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24' - TAP <br />• am- <br />116'-12' RCPT. 0.32 <br />0 0.41 RCP �A _ <br />4 , `+ 1•� As • � 61.3 <br />i i GI <br />- I T <br />t . 1 EI <br />GRADING & DRAINAGE NOTES <br />1. THE CONTRACTOR IS SPEQFICALLY CAUTIONED THAT THE LOCATION <br />AND/OR ELFVAOOx W EMSBMG UTUTIES AS MOM ON THESE <br />PUNS IS BASED ON RECORDS OF ME VARIOUS UTILITY COMPANIES. <br />AND WHERE POSSILF. MEASUREMENTS TAKEN MINE I-B. THE <br />WORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR <br />COMPLETE. THE CONTRACTOR MUST CALL TIE APPROPRIATE UTILITY <br />COMPANIES AT LEAST 4e HOURS BEFORE ANY EXCAVATION TO <br />REQUEST EXACT RELIT "TON OF UTILITIES. IT SHALL BE TIE <br />RESPONSISIUTY DF THE CONTRACTOR TO RELOCATE ALL EIASTINC <br />UTIUIIE5 RHICH CONFLICT RIM THE PROPOSED IMPROVEMENTS SHOWN <br />ON TIE PLANS. <br />2 ALL CUT OR FlLL MOPES SHALL BE x+ OR FLITTER UNLESS <br />OTHERMISE NOTED. <br />]. EXISTING OR AM STRUCTURES TO BE INSPECTED AND REPAIRED AS <br />NEEDED. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT <br />AND DEBRIS. <br />4. EXISTING GRADE CONTOURS SHOWN AT 1 FOOT INTERVALS. <br />5. CONTRACTOR SMALL ASSURE POSITIVE DRAINAGE AWAY FROM <br />BUIDINGS FOR ALL NATURAL AND PAWL AREAS. AT ALL TIMES <br />B. WNSIRUCTON SHALL COMPLY WTH ALL APPLICABLE GOVERNING <br />CODES AND BE CONSTRUCTED TO SAME <br />7. ME EARTHWORK FOR ALL SUIIDING FDIINDATONS AND SLABS SMALL <br />BE N ACCORDANCE MTU ARCHITECTURAL SUILDING PLANS AND <br />SPECIFICATIONS - <br />B. CONTRACTOR IS RESPONSIBLE FOR WRIFTING ALL UTILITIES AND <br />NOTIFYING TIME APPROPRIATE UTUTY COMPANY PRIOR TO BEGINNING <br />CONSTRUCTON. <br />B. CONTACTOR SHALL WRFY HORIZONTAL AND WRTCAL LOCATION OF <br />ALL EASING S SEREn STRUCTURES. WES. AND ALL UTI.ME3 <br />PRIOR TO CONSTRUCTION. <br />16 ALL CONCRETE. TO HAW A MINIMUM 26 DAY COMPRESSION STRENGTH <br />OF 4000 PSI. <br />T1. SEE LANDSCAPE PUN FOR RESTORATION REQUIREMENTS, <br />12 ALL SDEWALKS SHALL HAW A POSTED SLOPE AWAY FROM THE <br />SU - ME MAXIMUM CROSS SLOPE SMALL BE 201E ME MAXIMUM <br />LONCIT AM SLOPE ON SIDEWALKS SAIL BE 5.06 <br />13. NO SLOPE IN ANY DIRECTON SMALL EXCEED 201 IN ACCE5904E <br />PARIONG AND LOADING AREAS. <br />IA ALL CURB .PUTTER SHALL HE TRANWIDNED TO GRAIN ALLOMNG NO <br />POIDING. <br />_ Q �p+.y� I i Fl NpT10N AREI C <br />TC TOP OF CURB PROPOSED BUILDING • _�` /'L,V,M U.''�. 'y FF a TO FLOOR. <br />BITUMINOUS PROPOSED CURB A, GUTTER <br />T a + B = 'GUTTER -IN' <br />CONIC gU <br />R PROPOSED r t SLITTER <br />Y TTTlR -our <br />/,_� ♦ti rpA� •. Ac1a3,� iM X =SPOT ELEVATION DEPRESSED CURB <br />STORM SEWER TABLE <br />RBI <br />v <br />4 1_ <br />SIRUCf <br />FIDW <br />I <br />BUILD <br />TYPE <br />CASTING <br />RQUANS <br />ONE <br />I- eBB.Bt <br />(FIELD VERIFY) <br />1 <br />.N.QU <br />M.81 5. 