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7 02020 Westwood Professional Services, Inc. 135TH STREET N TH INCIDENTAL TREE REMOVAL ^T^^ &rREGRADING•DUE TO /E1 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: • RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS • ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM -t 0 Co 10 10 c, 1.1 Co In Co 1.1 Co In 0o N N MV1 00 (a rno 01G0 INN CIW if1N 7N CIN W90 �90 1P ISM `'10 MN N� OM O(0 ON N� ON oO oO 0m �c6 Wr; ^^ ^^ ro� Zo ai0 Wd rod aio oDm �od aim �^ .0 aid .4 .4 as Mn Mn MM CM NM NM] Nn Nn Nn Nn N7 NQ NQ Nn Nn Nn NM] NIn NIn Nn Nn MMy 955 955 . .CBMH 316. . (SEE BELOW) . 60.00' V0: - 90.00' VIC H.P. ELEV-= 939.70 29` - 15" RCP H.P. ELEV = 940.72 .CBMH 209 H.P. STA '= 11+15.54 : 'CL 5 41.007 H.P. STA 6+13.21 SBA 1+35 950 PVI STA 11+05.00 PM STA = 6+10.00 950 . PVI .ELEV .=. 939.82 100.00' VC CB31J PVI ELEV = 941.03 RE-=-933.95 . A.D. _ -1.857 L.P.-ELEV _ 937.58. STA 9+01 A.D. =-2.80%: 1E (S) = 930.65 K = 32.43 RE = 937.14 K=32.14 - iE(N) = 930.65 L.P. STA = 9+00.98 29' - 15" RCP PVC = 10+75.00 IE (S) = 933.14 PVC = 5+65.00 D = 3.30 PVI STA = 9+00.00 5 0 0.33% 945 PVT = 11+35.00 PVI ELEV 937.26 D = 4.00 PVT 6+55.00 ..ELEV =-939-.45 .. ..... .. ...STAH6+25 .. ... ELEY.=.940.36 .................90.00, VG... ..........945 A:D. 255%ELEV = 939.64 K =:39.22 I:' .RE = 940.45 ELEV = 940.45: L.P, ELEV = 934.39K�Cl- B 210 PVC 8+50.00 . IE (SE) = 934.10 - L.P.. STA = 1+34.75 .E BELOW) . PVT = 9+50.00 h IE (NE) 934.10 PVI STA = 1+55.00 . ELEV = 937.91 [ D = 6.35 PVI ELEV 934.21 940 ELEV 937.89 A.D. = 2.07% 940 ..... - -K -_-43.50- - PVC = 1+10.00 PVI. STA. =.1+00.00 1-25Z1.30% PVT = 2+00.00 PVI ELEV := 934.52 1.50% ELEV = 934.46 . 105'� - 18" RCP . ELEV 934.88 . . CL .5 ® -0.48% : CBMH 214 :. 935 935 FES ss1 STA 5+04 . F �928.50 - FES 550 RE = 939.00 ... .. ....�7% . = IE = 928.00 122' 15" RCP IE (NE) - 934.71 �I . CL 5 0 0.50% IE (NW) = 934.71 / 221' - 15 RCP CBMH316 - - OCS501 (SEE DETAIL) D = 4.29 CL 5 0 0: % STA 9+01 i RE HIGH: = 933.00 - 'I - -- 930 --- >---- RE 937.14 + REbOW - 932.00 -- i/ 930 _ IE (N) = 932.85 I� i.,��TOP OF�YAL(= 928.00 ------ .. 0 -T- ----- --. '� �I�(WN = 932.85 V �� 6" ORIFICE = 925.50-------- ----- � CB 210 STA 11+22 - - - D = 4.29- - '�-� IE (N) = 925.47- 29' - 15" RCP STA 1+35 RE = 939.41 - - � 17' - 18" RCP IE (S) 925.47- - CL 5 0 1.Do% RE - 933.95 IE (W) = 932.65 \ CL 5 ®0.16% IE (N) = 930.75 925 925 IE (E) = 932.12 ... .... ... ... .. 105- 18" RCP CB-215 ... ... ... .. D = 3:20 .... ... ...... IE (N) = 931.92 CL 5 0 0.16% : STA 5+04 D.= 7.49 FES 502. FES 500 :-CBMH 214 :- IE (SW) 939.00 935.00. . IE := 925.50 IE = 925.30 .:(SEE ABOVE) - D 4.00 nnn .�..-.._.-._..-.._.-._.. 12 11 10 Westwood Plena (952193y:1850 12701 Whitewater DH-SWW a300 Fa% (952193]-5822 Minnetonka, MN 55343 Te1Ree (888)937-5150 wesnwoodp- Westwood Professional Services, Inc 9 8 7 6 OCS 501 & ASSOCIATED PIPE PREVIOUSLY INSTALLED BY OTHERS I bueby o y dw dae pb n wu PreP w by m w wd s a'"ttl wpavi"i"n vW - 1 . a -y R ,e PROP S 10- arJGc¢-ice 03 18 20 CITY COMMENTS John Bender new 03/18/20 Clone No. 433% 5 4 IHB Prepared for: CM1eokeL 1HB Do- CfY Remrd C rawiva by/date: 3 2 0P5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 U Adelaide Landing 5th Addition 0' _ 100' 150' Latest Revision Date: 03/18/20 0008463.055702.dwc Date: 01/09/20 sheet: 9 OF 19 Street and Storm Sewer Construction Plan