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HomeMy WebLinkAbout6.2-599VICINITY MAP N.T.S. (62; t I _jI N2 3 r" !36 _L i I �I w .d. I >I� &05 Zr 0 f � I 35 ! 1 8 ac o0 i 9 I �, w N 2 co 56 ,311 to in 55 I _ 1 4to0 in 54 1 t 51" LLEY DR. r 6 ! 8 7 I ENIMMM KERN COUNTY CALIFORNIA OFFSITE SEWER PLAN 9700 PANAMA LANE BAKERSFIELD, CALIFORNIA S.P.R. NO. 14-0334- SIS OF BEARINGS THE BEARING OF N. 89 06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S.; R. 27E. ON K.C.S. FILED MAP NO. 7-1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) INDEX OF SHEETS L 1. COVER -SHEET 2. SEWER NOTES 3. MOUNTAIN VISTA ROAD STA. 10+00.00 C.L. TO STA. 20+63.47 C.L. 4, PANAMA LANE STA. 10+00.00 C.L. TO STA. 23+00.00 C.L. 5. PANAMA LANE STA. 23+00.00 C.L. TO STA. 32+31.55 C.L. SUMMARY OF IMPROVEMENT 8' PVC SEWER UNE 47 LF 10' PVC SEWER UNE 3259 LF SEWER MANHOLE 10 EA POINT OF CONNECTION 1 EA LEGE' CL CENTERLINE SCO SEWER CLEANOUT Q EASEMENT LEGEND_ INV INVERT SDMH STORM DRAM MANHOLE Q CONSTRUCTION NOTE SD STORM DRAIN EXIST EXISTING MH ELEV ELEVATION PIPE SIZE NOTE: 1. A PRE—CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE—CONSTRUCTION CONFERENCE. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 48 HOURS NOTICE. TELEPHONE 326-3049 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS do STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: ROGER A. MciNTOSH R.C.E. 33322 EXP. 6-30-16 �•zo—ie5 DATE APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE R.C.E. 61069 EXP. 12-31-16 REVIEWED BY: DigASSISTANT PUBLIC WORKS DIRECTOR i f I i CATIiOLE - -- -- -- -- -- -- 1 CB CATCH BASF! R/W RIGHT OF WAY ".S- UTILITY SMH SEWER MANHOLE FA L FLOP LINE S --SEWER W--WATER- i PA- PROPERTY LINE TP TOP OF PAVEMENT �aL�uNE� I OS&SD OFFSITE STREET & EP EDGE OF PAVEMENT i STORM DRAIN PLAN TOM. 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION `a }^ I s EXISTING SEWER LINE _ -- --- RIGHT--OF-WAY/ W i EXISTING SEWER MANHOLE PROPERTY LINE - I b_j = - FLOWUNE/aM GUTTER EXISTING SEWER CLEANOUT SECTION DESIGNATION: 1 , \ � \ 1 I I EXISTING STORM DRAIN LINE SECTION LETT I `.\ �, I r Io STORM DRAIN — SEE OFFSITE STREET PLAN SMH #3 s CONSTRUCT SEWER PER CITY STANDARDS slur WERE SEM Is Sx�rl IE�} STORM DRAIN MANHOLE -SEE OFFSITE CONSTRUCTION NOTES: ` STREET AND STORM DRAIN PLANS I 1 FOR DETAILS CONTRACTOR TO VERIFY LOCATION AND INVERT I I ELEVATION OF EXISTING SEWER AND/OR STORM TYPE 'A' CATCH BASIN -SEE OFFSITE DRAIN LINE BEFORE CONSTRUC71ON AND NOTIFY STREET AND STORM DRAIN PLANS ENGIN OF ANY DISCREPANCIES. FOR DETAILS Q ADJUST SEWER MANHOLE COVER TO EXISTING 1 ` GROUND ELEVATION OR AS DIRECTED BY 1 Q EXISTING DRAIN MANHOLE CITY ENGINEER. I ! 1 ® CONSTRUCT TYPE 'A' SEWER LEAVE TOP GRADE RING OFF FOR FUTURE I `_' ADJUSTMTO ENT FINISH GRADE OR AS DIRECTED 1 i PER C.O.B. STANDARDS SW -2 & & SSWLE W-6. BY CITY ENGINEER. 1 I ® CONSTRUCT SEWER CLEANOUT NOTE : Fr w I PER C.O.B. -. rte, 1 STANDARDS SW -5 & SW -6. 1) AU ELEVATIONS ARE INVERT (I 1 � ELEVATIONS UNLESS OTHERWISE NOTED. I I I TEMPORARY SUMP I� °-ONSITE PROJECT 1 I ' SEE OFFSITE STREET _ I SEE GRADING PLAN I I 9700 PANAMA LN. AND STORM DRAIN PLAN i `{ I 1 I PARCEL , C. 1 I P.M.W. 04--•0401 tr I CERT. OF COMPLIANCE NO. STORM DRAIN LINE 0204141076 0 R. 1 IR SE COR. OF PARCEL "B" PER�--- P.M.W. NO. 02-0460 AS EVIDENCED RECORDED OCTOBER 15, 2002 AS DOC. NO. 0202172826, O.R. "- ---------__ I SEE OFFSITE STREET _ , d T I ONSI CONNECTION �yI AND STORM DRAIN PLAN I co `•�\ # `-- _ -- - ----- ---- & ----M #•------ s =-----tp"5=--- = 5-------_---+_--s_�__- --011 :Z-1 - "s-18 -- --- 'SpCFT — O S-___--__-----M7--------------------10-s-----i- _-SMH -= - -- s--to"s--= --- — -�__ • ° i$'.o—_-- -- -QMH #9 _-==SFirtA— --... T- _ —------ — -- _ - -- 7411 II S. 1/4 COR., SEC. 19. i __-. _J - _ -.. _� � 5�' •-. _=�---.----_- __.._-�.�-_,� —_--'„__=-� - -..�_� __-- _ _ _ __ --= _-' ;I KCS CONC. MINT. {N LH. I p I T - - - --------- ___1---- - __ _ .. _ TFT.- 6104 PHASE 8 FILED 0 . F 1 I= MAP BK. 50, PG. I S 11 r LI t) I - *I I I `j 58 d v Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERWCE ALERT OF SOUTHERN CALIFORNIA i Q.a 7; o �I T f1 l � w 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. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA 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 EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. STAMP AN "S' INTO THE CURB FACE OVER EACH SEWER LATERAL 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 AE 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. