The URL can be used to link to this page

Home My WebLink About5534-4MATCH EXIST. PAVEMENT + 1" C2 -PG 64-10, HOT MIX A.C. MIN 2- 4" THICK MINIMUM THICKNESS SEE NOTE 10 B -PG 6410, HOT MIX A.C. LANE LINE STRIPING •IF DISTANCE IS 44' OR AS DIRECTED BY THE SEE NOTE 10CITY ENGINEER OR DESIGNEE, 2' 2' •A.C, TO BE COLD PLANED 2" A.C. COLD PLANE — MIN. W MIN. EXISTING A.G. I — 2" A.C. COLD PLANE / / 0•�4••p •a-•pgo.a•p� •• �. XK • .. /y vo P e SOIL,, COMPACTED 95°6 \. SIZE NAT\/ ao0 0%0 a �� \/ Doo oQ °g00o 0 c a Q //\ e" MAX. SIZE NATIVE SOIL, \\ a0 00 o Q�oo 0o C) Q \/ COMPACTED 90% o 00°°00 �o �°o \\� 12" BEDDING MATERIAL SMALL MEET OR EXCEED SECTION 306-1.2.1, STANDARD \/ SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION.LOCALLY EXCAVATED NATIVE. LEGEND. A \\/\\ \\� Y BE BLENDED TO THE REQUIRD RIALS SAND EQUIVALENCY OF 30 OR GREATER. W = TRENCH WIDTH\\\ \ \ \ O.D. = OUTSIDE DIAMETER//� 4"MIN. OF PIPE\\ r\\ tn-0. D. + 12" MIN. BEDDING SHOULD BE IN ACCORDANCE O.D. +24" MAX WITH NOTE NO. 12, PIPE CLASSID-LOADING. GENERAL NOTES: 1. ALL EXCAVATION WITHIN THE CITY OF FONTANA RIGHT-OF-WAY REQUIRES AN EXCAVATION PERMIT FROM THE ENGINEERING DIVISION. 2. UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED 2 WORKING DAYS PRIOR TO START OF WORK 1.800-422-4133 3. ALL PUBLIC WORKS INSPECTION REQUESTS WILL BE MADE 2 WORKING DAYS AHEAD OF SCHEDULED WORK. 4, COMPACTION OF BACKFILL SHALL BE VERIFIED BY REGISTERED GEOTECHNICAL ENGINEER AND A COMPACTION REPORT SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE PLACING OF THE PERMANENT PAVEMENT, IN LIEU OF COMPACTION TESTING CONTRACTOR MAY USE 2 -SAC PCC SLURRY. 5. ALL EXCAVATION 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 INSPECTION PRIOR TO BEGINNING THE WORK. STEEL PLATE BRIDGING SHALL BE IN ACCORDANCE WITH CITY STD. NO. 1009. 6. PERMANENT PAVEMENT SHALL BE REPLACED WITHIN 30 DAYS OF EXCAVATION, A MINIMUM 2 -INCH THICKNESS OF TEMPORARY ASPHALT PAVING SHALL BE PLACED WITHIN THE TRENCH AREA UNTIL PERMANENT REPAIR IS COMPLETED OR AS DIRECTED BY THE CITY ENGINEER OR DESIGNEE. THE TEMPORARY ASPHALT PAVING SHALL BE FLUSH WITH EXISTING PAVEMENT. THE TEMPORARY PAVING SHALL BE PLACED AND COMPACTED IN SUCH A MANNER AS TO PROVIDE A SAFE AND SMOOTH TRAVELED SURFACE. PERMITTEE SHALL MAINTAIN THE TEMPORARY PAVEMENT IN A SAFE AND SMOOTH CONDITION UNTIL PERMANENT PAVING IS IN PLACE. �o jill s/oAPP EDB CITY OF FONTANA No. 51152 '° CITY ENGINEER DATE STANDARD TRENCH REPAIR RICARDO SANDOVAL CIVIL REVIEWED BY: CAO F\� DATE OF LAST REVISION: 05/12/16 STD. PLAN NO. 1008 1 BHT 'I OF 2 Silt Fence GENERAL NOTES: Continued T PRIOR TO PLACEMENT OF PERMANENT PAVING, EXISTING PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE, ALL PAVEMENT JOINTS OR CRACKS WITHIN 2 FEET OF TRENCH IN ALL DIRECTIONS, OR AS DIRECTED BY THE CITY ENGINEER OR DESIGNEE, SHALL BE REMOVED AND REPLACED. 8. ALL EDGES OF EXISTING PAVEMENT BEING JOINED AND SURFACE BEING OVERLAID SHALL RECEIVE A TACK COAT OF ASPHALT EMULSION. 