z " w w >ww w w z � \I\ � < N/�'i! ��� --- N ' t �□ = ��9 u � ie •• en o • � "'� < !- '1) 2: < -� - Q 25� � •wct <> ,o OU oz " -0o 0< >Y 5N 55 0 • <c MA AMTI CN HI M EUXMI SOTFI N4G½ "P OA VF EI NMDEONTT BS IET CU TMI OI NNO OU SR BS IUNRDFEARC AE NCOO AU R1 ½S "E OFFO RI N DC OO TU NB TI TYU RMOI NAOD US S /ANNDOO TINRAECQCUOIRREDMANENCTESW I T H CURRENT NMoI N. 5. 38 "CCROUMSPHAECDTSETDOI NN ED O T 1 2T" YMPI .N . CE XOINS TT RI NAGC TP OA VRETMOE SNATWT OC U T ENSURE A CLEAN EDGE EXISTING PAVEMENT EXISTING BASE (SAESE SD PAENCDI FMI EUDL) C H C O V E R 6" TOP SOIL 1---::. _,,,_ :: II 11 I= .1 I I I I= I 1- -11-- - - ' - I .. ' a_ .":. ow> - " "' w"- 0 . a: 0 = 11 = -=1 1= � LI ,_ \ EXISTING COMPACTED �' AGGREGATE UNDISTURBED SUBGRADE FLOWABLE Fill MC BA R A C U T K E S F R HI I E L A L D L WS TO T IT O H 1 N 2 I E " N A DO B OR O T G V N E R o A T. N O 8 U P L O A F R PIPE COMPACTED IN 8"' LIFTS w 0 " : - 00 12" PIPE - 1- -1 _, 11 - i-� %< �- - : t- "-UNDISTURBED MATERIAL I BEAXCCKAFVIALTLEWDITMHATERIAL. BCYO MT HP EA CSTP EACS IRF IECQAUT II OR ENDS BCARCUKSFHIELLD WS TITOHNIENDTOOT No. 8 6" ABOVE TOP OF PIPE TWRI TE HN COHS HI NA ARCECGOURL DA AT INOCNES 12" PIPE 12" MIN. OD. MIN. BS ET OD NWEI TOHR I NGDROA TN UN Lo A. R8 CMRAUT SE HR EI ADL TO MID HEIGHT OF PIPE TWRI TE HN COHS HI NA ARCECGOURL DA AT INOCNES 12" MIN. MIN. BC ER DU SWHI TE HD ISNTDOONTE NToO. 8 MID HEIGHT OF PIPE 108" TYPICAL ASPHALT ROAD SURFACE RESTORATION DETAIL NO SCALE 48" ·� A ·)(',t X - R" r---...._#9 GAUG BMLEASCHK FVAI E BR W IC IR , E NYL COATED /PADLOCK & CHAIN ,. • ' I • .II• I I• I . -� �I f • 1. 11 I 1. • I I J II. ..•I I '. I LJ. • I L·_..__,;.i ,, ,c,N'-2 00' X: v ' I �-: I ·• .. . · I l , . I J I SINGLE MAN GATE ELEVATION 84" TYPICAL GRASS AREA (ROCK EXCAVATION) SURFACE RESTORATION DETAIL NO SCALE (L) OPENING/PER PLAN ,________ FACE-TO-FACE --------1 POST TOP B9 LGAACUKGVEI NMYEL SCHOFAATBERDI C , TAOL LMJAOKI NETAS SWOELLI DD E D FFRUALCMREUM LATCH w/ STRIKE STRAP � (TTRYUPS. S2 SRJOODE S ) I • I I I TENSION BAR DROP 2 )\ " I , ..j I � I (TYP. 4 SIDES) BAR I •• II I s4 · I •II •I I I I · I LI ·1 I .I I I I • I 3" I' • LJ, _:_j__f L -��, I-24 -I SWING GATE SECTION ELEVATION -2¼'' GATE POST (2T" YSPQ. 4G SA ITDEE FSR) A M E ROUND END & CORNER POST CTOHPAINSELLINVKAGFEATBRWICIS, TED E( 3A) .SCTORNASNIDS ST I ON GF BOAFR2B SE TDRWA NI RDE , LINE WIRE w/ 4 PT BARBS 10. .6D6 " B[ 4R2 A. 2CMEMR] A( 1I L3 / s " ) CR OO RU NN ED RE NP OD S&T OPTIONAL CORNER ARM RAIL TIE 96" 10. .606." B[ 4R2 A. 2CMEMR] A( 1I L% " ) #M9EGSHAUFGAEBRWICIR. E BCLOAACTKE DV I N Y L 45° BNIJ ARM LINE POST (ROUND OR "C") 108" 96" 135" rTENSION WIRE LINE POST TIE BOTTOM --1.