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURE BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON APPROVED ENGINEER'S ESTIMATE FOR TiE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. COMPACTION -TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/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 -4, SW -5, SW -6, SW -7 3. VCP INST MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH 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 WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR 'MAINLINE' .. BANDSEAL 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 HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES; CUT -IN 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 111 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5, PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJEC11ON MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES, CUT -IN 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 (SEWER). REINFORCED CONCRETE PIPE WITH PVC 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 0 -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, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. I.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-F t5 (251C t3 ). PROPERTY INITIAL (PAR. 1.Q.) 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 1 -SEC. 50-60 f5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEG 35-50 t5 WEIGHT CHANGE 1:1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. 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 AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/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 1/4 -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 LINER.* AFTER CONDITIONING 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 1:5 (25' 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 SULFURIC ACID SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1% SOAP DETERGENT (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL CONCENTRATION 20%** 5% 5%** 1%*s 1% 0.1% 0.1% BOD NOT LESS THAN 700 PPM *THIS 1S TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANCED. **VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. I.D. DETAILS AND DIMENSIONS OF LINER 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. I.E. INSTALLATION OF LINING. INSTALLATION OF THE 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 THAN THE MINIMUM SHOWN ON THE PLANS. THE LINING SHALL BE INSTALLED WITH THE LAKING 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 1-1/2 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 WIELDING STRIP SHALL BE FUSED TO THE LINER OVER THE ENTIRE PATCH 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. I 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 A 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 ADJOINING 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 (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PiPE. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTON AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PPE 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 AN EXTERIOR SLING OR WITH A SUITABL_ FORK UFT. ON PIPE HAVING A 360' LINER COVERAGE, TIRE 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 UUNTiL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. I.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE THE JUNT 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, AT 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 FROM LINING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM) JOINT STRiP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SMALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WIELDED 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 1/2 INCH (13 MM). TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING 1N THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 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 SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT 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 FROM 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 IE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOO. 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 REQUIREMENT 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 8 INCHES (150 TO 200 MM) AT THE PPE 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. MEETS 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 AND 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 JON EXISTING UNLINED CONCRETE AT 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 I.I. 