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HomeMy WebLinkAbout5445-6H 0 u E 0 u 0 u >o 0 J vCL r 00 00 CL F r U a a Z Z� 0 L U 0 w� z J z w Ulbj W 0 p J c� w uj Li ca Li �Co �m d L 25 5� 25 SAW CUT 1% LIMITS SAW CUT (VARIES PER 6.5" MIN 22 LIMITS PLAN) VARIES PER 6 18" 2°MIN. PLAN) 6.5" MIN t=4" __. 2 MIN. EXISTING A,C, SEE DETAIL 4 EXISTING A.C. — — — — SEE DETAIL 4 SIDEWALK PER PLANJ MEDIAN PER ° _f AS NEEDED �n���, ��"/�,�n PLAN AS NEEDED , 12" MIN COMPACTED SUBGRADE (95/ RELATIVE COMPACTION) OVER PRIMECOAT 1 CURB & GUTTER DETAIL r SCALE: 1" = 21 `-- OVER PRIMECOAT 12" MIN COMPACTED SUBGRADE (951 RELATIVE COMPACTION) CURB DETAIL - SCALE, 1" = 2' RECORD DRAWING AS -BUILT NAME: Casey Miyashita COMPANY: SJD&B, Inc. SIGNATURE: DATE: 5/4/18 � Q 0 DIAL TWO WORKING BEFORE .w. DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION CONSTRUCTION PER PLAN EXISTING MEDIAN—/ COBBLESTONE INFILL EXISTING CURB TO BE REMOVED PER PLAN DATE I ENGR, I CITY I DATE ISSUED FOR BIDS OS -31-2016 PER PLAN VARIABLE SLOPE GRADE TO DRAIN 27 MIN 4" SAND FILL' 4" CONCRETE MORTAR BED 3TYP MEDIAN DETAIL - SCALE, V = 10' SET STONE (MATCH EXISTING SIZE AND TYPE) INTO MORTAR 2/3 THEIR THICKNESS IN A 23 1 NEAT AND CLEAN MANNER WITH 4" MIN, MORTAR SAWCUT AND REMOVE 1'EXISTING PAVEMENT 8" CURB PER PLAN 2 MIN. REMOVE EXISTING A,C. DIKE GRIND 0.10' MIN. EXISTING fli 4 WHERE APPLICABLE POAVOEMMNNT AND OVERLAY \ �� HEADER WHEREREMOVENAPPL CABLED -- EXISTING A.C. NOTES: 1, AFTER THE COBBLESTONE HAS BEEN SET INTO THE MORTAR, THE EXCESSIVE MORTAR IN BETWEEN THE JOINTS OF' THE COBBLE STONES SHALL BE CAREFULLY REMOVED AND RAKED IN A SMOOTH JOINT (NO PROTRUSION OF MORTAR WILL BE ALLOWED) 2. SEAL FINAL SURFACE WITH WATER SEALER SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO / YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE 5� 48 CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. EXISTINGNT� PAV M E E PREPARED UNDER THE SUPERVISION OF: Date Z/S///& KEYVAN PIRBAZARI, P.E, NEW PAVEMENT GRIND/OVERLAY DETAIL NOT TO SCALE INDEX NO -G-06 CITY OF FONTANA, CALIFORNIA GRADE CROSSING PEDESTRIAN IMPROVEMENT PROJECT DRAWN BY: SCALE: L, PALMER AS SHOWN DESIGNED BY: CONSTRUCTION DETAILS DATE: L, PALMER 07/08/16 CHECKED BY: AP p DRAWING NO.:( K. PIRBAZARI MIN'INEER DATE: •-1•/7 5445 L151152 6