� z w � 0 0 �' zw w w w 0 0 i , i3/ ffi '�� � cr-l m �-0 ....... "" °'1 �o "'1�9 u £'.I� = u mo ill'°"" < � al g .. A • Iii ... or � ,, w·� <', 8� "- , 00 �5 ,� •• , . <> l----------------- - - ---------- - ---27'"3"-----------------------------------I 1------ 4-'-6" - - ----1 1----- -41-6"------1 F- LFOI NOIRS HEELDE VS. T7A5T8I. O1 7N" 7( H/ 8I L" 0T I AHNAC HS O. SRUBPOELRTR O D ) A N1 -C1H/ 8O" RWCI DLEI PS L O T 1---2'-11"---l-- - -+--------------- - - - -----21'-8"------------------------+- - ----J---2'-11"------l [ 757.48' 0w 5/ 10A5 1D BD RB RF OS PR LMI CSEA BV AE RR S; \ S[ SHEEEESTEFCOTRI OQNTAY ]T H I S TYP. ALL COLD JOINTS -COLD JOINT j ------ --- � - -� - - ---- - ---- ----------- [_57.:_ ---- ------ - 4'-0" 2'-7" 0'-11" _ f- - -�� e--cbLoJOINT -- -- ANCHOR BOLTS � t _ _ _ _ _ ,m-, :.,,- 1 :--..:: c,---2 " DIA. SLEEVE FOR MAIN F- - -7-'°qJJ/7 /, ( -.::::-, \ ._,.,,,- Pl ING CONNECTION NOTE· FOUNDATION CUTOUT MUST BE _J______ -r-' s--+---��m'1 °,U'__J_' \\ I T , \ -=in� ' 1 \ - // -!---+, --------------! PROVIDED TO ACCOMMODATE \ .1= )- __ _ ---1 _ �--:1/ ADEQUATE SPACE TO 12" INFLUENT WATER MAIN _J - I--7 - ---� I � ___CO _ N_ _ NE_ C _ _ T _ M_AI_N_PI_ P_ IN_ G_ _ __ � -- 7 24" DIA. SLEEVE FOR Mf,IN-----..... ,._ ..- � PIPING CONNECTION f � ,/,_;;:. �� 'J=-= .---= --= -=... 4'-2" I ( \\" < ' t.,,,__JI l-1 =-h== �� 5'-0" 1'-6" SEE SHEET 6 I � COLD JOINT I '-..___ N r N-SHRINK GROUT ROUGH-FORMED FINISH ---1 I 1F' -O0 "USNKDI AD TOI OUNT LWI NAEL L& _ _ _I _ I _j � 6O"VSELRA BM IwN/. #64" RC EOBMAPRA@C T 1E6D" AOG. CG. . EBAACSHE .W A Y � FLOAT AND TROWEL FINISH NON-SHRINK GRdUT 8" DIA. SLEEVE FbR / _@--�--l9 �i'----12" EFFLUENT WATER MAIN -----�".'.;7- - -- -f',_ SEE SHEET 6 _,---- f--_,-,,.---2C'-O3'L'-D JOINT "' 4' DRAIN PIPE L 2"CLR TYP � \_ ISNDSRT-A2 L6LF3L1O LO. FR. DORF A4I "NP V C LINE@ 1.33% SLOPE 8'-11" FAIPNPI SRHOEXD. SSTLAA TBI OE LNEFVL. O7O5 7R. 5E0L' E V . 7 5 8 . 1 7 ' ----SAW CUT JOINT I 1L ____-----,=--- _____- 1 [ 757.48' NOTE: CONSTRUCTION OF SIDEWALK SHALL BE WA FI TT HE RT HS ET AI NT ISOTNA LMLAONFU TF HA EC TBUOROESRT IESRCBOUMI LPDL IENTGE D 5'-0" '-758.10' \_ _:_-�, ¥---'\� 757 50 \..757 48" B",6' CONDUIT CUTOUT I ------Jr -_ f I' I )I 1 x.__ -I I 1'-4" NON-SHRINK GROUT -- --',�)-..