ML19092A062

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Revision 32 to Updated Safety Analysis Report, Chapter 2, Figure 2.4-3-2 Thru 2.4-3-07
ML19092A062
Person / Time
Site: Wolf Creek Wolf Creek Nuclear Operating Corporation icon.png
Issue date: 03/11/2019
From:
Wolf Creek
To:
Office of Nuclear Reactor Regulation
Shared Package
ML19092A099 List: ... further results
References
WO 19-0010
Download: ML19092A062 (11)
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Text

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MAY NOT MICROFILM LEGIBLY. USAR FIG. 2.4-3-2 INCORPORATED WIP-S-0172-007 -A-1 CHG. DOC. REV. THIS Dlffi, SIJ'ERSEDES 5-Im2 [L[F NUCLEAR OPERATING CORPORATION CHANGE 14998 PKG. NO. REV.F ELECTRONIC APPROVAL GRADING PLAN SWITCHYARD AREA 1" -100'-0" S-0172 08 34X44 E SIZE PSC* . H G F E c B A

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  • NO. SIZE & TYPE GAGE Pl 1 8' DI A. CMP 1 6 P2 24' DI A. CMP 1 4 P3 42' DI A. CMP 1 2 P4 48" D1 A. CMP 1 0 P5 12' D1 A. CMP 16 P6 48' DI A. CMP 1 0 P7 54' DI A. CMP 8 PB 54' DI A. RCP 8 P9 54' DI A. CMP 8 Pl0 1 8' DI A. CMP 1 6 Pll 30' D1 A. CMP 1 4 Pl2 42' DI A. CMP 12 Pl3 21 ' D1 A. CMP 16 Pl4 3121' DI A. CMP 1 4 Pl5 36' D1 A. CMP 12 Pl6 36' DI A. CMP 1 2 Pl 7 42' D1 A. CMP 12 PIS 48' DI A. CMP 1 0 Pl9 54' D1 A. CMP 8 P20 54' DI A. CMP 8 P21 1 5' DI A. CMP 1 6 P22 24' DI A. CMP 1 4 P23 30' D1 A. CMP 1 4 P24 36' DI A. CMP 1 2 P25 42' D1 A. CMP 12 P26 42' DI A. CMP 1 2 P27 18' D1 A. CMP 16 P28 54' DI A. CMP 8 P29 30' DI A. CMP 1 4 P30 36' D1 A. CMP 12 P31 42' DI A. CMP 12 P32 42' DI A. CMP 12 P33 15' DI A. CMP 16 P34 24' D1 A. CMP 14 P35 36' DIA. CMP 12 P36 12' D1 A. CMP 16 P37 8" DI A. PCMP 1 6 P38 10' 01 A. PCMP 16 P39 21' DI A. CMP 16 P40 1 8' DI A. CMP 1 6 P41 54' DI A. RCP 8 P42 36' D1 A. CMP 1 2 P43 36' DIA. CMP 12 P44 36' D1 A. CMP 12 FROM MANHOLE 1 03 2 3 4 5 6 1 26 HEADWALL 7 8 9 10 1 1 13 14 15 16 1 7 18 19 1 21 21 22 23 24 25 26 27 28 30 31 32 33 34 35 36 1 30 37 38 01 L SEP. 40 41 42 PIPE SCHEDULE 2 TO MANHOLE 1 05 84 87 1 2 1 26 HEADWALL OIL SEP. TO OUTLET 1 60 92 81 12 1 4 1 5 1 6 1 7 1 01 129 TO OUTLET 1 00 1 4 23 24 25 1 8 1 9 1 9 29 30 31 1 9 30 34 1 01 31 1 30 35 22 55 7 1 69 42 43 INVERT EL.

