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x" WEAR COURSE (MNDOT 2360 - SPWEA340B) <br />NOTE: <br />SECTION IS FOR <br />BIDDING PURPOSES <br />ONLY. REFER TO <br />GEOTECH FOR <br />FINAL PAVEMENT III III III III COMPACTED SUBGRADE (100% OF STANDARD <br />SECTION. 1=III1 11=1 11=1 11=1 11=1 11=I 11=1 PROCTOR MAXIMUM DRY DENSITY) <br />HEAVY DUTY BITUMINOUS PAVEMENT <br />N T S <br />NOTE: <br />SECTION IS FOR <br />BIDDING PURPOSES <br />ONLY. REFER TO <br />GEOTECH FOR <br />FINAL PAVEMENT <br />SECTION. COMPACTED SUBGRADE (100% OF STANDARD <br />PROCTOR MAXIMUM DRY DENSITY) <br />LIGHT DUTY BITUMINOUS PAVEMENT <br />TACK COAT (MNDOT 2357) <br />x" BASE COURSE (MNDOT 2360 - SPNWB330B) <br />x" CLASS 5 AGGREGATE <br />SUBBASE (MNDOT 3138) <br />x" WEAR COURSE (MNDOT 2360 - SPWEA340B) <br />N T S <br />TACK COAT (MNDOT 2357) <br />x" BASE COURSE (MNDOT 2360 - SPNWB330B) <br />x" CLASS 5 AGGREGATE <br />SUBBASE (MNDOT 3138) <br />I,.XPANSQN JOINT <br />B <br />QUANDRANT 10 BE POURED <br />INTEGRAL WITH CURB <br />EXPANSION JOINT 1 <br />16" 18" <br />VARIES <br />z°'n <br />SECTION A -A <br />THRU 6618 G & G <br />THIS DETAIL IS THE SAME <br />FOR 807H SIDES OF THE <br />VALLEY GUTTER <br />tb" 18._7 <br />2°- 314"perR, <br />1:1 <br />1Min. ...................:r;:.,.......,....................... s........... <br />6" MIN' CLASS 5 OR SALVAGEDIRECYCLED MATERIAL. MEETING <br />CLASS 5 GRADATION (MmCOT 3138) <br />CITY OF <br />SECTION B B <br />CONCRETE GUTTER <br />VALLEY GUTTER <br />DETAIL <br />Special Details <br />IIrnnr r1r nrTnininir, mini i nT rvTrni�n <br />STAIR SHALL BE FINISHED ON ALL SIDES <br />OF WALL. <br />0"1-15 <br />HU-STR 6 <br />o4-11-19 <br />FINISHFn r_RA <br />Urn r,onn17! <br />FENCE OR RAILING - INSTALL PER PER I I <br />MANUF. SPECS. SHOP DRAWINGS REQUIRED <br />- 8" MIN. LOW PERMEABLE SOIL AS <br />SPECIFIED <br />- IF SHOWN ON PLAN, LANDSCAPE EDGER <br />AND MULCH (6" O.C. FROM RAIL) <br />- CAP BLOCK WITH 4" OVERHANG FROM <br />FACE OF WALL-2 BEADS OF ADHESIVE <br />PER MANUFACTURERS <br />RECOMMENDATIONS <br />- TW, TYP <br />- MODULAR BLOCK RETAINING WALL UNIT <br />AS SPECIFIED (TYP.) <br />- GEOGRID REINFORCEMENT AS <br />SPECIFIED- VERIFY LENGTH WITH <br />ENGINEER <br />12" WIDE DRAINAGE LAYER- 4" DIA. <br />STONE <br />95% COMPACTED BACKFILL SOIL <br />IN 6" LIFTS <br />4" DIA. PERFORATED PIPE WITH FILTER <br />SOCK (SLOPE TO OUTLET) <br />BW, TYP <br />MATERIALS VARY <br />SEE PLANS <br />6" MIN. COMPACTED LEVELING PAD <br />COMPACTED SUBGRADE <br />NOTES: <br />1. THESE SECTIONS ARE FOR ESTIMATING PURPOSES ONLY. CONTRACTOR TO SUBMIT TO LANDSCAPE ARCHITECT CERTIFIED <br />DRAWING BY A MINNESOTA PROFESSIONAL ENGINEER ON STAFF WITH RETAINING WALL MANUFACTURE PRIOR TO WALL <br />INSTALLATION. PREPARATION AND CERTIFICATION TO BE PAID FOR BY THE CONTRACTOR. SECTION AND ELEVATION OF <br />EACH WALL REQUIRED. <br />2. ALL SOIL PARAMETERS SHALL BE VERIFIED BY A GEOTECHNICAL CONSULTANT OR SITE ENGINEER PRIOR TO <br />CONSTRUCTION. