� z �I Cl � Q "' ---- ss1 - .. "' < !; - 0 Ill w •- z ;:, ww '" w ,,� <> �z .8 .w NW 00� ' N� -g "" ao �z - ow-��� ,., " -ozu 0 ' 0 ;ii 6Y '" �i <� 1 2 3 TEMPORARY CONS E T A R S U E C M T E ION N T - RIGHT OF WAY*=---_, REINFORCED BACKFILL / 8" LOW PERMEABLE SOIL EL= 424.75 6.23' EL=418.52 6" 0 DRAINPIPE(SEE DETAIL 4/6.00) 6" MIN LEVELING PAD (SEE DETAIL 1/6.00) TYPICAL WALL SECTION TT HH EE LBEAVSEELFI NOGU NP DA AD TSI OH NA LSLHBAEL LP EB RE SA PP EP CR IOF VI CEADT BI OYNT2H. 0E5 . GLEEVOETLEINCGHNPIACDA.L ENGINEER PRIOR TO PLACEMENT OF THE ITFHTEH1E0 L0 E- YVEEALRI NHGI GPHA DW AI STAETR ALNE VEEL LE VI NA TF IROONNLTOOWFETRHTEHWA NA L L , TWHREA LPEPVEEDL WI N IGT HP AA DN , 8U0NZL. EMSI SN ICMOUNMCFRI EL TT EE R, SFHAABLRL I CB .E 6" MIN j LEVELING PAD 'J 6" MIN - 6" MIN(TYP) I BLOCK I DEPTH uu--6"MIN(TYP) �lffi��im! !mlmlffil!--LEVELING PAD I BLOCK DEPTH I PLUS 12" MIN LEVELING PAD NOTTO SCALE NOTTO SCALE NOTES: 1. 2. E BD X O U C R N A I D N V G B A E T WT IOW A N L E L , E WEN X H T C E H A N E V O A IN N T - S I S O I I T N T E U , B S SE O O N I I L C L S S H A A C L N U L D O T W N LI E , M WTI O T B S I A N OC C F K R FEI AL LS. E BBEENNCCHHECSU(TTYUPSIICNAGLM) INIMUM 24 INCH HORIZONTAL ' ' '. c·PROP�S�D B;�K�ILLJ -. . . . ' .. • • ••. ' ,•, - � . ·. . . . I ,,. . . . . -. . . .. .. -I LIMITS OF EXCA\,ATION [/-· Ii'- I . / I = BENCHcui:_ �/--� I ( IN-SITU SOIL ) I TYPICAL BENCHCUT DETAIL NOT TO SCALE F 11-7/8":1 r 17-5/8"± /'1 11-7/8"± t::: • ,,<_ � :' �· � �: 17-5/8"± • y AB CLASSIC UNIT DETAIL NOTTO SCALE 3-5/8"± 7 l 1 7-7/8"± _J_ NOTES: 1. 2 F UO O P N U O S N N IT D E E , X GS C U E A B O V C T A U E T C T IO H T N N O , I C D W A E H L P E E T R H N E G " UD IN N " E A S E S U R I R T A A E N B Q D L U E I R R S E E O P D L IL A B S C Y A T E R T W H I E TH ST HU EI T ARBELQEU CI ROEMDPBAECATREIDN GS TCRAUPCATCUI TRYA L F I L L T O A C H I E V E S SA HU PP A B R L C L OU B T X E I I M S D A R E T E T E Q E L RU IM M IR I I T E N S D E D O A F B C Y E T X U O C A S A L H V L A A I MRT I I E T O G S N U A V L N A A D T R I I S O E I N S D S E W OS H L R E O R T P E H E E S ONSITE GEOTECHNICAL ENGINEER (LSIMEEITSDEOTFAEILX2C)A-VATION -, -� \ / / GEOGRID INISHED GRADE \ I / /sEE � tE2 \ ' '--1 ---- 1 / / \ ----�---- ! '. "D"(SEE NOTE 1) / L _y TYPICAL REINF. WALL SUBCUT DETAIL NOTTO SCALE /AWBITCHA4P5STONE FIELDCUT ° MITER CUT ,,____,,,..__, / AB CORNER UNIT ��,,;; AB CAPSTONE ·�= STEPS WITH MITER CUT / AB CAPSTONE AB LITE STONES UNI STEPS WITH AB LITE STONE CAPSTONE DETAIL NOTTO SCALE NOTES 1. 2 3 4. 