Midwestern Engineers, Inc. Plan Preview

0 0 � 0 0 0 �· z � z z � N > ,9 � �� , 1 •o N .•N $ .9 gg co OM - aa8 II' .� .w ,.\ �t:i -� "" "' �8 zZ g�\ �· oY 5N cc "5 ii <o 74952 7495M3 Assembly 0 2" PIPE (2) SAFETY BAR POCKETS (2) 1" DlA HANDUNG HOLES ' ' PLAN VIEW GRATE SECTION b n- ........,v-,-,v,.......' ,_J GRATE SECTION FRAME SECTION 6 " . . _ ... . .. ·, , , · . . -. . : �� - - • ·• : · -... : - . . ...... ... � -: . . , · ' · , , _ ,. . .. . . . . . :• ,· • ... : ·- -�_/ . . . :, . . . . ' · •.. _:<>� �--· --�- · • 0 I") : lO . " 0 I") 24" " lO PLAN 36" 24" ' N C0 cc e I") �- �- �-�- 6 " •.#- J, :· .. -� :, .. � . . - � ./ ""# �:_•/ ....: ,· FRAME SECTION OUTLET PIPE ' GENERAL NOTES G) If inlet pipe is required, A 2 , B 2 , shall be increase or decreased 1 ' -0", as directed. @ 2" pipe drain from bottom of curb to inlet . Aggregate to be placed around inlet end of pipe. @ 3" min.dia.pipe to be kept open for drainage of subgrade or base until surface is placed. OUTLET PIPE @ 3" PIPE :�·�:���:\ ..- · , . :- /:}+':{::,:•.:•', I '.;\\,o, :-• ,;· c-,,----- _j • • _ . . . .. . :.• • . ! • :�:\.:)/(J�-- ,: : ::� ":.->: :?;:,. : .. ·� .. -. ' . . , . • . · . .· _ .,. ., .{ .:. .. , • .•• SIDE ELEVATION 24"X30" CURB INLET NOTTO SCALE Product Number 00749502 Oe.sl(ln FeaturH -Materials Curb Inlet Frame Gray Iron (CL35B} Grate Gray Iron (Cl358) -Load Rating Heavy Duty -Open Area 230 Sq. Inches -Coating Dipped • - Designates Machined Surface Ceriffication -ASTM A48 -Country of Origin:USA MaJot Compohenfs 00749510 00749541 Drawing Revision 05/18/ 2007 Designer : SBB 12/10/ 2019 Revised By: MAH D11tl alMe t Weights (lbs.l \<g)mml!n'il0!1S(inct"'61'mrn) and dr:w,, r.gs prollkled foryourt!Uldal'ICe. We � t he l'i gh! tomoolfyspecilicallo<ls'Ml/lou1 - - CONFID ENTI AL'. Thlsdrawing is th8 property of EJ GR OUP , Ir><:., and embooH\SconfidenLial inf<>rmation, reglsrere dma rks, patents, trade secret informaticm, and/Of k.oow howthat ls the property of EJ GROUP. Inc. Copyrigh tC2 012 EJ GROUP, Inc. All rights res erved. Contact 800 6264 653 ejco.com 6" . _ ..., . . r · Dl1.1. venl hole I I i-1 'I 5/16" deep recessed arc1.1. Di1.1monds are raised flush. gJ 2 - open pickl10les 2 Z 2! 5/8" I t/2" R ' 20 5/16 ' " l' - \.- t"' 2Z' SECTION A-A CURB CASfING TYPE 3 " " <O ' 0 - I " 1 1 -10" " lO PLAN 2·-10" 1'-10" �- �- 6" �- �- I 6 " I OUTLET PIPE " GENERAL NOTES G) Brick, block, or concrete may be used. @ T=8" for brick structures T=6" for segmental block structures @ If inlet pipe is required, A 2 , 8 2 , shall be increase or decreased 1' -0", as directed @ 2" pipe drain from bottom of curb to inlet. Aggregate to be placed around inlet end of pipe. @ 3" min.dia. pipe to be kept open for drainage of subgrade or base until surface is placed. • ;,. _... . .. · , , . . © 2" PIPE . . � .. .. . . ·• . •. : · -... .·· • . . _ . , .. : .. 0 ' N C0 co e • : .. . • l"1 · ' · , , _,. . � . : - ·�-' SIDE ELEVATION INLET TYPE A NOTTO SCALE ® 3" PIPE 7 1/ 4"' ·7 � - , , 1 ,· r 7 ,1 Pavement_/ "' I H 3-#5 X 3' -0 spaced 9" c. to c. I I Combined curb andgutter ..I ' L = 6'-5 ' -?• 'o 1> . ...::!=±::.t::::::::=:::::::::;Ll-. . . . . . . N 0 ' I" N 1 . . L L.. Pavement___.,.- Combined curb and gutter L = 7' -0 ..I ,,, 'o 1> L ·· ----- _j Type 3 curb inlet casting 3-#5 X 3' -0 - -+--i-__ '-_ Concrete gutter Shoulder line .... _ LJ 0 2" PIPE JNDIANA DEPARTMENT OF TRANSPORTATION CURB INLET CASTING TYPE 3 SEPTEMBER 1996 STANDARD DRAWING NO. E 720-INCA-02 •/Anthonv L lh•ou;,h� ,_, .. ..,..,..._,_,,..,, """" /•/ l'<nx" ZanOi t/--15-99 "''"' "'""""' ..,,,.... --;;;;;;- 6" " " lO " 0 I") 3 0 " " " lO PLAN #5 Bars .__.__ '--'-- 6" H 2' -0 spaced 9" c. to c. Curb flowline ,. SECTION H-H OUTLET PIPE GENERAL NOTES (D If inlet pipe is required, A 2 , 8 2 , shall be increase or decreased 1' -0", as directed. @ 2" pipe drain from bottom of curb to inlet. Aggregate to be placed around inlet end of pipe. 42" 3 0 " • I 6 " I @ 3" min. dia. pipe to be kept open for drainage of subgrade or base until surface is placed. • ;,._......·,, . · . . ... .. - - � - - . · • • ; . .... . . . _ .,.: , • •.:.· :, . . . ;: 0 I") N co e " • ·> ' l"1 : 4 ... :i:, OUTLET @ 3" PIPE ·• • ·• PIPE ;·••·,.··•.���i--_J }-;�)/(::{:;{.::;:_{; ::.�; ·j·:,\:, ;f:: !- : -, . - : ., ,;"_ �."' - ; "" ; r- ------a - : � · : .. · : ,. : � - - .. ,,,_ .'•.· . · . · � : { .. '. , � - - . . . . . SIDE ELEVATION 30"X30" CURB INLET NOTTO SCALE 1.. ' -0 Slope ditch 3' -0 SECTION L-L INOIANA DEPARTMENT OF TRANSPORTATION COMBINED CURB AND GUTTER TURNOUTS MARCH 2003 STANDARD DRAWlNG NO, E 605--CTCG--01 I • u t:::: � REVISIONS BID SET C 2024 Midw�stem Engineers. Inc. 802 Wesl Broadwav Stree1 P.O. Box 295 Loogootee, Indiana 47553 DAlE FEBRUARY 2024 DESIGN CWR/BDH ORAWN ORK Q.C. CHECK PROJECT NUMBER 2023030-02 18 18 or 31 FlLE NUMBER 43853 I Do Not Use Plan Previews for Take Off