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ROAD <br />q ROAD <br />� V M <br />O O <br />Ln M <br />Ln Ln <br />N N <br />O O <br />� N N <br />�M N <br />o 0 <br />LL <br />O 0 <br />2' GRAVEL SHOULDER <br />AS DIRECTED (TYP) <br />1' TYP <br />SEE PROFILES <br />2% <br />2% <br />INSET A <br />RESTORE ALL DISTURBED AREAS <br />WITH 6" TOPSOIL AND SOD/SEED <br />(SEE RESTORATION SHEET CG2) <br />f-- MATCH EXISTING GRADE (TYP) <br />LILAC LN TYPICAL SECTION <br />NO SCALE <br />2' PAVED SHOULDER <br />(VARIES SEE PLANS) <br />2 BITUMINOUS CURB (TYP) <br />CP14 (SEE PLANS FOR LOCATIONS) <br />RESTORE ALL DISTURBED AREAS <br />WITH 6" TOPSOIL AND SOD/SEED. c <br />(SEE RESTORATION SHEETS <br />CG4-CG5, CG9) <br />ROAD <br />2' PAVED SHOULDER <br />VARIES, MATCH EX I I (VARIES SEE PLANS) <br />11' THRU LANE 1 11' THRU LANE <br />SEE PROFILES <br />2' - -. PAVE "" .. -^- <br />RESTORE ALL DISTURBED AREAS <br />WITH 6" TOPSOIL AND SOD/SEED. <br />(SEE RESTORATION SHEETS CG2-CG4) <br />2% �1 2% 2O - MATCH EXISTING GRADE (TYP) <br />1' TYP <br />6" GRAVEL SHOULDER <br />INSET B AS DIRECTED (TYP) <br />2' PAVED SHOULDER <br />(VARIES SEE PLANS) <br />2 BITUMINOUS CURB (TYP) <br />�14(SEE PLANS FOR LOCATIONS) <br />RESTORE ALL DISTURBED AREAS <br />WITH 6" TOPSOIL AND SOD/SEED. C <br />(SEE RESTORATION SHEETS <br />CG5-CG6) <br />1' TYP <br />N SHORE DR TYPICAL SECTION <br />NO SCALE <br />ROAD <br />VARIES, MATCH EX <br />11' THRU LANE <br />SEE PROFILES <br />2% <br />11' THRU LANE <br />2% <br />INSET B <br />BROWN ROAD S TYPICAL SECTION <br />NO SCALE <br />2' PAVED SHOULDER <br />(VARIES SEE PLANS) <br />2' (MIN.)GRAVEL SHOULDER AS DIRECTED (TYP) <br />VARIES, SEE PLANS. <br />MATCH EXISTING <br />GRADE (TYP) <br />BITUMINOUS SAFETY EDGE AT NON -CURB LOCATIONS. <br />SEE MNDOT STANDARD PLAN 5-297.220 <br />\/AP')IrC- RAATnu r\/ <br />II V VL I Li <br />2 OLD CRYSTAL BAY RD S TYPICAL SECTION <br />CP13 NO SCALE <br />BITUMINOUS <br />GRADING GRADE <br />SUBGRADE <br />" TYPE 9.5 WEARING COURSE <br />B) (SPWEA340B) (2360) <br />CK COAT, MNDOT 2357 (INCIDENTAL) <br />TYPE 12.5 NON -WEARING COURSE <br />3) (SPNWB330B) (2360) <br />gGGREGATE BASE, CLASS 5 (2211) <br />OTEXTILE FABRIC, <br />IDOT TYPE 5 (3733) <br />li�BGRADE PREPARATION <br />(2112) (INCIDENTAL) <br />GENERAL NOTES: <br />ULDER, <br />kS SHOWN ON THE PLANS <br />:XISTING GRADE (TYP) <br />BITUMINOUS <br />GRADING GRADE <br />SUBGRADE <br />TYPE SP 9.5 WEARING COURSE <br />_) (SPWEB440F) <br />CK COAT, MNDOT 2357 (INCIDENTAL) <br />TYPE SP 9.5 WEARING COURSE <br />_) (SPWEB440F) <br />CK COAT, MNDOT 2357 (INCIDENTAL) <br />TYPE SP 12.5 NON -WEARING COURSE <br />3) (SPNWB430B) <br />NGGREGATE BASE, CLASS 6 (2118) <br />SELECT GRANULAR MATERIAL <br />IDOT SPEC 3149.2.B.2 <br />.��OTEXTILE FABRIC, <br />MNDOT TYPE 5 (3733) <br />1. CONTRACTOR TO PROVIDE PHASING PLAN FOR UTILITY CONSTRUCTION AND PAVEMENT REMOVAL / <br />RESTORATION. ALL CITY AND COUNTY ROADS WITHIN THE PROJECT AREA WILL INCLUDE PAVEMENT <br />REMOVAL AND RESTORATION AS SHOWN IN THE TYPICAL SECTIONS. THREE RIVERS PARK DISTRICT <br />TRAIL WILL INCLUDE FULL DEPTH RECLAMATION. PHASING PLAN SHOULD ALSO CONSIDER VALUE <br />ENGINEERING AND OPPORTUNITIES TO RE -USE RECLAMATION MATERIALS ON SITE. ANY RE -USE <br />QUESTIONS OR RECOMMENDATIONS MUST BE SUBMITTED TO THE MCES, COUNTY, CAR, AND <br />ENGINEER FOR REVIEW AND APPROVAL <br />2. SEE TABLE BELOW FOR PAVEMENT THICKNESS SUMMARY BY STREET. CONTRACTOR SHALL REVIEW <br />THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION ON ROAD BASE AND SUBBASE. <br />3. SOIL BORINGS B-205 AND B-206 SHOW EXCESSIVELY THICK PAVEMENT ALONG NORTH SHORE DRIVE. <br />CONTRACTOR SHALL CONSIDER THEIR APPROACH TO THIS SECTION AND INCLUDE IN THEIR PHASING <br />SUBMITTAL. <br />EXISTING PAVEMENT THICKNESSES <br />STREET <br />BITUMINOUS THICKNESS <br />SOIL BORINGS <br />OLD CRYSTAL BAY ROAD <br />5.5" TO 6.0" <br />B-201, SB-202, SB-203 <br />NORTH SHORE DRIVE <br />5.0" TO 21.0" <br />B-204, B-205, B-206, B-207, B-208, B-239 <br />BROWN ROAD <br />5.011 <br />SB-210 <br />NONPUBLIC DATAI <br />DESIGNED <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />PROJECT <br />AJB <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />802837 <br />ORONO INTERCEPTOR 7113 IMPROVEMENTS <br />DRAWN <br />TAS <br />SIGNATURE: �� <br />_®3535 VADNAIS CENTER DRIVE <br />ST. PAUL, MINNESOTA 55110 <br />SEH <br />PAVING DETAILS <br />CP1 3 <br />10/31/25 <br />LSR <br />100% <br />BRIAN HARE <br />TYPED OR PRINTED NAME: <br />DATE 10/31/25 REG NO 52610 <br />FILE NAME <br />CPO 13 <br />NO <br />DATE <br />BY <br />REMARKS <br />NO <br />DATE <br />BY <br />REMARKS <br />CHECKED <br />BJH <br />REVISIONS <br />REVISIONS <br />183 <br />