The URL can be used to link to this page

Home My WebLink About0825.96.39s. TO RO[ 0 co ° w w x ui 0 0 z ��MaXP E DIA. f,i)C 1 -�L;IN� ( IOR 4' UNil R - ENGINEERING FILTER FABRIC CENTER. U > I V ' SP l t " - S TAT [11 �MFY CONNEAOR'). ( 24" CiC ) %i SLOPI 0 0 t— 0 ° /i o 0 3 8 O O °o \ o ° \ 11 1 o O ° ° o O o ° O 0 �r -L 8" x 8" PRESS,JRE TItEAUD TIMBER (TYPICALI O °o o 0 o c 4 DRAIN OUTLET T A I" BANK RUN GRAVEL A Iq DEAD MAN ANCHORS REQUIRED FOR WALLS 4' AND HIGHER. NO MORE THAN 6' CENTER TO CENTER. 112" DIA. ROD CONNECTOR 2'-0" SECTION A -A THE UNDERDRAIN SHALL BE 4" PERFORATED P.V.C. PIPE AND SHALL SIDE VIEW BE LOCATED ON UNDISTURBED SOIL BEHIND THE WALL AS SHOWN. THE PIPE SHALL OUTLET TO STORM DRAINAGE AS INDICATED ON THE PLOT PLAN, OR THROUGH THE WALL AS SHOWN IF NO OUTLET IS AVAILABLE. THE I" GRAVEL SHALL CONTINUE TO THE BOTTOM OF THE 4" PIPE. T I MBER WALL D E T A I L -� /\ SURFACE WATER �• 1 SHOP -- �\j\ COLLECTION /DIVERSION —_ \ \x (OPTIONAL) CAP UN I T _ \ \ \ \ \\ \ �\ \\ \ \ / \ \\ \ \\\\ �� \\ /x\\/ • ° ° __ I COMPACTED BACKFILL- 12" MIN. COMPACTED IMPERVIOUS ° _ - FILL OVER DRAINGE FILL - - \ \ \ \\ UNDISTURBED SOILS D • • D I I I \ / \/ \.fir \ �V/� D F I BFRGL 1SS PINS STUCTURAL GEOGRID �/\ APPROXIMATE D (IF REO'D.) -I — \\ \ EXCAVATION LINE M � MODULAR CONCRETE D r - — �\//\xx FACING UNITS \ / \\ (GRAY) DRAINAGE FILL _ \� \ \ \ \ \\ ° \ \ \ >x \ ° /\\ H;3 xx\ / \\ /\ \/ DRAINAGE D -) r \ \ \ EE E NEW GRADE -� _ 1 -1 J � �- -- - -- �/ \ \� \� \� \�\ GROUNDWATER DRAINAGE 3 \ \ \\ - - - D \\ \\ \\ \\ \\ \\ \\ SYSTEM (IF REO' D. ) ° \� �w I ' • D = - / \ \� \�i��i \�i \� CONCRETE MODULAR BLOCK y\ \ \ WALL SYSTEMS- NOTE / 1 1 x� \X' X' � \�� \�\ THIS DETAIL FOR REFERENCE USE ONLY. LEVELING PAD \�A \'v\ w\ / INDIVIDUAL RETAINING WALL DESIGNS TO BE PER SITE �\ / / FOUNDATION SOIL SPECIFIC REQUIREMENTS IN ACCORDANCE WITH MANUFACTURER'S RECOMENDATIONS. MANUFACTURERS: VERSA -LOK, (1- 800 -77J -4525) KEYSTONE, (1- 800 -747 -8971) OR APPROVED EQUAL WATERPROOF ALL EXPOSED SURFACES FLOODCOAT OR SPRAY WITH HYDROZO CLEAR DOUBLE 7. 8" DUR -O -WALL REINFORCING STEEL IN FIRST TWO (2) MASONRY COURSES ABOVE FOOTER AND EVERY OTHER BLOCK COURSE OR EVERY SIXTH BRICK COURSE THEREAFTER AND IN LAST TWO (2) COURSES AT TOP o= 8" BLOCK, GROUT FILL BLOCK CORES FROM FOOTER TO GRADE k4 REBAR @ t' -0" O.C. (TYP.) 2 - •4 REBARS CONTINUOUS 3" M[N. 0 0 Q COPING STONE 4" BRICK OT 9-F D. p 8„ SECTION /'B -B" 4" x 4" x 10' LONG WOC POSTS @ 8' -0" O/C 2" x 4" "T" BEAMS. 