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n a <br />ow <br />o- <br />--1. <br />GENERAL NOTES: <br />CROSS SLOPES ARE FT./FT. <br />SEE CONSTRUCTION PLANS FOR BEGIN AND END TAPER <br />STATIONING, LANE ANp SHOULDER DIMENSIONS, AND <br />MISCELLANEOUS INFORMATION. <br />SEE DRAINAGE DETAILS FOR CASTING ASSEMBLY <br />TABULATIONS. <br />SEE DRAINAGE DETAILS, DRAINAGE PROFILES, AND <br />DDRAINAINF %ULAONON SHEETS FOR ADDITIONAL STORM <br />SEE CONTOUR PLANS FOR PROPOSED AND EXISTING <br />CONTOURS AT PROPOSED POND LOCATION. <br />SEE FOR STORM ISEWER NG IAND YCULVERTS ITTO BEON DREMOVEREMOVAL PLAN <br />D. <br />SEE REMOVAL PLANS FOR ABANDONED UTILITIES. <br />FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. <br />SUBSURFACE DRAINAGE IS DRAIN SCHEMATICALLY FOR <br />CLARITY. SEE TYPICAL SECTI NS AND STANDARD PLANS <br />FOR INSTALLATION LOCATIONS. <br />COORDINATE SUBSURFACE DRAIN INSTALLATION TO AVOID <br />CONFLICTS. SEE CONSTRUCTION PLANS. <br />_�EX <br />- EB CR E/LAKE JOHANNA BLVD <br />LEGEND <br />SUPERELEVATION TRANSITION FT/FT <br />STORM SEWER STRUCTURE NO. <br />>> PROPOSED STORM SEWER <br />>> EXISTING STORM SEWER <br />— — — >-— — — 4" PERF. TP PIPE DRAIN (UNLESS OTHERWISE NOTED) <br />❑ / ■ EXISTING/PROPOSED CATCH BASIN <br />> / P. EXISTING/PROPOSED APRON <br />O / 0 EXISTING/PROPOSED MANHOLE <br />DI DI <br />X <br />6" <br />SAP ,o pa r <br />EX R\ <br />0 20 40 <br />• 116B Sf. AI F 1N FFFT <br />EXISTING/PROPOSED DROP INLET \\ <br />I \ <br />SURFACE FLOW \\ \ <br />® RIPRAP \\ <br />ROLLED EROSION PREVENTION CATEGORY <br />72 - SEE pRAINAGE DETAILS AND TURF ,� 12 J 4 <br />ESTABLISHMENT AND EROSION CONTROL PLANS <br />/ © % R'� E <br />0.01 <br />0.006Z <br />i <br />i <br />L+93.5 <br />4—0.005 <br />� O <br />O <br />�C <br />III <br />III <br />+32.2� <br />0.02 <br />0.02 <br />i <br />TE <br />II +66.9C <br />CC D - - - - <br />13 <br />I <br />III �EX R/W <br />III <br />NOTES: <br />QA CONNECT TO EXISTING STORM SEVER <br />© 6" PERF. PE PIPE DRAIN (SEE CONTOUR PLAN) <br />PLACE SUMP MANHOLE. SEE DRAINAGE DETAILS AND \ <br />SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. <br />+52.3 f+T0.5 <br />+43.8 I Op ! <br />+34.8-1 <br />I I + <br />SNELLING / <br />F LTRATION BASIN <br />/H�: 914.3 <br />B 910.0 +` <br />+ <br />a <br />po <br />015 0.02 <br />n <br />R <br />O. 01 <br />0.02 1 <br />13 \ <br />^ \+56.0 r <br />0 <br />N <br />9 <br />0 <br />AM <br />O <br />6 ` O1- <br />`I WB CR E/LAKE JOHANNA BLVD \ <br />SB OLD SNELLING AVE <br />EX R/W- <br />0.02 <br />bG <br />116 <br />96 \ TE \ <br />X, NB OL SNELLING AVE <br />� ee <br />° _ VAR \ \\ PE /Z\ <br />0.02 11 \ �� <br />O n S2• q <br />Np. <br />+ �o <br />A dnF o0 <br />02 ^ LU <br />-- r V) <br />I hereby certify that tins plan, specitica+Ion, or report <br />e prepared ey me or under my dnreat eaperwenon and <br />that I am duly Licensed Professional Engineer under <br />the laws of the State of Minnesota. <br />Print Name: ZACHARY J. THELEN <br />STATE AID PROJECT NO. <br />062-676-005 <br />062-749-003 <br />062-615-042 <br />187-111-004 <br />DRAWN BY <br />M. FRIESE <br />ISRF <br />RA SEY COUNTY <br />SHEET <br />1O5 <br />1 65 <br />DESIGNED BY <br />M. SBY <br />CR E DRAINAGE AND SUPERELEVATION PLANS <br />AND OLD SNELLING AVE ROUNDABOUT <br />CHECKED <br />Z.THELEN <br />NO <br />DATE <br />BY <br />CKD <br />APPR <br />REVISION <br />..\Plan\FinalPlan\144II-drOI.dgn <br />Date License # 57773 <br />COMM. NO. 2114411 <br />