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HomeMy WebLinkAbout1.2-7291Know below. Call before you dig. TENTATIVE TRACT NO, t29 COORDINATION NOTE: CONTRACTOR TO COORDINATE CONSTRUCTION OF THIS PROJECT WITH THE STREET PLANS FOR BOTH TRACT 7291 AND FOR THE MINI STORAGE FACILITY AT 15000 STOCKDALE HIGHWAY SW -1 SW -2 SW -3 SW -5 INDEX OF SHEETS L COVER SHEET 2. NOTES 3. STOCKDALE HIGHWAY PLAN AND PROFILE SHEET 4. CLAUDIA AUTUMN PLAN & PROFILE SHEET 5. CLAUDIA AUTUMN PLAN & PROFILE SHEET 2 6. DETAIL SHEET : , .1 : BENCHMARK. TOP OF BRASS DISC LOCATED AT THE SOUTHEAST CORNER OF PROJECT SITE, AND THE 90' OFFSET LINE (WEST) FROM THE CENTERLINE OF CLAUDIA AUTUM DRIVE (40' WEST OF THE EAST RlW) AT THE INTERSECTION WITH STOCKDALE HIGHWAY. ELEVATION IS 356.69' (NAVD88) THE BENCHMARK DERIVED FOR THIS PROJECT LOCATION WAS DERIVED USING NGS' ONLINE POSITIONING USERS SERVICE (OPUS). THE ELEVATIONS PROVIDED ARE BASED ON THE NAVD88 DATUM AND ARE DERIVED FROM POST PROCESSED GPS SOLUTIONS. THE BASE STATIONS USED FOR THIS DERIVATION WERE PID-DM7566, PID-DM6980, PID-DM6177 (EPOCH 2002.0000, GEOID09). MR..... ... .. ii s .► 11 A BEARING OF S 890 29'34" E SHOWN FOR THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 34, T.29S., R.26E., M.D.B.&M., ON THE MAP FILED IN BOOK 10 OF RECORDS OF SURVEYS AT PAGES 197 AND 198, IN THE OFFICE OF THE KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARINGS ON THIS MAP. ON RD JOHNSECT z ITE ITEWESTSIDE O PKWY 4 TRA�CT 7 SHEET S 44 91 ERF ��� 9 UU SHEET 4 _. SHEET 3 ca S74CKDALE HWY o ce z LU0 a E LU fe E,, �.. UU I— CL' .. O J v .f Z = <[ ® W W. ¢ KERN RIVER LU VICINIT Y MAP. N.T.S. • AS 'y�y � � O n � C.0 � U c. o " Ln o a ,:�4 s'. Uj Cn CD 1.t1 cv o MA -1 --- bmlAm L S L I S&i T �S C! sT '�oa 1 z LOT 98 LOT 96 LOT 94 LOT 92 LOT 90 Q x v co5- m I U-) 1[) 0 LOT $ LOT 6 LOT 4 LOT 2 © � , � o LOT 9 LOT 95 LOT 93 LOT 9? LOT 9 LOT 7 LOT 5 LOT 3 LOT 9 "' °- > 'LLI'- U - LOT ITEM DESCRIPTION QUANTITY UNIT � fi. 1 Install Catch Basin 1.0 E.A. U) 2 Install 18" RCP SD Pipe 28.0 L.F. CLAUDIA'AUTiDMIV RD. � ua LU 3 6"PVC Sanitary Sewer Pipe 583.0 L.F. UJI 2 v 4 48" Sanitary Sewer Manhole 2.0 E.A�� a @I Uj w 5 Connect to Existing Sewer 1.0 E.A. O ¢� m NO 6 Install 4" PVC Sewer Lateral 735.0 L.F. cL v 7 Install City Standard SS Cleanout 1.0 E.A. NORTH SW -6 SW -7 D-94 D-96 NOTE: 9. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS AND STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEERS STATEMENT s I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING APPROVED BY: STEVEN J. MACIAS R.C.E. 83360 °l'1SCt4 Dare 91 APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. 6169 EXP 92139196 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE 1.2-7291 PLOT DATE: Sep 15, 2016 JOB NO.: 94292 FILE NAME: 1429Z -01 -SD -SS -CV SCALE: NONE SHEET NO.: 1 OF 6 z O UU � o ca o Cn fe UU .. J v .f Li.l = <[ ® W W. ¢ LU W 0 w O 0 CAN HE� 00 PLOT DATE: Sep 15, 2016 JOB NO.: 94292 FILE NAME: 1429Z -01 -SD -SS -CV SCALE: NONE SHEET NO.: 1 OF 6 STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS. LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONEEl-800-227-2600 CONTRACTOR TO CALL FOR USA TO LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVEN A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. 24 HOUR NOTICE: PRIOR 7O THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661)-326-3049. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPERISUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 2. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: SW -1, SW -2, SW -3, SW -5, SW -6, SW -7, D-14 AND D-16 3. VCP INSTALLATION MATERIALS: THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATIONS C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND CURRENT ASTM SPECIFICATION C-12 JOINTS: THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING TO THE CURRENT ASTM SPECIFICATION C-425 THE PIPE AND FITTINGS FOR 6", 8", 10", AND 12° SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING TO THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THE "MAINLINE" SANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425 (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUTIN FITTINGS ARE NOT PERMITTED. JOINTS: USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND III EMBEDMENT MATERIALS SHALL BE CONSIDERED SUITABLE. 