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Home My WebLink About4376-3 s NEW 60" DIA. MANHOLE 1NEW 60" DIA. MANHOLE /- PER DETAIL 2, SHEET 2 OF 5 PER DETAIL 2, SHEET 2 OF 5 VCP CONNECTION PER DETAIL "A" ON SHEET 2. CASING DETAIL NOTES: • 1 . ALL STEEL CASING PIPE JOINTS SHALL BE WELEDED FULL CIRCUMFERENCE. t. CASING LENGTH PER PLAN .• 2. PERIPHERY OF CASING TO BE PRESSURE GROUTED. SPACING BETWEEN CASING _ f 3. CARRIER PIPE SHALL BE AIR TESTED PRIOR TO FILLING CASING WITH AIR BLOWN SAND. • 48" I.D. STEEL CASING ISOLATORS PER sMANUFACTURER'S A !-- 4. UPSTREAM AND DOWNSTREAM ELEVATIONS TO BE VERIFIED PRIOR TO FILLING CASING. A♦� RECCOMENDATIONS 7 5. SPACING BETWEEN THE CASING SPACERS SHALL BE PER THE MANUFACTURER'S \\,,,,,,,.,, v,..\\-„,,,,,,,,1 ��`��N' .NNNN�� \\N\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\ N\�� L RECOMMENDATIONS. 1 _ __/ __ 27" I.D. "NO DIG" VCP 6. STEEL CASING SHALL BE INSTALLED BY THE DRY BORING AND/OR JACKING METHOD. / _ __ 7. MINIMUM INSIDE DIAMETER AND WALL THICKNESS OF CASING SHALL BE AS SHOWN BELOW. `N\N\ \NNS 1-\NN\ \\- \\ `777 \�� N\\N�»NN�N\ \\\NN\\ `\\N\\ ��N\�� 8. STEEL CASING SHALL HAVE 2" GROUT CONNECTIONS WITH CAST IRON THREADED PLUGS. SPACE AT 8' CENTERS LONGITUDINALLY AND OFFSET 22 DEGREES FROM VERTICAL AND STAGGERED . . .. A STAINLESS STEEL COLLAR A TO THE LEFT AND RIGHT OF THE TOP LONGITUDINAL AXIS OF THE STEEL CASING. • . AT PIPE JOINT TYPICAL �� •, • - - : .. • STEEL CASING ISOLATOR/ ^04010010-111 SPACER PER SECTION A-A. ,X4.444- ; ,Vi=i= GROUT CONNECTION PER CASING NOTE 8 ABOVE (E)SEWER MANHOLE CASING DETAIL FILL SPACING WITH Oillk COVER TO REMAIN AIR BLOWN SAND PER BETW=IIRAU=R4V , /- (E)FINISHED SURFACE NOT TO SCALE SPECIFICATIONS OF ROADWAY , : '_ ` CASING PIPE a/,' 4'' 1 /, 414t - Alt 77-4 BORE AND JACK GENERAL NOTES . �'," THICK 11 1 . THE CONTRACTOR SHALL INSTALL A SURFACE MONITORING PROGRAM, CONSISTING OF SURVEY NAILS, W00.IIIIIIII4,A EVERY 25' ALONG THE ALIGNMENT. SUBSURFACE MONITORING POINTS SHALL CONSIST OF TWO SINGLE o o 27" I.D. "NO-DIG" VCP SEWER 4 POINT "BORROS TYPE ANCHORS" OR EQUAL AS RECOMMENDED BY THE MANUFACTURER APPLIED �\5 145/, PIPE, BY MISSION CLAY PRODUCTS, GEOMETRICS 831-462-2801 , SINCO 800-286-4751 , OR EQUAL. THE PRECISE LOCATION SHALL BE 8' LENGTHS. ' PROVIDED IN THE CONTRACTOR'S MONITORING PLAN. \ I 4 4 (E)SEWER MANHOLE TO ( , REMAIN IN PLACE. MEASUREMENTS) FOR REVIEW AND APPROVAL BY THE ENGINEER AND STATE CALTRANS INSPECTOR / ,2. THE CONTRACTOR SHALL SUBMIT A DETAILED MONITORING PLAN (INCLUDING FREQUENCY 0 , :/... PRIOR . _ __. . _. __... _ . _. TO TUNNELING. _ _. ._.._ _ _ _ _ _ _ 48,, LN .... 