H. P. L. p. 1 993. 33 1 992. 70 1 992. 70 1 992. 38 1 991. 61 1991.48 1 990. 88 1 990. 59 1 994. 25 1993. 10 1 989. 48 1 988. 58 1 988. 58 1 988. 50 1 988. 50 1 987. 65 1987.18 1 987. 00 1991. 94 1 991

  • 61 1 990. 98 1 990. 91 1 993. 50 1 993. 10 1 995. 50 1 995. 00 1 995. 00 1993. 05 1 993. 05 1992.10 1 992. 1 0 1991. 05 1 991. 05 1 990. 40 1 989. 90 1989. 60 1 988. 85 1 987. 30 1 995. 00 1 994. 60 2001.30 1 999. 95 2005.00 2000. 40 21!H2l0. 40 1 999. 60 1 999. 40 1996. 70 1 991. 20 1 989. 90 1991. 50 1 988. 85 1989.10 1 988. 85 1 994. 50 1 993. 28 1991.45 1 990. 95 1 990. 1 0 1 990. 1 0 1 988. 85 1 994. 75 1 993. 20 1 994. 50 1992. 82 1992. 57 1 990. 40 1991. 00 1990. 10 1 993. 90 1 992. 25 1 992. 25 1 991. 00 201217.1210 2005. 00 1 995. 00 1 992. 60 1987.50 1987.18 1 994. 1 0 1 993. 28 1 993. 00 1 992. 70 1 992. 70 1992. 30 END COORD. N99,094. 00 E 99,958.00 ABON. 124" OF PIPE FROM M. H. NO. 8, DET. 28 S-0299* 3 END COORD. N 1 00, 085. 00 E 1 01 , 902. 50 P47 42' DIA. CMP 12 275) 46 1990.85 1990.75 P48 48' DI A. CMP 1 0 46 P49 48' DI A. CMP I 0 82 P50 48' DI A. CMP 1 Ql 47 P51 54' DI A. CMP 8 49 P52 21 ' D1 A. CMP 16 50 P53 30' DI A. CMP 1 4 51 P54 36' DI A. CMP 1 2 52 P55 42' DI A. CMP 1 2 1 31 P56 42' DI A. CMP 1 2 1 32 P57 1 8' DI A. CMP 1 6 146 P58 18' D1 A. CMP 16 147 P59 3121' DI A. CMP 1 4 55 P60 36' D1 A. CMP 12 56 PSI 42' D1 A. CMP 12 136 P62 48' DI A. CMP 1 0 58 P63 48' DI A. CMP 1 0 59 P64 21 ' DI A. CMP 1 6 60 P65 30' DI A. CMP 1 4 61 P66 21 ' D1 A. CMP 16 64 P67 1 2' DI A. CMP 1 6 1 52 P68 48' D1 A. CMP 10 143 P69 8" 01 A. PCMP 1 6 65 P70 1 5' DI A. CMP 1 6 66 P71 21 ' DI A. CMP 1 6 67 P72 21 ' D1 A. CMP 1 6 283 P73 24' DI A. CMP 1 4 69 P74 36' DIA. CMP 12 70 P75 48' D1 A. CMP 10 71 P76 48' DI A. CMP 1 0 72 P77 24' D1 A. CMP 14 73 P78 36' D1 A. CMP 12 74 P79 8" Dl A. PCMP 16 75 82 1 990. 75 47 1 990. 30 48 1 989. 75 TO OUTLET 1 988. 33 51 1 994. 50 52 1 993. 00 1 31 1 992. 50 1 32 1991.50 48 1 990. 30 1 47 1 993. 00 234 1 990. 90 56 1 992. 60 57 1991. 50 58 1989. 30 59 1 988. 40 TO OUTLET 1 988. 25 61 1 992. 65 58 1 990. 70 68 1 992. 20 31 1 991
  • 50 54 1 989. 83 59 1 993. 80 67 1 995. 50 64 1 993. 80 69 1 991. 39 70 1 990. 64 71 1 989. 34 72 1 988. 85 TO OUTLET 1 988. 46 74 1992. 40 70 1 990. 60 76 1 993. 75 1 990. 30 1 989. 75 1 989. 1 5 1987.00 1993. 50 1 992. 57 1 991. 50 1 990. 30 1 989. 60 1991.03 1990. 72 1 991. 50 1990. 40 1 988. 40 1 988. 25 1 988. 00 1991.45 1 989. 50 1 991. 82 1 991. 25 1 989. 50 1 991. 00 1 993. 80 1 992. 20 1 990. 89 1 989. 94 1 989. 1 0 1988. 46 1 988. 00 1 991
