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71
<br /> FUTURE TRAIL EXTENSION
<br /> (BY OTHERS)
<br /> ' WETLAND
<br /> 8'R TEMPORARY / / RE 932.50 FUTURE TR
<br /> BITUMINOUS TURNAROUND I ,' / /" TEMPORARY /IE 922.91 (PLUG
<br /> )
<br /> CUL-DE-SAC IE 922.81
<br /> '
<br /> OUTLOT G RE 934.15 �"
<br /> 3 4 ���\ �\ /� //"/ 1 3iR 1 IE 926.67 (PLU'IG)N @g R OUTLOT F WETLAND '\ 8'R
<br /> 2 ORRY
<br /> STORM SEWER C MPDEASAC I�
<br /> Q BITUMINOUS
<br /> \ U
<br /> sro -.-vv�_. _ _, OUTLOT G
<br /> i ;� rJ' - - - - - �, 2 _ 2 \z ' s RE 933.70 3
<br /> \`� r IE 926.27 4
<br /> 2 \/' $ /1IE 926.17
<br /> WETLAND - .
<br /> 60. RE 94 .94 '2� /� 3 W 10' z l 3 2
<br /> IE 928 9493xiZI TYP.
<br /> I v w -� ¢,
<br /> / 4 W 4 \ s, F �e o `o. !Z I WETLAND
<br /> � i o
<br /> o �' \� Fri \?F e 6
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<br /> LI j zl /
<br /> �, / \�T oA a 55 / RE 94 .94
<br /> �L l of �a �, // a \'�'o '�' �� � /e �` w IE 928 94
<br /> 3011
<br /> 5 N5 „' 1 '�� 5P� i I0'R CiS, to6
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<br /> TYP. 1\1m OUTLOT G s %I 30, ' /'/ ~ RE 941.95 20'
<br /> < I /• �� l / V 7 B-B RE 932.80 i% / ,r IE 925.10_NETYP \m
<br /> o�v / IE 921.21 a /
<br /> / IE 925.10 NW A�
<br /> IE 921.11 ;' S�� / IE 925.00-NW $ 10' T
<br /> TYP
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<br /> 8 i ,�; /' s , RE 941.35
<br /> IE 924.77
<br /> OUTLET CONTROL 4 IE 924.67 I (n /
<br /> 60. / / II / ' STRUCTURE
<br /> 9 D
<br /> R/W i 4 /" ; , ,. 934.0 I I i 3 /
<br /> / l" ili (n I yj, L / %r- POND 5 IE 94
<br /> 924.85
<br /> "v) 10 I r / / ,�' IE 923.98/ 01
<br /> I
<br /> RE 933.40 1 OUTLOT E i R,w i 4
<br /> �l IE 920.21 6 i/ 301
<br /> sT°RA4
<br /> 1 l � / I sewE JR? 5 /'
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<br /> o / 8" WM PLUG IE 916.80 / / ,/ ,'' z I,s © 7
<br /> OUTLOT D I o 3 / 6 / �l
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<br /> dll it i - - - - - - - - - - - - - - = = = = T = - 1 - - RE 933.60 ,/
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<br /> / I WETLAND �"
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<br /> �� / - OUT
<br /> ;II §/ / �� o /l I/ / s 19 N� I 8 ;l
<br /> 1 /l
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<br /> r 8 WM PLUG / , z Io z SIDE 10
<br /> I,m - 'I 25 /
<br /> 1 I ,I ll i e 8" SAN SWR PLUG % / / / ' / p I � SETBACK LINE _- 25' 2 /
<br /> " /r / 18 � �- -SETBAOSIpE
<br /> 1 - _ 12 DIP WA MAIN TO i l 60' \IE 922.08 l I l r a O ,__
<br /> " 1 O / / , /COORDINATE WATER MAIN �' / �oE 2o'R STREET F "-�/NE / U I/
<br /> CONNECT TO EX. 12 DIP I WITH ROUNDABOUT DESIGN Ty !y RE 933.90 O / / / 25pCK��N H Q /
<br /> 1 RE 933.16 A r T ; s" DIE.WM--
<br /> STUB
<br /> 1 STUB ON 159TH STREET // 1 1 IE 915.61-NE&SW � IE 916.20-N / �l l i / /� 1 sE - ��'� 4I -{' _-I a,
<br /> (DESIGN BY OTHERS) 8" WM PLUS IE 915.51-SE / O / /' / - � --� °� RE 941.65 /
<br /> 1 / r uu 20'R IE 916.10-S / // / / /
<br /> / i II IIII ROUNDABOUT DESIGN \8 SAN SWR PLUG RE 9 2.55 TYP.
<br /> IE 917.53 a IE 922.28 /
<br /> 16 /" BITUMINOUS
<br /> (BY OTHERS) �,-' IE 916.12 � 'e � � // POND ' r' Si / _--- ---------------
<br /> IE
<br /> 916.02 " / / ' <v/ -- _�K_LINE 20R /
<br /> e 7 ATM SWR PLUG / 15 4 --
<br /> / r �/ YP. !
