PC PACKET 090822 - Laserfiche WebLink

Home

NOTES: 6" DISTANCE TO CL VARIABLE 1. ALL CONCRETE MATCH POINTS SHALL BE SAW CUT AND HAVE EXPANSION PAD UNLESS OTHERWISE DIRECTED BY THE CITY PROPERTY LINE 1/2"R 3"R ENGINEER 3701 WAYZATA BOULEVARD 2. BITUMINOUS DRIVEWAYS SHALL BE A MINIMUM THICKNESS OF 4"COMPACTED,2"OF WHICH WILL BE WEARING COURSE MATERIAL. 0.5' 8' 0.5' SUITE 100 e 1 BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN LIFTS UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. MINNEAPOLIS MN 5541E-3791 3. ALL BITUMINOUS MATCH POINTS SHALL BE SAW CUT OR MILLED AND TACKED PRIOR TO PATCHING.ON ROADS WERE BITUMINOUS �3 1/2 R IS 3"THICK OR GREATER THE TOP 1.5"SHALL BE MILLED A MINIMUM OF 18"BEYOND THE SAW CUT AS A MATCH POINT. PH: 7E3-475-0010 N <. + Mn/DOT B 618 4. GRAVEL AND BITUMINOUS IN ROADWAY AREA SHALL BE REPAIRED TO A LIKE NEW CONDITION MATCHING EXISTING THICKNESS. SLOPE 3/4"/FT. SLOPE 1/4"PER FOOT TO DRAIN .comItl fCOnSU n co 4. 5. BITUMINOUS PATCH WORK DONE PRIOR TO JUNE 1ST AND AFTER SEPTEMBER 30TH SHALL BE HEATED WITH A RADIANT HEATER WWW.Sr g ' ! ° i f i� TO SEAL THE EDGES. �� /\ / /�\ PREPARED FOR 6. ALL DRIVEWAYS WITH A GRADER GREATER THEN 10%MUST OBTAIN CITY ENGINEER APPROVAL. + 7. ALL DRIVEWAYS MUST MEET CITY CODE FOR LOT COVERAGE AREA. I~8" 18" 8. NO DRIVEWAY SHALL BE WITHIN 40'OF A STREET END RADIUS UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE CITY ENGINEER. 3"TYPE 9.5 WEAR COURSE MIX(2,B) 9. WHERE SIDEWALKS/TRAILS EXISTS OR ARE PROPOSED,THE DRIVEWAY SHALL EXTEND THROUGH THE SIDEWALK/TRAIL AREA (SPWEA240B) properties 6" DISTANCE TO CL VARIABLE WITH PEDESTRIAN CURB OPENINGS PLACED(SEE MNDOT PEDESTRIAN CURB RAMP DETAILS).A MAXIMUM 2%CROSS SLOPE ON 1/2"R 3"R SIDEWALK/TRAIL AREAS CROSSING THROUGH DRIVEWAYS. 6"CLASS 5 OR SALVAGED/RECYCLED MATERIAL 10.CONTRACTOR TO CALL CITY ENGINEERING DEPARTMENT(651)762-6316 PRIOR TO CONSTRUCTION. MEETING CLASS 5 GRADATION(MnDOT 3138) DENNIS PROPERTIES e 1 AN UNDER 1/2"R GEOTEXTILE FABRIC FOR ROOT CONTROL TO BE PLACED 2214 FIFTH STREET, UNIT 3, SLOPE3/4"/FT. UNDER AGGREGATE WHITE BEAR LAKE, MN 55110 a Mn/DOT B 624 4 <� • •< t.�• •+. .: ',.a. .. '•�; BITUMINOUS 651-247-7007 + :+ + e DRIVEWAY CURB RADIUS 25'BACK AREA OF CURB TYPICAL Imo- 8" 24" PROJECT BIKE PATH TYPICAL SECTION FELT EXPANSION FELT EXPANSION 28"R PAD 16" PAD 12"R MAINTAIN GUTTER WITH 3/4" 68"R TOP OF BITUMINOUS MAT LIP ALONG WIDTH OF z DRIVEWAY OPENING. 1/2'. 7 PROPERTY LINE I.U .4 SAW CUT EXISTING BITUMINOUS W 7 SURMOUNTABLE MILLED AREA 24"MIN BASE 18"MIN. 17 1/2" 10 1/2" RADIANT HEAT PATCH AREA ON ALL SLOPE 1/4"PER FOOT TO DRAIN PATCHES PLACED PRIOR TO JUNE 1ST OR 28" AFTER SEPTEMBER 30TH (Lo 4"TYPE 9.5 WEAR 6" DISTANCE TO CL VARIABLE COURSE MIX(2,B) rI 1/2"R 3„R CONCRETE CURB (SPWEA2406) VARIES 6"CONCRETE(3F52A) O &GUTTER 1 CROSS SLOPE WHEN SIDEWALK I TRAIL DRIVEWAY SLOPE CLASS 5 OR SALVAGED/RECYCLED ' •. �3 CROSSES DRIVEWAY%4"PER FOOT MATERIAL MEETING CLASS 5 1110 `� ' • Q SLOPE 3/4"IFT. �~2'MIN. 3/4"LIP GRADATION(MnDOT 3138) 1/2"R Mn/DOT B 612 b . 