  • 1 0 1989. 34 1991. 89 SEE DET. 37 N99,087.00 END CORRD. El00, 645.50 END CORRD. N 1 00, 733. 00 E 99,027.00 END COORD. N 99,400.00 E 98,975.00 NO. SIZE & TYPE GAGE P80 I 0 1 01 A. PCMP I 6 P81 8" DI A. PCMP I 6 P82 8" 01 A. PCMP I 6 P83 1 0' 01 A. PCMP 1 6 P84 12' 01 A. PCMP 16 P85 1 5' 01 A. CMP 1 6 P86 21' 01 A. CMP 1 6 P87 30' DlA. CMP 14 P88 48 1 01 A. CMP 10 P89 I 8' 01 A. CMP I 6 P90 48' 01 A. CMP 10 P91 8" 01 A. CMP 1 6 P92 12' 01 A. CMP 16 P93 36' 01 A. CMP 12 P94 30' DlA. CMP 14 P95 42' Dl A. CMP 12 P96 48' 01 A. CMP 10 P97 1 8' 01 A. CMP 1 6 P98 48' 01 A. CMP 10 P99 48' 01 A. CMP 10 PI 00 21 I 01 A. CMP 1 6 PI 01 24' 01 A. CMP 1 4 Pl 02 24' 01 A. CMP 1 4 Pl 03 36' 01 A. CMP 12 Pl04 42' 01 A. CMP 12 Pl 05 42' 01 A. CMP 12 Pl06 30' 01 A. CMP 14 P107 18 1 DIA. CMP 16 Pl08 1 2' 01 A. CMP 1 6 Pl09 8" Dl A. CMP 1 6 PII 0 21' OlA. CMP 1 6 Pill 24 1 OIA. CMP 1 4 PII 2 3121' OIA. CMP 1 4 PII 4 3121' 01 A. CMP I 4 Pll5 36' 01 A. CMP 14 Pll6 12' DlA. CMP 16 PII 7 I 8 1 01 A. CMP 1 6 PII 8 8" 01 A. CMP 1 6 PI! 9 I 2 1 01 A. CMP 1 6 PI 2121 8" 01 A. CMP 1 6 Pl 21 8" D1 A. CMP 1 6 PI 22 24' 01 A. CMP I 4 Pl23 21' 01 A. CMP 16 Pl 24 1 5' 01 A. CMP 1 6 Pl25 24' DlA. CMP 1 4 Pl26 12' DlA. CMP 1 6 PI 27 24 1 01 A. CMP 1 4 P128 15' OIA. CMP 16 PI 29 21 I 01 A. CMP 1 6 PI 30 24' 01 A. CMP 1 4 Pl32 6" FIBRECAST N/A Pl 33 1 8' 01 A. CMP 1 6 PI 34 24' 01 A. CMP 1 4 Pl 35 1 5' 01 A. CMP 1 6 P136 18 1 OIA. CMP 16 Pl 39 15' 01 A. CMP 16 Pl40 21' 01 A. CMP 16 Pl41 24' DlA. CMP 14 PI 42 48' Dl A. CMP 1121 Pl 43 1 5' 01 A. CMP 1 6 PI 44 21' Dl A. CMP 1 6 Pl45 54' DlA. CMP 8 Pl4 7 24' 01 A. CMP 14 PI 48 8" 01 A. PCMP 1 6 Pl 49 8" DI A. PCMP 1 6 PI 50 8" DI A. PCMP 1 6 Pl 51 1 5' 01 A. CMP 1 6 PI 52 48 1 Dl A. CMP 1121 Pl 53 48' 01 A. CMP 10 Pl54 54' 01 A. CMP 8 Pl 55 8" DI A. PCMP 1 6 Pl57 54' DlA. CMP 8 Pl 58 8" Dl A. PCMP 1 6 PIPE SCHEDULE (CONT.) 76 77 78 79 80 FROM MANHOLE 142 20 144 81 145 1 01 MAIN XFMR VAULT SUMP 163 1 69 1 05 83 84 1 60 85 87 89 90 91 92 93 94 12 1 59 71 71 79 80 TO MANHOLE 1 52 144 21 1 28 1 34 24 18 1 76 86 41 83 3 85 89 4 135 1 53 1 37 53 93 94 10 144 1 03 1 59 SPARE MAl N l 77 XFMR V. S. 1 06 1 07 1 07 1 08 1 08 109 1 09 1 1 1 1 11 83 1 1 0 1 09 1 61 1 62 STA. SERVICE tlJ XFMR V.S. 1 1 3 1 1 1 XFMR V. S. 105 E.S.F. XFMR 115 SUMP 1 1 5 3 162 11 5 1 1 6 1 1 7 1 1 7 84 1 1 4 1 1 8 1 64 1 1 9 86 85 1 1 8 1 64 1 1 9 4 1 02 TO OUTLET 1 20 1 64 1 54 91 1 65 87 95 92
  • 99 100 1 00 1 34 1 34 143 1 66 1 22 1 22 1 2 150 124 93 1 67 94 1 68 81 81 82 1 25 1 55 1 27 6 1 28 1 26 129 27 19 35 48 150 94 46 INVERT EL.

