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Home My WebLink About4132-2NOTE� TAPERED WOOD CLEATS MIN. COVER WATER 36" THE EDGE TREATMENT SHALL ARE USUALLY USED - - -------- SEWER VARIES low" BE PROVIDED ON ALL SIDES UNDER PLATES TO 48#w TELEPHONE -CATV 36" OF EXPOSED EDGES KEEP THE PLATES FROM ROCKING. M TACK WELDS STEEL PLATES SURFACE OF STEEL PLATES SHALL, BE ROUGHENED, TAPED OR g COATED TO PROVIDE A NON-SKID SURFACE, t Mill gki N I .............. ... . ....... ........... . ........ .... .. . ......... ..... R `LT ,IN $ �,,HA t: NXi Ix A BRIDGING SHALL BE SECURED AGAINST MOVEMENT BY USING HOLDING DEVICES SUCH AS vx% ADJUSTABLE CLEATS, ANGLES, Z% THER BOLTS, TACK WELDING OR o DEVICES, APPROVED BY THE CITY ENGINEER, "'x VO4 SHORING AS REQUIRED 12" MIN, OVERLAP (TYP) NOTES 0 TRENCH WALLS AND ADJACENT SOIL SHALL BE SUFFICIENTLY STABLE FOR THE USE OF THE ABOVE PLATE, 0 CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR MAINTENANCE OF THE PLATES FOR THE SAFE OPERATION OF TRAFFIC AND PEDESTRIAN SAFETY, 0 COLDMILLING IN ORDER TO RECESS PLATES IS OPTIONAL 0 PLATE USAGE IS LIMITED FOR MAXIMUM OF 7 DAYS, EJ ATBCR EXPANSIONJOINT 60- FOOT SPACI NO EJ TYPICAL EJ WEAKENED PLANE JOINT 10 -FOOT SPACING TYPICAL RAN R/W EJ EJ ATALL DRIVEWAY LOCATIONS (RNV) 6'T S TRENCH SECTION DETAIL .. .. . ..... ______ ------- MID STREET TYPE Ill C2 AR -4000, HOT MIX A.C. MIN 1-1/4" EXISTING A.C. _a__30" 90, WIDTH AS DIMENSIONED. (1) 2" PVC CONDUIT & (1) 1-1/2" HDPE DUCT ALIGNMENT (1) 2" PVC CONDUIT & (1) 2" PVC CONDUIT (1) 2"PVC CONDUIT (2) 1-1/2" HDPE DUCTS _0_96� ALIGNMENT' N. -OTE BACKFILL TRENCH TO EXIST. GRADE WITH 2 -SAC; SLURRY MIX. GRIND & PAVE TO 1-1/4" DEPTH, EDGE OF STREET- BIKE LANE WIDTH AS DIMENSIONED, EXISTING A.C. 2 -SAC PCC SLURRY 30" MIN, 61v BACKFILL TRENCH TO EXIST. GRADE WITH 2 -SAC SLURRY MIX, GRIND & PAVE TO 1-1/4" DEPTH, WIDTH AS DIMENSIONED, 6 (1) 2" PVC CONDUIT SIDEWALK CONSTRUCTION NOTES 1, ALI- SIDEWALKS SHALL BE CONSTRUCTED AS SPECIFIED IN THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), UNLESS OTHERWISE NOTED. 2, ALL SUBGRADE SHALL BE CONSTRUCTED TO GRADE AND CROSS SECTION PER CITY STANDARD PLANS FOR APPLICABLE STREET SECTION. TOLERANCES FOR SIDEWALKS AND CURBS AND GUTTERS SHALL BE PER THE GREEN BOOK, 1 SUBGRADE SHALL, BE SCARIFIED AND COMPACTED TO A MMINIMUM DEPTH OF'12 INCHES. 90% COMPACTION IS REQUIRED BEHIND THE CURB AND IN PARKWAY AREAS, AFTER COMPACTION, THE SUBGRADE SHALL BE FREE OF UNSUITABLE MATERIALS, 4. ALL CONCRETE SHALL BE 520-C-2500 UNLESS OTHERWISE SPECIFIED, 5, CONCRETE SHALL BE OF THE SPECIFIED SLUMP AND WITHIN THE REQUIRED WATER/CEMENT RATIO, 6, THE CONTRACTOR SHALL VIBRATE AL,L CONCRETE ADEQUATELY TO INSURE CONSOLIDATION FREE OF VOID& 7� ALL SIDEWALKS, CURBS AND CURB AND GUTTERS SHALL HAVE WEAKENED PLANE JOINTS SPACED AT 10 FOOTMAXIMUM INTERVALS. EXPANSION JOINTS SHALL BE PLACED AT 60 FOOT INTERVALS UTILIZING 1/2 INCH EXPANSION JOINT MATERIAL., & A NORMAL