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 do 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 PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LIVER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE NTiH SECTION 7-2.03(1.E). 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 (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) 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-POUI4D (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS. DEFEC71VE 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 CLASSIICATTON. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION 'C'. RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATiON b'. PVC FOR PPE SIZES 18' AND LESS. POLY VINYL CHLORIDE PPE SHALL MEET THE FOLLOWING REQUIREMENTS: 1. MATERIAL PVC PPE 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 SE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDEIJNES, THESE SPECIFICATIONS AND ASTM D 2321 'UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PI=E'. 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/100 X BASE PIPE i.D.) WHERE Y = ALLOWABLE DEFLECTION IN % (5%) BASE I.D. = 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 PPE ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE -ROUNDING WALL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD ST -12, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. 7. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUW'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 ST -12 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 PPE IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PPE CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD ST -12. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 8. A G SHrmmr. 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 TOR 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 THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 9. TRENCH BACKFILL TRENCHES SHALL NOT iE 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, CURRENT EDITION. BEDDING CLASS SHALL SE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -12. 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 iTS 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 IE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A 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 SEW ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FiRM BEDDING BELOW PIPE MRINGLINE, CONTRACTOR SHALL PROVIDE 'FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. 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 SHAM BE AVOIDED. 10. 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 PONT 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 TAMPING 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 THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED 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 (2-1/2) 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 (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) REL.ATiVE 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 SPECIFICATIONS, 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 THAN AS SHOWN ON CITY OF BAKERSFIELD STANDARD ST -12 AS MODIFIED ON THE CONTRACT PLANS, ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (95%) 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 D1556. 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 SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 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 APPROVES 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 DOWNSYREAM 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 UNE AS THE WORK PROGRESSES, THE INTERIOR OF THE [PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PPE 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 PPE, 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 SHALL 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 ADDIIiONAL 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 METHOD UPC SEC. 318-6(4), OR THE WATER EXALTRATRON TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" OF THE CURRENT EDITION, '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 ORT 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 COUPUNGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID 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 DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 3607, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITYS CONSTRUCTION INSPECTOR, WHO WILL ALSO IN111AL AND DATE THE 'CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCA11ONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED 'CHAIN OF CUSTODY" FORM AND A 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. ALL 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 UNE SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE 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 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR RIGHT-OF-WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLONL[NE. 