0 ,r ""> '' > CD " z ,r �I 0z F u 0 : 0 , : r , a. 0 I CX) 6'- 0 " ( " I . w : , ,- ':.�·�,..�••.:..': ..,:_,,';. '·/·-.-..".'.. - . .. �- .'. .� ; :� �: . _ :,>·\·-<:�:"' · - -� . . . . - . " .....,.... -�- . .,:._. ,;•:· ( ·',,' .• .:·;._ ..-.-: .. :• .. '."," ··• · - - • ::.,,- ;: .,�/:-. -' •' ':., n 1 ' -2" V A LVVAEL VB EO XB OA XL I GT ON EGRR AA ND DE (3 REQUIRED)---! {NO) ' I t t 11 0 I r-- co l I D 0 STRUCTURE - LOWER PLAN VIEW I--------�� i, SCALE:½"= 1'-0" S LRAEBI NwF/ O4 8R"CxE4D8 "B O" DP CE NOINNCGRFEOTRE "HALIDAY S2R4848" ACCESS HATCH OR EQUAL 7------..,J T /SLAB $ EL 609.0'± PRGJPOSED 1B" DI RAW PROPOSED 1B" DI RAW WATER MAIN PIPE-----,��-WATER MAIN PIPE BY DIV I CONTRACTOR BY DIV Il CONTRACTOR CL. PIPE $ EL 60t0'± / I 1 ✓ ' ' / / I I I I I I r / 9 PWRAOT PEOR SMEADI N1 8P" I PD EI R A W BY DIV I CONTRACTOR T /SLAB $ EL 601.83'± 1 I I t I I I I I I I I I I I I I I II II I I I I II II II II I I I I "- _ .. : . • .. l' .. •. 171--P ..- ,. 48" MIN. + 6'-10"8'-0" 1 4 ' -0" 80" MIN. NUMBER 2 31 5 46 7 8 1 9 0 11 1 1 2 3 1 15 4 1 1 6 7 1 1 8 9 2 2 0 1 I I I I I I I I I I I I II II II I I I I I I II II II PIPING KEY PIPING E1 8x "i sPt i rnogp 1o 8s "e d0 .D1 .I RRaaww WWaatteerr MMaai inn 1188"" MDIJM4J5x PE Cutting - In Sleeve ° Bend 18" DI 45 ° Bend MJ x PE 1188"" BMuJttWeryfley Valve w/ Valve Actuator on Solid Block Support 1188"" xDI1P6"ipDeI Reducer MJ x PE 1 1 6 6 " " B D u I t P te ip rf e ly Valve w/ Valve Actuator on Solid Block Support, And Valve Box and Stem to Grade 1468"" Fxlo4w8"MDaogunbeleticLeFalof wAcMceetsesr Hatch Aluminum Cover 1R4e"mxo1te4"Txr a1n0s"md iFttoerrmwe/ dCSabulme p(See Electrical) C GNe o ro o n u p c t r r ee F t n l e o e o S S r t r t S e ul p c o t s p u e r @ e d t ( 1 o 8 6 ' S" x u O 6 m . ' C x p . 7 A to . r 3 e w 3 a ' /i1.204.") oRfeFininfoisrcheedd CFloonocrrete w/ Waterproofing Seals CN eo on pc rr ee tnee PPi pi pee SSuepapl o( r "t Lai ns kN-eSc ee sasl "aor yr E q u a l ) Grout Floor Slopped to Sump Area 7 7 ,---,--'-'--�-,- \ I I r I E X IWS TA ITNEGR 1M8 "A DI NI RP AI PWE (TO BE ABANDONED IN PLACE) 1 I I t I I I I I I I I II II II II I I I I I I I I I I I I II II II (NO) , / ' I I I I ' I I I I \ ' I 1 I I / PROPOSED CONCRETE STRUCTURE - SECTION VIEW 1/2" = 1 '-0" AFTER TESTING AND ACCEP ANGE OF NEW 24" RAW WATE , MAIN, EXISTING 18" I RAW WATER MAIN PIPE IS TO BE ABANDONED IN LACE tr P-1 I/ I I A I I I I : /[ 1/: I I ,I I I I I I REINFORCED 8"D ONCRETE I J, SLAB w/ 48" x 48" OP NING FOR I / I "HALLIDAY S2R4848" ACCESS HATCH R EQUAL--+-L-f----t----t=t�· _p_� _<::i_D /i v I 1 /: ' I I J I 1 / 1 I I I I I /( '? 0:, I 5 ' - 0 " : ,.,�--------- 1 /I I/ I r I I I I /1 J/ I I I I / I J I 1/1 I I I· I I /1 1/ ! r /i �'r----_:,/1 I , I 6 >-----< / ( 3 l------1 / / / / / 2 ,___, t I 6 >-----< 9 l----1 10 ,____, I I 6 l---l / / {NO) 1 '-0" {NO) 13 PWRAOT PE OR SMEADI N1 8P" I PD EI R A W BY DIV I CONTRACTOR PWRAOT PE OR SMEADI N1 8P" I PD EI R A W BY DIV Il CONTRACTOR 5'-6" 'I t 2 S CA E O S R O P V R O IC D S E I S N I D A B T L IS E E R . W U C PO O T R O IO K R ND T S I O N A A M S T IN E M I D MU O I C Z WH E N TIME WITH OPERATOR IN ADVANCE. If\ , I __-EXISTING 18" DI RAW U ' WATER MAIN PIPE ) FLOW METER STRUCTURE - PLAN VIEW AT GRADE SCALE: 1"= 40' PROPOSED RAW WATER METERING STRUCTURE WITH BY-PASS PIPING SCALE: AS SHOWN N1.OTERSEF.ER TO MISCELLANEOUS DETAILS FOR RESTORATION OF EXISTING SURFACE . 32 . ILNOSCTAATLEL EEDX IPSITPIEN GI N 1T8R" EDNI RC AH WP EWRAMT EI SRCME LALI NA NPEROI OURS TDOE TDAEI TL SE RAMNIDN ISNPGE LCOI FCI CAATTI OI ONNOSF P R O P O S E D M E T E R I N G S T R U C T U R E . RESTORED GRADE TO SLOPE AWAY FROM TOP SLAB ELEVATION OF PROPOSED STRUCTURE. (BY DIVISION II CONTRACTOR) 4. TOP AND BOTTOM SLAB ELEVATION OF PROPOSED STRUCTURE WILL BE DETERMINED ON EXISTING RAW WATER MAIN PIPE CENTERLINE ELEVATION . • SPECIAL NOTES: • UM PA OI NN I NC SOTMAPL LL EA TT II OO NN AA NN DD AA CC CC EE PP TT AA NN CC EE , OTFH NE EPWR OWPAOTSEERD BUTTERFLY VALVE SHALL BE PERMANENTLY CLOSED. .-4 .-4. z ...I � ..I -< w � 3: N z ..I � Cl 0. z 1-1 .... 1-1 11,1 co . z ::c � ::, I � - � z ::E 0 ::J 3: u.. 0 w (J z � � 1-1 1-1 � z u (J 1-1 1-1 1-1 REVISIONS BID SET CMid2w02e5stern Enginet·rs.hie. 802 Wc:sl Bromlway S1reet P.O. B01;. 295 Loogootee.Indiana 47553 DATE APRIL 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK N.A.K. PROJECT NUMBER 2024090-00 6 6 OF 29 I FILE NUMBER 44650 I Do Not Use Plan Previews for Take Off
RkJQdWJsaXNoZXIy NjAyODM2