63841 N <br />5.19 <br />R- 170E -1 I <br />STORMCEPI UNIT MOD JXXXX <br />2 <br />.63.50 <br />1 659.22 S 659.32 856.62 N <br />4.28 <br />4e -4022 <br />-.14-R <br />3 <br />..].50 <br />.90.56 s ew.e. N <br />2.94 <br />4e -402 <br />R- ]216 -R <br />4 <br />55200 <br />en.so <br />iF5 <br />s <br />88.].90 <br />, <br />/ <br />1 <br />I <br />f <br />Q� <br />86].50 <br />� <br />.3N <br />b -4022 <br />R- 3246 -R <br />7 <br />86].]3 <br />880.2 .860.3. N <br />]A6 <br />JiROPOSED <br />R- 25]5 -A <br />GRATE TYPE C <br />0 <br />BUILDING <br />6.0.72 s 66662 <br />].+0 <br />'1 <br />,•' 21,765 SF <br />/ FF ELEV - 866.40 <br />24' - TAP <br />• am- <br />116'-12' RCPT. 0.32 <br />0 0.41 RCP �A _ <br />4 , `+ 1•� As • � 61.3 <br />i i GI <br />- I T <br />t . 1 EI <br />GRADING & DRAINAGE NOTES <br />1. THE CONTRACTOR IS SPEQFICALLY CAUTIONED THAT THE LOCATION <br />AND/OR ELFVAOOx W EMSBMG UTUTIES AS MOM ON THESE <br />PUNS IS BASED ON RECORDS OF ME VARIOUS UTILITY COMPANIES. <br />AND WHERE POSSILF. MEASUREMENTS TAKEN MINE I-B. THE <br />WORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR <br />COMPLETE. THE CONTRACTOR MUST CALL TIE APPROPRIATE UTILITY <br />COMPANIES AT LEAST 4e HOURS BEFORE ANY EXCAVATION TO <br />REQUEST EXACT RELIT "TON OF UTILITIES. IT SHALL BE TIE <br />RESPONSISIUTY DF THE CONTRACTOR TO RELOCATE ALL EIASTINC <br />UTIUIIE5 RHICH CONFLICT RIM THE PROPOSED IMPROVEMENTS SHOWN <br />ON TIE PLANS. <br />2 ALL CUT OR FlLL MOPES SHALL BE x+ OR FLITTER UNLESS <br />OTHERMISE NOTED. <br />]. EXISTING OR AM STRUCTURES TO BE INSPECTED AND REPAIRED AS <br />NEEDED. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT <br />AND DEBRIS. <br />4. EXISTING GRADE CONTOURS SHOWN AT 1 FOOT INTERVALS. <br />5. CONTRACTOR SMALL ASSURE POSITIVE DRAINAGE AWAY FROM <br />BUIDINGS FOR ALL NATURAL AND PAWL AREAS. AT ALL TIMES <br />B. WNSIRUCTON SHALL COMPLY WTH ALL APPLICABLE GOVERNING <br />CODES AND BE CONSTRUCTED TO SAME <br />7. ME EARTHWORK FOR ALL SUIIDING FDIINDATONS AND SLABS SMALL <br />BE N ACCORDANCE MTU ARCHITECTURAL SUILDING PLANS AND <br />SPECIFICATIONS - <br />B. CONTRACTOR IS RESPONSIBLE FOR WRIFTING ALL UTILITIES AND <br />NOTIFYING TIME APPROPRIATE UTUTY COMPANY PRIOR TO BEGINNING <br />CONSTRUCTON. <br />B. CONTACTOR SHALL WRFY HORIZONTAL AND WRTCAL LOCATION OF <br />ALL EASING S SEREn STRUCTURES. WES. AND ALL UTI.ME3 <br />PRIOR TO CONSTRUCTION. <br />16 ALL CONCRETE. TO HAW A MINIMUM 26 DAY COMPRESSION STRENGTH <br />OF 4000 PSI. <br />T1. SEE LANDSCAPE PUN FOR RESTORATION REQUIREMENTS, <br />12 ALL SDEWALKS SHALL HAW A POSTED SLOPE AWAY FROM THE <br />SU - ME MAXIMUM CROSS SLOPE SMALL BE 201E ME MAXIMUM <br />LONCIT AM SLOPE ON SIDEWALKS SAIL BE 5.06 <br />13. NO SLOPE IN ANY DIRECTON SMALL EXCEED 201 IN ACCE5904E <br />PARIONG AND LOADING AREAS. <br />IA ALL CURB .PUTTER SHALL HE TRANWIDNED TO GRAIN ALLOMNG NO <br />POIDING. <br />_ Q �p+.y� I i Fl NpT10N AREI C <br />TC TOP OF CURB PROPOSED BUILDING • _�` /'L,V,M U.''�. 