Loading...
HomeMy WebLinkAbout6.2-599 Record DrawingVICINITY MAP N.T.S. U6 IT OF CONNECTION SEWER CLEANOUT —EX. 10"S M SMH #1 EX. 18'D I �I I I I 1 T-, C=> I ,2 �}''� V 6� P Q O 3I I ©C)� I I D Lo -`o i 1 c�t,�o 4 in I w _2 0. I SMN #2 Lo tD �' IL co 61 ^ I E I I 1 7 I' I f w8 Imo) I I �I I N2 I ILII � � I I 0) ; - I Q SMH -#3 f 420- w 00.to 0 ` I to 51-- II a 1 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA OFFSITE SEWER PLAN 9700 PANAMA LANE BAKERSFIELD, CALIFORNIA S.P.R. NO. 14-0334 BASIS OF BEARINGS THE BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH UNE 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 SHEET 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. 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—CONSTRUC1ON 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 & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR SUMMARY OF IMPROVEMENTS UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, 8" PVC SEWER LINE 47 LF AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS 10" PVC SEWER UNE 3259 LF OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. SEWER MANHOLE 10 EA POINT OF CONNECTION 1 EA 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 DATE EXP. 6-30-16 i 4 -/..i ..9 APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12-31-16 REVIEWED BY: VP j-- LEGEND: ASSISTANT PUBLIC WORKS DIRECTOR CL CENTERUNE SCO SEWER CLEANOUT EASEMENT LEGEND INV INVERT SDMH STORM DRAIN MANHOLE SD STORM DRAIN EXIST EXISTING Q CONSTRUCTION NOTE MH MANHOLE ELEV ELEVATION PIPE SIZE ti CB CATCH BASIN R/W RIGHT OF WAY UTILITY \ SMH SEWER MANHOLE FA flOWLINE S --SEWER W --WATER P PROPERTY UNE TP TOP OF PAVEMENT D=DRAIN G=GAS- �- O=qL UNE F - -- OS&SD OFFSITE STREET & EP EDGE OF PAVEMENT STORM DRAIN PLAN _1.0_ 22 TOP OF MANHOLE/TOP OF CIEANWT ELEVATION s EXISTING SEWER LINE — - - - - - - — RIGHT-OF-WAY/ I � O EXISTING SEWER MANHOLE PROPERTY UNE FLOWUNE/CURB & GUTTER ` Q EXISTING SEWER CLEANOUT SECTION DESIGNATION: - - EXISTING STORM DRAIN UNE SECTION LETTER -- D STORM DRAIN - SEE OFFSITE STREET PLAN - ` - - - s •-- CONSTRUCT SEWER PER CITY STANDARDS SHEET W W SECTION IS SHOWN ® STORM DRAIN MANHOLE -SEE OFFSITE CONSTRUCTION NOTES: STREET AND STORM DRAIN PLANS CONTRACTOR TO VERIFY LOCATION AND INVERT FOR DETAILS O ELEVATION OF EXISTING SEWER AND/OR STORM ��Ap� TYPE "A" CATCH BASIN -SEE OFFSITE DRAIN UNE 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 EXISTING DRAIN MANHOLE Oa CITY ENGINEER. \ - I ® 3 LEAVE TOP GRADE RING OFF FOR FUTURE t - - _ _ �_ CONSTRUCT TYPE "A" SEWER MANHOLE O I ADJUSTMENT TO FINISH GRADE OR AS DIRECTED PER C.O.B. STANDARDS SW -2 & SW -6. BY CITY ENGINEER. ® CONSTRUCT SEWER CLEANOUT NOTE rte, I PER C.0.8. STANDARDS SW -5 & SW -6. 1) ALL PIPE ELEVATIONS SHOWN ARE INVERT i' j `� I I1 -� ELEVATIONS UNLESS OTHERWISE NOTED. TEMPORARY SUMP j °-ONSITE PROJECT f I SEE OFFSITE STREET _ �I I SEE GRADING PLAN I 7 AND STORM DRAIN PLAN ' 9700 PANAMA LN. PARCEL C P.ly1.lJ11. 04.0407 ------ CERT. I I _ CERT. OF COMPLIANCE N0. 0204141076 0 R I STORM DRAIN LINE ' I I TUB AN Pit]FOR CO ' --------------------------- 11 p II ---_--- �. SE COR. OF PARCEL B PER -.- P.M.W. NO. 02-0460 AS EVIDENCED RECORDED OCTOBER 15, 2002 AS DOC. NO. 0202172826, O.R. -- --- ---�__ M SEE OFFSITE STREET d ' —_-- - ONSITE CONNECTION AND STORM DRAIN PLAN 00 -- _--- — -_-_ -_-_--------s------ _- -_- S== ----- -- » - _ S -_ • S _- _- -_ S - -_ _ -_ - - -- -- - - - -� _- _ - -_ - _ - _ _ _ _ - - - - I t g.. to ' Zvi -#5 —— 1 o s_ -------------_--------------- _ -- -- - - _�0»S- s s a _- — --- -- �o s — - SMT- — _------1-----'SMH 8 _--------------10»s_r_ —_r r-_- _ —_ » — 18"D -- -- -- -- -- -- -- - -- -'SMH #9 -7O s---==SFi(R10 = ---_ ---- ----------- -- -- ------ -- — --- — S. 1/4 COR., SEC. 19, /I -- - - i I - - -- - �--- � ----.=---_�-=�=- =- =_= = ----_ - =--= _- = = = _ =� _-___- - KCS CONC. MONT. IN LH. _ - _ - - -' -- - ----- _ ----- _ --- _. _ ----- ---- 1T�- 6104 PHASE 8 FILED �J 1� r � f � P /�f'V •G I - - - - - - - - I- � � �- ---- - -- �-� --- =-r-----_ ------ MAP BK 50 PG I I S H F r 7 J 1 ° 58 �o�-lG-IG R C R D RR DIG ALE2T Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Ii I 0 ammi� IIIIIIIIII 4TANnARn KInTrc -- -- i. N R CONTRACTOR WALL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE LET (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 R 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 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 TING )SRIMPROVEMENTS, CROSS ARE OVEDDAMAG DRUDERCUT SHALL BAIRED R 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 THE 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 -i, SW -2, SW -4, SW -5, SW -6, SW -7 I VCP INSTALLATION 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 PLAN -ND 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 R 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 LINE N NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURE'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 WILL B 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 R OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL B IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLAl1N ; 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 MATH 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 R CLASS V WITH WALLS "B" R "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 STEM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED O-RING GASKET. PVC LINE SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVE 360' WITH THE INSTALLATION OF THE LINING IN (CONCRETE PIPE AND FIELD SEALINGCAND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINE SHALL MEET THE FOLLOWING REQUIREMENTS. 