w w M � w � M !\g ::; , 1:1 � Q {11 i' � � w � = .. w < � i? .. � - Q ,al � w � � � �, w �I. aw.� -� , ,� �1 �" cl§ !�I �� �� ATER SYSTE PROVE ENTS DIV. Ill - NEW SR 550 BOOSTER STATION AND NEW SCENIC HILL BOOSTER STATION MAYOR BRIANT. ADER, MAYOR CITY COUNCIL MIKE ENGLEMAN, PRESIDENT CARROLL RAYHILL, MEMBER MARK McATEE, MEMBER DAVE SMITH, MEMBER JEREMY HOLLAND, MEMBER FOR THE MARTIN COUN 2025 CLERK-TREASURER LORI CARRICO PUBLIC WORKS SUPERINTENDENT BO WILSON ATTORNEY STEVEN TEVERBAUGH LOOGOOTEE, IN Quality Enginectirig Sctviccb Since 1959 Midwestern Engineers, Inc. 6809 Cor-porale Drive, � 802 West Broadway St., P.O. Box 295 Indianapolis, IN 4fi278 Loogootee, IN 47553 Ph: 317-334-0262 Ph, 8\2-295-2800 Website, midwes,cmcng.com Fax: 812-295-280\ Email, mcinc@midwcs,cmeng.com Consultants Civil Mechanical Electrical ' INDIANA Plummer 0 Newberry EdwardsPROJECT LOCATION Ragsdale DAVIESS 3 2 Cato 1Z PLANS CERTIFIED BY: �"f:� TREY M. KIDWELL, P.E. '7 REGISTERED ENGINEER No. PE12100483 STATE OF INDIANA QUALITY CONTROL REVIEWER: ' 7 73 5/22/2025 DATE DATE Georgia NOTTO SCALE BID SET COPYRIGHT © 2025 Midwestern Engineers, Inc. PROJECT NUMBER 2020078-00 1 FILE NUMBER __ OF 10 44972 Do Not Use Plan Previews for Take Off
" • Cl ---- �I � ---- "'I " i.i � - Cl '-l 0 r w w w z 0 <," 0 z 0 w" w w 0 M > �' 0 z w 0 ' N r z w, w > 0 " � w r w" w r w 0 0 0 ,g C ' wW C! s: . ' wO N9 o ro �- MO NO - N WO ··� Sw •• Ow -��" c, _;O �o wz a-, oo -· �o I- ,cc '--'N 0 .. £-= o ro <c I MARTIN COUNTY MARTIN COUNTY COMMISSIONERS INDIANA DEPARTMENT OF TRANSPORTATION HIGHWAY SUPERINTENDENT SCOTT SEALS PH. 1-812-247-2666 10753 SHERFICK SCHOOL RD. SHOALS, INDIANA 47581 PAUL GEORGE AARON SUMMERS J. CODY ROUSH TILITIES WATER/SEWER GAS: CITY OF LOOGOOTEE P.O. BOX 276 LOOGOOTEE, IN 47553 PH: 1-812-295-2497 CENTERPOINT ENERGY 1800 W. 26TH ST MUNCIE, IN 47302 BO WILSON DAVIESS COUNTY RURAL WATER SYSTEM, INC. P.O. BOX 129 WASHINGTON, IN 47501 PH: 1-812-254-4526 DONNIE MATTINGLY PH: 1-765-287-2119 JON EASTHAM HOLEY MOLIY SAYS, EAST FORK WATER, INC. P 0. BOX 488 "C(A]WLO LWOBREKINFGODRAEYS YPOLEUASED) IG" SHOALS, IN 47581 1-800-382-5544 INSlDE INDIANA 1-800-428-5200 FROM OUTSIDE INDwt6. PH: 1-812-247-2083 RAY HOPKINS r ' l�H SCHOOL _.!.,1 • R C I -��-.f..;-�) /.,. �W"' - r _, .__. _ ' !'Ii ·..