1 i• ,. e b �, •• ► 6"CLASS 5 OR b .. SALVAGED/RECYCLED STREET PATCH BY LENGTH OF CURBING 2' I�8" 12"� MATERIAL MEETING CLASS rr nn REMOVED AND REPLACED(MATCH EXISTING 5 GRADATION(MnDOT 3138) V NOTES: THICKNESS) 1. MINIMUM OF 3"CLASS 5 AGGREGATE BASE UNDER ALL SIDEWALK TYPICAL SECTION CURB AND GUTTER L.L 2. SEE DETAIL HU-STR-6 FOR BURB AT CATCH BASINS O Special Details IL Y OF p Special Details r Special DetailsCONCRETE Date: �vCITY OFCOMMERCIAL/MULTI FAMILY Date: CITY OF BIKE PATH AND Date LU 04-01-15 04-01-15 04-01-15z co CURB & GUTTER HU-STR-8 BITUMINOUS DRIVEWAY DETAIL HU-STR-14 SIDEWALK TYPICAL SECTIONS HU-STR-17 Revised: Revised: Revised:EST.1906 03-12-20 _-� EST.1906 03-12-20 -- EST.1906 05-27-21 O O zLn Qz FINISHED GRA E PROVIDE 48" BLACK POLYMER-COATED w � FINISHED GRADE FINISHED GRADE 0 Oas CHAIN-LINK FENCE AT TOP OF WALL, F- °a a a e a � WHERE WALL IS GREATER THAN 30" HEIGHT, en O � OR AS DIRECTED BY OWNER. z = 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 qu�m I I I-III III- II III-_ CERTIFICATION =III=III-I - I I -I I II-I I I 7" CONCRETE MN/DOT SPEC. 2301 -III-III-III- I I I _I--I I hereby certify that this plan, specification, or _ _ 2.0" BITUMINOUS WEAR COURSE, - I II-III III 11= _ 3.0" POROUS ASPHALTIC CONCRETE report was prepared by me or under my direct -I I I-I I-I II I I = -III�I III I II I I „II III-III SURFACE MOUNT TO III= "- CERTIFIED PLANT i supervision and that I am a duly Licensed TOP OF WALL PER MN/DOT SPEC. 2360 SPWEA240E 6" COMPACTED AGGREGATE BASE, - Professional Engineer under the laws of the TACK COAT, MN/DOT SPEC. 2357 CLASS 5 OR 7 MN/DOT SPEC 2211 MANUFACTURER'S State of Minnesota. 100% CRUSHED 1.0" CHOKER COURSE, REQUIREMENTS 2.0" BIT. BASE COURSE, CERTIFIED PLANT PREPARED/APPROVED SUBGRADE WASHED NO. 57 STONE MN/DOT SPEC. 2360 SPNWB230E SEE GRADING PLAN 12" COMPACTED AGGREGATE BASE, NOTES: 8" CLEAN, WASHED CRUSHED STONE STONE CAP: ADHERE FOR "TW" ELEVATION CLASS 5 OR 7 MN/DOT SPEC 2211 1. MATCH EXISTING PAVEMENT SECTION & REINFORCEMENT (IF APPLICABLE). AGGREGATE. MNDOT CLASS A OR B TO TOP COURSE WITH Signature Name: (COMPACT TO 100% STANDARD PROCTOR DENSITY) NOTIFY ENGINEER PRIOR TO PROCEEDING IF SECTION IS DIFFERENT THAN COARSE AGGREGATE, MIN. 80% CRUSHED COMMERCIAL GRADE THAT SHOWN. ADHESIVE MICHAEL C. AARON PREPARED/APPROVED SUBGRADE SCARIFY SUBGRADE TO DEPTH OF 12" SWALE Print Name: (COMPACT TO 100% STANDARD PROCTOR DENSITY) 2. CONCRETE SHOULD BE REINFORCED WITH FIBER MESH TO ASSIST IN AND TOLERANCE WITH EQUIPMENT CONTROLLING CRACKING FROM DRYING SHRINKING AND THERMAL CHANGES. THAT IMPARTS MINIMAL LOAD CONCRETE SMALL BLOCK P� Date: XXXXX