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rc)qn9n Wacfwnnrf-�PrnfzzQinnnl qPr%/irPc Anr- a FES 404 2.1 CY CL III RIRPRAP FES 405 1.1 CY GRANULAR FILTER ADJUST GV (TYP.) FES 403 CB 102 / I I ADJUST MH (TYP.) / / / N I I <1\ ^ // CMBH 101- �� ° J---_-_jCB_106 _J / So 32 D STMH 1003 STMH 104--i �----_ I I � I----- STMH / �06C6� cW Zi \ LQ O ��m �O Q T / / , , � I I CBMH 105 i i 5' CONCRETE SIDEWALK 1' INSIDE ROW LINE (TYP.) FES 100 2.9 CY CL III RIPRAP 1.4 CY GRANULAR FILTER J I I I I --' FES 152 - - - --� I------J L- --J I � - - - v OCS 151 / REMOVE TEMP PIPE AND BACKFILL & - - COMPACT PER 98% STANDARD FES 150 PROCTOR OR GEOTECHNICAL ENGINEER 2.9 CY CL III RIPRAP 1.4 CY GRANULAR FILTER - - ANT TRAIL NORTH 57.15 4" PERF. PVC L - DRAINTILE (TYP.) STMH 402 SURMOUNTABLE CONCRETE �4 CURB & GUTTER (TYP.) i F I REMOVE TEMP. CUL-DE -SAC \ k < - - SALVAGE 2-TYPE III BARRICADES BEGIN STREET AND C. & G. \ AT STA. 36+87 FES 400 2.9 CY CL III RIPRAP BEGIN CONC. SIDEWALK AT STA 36+92 1.4 CY GRANULAR FILTER (D O) N L0 00 O Lo L0 (D (D 00 N N N N O 00 00 00 00 Ln.M �.0) 00.(D 0.(V -.00 -.L0 "LO un.N Ln.0) I-.(D 00 PO Ln.� un.0o �.� N.� Ln.r- Ln.0 N.N N-).0) N14LO Orn l� OTr-� 0006 Orn-oi (9) Oi 0)-6 0) O 0)-(:3 6) Oi 6)-Oi 6) Oi 00-0i 6) Oi 0)-6 0) O 0)-6 0) O 0)-0 0) Oi O)-Oi NPM N-M NPM NM NM N� NIt N-lt NM N-M NM NM NM N� NIt N-lt NIt N-lt NP7 N-Mi G) o) G)-() G) 0 O� Q) 0) 0 0)-0) 0) 0 0)-0) 0) 0 0)-0) 0) 0 0)-0) 0) 0 0)-0) 0) 0 0)-0) 0) 0 0)-M G) O) M-0 50.00' VC CBMH 105 50.00' VC .................................................................... 'H.P. ELEV' _ -940.64 .......................................... ........................ (SEE BELOW) -H:P. ELEV '_ '940.73' .................................................. H:P. STA = 30+27.45 50.00' VC H.P. STA = 35+13.52 . . . PVI STA = 30+18.55 L.P. ELEV = 939.36 :25' - 15" RCP PVI STA = 35+13.55 . . . ... . . . . . . . . . ... . . . . . . . . . ... . . . . . . . . . . PVI ELEV = 940.74 L.P. STA = 32+61.35 - CL 5 ® 1.00% . . . PVI ELEV 940.80 . . . . . . . ... . . . . . . . . . ... . . . . . . . . . A.D. = -1.85% PVI STA = 32+61.39 A.D. _ -1.20% K 26 96 _.. PVI ELEV 939.29 CB 106 K 41 69 STMH 103 ............ 5 .......... PVC = 9+93.5 . -. .A.D.=:'1'.20% . STA - 32+61 .... PVC ...34+88.55 STA 29+65 RE PVI STA 27+25.98 - RE 939.81 PVT _ 30+43:55 K _ 41.81 .= .938.97 . . IE: (W) = 934.97 PVT = 35+38.55 . . IE (N) - 933.22 ELEV = 940.43 PVC = 32+36:39 � ELEV = 940.65 . . PVI :ELEV . . . . = 93.7.06 . . . . . . . . . . . . IE (S) = 933.22. ELEV = 940.59 PVT = 32+56.39 I D := 4.00 . . . . . . . . ELEV 940.65 . . . . . . . . . . . . 6.60 ELEV = 939.44D :. -060% ELEV.- 939.44 I 0.60%: :60% .... . . ......... . . . . . .... ....... . . . . . .......... . .1.26% ........ ..... . ............ n .................. . . . . . . . . . ...... ....... ...... ..... ................ r, ........ ......... .. . ... .......... .... . 143' 15" RCP . ... . . . . . ... . 15" RCP 157' - 15" RCP . . CL 5 @ 0-.50% .................. ..... CI, 5. @ 0. 50% CL '5� @ 0: 0% ................... . . ... . . . . . . . . . . . . . . . . . . CBMH 105 STA 32+61 - - - - - - . . . . . . . . . . STMH 104 RE 938.97 . . . . . . . . . . . . STA 31+20 IE (E) 934.72 . . . . . . . . . . . . . . . _ = _ IE.(.S).-.934..Oa.___.-D4 5.34.. _ _ --- - - - CMBH 101 - - - - -IC- (-N) 93�0Q ------=.-`STA-28+9C--.--=-------- STMH 402 . . . . . . . . . . . . I RE = 938.73 . . . . . . D = 5.89 . . . STA 32+91 . IE (NE). =. 933.98. . . . . . . . . ... . . . . . . . . . ... . . . . . . . RE. =. 939..22. IE . (S.) = 932.85 . . . . . . . . . ... . . . . . . . . . ... . . . . . . . IE (S) 927.17 .................................. .......IE (NW) = . 929.58....................................................IE. (E). = 927.17 IQ=9.15 D=12.05 CMBH 101 . . . ... . . . . . . . . (SEE ABOVE) . . . 154' :- 15" RCP ................ CL .5 p.70% ... . FES 100 IE = 928.50 Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. John Bender Datic 01/14/20 Ucense No, 43358 38' LI 15" RCP CL 5 0 0.45% STMH 401 . (SEE ABOVE) 224'. - 15" RCP CL .5 @ .0.45% Checked:Designed, JHB JFIB Drawn: cry Record Drawing by/date: Prepared for: FES 400 - IE = 926.:00 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 POND 19 OUTLET . . . . . . . . . . . . . . . . . . . . . . . . ........... ..... ......... FES 405 - -FES 404 IE = 929.50. 1E = 929.30 34' 12" RCP CL 5 @ 0.60% ........ . .................. 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. CASTING NOTE: 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 POND 10 OUTLET .........4.0' .- .1.5". RCP.. ... : ........ CL 5 @ 1.25.% 23' - 15" RCP / - _ CL 5 ® :-2.20% . . . . . . . FES 152 : . . FES 150 IE .= . 926.00 IE 926.04 OCS 151 (SEE DETAIL) : . . . . . . . RE HIGH 931.50 RE LOW = 930.50 . . . ... . . . TOP. OF WALL . = . 928.50 . . . . . . ... . . . IE (W.) _ 926..50. . . . . . IE (E) = 926.50 0' 50' 100' 150' Latest Revision Date: 01/14/20 0008463.05STF01.dwg Date: 01/09/20 sheet. 8 of 20 Adelaide Landing 5th Addition Street and Storm Sewer Construction Plan MI