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© 2020 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL II II I I I I I I L----------� II II I I I I I I L----------- II II I I I L---------- J II I I I I I I I I L------------- 938.64 938.74 --� 938.24 T 938.88 CONC. VALLEY GUTTER 10 STA 3+80 G 938.38 o 2 938.02 N HP 938.92 938.29 3 938.56 4 N l 4� 938.71 N 1� 11 o G 938.22 N T 938.72 137TH ST N `� 93795 N T 938.18 937.68 T 938.75 G 938.25 I I I -------------� / / \ 939.57-, i 939.67 938.67 938.46 938.36 F A1° o 938.33 DDD ' `ss 938.34 938.33 7 CC77 938.8CC17 93878 `O 7.5% C i 938.78 938.31 938.88 938.88 2.0% 2.0% 938.43 - - - - - - - - - 938.59 T 938.75 938.33 - - G 938.25 Uj I 1 to a v �V T 939.64 V G 939.14 2.Oq �� 2 OT 939.64 / 938.57tqj\� G 939.14 / i L 939.59 \ N ��939.36 STA 11+16 T 939.61 A9 HP 939.70 G 939.11 \ Q p � 4 O99 939.70 pp 939.32 �o° 939.34 �to 77 N 939.45 ° � 939.88 939.86 436Ty p \ 939.96 939.98 % I 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 Revisions: direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. John Bender Dater 01/14/20 Ucense No, 43358 ---------J II II I I I I I I L----------J I I I I I I L--------� I I I I L - - J �vva sera 7 938.21 g -938.28 o T 938.91 -I it "-� G 938.41 - - o STA 6+15 0 939.27 STA 4+60 938.58 938.75 N HP 939.36 - �i 939.36 LP 938.58 939.24� 6 I - 4- - - - - - - - 938.33 o T 939.31 co / 938.30 N G 938.81 N �5% 939.18 DD 44 44 y° 44 .19 '�,/ 939.04 J' T 939.42 G 938.92 DDD 444 ddd 444 939.41 939.18 I i 938.97-/ - i I 4 i i I ° I T 938.47 T 938.47 G 937.97 G 937.97 L 2.0% 2.0 ° 938.31 `^ DD Q D\ V,° J I h 38.84 939.41 T 939.73 _ 2.79; 2 0% G 939.23 45 ° 39 9.14 939.52, 939.53 rM i0 T 939.45 939.53 00 '� G 938.95 939.28 4 4 4 4 ----------------------------- 939.78 T 939.80 F G 939.30 939.86 939.68 �29 1939.76 :? o -940.54 �- 1.4% \ STA 6+13 p HP 940.72\ �. I 939.71 J 939.16 I I 2 0% W 9 ° 0 I 13 T 939.37 I ^ r G 93887 L--------------------- �' - ---------- 939.92� 2.0% I I - - - - - - - - - - - - - - - - - - - - - - - - - - I s1 � �70 �940.52 T 940.64 G 940.14 Damned, JFIB Prepared for: Checked:- JFIB Drawn: cry Record Dra��/date:/date: - Q Q DDD DDD Q Q D DDD / / \ 937.53 \ T 937.69 \ G 937.19 Off° \937.76 937.76 937.86 937.30 937.06 937.86 937.40 9 C937.30 �A9 �° ° O N 937..76 ^^� ° 937.255 936.73 936.59 937.86 ,937.76 2p9 ,50)° 40/ 937.50 �� T 937.71 S� / G 937.21 / T 936.76 / G 936.26 / /�� T 937.71 Y / ,(r G 937.21 P O / � 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 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 o+ DENOTES GUTTERLINE ELEVATION 119 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 0' 20' 40' 60' Latest Revision Date: 01/14/20 0008463.051NF01.dwg Date: 01/09/20 sheet. 15 of 20 Adelaide Landing 5th Addition Intersection Details M