standard construction details - The Management System Parking Lot

SURCHARGELEVEL SLOPEDNONE NONE1’ UP TO 7:12’ " 5:1"3’"4’" 2:15’"6’"7’PROPERTIESMAX. REQ’D.WALL DIMENSIONSA’S 0"/FT.FW TW SW HW FT KW STEM TOE HEELMAX. SOILPRESS. T/0’+ A126~#5 @ 15"LGTH. WT.+ A225~#6 @ 15"A325~#7 @ 15"** A426~#8 @ 15"REINFORCING STEEL FOR 32’-0" PANEL (DESIGN A)** A525~#9 @ 15"A625~#11 @ 15"A726~#11 @ 15"B26~#5 @ 15"WT. WT. WT.LGTH. WT. LGTH. LGTH. LGTH. LGTH. LGTH. LGTH.WT. WT. WT.NO.SIZE SPA.CLGTH.WT.D#5 X 31’-6"@ 12" & 18"F#8 X 3’-0"@ 12"H#5 X 31’-6"@ 12"NO. WT. NO. WT. NO. WT. NO. WT. LGTH. WT.T#5 X 31’-6"@ 12"***U26~#5@ 15"QUANTITIES FOR 32’-0" PANELSURCHARGE0 4 ’ NONE 1’ OR 7:1 2’ OR 5:1 3 ’ O 5’ OR 2:1 6 ’ O 7 ’ OCONC. REINF. CONC. REINF. CONC. REINF. CONC. REINF. CONC. REINF. CONC. REINF. CONC. REINF. CONC. REINF.C.Y. L.B. C.Y. L.B. C.Y. L.B. C.Y. L.B. C.Y. L.B. C.Y. L.B. C.Y. L.B. C.Y. L.B.HEIGHT PLUSSURCHARGE1001’-0"0000.125002662161’-4"361.21181211’-8"8"1’-0"09"9".113.125.125.1252663242663’-4"903.62462.418423212’-0"1’-0"1’-0"09"9".141.125.125.12541314322662665’-4"1455.14403.93122.71843WALL HEIGHT "H"45678910111213141516171819203 2 14 3 25 4 36 5 47 6 58 7 69 8 710 9 811 10 912 11 1013 12 1114 13 1215 14 1316 15 1417 16 1518 17 1619 18 171234567891011121314151612 13 24 35 46 57 68 79 810 911 1012 1113 1214 1315 14123456789101112132’-8"3’-6"4’-3"5’-0"5’-8"6’-4"7’-0"7’-9"8’-6"9’-2"9’-10"10’-6"11’-2"11’-10"12’-6"13’-3"13’-10"1’-4"1’-9"2 ’ -2’-6"2’-10"3’-2"3’-6"3 ’ -4’-3"4’-7"4’-11"5’-3"5’-7"5’-11"6’-3 "6 ’6’-11"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1 ’1’-2"1 ’1 ’1 ’1 ’4"9"1 ’1’-6"1’-10"2’-2"2’-6"2 ’ -3’-3"3’-7"3’-11"4 ’4’-5"4 ’4 -5 ’5 ’1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-3"1’-3"1’-6"1’-6"1’-6"9"9"9"9"9"9"9"9"9"9"9"9"1’-0"1’-0"1-3"1’-3"1’-3".110.143.176.207.238.269.300.346.361.391.422.465.513.544.593.623.652.125.125.125.125.154.229.327.448.596.774.9851.0861.1731.2911.3831.5131.650.125.125.125.125.128.181.247.325.438.552.686.862.785.946.9131.0811.229.125.125.125.125.125.158.280.401.553.722.9241.113.9711.1481.0571.2461.4143’-10"5’-3"6’-8"8’-0"9’-4"10-8"12’-0"13’-5"14’-9"16’-1"17’-5"18’-10"13’-0"13’-0"13’-0"13’-0"13’-0"1041421812172532893253644004364725113533533533533534’-2"5’-4"6’-7"7’-8"8-11"10-1"11’-2"12’-5"13’-7"14’-9"15’-11"1562002472883353794194665105545986’-9"8’-1"9’-6"10’-11"12’-4"13-9"15’-3"16’-7"345413485558630703779847** FOR H=20’ USE #9 BARS A48’-5"9’-10"11"-2"12-8"14’-1"5846837758791245** FOR FOLLOWING HEIGHTS USE #10BARS A5 H=23’; H=24’; H=28’; H=29’** FOR WALLS 32’ HIGH USE #11 BARS