Midwestern Engineers, Inc. Plan Preview

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HelbertMIC!lael Jr & v-rc1<,Faye 14-12-32-100.007.011-016 of Boonville INSTALL PIG RECEIVING STATION REFER TO DETAIL No. 3 THIS SHEET I I / I l"!i \ \ • • 74-12.a,,.100.000O(l(H)l6 Schmi<llFamny Trust INSTALL IN-LINE PIG RECEIVING STATION REFER TO DETAIL No. 2 THIS SHEET • EXISTINGWELLNQ 7 1 I • L 74-12-32 100-007000-016 l±== - ""'""" �.�.. TOPOf P!..ATFORMELEV. 391 � -TOP Of CONC PIT ELEV 383 07" " \ , '\_ · ! J POINT OF CONNECTION DRY TAP INTO EXISTING 6"(?) RAW WATER MAIN WITH A 6" D I. 90" ELBOW, A 8"x6" D.I. REDUCER AND 8" GATE VALVE STATIC PRESSURE 60 P S I .. · , I "�., 11 '- •.,-J6" EXISTING\l'aELLNo. 10 TOPOf'P LATFORM ELEV. t392" TOPOf CONC Pff ELEV t361 ' POIN T OF CONNECTION D.RY TAP INTO EXISTING 16" CAPP ED TEE WITH NEW 16" RAW WATER MAIN I 74-12-32·10().-007. 001.. . 016 Schmidt Family Trust.2014 INSTALL PIG LAUNCHING STATION REFER TO DETAIL No. 1 THIS SHEET STATIC PRESSURE 63 P.S.I J2"A SN2 S.N. 4 POINT OF CONNECTION DRY TAP INTO EXISTING 6" RAW WATER MAIN WITH A 6" D.I go 0 ELBOW, A 8"x6" D.I REDUCER AND 8" GATE VALVE STATIC PRESSURE 63 P S I TOPOF PLATFORM ELEV l90.95' • TOPOF CONC PIT ELEV 382.63' ;,, // // Ii � //�������:LEV. 390.68' 1 1 {;\ "" TOPOF CONC PIT ELEV 381 64" � -----u= ----- INSTALL FOUR (4) 16"x16"x8" 0.1. WYE I � INSTALL PIG LAUNCHING STATION REFER TO DETAIL No. 1 THIS SHEET 11 I INSTALL PIG LAUNCHING STATION REFER TO DETAIL No. 1 THIS SHEET FITTINGS � / . t�_.:.;/:.<�5�:� � . ·;•".' t�:. 8"·, ..,......... _,,-:t:::::::- - :"/?>·,::.;iP-;·'.''':;Z,:si_ -e'I INSTALL PIG LAUNCHING STATION REFER TO DETAIL No 1 THIS SHEET EXISTING'NELLNo 9 ToPOf PLAT'FORM ELEV. 389 7"1" TOPOF CONC PIT ELEV 381 4· , •�GWftLLN�6 ,'!'I. TOPOF PLAifORM ELEV. 391 09" TOPOF CONC Pff ELEV 381 (17' ,,_ WELL FIELD SITE PLAN SCALE: 1" - 100' POINT OF CONNECTION DRY TAP INTO EXISTING 6" RAW WATER MAIN WITH A POINT OF CONNECTION DRY TAP INTO EXISTING 8" RAW WATER MAIN WITH A 8" 0.1 go 0 ELBOW AND 8" GATE VALVE STATIC PRESSURE 61 P.S.I 6" D.I. 90 ° ELBOW, A 8"x6" D.I REDUCER AND 8" GATE VALVE STATIC PRESSURE 61 P S.I SPECIAL NOTES: S.N. 1 ALL EXISTING WATER MAINS SHOWN WITHOUT CROSS HATCH TO REMAIN IN PLACE S.N. 2 ALL EXISTING WATER MAINS SHOWN WITH CROSS HATCH TO BE RETIRED IN PLACE S.N. 3 CUT, CAP AND RETIRE EXISTINGWATER MAIN 4 CONTRACTOR TO POTHOLE EX. MAIN AND VERIFY SIZE AND MATERIAL PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ' GENERAL NOTES: 1. ALL NEW FITIINGS TO BE RESTRAINED WITH MEGA-LUG RESTRAINTS BY EBBA IRON, INC. OR ENGINEER APPROVED EQUAL 2. ALL NEW 8" PIPING SHALL BE D.I. CLASS 350 PIPE WITH 8 MIL. POLYETHYLENE ENCASEMENT AND TRACER WIRE. 3. ALL NEW 16" PIPING SHALL