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EROSION CONTROL NOTES: LEGEND N <br /> 1 . THE TOTAL DISTURBED AREA IS EQUAL TO 21 ACRES. AN NPDES CONSTRUCTION PERMIT IS REQUIRED. ru <br /> 2. EROSION AND SEDIMENT CONTROL BMPS SHALL BE INSTALLED PRIOR TO BEGINNING ANY EARTH DISTURBING ACTIVITIES, INCLUDING PROPERTY LIMITS RIPRAP <br /> DEMOLITION AND TREE CLEARING. — — — — CONSTRUCTION LIMITS O O O O ROCK CONSTRUCTION ENTRANCE <br /> 3. DISTURBED AREAS SHALL BE TEMPORARY SEEDED WITH MNDOT SEED MIX 22-112, EXCEPT FOR STORMWATER TREATMENT BASINS <br /> WHICH SHALL BE FINAL SEEDED WITH MNDOT SEED MIX 33-261 . EXISTING MINOR CONTOUR 0 50' 100, <br /> 965 EXISTING MAJOR CONTOUR <br /> 966 PROPOSED MINOR CONTOUR <br /> 965 PROPOSED MAJOR CONTOUR A N D E R S 0 N <br /> INLET PROTECTION <br /> DRAINAGE ARROW 13605 1st Avenue N . # 100 <br /> Plymouth, MN 55441 1 ae-mn.com <br /> SF SILT FENCE P 763.412.4000 1 F 763.412.4090 <br /> O <br /> x // Anderson Engineering of Minnesota, LLC <br /> _ INSTALL & MAINTAIN SILT FENCE �— x 916.90 — <br /> SF SF x�— X� x x x x \ x x� I \ I I I I �' +o I / 5� 918 920 922 x9 �`��' I I <br /> / WETS 914 x 915. 0 — —— — _ 5F \ <br /> �`III' \, �� I 915. / / (O <br /> �� / 11 <br /> \s DUAL LAYER y / I /�y 913.3 ?.%13.2 wEj rn rn I <br /> \ J l 908° / I /6 : + BOXB XeoXB / —— — <br /> / SILT FENCE o g16 c / I I X l <br /> 13 �F �� 90406 I IJL y ,�` �- --��-� ONEKA PRAIRIE <br /> 9oz I / / <br /> cv o / 900 1 /VU) // \ 918 I / \ / I CD <br /> (*4 <br /> cn r<o \ II �� ( I \ — —J � / DUALLAYER / \ \ / I t <br /> �� F-- ALL 1111 <br /> I� ,,� / 1 I I 1` — —� DUAL LAYER — 4 SILT FENCE 02� \� \ <br /> I <br /> T 0) ,� i3M�13Ak,F ,�o % / o SILT FENCE / y <br /> �`/ <br /> r _ o <br /> J <br /> UTLOT B j <br /> I <br /> / <br /> ' <br /> DUAL,- <br /> "'`' m` / `\ <br /> LAYER �� �— -- — --� ,�� SF <br /> � SILT05 <br /> FENC <br /> --- ds — 91412 \ \ x 15.00 91� / — �1---- — o / / �� J I �� N ds <br /> _ \ — -- \--� _ \ SOUTHWIND HOLDINGS, LLC <br /> CD 916 / i--- ------ sF / IF— I <br /> 918 I ( I I I `O 0 �\ <br /> 813.E Q 0-) \ Q / <br /> o I / I ✓ 920 I I I I/ �� / I / ` 9 971 p \ \ PC:N 2.33 <br /> / - �+ °� I / I I I I / / I I y o / I x rn \ \ _ __ —— — I I I qN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR <br /> � ro <br /> �, 922 I S � I � I � I ( � � pp � 9�\ <br /> / __ __ _ ——_ L—— —__— I J I REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br /> I 01�O I I I / / .