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HomeMy WebLinkAboutS-386901CLAN clEIC PUD A rO1tTi0M Of K 1/4 W 1/4 SECTION 10 T 23 N. ItAMOE S E, TTE �i�AM� I(MIQ COIN�TY, �AlI�NTOM � :AMTAAY SLAM & �AO�'LE Mi=42e.00 W=42&00 LUA • a 067 I.E=419.26 i.E.=419.49 PERIrT • U16006174 EX SSIAH '38520-0050 ' 1 FBF EL 423.50 � -- 12 3 2" S) I FF EL423.50 i _ - - - i FF EL423.50 I �. GRAPHIC SCALE 30 0 15 30 s0 RIM = 423.49' ~ EXISTING SAWARY SEAR STUB TO ( IN FM ) IE = 417.01 (8" OUT) FE)" IN SERVU UNTL NEW I.E.in=417.11 = �' i inch = 30 i RECNAMNEL MAWLE PER CITY w SEAR MAIN IS ON -LNC. OF IEITON STAWARDS. 2OLFN8' PbC(SOR35) • 0.50% �! I _ AI DAM N.E. -V� RMrI=428.00 I.E.=419.73 \ 424--- _, FF EL423.80 COO Jt�428.00 _FIN� me, _oi 420 -FXIgTINC; I;RAnF 0 'LT g 430 STA. 1+29 1-8" CAP 1-2" BLOY PER STD F AND THRU' 425 OUTFALL TO POND CB#3 TYPE STA.=1+01.10, 13.25' L1 RIM=422.57 I.E.=419.30 OUT(12" N,E CB#2 TYPE STA.=1+01.10, 13.25' R- RIM=422.57 I.E.=417.77 IN/OUT (12" 410 ` P 7 Cl � t d- 9+00 9+60 10+20 10+80 11+40 12+00 MALL AV N.E. STA: 9+00.00 TO STA: 12+00 1" = 30' HORZ. 1" = 5' VERT. STA. 4+39.22 6.75'RT PVI STA = 2+12.59 1-8"x45' BEND (MJ) PVI ELEV - 424.05 1-8"x11-1 /4° BEND (MJ) A. D. = 0.80 1 -THRUST BLOCK, SEE THRUST CENTERLINE ROAD K - - 62.50 SEE SHEET C12 (TYP) 50.00' VC EXISTING G �m 3 8' GATE VALVE (FLxMJ) U Of 8 LF 6 �-GRADE CENTERLIN ROAD STA. 1 +86.46; J�� LQ o 1 --THRUST BLOCK •FL . 1 -FIRE HYDRANT ASSE BLY O X Unri �_ 1-8'; TEE (FL) Lq � + N 8 2-THR ST BLOCK r7�= VES (FLxMJ) + OY� Q 00 U rn Q 0 00 w ai rnw�CNo +z�3� +mom �w it I 0 LLJ v mew -_- c~n�w--- _---- -- �- m m w II -- it II II MJ) OI II 12" ADS- -4- 1 - - - - - I I I _ _--- - - --- LOT I _ _ - - - 971 1 APS 1 I i (N-'2) --- @ 5.67% I I LOT LOT LOTA3 9 0.50% I I i. .=41 .62 I.E.=41& L . 19.09 9LF12 SN_1) ADS ---- _ --- ----- -- 0 _0 -_ _--0 ------- 125LF 12 ADS _I -- ---- ---- ---------- ESSMH#3 ---- 47LF-EX. 12" PVC SEWER 0 0.60% EX S H 4 STA. STA. 10+07.64;13.00'[-T = 111+59.54;111.1' RIM = 429.63 STA.= . , 4.WTT RIM 430.71 _ IE=419.51 (12" IN) IE = 18.43 (12" OUT) 7LF-8 DI IE = 419.41 (12" OUT N CD O7 } O co r- 0-3 c"ict- dN dN �N 0.;� oN ON CD �� d g d s*w 'LT g 430 STA. 1+29 1-8" CAP 1-2" BLOY PER STD F AND THRU' 425 OUTFALL TO POND CB#3 TYPE STA.=1+01.10, 13.25' L1 RIM=422.57 I.E.=419.30 OUT(12" N,E CB#2 TYPE STA.=1+01.10, 13.25' R- RIM=422.57 I.E.