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BLUEBAUM'S 2ND / I / / \ CULTIVATED FIELD FUTURE LATERAL CONNECTIONS WITH SUBDI VISION DURI NG SANITARY SEWER X / / / ----- \ ___..--- � - CLEAN OUT AT R � (BY OTHERS) i;--,-.__ SYSTEM IMPROVEMENTS EAST SIDE __ i -ttU:�052C76:iiil ••~-- ,hl---=•V•---=s ,.,:; / - --- SEWER PHASE II DIVISI ON I /W N 1237052.7636 OP PRCJ' �- •��-PROPII/ PROP R/'�- -PIIOP R �II �R/W��-��•-::-:===-' �pW " '---,-----------'-' \ii / / ,,.,: 1-� ,,.. ' E: 2830668.7276 I I / I , 1 / __ _j_j_ " �-- " " r-----lJ. ' LU"' / Pf!OP�/ 1s_,,/""- ---- II j EllfT mn---.....---mn/ E.WT�--mrr ,;J,- __,,-- -ldld . ___ ·. 1=-=--•- . __ �-- __ E:2831051.5495 fl?llf..-_\"R / "" I E42lle-1rm2"a3n4,�J0e6re-0m2y5B.000-023 / / t �Ii ,/ ;-�-<-� �= .,,,.-: _,,,, :,-�--1-,.-1....--'-'i.... -d- -: """--7 +'•-""": :;:=�" _l=L,_=,,_,-==-n-:l!,,;;;�-"L-INE""'"',',A:= 1r "� :-· �- : -1 ,__ ...,_=4= -,;=�if���==� =-:1:--=i.�8:;!::�_���;; Cl =( I =1 = pl= - .,.,_/ --.-•---::!":"=--=-�--,-.-7-r-""''--rt--,....�--,...,�---,L..-I---,-� ..., - - - - ..., ..., 7 .... \ '""'1-,,-.::i,. � "-11----::,_-J._, I '\d IEWl'--"-,,..--,-'<=--,ESf' 7< r't: / / � I INSTALL A 12"X6"wtEw1TH 6"Pvc, JJ � N:1237098.4548 \ MH18�� -.....,,__ --- += --=---,--_ CONSTRUCT A GRAVEL / / Zl--,oi;.--:-,-t'""' \' ""') ,, / 11 N: 1237033.1558 \ ,a�-- 1 SDR-26 GRAVITY SEWER LATERAL AT1% ••�-- E:2831053.4922 \ --� ""'< ' FIELD/ SIT � ENTRA � E / /• i I SWOND� ROY / I ,, f-c=-- ·•�-'-- Pl:tOP R PROP RU-- - , 1 s o o -·· � � - \ ,, � -\--- -�,1'i---'r E:2830672.7171 -, - M N. L PE T PROPOSED R/W. r R PROP R1w--------------OP R R PROP R� .... \ ( / / ''" --c..:::::=::::::::::::::::::::::::,:::::::::___, "' -------- - - ' -·�- z \ "\ R/W ,.,,- l'ROP R / r- FULL DEPTH COMPACTION REQUIRED __ ....._ �" R""- Q \ """ ,,M-rll+� PROP RXW � R T --- PR OP/ / INSTALL 12'' PVC SDR-26 GRAVITY SEWER FOR ALL LATERALS INSTALLED UNDER , --- __,rc,--,-:-:c"-:-,--c:-,-:, (.) \ / / / _,/ MAIN BY OPEN CUT PLACEMENT / FUTURE ROADWAYS I NSTALL 12" PVC SDR-26 GRAVITY SEWER ___, ; '-""'f:: L 1� 4 - 2 = 12 "" -34-4��"""'"'7 = .o-oo_-0_2 _ 3 -,! / o / I '\ I MAI N BY OPEN CUT PLACEMENT � \ INSTALL A 12"X6" WYE WITH 6" PVC, SDR-26 GRAVITY - --- -- I / Bernard G Niehaus r- ---...... _ 1 ---, '\ + I\ SEWER LATERAL AT 1% MIN SLOPE TO PROPOSED R/W. FUTURE LATERAL CONNECT IONS WITH ..