Midwestern Engineers, Inc. Plan Preview

0 ro z 0 ! \Ill• d t'-l ll._ ;5 ,�z Q <gJ � ;,,;, w '@� .__9J,-� = -o •• <D- � = W oo < � -"' .. < '3� � Q §w ·� •• >0 Q'J oz oc -, co o< >9 5N 5 c5 , ro <o ----+- A =I=-=- =---�_;-- I :::: A R2 ·------- ------- I I \ I ---------_, ,:-..._ _______ _ INLET OUTLET >----------L----------, SECTION VIEW ROUND PIPE FLARED END SECTIONS OVERALL BARREL FLARE WALL WATER lJ\.YING LENGTH LENGTH THICK- DIAMETER AREA LENGTH NESS WEIGHT L A B C D R1 R2 T inches sq.ft. ft-in ft-in fl-in inch inch inch inch inch lbs. 12 0.79 6'-1" 4'-1" 2'-0" 4 24 10.1/8 9 2 530 15 1.23 6'-1'" J'-10" 2'-3" 6 30 12.1/2 11 2.1/4 740 18 1.77 6'-1" .3'-10" 2'-JH 9 36 15.1/2 12 2.1/2 990 24 3.14 6'-1" 2"-6" 3'-7" 9.1/2 48 16.1.3/16 14 3 1520 30 4.91 6'-1" 1. -7" 4'-6" 12 60 18.1/2 15 3.1/2 2190 36 7.07 8'-1" 2'-11" 5'-3'' 15 72 24.5/16 20 4 4100 42 9.62 8'-2" 2·-11" 5'-J" 21 78 27.1/2 22 4.1/2 5380 48 12.57 8'-2" 2· -2" 6'-0" 24 84 28.1/2 22 5 6500 54 15.90 8'-2" 2'-9" 5'-5 " 27 90 33.1/8 24 5.7/2 8240 60 79,6.3 8"-3 "' 3'-3" 5'-0" 30 96 36.11/16 24 6 8730 66 23.76 8'-3" 2'-3"' 6'-0" 24 102 36.1/8 24 6.1/2 10710 MEETS ASTM C-76 0 PIPEDATA Round Flared End Section Oldcastle Precast" >------------< Data Sheet Vanguard mr NAME:120DPCFl.AREDDATA_DET 523{) N.W. 17th Street. Topeko, KS 666\8 Phon,i• 785.232.2982 fo�: 785.232.5842 6PARKING wtl #XflSBE ��" " 96 ,n t-'.. w wI SwS .UvE a nD AgT Eu: a Jr ad npur ea cr ya s2t .0c0o7m Copyright © 20070--- (R1E) F1 L2 E" xC1T8 I"VEENPGAI NR EK EI NRGGSRI GA DN E, P0A. 0R8T0 CA OL UDME :I N U M DMHO-UGN- 4T0ERDA O5 NA NADUP- CAHRAT NCNOEDL EG: ADLHV- RA N7 -I 8Z BERDAS3T E E L PA OP PS RT ,OBVYE D" S ET RQ EUEATL . SLI OG CN AUTSEA A" S1 - S8 3H0O- 6W1 N2 - 7O0N3 8P LOARN S . ACCESSIBLE PARKING SPACE SIGN NO SCALE • W11-15 W16-7P P# 1R ESSYSPU6R" xE6 "T PROE AS TTE D z" SWLAOTPEER TROUPN F- OO FRF BTEOVPERLAEILDGE OF #P 1R ESSYSPU2R" xE8 "T RR AEIALT E D #P 1R ES SYSPU2R" xE4 "T TR-ERAATI LE D @NOSPUCE TOP RAIL @ SPLICE P#1RESSYSPU2R"'xE6"TRRAEIALTED P# 1R ES SY SPU6R" xE6 "T PROE AS TT E D (G3A) L1V6d. NxA3I½L S" R . S . (G2A) L1V6d. NxA3I½LS" RS. -----------------� �-------------------------� -------------------------�-�- =================.:i .. i:=========================J. • ========================= I 7' 0.C. !-------- -----------------�· -�-------------------------� . �-------------------------� 1-------- -----------------�• •1--------------------------7. _,._____--------------------"'[ ,._______ -----------------� -------------------------�. •1--------------------------� ,__________________________..,. • 1--------------------------"'1 • • 1--------------------------"'[ ,._______ -----------------�- . -------------------------� • 1--------------------------� TOP CAP PROFILE #P1R ES SYSPU2R" xE6 "T RR AEIALT E D (EQUALLY SPACED) PAVED TRAIL SURFACE 1--------------------------.., • • 1--------------------------7 .. 