--11 I I SEE SHEET 6 _/" / b._,--� #4 REBAR rv 11 ---i---_ I ' ------ SAW CUT JOINT __I 64 "" TT U. CRONN DC O. wW/ N4 XF4T- GW. 4SXTWE 4E LWTWR ORW. &E L wT R/ LOI WG HETL BC RUOT SO ME VFEI NRIYS H4 '. FSOARW O R FULL SIDEWALK WIDTH. � 8" ---1'-10"--- =::>--TYPICAL ANCHOR BOLT ON MAX. 48" CENTERS. '· --- ANCHOR BOLTS SHALL BE PLACED WITHIN 758 10' A ' _1-----� /3 12'" OF EACH CORNER. SITE CONTRACTOR SHALL 1_ 3'-11" FCOORO RA DNICNHAOT RE WB OI TLHT SPTOASTI TI OI ONNMI NAGN U F A C T U R E R 757.48' 757.00'_/ f--- - -- - - - --- - -- - -16'-2"-- -- - ----- - ------+------------------------18'-9"- ------- - -------------I i----------------------------------------------- - -34'-11"--------------------------------------------------..j CGOENNETRRAACLTNOORTSESH:ALLPERFORM ALL FOUNDATION WORK RELATED tTEMS IN A NEAT, WORKMANLIKE,&PROFESSIONAL MANNER. &THSIKSIDFOMUFNGDRADTIROANWPINLAGNNSOH9A4L8L5B0-E8U-0S0E1D&IN94C85O0N-BJ-U0N02C.TION WITH AND COORDINATED WITH ALL MECHANICAL, ELECTRICAL, CIVIL, DARLLAWLOINCGATNIOON9S48O5F0-SBL-0A0B1&PE9N4E8T5R0-A8T-0IO0N2.S SHALL BE COORDINATED WITH ALL MECHANICAL, ELECTRICAL, CIVIL,& SKID MFGR COMPACTION OF AGGREGATE BASE UNDER SLAB TO BE 95% OF MAXIMUM STANDARD PROCTOR DRY DENSITY. ANCHOR CLIPS BY ENGINEER FLUID INC. (EFI), OR ENGINEER APPROVED EQUAL, ANCHOR SOLTS&NUTS BY SITE CONTRACTOR. ANCHOR BOLT DES!GN AND DIMENSIONS BY STATION MFGR. SHIMS MAY BE REQUIRED AROUND PERIMETER OF BASE FRAME TO ENSURE PROPER LEVELNESS SAW CUT JO\NTS SHALL BE SPACED NO MORE THAN 1 D' 0 C UNLESS NOTED OTHERWISE ON DRAWING. EGNEGNIENREAELRNSOHTAELSL:APPROVE CONCRETE MIX DESIGN BEFORE BEING DELIVERED TO THE JOB SITE. CEMENT SHALL BE TYPE I OR II, GRAY,&CONFORM TO ASTM C 150. ALL AGGREGATES USED IN CONCRETE MIX SHALL CONFORM TO ASTM C 33. WATER USED IN CONCRETE SHALL BE CLEAN POTABLE WATER MAXIMUM AGGREGATE SIZE SHALL BE 1 INCH. CONCRETE SHALL BE READY-MIX CONCRETE IN ACCORDANCE WITH ASTM C 94 "SPECIFICATION FOR READY-MIXED CONCRETE". BAUL LI L CD OI NNGCSR" &E T LEAWT EOSRTKESDHI TAI LOLNCOOFN AF OC IR3M1 8T O" B UR IELQDUI NI RGECMOEDNET SR EOQF UAI RC EI 3M0E1 N" TS SP EFCOI RF I CS AT RT IUOCNTSUFROARL CS OT RNUCCRTEUTREA" . L C O N C R E T E F O R MM AI NXI MI MUUMM CSOL MU MP RPE=S4S IAVFET SE RT RWE AN TGETRH =R E3D, 5U0C0 I NP SGI AA DT M2 8I XDT UA YR SE MAXIMUM WATER/CEMENT RATIO (W/C)= 0-48 CA OI RN- ECNRTERTAEI NEIXNPGOASDEMD I XT OT UFRREESE SZ IHNAGL LS HCAOLNLFHOARVME TAOI RAISNTTMR O2 D6 0U. C E D I N T O T H E M I X OF 5 % ± 1 % . ADMIXTURES CONTAINING CHLORIDE OR CALCIUM CHLORIDE SHALL NOT BE USED IN CONCRETE MIX. RFAEBINRFICOARTCIOEMN&ENPTL:ACEMENT OF REINFORCING STEEL SHALL CONFORM TO ACI 315 "MANUAL OF STANDARD PRACTICE" AND