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PC Packet 03.28.19
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PC Packet 03.28.19
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5/6/2019 5:27:31 PM
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Commissions
Meeting Date
3/28/2019
Document Type
Agenda/Packets
Commission Name
Planning
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NOTE: <br />SECTION IS FOR <br />BIDDING PURPOSES <br />ONLY, REFER TO <br />GEOTECH FOR <br />FINAL PAVEMENT <br />X" WEAR COURSE (MNDOT 2360 - SPWEA340C) <br />TACK COAT (MNDOT 2357) <br />X" BASE COURSE (MNDOT 2360 - SPNWB330C) <br />X" CLASS 5 AGGREGATE <br />SUBBASE (MNDOT 3138) <br />III III I III — - COMPACTED SUBGRADE (100% OF STANDARD <br />SECTION. 11=1 1=1 1=1 1=1 1=1 1=1 1=1 PROCTOR MAXIMUM DRY DENSITY) <br />e -%O\ HEAVY DUTY BITUMINOUS PAVEMENT <br />NTS <br />NOTE: <br />SECTION IS FOR <br />BIDDING PURPOSES <br />ONLY. REFER TO <br />GEOTECH FOR <br />FINAL PAVEMENT <br />SECTION. <br />X" WEAR COURSE (MNDOT 2360 - SPWEA340B) <br />TACK COAT (MNDOT 2357) <br />X" BASE COURSE (MNDOT 2360 - SPNWB330B) <br />X" CLASS 5 AGGREGATE <br />SUBBASE (MNDOT 3138) <br />COMPACTED SUBGRADE (100% OF STANDARD <br />PROCTOR MAXIMUM DRY DENSITY) <br />LIGHT DUTY BITUMINOUS PAVEMENT <br />NTS <br />6" RADIUS <br />12" DIAMETER <br />6" LINE WIDTH <br />3" LINE WIDTH <br />5-6" SQUARE OVERALL <br />18" RADIUS <br />ALL COLORS TO MATCH ADA <br />STANDARD COLORS <br />ACCESSIBLE PARKING PAVEMENT MARKING <br />NTS <br />CD <br />CID <br />EXTEND POST PAST TOP OF POST <br />GALVANIZED STEEL FASTENER <br />(TYP. OF 2) <br />METAL SIGN ACCORDING <br />TO MN STATE CODE <br />GREEN POWDER COATED STEEL SQUARE <br />POST AS SPECIFIED <br />6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1 <br />COAT OF APPROPRIATE PRIMER AND TWO COATS <br />SIGN ENAMEL. FILL ANNULAR SPACE WITH GROUT. <br />COVER WITH YELLOW "IDEAL SHIELD" PLASTIC <br />COVER. <br />10 DEGREE SLOPE <br />MATERIAL VARIES -SEE PLAN <br />1 INCH SILICONE RUBBER <br />OR ASPHALTIC CAULKING <br />COMPOUND <br />FILL ANNULAR SPACE TO 1 INCH <br />FROM TOP WITH SILICA SAND <br />1/4" METAL PLATE WELDED TO <br />BOTTOM OF 6" PIPE <br />KiP►[y:1�l�YiZ�1t�IP[e7F�9�xy1�1��] <br />NOTE: <br />1. SIGN SHALL BE AS SPECIFIED. <br />2. VERIFY POST PAINT COLOR WITH LANDSCAPE <br />ARCHITECT PRIOR TO INSTALLATION. <br />ACCESSIBLE SIGN AND POST <br />NTS <br />OO O <br />(C h 7 R a R � <br />Om E O M p <br />Civil Engineering • Surveying • Landscape Architecture <br />4931 W. 35th Street, Suite 200 <br />St. Louis Park, MN 55416 <br />civilsitegroup.com 612-515-0060 <br />MILLER <br />HANSON <br />Cn <br />FM <br />z <br />LU <br />2FM <br />Q <br />am <br />a <br />Nt <br />M <br />'t <br />U')'^ v♦ <br />Ln LU <br />� W_ <br />O � <br />W <br />_ IL <br />> O <br />a. <br />Q LL <br />U <br />elf <br />M <br />N <br />IZT <br />L0 <br />Ln <br />z <br />2 <br />C <br />J <br />0- <br />LUz <br />z <br />2 <br />C <br />LU <br />LU <br />__J <br />0 <br />J <br />Ln <br />CO <br />ti <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE OF <br />MINNESOTA. <br />Matthew R. Pavek <br />DATE 2/15/19 LICENSE NO. 44263 <br />ISSUE/SUBMITTAL SUMMARY <br />DRAWN BY:BN REVIEWED BY: DK <br />PROJECT NUMBER: 18125 <br />REVISION SUMMARY <br />DATE I DESCRIPTION <br />CIVIL DETAILS <br />C500 <br />2/14/2019 4:58 PM 0 COPYRIGHT2018 CIVIL SITE GROUP INC. <br />MTENCRETE MATCH POINTS SHALL BE SAW CUT AND HAVE EXPANSION PAD UNLEl3S OTHERWISE DIRECTED BY THEFr <br />6" DISTANCE TO CL VARIABLE <br />GINEER <br />PROPERTY LINE <br />1/2" R <br />NCRETE SHALL HAVE A SLUMP OF 3" OR LESS, A 7 -DAY STRENGTH OF AT LEAST 2,000 PSI AND A 28 DAY <br />3" R <br />COMPRESSIVE STRENGTH OF 3,900 PSI <br />0.5' 8' 1' <br />3. ALL BITUMINOUS MATCH POINTS SHALL BE SAW CUT OR MILLED AND TACKED PRIOR TO PATCHING. ON ROADS WERE <br />} f a �3 <br />BITUMINOUS IS 3" THICK OR GREATER THE TOP 1.5" SHALL BE MILLED A MINIMUM OF 18" BEYOND THE SAW CUT AS A MATCH <br />1/2" R <br />POINT. <br />SLOPE 3/4"/FT. N ° Mn/DOT B 618 <br />4. GRAVEL AND BITUMINOUS IN ROADWAY AREA SHALL BE REPAIRED TO A LIKE NEW CONDITION MATCHING EXISTING <br />-- <br />THICKNESS. <br />SLOPE 1/4" PER FOOT TO DRAIN <br />_ <br />. 4i5. <br />.: -A <br />BITUMINOUS PATCH WORK DONE PRIOR TO JUNE 1ST AND AFTER SEPTEMBER 30TH SHALL BE HEATED WITH A RADIANT <br />HEATER TO SEAL THE EDGES. <br />\ /�\ <br />\ \//\\//\ <br />.a <br />6. ALL DRIVEWAYS WITH A GRADER GREATER THEN 10% MUST OBTAIN CITY ENGINEER APPROVAL. <br />/� /�� /� /� / , / , \ <br />/� / <br />.. <br />I� 8" 18" <br />7. ALL DRIVEWAYS MUST MEET CITY CODE FOR LOT COVERAGE AREA. <br />,\ <br />8. NO DRIVEWAY SHALL BE WITHIN 40' OF A STREET END RADIUS UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE CITY <br />3" TYPE 9.5 WEAR COURSE MIX (2,B) <br />ENGINEER. <br />(SPWEA240B) <br />6" DISTANCE TO CL VARIABLE <br />9. WHERE SIDEWALKS / TRAILS EXISTS OR ARE PROPOSED, THE DRIVEWAY SHALL EXTEND THROUGH THE SIDEWALK/ TRAIL <br />6" CLASS 5 AGGREGATE 100% CRUSHED <br />1/2" R 3„ R <br />AREA WITH PEDESTRIAN CURB OPENINGS PLACED (SEE STANDARD PLATE NO. HU-STR-4). A MAXIMUM 2% CROSS SLOPE ON <br />LIMESTONE QUARRY OR RECYCLED EQUAL <br />SIDEWALK / TRAIL AREAS CROSSING THROUGH DRIVEWAYS. <br />(MnDOT 3138) <br />1 <br />10.CONTRACTOR TO CALL CITY ENGINEERING DEPARTMENT (651) 762-6316 PRIOR TO CONSTRUCTION. <br />GEOTEXTILE FABRIC FOR ROOT CONTROL TO BE PLACED <br />3 1/2" R <br />F <br />UNDER CLASS 5 AGGREGATE <br />`�' SLOPE 314"IFT. <br />GEOTEXTILE FABRIC TO BE BIOBARRIER OR APPROVED <br />-- Mn/DOT B 624 <br />4 <br />EQUAL <br />.. �° • �. ° <br />a �' ti• .. <br />°'. <br />NOTE: <br />a <br />THE FINAL WEAR COARSE LIFT SHOULD BE PLACED UPON 90-95% COMPLETION <br />a.. '' • . e <br />CURB RADIUS 25' <br />OF ALL HOME CONSTRUCTION. <br />BACK CURB <br />8' 24 �I <br />AL <br />TYPICAL <br />BIKE PATH TYPICAL SECTION <br />FELT EXPANSION <br />FELT EXPANSION PAD <br />28" R <br />16 <br />PAD <br />12" R <br />MAINTAIN GUTTER WITH 3/4" <br />68" R TOP OF BITUMINOUS MAT <br />LIP ALONG WIDTH OF <br />L..1/2" <br />DRIVEWAY OPENING. <br />I 'v <br />PROPERTY LINE <br />Q .n' <br />°� MODIFIED 'S' DESIGN <br />° <br />+ SAW CUT EXISTING BITUMINOUS 24" MIN <br />18" MIN. MILLED AREA <br />o .°d. •. <br />G <br />° <br />' BASE <br />17 1/2" 10 1/2" <br />RADIANT HEAT PATCH AREA ON ALL — <br />PATCHES PLACED PRIOR TO JUNE IST OR <br />SLOPE 1/4" PER FOOT TO DRAIN <br />28 <br />AFTER SEPTEMBER 30TH <br />6" DISTANCE TO CL VARIABLE <br />CONCRETE <br />VARtES <br />1/2" R <br />CURB &GUTTER SLOPE <br />ORNEWAY SLO <br />'4" CONCRETE (3A32A) <br />3" R <br />SLOPE WHEN SIDEWALK I TRA. <br />CROSS <br />DRIVEWAY%4" PER FOOT e= v ` -' ° e ' <br />4" FINE FILTERED AGGREGATE <br />DER CLASS 5 <br />1 <br />CROSSES <br />' <br />)100% <br />3 <br />I— 2' MIN. 3/4" LIP A , , - . e ' o . ' ;,> . '' <br />' ' <br />AGGREGATE CRUSHED <br />' <br />LIMESTONE QUARRY OR <br />N <br />a -- SLOPE 314"/FT. 1/2" R Mn/DOT B 612 <br />< - <br />CONCRETE 6"RECYCLED <br />o::,24 <br />EQU,4L (MnDOT 3138) <br />a <br />' ' <' o. THICKNESS TYPICAL <br />° ' <br />CLASS 5 100% CRUSHED <br />'NOTE: <br />• : n «'' <br />STREET PATCH 2' BY LENGTH OF CURBING 6" THICKNESS TYPICAL <br />6" THICK SIDEWALK IS REQUIRED THROUGH DRIVEWAY <br />I� 8" 12" <br />REMOVED AND REPLACED (MATCH CONTRACTION JOINT <br />AREAS,. <br />EXISTING THICKNESS) SIDEWALK CROSSING ONLY <br />NOTES: <br />SAWED OR PREFORMED <br />1. MINIMUM OF 3" CLASS 5 AGGREGATE BASE UNDER ALL <br />SIDEWALK TYPICAL SECTION <br />CURB AND GUTTER <br />OF <br />Special Details <br />Dd1e <br />Special Details <br />CITY OF <br />COMMERCIAL/MULTI FAMILYDa1e <br />CITY OFCONCRETE BIKE PATH AND <br />Special Details <br />Date04-01-15 <br />LIMIGO <br />04-01-15 <br />04-01-15 <br />CURB & GUTTER <br />HU—STR-2B <br />CONCRETE DRIVEWAY DETAILHU—STR-8B <br />� SIDEWALK TYPICAL SECTIONS <br />HU—STR-9 <br />Revised: <br />Revised <br />Revised: <br />01-20-17 <br />EST. 1906 01-20-17EST.1906 <br />01-20-17 <br />\� O <br />SPECIFICATIONS: <br />SUBMIT PLAN TO CITY OF HUGO PRIOR TO INSTALLATION OF SIGNS, <br />W&L4ND <br />Ct <br />BUFFLRMATERIAL AND WORDS MAY CHANGE <br />EXISTING GROUND LINE <br />MONUMENT: <br />APPROVED BACKFILL MATERAIL (VAR. DEPTH TO TOP OF PIPE) <br />NOCONSISTS OF A POST AND A WETLAND BUFFER SIGN <br />M WING <br />ALLOVI�ED WETLAND BUFFER SIGNS: <br />NORMAL TRENCH SLOPE IN <br />AREAS OF SUITABLE FOUNDATION <br />MOUNTED FLUSH WITH THE TOP OF THE POST FASTENED WITH 3/8" DRIVE <br />MATERIAL <br />RIVETS AND NYLON WASHERS SIZE: 12" H x 8" W ALUMINUM SHALL BE <br />1 1 <br />5052-H38 OR 6061-T6 ALLOY. GAUGE SHALL BE 0.080 <br />1 <br />2 PIPE SPRING <br />LINE <br />SUITABLE <br />POST MATERIALS: <br />2' MIN. 4' MAX AS ONSITE <br />GRANULAR <br />2" X 2" X 8' TELSPAR POST <br />DIRECTED BY THE 1 . <br />MATERIAL <br />ENGINEER 1 <br />O <br />+ GEOTEXTILE FABRIC <br />° <br />POST INSTALLATION: <br />- <br />MOUNTED TO A HEIGHT OF FOUR FEET ABOVE GRADE SET AT LEAST 42 <br />PIPE BACKFILL AS DIRECTED <br />INCHES IN THE GROUND INSTALLED PER APPROVED PLAN. <br />BY THE ENGINEER <br />O <br />U) <br />3/4" TO 1-1/2" 100% CRUSHED FOUNDATION <br />0 <br />a <br />MATERIAL OR APPROVED GRANULAR <br />O <br />N <br />x <br />MATERIAL, WRAP WITH GEOTEXTILE FABRIC, <br />ORIENT LENGTH OF ROLL PERPENDICULAR <br />V <br />TO PIPE AND OVERLAP SIDES AND END 3 FEET <br />NOTES: <br />1. 0.063" THICK ALUMINUM SIGN. WHITE LETTERS ON GREEN HIGH INTENSITY PRISMATIC REFLECTORIZED <br />BACKGROUND. <br />2. 2" x 2" TELSPAR POST, MINIMUM 3 FEET BURY DEPTH AND MINIMUM 3 FEE ABOVE EXISTING GROUND. <br />� <br />CITY OF <br />STRUCTURE MARKER <br />Special Details <br />Date. 04_01_15 <br />� <br />CITY OF <br />WETLAND BUFFER <br />Special Details <br />Date: 04-01-1.`i <br />/, CITY OF <br />TYPICAL TRENCH FOR <br />Special Details <br />Date: <br />SIGNS <br />HU—SIG-1� <br />MARKER <br />HU—SIG--2 <br />04-01-15 <br />Revised: <br />Revised: <br />' <br />UNSTABLE FOUNDATION <br />MSC <br />FST. 1906 <br />01-20-17 <br />r;5.1. 1906 <br />01-20-1 <br />EST. 1906 <br />-1 <br />Revised: <br />01-20-17 <br />NOTE: <br />SECTION IS FOR <br />BIDDING PURPOSES <br />ONLY, REFER TO <br />GEOTECH FOR <br />FINAL PAVEMENT <br />X" WEAR COURSE (MNDOT 2360 - SPWEA340C) <br />TACK COAT (MNDOT 2357) <br />X" BASE COURSE (MNDOT 2360 - SPNWB330C) <br />X" CLASS 5 AGGREGATE <br />SUBBASE (MNDOT 3138) <br />III III I III — - COMPACTED SUBGRADE (100% OF STANDARD <br />SECTION. 