5 OC OF MT HP AE CWTAELDL BPARCI OK RF I LTLOSGHEAOL LG RB EI D LPELVAECLEWMIETNHTT H E T O P FT AYCP EI COA LFLTYHGEEWOAGLRLI DU NI SI TP. L( GA CE OE DG RWI DI T HC IONN1N" EOCFTTI OHNE F R O N T DBLEOVCICKEMS ASNHUAFLALCBTEUIRNESRTA)LLED AS DIRECTED BY THE P C G L O E A OM C GP E A R T C ID H T E S E HD N A E B L X A L T C L K CA F O Y IL U F L R L S S A O E T I O O LS F N B W T E H A H E L I L N W D UA N T LI L H T ES U . NW P IT A U L AL L N L U D N IT GS TEAOKGERAI DS TRAEUQTUTI ROERDETMOOKVEEESPL GA CE KO GA RN IDD WT ARUI NTKDL UE SR .I N G BACKFILL PLACEMENT. ½'l 0 ;uw = o I-+-<-+++-H-+ z I++-++++++ w t;; / +++++-I++,' GEOGRID ORIENTATION NOTTO SCALE NOTES: 1 D6 "RDAIIANMP EI PTEE WR RC AOPRPREUDGWA TEEI HDTPAE RG FEOORT AE TXET DI L EP LFAASBTRI CI C . 2. OUTLET INTO ONSITE DRAINAGE SYSTEM(OPTION 1). 3. OWUATLLLE TP ARTO V4 0I D' OE .RCO. MDAEXNITMSUCMRAENEDN LAONWD NP OO NI N- TPSE RAFLOORNAGT E D PLASTIC PIPE FOR OUTLET THROUGH THE WALL(OPTION 2). 4. FAADCEENOSFE WGARLALDFEODRAGOGPTRIEOGNA2T. E SHALL FOLLOW THE F/G AT - • ' OPTION 1 (ONSITE DRAINAGE) 6" 0 PERF. DRAINPIPE CUT B�OCKS AS ---'' R' QUIRED D.G.A. (ATOFPATCIOENF2/G) r. 6" 0 TEE FITTING -6" 0 NON-PERF. PIPE RSOCRDEEENNT TYPICAL 6" DRAINPIPE OUTLET NOT TO SCALE NOTES: 1. 2. M IC N OA S N N T U A S L T F L R A CU G T C E U T O R I G O E R N R I D D 'S R I R N A E W A C C I ON C M G O S M R . E DNADNACTEI OWNI TAHN D "H" IS WALL HEIGHT PWLHAECNE AANDGDLI TEI OENXACLE EGDESOG20RID ° 3" MIN (TYP) OF SOIL FILL OI SV ERRELQAUP IPRI EN DG BGEETOWGEREI DN '-- WALL UNIT ! H/2 I H/2CRUSHED STONE EAXDTDEI TNI DO(NWA LA LCLRHUESIHGEHDT /S2 )T O N E GEOGRID INSTALLATION ON CURVES NOTTO SCALE TYPICAL WALL DETAILS • u = -- 00... Cl) 0 Cl) ·- • = ' ' Ji • .....t .,a ' 0 0 -- 0:-:lo :>.:G:� • N d�f .,_, �•N � "� ': g 00 2 '1j � = gc:: ,a E 0 -; � " ·s t p "' ' "' l ' ¥ 1 -;u il• ii • 0/J N ' . 0 '5 ] C: � ..!: :p � r�� ' .. � = " ... -�- Cl) & ... -· ,, .i:: {.l N ci .,. � Cl) "Z9 --- � �A� - ,- 8g� i � C: •.-I •c � Cl) I- - z - w w :::E Cl) � w c( :c � 0 a. � a: ' - a. I- > :::E w z ,, "' ::: ·-.::: g "' ' � � ' 1 a a .\:! = ] • ' 2 b u <z � - w 0 >-=' ► a: I- I0 � - Cl) i:o ... I- 0 - u u Cl) � c( ::, 0 u II. u � z 0 c( ... - (:> - "" a: u Iz Cl) 0 w w c( a. REVISIONS 06/12/2025 BID SET C 2025 /lfolwesiem Engineers. !nc. S02 West Broadway Street P.O. Box 295 Loo�ootce, lndi�na 4/553 DATE JUNE 2025 DESIGN CWR DRAWN MKWi'DRK a.c. CHECK PROJECT NUMBER 2020012-08 7 7 DF 10 I FllE NUMBER "I'/ qq z_ I Do Not Use Plan Previews for Take Off
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