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HomeMy WebLinkAboutT-404328Y V) w Q z a LO 0 0 N 0 N 00 N 0 r 3 N J w 0 I 0 (N U / 0 L_ 0 U 41 co c v Q / En CL U) a) 0 -18 0 0 0 0 / c 'U 0 U) c v c 0 c a� L / z 0 z w ry SEE NOTE 73/8"R X 5/8"f ni lklh1V irilhlT 3/8" PREMOLDED JOINT FILLER (TYP) 1 /2" R. w CENTERLINE OF FACE OF FRAME d► GRATE CURB s 1 /2" 13" 1" R. MATCH ROADWAY SLOPE D 1 " R. RECESS D A ' b 4 � ■ D i a.. SECTION GENERAL NOTES: . The intent of this design is to facilitalte the removal of a catch basin with minimal disturbance of the curb. ? . The expansion joints of the adjacent sidewalk shall be adjusted to be in fine with these curb -' expansion joints. PUBLIC WORKS ♦ ♦ DEPARTMENT L� PLAN VIEW FRAME AND GRATE — NOT INCLUDED IN CURB AND GUTTER BID ITEM TOP OF ROADWAY ADJUSTMENT SECTION NOT INCLUDED IN CURB AND GUTTER BID ITEM CATCH BASIN ■- NOT 94CLUDED IN CURB AND GUTTER BID REM `%__1 � iso�4E41c VIEW CEMENT CONCRETE CURB INSTALLATION AT CATCH BASINS SEE NOTE 2 CEMENT CONCRETE CURS AND GUTnm STD. PLAN — 101.1 PROVED: FACE OF CURB 6 112" /2" 1.i y Ir __-L 112'° € . 1 R 1:24 0 L TOP OF L.. 112" R ROADWAY O SPILL CURB (REVERSE f ` SLOPE) FOR TRAFFIC ISLAND MEDIAN AND 1 " _ 6" PEDESTRIAN REFUGE ISLAND AS NOTED ON PLANS. CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 112" R. VARIES FROM j 1 6"To0 5„ T 1i21.r FLUSH WITH CUTTER PAID AT SIDEWALK 1 RAMP ENTRANCE 2.. i 1:12 1:,24 f DEPRESSED CURB SECTION! AT SIDEWALK RAMPS 318" -- * y ■ a I ■ O r f� • IY s I - w- PRENIOLDED JOINT FILLER. E FULL -DEPTH EXPANSION JOINT TOP OF ROADWAY 6" CEMENT CONCRETE 11IR. SIDEWALK RAMP OR LANDING 318" PRENIOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS 6 1 ■e r r FACE OF ADJACENT CURD SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 T TOF OF ROADWAY DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR CONIN1ERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF ADJACENT CURB GUTTER SURFACE 5 112" 5 112" 1" y 112" R. 1 8 1f4" FACE OF CURB CEMENT CONCRETE TRAFFIC CURB DEPRESSED CUIRB DETAIL. AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See slandard plans 182 and 101.1 for curb expansion and contraction joint spacing, 2. Expansion joint shall be Ball depth, 3/8" (ire.) premolded )cant filler. 3. For Depressed Mono Chic ❑nvewaiy Curb & Gutter Section, .see Standard Plan 104.2 PUBLIC WORKS DIfPAF THE I' CEMENT CONCRETE CURB TORS OF ROADWAY MODIFIED STIR. PLAN — 101 T-404328 • U V I.A. w w O z w (D z J D U) z 0 0 o F_ N 0 D Q Z � UJ U i UJ It a 0 0 U Q 0 a_ a_ Q W a 0 Z 0 0 E o w c 2 � 0 �6 V > C 04O N UJ m a_ N z O O U W N LL w 0S '� O O v N m W U) dj 0 m m v Y U y U 0 z z U RLL z 0 3 W J z = a o � � UL Cn a O ? z a W o V U > 0 Q z Z Y 0 Z LU R1 SHEET: 24/RD-10 OF: 70 JOB NO.: 17534 DWG: STD —DETAILS