A53’-6"4’-6"5’-6"6’-6"7’-6"8’-6"9’-6"10’-6"11’-6"12’-6"13’-6"14’-6"15’-6"16’-6"17’-6"18’-6"19’-6"951221491762032312582853123393663934204474755025292626262626263838383838383838383838#4#4#4#4#4#4#4#6#6#7#8#9#9#9#9#9#1015"15"15"15"15"15"10"10"10"10"10"10"10"10"10"10"10"1’-10"2’-3"2’-8"3’-0"3’-4"3’-8"4’-0"4’-4"4’-9"5’-1"5’-5"5’-9"6’-1"6’-5"6’-9"7’-2"7’-5"3239465258641022472713955507437868298729261213579101213151719202224252729303216423029632939442749355962465772378982188795398610515678910111213141415161718181940485664728088961041121121201281361441441522233334445566777866669999999913113113116416419719723023023026323334445566677888669999991311311311641641971971972302302632632637’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"1992262262262262262262262262262262262262262262262267.49.611.613.715.717.719.621.723.825.827.729.835.437.844.347.350.07669721152126214361547191022722479315935584040472251175504584267406.28.410.412.514.516.518.420.522.624.626.528.634.236.643.146.148.94728171024116713091451178221442352306434383912462749885374575466125.07.29.311.313.315.317.319.321.423.425.427.433.035.441.944.947.7344512774103912141324168620162224293733433791449948945246562565253.86.08.110.112.114.116.118.120.222.224.226.231.834.240.843.746.528238455288410861229155919192096280932163696437947665152549763964.86.99.010.912.914.917.019.021.023.025.030.633.139.642.545.33224245589311101146417922000268130883569428446465024540362685.77.89.811.713.715.817.919.821.823.829.531.938.441.344.1362430596946133616971872258529603441415745514904527561746.68.610.512.514.616.718.620.622.628.330.737.240.242.9368468602118115691777245728643313402944244809515560407.49.411.313.415.517.519.421.527.129.536.039.041.840647467214141649236227363217390142964682506053264567891011121314151617181920212019181716151414’-6"7’-3"1’-7"5’-8"1’-9"1’-6".7021.7581.2051.33613’-0"35311’-0"41318’-0"92015’-5"10709’-7"81520’-6"55638#1010"7’-9"126734111720160826392968’-4"22657.7745656.5732755.4720054.2711353.0698451.8685650.6676249.4663421222120191817161515’-2"7’-7"1 ’5 ’ -1’-9"1’-6".7311.9391.3731.52113’-0"35311’-0"41319’-5"99216’-11"117410’-11"92821’-6"58338#1010"8’-1"132235115021168826392968’-4"22661.0786859.9777258.7764457.5751756.3743055.1730153.9717352.770792223 22 21 20 1918171616’-0"8’-0"1 ’6 ’1’-9"1’-6".7612.0661.5901.76713’-0"35311’-0"41320’-11"106918’-5"127812’-4"132722’-6"61076#85"8’-6"1725371216221769296103298’-4"22664.8901863.6898962.4879461.3866660.1853958.9845257.7832356.581952324 23 22 21 20 19181716’-6"8’-3"1 ’ -6 ’2’-0"1’-6".8102.1891.5371.64813’-0"35311’-0"41322’-3"113719’-9"137113’-7"146123’-6"63776#85"8’-9"1776391281231849296103298’-4"22672.3946471.2933670.0920868.8911367.6898566.4885365.2877164.186422425 24 23 22 21 20 191817’-3"8 ’1 ’ -6 ’2’-0"1’-6".8402.3591.7421.87013’-0"35311’-0"41312’-0"61321’-2"146915’-0"12755’-1"67524’-6"66476#85"9’-2"1860401314241929296103298’-4"22676.4967975.2958374.0945672.8932871.6923370.4910569.3897868.188912526 25 24 23 22 21 20 1917’-11"8 ’ -2 ’6 ’ -2’-3"1’-6".8892.4081.7351.81313’-0"35311’-0"41312’-0"61322’-7"156816’-4"13886’-1"80825’-6"69276#85"9’-6"19284213802520010329113618’-4"22685.01025983.81012982.61003481.5990780.3977979.1968477.9955676.794292627 26 25 24 23 22 21 2018’-7"9 ’2 ’7 ’2’-3"1’-6".9192.672 1.929 2.02813’-0"35311’-0"41312’-0"61324’-0"166617’-8"15027’-1"94126’-6"71976#95"9’-10"25414414462620810329113618’-4"22689.21131888.01418986.91106085.71096584.51083883.31071082.11061580.9104872728 27 26 25 24 23 22 2119’-3"9 ’2 ’7 ’2’-3"1’-9".9492.862 2.138 2.23513’-0"35311’-0"41312’-0"61325’-5"176419’-0"20448’-1"107427’-6"74676#95"10’-1"26064514782721610329123948’-4"22694.51225693.31216192.11205391.01190489.81180988.61168287.41155486.2114592829 28 27 26 25 24 23 2219’-11"9 ’ -2 ’7’-8"2’-3"1’-9".9793.057 2.361 2.46813’-0"35311’-0"41312’-0"61326’-11"186920-4"21879’-1"120628’-6"77376#95"10’-5"26924715442822411361123948’-4"22698.91285597.81272696.61263295.41250494.21237593.01229091.81215390.6120252930 29 28 27 26 25 24 2320’-7"1 0 ’2 ’7 ’ -2’-3"1’-9"1.0093.2612.5992.71713’-0"35311’-0"41312’-0"61313’-10"96021’-8"184210’-1"133916’-11"233729’-6"80076#105"10’-9"35164916102923211361123948’-4"226103.514996102.314867101.11473999.91464598.71451797.61438896.41429395.214166303130 29 28 27 26 25 2421’-3"1 0 ’2 ’8 ’2’-3"1’-9"1.039 3.470 2.852 2.99213’-0"35311’-0"41312’-0"61313’-10"96023-0"195511’-1"147218’-4"253330’-6"82776#105"11’-2"36525016433124811361134278’-4"226108.115683107.015579105.815451104.615323103.415229102.215101101.01497299.814877313231 30 29 28 27 26 2521’-11"1 0 ’2 ’8 ’2’-6"1’-9"1.0883.6312.8172.88813’-0"35311’-0"41312’-0"61313’-10"96024’-4"323212’-1"160519’-9"272831’-6"85476#105"11’-6"37615217083225612394134278’-4"226118.617530117.517402116.317299115.117171113.917043112.716949111.516821110.31669232A B C D E F G K DESIGNDESIGN A B C D E F G KH MINUS 1’-11"MINUS SURCHARGEU3 "DIA.TW+SW-6"H MINUS 1’-11"MINUS SURCHARGE1’-0" MIN. LAPU11’-4"MINUSSURCHARGE13 "12DIA.TW+SW-6"13’-0"MINUS SURCHARGEA4U1’-8"112H MINUS 8’-3"4 "DIA. TH MINUS 8’-3"5’-0"4 "DIA. T11211’-0"5’-0"A5112H MINUS 11’-3"2’-0"15 "DIA.TW+SW-6"1212’-0"2’-0"A6112H MINUS 13’-9"16" PINDIA.TW+SW-6"A11’-2" MIN.LAP1213’-10"A7H MINUS 17’-9"A21’-6" MIN.LAP1129" PINDIA. "+ SW-6"H MINUS 20’-10"2’-5" MIN.LAP11" PINDIA.1 ’1A312H MINUS 25’-1"2’-6" MIN. A41’-0" MIN.LAPLAP13PIN DIA.12FT+1’-0"1’-0"11" PINDIA.TW+SW-6"6"H-(FT+1’-11")U(-) SURCHARGEH MINUS 1’-11"MINUS SURCHARGE6"3 " PH < 7’H-6" @ MAX. 4’-0"H > 7’=4’-0"11GENERAL NOTES:1 REINFORCING STEEL BAR LENGTHS TABULATED ARE FOR NO SURCHARGEDESIGN A. TO MODIFY BAR LENGTHS FOR DIFFERENT SURCHARGE DESIGN,SUBTRACT THE AMOUNT OF LEVEL SURCHARGE FROM BARS A1 AND B. TAKE BARSD AND F FOR DESIGN B THRU K WALLS FROM DESIGN A WALL OF THE SAMEHEIGHT. LENGTHS AND NUMBER OF OTHER BARS WILL BE UNCHANGED EXCEPT BARA2 FOR H < 14’-0" WHEN SURCHARGE EXCEEDS 6 FT.2 WALLS ARE DESIGNED USING 40# EQUAL FLUID PRESSURE AND