9, ANY STREET PAVED OR RESURFACED IN THE PREVIOUS 36 MONTHS SHALL BE SUBJECT TO SPECIAL PAVING REQUIREMENTS. 10. 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 TO THE NEAREST LANE LINE BE COLD MILLED AND OVERLAID 10 FEET IN BOTH DIRECTIONS FROM THE CENTERLINE OF THE TRENCH. 11. IF TRENCH FAILURE SHOULD OCCUR, THE PERMITTEE/DEVELOPER WILL BE NOTIFIED OF SUCH DEFICIENCIES AND DIRECTED TO REMOVE, REPLACE, REMEDY THIS WORK. UPON FAILURE OF THE CONTRACTOR TO PROMPTLY COMPLY AND UNDER ORDER OF THE CITY ENGINEER, TRENCH SHALL BE REMEDIED, REMOVED, REPLACED AT PERMITTEE/ DEVELOPERS SOLE EXPENSE. 12. BEDDING MATERIAL SHALL BE SAND, GRAVEL, CRUSHED MISCELLANEOUS BASE 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: SIEVE SIZES % PASSING SIEVES 1" -----------•------ - 3/4-' .................. 100 1/2-1 .................. 90-100 3/8" ------------------ 20-60 No.4------------------ 0-15 No.8---------------"-- 0-5 13. THE CONTRACTORIPERMITEE SHALL BE REQUIRED TO FOLLOW THE WORK AREA TRAFFIC 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, SCHOOLS, HOSPITALS, AND FREEWAY RAMPS 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 1 SERVICE CUTS I ETC. SHALL BE BACK FILLED WTH A 2 -SACK SLURRY OR AS SPECIFIED BY THE CITY ENGINEER OR DESIGNEE. 18. SOIL-STERILANT IS REQUIRED PRIOR TO PLACEMENT OF PERMANENT PAVING. 19. CONTRACTORIPERMITTER SHALL CLEAN UP TRACKING BY ANY MEANS NECESSARY �DQtoFESS/0 ROVED BY: CITY OF FONTANA No. 51152 CITY ENGINEER DATE STANDARD RICARDO SANDOVAL TRENCH REPAIR * _ * REVIEWED BY: ' k �l�lE OF CAL\KRB`! DATE OF LAST REVISION: 5/12/16 STD. PLAN N0. 1008 SHT 2 OF 2 Description and Purpose A silt fence is made of a woven geotextile that has been entrenched, attached to supporting poles, and sometimes backed by a plastic or wire mesh for support. The silt fence detains sediment -laden water, promoting sedimentation behind the fence. Suitable Applications Silt fences are suitable for perimeter control, placed below areas where sheet flows discharge from the site. They could also be used as interior controls below disturbed areas where runoff may occur in the form of sheet and rill erosion and around inlets within disturbed areas (SE -lo). Silt fences are generally ineffective in locations where the flow is concentrated and are only applicable for sheet or overland flows. Silt fences are most effective when used in combination with erosion controls. Suitable applications include: ■ Along the perimeter of a project. ■ Below the toe or down slope of exposed and erodible slopes. ■ Along streams and channels. ■ Around temporary spoil areas and stockpiles. ■ Around inlets. Below other small cleared areas. November 2009 Califomia Stormwater BMP Handbook Construction www.casqa.org DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SE -1 Categories z EC Erosion Control 0 BE Sediment Control co 8 TC Tracking Control Cr M WE Wind Erosion Control N THE LOWEST MANHOLE STEP SHALL BE PLACED NOT LESS THAN 16", NOT NS Non-Stolmwater o Management Control %D WIN Waste Management and MANHOLE AND THE MANHOLE COVER FRAME Materials Pollution Control MORE Legend: 0 Primary Category 4. ALL JOINTS SHALL BE MORTARED. ❑x Secondary Category Targeted Constituents Sediment 21 Nutrients Trash Metals Bacteria Oil and Grease Organics Potential Alternatives SE -5 Fiber Rolls SE -6 Gravel Bag Berm SE -8 Sandbag Bamer SE -10 Storm Drain Inlet Protection SE -14 Biofilter Bags 1 of 8 rl 2 0 3 n o ? 