4 4 - - TU NG. _ DIAMETER 450 / \ T=2.44"ar, _. _ - SIDE , 450 a - STEEL CASING ' r/ 30 1� - , 3. THE CONTRACTOR SHALL ESTABLISH A SURVEY GRID LINE AS OUTLINED IN THE MONITORING. PLAN. • -A- I r AT THE OPTION OF THE CONTRACTOR, THE CONTRACTOR MAY USE THE SERVICES OF CALTRANS SURVEY PIPE G-2 GLASS REINFORCED 4 4 GROUP TO ESTABLISH THE GRID LINE AND PROVIDE THE INITIAL AND FINAL COMPLETED SETTLEMENT ta�if� POLYESTER RUNNER REQUIREMENTS. THE CONTRACTOR IS REQUIRED TO REIMBURSE CALTRANS. Wilk' 4. THE DESIGN AND CONSTRUCTION 4 � 4 ' OF EXCAVATION SUPPORT SYSTEMS FOR THE SHAFTS SHALL BE THE FILLWITH SAND-CEMENT I j RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SLURRY TO 18" ABOVE SPECIFICATIONS. (TYP.) INSTALL TYPE 'Al2G-2' PAINTED STEEL CASING -4-1 -4- SEWER PIPE. ISOLATOR WITH 12" WIDE STEEL BAND BY PIPELINE , 5. EXTENTS OF PIT WORK AREAS SHOWN ON PLANS ARE APPROXIMATE. DESIGN AND CONSTRUCTION OF SEAL & INSULATOR INC., 6 TOTAL RUNNERS AROUND ' (E)VCP SEWER PIPE, TO REMAIN. 1 PIT EXCAVATION SUPPORT SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE SIZE OF CARRIER PIPE, NON-CENTERED/RESTRAINED. 11 4 4 4 a 4 FILL PIPE WITH SAND-CEMENT THE PIT WORK AREA SHALL BE AT THE CONTRACTOR'S OPTION, BUT ALL EARTHWORK FOR PIT SLURRY PER PROJECT EXCAVATIONS SHALL BE WITHIN THE PIPELINE RIGHT-OF-WAY. SECTION A - A 4 G -. ' , I SPECIFICATION INSTRUCTIONS. • SCALE: 1"=1 ' 1 6. CONSTRUCTION PITS SHALL BE A MINIMUM OF 5' FROM CALTRANS RIGHT OF WAY. J a • ' a 7. CONTRACTOR SHALL PROVIDE A WORK PLAN FOR HANDLING CONTROL AND DISPOSAL OF ALL NUISANCE _ 4 J . ,, . (1 AND PERCHED GROUNDWATER ENTERING THE BORE AND JACK WORK AREA AS SPECIFIED IN THE PROJECT o _ .A o .. o SPECIFICATIONS. • 4 - 4 " , 4 " • 4 CALTRANS ENCROACHMENT PERMIT CODE ( TN) NOTES : J J , 4 , 4 , 4 ' , 8. CASINGS PLACED WITHIN FREEWAY RIGHT OF WAY SHALL EXTEND TO THE ACCESS CONTROL LINES. 