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HomeMy WebLinkAbout2918-5R=15 - 50 r•--•....----600 R=15 R:!15 . ..... Goo _77. -f DO C3 C q 50 or Vor R:45 RA5 Rz15 00 1, --- or. R=15 VI 5 0. 1200-50 or Var --R=150 ' I" I . F "";,.,.-C -, 1 UV g 6D 0441 R=300 A�! y 4. 'I Z. Sala al, Z7-0,7cr�*� <- J. -A ;:.n AI -15G R=25 Al -200 --- DO A2-150 TYPE A A2 -2Q TYPE E R=15 8 3 ---­------­..--- .Q--- ------...J :..Bridge sidowak R=15 CURB AC DIKE 220 830 -­­6-QO . ......... R=15 c>1 e 50 or Vor 139 III -T 50 QUANTITIES QUANTITIES so 600 slo e 27. ,-Face of curb C>j R=15 :T tn 4- CUBIC METERS CUBIC METERS R=15 50 or Vor or Vor 'Fin Ln: PER METER z 20 [shed TYPE TYPE PER METER 7- roadway Al -150 0.064 A 0.033 scli J surface to C%J; A2-150. 0.194 ..... L.A. 813 Longitudinal__"13 Dowel spaced 1.2 M Al -200 0.075 C 0.009 R=25 bar-` 2-1 B3 min length 2C0 R=25 TYPE H A2-200 0,155 0 0.065 Ea Superimposed on existing pavement BA ON BRIDGES of 0.073 E 0. 027 TYPE B 82 OJ52 F 0.016 zn ES 63 0.027 AC quontifles based Retaining curbs, :130 on 5% cross slope V ar when necessary-- Vor CURBS 75- 75 84 0.142 ear cut 5*.Cpe E 0.161 Warp when Crp when V ...... Fill and compact with excavated needed needed L 1W (Typ) material to top of dike See note > Q 5-e e ... Notp-8­4 -R--25 Join 8.332 Max f -T �.33% �Max. 4 ­ Join Y; Rounded--, 27, ox I - Front edge lin© i Level if Note A of sidewalk, See note -T 13=25-1 150 W "Level fine- ear Level flne IG7 Max TYPE A HIGH DIKE -Seq Note A 650 !grade F= Gutter grade ES Var 45 1 -r Vgr cut s;ope CASE A 75 130 TYPE D Normal sidewalk Imini Fill cnd compact with excovated MOUNTABLE DIKE material to top of dike PLAN C;t ,.Compact AC against excavated face See Note 8 Var . ..... > See Note A ES r, 300 I Level line ­-" 11; See Depressed': sidewalk Var Rr25 ,Notes' 03 Max LI; Roundod­., 27 ',2-.1 or steeper 100 Sidewalk - - - - - - I ondi I I I ... - R=25 'r -F - -.-- - :1 TYPE B -T HIGH DIKE -4 IDG Max See Note A IOD Level line Gutter grade ShoLAd Level line Gutter grade -Bottom of curb ELEVATION Curb face". CASE B Vor TYPE E ES 100. No of Depress entire sidewalk : . -- MOUNTABLE DIKE 50 50 1.1 m or Loss SECTIONS Surf DRIVEWAYS L S'ee Note A 1.0 'n I of I . ......... 3 TYPE CL 4 NOTES LOW DIKE see NoteA Level line- 7 Vor I. Case A normally appiles, 7. Difference In slope of the driveway ramp and tne slope ASPHALT CONCRETE DIKES TYPE F 2. Use Case 8 when ramp slopes would exceed 0% in Case A. of a line between the gutter and a point on the roadway USE UNDER MBGR 3. Use Case B when sidewalk cross -slope would exceed 2% In 1.5 meters feel from gutter line shall no. exceed 115%. Reduce NOTE A Extend top toyer of AC placed on the Case A. driveway romp slope, not gutter slope, where required. shoulder under dike with no join-. Ct the ES 4. X--900 irm except for curb tielghts over 250 mm where 44 B. Minimum width of clear passage snail be L22 meters. Wiere slopes shall be used ort curb slope. right of way restrictions, natural barr!srs or other existing STATE OF CALIFORNIA 5. X is varlabie when sidevialk Is ioccied where wheekcholrs conditions create an unreasonable hardsh!p. the G:ecr width DEPARTMENT OF TRANSPORTATION may traverse the surface. Slopes shall be 8.33% maximum. may be reduced to 915 mm. CURBS, DIKES AND DRIVEWAYS 6. Sidewalk and romp thickness "T" at driveway Shall, be 9. Retaining curbs and acquisition of construction easement 100 mm for residential and 150 mm for commercial. may be necessary for narrow sidewalks or curb heights in NO SCALE excess of 150 mn4. ALL DIMENSIONS ARE 1N MILLIMETERS UNLESS OTHERWISE SHOwN .F A87 13 mm q Steel (420 MPa) Polypropylene plus -tic TYPICAL SECTION (STEP INSERT) 240 STEP INSERT �"-Underground Service Ale'rO FORE Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 19 mm min 4 GaIv Steel Step or 25 mm Min ¢ Steel Step.. 75-1 .180. 