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 SW -4, SWW-6, 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 DRAWING SW -5. 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. 16. 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 AS OTHERWISE DESIGNATED 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 65-1.06% "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 WALL 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 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 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 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 STORM DRAIN LINE 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 WALL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED 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 BORING/JACKING 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 WALL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE UNE 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 WATH 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 BREASTBOARDING 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 SW -4 AND SW -6. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD SW -3. 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 BiD 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. SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, iN ACCORDANCE WiTH THESE SPECIAL PROVISIONS, AND CITY STANDARD ST -22. 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 SACKS 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 OF ONE DAY. THE MONUMENT WALL BE SET BY OTHERS. THE OWNER WALL 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. _10ctw�l COIL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS ` BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA m. 1 CL INTERSECTION/ STA, 10+00.00, C.L. MOUNTAIN VISTA RD STA. 9+99.95, C.L, PANAMA LN. I S.1/4 COR. SEC. 19, 30/27 FD. KCS:t � 1 t CONC. MONT. IN LH. PER KCS FILED MAP NO. 7-1 BK.6, PG.2& 11 II 1 � i 1 ( j � I PANAMA LANE SEE SHEET 4 EASEMENT LEGEND: 356 [1] 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON THE KERN COUNTY LAND COMPANY SALES MAP OF SECTION 19, 354 TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED AUGUST 27, 1891. CEN70UE SCO ® 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON a PARCEL C" THE KERN COUNTY LAND COMPANY MAP OF SECTION 30, TOWNSHIP 352 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED JANUARY 22, 1892. BRASS CAP MARKED LS. 438: 40' EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, 350 RECORDED JUNE 26, 1980 IN BK. 5294, PG. 2430, O.R. ac; QUITCLAIMED PER DOC. NO. 0215026434 DATED 03/09/15. M.B. 50, PGS. 55-56 (NOT SHOWN) 348 ® ADDITIONAL RIGHT-OF-WAY DEDICATION BY SEPARATE 0000 rn INSTRUMENT. LINE TP TOP OF PAM34BT 0=01L LINE 346 OFFSITE STREET do EP 344 342 340 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 338 s 336 -- -- ----- RIGHT-OF-WAY/ 334 EXISTING SEWER MANHOLE 332 330 FLOWLNE/CURB dt GUTTER 328 EXISTING SEWER CLEANOUT 326 - - o 324 SECTION LEVER -znn O TRACT 6104 BOUNDARY N00'19'19"E 11 SHADE TREE LANE SEE TR. 6104-7 f 8 SEWER AND STORM ri DRAIN PLANS I I 2 g ! fl 5 5' / _ 610 _ I y 3 2 1 z , 1 5 � � t , 7J AC f J 1 0I4 �T1��1 N j 1 1 O �;r va�� Z � � r / 1�i1. �. Jai PGS. J7- 59 I � � � �� Q 0 t 1 EX R DEDICATED 1 ! ! I I rx ± X X f 1 TR. 61P4 PHASE 8 I ! 1 I 1 N I 4.1 W M.B. 50 PGS. 57-59 I I 1 i S. LOT DEDICATION .PER I 1 1 VESTING TENTATIVE P.M. 1 167 TRACT 6i 04 EX BLOCK WALL BOUNDARY FUTURE CURB & GUTTER/ --- —._._---,,:— __,—�� _� '— -- —��_—_ _ — —---------- ---- ---' 11) SIDEWALK04 =__---_ �"- FUTURE CURB & GUTTER/. 2 SIDEWALK j �2 oo _ _ 13,+00 _ — _ 14+00 15+00 _ — 16+00 17+00 _ _ 18+00 19+00 20+00 1063.46' -S� 10"S -PVC -s 3� 87.00'$ 2 S NOO'19'19"E S 10"S- VC 36 97' s NOO'19'19"E g 10"S -PVC 's 283.51' 5' - d PARCEL a C" P.M.W. 04-0407 CERT OF COMPLIANCE DOC. NO. 0204141076, O.R. MOUNTAIN VISTA ROAD STA. 10+00.00 C.L. TO STA. 20+6147 C.L. SCALE: HORIZONTAL 1' = 50' VERTICAL 1' = 5' H 10 11 12 LEGEND: CL CEN70UE SCO uiw a PARCEL C" CONC. MON. IN LAMPHOLE W/' STORM DRAIN MANHOLE �1 CONSTRUCTION NOTE SD BRASS CAP MARKED LS. 438: ciV) P.M.W. 04--0407 PER TR. 6104 -PHASE 7. ac; CERT. OF COMPLIANCE DOC. NO. M.B. 50, PGS. 55-56 RIGHT OF WAY 8"5--- UTILITY 0204141076, O.R. SEWER MANHOLE FA 0000 rn PA LINE TP TOP OF PAM34BT 0=01L LINE OS&SD OFFSITE STREET do EP EDGE OF PAVEMENT STORM DRAIN PLAN O Ni, 63 22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION _'00- 10'S -PVC 2 N89 09'43"W 27.62' 0 0 o � J Z cacn J m 0606 � o o !, NN Lu a d Encn� 13 14 15 16 17 W. 