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GOVERNING SPECIFICATIONS AS AMENDED:
<br />THE 2014 EDITION OF THE MINNESOTA DEPARTMENT OF
<br />TRANSPORTATION "STANDARD SPECIFICATIONS FOR
<br />CONSTRUCTION' AND THE 2014 EDITION OF THE
<br />"MATERIALS LAB SUPPLEMENTAL SPECIFICATIONS FOR
<br />CONSTRUCTION" SHALL GOVERN.
<br />ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO
<br />THE MMUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC
<br />CONTROL ZONE LAYOUTS,
<br />NOTE:
<br />THE LOCATIONS OF EXISTING UTILITIES AS SHOWN ON THIS PLAN IS
<br />ONLY APPROXIMATE. THE EXACT LOCATIONS OF UTILITIES ARE TO
<br />BE LOCATED BY THE INDIVIDUAL UTILITY COMPANIES THROUGH
<br />GOPHER STATE ONE CALL (651) 454-0002.
<br />THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY
<br />QUALITY D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO
<br />THE GUIDELINES OF CUASCE 38-.2, ENTITLED "STANDARD GUIDELINES
<br />FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE
<br />UTILITY DATA."
<br />mTR m EM
<br />0
<br />PP
<br />2004
<br />n
<br />®0
<br />®0
<br />® k
<br />is k
<br />WV
<br />W
<br />m
<br />STANDARD SYMBOLS
<br />ELECTRIC BOX
<br />-
<br />POWER POLEOVER
<br />8TH STREET NW (MSAS 110)
<br />HEAD WARES
<br />_
<br />HOUSE NUMBER
<br />1;0V
<br />RETAINING WALL
<br />STA: 0+29.10 TO STA: 5+59.86
<br />SIGN
<br />STA: 36+28.80 TO STA: 49+33.04
<br />STORM SEWER
<br />FEET MILES
<br />PROPOSED STORM SEWER
<br />FEET MILES
<br />CIRCULAR CATCH BASIN, MANHOLE
<br />GROSS LENGTH 530.76 0.10
<br />PROPOSED CIRCULAR CATCH BASIN, MANHOLE
<br />GROSS LENGTH 1,304.24 0.25
<br />RECTANGULAR CATCH BASIN, APRON
<br />BRIDGE LENGTH 0 0
<br />PROPOSED RECTANGULAR CATCH BASIN, APRON
<br />BRIDGE LENGTH 0 0
<br />WATER VALVE, FIRE HYDRANT
<br />EXCEPTIONS 0 0
<br />PROPOSED WATER VALVE, FIRE HYDRANT
<br />MINNESOTA DEPARTMENT OF TRANSPORTATION
<br />CITY OF NEW BRIGHTON
<br />RAMSEY COUNTY, MINNESOTA
<br />MUNICIPAL STATE AID PROJECTS NO.
<br />147-109-002, 147-110-011, 147-020-0401 147-020-041,
<br />147-121-0041 147-121-005, 062-619-033, 062-677-028
<br />147-109-002 LOCATED ON: 1ST AVENUE NW (MSAS 109) BETWEEN: 8TH STREET NW (MSAS 110) AND 10TH STREET NW (MSAS 121)
<br />147-110-011 LOCATED ON: 8TH STREET NW (MSAS 110) BETWEEN: OLD HIGHWAY 8 NW (CSAH 77) AND 1 ST AVENUE NW (MSAH 109)
<br />147-020-040 LOCATED ON: 10TH STREET NW (MSAS 121) BETWEEN: OLD HIGHWAY 8 NW (CSAH 77) AND RAILROAD TRACKS (400' WEST)
<br />147-020-041 LOCATED ON: OLD HIGHWAY 8 NW (CSAH 77) BETWEEN: BRIDGE OVER 1694 AND QUEENS GATE
<br />147-121-005 LOCATED ON: 10TH STREET NW (MSAS 121) BETWEEN: OLD HIGHWAY 8 NW(CSAH 77) AND BRIDGE OVER 135W
<br />062-619-033 LOCATED ON: 10TH STREET NW (MSAS 121) BETWEEN: OLD HIGHWAY 8 NW (CSAH 77) AND RAILROAD TRACKS (400' WEST)
<br />062-677-028 LOCATED ON: OLD HIGHWAY 8 NW (CSAS 77) BETWEEN: BRIDGE OVER 1694 AND QUEENS GATE
<br />CONSTRUCTION PLAN FOR BITUMINOUS PAVEMENT REMOVAL, BITUMINOUS SURFACING, PARTIAL CONCRETE CURB
<br />AND GUTTER REPLACEMENT, STORM SEWER, WATERMAIN REPLACEMENT, AND SIGNALIZATION
<br />MUNICIPAL PROJECT 15-1, 2015 STREET REHABILITATION
<br />CONSTRUCTION PLAN FOR BITUMINOUS PAVEMENT REMOVAL, BITUMINOUS SURFACING, PARTIAL CONCRETE CURB
<br />AND GUTTER REPLACEMENT, STORM SEWER, WATERMAIN REPLACEMENT, AND SANITARY SEWER REPAIR
<br />OLD HIGHWAY 8 NW (CSAH 77)
<br />S.A.P. 147-020-041, S.A.P. 062-677-028
<br />STA: 1+14.21 TO STA: 6+32.87
<br />FEET MILES
