Laserfiche WebLink
c 2020 Westwood Professional Services, Inc. ' 0 \ li \ '\ I <br />� I <br />I <br />I <br />; �__ --� I r-------- <br />END STREET AND SIDEWALK <br />/ CONSTRUCTION AT STA 6+77 <br />INSTALL 2-SALVAGED 1 5' CONC. SIDEWALK - <br />J TYPE III BARRICADES I 1' INSIDE ROW <br />CONSTRUCT I I ADJUST MH <br />PED. RAMP (TYP.) I CASTING (TYP.) <br />s •,,�_ SEE SHEET 6 CBMH 821� n-CBMH 824 <br />El <br />F-------1 <br />I I1 11 -7 <br />I <br />I I I '0 ' <br />I I I I I <br />II % I I SURMOUNTABLE <br />C. & G. (TYP.) <br />CONSTRUCT <br />II PED. RAMP (TYP.)- <br />14 <br />15 <br />30' 3 <br />13 54' --6 B <br />10 + L, D4 12 - �- _EX. STMH 828- , \ <br />0-- -I R I- 44 I % <br />EX. STMH 826 / <br />- -7 CONNECT TO - - - \ 'Ii 11 <br />- - - _ EX. STORM EX. STMH 825 I EX. CBMH 829A <br />ADJUST GV _ _ _ _ I - - - - -IE = 923.36_ <br />/ S CATING (TYP.) <br />� I EX. CBMH '823 <br />/ 400 <br />CBMH 829B <br />\CONNECT TO / / /, /�� <br />EX. STORM <br />%* IE = 921.29 / /// // 0 <br />'a < <br />CONNECT TO I I I I / / ixt" / \� <br />EX. STORM / <br />IE = 921.00 I EX. CBMH 820 <br />BEGIN STREET AND SIDEWALK <br />_ CONSTRUCTION ® STA. 17+20 <br />EX. CBMH 815 <br />� / 0- / I II II I \ / SALVAGED 2-TYPE III BARRICADES <br />EX. CBMH830 <br />4° - -EX. CBMH 814 <br />- - <br />� <br />REMOVE TEMP. CUL-DE-SAC & <br />2-TYPE III BARRICADES <br />\ \ / BEGIN STREET AND SIDEWALK a O <br />CONSTRUCTION AT ±STA 4+50 <br />J <br />EUROPA AVE NORTH <br />.0 . <br />.II . <br />t . <br />N . <br />.0. <br />T_ <br />t <br />r� N <br />r") to <br />00-M <br />LO <br />M-0 <br />p (O <br />-;1- 0) <br />I'l-).00 . <br />r.00 <br />llr.� <br />O.tO <br />cV(N <br />NN <br />cVN <br />cVN <br />NCA <br />-(V <br />NN <br />O) 0) <br />(9) O) <br />O) 0) <br />O) 0) <br />O) 0) <br />(9) 0) <br />(j) O) <br />EX. CBMH <br />814 <br />.ST.A..4+.6.3. <br />........ EX. . CBMH 815.................................................. <br />.RE =. 9.2&69 <br />. . .STA .4+98 <br />EX. CBMH 820 <br />(NW) _ <br />915.63 RE = 928,39 <br />STA: 5+9.8 <br />.IE <br />IE (SW) _ <br />915.63 IE: (NE) _ 916.31 <br />. <br />RE = 927.54 <br />D = 13.06 <br />IE: (NW) = 915.-71 <br />IE (NW) - 920.9.5 <br />IE: (SE) _ 915.71 . <br />IE (NE) = 915.98 <br />................. <br />D ._-1-2.68...........IE <br />'(SE) = 91-5,94.........:..... . <br />-0.85% <br />D _ 11.60 . <br />. <br />......... Ii . . . . . .PROPOSE , C/L GRADE (TYP:). <br />Ir 11 <br />11 1 .1 I j <br />II 1111 <br />11 <br />IJ i . <br />II TTT -1 <br />. <br />11 <br />r . . . . . . . . . . . . . <br />EX. 9.9' . - : 33" <br />. . . . . . . . . . . . . . . . . . . . . . . . . <br />.STO <br />II_----------------------1i 11 <br />ICI I I <br />Inr <br />lli <br />I�I 1.1 <br />iV[ . . <br />lli i�i <br />. . . Ijlla . . . I.I . . . . . . . . . . . . . <br />II <br />__ --------� <br />11 <br />11 <br />. . . . . . . . . . <br />.1 .1 . . . . . . . . . . . . <br />� 1 EX. 34' - 33" <br />. . . . . . . . . . . . . .1.1. . . . . . . . . . . . . . . . . . . . . . . <br />STO <br />1 .I ---------------- <br />--- --741 <br />. <br />--------i r---.