MARKS H.P. L.P. 1 991. 89 1 988. 85 1 992. 75 1 991. 75 1 994. 40 1 993. 40 1 993. 40 1 992. 32 1992. 32 1 991. 70 1 994. 25 1 993. 77 2005.00 2001

  • 30 1 990. 30 1 990. 00 1 990. 91 1 990. 22 2001.00 2000. 50 1990. 40 1 989. 90 1 993. 95 1 993. 90 1 993. 70 1 993. 00 1 993. 28 1 993. 00 1992. 38 1991. 80 1 991. 80 1 991. 61 1991. 48 1991. 38 1 993. 54 1 993. 43 1991. 38 1 990. 88 1 990. 59 1 990. 23 1 993. 43 1 993. 05 1 992. 95 1 992. 57 1 992. 25 1 992. 04 1991.61 J9CJ1,28 1991. 28 1991. 25 1 991. 25 1 990. 98 1 993. 10 1 992. 90 1 993. 53 1 993. 33 1 994. 00 1 993. 50 1 993. 33 1 993. 1 5 1 993. 1 5 1 992. 73 1 992. 73 1 992. 28 1 992. 28 1992. 08 1 993. 50 1 992. 45 1 993. 75 1 993. 56 1 993. 00 1 992. 90 1 992. 90 1 992. 08 1 993. 25 1 992. 75 1 992. 75 1 992. 60 1 992. 60 1 992. 00 1993. 56 1 993. 39 1 993. 09 1 991. 48 1 994. 25 1 993. 50 1 993. 1 5 1 993. 05 1 993. 00 1 992. 5121 1 993. 50 1 993. 1 5 1 993. 05 1991.6121 1 989. 33 1 988. 28 1 996. 60 1 993. 1 5 1 992. 36 1 992. 25 1 994. 00 1 992. 70 1 993. 75 1 993. 5121 1995. 00 1994. 60 1994. 50 1 993. 80 1 991. 50 1 990. 22 1 989. 85 1 994. 00 1 993. 44 1 993. 44 1 993. 1 0 1988. 56 1 988. 33 1991. 50 1 991. 28 1 996. 25 1 995. 75 1 996. 25 1 995. 50 1 996. 25 1 995. 50 1 993. 25 1 992. 45 1 989. 72 1 989. 48 1 988. 95 1 988. 58 1989. 60 1 989. 1 0 1994.13 1 993. 50 1 988. 33 1995. 50 CONN. TO MAIN XFMR VAULT SUMP -SEE NOTE NO. 4 CONN. TO MAIN XFMA CONN. TO MAIN XFMR CONN. TO STA. SERVICE XFMR VAULT SUMP -SEE NOTE NO. 4 CONN. TO START-UP XFMR SUMP -SEE NOTE NO. 4 CONN. TO E.S.F. XFMR VAULT SUMP -SEE NOTE NO. 4 SEE DET. 29, S-0299-3 CONN. TO CONTROL BLDG. SEE SECT. 'C-C' DWG. S-01 79 SEE DET. 'N' DWG. S-0191