=417.77 IN/OUT (12" 410 ` P 7 Cl � t d- 9+00 9+60 10+20 10+80 11+40 12+00 MALL AV N.E. STA: 9+00.00 TO STA: 12+00 1" = 30' HORZ. 1" = 5' VERT. 6" PVC SIDE SEVER • 2.00% MIN. E-425.00 FF EL 437.0 ' I G!s -� - STA. 5+67.56, 2.85'RT 1-8"x22-1/2' BEND (MJ) 1 -THRUST BLOCK, SEE THRUST /-FIMSHED GRADE 0 BLOCK TABLE AND STANDARDS / rcuTroi iur onAn AFF '�HFFT ('1 ? (TYP) STA. 4+39.22 6.75'RT PVI STA = 2+12.59 1-8"x45' BEND (MJ) PVI ELEV - 424.05 1-8"x11-1 /4° BEND (MJ) A. D. = 0.80 1 -THRUST BLOCK, SEE THRUST BLOCK TABLE AND STANDARDS K - - 62.50 SEE SHEET C12 (TYP) 50.00' VC EXISTING G , STA. 3+43.31:16.51'LT= STA. 3+80.00; 5.00 RT 6" PVC SIDE SEVER • 2.00% MIN. E-425.00 FF EL 437.0 ' I G!s -� - STA. 5+67.56, 2.85'RT 1-8"x22-1/2' BEND (MJ) 1 -THRUST BLOCK, SEE THRUST /-FIMSHED GRADE 0 BLOCK TABLE AND STANDARDS / rcuTroi iur onAn AFF '�HFFT ('1 ? (TYP) 1+20 1+80 2+40 3+00 3+60 CM AM A IE STA:1 +00.00 TO STA: 5+64.07 1" = 30' HORZ. 1" = 5' VERT. 4+20 4+80 420 410 5+4C CALL LS HOURS BEFORE YOU DIG DIAL 811 Ct>12---- S - 73ato " d I P�\SINTq`. WAS# c� A 42841 �F F� � S I es, L EAG\ IV D 0 1--8"x8" + TEE (FL) - 1-6" GATE VALVE (FLx J) EXISTING G ADE 0 3 8' GATE VALVE (FLxMJ) 8 LF 6 CL 52 DIP CENTERLIN ROAD STA. 1 +86.46; .00'LT LQ 1 --THRUST BLOCK 1 -FIRE HYDRANT ASSE BLY 1-8'; TEE (FL) Lq � + N 8 2-THR ST BLOCK 3-8 GATE VA VES (FLxMJ) + NUi LLJ 5:5.00 LT m m w -- MJ) OFF ASSE N 340.1 BLY 27-F 12" ADS- - - - - - - - - _- T BLOCK Q -71 F (N 171 12 @ 0.50 stow 0 _ _ - - - 971 1 APS 1 B�FNg" DI (N-'2) --- @ 5.67% - -G- - -- (N-12 @ 1.82% 9 0.50% 11,LF 9LF12 SN_1) ADS 125LF 12 ADS _I 2' 43% 165L N8 D� :. 4 FNa„ p� gilt 16 0 2, 48" STA.= . , 4.WTT 8 P RM�431.03 7LF-8 DI IE=423.13 IN MEW) 7. B5TPE1 s*w E=42100 4 00 23. 8"S STA.=2 26.37, 13.25' R () • 1. � 3+5295, 16. LT � � 2ULF 8 P� RIM=42 .05 426.75 (SDR 35) • 0. L. = E) 419.25 N�!(8'SSMHP • 8" SAiwIITARTY C B 4 # YP E I E 419.15 OUT(8"S STA.=4+36 78� 4.25 LT Ci�O" STA.= T CB TYPE I w RMI�428. +26.37, 13.25' =3+21.61, 13.17 E W) RIM=4 4.05 STA RT IE=421.86 8%) _ RIM 425.95 IE=421.76 5.00 RT _ 423.48 IE= 22.65 OUT (12"E) LADDERuf STA.=1+41 t1111111=423. IEEE:417.31 IN((rKS) CB#6 TYPE I GRADE =3+21.61, 13.17 E=417.76 Cat) 417.21 OUT(8"MI) STA RT EXIS NG GRADE E=417.50 T(8"N) =E RIM 425.97 L wW IE= 22.52 IN/OUT (12" W, S) d-� 1* coM o co �� �� �� rn d rn N^ a� 00 �� �Lo o� O� C" �^ cr ern rn a� �� v� N� acD N N N N M M N N N N N N N N N N N N N N ^ O N r7 N N N N O N r7 N N r r 1+20 1+80 2+40 3+00 3+60 CM AM A IE STA:1 +00.00 TO STA: 5+64.07 1" = 30' HORZ. 1" = 5' VERT. 4+20 4+80 420 410 5+4C CALL LS HOURS BEFORE YOU DIG DIAL 811 Ct>12---- S - 73ato " d I P�\SINTq`. WAS# c� A 42841 �F F� � S I es, L EAG\ IV D 0