Lic. No.: 25721 NOTE: RETAINING WALL HEIGHT S�0 _ PAVEMENT SECTION PER GEOTECHNICAL EVALUATION REPORT, AS PREPARED 3. SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 NOTE: VARIES PER GRADING �`f`P� ISSUE RECORD BY BRAUN INTERTEC CORPORATION., DATED APRIL 27, 2016. SEE REPORT PAVEMENT SECTION PER GEOTECHNICAL EVALUATION REPORT, AS PREPARED MA _ FOR ADDITIONAL DETAILS AND RECOMMENDATIONS. SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). BY BRAUN INTERTEC CORPORATION., DATED APRIL 27, 2016. SEE REPORT PLAN; BATTER 1" - 1 4" 1� NO. DATE DESCRIPTION PER COURSE 4. SAWCUTS SHOULD NOT CUT THROUGH THE REINFORCING STEEL AND FOR ADDITIONAL DETAILS AND RECOMMENDATIONS. - DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS. GEOGRID, AS REQUIRED 0 10-22-2021 CITY SUBMITTAL 1 03-18-2022 CITY RESUBMITTAL HEAVY DUTY BITUMINOUS PAVEMENT SECTION CONCRETE PAVEMENT SECTION POROUS BITUMINOUS PAVEMENT SECTION I I STRUCTURAL SOIL 00SEE GRADING PLAN NOT TO SCALE NOT TO SCALE NOT TO SCALE FOR "BW" ELEVATION o I I 4" CRUSHED STONE I I NOTE:PROVIDE THE PAVEMENT/AGGREGATE I I I I- TYPE V GEOTEXTILE FABRIC THICKNESSES AS INDICATED, OR MATCH PER MNDOT SPEC 3733. 2% MAXIMUM EXISTING, WHICH EVER IS GREATER I _ INSTALL AS CONTINUOUS CROSS SLOPE t5N'i CONCRETE 41 S o I I SHEET G SCOPE VARIES S DO SEC. 5 AOINTSTM SEALER CONFORMING TO P�CH EX� ��N o I I I I- M - I 4" PERF. PVC DRAIN TILE, PROJECT INFO _ o TO DAYLIGHT OR STORM _IIII o 0 0 0 0 o I I I I SYSTEM DRAWN: N. SCHAUFENBUEL =III=III= � ,' , ° ° a =1 I I=III=1 1/2" _ _ 11=III=1111=III =111 III= 1/8 DESIGNED: N. SCHAUFENBUEL PREMOLDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 I I I L-1I L-1I L-1 -1I 1-1I 1-1I 1-1I 1-1I I-1I I-1I I-1I L-1I L-1I I" - UNREINFORCED CONCRETE CHECKED: P. SCHROEDER " -I I I OR CRUSHED STONE 4" DOT SPEC CRUSHED I I I I I I I I III ,_ NOTES: I LEVELING PAD I PROJECT NO: 14356.00 4 COMPACTED CRUSHED STONE BASE (100% CRUSHED, COMPACT TO 100% STANDARD PROCTOR DENSITY) D/4 Q Q I I I- I I SHEETTITLE Q Q Q Q 1. CONSTRUCTION JOINTS SPACED 5' MIN. AND 8' MAX. 1/8" R (TYP.) PREPARE AND COMPACT SUBGRADE 2, SIDEWALK WIDTH 5' OR LESS - JOINT SPACING = 5' SIDEWALK WIDTH 5' OR MORE - JOINT SPACING 6'-8' CIVIL DETAILS 3. CONTROL JOINTS SHALL BE SAWED OR TOOLED TO 1/4 CONCRETE DEPTH (MIN.) 4. EXPANSION JOINTS EVERY 150 L.F.(MAX). % NOTE: WALLS GREATER THAN 4 FEET HIGH TO BE DESIGNED AND STAMPED 5, PRE-FORMED EXPANSION JOINT FILLER SHALL BE INSTALLED FOR THE FULL 24" #4 DOWEL: FIXED ONE SIDE, BY STRUCTURAL ENGINEER - SUBMIT DRAWINGS FOR OWNER APPROVAL THICKNESS OF THE SIDEWALK AND SHALL BE USED AT ALL JOINTS BETWEEN SLIP OTHER SIDE NEW SIDEWALK AND EXISTING SIDEWALK. SHEET 0 CONCRETE WALK CONCRETE CONTROL JOINT CONCRETE EXPANSION JOINT SnAL LBLOCK RETAININGWALLWITH REINFORCEMENT NOT TOSCALE0 NOT TOSCALE ONOT TO SCALE0 NO SCALE C5el