EXPANSION JOINTMAY BE OMITTED IF IT FALLS WITHIN 10 FEET OF AN ADDITIONAL EXPANSION JOINT, 9� WEAKENED PLANE JOINTS SHALL BE 1/2 OF THE DEPTH OF THE CONCRETE BUT NOT LESS THAN I INCH. CURBS AND GUTTERS SHALL HAVE WEAKENED PLANE JOINTS OF 2 INCH MINIMUM DEPTH. TRANSIT MIXED CONCRETE DELIVERY TICKETS SHALL BE PROVIDED TO THE INSPECTOR PRIOR TO PLACING CONCRETE TO INSURETHAT THE CONCRETE MEETS SPECIFICATIONS, ALI. SURFACES SHALL BE TRUE AND STRAIGHT AND OF UNIFORM WIDTH, FREE OF HUMPS, SAGS, IRREGULARIRIES AND IMPERFECTIONS, UNIFORM SURFACES SHALL NOT VARY MORE THAN 0.01 FOOT WHEN MEASURED WITH A 10 FOOTSTRAIGHT EDG,E� ALL SURFACES SHALL RECEIVE A BROOM FINISH, UPON COMPLETION OF FINISHING OPERATIONS, ALL SURFACES SHALL BE SPRAYED WITH CURING COMPOUND. CONCRETE REPAIRS SHALL BE MADE BY SAW CUTTING AND RMOVING THE ENTIRE UNIT BETWEEN WEAKENED PLANE JOINTS. SIDEWALKS WITHIN DRIVEWAYS SHALL BE CONSTRUCTED PER CITY STANDARD PLANS FOR DRIVEWAYS, 4" P.C.C, SIDEWALK 530-C-2500 SI'll.,�ID-EWA..LIKI.-D�IETAI-I'L�� (EXCERPT FROM CITY OF FONTANA STD. PLAN 1015) SUNESYS VAULTS LABELED -SUNFRY,`�" CITY VAULTS LABELED "COMMUNICATI 311 24" 9" STANDARD TRENCH REPAIR (EXCERPT FROM CITY OF FONTANA STD. PLAN 1031) GENERALNOTES 1. ALL EXCAVATION WITHIN THE CITY OF FONTANA RIGHT-OF-WAY REQUIRES AN EXCAVATION PERMIT FROM THE ENGINEERING DEPARTMENT. Z UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED 2 WORKING DAYS PRIOR TO START OF WORK, (800-4224133) 1 ALL PUBLIC WORKS INSPECTION REQUESTS WILL BE MADE 2 WORKING DAYS AHEAD OF THE SCHEDULED WORK, 4, COMPACTED OF BACKFILL SHALL BE VERIFIED BY REGISTERED GEOTECHNICAL ENGINEER AND A COMPACTION REPORT SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO PLACING OF THE PERMANENT PAVEMENT, IN LIEU OF COMPACTIONTESTING, CONTRACTOR MAY USE 2 -SAC PCC SLURRY. 5, ALL EXCAVATIONS SHALL BE MADE, PROTECTED AND SUPPORTED AS REQUIRED FOR SAFETY AND IN A MANNER SET FORTH IN OPERATIONS, RULES, ORDERS AND REGULATIONS PRESCRIBED BY THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, A COPY OF THE CAL OSHA EXCAVATION PERMIT, IF APPLICABLE, SHALL BE FURNISHED TO THE PROJECT INSPECTOR PRIOR 1-0 BEGINNING OF WORK, STEEL, PLATE BRIDGING SHALL BE IN ACCORDANCE WITH THE CITY STANDARD NO, 1032, & PERMANENT PAVEMENT SHALL BE REPLACED WITHIN 15 DAYS OF EXCAVATION, A MINIMUM 2 -INCH THICKNESS OF TEMPORARY ASPHALT PAVING SHALL BE PLACED WITHIN THE TRENCH AREA UNTIL PERMANENT REPAIR IS COMPLETED, THE TEMPORARY PAVING SHALL BE PLACED AND COMPACTED IN SUCH A MANNER AS TO PROVIDE A SAFE AND SM OTH TRAVELED SURFACE, PERMITTEE SHALL MAINTAIN THE TEMPORARY PAVEMENT IN A SAFE AND SMOOTH CONDITION UNTIL PERMANENT PAVING IS IN PLACE. 7. PRIOR TO PLACING PERMANENT PAVING, EXISTING PAVING SHALL BE CUT TO A NEAT STRAIGHT LINE. ALL PAVEMENT JOINTS OR CRACKS WITHIN 4 FEET OF TRENCH IN ALL DIRECTIONS SHALL BE REMOVED. 8. ALL EDGES OF EXISTING PAVEMENTBEING JOINED AND SURFACE BEING OVERLAID SHALL RECEIVE A TACK COAT OF ASPHALT EMULSION. 