5. PVC PIPE INSTALLATION: MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR 35. PIPE AND FITTINGS SHALL BE HOMOGENOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUTIN FITTINGS ARE NOT PERMITTED. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6. REINFORCED CONCRETE PIPE WITH PVC LINING: REINFORCED CONCRETE PIPE WITH PCV LINING SHALL MEET THE FOLLOWING REQUIREMENTS: I.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV OR CLASS V WITH WALLS "B" OR "C". RCP SHALL MEET ASTM C-76 FOR STRENGTH, ASTM C-361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED O-RING GASKET. PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360 ° OF THE PIPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTALLATION OF THE LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTION AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS: 1.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77 ° t 5 (25 ° C t 3). PROPERTY INITIALPA( R.1.C) TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPE D (WITH RESPECT TO INITIAL TEST RESULT) 1 -SEC. 50-60 ±5 10 -SEC. 35-50 t5 WEIGHT CHANGE t1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE S. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY 3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF ALL LEAST 100 POUNDS PER LINEAR INCH (1800 KC/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70 ° - 80 ° F (21 ° - 27 ° C) INCLUSIVE. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES, OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL. THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO Y4 -INCH (6 MM) SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF THE LINER:* AFTER CONDITIONS TO CONSTANT WEIGHT AT 110 ° F (43 ° C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77 ° F t5 (25 0 C ±.3). AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7-2.03(1.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION. CHEMICAL SOLUTION CONCENTRATION SULFURIC ACID 20%** SODIUM HYDROXIDE 5% AMMONIUM HYDROXIDE 5%** NITRIC ACID 1%** FERRIC CHLORIDE 1% 1% SOAP 0.1% DETERGENT C-4 ,.n T ii- vo 2 M M 0. (LINEAR ALKYL BENZYL SULFONATE OR LAS) 0.1% BACTERIOLOGICAL BOD NOT LESS THAN 700 PPM � *THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. **VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. 1.0. DETAILS AND DIMENSIONS OF LINEAR SHEETS: LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. 1.E. INSTALLATION OF LINING: INSTALLATION OF LINING, INCLUDING PREHEATING OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. COVERAGE OF THE LINING SHALL NOT BE LESS THAT THE MINIMUM SHOWN ON THE PLANS. THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL WITH THE LONGITUDINAL AXIS OF THE PIPE. THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-112 INCHES (38 MM) FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE. CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE. IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL BE FUSED TO THE LINER OVER THE ENTIRE PATCHED AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE, ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 1.F. APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS: THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF THE PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT TO BE MADE WITH THE JOINING CONCRETE PIPE. WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED WITH LINING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOTE OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH THE EXTERIOR SLING OR WITH A SUITABLE FORK LIFT. ON PIPE HAVING A 360 ° LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE SHOP -WELDED JOINTS. NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE: THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN . SUCH A MANNER THAT THE MORTAR SHALL NOT, A7 ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FORM LINING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THE CLEAN AND DRY. TYPE P-1: THE JOINT SHALL BE MADE WITH SPATE 4 -INCH (100 MM) JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF Y INCH (13 MM) TYPE P-2: THE JOINT SHALL BE MADE WITH THE JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE SECTION A MINIMUM OF I INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE LINING OF THE ADJACENT PIPE USING 1 -INCH (25 MM) WELD STRIP. CARE SHOULD BE TAKEN TO PROTECT HE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING THE JOINT MORTARING SHALL BE AVOIDED. THE TEMPERATURES BELOW 50 F (10 C), HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE. THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH (MEASURED FORM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F) 260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY Y INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENTS SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES, WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD 6 TO 81NCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF POTENTIAL FUTURE GROUNDWATER BUILD-UP. 1.H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS: LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES USING A MINIMUM NUMBER OF SEPARATE PIECES. UNLESS OTHERWISE SHOWN ON THE PLANS, THE LINING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AN ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE.A7 EACH RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC -LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WITH A MINIMUM OF 1 INCH (925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL. 1.€. TESTING AND REPAIRING DAMAGED SURFACES: AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (TINKER & RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS, ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROVING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-2.03(1.E) PARA. 8 ABOVE. EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS: CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. . PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "D". PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: 1. MATERIAL: PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM TO ASTM D 3212 AND ASTM F 477. 2. TESTING: MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION: INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE". 4. FIELD TESTS: IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING: DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO-GO 5% MANDREL. THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: MANDREL DIAMETER = BASE PIPE I.D.-(Y/100X BASE PIPE €.D) WHERE Y = ALLOWABLE DEFLECTION IN % (5%) BASE ID = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE MANUFACTURER) THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) MINIMUM. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE -BACKFILLED, RE -COMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE SHOWN ON THE PLANS. CONNECTION SEAL TO PVC LINED SEWERLINE OR MANHOLE 1. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CONNECTING LINE. THE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE, OR PLASTIC LINER. 2. PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL BE SEALED TO THE PVC BOOT WITH SIKH 449/203 PRIMER AND SIKA FLEX IA SEALANT OR AN APPROVED EQUAL. 3. THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGLY TO THE OUTSIDE WALL OF THE CONNECTION. 4. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION. 5. THE CONNECTING LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO IT IS FLUSH WITH THE INSIDE WALL OF THE RCP. 6. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN APPROVED EQUAL BY THE CITY ENGINEER. 7. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILS SECTIONS PROVIDE IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPE SOFT PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 8. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS, AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THAN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 9. TRENCH BACKFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR IT ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR ANY COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE. CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS: DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL: "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF PUMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THE EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL: ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILL WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-112) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-112) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTION: TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3 "TESTING", OF THE STANDARD SPECIFICATION, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAT IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN l NINETY PERCENT (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR 01556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDER RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 10. SEWER PIPE INSTALLATION: SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVED THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES HALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHODS UPC SEC. 318-6(4), OR THE WATER EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4 `TESTING PIPELINES' OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SETAS CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAIN AS SEWER FOR THE APPROPRIATE DIAMETERS. 11. SYSTEM TESTING: A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION.MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNS FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360 °, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND THE WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. TALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY LINE WITH 30" OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RIGHT-OF-WAY LINE AS SHOWN IN THE"SEWER LATERAL MARKER DETAIL, C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF T DEEP AT PROPERTY LINE OR RIGHT-OF-WAY LINE AND MINIMUM OF 2.5' DEEP AT FLOW LINE. 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8 AND, S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-20 MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. 15. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. . EXCEPT WHERE OTHERWISE DESIGNED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.066, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS: ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING: NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROCESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING DRAIN LINE. CUTTING PIPE: THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY T SEMBLY ERECTION AND COMPLETION OF THE WORALL PIPE SHALL BE CUT TO O THE ASSEMBLY, , K. FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NOT ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. 16. BORED / JACKED PIPE: CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BOREDMACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORINGMACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTSOARDING AND OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. 17. MINOR STRUCTURES: MINOR STRUCTURES: PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. 