Midwestern Engineers, Inc. Plan Preview

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R E DUC E R 75-05..014o,- 0 04.oo2-005 SPECIAL NOTES 0 '1'"5 TO TH E SOUTH WATERMAIN LOCATION � ii' WATERMAIN LOCATION / .. \ E X I ST I NG WAT E R MA I N TO R E MA I N IN P LAC E BELL RESTRAINT HARNESS MEGA-LUGBY EBM IRON INC., OR EQUAL a: \ �: ;��;���:�: ; "' P O IN T OF CO NNE CTIO N :IIY§E I I I I < D RY TAP E X. 16" MAIN WITH I I 16"x16•x16" D.I. TEE REQUIRED FOR TWO JOINTS BEYOND NEW CONNECTION I � E X I ST IN G WAT E R MA I N A N D E X I ST I NG S E RVIC E L INE SHOW N AS CROSS HATCH E D TO B E R E T I R ED IN PLAC E AFT E R NE W WAT E R MAI N I S P UT IN TO S E RVIC E A ND E X I STI N G M E T E RS AR E CO N N E CT ED TO TH E N EW WAT E R MA IN CUT, CAP A ND R E TIR E E X I ST I NG WAT E R MA IN O N BOTH LI V E A ND R E T I R ED S E CTIO N S OF PIPE IN STAL L A LINE STO P PL UG VA L V E (S I Z E ) 16" DIA. .ANCHOR COUPLING 16" BUTTERFLY 1//JJ..Vf.. MEGA-LUG RESTRAINT OR EQUAL ---------1 r-- 1 CONCllffi Tl-lRUST BLOCK 16" DIA. ANCHOR COUPLING MEGA-LUG RESTRAINT OR EQUAL • / A 16"x16"x16" D.l.T EE , A ND ' j THREE (3) 16" BUTTERFLY a: ( ;r VA L V E S. S EE P OINT OF 1- -- � ----- --� ! ------"'---/ ---- . L · _ - ---- � ------- C � O � N - N _ E _ C _ T I Q N DE TA IL TH I S SH EE T < / < \ STATIC PR E SSUR E 83 P S. I ----� __,�� ____ /_/ - E X I ST I NG WAT E R M E T E R A N D PI T TO R E MAIN IN PL AC E . NE W S E RVIC E LINE I N STALL ED FROM NE W DI STR I BUT I O N MA I N A ND CON NE CT E D TO E X I ST IN G CUSTOMER SERV I C E LINE . ' R E MOV E E XIST IN G A P PURT E NA N C E TO 18" B E LOW GRA DE A ND F I L L VO ID W I TH GRA DE B BORROW BACKF I L L . ' ' I ____ _/ IN STALL A GAT E VA L V E (S I Z E ) • I N STAL L A 3-WAY FIR E HYDRA N T ASS E MB L Y W/ 6" GAT E VALV E �=:�6�:� PIP�J___ •. . ... . : . . I ) I \ \ I I \. \ --•- - ./ COM I I \ . . � . , ... •, .,. . � . . . � ' ! �====oC,,,JJ � 16" DIA. ANCHOR COUPLING '";..ad e1 .1 • ;• , : • 6" THICK PRECAST .._,,_ ' CONCRETE SLAB 6" THICK PRECJST j CONCRETE SLAB Bill RESTRAINT HARNESS MEGA-LUG BY EB>A IRON INC., OR EQUAL REQUIRED FOR lWO JOINTS BEYOND NEW CONNECTION 16" BUTTERFLY 1/ALVE MEGA-LUG RESTRAINT � OR EQUAL � -� �16" PVC C-900 DR-18 CLASS 235 PIPE WITH TRACER WlRE / -.,__ '-..., f- 8" WATERMAIN LOCATION N: 1 0 45722.44 E. 3003 0 3 5. 06 " '-.., "- .......... - WATERMAIN LOCATION N; 1045811. 0 8 E. 30030 91.05 POINT OF CONNECTION DETAIL DO NOT SCALE 45Q . .......... -..., J 0 0 + 0 � - -1--- COMM ----=�� --- � COMM COMM COMM --- '-..., COMM COMM COMM - ] \ COMM � INV. 44 3 .32' - . --- / L-- - -\-. / --- \im-, 440- - \ / ------ '-... ,.-- -) - "' \ I __ 4 3 0- - - - - \ / I � 40 I '-.., 'i 10" F/M ,w ___, \==� = ��= R E F E R EN C E M E \ JOB N o. 200644-00 SH EE T 6, F I L E N o. 28946 S.R. 162 - - -1- - - COMM COMM - - - - S N .2 --- i ""· � '=c ��� \ \ / = = i/ .--- - � ---� ........ � / ---•�--�- --· •• - --_ -•·•-- - •'•_ - --• _ • --- _ • •• =- ; r- ___,, ____ M_ - - - ,. ::;,E;:;:l;:��ATION \ I - - - '""" N. 1 0 46 3 89. 0 8 12,, ====�-� \ I ,._ , . .--- "" .,,,--� ; � s�� ..�,-·- _ - - - 0 e, 3003 ,.,_o, \ / .,.:. P ".... ..... \ I .....-�...._,/_ --r-- tr -__.,__ - - __. - � ��;";";����"";';':","'�� t /_,. JO ,,,... .,,. 1- \� -----� I - - 'IrR E F E R EN C E M EI JOB N o. 85048 CULTIVATE � FIELD r ;-- f'' \/ ::_-__:::�,:::-•:_. - \ I - 12" SH EE T 1, F I L E N o. 1409 3 \ I /t WATERMAIN LOCATION I � CULTIVATED FIELD \ \\ N: 1045811. 60 � \ E: 3 0 03 2 6 4. 6 8 t Koch Development Corporation \ \ WAT E RWAY CROSS I NG #4 \ > [j] 74-02- 36 -4 00 - 00 8 0 0H0 3 INSTA LL 150 L.F. OF 12" R E ST. JO IN T P VC C-900 D R-18 -----�\___l PI PE BY UNCAS ED BOR E W I TH TRAC E R W I R E 16", 12" AND 6" MAINS AS SHOWN ON THIS SHEET TO BE PVC C-900 DR-18 CLASS 235 PIPE WITH TRACER WIRE \ \ [j] loch Development Corporatian \ 74- 0 2- 3 6-40 0 -0 0 8. 00 1- 003 I \ \ \ \ I I / I \ - 40 2 0 0 __J o CL + en<O - r' 'I ;:: (/) (/) z wo Zo __J f­ :r: z (.) 0 f-- (.) <{ w 2z __J 20 0 40 PLAN No. 1 0 40 PLAN No. 2 REVISIONS BID SET C 2023 Midw,·.stemEngin��"- Inc. 802 Wc,;1 Bro..dway Street P.O. Box 295 Loogootee. Indiana 47553 DATE JULY 2023 DESIGN J.W.W. DRAWN K.J.G. !. N.R.M. Q.C. CHECK PROJECT NUMBER 2021089-01 8 8 OF 12 FIL£ NUMBER 43485 Do Not Use Plan Previews for Take Off