--;; �:tW f r. f ' '. COUNTY COMMISSIONERS OFFICE 129 MAIN STREET SHOALS, IN 47581 PH 812-247-3731 FIBER COMMUNICATIONS CABLE. LOOGOOTEE COMM SCHOOLS 201 BROOKS AVE. LOOGOOTEE, IN 47553 PH: 1-812-709-3269 CHRIS BAUGH ZA YO BANWIDTH 722 N. HIGH SCHOOL RD INOIANAPOLIS, IN 46214 PH 1-765-341-1199 WAYLON HIGGINS SMITH TELEPHONE 1600 W TEMPERANCE ST. ELLETTSVILLE, IN 47429 PH 1-812-935-2423 BRAD HUDOFF CABLEONE, INC. DBA STARKLIGHT VINCENNES DISTRICT 3650 SOUTH U S 41 VINCENNES, IN 47591 PH: 1-800-279-5758 FAX: 1-812-895-7479 TELEPHONE: RTC COMMUNICATIONS 244 N. MAIN STREET MONTGOMERY, IN 47558 PH: 1-812-444-1224 STACY WEBBER ELECTRICAL: DUKE ENERGY 100 S MILL CREEK RD. NOBLESVILLE, IN 46062 PH 1-317-776-5320 DON McDUFFY /; , " \� ,-,-- r SCENIC HILL BOOSTER STATION 1-r--:c-, ' J 1 , f SEE SHEET 4 FOR SITE PLAN ,--.,,,: •J-,..-�-':"lr-,,;-1�--,.,' .2-----.:..,_ �\ \ 'r °4\,-- --- tr.!'.nwY.SOt�� ,..,...,.. M in ' :!'.\ I '-1 • • {'i , • ' ,_ Iii PROPOSED WATER __ _j!j) PROPOSED WATER MAIN & SIZE " PROPOSED GATE VALVE @ PROPOSED BUTTERFLY VALVE � PROPOSED BLOW OFF VALVE ? PROPOSED FLUSH HYDRANT i PROPOSED 2 WAY HYDRANT � PROPOSED 3 WAY HYDRANT • PROPOSED HYDRA STOP • PROPOSED INSERTA VALVE ® PROPOSED LEAK DETECTION l!il PROPOSED/ RELOCATED METER g PROPOSED PRV " PROPOSED CHECK VALVE * PROPOSED CUT AND CAP GENERAL NOTES: ----" EXISTING WATER 4" EXISTING WATER MAIN & SIZE " EXISTING GATE VALVE @ EXISTING BUTTERFLY VALVE ; EXISTING BLOW OFF VALVE t EXISTING FLUSH HYDRANT f EXISTING 2 WAY HYDRANT f EXISTING 3 WAY HYDRANT • EXISTING HYDRA STOP • EXISTING INSERTA VALVE r:1 EXISTING LEAK DETECTION ® EXISTING METER • EXISTING PRV 0 EXISTING CHECK VALVE 'f EXISTING YARD HYDRANT "' EXISTING CORP. STOP GENERAL TOPO " SIGN • SATELLITE DISH " RIGHT OF WAY MARKER ,a MAIL BOX o POST/BOLLARD @) SANITARY MANHOLE 1§ STORM MANHOLE @TREE _, __ _ WOOD/ BARBED WIRE FENCE ELECTRIC/ CHAINLINK FENCE [i§] HOUSE I H.T. I HOUSE TRAILER --m-.-BURIED TELEPHONE CABLE -9- LIGHT POLE 'Q--< POWER POLE/ GUY WIRE GAS MAIN ----·- TELEPHONE -•-•-•- FIBER OPTIC ------- OVERHEAD ELECTRIC � SURVEY CONTROL POINT � SURVEY MONUMENT "' ELECTRIC METER l'. W GASVALVE/GASMETER 1. TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER; THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. 2. THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICA DATUM (NAD83) ELEVATIONS ARE BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVO 88) 3. THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 1-800-382-5544 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN. 4. THE LOCATION OF EXISTING UTILITIES, ETC. SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS BUT ONLY A GENERAL LOCATION. ALTHOUGH THESE PLANS HAVE ATTEMPTED TO SHOW ALL EXISTING UTILITIES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN. THEREFORE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY CONSTRUCTION IN THE AREA. 5. EXACT LOCATION OF GATE/BUTTERFLY VALVES, HYDRANTS, FITTINGS, ETC. TO BE DETERMINED AT THE TIME OF CONSTRUCTION. 