1.B. PHYSICAL PROPERTIES OF LINER. LL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77F 15 (25'C t3 ). PROPERTY INITIAL ](PAR, 1,C) TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BEAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50-60 f5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 f5 WEIGHT CHANGE t1.5 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 R 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 R IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF LINE.* AFTER CONDITIONING TO CONSTANT WEIGHT BEEXPOSEDITOFTHE FOLLOWING SOLUTIONS FOR , TENSILE SPECIMENS ANDA PERI�IOD OF 112 DAYSSPECIMENS ATT 7T SHALL 5 (25' C f3 ). AT -DAY INTERVALS, BSHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLSPECIMENS AND O 1ONSGHTCAND TESTED I IHANGE N 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 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.D. DETAILS AND DIMENSIONS E 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 LINE 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 RECOMMENDA11NS OF THE LINER MANUFACTURE. COVERAGE OF THE LINING SHALL NOT BE LESS THAN 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 HELI) SNUGLY IN PLACE AGAINST INNER FORMS. LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) FROM THE ND 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 CONCRETE. , SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE 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.MEN E , WITHOUT TERING THE�IA LINING, AND A NAILS THE RESULTING I N IN THE LINING SHALL BEHOLES 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 LINE 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 T THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED R APPLIED TO THE LINING. THE TAKE ALL NECESSARY T DAMAGE TOR HALL INSTALLED LIN NGCFROMSEQUIPM NT AND MATERIALS USED INEOR TO TTHROUGH THE 0 WORK. 1.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL R SPIGOT ND OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPN THE TYPE OF LINING JOINT TO E 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 E 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 PORTION AND THE LATERA SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURD 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 SUNG OR WITH A SUITABLE FORK LIFT. SHON IHAVING A 360' LINER E EET SHALL BEBUTT WELDED. WHEN PIPE TUBES ARE GFURNISHED, THESE E SE A E SHOP-WELDED JOINTS. NO PIPE WITH DAMAGED LINING WILL E ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. I.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE THE JOINT BETWEEN SECTIONS E LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMEXTEND INTO THE TAR IPIPE BEYOND THE STRAIGHT LINN SUCH A MANNER THAT THE ERCNNECTI G THE SURFACES OF RTAR SHALL NOT, AT ANY 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 SHALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINE 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 ND. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 INCH (13 MM) AND B 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. CSHALL BE TO PROTECT THE FLAP FROM DAMAGE, AND DIS ORTION IN BENDING TAKEN BACK THE FLAP TO EXPOSE THE PIPE JOINTT DURINGTE LNAYIO G 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 ND 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. TO PROVIDE A CONTINUOUS OUS JOIN EQUAL NDING SHALL FUSE BO CORROSION RESISSHEETS ANDT AN ETAND IMPERMEEABILITY 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 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE SES To CAUSE AELDING TOOL SHALL BE SMALL BEAD OF MOLTEN MWATERIALTTO BE VISIBLE LONGY ENOUGH AS THE I BOTH DGGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES: N GROUNDWATER IS ENCOUNTERED THE LINING JOINT NOT BE PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST SHALL THREE DAYSEANDTIL 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 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 FRMS. 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 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 R THE NEW WORK IS BUILT TO JOIN 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 R ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LED 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 1.1. 