LATEST EDITION OF ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". ARNEIDNFAOSRTMCINAG10S6T4EREELSSPHEACLTLIVBEELDYE. FORMED BILLET STEEL AND OR SMOOTH WELDED WIRE IN ACCORDANCE WITH ASTM A 615 CONCRETE SLAB FOUNDATION PLAN (NOT TO SCALE) ANCHOR 8" CHANNEL BASE FRAME "' 7"";.,sl;;i;;it===el===,,.i;�---='I_ =J_k SLOPE i" TYP. FINISHED SLAB ELEV. 755.oo· • • 757.48' · "'· . SHHI LITMl HWI TH E- NR EN E5 0C0EVS3S A R Y E( 4P" OMXI NY . AEDMHBEESDI VMEE NOTR) E Q U A L 8" CHANNEL BASE FRAME ¼" PLATE \ #4 REBAR@ 16" 0 C. EACH WAY \ 6 6 " " T l 2" 1" 1 '-0" 11" · . -.,, . . - • , . , . 8" FLANGE ANCHOR CLIP B7 /O8 L" 0T &A NNCUHTO R ANCHOR BOLT fW" IESAOTLHAETRI OSNE JA OL AI NNTT w / 1 5% SLOPE AWAY FROM BLDG r &4 "6T". CT UORNNC .DwO/ W4 XN4F- WT G4 X. WS T4EWE LW R TROWEL w/ LIGHT BROOM FINISH FINISHED GRADE BE 2G L 4 RO " AW M D I N F E I . N . �'. . !i �{ir' -"',---f-----\__(2)-#4 HORZ. B6 "A MS IEN W. CI TOHM CP OA MC TPEADC TAEGDG . FILL AS REQUIRED #4 REBAR@ 8" O.C. EACH WAY ---2'-0'' URNESDTISFTOUURNBDEADTSIOONILON--- 4'-0" l--12"� SECTION A (NOT TO SCALE) 12" D.I. PIPE F2 4O"RDMI AA. ISNLPEIEPVI NEG CONNECTION FLOSKOIRD I 2'-11'' TDOI AC LS LOE FE V2 E4 " 1 1' -8" --------: j,-11,----1.� N OS NA N- SDH/ GR IRNAKVGE RL OF IUL TL ,-1 I I I I I 12s_4· . I I I 12" D.I. 90° MEGALUG R EL E B S O TRW A W IN I T T S H --- -+-- � AND CONG. THRUST BLOCK � ..... :,;�·..��·.,..,_ � • i_);-./:�}.�>.� ', - • "��"" :,;:_,� ��·,: ,.• BARS 6 MIL SHEET BOND BREAKER NOTE: CONSTRUCTION OF SIDEWALK SHALL BE WA FI TT HE RT HS ET AI NT SI OTNA LMLAONFU TF HA CE TBUOROESRT IESRCBOUMI LPDL IENTGE D MB UE ITL AD LI NSGI DWI NAGL L PT RY EP SE SP- SS XE ADLI RGEACSTK DE RT I CV OE RGPAOSRK AE TT I OS YNS T E M FP IHN: I S1 -H8E0 0D- 3G4R8 A- 7D3 E2 6 IFNLSOTOARL LD 6R0A LI N. F L. IONFE @4 " P1V. 3C3 %S DSRL-O2 6P E SEE SHEET 6 3I N' GL E#S4SR/ EEGB RA ER SASBPOI VP EE S TO BOOSTER STATION 12" D.I. WATER MAIN 4'-0" MIN DEPTH OF BURY INGRESS/ EGRESS PIPE DETAIL (NOT TO SCALE) SD TR AA TWI OI NNGMS ASNTUA FMAPCETDU BR YE RA TPOR OP RF EOSVSI DI OE NSAHL O P ENGINEER REGISTERED IN THE STATE OF INDIANA BOOSTER STATION FOUNDATION DETAILS REVISIONS BID SET C 2025 Midwestern F.rigineers. Inc·. 802 West Broadway Strccl P.O. Box 295 L-Oogo<.Me. Indiana 47553 DATE JUNE 2025 DESIGN RDW DRAWN MMC a.c. CHECK PERKOJPECT NUt.lBER 2023076-00 1 1 11 OF 1 6 I Fll.E NUMBER I 44978 Do Not Use Plan Previews for Take Off
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