Laserfiche WebLink
02017 Westwood ProfesJ6nal S�. vizE§, Irxc. Call 48 Hours before digging: <br />FES -106 0 + GOPHER STATE ONE CALL <br />/ ---- - - - Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />S0 <br />LIMITS OF PHASE 1 - <br />STREET & UTILITY <br />CONSTRUCTION: (.TYP) .; w GENERAL NOTES: <br />% RADIUS TO BE 8618 C. & G. <br />N I w WITH 10' TRANSITION FROM <br />`• STMH-107 ; m z, a� DENOTES GUBTTERUN E ELEVATION <br />wCUR <br />----- - z. §TREET'AN�BILCURB� 11.,; - - - ,�9 AT INTERSECTIONS <br />CONSTRUCTION FROM - _ _ _ ALL RCP SHALL BE CLASS 5, <br />`,t 3 STA. 10+12 TO STA. 11+13 I UNLESS OTHERWISE NOTED <br />I 2 PIPE LENGTHS SHOWN INCLUDE THE FLARED <br />END SECTION LENGTH. <br />BEGIN- CONCRETE..- <br />� C. & I: FUTURE �TREET LIGHT <br />m <br />�' I CONSTRUCTION AT f : AND ROUNDABOUT THE CITY OF HUGO DOES NOT REQUIRE <br />0 ' ' STA. 11+13 BY OTHE S <br />C8 84 , - - - TRASH GUARDS. <br />END C. & G. -; V. BITUMINOUS TRAIL (TYP.) CBMH-83 s CASTING NOTE: <br />••CONC SIDEWALK _ _ I CONSTRUCT PED. ' <br />CONSTRUCTION ,; --- - - `-CB-79 RAMP TYP. CB -.82,- - CATCH BASIN CASTINGS SHALL BE SUMPED <br />'•`. �� AT STA. 13+84 <br />MATCH EX STREET <br />X � - � 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS <br />�'•� _ _ -..- SHALL BE SUMPED 0.05' BELOW PAVEMENT <br />+ .,,I - ALL CB, CBMH & STMH WITHIN 10' OF <br />ADJUST G.V73(TYP.) 12 BMHORIZIN <br />j4 - CBMH- 9A & - SHALL OBEACONSTRUCTED NTH L DISTANCE TO E POURED <br />A <br />- _ 'BLe INPLACE INVERT & SHALL UTILIZE WATER <br />STOP GROUTING RINGS <br />tg - y'-CBMH-106 CBMH-7 -j <br />CBMH-78 NOTE: <br />SURMOUNTABLE CONCRETE THE VERTICAL DATUM OF THIS PLAN IS BASED <br />CURB -GUTTER <br />SEE , SHEET 23 DATUM IN US SURVEY FEET. GEODETIC <br />_ DETAIL--( ON THE NGVD 1929 ADJUSTED <br />- - - NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />, <br />co <br />s60 <br />945 <br />FLAY ROAD NORTH <br />50.00' VC <br />H.P. ELEV= :941.89 <br />0008463STF04.dwq <br />H.P. STA = 14+61.97 <br />Date 07/14/17 sheet 14 OF 23 <br />r_:mr <br />om <br />�� <br />mc1 <br />v:a <br />In <br />Min <br />mn <br />o� <br />' <br />Ma <br />N <br />Ma <br />N <br />M4 <br />O <br />MQ <br />a�m <br />M�M <br />.,Q <br />MM <br />R <br />M�W <br />M <br />to t0 <br />MM <br />mal <br />mm <br />rn.m <br />mm <br />m.m <br />mm <br />m.m <br />a�.m <br />50.00' VC <br />H.P. ELEV= :941.89 <br />0008463STF04.dwq <br />H.P. STA = 14+61.97 <br />Date 07/14/17 sheet 14 OF 23 <br />PVI STA = 14+50:00 <br />Landing <br />PVI STA <br />PM ELEV = 942.00 <br />"' <br />PVI ....ELEV 938.6 <br />A.D. _ -2.33% <br />- <br />K = 21.44 <br />50.00' VC - <br />PVC = 14+25.00 <br />PVI STA = 12+18.00 <br />H.P. ELEV = 938.92 <br />PVT = 14+75.00 <br />PVI ELEV 938.00 <br />H.P. STA = 10+73.11 <br />ELEV = 941.57 <br />- <br />- PVI -STA = 10+75.00 <br />ELEV-=:941.855 <br />'PROPOSED CX GRADE (TYP.) <br />'PVI 'ELEV' _-939.013 <br />. .... ...... <br />..... IE s.=.932.77. <br />A.D. _ --1.30%- <br />PROPOSED C/L SUBGRADE (TYP.) <br />K = 38.52 <br />--- <br />: <br />PVC = 10+50.00 <br />PVr = 11+00.00 <br />. ELEV = 938.85 <br />n � <br />me] [o 0D o7. <br />0-93 ,n Co r - <br />MP3 MM M <br />mm mm m <br />.... 28' 15* RCP 955 <br />CL 5: 00.50% <br />CB -82 <br />- RE = 938.1fi CBMH-81 <br />IE .(W).=.933.0...... 950 <br />F 945- <br />r i <br />Westwood '�",�""�'�'"_ -" �°"�m�� P2tpared ia3 <br />MmR .upv.Nm ad !W! I rm . 4� ]lea.ed PNaP998taNA1 DdO10d: I!