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 & RASR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. ALL WELDS SHALL B PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, R REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-2.03(1.E). EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINE WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE LINE 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 -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 SHALL BE MADE WITHIN 2 DAYWSLAFFTER THE JOINT HAS BEEN COMPLETEDNG STRIP HAS PAD INSPECTION.SCTION INEORDER 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. SHOWING DIMENSIONAL, MATERIALTOR AND JOINT CRSHALL I ITER AAT FTH 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: I. MATERIAL PVC PIPE SHALL MEET R EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMEIC 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: CONTRACTOR aSHALLAMEAIEMENT MEASURE PIPE DEFLEPVC CTIIN BE. YPULLING AYS OF INSTALLATION THE A GO -NO -GID 5% MANDREL THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON WITHST AS LONG ONAS THEIICAL P PE DIAMETER.GE. THE THE MANDRELDSHALLL IBE USED IN STRICT CT COES AT NFORMANCE WITH PIPE AND MANDREL MANUFACTURE'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 MANUFACTURE) 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 E EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. PIPE CLASSIFICATION. PVC PIPE SHALL BE INSTALLED M CITY ST -12, A EODIIFIIED ON THE CONTRACT PLANS. COMPACTION ABOVEETHE PIPESTAND SHALL BE AS SHOWN ON THE PLANS. 7. TRNC I EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE ROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE ROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD ST -12 AND DETAILED SECTIONS N 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 DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WALL 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 STAT 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 STAT 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 ROUND 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. TRNC I BACKRILL 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, CURRENT EDITION. BEDDING CLASS SHALL BE 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 IDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE R DISTURB THE PIPE R ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS R 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 BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THEE MUST BE AT LEST 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 OLIN IAF 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 R COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS R COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE R HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING R HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKE[LL. "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 N BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN N 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 R 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 N STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT RADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES R LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, R 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 COMP CTIN 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 SHALL MEET THE ECCOMPACTIION, HIGHWAYS. OF SANDQUIVALENT,aAND GRADATION REQUIREMENTS CH LAYER F BACKFILL MATERIAL 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 N THE CONTRACT PLANS, ROADWAY STRUCTURAL SECTION SHALL B NO LESS THAN NINETY PERCENT (95%) RELATIVE COMPACTION FOR THE TOP FINISHED 30% AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 R 231, R ASTM (CURRENT EDITION) D1557 AND ONE R THE FOLLOWING D2922 R 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 SUBDIVIDES RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 10. SEWER PIPE IN T I I ATION SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE RICE 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 ROPER 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 MANUFACTURE'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 UNE 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. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH R THE WEATHER IS UNSUITABLE AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED PIPE, NSSHALL JOINTTOTHE JOINT AND HLL BE ONLY OF SUFFICIENT THEN BE EXCAVATED AT THAT PURPOSE. IN ORDER THAT BELL HOLES MAY B PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, N ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE. THE NTRACTOR PERFM ALL WOK OF CUTTING PIPE AND SPECIAL CASTING ECESSARY TO THE ASSEMBLY,Y, 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 R INCORRECTLY CUT. PIPELINE TESTING. ALL SEWERS SHALL E ISTD 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 EXFlLTRATTN 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 DIRT AND ANY OTHER FOREIGN MATERIAL WW IN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL E SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRE ON,LED TO REMOVE ANY DIRT R FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIA 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 SET AS CALLED N 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 N 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 E INSPECTED WITH VIDEO EQUIPMENT DESIGNED 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 SUBDIVIDE SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCEWITH THE SPECIFICATINS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY- FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED N 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 ,C IN DIAMETER EXCEPT AS NOTED N PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE R RIGHT-OF-WAY LINE WITH 30" OF COVER AT FLOW UNE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE R RIGHT-OF- WAY LINE AS SHOWN IN THE "SEWER LATERA 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 FLOWLINE 16. 