- $ \.n � �I Cl --- Q Os, --- :i: ru X - < .. < - al C l' 00 w 0 z < z "� w < c < z 0 ! z0 0� " m' w 00 < w 00 w c 00 < z z >u <Z ,5 - ' =9 oN Nm oO "� mo c� 'W •" -w � a: o>-o "u �z w-, w� >uN. a N Cc ' 1' << 490 485 480 475 470 Cl (D ci 465 ~ 0 ::, 460 455 450 445 440 I PROPOSED NIEHAUS DEVELOPMENT LOT LINES DEVELOPED BY BRIAN RESENBECK OF SNYDER GEOMATICS LOT 35 I - - LOT 36 STA. 42+80 CONTINUED ON SHEET 8 I LINE A STA. 42+00 to STA. 46+00 I MH19: STA:42+54.14 LINE A RIM: 472.10 DEPTH: 9.9' INV IN: 462.36 8" PVC FROM UPSTREAM MH20 INV OUT: 462.16 12" PVC TO MH 18 N 1237111 75, E2831189.43 0 0 + n., • � UPSTREAM UPSTREAM MH20: STA: 45+89.49 LINE A RIM 471.74 DEPTH 8 0' INV OUT:463.70 8" PVC TO MH19 EXISTING GRADE " N1236778.57, E2831151.26 INSTALL335' of8" PVC SOR26@0.40% SLOPE 0 0 +" " Station Horizontal Scale: 1 "=30' 0 0 +"' ., -- ......, I I ' >- a � 0 0 +<O ., 490 485 480 475 470 465 460 455 450 445 440 0 - 11 ' c0 � Q) 0-> 0 Q) 0 w U) 0 � Q) ( \ 485 480 475 Cl 470 (D ci O 465 ::, 460 455 450 0 0 + 0 I LINE B STA. -0+50 to STA. 2+50 I MH16 : STA:34+24.49 LINE A RIM: 467 97 DEPTH 8.7' INV IN : 459.48 12'' PVC FROM MH17 INV IN: 459.48 8" PVC FROM UPSTREAM MH21 INV OUT: 459.28 12'' PVC TO MH15 STA. 0+00 TO STA. 1+75 SOIL TO I--+---+--+ BE MANUALLY COMPACTED TO l==E==El1-----'---''-I MIN. 95% COMMON PROCTOR N 1236972 88, E2830373 56 / , , EXISTING GRADE INSTALL17° 4' of8" PVC SDR-26@0 40% SLOPE UPSTREAM UPSTREAM MH 21 STA: 1+74.03 LINE B RIM: 465.75 DEPTH: 5.6' INV OUT 460.188" PVC TO MH16 N 1237142.18, E2830333.29 I 0 0 + - Station Horizontal Scale: 1 "=30' 0 0 +N 0 "' + N 485 480 475 470 465 460 455 450 0 - II ' c0� 0 Q) > 0 Q) 0 w U) 0 0 � I / I I J I / I I PLAN AND PROFILE REVISIONS 7/1/2025 BID SET C 2025 Mi<lw�>(ern Engineers. Inc 802 West 13roadw:iy Strce1 P.O. 13ox 295 Loogoolee. lndiuna 47553 DATE JULY 2025 DESIGN C.W.R. DRAWN C.Z.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2018092-01 9 9 OF 14 I FlLE NU.BER L/505"f, . I Do Not Use Plan Previews for Take Off
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