11=1 1=1 1=1 1=1 1=1 1=1 1=1 PROCTOR MAXIMUM DRY DENSITY) <br />e -%O\ HEAVY DUTY BITUMINOUS PAVEMENT <br />NTS <br />NOTE: <br />SECTION IS FOR <br />BIDDING PURPOSES <br />ONLY. REFER TO <br />GEOTECH FOR <br />FINAL PAVEMENT <br />SECTION. <br />X" WEAR COURSE (MNDOT 2360 - SPWEA340B) <br />TACK COAT (MNDOT 2357) <br />X" BASE COURSE (MNDOT 2360 - SPNWB330B) <br />X" CLASS 5 AGGREGATE <br />SUBBASE (MNDOT 3138) <br />COMPACTED SUBGRADE (100% OF STANDARD <br />PROCTOR MAXIMUM DRY DENSITY) <br />LIGHT DUTY BITUMINOUS PAVEMENT <br />NTS <br />6" RADIUS <br />12" DIAMETER <br />6" LINE WIDTH <br />3" LINE WIDTH <br />5-6" SQUARE OVERALL <br />18" RADIUS <br />ALL COLORS TO MATCH ADA <br />STANDARD COLORS <br />ACCESSIBLE PARKING PAVEMENT MARKING <br />NTS <br />CD <br />CID <br />EXTEND POST PAST TOP OF POST <br />GALVANIZED STEEL FASTENER <br />(TYP. OF 2) <br />METAL SIGN ACCORDING <br />TO MN STATE CODE <br />GREEN POWDER COATED STEEL SQUARE <br />POST AS SPECIFIED <br />6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1 <br />COAT OF APPROPRIATE PRIMER AND TWO COATS <br />SIGN ENAMEL. FILL ANNULAR SPACE WITH GROUT. <br />COVER WITH YELLOW "IDEAL SHIELD" PLASTIC <br />COVER. <br />10 DEGREE SLOPE <br />MATERIAL VARIES -SEE PLAN <br />1 INCH SILICONE RUBBER <br />OR ASPHALTIC CAULKING <br />COMPOUND <br />FILL ANNULAR SPACE TO 1 INCH <br />FROM TOP WITH SILICA SAND <br />1/4" METAL PLATE WELDED TO <br />BOTTOM OF 6" PIPE <br />KiP►[y:1�l�YiZ�1t�IP[e7F�9�xy1�1��] <br />NOTE: <br />1. SIGN SHALL BE AS SPECIFIED. <br />2. VERIFY POST PAINT COLOR WITH LANDSCAPE <br />ARCHITECT PRIOR TO INSTALLATION. <br />ACCESSIBLE SIGN AND POST <br />NTS <br />OO O <br />(C h 7 R a R � <br />Om E O M p <br />Civil Engineering • Surveying • Landscape Architecture <br />4931 W. 35th Street, Suite 200 <br />St. Louis Park, MN 55416 <br />civilsitegroup.com 612-515-0060 <br />MILLER <br />HANSON <br />Cn <br />FM <br />z <br />LU <br />2FM <br />Q <br />am <br />a <br />Nt <br />M <br />'t <br />U')'^ v♦ <br />Ln LU <br />� W_ <br />O � <br />W <br />_ IL <br />> O <br />a. <br />Q LL <br />U <br />elf <br />M <br />N <br />IZT <br />L0 <br />Ln <br />z <br />2 <br />C <br />J <br />0- <br />LUz <br />z <br />2 <br />C <br />LU <br />LU <br />__J <br />0 <br />J <br />Ln <br />CO <br />ti <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE OF <br />MINNESOTA. <br />Matthew R. Pavek <br />DATE 2/15/19 LICENSE NO. 44263 <br />ISSUE/SUBMITTAL SUMMARY <br />DRAWN BY:BN REVIEWED BY: DK <br />PROJECT NUMBER: 18125 <br />REVISION SUMMARY <br />DATE I DESCRIPTION <br />CIVIL DETAILS <br />C500 <br />2/14/2019 4:58 PM 0 COPYRIGHT2018 CIVIL SITE GROUP INC. <br />
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