17. I& 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, SW -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 13AKERSFIELD STANDARD DRAWING SW -5. MANHOLES MANHOLES SHALL B TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER R LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET N A 2" MORTAR BED R SET ON KENT -SEL, IN A GROOVED FOUNDATION. 15. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III LITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED N 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 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 65-1.06B, "RUBBER GASKETED JOINTS% OF THE STANDARD SPECIFICATIN& 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 R FITTING TO BE REJECTED. PPE 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 MANUFACTURE'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN R AS DIRECNE AENGINEER. AND SUCH A MANNER TO EED WITH EACH PIECE LAID TRUE TO LIAND RADE,N S RM 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. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH R THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH D PIPE, FACILITATE BELLED OPERATINS,SSHALL AND SHALLEN BE EXCAVATED AT EACH JOINT BE ONLY OF SUFFICIENT SIZE FORTHATPURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHED OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIA 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 WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED R INCORRECTLY CUT. BORED,JACKED ACKED PPE CASING R SMOOTH OUTSIDE WALLED PIPE FOR BRED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BERING 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 NDS 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 BRING OR JACKING. BORING/JACKING KERATINS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BRING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL 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 R 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 R THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDNG AND/OR FACE CLOSURE WITH SUFFICIENT JACKS T 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. MINOR STRICTURE 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 N 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 D CEMENT GROUT OR *KENT SEAL' To MAKE A WATERTIGHT JOINT, SHALL BED OF E NEATLY POINTED ON THEN IDE AND SHALL BE SET PLUMB. ADJUST SURVEY MONUMENT ENCASEMENTS SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED R 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 TQ A MINIMUM OF 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 R COVE DAMAGED BY THE CONTRACTOR R 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 o 8'- tG -« '", q DIGALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SFRVIC:F Al FPT OF SOUTHERN CALIFORNIA rn M o to o 1* OD D Q -t00 W \ U af Ii o � FF- O9 1 pp 19 Q J SS c uj a m IX W W wv00 3:: OLu 3w� i z o 0 0 Gcn H Z cV W < a y u,9 13 m a Z. Lua 0 >.oc a0 IL o 0 W Z Ii FF- Q J ZYaco uj a m IX W W 3:: OLu F.Lu -i z 0 H Z >- < a y ccao 0 Lua o a _ CD I w 1 G `d 4 SI I 1. >.oc a0 IL o 0 W Z FF- Q J ZYaco uj a m IX W W 3:: OLu F.Lu -i z 0 H Z >- < a y ccao 0 Lua o a _ CD I w 1 G `d 4 I !I I I I I I_ 0 I j �I Ir � I I CL INTERSECTION/ i I STA. 10+00.00, C.L, MOUNTAIN VISTA RD;= I STA. 9+99.95, C.L, PANAMA LN. I i_11 f_ S.1/4 COR. SEC. 19, 30/27 FD. KCS I ; CONC. MONT. IN LH. PER KCS FILED tl ' I MAP NO. 7-1 BK.6, PG.28. i i PANAMA LANE SEE SHEET 4 EASEMENT LEGEND: 356 ] 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON CENTERLINE SCO 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. STORM DRAIN EXIST Q 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON o!' x N•- W THE KERN COUNTY LAND COMPANY MAP OF SECTION 30, TOWNSHIP 352 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED JANUARY 22, 1892. 3n 40' EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, 350 RECORDED JUNE 26, 1980 IN BK. 5294, PG. 2430, O.R. , QUITCLAIMED PER DOC. NO. 0215026434 DATED 03/09/15. t t t t S. LOT DEDICATION PER , I I -r TRACT 6104--L, (NOT SHOWN) 348 ® ADDITIONAL RIGHT-OF-WAY DEDICATION BY SEPARATE EXISTING SEWER LINE - INSTRUMENT. EXISTING SEWER MANHOLE ' - 346 - - - - - - - - 344 - - o 342 S 340 ® 338 336 334 - --- --- - --- 332 _....�.�.--____--_----- ___---____-- 330 328 tip 326 ® 324 322 SHADE TREE LANE SEE TR. 6104-7 N SEWER AND STORM o DRAIN PLANS it ' LLI I 4 3 5 pw 1 ext z >. 1 8 7 6 5' Z, o _ x j z r o /I r' I I �' ���'�� r j t J. m t z I ¢ 62 I J J �1 ASr :7 C�/l - r r I j I z Ucj o m m Q % M. r 7 !