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PROPERTY LINE 0-5, MIN.10.0'TOM kX 24.0' MIN.10.0'TO MAX 24.0' EDGE OF PLAT SLOPE 114"PER FOOT TO DRAIN BITUMINOUS CONTRACTION JOINT (SAWED OR PREFORMED ON WIDTHS 16'OR 1 GREATER) 30'R 3"TYPE 9.5 WEAR COURSE MIX(2,B) TO BIC (SPWEA240B) CONTRACTION JOINT(SAWED OR PREFORMED) 6"CLASS 5 OR SALVAGEDIRECYCLE❑MATERIAL \\ MEETING CLASS 5 GRADATION(MnDOT 3138) END CURB \ BACK OF CURB 3'0 BACK OF CURB 4T R GEOTEXTILE FABRIC FOR ROOT CONTROL TO BE PLACED TO B1C UNDER AGGREGATE 1'-0" EXPANSION JOINT \ 3"TYPE 9.5 WEAR COURSE MIX 6"CONCRETE P.C.OF CURS BIKE PATH TYPICAL SECTION (2,B)(SPWEA240B) PAVEMENT(3F52A) 10'TEMPORARY EASEMENT FOR CONCRETE CURB VARIES CONCRETE CURB VARIES CUL-DE-SAC THAT WOULD EXPIRE &GUTTER y SLOPE &GUTTER IVEWA V7=Wpy SLOP WHEN STREET IS EXTENDED AND cn GROSS SLOPE WHEN SIDEWALK TRAIL DR DRI r.• CUL-DE-SAC IS REMOVED "PER FOOT CROSS SLOPE WHEN SIDEWALK!TRAIL , ., . s O CROSSES DRIVEWAY/4 "'a a Z w CROSSES DRIVEWAY Ya'PER FOOT . ;r s; , �w ■ 2'MIN. 3l4"LIP 'MIN. 3J4"LIP •}•r PROPERTY LINE Y• +•^ '+,¢:4 BITUMINOUS3" ►. ` p •` 32'F-F 0.5' 5' 0.5' +.a•L n.►: THICKNESS TYPICAL 4''�° '*�• ;t n' r * 6"CLASS 5 OR 6"CLASS 5 OR MIN. SALVAGEDIRECYCLED STREET PATCH 2'BY LENGTH OF CURBING SALVAG E DIRE CYCLED STREET PATCH 2'BY LENGTH T CURBING CH EXISTING MATERIAL MEETING CLASS REMOVED AND REPLACED(MATCH EXISTING MATERIAL MEETING CLASS 5 REMOVED AND REPLACED(MAT 5 GRADATION(MnDOT 3138) CONTRACTION JOINT SIDEWALKTHICKNESS) THICKNESS) GRADATION(MnDOT 3138} CROSSING ONLY SAWED OR 34'B-B 13, SLOPE 114"PER FOOT TO DRAIN PREFORMED MIN. \ NOTES: NOTES' 1. WHERE EXISTING CURB OR CURB&GUTTER SECTIONS ARE REMOVED TO FACILITATE CONSTRUCTION OF ANEW DRIVEWAY OR NEW 1. WHERE EXISTING CURB OR CURB&GUTTER SECTIONS ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW DRIVEWAY OR NEW ri i•R:,1' DRIVEWAY OPENING,SAID SECTIONS SHALL BE REMOVED TO THE NEAREST JOINT.WHERE SAID NEAREST JOINT IS MORE THEN 3' DRIVEWAY OPENING,SAID SECTIONS SHALL BE REMOVED TO THE NEAREST JOINT.WHERE SAID NEAREST JOINT IS MORE THEN 3' 6"CONCRETE(3F52A) BEYOND THE PROJECTED EDGE OF THE PROPOSED DRIVEWAY CONSTRUCTION,A CLEAN SAW-CUT WILL BE PERMITTED AND THE BEYOND THE PROJECTED EDGE OF THE PROPOSED DRIVEWAY CONSTRUCTION,A CLEAN SAW-CUT WILL BE PERMITTED AND THE NEW SECTIONS POURED. NEW SECTIONS POURED. CLASS 5 OR SALVAGEDIRFCYCLFD 2. WHERE EXISTING SIDEWALK SECTIONS OR BITUMINOUS TRAIL ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW DRIVEWAY 2. WHERE EXISTING SIDEWALK SECTIONS OR BITUMINOUS TRAIL ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW DRIVEWAY MATERIAL MEETING CLASS 5 OR NEW DRIVEWAY OPENING,SIDEWALK SECTIONS SHALL BE REMOVED TO THE NEAREST.POINT.BITUMINOUS TRAILS SHALL BE SAW OR NEW DRIVEWAY OPENING,SIDEWALK SECTIONS SHALL BE REMOVED TO THE NEAREST JOINT.BITUMINOUS TRAILS SHALL BE SAW GRADATION(MnDOT 3138) CUT AS DIRECTED BY THE CITY ENGINEER.SIDEWALK SECTIONS AND BITUMINOUS TRAILS SHALL EXTEND THROUGH THE DRIVEWAY CUT AS DIRECTED BY THE CITY ENGINEER.SIDEWALK SECTIONS AND BITUMINOUS TRAILS SHALL EXTEND THROUGH THE DRIVEWAY UNLESS THE CITY ENGINEER APPROVES IN WRITING SOMETHING DIFFERENT.EXPANSION JOINTS SHALL BE PLACED AT EXISTING UNLESS THE CITY ENGINEER APPROVES IN WRITING SOMETHING DIFFERENT.EXPANSION JOINTS SHALL BE PLACED AT EXISTING 31 DFWALK MATCH POINTS. SIDEWALK MATCH POINTS. 3. WHERE EXISTING CURB OR CURB&GUTTER SECTIONS ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW DRIVEWAY OR NEW 3. WHERE EXISTING CURB OR CURB&GUTTER SECTIONS ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW DRIVEWAY OR NEW DRIVEWAY OPENING,THE CONTRACTOR SHALL SAW CUT THE BITUMINOUS ROADWAY,RECOMPACT THE AGGREGATE BASE,AND DRIVEWAY OPENING,THE CONTRACTOR SHALL SAW CUT THE BITUMINOUS ROADWAY,RECOMPACT THE AGGREGATE BASE,AND TACK ALL EDGES AS APPROVED BY THE CITY ENGINEER. TACK ALL EDGES AS APPROVED BY THE CITY ENGINEER. 4. DRIVEWAYS ON STREET RECONSTRUCTION PROJECTS THAT DO NOT HAVE A HARD SURFACE APRON WITH IN THE RIGHT OF WAY 4. DRIVEWAYS ON STREET RECONSTRUCTION PROJECTS THAT AO NOT HAVE A HARD SURFACE APRON WITH IN THE RIGHT OF WAY SHALL RECEIVE A BITUMINOUS APRON EXTENDING T FROM THE BACK OF CURB OR 6'FROM THE PAVEMENT EDGE WHEN CURBING SHALL RECEIVE A BITUMINOUS APRON EXTENDING T FROM THE BACK OF CURB OR&FROM THE PAVEMENT EDGE WHEN CURBING IS NOT PRESENT,OR AS DIRECTED BY THE CITY ENGINEER. IS NOT PRESENT,OR AS DIRECTED BY THE CITY ENGINEER. 5. NO DRIVEWAY ENTRANCE SHALL BE INSTALLED WITHIN 4C'OF A STREET INTERSECTION END RADIUS UNLESS WRITTEN APPROVAL IS 5. NO DRIVEWAY ENTRANCE SHALL BE INSTALLED WITHIN 40'OF A STREET INTERSECTION END RADIUS UNLESS WRITTEN APPROVAL IS SIDEWALK TYPICAL SECTION GIVEN BY THE CITY ENGINEER. GIVEN BY THE CITY ENGINEER. Special Details Special Details Special Details Special Details L Y OF CITY OF CITY OF �. CITY OF RESIDENTIAL BITUMINOUS °ae RESIDENTIAL CONCRETE �e TEMPORARY CUL-DE-SAC FOR De,. BIKE PATH AND °d1e 04-01-15 04-01-75 Q4-a1-15 04-01-15 DRIVEWAY DETAIL HU-STR-12 DRIVEWAY DETAIL Re,19ed HU-STR-13 60' RIGHT-OF-WAYS Re g� HU-STR-17 IWGO HU-STR-16 SIDEWALK TYPICAL SECTIONS EST.