Construction Details

Description

BY NOTE: WHERE TURNDOWN SIDEWALK FORM CURB, SIGNS SHALL BE PLACED BEHIND SIDEWALK: WHERE A GRASSED STRIP IS PROVIDED BETWEEN CURB AND SIDEWALK, SIGN SHALL BE PLACED BEHIND CURB AS SHOWN. 12" MINIMUM STANDARD SIGN No. R7-8-GA BLUE REFLECTIVE BACKGROUND BLUE REFLECTIVE BACKGROUND 8" DIAMETER STEEL PIPE FILLED WITH CONCRETE 1. STAY OUT ALL SIGNS TO BE 0.080" THICK ALUMINUM. NOTE: TREE SAVE 14.0' STD. ADA 2. ALL SIGN SHALL CONFORM WITH CURRENT A.D.A. FEDERAL, STATE, AND LOCAL CODES & REGULATIONS. 3. PLACE "VAN ACCESSIBLE" SIGN IN FRONT OF VAN ACCESSIBLE SPACES ONLY. 2 DATE 2'-0" 1 STANDARD SIGN No. R7-8P5 ALL LETTERING TO BE WHITE AND A MINIMUM OF 1 INCH HIGH GROUND LINE 17.0' VAN ACCESSIBLE TREE STAKING 6 INCHES ALTERNATE: STANDARD 3 POUND PER FOOT U-CHANNEL SIGN POST PAINTED GREEN 4" WIDE STRIPING SYMBOL TO BE WHITE 5'-0" FOR AUTO 7'-0" FOR VAN 18' 2 COATS OF WHITE TRAFFIC PAINT 2" x 2" x 0.188" SQUARE STEEL TUBE. EXTEND INTO CONCRETE FILLED PIPE 2'-0". INSTALL WATER TIGHT CAP ON TOP. PAINT HUNTER GREEN. REVISIONS BOLT SIGN TO TUBE OR POST WITH 38" CADMIUM PLATED BOLTS, NUTS AND WASHERS 18" MINIMUM ALL LETTERING TO BE WHITE AND A MINIMUM OF 1 INCH HIGH ONE SIGN PER H/C PARKING SPACE SIGN TO CONFORM TO STATE REGULATIONS NO ENTRADA A.D.A. SIGN A.D.A. SIGN PROTECTIVE TREE FENCE DETAIL 5" NOTE: SIDEWALK TO BE CONSTRUCTED 3,000 PSI CONCRETE WIDTH AS SHOWN ON PLANS (W) 5" 1-1/2" 6" T = PAVEMENT THICKNESS 3/4" DEEP SAWCUT FOR CONTRACTION EVERY (W) CONC. CURB AND GUTTER T/4 T/2 T 1/2" EXPANSION JOINT EVERY 25' TO FIT DOWEL AND BE SECURED 2" MIN. TOP 1/8" NO SEALING COMPOUND DOWEL TO BE LUBRICATED 1-1/4" MIN. CLEARANCE 1/2" MIN. FIBERBOARD EXPANSION JOINT FILLER 2'-0" NOTE: 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. EXPANSION JOINT 5" TRANSVERSE EXPANSION JOINT * (*NOTE: HEAVY DUTY AREA ONLY) CONTROL JOINT 1" VERTICAL SAW-CUT 1/8" MIN. T = PAVEMENT T/4 THICKNESS 5" 2" R 6" T COMPACT SUBGRADE TO 98% STANDARD PROCTOR CONTRACTION JOINT NOTES: 2'-0" NOTES: 1. ALL CONCRETE SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI STANDARDS AND SPECIFICATIONS, LATEST EDITIONS AND SUPPLEMENTS THERETO. 1. EXPANSION JOINTS REQUIRED AT ALL STRUCTURES, MAX. SPACING TO BE 25'. 2. CONTROL JOINTS TO BE SPACED EVERY W'. 3. 3000 P.S.I. CONCRETE, 2" SLUMP, WITH LIGHT BROOM FINISH. 2. EXPANSION JOINT PLACEMENT SHALL BE PROVIDED PER PAVEMENT DESIGN. SPACING WITH CONTRACTION CONTROL JOINT SPACING EQUAL AND ALTERNATING.