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U) . U w HAWKINS & ASSOCIATES ENGINEERING SPECIFICATIONS 2 N ABBREVIATION LIST LEGEND U GENERAL NOTES.` PA WNG SPECIFICA TIONS. CONCRETE PA WNG SPECIFICATIONS t PL US OR MINUS EX/S TING PROPOSED Q 0 1. ALL WORK SHALL BE DONE /N ACCORDANCE W/TH THE REQUIREMENTS OF THE CITY OF AB AGGREGATE BASE LATHROP AND ALL OTHER CODES OR REGULATIONS AN FORCE BY APPLICABLE GOVERN/NG 1, ALL PA WNG PREPERA T/ON & INSTALLATION TO BE AS SPECIFIED ON SHEET C5 AND THE 1. CONCRETE: PORTLAND CEMENT CONCRETE PA WNG SHALL BE CLASS B AS DEFINED /N THE AC ASPHAL T CONCRETE RED INC ARCHITECTS AGENCIES. GEOTECHNICAL INVESTIGATIONGAT/ON REPORT. STATE OF CAL/PORN/A STANDARDS, WITH A 28 DAY COMPRESS/VE STRENGTH OF 2ARV A/R RELEASE VALVE,500 BC or BOC BEG/NN/NG OF CURIAE OR BACK OF CURB RIGHT OF WAY 1217 J STREET, MODESTO, CA 9535a POUNDS PER SQUARE /NCH AS A MWIMUM, AND A MAX/MUM SLUMP OF 3 INCHES. 209.522.8900 J 2. BENCHMARK. CONCRETE SHALL CONS/ST OF A 5 SACK M/XTURE OF PORTLAND CEMENT WATER AND BCD BASE CONTAINMENT DRAIN LINE z BDRY BOUNDARY LOT LANE - - 0 AGGREGATE. PORTLAND CEMENT SHALL BE TYPE I/. AGGREGATES SHALL BE WASHED BY BENCHMARK PROJECT BENCHMARK. BEFORE USE AND BE FREE FROM ANY FORE/GN MATTER. SEAL: o BO BLOW-OFF EASEMENT - - - - u BOC BACK OF CURB Q 2 THE AGGREGATES SHALL BE GRADED TO PROVIDE A PLASTIC, WORKABLE M/XTURE OF BSL BUILD/NG SETBACK LINE MAX/MUM DENS/TY WITH A MAX/MUM SIZE AGGREGATE OF 3/4 INCHES. THE WATER SHALL BW BACK OF WALK CENTERLINE -- -- - BE POTABLE AND NO ADMIXTURES SHALL BE USED WITHOUT APPROVAL OF THE ENG/NEER, BOW BOTTOM OF WALL can THE CEMENT, WATER AND AGGREGATES SHALL BE COMBINED AT THE BATCH PLANT AND C CONCRETE BU/LD/NG ELEVATION. BE THOROUGHLY MIXED. NO WATER SHALL BE ADDED TO THE MIXTURE AFTER LEA TANG THE CB CATCH BASIN DA TUM: BATCH PLANT WITHOUT APPROVAL OF THE ENG/NEER, ALL CONCRETE SHALL BE PLACED CO CLEANOUT OVERHEAD CANOPY -------------- -------------- SAN/TARP SEWER SPECIFICATIONS: BATCH 90 MINUTES AFTER THE INTRODUCTION OF WATER TO THE CEMENT. THE I J. WHERE PLANS OR SPECIFICATIONS DESCRIBE PORT/ONS OF THE WORK /N GENERAL TERMS, TEMPERATURE OF THE CONCRETE SHALL NO BE LESS THAN 50` F, AND NOT MORE THAN or CL CENTERLINE IT /S UNDERSTOOD THAT ONLY FIRST QUAL/TY WORKMANSHIP AND MATER/ALS ARE TO BE 1, PIPE SHALL BE P.V.0 . - ASTM D-3034, SDR 26 WITH RUBBER SEALING RINGS MEETING 90• F CONC OR CC CONCRETE CURB, GUTTER & o USED. ASTM D-3212 'JO/NTS FOR DRAINS AND SEWER PIPES US/NG FLEX/BLE ELASTOMER/C CC/TC CONCRETE & TOP OF CURB FL USH SIDEWALK --0--- L-1 SEALS" OR AN APPROVED EQUAL. J. THE CONCRETE SHALL BE CONSOLIDATED BY WBRAT/NG. CONCRETE WHICH HAS ROCK C/P CONCRETE AT PAVEMENT 4. THE CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB POCKETS OR HONEYCOMB/NG AFTER CUR/NG SHALL BE REMOVED AND REPLACED. CR or CRN CROWN OF ROAD St TE CONDITIONS DURING CONSTRUCT/ON, INCLUDING JOB SITE SAFETY OF ALL PERSONS 2. AFTER PIPE HAS BEEN PROPERLY INSTALLED, THE CONTRACTOR /S TO BACKFILL PER CITY CY CUBIC YARD AND PROPERTY- THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND OF LATHROP DES/GN AND CONSTRUCT/ON STANDARDS SECT/ON 5-6. 