Laserfiche WebLink
02017 Wostwood Professional Services, Inc. <br />J <br />• ACCESS ROAD (TYP) <br />)" <br />/ J CONSTRUCT PED. <br />RAMP (TYP.) <br />t <br />v� <br />2 <br />4� <br />U.n UU IbIUt YKUYtK 17 LINt (17Y.1 <br />2 <br />f 11 <br />ED- <br />�, <br />10 z <br />avn <br />/ .� � � � . "�� �' a.- kir• <br />12 <br />PROPOSED GRADE-(TYP.)- <br />25' - 15" RCP <br />CL 5 0 0.48% <br />N <br />ISN 0'11[ -m (Da +ish <br />A. -tam ION i[lN i -N <br />na n"a rIa na na -.e <br />mm mm -rnrn mm rnrn +. <br />40.00' VC <br />H.P. ELEV = 942.91 <br />H.P.. STA. _. 9+36.40 <br />PVI STA = 9+37.00 <br />PN ELEV = 942.97 <br />A.D. _ -1.24% <br />K = 32.33 <br />PROPOSED:C/L GRADE (TYP.) PVC = 9+17.00 <br />...... I .................. P.V.r. _. 9+57.00 <br />PROPOSED CIL SUBGRADE (TYPJ� ELEV = 942.85 <br />ELEV = 942.84 <br />'•W mN <br />vN <br />�r na <br />rram ma <br />•.zN a"�j <br />sCI - <br />-rr �:r civ <br />,rvi rm �+.m <br />142 <br />58 - 15' RCP <br />35' - 15" RCP <br />H.P. ELEV = 941.91__ <br />H.P. STA = 203,46 --;f - �- -� <br />-_� �- <br />CL 5 ® 0.41% <br />15" <br />..... <br />- <br />- <br />CB -153: <br />RCp CL <br />5 <br />82' - 15" RCP <br />CBMH-223 <br />CBMH-224 RE = 940.58 <br />CBM -152 <br />®3389 <br />CL 5 ®-0.349. <br />50.00' VC <br />IE (SE):= 936.05 <br />RE = 939:97 <br />PVI STA = 11+93.13 <br />.... <br />L.P.'ELEV 940.58 <br />PVI ELEV = : 941.34�-� <br />IE (S) = 935.10 <br />L.P. STA = 5+25.00 <br />IE (N) = 935.10 <br />PVI STA = 5+25.00 <br />STMH-151. : <br />FES -150 <br />PN ELEV = 940.50 <br />RE = 932.84 <br />IE = 930.00 : <br />A.D. = 1.20% <br />IE (W) = 930.28 <br />K = 41.67 <br />_ <br />L <br />IE(N)=930.28 <br />PVC, = 5+00'DO <br />- <br />PVT = 5+50;00 <br />PVI STA = 1+00.00 <br />ELEV = 940.65 <br />PVI ELEV = 938.63 <br />A <br />-0.60% <br />ELEV = 940.65 <br />2.p0% <br />--- <br />N <br />ISN 0'11[ -m (Da +ish <br />A. -tam ION i[lN i -N <br />na n"a rIa na na -.e <br />mm mm -rnrn mm rnrn +. <br />40.00' VC <br />H.P. ELEV = 942.91 <br />H.P.. STA. _. 9+36.40 <br />PVI STA = 9+37.00 <br />PN ELEV = 942.97 <br />A.D. _ -1.24% <br />K = 32.33 <br />PROPOSED:C/L GRADE (TYP.) PVC = 9+17.00 <br />...... I .................. P.V.r. _. 9+57.00 <br />PROPOSED CIL SUBGRADE (TYPJ� ELEV = 942.85 <br />ELEV = 942.84 <br />'•W mN <br />vN <br />�r na <br />rram ma <br />•.zN a"�j <br />sCI - <br />-rr �:r civ <br />,rvi rm �+.m <br />...... ... .. <br />58 - 15' RCP <br />35' - 15" RCP <br />H.P. ELEV = 941.91__ <br />H.P. STA = 203,46 --;f - �- -� <br />-_� �- <br />CL 5 ® 0.41% <br />- CL. 5.®.0.48%:. <br />..... <br />- <br />- <br />- _ - <br />40.96 <br />CBMH-225 <br />CBMH-223 <br />CBMH-224 RE = 940.58 <br />RE - 9:40.95 <br />IE (SW) = 936.46 <br />1E .(.W). =. 936.05..... <br />.936.46..... . <br />IE (N)-936.46 <br />IE (SE):= 936.05 <br />PVC 2+45.00 - - - - - - - - - - ----------- <br />PVI STA = 11+93.13 <br />PVI ELEV = : 941.34�-� <br />.-.-.--. <br />...... ... .. <br />.. .. ............... <br />H.P. ELEV = 941.91__ <br />H.P. STA = 203,46 --;f - �- -� <br />-_� �- <br />-- EXISTING GROUND (TYP.) <br />- <br />-- <br />CBMH 224 <br />_ <br />- PVI -A-= 2+70.00 <br />- <br />- _ - <br />40.96 <br />PVI ELEV =: 942:03 f <br />' A.D..=:-2.6.0%-/. <br />CB -153 <br />RE = 939.97 - _ -_ - - <br />- - - - - -- _ _ <br />' - -- - -- -: - <br />l -� -.�.� <br />-IE (NW) = 93RE <br />6.22 <br />.� ........... <br />K = 19.23 ...IE�S�__s3_5.22-_ - - .... <br />._.__ <br />`_----IE �ME)� '936.2 2 ....... <br />PVC 2+45.00 - - - - - - - - - - ----------- <br />.- <br />--- PVT =-2+95.00 <br />ELEV = 941.53 <br />930 ELEV = 941.88 <br />1 2 3 4 5 6 <br />Wwtvmod <br />Phone(952193]•5150 7699Aaagram Or ire <br />Fax (96219375.22 <br />Edea Pro16., MN 65344 <br />T Fm (aaa1937-Siso west-dp- <br />Wml d Prufeoh-I Senlns h- <br />h.�'mpav� wd t �I ® � aemrd� PHOI�'HOT7A�i. <br />@l� / a 3rLaemlL 9/23/17 CITY Commmb <br />az <br />John Heade <br />rade 07)14/17 <br />7 8 <br />n�lsia Prepared for. <br />Ew <br />Dana BPB <br />R..d V -d, br/&* <br />9 10 11 12 <br />OP5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Parke MN 55416 <br />945, <br />Adelaide <br />Landing <br />Haw, MN <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />GENERAL NOTES: <br />• RADIUS TO BE B618 C. & G. <br />WITH 10' TRANSITION FROM <br />SURMOUNTABLE CURB <br />�* <br />DENOTES ELEVATION <br />'�°'INTERSECTIONS <br />ALL RCP SHALL BE CLASS 5, <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 GUTTERUNE, 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 />0' 50' 100' 150' <br />0008463STF07.d- <br />Date 07/14/17 sheet: 17 OF 23 <br />Street and <br />Storm Sewer <br />Construction <br />Plan <br />