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PL PACKET 09162003
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PL PACKET 09162003
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Last modified
12/30/2015 7:43:57 PM
Creation date
12/30/2015 7:43:51 PM
Metadata
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SP Box #
27
SP Folder Name
PL PACKETS 2000-2004
SP Name
PL PACKET 09162003
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ff.' l-E INSTALL SALVAGED <br /> is.-CUT CATCH RE 59.09 1 10`PVCI CB/MH OVER IX 21" RGP 1 IE - <br /> J ._--_---_-_____- <br /> BASINS E 9 .35 957.72 1 IE 95245 t ' ' ' -,"acs 9ss20 SALVAGE IX 21° FES <br /> 52.85 1 1 1 RE 955.7 SALVAGE 9OLF-24" RCP O 0.4% _ i - E 95220 9sz7z CONSTRUCT CB OVER <br /> 38" RCP p- 956.391 - 1 i i 21' RCP <br /> k FES INSTALL SALVAGED 1 P 1.34' s" I 1 RE 417.0) SUBMERGED POND OUTLET <br /> CB/MH OVER IX 15" RCP rl PI s ' <br /> I - i i RE 954.00 <br /> 1 E 960.00 1 11 IE 947.00 SUMP <br /> `i I RE 957.8 952.04 24" i „ IE 951.79 21" <br /> fi' IS•'RW E 951.11 I 95204 36" 204LF-15" 0 0.3X <br /> INSTALL 5 ` '� CB 171 (48"0) i <br /> 1 I___--_ 1V'PVC FC11 170( '0)1 1 1 II RE 9 2.19 <br /> 1 I RE 959.80 1 11 E 9 49 7 E RE 96D.951.2 8 <br /> SALVAGED ` RE 959.0. RE 959.80 1 <br /> 36" RCP O.ZX E 952 a��-1 00.3% 1 IE 955.20 <br /> PROP I E 9s n x' IE 954.40 FFE = 960 i IE 9xiB7 30 / <br /> FES IE 9 00 CB 69 (48"0) \26 -12" O 0.3X 7RE -12" O 0.3X _R <br /> I " RE BSLF-12 X E 951.68 18' <br /> CB 1 (48"0) IE 5 . I ---- -----------1 172 (24"x36" ii CB 150(24"x36") <br /> RE 9 .80 CB 161 (46"0) 959.80 RE 956.10 IE 9 70 1 i T i r I I 1 1 1 RE 960.90 55.80 ' IE 95300 <br /> 1 O],35X ' i i i IE 956.40 ` e-�° RE 955.61 ' IE 951.7 1 + <br /> CB 16 (48"0) /1 RF 5 I I ���� E•961 1661E 1 SyyJ76 - -----IE 9 1 i i I '3' t RE 957.1 <br /> ( ) III ! ! ! I I ! I 11 I I I I I ! I I 1 I I I ! , !30fF-yi�;old.3 ! I I ! o. o ; ' I fHK_„ aB"0 �� 7oLF-12" o o.aX <br /> RE 95 80 `% 3. 1 <br /> IE 953 53LF-1 1.OX 85LF-1 CB 162 (24"x36 =N <br /> SNUB IE 50. 0 1.0X <br /> ' _ e i !IE 956. 0�� I ( ° 9si36 �RE 956.28 I m <br /> ° 881E-1 " O 0.35 I - a O I O I i I I.111111,91 - P - - _ D RE /' E 929.%9 1pMTARV EE 952.359 211 RCP RE 95072 <br /> G OI m <br /> 6 <br /> 1 <br /> ( ) 1.