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c 2020 Westwood Professional Services, Inc. <br />r <br />1 <br />__j <br />1 \ FES 853 <br />1 J 3.6 CY CL III RIPRAP <br />\ , , 1.8 CY GRANULAR FILTER <br />Qj <br />i <br />L <br />1 <br />\ I <br />J <br />\\1 <br />(o I <br />/ J <br />� 10 <br />f--_— ----_� <br />r--------__=_J <br />------------ i _ I <br />CBMH 806 T <br />OO�hh II � i <br />► ````` ,` (,'0 I CBMH 807 <br />I •J I <br />I i <br />I I <br />I — <br />\ STMH 856 <br />FES 855 \ _ ' <br />\ 3.6 CY CL III RIPRAP <br />1.8 CY GRANULAR FILTER <br />POND 8 OUTLET: FES 859 - FES 855 <br />. . . . . . . . . . . <br />. . <br />. . . . . . . OCS 858 (SEE DETAIL) <br />.................................. <br />. ....... <br />RE HIGH = 920.50 <br />............................................ <br />15" STO <br />RE LOW = 919.50 <br />TOP OF WALL _ 918.50 <br />. . . . . . . . . IE _ .923.75 . <br />. . <br />6" ORIFICE = 916.00 <br />. . . . . . . . . . . . <br />. . <br />. . . . . . IE (NW) = 916.00 <br />. . . . . . . . . . . <br />. . <br />. . . . IE (SE) = 915.00 <br />.................................. <br />r8„ SA............ <br />IE = 918.64 <br />47' — 18" RCP <br />I <br />CL 5 @ 0.26% <br />\ FES 859 <br />F7 .......... <br />......_ :.. <br />I _ 91 <br />150' - — � 18"- -RCP........ . <br />FES 855 3.00 <br />153' 18" RCP STMH �8�56� � � : � � � STMH �8:57� CL 5 Ca? 0.32% . <br />CL 5 0 0.26% STA 2+24 STA 1 +76 <br />IE. =. 915,00 RE = 93.0.60 : RE = 9:30..88 27' — 12" RCP <br />. . . . . . . . . . . . . IE (SE) = 91 �.4. .IE (NW) _ 915.52 CL 5 ® -7.53% . . . . . <br />IE (NW) = 915.40 IE (SE) = 915.52 <br />D=15.20 - D=15.36 <br />4 3 2 1 0 <br />1 <br />II <br />l— <br />___J <br />/ A <br />n \�J <br />—FES 854 <br />I <br />00 <br />:I I <br />0 I <br />09 <br /># <br />� I <br />FES 805 \ <br />-2.9 CY CL III RIPRAP / <br />1.4 CY GRANULAR FILTER \ <br />/—OCS 858 <br />\STMH 857 \ <br />1 <br />CBMH 507 - FES 805 <br />FES 859 <br />25' — 15" RCP . . . . . . . . . . . <br />CL. 5. @ 0.50% . . . . . . . . . . . <br />..................................................................... <br />CBMH 806 <br />. . . . . . . . . STA 0+25 . . . . . . . . . <br />. . . . . . . . RE = 928.92 . . . . . . . . . <br />. . . . . . . . . .IE. (NW) 9.22.91. . . . . . . . . . . <br />. CBMH 807 IE. ($E). 916.82: <br />STA 0+00 D = 12.10 <br />..........'..... <br />RE-=-928.92.............. <br />. . IE (SW) = 923,04 164 ' 15 RCP . . . <br />. . . IE (SE) _ 923.04: CL. 5: ®. 0.50% <br />D . =: 5.88. . . : . . . . . . . . . . . . . <br />................................................... .......... <br />. . . . . . . . . . . . . . . . . . . . . . IE. =. 916.:00. . . <br />0 1 2 <br />Westwood I hereby certify that this plan was prepared me or under AL Revisions <br />direct supervision and that I am a duly licensed PROFESSIONAL mod; C'j'y <br />ENGINEER under the laws of the State of Minnesota. <br />Checked:- JIHB <br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 <br />Fax (952) 937-5822 Minnetonka, MN 55343 brawn: CTY <br />Toll Free (888) 937-5150 westwoodps.com john Bender <br />Westwood Professional services, Inc. Date: 03/17/20 License No. 43358 Record Drawing by/dam <br />CJ �P o <br />c� C�� <br />�J <br />(J <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. WITH 10' <br />TRANSITION FROM SURMOUNTABLE CURB. <br />o+ DENOTES GUTTERLINE ELEVATION AT <br />11g INTERSECTIONS. <br />ALL RCP SHALL BE CLASS 5, UNLESS <br />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 />50 LF — 4" PERF. DRAINTILE SHALL BE <br />INSTALLED AT EACH WAY OF LOW POINTS. <br />POND 8 EOF: FES 854 - FES 853 <br />3 <br />K <br />Prepared for: <br />CPDC-Pratt-Oakwood LLC Partnership <br />3500 Willow Lk Blvd. Suite 100 <br />Vadnais Heights, MN 55110 <br />1 <br />N <br />Oneka Place <br />4th Addition <br />Minnesota <br />CASTING NOTE: <br />CATCH BASIN CASTINGS SHALL BE SUMPED <br />0.15' BELOW GUTTERLINE, MANHOLE <br />CASTINGS SHALL BE SUMPED 0.05' BELOW <br />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 <br />BASED ON THE NGVD 1929 ADJUSTED <br />GEODETIC DATUM IN US SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />PROPOSED STREET LIGHT <br />0' 50' 100' 150' <br />Latest Revision Date: 03/17/20 <br />0008260.04STF01.dwg <br />Date: 03/17/20 sheet: 9 of 12 <br />Street and Storm Sewer <br />Construction Plans <br />