25 mm Min 75 .BAR STEP STEP DETAILS T i I m Minor- -- _LTi id outse did of pipe -+ 80 min ALTERNATIVE HALF ROUND BOTTOM 29 5 mm STIRRUP ---- Angle to match curb face so - lin I.- 27 mm Hole In face angle •Batter Nut tight on i- ---Edger -finish lost 'rhread,. CL" height 12 mm Min 0 Stirrup 819 Protection bar :30 mm Max (See Note 1) 25 mm 0 Rod threadoq­­ 75 mm an lop end _Gutter 7� Vertical ---•--' aepresslion Edger finish--` 50 CURB SUPPORT DETAIL See Note 2 -T 013 a 300 mm centers Min total 3 ALTERNATIVE REINFORCED BOTTOM 98 . ...... ... 250 -Edger finish --Face ang?e L89 mm X 89 mm X 7.9 vim, except Angle to for Type B curb use match In Slop L 102 mm x 76 min x'7.9 mm curb face 12 mm Min � anchors o I m centers FACE ANGLE ANCHOR DETAIL A FACE ANGLE DETAIL A Length of No of Curt) Opening Anchors 1.1 m or Loss 2.1 m 3 3.0 M 4 4.3 m 5 6.4 m 7 230.. 1 Edger Inis,) f mm' -.,-,Face angle Angle to 1- 64 mm X 64 mm X 6.4 mm match IM goo curb faceA. I 12 min Min $ cincnors 0 0.8 m r FACE ANGLE ANCHOR DETAIL B NOTES I. When shown on the project plans, place a 019 PrWeCtiOn bar horizontally across length of the opening and bend bac?, 100 mm Into the Inlet wall on each side. 2. Curb supports shell be evenly spaced and minimal In number such that maximum spon of unsupported curb IS 2.1 m. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DRAINAGE INLET DETAILS NO SCALE ALL DIMENSIONS ARE IN MILL;METERS UNLESS OTHERYf;SE _ SHOWN F'D I ,.Fare angle (See Anchor L Detail A on Sid Plan D74CI G L.. 0.86 fill .. . ...... LOT m Varies T - --, note 7 and curb support IDU --tells on Std Pian D74C E Provide one 9.5 mm x 12.7 mm Ti IxI3 04 150 L-4 50 -150 brass flothead screw In 0 mint" 0! 25--' 013 o30 JULY- Lv­ T- each corner a! W cover--..-...,- !---" ..­ � 7, -25 Eager fln)sh L Tolcl: 4 f;L'. 4L 1 0 let ;N;'. .�v Inlet In .61 m 7 - min slope 10/. 0 t, i L 44 min x 32 mm x4.8 min 7.. 5 _77150 IOU let NOTES A ;y S. 12 rrun Min 0 NOTE 100-, . 1. "i -l" is The differ eme In elevation between the outlet pipe flow t., z - , .-1 .1 Bend to deor, Opening lengths are to Do 5.- J line and the normoi gut ter grade line undepressed of the curt) ZI m. 3.0 m. 4.3 m. & 6,4 m, 1 0.91 rn side. face. mm x 92 mm 2. For "T" wall thickness, see Table A below. SECTION A -A SECTION B -B Keys 50� 3. Height of curb opening will vary with the type of curb and the SECTION C -C depth of The focal 09prossJQn, .6.4 min Checkered It cover and frame 4, Wolf reinforcing not required when "it" i,5 2.5 m or ie*s and the ITL Optionct it-- 0450 mmt unsupported width or length Is 2.1 in or less. Wolis exceeding See Section C -C 115 mm Min opening - these ilmfl-s shalt be reinforced with "13 Dars c 450 Tm± centers 0.