'y FF a TO FLOOR. <br />BITUMINOUS PROPOSED CURB A, GUTTER <br />T a + B = 'GUTTER -IN' <br />CONIC gU <br />R PROPOSED r t SLITTER <br />Y TTTlR -our <br />/,_� ♦ti rpA� •. Ac1a3,� iM X =SPOT ELEVATION DEPRESSED CURB <br />STORM SEWER TABLE <br />RBI <br />SIRUCf <br />FIDW <br />INVERT <br />BUILD <br />TYPE <br />CASTING <br />RQUANS <br />ONE <br />I- eBB.Bt <br />(FIELD VERIFY) <br />1 <br />.N.QU <br />M.81 5. 63841 N <br />5.19 <br />R- 170E -1 I <br />STORMCEPI UNIT MOD JXXXX <br />2 <br />.63.50 <br />1 659.22 S 659.32 856.62 N <br />4.28 <br />4e -4022 <br />-.14-R <br />3 <br />..].50 <br />.90.56 s ew.e. N <br />2.94 <br />4e -402 <br />R- ]216 -R <br />4 <br />55200 <br />en.so <br />iF5 <br />s <br />88.].90 <br />92 s <br />661 859.90 <br />2.89 <br />R -1 <br />R- 3245 -R <br />e <br />86].50 <br />059 <br />3.70 <br />b -4022 <br />R- 3246 -R <br />7 <br />86].]3 <br />880.2 .860.3. N <br />]A6 <br />b -4020 <br />R- 25]5 -A <br />GRATE TYPE C <br />0 <br />68x90 <br />6.0.72 s 66662 <br />].+0 <br />0-40:2 <br />R- 3246 -R <br />9 <br />884.]0 <br />880.93 S eet.a3 W <br />].]5 <br />4. -4022 <br />R -J 4 <br />10 <br />ea.OG <br />861.64 .01.74 s <br />2.30 <br />R -1 <br />R- ]249 -R <br />11 <br />8.4.00 <br />861Le N <br />2.14 <br />R -1 <br />R- ]246 -R <br />TE3 TON 84 MEN K, INC. <br />® Consulting EnOTn6Wn Is SUMY.n <br />SCALE FEET ADAM NAiSTAG. PE MANKATD, MN FAIRMONF. MN SLEEPY EYE. MN WILLMAN. MN <br />"'I- A 1.n,. M,. mo9, u n4,A, Iww 44259 8/16/2010 BUPNSVXIE MN CHISIGI MN RARYY, MN MMES. M <br />w CwM w <br />- -- EXISTING INTERMEDIATE <br />CONTOURS <br />--- - - - - -- EXISTING INDEX <br />CONTOURS <br />PROPOSED INTERMEDIATE <br />CONTOUR6 <br />PROPOSED INDEX <br />CONTOURS <br />--r> -- STORM SEWER <br />rr - -- UNGERMAIN <br />1 � PROPOSED DIRECTION OF FLOW <br />+BM 868.20 +BM 867.31 <br />TOP NUT HYORALR TOP NUf NTDRANf <br />No601 510E DF cmc NDRnM BITE aF cmc <br />CE SA ER E N 278' E LENIER GRNE ]95' N <br />OF YPPMRE 5f NW OF RHINESTDIME 5< N <br />PSD, LLC -ET <br />MSEY TOWN CENTER 12TH ADDITION C2 <br />GRADING & DRAINAGE PLAN <br />COmNEX,r TO <br />I- eBB.Bt <br />(FIELD VERIFY) <br />TE3 TON 84 MEN K, INC. <br />® Consulting EnOTn6Wn Is SUMY.n <br />SCALE FEET ADAM NAiSTAG. PE MANKATD, MN FAIRMONF. MN SLEEPY EYE. MN WILLMAN. MN <br />"'I- A 1.n,. M,. mo9, u n4,A, Iww 44259 8/16/2010 BUPNSVXIE MN CHISIGI MN RARYY, MN MMES. M <br />w CwM w <br />- -- EXISTING INTERMEDIATE <br />CONTOURS <br />--- - - - - -- EXISTING INDEX <br />CONTOURS <br />PROPOSED INTERMEDIATE <br />CONTOUR6 <br />PROPOSED INDEX <br />CONTOURS <br />--r> -- STORM SEWER <br />rr - -- UNGERMAIN <br />1 � PROPOSED DIRECTION OF FLOW <br />+BM 868.20 +BM 867.31 <br />TOP NUT HYORALR TOP NUf NTDRANf <br />No601 510E DF cmc NDRnM BITE aF cmc <br />CE SA ER E N 278' E LENIER GRNE ]95' N <br />OF YPPMRE 5f NW OF RHINESTDIME 5< N <br />PSD, LLC -ET <br />MSEY TOWN CENTER 12TH ADDITION C2 <br />GRADING & DRAINAGE PLAN <br />