<br />GROSS LENGTH 518.66 0.10
<br />BRIDGE LENGTH 0 0
<br />EXCEPTIONS 0 0
<br />NET LENGTH 518.66 0.10
<br />A.D.T. 2015 10,500
<br />A.D.T. 2035 12,500
<br />DESIGN LOAD -ton 10
<br />PROJECTED HCADT 7
<br />DESIGN SPEED - MPH 35
<br />URBAN CLASS. MINOR ARTERIAL IN URBAN BOUNDARY
<br />TRAFFIC LANES 4
<br />PARKING LANES 0
<br />"R" VALUE 50
<br />20 YEAR BESALS 2,266,000
<br />STOPPING SIGHT DISTANCE BASED ON:
<br />HEIGHT OF EYE - 3.5 FT HEIGHT OF OBJECT - 2.0 FT
<br />GAS UNE
<br />UNDER GROUND ELECTRIC
<br />PROPOSED SILT FENCE
<br />GAS VALVE
<br />EXISTING TREE, EX. TREE REMOVED
<br />PROPOSED TREE
<br />CHAIN LINK FENCE
<br />EXISTING CONCRETE CURB
<br />PROPOSED CONCRETE CURB
<br />PROPOSED SIDEWALK
<br />CAN BOX
<br />DENOTES PROPERTY LINE
<br />SANITARY FORCEMAIN
<br />S.A.P. 147-109-002 S.A.P. 147-110-011
<br />10TH STREET NW (MSAS 121)
<br />10TH STREET NW (MSAS 121)
<br />1ST AVENUE NW (MSAS 109)
<br />8TH STREET NW (MSAS 110)
<br />S.A.P. 147-121-005
<br />S.A.P. 147-020-040, S.A.P. 062-619-033
<br />S.A.P. 147-109-002
<br />S.A.P. 147-010-011
<br />STA: 6+63.22 TO STA: 17+60.34
<br />STA: 0+29.10 TO STA: 5+59.86
<br />STA: 0+74.81 TO STA: 7+29.97
<br />STA: 36+28.80 TO STA: 49+33.04
<br />FEET MILES
<br />FEET MILES
<br />FEET MILES
<br />FEET MILES
<br />GROSS LENGTH 1097.12 0.21
<br />GROSS LENGTH 530.76 0.10
<br />GROSS LENGTH 655.16 0.12
<br />GROSS LENGTH 1,304.24 0.25
<br />BRIDGE LENGTH 0 0
<br />BRIDGE LENGTH 0 0
<br />BRIDGE LENGTH 0 0
<br />BRIDGE LENGTH 0 0
<br />EXCEPTIONS 0 0
<br />EXCEPTIONS 0 0
<br />EXCEPTIONS 0 0
<br />EXCEPTIONS 0 0
<br />NET LENGTH 1097.12 0.21
<br />NET LENGTH 530.76 0.10
<br />NET LENGTH 655.16 0.12
<br />NET LENGTH 1,304.24 0.25
<br />A.D.T. 2015 6,130
<br />A.D.T. 2015 9,760
<br />A.D.T. 2015 1,380
<br />A.D.T. 2015 1,900
<br />A.D.T. 2035 7,470
<br />A.D.T. 2035 13,960
<br />A.D.T. 2035 2,160
<br />A.D.T. 2035 4,530
<br />DESIGN LOAD - ton 9
<br />DESIGN LOAD -ton 9
<br />DESIGN LOAD - ton 9
<br />DESIGN LOAD -ton 9
<br />PROJECTED HCADT 7%
<br />PROJECTED HCADT 7%
<br />PROJECTED HCADT 7%
<br />PROJECTED HCADT 7
<br />DESIGN SPEED - MPH 35
<br />DESIGN SPEED - MPH 35
<br />DESIGN SPEED - MPH 30
<br />DESIGN SPEED - MPH 30
<br />URBAN CLASS. COLLECTOR IN URBAN BOUNDARY
<br />URBAN CLASS. COLLECTOR IN URBAN BOUNDARY
<br />URBAN CLASS. COLLLECTOR IN URBAN BOUNDARY
<br />URBAN CLASS. COLLECTOR IN URBAN BOUNDARY
<br />TRAFFIC LANES 2
<br />TRAFFIC LANES 2
<br />TRAFFIC LANES 2
<br />TRAFFIC LANES 2
<br />PARKING LANES 0
<br />PARKING LANES 0
<br />PARKING LANES 2
<br />PARKING LANES 2
<br />'R"VALUE 50
<br />"R" VALUE 50
<br />'R"VALUE 12
<br />"R" VALUE 50
<br />20 YEAR BESALS 1,489,000
<br />20 YEAR BESALS 2,597,000
<br />20 YEAR BESALS 216,000
<br />20 YEAR BESALS 235,000
<br />STOPPING SIGHT DISTANCE BASED ON:
<br />STOPPING SIGHT DISTANCE BASED ON:
<br />STOPPING SIGHT DISTANCE BASED ON:
<br />STOPPING SIGHT DISTANCE BASED ON:
<br />HEIGHT OF EYE - 3.5 FT HEIGHT OF OBJECT - 2.0 FT
<br />HEIGHT OF EYE - 3.5 FT HEIGHT OF OBJECT - 2.0 FT
<br />HEIGHT OF EYE - 3.5 FT HEIGHT OF OBJECT - 2.0 FT
<br />HEIGHT OF EYE - 3.5 FT HEIGHT OF OBJECT - 2.0 FT
<br />THIS PLAN CONTAINS 89 SHEETS
<br />' CiT ),7 of
<br />\I I� I,
<br />BRI GHTO N
<br />Engimeri,ng De1Da7t9Te72
<br />803 Old Highway 8
<br />NewBrighto74 MYr 55112
<br />(651) 638-2050
<br />147-121-005 S.A.P. 062-619-033
<br />ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH
<br />IN THE CONSTRUCTION OF THIS PROJECT.
