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GENERAL CONSTRUCTION NOTES: LEGEND N 1. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF HUGO REQUIREMENTS AND LATEST EDITION OF CEAM CONSTRUCTION SPECIFICATIONS. PROPERTY LINE 2. STORM SEWER PIPE WITHIN RIGHT-OF-WAY SHALL BE RCP CL3. STORM SEWER PIPE OUTSIDE OF THE RIGHT-OF-WAY, EXCEPT FOR POND OUTLETS, SHALL BE DUAL-WALL HDPE. » PROPOSED STORM SEWER 3. INSULATE WATERMAIN AT ALL PROPOSED STORM SEWER CROSSINGS. 4. INSTALL DRAINTILE AT BACK OF CURB AND CONNECT TO CATCH BASIN STRUCTURES PER CITY DETAIL HU-SD-9. 4 PROPOSED STORM MANHOLE 0 50' 100, 5. RIPRAP AT ALL FLARED END SECTION OUTLETS SHALL BE INSTALLED PER CITY DETAIL HU-SD-8. RIPRAP SHALL BE INSTALLED WITHIN 24 HOURS OF COMPLETION OF UPSTREAM PIPE CONNECTIONS. +g PROPOSED CATCH BASIN 6. CURB INLET FRAME AND GRATES SHALL BE NEENAH R-3067-V. ► PROPOSED FLARED END SECTION 7. POND OUTLET STRUCTURES SHALL HAVE HAALA POND SKIMMER STANDARD STYLE GRATES INSTALLED IN DIAMETER NOTED ON PLANS. RIPRAP A N D E R S 0 N 13605 1st Avenue N . # 100 Plymouth, MN 55441 1 ae-mn.com P 763.412.4000 1 F 763.412.4090 I " Anderson Engineering of Minnesota, LLC 911.J CB-310 WILE _ i I - -x-x- RIM 919.01 00 28 LF 12" RCP @ 0.50% FES-603 57 LF 12" HDPE @ 0.88%_ 4�� DRAINTILE `x x STMH-611-x x x x x INV 916.00 (12" OUT) o INV 912.50 I RIM 914.75 -UL «< x 17 LF 12" RCP 2.94% - F��T \«< \ INV 908.00 (12" IN) @ R'q �«< ,,� - - - - - „ r--------- � - STMH-602 NB � / -INV 911.40 (12 OUT) I I CBMH-311 RIM 916.00 \ "` "`� /N 4 I I / \ FES-612 I G I RIM 918.94 INV 913.00 (12" OUT) \ - --- ccc / 44 LF 12" RCP @ 6.76% INV 910.90 V PT:9+ 9.82 INV 915.86 (12" OUT) 4" CO. Ail �� INV 913.00 (4" IN) �-- - ccc FES-610 i INV 915.86 (12" IN) ,� / �\ \ ----7 \ ccc I INV .5 ONEKA PRAIRIE - INV905.00 L- \\ \\\ ++ CB-1 15 --J v 96 LF 12" RCP @ 0.50% CD I / \ _ RIM 915.85 „ � / /--------- v \\ \ 4 CO INV 912.80 (12 OUT) / CBMH-312 / / \ CBMH-107 // / I + RIM 919.59 / 8 \\ \\ / INV 9 .5 INV 915.38 (12" OUT) � / 10 STORMWATER POND 1 INV 915.38 12" IN OUTLOT B \ \ \ / x RIM 915.79 _ � / 1 ( ) / _ SUMP 907.75 INV 911.75 (24" IN) ) I / ` 82 LF 12" RCP @ 0.50% _ INV911.74 24 OUT OUTLOT A I-____--------� INV 912.65 (12" IN) I STMH-308 �------------- CBMH-306 FES-108 � RIM 920.09 I I _ I RIM 915.00 / � / \ v i� INV 911.50 „ INV 914.70 (12" O \ \ I INV 912.00 (18 IN) / / 7 100, � u oo INV 912.00 (18" OUT) \ \ \ INV 914.70 (15" OUT) �' x ~ \�-- - - - -- - - --- - - - \ \ \ INV 915.40 (1 „ IN) ° 1100 ° r �� - - x° L 11\ \ CID 71 LF 15" RCP @ 1.05/o / _ r 2 LF 24" RCP @ 0.39% ---- - - \ �-------------- pP / -- �� > _ 31 LF 12" RCP @ 0.48% r \ ° SOUTHWIND HOLDINGS LLC \ _� I �FF_---� �--� \ FES-309 « « 29 LF 12" RCP @ 1.50% L-�� `O z I I I \ INV 911.50'\ �-_ 205 LF 18" HDPE @ 0.98% CBMH-307 \ CBMH-305 -, ------- CCBMH-106 I I 1I , r1rRIM 920.59� \ RIM 920.52 '� '� '� _______ RIM 917.24 1 \ //\54 LF118" HDPE 0.92% SUMP 911.00 \ INV 916.42 (12" IN) \ �+ \ r U INV 912.37 (21 IN) 1 1 I 1 ( I 1 \ // @ INV 914.28 (15" IN) \ INV 916.15 (15" OUT) \ V \ . / a I fi _ INV 912.19 (24" OUT) 11 2 I I I I I I I I INV 914.00 (18" OUT) Q \ 12 INV 912.80 (18" IN) 3 I I ^ CBMH-304 28 LF 12" RCP @ 0.71% \ N I I I 1 4 I I I I f♦ RIM 921.04 FES-606 21 LF 12" HDPE @ 2.36% PC:,na 2.33 - J I a I I 2 I 3 INV 916.85 (12" OUT) / ,`'''' ° INV 913.00 o I 34 LF 18 RCP @ 0.59/o I I I I / I I I INV 916.85 (12" IN) z / 29 LF 12 RCP @ 2.94/o \ STRUCTURE - (124) -------- x I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR 3 I _ C I I I I ( I I 1 I FES-704 I I \ °O / RIM 909.63 L________ REPORT WAS PREPARED BY ME OR UNDER MY DIRECT 1 1 I o \ CB-301 STMH-605 "---- - SUPERVISION AND THAT I AM A DULY LICENSED 1 1 1 I \ INV 911.50 I 31 LF 12 RCP @ 1.11 /o INV 908.50 (12 OUT) x RIM 918.51 I CBMH-112 \ / I I fj RIM 922.58 RIM 916.00 I r------- PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE o I _ I I CBMH-303 / INV 918.50 12" OUT INV 913.50 12" OUT �\ - o OF MINNESOTA. N INV 913.01 (18 IN) RIM 917.19 - _/ I I RIM 920.62 / ( ) ( ) \ I I 28 LF 15 RCP @ 0.50/o INV 913.00 18" OUT -- -J L --- - INV 914.06 12" IN I I ( \ INV 913.00 (12 IN) \ fi x PRINT NAME: ADAM THIELE, PE ( ) _ INV 913.90 (18" OUT) L_ - -__J L -- INV 917.20 12" IN)------' / O� \ 1 i I O I _ __J L -_INV 917.20 (12" OUT) \ 38 LF 12" HDPE @ -11.78% ?� I CBMH-202 I_ I CB-201 v 10400 297 LF 18 RCP 6, /� \ RIM 922.66 RIM 922.66 /� n_ / \ I - INV 919.33 (15 IN) o INV 919.47 (15 OUT) x 0 o I _0 00 _ 1+00 - - _ kv- '` x �--- _______ SIGNATURE: \m I I - 2+00 _ 3+- 4+00 5+00 < \i CBMH-302 �\ // \� I ___INV 919.33 (15" OUT) �+ v w + I : o 28 L 12" RCP @ 0.50% - 6+00 /111, RIM 920.68 / 1 r _ I I o 68 LF 21" PV @ 0.25% 102 LF 1 " RCP @ 0.49% < <-� \-F / INV 917.40 (12" OUT) / i I ^ PT: 13 78.41 r x DATE: 08/09/2022 LICENSE N0. 