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N.E.1/4, SECTION 19, T.28N., R.5E., W.M. <br />DETENTION POND CONSTRUCTION NOTES: <br />NORTH oA SIDE'64LK SHALL BE G" MIN THICKNESS AT MAINTENANCE ROAD LOCA110N. N O RT H <br />OB PROVIDE 6' HIGH BLACK VINYL CHAIN UNK PERIMETER FENCE AS SHOWN. I r <br />0 20 40 80 JOG TO MAINTAIN 3' MIN CLEARANCE AROUND FIRE HYDRANT. PROVIDE 0 20 40 80 <br />PADLOCKED 16' WIDE CATE. <br />OC CLEAR THE MINIMUM AMOUNT NECESSARY TO INSTALL CULVERT AND REPLANT WITH <br />NATIVE UPLAND SPECIES. ADJUST PIPE LOCATION IN FIELD AS NECESSARY TO <br />r SAVE SIGNIFICANT CONIFERS. <br />J/ I\ �� .� .� .!� .t' PLANTING SCHEDULE / , \ \ \ o <br />SYMBOL SPECIES QUAN CITY /— / v \ \ I ( d Z Q <br />(EAST) (WEST) // // `,. / II W <br />POND WEED 2500 3300 /J B - �� I I I Z Q <br />LLI <br />co <br />\` ---� ID f� `\ // // _ I �\ \S• ��� W W y W .W SLOUGH SEDGE 2200 3000 J I i - �\ \ ,' ` ♦�. I ' Z <br />WWWWWW <br />4 / 15' OUTFALL oII \` ,� \-- J `I IT W y / I I I \I� // \ i - / Q <br />�C6 W FALL PROTECTIGN-_y / \ —� J D ',� -� _ / \ 1 \ <br />\ E=47585 /�—_ry 1 ` /�� _ ---� - \ - \ \/`_/ \\.�/ ' I ® CATTAIL 600 1100 / I%� \ �` 4, \ <br />/ '' WHITE POND LILLY 400 600 Z <br />_ <br />/ �1 0_ .+''�=_ -- --- - - - --- - — - - ^^,,9p `I♦�♦.♦♦; \\ \\ \� ` TOTAL 5700 8000 I i l �I/ // J �i , - L' q�8RQ�4° \\ \\ \ \� Z Q <br />\ C6 to w 0 0 �; --- , �...U� ♦.♦ ��\\ - i I / // / / �% � Oop�rov'Qo0 `, , \�l ') a 3 <br />' \ , `L ui 4 �j �L ♦ \ ./ J / / / ,i 00/ �L l%`bo`d I `,� �4 I <br />474 <br />B07TOM� 70 101��\� ♦ \� //�L�\\ \\ \ 1 `— I �i"��o / h,\ I \ I� �\ /.(y-)• <br />I&0o9Q lX X/ "�. ♦♦f �. \ /S\`-4 \ \ \ 1 1\. I // / i .i ''.P+./ I .a1''� .. O_.. rt O..n \ 1 �I \ 1T <br />LLLLLL <br />/ 2 /CB 14 TYPE II 54 <br />C6' W RESTRICTOR <br />STD 412A <br />STA 5+40.31; 35'LT i <br />\ RIM=49H.3B 481.0 <br />\+S416,01 <br />OVERFLOWLOW=43%B..'((gg <br />\.17 <br />490 <br />480 <br />470 <br />'1 <br />;r <br />1 <br />I ry <br />�v� <br /><\ j <br />STA 6f26.84; 20.21T <br />RIM=459.,5" 4ib0,.1-_14' <br />41 <br />WEST WET/DETENTION POND <br />SCALE: 1'=20' <br />6' HIGH <br />BLACK VINYL <br />CHAIN <br />INK FENCE <br />' HIGH BLACK VI <br />YL 11 <br />RAIN UNK FENCE <br />18' MIN. <br />1' MIN. FREI <br />BOARD <br />EXISTING GROUN <br />__ ________ <br />ELEV=480.00 <br />--`` <br />1 <br />'-- <br />___ <br />MAX <br />NATEFZISURrACE <br />4'l $. <br />—_ <br />- <br />____ <br />F <br />___- <br />NISH GRADE <br />ti <br />MIN <br />hFATER SURFACE= <br />41 6,06 <br />[-------- <br />POND BOTTOM <br />ELEV=4 <br />.10 <br />490 <br />REVEGETA' <br />NATIVE SP <br />(SEE T.E.S <br />480 <br />470 <br />WEST DETENTION POND SECTION <br />R/W <br />6' HIGH BLAC <br />VINYL <br />6' HIGH <br />3LACK VINYL <br />CHAIN LINK F <br />NCE <br />CHAIN LI <br />IK FENCE <br />MAINTAIN ' <br />UNIFORM SETS <br />BERM PATH <br />FROM BACK OF <br />GES <br />w <br />• PLAN) <br />6' <br />EXISTING GROU <br />D <br />N <br />I <br />V MIN. <br />REEBOARD <br />TOP OF BERM <br />� <br />_----" <br />_____ <br />ELEV=488:68' <br />X WATER SURFA <br />E=4"7ft -___ <br />___ ----- --- <br />ry, <br />-�-- <br />------------ <br />- <br />; <br />FINISH GF <br />ADE i, <br />IN WATER SURFA <br />E-476-39 41(,. <br />>5 <br />DORAGE <br />POND BOTTOM <br />ELEV= <br />Q J <br />WEST DETENTION POND SECTION <br />1'=20'11; 1"=5'V <br />490 <br />:K <br />WALK <br />480 <br />470 <br />1 <br />490 <br />480 <br />470 <br />24' DIA ACCESS <br />WITH LADDER <br />1 <br />PLAN <br />1'-2'-0' <br />a <br />OUTLET TO 72; <br />WETLANDS <br />18�_J <br />INLET FROM <br />WET/DETENTION POND <br />-54" TYPE II C.B. <br />ROUND SOLID LOCKING <br />COVER MARKED DRAIN <br />ROUND MANHOLE COVER <br />ELEV=4&GrW .19,1s <br />MARKED "DRAIN" <br />BOLT OR WELD CHAIN <br />TO FRAME <br />� <br />z <br />Z � <br />OVERFLOW ELEV=4)4.98 <br />400q CHAIN <br />PIPE SUPPORT: 3" X 0.90 <br />ORIFICE 0. 2 <br />ORI FICEN <br />GAGE BOLTED OR IMBEDDED <br />I <br />2' IN WALL AT MAX. 3' SPACING. <br />n <br />L <br />DIA=23/8" <br />18' SO OUTLET <br />18' SO INLET <br />IE=471.2-2 <br />IE=47122 `F10.95 <br />410'�y <br />TYPE II 54" C.B. <br />W/ RESTRICTOR PER <br />CLEANOUT GATE PER <br />S1D. 412A <br />STD. 412C <br />LADDER STEPS <br />STANDARD GALV. STEEL <br />RESTRICTOR PLATE <br />46-I , 05 <br />W/ 1' DIA. ORIFICE <br />W/ SCREEN <br />�L = 486.45 <br />ELEVATION <br />CB 1 - TYPE II <br />54°+ W/ FLOW RESTRICTOR <br />NOT TO SCALE <br />a� <br />U OUTLET TO <br />WETLANDS <br />82' <br />18' CPP <br />I INLET FROM <br />24' DIA ACCESS / WET/DETENTION POND <br />WITH LADDER <br />54" TYPE II C.B. <br />PLAN <br />1'-2'-0' <br />ROUND MANHOLE COVER <br />MARKED "DRAIN" <br />b JK <br />: <br />z <br />418.N <br />. <br />OVERFLOW ELEV=47 <br />PIPE SUPPORT: 3" X 0.90 <br />GAGE BOLTED OR IMBEDDED <br />2" IN WALL AT MAX. 3' SPACING. n <br />�5_SO OUTLET L <br />IE=ii6-T5 <br />4'16.as <br />CLEANOUT GATE PER <br />STD. 412C <br />RESTRICTOR PLATE <br />W/ 3' DIA. ORIFICE <br />ROUND SOLID LOCKING <br />COVER MARKED DRAIN <br />ELEV=481,50- t&43 <br />BOLT OR WELD CHAIN <br />TO FRAME <br />-4001 CHAIN <br />ORIFICE NO✓2 <br />1E=478.10 <br />DIA=10" <br />18" SD INLET <br />CIE=476as 411 03 <br />—TYPE II 54" C.B. <br />W/ RESTRICTOR PER <br />STD. 412A <br />1 CE I <br />\\LOCK <br />& RE <br />C <br />1 _ <br />490 <br />480 <br />470 <br />EAST WET/DETENTION POND <br />SCALE: 1"=20' <br />CB 1 <br />E II 54' <br />6' HIGH B <br />CK VINYL <br />6' H <br />CHA <br />GH BLACK VINYL <br />UNK FENCE <br />PAL <br />CHAIN UN <br />FENCE <br />REVEGETATEBER14 <br />WITH <br />11 <br />EXISTII <br />IG GROUND <br />NATIVE SPECIES <br />I <br />6 <br />(SEE T.E.S.C. PUN) <br />; <br />_- ------- <br />-- --_ <br />1' MIN. FREEB <br />ARD <br />-- <br />-- ------ <br />_ <br />--- -- <br />41 4,t�j-_-_ <br />_TOP <br />OF BER <br />------------- <br />AX WATER SURFA <br />E=47598 w <br />ELEV=476.00 <br />---- 'i; <br />RED <br />ARED LIVE STOR <br />E <br />18" CPP <br />411.41 <br />V <br />LUME=25952-CF <br />MIN WATER <br />SURFACE=4;11 57- <br />POND BO <br />M ELEV=W9.5 <br />_ DAD <br />STORAGE <br />EQUIR <br />DEAD STORA E <br />VOLUMI <br />=8889-CF' , IL <br />1125 <br />I%PIPE DIA. <br />ELEVATION 8?"0 AIRRYESPA LL S <br />rq1- CB 14 — T(PE II 54n+ W/ FLOW RESTRICTOR 3 INLET PROTECTION <br />NOT TO SCALE ROT TO SCALE <br />16101 71h 4ve 56 " W 1 l *Y Zft) ro Ld /' 9S <br />I <br />a <br />EAST DETENTION POND SECTION <br />UB CES <br />490 <br />480 <br />470 <br />PLSvYdT IS RECIUIS <br />ITO STFRTINO ANY CONSTRUCTION C.. <br />PROJECT. APPROVAL PORTHIS PR0._f.:.. <br />CONDITIC'!AL PER CURRENT STAT10.^7.:13 <br />A*dOIXPIF_-o ,�-/�1•�01 U�V.EE:3 i-c.:;:':fi . <br />FOP, CO"STRUCTIOY HAS SEEN r° .7?. <br />kv <br />m <br />// <br />♦ m <br />� N <br />x <br />w <br />w <br />� <br />Qi <br />UE- <br />O <br />Q, <br />U <br />z� <br />c <br />zW <br />> <br />W <br />Z <br />G <br />A <br />E. <br />1•-1 <br />REVISIONS: APPD. <br />SD PIPE <br />_ 'vl DATE: MARCH, 1998 <br />DESIGN: JNIJ <br />g DRAWN: ClK <br />00 2:1 1 Y CHECKED: JNM <br />'=Gi REVISION <br />3 NUMBER: <br />1-- SCALE: AS SHOWN <br />1xPIPE DIA. 10' <br />N PROJECTyNUM6L9ER: <br />SD PIPE 11 TCWXW84 <br />ROCK LINING, BOULDERS WITH a SHEET N0. <br />ONE FACE A MIN. OF 24" IN - <br />DIMENSION [\/�,' 1(�//��j <br />A,5- CJ/i 1.+7 `O.� V <br />I�OUTFALL PROTECTION NOT TO SCALE <br />