<br /> ���N� RE 933.48 co
<br /> ______ __= I =__ --__ 1 s 8 WM PLUG i i , P o PCK IE 919.11 '
<br /> I -_ -- �`J / / 14 �� / IE 919.01 21
<br /> _ STREET AA " / / �E 20 W 22
<br /> ` 8" SAN SWR PLUG / / // ,' o�� i R 932.75 1 7
<br /> / �;�,s/ / /e Fe' �`�. / IE 918.36
<br /> /CIE 9 0 '' /' s 1 `��// ` O S,,/ 18 19
<br /> 1 - 95
<br /> / 3 IE s1s.2s Q
<br /> -_ RE 932.80 / / / n
<br /> / > see / / �
<br /> --_------- STORM SEWER J i yw �«/ % ��S 15 16 12 `�� /,� 1 BOARDWALK '
<br /> __� ----------------- - . -- I�E 931.95 IE 920.80-E / 23 WI 1 io
<br /> iT------- --------- ------------------- Q 1 o i F
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<br /> ---------------------- STORM SEWER IE 916.62 O / /
<br /> �-H \\ - - _ IE 916.52 I IE 914.85-N / / I
<br /> 159 't- ��_� ;��/' e7 1 RE 932.25 32' IE 914.75-S /j / � '4o si i/ / 14 INm i l
<br /> 1 Sr / q / / / 9 / i RE 940.60 w I
<br /> I COORDINATE 1\' ., IE 917.32 B-B Q G / i / 0
<br /> REST �__ A �,
<br /> BITUMINOUS TRAIL WITH 1 x IE 917.22 60' // Q s�,ToF i I
<br /> 1 41 q II I ROUNDABOUT DESIGN 24 IE 921.38 2 /
<br /> COORDINATE STORM SEWER 8" SAN SWR PLUG RAW LUi1 j� / /��G /�,'' e/a 9.�91 0 1 3 so 38 IE 921.28i
<br /> 1 / I I �I LAKE ONEKA
<br /> n gi WITH ROUNDABOUT DESIGN IE 917.53 10' I _ - /�5� `�`� �"' \ / / �s 39 I '
<br /> a / 12
<br /> §// s" WM PLUG TYP. I c i -- ��� �� 9 i' % ` _- 25 �I 3 I OHW = 931.3
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<br /> /It
<br /> / / ' OUTLOT B =+ _ - � � '\O,' ,'' /� sT°�� ii , 11 40 ; 0 37 I / I
<br /> $ RE 933.95 / J RE 939.38
<br /> s sFp i/ y P� IE 916.66 i i/ \ IE 26
<br /> ro
<br /> /rr H -ly�w 1' __ /,r /� O 7 i \ oJ5 / 1 0 41 i 30C .o R6o, o i
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<br /> I I i >- l /'/r1 / �� -RE 934.27 - - ,' ,' / 6 0` \ I % 36 27 RE 941.05' _ I 5 /
<br /> WATER REUSE POND, / 6 0 i _ Im / 12 IE 920.3
<br /> IE 913.55 1 SYSTEM. LOCATION ' ' / / _ ` 'f' i $ 10' §
<br /> ' / 1 2 1 TYP W IE 920.2 U f II
<br /> / ,' �r� / \, TO BE VERIFIED. /' / rj 1 2 0 '_ - - - - - - - / ? TYp
<br /> //, / �, i I
<br /> 1 I POND / r / RE 933.60 /' ,/ �?i i 7 42 / 60' i�r h l
<br /> o�, ,� / R �U 6
<br /> 2 1 �/ 4 P/ o`�o' l �w /N�� 35 28 i / 1 0 II
<br /> I E 912.95 , / ���l O ��r j
<br /> I / • , / / yA 60
<br /> / /r / / r 2 • ! ` 6 OUTLET CONTROL
<br /> off/ / \�e,i
<br /> / 3 /'� . / STRUCTURE RE ,/941.15
<br /> 4 a .� I 43 % 30'
<br /> / 0 i c &, I E . -6.78 �j �a
<br /> RE 932.25 /�/ 2 �i �p`e�� ���?/ 5 it � �r 6 IE1926.68 34 29 /� �U 7
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<br /> IE 912.86
<br /> Fes ', i e �o/ POND
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<br /> / O RE 932.96 r,A 25' sip % �� 30 i 8 I
<br /> /' ,' ,r /' IE 912.53-8" NW '�'y S , 8' BIT(/ JBq�K LINE i /' 3 RE 942.11 " 2 �Q 33
<br /> OUTLET CONTROL / / ky, MIN° i IE 925.58-8 NE ,
<br /> ~ / STRUCTURE �� � r' IE 912.43-10 E s / // / US TRAIL / % OUTLOT H IE 916.90-8" SE / /� 32 I Il
<br /> I /' IE 912.33-10" S ' �o �`, 2Y'R RE 932.15 2o'R<. „
<br /> / ``��'� 2o'R TYP. o IE 914.96 � 7 IE 916.73-10" SW TYP. R 940.45 I /
<br /> Q / co \ _ m / s<-s �, s 2S. 31 i I IEI919.48 I
<br /> r / i 2 c ti 1 IE, 919.38
<br /> r � r 3 / p ;z TYP. � FT � , ,
<br /> � , / � I-zto� IE 914.86 ,� �/ �� q R° WETLAND i
<br /> r / r r �° / m c SAN <. r RE 941.05 % 9 I N
<br /> o r 4 i ��SwR \SF�s. 46 I ,
<br /> / / �Q O / ` ' 25' FRO wM S S \�A G C �, IE 91
<br /> O /' i Tyo NE 2 ,TopM \0F/O, 1 LP/ oQ� /� s �. IE 918.88�!