--------------- <br />---��------------ . <br />. . . . . . . . . . . . . . . . . . . . . . . <br />5 <br />L•� <br />7 <br />EMPRESS AVENUE NORTH <br />. .r.o (.0 . <br />.00 . ... <br />.ro . .00 <br />. .L .N .O . _ .0 . 0) 't <br />. <br />L 0 p M L (O <br />1--0) r- ro <br />-;I__(O rq (O <br />p Mir M 0) r--)-N N <br />N N N N N N <br />N N N N <br />N N N N <br />N N N N N N N N N N N N <br />0) 0) . 0Y 0) . 0Y 0) . <br />0Y 0) . 0Y 0) . <br />� O) . 0Y 0) <br />. 0Y 0) 0) CY) (3) 0Y 0) 0) 0Y 0) 0Y 0) CY) (3) <br />. <br />945 <br />945 <br />.CBMH. 821:......................... <br />(SEE BELOW) <br />c13MM 824 <br />� STA :1�1+�78 <br />.......................................S.TA.]5+64........................................................... <br />RE = 925:37 <br />RE = 927.44 <br />IE. (SE). =. 923.44 <br />PVI STA _ 17+82:37 <br />90.00' VC IE (S) = 921.37 17' - 15" RCP :PVI ELEV = : 923.29 <br />46' - 15" RCP <br />. <br />D _ . 4..00. �� <br />17' - 15" RCP <br />CL 5 . 0.50% <br />� . . . . . . <br />H.P. ELEV = 928.73 D _ 4.00: CL 5 ® 0.50%. <br />1 CL 5 ®0.50% <br />H.P. STA _ 13+28.86 1 i EX. 8' - 15" STO PVI STA = 17+68,04 <br />940 <br />940 <br />I 1 <br />EX. 8' = 15" STO*PVI <br />STA = 13+46.00 I PVI ELEV _ 923:.58 <br />... .....1 1................................. <br />1 <br />I I EX. 10 - 15 STO <br />I.I...................... <br />I I <br />PVI . ELEV. = .9.28..93 :.......... .. . 1. 1. .......... <br />I EX.: CBMH' 829A: ........................... . <br />A.D. _ --2.10% 1 I STA 15+64 PVI STA: _ 17+53.71' <br />I <br />1.i <br />K = 42.86 i. i RE :- PVI ELEV = 923.29. <br />EX.. CBMH 820 <br />I <br />1 <br />I I <br />.925.37. <br />PVC = :13+01.00 IE _ : 921.291 1 <br />1 1 IE (N) = 921.25 <br />1 STA 11 +20 <br />1 <br />IE = 923.36 I I <br />1 1 <br />PVI STA - 17+21.71 <br />PVT = -13+91.00 1 1 ( ) - <br />IE E - 916.98 <br />IE _: 921.00.1 RE _. 9.27..54 <br />1 1 1 . <br />1.1 <br />. . . . . . . <br />1 1 = <br />PVI .ELEV -: 922.8.1 <br />ELEV _ 928.64 . . . . <br />. . . . <br />935 <br />935 <br />I I IE :(N.W). =. 920;95 .... <br />..1 1 .. <br />1 1Ap1 IE :(NE) = 915.98 <br />EX. CBMH .82.3..:.1.1. <br />1 1 <br />STA- 11+78 1 1 <br />............... <br />!III IE (W) = 916.98 <br />.. ELE.V. =: 928.28 ................. F <br />D = 8.40 . 9. V <br />. .1Jj1 . . . . <br />1 1111 IE :(SE) = 915.94 <br />1 1 D �= 11.60 <br />. RE = 927.44 1.1 <br />IE (NW) = 923.32 ;.; <br />1�1 <br />_ <br />EX. STMH 826 . . . . . . <br />STA. 13+83 H.P. ELEV = 924.81 <br />RE 928.14 � H.P. STA = 16+30.00 <br />. . <br />IE (NE) = 916.15 illi <br />= EX. STMH 828 <br />IE (S) _ 916.15 <br />IE (NE) = 916.61 STA 14+74 \ PVI STA 16+75.00 <br />930 <br />930 <br />IE (SW) - 916,61 RE = 926.82 PVI ELEV 924.16 <br />- . - . - . - . - . - <br />.:................ <br />D. =: 11.29........................... <br />� -. - . - . - � -. � <br />- <br />D� =� �11.�5:3� IE E - 916:80 ....... \: ....... A, D.: _ -.1,44%........... :......... ......... ..... <br />I <br />.