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 Kc 10 11 12 LEGEND: CL CEN70UE SCO SEWER CLEANOUT © EASEMENT LEGEND INV INVERT SDMH STORM DRAIN MANHOLE �1 CONSTRUCTION NOTE SD STORM DRAIN EXIST EXISTING MH MANHOLE ELEV - ELEVATION /— PIPE SIZE CB CATCH BASIN R/W RIGHT OF WAY 8"5--- UTILITY SMH SEWER MANHOLE FA RDMJNE S --SEWER W=WATER D --DRAIN G -GAS PA LINE TP TOP OF PAM34BT 0=01L LINE OS&SD OFFSITE STREET do EP EDGE OF PAVEMENT STORM DRAIN PLAN O Ni, 63 22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION s EXISTING SEWER LINE -- -- ----- RIGHT-OF-WAY/ EXISTING SEWER MANHOLE PROPERTY LITE FLOWLNE/CURB dt GUTTER Q EXISTING SEWER CLEANOUT SECTION DE* GNA71%L - - o EXISTING STORM DRAIN LINE SECTION LEVER C' A L----- - - - D STORM DRAIN - SEE OFFSITE STREET PLAN 2 S CONSTRUCT SEWER PER aTY STANDARDS %W wFW SECTION B SHaw11 0 STORM MAIN MANHOLE -SEE OFFSITE CONSTRUCTION NO]]:S: STREET AND STORM MAIN PLANS l:\ CONTRACTOR TO VERIFY LOCATION AND INVERT FOR DETAILS ELEVATION OF EASING SEWER AND/OR STORM 7r TYPE "A' CATCH BASIN -SEE OFFSITE DRAIN LINE BEFORE CONSTRUCTION AND NOTIFY STREET AND STORM DRAIN PLANS ENGINEER OF ANY DISCREPANCIES. FOR DETAILS O ADJUST SEWER MANHOLE COVER TO EXISTING GROUND ELEVATION OR AS DIRECTED BY 0 EXISTING DRAIN MANHOLE CITY ENGINEER. (�} 'l0l NGOFF FOR FUTURE LEAVE TOP GRAFINISHRING � PER C.O.B. STANDARDS SW -2 do SW -6. GRADE OR AS DIRECTED ADJUBY CITY ENGINEER, 0 CONSTRUCT SEWER CLEANOUT NOTE : PER C.O.B. STANDARDS SW -5 & SW -6. 1) ALL PIPE ELEVATIONS SHOWN ARE INVERT 0111111111 ELEVATIONS UNLESS OTHERWISE NOTED. L APTOXIMATE GROUNI 497— — — — — — — — -- — — — — — — — — — -- - 0 CE NTERLINE— — — — — — — — — — W w a WI o Q c9 �IWERT10r SEWER IN T 10 SEINER INVERT 10" SEVER d O; O r Mqcn NDN O.- o a 00 1 1ei z V� U t�1 JOS L > 11 W Oen WLi O O�MM �M ONM z a zo " z a 04 z �n� +> zDo a +» C> Q > 1515 �Q» US u) ? ? 15 cn(AZ (nin99 INSTALL 387.00 ILF OF 1 " PVC 61VER -0.26 INSTAW 360.97 LF OF 10* PVC -0.25 INSTALL 483.51 LK OF 10 PVC SEIWER ® 0.25% 13 14 15 16 17 W. 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 Kc 10 11 12 LEGEND: CL CEN70UE SCO SEWER CLEANOUT © EASEMENT LEGEND INV INVERT SDMH STORM DRAIN MANHOLE �1 CONSTRUCTION NOTE SD STORM DRAIN EXIST EXISTING MH MANHOLE ELEV - ELEVATION /— PIPE SIZE CB CATCH BASIN R/W RIGHT OF WAY 8"5--- UTILITY SMH SEWER MANHOLE FA RDMJNE S --SEWER W=WATER D --DRAIN G -GAS PA LINE TP TOP OF PAM34BT 0=01L LINE OS&SD OFFSITE STREET do EP EDGE OF PAVEMENT STORM DRAIN PLAN O Ni, 63 22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION s EXISTING SEWER LINE -- -- ----- RIGHT-OF-WAY/ EXISTING SEWER MANHOLE PROPERTY LITE FLOWLNE/CURB dt GUTTER Q EXISTING SEWER CLEANOUT SECTION DE* GNA71%L - - o EXISTING STORM DRAIN LINE SECTION LEVER C' A L----- - - - D STORM DRAIN - SEE OFFSITE STREET PLAN 2 S CONSTRUCT SEWER PER aTY STANDARDS %W wFW SECTION B SHaw11 0 STORM MAIN MANHOLE -SEE OFFSITE CONSTRUCTION NO]]:S: STREET AND STORM MAIN PLANS l:\ CONTRACTOR TO VERIFY LOCATION AND INVERT FOR DETAILS ELEVATION OF EASING SEWER AND/OR STORM 7r TYPE "A' CATCH BASIN -SEE OFFSITE DRAIN LINE BEFORE CONSTRUCTION AND NOTIFY STREET AND STORM DRAIN PLANS ENGINEER OF ANY DISCREPANCIES. FOR DETAILS O ADJUST SEWER MANHOLE COVER TO EXISTING GROUND ELEVATION OR AS DIRECTED BY 0 EXISTING DRAIN MANHOLE CITY ENGINEER. (�} CONSTRUCT TYPE "A" SEWER MANHOLE NGOFF FOR FUTURE LEAVE TOP GRAFINISHRING PER C.O.B. STANDARDS SW -2 do SW -6. GRADE OR AS DIRECTED ADJUBY CITY ENGINEER, 0 CONSTRUCT SEWER CLEANOUT NOTE : PER C.O.B. STANDARDS SW -5 & SW -6. 1) ALL PIPE ELEVATIONS SHOWN ARE INVERT 0111111111 ELEVATIONS UNLESS OTHERWISE NOTED. 13 14 15 16 17 W. 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 Kc 354 f 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 1 ---INSTALL 27.62 LF OF 10" PVC SEWER 0 0.36% SECTION A SCALE 1 "=10' HORIZ. 3 1"=5' VERT. 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 32 212 5V rb-) Cali: TOLL FREE 1-800--227"2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 7 n ammm C' 354 f 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 1 ---INSTALL 27.62 LF OF 10" PVC SEWER 0 0.36% SECTION A SCALE 1 "=10' HORIZ. 3 1"=5' VERT. 