4. ALL CONCRETE SHALL BE CURED /N ACCORDANCE WITH SECTION 90-7.018 OF THE STATE D STORM DRAIN FORCE MAIN Q NOT BE L/44/TED TO WORK/NG HOURS THE CONTRACTOR FURTHER AGREES TO DEFEND, OF CALIFORNIA STANDARDS DIP DUCTILE IRON PIPE u' INDEMNIFY AND HOLD HAWK/NS & ASSOCIATES ENG/NEER/NG INC HARMLESS FROM ANY 3. THE CONTRACTOR SHALL COMPLY W/TH THE REQUIREMENTS OF CHAPTER 9, SECT/ON 6705, DW DOMESTIC WATER AREA OF PAVEMENT AND ALL L/AB/L/TY, REAL OR ALLEGED, IN CONNECT/ON W/TH WORK PERFORMED ON THIS 6706, AND 6707 OF THE STATE LABOR CODE, 5. CONCRETE PA WNG SECTIONS. EC EDGE OF CONCRETE PROJECT,• EXCEPT/NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF HAWK/NS & EC END OF CURIAE N A SSOC/A TES ENG/NEER/NG INC, 4. PR/OR TO BACKFILLING OF THE TRENCH, THE CONTRACTOR W LL NOT/FY THE ENG/NEER A. CONCRETE PA TANG SHALL BE BE /N ACCORDANCE WITH THE GEOTECHNICAL REPORT ELEV ELEVA TION CONSULTANT: _xX THAT THE LANE /S READY FOR INSPECT/ON, IF TRENCH /S BACKFILLED BEFORE INSPECT/ON AND THE SECTIONS ON SHEET C5. EP EDGE OF PAVEMENT 0 5. CONSTRUCT/ON STAKING FOR GRAD/NG, CURB, GUTTER, SIDEWALK, SANITARY SEWER, IS MADE, THE CONTRACTOR WILL UNCOVER THE LINE AT INTERVALS AS DESIGNATED BY ER END OF RETURN STORM DRAIN, WATER, AND ELECTROL/ERS SHALL BE DONE BY HAWK/NS & ASSOCIATES THE ENG/NEER FOR HIS INSPECT/ON. COST FOR THIS UNCOVER/NG WLL BE BORNE BY THE B. SIDEWALK AREAS SHALL BE /N ACCORDANCE WITH THE GEOTECHNICAL REPORT ESMT EASEMENT AREA OF CONCRETE W o ENG/NEER/NG INC. THE CONTRACTOR SHALL NOT/FY THE ENG/NEER FORTY-EIGHT (48) CONTRACTOR. AND THE SECTIONS ON SHEET C5. EX EX/ST/NG z HOURS /N ADVANCE OF THE NEED FOR STAKING. ANY STAKING REQUESTED BY THE FG FINISHED GRADE - CONTRACTOR OR THEIR SUBCONTRACTORS THAT IS ABOVE AND BEYOND STANDARD 5. ALL PRE-EXISTING SEWER LATERALS AND STORM DRAIN LINES SHOULD BE VIDEO & CONCRETE PAVEMENT SHALL BE REINFORCED WITH FIBER MESH STEALTH E3 FF FINISH FLOOR U M STAKING NEEDS, WILL BE SUBJECT TO AN EXTRA WORK BACK CHARGE TO THE INSPECTED TO ENSURE THAT THE LINES ARE CLEAR OF ANY DEBRIS AND THAT THEY ARE POLYPROPLYLENE FIBER, OR AN APPROVED EQUAL. THE APPLICATION RATE SHALL BE A FG FIN/SHED GRADE CONTRACTOR. NOT DAMAGED. MIN/MUM OF 1.0 POUND PER CUBIC YARD AND SHALL BE MIXED AS PER FH FIRE HYDRANT STORM DRAIN LINE - 12"SD - 12"SD a un MANUFACTURERS RECOMMENDATIONS. FL or FL FL0WL/NE W U u, 6. CAUTION: CALL BEFORE