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Home My WebLink About3133-3QTC:�i rrASING AR -4000 3/8" MAX., HOT MIX A.C. AR -4000 3/4" MAX., H 0 T MIX A.C. STEEL CASING WRAP PIPE WITH 1/2" EXPANSION * SAW—CUT/REMOVED SEWER PIPE (VCP) JOINT MATERIAL BOTH ENDS ® ® SEWER PIPE (VCP) W B FILLED WITH SAND FILLED WITH SAN 7 ' jfl� •i5, i ' q } I EXISTING A.C. �^� �',a,+�y[ ,,•:. .I •b:'':x,:;x 01, J 3„ min. 12•;'+'� 6 max. 1 /8" M A —T— — — SELECTED NATIVE SOI L PER CITY PLANS & SPECIFICATIONS BEDDING SHALL BE IN ACCORDANCE— WITH NOTE 11, PIPE CL. & D -LOADING 3" MAX. SIZE NATIVE SOIL, COMPACTED 95% III— 6" MAX. SIZE NATIVE SOIL, III—III COMPACTED 90% 12" (WITH A SELF-PROPELLED VIBRATING SHEEPFOOT) 3/4" MAX. COMPACTED TO 90% + BY USE OF A VIBRATORY COMPACTOR, OR PRE -MOISTENED SAND W=TRENCH WIDTH OD+12" MIN. OD=OUTSIDE DIAMETER OF PIPE *=12" MINIMUM OR AS DIRECTED (SAW-CUT/REM.) NOTE: SOIL-STERILANT IS REQUIRED PRIOR TO PLACEMENT OF PERMANENT PAVEMENT, SEE EARTHWORK. A STANDARD TRENCH REPAIR (CITY OF FONTANA STD. DETAIL 131) DETAIL 1 NTS 560-C-3250 REINFORCED CONIC. BEAM MINIMUM BEARING SHALL BE 0.5 O.D. OF SUPPORTED PIPE #4 REBARS CONTINUOUS SECTION A - #4 REBARS — EXISTING CONDUIT TO BE SUPPORTED PIPE SUPPORT U N DETAIL 2 NTS EXISTING 10" VCP N 89'59'38" W WALNUT ST. PIPE SUPPORT NOTES 1. WIDTH OF BEAM SHALL EQUAL O.D. + 8" OF SUPPORTED PIPE. 2. IF SUPPORTED PIPE IS BEDDED IN CONCRETE, BEAM WIDTH SHALL BE EQUAL BEDDING WIDTH. 3. IF BEAM IS PRECAST, ENDS OF BEAM SHALL BE FULLY BEDDED IN 420-C-2000 CONCRETE FOR LENGTH 18". THE BEDDING SHALL BE PLACED BETWEEN TOP BEAM AND SUPPORTED PIPE TO PROVIDE MINIMUM BEARING SHOWN. 4. THIS CASE IS PERMITTED ONLY IF THE TRENCH WALLS ARE FIRM AND UNYIELDING. 5. MAXIMUM SPACING OF REBARS SHALL BE 4" O.C. PRIOR TO CONSTRUCTION OF PIPE SUPPORT, THE CONTRACTOR SHALL WRAP EXISTING WATERLINE WITH 60 MIL VISQUINE AND CRADLE EXISTING WATERLINE WITH 2" THICK STYROFOAM BETWEEN PIPE AND CONCRETE SUPPORT. 3' B BRICK AND MORTAR BOTH ENDS CYPRESS AVE. 5'-00" _ I v 00 CONNECT @ EXISTING MANHOLE z (SEE PROJECT SPECIFIC NOTES 10 ON SHEET 2) � o VCP Psp$OS542„ W I, W SHORT STUB (SEE GENERAL NOTE 34) REMOVE EXISTING SHORT 10" VCP STUB RE -CHANNEL BOTTOM OF MANHOLE 90% COMPACTED EXISTING MANHOLE DETAIL @ WALNUT ST. &CYPRESS AVE. DETAIL 4 NTS PIPE O.D. 12.8") SELECTED NATIVE SOIL - 1" MAX SIZE COMPACTED TO 90% C/L OF