18. ADJUST SURVEY MONUMENT ENCASEMENTS - SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN STACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OR ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. • 7. Im a allillill ��kEER b/ C,1 pS ydo Co O r- w ro n , a r7 0 > c� w oo U LA.. 1;5 v ,,11 Cl SN�0 1 S PLOT DATE: Sep 15, 2016 JOB NO.: 14292 FILE NAME: 14292 02 SD -SS NOTES SCALE: NONE SHEET NO.: 2 OF 6 <t Lu F - co 0 fit-- _ VJ �; "Lu C-4 ,.n T ii- vo 2 M M 0. �-co ZC)� � �m��� to co �-Coccoo m pct5;WLE z a V W. Aft m 0 m m vs :;E� w C/) a �_ m u.E 3: a o PLOT DATE: Sep 15, 2016 JOB NO.: 14292 FILE NAME: 14292 02 SD -SS NOTES SCALE: NONE SHEET NO.: 2 OF 6 0 a m ;� =) C) C/) �_ Z R Z uj CCL (/)m >N Z c7� c) Q uj :2CCR) Lu /) 0 0 (l) LLL � m Q �j o X �zN x LU �Wrn --i -%� 0 Lo mR� 'to- I 0 PLOT DATE: Sep 15, 2016 JOB NO.: 14292 FILE NAME: 14292 02 SD -SS NOTES SCALE: NONE SHEET NO.: 2 OF 6 A PLOT DATE: Sep 20, 2016 JOB NO.: 14292 FILE NAME: 142RZ-Q-SD-SS LSTOCK SCALE: AS NOTED I SHEET NO.: 3 OF 6 1 Lu cn 0 Lo Lo Et!, cq CL U- Cry M M U < Lr> co • -i Lo Lo CL CJ) M Lo i. LU m �4 c"3 CL LL - -T- co Ul PLOT DATE: Sep 20, 2016 JOB NO.: 14292 FILE NAME: 142RZ-Q-SD-SS LSTOCK SCALE: AS NOTED I SHEET NO.: 3 OF 6 1 z 0 CL U cla • -i CL PLOT DATE: Sep 20, 2016 JOB NO.: 14292 FILE NAME: 142RZ-Q-SD-SS LSTOCK SCALE: AS NOTED I SHEET NO.: 3 OF 6 z 0 CL U cla -i CL Im >— co cf) 0 X LU < 04 < —j --j cr) o < LU LU < C) U) Q) <ef- oc i�E CCIV4 C) LU cr) uj cri Lo a � ivli 0 V) PLOT DATE: Sep 20, 2016 JOB NO.: 14292 FILE NAME: 142RZ-Q-SD-SS LSTOCK SCALE: AS NOTED I SHEET NO.: 3 OF 6 PLOT DATE: Sep 20, 2016 JOB NO.: 14292 FILE NAME: 1429Z-04-05-SD-ss-CLA SCALE: AS NOTED I SHEET NO.: 4 OF 6 l< uj I -- co LU COcit U-> ui U- cv> M ci < CM F---; C> :z co cq U) <co U-> :eoi m c/) c/) m U-> cia: > Liu -* U- LU r AN LU C) cn cn ui m LU < 04 30-: w a- tc",4 PLOT DATE: Sep 20, 2016 JOB NO.: 14292 FILE NAME: 1429Z-04-05-SD-ss-CLA SCALE: AS NOTED I SHEET NO.: 4 OF 6 LU U) C) LU LU C) < 04 cf) zj tc",4 Lu 'Lu U) 0 < o igE z: Cl) LU 0 Lo 63� g Lu ccn,4 8.:r? PLOT DATE: Sep 15, 2016 JOB NO.: 14292 FILE NAME: 14292-04-OUD-SSLdCLA SCALE: AS NOTED SHEET NO.: 5 OF 6 ui cl) C-4 C..j U - LU C14 U- c..> m 2 mm cl < C.) co OR --.V < 03 06 cn U-) U'> CO m Lo Lo ct O Q-' JUJ U- uj PLOT DATE: Sep 15, 2016 JOB NO.: 14292 FILE NAME: 14292-04-OUD-SSLdCLA SCALE: AS NOTED SHEET NO.: 5 OF 6 CN • uj 3: C/) PLOT DATE: Sep 15, 2016 JOB NO.: 14292 FILE NAME: 14292-04-OUD-SSLdCLA SCALE: AS NOTED SHEET NO.: 5 OF 6 CN uj 3: C/) 0 Q-, c/) C�s > CL LU o LLJ > CC) c) U) 0 cl) moo :y < cqCN t -- O O <O cf) (-) < -4- Ci LUc/) i� cc -,44 Lij 0 M EXE o PLOT DATE: Sep 15, 2016 JOB NO.: 14292 FILE NAME: 14292-04-OUD-SSLdCLA SCALE: AS NOTED SHEET NO.: 5 OF 6 NO TES: -j- Mere incoming and avt*g - I sewers v a manhole vary in t For pyres 6.0' to 0' in diameter a size, Mend lower halves of licensed contractor who has the proper equipment and sewers 8 0' beyond cg permits is considered on approved Wt and may core inside of wall and shape . `.: \1 Wf 6 into the citys renes or remove a section and construct V transfion channel between '4.: -'. I 40' Da 11 a w)v or tea For p4)es - 13' or IaW, a manhole ends of lower halves of pon + must be consti7icted where cmNsr are made The City 81*Wfor must Observe the 076taff0bW of sod;ft to ewes. Mere h7coming and OUtgO#7g r 2 Vib*d clay pipe soder stmt be aft sbwqffi day . •. .... sewers in a manhole me of R -OF-WAY pyre and shd conkm to the mpkffmts of the West the 7 IGHT It ! i same dameter the top Coast Stwdar& of the d17 L r_=:� - - - =_1 Cement Joint Y Poe il$16te, half of po stroll only be 02' X aj'x 2.0' WOOD STAKE removed between *ds and I the Ww edges shill be GROUND OR METAL STAKE ACCEPTABLE Gaps /brmed by uneven hole cut 3 V6P saddes may hove either lugs or collars plastered smooth with blo, enstmg sew mow " 4 A& belt " be &w, dvdar and concentdc mffi the CX -j cement mortar be plugged with paper before bore of the pie and shd be scored on the kd& of PLAN AT SURFACE PLAN AT BOTTOM 2.5' MIN. cementk* go not use Oak= its entire depth. 