^ I , 1 R. � J� `rJ �� I / �' r I I o- x� z x JJ J� �r Q + ! M -f3- UJ. 55—'56 N +� vW1 o Icnib t to tNci� 0� J uj W U cn z MM 00 I�t< (n N 5 2 N00'19 IV E 10 S -PVC s 283.51 Q N89'09'43"W 27.62' , � 4 4 5 � Muicr PARCEL " Cm z �w P.M. I. 04-0407 CERT. OF COMPLIANCE DOC. N0. _°'°'MOUNTAIN VISTA ROAD 0204141076, O.R. ++ STA. 10+00.00 C.L. TO STA. 20+63.47 C.L. In cn (n SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 5' H 0 N "' w CONC. MON. IN LAMPHOLE W// -j PARCEL C" BRASS CAP MARKED L.S. 4383 Z W UN P.M.W. 04-0407 PER TR. 6104 -PHASE 7, M.B. 50, PGS. 55-56 ojc40) CERT. OF COMPLIANCE DOG. NO. z4 0204141076, O.R. 00 w cn NN 0 s0 00 r F A 0 0 ujof C5 �! zvWi QIP7 Jrri C CENTERLINE SCO t , t EX. R DEDICATEDx TR. 1P4 PHASE 8 SD STORM DRAIN EXIST MH o!' x N•- W CB '� I w w PROPERTY UNE TP OS&SD , M.B. 50 PGS. 57-59 1 L t t t t S. LOT DEDICATION PER , I I -r TRACT 6104--L, TOM 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION s EXISTING SEWER LINE - 0 EXISTING SEWER MANHOLE ' - - - - - - - - - - - - - -I - - o EX. BLOCK WALL VESTING TENTATIVE P.M. 1 1677) BOUNDARY S CONSTRUCT SEWER PER CITY STANDARDS ® STORM DRAIN MANHOLE -SEE OFFSITE STREET AND STORM DRAIN PLANS _- -- - - --- --- - --- -- _-------- —_ 76 -=_FUTURE _....�.�.--____--_----- ___---____-- STREET AND STORM DRAIN PLANS FOR DETAILS tip EXISTING DRAIN MANHOLE ® CONSTRUCT TYPE "A" SEWER MANHOLE _ ___--_ ------------- '-__ ® CONSTRUCT SEWER CLEANOUT TRACT 6104 PER C.O.B. STANDARDS SW -5 & SW -6. CURB &GUTTER/-==--_--___-- _��---`^-^ - -------------\`--- "----_---_-_-- I BOUNDARY NSIDEWALK ---_ - '-;z_'--- Milli 11 Ioil NEE I FUTURE CURB & GUTTER/ to I SEINER POINT OF CONNECTION 12 SIDEWALK 1 EXIST. SEWER CLEANOUT I N0019'19"E 11+� f- - - -i - - L- 12+00 13+0o ---F - - - - -+- - 14+00 - - -+ - - 75+00 16+00 n+oo 18+00 19+00 20+00 1463.46' tSTA. 20+68.68, C.L. 22.62LT. 21+00 NOOi9'19'E S—� S 10"S -PVC S 387 00' S - r - - - - +- - - - - - - - - - +— - - -� - S N0019'19'E S 10"S -PYO 36097' S '" S I- - 8 - - I - 10"S -PVC tNci� 0� J uj W U cn z MM 00 I�t< (n N 5 2 N00'19 IV E 10 S -PVC s 283.51 Q N89'09'43"W 27.62' , � 4 4 5 � Muicr PARCEL " Cm z �w P.M. I. 04-0407 CERT. OF COMPLIANCE DOC. N0. _°'°'MOUNTAIN VISTA ROAD 0204141076, O.R. ++ STA. 10+00.00 C.L. TO STA. 20+63.47 C.L. In cn (n SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 5' H 0 N "' w CONC. MON. IN LAMPHOLE W// -j PARCEL C" BRASS CAP MARKED L.S. 4383 Z W UN P.M.W. 04-0407 PER TR. 6104 -PHASE 7, M.B. 50, PGS. 55-56 ojc40) CERT. OF COMPLIANCE DOG. NO. z4 0204141076, O.R. 00 w cn NN 0 s0 00 r F A 0 0 ujof C5 �! zvWi QIP7 Jrri 10 11 LEGEND: CL CENTERLINE SCO INV INVERT SDMH SD STORM DRAIN EXIST MH MANHOLE ELEV CB CATCH BASIN R/W SMH SEWER MANHOLE FA PA PROPERTY UNE TP OS&SD OFFSITE STREET & EP STORM DRAIN PLAN TOM 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION s EXISTING SEWER LINE - 0 EXISTING SEWER MANHOLE Q - EXISTING SEWER CLEANOUT - - 0 EXISTING STORM DRAIN UNE - - o STORM DRAIN - SEE OFFSITE STREET PLAN S CONSTRUCT SEWER PER CITY STANDARDS ® STORM DRAIN MANHOLE -SEE OFFSITE STREET AND STORM DRAIN PLANS FOR DETAILS TYPE "A' CATCH BASIN -SEE OFFSITE STREET AND STORM DRAIN PLANS FOR DETAILS tip EXISTING DRAIN MANHOLE ® CONSTRUCT TYPE "A" SEWER MANHOLE PER C.O.B. STANDARDS SW -2 & SW -6. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STANDARDS SW -5 & SW -6. Milli 11 Ioil NEE am x APRIROXIMATE GROUN -'- - - - - - --- - - - -' - — — — ' - 0CENTERLINE WaQQ —WWWOj < cna zw y,�SAa3M INIfERT 10 SEWER Or F7 '-INVERT 10' SEWER INVERT 10" SEVER t�= oO c"InMo(n O iA t6 I uj M zz zOI. w 09 Oil 94 OL z co M >: z iM c+1 >: z W z < WW p J 4 J JJ L1 �Z ZZ cn cn > i fn 16 (n Z 0 v►_ cn co INSTALL 387.00 LF OF 1 " PVC WER INSTA 360.97 LF OF 0" PVC EWER 1 STALL 83.51 OF 10 PVC S R 10 11 LEGEND: CL CENTERLINE SCO INV INVERT SDMH SD STORM DRAIN EXIST MH MANHOLE ELEV CB CATCH BASIN R/W SMH SEWER MANHOLE FA PA PROPERTY UNE TP OS&SD OFFSITE STREET & EP STORM DRAIN PLAN TOM 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION s EXISTING SEWER LINE - 0 EXISTING SEWER MANHOLE Q - EXISTING SEWER CLEANOUT - - 0 EXISTING STORM DRAIN UNE - - o STORM DRAIN - SEE OFFSITE STREET PLAN S CONSTRUCT SEWER PER CITY STANDARDS ® STORM DRAIN MANHOLE -SEE OFFSITE STREET AND STORM DRAIN PLANS FOR DETAILS TYPE "A' CATCH BASIN -SEE OFFSITE STREET AND STORM DRAIN PLANS FOR DETAILS tip EXISTING DRAIN MANHOLE ® CONSTRUCT TYPE "A" SEWER MANHOLE PER C.O.B. STANDARDS SW -2 & SW -6. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STANDARDS SW -5 & SW -6. SEWER CLEANOUT STORM DRAIN MANHOLE EXISTING ELEVATION RIGHT OF WAY FLOWUNE TOP OF PAVEMENT EDGE OF PAVEMENT 12 ® EASEMENT LEGEND O1 CONSTRUCTION NOTE �- PIPE SIZE UTILITY S=SEWER W --WATER D=DRAIN G --GAS 0=OIL LINE - - - - - - - — RIGHT-OF-WAY/ PROPERTY LINE FLOWLINE/CURB & GUTTER SECTION DESIGNATION: SECTION LETTER L-- -- A _2 SHEEP DERE SECnm IS SHONM CONSTRUCTION NOTES: O CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION OF EXISTING SEWER AND/OR STORM DRAIN UNE BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. O ADJUST SEWER MANHOLE COVER TO EXISTING GROUND ELEVATION OR AS DIRECTED BY CITY ENGINEER. O LEAVE TOP GRADE RING OFF FOR FUTURE ADJUSTMENT TO FINISH GRADE OR AS DIRECTED BY CITY ENGINEER. NOTE : 1) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 13 14 15 16 17 18 19 20 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 1 324 322 INSTALL 27.62 LF OF 10' PVC SEWER @ 0.36% SECTION 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 21322 09-16-1G ORDD RJUIJI DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I z '0111111111 Milli 11 Ioil NEE am 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 1 324 322 INSTALL 27.62 LF OF 10' PVC SEWER @ 0.36% SECTION 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 21322 09-16-1G ORDD RJUIJI DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I z '0111111111 MOUNTAIN VISTA DRIVE SEE SHEET 3 II �1 I 0 TRACT 6104 PHASE 8I 1 "' M.B. 50, PGS. 7•\ 59 I i l PARCEL " C"P.M" 1 CERT. OF COMW. PL ANCE DOC. NO. 4-407q 0204141076, O.R. j + - -- - k En CL INTERSECTION/ _ - --= _- -- - _ _- - - _ _ -- - --- - ---- -- - -- - - -- - - - - ' 11 `�_--'- , " STA 9+99.95, C.L, PANAMA W.