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE ASSUMED, NOTIFY MANUFACTURER OF C.M.U. <br />RETAINING WALL 72 HOURS PRIOR TO INSTALLATION. <br />3. <br />4. RAILING IS REQUIRED ON RETAINING WALLS IN LOCATIONS WHERE DIFFERENCES IN GRADE ON EITHER SIDE OF THE WALL <br />ARE IN EXCESS OF 2.5' AND ARE LOCATED CLOSER THAN 4' TO A WALK, PATH, PARKING AREA, OR DRIVE ACCESS ON THE <br />HIGH SIDE -SEE PLANS. <br />5. COORDINATE LOCATION AND INSTALLATION OF RAILING POSTS AND FOOTINGS DURING THE INSTALLATION OF WALL <br />MATERIALS. <br />6. COORDINATE INSTALLATION OF RAIL POSTS AND FOOTINGS WITH INSTALLATION AND LOCATION OF GEOGRID <br />REINFORCEMENT. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CONTRACTOR ALTER THE <br />INTEGRITY OF THE GEOGRID OR WALL MATERIALS. <br />7. AIR DRIVE RAILING FOOTINGS AS SPECIFIED AND IN A MANNER TO NOT DISTURB THE WALL GEOGRID AS RECOMMENDED BY <br />THE WALL MANUFACTURER. COORDINATE INSTALLATION AND SCHEDULING OF RAILING FOOTING WITH WALL <br />MANUFACTURER TO OBSERVE INSTALLATION OF RAILING FOOTINGS. <br />RETAINING WALL <br />N T S <br />INSET B <br />SEE INSET <br />eicUUrcaak2uiierc <br />SOD OR SEED (AS DIRECTED BY <br />THE ENGINEER) WI4" MIN TOPSOIL <br />SEE INSET 8 <br />NOTE: <br />1. CONSTRUCT FINAL LIFT OF 81TUMINOUS ONE FREEZE. -THAW CYCLE AFTER <br />COMPLETION OF THE UTILITY WORK. <br />2. THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS EASED ON <br />EXISTING SOIL CONDITIONS AS DETERMINED BY THE ENGINEER, <br />3- RIGHT -OF -WRY WIDTH TO BE DETERMINED BY THE ENGINEER. <br />4, 4" PERFORATED P.E. PIPE WITH FABRIC- INSTALL WHERE CLAY SOILS ARE <br />ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE <br />ENGINEER. SEE HU-SDA FOR DRAIN DETAIL. <br />SOD OR SEED <br />(AS DIRECTED <br />BY THE <br />ENGINEER) <br />WI4" MIN <br />TOPSOIL <br />MINIMUM PAVEMENT DESIGN STANDARD: <br />ACTUAL PAVEMENT 1)ESIGNSHALL BE BASED ON SUBGRADE SOIL R VALUE ANA PROJECTED <br />ESAL (TRAFFIC) <br />112" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) <br />-WEA240C (PG 58-28). MnDOT 2360 <br />I57 61TUMINOUS TACK COAT <br />112" TYPE SP 12.5 BITUMINOUS NON -WEARING COURSE MIXTURE (2,C) <br />3WES230C (PG58-28). MnDOT 2360 <br />AGGREGATE BASE (CLASS 5OR SAL VAGEDIRECYCLE0 MATERIAL MEETING CLASS <br />RADATTON),. MnDOT 3138 <br />SELECT GRANULAR BORROW, MnDOT 3149 <br />APPROVED SUBGRADE <br />INSET A <br />CITY OF <br />URBAN RESIDENTIAL STREET <br />9 TON DESIGN <br />EST. 1906 <br />Special Details <br />04-01-15 <br />" HU-STR-5 <br />03.12-20 <br />NOTES: <br />I. ALL CONCRETE MATCH POINTS SHALL BE SAW CUT AND HAVE EXPANSION PAD UNLESS OTHERWISE DIRECTED BY THE CITY <br />ENGINEER <br />2. BITUMINOUS DRIVEWAYS SHALL BE A MINIMUM THICKNESS OF 4"COMPACTED, 2" OF WHICH WILL BE WEARING COURSE MATERIAL <br />BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN LIFTS UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. <br />3. ALL BITUMINOUS MATCH POINTS SHALL BE SAW CUT OR MILLER AND TACKED PRIOR TO PATCHING. ON ROADS WERE BITUMINOUS <br />IS 3' THICK OR GREATER THE TOP 1.5" SHALL BE MILLED A MINIMUM OF 18' BEYOND THE SAW CUT AS A MATCH POINT- <br />4. GRAVEL AND BITUMINOUS IN ROADWAY AREA SHALL BE REPAIRED TO A LIKE NEW CONDITION MATCHING EXISTING THICKNESS. <br />5. BITUMINOUS PATCH WORK DONE PRIOR TOJUNE 1ST AND AFTER