14 GAGE P.Cr. M not to be pored untag HIGH WATER LINE ±347.40 00 UTILITY CONDUITS WRE PLAN VIEW 5 Openngs in exist#79 sew Ad be made only large pig is in place. W and lid 0 enough to mit aY of sWe tutting Lugs or cd1ors R --a5' to be 0125' to oz' PLUG, SOLVENT WELDED not raffig a7 jape 9W he bWed ip ard wded OR RUBBER GASKETSD CAP with epoxy 0ja below new Wined povkig, 20' Min. 6. A# instaffoLtrs sbdl be inspected by the Aft Work 80' 07. SEWER LATERAL &portmart of the Lit of Hakerslidd prkr to bockg. NOTES 4.0' MIN. Z For PVC and ABS pO4 fittings shal be injection molded -I Mortar 1 \-2. L Alf work sho# confam to the apprcatle wtkns of the and shd be instaW i? rhe on new poa%= cut -in Veaftibu enflhd 'Stmdffd _�eci§Wam State of Ay Pocked TRACT 6144 fitffiigs are not permitted on new subdiv&bw or new 2 0 Min. California, Deparbent of Trosportation, approved new make lkin •cufffflt edition. NOTES: 8 PVC or ABS sad*s shah be fub6ff gasketed and NI unr#W manhole imts " be ffied mffi Kent shad be fastmed by stak6less sleet bmd& 1. STAMP 'S' INTO CURB FACE OVER SEWER LATERAL. 23' sod or approved Md mos& equat h?si* of manholes 45' Max must be mortared and neogy raked or *Y;wd on inside 2. ENSURE 5. 0' MINIMUM COVER AND 7.0' MAA9MbM COVER AT of pipe BOTTOM EXIST.: 339.40 PROPERTY LINE AND 5.3' MINIMUM AT FLOWLINE J. Pre cost reinforced manhole SeChbnS " be constructed 3. LATERALS LOCATED $0 NOT TO CONFLICT WITH U77LI77ES. Y must not extend into i7 accordance ofth the proWsim of ASN C-41-8, 1.51 sew ma current efflim. 4. All sewer monhvieg for sewer lines I*W than 18* t BOTTOM PROP.: 337.90 ELEVA 77ON #7 dkmeter shall be kW with 'T -Lock' or approved e0of EXCAVATE 541 CU YD LOWER THE BOTTOM OF 4. 0' Dia. 5 Concrete pad " be cured with a Mile pigmented POND BY 1,5 FT @ 2:1 SIDE SLOPES coning gourd as per section 90-ZO18 of the standard V V spechIcatkim Shelf slope is 8 3M 6. See standard drowbg SW -6 for frame; cover, and ckap manhole deta& X Z A# channels dW be smooth rmdied with steel towel 4. 0 Mb. Wf shall be broom M&W kr s1p resistom + FXENAMF- SW -TREY FUNAME. SW-IREV VAIE 6/2/n 6/2/" nLENAME:' W-2REV STANDARD am"" STANDARD 7* 6/2/99 Xu XU CHEOM STANDARD DRAWN M. SHAW M. SHAVO I icu SEWER LATERAL MARKER SME SEWER PIPE SrAr 4.69' am= N.T.S. CONNECTION MANHOLE k SHAW SKUT M IPPROVEDsvleer TYPE "A" scare N.T.S. CITY OF BAKERSFELD SW -1 CITY OF BAKERSFEW SW -7 APPRWOW SHM N0, CALFOFNIA CAUFOFNA AWegote SECTION CITY OF BAKERSIFELD SW -2 C" ENGOM PUBLIC WORKS DEPARTMENT C" 040cm PUBLIC WORKS DEPARTMENT ......... Nd=eous) CALFORNA t c" DMM KWC WORKS DEPARTMENT If A STANDARD CONNECTION TC)r'".mXISTING SEWER, MAIN SW -2 MANHOLE TYPE SUMP CROSS SECTION DETAIL A$A SW.j STANDARD SEWER LATERAL SW ­7 aA concrete color P.C.C. stab not to be poured Adfialnuts to be 4.17(1.3n) mk Pavement 6,0* Kh 26.25' 1.0, sbocut & Fidsh 20'x 20'PCC M67. until pig is in place vak6k totewd ad secured in air outside &Z Of de 6.01 alls* ad Of eta, 2525' lar .0,5' Rod 20' X 21r na Max semi & rh7a *rI 35' ft. 1A (a 1&") (415") outlet phis 1. ty (d JW) (a L%) Place Wien piak is a a75* .0.5* Rod x0ass ffxf*fse J17(a9ft) mss. J 11 (07m) mid 2n, t5* 0.625' - noted RehfardV sted, proper positka. Standard Manhole Cover Approved and color per city v: J.J,75- standord SW -6 Mastic R=a25- (6mm) M1 I N*Wd See Detaff 'A' 30' 4.5' 0A X X A, 1% A 4 10. (0 11M) `*v gutter H*t A - 1* , P or qvr. f� . how _NAK_7x:�Lv_ - I I _T I Door Opening 1 0. Aftrnbm f&XAntd*y armor A A IA4911 with mdws or spot 2 4. 0' Mortor W 20' 2.0- (50m) A'11 aeor ( I I" ft(ec&v bar A A Standard Tee ICS COVER (see note 7) 00Lj- 10 j both 325' Or (15nw) ft 5&W--1 f SEC77ON B-8 2.0'x Ztr Concrete Foundation `--R45- 1 1 Construct Inside &-op Le X 17- (Zm x 04m)-1 F- W- I Water W (rubber gasket) -A &Wort tdt with hex iwls 2.0' it I* i I SECTION A #6 at R=J. 0- (75inq) (0.67) is 0. r_ V 6.0- Riw P�e 05' Min. 2 stainless steel straps at mat Sp" at equal to-pattem Distances3.0' cry to Manhole See note 1L I P �d _1i I .,: ,, ". letters, 0125' tor ss shaft with stainless hardware •self ho C) A Outter _j e6ve defib 1.0, Lk Standard 118 86nd 14 bars beret dom bet"M box and ard7ing b&d pkk 20' terry lk'.:. i�: "s center Ide and k*d&d into dwaSsix hok lettff4 d 125' ju at 6. 