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HomeMy WebLinkAboutR-400160R a N_ 1R 0 v 7 F 2 LOCATE PIN PLYWOOD OR STEEL COVER SUBGRADE- ° NOTES: 1. INSTALL BASE CAN. 2. INSTALL PLYWOOD COVER. 10'-9„ BITUMINOUS SURFACE/BASE FINISHED PAVEMENT COUR CI SLOPE CONC SURFACE -0.5" rr EXIST ASPH I OR NEW BASE I COURSE EXISTING 2" CONDUIT "IWINIJ NOTES: BASE CAN 1. CORE DRILL PAVEMENT TO EXPOSE TOP OF BASE CAN AS SHOWN. CORE DRILL MINIMUM REQUIRED LARGER THAN BASE CAN DIAMETER. REMOVE CORE. 2. MEASURE DEPTH TO CAN AND ORDER MATCHING EXTENSION. �2 EXTENSION, PROVIDE CORRECT JOINT FILLER HEIGHT & DIAMETER FOR EACH CAN INCIDENTAL TO BIDr FINISHED PAVEMENT --\ 1 SURFACE 0 ° #6 BARE COPPER CONDUCTOR CONNECTED TO ° SIGN GROUND LUG AND REINFORCING MESH .4p P-610 PORTLAND CEMENT CONCRETE, DEPTH PROVIDE BASE CAN AND PER CML n CONDUIT EXTENSIONS Q Q 6x6 WIRE REINFORCING MESH AT MID -DEPTH OF SLAB NEW GRADE 4 NOTES: \)A/ �/A��AA \%AA AA AA /AA/AjAAAiAAAiAAAiAAAiVVAiA� /\N/v 1. INSTALL BASE CAN EXTENSION AND ADJUST SO THAT LIGHT \� \\\� EXISTING SIGN BASE FIXTURE BASE RIM IS FLUSH WITH PAVEMENT SURFACE. 2. SEAL JOINT BETWEEN EXTENSION AND ASPHALT WITH MATERIAL PER SPECIFICATION P-605, OR APPROVED EQUAL INSTALLATION OF IN PAVEMENT BASE CAN 4 SCALE: NTS E4.1 MATCH FINISH GRADE ALL AROUND L-867 BASE WITH BLANK COVER e E4.0 -- EDGE OF SIGN SIGN BASE WITHIN 6" OF STATION SIGN AND BASLEVECAN L. SHALL BE LEVEL. SIGN BASE OUTSIDE OF 6° I- - - - - - - - - BUFFER MAY SLOPE 0% 1 - - - - - 6 - TO 5% AWAY FROM SIGN. 1 9T4�° 1 I- ------ L-- -------- --J �— CONCRETE SIGN NUMBER OF BASE P-610, 60" LEGS VARIESMONOLITHIC POUR 60" TYP WITH NO JOINTS NOTES: 1. SEE DETAIL 2 THIS SHEET FOR TYPICAL SECTION THRU CONCRETE BASE. 2. PROVIDE SHOP DRAWINGS OF BASE DETAIL FOR SIGNS BEING PROVIDED PRIOR TO ANY CONCRETE FORMING OR INSTALLATION. 3. IF EXISTING SIGN BASE IS RETAINED, CLEAN AND ROUGHEN SLAB, PROVIDE EXTENSIONS FOR BASECAN AND SIGN CONNECTION CONDUIT, PROVIDE TOPPING SLAB WITH REINFORCING MESH AS SHOWN. OR, SALVAGE SIGN AND ISOLATION XFMR, DEMOLISH EXISTING SLAB/BASE/BASECAN, PROVIDE NEW BASE AND BASECAN AND SPLICE/EXTEND EXISTING CONDUIT, RESTORE CABLE CONNECTION. REINSTALL SIGN. NEW LIGHTED SIGN BASE DETAIL 1 SCALE: NTS E4.1 NOTE: TOPPING SLAB IS AN ALTERNATIVE TO REPLACEMENT OF EXISTING BASE. SIGN TOPPING SLAB DETAIL 3 SCALE: NTS E4.1 R-40010 � EXISTING L-858 SIGN L-867 BASECAN 1 WITH BLANK COVER E4.0 L-823 CONNECTOR [8: WITH 3' SLACK I� 12" 3" MIN, 6" MAX �i EXISTING L-830 ISOLATION TRANSFORMER 2" GRS NOTE: DISREGARD BASE/PAD/CAN CONSTRUCTION NOTES FOR INSTALLATION ON EXISTING BASE. SUPPORT WITH FRANGIBLE COUPLING, FOOT FLANGE WITH 9/16°x3" ANCHOR BOLTS AND EXPANSION OR EPDXY ANCHORS, TYP. SIGN TETHER, TYP. �-1" CHAMFER, TYP. 6" J CONCRETE BASE P-610,1 SIZED TO MATCH SIGN E4.1 4" DEEP MIN. CRUSHED AGGREGATE BASE COURSE TYPICAL LIGHTED SIGN ON NEW OR EXISTING BASE DETAIL 2 SCALE: NTS E4.1 AIRFIELD SIGN BASE SCHEDULE MODULE SIZE 1 SIGN BASE LENGTH SIZE 2 SIGN BASE LENGTH SIZE 3 SIGN BASE LENGTH SIZE 4 SIGN BASE LENGTH SIZE 5 SIGN BASE LENGTH 1 29 3642 48 42 2 59 72 85 N A N/A 3 88 107 121 N/A N/A 4 117 143 169" N/A N/A SIZES NOTED ARE TYPICAL. VERIFY FOR VENDOR SELECTED. P-610 PORTLAND CEMENT CONCRETE COMPACT NATIVE SOIL 6x6 WIRE REINFORCING MESH AT MID -DEPTH OF SLAB LUG CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NOTE:- .L IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. T-400111 R-400160 z O rc 6 Z �§ Q�S Lid <_ zo&sl � q� z Qli Z v7 � � ff�� t � s LE Z 0 Q F o J J it m J = F W � W � U z LLI LLJ z F N N I m Q 0 0 z jw wo W J � W U 0 V) SCALE AS NOTED `S DCR SHEETIAO E4,1 `". MFA CAME JANUARY, 2013 Fro` 23-2010-007 T-400111 R-400160