® <br />Hi(II-]� uvtler Wa Lgla-,nat LEev,m 9/33/17 GtY Commmb Cbdkek_ __ D;1M <br />Phm (952(991-5159 ]899 Pnegrem drive <br />Fee (952(9375822 Ede. P,.M., MN 55344 _ _-_.. _ _ Awa FWB <br />Td F,a (888(9375150 wfttw.Wp- leby 6dl <br />MIeAwced Pre/mfmMl S. 1cM Inc DMe 07/14/17 [.1_ NP. '43 58 R -d D,-i,, <br />FES -108 <br />IE - 934.00 <br />C <br />PROFILE B <br />PROPOSED :GRADE (TYP.) <br />35' - 15" RCP �I <br />CL 5 ®0.50% .. .159'x.1.5".:RCP.CIL -5'®'0.35%' <br />STMH-107 6BMH-106 <br />RE - 938.60 RE = 940.02 <br />IE (W) = 933.33 IE(S) = 932.77 <br />IE (E)_ .933.33 ' ' IE (f)' _- 93277 <br />OP5 Adelaide LLC <br />1660 Highway 780 South, Suite 400 <br />SIL Louie Park, MN 04% <br />945 <br />940 <br />935 <br />I <br />i <br />930 <br />925 <br />2 3 4 5 <br />... .ELEV '_'938:82 . .. ... ........ . <br />1 72� <br />0008463STF04.dwq <br />Adelaide <br />Date 07/14/17 sheet 14 OF 23 <br />Street and <br />Landing <br />Storm Sewer <br />Construction <br />Hugo, MN <br />CBMH-106: <br />RE = 940.02935 <br />�� <br />"---------- <br />. .... ...... <br />..... IE s.=.932.77. <br />.1.15'.-.15'.RCP <br />--- <br />i <br />935 <br />IE (E) = 932.77 <br />_ <br />- <br />EXISTING GROUND:(TYPJ <br />`5� <br />CBMHH <br />_� - <br />�. <br />RE = 93 938.16 - <br />-----�-- <br />------ <br />- <br />_ <br />146' 15" RCP- <br />IE (N) = 932.95- <br />930 <br />�'' <br />_ <br />CBMH-79A <br />CL 5 ® 0.35% <br />IE (E) - 932.95 <br />930 <br />_.�...... <br />.... <br />25" =' 15" RCP <br />- <br />RE _' 937:99 .... <br />.CBMH-80... ,_ <br />. ........... <br />. <br />35' - 15" RCP <br />CL 5 ® 0.48% <br />- <br />t <br />IE (E) - 933.87 <br />RE = 937.65 <br />IE (E) = 933.40 <br />CL 5 ® 0.37% <br />IE (N) = 932.37 <br />IE (S):= 932.44 34' - 15" RCP <br />28' --15" RC <br />-79B - <br />IE(SW) = 932.37 <br />IE (NW) _ 932.44 CL 5 ® 0.35% <br />-CL 5 00.367 <br />925 <br />RE _ -937.99 <br />1�. (W) <br />. .... <br />......... <br />._ .9,33.99. <br />,. <br />.......CBMH=83... <br />.. <br />............ <br />_925 <br />CBMH-79 <br />CBMH-79A <br />RE = 937.74 <br />C6MH-80 <br />RE = 938.14 <br />IE (SW) =:933.62-CBMH-83A <br />IE (S) = 932.24: <br />IE (N) = 333.62 <br />RE = 937.65 <br />IE (NE) = 932.24 <br />IE (W) = 933.50 <br />920 <br />IE (NE) = 933.50 <br />920 <br />16 <br />15 <br />14 <br />13 <br />12 11 <br />10 <br />Westwood '�",�""�'�'"_ -" �°"�m�� P2tpared ia3 <br />MmR .upv.Nm ad !W! I rm . 4� ]lea.ed PNaP998taNA1 DdO10d: I!® <br />Hi(II-]� uvtler Wa Lgla-,nat LEev,m 9/33/17 GtY Commmb Cbdkek_ __ D;1M <br />Phm (952(991-5159 ]899 Pnegrem drive <br />Fee (952(9375822 Ede. P,.M., MN 55344 _ _-_.. _ _ Awa FWB <br />Td F,a (888(9375150 wfttw.Wp- leby 6dl <br />MIeAwced Pre/mfmMl S. 1cM Inc DMe 07/14/17 [.1_ NP. '43 58 R -d D,-i,, <br />FES -108 <br />IE - 934.00 <br />C <br />PROFILE B <br />PROPOSED :GRADE (TYP.) <br />35' - 15" RCP �I <br />CL 5 ®0.50% .. .159'x.1.5".:RCP.CIL -5'®'0.35%' <br />STMH-107 6BMH-106 <br />RE - 938.60 RE = 940.02 <br />IE (W) = 933.33 IE(S) = 932.77 <br />IE (E)_ .933.33 ' ' IE (f)' _- 93277 <br />OP5 Adelaide LLC <br />1660 Highway 780 South, Suite 400 <br />SIL Louie Park, MN 04% <br />945 <br />940 <br />935 <br />I <br />i <br />930 <br />925 <br />2 3 4 5 <br />_ I <br />0' 50' 100' 150' <br />0008463STF04.dwq <br />Adelaide <br />Date 07/14/17 sheet 14 OF 23 <br />Street and <br />Landing <br />Storm Sewer <br />Construction <br />Hugo, MN <br />Plan <br />