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c 2020 Westwood Professional Services, Inc. <br />I <br />\ I L------� III I <br />I <br />J <br />� <br />L_ I II <br />I <br />EX. STMH 301 A I I <br />I J EX. CB 303 I <br />IIP�/I I I <br />12 � <br />g <br />I I ADJUST MH -9 - _ _ <br />CASTING (TYP.)'-_70_ I - <br />;T _ <br />SURMOUNTABLE <br />I <br />/ � I <br />BEGIN STREET <br />/ CONSTRUCTION @ STA. 10+90 <br />ai // / 1 II 1 1 I I III I <br />I I I I I I'-�_JII II I <br />/ � C <br />FAIROAKS AVENUE NORTH <br />L--------- <br />r-------------� <br />I <br />6 I I <br />`------------- <br />r------------- <br />\ \ \ \\ I I <br />I EX. FES 100 <br />I <br />/ \ \ \ \ 4; PERF. PVC139 <br />DRAINTILE (TYP.) CBMH 101A <br />`-----------J 10' BIT. TRAIL <br />4 <br />F - <br />- - - - - --- r --- \ \ \ \ .,\ <br />EX. STMH 101 <br />\ \\ \\ 8' BIT. TRAIL <br />-'�---------� <br />REMOVE TEMP 4" PVC WEEPER AND <br />\3 1 INSIDE ROW / CONNECTION TO STMH 101. GROUT AND <br />SEAL STMH 101 PER CITY STANDARDS. <br />\ \ CBMH 102 10 I <br />\ \ ADJUST MH FES 200 <br />\CASTING (TYP.) 2.1 CY CL III RIPRAP <br />TO \ \� CBMH 103 / / SURMOUNTABLE \ 1.1 CY GRANULAR FILTER <br />I EX. STORM , 3 �� / C. & G. (TYP\ .) \ \ I I., I.,L r-EX. CBMH 105 1-- <br />= 921.93 1 \ \ FES 2021 OCS 201 <br />Ril <br />12 \ \30' 8 <br />\ \ <br />g_g ROW \ \ \ \ \ \ <br />CB_ 103A- �\ \\ \\ \ 7 \ \\ B <br />--I - - - __1 � �_�� <br />"- BEGIN STREET AND TRAIL <br />-CONSTRUCTION ® STA. 10+60 \ \ \ \ \ \ / <br />REMOVE 2-TYPE III BARRICADES \ \ 6 \ \ \ \ / ' P( <br />ADJUST GV II �1 \\ \\ \\ \\ / > / / OUTL <br />CASTING (TYP.) 1 1 5 \ \ \ \ HW1 <br />4 <br />IAITI r) I-11- AAOI CY <br />162ND STREET NORTH <br />.r,. <br />... <br />.I. <br />.(a. <br />... <br />.LO. <br />.N. <br />�. <br />�. <br />co00 <br />I_tV <br />Ln <br />�_00 <br />CO N <br />N-Lo <br />N <br />M In <br />N <br />u7 In <br />u7_0 <br />M In <br />I`q_0 <br />p In <br />0-0 <br />I� 0 <br />M-p p <br />N.6 <br />. <br />� . Ln. <br />Ln.� <br />� 4. <br />n.� <br />� n. <br />.COO . <br />Ln.O . <br />C06 . <br />r_.6 . <br />CO 00 . <br />co'c6 <br />co i< <br />U-.< <br />n.6 <br />�.6 . <br />"n <br />to <br />NN <br />NN <br />CIA <br />NN <br />NN <br />Nro <br />Nt+) <br />NN <br />NN <br />NN <br />NN <br />NN <br />NN <br />NN <br />NN N <br />90.00' VC <br />............................................................................... <br />L.P. ELEV = 927.22 <br />:L.P. STA = 9+50:33 <br />PVI STA = 9+55:00 <br />. . . . . . . . . . . . . . . . . . . . PVI ELEV _ 926.95 <br />PVI STA­ 12+68.75 A.D. = 2.41 % . . . . <br />. <br />. . . . . <br />............. PVI- ELEV -= 931�.12 ............ K. =_ .... . <br />PVC = 9+10.00 <br />PVT _ 10+00:00 <br />ELEV _ 927:44 <br />EX.: CBMH 302 <br />. ELEV _ 927.55 <br />STA 9+25 <br />- PROPOSED C/L GRADE (TYP.).RE <br />: _ . 926.91 . <br />IE (S) = 921.81 <br />........... <br />IE (N) = 921.81 <br />. <br />1:33q, <br />.I I. <br />D = 5.10 <br />. <br />II <br />I I. _ <br />........................................ <br />II ........ <br />I-___. <br />EX. CB 303 I)r <br />II <br />II II <br />STA 10+02 <br />r--- <br />'. RE = 927,14 <br />IE (N) = 923.14 <br />I' <br />---_�---_ <br />D-= 4.00 <br />1.1 <br />................ .................. <br />EX. 49' - 15" STO <br />. <br />. EX. 26'. -. 15" . STO � <br />EX, <br />.STMH. 301 A <br />I I <br />- J I <br />STA <br />9+52 <br />RE <br />= 927.26 . <br />. . . . . . . . . . . . . . . . . . . . . . _ _ - _ . . . <br />IE <br />(S) _ 922.31 <br />..................................................... _ -'-- _ <br />IE <br />{N) _ .921-.51 ---- <br />. . . . . . . . . . . . . . . . . . . . . . . . . -.'--- . <br />IE <br />(SE) = 92L26- <br />. . . . . . . . . . . . . . . . . . . . . . . . . . <br />D. <br />=. 