•W NN RE m <br /> CB 18 48'0 _ _ tea.. _i - - - A - CB 151 (48"0) I IE 952.85 b m m <br /> RE 9 .BO RE 961.30 1 FFE =_4621_ __ - - _ RE 956.10 �' I?{n �a <br /> IE 9 .10 _ IE 953.74 IE 955.50 IE 955.60 - `� IE 95270 o n o o <br /> 1 I FFE = 962.1 CO 158 (48"0) _ , cw E' ' I <br /> 78LF- 8" 0 1.4X - FE _ %2.1 LF-12" O 1.271 RE 980.60 / - 1 i E 44LF-18" O 0.21X <br /> 165 " IE 956.10 60.6 1 COIF �O 0.3X r i <br /> 18" S IE 9520 i I = RE 960.8 B IE 958.50 I �_ ____ _ 1i REBUILD EX 48" 0 CB RE <br /> g - �. ) 1 i i = TO RE 9518" 38 I via. <br /> "4o1F-21" O 0.3X 1 _ :' 192(M8" IE 95].1311 zpQ EIOSIING 18" IE 95260 I 95200 115' R� I IE <br /> FES STUB IE 9520 i ' 1 - / 1F 95235 I I �- � 8 <br /> „ - _ 1 -IF 9s9.a �- <br /> 1 952.OS 36" �.115 aG <br /> I 401E-12" O Q22X 1 95aos m <br /> 1 154 48 0 --1 n <br /> RE i 58 5(0 0 ��-1 .2X - 0 o O LEE 955 05 ' RE 858 30--) ; 1 i W NORTH POND OUTLET <br /> IE 2.5 - RE °�") 1 " <br /> I •,�.� - 13 IE 9 _ i CONSTRUCT CB " EX 30" RCP O-113X <br /> ' e OVER EX V' RCP <br /> 401E I FF - RE 960. 0) O 0. 401E-12" O 1.0X F ~1 I �MH u IE 954.17 CB 157 (48•'0) a g 9 E 944.03 30" <br /> ` --- - - -- - MH 500(48"0 RE <br /> ----- -----r 1 7 <br /> IE�952.80 J- RE 961.50 156 - IE 954.33 4I ` -- 1 I II 65 < <br /> 1 rt-T I 11 J RE 954.00 <br /> '_I It Ln <br /> 3OLF-12n 961.00 " 9-pP fE 1160291 PRECAST TOP SLAB <br /> 0 IE 957. 1 I • ,g RE 960. AE 954.7111 a g <br /> ■ CB 184 Q� RE 961.00 O 1.OX i I I ( I I <br /> RE 980. OLF-33° 1101E-�RE 959.75 <br /> 7 -18" O 1. IE 5I 11 I <br /> STUB IE 1.00 ■ IE 953.34 - O 0.28 I 1 1 I I i PI I I 1 I I 1~all o 1145F` CB 110(48"0) _---O 1.5271 E 954.77 rrt 7 ii <br /> ° <br /> I ( °I� Iil1�l 11 00.26% RE j 1 III t 11 <br /> 60LF-33" O 0.2X o 46LF-33 O 0.26% } I 1t ` 1 I l { I I 1 CB 1t1 (48"0) <br /> S STUB IE 953.00 e - 146LF-33" L1-'1 t 1 <br /> -33 O 0.25% 6 O 0.28% 960.(30 .0 11 Z00.F-27" O 0.36 1 <br /> ° ' i i IE951.79 <br /> FE STUB 2 953.60 n IE 954.70 1 " O - I ° <br /> CB 123(48"0) CB 122 (48"0) Il I ,i 1221F-21" 1 0.15X1 ' 21" SALVAGED FES <br /> CB 124(48"0 u _ RE 960.30 RE 960.30 1 t t ' i 1° RE%268 ii IE 948.00 ° <br /> I RE 959.90 °o IE 953.89 IE 954.32 }� 0) 2 <br /> IE 95175 1 RE 959.00 ' 5 PRECAST MANHOLE <br /> ( ) (CB 120 48'0) 1 1 I 11 j ° STEPS <br /> 441E-21" O 0.7% 300 