1 . AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN OR NEAR THE STATE 9. THE BORE PITS AND RECEIVING PITS SHALL BE LOCATED OUTSIDE THE FREEWAY RIGHT OF WAY. RIGHT OF WAY BY CONTRACTOR. PROFILE VIEW 2. UNDER CALIFORNIA LAW A TUNNEL IS DEFINED AS ANY JACKED CASING, LINER PLATE, OR WOOD MANHOLE ABANDON ENT DETAIL 10. THE BORE AND RECEIVING PITS SHALL BE ADEQUATELY SECURED WITH 6' HIGH CHAIN LINK FENCE LAGGING WORK THAT IS 30" OR LARGER IN DIAMETER. TUNNELING MUST CONFORM TO THE REQUIREMENTS AROUND THEIR PERIMETERS DURING NON-WORKING HOURS. FOR BORE AND JACKED PIPE LISTED IN SECTION 623 IN CHAPTER 600 OF THE CALTRANS UTILITY NOT TO SCALE ENCROACHMENT PERMITS MANUAL. 11 . ALL PITS SHOULD HAVE CRUSHED-ROCK AND SUMP AREAS TO CLEAR GROUNDWATER AND WATER USED TO CLEAN THE CASING. PITS SHALL BE LINED WITH FILTER FABRIC WHEN GROUNDWATER IS FOUND AND UNION PACIFIC RAILROAD NOTES : PUMPING IS REQUIRED. 3. TUNNELING IS AUTHORIZED WHEN THE PERMITTEE PROVIDES FULL-TIME INSPECTION AND IS MONITORED BY A CALTRANS REPRESENTATIVE.' 1 . JACKING PITS SHALL BE A MINIMUM OF 30 FEET FROM THE CENTERLINE OF TRACKS. 12. BORE AND RECEIVING PITS SHALL BE SHORED IN ACCORDANCE TO CAL-OSHA REQUIREMENTS. SHORING OF PITS LOCATED WITHIN 15' OF LANES WITHIN STATE HIGHWAY RIGHT-OF-WAY SHALL NOT EXTEND MORE 4. THE PERMITTEE SHALL SET AND CHECK A SURVEY GRID OVER THE CENTERLINE OF THE PIPE JACKING 2. PIPELINES SHALL, WHERE PRACTICABLE, BE LOCATED TO CROSS TRACKS AT APPROXIMATELY THAN 36" IN HEIGHT ABOVE THE PAVEMENT GRADE, UNLESS AUTHORIZED BY A CALTRAN'S REPRESENTATIVE. OR TUNNELING OPERATION. COPIES OF THE SURVEY NOTES SHOULD BE SUBMITTED TO THE CALTRANS RIGHT ANGLES THERETO AND SAID CROSSING SHALL NOT BE CLOSER THAN 50 FEET TO ANY REPRESENTATIVE AT THE DEPARTMENT'S DISCRETION. PORTION OF ANY RAILROAD BRIDGE, BUILDING, OR OTHER IMPORTANT STRUCTURE. 13. REFLECTORS SHALL BE AFFIXED TO THE SHORING ON ALL SIDES FACING TRAFFIC. PIPELINES AND CASING PIPE SHALL BE AT LEAST 16 FEET (VERTICALLY) FROM AERIAL ELECTRIC 5.. CALTRANS MAY REQUIRE SAND SHEILDS AS GROUND CONDITIONS CHANGE. WIRED AND SHALL BE SUITABLY INSULATED FROM UNDERGROUND CONDUITS CARRYING ELECTRIC 14. PITS SHALL NOT AFFECT ANY STATE FACILITIES, OR CREATE A HAZARD TO THE TRAVELING PUBLIC. WIRES ON RAILROAD RIGHT OF WAY. DAMAGED STATE FACILITIES SHALL BE REPLACED IN-KIND OR REPAIRED TO THEIR ORIGINAL STATE. 6. THE METHOD USED TO CHECK THE GRADE AND ALIGNMENT SHALL BE APPROVED BY CALTRANS' REPRESENTATIVE BEFORE WORK BEGINS. 