�� 9� <br /> > \ c9 I SUPERVISION AND THAT I AM A DULY LICENSED <br /> 9^ r ————�� I. PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE <br /> / I �— — r <br /> I —— �`'� — —/�`" I / 100 <br /> I OF MINNESOTA. <br /> I 922 were 4 I I 13/ I PRINT NAME: ADAM THIELE, PE <br /> 0 N <br /> � I � sF � _I �——— _ 924 —_ ti �..� 92 9� � � � I I I <br /> U <br /> o I o 00 1+ �o� X ` x 9 SIGNATURE: <br /> 00 I — ° '0 3�(,`���, ,�`b w 4+ ° o xo� `� //\\ Op 9 /O / � � l / I �— —— — ——J oo <br /> '' ^ o' 0`l' 5 0 �`l,`L 6+00 9?? /�� 1 / J\co I r <br /> w 1 — — — -- ' — --- <br /> - t ° \ I I DATE: 08/09/2022 LICENSE N0. 51317 <br /> _ — I .0-0 / _/ — / _ 1 c9 P : 13 78.41 <br /> j III _ <br /> I — I �` REVISION LOG <br /> �IN — I NO. DATE DESCRIPTION OF REVISI <br /> ONS <br /> 9 � 6 \ <br /> 0Q 1 8/19/22 REVISED PER CITY COMMENTS <br /> 922 <br /> 2 10/31/22 REVISED PER UPDATED DELINEATION <br /> r � 22 I _ , I I 15 N <br /> 3 11/18/22 REVISED PER CITY COMMENTSN DUA <br /> M 5 <br /> •, 920o I I I � I I I �� — <br /> 4 11/21/22 STORM SEWER REVISIONS <br /> o I J , I 920� g1g \ °�)°—1— <br /> N 918 0 92 y2u ET <br /> + /9�2�4 <br /> X— �—q <br /> 2 N,� g916 g 924 �92e� <br /> L `Qc L <br /> w � ---- _ 0 <br /> � — <br /> -- <br /> PRELIMINARY PLAT <br /> 914 <br /> o' I / ( / I � � y <br /> �L 0U/09/2022 <br /> �w - T <br /> o <br /> Q I I I DESIGNED: DRAWN: CHECKED BY: <br /> 6 <br /> Y w I �, �° I 5 I 2 I � �� DUAL LAYER / N, 922 AT JR AT <br /> z � I I 11 1� ti 1 `��� 922 <br /> o ; / I I h 9 0� I I I I I \ SILT FENCE / <br /> a / o I I l I I ( �'` 9 2 g21 DRAWING TITLE <br /> o Y I I m 920 <br /> — z I N I 924 I I o I I I I \ / \ k0� / <br /> = o I L 9?? — I— ----J — °`�' 0) <br /> 71 <br /> � r1 ---- �u L_o 9+ II 922 <br /> o co <br /> 9 <br /> 926 0 00 10, <br /> 918 <br /> o °1 > / 9� 9 8> '? r98�9 EROSION CONTROL <br /> NT R O L+s _ + 7+ 900 <br /> CD <br /> I 4 o a <br /> W I I i N o� I I 928 _ <br /> co <br /> I <br /> 11 I I �\ -916 I I I I I I / \� I I �I I �,�� <br /> O �� I I / I I I I I I I / c� DRAWING NO. <br /> Q I I I y �� G� I I 2/ l i 3/ I /4 I I 5\ I 7 l i 8/ I I I / / �,,lb <br /> I— 1-7— I ��� DUAL LAYER <br /> / I NN I•• q20 --— — —JII //� � � �1�9 -- 2- I -- ri <br /> SILT FENCE <br /> 9io / �Q / I � <br /> Lo� B � g926 C6 <br /> c�ti 9 <br /> o' 9 9 x 920.930 <br /> u — 0 a <br /> o f g2 <br /> I �2��, N co, _ �AK15 �X6- PLOTTED: COMM. NO. <br /> N I ROCK CONSTRUCTION ENTRANCE DUAL LAYER - rn ,g2 / — 1 — `moo — i / 1 l uiu, <br /> o L —922— SILT FENCE / I_ — ��_ <br /> z X ---- 17004 <br />