6 DOWN TIME COORDINATION MUST BE MADE WITH THE WATER UTILITY PRIOR TO WET OR DRY TAPPING EXISTING WATER MAINS. COORDINATE WITH BO WILSON, CITY UTILITY MANAGER, AT 1-812-296-6378 (CELL), A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO WET/DRY TAPPING OF EXISTING MAINS. 7. PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE SHEETS DO NOT REPRESENT THE PROPERTY SURVEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERENCE PURPOSES ONLY. 8. IF ANY ARCHAEOLOGICAL ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED DURING CONSTRUCTION, THE CONTRACTOR SHALL STOP ALL EXCAVATION WORK AND CONTACT THE INDIANA DEPARTMENT OF NATURAL RESOURCES, DIVISION OF HISTORIC PRESERVATION AND ARCHEOLOGY AT 1-317-232-1646. NO ADDITIONAL EXCAVATION WORK SHALL BE DONE WITHOUT RECEIVING THEIR APPROVAL 9. 10. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. IF CAVERNS OR SPRINGS ARE ENCOUNTERED DURING EXCAVATION, WORK SHALL STOP IMMEDIATELY AND THE INDIANA DEPARTMENT OF NATURAL RESOURCES OR THE U.S. FISH & WILDLIFE OFFICE SHALL BE CONTACTED CONCERNING PROPER MITIGATION MEASURES PLAN SHEET INFORMATION I I- C zz w ..: z ".."::_0 z o w !;i:- 0 > >- !;i: II r cw: n > r - n C: 11. >-w "" rn > ..:: o rn - 0 0 .., W ..:: mo om ti) --' ti) --' I- C: :t �; Q v, w ffi II Z O , rn W- � 2! ;: C REVISIONS BID SET C 2025 Midwestern Eng;m,crs. Inc. 802 Wesl Bro:idw:,y Street PO Bo., 295 Loogootee, lndi:ina 47553 DATE MAY 2025 DESIGN T.M.K. DRAWN J.A.J. Q.C. CHECK PROJECT NUMBER 2020078-00 2 2 OF 1 0 FILE NUMBER 44971 I Do Not Use Plan Previews for Take Off
0 0w " 0w c z c 00 " w c 000 0 M 9 z c 0 "w c 00 0m M > �' z 0 C w z \,., 0 ! o' ...,,, N ii 9 0 Q c ' z �I w � , w w � ' > "-'I 0 = " u C • .. � � -,: � , w - Q c l-l 0 .,, 0 " w ww ' c 00 0 ,o c", ·"� $" I 00 N9 0� "" oO NO - N 00 , Sw•• Ow- "Sc "> _j 0 oO wz � -, 00 -· �g LN �· '5 -E .� I I I 2" HOPE SDR-9 PIPE FOR SUMP DISCHARGE - 0+71 - - ..., __ _ i - - I I I I I I I PERPETUAL EASEMENT BOUNDARY,.-., I I I I j ✓ I I I I I I I I I � r I I EXISTING SIDEWALK TO BE REPLACED EXISTING 8" WATER MAIN---' MEI PROJECT No. 99027 DIV 1 ILE No. 31082 SHEET 13 I I I I ALL NEW PIPING SHALL BE 6" REST JOINT D I CLASS 350 PIPE AND POLY ENCASEMENT ALL FITTINGS TO BE RESTRAINED WITH MEGA-LUG RESTRAINTS BY EBAA IRON, INC 580.60 INV 578 80 ,/ ""- .,:. .. ·· . ·::": . .. . ,· .. : ··.. '... . .. . . , .. . .,. . . · . . . • ··• . .• · • . ..... .. . ·. . � . . . .. . . . . .. .. . . . : .. . . . ... .. . .. . : . I -------,...