--- r-100 190 mm x 200 mm, placed 40 mm dear io inside of box unless otherwise shown. D 01 L 102 trim x 76 mm norizoritol bars Into boxx 7.9 mm 5. Intel cottom reinforcing not requIrea. See Siandard Plan D74C Edger Bailer for 01TOrnOtivo reinforced bottom. - - - - - - - - ISO— Edger finish - Scoring finish 6. Steps- None required whore -H" Is ioss than 0.75 m. Whore ")I" is 0.75 m or more, Install steps with lowest rung 300 mm above the 143 v450 mm+--. i -l. 69 mm x 89 trim I; -Face angle 6A- A *13 0300 mmt X 7,� tr.M floor and highs est rung not more than 150 mm below top of Inlet. anchors12 mm R hfIn­11-­ ,-Type A U ­­--­-,­ The distance between steps shall nos exceed 300 min and be or 3 curb 1, The 0.61 12 mm R 25 _:.2 without on opening, Stop inserts may be substituted for the 150 uniform throughout he length of the wall. Piece steps In 150-. -4--7-11. v/GII 100 mm R;' ---100 Min bar steps. Stop Inserts so.all comply with State Industrial Safety 6D '-Protection bar, see Note 7 115 mm Min mm R = � �-Outlet opening requirements. See Standard Plan D74C for step details. jBCurb support SECTION D -D 23q] T. When shown on the project plans, pJace o 020 mm plain round (Soo curb support details and bar horlzontol:y across the ten;t!i of 'The opening on Std Plan 0740 TYPE A CURBS TYPE B CURBS and bend back. 100 mm into the inlet wall on each side. PLAN CURB OPENING DETAILS B. Pipe(s) con be placed in any well. 9. Curb section i5hc4i match adjacent -curb. TYPE OL 10. Except for Inlets Used as Juncilon boxes, basin floor shoo have a 6.4 mm Checkera Face angie ear minimum slope of h 4 from all directions toward outlet pipe and cover and -'roma •--- (See Anchor Detail Face angle Protection Batter shall hove o, wood irowel finish. on Std Pion D740 (See Anchor Detail A 125 min bar, Sse See Sections Var H. Galvanizing -See Standord Specifications or Special Provisions, G -G and H -H See Note 7 and Note 7 -d Plans 077A and DT713 for grate and frame details on Std Pion D74C) Max 12. See Sicndor 0.86 m -150 CUrbSUPPOrt ice, -.100 Curb details on and mosses of miscellaneous Iron and steer. Std Plan D74C 13. See S+oncord Plan D70 for gutter depression autolls. Yor 180 min Max 14. F0 penetration butt welds may be suzistiful9el for the fleet Cal welds on all anchors. t Gutter E: 41. C A- t6l !M1 re, hexagon, round or oclolvalent I headed onchors depression ' 15. Standard square, cid may be substituted for the right Beale hooks or- the anchors shown on This plan. 1; 4- 1& 16. Cast -in -piece or precast alternative Is op-t(onai with contractcr. See Standard Specifications. i ­U13 0300 111`11711 TABLE mo m T- 0.91 m L 200 T T SECTION F -F T SECTION E -E"' - 7.N SECTION 13-13 �-Z3 0450 mm+i Type A or B curb .--Face angle anchor L(2.1 m aria 3.0 :n) 13 0*300 mint -top and bottom Edger Scot -Ing line T -T I f InI$h r t-ir 1 �4 i - .. 4 Bcsed ori H=O.95 m IOD mm x 3Z mm ..... .. ­.. - - --1 - . i. I . 1. 1 150 -- Hand hof© it- + I+ ---I f A -ion for pipe openings, I I 1� 5F 3" Table -boseo on 200 mm floor siab, no seduction nole �4f E! .11 C; 180 mm curb ooertings,ond curb type giving highest quantity of 6 r-1 . I I - J- concrete. No deductions or adjustments are tc. be mode to 1heso o! IF quantit!es because of pipe ocienings. different floor citernotives, C3 Vor different ct--b Types or different height of curb openings, 250 Grape 100 min Radius on opening STATE OF CALIFORNIA J. Type 60 DEPARTMENT OF TRANSPORTA71ON ----Face angle anchor : -, -1150 T 1 0.90 m 150- DRAINAGE INLETS Face angle sncnor 100 mm Radius on opening T SECTION H -H PLAN PLAN NO SCALE TYPE OS TYPE GOL ALL DIMENSIONS ARE IN. MILLIMEiERS UNLESS OTHERWiSE SHOWN r D72 94 .......... . .... ... ­­­­ ..... ... .. ------- ........................ . ..... ... ........................ ... . ...... .... .... .. . Normal CH L- -Cutter depression Q I Cii --,?F 14orf. r - - ---------- 2.2 m V c 1.0 m .. .. . ... ...... .. n Gutter flow flne­., Normal CH-, 1.0 m ----Top of curo .--Normal CH .,=-CH+D etric Direr on of flow CP Cut i or 10.6 999 Straight grade--.. Normci gutter rL CH 100 aim tmin D, ":,w Cie Same cross Shoulder slope AC dike 1.2 m 1.0 m 1 1 Al�ernatTve gutter C m � lire -for !ccotlons Slope as gutter - opening at curb return Valley Join- mm PROFILE PLAN -*�3F :'Slooe oreak Vioricmle curb opening GRATE INLET SERIES tineDETAIL OF INLET 0 mc 1.8 M 1.8 m Normal CH WITH DIKE -300 2.2 mWQr CH40 Single grate shown) CH+D--*' - Normal CH. - 10 a)Q , :I. -ormal CH opening M1 .-NH .graie CH+D loper-ing Gutter slope..., Normal Vor Vcr 40 M -'Normal CH -D 00 I CH 300-w PCC brook sins (;utter gutter I M r Curb opening i PLAN t. 00 Some cross 01.6 m Gu7Ter .13, CH+9- 11 CH+D - CH+0 0.6 M See Note 3 TYPE OS AND OL INLETS IN GRADE SAG slope as gutter ............. -Vol ie:j F) `-'�Slope break line Slope) bl"I k line r L3OO X PLAN 6H SECTION B -B, TYPE GO AND GI THRU G6 INLETS ON GRADE TYPE OS AND OL INLETS IN SERIES ON GRADE Top of curD-­- Normal CH 1 Normal CH CH+D-. Cti+D, C Gutter---' --Gutter Vol ley- ---- 300-' �q� Slope break line PLAN TYPE GOL INLET ON GRADE - CH CHtD ..--CH*O -L-J Gutter-- -�' '-Gutter ey Vol! ey PLAN TYPE GO AND GDO INLET GRADE SAG (GOO smwn) Normal gutter FIL Levei­,. Oz 30 mm Max PCC gutter ider depression In sMou join AC pavement- , Normal gutter FL 1, Top of curb- It - CH J D PCC curb & Variable gutter CH curb opening 1.2 m 1.0 M 1.2 m 1. a m Q�4n.o m Normal CH -�4 - 2 0.5 m Normal CH- r- 300 -i 0.6 m 300-' SECTION D -D m, ;.5 rn 1 Variable 1.0 A IPCC CH�D Gutter ut-t-ar 12.1 m or 3.0 m' DETAIL OF ASPHALT gut a:I - -11L I- ---- WzI.2 m for GO CONCRETE PAVEMENT SECTION C -C W=1.8 m for GOO .... .... ------ (See Note 41 Slope break I Ine- CHf 0- c-GUI-teri 150 mmf or dix.e S I ope or A-150 curbs PLAN Gutter FL- 1200 mm for - TYPE OS AND OL INLETS ON GRADE 300 -1 Curb CH :A-200 curbsNOTES 1- A 300 rpmj , 1. IV* Width of depressed apron. Depressed aprons Min she I I be 1.2 m on sliou I der an<1 1. 2 m to 1. 8 m in city street gutters unless otherwise snow', SECTION E -E D- Gutter depression. The gutter depression shall be 30 fair for $rioulaer and 30 mm, to 60 MT, SECTION F -F In city street gutter or locations outside of shoulder unless otherwise shown. Clear grate opening --cutler FL CH� Curb He] ght. ' 2.2 rr. 2.2 m ­ Curb Norma, StralUtit grade. downward slope. ­Nonria I CH Straight grcde. 1.0 m i 1 1.0 ry) Gutter or snculder's dir'6CTlon of flow. CH4D Cfq+D 2. Gutter depressions shat be 200 mm thick. =Hike up Eli- V 300 mm Min 3. Estobl Isn curb opening height of midpoint -D Wol I th-ickness of of grate. oasirl variable A. Detclis zncwn for port Iona cem.rit concrete G Cutter pavement. When aspho(T concrete Pavement Is used. 1...... . .... ... L SECTION G -G epeners to be cot off as shown on D04-cl I of Some cross1101 ley ­-Saira cross Asoholt Concrete Pavement. slope as gutter G slope as -01-\b gutter .---Gutter Ft. STATE OF CALIFORNIA PLAN .-Round off DEPARTMENT OF TRANSPORTATION TYPE GI THRU G6 GT3 AND GTA GUTTER DEPRESSIONS INLETS IN GRADE SAG NO SCALE SECTION H -H ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE -SHOWN D78 105 ... ..... . .... ...... ...... . ■ PW M rolffill