Midwestern Engineers, Inc. Plan Preview

0 w � z 0 �' • < o' < , z �' • ,u ;� •9 �N .o �g NO -� "'i �N NO ai� -w •• .. ow - " •• "' (" 8 zZ 8 ;;1 Is(\ <N �i <• SET FLUSH WITH PROPOSED GRADE PROPOSED GRADE REINSTALL INTERNA� -- -- -- 11 CHIMNEY SEAL AFfER ADJUSTMENT --�ADD OR REMOVE CONCRETE RINGS AS NECESSARY FOR ADJUSTMENT. IF ADJUSTMENT IS NOT AVAILABLE WITH RINGS, THE CONTRACTOR SHALL REMOVE THE CONE SECTION OF THE MANHOLE AND INSTALL A NEW BARREL SECTION TO GRADE. 20" MIN. MANHOLE ADJUSTMENT DETAIL NOTTO SCALE SET FLUSH WITH PROPOSED GRADE PROPOSED GRADE VALVE ADJUST VALVE BOX AS NECESSARY VALVE STEM EXTENSION CONCRETE CURB AND GUTTER U-CHANNEL SIGN POST FINISH GRADE 11--- -- -3" SCHEDULE 40 SIGN SUPPORT, FILL WITH NON-SHRINK GROUT - ' � "' 1-----2·- -�-1 T--1�i=- ROLLED CURB (SLOPING) DETAIL NOTTO SCALE 9" PAVEMENT SURFACE T=CURB EMBEDMENT- 12" MIN. •=CURB FACE EXPOSURE HEIGHT BARRIER CURB DETAIL NOTTO SCALE #4 REBAR R1" SLOPED SCALE: l" = l'-0" ---------------------- ----------------------- SAW CUT EXISTING PAVEMENT VALVE BOX ADJUSTMENT SIGN POST DETAIL D w ""' 0 � w "' a. � NOTTO SCALE "' WIDTH OFWALK OR MAX 6'-0" r- w z z z � BETWEEN TRANSVERSE JOINTS � ::; 0 i5 G: � � f- w w z "' U) U) 6 � "' "' w w � > > U) z "' 0: "' 0: ,._ f- 48' BETWEEN EXPANSION JOINTS (MAX) PREPARED SUB GRADE COMPACTED IN _J ACCORDANCE WlTH SECTION 2 0 7 OF THE LATEST VERSION OF INDOT STANDARD SPECIFICATIONS BASE SHALL CONSIST OF 6 - INCHES OF J COMPACTED B-BORROW OR COMPACTED #53 STONE. NOTES: 1. EDGE AND BROOM FINISH. NO "PICTURE FRAME" FINISHED WILL BE PERMITTED 2. ALL CONCRETE SHALL BE CLASS "A" CONCRETE W/ FIBER MESH REINFORCEMENT 3. 8" DEPTH CONCRETE AND 6" COMPACTED AGGREGATE, NO. 53 TO BE USED ACROSS DRIVES NOTTO SCALE 0 w " "' 0 �w "' a. � 4 . ALL TRANSITIONS BETWEEN EXISTING WALKS. CURBS, GUTTERS. OR DRIVEWAYS MUST BE FLUSH AND FREE FROM ABRUPT CHANGES 5. OWNER MUST ALLOW ADEQUATE TIME FOR CURING OF CONCRETE. DAMAGE ASSOCIATED WITH PREMATURE USAGE OF THE WALK BY OWNER OR CONTRACTOR WILL NOT BE REIMBURSED 6. CONTRACTOR AND OWNER ARE RESPONSIBLE FOR CLEANUP OF ALL FORMS, SPILLED MATERIAL, AND OTHER DEBRIS GENERATED BY THE PROJECT CONCRETE SIDEWALK OR TRAIL DETAIL NOTTO SCALE Grnur.d Edge p.m1 - Nom,al ihldr. si<>pe SOOIJldersectfor>as shown on plans NORMAL SHOULDER SECTION w , 0 to 2'--0 Mailbox assembly GENERAL NOTES 0 See plans lorW © The notmal height ra,,ge Is 3'..J to 3•.11. Contact lheklc.8I pcstrnastarto estab1ish appropriate insMation heighl @ E$Wllished bylh<IU.S. Postal Sarvioa. usually 3'� to 4• . o. "::=;- --Face ofg1md rail and t"" face of mailbox ·� - EdgePvm1 Normal Shldr. Slcpe � � Shouldersaction as shown on plans -I 11 MaHbox aSS<lmbly Oto min, 2'-0de•lr. SHOULDER SECTION WITH GUARDRAIL 0 ' i 9P 9P 9P , > An�•twisl plalll (typ.) 9' ,_ ( ,- "e - ® ® - U,;ewith pipesupport '"' SPACING FOR MULTIPLE POST INSTALLATION Mailbox assembry CURBED SECTION INDIANA DEPARTMENT or TRANSPORTATION MAILBOX ASSEMBIES ELEVATION VIEW MARCH 2005 STANDARD DRAWING NO. E 611-MBAS·04 E.O.P . 0 6 FT. WIDE X 4 IN. THICK CONCRETE SIDEWALK WITH FIBER MESH REINFORCEMENT ® 6 IN. COMPACTED AGGREGATE FOR BASE, TYPE "O", NO. 53 ® CONCRETE CURB (BARRIER) ONLY WHERE SPECIFIED ON PLANS ® 6 IN THICK CONCRETE DRIVE WITH FIBER MESH REINFORCEMENT WHERE NECESSARY 1------4 '-0 " -----+-------- 6 '-0"--------1----------------1--------------- +8 . 33% MAX SLOPE 50:1 MAX SIDEWALK SLOPE +8.33% MAX SLOPE � @\ , � . • ..4 . .•. : . •. -· • : : B ,; .. -• . •. t,·.·•. . . : TYPICAL DRIVE SECTION WITH UTILITY STRIP SCALE. 112" = 1'-0" MAX GRADE ±10% BEYOND RIW MEET GRADE OF EXISTING DRIVE EQUIVALENT TO SURFACE IN PLACE ½" PREFORMED JOINT FILLER REQUIRED WHEN EXISTING DRIVE IS PCCP I REVlSIONS BID SET C 2024 Midwesitm Engineers. Inc. 802 We.sl Brwdway Street P.O. Box 295 Loogootee. Indiana 47553 DATE FEBRUARY 2024 DESIGN CWR/BDH DRAWN DRK Q.C. CHECK PROJECT NUMBER 2023030-02 17 17 or 31 Flt£ NUMBER 43854 I Do Not Use Plan Previews for Take Off