� --......._- ___ _ �-�------------'::::,-,-�-=-�-�-�-,7>;.: 0 I ' I I / I I I I I I ' I ' ' I I I I ' I ' I I I I I I ' I ' I I I I ' I ' I 590 JI 585 - 575 ;,; N 00 ,0 00 '" 0N 00 ,0 0+00 I I I I I I I I I I I I I I ' I I I I I ' I I I / I I I I I ' I ' I I ' I , I I I I / SJ I / - � I / • - N:1247981 96 E:3003298 08 N:1247987.75 E:3003310.09 N:1247975.68 E:3003315.90 / / / -H-t..---·-... / / ' _;--�l:l'c/-,-'' ''-'"~·-_••,._•• "''-c ··;,·1�·-'<:c..c.lj:IL-'-f-_jN:1247969.92 .,,,., E:3003303.87 i l_ _..... ----t-""tJ INDOT CLASS II DRIVE PER STANDARD E 610-DRIV-02 I . 6" CONCRETE ON I 6" TYPE II SUBGRADE . I. I. I .. SCALE: 1" = 5' r--r;; 0 2.5 ,., 5 - ------+-w�I- --,·---�-'<-.:::-,�- �-w--,~-__,,________ , , _ss �1 [;;:::,,__,,_ , � ..._ -... --. - 'II'----�-----~--,�,➔�----,�- ..Al--�------•--w-,---- ~-- ~--- INV:579.70 POINT OF CONNECTION WET TAP EX. 8" MAIN WITH A 8"x8"x6" STAINLESS STEEL TAPPING SLEEVE AND 6" TAPPING GATE VALVE STATIC PRESSURE•• P S.I 0+00 S.R. 550 o,o b J: I ,b G 0 oN k ci "' t 00 ' + fc �- 0" I + + 'P " - l > II � " ·1±1 � 1-- --' F '+; cu .w EX LG I RP.:ffiC ' RI -1 5or, E.-GR¼ID � 5©% I -- ..Op.¾ � I I I" -i- I - � -� - I ' I I 43' of 12" CMP @ 0.50%1 00 " "' m HORIZONTAL SCALE 1"=30(0 00 N "' '° " 00 - '° "' " " 00 " - - - - 0 0 ci 00 00 00 0 00 0 0 ,0 ,0 00 ,0 00 00 00 ,0 ,0 ,0 ,0 ,0 0+10 0+20 0+30 0+40 0 00 0'" iri co ,0 ,0 _,m ci1� 0" ,, > - <_? · 1 1 1 .() --' II I I " (/) UJ c,. -,� fu "' i,?s , I,- ;._, 0 '" - - ,0 - ,0 0 - 0 0 0 0 0 00 00 00 00 ,0 ,0 ,0 ,0 0+50 0+60 INV:579.92 - 00 - 0 ,0 ,0 0 00 0 ,0 00 ,0 0+70 590 ---- �------ 582--------- 0 585 ,11 - w" 3 w " 3 580 �o:: w > 575 • S.R. 550 BOOSTER STATION SITE PLAN I �c z2 w <( z "..":: 0- Z 0 w !;;:- 0> I- !;;: rJ) I-- IC ![ rJ) w ![ a. I- w "" rn ,-. ..:: 0 rJ) - 0 0 .., m o ..:: o m w "' --' I- "' --' ![ I �; V, w �w IC z 0 , rn W:: � :!: 3: C REVISIONS BID SET Cl 202s Miciwcstcrn Enginccn;. Inc. 802 W�,c Broadway Street P.O. Box 295 Loogootee. Indiana 47553 DATE MAY 2025 DESIGN T.M.K. DRAWN J.A.J./D.R.K. Q.C. CHECK PROJECT NUMBER 2020078-00 3 3 OF 10 flLE NUMBER 44970 I Do Not Use Plan Previews for Take Off
" z � Q Q � u• < :£ 0 □" wc w 00 m z cc w c w 00 " � □ z w m' N \,, � z w w > ...._ 0 11 C � ...._ vii wc .. w � Q w> w"wc 1, w0c 0 0 ,g C ' "" C. � . ' mo ,9 om '' •o "o�, mo -- � 2w ma Ow v I v L 12" • "' 14" #S's - c-._ '- / 0 < • X 0 I EXISTING 8" MAIN . . .. • 17 f---+ :.-.