<br /> 5 POND / �F� T \F �� r
<br /> , R 933.62 \ 47 \ �( i 10 I II
<br /> RE 941.45
<br /> 2 IE 913.86-8 NE i IE 916.41 /
<br /> ,' / IE 913.79-10" SE\ s / I
<br /> OUTLET CONTROL 48 IE 916.31
<br /> ���Z `;O /' //' STRUCTURE IE 913.69-10" SE \ \���r 50 49 / /�� .- r- �,- 9<< / I
<br /> 3 4 RE 934.40 ^ \,G�
<br /> of a \� o i
<br /> 8 ti- v� , 7`-'�----- IE 914.25 _ ---- ---- RE 942.25
<br /> I / r i ./ �P / / 5 IE 914.15 �0 20 R 6�moo. / -
<br /> / / / g ,' 13 \ IE 918.00 12 li 0 50 100 200
<br /> 9 / `;a�` // / , OUTLOT I \' _ '( Q` TYP. �' 'ARE 940.70 IE 917.90 `�� IE 918.49
<br /> r ' / / '' ��- \ j `IE 915.96 IE 918.39 '
<br /> e ' 6 RE 934.54 I$',>p1P WS��
<br /> o v � IE 915.86
<br /> 10 RE 932. Goy '' _ _-_` IE 914. 1 0 ' �.� 13 I (IN FEET)
<br /> I ( � / /COORDINATE W/UTILITY -`E 914.6�
<br /> / I I IE 911:11 " `' ' '' COMPANY ON RELOCATION LINE, `` I
<br /> I I 911.11 CONCRETE SID WALK I i
<br /> I I I I OF EXISTING POWER POLE WETLAND _-_ -_ zs' FRONT SEA CK RE 938.90 �_
<br /> S�RM a ) I� N wr- 5 IE 915.58 j I BENCHMARKS
<br /> zl IE 915.48 II
<br /> 9,I 2 3 4 �/ i 1. Minnesota Department of Transportation
<br /> I I I •/ / / 20 19 13 om Geodetic GSID Station No. 41919 (Name:
<br /> i - N �1 1
<br /> I I I 12 1 ' 1$ - Low1 430M) - Bev.- 933.90 ft. (NAVD 88)
<br /> / - -- II i i j Ni /sF�s. R 933.65 1 7 `�-- _.� _ /' 1 0 9 $ 7 I I N1 11 I ,' 2. Minnesota Department of Transportation
<br /> - - - - - - I\I I 9�sa IE 920.06
<br /> 16 ' `-__ 11 I Geodetic GSID Station No. 33703 (Name:
<br /> (NAVD 88)
<br /> / I I I E 932.35 o, \�F IE 919.96 1 5 12
<br /> PEARSON MNDT) - Elev.- 934.71 ft.
<br /> IE 910.84 A��� v�F-- 14 13 SEE SHEET 10 �,, I I�
<br /> 3890 PHEASANT RIDGE DR NE Revisions:
<br /> CARLSON SUITE 100 I hereby certify that this plan, specification Print Name: Brian 1. Krystofiak, P.E.- Drawn: KRO 1. 2/25/22 Revise Layout per City Comments. M/I HOMES OF M I N N EAPO LIS LLC PRELIMINARY SITE &
<br /> ENGINEERING or report was prepared b me or under m 2. 4/27/22 Revise Layout per City Comments.
<br /> BLAINE, MN 55449 p p p y yy p y THE SHORES F N E KA LAKE
<br /> SURVEYING direct supervision and that I am a duly Signature: // Designed: BJK 3. 5/4/22 per City Comments. of
<br /> TEL 763.489.7900 - - -� 5354 Parkdale Drive, #100
<br /> ENVIRONMENTAL FAX763.489.7959 Licensed Professional Engineer under Hugo, Minnesota UTILITY PLAN
<br /> �F CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 21
<br /> Save Date: 05/04/22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_site.dwg #8869
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