48'0 RE 958.10 I 1 <br /> RE 959.00 PRECAST BASE SLAB <br /> STUB IE 950.00 ° _ IE 953 58 IE 955.18 I I I <br /> -18" O 0.3% I I ; d� 1271E-18° 0.15% ii <br /> S STUB IE 953.45 u I 12 C8 119 (48°0) 11 122LF-18" O 0.21X i I ii IE 947.00 SUMP <br /> a n _' FFE = 962.1 IE E955.85 <br /> MH 400 'i i '� 11 -1 O OUTL_F7 CONTROL STRUCTURE <br /> ` E 960. , I 1221E-18" 0 0.28X RE 959.00 9' 1 ! I/ NOT TO SCALE gg <br /> IE 954.00 S 1�1 I Id 1 1 5g <br /> 1 Z IE 949.00 N 1 Y -=-- --------------- ---------- - ------------ _� 1 RIP '- k@ <br /> 1% 1 v 1 Put I 12"�A I a t 3 / RE 6190 114 46 > /E 931 75 N,5 S <br /> _ i .96 --------- E 935.50 W a$ <br /> m i/ O <br /> 40 1.0X5' CB 118 (48"0) 1 1 i E e3,2� / IE Ir IE 958.50 _ <br /> =_--- 1, RE 959. 0 ® 8 / m RE%zn <br /> 70LE-18 O Q3 h ii IE 958.15 u Rc 1 1 b ] 1 2LF-12" O 1.9 .5 E 96054 18- a <br /> Ift,m, 1 i 11 245LF-15" O 0.3X ® I ' ' 1 i 1` CB 115 24"x38" ,, E 96254 IS- <br /> rc --------CB 104(48"0) 1 STUB IE 956.50 I '1 24"x38" t 1 RE 983( ) �IE 96171 <br /> RE 957.80 i N 122LF-15" O 0.25% RE 95 .00 ' { / i - I i ; I I t, Z } <br /> N IE 953.79 / N CB 117 (24"x36") 1 1 1 ' {= = <br /> CB 105(48"0) 1 11 RE 959.00 FZ z <br /> RE 957.80 �� �� # IE 956.50 1 { I I /� i i 1 ji( d CL Q m< <br /> IE 955.95 <br /> z Z <br /> 30OLF-21" O 1.OX a i1 11 CS 01 (48" VY 1 1761F-12'• O 0.3X 9.70 , I" ! i - P-uG 4 N €� <br /> Sc 256LF-15" O 0. II H 1 ) y t d n <br /> w 1 / ii 955.67 coup Bf/ �J- _ 0 F�> <br /> 421 CONSTRUCT STORM / \`� ii CB 102 (48"0) UNDER BIT. _ - ---'- y 1 t ( NECT TO IX 48 STORM AJL1� > � < g� <br /> E MH OVER IX 24" Jt 1 ii RE 959.70 --- _ l_'_ 1 ' 1 I I 1 RECON .20 G W wj <br /> mo RE 960.20 7 IE 955.14 c'R� 5y P all 55.70 15" <br /> ri IE 951.45 /_ ` 1 _ -' I sh - <br /> `�\ 1 1 I III I I P-w IE 944.33 24" w <br /> CT-Tj P aR P. <br /> g 103 0) -1 >- ' I ` r a cB 108 (za"x38") 0 5 <br /> M RE 956.21 >-_ --_ - �11 1 =P. 1901E-12" O 0.30% RE 959.00 �""' La p'{cp <br /> IE2954.56 >IE 952 58 %�> - ���=ts� IE 956.50 <br /> --- Z <br /> ------ - CS 116 (48"0) <br /> 1921E-15" o o.3x MARIE RAILROAD RE 959.00 1181F-,2" o o.3OX <br /> MINNEAPOLIS & <br /> SAULT ST• IE 956.15 <br /> < 0 30 ,20 <br /> 0 <br /> 4 <br /> J SCALE M F1:.ET <br /> a <br />
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