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 32 212 5V rb-) Cali: TOLL FREE 1-800--227"2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 7 n ammm 0111111111 MOUNTAIN VISTA DRIVE SEE SHEET 3 TRACT 6104 PHASE 8 I� I M.B. 503 PGS. �7\ 59 i J o , M PARCEL C° U P.M.W. 04-0407 o CERT. OF COMPLIANCE DOC. NO. ', 0204141076, O.R. _j INTERSECTION/ 2 4--=-` _ �- - - _---- !� ---... __ _ _ _ _ - __ �- _.. _.--_ - _ _ _ r..�—�'-�—_ G C `589'06'4$'€ " - 3, -FUTURE STRIPING (TYP)---may STA. 9+99.95, C.L. PANAMA LN.= �` g _—_,:-�,� _ .,s, S S PVC 400.37' S89'06'48"E 0'S - - 3 -r STA. 10+00.00, C.L, MOUNTAIN VISTA RD- -----4r--�_-_-------__--_----_-_r_-___---___ _r______ _-rr_ _--___- & - � -' -- - - S 1 ----------------- --- - - ---S- -_ - -------------------- __ �_ — - - _ OIL — 7�� ~----OIL t1tL ItO iL OIL �-- 0!l Olt �— — — OIL EX �i� `_f{�iE_ . --- = —OIL— TRACT 6104 BOUNDARY --� _ - �- _ - - - - - r� ---- �� oiL IL - - - - - - - =-0IL- tt+oo ` -t2+aa t }na S89�DS�48"E _- t oo t�* __ EX�EP. 77 ts++00 n+oo ts+oa 2629.82' �--- .�.t"- - - -- oli - 656.65-s�.._� "�" --- -- -► - __t -i°° _,.. ..�. 20+00.» -_ 21+00 -- -- _22+00 23+00 L �+ • I I —iir - - - - _.,X Oh- UNFr 41Z ii -- — _.... .. �....--...-.. .-�..-:-�.�...�.�-.a..,. --� �T _____------____-- _ _ S.1/4 COR. SEC. 19, 30/27 Fl}. KCS c I--..-�. --_ - _ ID` - EX. 8" GAS _ ---- - _�. _ _a.- ____r______-___-__ CONC. MONT.IN L -H: P€R KCS Fik€D__ c u,, - _ - _--T-- .. _- - - T-�- -_ --- - _ _---__-------------------- _�-------- - _--_ MAP NO. 7-1 BK.6, PG.28. II - _,.._ _ __.._ - ' J 4-= ±i �n J� Z'h nM� Z�H I �,t d Eu W ! J Z V� 1 vtn z U� U S= IN I W k _j O o o = rn v� 0 �lu� 0 �" W I r. !I X:44 LOT 4 zoo Qoo z V3 I It ¢ oo SALES MAP OF LANDS OF m d+.d+. I cow SALES MAP OF LANDS OF < ++ J + Q'w I Oo KERN COUNTY LAND COMPANY I NN N aI oo MOUNTAIN VISTA DRIVE �� cnM PANAMA LANE 1 cn cncn� KERN COUNTY LAND COMPANY w�� aF I SEE SHEET 3 ens �� -_ cn utut � sn STA. 10+00.00 C.L. TO STA. 23+00.00 C.L. SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 5' 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 10 11 M LEGEND: CL CENTERLINE SCO SEWER CLEANOUT2Q EASEMENT LEGEND INV INVERT SDMH STORM DRAIN MANHOLE O CONSTRUCTION NOTE SD STORM DRAIN EXIST EXISTING MH MANHOLE ELEV ELEVATION ,(� PIPE SIZE CB CATCH BASIN R/W RIGHT OF WAY UTILITY S --SEWER W=WATER SMH SEWER MANHOLE FAFLOWUNE - D=DRAIN C --GAS OXI ATE EM TING OS&SD OFFSITE STREET do EP EDGE OF PAVEMENT STORM DRAIN PLAN T:t?.M• �3' 22 TOP OF MANHOLE/TOP OF CLEANOUT EL.EVA71ON s EXISTING SEWER LIVE — - - - - - - RIGHT -0F -WAY/ Q EXISTING SEWER MANHOLE PROPERTY UNE FLOWUNE/CURB & GUTTER DOSTING SEWER CLEANOUT SECTION DESIGNATION: - - o---- -- EXISTING STORM MAIN LINE SECIM L 0�� STORM DRAIN - SEE OFFSITE STREET PLAN ---•----5 CONSTRUCT SEWER PER CITY STANDARDS %M NEON IS SHO -40 ® STORM DRAIN MANHOLE -SEE OFFSITE CONSTRUCTION NOTES: STREET AND STORM DRAIN PLANS 1 CONTRACTOR TO VERIFY LOCATION AND INVERT Q FOR DETAILS ELEVATION OF EXISTING SEWER AND/OR STORM mtr TYPE "A" CATCH BASIN -SEE OFFSITE DRAIN UNE BEFORE CONSTRUCTION AND NOTIFY STREET AND STORM DRAIN PLANS ENGINEER OF ANY DISCREPANCIES. FOR DETAILS Q ADJUST SEWER MANHOLE COVER TO EXISTING GROUND ELEVATION OR AS DIRECTED BY EXISTING DRAIN MANHOLE CITY ENGINEER. o Q3 LEAVE TOP GRADE RING OFF FOR FUTURE ® CONSTRUCT TYPE "A" SEWER MANHOLE ADJUSTMENT TO FINISH GRADE OR AS DIRECTED PER C.O.B. STANDARDS SW -2 SW -6. BY CITY ENGINEER. 0 CONSTRUCT SEWER CLEANOUT NOTE : PER C.O.B. STANDARDS SW -5 do SW -6. 1) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. �IIIIIIIII _ 3 3 2 �I I - z W =n In IN T 10" SEWER • INVERT 0" SEWER IN T 10" SEWER . IN T i SEWER O J= OO O O= C! Ob O O d 0000 � �- n ^ n - ZJZW Z'Jw -IW Z�W U O : taJ U CJ tal •- _ COW) =4" S M o' Z dO:M Q O» Q O> !Z'J W iaJ 3QQ M `d _1 W L�YJ 3�j O _ W b�,'.I 3Qj N J W - - INSTALL OF 10m PVC SEWER 0 0.25% IN ALL 00 LF OF 10" VC S ®O. 5% INSTALL400. LF 10" Pi SEWS ® 0.24% - 1 " PVC 0.25% ,400.37 EE SH 5 F CONT. 324 10 11 M LEGEND: CL CENTERLINE SCO SEWER CLEANOUT2Q EASEMENT LEGEND INV INVERT SDMH STORM DRAIN MANHOLE O CONSTRUCTION NOTE SD STORM DRAIN EXIST EXISTING MH MANHOLE ELEV ELEVATION ,(� PIPE SIZE CB CATCH BASIN R/W RIGHT OF WAY UTILITY S --SEWER W=WATER SMH SEWER MANHOLE FAFLOWUNE - D=DRAIN C --GAS PA PROPERTY UNE TP TOP OF PAVEMENT 0✓OIL UNE OS&SD OFFSITE STREET do EP EDGE OF PAVEMENT STORM DRAIN PLAN T:t?.M• �3' 22 TOP OF MANHOLE/TOP OF CLEANOUT EL.EVA71ON s EXISTING SEWER LIVE — - - - - - - RIGHT -0F -WAY/ Q EXISTING SEWER MANHOLE PROPERTY UNE FLOWUNE/CURB & GUTTER DOSTING SEWER CLEANOUT SECTION DESIGNATION: - - o---- -- EXISTING STORM MAIN LINE SECIM L - - STORM DRAIN - SEE OFFSITE STREET PLAN ---•----5 CONSTRUCT SEWER PER CITY STANDARDS %M NEON IS SHO -40 ® STORM DRAIN MANHOLE -SEE OFFSITE CONSTRUCTION NOTES: STREET AND STORM DRAIN PLANS 1 CONTRACTOR TO VERIFY LOCATION AND INVERT Q FOR DETAILS ELEVATION OF EXISTING SEWER AND/OR STORM mtr TYPE "A" CATCH BASIN -SEE OFFSITE DRAIN UNE BEFORE CONSTRUCTION AND NOTIFY STREET AND STORM DRAIN PLANS ENGINEER OF ANY DISCREPANCIES. FOR DETAILS Q ADJUST SEWER MANHOLE COVER TO EXISTING GROUND ELEVATION OR AS DIRECTED BY EXISTING DRAIN MANHOLE CITY ENGINEER. Q3 LEAVE TOP GRADE RING OFF FOR FUTURE ® CONSTRUCT TYPE "A" SEWER MANHOLE ADJUSTMENT TO FINISH GRADE OR AS DIRECTED PER C.O.B. STANDARDS SW -2 SW -6. BY CITY ENGINEER. 