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INSET 8 <br />I 15' <br />�&Uuhb&i.UI ILK <br />SOD OR SEED (AS DIRECTED BY <br />THE ENGINEER) W14" MIN TOPSOIL <br />RAN <br />30' <br />16' <br />SEE INSET A <br />SEE INSET B <br />NOTE: <br />1, CONSTRUCT FINAL LIFT OF BITUMINOUS ONE FREEZE -THAW CYCLE AFTER <br />COMPLETION OF THE UTILITY WORK. <br />2, THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON <br />EXISTING SOIL CONDITIONS AS DETERMINED BY THE ENGINEER. <br />3. RIGHT-OF-WAY 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-SD-9 FOR DRAIN DETAIL- <br />300 OR SEED <br />(AS DIRECTED <br />BY THE <br />ENGINEER) <br />W/4" MIN <br />TOPSOIL <br />MINIMUM PAVEMENT DESIGN STANDARD- <br />ACTUAL PAVEMENT DESIGN SHALL BE BASED ON SUBGRADE SOIL R VALUE AND PROJECTED <br />ESAL (TRAFFIC) <br />GEOTECH REPORT RECOMMENDS: <br />4" BITUMINOUS <br />12" CLASS 5 <br />18" GRANULAR BASE <br />112" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURF (2,C) <br />7WEA240C (PG 58-28). MnDOT 2360 <br />157 BITUMINOUS TACK COAT <br />I12" TYPE SP 12.5 BITUMINOUS NON -WEARING COURSE MIXTURE (2,C) <br />'1NEB230C (PG58-28], MnOOT2360 <br />AGGREGATE BASE (CLASS 5 OR SALVAGEDJRECYGLED MATERIAL MEETING CLASS 5 <br />RADATION), MnDOT 3138 <br />I" SELECT GRANULAR BORROW, MnDOT 3149 <br />2" APPROVED SUBGRADE <br />INSET A <br />LHUGO <br />Y C)F <br />EST. IB08 <br />URBAN RESIDENTIAL STREET <br />9 TON DESIGN <br />W R!W <br />46' TO <br />B1C <br />f \ 49 <br />J A <br />f \ <br />34'R d7RBiC <br />P,C- OF ❑ = 46' 02' 06' <br />CURB <br />3F <br />M€ N <br />34' B-8 <br />13' MIN. 13' <br />64' RAN <br />RESIDENTIAL ADT 300-1000 <br />CITY CIF <br />1UG0 <br />EST. 1806 <br />UNTAB LE OR 9618 <br />C&G <br />Special Details <br />Date <br />04-01-15 <br />H U-STR-5 <br />03-12-20 <br />i 5F' OAnr <br />46 TD <br />_'z <br />BIC <br />� 4� 44' <br />f \ 0 44 <br />f CO i <br />34' Ri A 4' R\ <br />L-- — B!C <br />Rc- OF ❑ = 49° 02' 05" <br />CURB <br />2F <br />MIN. <br />TYPICAL CUL-DE-SAC FOR <br />50' & 60' RIGHT-OF-WAYS <br />THIS OCCURS ONLY WHERE <br />MULCH MEETS EDGE OF WALK <br />LEAVE TOP OF <br />MULCH DOWN 1" <br />FROM TOP OF WALK <br />co / <br />FINISHED f3RADE <br />�1 e Y n <br />e G a <br />5' 39' B-B1 <br />MIN. <br />160'�R/j <br />RESIDENTIAL ADT UNDER 300 <br />Special Details <br />4a[z <br />04-01-15 <br />03.12-20 <br />TOOLED CONTROL JOINT <br />SEE DETAIL (TYP.) <br />LIGHT BROOM FINISH PERPENDICULAR TO <br />TRAFFIC WITH 3" WIDE SMOOTH <br />TROWELLED EDGE <br />6" CONCRETE AS SPECIFIED <br />6" CLASS 5 AGGREGATE BASE <br />COMPACTED SUBGRADE <br />NOTES: <br />1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON -SITE <br />A.C.I. TECHNICIAN AS SPECIFIED. <br />2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT <br />REQUIREMENTS. <br />3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS. <br />4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS. <br />5. 1l2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS. <br />MIN. 10.0' TO MkX 24.0' <br />CONTRACTION JOINT <br />(SAWED OR PREFORMED <br />ON WIDTHS 16' OR <br />GREATER) <br />CONTRACTION JOINT (SAWED OR PREFORMED) <br />BACK OF CURB <br />EXPANSION JOINT <br />6'CONCRETE <br />PAVEMENT(3F52A) <br />CONCRETE CURB <br />$ GUTTER SLOPE VA.RIE5 <br />DRIVEV+IAY ...