51317 V) •5 I _ rn - CB-1 �- / INV 917.65 (12" IN) I 4 0 ( 14 �. REVISION LOG I- I CBMH-105 __ RIM 917.19 �I E I RIM 917.80 -I I- -INV 914.20 (12" OUT) _ __ - 1 I \ i' o T I fi x V) o I - INV 912.54 (21" OUT) U� - NO. DATE DESCRIPTION OF REVISIONS INV i12.71 (18" IN) I I I I I ,�` I - _____ 1 8/19/22 REVISED PER CITY COMMENTS Qa 1 I I I I I I I I I I I I I I I I CO ---- 1 _______ _ ( AIL FES-703 I I I 1 _ O I \ I '�` 2 10/31/22 REVISED PER UPDATED DELINEATION I I I I 2 I I 3 /� INv912.00 I 1 2 I I I I 4 I I I I __--- __--� \ I �_ _/� I a� I x I N I I I I I I I / I I I I I `3 I I I I 5 I �- I 1 3 CBMH-203 0 1 - -� 15 3 11/18/22 REVISED PER CITY COMMENTS / OUTLOT F I I I I I I I I I I ( / I 4 11/21/22 STORM SEWER REVISIONS RIM 923.27 M v o I ( L I I I I 11 r INV 918.50 (15" IN)/ / / I - o 1 11 I I // I I I I 1 1 I I 7 \ \ ,,, I INV 918.50 (15" OUT)-_ / I - �I/ I I CB-114 I I �� I---- ---------J /N I '�` - U CB-114RIM .20 -_I L_----I L---J I I I I I I I I I L / '0 __ - 01 00 INV 914.20 (12" OUT) I------I L_----I L I I I I I I I 37 LF 12" HDPE @ 5.38% \ \ / p � CB-502 -I - _ I I r-------1 1----- --- -----J I-----J L-----� L - \ '''� \/ @J / RIM 921.84 I cn w CBMH 104 �" _ FES-207 IJ RIM 917.11 I I I I \ /�----� I------I �---__ ---- I - ' '- INV 920.00 �� / INV 918.00 (12 OUT) INV 914.10 12" IN I / -I �- --_� � 1 r n CBMH-204 ^ / ,/� 19 LF 12 HDPE @ 2I60% PRELIMINARY PLAT a N ( ) 1 I I \ / I I 1 1 r -I f I I RIM 921.76 v ,�� I I I 08/09/2022 ry c I I INV 913.61 (18 OUT) I I 1 1 \ I I I I I I I I ( I I / INV 917.50 (15 IN) c°� I - INV 913.90 (15" IN) 1 I \ I I I I I 1 I I I I I 1 INV 917.15 (21" OUT) � O� \\` CBMH-503 Q I I I „ I I 1 I I I - RIM 920.75-J DESIGNED: DRAWN: CHECKED BY: Y w INV 914.04 (12 IN) I I 5 1 I 4 I 1 15 I I I I I I I I I I I I I I 8 i aINV 918.00 (12 IN)I \� / / ,r INV 917.50 (12" IN AT JR AT z0 Q I - `� 33 LF 15" RCP @ 0.60%1 I I II I I I 14 I I 13 I I 12 I I 11 I I I 1 I I CBMH-405 i ` °' )�� INV 917.36 (15" OUT) I I Ia I I III FES-702 I I I I 10 I I I RIM 924.73 CBMH-406 28 LF 21" RCP @ 0.25% �\ x oo CBMH-103 I I I I INV 915.00 I I I I 1 1 I I I I I I I I INV 917.62 (24" IN) I RIM 923.19 ,� / \ +no 2 00 2 18 DRAWING TITLE o Y I m RIM 918.92 