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(Not field ver.) <br />---------- <br />- ------------ Cr) <br />I I <br />- �� 8" 'SAS PVC o I \ 1 <br />_ 8" S�<-< v I <br />- I I <br />O <br />30"RCP- <br />\ \\ I I I I I I \\ I \\\ <br />- 77-7 All <br />YI Rim=894.82 \ : .. �.....::. ::.. I �Exist CB ____ <br />nv-886..83(N) .Rim=894.29 r. <br />-------- <br />Inv=886.43 (N,S�Inv=88595(S) <br />East Top of 0 at fiel8�( <br />zZ - <br />Invert East) <br />Concrete 886.54 --�-,-/ <br />---- <br />I I <br />\ - / <br />I <br />:.. <br />m I <br />r, r♦ r� n r� r� <br />/� 1. .1 <br />< F( 1 1 /� <br />1 �_ I v i-% I v LI �' i-% 1 1 .r 1, L� I i-� LI LI 1 1 '1I -4 max' <br />Vr <br />F< I I I I K Y< 1 1 11 K <br />,w. 1 I I I <br />I <br />I I T I <br />1 I I I I e: I I r- 1. A k 1 r\ r♦ A 1 ., r\ r\ <br />rn F_I I-- I\I /\ 1\11 I I I /\ F1 < F( 1 1 /-\ I I I I I I I I I ICI I \ <br />Z7 .� L_ I v I-1 1 r L/ �I I -% I I .r I, L/ I L/ L/ I I I I 1 11 I \ <br />m \ \ <br />D--=' I <br />� Z oX V) \ <br />I=X I M>DX <br />1 NEI <br />60 I / <br />/ <br />/ <br />_ I I <br />CB 113 - CONNECT T <br />_ I I_ - ------ M-8-93:2& ---- -EXfSTM-1 <br />NV 890.70 r i 8" GATE VALVEtV 8�0.20 i <br />I 4 <br />\ <br />SAN MH 8 <br />1 <br />I I o INV 887.14 1 o ->� ORM 0.31% » <br />LOW FL=8PRO <br />9 .1 LOW FL=890.1 y LOW FL=890.1 LOW FL=890.1 LOW FL=890.6 LOW FL=890.6 I - - - - - /// / �/ 21 18 RCP * ® 0.38% <br />I I I I --- yv V, // / / <br />LOW FL=889.6 I I j 1 \ <br />I GW rv_ IV 1 0o- N I / \ F�� 2b \ \\\\ , /iii/ / / /// / <br />I I _ @ / \ / / / 18@ RINV A885.. 0 \ <br />I AN MH 7 C K N CBMH 115 I CB 203 I / MH 201 \ I �/\�6. Q�\\ /i/// / // // \ <br />RIM 895.1 I I 2 o RIM 894.05 I I > I RIM 894.05 I / R���894.00 W \ \ \ \\\\ \\\ \\\�i�/� / CS 2 (SEE D TAIL C2.2) <br />11 I I �- 9. 0 1 '� / INV 888.80-SE \\\ \\ / // <br />0�3 8" GA E VALVEI� 1 „1 I 1 RI 81 5.25 1 / \ \ \\\ \\ / / / <br />6.5 -N \ \ �i / // / 38 5 RCP ®0:26% <br />RIM 893.�5 1 42 - STORM 1.19 z IN 9.30 h \ \ \ // /// / 15" C AP <br />INV 88 L--- _� -- ---Jo L----- L--- ---- �----- <br />_ -- -- - -J// / ®INV 80 <br />_ \ \ \ \� /FTI <br />Tz- ✓ 1 » 176'-15" SIt <br />TOrCM �� / \ �o \ \� / <br />1 <br />8ATERM <br />�SY _ A" <br />r� I I I <br />1 I <br />MH 111 1 <br />CB 102 RIM 891.50 <br />RI I 893.53 1 INV-1686.25 <br />9.28 I K) <br />W LOW FL=891.5 <br />2 15"LATFLRW9P5 1.1 <br />6 101 <br />FL=891.5R1 <br />IN 90.00-S <br />189.00-N 1 /i <br />IN 186.40-E <br />FES 110 <br />INV 886.00 <br />z <br />/i \ <br />ZZ <br />r-II \ \ � <br />-� �� 192'-8" PVC SAN @�040% I \ oA �� \ rt F_ <br />280' "PVC SAN ® 0'4 0<010rh <br />189 15 STORM ® 0. 6% OD- - <br />L- - - - - - 0) Uj <br />v CB H 112 y CB 204 / \ vo� <br />0 3 CB y m- IrT1 RIM 89d.GO �/ / SAN 895.4 <br />v� IN 890.10JN [RIM 894/0 Z IN-V�890.00 �� I 887.91 \ "e <br />N IN 88�.50�J r i p,\N g \ \' �F' <br />b� o N V 89b. - ® D 1 / <br />INV <br />88�.50-E / �,�\ C:) z- ) �/� \ e���6 <br />\ \ 01 I V <br />\ - - - - - - - - - - \ \ / 14"' <br />\\I I \ \ °� 0 / \ <br />A v \ <br />V I <br />SA yeti m <br />,\ \ <br />94.8 \ ,a00 �/ wets -yet jam <br />INV 887.55 \ o* <br />��� / <br />vv <br />p\N\\ <br />v \ \\ UNLESS OTHERWISE NOTED, EACH <br />LOW FL=891.0 \ ,r \\ \ V PROPOSED LOT TO HAVE. / <br />/ \ V i 4" PVC SANITARY @ 2.0% <br />-1" COPPER WATERMAIN <br />/ %0 <br />//- - - - - - - - - - - - - <br />441 <br />26„24" RCP ® 0.38% \\ /------------------ \� \�---1/ '0�°o� <br />4 =/ // , 24 RC APRON <br />® INV 885.90--------------- <br />OCS 1 (SEE DETAIL C2.2) ------ -- �O <br />/ a }am <br />' 36'-21" RCP © 0.69% <br />--- _ / 21" RC APRON <br />© INV 882.25 <br />71 <br />/ <br />i <br />- V <br />/F / <br />/ <br />/ I�= -\�� <br />- - _ p ii R� <br />\ ' <br />0 <br />60" <br />GALVANIZED GRATE <br />11 <br />ELEV=890.20 <br />�' <br />I <br />I <br />/ <br />ELEV=889.20 <br />TOP WALL=889.00 <br />` <br />36" WIDE x 15" HIGH ORIFICE <br />INV 887.75 <br />4" DIA. ORIFICE <br />INV 886.00 <br />SEE PLAN/PROFILE <br />FOR <br />LENGTH/SLOPE <br />: + POND NWL=886.00 <br />' <br />INV 886.00 <br />SEE PLAN/PROFILE <br />FOR <br />LENGTH/SLOPE <br />POND 1 OUTLET STRUCTURE <br />N.T.S. <br />© TOP WALL <br />SEE PLAN/PROFILE <br />FOR <br />LENGTH/SLOPE <br />1 \l An <br />i:. <br />INV 882.00 <br />DRAWN BY: DESIGN BY: <br />A.G. A.G. <br />CHCKD BY: PROJ. NO. <br />C.W.P. 16-1596 <br />ORIGINAL DATE: <br />MAY 10, 2016 <br />Z <br />O <br />a. <br />W Z <br />C) W <br />Z M <br />Oo <br />U U <br />W <br />� U <br />ILD <br />W <br />0 04 <br />co <br />GALVANIZED GRATE p W <br />WO <br />a11) <br />WW3 > C() <br />�oCUQ <br />O J�JHH O <br />�p z <br />U)ir0WU) U_ <br />ORIFICE INVERT OA z z z `1 J <br />ORIFICE DIAMETER © Q D Q _Z <br />=W�WW C3 <br />POND NWL rA iZ W <br />A ozQ o <br />WmQWw � Q cal <br />°ozW LJJ N <br />cl<U) o <br />SEE PLAN/PROFILE _ W W w <br />LENGTH/SLOPE - a 0- O O <br />a <br />O <br />POND <br />POND <br />TOP <br />RIM <br />RIM <br />INLET <br />NUMBER <br />NWL/INV <br />DIA. <br />WALL <br />LOW <br />HIGH <br />INV <br />2 <br />886.00 <br />4" <br />888.40 <br />889.10 <br />890.10 <br />883.00 <br />3 <br />888.60 <br />4" <br />889.60 <br />890.30 <br />891.30 <br />885.60 <br />PONDS 2 AND 3 OUTLET STRUCTURES <br />N.T.S. <br />1 /2" STL. PLATE <br />DETAIL "A -A" <br />SEE DETAIL "A-A"- <br />1 /4"x1 " FLAT STL ---, A <br />HINGE ASSEMBLY <br />MINIMUM OF 2 HINGES <br />REQUIRED <br />(4) 1 /2"0-13 UNC HEX • <br />HEAD STAINLESS STL. BOLTS <br />WITH NUTS AND WASHERS <br />5l8" 0 SMOOTH RIND. STOCK <br />4' O.C. BOTH WAYS <br />57"0 (2) PIECE 5/8" ROD <br />POND SKIMMER GRATE <br />GRATE NOTES: <br />1) GRATE TO BE MADE IN TWO (2) PIECES <br />2) ALL METAL SHALL BE HOT -DIPPED GALVANIZED <br />GALVANIZED GRATE <br />VJ <br />W <br />Q <br />~ <br />Q <br />O <br />W <br />z <br />W <br />W <br />Y <br />J <br />U <br />0 <br />J <br />W <br />PREPARED FOR: <br />JAMIE JANSEN <br />SITE PLANNING <br />& ENGINEERING <br />PLOWE <br />ENGINEERING, INC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, MN 55014 <br />PHONE: (651) 361-8210 <br />FAX: (651) 361-8701 <br />O <br />1 <br />0 25 50 <br />1 INCH = 50 FEET <br />Know what's below. <br />Call before you dig. <br />N.T.S. <br />C2.2 <br />