-N,--L KSNELUVCAKGLEED.,.�...Jt,U..._"r---r- 42" ·J _j . . I . . . �42" 1•• I'• I M...'....U' I I, JI. .I - • IL • ·I • '" 42" 3" -l-12"�CONC.TYPICAL�- ··I I• ··I 135" FENCE SECTION ELEVATION· ROUND END POSTS 1.. •1 I J _\__L_J_J i I _ J ,_._ _ _J _ 3 ' 1-24-1 CHAIN LINK FENCE & GATE DETAILS NOT TO SCALE w 0 " : - 00. -1 TWRI TE HN COHS HI NA ARCECGOURL DA AT INOCNES 12" PIPE MIN. S( AESE SD PAENCDI FMI EUDL) C H C O V E R 6" TOP SOIL -I - -11,-1,- ,.. � UNDISTURBED MATERIAL PJ..-. --- BACKFILL WITH EARTHEN FILL / M 1 I 2 N " . EC XOCMAPVAACTTE DA SMRAET QE UR II RA LE , D B Y THE SPECIFICATIONS TYPICAL GRASS AREA (NO ROCK EXCAVATION) SURFACE RESTORATION DETAIL NO SCALE A B. C D E •• PER PLAN ¾"/FT MIN. SLOPE 165 LB/SYD, (1-1/2") HMA SURFACE TYPE B 275 LB/SYD, (2-1/2") HMA INTERMEDIATE TYPE B 880 LB/SYD , (8") HMA BASE, TYPE B SUBGRADE TREATMENT TYPE II, (6" OF THE SUBGRADE EXCAVATED AND REPLACED WITH COARSE AGGREGATE No. 53's EXISTING GRADE/EARTH MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE TO THE CURRENT IND.OT STANDARD SPECIFICATIONS. BLACKTOP SURFACE - ACCESS DRIVE CROSS SECTION NOT TO SCALE PLAN #4 BARS CONTINUOUS TOP& BOTTOM DRAINAGE GATE NENNAH TYPE R-S0S0SF (OR EQUAL) -,.,; .. �- ·· ... to �-"_;'. --�;··,.:" SECTION HEADWALL DETAIL NOT TO SCALE . . ·• • 4. • .- . . ·. • . . 6'-0" MAX . . ... ' . (/) ·.;'W • .<(> CUT JOINTS EEVXEPRANYS3I0O'-N0"JOINT bz· · • r;, �;. "' . . • , .. . . •. PLAN VIEW P1 'I-T0C" HT O¼D" TROA I N CS UO BM- PGARCATDEED •• • 4 . •• •• 6C"OGMRPAAVCETLE OD RB CA SI NED OE NR S , CLAY OR DAMP SOIL ONLY • � TYPICAL SIDEWALK DETAIL NOT TO SCALE ' ' •• • • • • • �� • • • , 0 • "' 6" S CSHC. H4 0. 4P0VSCTSELEELEPVI EP E& w / CA ½" wt P FILL WITH CONCRETE SEEXAPLAANNSTION JOINT / 6 CONCRETE APRON M l NN C1 8R' "EDTIEA .FPOOOUTRI NEGD co co M A VS TEIRC EBNETLIORWE PGIRP EA DwE/ TYPICAL PIPE BOLLARD DETAIL NOT TO SCALE TYPICAL SITE DETAILS • REVISIONS BID SET 0 2025 Midwestern Engineer.;, Inc. 802 We�t Br<;>adway S!reet PL.oOo.gBooot.cx-e2.9l5ndi,u1a 47553 DATE JUNE 2025 DESIGN ROW DRAWN MMC Q,C. CHECK EKP PROJECT NUMBER 2023076-00 14 14 DF 16 I FILE NUMBER I 44975 Do Not Use Plan Previews for Take Off
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