I I CBMH-102 I 1 I I I I I I I �, I I M I I INV 917.62 (24" OUT) I INV 917.30 (24" IN) w I I I I I I I I (0 I `{ I 0 32 LF 21" RCP\ _28 LF 15" RCP @ 0.50% x z _ INV 914.10 (15 IN) I RIM 918.26 1 I I I I o I I I / I i INV 917.29 (24 OUT) �k0 / -@ 0.25% = o I INV 914.10 (15" OUT) I_ __ J INV 915.14 (12" IN) I I I I I I I CBMH-403 + I 1 �j 83 LF 24" RCP @ 0.34% - / I _ INV 915.00 (15" OUT) L- -- - -I L -- _J I- ---- I L - I I RIM 923.68 a I a J I� � - FRCP @ 0'34% RIM 921.776 \ L 1 95 I-F 24 >> / SUMP 914.08 FES-206 63 LF 15" RCP @ 0.35% x a 227 LF 15" RCP 0.40% - -INV 918.35 (24" OUT L INV 917.00 o I 0430 31 LF 12" RCP @ 0.50%0 INV 918.35 (18" IN) 24„ RCp 0.32% 10+00 INV 917.08 (21" IN) / FES-505_ 2+00 138 LF - 9+ - x T R M EWER PLAN � I 0 3+00 _ INV 917.08 (21 OUT) INV 917.00 ^ 0 ^ � � I�- _ 68 LF 12 RCP @ 0.50/o�� I 4+00 I � J J / I _ I 28 LF 12" RCP 0.39% 90 LF 15" RCP 0.55% 5+00 6+00 $+00 �� 28 LF 24" RCP 0.39%/ � o x I CBMH-110 @ - �- @ 7+0 - I - I - I-1 - �� FES-408 CBMH-504 _ _ 9fORMWATER POND 2 x O w I o RIM 23.119• INV 917. / SUMP 914.22 _ + RIM 918.18 CBMH-404 I / / RIM 920.77 INV 914.44 (12" OUT) _ _ - - RIM 925.16 SUMP 913.18 _ INV 917.90 (24 IN) 1-, ( ) _ �� INV 917.22 15 IN o INV 914.50 (12" IN) I CB-101 I- - r - INV 917.90 24 OUT INV 917.18 24" IN I FES-607 / "� ( ) T OT D INV 917.22 (15" OUT) ( , �- - --� �- - - CBMH-402 ° ( ) INV 917.18 (24 OUT) I i RIM 918.26 , FES-701 I I -"-1 r 1_ I I " / INV 906.00 / x INV 915.25 (12" OUT) INV 915.50 I I I I 1 ( RIM 924.16 - --� I I I o I 59 LF 12" RCP @ -15.21% '�` o I I I I I I I I 1 1 I I INV 918.60 (18 OUT) I I I I o I I I r�� I 1 I I 2 \ I I I I I 1 INV 919.20 (15 IN) 1 1 N I I / ,�� x 1 I I 2 I I ,;3 I I I 1 I a I I I / y DRAWING NO. Q I C� I I \ � I I I I I 4 I I I I o I 8 I I ° I ° Jr 6 7 1 L 41 LF 24 RCP @ 0.44/o J •� \32 LF 12 RCMP lk 3.16/o x w I I I I I I I I 1 1 ? I I I STMH-608 / RIM 920.50 E I I \\ 0� I I I I 1 1 I I I I I I I r---------� I INV 917.00 (12'" OUT) /AIkL I o CB-109 L--------___- \ I I 1 1 I I I I I I -� I INV915.00 (12" IN) 0o I RIM 919.05 �\ J L-----J L-----JL I I I �2 I i FES-609� INV916.00 (12" OUT) ---J J L------J � � INV916.00 N CB-401 x RIM 924.30 0o L__-_ I I I INV 921.06 (15" OUT) EX SMH11 --J I PLOTTED: COMM. N0. RIM 929.27 AUI d` 'il'L � o I I I I I INV 916.70 (8" IN) ---- 17004 Z X I I I ILI