1--------------------------7 --'=1-1= ,. z" ,, "' ., 5' MAX. .. 42" RCP ELEVATION NOTE: PRESSURE TREATED LUMBER USED FOR RAILING ., 5' MAX ., . 'l---18" DIA. CONCRETE TA RR EOAUTNEDD 6P" OPSRTE S S U R E --- 6" MIN. No. 53 STONE NOTE: WOOD RAILING OVER CONCRETE CULVERT G AAL N R L D A L D S U E H M A N B L o E L . R 1 H OS A H V R E A B L A E L T U B T S E E E R P C , R S A E P T S E E S C G U I O R E R S E Y S T RH O E A F A L U L T C E B 4 D E B O . S Y F P, P P4 O E " D RW I A D O . E W S R N T E E C E RO L ' A S T P E IP D E SELECTION 18" DIA CONCRETE N 6" STONE FlLL FRONT NO SCALE • RIGHT RP AE DC EL IOV CE KR TL YI DP INSO5T FE T. OP INP EC EB NOTL EL AR R( TDYSPPI CA ACLI N) G REMOVABLE PIPE BOLLARD DETAIL NO SCALE HERE 1{ • ® NO WHEELCHAIR ACCESS R1-5 11--(1) 12"x18" ENGINEER GRADE P0.A0R80KIANLGUMSIIGNNU,MSKRUE:FLECTIVE " P1 S - R 8 T 0 8 O 8 " P 1 -9 2 S 3 0 I 1 G 0 - , N 1 B 7 S Y 9 A 3NODRMORE.COM", AA SP PSRHOOVWE ND OE QN UPAL LA.NLSO. C A T E TRAFFIC SIGNS NO SCALE ., TURNING VEHICLES �TO* R10-15L TURNING __. VEHICLES I � R10-15R 1--- - -4" DIA. STEEL PIPE PPEORWODEWRNECRO'ASTED SELECTION 12" DIA. CONCRETE 6" STONE FILL PIPE BOLLARD DETAIL NO SCALE B½" 4½" 17 #23ERAECBHAR .• -. 11-: � "' • , ., J ¾"0 9" SECTION PARKING BLOCK DETAIL NO SCALE 20" MIN. 9 "' II NN SATCACLOL ARTDI OA NN CAENTDOL OT HCEA RC EUCR OR ME NMTE INNDDAOTTI OANNSD M U TION TCD U-CHANNEL SIGN POST CA NODN CGRUETTTEE RC U R B , \ r FINISH GRADE I S3 "USPCP HOERDT U, FL IEL L4 0WSI TI GHN "' NON-SHRINK GROUT SIGN POST DETAIL TYPE A NO SCALE 8" 1" 1 1/2" R Pavement Reinforcement ��" " b�' c0' , Ccoronscsr-ehteatccuhrebd tpyporetiCon. is integral a#t42S' -t0i r"r ucp. tBoacr.s IN TEGRALCONCRETECURB TYPEC (VERTICAL) fBC ER OWSHSI TWEA, LPKE RM AMRUKTI CN DG S M U S T E CT XH R T E O E S C N S R D W O T A S H L S E K IN F MG U A . L R P L E K L R IN E MN G GS U TT M H C U D O S FT DIAGONAL CROSSWALK MARKING DETAIL NO SCALE TYPICAL DETAILS s:t 00 s:t ;:;) I- < z ...:i < . u z CIO < <( Lt) < c 0:: CIO z ... � - I- CIO 0 w z z 0:: z � < ::, UJ 0 > I- � 00 (.) oz i;... 0:: u< 0 w en o:: (.) - (!) z □ z w z � ..J 0 z ..J REVISIONS 03/14/2025 BID SET 0 2025 Midwcsl�m Engin&,r:a. Inc. 802 West Broarlwny S1ree1 P.O. Box 295 Loogoo1ec. Indiana 47553 DATE MARCH 2025 DESIGN C.W.R. !. B.D.H. DRAWN M.M.C. Q.C. CHECK R.A.B. PROJECT NUMBER 2024079-00 5 5 OF 29 I FILE NUMBER I 44605 Do Not Use Plan Previews for Take Off

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