6.00 . . . <br />13 <br />12 <br />11 <br />9 <br />....................................................................................................................... <br />I. 41': -. <br />21" RCP <br />. <br />; ;. CL :3 <br />® 0.60% <br />. . . . . . . . . <br />. . . SBA102+3. <br />. 25' - 15" RCP <br />I I. . <br />. . . . . . . . <br />. . . . . . . . . . <br />. . . RE- 928.31 <br />CL 5. ® 0.50% . <br />. <br />. . . <br />. . . . <br />. . . I I. . <br />. . . . . . . . . <br />...........................IE <br />-(N)-= 924.31. <br />--------- - - - - -- <br />. <br />.......... <br />..... .. . <br />4.00 <br />: <br />II <br />X. 74' - 21" STOp <br />. . . . <br />CBMH 101A--__.___ <br />PVI STA _ <br />10+21.93 <br />CBMH 103 <br />(SEE BELOW) <br />O <br />PVI ELEV = <br />930.79 <br />(SEE BELOW) <br />. <br />. <br />___ -- <br />I <br />EX. FES 100 <br />� <br />EX STMH 101 <br />IE 919.00 <br />. <br />STA 5+33 <br />RE = 927.50 - <br />. . . . . . <br />. . . . . . . . . . <br />. I . . . . . . . <br />. <br />. . <br />. . . . i <br />. IE (NE) = 919..44 <br />. . . . . . . . <br />. . . . . . . . <br />. . . . . . . . . . . <br />. I <br />IE (W). _. 919,44: <br />. . . . . . . . <br />. . . . . . . . <br />. . . . . . . . . <br />PROPOSED <br />C/L <br />GRADE <br />(TYP.) I <br />D. _: 8,06 <br />PVI STA = 15+20.13 <br />...rl. .r,. <br />I I I I <br />........................ <br />............................. <br />� <br />............. <br />'PVI'ELEV = 92 1 <br />. .� <br />=1.00% <br />II II <br />r I I I <br />. <br />I . <br />I I <br />rl. .ii....................8, <br />EX, <br />---15__STO <br />_--TT---.---I . <br />------ .. <br />- 15": RCP. <br />CL 5 ®0.60% <br />........�..."..... <br />109 18 : RCP <br />CL 5 ® 0.50% <br />. <br />. . . <br />1:66. - <br />. . . . <br />„ <br />1.8 RCP <br />. <br />. . . . . . . . <br />--- +------ <br />rI <br />------=---- <br />---- <br />. . <br />CL 5 <br />@ 0.50% <br />EX. CBMH 105 <br />. . . <br />CBMH 101A <br />STA . . . . <br />IE = 921.93 <br />STA-15+10 <br />rrRE,= 930:02....................... <br />:. <br />'CBMH .1.0.3................. <br />........ <br />............. <br />.... <br />�. <br />RE . 925 68. <br />IE (SW) := <br />r i IE (NW) = 922,44 <br />STA 12+30 <br />CBMH <br />102 <br />. . <br />.91.9.88. <br />I <br />r I IE (E) = 922.44 � <br />� <br />RE. = 928,31. <br />STA 13+:43. <br />IE E = 919.68 <br />( ). <br />D = :7.58 . . . . <br />. . . . . <br />I E (S) = 924.19 <br />RE <br />= 927.17 <br />_ <br />D = 6.0.0 . . . . <br />__ I I <br />(W) = 921.44 <br />IE <br />(NE) <br />920.70 <br />--------:--.� . <br />IE (NE) = 921.24 <br />IE <br />(SW) = <br />920.70 <br />. <br />.............................................. <br />D = . <br />_ . <br />10 <br />11 <br />12 <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 Drawn: 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/date: <br />13 <br />Md <br />15 <br />16 <br />Prepared for: <br />CPDC-Pratt-Oakwood LLC Partnership <br />3500 Willow Lk Blvd. Suite 100 <br />Vadnais Heights, MN 55110 <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 />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 />POND 2 OUTLET: FES 202 - FES 200 <br />42' - 12" RCP <br />CL5@-7.11%� <br />24'. - 12" RCP <br />CL-5 @ 4.11% <br />FES 200 <br />. . . . . . . . . . . . . IE = 918.00 <br />OCS 201 (SEE DETAIL) <br />FES 202 RE HIGH = 923.00 <br />IE 916.00..... .......... <br />RE LOW = 922.00 . <br />TOP OF WALL = 92-1.50 <br />4" ORIFICE = 919.00 <br />IE <br />IE (W) 91.9.00 <br />L <br />ei <br />Oneka Place <br />4th Addition <br />Minnesota <br />1 <br />2 <br />0' 50' 100' 150' <br />Latest Revision Date: 03/17/20 <br />0008260.04STF01.dwg <br />Date: 03/17/20 sheet: 8 of 12 <br />Street and Storm Sewer <br />Construction Plans <br />