0- (a mft) ac obw I 't20 2 0' *W1e(dJ")tJA PLAN 12e - 56M STEEL PLA 7E DETAIL y •' B B --noter otpo S107 90' Hbow I tv = 10awl See std "Viv A Aftmbry fwn&y gdK fivne & b 25'(Uft) or qwter. coverIA1530 with 275-(7ftm) SW -6 for [raw stain/ass steal socket head set & cover detds PLAN SEC77ON B -B SEWER U NOTES: auss'A' Concrete I Limits of 959 wers (set "00e and mow 9*** Svc See sled Notch lid to It coaWction Limits of or evot 20'r P10te deid 1. A# mmle shag be d= 'A' and shy be jiffib 25' (65nm) to 55' 21 *do; dy from /Z Md pick hole see note 11. per ST -IJ compac&n (a 14m) sbnp. pocked Sid MR *am W cover moz cover per INSIDE DROP t0 pattens t625'pottem ir at? 2. Skh to be poured monoWic with sidewalk Oeres~ is req*ed (extinsbn mgs reow) NOTES: 1.0- pattern letten% 0. 125' letters, 0.125' (2S=) or meed roaaf; garkm of am eposed comete " motd4 skm lette-4 ao' high: Location for NO fi*k coW, od &o*V of odpmt cia&rete L A# work &W owtom to the Wficoble setibm of the NO MANHOLE country Of origh CLEANOUT statdad ie I Na 4 bar 4 staidurd *ecffcdbn earthed 60* Pavement W)V Remaywe Plug SM note fl j wag &eaww T-6. e (0.157) except whir H>8' (2 474 T=Bo' (0-a") 4- State of Cdffm* avX67MI of ftn*WkuV7- (a 6M) T I --------------------- IJ or 08' (2 4"1 T=90' (0 2nj Catch basin w0s &W be named 20 approved aawl eafte. i I L a esRanded, K=po b, 20- (MMI mmmun V ffidmess 'f we aganst naturd gound 1. AN work sbo# conibim to the W#cdle NO TES. raff it) Nw of outside face krms 2. A# mwele sbd be d= 'A' w*n otherwise 7 0' Max. qpvted by the CYty Enow. Standard Manhole sections of the specifications entitled 1. jV frames and car= be tested for oomm to OU&I ZO- (a On) Akz (a an) y CLEANOUT SECTION COMPAC77ON DETAIL Cover and Coffor 'Standard Wkotkn State of Cdilbmb, 4. #w rebf&-aiV not reoad aim H40' of N and sh&# be marked in sets prior to Mvffy. herr 0 diftym (24m) or I= and 1=T.0' 217 -1 11_ machrled o or /= w* emeeft tress onits " be rebbred with Na 4 bars J AN rekhrjV sted " be of J5 rood bas and bent per Std SW -6 Dtpartment of Transportation adopted Surfaces 6.0-piso-1 1.5' of 1.5(aan) ac both vc�s A# rekkrchg Ad be No. 4 bars 0' as shown. current edition. 2 The seats of frames and bearing faces of the cows (4aw) deff of ashk lace w*n otherwise Shm at LY(O.R%) O.0 I & sholf be machined for a smooth non -rodding fit between 10.5' 2. Drop morhales wit an/), be alowed with 4 Mmhole casting shad be to 4mcificolims of SW -6 5 A# exposed nWd ports shit be gdwalzed after f*xdm Mat* cow " have cast &TM h rased letters the two castAi9s. Toper ;�Z the Wvvd of the, city inow. NOTES: 'WN'letterbg to be J0* ()Sm) h h*t a7d raised a &Wari bolts aW be m**d o6w kno of qwM weedt 50' (1 Sq) 4� 0.125' (SM). 4.0' Standard Tee 3 AW in&Vdes shaY conform to S�r_ JZJ 3 Castings shdl be thorou#y cleaned and *wd tonce t A# work shd conform to the applicable seclkns of 9. &tAbbg paper or plostk "I be placed between ffie 9Aqrade is I wAss omerwose noted �y and "be spaced between ity (dgm) to 5.0'(I.Sn) aC Set bott yn to FL 5. Ad be Ved&d as wed by the &y &*w. of the manual text. in a quick -d -)ft jet-black osphollic compound to Frame the specirkotforis entified 'Standard 4�ecificohbns; 05' concrete foundation and 4.5' slob. aptkad NO prorde a protecffye cooter State of California, Business and TransTortalkv Agency, contractor 7 w* ao qmkg exceeds s 5* (a 14m), 0 p1ai7 round steal pratectkv bor F Dqm*mt of Tronsportation*, approved current edition. la Fil cavity between pipe and colar with grovel to wfl& ift) Water 1.0' (2,%m) h & " be hsta0ed Sar Mal be imbedded 5e •Woter Sed 4. i�qp manhole is only allowed if drop distance 4. A# fromes oil covers stroll be gray cost kon, free DETAIL "A 0.5' of top ofp0a Caulk rernai7bg 0.5' on pksbc at eack end AV T. -I 8 (rubber gasket) is ju or graider fim banes crockx lde4 sweb and cd"ot and 2 Pipe M,7tff& Silo# meet 14 2 affli approved mastic to top of pine for water tight sed roes cc I I -I-- - I - ! �'� � ��_Vr SEC71ON A -A a Poe 9W be as specified or as &ecfed by the Lily fhoiten The jobt (16.5 CM) shaff have a workmanlike &M Highway loading should 9. 