• D 11 ' 1 Q" • ' • . •• . . ' . .. I • ffi' I I") 2'-0" • 0 I . u"' l 5'-8" 27 14'-4" • ,/' 0- 'f / � / 3'-o" '- 5'-8" '-/ • ' . / ' 0 > 0 < ' I / )<J,_/ / � / '- '- / 14" • ' "' / " '' / ' - (2)-48"L � '-• I/ V \ #@S'EsA.T&CBORNER \ • - 8C"URCBONFCORRETE ACCESS HATCH , . . • • ' <O I N #S's V #S's i I I I 5'-0" 48"¢ PRECAST CONCRETE VALVE VAULT w/ WATERPROOFING MEMBRANE •""'lf-f--36" SQ. S.S. ACCESS HATCH w/ FALL THROUGH PROTECTION GRATING -7 6" EXH. VENT • n----_j__ ALUM. FLOOR ACCESS HATCH l 5'-0" 1 SwI/M I L3A'R- 0O" ,R3 'E-QQU" A LO PTEON I N G "BILCO" MODEL No. J-4AL (PROVIDE FALL PROTECTION GRATING) ssn. l'1N • l{)O(EJ) POSITION LADDER RUNG I I 0 I I 0 rm I I WALL SURFACE ',. I I rs: s: � I I SEI IIET"- DETAIL TYPICAL LADDER EXTENSION DETAILS SCALE: N.T.S. ft " S A H L IM A U I L M L L A . I RD L A A Y O D RD P E R E R O Q D U U A C L TS T " O MODEL No. L1D EXTRUDED ALUM. SIDE RAILS ¢:)" MOUNTING HOLES ¢1f "o" RIBBED RUNGS 16" I, I, 1 1 • '" 0<O I=======!� GALV. W6x9 STL BM w/ (2) ROWS ¢/-,!" 6" INTAKE VENT ---I� I I I I • H@OL1E6S" TOP FLANGE o.c. • <O- ' • • v - .. -2 CLR COVER TOP SLAB REINF. PLAN SCALE: 1/2" � 1'-0" 14 EXISTING 8" MAIN . . ' . . ' C 4V 8 A O U " N ¢ L C T R PERTEEC AVSATL V E -1- •. . . . .. � .:--,____--:· ______ 20 0 • . l +---{17 +---<18 -!o---<17 23}--tm 25 L __ ____ _J I I I I I I 12_'-_8"_____J 2 SLOPE "' I N PIPING FLOOR PLAN SCALE:1 /2" � 1'-0" l r 12 8 7 l ij 11 2'-0" . .• 1 ' a" • .. ' •.. ' . . ' 22 L_ _J 2" XPS INSUL. BRD TOP VIEW OF BOOSTER STATION � - FIN. GRADE SCALE: 1/4" � 1'-0" WATERPROOFING MEMBRANE . . ,., --' � - � -- --- - --- --, GENERAL NOTES 1 ALL PIPING, BENDS, TEES, & SPOOLS SHALL BE FLANGED DUCTILE IRON. ALL BOOSTER STATION PIPING & VALVES TO BE COATED w/ TWO FIELD COATS 2 MOFFR'TsNERMEECCOMSMEERNIEDSAT6IO6N.HI-BUILD EPOXOLINE OR EQUAL IN ACCORDANCE w/ ALL FITTINGS OUTSIDE OF BOOSTER STATION STRUCTURE SHALL BE INSTALLED 3 BwE/ FMLEAGNAGLEUDG FRITETSINTRGASI.NED JOINTS. FITTINGS INSIDE BOOSTER STATION SHALL 4 CONCRETE CURB FOR BOOSTER STATION ACCESS HATCH SHALL BE 6" MIN. ABOVE FINAL GRADE. MECHANICAL PIPING SCHEDULE SYMBOL DESCRIPTION VERTICAL SPLIT CASE PUMP, MODEL No. CR 15-2, 2"x2"x9", 7.5" IMPELLER, 1 70 GPM @ 62 ft TOH, 3500 RPM, 3 PHASE, 5 HP AS MANUFACTURED BY 3 GRUNDFOS PUMPS OR EQUAL 2 4",2j" ECCENTRIC D.I. REDUCER PUMP SUCTION 3 4",2" ECCENTRIC 0.1. REDUCER PUMP DISCHARGE 4 4' CHECK VALVE 5 RESTRAINED FLANGE COUPLING ADAPTER 6 4" BUTTERFLY VALVE 7 4"x4"x4" 0.1. TEE 8 4"x3" D.I. REDUCER 3" TURBO METER WITH AWWA STRAINER AS MANUFACTURED BY SENSUS 9 MTEOCDHENLO7LO11G3IEASC, INC. - MODEL No. W-350 DRS WITH REMOTE TOTALIZER 10 4" 0.1. 