Agenda - Council - 05/27/2025 - Laserfiche WebLink

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TYPICAL SECTION: 2-INCH MILL & OVERLAY W/ WB TURN LANES ALPINE DRIVE STA. 247+49.50 TO 248+75.71 NOTE: TYPICALS ARE NOT TO SCALE. 4 (Mq CLEAR ZONE CLEAR ZONE 3 8' u REACaTIB ON 12' 12' 12' 12' 10' W B RIGHT TURN LANE WBTHRU LANE '12C2 - ti_lE, o�i��i�w- �V V . 1 _ - <] 3 BLB) E : " 2' CLEAR ZONE Mqk/ z4(Mgaj Q ?4(Mgk AIMPXI BITUMINOUS TRAIL 295MAX SLOPE SECTION F CLEAR ZONE CLEAR ZONE 8' 295MAX SLOPE CLEAR ZONE EX 13618 CO NCRET7 CURB AND GUTTER CLEAR ZONE CLEAR ZONE VARIES 1 5 -J' EX 13618 CONCRETE CURB AND GUTTER 10' WB SHUULULR VARIES 0 02-0 04 FT/FT 10' WB SHOULDER VARIES 0 02 - 0 4 FT/FT W B LEFT TURN LANE PRO FI LE GRADE EBTHRU LANE 0 02 -0ARI0aS FT/FT SECTION A TYPICAL SECTION: 2-INCH MILL & OVERLAY ALPINE DRIVE STA. 248+75.71 TO 251+85.06 12' WB IHRU LANL VARIES 0 02 - 0 04 FT/FT PROFILE GRADE C 12' LB I HRU LANL VARIES 0 02 -0 04 FT/FT SECTION A TYPICAL SECTION: FULL -DEPTH RECLAMATION ALPINE DRIVE STA. 251+85.06 TO 255+75.00 12' WBTHRU LANE VARIES 0 02-0 04 FT/FT 12' EBTHRU LANE ARIES 0 02 -0 0a FT/FT EB SHOULDER ARIES ooz -ooa FT/Fr 10' LB SHUULULR ooz -oo ARIEaS FT/Fr 10' EB SHOULDER 10' SECTIONS TYPICAL SECTION: RAISE PROFILE ALPINE DRIVE STA. 255+75.00 TO 268+50.10 12' 12' 10' CLEAR ZONE X 13618 CONCRETE CURB AND GUTTER VARIES 1 5J' CLEAR ZONE EX 13618 CONCRETE CURB AND GUTTER VARIES 1 5 J' EX 13618 CONCRETE CURB AND GUTTER V8AR-RN CLEAR ZONE CLEAR ZONE 4lM�f�" 4 (MA$/ �A_ APX)- V1'ARIES -5' EX 13618 CO NCRETE LJ CURB AND GUTTER REFERENCE NOTES: CD GRADE TO MATCH EXISTING GROUND. ESTABLISH TURF USING A MINIMUM OF 4" TOPSOIL AND HYDROSEED WITH MNDOT SEED MIXTURE 25-151. SEE CITY DETAIL ERO-6 FOR TOPSOIL REQUIREMENTS. 20 MODIFY CLASS 5 AGGREGATE BASE PER CITY STANDARD DETAIL STR-26. SEE SHEET 09. RECYCLED RECLAMATION MATERIAL MEETING STR-26 MAY BE USED AS AGGREGATE BASE. 30 CONTRACTOR SHALL SCARIFY AND COMPACT, ACCORDING TO THE SPECIFIED DENSITY METHOD, THE TOP 12 INCHES OF MATERIAL PRIOR TO PLACING CLASS 5 AGGREGATE BASE. THIS PROCESS SHALL BE INCIDENTAL TO THE SUBGRADE PREPARATION PAY ITEM. DATE REVISION U4/24 25 US/1 /25 SHOW 2' CLEAR ZONES ON I HAILS SHOW 2' CLEAR ZONES ON 1 RAILS SECTION F WB SHOULDER VARIES 0 02 - 0 04 FT/FT 1 25 003 FT/FT 0 03 FT/FT /-PROFILE GRADE 003 FT/FT 003 FT/FT PR 8618 CONCRETE CURB AND GUTTER 12' VARIES 0 02 - 0 04 FT/FT SECTION A: 2" MILL & OVERLAY (2.0")TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) EXISTING NON -WEAR BITUMINOUS (2.0" - 2.6") EXISTING AGGREGATE BASE (6.0" - 8.0") SECTION E TYPICAL SECTION: 2" MILL & OVERLAY W/PAINTED MEDIAN ALPINE DRIVE STA. 268+50.10 TO 269+00.00 VAR04 FIES 0 02 - 0 T/FT PROFILE GRADE 12' ARIES 0 02 - 0 0a FT/FT SECTION B: ROADWAY RECLAIM (2.0")TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (2.5") TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C) 2 (6.0") CLASS 5 AGGREGATE BASE MODIFIED 33 PREPARED SUBGRADE SECTION D: SIDE STREET CONNECTIONS (1.5") TYPE SP 9.5 WEARING COURSE MIXTURE (3,F) (2.0") TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,F) 2 (4.0") CLASS 5 AGGREGATE BASE MODIFIED 33 PREPARED SUBGRADE I hereby certify that this plan, specrfication, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer ufpder the la s of the Sty of Minnesota JOE FLRB Date 03/21/25 CEK Llc No 57095 DESIGNED BY: DRAWN BY: CHECKED BY: 11F 11F 11F DATE 03/21/25 FILE 25-03 SECTION E: ROADWAY REBUILD (2.0")TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (2.5") TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C) 2 (6.0") CLASS 5 AGGREGATE BASE MODIFIED (0" - 16") SELECT GRANULAR 33 PREPARED SUBGRADE CITY OF RAMSEY 7550 SUNWOOD DRIVE RAMSEY, MN 55303 (763) 427-1410 FAX (763) 433-9898 ' 8' VARIES 002 -0 0a FT/FT SECTION A (2.5")TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (4.0") RECYCLED RECLAMATION (2.5")TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 2 (4.0") CLASS 5 AGGREGATE BASE MODIFIED 33 PREPARED SUBGRADE TYPICAL SECTIONS S.A.P. 199-106-012 / S.A.P 199-107-010 PR B618 CONCRETE CURB AND GUTTER EX 13618 CONCRETE CURB AND GUTTER SECTION C: TRAIL RECLAIM owwwwwwww SECTION F: TRAIL REBUILD -1111111111 PAVEMENT DESIGN: S.A.P. 199-106-012 20 YR DESIGN LANE BESALS: DESIGN R-VALUE: MINIMUM REQUIRED MINIMUM BIT (GE) MIN. AGG. BASE (GE) TOTAL REQUIRED GE PROPOSED DESIGN WEARING COURSE (2.0") NON -WEAR COURSE (2.5") AGG. BASE CLASS 5 (6.0") TOTAL DESIGN GE 14 (MAX)_ 1 4 (MAX) 14(MAX) _ _ - 1 4 (MAX) PAVEMENT DESIGN: S.A.P. 199-107-010 316,000 20 YR DESIGN LANE BESALS: 433,000 70 DESIGN R-VALUE: 70 7.00 4.89 11.89 4.50 5.63 6.00 16.13 MINIMUM REQUIRED MINIMUM BIT (GE) MIN. AGG. BASE (GE) TOTAL REQUIRED GE PROPOSED DESIGN WEARING COURSE (2.0") NON -WEAR COURSE (2.5") AGG. BASE CLASS 5 (6.0") TOTAL DESIGN GE ALPINE DRIVE RECONSTRUCTION CITY PROJECT NO. 25-03 CITY OF RAMSEY, MINNESOTA 7.00 5.88 12.88 4.50 5.63 6.00 16.13 SHEET 05 OF 84S