  • SINGLE DROP INLET ABON. IN PLACE FROM FUEL BLDG. NO. SIZE & TYPE GAGE P160 8' OIA. PCMP 16 PI 61 1 2 1 01 A. CMP I 6 Pl64 8' OIA. PCMP 16 Pl65 8' DlA. PCMP 16 Pl 66 1 2' DI A. CMP 1 6 PI 67 42 1 01 A. CMP I 2 PI 68 48' 01 A. CMP I 0 Pl69 8' DlA. PCMP 16 PI 70 8' OlA. PCMP 1 6 Pl71 8' DIA. PCMP 16 PI 72 48' 01 A. CMP I 0 Pl73 8' DlA. PCMP 16 P174 8' DIA. PCMP 16 Pl 75 12' Dl A. PCMP 16 P178 8' OIA. PCMP 16 P179 8 1 OIA. PCMP 16 P180 8' OIA. PCMP 16 Pl 81 1 2' Dl A. CMP 1 6 P182 8' DIA. PCMP 16 Pl83 8' DlA. PCMP 16 Pl84 8' DlA. PCMP 16 Pl85 8' DlA. PCMP 16 P186 8 1 DIA. PCMP 16 Pl87 8' DlA. PCMP 1 6 Pl88 1 2' Dl A. CMP 1 6 P189 1 2' D1 A. CMP 1 6 P19121 1 2' Dl A. CMP 1 6 PI 91 24' 01 A. CMP 1 4 Pl 92 24' Dl A. CMP 1 4 PI 93 1 8' 01 A. CMP 1 6 Pl 94 18' Dl A. CMP 16 Pl 95 1 5' DI A. CMP 1 6 PI 96 1 2' 01 A. CMP 1 6 P197 8' OIA. CMP 16 Pl 97' 30' Dl A. CMP 1 4 PI 98 1121' 01 A. CMP 1 6 Pl 1 8' Dl A. CMP 1 6 PI 99 1121' 01 A. CMP 1 6 P202 1 5' DI A. CMP 1 6 P205 1 5' 01 A. CMP 1 6 P206 1 5' 01 A. CMP 1 6 P207 1 5' 01 A. CMP 1 6 P208 15' Dl A. CMP 16 P21 0 1 2' DI A. CMP 1 6 P211 1 8' 01 A. CMP I 6 P216 18' Dl A. CMP 16 P21 7 15' Dl A. CMP 16 P221 1 5' DI A. CMP I 6 P222 18' Dl A. CMP 16 P223 1 8' DI A. CMP 1 6 P224 18' Dl A. CMP 16 P226 1 8' DI A. CMP 1 6 P227 24' DI A. CMP 1 6 P228 1 5' Dl A. CMP 1 6 P229 1 5' DI A. CMP 1 6 P230 1 5' DI A. CMP 1 6 P235 PIPE SCHEDULE (CONT.) 46 FROM MANHOLE 1 33 82 1 31 88 57 I 1 3El I 2i' 54 54 I 3C) I 1 41 1 73 I 4El I 4Cj I 4C) 1 1 71 1 71 I I 1 51 1 5Ei I 5i' 1 5El 1 53 I 3i' I 62 63 I 3C) I 7Ei 53 I 7 i' 1 7El I 74 212lEi 212li' 20El 21El 201 21 i' 21 Cj 221 223 224 22E> 22i' 22El TO MANHOLE 1 33 1 31 1 31 36 12 1 36 127 127 128 128 128 49 1 41 49 156 1 49 150 156 158 158 157 157 156 150 1 41 1 39 68 90 154 9 1 78 93 54 1 77 9 1 74 1 54 1 75 153 206 53 53 1 37 105 160 P-15 21 1 54 1 45 201 10 38 42 16 47 1 32 INVERT EL.