- <br />. . . . . . IE (SW) = 916,80 \. :K - 62.50 <br />. . j 0.65� <br />1. <br />. <br />. PVC = 16+30.00 <br />. . <br />D= 10.02 \ <br />1 I <br />1 1 PVT = 17+20.00 <br />. . . . . i i. <br />i .I . . . . . . . <br />.� . . . . . . . . <br />1 1 71 -1.45q° \ ELEV/ = 924.81 <br />925 <br />925 <br />. . . . . . . . . i. <br />i I <br />i i EX. STMH 825 <br />i i i i . . . . . . . . .i i ELEV = 922.86 <br />...................:......1.1........1.1................. <br />i.STA:1.2+�74........1i.a <br />1 II <br />................. .......... ...1.1.1......... ...... ....... .... .. <br />... <br />. . . . . . . . . i i. <br />i�i . . . . . <br />. i . RE = 928.21 <br />i 1 ! PROPOSED C/L O� ADE :(TYP..) a i <br />0 0 <br />1 1. <br />I <br />i i IE (SW) = 916.37 <br />1 1 ;; I I ,> 1 1 ,? o% o <br />1 , EX. 1214 STO <br />IE (NE) = 916.37 <br />i i 1 1 IE 1920.55 :i i i i n <br />. 1 1. <br />II <br />1 1 <br />II <br />ii D=:11.84 <br />1 1 -j 1 <br />1 1 <br />920 <br />920 <br />........BMH <br />[:-STA <br />EX.: 97 30' STO <br />. > I .I . EX.. 157 . -. 30" . STO. 1 1 <br />i i EX: 109 - 30 . ST � � 1 1 :1 - 30� -S-TO �I EX._84_= � 3 __ STO �I �I �--____T________________ . <br />1-� r--1--------.- rr ; ; 'lllVl�l;' <br />II <br />..... <br />1 J <br />.11+00 1 1. <br />1 .1 <br />------------------ <br />_-_-----------� . <br />lU <br />RE = 926.93 1 1. <br />IE (SW) 921.231 1. <br />IAI <br />i i=-- <br />1 1I <br />1,.1, . . <br />1 1 f. <br />lI <br />(SE) 921.23 I I <br />1rr1 <br />LL-------------- <br />1uI .-----------------U . <br />--��-- ----- -------------------. <br />---1 -- <br />---------IE <br />915 <br />D = 5.70: . . <br />.................................................................... <br />----------.---- <br />- <br />ii--1 E PBMH830 <br />. . . . . . . :1 �X. CBMH 829A915 <br />..I . . . . .1.1 . . . . . . . . . . . . . .1.1 . . . . . . . . . . . . . . .I STA 15+64 ................. 1Jf22--.... <br />- 1 1.r-------------� i---.--:--- RE = 925,37 RE = 922,42 <br />rII I- <br />7; <br />1 1 <br />II------ <br />1 <br />-=- --- <br />_� <br />---------- _ <br />N. <br />\I__ <br />: - ---- -\E--- = 921.25 ------ IE N 918.30: <br />1 1 <br />-- T - <br />. <br />IE (E) - 91-6.98------1E--(SE)_= 917.62 -- <br />- <br />1 1 --_ -_ <br />IE (W) - 916.98 IE (W) = 917,30 <br />. . . . <br />910 <br />910 <br />D=8.40 D=:5.12 <br />8 <br />10 11 <br />12 <br />13 <br />14 15 16 17 <br />18 <br />Westwood I hereby certify that this plan was prepared se me or under AL Revieione Prepared fo>r: <br />direct supervision and that I am a duly licensed PROFESSIONAL mod; C'j'y <br />ENGNEER er`la°f`te°f°� CPDC-Pratt-Oakwood LLC PartnershipPhone (952) 937-5150 12701 Whitewater Drive, Suite #300- '� <br />Fax (952) 937-5822 Minnetonka, MN 55343 Drams cry <br />Toll Free (888) 937-5150 westwoodps.com John Bender 3500 Willow Lk Blvd. Suite 100 <br />Westwood Professional services, Inc. Date: 03/17/20 License No. 43358 Record Drawing by/dates 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 />I � !I <br />0' 50' 100' 150' <br />Latest Revision Date: 03/17/20 <br />0008260.04STF01.dwg <br />Date: 03/17/20 sheet: 7 of 12 <br />Street and Storm Sewer <br />Construction Plans <br />