�906 03-12-20 EST.1906 03-12-20 EST.190fi 03-12-20 EST.1906 05-27-21 318"DRIVE RIVETS WITH NYLON WASHERS (TLXDR 3878-05) PROPERTY LINE 4' 0.5' 8' 0.5' 4' �(„ 2"ABOVE GROUND 4' 0.5' 8' 05-4' EXISTING GROUND O O 2p, 2% Slope ° ° POST 6" 0 0 INTO ANCHOR N`r 0 0 0 0 O ' POST 0 2"x 2"x 10' ° 0 (20D12"10-QP) 0 0 ° ° 77X'TYPE SP 9.5 WEAR COURSE MIX(2,B)(SPWEA240B) 6" Class 5 Aggregate Base or Reclaimed/Recycled ° ° 6"CLASS 5 AGGREGATE BASE OR Equal Meeting A Class 5 Gradation (MnDOT Spec. 3138) RECLAIMED/RECYCLED EQUAL MEETING A 5116"CORNER BOLT CLASS 5 GRADATION.(MNDOT SPEC 3138) Geotextile Fabric To Be Placed Under Aggregate WITH NYLON LOCK NUT GEOTEXTILE FABRIC TO BE PLACED UNDER AGGREGATE (TLCB 516M) o • TYPICAL GRAVEL TRAIL SECTION RFC - 369G m : NOT TO SCALE ANCHOR 2-114"x 2-1 A"X 4' e (201`12-04-PG) 00 NOTES: 0 5116"CORNER BOLT 0 1_ 0-063"THICK ALUMINUM SkGN-WHITE LETTERS ON GREEN HIGH INTENSITY PRISMATIC REFILECTORIZE❑ OG (TLCB 516M) o 0 BACKGROUND. 2. 2"x 2"TELSPAR POST,MINIMUM 3 FEET BURY DEPTH AND M INIMUM 3 FEET ABOVE EXISTING GROUND. 3- STRUCTURE MARKER SIGNS SHALL BE FURNISHED AND CONSTRUCTED FOR ALL STRUCTURES LOCATED OUTSIDE OF THE STREET RIGHT-OF-WAY- 4. SIGNS ARE NOT REQUIRED IF STRUCTURE IS LOCATED IN MAINTAINED LAWN. 5I16"NYLON LOCK NUT CITY C)F Special Details CITY OF Special Details `, CITY �F Special Details TYPICAL TRAIL o 04-01-15 STRUCTURE MARKER ate SIGN DETAIL °ae D4-01-15 SECTION Re,Sed H U-STR-18 o4-a1-1 s SIGNS HU-SIG-1 � HU-SIG-3 D5-27-21 Re,s�a EST 1906 03-12-20 EST.1906 03-12-20 UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLLAN WAS 13635 Johnson Street DWG: 2112 DTL6 PRECENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN DIRECTPSUPDERBI M ��Ejlj AMA Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER ONAL ENGINEERING INC ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTSRFC ' Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEE� LAWS OF THE P XCEL ENERGY (612) 526-4508 FaX 763-862-8042 ONE UL� 06/29/22 OUTLOT CONFIGURATION MINNESOTA. HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � IIIConsulting Engineer s DETAILSSHEET:C 6 OF 67 800-252-1166 651-454-0002 DATE REG. N0. DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC FILE: 37-1 — 106