Midwestern Engineers, Inc. Plan Preview

� N I � ", � I = <, " 00 < oc �� � a , �- 0 :i: "� -o �� �\ �- �z a� � -w '41 £ 0: • " � i2 a-> 005 ,. "o o< ;.; Iu � 00 - '- N C � .. l , . <a 72" PRECAST CONC. WHEEL STOP 7'-O"Lx4r'Wx5"H, ANCHOR INTO RO AD SURFACE w/2 No . 6 DOWELS MIN 1O" EMBEDMENT RO AD SURFACE 2'-6" ' "' "' WIDTH PER PLAN SLOPE 1 .5% • :.I . - -_;;i,,.r '.'.'':.� � • g" 4" THICK CONCRETE SIDEWALK WITH FIBER RE INFORCEMENT OVER 4" COMPACTED AGGREGA TE BASE, TYPE 'Q', No.53 11 1 t1:rr J , W � � ill'_� IJ. SUBGRADE TREATMENT No. 4 STIRRUP BARS @ 2'-0" o.c. CURB AND SIDEWALK DETAIL GUIDE ROLLER W/ BEARING LTOP �RA:/ FRAME MEMBER OF GATE FRAME rx4" BOTTOM GATE FRAME l MEMBER - - TRUCK ASSEMBLY TRUCK BRACKET U-BOLT ALUM TRACK/ FRAME MEMBER OUTSIDE ◊ 2"x4" BOTTOM GATE FRAME MEMBER LOWER GUIDE J ROLLER ASS'Y ROLLING GATE DETAILS I _____________LENGTH (L) PER MFGR. p 0 0 0 0 NOT TO SCALE UPPER ROLLER TRUCK ASSEMBLY U-BOLT ◊ INSIDE 9 V OUTSIDE I TO OPEN f.-------� 16' -0" OPENING I--- PER �FGR.-- - -< V INSIDE B4" 72" GATE PLAN f--------FABRIC AREA---------1----- TAIL---- (FABRIC NOT SHOWN IN TAIL) .3 STRANDS OF BARBED WIRE, POST TOP \ EA CONSISTING OF 2 STRAND 2" SQ. B/W ARM (TYP.) LINE WIRE W/ 4 PT BARBS 4" O.D. POST(TYP.) TRUCK ASS'Y (TYP. OF 4) ALUM TRACK/RAIL l_J;;�iiv==;==:;,;w==',iJ/� _r2" SQ. ALUM. / UPRIGHT LATCH 2"x4" ALUM. BOTTOM RAIL TENSION ROD CHAIN LINK FABRIC CABLE TRUSS ==f 3" ... . ·•··• · . -:'. CHAIN LINK FABRIC #9 GAUGE WIRE MESH FABRIC 2" SQ. ALUM. UPRIGHT (TYP.) GUIDE ROLLER ASSEMBLY ROUND END & CORNER POST \ POST TOP \ \ OPTIONAL CORNER ARM RAIL TIE_) SLIDE GATE INSIDE ELEVATION - (3) BAYS SHOWN CHAIN LINK FABRIC, TOP SELVAGE TWISTED (3) STRANDS OF BARBED WIRE, EA. CONSISTING OF 2 STRAND LINE WIRE w/ 4 PT BARBS "'-45" B/W ARM I ' 0.0. BRACE RAIL CORNER POST / 1.66" [42.2MM] (1%") , / ROUND END & I I #9 GAUGE MESH FAB WIRE \ RIC f--LINE POST (ROUND OR "C") 1.66" [42.2MM] (7%") O.D. BRACE RAIL HOG RING � TENS • � ION WIRE < <,,, K )0 -LINE POST TIE ' ' 84'' 72" � �� )<;,O'if 11I" � -- I . . TURNBUCKLE BOTTOM I • I I •. • • _42" � "- - - - - · _ · - - T - EN - S - ION 1 :�: .. MA X SPACING SELVAGE m 42 " KNUCKLED J __ I FENCE SECTION ELEVATION - ROUND END POS 42" � 3'' -�72"�- CONC. TS CHAIN LINK FENCE & GATE DETAILS SCALE, 3/8" = 1 '-0" • • TYPICAL------- .. 42" • •• :. �. I .. ,_ -i-- . -- y·J l--24•-l 72" ACCESS RO AD SURFACE WIDTH PER PLAN ____ SLOPE 1 .5% • SUBGRADEJ TREATMENT w �- 4" THICK CONCRE TE SIDEWALK WITH FIBER REINFORCEMENT OVER 4" COMPACTED AGGREGATE BASE, 1YPE 'o', No.53 ADA CURB AND SIDEWALK DETAIL . . . . .. 6'-o" MAX . • UT JOINTS XPANSION JOINT EVERY 30'-0" PLAN VIEW PITCH Y.," TO 1 '-0" TO DRA IN COMPACTED SUB-GRADE . • • .. • NOT TO SCALE . . ., • ,• • •• 1/. 1/, '" ,, 6" GRAVEL OR CINDERS, COMPACTED BASE ON CLAY OR DAMP SOIL ONLY. � TYPICAL SIDEWALK DETAIL NOT TO SCALE DOUBLE LEAF GATES OPENING GATE POSTS HINGE SPACE (S) FACE TO FACE SQ & RNO SIZES POST TO UPRIGHT 14'-0" [4267MM] 3" [76MM] SQ FOR SQU ARE & THROUGH OR ROUND G ATE POSTS, 24 '-0" [7315MM] 4" [1D2MM] OD 2 1/4" [57MM] SINGLE OR DOUBLE LEAF GATES NOM HEIGHT (H) UPRIGHT HT (U) FRAME HT (F) NOM HT INCLUDING ACTUAL DIM ACTUAL DIM BARBED WIRE 7'-0" [2134MM] 6'-1o" [2083MM] 5'-8 1/2" [1740MM] 