3. UPON COMPLETION OF THE PIPELINE INSTALLATION WORK ALL RUBBISH, EXCESS MATERIALS, 15. TEMPORARY TYPE-K RAILING SHALL BE PLACED AT A 20:1 TAPER OR AS OTHERWISE DIRECTED BY THE a' m rn TEMPORARY STRUCTURES AND EQUIPMENT ARE TO BE REMOVED AND THE RAILROAD'S RIGHT OF CALTRANS' REPRESENTATIVE TO MAINTAIN THE INTEGRITY OF THE ADJACENT TRAVEL LANE. 7. PRESSURE GROUTING FOR LINEAR PLATES, RIB AND SPILLING, OR RIB AND LAGGING TUNNELS SHALL 00 WAY CLEANED AND RESTORED TO THE SATISFACTION OF THE RAILROAD'S CHIEF ENGINEER OR HIS BE AT EVERY 8' SECTION OR AT THE END OF WORK SHIFT BEFORE THE NEXT SECTION IS EXCAVATED. N , O AUTHORIZED REPRESENTATIVE. DISTURBED AREAS SHALL BE SEEDED OR OTHERWISE PROTECTED 16. THE CONTRACTOR SHALL SUBMIT TO THE CITY ENGINEER, CALTRANS & UNION PACIFIC RR FOR ALL GROUTING SHALL BE COMPLETED BY THE END OF EACH WORKDAY. O. c., TO CONTROL EROSION AS SPECIFIED BY THE CHIEF ENGINEER OF THE RAILROAD. APPROVAL, DETAILS OF THE FOLLOWING IN ADVANCE OF THE PROPOSED JACKING OPERATION: SAND FILL o a, MIX DESIGN, PLACEMENT METHOD, EQUIPMENT, LOCATION, SIZE, DEPTH & BRACING FOR BORE & RECEIVING 8. A METHOD FOR SECURING THE HEADWAY AT THE END OF EACH WORKDAY IS REQUIRED. BREAST PLATES - 'v coPITS. SHALL BE INSTALLED DURING WORKING HOURS FOR RUNNING SAND OR SUPER-SATURATED SOIL. ^ Q II II SANTA FE PACIFIC PIPELINES, INC (SFPP) : 00 ( KINDER MORGAN) m e _ 1ELT " r � + 00 0 o J NOTES: aii CO I 1 . PRIOR TO WORK NEAR SFPP PIPELINES (AND BEFORE JACKING PIT CONSTRUCTION Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA w �, M BEGINS), SFPP'S PIPELINE SHALL BE EXPOSED BY HAND IN THE PRESENCE OF AN F-- . 0 I �owARo srF PUBLIC WORKS DEPARTMENT O 0 SFPP INSPECTOR AT THE POINT OF CROSSING PRIOR TO THE USE OF POWER � .� •s,� S acs EQUIPMENT. THIS WILL BE REQUIRED WHETHER CROSSING IS BY TRENCHING OR BY c�m, NO• z''t im 2201 DUPONT DRIVE,SUITE 200 DRAWN BY: CYPRESS AVENUE SEWER ` z 0 ^ BORING. BACKFILL AROUND THE PIPELINE MUST BE EITHER SAND OR ROCK FREE M arc 25068 y IRVINE,CA 92612 Kr 2 O II w DIRT AND MUST BE HAND COMPACTED. PM Tel:(949)2839322 Fax:(949)2831225 I J . (EXPIRES 12-31-09) DESIGNED BY: DATE DETAIL SHEET a 4)., KT/RS 4-02-2007 o Z Il 2• CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED OVER EXISTING SFPP PIPELINES. oiv� . -•`� m "AS-BUILT" 9-2-09 RS RI 10i21'e. �' ef.,, Date:12 07 200 CHECKED BY: APPROVED BY: A I _ DRAWING NO.: 3 I CAL RS 'r.•vC. / l � DAIS ( /O 0 7 a O REV REVISION DESCRIPTION DATE ENGR. aTY DATE ROBERT STEAFFENS - R.C.E. 25068 N CITY ENGINEER R.C.E. 51152 43 7 6 5 n o D o