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0 <br />MINNESOTA A DEPARTMENT MENT OF TRANSPORTATION <br />RAMSEY COUNTY, MINNESOTA <br />INTERSECTION OF COUNTY ROAD E AND OLD SNELLING AVE <br />CONSTRUCTION PLAN FOR GRADING, BITUMINOUS SURFACING, ADA IMPROVEMENTS, CONCRETE WALK, BITUMINOUS TRAIL, RETAINING WALL <br />_ ..._.._............................................................................................................................................................................................ <br />LIGHTING, AND UTILITY IMPROVEMENTS <br />S.A.P.062-749-003 LOCATED ON ..... I .... CSAH.149 (LAKE ... JOHANNA ... BLVD) ..... FROM ........350'.WEST OF CSAH„76..(OLD SNELLING. AVE) .. TO ............CSAH 76... (OLD„SNELLING AVE).................... <br />S.A.P. 062-615-042 LOCATED ON CSAH .15. (COUNTY .ROAD„E)............ FROM ...... .... ........ ..CSAH 76„ (OLD.,SNELLING. AVE)................... TO 485` EAST. OF. CSAH... 76. .(OLD. SNELLING AVE) ......... <br />S.A.P.187-111-004 LOCATED ON ........ ....... OLD„SNELLING AVE.................. FROM ....397' SOUTH OF CSAH 15 (000NTY. ROAD. E) TO ................... CSAH 15 (COUNTY„ROAD_E) .... _ .. .. <br />S.A.P.062-676-005 LOCATED ON ........... CSAH 76. (OLD SNELLING.AVE) ... FROM ..................... CSAH..15..(COUNTY ROAD .E)...................... TO ........ 620' NORTH..OF. CSAH„15„(COUNTY.ROAD..E)) .......... <br />STATE AID PROD. NO. 062-676-005 <br />GROSS LENGTH ........ 620.67.. FEET.. 0.12.. .MILES <br />BRIDGES -LENGTH_- - FEET - MILES <br />EXCEPTIONS -LENGTH .... ...FEET. ....... MILES <br />NET LENGTH 620.67FEET 0.12,- MILES <br />LENGTH AND DESCRIPTION BASED UPON <br />j NB OLD SNELLING AVE <br />END S.A.P.062-676-005 <br />NB OLD SNELLING AV <br />STA. 111+18.31 <br />BEGIN S.A.P. 062-749-003 <br />EB CR E/LAKE JOHAM <br />STA. 300+06.56 <br />STATE AID PROD. NO. 062-749-003 <br />GROSS LENGTH_ _-436.70 _ FEET 0.08_ MILES <br />BRIDGES -LENGTH _.... .. _.. FEET .. .. .. MILES <br />EXCEPTIONS -LENGTH ..FEET . ._. MILES <br />NET LENGTH ...... 436.7.FEET 0.08 -MILES <br />LENGTH AND DESCRIPTION BASED UPON <br />� EB CR E/LAKE JOHANNA BLVD <br />END S.A.P.062-749-003 <br />BEGIN S.A.P.062-615 O42 <br />EB CR E/LAKE JOHANNA BLVD <br />STA. 304+43.26 <br />SCALE <br />INDEX MAP 1500, <br />EZ Y 73 <br />� �yQTHAM � <br />qL < <br />F` a F- <br />U <br />Raj <br />VNKE J-goxl1 i <br />LK <br />0 / AID M? XT <br />HILLS <br />2010 POP. 9,552 <br />STATE AID PROJ. NO. 187-111-004 <br />GROSS LENGTH ..._ 396.87. ... FEET .. 