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Agenda Packets - 2008/12/22
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Agenda Packets - 2008/12/22
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1/28/2025 4:51:47 PM
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MV Commission Documents
Commission Name
City Council
Commission Doc Type
Agenda Packets
MEETINGDATE
12/22/2008
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City Council Document Type
City Council Packets
Date
12/22/2008
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2.0% <br />VAR (17'-40') <br />12" <br />6" SALVAGED RECLAIMED MATERIAL (SUPPLEMENT WITH NEW CLASS 5 GRAVEL BASE AS NEEDED) <br />PREPARED SUBGRADE <br />VAR (17'-40') <br />DESIGN C GRADE <br />1.5"-TYPE LV3 BITUMINOUS WEARING COURSE (LVWE35030B) <br />2"-TYPE LV3 BITUMINOUS NON-WEARING COURSE (LVNW35030B) <br />L <br />VAR (5'-25')VAR (5'-25')14'14' <br />TYPICAL SECTION 1 <br />SUNNYSIDE RD <br />EASTWOOD RD <br />GREENWOOD DR <br />SHERWOOD RD <br />TYPICAL SECTION 2 <br />FAIRCHILD AVE <br />JACKSON DR <br />ALL RADII ARE 15' TO FACE OF CURB <br />UNLESS NOTED OTHERWISE. <br />GENERAL CONSTRUCTION NOTES (TYPICAL SECTIONS 1, 2, AND 3): <br />1. RECLAIM EXISTING BITUMINOUS SURFACING AND AGGREGATE BASE. <br />2. SALVAGE AND STOCKPILE EXISTING MATERIAL. <br />3. EXCAVATE AND PREPARE SUBGRADE TO ACCOMMODATE NEW DESIGN SECTION. <br />4. REPLACE SALVAGED RECLAIM MATERIAL FOR USE AS RECYCLED CLASS 5 GRAVEL BASE. <br />5. IF SHORT, SUPPLEMENT WITH NEW CLASS 5 GRAVEL BASE MATERIAL AS NECESSARY. <br />6. IF LONG, REMOVE AND DISPOSE OF EXCESS RECLAIMED MATERIAL. <br />SUBGRADE PREPARATION <br />CLASS 5 GRAVEL BASE <br />3.0" - TYPE LV4 BITUMINOUS WEARING COURSE (LVWE45030B) <br />(MATCH EXISTING THICKNESS, 4" MIN.) <br />BITUMINOUS DRIVEWAY REPAIR <br />TYPICAL SECTION <br />SUBGRADE PREPARATION <br />CLASS 5 GRAVEL BASE <br />6" CONCRETE PAVEMENT <br />(MATCH EXISTING THICKNESS, 4" MIN.) <br />CONCRETE DRIVEWAY REPAIR <br />TYPICAL SECTION <br />2.0% <br />VAR (17'-40') <br />12" <br />6" SALVAGED RECLAIMED MATERIAL (SUPPLEMENT WITH NEW CLASS 5 GRAVEL BASE AS NEEDED) <br />PREPARED SUBGRADE <br />VAR (17'-40') <br />DESIGN C GRADE <br />2.4% <br />1.5"-TYPE LV3 BITUMINOUS WEARING COURSE (LVWE35030B) <br />2"-TYPE LV3 BITUMINOUS NON-WEARING COURSE (LVNW35030B) <br />L <br />VAR (5'-25')VAR (5'-25')12'12' <br />VAR (17'-40')VAR (17'-40') <br />2.5" AVERAGE EXISTING BITUMINOUS SURFACING <br />EXISTING BASE MATERIAL <br />VAR (5'-25')VAR (5'-25')13.5'13.5' <br />EXISTING TYPICAL SECTION <br />10.5'*10.5'* <br />10'**10'** <br />* FAIRCHILD AVENUE ONLY <br />** JACKSON DRIVE ONLY <br />EXISTING BITUMINOUS <br />INTEGRANT CURB <br />MnDOT B618 CONCRETE <br />CURB AND GUTTER <br />MnDOT B618 CONCRETE <br />CURB AND GUTTER <br />VARIES (WIDTH "B") <br />2' <br />5' <br />2' <br />0.75" PER <br />FOOT <br />MNDOT B618 <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br />CURB AND GU <br />T <br />T <br />E <br />R <br />SOD BEHIND CURB <br />2.4% <br />4:1 4:1 <br />1.0' FROM T/C TO BOTTOM OF FEATURE <br />(TOP OF SELECT GRANULAR BORROW MODIFIED) <br />0.5' FROM GUTTER TO BOTTOM OF FEATURE (TOP OF SELECT GRANULAR <br />BORROW MODIFIED) <br />(DEPTH "C") <br />5:1 SLOPE AT <br />CURB CUT <br />4" SELECT GRANULAR BORROW MODIFIED <br />(SAND/COMPOST/TOPSOIL MIXTURE - SEE SPECIFICATIONS) <br />MnDOT B618 CONCRETE <br />CURB AND GUTTER <br />CURB CUT FOR INFILTRATION FEATURE <br />TYPICAL SECTION A-A <br />GRADING LIMITS <br />(TOP OF SLOPE) <br />B618 CURB <br />AND GUTTERA <br />A <br />INFILTRATION FEATURE <br />PLAN VIEW <br />CURB CUT <br />TYPICAL SECTION 3 <br />LAKE COURT DRIVE <br />LAKE COURT CIRCLE <br />2.0% <br />20' <br />12" <br />6" SALVAGED RECLAIMED MATERIAL (SUPPLEMENT WITH NEW CLASS 5 GRAVEL BASE AS NEEDED) <br />PREPARED SUBGRADE <br />20' <br />DESIGN C GRADE <br />2.4% <br />1.5"-TYPE LV3 BITUMINOUS WEARING COURSE (LVWE35030B) <br />2"-TYPE LV3 BITUMINOUS NON-WEARING COURSE (LVNW35030B) <br />L <br />1'1'19'19' <br />EXISTING SURMOUNTABLE <br />CONCRETE CURB AND GUTTER <br />EDGEWOOD DR <br />GREENFIELD AVE <br />GREENFIELD PL <br />LAPORT DRIVE <br />CONSTRUCTION NOTES (TYPICAL SECTION 3): <br />1. REMOVE AND REPLACE DAMAGED CONCRETE CURB <br />AND GUTTER AS DIRECTED BY ENGINEER <br />TOP OF TOPSOIL TO BE 4" <br />BELOW CURB CUT ELEVATION <br />4" SALVAGED TOPSOIL AND SOD <br />4" SELECT GRANULAR BORROW MODIFIED <br />(SAND/COMPOST/TOPSOIL MIXTURE - SEE SPECIFICATIONS). <br />RESTORE WITH SEED/HYDROMULCH OR SEED/EROSION <br />CONTROL BLANKET AS SPECIFIED. <br />4" SALVAGED TOPSOIL AND SOD <br />ELEVATION OF CURB CUT <br />BOTTOM OF FEATURE <br />EXTEND SOD TO BOTTOM <br />OF FEATURE AT CURB CUT <br />EXISTING RIGHT-OF-WAY (R/W) <br />LENGTH "A"WIDTH "B"WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFSt. Paul Office2335 West Highway 36St. Paul, MN 55113Phone: 651-636-4600Fax: 651-636-1311PRINT NAME:¤SIGNATURE:DATESURVEYAPPROVEDDESIGNEDDRAWNLIC. NO.DATEBONESTROOwww.bonestroo.com K:\435\43507129\Cad\Dwg\43507129C103A.dwg Thursday, December 18, 2008 7:49:43 AM20082009-2010 STREET AND UTILITY IMPROVEMENT PROJECTMOUNDS VIEW, MINNESOTA43507129C103AMRWMSNJRRPROFESSIONAL ENGINEERMINNESOTA.JOSEPH R. RHEIN2378111/19/0843507129C103ATYPICAL SECTIONSC1.03
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