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GENERAL NOTES:. <br />THE RIGHT-OF-WAY SHO N IN THIS PLAN GIVES A GRAPHICAL <br />AOCATION P DATA .WITH RESPE T TO THE GEOMETRIC DESIGN AND <br />RE LOCATEDTHE BY REFERENCEEXACTHTOOTHEARIGNNT OFFUWAYRPLATTSNERS AND <br />ARE IDENTIFIED ON THE RIGHT OF WAY MAP. <br />ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED. <br />ALLESSL DIMENSIONNOTED OTHERCIRB & GUTTER ARE TO FACE OF CURB <br />HERE NE SIDE�A K AND TRAIL IS CONSTRUCTED ADJACENT <br />0 EXISTING PAVE�ENT, MATCH EXISTING CROSS SLOPE AND <br />PROVIDE GRADUAL TRANSITION AS NECESSARY. <br />SEE INTERSECTION DETAILS, AND PEDESTRIAN RAMP DETAILS <br />FOR INFORMATION NOT SHOWN ON THE CONSTRUCTION PLANS. <br />SEE SUPERELEVATION PLANS FOR SUPERELEVATION TRANSITIONS. <br />ASEE <br />ND SIGNINGSAND STRIPING PLANS FOR LANE CONFIGURATIONS <br />FOR PROPOSED PONDS/BASINS SEE THE CONTOUR PLANS AND <br />DRAINAGE PLANS. <br />q- W13 CR E/LAKE JOHANNA BLVD <br />EX R/W <br />--- Q�'------ - - - - -— <br />6' <br />1 <br />O 1 14' <br />400 <br />LL <br />' B618 C&G 18.5'R <br />III Q I� <br />III O I <br />II. LLI <br />C� <br />0 <br />H <br />BEGIN CONSTRUCTION <br />S.A.P. 062-749-003 <br />2L EB CR E/LAKE JOHANNA BLVD <br />STA. 300+06.56 <br />+44. <br />LEGEND <br />EMBITUMINOUS CALK <br />KE INSET C, P AN SHEET AY. <br />24 <br />KECINSETTF,WPLANALK &SHEETE0. 24RON <br />SEENSET CITE,WPLAN SHEET N0. 24 <br />ONCREESEECINSETTB,PPLANAEMESHEET NO. 24 <br />BITMENT <br />SEEUMIOUS INSET D,, I'MSHEET <br />24 <br />2 ILLSURFCE <br />SEEMINSEBIG,,MPLANIOUSSHEETANO. 24 <br />_ INPLACE PAVEMENT <br />PROPOSED CONSTRUCTION <br />DIRECTION OF TRAFFIC <br />RETAINING WALL <br />- xC - WIRE FENCE <br />x1� ♦♦ <br />�06g <br />�P�S�SN 9 <br />J; <br />I <br />i/ j B6124 C&G x <br />' I I <br />SNELLING U <br />FILTRATION B624 C&G" <br />BASIN <br />CONSTRUCTION LIMITS ' <br />TE ; ROUNDABOUT <br />/ <br />B624 C&G <br />5 <br />2 <br />-- — — — —— -- —XC 3 1 <br />B624 C&G +43, 4 <br />1.5 0 0 0°0° <br />+03.4 o <br />1:7 L+31.3 18 402 <br />40102 O OOp <br />L O �► 307 <br />14' �, O F+14.9 <br />1.1 <br />LL6' I 1.5 B624 C&GJ \ <br />18'R +87.0 +27.01 <br />'*'-B624 C&G _ <br />- <br />--r— <br />------------------------------ -------------- <br />(L EB CR E/LAKE JOHANNA BLVD p.♦ <br />END S.A.P. 062-749-003 ♦♦ <br />"0",-EX R/W BEGIN S.A.P. 062-615-042 <br />(� EB CR E/LAKE JOHANNA BLVD <br />\ STA. 304+43.26 <br />NOTES, <br />CONSTRUCTION LIMITS <br />Ql MATCH EXISTING <br />Q2 CONSTRUCT CONCRETE APPROACH NOSE PER MNDOT STD. PLATE 7113. B624 C&G <br />PAID FOR AS 6" CONCRETE WALK. EX R/W`\ <br />Q3 CONSTRUCT PEDESTRIAN CURB RAMPS PER MNDOT STD. PLANS 5-297-250. OL SB OLD SNELLING AVE <br />SEE STANDARD PLANS <br />Q5 WIRE FENCE DESIGN 48V-9322 \ B624 C&G <br />Q7 PREFABRICATED MODULAR BLOCK FALL <br />Q9 CONCRETE CURB AND GUTTER DESIGN SPECIAL. SEE MISCELLANEOUS DETAILS. <br />10 CONSTRUCT BITUMINOUS CURB ALONG EXISTING PAVEMENT EDGE. \ <br />PAID FOR AS BITUMINOUS CURB. <br />EX R\ <br />♦ <br />♦♦ CONSTRUCTION LIMITS <br />24 C&G� \ <br />♦\ 110 <br />♦ \TE\ <br />B624 C&G \ <br />B612 C&G <br />O \ E v <br />poppop Y g, <br />p p0 p.2 <br />OOOpp \ <br />O Opp O <br />X <br />• <br />0 20 40 <br />SCALE IN FEET <br />\-R424 C&G <br />°pOpO°O° <br />B624 C&G <br />BR4 C&G °°o°o°o° r <br />+18.51 <br />O <br />°p°♦D°O° <br />+ 1` <br />U CO <br />BR4 C&G <br />o°0°0°0 <br />405 <br />0 <br />m <br />D424 C&G <br />o"e3 <br />HZ <br />VII- <br />33' <br />o°o ° <br />ILL <br />0 o°p°p°o°p 30Fj 3O = LU <br />rN <br />0;0,00°°5 <br />B624 C&G <br />22' / <br />L8, \-B624 C&G <br />- END S.A.P. 187-I11-004 <br />BEGIN S.A.P. 062-676-005 <br />3 , IL NB OLD SNELLING AVE <br />STA. 104+97.64 <br />�(L NB OLD SNELLING AVE <br />i <br />CONSTRUCTION LIMITS <br />♦ B624 C&G <br />♦ Q 1 <br />♦ <br />1♦11 � �ZNE �jN load o <br />\ pl SEE SH 6 <br />I hereby certify that tins plan, soeciticatlon, or report <br />prepared " me or under my dIreat supervision and <br />STATE AID PROJECT NO. <br />062-676-005 <br />DRAWN BY <br />RA SEY COUNTY <br />SHEET <br />that I am duly Licensed Professional Engineer under <br />062-749-003 <br />D. FITCHORN <br />the laws of the State of Minnesota. <br />062-615-042 <br />DESIGNED BY <br />CONSTRUCTION PLANS <br />86 <br />Print Name: ALYSA C. JOHNSON <br />187-111-004 <br />C. EBY <br />ISRF <br />CHECKED <br />CR E AND OL D SNELLING AVE ROUNDABOUT <br />NO <br />DATE <br />BY <br />CKD <br />APPR <br />REVISION <br />A.JOHNSON <br />1 65 <br />..\Plan\FinalPlan\144II-CPOI.dgn <br />Date License 57148 <br />COMM. NO. 2114411 <br />