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c 2020 Westwood Professional Services, Inc. <br />END STREET AND SIDEWALK <br />CONSTRUCTION @ STA. 1+90 <br />INSTALL TEMP. CUL-DE-SAC <br />WITH 2-SALVAGED <br />TYPE III BARRICADES <br />0 <br />0*11 <br />000, <br />J � - <br />� <br />-7 <br />I <br />is I II 6 I 1 I I <br />I 1 \ \ I I 5' CONC. SIDEWALK / <br />L -CBMH 807 L rn <br />1' INSIDE ROW / <br />-- --J L_- -// / <br />000 i <br />54' 30' 7 <br />W <br />ROW B-B- (D- <br />� ---� II- -L / <br />CBMH 808 <br />z - <br />CBMH 810 - - - -- _ W -- <br />q s <br />4 <br />3 - -� <br />9- _ _ CB 809 \ \\ <br />---� L---CB 811 ____ ADJUST MH \ \ 0 \ <br />F CASTING (TYP.) \ \ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />I I - \ <br />I <br />I I I I \ \\ I <br />�-- <br />I I <br />L-----J L-------- L-- <br />I <br />\ I <br />I I <br />I I <br />I I I <br />I J I <br />I I <br />I I I <br />I I <br />SEE SHEET 7 <br />13 <br />f D4 12 -� <br />/ °4 <br />r / F , ��•� <br />m I �_ <br />% /- CB 8216 <br />% <br />/ <br />`� <br />o <br />L----J L_� <br />- L I <br />OG�� / / 7 / � / / 7 <br />o061 <br />> <br />I II <br />I I <br />I I <br />4" PERF. PVC <br />DRAINTILE (TYF <br />i <br />I <br />CBMH 821 A I <br />SURMOUNTABLE 10 <br />I I C. & G. (TYP.) <br />EMPRESS AVENUE NORTH <br />I <br />NI <br />. <br />.00 . <br />.00 . <br />.00 . <br />00 . <br />.00 . <br />.00 . <br />T- <br />U') . <br />."t . <br />r . <br />.0) . <br />.N <br />-t <br />- <br />:0) . <br />.N . <br />.0 <br />� <br />.00 . <br />c0 <br />Ln 0 <br />CIA <br />r� (O <br />c0 0) <br />N N <br />-;1-In <br />0-00 <br />co 00 <br />0) 0) <br />��q- <br />-0 <br />--Ln <br />0 <br />In <br />c0 (O <br />rq-co <br />Ln 0 <br />rq. <br />.. ;1-.0 . <br />. CD O) . <br />r- . <br />. co.6 . <br />M 0 . <br />. 00 0 . <br />r- 0 . <br />. (-D.� . <br />�.� . <br />co O) . <br />4.0 . <br />L(-).0 . <br />L(-).o6 . <br />coo6 . <br />cp.r� <br />cor� . <br />cfl.c0 . <br />(-D to . <br />LC.0 . <br />4.� <br />N <br />CIA <br />N_N <br />NN <br />N_N <br />Nt+) <br />Nt+� <br />CIA Pr) <br />NN) <br />Nro <br />N_N <br />NN <br />N_N <br />NN <br />N_N <br />NN <br />NN <br />NN <br />NN <br />NN <br />N_N <br />O� <br />0Y 0) <br />O) 0) <br />0-)(3) <br />O) 0) <br />0Y 0) <br />O) 0) <br />0-)0) <br />O) 0) <br />0Y 0) <br />O) 0) <br />0Y 0) <br />O) 0) <br />0Y 0) <br />O) 0) <br />0Y 0) <br />OY 0) <br />0-)0) <br />OY 0) <br />0Y 0) <br />O) (3) <br />........................................................................................................................................................................................................................... <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . <br />25, _ 15,, RCP . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . <br />. . 90.00, VC . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . <br />CL 5 @ 0.50% . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . <br />. . H.P. ELEV = 930.91 . <br />. . . . <br />. . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . <br />. . H.P. STA = 4+22.84 <br />CB 821 B CBMH. 821 A . . . <br />:.........:.........:.........:.........:......... <br />PVI STA =.4+33.00....:.........:.........:.........:.........:... <br />STA 9 (SEE_BELOW) .................. <br />PVI ELEV 931.08 <br />E 926 <br />26: <br />PVI ELEV 92:9.08 <br />A.D. = -1.55% <br />E(NWj 922.11 I . