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02017 Westwood ro essional Services, Inc. <br />Call 48 Hours before digging: <br />y - GOPHER STATE ONE CALL <br />FES -195 <br />\ LIMITS OF PHASE 1 :, B.3 C.Y. CL. 3 RIP RAP . f"," Twin Cit Area 651-454-0002 <br />--- STREET & UTILITY 4.2 C.Y. FILTER MATERIA` - Mn. Tall Free 1-800-252-1166 <br />1 CONSTRUCTION (TYP) <br />934.14 _ <br />TEMP <br />_ ... _...._.." 92 <br />ITE <br />131ST STREET NORTH <br />965 965 <br />.M a, <br />Nim X00 .1 �N NN NIf] �'0p Mr• aY �N .-0107� nn aM W� [0;00 <br />NCJ N� N,- Mi 4:-: 16 �� NN v'N pN �[l� -ung <br />Ol D7 n'Tn,Q_ n7 -t MQ MQ n7 n:< M�f n,V nQ n.V nY N1,�T na <br />-0> rnrn rnrn o�,rn rnah rn;m mm mm .0 a,.rn rnrn a�,m mrn a.,rn rnrn <br />960'. 960 <br />955 50.00' VC 955 <br />- LP. ECFV ='941'.18 2s' - 24" RCP <br />L.P. STA = 7+82.00 CL 3 6 0.28%- <br />PVI STA 7+82.00 50.00' VC . <br />PVI ELEV = 941.10 H.P. ELEV = 942.42 50.00' VC' <br />A.D. = 1.20% H.P. - STA = 10+15-00 - L.P. ELEV= 941.26 <br />950 K = 41.67 PVI STA = 10+1:5.00 155' .-.24 RCP: CL.3.0.0.287 L.P. STA 12+33.00 950 - <br />'"'PVC' --7+57:00 "'PM'ELEV '942.50' PM STA 12+33.00 --- <br />PVT = 8+07.00 A.D_ _ -1.20% - - PM ELEV 941.19 <br />ELEV = 941.25 K = 41.67 CBMH-197 CBMH-198 FES -195 0% <br />RE: = 940.67 <br />ELEV 941.25 PVC = 9+90.00 IE {N) = 930.431E7Zk <br />PVT 10+40.00 08.00 <br />945 PROPOSED C/1. GRADE (TYP.) .... ELEV '942.35 IE .(S) = 930.43 58.00 945 <br />PROPOSED 'C' 'A SUBGRADE (TYP.) - " 'ECFV '942.35' ' ' ' ' ' ' - 1.34' - - <br />1.34- <br />-0.60% 0.60% -0.60%. 0.60% <br />940 .... 940 <br />17' - '15"'RCP' ' <br />CL r" ® 0.65% _ <br />- _ - 19�- 18" RCP <br />STUB -1 y EXISTING GROUND: (TYP.) -CL 5 0 0.37% <br />IE (E) = 935.94 10' - 18" RCP <br />935 c�MH-zz- - -.... - _ ---------=- cL_s oso%_ 3 <br />_.... , ".RE 1 T40.58 <br />_ _ -.� <br />IE =:940.95 It (SW) = 936.46 - - - - 113' - 21" REP - STUB -2 - - - - <br />IE (W) = 936.05 - <br />It (N) = 936.46 25' -:15" RCP CL 5.0 0.219 - -IE W 933.39 <br />--------1E-(SE) 936.05 CL 5�® 0.48%_Uj <br />( ) =_ <br />CBMH-798 <br />_930 RE = 941.28..... CBMH-205 _930 <br />It == 9 <br />CB -226 CBMH-225" IE (E) = 930.94 CBMH 940. RE -- 940.64 <br />RE = 940.58 IE (SW) = 930.94 : 31 IE (E) = 933.27 <br />IE (S) = 936.58 - - E (E) 931.05 It (S) = 931.32- <br />_ IE (W) = 930.70 IE( = 931.12 <br />IE (N) = 930.50 ( ) <br />925 9_25_ <br />6 7 8 9 10 11 12 13 <br />od I Laeby wdE , Ne dJ. pl wr peeve. b, - - w mT repared <br />aNGa� "eae m. v.. d w sm d tlSmmY. 9/22/1] CttY Cemmmb <br />Ph- (952)9ard,50 rsssa.�-Dn- �.� - OP5 Adelaide LLC <br />- (952) 99]5922 Etlen Vreine,MN 55944 oel.Y.. SPB <br />Tar ee I9e9)9az-siso-n-dWaomJohn Hmde 1660 Highway 100 South, Suite 400 <br />wat-d Prdmd-1 s� 1- Due 07/14/17 Amer xa 4330 vema oYo.l4s b idtle St. Louis Park, MN 55416 <br />GENERAL NOTES: <br />RADIUS TO BE 8618 C. & G. <br />WITH 10' TRANSITION FROM <br />SURMOUNTABLE CURB <br />+ DENOTES GUTTERLINE ELEVATION <br />NN91 AT INTERSECTIONS <br />ALL RCP SHALL BE CLASS S. <br />UNLESS OTHERWISE NOTED <br />PIPE LENGTHS SHOWN INCLUDE THE FLARED <br />END SECTION LENGTH. <br />THE CITY OF HUGO DOES NOT REQUIRE <br />TRASH GUARDS. <br />CASTING NOTE: <br />CATCH BASIN CASTINGS SHALL BE SUMPED <br />0.15' BELOW GUTTERLINE, MANHOLE CASTINGS <br />SHALL BE SUMPED 0.05' BELOW PAVEMENT <br />ALL CB, CBMH & STMH WITHIN 10' OF <br />HORIZONTAL DISTANCE TO THE WATERMAIN <br />SHALL BE CONSTRUCTED WITH POURED <br />INPLACE INVERT & SHALL UTILIZE WATER <br />STOP GROUTING RINGS <br />NOTE: <br />THE VERTICAL DATUM OF THIS PLAN IS BASED <br />ON THE NGVD 1929 ADJUSTED GEODETIC <br />DATUM IN US SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />I <br />0' 50' 100' 150' <br />Adelaide <br />Dab. 07/14/17 18 OF 23 <br />Street and <br />Landing <br />Storm Sewer <br />Construction <br />Hugo, MN <br />Plan <br />