0 CONSTRUCT SEWER CLEANOUT NOTE : PER C.O.B. STANDARDS SW -5 do SW -6. 1) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 13 14 15 16 17 18 PANAMA LANE EASEMENT LEGEND: 55' 1Q 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON THE KERN COUNTY LAND COMPANY SALES MAP OF SECTION 19, I TOWNSHIP 30 SOUTH. RANGE 27 EAST, M.D.B.M. FILED AUGUST 27, 1891. 4, 7. I Q 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON THE KERN COUNTY LAND COMPANY MAP OF SECTION 30, TOWNSHIP 19' 12' 12' z i 30 SOUTH, RANGE 27 EAST, M.D.B.M. FLED JANUARY 22, 1892. 3� 40' EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, t12' *12.40 o h RECORDED JUNE 26, 1980 IN BK. 5294, PG. 2430, O.R LL.I� QUITCLAIMED PER DOC. NO. 0215026434 DATED 03/09/15. ,a,, p °Lj- ,x Irr (NOT SHOWN) FUTURE; IP ADDITIONAL RIGHT-OF-WAY DEDICATION BY SEPARATE PAVEMENT -�_ - _ '�'� INSTRUMENT. FUTURE FUTURE - MEDIAN FUTURE CURB do GUTTER ,,, I PAVEMENT I AND SIDEWALK O � J a o =I0 is 0 I zb oa - d- av�lc>' I *20' 18' Ik SECTION SCALE 1 "=20' HORIZ. 4 19 'LU Ll ZL , d " 5-1I LJ 354 352 350 348 346 344 342 340 338 336 334 32330 132- 330 328 326 324 161 cell FIN 0 v ____7 Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Y, mmmm �IIIIIIIII J C.7 O Mj r-'-� Ur, {�- STUB SAND PLUG FOR o PAROL + I FOR ONSITE CONNECTION wo P . M.l. 04-0407 LEI STA. 32+31.55, C.L. 89.00LT.= + CERT. OF COMPLIANCE DOC. NO. '- j I STA. 32+78.47, SEWER N 0204141076, O.R.o /`-'iINV. ELEV. 343.01 S 8" o a ao FOR STORM DRAIN a F- SEE OFFSITE STREET & -= 0 N STORM DRAIN PLANS -" - - SBQ�•O6'48"E_ - - " - - '10"S PV cv - -" S - 400.00 - - 3 - S89 c1 4 "E - - 4 FUTURE STRIPING (TYP) - 3 - _ co - Ix j S 100S PVC- g 4yQ0_00' - - S89'57'46" - 1 O g -PVC S 226.62' .° 18-D 19 S89 06'48"E 400.00' M=- _______--_____--__--------------- ----- =-= - ---- —-----__- ---- - ---_ . _----- -- 00 53 2"W 0' — —;=X 8 G — S O 'OIL - 22+00 8 PVC & 22+00 _ _ 23+00 24+00 Sg9.W48"E M 25 00 S89'06'48"E L NEW E.P. ' EX. 6" 0!L it- O S=0.5096 --_____7 --- - �- *--�- 656.60' ... -- •---- i .. _ _ �- - 656.47 '}� -- -- zs+f oo -- 29++00 - DL E.P. - -- °° - -- - - I+� ° ... - - _ .32+00 - - 2629.82' .- __._ _-_--- - . r EX. 6 OIL I _ 8 G -. _ .-- _—___ --------------- ------ --- ---- -- 30/27 FD. ----------- ___-___-_-_--------- -_-------= ----- - - -- — - - -- -_ _ -- --- _ 7 -. _.•_--_- _ ---? �..._W =--------------------------------------------------------------------= -= =__-=---__- -_- -- _ _ -_1 9� PER --- ...- - --------------- -------------- iKCS o i J - -_ _--._ = _ KCS FILED MAP NO. 7-1 oI o I -i t: BK. 6, PG.28. r� ZCO z 4m v _. _ = Ij Q J p� M� p *� cicn vin N z civ``'i z J z LOT 3 Zoo Z g n I c"m i W c)v� W ocn a LOT 2 I =°� LOT 1 0 SALES MAP OF- LANDS OF NN M f p� a.NN UN ( dat 2 KERN COUNTY LAND COMPANY « a a NN SALES MAP 177F' LANDS OF O0 SALES MAP OF LANDS OF ++ �N KERN COUNTY LAND COMPANY "" KERN COUNTY LAND COMPANY MM EASEMENT LEGEND: _ da Zn cn in da 0 30EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON PANAMA LANE THE KERN COUNTY LAND COMPANY SALES MAP OF SECTION 19, TOWNSHIP 30 SOUTH, RANGE 27 EAST. M.D.B.M. FILED AUGUST X 2p 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON STA. 23+00.00 C.L. TO STA. 32+31.55 C.L. THE KERN COUNTY LAND COMPANY MAP OF SECTION 30, TOWNSI- 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED JANUARY 22, 1892. SCALE HORIZONTAL 1" = 50' n 40' EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, VERTICAL 1" = 5' RECORDED JUNE 26, 1980 IN BK. 5294, PG. 2430, O.R. - QUITCLAIMED PER DOC. NO. 0215026434 DATED 03/09/15. (NOT SHOWN) ® ADDITIONAL RIGHT-OF-WAY DEDICATION BY SEPARATE INSTRUMENT. 