BE D.I. CLASS 250 PIPE WITH 8 MIL. POLYETHYLENE ENCASEMENT AND TRACER WIRE NOTE: THE ENTIRE WELL FIELD IS WITHIN A 100 YEAR FLOODPLAIN. A CONSTRUCTION IN FLOODWAY PERMIT IS NOT REQUIRED SINCE NO IMPROVEMENTS ARE WITHIN A FLOODWAY. SS SOLTS INTO _Yi" ---._ CONCRETE ANCHORS PRECAST MANHOLE -----1 72" FOR THE 16" PIG LAUNCHING STATION " "' X" x 74" DIA. ALUM. DIAMOND PATTERN COVER WITH A 1_Yi" x 1_Yi" CROSS PATIERN ALUM. ANGLE SUPPORTS, LIFTING HANDLES AND 2" ROLLED ALUM. SK!RT AS SECURED TO MANHOLE WITH (4)Yi'° x 1_Yi" S S BOLTS INTO _Yi" HILTl CONCRETE ANCHORS OR ENGINEER APPROVED EQUAL. • 48" PROVIDE (2) X" DIA. ----c LIFTING HANDLES 16" D.I. CL-250 PIPE -� OR 8" D.I. CL-350 PIPE SIZE OF MAIN IS AS INDICATED ON PLAN SHEETS FOR THE 8" PIG LAUNCHING STATIONS , FLOW -- M.J D.I "Y" •, • _,--- GROUT SEAL VOIDS - -°'--- INSTALL MECHANICAL JOINT RESTRAINTS 1 PIG LAUNCHING STATION DETAIL --- #11cCRUSHED STONE DO NOT SCALE SS SOLTS INTO _Yi" ---._ CONCRETE ANCHORS ----''"' '----r - " @J PRECAST MANHOLE -----1 ' PROVIDE (2) X" DIA. �LIFTING HANDLES 72" FOR THE 16" IN-LINE PIG RECEIVING STATION " " . 1---j .. •, . X" x 74" DIA. ALUM. DIAMOND PATTERN COVER WITH A 1_Yi" x 1,Y,:" CROSS PATTERN ALUM. ANGLE SUPPORTS, LIFTING HANDLES AND 2" ROLLED ALUM. SKIRT AS SECURED TO MANHOLE WITH (4),Yi" x 1)!," S S BOLTS INTO _Yi" HILTl CONCRETE ANCHORS OR ENGINEER APPROVED EQUAL. GROUT SEAL VOIDS 16" 0.1. CL-250 PIPE -OR 8" D.I. CL-350 PIPE • • SIZE OF MAIN IS AS INDICATED ON PLAN SHEETS • .......... FLOW M.J.D.L "Y" -°'--- INSTALL MECHANICAL JOINT RESTRAINTS 2 - IN-LINE PIG RECEIVING STATION DETAIL --.._ -#11cCRUSHE0 STONE DO NOT SCALE SS SOLTS !NTO Yi°' ----... CONCRETE ANCHORS PROVIDE (2) %" DIA LIFTING HANDLES 16" 0.1. CL-250 PIPE SIZE OF MAIN IS AS INDICATED ON PLAN SHEETS �-- �" x 74" DIA. ALUM DIAMOND PATTERN COVER WITH A 1.Yi" x 1)!," CROSS PATTERN ALUM ANGLE SUPPORTS, LIFTING HANDLES ANO 2" ROLLED ALUM. SKIRT AS SECURED TO MANHOLE WITH (4)Yi" x 1_Yi" S S. SOLTS INTO}'2" HILTl CONCRETE ANCHORS OR ENGINEER APPROVED EQUAL. " " . 48" •• FOR THE PIG RECEIVING STATION • PRECAST MANHOLE • .. .. ' FLOW -- ' •, • " • . " .. 3 - PIG RECEIVING STATION DETAIL DO NOT SCALE REVISIONS ; - - " "' u !'; ·: E U , u 1W ' a -'ci '";;i � u ::: ·a • -=s t �� o, c, ' ). :� �, , ,,,:"wm" 11 ''•,,,,. � \\\' . 0 � � § �� � c,\STE.q l: 0-, '\ :;: q. I) � "' No "a - . � �� PEll300241 ;j \� STATE OF /:: i '\� 8 1 No,.�._ ��� �,,,. I /ONA\.'-�, ,,� �,,,,,,...11,,''" �tJ.� 4/26/2023 BID SET C 2023 �1idwe<tem Engi11<."Crs. Inc. 802 We,,! Broadw�y Sirct'l P.O. Box 295 LlXlµool¢C. lndinn.i47553 DATE 2023 DESIGN C.W.R. DRAWN K.J.G. Q.C. CHECK PROJECT NUMBER 2022012-10 3 3 OF 5 I FILE NUMBER I 43078 Do Not Use Plan Previews for Take Off