= 589'06-48€ --__._____- g _ - -- g �_ -� S10"S PVC 400.37 SS89'06'48"E - - - E STRIPING -� STA 10+00.00, C.L . MOUNTAIN VISTA RD.- i ----'__ _ __-__ S — _ S 10"S PVC - 3 - - - - _ _ 1 FUTURE -_------____ --_--------------- ___-_-_ -_--_-_-___--_-----__- -_-__- -_-- - - - - - g 6 48"f` 0"S-pVCS - - - - - _ _ � S 583`0 S — - of aIL ---aIL —OIL— !Z — — — — '— — — — — — -- ------ =--- =--- ---- --------- — --- =--- =--- =--- ------- =-- O -- S — — S _ _ S �QQ.Q TRACT 6104 BOUNDARY -- M �� oi� -,-- ---ori OIL—- ---o�� --= oi� = - OIL_EX 91L '_iNE_ - - - - - - - - - - - - - - _ __a;� =-- ----= �1++a _ }oo S896 6 65Eaka----o;� —--a2+o0 14+00 a� alb 01c 15+00 EX_E.P. 16+00 - - -� - - -+-- - - - —� - - 1°° - - - - 18+00 - 19-� 0°- _ _ _ _ 2629.82'_ 20+00 _ 21+0° - __ _ - - - �_- -_ - �_-_--__..-_--------------------- S.1/4 - - -- - .- - -- - - -- -- ----- ---- --- - "' EX. 6" 656 23+00 ---------- --- -- ----- -- -- --- G - ------------- _—_._— S.1 /4 COR. SEC. 19, 30/27 FD. KCS ---------=------ ----- , - -- --- - -- - - -- - ., _. _ -_- _ _ � .- --- --- - - -- -- ---- _____- - - ---- - - - - - - ---- -- - -- - - - __ _- - - - -- 1 1-------------- --- --- -- -- — — — --- - —�✓ EX. 8" GAS uT— CONC. MONT. IN L# PER KCS FILED-- ---._� _ T } -- _ T_., -_.- -- -.- - ---------- ----� - - _-_------ -- _ -=fit NO. 7-1 BK.6, PG.28. j i - - -- - -=_ - -- - - - -_ - _- - -- i� ^ --- - 377 ----------------------------- MAP- _- --- t�----- _ -- = = _- - ---=-=----------=- - -- _- _= =_== -=--- i I 00 w a M 'Ln o ,oto o W 1 =1 M� O M I O ^ •��,! Z'W f O J z UN 1 Z Ld UJIUN O _j � J W I JUN J �� I O Ldt W U� O _ �� LOT zoo I zoo I OT 3 = W o M U) I "+ Q oo SALES MAP OF LANDS OF ++ 1 m �� Z o Z o v, I .�� SAI ES MAP OF ANDS OF + + ' ? W ao KERN COUNTY LAND COMPANY r KERN COUNTY LAND COMPANY N = N I ��� MOUNTAIN VISTA DRIVE �� U)V)N PANAMA LANE ' cnU)c SEE SHEET 3 N NN UJIU' as a ~ I c(n cin 0 to 1 STA. 10+00.00 C.L. TO STA. 23+00.00 C.L. a SCALE: HORIZONTAL 1" = 50' M v VERTICAL 1" = 5' n n 354 352 350 348 346 344 342 340 338 336 334 332 330 3282 - Of 326 324 10 LEGEND: � CL CENTERLINE SCO INV INVERT SDMH SD STORM DRAIN EXIST MH MANHOLE EL.EV CB CATCH BASIN R/W SMH SEWER MANHOLE FA PA PROPERTY UNE TP OS&SD OFFSITE STREET & EP I STORM DRAIN PLAN rO.M 363. 22 TOP OF MANHOLE/ OF CLEANOUT ELEVATION s EXISTING SEWER UNE - 0 EXISTING SEWER MANHOLE %C EXISTING SEWER CLEANOUT - - a EXISTING STORM DRAIN UNE - - D STORM DRAIN - SEE OFFSITE STREET PLAN S CONSTRUCT SEWER PER CITY STANDARDS 0 STORM DRAIN MANHOLE -SEE OFFSITE STREET AND STORM DRAIN PLANS FOR DETAILS mr TYPE "A" CATCH BASIN -SEE OFFSITE STREET AND STORM DRAIN PLANS FOR DETAILS 0 EXISTING DRAIN MANHOLE �} CONSTRUCT TYPE "A" SEWER MANHOLE PER C.O.B. STANDARDS SW -2 & SW -6. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STANDARDS SW -5 & SW -6. PRROXt ATE EXI TING 0111111111 2 3 3 3 ' Z iLd i.. i INVE T 10" EWER INVERT 0" SEWER I INVE T 10" S WER INVERT 10" SEWER �n r'Lk I jU_� o' 000 0 oa3 = 03 ID o z W o �;� o ;z ��;� _. o Z �ti Z �Jj W Z W �Jj •• W Q W C� Q- �(D =� m =m aaoM ' QoaIINSIA OWWIo:<W � �'LWJ Of Lib. wNSTALL.37 OF 1 " PVC SEWER 0 9.26% �L4 ILL]LL .00 LF OF 10" VC SE R ® INST LL 400. LF 10" P C SEWE ® PVC EWER 0.25% I I I I -EE SHEqqT 5 F CONT. LEGEND: � CL CENTERLINE SCO INV INVERT SDMH SD STORM DRAIN EXIST MH MANHOLE EL.EV CB CATCH BASIN R/W SMH SEWER MANHOLE FA PA PROPERTY UNE TP OS&SD OFFSITE STREET & EP I STORM DRAIN PLAN rO.M 363. 22 TOP OF MANHOLE/ OF CLEANOUT ELEVATION s EXISTING SEWER UNE - 0 EXISTING SEWER MANHOLE %C EXISTING SEWER CLEANOUT - - a EXISTING STORM DRAIN UNE - - D STORM DRAIN - SEE OFFSITE STREET PLAN S CONSTRUCT SEWER PER CITY STANDARDS 0 STORM DRAIN MANHOLE -SEE OFFSITE STREET AND STORM DRAIN PLANS FOR DETAILS mr TYPE "A" CATCH BASIN -SEE OFFSITE STREET AND STORM DRAIN PLANS FOR DETAILS 0 EXISTING DRAIN MANHOLE �} CONSTRUCT TYPE "A" SEWER MANHOLE PER C.O.B. STANDARDS SW -2 & SW -6. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STANDARDS SW -5 & SW -6. 11 12 SEWER CLEANOUT � EASEMENT LEGEND STORM DRAIN MANHOLE 1 CONSTRUCTION NOTE EXISTING 22 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON ELEVATION PIPE SIZE RIGHT OF WAY is �- UTILITY FLOWUNE RECORDED JUNE 26, 1980 IN BK. 5294, PG. 2430, O.R. S=SEWER W --WATER QUITCLAIMED PER DOC. NO. 0215026434 DATED 03/09/15. I D --DRAIN G- -GAS TDP OF PAVEMENT ® ADDITIONAL RIGHT-OF-WAY DEDICATION BY SEPARATE 0=01L LINE EDGE OF PAVEMENT - - - - - - - — RIGHT-OF-WAY/ PROPERTY UNE FLOWUNE/CURB & GUTTER SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES: Q CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION OF EXISTING SEWER AND/OR STORM DRAIN UNE BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 0 ADJUST SEWER MANHOLE COVER TO EXISTING GROUND ELEVATION OR AS DIRECTED BY CITY ENGINEER. O3 LEAVE TOP GRADE RING OFF FOR FUTURE ADJUSTMENT TO FINISH GRADE OR AS DIRECTED BY CITY ENGINEER. NOTE : 1) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 13 FUTURE PAVEMEI -T WI z) a U U MI -H 14 (L PANAMA LANE 15 55' �L 17 19 20 21 22 23 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 �FUTURE FUTURE -- - CURB & GUTTER ���" oC3 2 PAVEMENT 1 AND SIDEWALK , 6. J ICfV"� OF io�+l o�lo I� • .. Q S !4 !G U a- Imo- t17' f20' 18' R.Ai SECTION g SCALE 1"=20' HORIZ. 