H.P. L.P. I 994. 1 994. 12H21 I 994. 1 993. 25 1 994. 1 993. 25 I 995. *40 1 993. 25 1993.10 I 990. 40 1 989. 30 1 989. 72 1 995. 1 993. 60 1 995. 1 991. 60 1 995. 1 995. 00 I 989. 1 988. 95 1 994. 1991. 80 1 995. I 993. 40 1 993. 1 0 1991. 50 I 995. 1 993. 71 1 995. I 994. 00 1 995. I 994. 00 1 994. 1 993. 71 1 995. 00 I 995. 1 994. 20 I 995. 1994.12 I 995. 1994.12 I 995. I 993. 71 1 995. 1 994. 30 1 993. '71 I 994. 1 2 1 994. 1210 1 992. 1 991. 82 1 993. 1 992. 95 I 992. 1 992. 36 I 992. 45 1 992. 35 I 993. C)0 1 993. 80 1 994. 1 993. 50 I 994. 8121 I 9<H. 50 I 993. C)0 1 993. 64 I 992. I 991

  • 94 I 993. Ei4 1993.19 I 993. Ei121 1 993. 35 I 993. 1 9 1 993. 04 I 993.

1 993. 05 I 995. 1 995. 25 I 995. 1 995. 00 I 995. 1 994. 75 1 995.

1 995. 00 I 995. Ei0 1 993. 06 I 993. E>l21 I 993. 50 212102. 2002.00 212102. 2001.50 I 995. 1 995. 00 212101. '75 2001.00 I 994. '70 1 993. 60 1 990. 98 I 995.

1 994. 60 1 993. El0 1 992. 70 1 992. El5 1992.10 1 993. 1 989. 75 1 993. 1 990. 30 SEE SECT. 'M-M' DWG. S-0186 DROP CONN. SEE DET. NO. I OWG. S-0296 SEE OET. NO. 28 OWG. S-0299-3 2 1 NOTES 1. SEE NOTES CIN DWG. S-189 SHT. I. 2. ALL ONS SHALL BE 2 213" X 1 /2', EXCEPT 8' Dl A. & 10' Dl A. Pl PES SHALL HAVE 1 1 /2' X 1 /4' CORRUGATl ONS UNLESS NOTED. 3. PROVl DE 6' OF Rl PRAP OVER 6' OF GRAVEL BEDDING AT THE JUNCTION OF TWO DITCHES AT A POINT WHERE SLOPE CHANGES IN A DITCH AND AT END SECTIONS OF PIPES & CULVERTS, OVER A LENCiTH OF 1 5' UPSTREAM & DOWNSTREAM OVER A WIDTH OF 1 121' AND FOR A HEIGHT OF 2', UNLESS NOTED. 4. PI PES CONNECTJ NG THE XFMR VAULT SUMPS SHALL BE UP TO THE 1 NSI DE FACE OF WALL. 5. ROUTE THE Ei' Dl A. ORAl N FROM THE TECHNICAL SUPPORT CENTER BLDG. INTO MH "1 78 AT ELEV. 1994. 5' AT THE MANHOLE. LEGEND FOR LEGEND, SEE DRAWING S-0189 SHT. l. A-0501 A-0502 S-01 72 S-01 79 S-0186 S-0187 s-01 91 S-0192 S-0199 REFERENCE DRAWINGS SANITARY SEWER AND POTABLE WATER SYSTEM SHT. 1 SANITARY SEWER AND POTABLE WATER SYSTEM. SHT. 2 GRADING PLAN -SWITCHYARO AREA PLANS AND SECT! ONS -TANK BERMS DRAINAGE PLAN PLANT AREA DRAINAGE DETAILS PLANT AREA MANHOLE AND PIPE DETAILS 1\0DI Tl ONAL ORAl NAGE DETAl LS PLANT AREA [ NTERFACE LOC -ROOF ORAl NS, XFMR VAULT DRAI NS AND 01 L Y WASTE S-0292 PLANT AREA ROADWAY, GRADING AND DRAINAGE PLAN SHEET 1 S-0293 S-0294 S-0296 S-0297 S-0298 S-0299 SHT. 1 S-0299 SHT. 2 S-0299 SHT. 3 Z01 7A-C-0004 Z01 7A-C-0005 DE TAlL PLANT AREA ROADWAY, WALKWAY, GRADING 1\ND ORAl NAGE PLAN -SHEET 2 \rJAREHOUSE AREA ROADWAY, GRADING AND ORAl NAGE PLAN -SHEET 3 I-1ANHOLE AND PIPE DETAILS PLANT AREA ROADWAY, GRADING AND DRAINAGE PART! AL GRAOI NG PLANS IJRAI NAGE DETAl LS AND SECT! ONS SELF HEATJ NG SYSTEM AND SIDEWALK OETAI LS GRADING, ROADWAY AND HANDHOLD DETAILS DIMENSION PLAN WCNOC PRE-SCREENING STRUCTURE Zl2ll 7A GRADING PLAN WCNOC PRE-SCREENING STRUCTURE Z01 7A Linda I{ "amin*ki '-<../

l{do"""d llo<umcnl Scni<""* l{d.,..., :7) &.10-natco *

-116'110' USAR FIG. 2.4-3-4C REVISED Q ISSUED INCORPORATED CHG. DOC. THIS D\IG. SLPERSEIED BY REV. THIS D'IIG. SUPERSEIES CHANGE PKG. ND. REV. REVISION'"'" REVISED TO REFLECT CORRECT STORM SEWER ROUTING o/jl/}. [L,[p © NUCLEAR OPERATING CORPORATION ELECTRONIC APPROVAL MANHOLE, PIPE & CULVERT SCHEDULE SCALE DRAWING NUMBER SHEET REV NONE S-0189 3 10 34X44 E SIZE H G F E <}--0 c B A