8' -0" [2438MM] 7'-10" [2388MM] 6'-8 1/2" [2045MM] 9'-0" [2743MM] 8' -1O" [2692MM] 7'-8 1/2" [2350MM] z ::, 0 I 0 0 I I j"/FT INS TALL IN ACCORDANCE TO THE CURRENT DA GUIDELINES, (7) 72"x78" GRADE PRISM A TIC .080 REFLECTIVE H ANDICAP PARKING NTED ON A U-CHANNEL INOI ANA A ENGINEER ALUM INUM SIGN, MOU G ALVANIZE SHOWN ON D S TEEL POST. LOCA TE AS PLANS. PARKING SIGN NO T TO SCALE '" ' " .. , • • ' • • • • . �� I• • ' • 6" SC CA SCH. 40 STEEL PIPE w/ H. 40 PVC SLEEVE & P FILL WITH CONCRETE ½" EXPANSION JO INT / SEALANT w ' / 6 " CONCRETE A PRON j"/FT. 4 • ,, • ' -MlN. 18" DIA. POURED NCRETE FOOTING co co VER ENTIRE PIPE w/ ASTIC BELOW GRADE M PER PLAN A. 165 LB/SYD., (1-1/2") HMA SURFACE TYPE B B. 275 LB/SYD., (2-1/2") HMA INTERMEDIATE TYPE B C. 880 LB/SYD., (8") HMA BASE, TYPE B D. SUBGRADE TREATMENT TYPE 11, (6" OF THE SUBGRADE EXCAVATED AND REPLACED WITH COARSE AGGREGATE No. 53's E. EXISTING GRADE/EARTH ** MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE TO THE CURRENT IN.D.O.T. S TANDARD SPECIFICATIONS. BLACKTOP SURFACE - ACCESS DRIVE CROSS SECTION NO T TO SCALE PER PLAN j"/FT . M IN. SLOPE • > • . •• .. . , . · ;: A 9 INCH THICK CONCRETE WITH FIBER MESH REINFORCEMENT OVER A B. SUBGRADE TREATMENT TYPE 11, (6 INCH OF THE SUBGRADE EXCAVATED AND REPLACED WITH COARSE AGGREGATE No. 53'S C . EXISTING GRADE/EARTH ** MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE TO THE CURRENT IN.D.O.T. STANDARD SPECIFICAT IONS. CONCRETE SURFACE - ACCESS DRIVE CROSS SECTION SLOPE I II NO T TO SCALE 10' o" [3048MM] 9'-70" [2997MM] 8'-8 1/2" [2654MM] 11'-0" [3353MM] 10'-10" [3302MM] 9'-8 1/2" [2959MM] TYPICAL PIPE BOLLARD DETAIL 12'-Q" [3658MM] 7 1'-70" [3607MM] 10'-8 1/2" [3264MM] 1J'-o [3962MM] 12'-10" [3912MM] 11' 1/2" [3569MM] GATE PLAN (L) OPENING/PER PLAN FACE-TO-FACE 9 GAUGE MESH FABRIC, - BLACK PVC COATED 2½" '� � !r ALL JOINTS WELDED TO 1 3'' . __ MAKE A SOLID FRAME 2 )f POST TOP -......._ "' ), 2" � I � • . • . ' • " 54" ' . • . • . •• " �g' �' �� t 3" ,� 'A ' ' 1§1� �TENSION BAR (TYP. 4 SIDES) FULCRUM LATCH w/ STRIKE STRAP I I I/ 9J], , l�uss ROD m (Tl'P. 2 SIDES) -DROP BAR 2½ " j -, . . ' • 54" . L .. . SWING GATE SECTION ELEVATION I------GATE POST i.,..,,-2'' SQ GATE FRAME (TYP. 4 SIDES) �- ' • • • • • • . 3" ' t 84" • ' •. • •• .d • • • - 48" ,!YVV' �xxv �" � ,0<5 xx:� . • • • • • • • • • .:· �. • I • -i-- y·J l--24·-l NOT TO SCALE r/FT . MIN SLOPE FULCRUM LATCH w/ STRIKE STRAP 42" J SINGLE GATE ELEVATION PER PLAN 1/4" / FT. M IN.. SLOPE A 9.5mm, 165 LB/SYD. (1-1/2") HMA SURFACE OVER B . EXISTING HMA SURFACE A B C. BLEND TOP SOIL TO EXIST ING GRADE, SEED AND STRAW AS NEEDED D. EXISTING EARTH RESURFACE EXISTING ACCESS DRIVE CROSS SECTION NOT TO SCALE TYPICAL SITE DETAILS en w � IC rn 0 w I- w \i: z � > � w 0 w::!E <( a: I- w � z a. rn � V'J !!: � � � � C z �c,::!E� - � w z ;:: I- t'"" 1-1-za:� z en !!1 :'.5 � o.. ::> >-� a. � 0 en , ... 0 a:= z 0 w ��� >- � - a. <(iii� t'"" $':5 IC H � c 1- U en � I REVISIONS <C) 2021 l\·!itlw,,,!<!m Engineffs. Inc. S(Jl West l:!n.>.1dwuy su,,ct l'.O. Box 295 loogoo1cc. lndiana -!7553 DATE FEB. 2021 DESIGN C.W.R. DRAWN Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 C1 12 21 OF 11 4 I Fllf NUMBER 42051 I Do Not Use Plan Previews for Take Off