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(Not field ver.) <br />�--------'- <br />- ------------ Q) <br />I I <br />- �� 8" 'SAS PVC o I \ 1 <br />0)8" S<�-< v v I <br />- j <br />o I I I <br />� \A > $0"RCP l� , v t I� <br />i <br />HT <br />'----------- <br />-.I: 77-7I , <br />a. <br />Al <br />Rim=894.82:J...;.:, ::.. 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Q\\ // j / / /// \\ <br />CD � 1 1 RIM 895.1 �( o RIM 894.05 I I RIM 894. w I / R 894,0 �\\� ��� v��i / i / �/ / CS 2 (SEE D TAIL C2.2) <br />11 I I Imo_ I .8 / IN 8V 8$:80-SE \� \�ii/i /i/i// <br />Ol 1 1 \�\\\\�\ / / / » <br />RIM 95 25 / 6.50-N 38 5 RCP ®0:26% <br />RIM 893.�5 I 42'- "1 STORM 1.19 1 D /11L \\\\ / / » <br />L - - �p L - Z INV 8 30 - �,�h \ \\\\ /i /i 15 CAP <br />INV 88 � L--- _ --- o ---- �--- ---- -------- -- - i � � W / / / <br />1 � � _ \ \ \\�`- // / ®INV 8 0 \ <br />1 ©0.8 % oo v » - \ > 176'-15» TOR \ \ \ \ \\ / \\ <br />---- - \ <br />�i- 192 -8 PVC SAN 0 Ano > I \ �� <br />$=p,TERM <br />Ti <br />I I <br />MH 111 1 <br />1 I <br />CB RIM RIM 891.50 <br />RI I 3.53 W 1886.25 I <br />9.28 "', I NLOW FL=891.5 V <br />�� <br />2 ' 15'LATPFR <br />(41 1.1 � <br />CB 101 <br />FL=891.5R1 <br />IN 90.00-S <br />189.00-N <br />IN 186.40-E <br />FES 110 <br />INV 886.00 <br />iz/ / \ <br />{ 280 ��VC SAN ®0 46WATERM\ �o <br />`�' n I - ��INI i \ 11 -xJG�'�i <br />_C4 <br />89' <br />- a �\ <br />�15STORM <br />MRO ®� 0.56 - - 0 <br />00 rn- �2� STORMS N <br />� ®CB H 112 \ <br />/ c�i y CB 204 /SAN \ \ °�, .�F� <br />3 CBMH 1Y4 m / RIM 89d'.00' �� / 1 895.4INV 890 <br />IN 88�.5( I IM 894�0 Z^ / INV 990.00 \�� 1 880493 <br />o IN 88�.50-E NV 890. Z P RMP / \ /���6 \ \ \5 / <br />00 <br />%/ �\ \\ o i o ^ \\ \ VO�°�� <br />/ \ <br />• \ yy , <br />O \I I \ \\ \ °* <br />SA w Z� eti <br />�� co/ - 95.7 \ V �ag2 O / et�- v+et�jam <br />\ INV 887.69 \ O* F / <br />9 a <br />I I � / / \ Ik \ \ / <br />I .s / \ � 891' cn <br />W <br />°* UNLESS OTHERWISE NOTED, EACH <br />LOW FL=891.0 \ \ \ \ OO \ V PROPOSED LOT TO HAVE. <br />-4" PVC SANITARY @ 2.0% <br />-1" COPPER WATERMAIN <br />V� <br />\\ / /----------------- \ \--- -� <br />i <br />26'-24" RCP ® 0.38% \\ � - - - - - - - - <br />(OD 24" RC APRON -----------�---1 <br />® INV 885.90 ;------------------ aM/ `' <br />OCS 1 (SEE DETAIL C2.2) ------ �O <br />' 36'-21" RCP © 0.69% <br />21" RC APRON <br />© INV 882.25 <br />, <br />71 / <br />i <br />� ��= / ' <br />/ I�= -\�� <br />- - _ O ii R� <br />\ ' <br />0 <br />60" <br />GALVANIZED GRATE <br />II <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 />t, <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 <br />0 <br />z <br />O <br />W <br />1E <br />n <br />i <br />60" <br />GALVANIZED GRATE D W <br />WO C0 <br />(1) rn <br />aWW3 > m <br />D ��UQ I <br />Q�J <br />J2Q O <br />a0 <br />cn¢DWU) U_ <br />ORIFICE INVERT OA Dz z W J <br />ORIFICE DIAMETER © Q D Q _Z <br />TLU<W0 LLj C'S <br />POND NWL O W = z O <br />;. A �>ozQ o <br />' WmQWVj � Q N <br />UDzQw W o <br />Wioo1- L0 <br />SEE PLAN/PROFILE w W > ccr) <br />FOR = W � <br />13M Li <br />LENGTH/SLOPE - a 0-0 <br />O <br />O <br />O <br />© <br />© <br />O <br />O <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 />889.60t <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 />W <br />J <br />� <br />U <br />o <br />J <br />W <br />z <br />J <br />Z) <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 />