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . CBMH 808 <br />K _ 58.06 <br />D = 3.94: i <br />. . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . STA- 3+94 <br />PVC = 3+88.00 . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . <br />. . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . <br />. . . . RE 93. . . . . . <br />. :PVT = 4+7&00 . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . <br />. 90,00' VC . . . . I : . . . . . . . . <br />IE (SE) = 926.32 <br />ELEV. =. 930.:81........: <br />L.P. <br />ELEV = 926.45 <br />..................................CBMH 81.0.................. <br />. <br />. IE (SW) = 924.16 <br />........................................................ <br />ELEV = 930.65. . . . <br />L.P. <br />......... .......I............................. <br />STA = 9+46.44 . <br />. . . . . . . . . . . . . .STA .1+.96 . . . . <br />RE = 929.26 <br />. . . <br />IE NE = 924.1.6 <br />� ( ) <br />. . . . . . . . . . . . . . . . . . . . . . . <br />PVI <br />. . . . . <br />STA = 9+38.00 <br />. . . . . . . . . . . <br />IE (NE): = 925.14 <br />D =. 6.28 <br />PROPOSED: C/L. GRADE: (TYP,) . <br />PVI <br />ELEV _ 926.28 I. <br />. A.D: = 1.60% <br />IE (SE): = 925.14 <br />_ . . <br />. . . . <br />.. <br />K 56.25 I: <br />D = 4.12. 0.60% <br />_ <br />....................................... <br />P.. 8+93.00 <br />............................................... <br />. . . . . . . . . . <br />. <br />. -0.95% . . <br />. . . <br />... ............................. <br />PVT = 9+83.00 <br />_ <br />n <br />..��'1ti"Rrp- .II . . . <br />. <br />ELEV = 926.:71 <br />FI FV _ 97F, ci7 <br />STA 1+96 '� IE = 915.46 <br />. . . . . . . . . . . = 929Ll <br />.26 . . . . . . . . . C6 809 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />: IE (NW) 925.26 CBMH 810 STA 3+94 <br />. . . . . . . . . . D = 4.00 . (SEE ABOVE) RE . = . 930.:44 : CBMH 808 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . LE (NW) 926.44 {SEE ABOVE): . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />D = 4.00 <br />0 1 2 3 4 5 6 7 8 9 10 <br />Westwood <br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 <br />Fax (952) 937-5822 Minnetonka, MN 55343 <br />Toll Free (888) 937-5150 westwoodps.com <br />Westwood Professional Services, Inc. <br />I hereby certify that this plan was prepared by me or under my <br />direct supervision and that I am a duly licensed PROFESSIONAL <br />ENGINEER under the laws of the State of Minnesota. <br />john Bender <br />Date 03/17/20 License No. 43358 <br />Designed: CTY <br />Checked: JHB <br />Drawn: cry <br />Record Drawing by/date: <br />11 <br />Prepared for: <br />CPDC-Pratt-Oakwood LLC Partnership <br />3500 Willow Lk Blvd. Suite 100 <br />Vadnais Heights, MN 55110 <br />Oneka Place <br />4th Addition <br />Minnesota <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 />L- = !I <br />0' 50' 100' 150' <br />Latest Revision Date: 03/17/20 <br />0008260.04STF01.dwg <br />Date: 03/17/20 sheet: 6 of 12 <br />Street and Storm Sewer <br />Construction Plans <br />