4 I►7 VAJ Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA EASEMENT LEGEND: 1❑ 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON THE KERN COUNTY LAND COMPANY SALES MAP OF SECTION 19, 1 TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED AUGUST 27, 1891. 22 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON THE KERN COUNTY LAND COMPANY MAP OF SECTION 30, TOWNSHIP 1 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED JANUARY 22. 1892. © 40' EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, RECORDED JUNE 26, 1980 IN BK. 5294, PG. 2430, O.R. QUITCLAIMED PER DOC. NO. 0215026434 DATED 03/09/15. I (NOT SHOWN) I� ® ADDITIONAL RIGHT-OF-WAY DEDICATION BY SEPARATE INSTRUMENT. 20 21 22 23 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 �FUTURE FUTURE -- - CURB & GUTTER ���" oC3 2 PAVEMENT 1 AND SIDEWALK , 6. J ICfV"� OF io�+l o�lo I� • .. Q S !4 !G U a- Imo- t17' f20' 18' R.Ai SECTION g SCALE 1"=20' HORIZ. 4 I►7 VAJ Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA �. 0,\ - S--� y ammm 0111111111 �. 0,\ - S--� y EASEMENT LEGEND: 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON THE KERN COUNTY LAND COMPANY SALES MAP OF SECTION 19, TOWNSHIP 30 SOUTH, RANGE 27 EAST. M.D.B.M. FILED AUGUST 2' 2Q 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON THE KERN COUNTY LAND COMPANY MAP OF SECTION 30, TOWNSF 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED JANUARY 22. 1892. © 40' EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, 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. PARCEL " C" P.M.W. 04-0407 CERT. OF COMPLIANCE DOC. NO. 0204141076, O.R. I t 1 i I �`-"JSTUB LAND PLUG FOR 1 i FOR ONSITE CONNECTION I STA. 32+31.55, C.L. 89.061T.= j I STA. 32+78.47, SEWER 01 L'FOR STORM DRAIN 00 SEE OFFSITE STREET & STORM DRAIN PLANS j iNV. ELEV. 343.01 S 8 pQ Illil O CENTERLINE SCO SEWER CLEANOUT U ' --�--- FUTURE STRIPING (TYP)Q- SD STORM DRAIN o 0 - S89'21'4 "E - ' 4yQ0.00 - - - S89*57'46" 0"S PVC 1 s 226.62 E; -= ___ =--- _ ---- --- =---= ---=---�-.- Z O - - - = --- -- --------------------------------- -- EX. 8 G -- OXIMA LO � SEWER MANHOLE FA _ JM - OIL —_ - — Ir- —-0� — — — ��C — — _ L - OIL_ NEW E.P. _ EX. 6" OIL 26+00 U M EX. E.P. 30+00 131+00 32+00 -- -- --+-- - -- r---+-- 656.47 -- -- +-- -- -- -+ -- - --a--- -- ---� -�-- -- -- +- - - 659.97 s EXISTING SEWER UNE £X. 6" OIL - - - - Q - I -------------------- GROUND ELEVATION OR AS DIRECTED BY EX. 8"G - ---- ---- c ------ I - -- --- -- - U - - - ---- ----- c, a Q LEAVE TOP GRADE RING OFF FOR FUTURE CONSTRUCT TYPE 'A" SEWER MANHOLE 0 ADJUSTMENT TO FINISH GRADE OR AS DIRECTED PER C.O.B. STANDARDS SW -2 do SW -6. - - - - S8 *06'48"E9 CONSTRUCT SEWER CLEANOUT - - - 10"S PV I i PER C.O.B. STANDARDS SW -5 do SW -6. 00 1 j =---------S89'06'48"E S ELEVATIONS UNLESS OTHERWISE NOTED. �i� CD 400.00' --- V N Z -JW d cn OIL — — piL — — =- idL — —=-v^IL-' — - I - J ..ii.ri W M 22++ - 23+00 24+00 $89'06'48"E 25+00 _ - - - - _ 656.60' - - - - - - - - - - - --_-- -- - --- ----------------------------- ------ ------ J C) C! W�nim J kAOEMENT-0 O CENT[ RUNE W W F% z ( A Cj VIS I Lu Z 0I� LOT 3 oo z SALES NEAP OF LANDS OF M+NN + —' + KERN COUNTY LAND COMPANY WNN Qa a _ I to <� U) (n M N EASEMENT LEGEND: 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON THE KERN COUNTY LAND COMPANY SALES MAP OF SECTION 19, TOWNSHIP 30 SOUTH, RANGE 27 EAST. M.D.B.M. FILED AUGUST 2' 2Q 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON THE KERN COUNTY LAND COMPANY MAP OF SECTION 30, TOWNSF 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED JANUARY 22. 1892. © 40' EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, 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. PARCEL " C" P.M.W. 04-0407 CERT. OF COMPLIANCE DOC. NO. 0204141076, O.R. I t 1 i I �`-"JSTUB LAND PLUG FOR 1 i FOR ONSITE CONNECTION I STA. 32+31.55, C.L. 89.061T.= j I STA. 32+78.47, SEWER 01 L'FOR STORM DRAIN 00 SEE OFFSITE STREET & STORM DRAIN PLANS j iNV. ELEV. 343.01 S 8 pQ Illil O LOT 2 N SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY N PANAMA LANE STA. 23+00.00 C.L. TO STA. 32+31.55 C.L. SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 5' 11 LU LOT ] SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY 00 I 18"D i 9 O SOO'53i 2"W 46.90' 8" PVC SEWER I )IL- O S=0.50% 2629.82' S.E. COR. SEC. 19, 30/27 FD. ___ I KCS CONC. MONT. IN L.H. PER N• T--- I KCS FILED MAP NO. 7-1 BK. 6, PG.28. :3 W V) n IQ 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 34 6 CENTERLINE SCO SEWER CLEANOUT INV -- -- -- -- --�--- FUTURE STRIPING (TYP)Q- SD STORM DRAIN - 400.00' - - 3 - S89'21'4 "E - -- --- 10"S PVC- S 4yQ0.00 - - - S89*57'46" 0"S PVC 1 s 226.62 E; -= ___ =--- _ ---- --- =---= ---=---�-.