YOU DIG. CALL UNDERGROUND SERVICE ALERT (USA) PRIOR TO 6. ALL CONSTRUCT/ON MATER/AL AND METHODS SHALL COMPLY WITH THE LATHROP DES/GN FS FINISH SURFACE OR FIRE SPRINKLER (P/PE) SANITARY SEWER LINE - 6"SS - 6"SS W = TRENCH/NG, GRAD/NG, EXCAVATION, DR/LL/NG, BOR/NG, SETT/NG POSTS, PLANT/NG TREES, AND CONSTRUCT/ON STANDARDS SECT/ON 5 7. CRACK CONTROL JOINTS SHALL BE PLACED AT 12 FOOT MAX/MUM INTERVALS AND SHALL GB GRADE BREAK ~ ETC. USA WILL PROVIDE INFORMATION OR LOCATE AND MARK ANY UNDERGROUND UTILITIES. PENETRATE THE CONCRETE SLAB A MIN/MUM OF 1/4 OF THE SLAB THICKNESS SEE SHEET GV GATE VALVE SANITARY SEWER FORCE MAIN LINE - CALL USA, TOLL FREE AT 1 (800) 227-2600. 7. SANITARY SEWER PIPE AND LATERALS SHALL BE POLYVINYL CHLOR/DE (PVC) SDR 26 OR C7 HOR/Z HORIZONTAL W o 0 AS SPECIFIED /N PLANS HP HIGH POINT F/RE WATER LINE - 4"W - 4"FW Q `A CIA " 7. CONTRACTOR SHALL LOCATE AND PRESERVE ALL FACILITIES INCLUDING GAS, WATER, lW INDUSTRIAL WASTE O z k IRR/GAT/ON, SEWER, POWER, STREET LIGHTS, TELEPHONE, AND OTHERS WH/CH MAY BE /N 8. WHEN SANITARY SEWER SERVICE CROSS/NG UNDER WATER LINE WIN LESS THAN 12" INV INVERT w p THE AREA OF CONSTRUCTION RESPECT/VE UTILITY COMPANIES SHALL BE NOTIFIED PR/OR CLEAR SEPARATION, THE SANITARY SEWER SERVICE SHALL BE A CONTINUOUS SECT/ON OF /RR /RR/GAT/ON POTABLE WATER LINE - 21W TO COMMENCEMENT OF WORK DUCT/LE IRON PIPE WITH HOT DIP BITUMINOUS COAT/NG OR A CONTINUOUS SECT/ON OF LF LINEAL FEET CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE, CENTERED ON THE PIPE BE/NG LIP LIP 4y�1 8. ALL MANHOLE, LAMPHOLE, AND WATER VALVE CASTINGS AND COVERS SHALL BE CROSSED. CONCRETE CRADLE SHALL BE PROVIDED PER DETAIL G-3 WHEN CROSS/NGS /S LP LOW POINT NON-POTABLE WATER LINE ADJUSTED TO FINISH GRADE BY THE PAVNG CONTRACTOR AFTER STREET IMPROVEMENTS LESS THAN 12" SEPARATION. MH MANHOLE ARE COMPLETE. MIN MIN/MUM RECLAIMED WATER LINE 9. SANITARY SEWER MANHOLE SHALL BE CONSTRUCTED PER THE CITY LATHROP DES/GN AND NTS NOT TO SCALE 9. A BUILDING OR GRAD/NG PERMIT SHALL BE OBTAINED FROM THE CITY OF LATHROP CONSTRUCT/ON STANDARD DETAILS S-4. P, IL', or PL PROPERTY LINE CLEANOUT (SS OR SD) - -0 BEFORE BEG/NN/NG WORK. PCC PORTLAND CEMENT CONCRETE 10. MANHOLE FRAMES AND COVERS SHALL BE BROUGHT TO FIN/SHED GRADE AFTER PAVING PNL POB POINT OF BEG/NN/NG STORM DRAIN MANHOLE 10. LINES AND GRADES. ALL DISTANCES AND MEASUREMENTS ARE GIVEN AND WILL BE MADE IN A HORIZONTAL PLANE. GRADES ARE GIVEN FROM THE TOP OF STAKES OR NAILS, 11. PIPE EMBEDMENT MATER/AL SHALL BE FREE OF VEGETABLE MATTER, RECYCLED MATER/AL PRC PO/NT OF REVERSE CURVE SANITARY SEWER MANHOLE \' $ UNLESS OTHERWISE NOTED. (INCLUDING RECYCLED AGGREGATE BASE), AND OTHER DELETERIOUS SUBSTANCES PUE PUBLIC UTILITY EASEMENT =- PVC POL YV/NYL CHLOR/DE PIPE 11. THE