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Home My WebLink About5037-2STREET IMPROVEMENT P FOOTHILL BOULEVARD CITY OF FONTANA 'Expansion Joint - _ �� Property Lint X Weokened Plane or i �Exponsion Joint i Add #4 Bars' Diagonally Around Typical Sidewalk v z Manhole From Location n> \ I A( \ X / X03 Typical Reinforcingfi c O c <) c Jg '_ \.� �ZJ Q c IL Fill With \ 3d° Steel Plate z� W „ Concrete As Port Curb Bar 0I 'Q of Curb Pour Face of Curb Back of Curb- I-6�- -- - -- il Gutter FL —� Gutter FL -- 8"C.F. 10'C.F. 1 CF Exponsion Joint Lip of Gutter 6'1 Y 7' 6"Q *8 =(1.73 A)& 8,_6 Varies t See PlanAA i1 -Limits of Discharge Structure PLAN Scale: -1"= 30 8 C.F' Sidewalk 2" Min. Parkway Type Manhole Frome & Cover B'E�Length GPlatezed Steel Plate Curb Clear. Alhambra Foundry 0. EqualBitummous Painted) Bar- Alhombra 4 *12 O.C. 4 e6 O.C. Inlet Foundry -3904 — Pipe 0.30 %(Min.)C or Equal 3 SECTION Y -Y'-,3--4 As Shown 4 @12" 0. C. 'Typical LB" Dimensions Scale: I" = 3'O" In Section X -X if °A" Equals; s' 6' T "B" Evolt © 8'-8" 10-S" 12=1 T.G. q Standard Curb S Gutter _j 4„ FL G�rrb_Ope-ninq Standard o M�jk ar.Curb 6 Gutter a" CF`m 10 C 10"CF a a Transition d Transition „ 4C�12O.C. h 8"C.F. to 10"C.F. 8•-6" d 10"C.F to 8"C.F 8 CF 4 As Shown ©Distance Varies Distance Varies SECTION X -X, DETAIL of CURB FACE TRANSITION NOTES: No Scale I.Floor of Structure Shoff Be Given A Steel Trowel Finish. 2.Concrete Shall Be. Class "A" (6 Socks Portland Cement Par . Cubic Yard). 3. Top of Structure Shall Slope Towards Curb At 1/4" Per Foot ( Measured Perpendicular To Curb.). CITY OF FONTANA STNDw DETAIL 124 NTS LEGEND- - Expansion EGEND S" = Sidewalk P = Unpaved Area T = Driveway Slab Thickness H 4" Sidewalk = 4�Sidewalk , SECTION AT BACK OF SIDEWALK nWY)n m = _ v j3 I ,pO CO Jh �Q1 a AA ry a o Driveway Expansion Joint Expansion PLAN Joint colU �� \ -- 1" Lip �� ( aD 0 m Driveway SECTION AT CURB FACE U U c v W c W CITY OF FONTANA STIED. DETAIL 102wC NTS Jay 2" 4• R=1/2" eD . 2. OR VARIABLE R=1"� >"� R=1 /2 io CALTRANS STANDARD A208 NTS EKLNC hl I y REVISED_ PLAN 3/23/92 DIST. 08 SBD -66-14.40-14.47 .3a1 0 Mrf.l"Lam.