PIPE 3' STEEL RAIL SUPPORT ® EVERY 4'-0" (WELDED BOTH SIDES)® STEEL PIPE RAIL (WELDED TO STEEL RAIL SUPPORT) STEEL CASING SEE TRENCH DETAIL @ LEFT TOP SIDE FOR THIS PORTION t N Z w w z w O C� N O.D./2 o I _T PIPE O.D. � + 12" MIN. (24.8" ) TYPICAL BEDDING FOR VCP SEWER (LESS THAN 10' DEEP) NTS STEEL RAIL SUPPORT ® EVERY 4' (WELDED INSIDE) DETAIL 3 NTS f� N5 SECTION B - B STEEL PIPE RAIL (WELDED TO STEEL RAIL SUPPORT) STEEL RAIL SUPPORT ® EVERY 4'-0" (WELDED INSIDE) GENERAL NOTES: PERCENTAGE PASSING SIEVES 1. ALL EXCAVATION WITHIN THE CITY OF FONTANA RIGHT-OF-WAY 7. ALL EDGES OF EXISTING PAVEMENT BEING JOINED AND SURFACE BEING REQUIRES AN EXCAVATION PERMIT FROM THE PUBLIC WORKS DEPARTMENT. 35-100 OVERLAID SHALL RECEIVE A TACK COAT OF ASPHALT EMULSION. 2. UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED 2 WORKING DAYS 100 PRIOR TO START OF WORK 1 -800-227-2600. 8. TRENCHES OF 300 FEET OR MORE TO BE PAVED WITH A SELF- 1 /2" 30-60 PROPELLED PAVING MACHINE. 3. ALL EXCAVATIONS SHALL BE MADE, PROTECTED, AND SUPPORTED AS REQUIRED 0-20 FOR SAFETY AND IN THE MANNER SET FORTH IN THE OPERATIONS RULES, ORDERS, 9, ANY STREET PAVED OR RESURFACED IN THE PREVIOUS 36 MONTHS AND REGULATIONS PRESCRIBED BY THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY. WHERE THE TRENCH EXTENDS FROM THE CURB MORE THAN 7 FEET OR IS IN A TRAVELED LANE, WILL REQUIRE AN OVERLAY 25 FEET IN BOTH 4. COMPACTION OF BACKFILL SHALL BE VERIFIED BY CONTRACTOR AND APPROVED DIRECTIONS FROM THE CENTERLINE OF TRENCH. PER NUMBER 8 ABOVE. BY THE DEPARTMENT OF PUBLIC WORKS PRIOR TO THE PLACING OF THE PERMANENT PAVEMENT. 10. IF TRENCH FAILURE SHOULD OCCUR, THE PERMITTEE/DEVELOPER WILL BE NOTIFIED OF SUCH DEFICIENCIES AND ALLOWED TO REMOVE, 5. PERMANENT PAVEMENT SHALL BE REPLACED WITHIN 5 DAYS OF EXCAVATION, REPLACE, REMEDY THIS WORK. UPON FAILURE OF THE CONTRACTOR TO A MINIMUM 2 -INCH THICKNESS OF TEMPORARY ASPHALT PAVING SHAL BE PLACED PROMPTLY COMPLY AND UNDER ORDER OF THE CITY ENGINEER, TRENCH WITHIN THE TRENCH AREA UNTIL PAVEMENT REPAIR IS COMPLETED. THE TEMPORARY FAILURES SHALL BE REMEDIED, REMOVED, REPLACED, AT PERMITTEE/ PAVING SHALL BE PLACED AND COMPACTED IN SUCH A MANNER AS TO PROVIDE DEVELOPER SOLE EXPENSE. A SAFE AND SMOOTH TRAVELED SURFACE. PERMITTEE SHALL MAINTAIN THE THE TEMPORARY PAVEMENT IN A SAFE AND SMOOTH CONDITION UNTIL PERMANENT 11. BEDDING MATERIAL SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, PAVING IS IN PLACE. OR NATIVE FREE -DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF NOT LESS THAN 30, AND SHALL HAVE A PERCENTAGE 6. PRIOR TO PLACEMENT OF PERMANENT PAVING, EXISTING PAVEMENT SHALL BE CUT COMPOSITION BY WEIGHT WHICH CONFORMS TO THE FOLLOWING GRADING: TO A NEAT STRAIGHT LINE. PAVEMENT CRACKED ADJACENT TO THE TRENCH SHALL BE REMOVED. SELECTED NATIVE SOIL 1" MAX SIZE COMPACT TO 90% 1/47 TO 3/4" ROCK BEDDING SEE TRENCH DETAIL ® LEFT TOP SIDE FOR THIS PORTION + I L MIIV. (24.8") TYPICAL BEDDING FOR VCP SEWER (10' OR DEEPER) NTS SIEVE SIZE PERCENTAGE PASSING SIEVES 2-1/2" 90-100 NO. 4 35-100 1" 100 3/4" 90-100 1 /2" 30-60 3/8" 0-20 ASTM C 131 TEST GRADING B Underground Service Alert PLANS PREPARED BY: REVISIONS BENCH MARK: CITY OF F SECTION 4216/4217 OF THE GOVERNMENT CODEQFESSION4 ELIAS A. BUSUEGO, JR. II No. DATE BY DESCRIPTION APP'D BY DATE REQUIRES A DIG ALERT IDENTIFICATION NUMBER o A 01/28/03 EAB CHANGED DETAIL 1 FROM IMAGE TO DRAWING. 1. ! . TRH 01/28/03 SOUTH 1-110-ILAND AVENUE AND JUNIPER AVENUE SEWER SYSTEM IMPROVEMENTS SP -46-01 BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL ��`` �, ! ��,,, Fpm SAN BERNARDINO COUNTY BENCH MARK BE VALID. �~ DESIGNED BY: T. R. HOLLIMAN, P.E. DATE: 09/01 ® 03 13 03 EAB CHANGED WOODEN SKID TO WELDED STEEL RAIL AND SUPPORT IN THE ASING .H 03 13 03 DRAWN BY: SCALE: Associated Engineers 4 E -S G. DYE TO SUPPORT THE PIPE AND FILLED WITH SAND BETWEEN THE PIPE AND T CA TNG. NO. 616, BRASS CAP IN GAS STATION SEWER IMPROVEMENT PLAN „ - g -- W m EAB S. HIGHLAND AVE., JUNIPER AVE., & WALNUT ST. 1 — 40 AFORE y � N0. C 49004 � DRAWN BY: E. A. BUSUEGO, JR. II DATE: 10/01 03/13/03 PUMP ISLAND SOUTHEAST CORNER C== 0 Call: TOLL FREE 3311 EAST SHELBY STREET ONTARIO CALIFORNIA 91764 ®EAB RECORD DRAWING. ,� j / w�CHECKED BY: T. R. HOLLIMAN, P.E. DATE: 04/02 TEL.: (909) 980-1982 FAX: (909) 941-0891 EXP. 09 31 05 HIGHLAND AVE. AND CITRUS AVE, DESIGNED BY: DATE: — s CIVIL �= APPROVED: TRH CONS �UCTION DETAILS 11/15/2001 1-800 T9T E°�� ELEVATION = 1510.91 � " 227-2600 F OF OX\- O t %/ CHECKED BY: APP OVED DATE: DRAWING NO. 3 (NOTE. GAS STATION IS ABANDONED) 3133 A J0016 G. DYE, P.E. RCE# C 49004 DATE CI -N ENGINEER R.C.E. N0. THIS PLAN IS COPYRIGHTED BY ASSOCIATED ENGINEERS, INC. 2001 L:\2001\01064\DWG\AsBuilt\Sewer3C.dwg 30January2003