20'pattem letters on the manhole cows oar" cut on the pare shag be mode as iffivcted by Me 01y b*w- Maximum slope allowed kd* manhole be HS 20-44. shall have one of the following designations: DRAIN or &W J All concrete shall be Gloss 'A* IL Collar &V/ be VCP, ABS; or PVC pine Oitskle da of 6.0'- outlet ph a.�.) 6.0, 5 Costing shall confom to the pros6ims of the spedflcotims 10. Assembly shag be designed for highway Wing of HS 2044. 4. Cleanout frame and cover sho# confonn to the City 12. Finished PVC slab to be 0. 125' mire. and 0. 25 I A# work " roafonn to Me applicable sec&ns Of ffie 690AWCO&W (a t_%) J t,- (0.97m) mit "ZI *6 L� " 4 0' MW Ne- Ne- for grarirm castings; serial &sWkn ASX A-48 of BakersfiWd stanalard SW -6. max below &,Aed povng surface entftd 'Stoodard Spa� State of CW*7* DVwftmt Of 4 14 Bar - rotal of 4 TmAlpartatbin' qrproved aNmt edtbx 4. 1/- (1. Z%) Wn. nLENAUF_ D-16REY *Vd &Z (latest rew=), Clow No JOB ll. ?01 x 1.0' dbnond mat 0125' a*. 6 0* (a fin) r5p. 0-14REV 6.8j, (I IM) mat OAIE 6/2/" FLENAME. SW-3REV FRENAME. SW -SM 5 Concrete shd hove no oddlives unless phor written n SW -5F" "'M 6. The name of Me monufocturiN cw�my sW be DATE approval is obtak;ad ftm ffie aly Enoeff. VATE 6/2/" STANDARD oftmw 6/2/n on ffie undersk1e of the cow. 6/2/N SP/N STANDARD D"Sw STANDARD OWN STANDARD 4 STANDARD DAV* icu SECTION A -A CHECKM icu icu 6 Conte shoff be cured with a white pigmented curing DRAYN icu M. SHAW MANHOLE TYPE "A" CRECKW Z Manhole frame shy weir not Im than 120 lbs. FRAMES AND CHOOM canpound per Sea 90-7018 of the standard Vem STANDARD CHOCM CHM= JUNCTION BOX SCAE 9.0- am 'A' ancrate M. SHAW M. SHAW M. SHAW nor mm than 250 ft. W cover COVERS FOR EIGHT INCH CATCH BASIN M. SHAW NJ.& INSIDE AND ScAl SCAE SME 0� ak�kvl A& SC" SHUT No..S. 7 Top of slab shall be troweled smooth and given a TYPE "A" N.T.S. APPROM I Standard 90' Elbow OUTSIDE DROP N.T.S.N. T1wet* not less than 120 ffia nor more MANHOLES & CLEANOUTS - - light broom &M. CLEANOUT N.T.S. APFRM SHUT IM CRY OF BAKE D-16 APPROM I SHM NM than 200 A5, -s APPROVED SHM NM APPROM SHMT NO. ELD CAUFOFHA OUTSIDE DROP CRY OF BAY13§FELD aw OF BAKEFEFIELD CRY OF: BAKEWELD REINFORCING AROUND PIPE CITY OF BAKBISFT D-14 a" Dwam PMX WOWS CALFORNA SW -3 8. Manhole cows shall bane a self druiribg blind pick CALFOFNA SW -6 95X relative compaction is required per city std ST -11 CALFOFM SW -5 CALFOFNA DEPARTMENT hole Unless otherwise roved by the 0(y &qiwff- CITY WWOR PUSUC WOWS DEPARTMEN T CrTy 090M PUBLIC WORKS DEPARTMENT corn DMOM PUBLIC WORKS DEPARTMENT CRY ;Zim, PUBLIC WDRKS DEPARTMENT low,A"I"'H'11A STANDARD FRAMES AND COVI=RS DETIL STA"DARD EIGHT I"CH CLCANOUD-14 CBASIN TYPE D-16 JUNCTION BOX SW ­3 MANHOLE TYPE "A" INSIDE AND OUTSIDE DROP SW -6 SW -5 Cement Mt e J hole cut shall are 2 h 1.2-72 91 CITY RECORDS NO. M 0 LU C/3 CJ ER W C:) r'-5 CJ W 0 00 C-) CW 0% A:� Oil PLOT DATE: Sep 15, 2016 JOB NO.: 14292 FILE NAME: 14292 -6 -DETAIL SCALE: AS NOTED SHEET NO.: 6 OF 6 LLI Cf) 0 Cf) zj; C'4 U7.) C'4 LO � Uj (=> C14 U_ CO cf> cr> C! UJI < Z: CO > 65 8 LO cn CM moi- O /) g - ictEL> - ;> U_ Im rAft C) U) C051 M :ff n Uj LU CL LU a_ Uj Uj PLOT DATE: Sep 15, 2016 JOB NO.: 14292 FILE NAME: 14292 -6 -DETAIL SCALE: AS NOTED SHEET NO.: 6 OF 6 0 C/) UJI > Im C) U) U) C'"q Uj Uj C/) < ct_4 C/) LU Uj ct� X < 18> cl) 0 M <d4 0.0 < 0- LU z 0 LU LO A 0E �. UU V0 PLOT DATE: Sep 15, 2016 JOB NO.: 14292 FILE NAME: 14292 -6 -DETAIL SCALE: AS NOTED SHEET NO.: 6 OF 6