WITH WEIGHTOF EARTH AT 120# / CU. FT.3 ALL CONCRETE TO BE CLASS C; f’c = 3600 PSI; fc = 1440 PSI.4 ALL REINFORCING STEEL TO BE GRADE 60; fs = 24,000 PSI.5 FOR NOTES AND DETAILS NOT SHOWN ON THIS SHEET SEE SHEETS 2, AND 3.LGTH. = H + TW + SW-2’-6"H < 14’ H > 14’ < 16’=LGTH. = 13’-0"H > 16’=L G T H . = HH < 14’ H > 14’ < 20’==LGTH. = 11’-0"H > 20’LGTH. = H + TW+ SW - 11’-10"H < 24’=LGTH. = 12’-0"H > 24’LGTH. = H + TW+ S W -H < 29’=LGTH. = 13’-10"H > 29’L G T H .+ SW - 18’-5"LGTH. = H - 19’-11"LGTH. = H + TW+ S W -LGTH. = H - 6’MINUS SURCHARGELGTH. = 8’-4" FOR H > 5’=*** LGTH. = 2H-8" FOR H < 5’@ MAX. 8’-4"6 3 I N C H T O 1 1 I N C H D I A M E T E R7 QUANTITIES ARE BASED ON "H" BEING AVERAGE HEIGHT OF PANEL.8 RETAINING WALLS ARE DESIGNED TO BE CODED AS FOLLOWS ONBARS A1BARS A2BARS A3BARS A4BARS A5BARS A6BARS A7BARS BBARS URETAINING WALL LAYOUT SHEETS.LC - 21 - 28HA - 28 - 32LENGTH OF PANEL28’ REQUIRES SPECIAL QUANTITIES32’ IS STANDARD1’-0" MINHHSFTKW3"U @ 15" C/C2" CLEARHORIZ STEELD @ 18" C/C3" CL.TWTB12"KWFW3" CLEARVERT STEELSWPLACE TOEWALL AGAINSTANOTE: VERTICALBARS ARE INSIDEHORIZONTAL BARS.(TYPICAL)D @ 12" C/CCHWH3" CLEAR3"TOP OF UNDISTURBED1’-0" MINOR COMPACTED SOIL.MAKE BREAK LINE PARALLELTO TOP OF FOOTINGHKW FT HSVARIES13’-0" FORDN. A TO6’-0" FORDN. KD @ 18" C/C3"2" CLEARHORIZ STEELTIE ALL BARS AAT BEND POINTTO REINFORCINGIN FRONT FACE.12"TW SW HWFT3" CL.BKWPLACE TOEWALL AGAINSTU @ 15" C/C3" CLEARVERT STEEL1FWD @ 12" C/C12ACHF3" CLEAR* DESIGN "A" WALL WITH ZEROSURCHARGE SHOWN AT RIGHT.DEDUCT AMOUNT OF SURCHARGEFOR DISTANCE TO TOP OF BARFOR OTHER DESIGNS.BARS F TO BE #8 SMOOTHAT EXPANSION JOINTS AND#8 DEFORMED AT CONSTRUCTIONJOINTS.*** VARY LENGTH OF LEGS OFBARS U TO FIT SLOPE OF PANELFOR ALL VALUES OF H LESSTHAN 5’-0" I.E. FOR 10% GRADEU1 LEGS = 1’-0", U26 = 4’-0".FOR WALLS LESS THAN 13’ INHEIGHT, SPACING BETWEEN BARSA 1 A N D3"F @ 12""H" (AVERAGE HEIGHT OF PANEL)USE DESIGN "A" FOR ALL VALUES OF H ON BAR BENDING DIAGRAMS.6"1’-6"A1A43" CLEARTYP.A7FTVARIES (3’-0" MAX.)2"TOP OF A1 BARS 1’-8"8’-0" TOP OF A2 BARS11’-0" TOP OF A3 BARS13’-6" TOP OF A4 BARS17’-6" TOP OF A5 BARS20’-7" TOP OF A6 BARS24’-10" TOP OF A7 BARS(TOP OF WALL AT HIGH END)A3A4A6A1LEVELA7DA2A5UA1FA1AVERAGE HEIGHT "H" OF PANEL.DESIGN C = 2’ LEVEL SURCHARGE OR SLOPED SURCHARGEUP THROUGH 5:1. A = NO SURCHARGE.FOOTING PRESSURE DESIGN. H = HIGH, L = LOW1 USE 1993 TEXAS STATE HIGHWAY DEPARTMENT SPECIFICATIONS.APPROVEDDATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONSTANDARD RETAINING WALLDESIGNS A TO KLOW FOOTING PRESSURE (L.F.P.)UNDISTURBED SOIL.UNDISTURBED SOIL.KEYFOOTINGH T A C DTYPICAL 5"DEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONSECTIONSECTIONH < 14’ H > 14’=32’-0" USUAL PANEL LENGTHREAR ELEVATIONCONST. OREXP. JOINTCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119973002