3 BETWEEN EACH 4" x 4" P METAL JOIST HANGERS ( TYP I CAL I Q� N '/2 x Q 0 N 0 2, -0" -- 8„ 4 - #4 REBARS CONTINUOUS FROM 8" FOOTER TO TOP OF PILASTER AND CAVITY AND BLOCK CORES I I GROUT FILLED I I co I I 1 I I I �- I rJ� I I I I // // I ' m I I I I I I I I X I a I I I I o I 4" BRICK M. I � � I I I I 1 I I 4" BRICK I r� I I I 1 / 8" BLOCK (BELOW GRADE) o n cc w I I C7 w wn I I CwC -o 3� L, J = Q I 0o I I Q� I 00 I r� O I � I I � I I I I I I I I I I I I TYPICAL PLAN VIEW MASONRY SCREENING WALL - 5 112 BETWEEN BOARDS DIA. ELEVATION 1" x 8" x 6' -0" LONG FENCE BOARDS SPACED AS SHOWN -ENCE BOARDS TO BE FLUSH VITH BOTTOM OF "T" BEAM JMBER TO BE WOLMANIZED TREATED )IMENSIONS FOR :[GHT REQUIREMENTS WOOD SCREENING FENCE 4" BRICK L 8" DUR -O -WALL REINFORCING STEEL CONTINUOUS THRU PILASTER GROUT FILL BLOCK CORES AND CAVITY BETWEEN BRICK FROM FOOTER TO TOP OF PILASTER AS INDICATED 4 - •4 REBARS HOOKED INTO FOOTER AND CONTINUOUS TO TOP OF PILASTE AS INDICATED COPING STONE ✓ CONCRETE COPING O 1 W ON I INSTALL CORRUGATED METAL WALL T-IES IN BRICK COURSES AROUND PILASTER SAME AS OUR -0- WALL STEEL TO TIE I• a BRICK VENEER TO GROUT PILASTER NMI PON 8" BLOCK LAID TO FORM D D 16" SQUARE PIER - =4 REBARS @ 1'-0" O.C. 2 - x4 REBARS CONTINUOUS THRU PILASTER FOOTER 3" MIN. TYP. D -D SECTION //C -C" 5 Y2" SPACE BETWEEN BOARDS ON SAME SIDE OF "T" BEAMS 1" OVERLAP OF BOARDS ON OPPOSITE SIDES OF "T" BEAMS 2" x 4" "T" BEAM. 3 REOD. BETWEEN EACH 4" x 4" POST METAL JOIST HANGERS (TYP.) _o BOTTOM FIRST "T" BEAM �i 3" X 0 ,Q N / (1) #4 BAR 18" LONG IN PILASTERS ONLY 0 z M 1 x 8 x 6'-0" LONG BOARDS. SPACE AS SHOWN. BOTTOM TO BE FLUSH WITH BOTTOM OF BOTTOM "T" BEAM w aw �o au- wJ 2 Q �-- (-> 00 J In ar m CD O I I I N II II j 14" x 4" x 10' -0" LONG 12 11 I I POSTS @ 8'-0" 0/C TOP FOOTER � II I II GRADE II I II SET ALL POSTS IN CONCRETE II I 8" DIA. @ 8' -0" 0/C 000060100fy,�, A 'r�i ISOMETRIC = 748_6 BOTTOM FOOTER = p STATE © 1995 MARATHON OIL COMPANY ' , A L E� 4 it STD \4813 \48133.DGN M Marathon MARATHON Oil Company 10. REVISIONS DRFTR CHKR GNF DATE DATE ATE 1 REVISED PILASTER OPC d ADDED FOOTER NOTES IL6 4 -23 -90 2 UPDATED FORMAT AND ADDED CONCRETE MODULAR MALL DETAIL RAY �K ,_, Fhfty, Ohio 45840 LANDSCAPE TREATMENTS SCALE NONE DATE V ILE STD DRF TR R.A. MOREHART 8-21 -89 NO. CHKR BUD. DGNR PAUL A. FLECK 8 -21 -89 YR. RvwR ARCHIE RHODES 8 -21-89 DwG. ggt3 -3 F ILMO N0.