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c 2020 Westwood Professional Services, Inc. <br />I <br />N <br />/ __/ <br />FLETCHER LANE NORTH <br />8" DIP <br />I I I- <br />G p k6AY AVENUi�p N. <br />8" PVC <br />FMm mMr*i <br />A <br />NN0) Y0)Cn <br />co <br />FLAY AVENUE NORTH <br />. . <br />. . . ... . . . .. . . . . . . . ... . . . . . . ... . . . .. . ... . . . <br />00.(0 _ rM (V.Q) r- (V.Q) rO.CV �.ln u7.00 0.0) (O ".0 CO." �.Q) I-.(O Yo <br />. 66 O 0) 0-00 0 00 0-00 6 N 6 � 0i `10) � 0i . `1_ 00 `1r,� ,zi` r� :r'� <br />rOo�.�Q)) rOo� Q)) r').M r').M r').M r').M r').M r) Pr) r7.N) r) Pr) r').M �.M � M M <br />. O) QO) QO)_QO) QO�-Q(3) Q0D-0) O-Q(3) QO)_Q(3) Q <br />. <br />955 955 <br />50.00' VC <br />L. P. ELEV = 938.73 <br />. . . . . . L.P. STA 2+49.92 . . . . . . . . . .50.00' VC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . ... . . . . . PVI STA = 2+48.00 ... . . . . . . ... H.P.. ELEV. _. 9. .9 . . . . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . <br />. . . . . . . . PVI ELEV = 938.65 . . . . . . . . . H.P. STA =: 4+79.59 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />A. D.. = 1.30% PVI STA =: 4+80.00 950 950 <br />K = 38.46 <br />PVI' ELEV ... 940.05....................... . <br />. . . . . . . . . . . . . PVC 2+23.00 . . . . . . . . . . A:D. = -1.22% <br />. . . . . . . . . PVT 2+73.00 . . . . . . . . . K: = 40.98 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />ELEV = 938.83 PVC 4+55.00 <br />ELEV 938.80 CBMH 312 PVT =: 5+05.00 PVI STA = 1+00.00 <br />ELEV = 939.90 = <br />......... ....... STA . 2+50 ................... 945 945 . <br />VI ELEV 9 � 9 <br />RE - 938.34 ELEV = � 939.89 . . . . PVI � STA �= �5+90.56 <br />PVI STA 1+00.00 PVI ELEV 939.36 <br />PVI ELEV 939.69. IE (E) = 934.09 . PVI- STA = 3+00,00 <br />IE (W) 931.72 PVI :ELEV = 937.39 <br />. . . . . . . . . . . . . . . . . . IE (S) 931.36 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . ... . . . . . . ... . . . . . = . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . ... . . . . . . ... . . . . ... . . . <br />IE (N) 931 16 940 940 <br />............... 0.70%...............D-= .1 ............ 60%................ 62%...... <br />rn. . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />1'59' <br />5 � 0"35% ......... I�I . <br />32' 21" RCP <br />........ . .................... . ...............CL' 5 - ®' 0: 50% <br />. . . . . . . 303' -:21 RCP -=--. - - <br />. . . ... . CL5@Q ro- . . . ... . <br />STMH 315 0 . <br />STA 0+88 - - - <br />RE = 939:41 - -: - _ \ . . . . . . . . _ . . . . . . . . . . . . <br />IE. (W) - -9�32..65 ..:...... -._ -.=.....- ... ...................................................... <br />L_ <br />IE (E) = 932.12 . . . . . . . . . . . . . . <br />CBMH 3.08. . . . . . <br />STA 5+76 <br />RE = 938:71 <br />.. IE (W) =-929.94....... <br />IE (N) = 931.92 . . . . . . . . . . . . . . . . . . . . . IE (SE) = 929.94 <br />25' -: 15" RCP <br />CBMH 309 a = 8.77 <br />V I STA 5+53 <br />D = 7.49 . . . . . . . CL 5- @ 1.00% . . . . . . . . . . . . . . RE = 939 19 . . . . . . <br />158 <br />1 5" _F?CP ... <br />. . . CB 314 CL. 5 @ 1.00% <br />STA .4+50 <br />RE = 937.36 <br />IE (E) = 933.30 <br />D = 4.00 <br />2 <br />CB 313 . . . . . . . . . .: IE (E) 933.62. . . . <br />STA . 9+08 ...... ................... . ..IE (�S) 930:10..... . <br />RE 938.34 IE (NW) = 930.10 <br />IE (W) 934.34 D _ 9.09 <br />D = :4.00 <br />CBMH 312 <br />SEE ABOVE) <br />3 4 5 6 7 <br />Westwood I hereby certify that this plan was prepared se me or under AL Revisions <br />direct supervision and that I�am a duly licensed PROFESSIONAL mod; Jgg <br />ENGINEER under the laws of State of Minnesota. <br />Checked. JBB <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. 01/14/20 License Na 43358Rwo� Drawing �l& <br />ft <br />-0.60% <br />.. . . . . . . . . <br />49' 27 RCP <br />CL 3 @ 0.27% 146' 33" RCP <br />. . . . . . . . . CL .3 .® 0.12% CBMH. 301 . . . . <br />STA 2+83 <br />................ .. RE 93 05......... <br />8„ PVC . . . . . . . . . . IE (W) = 928.67 <br />IE = 926.:37 IE (E) = 927.44 <br />. . 3. IE (S) = 927.44 <br />STMH 305A STA 1+37 D: = 9.61 <br />....... STA .0+88 RE- 937:87........................ <br />RE = 938.33 IE (S) = 928:01 : . <br />. . . IE (E) = 929.42 . . IE (N) = 927461 <br />IE (W) = 928.75 D = 1.0.26 <br />IE (N) = 928.14 <br />D = 10.18 . . . . . . . . <br />Prepared for: <br />1 2 3 <br />0F5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Park, MN 55416 <br />0 <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. <br />WITH 10' TRANSITION FROM <br />SURMOUNTABLE CURB <br />+ DENOTES GUTTERLINE ELEVATION <br />AT INTERSECTIONS <br />ALL RCP SHALL BE CLASS 5, <br />UNLESS 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 />CASTING NOTE: <br />CATCH BASIN CASTINGS SHALL BE SUMPED <br />0.15' BELOW GUTTERLINE, MANHOLE CASTINGS <br />SHALL BE SUMPED 0.05' BELOW 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 BASED <br />ON THE NGVD 1929 ADJUSTED GEODETIC <br />DATUM IN US SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />�_w 4 �44 6 1l I I � <br />1 0 M !I <br />0' 50' 100' 150' <br />Latest Revision Date: 01/14/20 <br />0008463.05STF03.dwg <br />Date: 01/09/20 sheet. 11 of 20 <br />Adelaide Landing <br />5th Addition Street and Storm Sewer <br />Construction Plan <br />MI <br />