8 7 6 5 4 3 2 26 2. ALLWORKSHO...,.ONTHISDRAWINGSHALLBEINACCORDANCE WITHJOBSPECIFICATIONA-3850UNLESSNOTED.

WOLF CREEK GENERATING STATION MANHOLE AND PIPE S-0191 G F E D c

FORM KEF-E-313-1, REV. 10/88 DESIGN OOCliENT CHANGE NOTICE NCR/EER/FCR CWR PER NO. 4244* -2 PMR NO. 02841 REV. 0 ASSIGNED DISCIPLINE: i

--I REV. SEQ. NO. FACILITIES ENGINEERING S-0297 K 01 OTHER DOCUMENTS AFFECTED BY THIS CHANGE: PAGE 1 OF 2 S-0291 I" ...... .-.... ftft,. ** I,... .... .-.........

___ --***-* -**-**--*** **--

IU DDCN S-0292-R-01 REASON FOR CHANGE: AS BUILT INFORMATION DESCRIPTION OF CHANGE: SEE CLOUDED OF CHANGE 11 ON PAGE 2 OF THIS DDCN. REVIEWED WITHOUT COMMENTS 7-11-Sj .//Z-DATE OTHER DATE: 1'-11*11 DATE: ; ... 11-Bt 7-11-89 DATE 7-11-11 DATE RELEASE AS DDCNiiOR ASSIGNED ENG: ':::..! DATE: 7-//-e* DATE: J-\R*

FORM KEF-E-313-2, REV. 10/88 ASSIGNED DISCIPLINE:

DESIGN DOCUMENT CHANGE f<<JTICE CONTINUATION SHEET IN IT I A TI NG,.JlQ..C.

NO. 4244-38*2.

PMR NO. 02841 REV. 0 -=--

--I REV. SEQ. NO. FACILITIES ENGINEERING S-0297 K 01 OPERATIONS SUPPORT BUILDING cfM.H.NQ43 PAGE 2 OF 2 .----AREA OF c!-IANcEE

[M.H.N0.44 8 MATCH EXISTING GRADE w t---7ISOLATION ZONE-SEE ts1 NOTE I 4, DWG. 5-0292 N ----x---------x--------

MH NO. 41 T /GRATE EL. I 998. 00' MH NO. 42 T /G EL. 7 HP EL. 1 ggs. 50" Nl 00, 656. 50 El00. 557. 75 MH NO. 227 T/GRATE EL. 1 998. 00' N10121,636.0121 6 ,...--MATCH EX! STING GRADE EL. 2001. 08" TO 4 MAX. EL. 5 '\ /11\ ' /"\... -.-1 WILLIAM ALLEN WHITE ' 1 SKILLS TRAINING CENTER) I. ---. -----------. -

EL. 2005. 75' " N MH NO. 3g

  • -* -* I * -* -* ---(,
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-. -WALTER P. SUPPORT CHRYSLER ) COMPLEX --------( ' * ;' ' .... -... -... -... -... f-* ( /-*

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.. ' . N. I 00, 31 5. ;n E. 100,475. B5 T. 0. C. EL. 1 998. 62' I ' ( _________

____ EDWARD P. MCCABE\ SUPPORT FACILITY)

...------.. --.... --... "' STORAGE FACI L1 TY / / /--, // j TEMP. ESW/ OUTAGE TRAILERS MH 273 T/GRATE EL. 1 998. 85 I I MH 2 7 2 ------'}1':

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-*-*-* T /GRIHE EL. 1998.68 I' ;*,Y -\ '" I 0' N ., ' "' "' 0 w w "' ' z 0 -" ::J z z D u "' 0 N 0' N " ' "' w w "' ' ' _I -. I . . r. i. ' ' . J : t. I .. ... c._-. 1 ! : I -. ' . 't-i .. *I* 1*. J r . *1.1--I* M.H. NO. 246 TIGRATING SEE DETAIL 4 c s-02991 6 ....;.-o--1-+-¥,: " ::J z z 0 u rr 0 u. 0 ui "' '" 0, tSi I "I"' o-o:, WI 'l"' ' _ r L 1-f *. .. l *. . ! : I .