0 8 6 CENTERLINE SCO SEWER CLEANOUT ® EASEMENT LEGEND INV INVERT SDMH MANHOLE O CONSTRUCTION NOTE SD STORM DRAIN EXIST EXf�NG MH MANHOLE ELEV 350 CB CATCH BASIN R/W RIGHT OF WAY 8"S- UTILITY S=SEWER W=WATER SMH SEWER MANHOLE F/L FLOWLINE D=DRARI G=GAS 348 346 344 PROPERTY LINE TP TOP OF PAVEMENT �L UNE OS&SD OFFSITE STREET & EP EDGE OF PAVEMENT STORM DRAW PLAN T O.M• 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION s EXISTING SEWER LINE - •-- - - - - - - — RIGHT--OF-WAY/ 342 340 338 336 334 332 33 32 32 324 PROPERTY L� fl EXISTING SEWER MANHOLE FLOWIM/CURB GUTTER 0 EXISTING SEINER CLEANOUT SECTION DESIGNATION - - D EXCSTING STORM DRAIN UNE SECTION LEITER - - D STORM DRAIN - SEE OFFSITE STREET PLAN 2 .- s ---.---..- CONSTRUCT SEWER PER CITY STANDARDS SM VAiM SEOM IS S� 0 STORM DRAIN MANHOLE -SEE OFFSITE SO5TRUCTION NOTES: STREET AND STORM DRAIN PLANS CONTRACTOR TO VERIFY LOCATION AND INVERT FOR DETAILS \.'! ELEVATION O EXISTING SEWER AND/CO2 STORM TYPE "A" CATCH BASIN -SEE OFFSITE DRAIN L� BEFORE CONSTRUCTION AND NOTIFY STREET AND, STORM DRAIN PLANS ENGINEER OF ANY DISCREPANCIM FOR DETAILS ^ V ADJUST SEWER MANHOLE COVER TO EXISTING GROUND ELEVATION OR AS DIRECTED BY {� APR OAMA NEW I' WED LEAVE TCO' GRADE RING OFF FOR FUTURE ® �• ADJUSTMENT TO FINISH GRADE- OR AS DIRECTED 24 BY CITY ENGINEER. 0 CONSTRUCT SEWER CLEANOUT NOTE : PER C.O.B. STANDARDS SW -5 & SW -6. 1) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. APRROXI ATE TING RUNE IIIIIIIIII PAVEMENTO CEN EP"GLw 1� _ z o 3 R3 a u) OZ �t a w � � S W IN T 10" 8 SEWER •, INVER 10' SE 1 T 10 SEWER O F - U JO= V O O O O Q o�W 00 rz GU'0 ih 3 p= �3 oz_fcn 00000 d�LL J MLLI 0 ON = rn� M �M aZ `COE �M a a w►Q- a +� +> a +� oU NNW D7N0 WMW MW a�MW �z �> W NZ V)i 07 (n? j1Nj!!! TALL 00 LF OF 10 VC SEOR-60 k2519 I STALL .00 IF OF 10 PVC SEWER O P.25% INSTALL 2Z6.62 LF OF 10 PVC SEWER O 25% INSTAL., 46.90 LF OF SEE 4 R CON . 8" PV SEWER O 0.50 354 352 CENTERLINE SCO SEWER CLEANOUT ® EASEMENT LEGEND INV INVERT SDMH MANHOLE O CONSTRUCTION NOTE SD STORM DRAIN EXIST EXf�NG MH MANHOLE ELEV 350 CB CATCH BASIN R/W RIGHT OF WAY 8"S- UTILITY S=SEWER W=WATER SMH SEWER MANHOLE F/L FLOWLINE D=DRARI G=GAS 348 346 344 PROPERTY LINE TP TOP OF PAVEMENT �L UNE OS&SD OFFSITE STREET & EP EDGE OF PAVEMENT STORM DRAW PLAN T O.M• 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION s EXISTING SEWER LINE - •-- - - - - - - — RIGHT--OF-WAY/ 342 340 338 336 334 332 33 32 32 324 PROPERTY L� fl EXISTING SEWER MANHOLE FLOWIM/CURB GUTTER 0 EXISTING SEINER CLEANOUT SECTION DESIGNATION - - D EXCSTING STORM DRAIN UNE SECTION LEITER - - D STORM DRAIN - SEE OFFSITE STREET PLAN 2 .- s ---.---..- CONSTRUCT SEWER PER CITY STANDARDS SM VAiM SEOM IS S� 0 STORM DRAIN MANHOLE -SEE OFFSITE SO5TRUCTION NOTES: STREET AND STORM DRAIN PLANS CONTRACTOR TO VERIFY LOCATION AND INVERT FOR DETAILS \.'! ELEVATION O EXISTING SEWER AND/CO2 STORM TYPE "A" CATCH BASIN -SEE OFFSITE DRAIN L� BEFORE CONSTRUCTION AND NOTIFY STREET AND, STORM DRAIN PLANS ENGINEER OF ANY DISCREPANCIM FOR DETAILS ^ V ADJUST SEWER MANHOLE COVER TO EXISTING GROUND ELEVATION OR AS DIRECTED BY {� EXISTING DRAM MANHOLE CITY ENGINEER. LEAVE TCO' GRADE RING OFF FOR FUTURE ® 23 ADJUSTMENT TO FINISH GRADE- OR AS DIRECTED 24 BY CITY ENGINEER. LEG_ CL CENTERLINE SCO SEWER CLEANOUT ® EASEMENT LEGEND INV INVERT SDMH MANHOLE O CONSTRUCTION NOTE SD STORM DRAIN EXIST EXf�NG MH MANHOLE ELEV ELEVATION l'--- PIPE SIZE CB CATCH BASIN R/W RIGHT OF WAY 8"S- UTILITY S=SEWER W=WATER SMH SEWER MANHOLE F/L FLOWLINE D=DRARI G=GAS PA PROPERTY LINE TP TOP OF PAVEMENT �L UNE OS&SD OFFSITE STREET & EP EDGE OF PAVEMENT STORM DRAW PLAN T O.M• 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION s EXISTING SEWER LINE - •-- - - - - - - — RIGHT--OF-WAY/ PROPERTY L� fl EXISTING SEWER MANHOLE FLOWIM/CURB GUTTER 0 EXISTING SEINER CLEANOUT SECTION DESIGNATION - - D EXCSTING STORM DRAIN UNE SECTION LEITER - - D STORM DRAIN - SEE OFFSITE STREET PLAN 2 .- s ---.---..- CONSTRUCT SEWER PER CITY STANDARDS SM VAiM SEOM IS S� 0 STORM DRAIN MANHOLE -SEE OFFSITE SO5TRUCTION NOTES: STREET AND STORM DRAIN PLANS CONTRACTOR TO VERIFY LOCATION AND INVERT FOR DETAILS \.'! ELEVATION O EXISTING SEWER AND/CO2 STORM TYPE "A" CATCH BASIN -SEE OFFSITE DRAIN L� BEFORE CONSTRUCTION AND NOTIFY STREET AND, STORM DRAIN PLANS ENGINEER OF ANY DISCREPANCIM FOR DETAILS ^ V ADJUST SEWER MANHOLE COVER TO EXISTING GROUND ELEVATION OR AS DIRECTED BY {� EXISTING DRAM MANHOLE CITY ENGINEER. LEAVE TCO' GRADE RING OFF FOR FUTURE ® CONSTRUCT TYPE 'A' SEWER MANHOLE _ ADJUSTMENT TO FINISH GRADE- OR AS DIRECTED PER C O.B. STANDARDS SW -2 dt SW -6. BY CITY ENGINEER. 0 CONSTRUCT SEWER CLEANOUT NOTE : PER C.O.B. STANDARDS SW -5 & SW -6. 1) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 25 26 27 nei Lok JL 4r «l ♦ �9ks ommm 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 34 DIG ALERT Cali: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 71 ommm IIIIIIIIII