__ - � _____, � FULL DEPTH COMPACTION REQUIRED FOR ALL _,,,, CLEAN OUT AT RM/ (BY OTHERS) - - Testamentary Marital-Trust UI -.:;_ \ I \ LATERALS INSTALLED UNDER FUTURE ROADWAYS v / _ - _ + _ - - - -..._ ----- ; 1 �1 5.:Jl3- �00S000-023 '\' l ti \ I \ \ ,V / / / ; \/ r / / - - - ___..--- --...._ - -_ , LOT 32 -..._ '-. ....___ _> ---.vr \_ i " �LOT-29_,,,, \ / / -'--/ / / - - � ---- --1-- - ./ ;..,,--__•• _. ..... -'I / / LOT _ 30 I / / _ - -I -_ - ------ I ( LOT 34 LOT 35 1/ I "-._ PROPOSED PERMANENT EASEMENT LOT 36 '--. I" "'--- - ___, ./ / i, __,- � � r ( ' / / \ \ \ \ \ �)-----/___....,\;/ I I /I\ : I_,....,/ IMN AS ITNABL LY 8O" PPEVNC CSUDTR P- 2L6A GC RE MA VEINT TY S E W E R \ \ \ ) I J � I \ / I I / // ; \ \1 \.. __,- / t\ - j, / /_ ' /.. --- ----- ---, -- --r -.,..---;, I I r L11 \ \ \ -- I T -�TeesintaamrdeGntaNriyeMhaaursital Trust UI 11242-15-03-200-005.000-023 _J___ < STA. 44+20 CONTINUED ON SHEET 9 I LINE A STA. 34+40 to STA. 42+80 I 490 I / I MH 18:STA:4 1+17 19 LINE A MH 19:STA:42+54.14 LINE A 485 ! ! / "4{ �o -w1 n2 s- 3l e4y- , 4 I MH 17: STA:37+29.81 LINE A R IM:471 87 DEPTH. 11.5' RIM: 470.00 DEPTH 8.4' R IM: 472.10 DEPTH 9.9' INV IN 461.7512" PVC FROM MH 19 INV I N: 462 36 8" PVC FROM UPSTREAM MH 20 t:J:::::::j: == =i INV OUT: 461.57 12" PVC TO MH 17 H--+-----1----<I NV OUT: 462.16 1 2" PVC TO MH 18 480 475 ' - 470 Cl - c§ 465 0:, 460 455 450 445 440 00 + "' n EXISTING GRADE .. INSTALL 305' of 12" PVC SDR-26@ 0.30% SLOPE ' ' ' ' STA. 34+40 TO STA 37+30 SOI L TT OO BMEI NM. 9A5N%U ACLOLMY MCOONMPPRAOCCT TE OD R 00 + <D n 00 + r-- n I NV I N:460.60 12" PVC FROM MH 18 I NV OUT:460.40 12" PVC TO MH 16 N 1237042 96, E 2830670.72 00 + ll'.J n Station Horizontal Scale: INSTALL 387' of 12" PVC SDR-26@ 0.25% SLOPE 0 0 + m n 1"'=30' STA 37+30 TO STA. 41+18 SOIL T T OO BM E MANUALLY COMPACTED IN. 95% COMMON PROCTOR 00 + 0 v N 1237108.43, E 2831052 52 N 1237111.75, E 2831189.43 00 + �v INSTALL 137' of 12" PVC SDR~26@ 0.30% SLOPE STA. 41+18 TO STA. 42+55 SOIL T TOO B M E MANUALLY COMPACTED IN. 95% COMMON PROCTOR 00 + v 0 490 485 480 475 470 465 460 455 450 445 440 0 - II ' c-�0 (I) > 0 (I) w ( 0 /) � 00 (I) ------- PLAN AND PROFILE •- REVISIONS 7/1/2025 BID SET CMid2w02e5stern Engineers. Inc. 802 Wc,;1 Broadwav Stn:l'! P.O. Box 295 Loogoolee. l11di:11w 47553 DATE JULY 2025 DESIGN C.W.R. ORAWN C.Z.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2018092-01 8 8 OF 14 I Fll.E NUMBER '-l5057 I Do Not Use Plan Previews for Take Off
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