0.08... ,MILES <br />BRIDGES -LENGTH - - - FEET - - MILES <br />EXCEPTIONS -LENGTH ...... ...... FEET. .. ... ..... MILES <br />NET LENGTH 396.87FEET _0.08__.MILES <br />LENGTH AND DESCRIPTION BASED UPON <br />� NB OLD SNELLING AVE <br />0R. <br />a <br />STATE AID PROJ. NO. 062-615-042 <br />GROSS LENGTH. ....614.,46__.,,.. FEET...., 0.12 MILES <br />BRIDGES -LENGTH _ FEET MILES <br />EXCEPTIONS -LENGTH ..... .. .. FEET.... ... MILES <br />NET LENGTH 614.46 _ FEET- .0.12..... MILES <br />LENGTH AND DESCRIPTION BASED UPON <br />� EB CR E/LAKE JOHANNA BLVD <br />LRD. <br />END S.A.P.187-111-004 <br />BEGIN S.A.P.062-676-005 <br />FOX NB OLD SNELLING AVE <br />STA. 104+97.64 <br />.Y <br />CO. RD. E <br />I§ <br />� <br />0uj <br />c~ w Q <br />•c� o <br />�S� L N. o <br />c_ <br />~ <br />w <br />X <br />o <br />o_ <br />z <br />CES LN. w <br />a- <br />RRIE I+ <br />4RD <br />PL. J <br />S� O <br />i <br />z w <br />4J o2 <br />J <br />o U <br />a <br />4? a <br />m <br />j <br />o <br />CAN NOtqc:lAVE. <br />Q HG <br />WARNING <br />HIGH PRESSURE <br />END S.A.P.062-615-042 <br />EB CR E/LAKE JOHANNA BLVD <br />STA. 310+57.72 <br />PLAN REVISIONS <br />DATE SHEET NO. APPROVED BY <br />PROJECT LOCATION <br />COUNTY : RAMSEY <br />DISTRICT ;.....METRO..... <br />DESIGN DESIGNATION <br />CO RD E/ <br />CSAH 16 <br />FOR PLANS AND UTILITIES SYMBOLS SEE TECHNICAL MANUAL <br />FOR: <br />LAKE JOHANNA BLVD <br />(OLD SNELLING AVE) <br />OLD SNELLING AVE <br />GAS LINE <br />STATE PROJ. NO. CHARGE IDENTIFIER <br />R-VALUE <br />20 <br />20 <br />20 <br />ADT (Current Year) 2023 <br />101100 <br />6,700 <br />1,600 <br />....I .... ............. ........................ <br />ADT (Future Year) 2043 <br />11,100 (2043) <br />7,300 (2043) <br />1,900 (2043) <br />PAVEMENT DESIGN <br />10 TON <br />10 TON <br />_10 TON <br />BEGIN S.A.P. 187-111-004 <br />FUNCTIONAL CLASSIFICATION <br />MINOR ARTERIAL <br />MINOR ARTERIAL. <br />LOCAL <br />(� NB OLD SNELLING AVE <br />NO. OF TRAFFIC LANES <br />2 <br />2 <br />STA. 101+00.77..................................... <br />NO. OF PARKING LANES <br />0 <br />0 <br />0 <br />ESALS (20) <br />1,387,000 (20. YRS.) <br />834,000 (20 YRS.) ` <br />187,000 (20 YRS.9 <br />[HEREBY CERTIFY THAT THE FINAL FIELD CHANGES, IF ANY, OF THIS PLAN WERE <br />Design Speed <br />30/3511 MPH <br />45 MPH <br />40 MPH <br />MADE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />. - <br />.. <br />-.- <br />-- ------ --- -- <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />GOVERNING SPECIFICATIONS <br />THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD <br />SPECIFICATIONS FOR CONSTRUCTION' AND THE 'SUPPLEMENTAL SPECIFICATIONS' DATED <br />SEPTEMBER 2022 SHALL GOVERN. <br />ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE PLACED IN ACCORDANCE <br />TO THE 'MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'(MN MUTCD) <br />AND PART VI,'FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS'. <br />INDEX <br />SHEET NO. <br />SHEET DESCRIPTION <br />1 <br />TITLE SHEET <br />2 <br />GENERAL LAYOUT <br />3-5 <br />STATEMENT OF ESTIMATED OUANTITIES <br />6 <br />STANDARD PLATES AND INDEX OF TABULATIONS <br />7-8 <br />EARTHWORK TABULATIONS AND SUMMARY <br />9 <br />CONSTRUCTION AND SOILS NOTES <br />10-12 <br />TABULATIONS <br />13-18 <br />INPLACE UTILITY TABULATIONS <br />19-25 <br />TYPICAL SECTIONS <br />26-27 <br />MISCELLANEOUS DETAILS <br />28-60 <br />STANDARD PLAN SHEETS <br />61-75 <br />STAGING AND TRAFFIC CONTROL PLANS <br />76-81 <br />ALIGNMENT PLANS AND TABULATIONS <br />82-85 <br />INPLACE TOPOGRAPHY AND UTILITY PLANS <br />86-89 <br />REMOVAL PLANS <br />90-93 <br />CONSTRUCTION PLANS <br />94-100 <br />INTERSECTION DETAILS <br />101-103 <br />PROFILES <br />104-108 <br />PEDESTRIAN CURB RAMP DETAILS <br />109-112 <br />DRAINAGE AND SUPERELEVATION PLANS <br />113-120 <br />DRAINAGE PROFILES, TABULATIONS AND DETAILS <br />121-124 <br />STORM WATER POLLUTION PREVENTION PLAN <br />125-127 <br />SANITARY AND WATERMAIN PLANS <br />128-131 <br />TURF ESTABLISHMENT PLANS <br />132-133 <br />LIGHTING PLANS AND DETAILS <br />134-152 <br />SIGNING AND STRIPING PLANS AND DETAILS <br />153 <br />CONTOUR PLANS <br />154 <br />CROSS SECTION LAYOUT PLANS <br />155-170 <br />CROSS SECTIONS <br />THIS PLAN CONTAINS 170 SHEETS <br />I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED <br />FSRF <br />ME UNDER MY DIRECT SUPERVISION AND THAT <br />1 AM A DULY LICENSED PROFESSIONAL ENGINEER <br />I D <br />UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />Alysa C. Johns m <br />SIGNATURE <br />DATE 02/17/2023 LIC. NO. 5714E PRINT NAME ALYSA C.JOHNSON <br />John R. Mazzitello 2/24 23 <br />APPROVED .......... 20.......... <br />�������������RAMSEY COUNTY ENGINEER <br />APPRO D../.......... .......................`. Z/Z 7..2D.*_ <br />]NEER, CI ARDEN HILLS <br />20.... .. <br />DISTRICT STATE A[D ENCINEER:REVIEwED FOR <br />COMPLIANCE WITH STATE AID RULES/POLICY <br />......................................20.. <br />for APPROVED FOR STATE AID FUNDING: STATE AID ENGINEER <br />m Bosed on Sight Distonce <br />STOPPING <br />STOPPING <br />STOPPING <br />o Height of eye / Height of Object <br />3.5' /_2.0'. .. <br />3.5' / 2.0' <br />3.5' / 2.0'_ <br />SIGNATURE <br />Design Speed not achieved ot: <br />ROUNDABOUT APPROACHES <br />ROUNDABOUT APPROACHES <br />ROUNDABOUT APPROACHES <br />o <br />DATE LIC. NO. <br />PRINT NAME <br />a THIS PLAN AND/DR SPECIFICATION <br />WAS PREPARED SPECIFICALLY FOR THIS <br />PROJECT, AND ANY RE -USE OF DETAILS THE SUBSURFACE UTILITY INFORMATION <br />IN THIS PLAN IS UTILITY DUALITY LEVEL D. <br />p <br />n v�i OR SPECIFICATIONS ON OTHER PROJECTS IS NOT INTENDED OR AUTHORIZED <br />BY THE DESIGNER. LIABILITY FOR <br />THIS QUALITY LEVEL WAS DETERMINED <br />ACCORDING TO GUIDELINES OF Cl/ASCE 38-02. <br />_ _/� <br />S.A.P. 062-61,5.-0 42;. 06.2-.676-0.0.5;. 0 62-7.49 .00.3;..18 7.- 111 .0.0.4 <br />i=ti i ANY RE -USE ON OTHER PROJECTS IS <br />THE RESPONSIBILITY OF THE PERSON, <br />AGENCY, OR CORPORATION USING <br />ENTITLED "STANDARD GUIDELINES FOR <br />THE COLLECTION AND DEPICTION OF EXISTING <br />'I <br />SHEET NO. 1...... OF...!.! O SHEETS <br />PLAN OR SPECIFICATION DATA FROM <br />THIS PROJECT. <br />SUBSURFACE UTILITY DATA". <br />...... .7 <br />