0 3 v to c r* 0 0 03 La 0 3 v 0 w — �- STD MANHOLE FRAI,(E & COVER 5 i= 1 ALTERNATE-- r, CROSS WIRE BEND TO DOTTED LINE ,a 1 ? --moi t "lL_ SECTION OF TOP RINGS (PRE -CAST R.C.) ALL MANHOLE BOTTOMS ARE POUR IN PLACE USING 560-C-3250 CONCRETE 54- OD. 53j" DIA. • • � 48" I D v � e 149" 1 D o 53 DIA JOINT DETAIL a QPaFEssln t OVED BY: CITY OF FONTANA No 51152 CITY ENGIII DATE STANDARD CAST RICARDO SANDOVAL IN PLACE MANHOLE * EXP 9130109 REVIEWED BYFOR SEWER fl CIVIL �! qjf OF CM-0p1� DATE OF LAST REVISION 12103/07 STD. PLAN N0. 2001 SHT I OF 2 Setback varies (See note 4) Fabric section B Stake B (See notes 6, 7 & 12) Fabric — 2" X 2" Wood stake Stake A (See notes 3 & S) Toe of slope Fabric section A Slope � (See notes 6, 7 & 12) See detail A JOINING SECTION DETAIL (TOP VIEW) 0 (See note3) stake Fabric (See note 8) SECTION A -A END STAKE DETAIL (TOP VIEW) DETAIL A :e End stake (See note 2) END DETAIL 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 CITY ENGINEER MAY REQUIRE REVISIONS TO THE REV, PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION DATE ENGR, I CITY DATE I STANDARDS IN EFFECT. LEGEND Tamped backfill Slope direction �► Direction of flow 1 2" 1/16" diameter t 2 STAPLE DETAIL (SEE NOTE 9) Stoke -Fabric Toe of sloe End stoke I Sandbags (2–loyers high) OPTIONAL MAINTENANCE OPENING DETAIL (SEE NOTE 11) fop on M A M NOTES: 1. SEE STANDARD DETAILS NOS. 2002 & 2003 FOR DROP & TYPICAL SEWER MANHOLE BASES DETAILS. 1 ECCENTRIC CONE MAY BE USED IN LIEU OF CONCENTRIC CONES. THE LOWEST MANHOLE STEP SHALL BE PLACED NOT LESS THAN 16", NOT MORE THAN 24" ABOVE SHELF. a THE UPPER MANHOLE STEP SHALL BE PLACED BETWEEN THE TOP OF THE MANHOLE AND THE MANHOLE COVER FRAME AND SHALL PROJECT NOT MORE THAN 3" INSIDE MANHOLE. 4. ALL JOINTS SHALL BE MORTARED. 5. 3/4" DIAMETER GALVANIZED IRON STEP OR PLASTIC STEPS PER ASTM A-82, ASTM C-478, ASTM TYPE II GRADE 43758. �o1R,WESS1p,E,,� ROVED BY CITY OF FONTANA SAp�O `�yc CITY ENGINES DATE STANDARD CAST No. 51152 RICARDO SANDOVAL IN PLACE MANHOLE * EXP 9130/09 REVIEWED BY _ 1 FOR SEWER 00/100 CIVIL �! fl�jf of C40DATE OF LAST REVISION: 12/03/07 STD. PLAN NO. 2001 7siiT21I Prepared Under �I The Supervision Of: Q(tOFESS/� N. ST�F =s ADAMS STREETER aRAwN BY: W U C 70862 ':;:0 r" �n z CIVil InIInaair ro,0aate Pah. ]rnn , CA 92606 949 4742330 I adams-svee_ _ DESIGNED BY: sf Civil � \P ot2 9lF Of CA`�FOQ`� • Date: 12/05/16CHECKED BY: NICHOLAS A. STREETER R.C.E. 70862 1 N5 CITY OF FONTANA, CALIFORNIA z STONEHAVEN — TRACT 18881 Cn in SCALE: OFFSITE SANITARY SEWER CN As Noted D IMPROVEMENT PLAN ATE: `n DETL SHEET 12/05/2016 AP OVIE�jL• CD /� DRAWING NO.: 4 RI ,A 1;ANnnvAi R. C.: 11 5534 5