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I <br />I <br />I I <br />I <br />I <br />II <br />- � <br />_ ♦ I / I �'906� <br />Xi <br />r \ OA ' • <br />♦ ♦ ♦ ♦ ♦ • ♦ ♦ • • <br />f f f f f f f f <br />♦ • ♦ • ♦ • <br />f • f • f <br />f f f f f <br />♦ ♦ f ♦ ♦ <br />♦ • ♦ ♦ <br />f • f <br />f f <br />♦ ♦ f <br />♦ • ♦ <br />f •�f <br />f ♦ <br />f ♦ <br />f f <br />f ♦ <br />f ♦ <br />f f <br />f ♦ <br />f ♦ f <br />f f f <br />f ♦ f <br />f ♦ f <br />f f f <br />f • f <br />♦ • <br />♦ ♦ • <br />f f <br />f • f <br />♦• <br />• ♦ • <br />f f <br />f • f <br />♦ • <br />• ♦ • <br />f f f <br />f • f <br />♦ ♦ <br />♦ f f f <br />f • f • f <br />♦ ♦ ♦ ♦ <br />♦ f f f f <br />f • f • f <br />♦ ♦ ♦ ♦ ♦ • <br />f • f • .f ♦ f <br />♦ ♦ ♦ • f <br />♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ <br />f• f• f f• f <br />♦ f ♦ f ♦ f ♦ f <br />♦ ♦ ♦ ♦ ♦ ♦ ♦ f <br />f• f• f• • f♦ f♦ f <br />♦ f♦ ♦ f t f f• . f♦ f <br />♦ • • • ♦ • \♦ • ♦ • •Ta♦ <br />• \ Mill 4116 <br />f ♦ f♦ f♦ f f f f f f <br />U9 A - 9 \ C WETLAND BUFFS /; °S IQ�' ♦ •'�, . • . • . • . <br />28,875 S.F. PRP. r. o ��� °�� X11.8 10.2 • <br />k11 >> {11.5 10. 11.5 ' • • <br />\\ (27,270 S.F. REQ.) 09k <br />*11.3 .2 1.0- <br />o \>i>i.i>i.i>i>i>i>i>i>i>i. <br />10 0 9.5 <br />iiii ;j: j iii iii;i,ii.....i. / ��1i, 1r ----- , i it-5 -- �I 160 <br />158 <br />0 A�I 11 9 <br />� u7 <br />WET <br />D E15 \ �.: i. ,i..i..i..i..i..i.:i:i:i:isisi:i:i:i:i <br />\\CRITICAL HWL, = 905.0 o <br />\� (SNOWMELT) j \ •�'\ 1 I 1 <br />os �'"�, o o~ ti0Gi S G S G it SOG <br />\ / `. i ` 15 6tox <br />\ �� ' /� •• \ 1 G - 914. G 91410 G 1 914.0 <br />`9 <br /><\ 9 <br />\ O �\ 0 ----- _ _� JI I <br />\� \ o 12.2 11.8,L7" -I - <br />PVI <br />\. . / ��` ° ' ' � ,' ° ' `\ 15 5 \�� U7 NP \ N EL. 911.6`5 EL. 910.75 11.3 '7 6 \ \ <br />01 , <br />C WETLAND BUFFER : , \ - ' - N 12.1-. -+ 1+,00+100 , <br />20/ o. o� 11.3 <br />:.:.. .' .. 35,,336 S.F. PRP. . •• _ - I o I o. 1 18 oso� 0 609 <br />..,i...\49 (24,3�5 S.`F\. REQ.) I /'•' �� �� I N - ---- ---s1-2 -STTWETLAND 30 •• I54 4lC'J �>R0 � <br />9 ITICAL HWL 906.0 -(SNOWMELT) ._®V. <br />\ r. \ \ \ 10 FOOT MIN.1 `� CD <br />\ \ \1 CITY BUFFER NON WMC / /i',. _ _ _ - I \ <br />12,118 S.F.PRP. _174 <br />\ \ \ (5,741 S.F. REQ.) '' :.. •' / O / N�N N L �' _ / / z .- °' a, <br />Ld <br />• • 9 COORDINATE WITH GAS COMPANY <br />. . . <br />\ • • • \ • • TTO� of FOR STREET &UTILITY__ , . , • • o� , ���34 �, _ _ L - - �, <br />• BERIv�\ INc fALLATION -- MUST HAVE 4 °� • • - -� .� // O O I / \ r= - - - - - Lv <br />1 <br />• • • 49 FEET OF COVER FOR STREET 2 w <br />•' - °9S ' . \ CROSSING AND 2-FEET OF • . �, p , �; ry / �, 175 / <br />\\ • . • 9 \SEPARATION FOR ANY PIPE �oF ��� _ �� �� _ 1 _J --s �,/ ; rn I m <br />1 J tr, \\ 8 s • • \ 10-FOOT MIN. •' I - - - - N O i `� o� - - _ - .'S� + <br />\ BTOI <br />ERM <br />OF o I 90 \ 9°� • . \ 9 \ \ CITY BUFFER NON-WMC -i=�. <br />..................... ... I \ ° \\ • . ` \ \ \ 9,777 S.F. PRP. /a; - =:; : I O / \1 �\6 <br />.�i• ••i ••i•••i•••i°'•:°:RIP-RAP AT •• I I \\ 90� \\ �,o°� \ \ (5,57U S.F. REQ.) J I o \ �_ � I°' <br />/.' ....... OUTLETS (TYP. ,j' °+�j• I \\ \\ • • p177 <br />\ d 9 r - C9 I o / / <br />171 <br />WETLAND 35 I - , o 0 <br />`v\ CRITICAL HWL = 906.1 I <br />WMC WETLAND BUFFE I I p v�9° v ' • \ 49 v �,:� i°' • • 11 50 0 'n 1 +o" + <br />POND 500 v v\ SNOWMELT . • I (n ro 11 - - - - - v <br />32,222 S.F. PRP. ,•, I I NWL = 905.0 \ \ • \ `.' I (SNOWMELT) • . 