- . <br />CROSS SLOPE WHEN SIDEWALK! TRAIL <br />CROSSES DRIVEWAY Y" PER FOOT <br />�2'MIN- 314"LIP * - a' <br />6" CLASS 5 OR <br />STREET PATCH 2' BY LENGTH OF CURBING SALVAGEDlRECYCLED <br />REMOVED AND REPLACED (MATCH EXISTING MATERIAL MEETING CLASS 5 CONTRACTION JOINT SIDEWALK <br />THICKNESS) GRADATION (MnDOT3138) GROSSING ONLY SAWED OR <br />PREFORMED <br />NOTES: <br />1, WHERE EXISTING CURB OR CURB & GUTTER SECTIONS ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW DRIVEWAY OR NEW <br />DRIVEWAY OPENING, SAID SECTIONS SHALL BE REMOVED TO THE NEAREST JOINT, WHERE SAID NEAREST JOINT IS MORE THEN T <br />BEYOND THE PROJECTED EDGE OF THE PROPOSED DRIVEWAY CONSTRUCTION, A GLEAN SAW -CUT WILL BE PERMITTED AND THE <br />NEW SECTIONS POURED. <br />2. WHERE EXISTING SIDEWALK SECTIONS OR BITUMINOUS TRAIL ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW DRIVEWAY <br />OR NEW DRIVEWAY OPENING, SIDEWALK SECTIONS SHALL BE REMOVED TO THE NEAREST JOINT. BITUMINOUS TRAILS SHALL BE SAW <br />CUT AS DIRECTED BY THE CITY ENGINEER. SIDEWALK SECTIONS AND BITUMINOUS TRAILS SHALL EXTEND THROUGH THE DRIVEWAY <br />UNLESS THE CITY ENGINEER APPROVES IN WRITING SOMETHING DIFFERENT. EXPANSION JOINTS SHALL BE PLACED AT EXISTING <br />SIDEWALK MATCH POINTS- <br />3. WHERE EXISTING CURB OR CURB & GUTTER SECTIONS ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW DRIVEWAY OR NEW <br />DRIVEWAY OPENING, THE CONTRACTOR SHALL SAW CUTTHE srrumiNDUS ROADWAY, RECOMPACT THE AGGREGATE BASE, AND <br />TACK ALL EDGES AS APPROVED BY THE CITY ENGINEER. <br />4. DRIVEWAYS ON STREET RECONSTRUCTION PROJECTS THAT DO NOT HAVE A HARD SURFACE APRON VVITH IN THE RIGHT OF WAY <br />SHALL RECEIVE A BITUMINOUS APRON EXTENDING 5' FROM THE BACK OF CURB OR 6' FROM THE PAVEMENT EDGE WHEN CURBING <br />IS NOT PRESENT, OR AS DIRECTED BY THE CITY ENGINEER. <br />5. NO DRIVEWAY ENTRANCE SHALL BE INSTALLED WITHIN 40' OF A STREET INTERSECTION END RADIUS UNLESS WRITTEN APPROVAL IS <br />GIVEN BY THE CITY ENGINEER. <br />CITY OF <br />1UG0 <br />EST. 1908 <br />RESIDENTIAL CONCRETE <br />DRIVEWAY DETAIL <br />Special Details <br />nip <br />04-01-15 <br />H U-STR-13 <br />03-12-20 <br />SF32" 31F" <br />15132" <br />27-5132" <br />26-202" <br />7-3116" 7-3116" <br />_ i � <br />3" <br />1-7l1 <br />1-1l4" <br />1-172" <br />5" MAX <br />...... a —ERS <br />NOTE: <br />1- CASTING TO BE USED ON SURMOUNTABLE CURB ONLY. STORM <br />STRUCTURES WITHIN DRIVEWAYS WILL NOT BE ALLOWED. <br />EST. 130E <br />DRIVE OVER <br />CASTING <br />NEENAH 3501-TB <br />( BI-DIRECTIONAL) <br />OR EQUIVALENT <br />Special Details <br />D.W: <br />04-01-15 <br />H U-STR-7 <br />03-12-20 <br />O O O <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 />O <br />N <br />N <br />T <br />� <br />LO <br />C <br />a) <br />t0' <br />V\ <br />z <br />LD <br />o <br />J <br />O <br />CD <br />p <br />= <br />te++ <br />AA <br />W <br />Z3 <br />E: <br />Q <br />O <br />O <br />Ar <br />W <br />0 <br />�11 <br />� <br />O <br />O <br />s <br />H <br />U <br />W <br />O <br />Of <br />IL <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 12.13.20 LICENSE NO. 44263 <br />ISSUE/SUBMITTAL SUMMARY <br />DRAWN BY:mp, kt REVIEWED BY: mp, kt <br />PROJECT NUMBER: 18301 <br />REVISION SUMMARY <br />DATE DESCRIPTION <br />CIVIL DETAILS 1 <br />CONCRETE WALK/PAD <br />C500 <br />COPYRIGHT2020CIVIL SITE GROUP IN <br />