<br />I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND
<br />THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA
<br />REG. NO. 41295 DATE
<br />CRAIG SCHLICHTING, P.E.
<br />NEW BRIGHTON CITY ENGINEER
<br />DATE
<br />APPROVED: RAMSEY COUNTY ENGINEER
<br />RECOMMENDED FOR APPROVAL BY DATE
<br />DISTRICT STATE AID ENGINEER: REVIEWED FOR
<br />COMPLIANCE WITH STATE AID RULES/POLICY
<br />DATE
<br />APPROVED FOR STATE AID FUNDING: STATE AID ENGINEER
<br />S.A.P. 062-677-028 TITLE SHEET 1 OF 89 SHEETS
<br />PLAN INDEX
<br />SHEET 1 TITLE SHEET
<br />SHEET 2-3 STATEMENT OF ESTIMATED QUANTITIES
<br />SHEET 4-9 TYPICAL SECTIONS
<br />SHEET 10-14 DETAILS SHEETS AND SIDEWALK PED SHEET
<br />SHEET 15 CONSTRUCTION PHASING PLAN
<br />SHEET 16-18 ALIGNMENT PLAN AND TABULATION
<br />SHEET 19-24 REMOVAL AND EROSION CONTROL PLAN
<br />SHEET 25-35 CONSTRUCTION PLAN AND PROFILES
<br />SHEET 36 TRAIL PLAN
<br />SHEET 37 STORM SEWER LATERALS
<br />SHEET 38 DRAINAGE TABULATION
<br />SHEET 39 POND SHEET
<br />SHEET 40 INTERSECTION GRADING PLAN
<br />SHEET 41-42 RETAINING WALL PLAN
<br />SHEET 43-46 SIGNING AND STRIPING PLAN
<br />SHEET 47-48 STRIPING DETAILS
<br />SHEET 49-53 SIGNING DETAILS
<br />SHEET 54-66 SIGNAL PLANS
<br />SHEET 67-69 ENHANCED PEDESTRIAN CROSSING PLANS
<br />SHEET 70-74 LIGHTING PLANS AND DETAILS
<br />SHEET 75-85 LANDSCAPE PLANS AND DETAILS
<br />SHEET 86-89 CROSS SECTIONS
<br />S.A.P. 147-020-040 S.A.P. 147-020-041 S.A.P
<br />THIS PLAN CONTAINS 89 SHEETS
<br />' CiT ),7 of
<br />\I I� I,
<br />BRI GHTO N
<br />Engimeri,ng De1Da7t9Te72
<br />803 Old Highway 8
<br />NewBrighto74 MYr 55112
<br />(651) 638-2050
<br />147-121-005 S.A.P. 062-619-033
<br />ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH
<br />IN THE CONSTRUCTION OF THIS PROJECT.
<br />I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND
<br />THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA
<br />REG. NO. 41295 DATE
<br />CRAIG SCHLICHTING, P.E.
<br />NEW BRIGHTON CITY ENGINEER
<br />DATE
<br />APPROVED: RAMSEY COUNTY ENGINEER
<br />RECOMMENDED FOR APPROVAL BY DATE
<br />DISTRICT STATE AID ENGINEER: REVIEWED FOR
<br />COMPLIANCE WITH STATE AID RULES/POLICY
<br />DATE
<br />APPROVED FOR STATE AID FUNDING: STATE AID ENGINEER
<br />S.A.P. 062-677-028 TITLE SHEET 1 OF 89 SHEETS
<br />
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