 -9065
<br />ty.dwg, 05/05/2004 03:29:30 PM, davidd, 1:2
<br />8hsel.
<br />6of 11
<br />SMI Project Number. 63506 -004
<br />
|