9, TRENCHES OF 300 FEET OR MORE SHALL BE PAVED WITH A SELF-PROPELLED PAVING MACHINE, 10� ANY STREET PAVED OR RESURFACED IN THE PREVIOUS 36 MONTH' S SHALL BE SUBJECT TO SPECIAL PAVING REQUIREMENTS, ANY TRENCH EXTENDING FROM THE CURB INTO THE PARKING LANE SHALL REQUIRE A COMPLETE GRIND AND OVERLAY OF THE PARKING LANE, ALL. TRENCHES EXTENDING LONGITUDINALLY IN THE DRIVING LANE SHALL REQUIRE THAT THE ENTIRE LANE BE COLD MILLED AND OVERLAID. ALL TRENCHES EXTENDING INTO THE TRAVELED LANE TRANSVERSELY WILL REQUIRE THE ENTIRE LENGTH OF THE TRENCH UP 1-0 THE NEAREST LANE LINE BE COLD MILLED AND OVERLAID 25 FEET IN BOTH DIRECTIONS FROM THE CENTERLINE OF THE TRENCH. 11. IF TRENCH FAILURE SHOULD OCCUR, THE PERM ITTEEIDEVELOPER, WILL BE NOTIFIED OF SUCH DEFICIENCIES AND ALLOWED TO REMOVE, REPLACE ORREMEDYTHE ORK. UPON FAILURE OF THE CONTRACTOR TO PROMPTLY COMPLY AND UNDER ORDER OF THE CITY ENGINEER, TRENCH SHALL BE REMEDIED, REMOVED OR REPLACED AT PERM ITTEEIDEVELOPER"S SOLE EXPENSE, 12. BEDDING MATERIAL SHALL. BE SAND, GRAVEL, CRUSHED AGGREGATE OR NATIVE FREE -DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF NOT LESS THAN 30, AND SHALL HAVE A PERCENTAGE COMPOSITION BY WEIGHT WHICH CONFORMS TO THE FOLLOWING GRADING: SIEVESIZE % PASSING SIEVE 1-1/2" 10 - 3/41' 100 1/2" 90-100 3/8" 20-60 NO, 4 0-15 NO. 8 0-5 13. THE CONTRACTOR/PERMITTEE SHALL BE REQUIRED TO FOLLOW THE WORK AREATRAFFIC CONTROL HANDBOOK ('WATCH MANUAL-) OR AS DIRECTED BY THE CITY TRAFFIC ENGINEER OR DESIGNEE. 14� FULL STREET CLOSURES REQUIRE CITY TRAFFIC ENGINEER APPROVAL AND REQUEST FOR SUCH CLOSURES SHALL BE SUBMITTED 20 DAYS IN ADVANCE OF CLOSURE. 15. THE WORKING HOURS ON ARTERIAL AND MAJOR STREETS SHALL BE SUBJECT TO APPROVAL BY CITY TRAFFIC ENGINEER'S OFFICE, 16� ALL STRIPING AND MARKINGS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND AS DIRECTED BY THE CITY ENGINEER OR DESIGNEE. 17� ALL POTHOLES / SERVICE CUTS, ETC, SHALL BE BACKFILLED WITH A 2 -SACK SLURRY OR AS SPECIFIED BY THE CITY ENGINEER. 18, SOIL-STERILANT IS REQUIRED PRIOR TO PLACEMENT OF PERMANENT PAVEMENT, UTILITY MIN. COVER WATER 36" STORM DRAIN — VARIES - - -------- SEWER VARIES GAS 30" POWER 48#w TELEPHONE -CATV 36" STREET LIGHTS 48tv POLYMER CONCRETE BODY POLYMER CONCRETE BOTTOM EXTENSION ------------- VERTICAL AND LATERAL LOAD RATING HEAVY DU - TY , COVE , RS " 0 COMPLIANT WITH AASHTO, DESIGN LOAD OF H-10; ASTM C 857-95, DESIGN LOAD OF A-8, 8,000 LBS. CAPABLE OF WITHSTANDING A STATIC LOAD OF > 22,88,0 LBF TRANSFERRED THROUGH A 10" x 10" STEEL PLATE CENTERED ON THE COVER AND BODY, o COMPLIANT WITH AASHTO, DESIGN LOAD H-20; ASTM C 857-95, DESIGN LOAD OF A-16,16,OOOLBS, CAPABLE OF WITHSTANDING A STATIC LOAD OF> 45,760 LBF TRANSFERRED THROUGH A 10" x 20" STEEL PLATE CENTERED ON THE COVER AND BODY� * THIS PRODUCT IS DESIGNED TO WITHSTAND H-10 AND H-20 LOADING IN INCIDENTAL OR NON -DELIBERATE TRAFFIC AREAS. NOT INTENDED TO BE INSTALLED IN ROADWAYS,