7.3. SR 09-17-2018 - Laserfiche WebLink

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� T � LT FENCE � SV A \I a l r35LFFDPE— \ _.. i GH#3 =3sLE _ 1 RIM=aas 5O / 1 \ I2 HOPE s=loa9 INv=86261 \ \ S-all as i L ISLE Iz EEs� \-� A � � � 1 � � I I 1 1 I I ��11� 1 1 �wL RPPAP iy ►-. ,�--� � � a��C \I 1'A V ".� - V V \ \ 1 1 MH#2 \ \ INFILTRATION BASIN RIM 88820 �,RACT'�C E, IN V I I I I I \ A A V A A v TOP Bes Oo Iz'HOPe V INV-884100 Oo eOL-7, oo "'� OB#3 39LE - \ VOL-7,acE RIM 889.85 \ \ \ MH y2 T A A Nv=e83.60 RIM=884.00` 1 \ Y \ my-aT9 oo 1 A NE wFaTRBOT-BASH I V� A Q \\ \ 1 1 I = TOP-889.00 \', \ \ 1 \ 1 01 FT. SETBACK FROM I_ / I \ \ \1 11 �T A BOT-144OF- \ 1 I / Y / ) '\1 V� A 1 ' 1 VOL-8,144 OF A A Y \ ASE FLOOD..E� L ITO_P QF \ \ \ 1 100 YR 7d 1 LIEVATION BOUNDARY 1 / [� 1 A A \�g�� F( 'F( CK W, 1 iz"FES W RIPRAP INV=885.00 \ \ I _ V A 11 II 1 �1 SILT FENCE 1 1 III I I 1 1 PROPOSED �j BM TNH V 1 1 1 1 I 1 1 1 1 1 L 12"HOPE JB1 V -- 11 WEST MFILTRATION BARIN� I A 4-STORY 1 ELEV= 893.17 V 1 1 TOP -65.00 i\ 1 1 1 L=evoLF V \ 1 P 1 l o I s=ossr V A _ - APARTMENT \ $DT.=861.00 �1 1 VOL 3411 OF — \ 1 IT' BUILDING� A=34.058 SF FB^ 1 1 �, NI xa I V° FFE=890.00 > �I2 HDPE 1 RIM 86320 V \ WOODELyVA` V L=3I LF INv-863.zO�I �I ( GFE=879.50 ` m eo \ s-a6s� I 1 I o 4 \\ VAVA V 11 II 3 I SIB \cuT iv/- _ 12 HDP- W RIPRAP 1\ RAIN GUTARDIAN .—-- L=163LF sf� U V T S- S2% INIv=s163.00 t i >a ( a o 1 ` �XA, zoB,F- 1-1.111.68 I 336,3 asa� 63033 3333, 1 SII OR i S-410' as aaa. R� z-z 30333 :. � ` J ae Mrl\ . =e ee 1 A ENTRANCE Z e ,e a� � A ENTRANCE (n \ o� w ae,e 1 I 1 RIM 883.00 12"HDPE mean \\� ADJUST EX.CB eae os \\ LL L Q INV—d]].52 L=39LF ADJ5CKR MT 886 25 RIM=886.90 / �pp�77 YR AS FL�pO _ l __ — — — U L ON UIND R _ / \ < z11 Ln \ �apwLET PROTECTION(TVP) eee H C9 Q M' \ ` / CONNECT TO O IE saz3o Iz"HDPE / =i5% Q1 ON RIM 883.72 m m SILT FENCE _ 1 --- BIV �f 1� w �� !l VV00 A z ELEV= 888TNH 62 j6 DoWL I I H-— a TRACT D �a_LL Doe EXISTING BUILDING (/ : I FEE= 884.88 U NOTES: C�L 'TOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS,AND RIM AND INVERT ELEVATIONS,OF EXISTING DRAINAGE AND SANITARY STRUCTURES.LOCATION AND SIZE OF EXISTING SANITARY,WATER,AND STORM J U` 'TUBS,AND EXISTING GRADES SHALL ALSO BE VERIFIED. FL-rl TOPOGRAPHICAL INFORMATION WAS OBTAINED FROM A TOPOGRAPHICAL SURVEY FROM BOGART PEDERSON AND ASSOCIATES,BECKER,MN. N GRADING & ESC PLAN m c =30' IRK: BM=893.17(TOP NUT HYDRANT), W W d :NGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE DISCOVERED BETWEEN THE EXISTING CONDITIONS AND THE CONDITIONS NOTED ON THE PLANS,WHICH ARE SIGNIFICANT ENOUGH TO ALTER THE INTENT OF THE DRAWINGS. 'W r RED BY THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY,THE OWNER OR CONTRACTOR SHALL OBTAIN A PLUMBING PERMIT PRIOR TO THE INSTALLATION OF ANY STORM SEWER UTILITIES. SHEEP N0. ILL UTILITY COMPANIES WITH UTILITIES IN THE PROJECT AREA BEFORE THE START OF CONSTRUCTION AND VERIFY LOCATIONS OF UTILITIES BEFORE BEGINNING WORK. ■, :TOR SHALL PERFORM CALCULATIONS TO VERIFY EARTHWORK QUANTITIES.CONTRACTOR'S BID/QUOTE SHALL BE BASED ON HIS/HER OWN EARTHWORK CALCULATIONS. REVIEW PLAN C2 EVATIONS ARE TOP OF CURB AND FLOW LINE AND/OR FINISHED GRADES,UNLESS OTHERWISE INDICATED BY THE LOCATION OF THE SPOT.PROPOSED ELEVATIONS ARE INTENDED TO PROVIDE POSITIVE DRAINAGE TOWARDS CATCH NOT FOR CONSTRUCTION AND/OR OUTLETS. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE REQUIRED ELEVATIONS,WHICH WILL PROMOTE POSITIVE DRAINAGE THROUGHOUT THE PROJECT SITE. LTRATION BASIN SLOPES SHALL BE SEEDED WITH NATIVE SEED MIX AND EROSION CONTROL BLANKET UNTIL TURF IS ESTABLISHED.THESE AREAS SHALL NOT BE MOWED,BUT MAINTAINED IN A MORE NATURAL STATE.