Midwestern Engineers, Inc. Plan Preview

3 ' 6 2' 10 I 12 " ;,:,., l ;.:, Mcl--.-1-- ,==='.::==::=t==:""1 I .c,T � tl"." i::c: �A A r :L r . • C'? - 6' 2' 6 N 6" :...__J l ''-+---f+-- --' '--""-,r--+1-Ll-"-- -;)) I jf--� L - -�1-� +--�1 PLAN 3' 6 2' 10 112" .. 2' 6" 2 ' V . " I I I I :.; - ...... ..,, -- I SECTION A-A INLET TYPE E (CONC.) PLAN VIEW 2 - 1<5 X 3'-0 , C' :1 r· 1/ / SJ 0Pe {:] fi!J slope ; : : ..................... ----< Pipe culverl Concrete end seclion 6' 3'-6 2' 10 l/2" 2'-6 l=:;:::::::=:J==t R J +=1 ';JI I �f-----f-,:f--�1�-,�+-----11 D PLAN in each wall _£... -Li 1 t:::===:::=:::Jct 1 I I SECTION B-B INLET TYPE F (CONC.) C B INDIANA DEPARTMENT OF TRANSPORTATION INLETS TYPE E AND F SEPTEMBER 1997 STANDARD DRAWING NO. E 720-INSf-OJ D B = /0-C) CEU,LS Pl.ME) N Ml FOllPll,l LH5-'I!! ,__ Tongue end on inlet end. Riprap lo be placed on side slope when shown on plans. Grooved end on outlet end. Class A concrete _/ • :· �-� LONGITUDINAL SECTION Class A concrete l 12"C toC I ;x_ax. spacing t._ A Compuled length of culvert --J O I Pay length of culvert �t- l ------�--- - - -1 ,__ Hook bolts - SECTION A-A DIA. IZ' 15 " 18" 21" 2 4 " 27" 30 " 33 " 36 " T (min. ) 2" 3' 4' A (±1") , .. 7" 11" Jr' !'-0 J'-1 l'-2 1'-3 l'-5 SLOPE DETAIL TABLE OF DIMENSIONS C (±1") 4'-3 4 '-0 4'-1 3'-6 2'-8 2'-5 !'-JO 3'-6 3'-1 D (±1") 6'-2 6'-3 6'-2 6'-3 6'-3 6' -3 6'-3 B'-3 B'-3 K 2' -0 13 2'-6 15 3'-0 1.8 3' - 6 2.1 4 '-0 2.3 4' -6 2.6 5'-0 2.9 5'-6 3.1 6'-0 3. 4 Rl R2 9" ll" 12" 13" 16i/' 14" 15" 20" APPROX. WEIGHT, lb. BOD uoo 1300 1500 1800 2100 2 4 00 4 100 4 200 Concrete Pipe Toe Anchor INDIANA DEPARTMENT OF TRANSPORTATION PRECAST CONCRETE END SECTION MAY 1998 <R:'ltW.L 1 """""ll , . , � , .. , ---.. ' . . . . . - . . . � ·y=. - - • m �-�b-:;;�����-.--.--�-;�� .;.;� . . . ' @ . .• � '.......... ;. , ; '81 • • - CJCJ .... \ ::::::------: '---:::::...: ::----.. - - ------- -- --------:: - - - EJ 6610 DITCH GRATE == == == == == == == == 1=::::: == ::=::::1 PLAN STORM INLET GRATE TYPE7 NOTTO SCALE STRUCTURE -(20) 12" END SECTION STA:0+00.00 INV OUT 514 80 E 525 ---------, • EVETMENT RIP-R r\J STRUCTURE -(16) ------ PIPE w/ 4" ORIFICE P PRECAST HEADWAL -----AND CONCRETE EN SEE DETAILS ON THI 530 525 520 515 510 505 -0+10 STRUCTURE -(21) 12" END SECTION STA:0+17.05 INV IN:514.50 W 525 STRUCTURE -(15) 12" END SECTION STAO+OO 00 INV OUT:521.50 E PROP GRADE 32' of 12" Corrugated HDPE Pipe @ 7.70% <X) 0 - N N "' "' 0+00 530 525 STRUCTURE -(15) INV: 521.50' INSTALL 32' of 12" HOPE PIPE� ..._____ _ wl CONCRETE END SECTION SEE DETAILS ON THIS SHEET 44' of 12" HOPE PIPE RETE END SECTION � � --------------- I ---------- ENT RIP-RAP '-'-'"--''<-'-"::":'i>"-=='7-'-' 2 "' 6 -','521 ' STRUCTURE -(16) INLET TYPE F w/ TYPE 7GRATE STA:0+32.46 RIM:521.80 INV IN:519.00 W INV OUT:517.00 E N N / m N - N "' "' 0+50 HORIZONTAL SCALE 1"=10' VERTICAL SCALE 1"=10' STRUCTURE -(22) 12" END SECTION STA:0+00.00 INV OUT·516 50 S STALL 47' of 12" H CONCRETE END SECTIO / \ STRUCTURE -(17) 12" END SECTION STA:0+76 30 INV IN:516 50 W 530 525 EX GRADE 520 515 510 505 0+80 STRUCTURE -(23) 12" END SECTION STA:0+47.09 INV IN:516.00 N 530 525 520 PROP.GRADE. 520 ,______,_____ PROP.GRADE 515 510 505 17' of 12" Corrugated__ HDPE Pipe @ 1.76% 515 EX.GRADE 510 505 -0+10 o+oo o+3o HORIZONTAL SCALE 1''=10' VERTICAL SCALE 1"=10' 520 515 510 505 -0+10 - "' · O '° . - r-­ "' - "' o+oo HORIZONTAL SCALE 1"=10' VERTICAL SCALE 1"=10' 520 515 EX.GRADE 510 505 0+50 0+60 STORMWATER - DRAINAGE PLAN AND PROFILES REVISIONS BID SET C 2023 Midwestern Engjnecrs, Inc. 302 West Ilroadwav Stn:,e1 P.O. Box 295 Loogootee. ]ndinna 47553 DATE NOV. 2023 DESIGN CWR / BDH DRAWN MKW / ORK a.c. CHECK PROJECT NUMBER 2022024-05 24 24 OF 48 I F1LE NUMBER I _ 53565 _ Do Not Use Plan Previews for Take Off