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' VEHICLE ACCESS AREA PROTECTED DELAY FENCE ,\.----,...-/

STATION x D X x PARKING X J .l ' -

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MH NO. 46 T/GRATE EL. 1997. 00' 'r-E100. 500. '--....._ EL. I 998. 50' I ' EL. I 998. 5' _ TEMP. TRAILERS & LAYOOWN AREA MH 274 T/GRATE 1 998. 60 FOR CONTINUATION

-SEE OWG. S-0298 --j-* / MH NO. 133 T /LI 0 I 998. 00' I -.. .l. MH NO. 51 T/GRATE EL. 1 998. 06' .. *-. .. *-. ...... ._ ...

.. *-. PROTECTED AREA FENCE N N " " ., " 0 z .. ro 0 " " " 0 rr w I ., 0' N " * "' " 3 D w w "' z D z D u "' D \ \. I '"-.....

.....,_ ' 6' CONCRETE CURB PER DETAIL ) 18 ON S-0299, SHT.Z FROM El00, 759 TO E101, 397 .,-____ ... _..... / I 1\ /----121

/"""-MH NO. 52 T/GRATE EL. 1997. 00' / I j .// I I * ,r I .II / lj/ J i( N100,000.

00 -----'------

0' ro 0 ,; " " 0 rr w L. I 998. 5' 4 3 2 NOTES 1. FOR GENERAL NOTES & LEGENDS, SEE 2. 1 . --OWG. ( 5-0291: & 5-292 ... _-3. 51 DE WALK TO BE 5'-0" WI DE WITH A RADIUS OF 5' -0' AT 1NTERSECT10NS.

4. 51 DE WALKS TO START FROM BOTTOM OF TRAILER STEPS. 5. 51 DE WALKS SHALL BE SLOPED TO FOLLOW ROCK (
  • I /8' l & TO KEEP SIDEWALKS AS LEVEL AS POSSIBLE IF SIDEWALK WAS RAISED ABOVE ROCK, ROCK SHALL BE LEVELED TO THE ELEVATION OF SIDEWALK.

AT NO POINT SHALL SIDE-WALK BE BELOW ROCK. 6. FOR TYP. 51 DE WALK SECT! ON, EXPANSION

& CONTROL JOINT DETAILS, SEE OWG. S-0295. 7. 51 DE WALK TO HAVE BROOM Fl Nl SH. 8. DELETED 1\ J 9. FOR COMPLETE:

BUILDING CONFIGURATIONS, SEE I \ DRAWl NG C-KG1 202. I_ 2 __ 1 \._ .......___ ------. -------

* -----_,/ ..... _ ...... 5-0291 S-0292 s-02g3 s-02g4 s-02ga S-029g REVISED Q ISSUED REFERENCE DRAWINGS FINISHED ROADWAY PLAN PLANT AREA PLANT AREA ROADWAY GRADING & DRAINAGE PLAN SH-1 PLANT AREA ROADWAY GRADING & DRAINAGE PLAN SH-2 WAREHOUSE AREA ROADWAY GRA01NG & DRA1NAGE PLAN SH-:3 PLANT AREA ROADWAY GRADl NG & ORAl NAGE PLAN SH-5 ORAl NAGE OETAI LS & SECTIONS SHT. 1 & 3 USAR FIG. 2. 4-3-07 INCORPORATED CR* 00057844 CHG, DOC. CR* 00061144 CHANGE PKG, NO, I HIS DIIG, SU'ERSEOCD BY REV, THIS OWG. SUPERSEDES REV. REVISION REVISED TO RE:FLECT AS-BUlL T INFORMATION ELECTRONIC APPROVAL PLANT AREA ROADWAY GRADING & DRAINAGE 1"*30'-0" S-0297 21 34X44 E SIZE S-0297+1+21 H G F E D c B A

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