- s = ------ --------------- =--- ------------------------ --- - - - = --- -- --------------------------------- -- EX. 8 G -- OXIMA LO � SEWER MANHOLE FA - - - - - - - OIL —_ - — Ir- —-0� — — — ��C — — _ L - OIL_ NEW E.P. _ EX. 6" OIL 26+00 27+00 S89'06'48"E 28+00 29+00 EX. E.P. 30+00 131+00 32+00 -- -- --+-- - -- r---+-- 656.47 -- -- +-- -- -- -+ -- - --a--- -- ---� -�-- -- -- +- - - 659.97 s EXISTING SEWER UNE £X. 6" OIL - - - - Q - I -------------------- GROUND ELEVATION OR AS DIRECTED BY EX. 8"G - ---- ---- c ------ I - -- --- -- - U - - - ---- ----- c, a Q LEAVE TOP GRADE RING OFF FOR FUTURE CONSTRUCT TYPE 'A" SEWER MANHOLE 0 ADJUSTMENT TO FINISH GRADE OR AS DIRECTED PER C.O.B. STANDARDS SW -2 do SW -6. Z I O CONSTRUCT SEWER CLEANOUT NOTE I i PER C.O.B. STANDARDS SW -5 do SW -6. 00 1 j ALL PIPE ELEVATIONS SHOWN ARE INVERT rn ELEVATIONS UNLESS OTHERWISE NOTED. �i� CD I N Z -JW d cn s Z JW O U (n Z J tom • 0 I I J ..ii.ri W LOT 2 N SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY N PANAMA LANE STA. 23+00.00 C.L. TO STA. 32+31.55 C.L. SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 5' 11 LU LOT ] SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY 00 I 18"D i 9 O SOO'53i 2"W 46.90' 8" PVC SEWER I )IL- O S=0.50% 2629.82' S.E. COR. SEC. 19, 30/27 FD. ___ I KCS CONC. MONT. IN L.H. PER N• T--- I KCS FILED MAP NO. 7-1 BK. 6, PG.28. :3 W V) n IQ 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 34 6 CENTERLINE SCO SEWER CLEANOUT INV INVERT SDMH STORM DRAIN MANHOLE SD STORM DRAIN EXIST EXISTING MH MANHOLE ELEV ELEVATION CB CATCH BASIN APR OXIMA NEW FI ISHED SEWER MANHOLE FA FLOWLINE t PROPERTY UNE TP TOP OF PAVEMENT OS&SD 23 EP EDGE OF PAVEMENT TYPE "A' CATCH BASIN -SEE OFFSITE STORM DRAIN PLAN DRAIN UNE BEFORE CONSTRUCTION AND NOTIFY OJ TOM 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION ENGINEER OF ANY DISCREPANCIES. s EXISTING SEWER UNE — - - - - Q EXISTING SEWER MANHOLE GROUND ELEVATION OR AS DIRECTED BY Q EXISTING DRAIN MANHOLE CITY ENGINEER. a Q LEAVE TOP GRADE RING OFF FOR FUTURE CONSTRUCT TYPE 'A" SEWER MANHOLE LL ADJUSTMENT TO FINISH GRADE OR AS DIRECTED PER C.O.B. STANDARDS SW -2 do SW -6. Z 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. CD N s • 0 PAVEMENT O CENTERLINEP 0 - 111111 APRROXI ATE EXISTING kAOEMENT-0 CENT[ RUNE F% �� _ z o � 3 LL3 N a O InQ a a Z 0.50' J W W U �- w ' Q W -INVERT 10" SEWER 8 SEWER • INVER 10" SEWER z g • —SEWER-- I RT 10 EWER a W r z 0- g_ Ja 003 0 3W o= OD 00 a=tra �W °0M3 30'00 �JW! J3 az_jN OjW0. : Z0D- W ? OFui Otn '� Oc"I _ z Q �Z� ' --- Z WWW C� QW mnN Q j W W ZU W ¢�N +W W NNW Of Qj �> �ZH> Q j w W Z (n Z !n to Z n z 22° 0ri .2v?v - IN TALL 6.62 OF 10 PVC SE R O INSTA 46.90 LF OF i STALL 0.00 OF 10 PVC WER O , . IN TALL 0.00 LF OF 10 VC SE R O O 25% 8" PV SEWER 0 8-6094 SEE ET 4 F R CON 33 o.b� a .,o �o An 31 32 354 352 350 348 346 344 342 340 338 336 334 332 330 32 32 324 CENTERLINE SCO SEWER CLEANOUT INV INVERT SDMH STORM DRAIN MANHOLE SD STORM DRAIN EXIST EXISTING MH MANHOLE ELEV ELEVATION CB CATCH BASIN R/W RIGHT OF WAY SMH SEWER MANHOLE FA FLOWLINE PA PROPERTY UNE TP TOP OF PAVEMENT OS&SD 23 CL CENTERLINE SCO SEWER CLEANOUT INV INVERT SDMH STORM DRAIN MANHOLE SD STORM DRAIN EXIST EXISTING MH MANHOLE ELEV ELEVATION CB CATCH BASIN R/W RIGHT OF WAY SMH SEWER MANHOLE FA FLOWLINE PA PROPERTY UNE TP TOP OF PAVEMENT OS&SD OFFSITE STREET do EP EDGE OF PAVEMENT TYPE "A' CATCH BASIN -SEE OFFSITE STORM DRAIN PLAN DRAIN UNE BEFORE CONSTRUCTION AND NOTIFY OJ TOM 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION ENGINEER OF ANY DISCREPANCIES. s EXISTING SEWER UNE — - - - - Q EXISTING SEWER MANHOLE GROUND ELEVATION OR AS DIRECTED BY 24 ® EASEMENT LEGEND O CONSTRUCTION NOTE /— PIPE SIZE UTILITY S=SEWER W --WATER D=DRAIN G- -GAS 0=OIL UNE - - — RIGHT-OF-WAY/ PROPERTY UNE FLOWLINE/CURB do GUTTER C EXISTING SEWER CLEANOUT SECTION DESIGNATION: - - Q EXISTING STORM DRAIN LINE SECTION LETTER 1111111111 p - - D STORM DRAIN - SEE OFFSITE STREET PLAN 2 g CONSTRUCT SEWER PER CITY STANDARDS SHEET MEM SECTM IS SHOuw STORM DRAIN MANHOLE -SEE OFFSITE CONSTRUCTION NOTES: —j STREET AND STORM DRAIN PLANS O CONTRACTOR TO VERIFY LOCATION AND INVERT FOR DETAILS ELEVATION OF EXISTING SEWER AND/OR STORM CO TYPE "A' CATCH BASIN -SEE OFFSITE DRAIN UNE BEFORE CONSTRUCTION AND NOTIFY OJ STREET AND STORM DRAIN PLANS ENGINEER OF ANY DISCREPANCIES. FOR DETAILS O ADJUST SEWER MANHOLE COVER TO EXISTING GROUND ELEVATION OR AS DIRECTED BY Q EXISTING DRAIN MANHOLE CITY ENGINEER. a Q LEAVE TOP GRADE RING OFF FOR FUTURE CONSTRUCT TYPE 'A" SEWER MANHOLE LL ADJUSTMENT TO FINISH GRADE OR AS DIRECTED PER C.O.B. STANDARDS SW -2 do SW -6. Z 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. 25 We L/ &.v 01-16-0 D 11 DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS 0 BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA s rn 0 M M F- cy) of Q d vow z u- I Q J LU w v cx) 30� www �. N ir w Y Q m Q v W 1111111111 p Z O WZQ —LL. 4 a 0. —j maw a CO W OJ LL LU > C JLu W u a >- a LL Z Z Lu CL CD N s 0 0 111111 Q v W (L p Z O WZQ —LL. 4 a 0. —j maw a CO W OJ LL LU > C JLu W u a >- a LL Z Z Lu CL CD N s 0 0 w to