1 L Nrno NIA <br />\i • <br />(32,188 S.F. REQ.) I I _ \\ \\ •• �\\ ;••lllll�.•,.. _ _--- oF' aW� I r--- - \ , \ `�� <br />ICRI TI CAL HWL = 906.6 \ 90 \ • • \ ` \ \ : 'I • • - - \ 17 \ `� <br />WETLAND 55 �o �;; I I (SNOWMELT) \ R \\ • 9\ \ �� • • 05.3 0 _ _ _ 12.0 _ N >' ,4. <br />�s CRITICAL HWL = 904. �� • : I ! _ - - - `• • .� . � - - �� O- <br />0 04.1 / • • I - -895- - • ♦ • • � r - <br />�� x 100 YR ,. �,° RIP RAP Al v A . �.° .. • . I (n rs <br />EOF ( ) �' ,• • I OUTLETS TYP. \ • TOP OF �9 \ ' • • O cr i ` \ °,° / 0 <br />�� �,,.i. I C ) BERM v \ % 1149 c�%�� 79 <br />' • • 09 A �� �� • G) 0 <br />.r''�• ---------------- --- --- l `\ I L_ \ I° ,\`Lg�/ (sob <br />• I ofl/ __O°' ; \ `9 \ �I --12`r _� �����i� \� / \ /i 9�� s� 1 <br />/ \ x \ <br />z /. TOP OF � o 09.0 09.0 WE AND FILL \ � <br />Q �RM o p ��------ -- �� --� S� • 6,1.51 SF �\ V (� • v' 'n ��j // / ^� i 1 C�� / \V (� <br />0 25 50 100 / . �• • I I '• \ oy \ • Sg 6 �vO 6 .7 9�0 <br />: • ��� og 5, , I �1,35 __ �__136 , 13-� , , �o o \ I > \�. / 09.5 <br />x - v G� y \ .�. v� �_ 1 <br />--- 9 148 x - <br />(IN FEET) i :.i AN. 5 134,' I I • • \ \ \\ I I �/ / A�� /�/ I / % ` J <br />O o �� <br />BENCHMARK X ooI I i i 80 • • I o � ��° < / l �8 <br />1:0 } <br />1. Anoka County Benchmark No. 2011 11► .0 133,^ SSG �G / �,38� • \\ \ �\ I / /, V %.° �, ' ^x°° ° ?� \ 9, ,\� / , / V <br />- Elevation 894.88 ft. (NAVD88) \ �/ N x / • 9 I 1 ce 9 ,,\ <br />�- -- MIT0.0 - \1 -------- r---- -Ir-- I 10.2 ` s�.� • \o O/ /�/ �/� \ j � '\°9 �\ •o/ / . / i / lLl Q(9908. ,S0 <br />2. Anoka County Benchmark No. 2012 S0G v" SOO <br />Elevation 911.80 ft. (NAVD88) 191130 132\�3p N � , 403 147� <br />li<s9/ <br />LG o �i / O,./s COORDINATE WITH\GAS COMPANY <, C •� ,; / / o /,k� <br />INSTALL EROSION SOG SOG N \ < �5 - - 9 - 9 1 • • \ <br />\ / \ �o 1.00 / /! �� C // // �� 40 FOR SIRE T &UTILITY <br />__=�� I °ems-°% l INSTALLATION - MU HAVE 4 °°\ 146 / �o o ` CONTROL CAT. 20 } I ��.8 �� ND F� F o.60% 1p S / s <br />w g P S �PVI 9+75 5� / \ • Ab�' <br />ALONG SLOPES G 914.3 G 914.3 I N ,\A'6 g09 EL. 910.35 SEE SHEET 12 / S /\ / • •FEES\OF COVEF� FOI STREET/0,60o / U / �' Og A <br />R <br />I <br />/ <br />O <br />I <br />EN%sINEEi�MCs <br />CARLSONSURVEYINGI <br />PHEASANT RIMIGE DR NE <br />hereby certify that this plan, specification Print Name: Brian J. Krystofiak, P.E. <br />or report was prepared by me or under my <br />Drawn: KRO <br />.4/2 /2 <br />1. 4/25/25 Per City &Watershed Comments <br />M/I HOMES OF MINNEAPOLIS, LLC <br />NATURES REFUGE NORTH <br />PRELIMINARY GRADING <br />13 <br />�AIN� MN <br />TEL7�3.4�7 <br />direct supervision and that I am a duly Signature: �_ /L <br />-� <br />Designed: BJK <br />5354 Parkdale Drive, #100 <br />of <br />ENGINEERING PLANNING <br />IFAx� � <br />Licensed Professional Engineer under <br />Date: 3/4/25 License #: 25063 <br />Date: 3/4/25 <br />Lino Lakes, Minnesota <br />& EROSION CONTROL PLAN <br />15 <br />ICARLSQN-ENONEEMINELt M <br />the laws of the State of Minnesota <br />St. Louis Park, Minnesota 55416 <br />Save Date: 04/25/25 f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412-03_grade.dwg A 4 <br />7t J) t1G-V <br />