90' BEND 11 4" D.I. SPOOL 12 3" 0.1. SPOOL 13 COUPLING ADAPTER MANUF. BY FORD, MODEL # FCA-480-D4R 14 8"x8"x6" S.S. WET TAP SLEEVE 15 6" TAPPING GATE VALVE 16 8" INSERTA VALVE (NORMALLY CLOSED) 17 6" ANCHOR COUPLING 18 6"x6"x6" 0.1. TEE MJ 19 6"x4" 0.1. REDUCER 20 MEGA-LUG, SIZE PER M�N 21 6" 0.1. SPOOL 22 LINK-SEAL w/ WALL SLEEVE & INTEGRAL WATERSTOP, SIZE PER PIPE SIZE 0-60 PSI GAUGE WITH SHUT-OFF VALVE INSTALLED WITH S.S. SADDLE & 23 BWRI TAHS SP RFEI TSTSI NUGRSE (TGRAAUNGSED UTCOE RB E( SLEI QE UEI DL E FCI.L LDERDA WWI NI TGH) j T U R N B A L L V A L V E ) 0-100 PSI GAUGE WITH SHUT-OFF VALVE INSTALLED WITH S.S. SADDLE & 24 BWRI TAHS SP RFEI TSTSI NUGRSE (TGRAAUNGSED UTCOE RB E( SLEI QE UEI DL E CF I.L LDE RDA WWI NI TGH) j T U R N B A L L V A L V E ) 25 ALUM. LADDER w/ SAFETY EXTENSION (SEE DETAILS THIS SHEET) SUMP-PUMP ZOELLER MODEL 137 1/2 HP. 115V 1 3500 R.P.M. W/ LEVEL 26 LCEOVNI NT RT OO NL FI NLDOUA TS T RC IOA RL D G RC AODNEN E COT RE D ,E QPURAOLV, I DWEI T HS I NCGALREL O2N0 AE 9RUEVCCE PI TNA-CUL SE ,E WEATHERPROOF COVER 27 I0G-P21500-Ap2s2iDE1LFE-CMT1RONIC PRESSURE TRANSMITTER BY FOXBORO MODEL 28 LAOLLWENSUBCRTAIODNLEYPRBEUSLSLUERTEIN S8W3IT6CH, 4-150 psi, 2-25 psi DIFFERENTIAL, 29 6" CHECK VALVE 0 . GALV. W6,9 STL BM w/ T(2O)P ROOFWSFL¢AN/-,!G" EHO@LE1S6" O.C. \ PS IUMSI LHA RT ROORL L EEYQ U&A L HTAON D" HCAHRARI INN GHT OO NI S"T MODEL No. PTF2D05 & CFD05 #5 BARS SIDE VIEW FRONT VIEW TYPICAL LADDER DETAIL SCALE: N.T.S. .. : . . • • IWNATLELG RSALLE EWV AET EwR/S T O P P"LEIRNKP-ISPEEALS"IZSEIZED DSH.I.OWPNIPEONASPLAN TROLLEY BEAM DETAIL 2 TYPICAL REINF. AT PIPE SLEEVE 1 PIPE PENETRATION DETAIL SCALE: 1" - 1'-0" SCALE: 1" - 1'-0" A L UwM/. F3L'O-O0R" , 3A'C-C0E" S SO PHEANTI NC GH SIMILAR OR EQUAL TO "BILCO" MODEL No. J-4AL (PROVIDE FALL PROTECTION GRATING) - -"" 0) 8'-8" I= n-n ,. � 7� ';;...., r • 0) 11 � j 11� " SCALE:3/4" � 1'-0" r E 62 X " ' T O E 0 N F .1 F . D C T D L H O - E W 3 N F 5 L W 0 O AO R S R D C. R IE S N E E T N O C E U D P R IE T IN P T A A I P K M E E I N T P IM O IP UE P M , I T O W F ALL Jil /, "\ SLOPE T/CURB =3 ' -c H2%ATCAHWAY FROM � 6+)) � • 0 " SST UA NP DP OO NR "T S A DMJOUDSETLA BNL Eo . PSI P9 E2 (MIN. OF 6) PUMP PEDESTAL REINF: 6" MIN. #8 CRUSHED , m DRILL & EPOXY STONE BASE � ::. ::. ro - (8)-#6 VERT. DOWELS INTO MAT 3' Q" \ FTG & EVENLY SPACE INSIDE +------ --\-+ #4 HORZ. BARS @ 8" O.C. (2)-SETS OF #3 TIES @ 4" O.C.) SECTION \�-#4 DOWELS @ 8" O.C. A SCALE: 1/2" - 1•-0" (BEND INTO MAT FTG) S.R. 550 BOOSTER STATION REVISIONS BID SET 0 2025 Midwestern Engineers. In<:. P80.O2.WBocsxi 2B9r5oadway Strc�t L\JQgootcc. Jnciian" 47553 DATE MAY 2025 DESIGN T.M.K. DRAWN J.A.J. Q.C. CHECK PROJECT NUMBER 2020078-00 4 4 OF 10 I Flt.£ NUMBER I 44969 Do Not Use Plan Previews for Take Off
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