SEPTEMBER 30TH SMALL 9E HEATED WITH A RADIANT HEATER <br />TO SEAL THE EDGES. <br />6 ALL DRIVEWAYS WITH A GRADER GREATER THEN 1G% MUST OBTAIN CITY ENGINEER APPROVAL <br />7 ALL DRIVEWAYS MUST MEET CITY CODE FOR LOT COVERAGE AREA. <br />8. NO DRIVEWAY SHALL BE WITHIN 40' OF A STREET END RADIUS UNLESS WRITTEN APPROVAL. IS OBTAINED FROM THE CITY <br />ENGINEER. <br />9- WHERE SIDEWALKS I TRAILS EXISTS OR ARE PROPOSED, THE DRIVEWAY SHALL EXTEND THROUGH THE SIDEWALK (TRAIL AREA <br />WITH PEDESTRIAN CURB OPENINGS PLACED (SEE MNDOT PEDESTRIAN CURB RAMP DETAILS). A MAXIMUM 2`,6 CROSS SLOPE ON <br />SIDEWALK 1 TRAIL AREAS CROSSING THROUGH DRIVEWAYS- <br />10. CONTRACTOR TO CALL CITY ENGINEERING DEPARTMENT (651) 762.6316 PRIOR TO CONSTRUCTION <br />FELT EXPANSION <br />PAD <br />18" MIN. <br />CONCRETE CURB <br />8 GUTTER <br />2' MIN <br />BITUMINOUS <br />DRIVEWAY <br />AREA <br />MAINTAIN GUTTER WITH 314" <br />LIP ALONG WIDTH OF <br />SAW CUT EXISTING BITUMINOUS <br />RADIANT HEAT PATCH AREA ON ALL <br />PATCHES PLACED PRIOR TO JUNE 1ST OR <br />AFTE R .9 E P t EM BER 30TH <br />4" TYPE 9.5 WEAR <br />COURSE MIX (2,13) <br />(SPWEA240B) <br />CROSS SLOPE WHEN SIDEWALK i TRAIL <br />CROSSES DRIVEWAY Y PER FOOT <br />T14" LIP <br />CURB RADIUS 25' BACK <br />OF CURB TYPICAL <br />FELT EXPANSION <br />PAD <br />ORIVE'Nm 5LOPEVARIES <br />�- 6" CLASS 5 OR <br />SALVAGEDIRECYCLED <br />STREET PATCH 2' BY LENGTH OF CURBING MATERIAL MEETING CLASS <br />REMOVED AND REPLACED (MATCH EXISTING 5 GRADATION IMniDCT 3138) <br />THICKNESS) <br />OF, Special Details <br />.: CITY OF <br />COMMERCIAL/MULTI FAMILY °'' <br />{W-01-15 <br />HUGO <br />BITUMINOUS <br />DRIVEWAY DETAIL Fe� HU-STR-14 <br />mm y� ESST.1906 03.12-20 <br />CITY C]F <br />EST-1906 <br />PROPERTY LINE <br />SI nPF 11Q" PFR FOOT TO DRAIN <br />3" TYPE 9-5 WEAR COURSE MIX (2,B)I <br />(SPWEA2408) <br />6" CLASS 5 OR SALVAGEDIRECYCLED MATERIAL <br />MEETING CLASS 5 GRADATION IMnDOT 3138) <br />GEOTExTILE FABRIC FOR ROOT CONTROL TO BE PLACED <br />UNDER CLASS $ AGGREGATE <br />BIKE PATH TYPICAL SECTION <br />PROPERTY LINE <br />0.5' <br />SLOPE 111 PER FOOT TO DRAIN <br />"S" CONCRETE (3F52A) <br />CLASS 5 OR SALVAGEDIRECYCLED <br />MATERIAL MEETING CLASS 5 <br />GRADATION (MnDOT 3138) <br />SIDEWALK TYPICAL SECTION <br />BIKE PATH AND <br />SIDEWALK TYPICAL SECTIONS <br />Special Details <br />04-01-T5 <br />H„ HU-STR-17 <br />03.12-20 <br />O�07O Ro�e <br />C� Q O M r <br />Civil Engineering - Surveying - Landscape Architecture <br />4931 W. 35th Street, Suite 200 <br />St. Louis Park, MN 55416 <br />civilsitegroup.com 612-615-0060 <br />U <br />LU <br />O <br />IY <br />0 <br />3 <br />2 <br />V <br />J <br />J <br />N <br />Z A <br />W Ln <br />2 <br />z <br />a. LLI <br />Q LU <br />Z Q <br />Wz <br />t� > <br />V CD <br />O <br />O <br />rO � <br />V <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 02.21.2020 LICENSE NO. 44263 <br />ISSUE/SUBMITTAL SUMMARY <br />DRAWN BY: KT, ND, JD REVIEWED BY: PS <br />PROJECT NUMBER: 19296 <br />REVISION SUMMARY <br />DATE DESCRIPTION <br />CIVIL DETAILS I <br />C5mO <br />COPYRIGHT CIVIL SITE GROUP IN <br />4/17/2020 14:09:58 <br />