CON TRA C TOR SHALL BE RESPONSIBLE FOR THE PRESER VA TION OF ALL STAKES AND WATER SYSTEM SPECIFICATIONS. PW POINT OF VERTICAL /N TERCEP T STORM DRAIN INLET CONTROL PO/NTS PROVIDED FOR PROJECT CONSTRUCT/ON. EXPENSES INCURRED FOR THE ` P or PVMT PAVEMENT REPLACEMENT OF SUCH STAKES OR CONTROL POINTS SHALL BE BORN BY THE 1. ALL CONSTRUCTION MATER/ALS AND METHODS SHALL COMPLY WITH THE STANDARD R RADIUS WATER VALVE CONTRACTOR. RCP REINFORCED CONCRETE PIPE PROCEDURES, SPECIFICATIONS, AND DRAWNGS OF THE CITY OF LATHROP DES/GN AND RD RELATIVE DENS/TY � 00 12. THE CONTRACTOR SHALL PROVIDE, AT HIS EXPENSE, APPROPRIATE DUST CONTROL AS CONSTRUCTION STANDARDS RET RETURN WATER METER BOX fl 3 REQUIRED FOR THE PREVENT/ON AND/OR ALLEV/AT/ON OF DUST NUISANCE DURING THE 2, ALL PVC WATER PIPE 4" THROUGH 12" SHALL CONFORM TO THE REQUIREMENTS AS RW or ROW RIGHT OF WAY FIRE HYDRANT C COURSE OF PROJECT CONSTRUCT/ON. SPECIFIED /N AWWA C900,- PIPE SHALL BE DR 14 CLASS 305. PIPES 14" AND LARGER SW SANITARY OR STALE SS SANITARY SEWER 13. THE CONTRACTOR SHALL COMPLY W/TH ALL LOCAL, STATE, AND FEDERAL SAFETY SHALL COMPLY WIN TO AWWA C905, PAPE SHALL BE DR 21 CLASS 200, SD STORM DRAIN FDC 0-0 REGULATIONS PERTAINING TO HIS OPERATIONS. HE SHALL PROVIDE ALL LIGHTS, SIGNS, SDCB STORM DRAIN CATCH BASIN by HILTON'S BARRICADES, FLAG MEN OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY. THE 3. ALL PIPES SHALL HAVE A MIN/MUM COVER OF 4 FEET FROM FIN/SHED GRADE. 1" & 2" SDFM STORM DRAIN FORCE MAIN GAS LINE CONTRACTORS ATTENTION /S CALLED TO THE REQUIREMENTS OF TITLE 8, CALIFORNIA SERVICE LINES SHALL BE BLUE' POLYETHYLENE PER DSRSD STANDARD AND SHALL BE SF or SO FT SQUARE FEET ADMINISTRATIVE CODE, SUBCHAPTER 4, ART/CLE 6, EXCA VA TIONS, TRENCHES, INSTALLED TO PROWDE MINIMUM 1 FEET CLEARANCE WITH OTHER UTILITIES, BACK FILL SHT SHEET UNDERGROUND ELECTRICAL LINE _E-E E EARTHWORK" SHALL BE SAND. SNS STREET NAME SIGN SP STANDPIPE OVERHEAD UTILITY LINE off 14. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 9, SECTION 6705, 4. DEAD END BLOW-OFF SHALL BE INSTALLED PER DSRSD DETAIL W-9 FOR 6" AND 8" STA STA TION Q_ 6706 AND 6707 OF THE STATE LABOR CODE, THE CONTRACTOR SHALL SUBM/T, FOR MAINS AND DSRSD DETAIL W-10 FOR 10" AND 12" MAINS. STD STANDARD UTILITY POLE W/ GUY WARE ------------ Z TBM TEMPORARY BENCH MARK APPROVAL, A DETAILED PLAN SHOWING DES/GN OF ALL SHORING, BRACING, SLOPE CUTS TBD TOP BACK OF DIKE AND OTHER PROWS/ONS FOR WORKER PROTECTION /N AREAS OF EXCA VA T/ON EXCEEDING UTILITY POLE �� � 5. BACKFLOW PREVENTERS ARE TO BE INSTALLED ON ALL FIVE FEET /N DEPTH. IF SUCH PLAN VAR/ES FROM SHORING SYSTEM STANDARDS, THE POTABLE /RR/GAT/ON SERVICES TFD TOP FACE OF DIKE TC TOP OF CURB Q ___; PLANS SHALL BE PREPARED BY A REG/STERID CIVIL OR STRUCTURAL ENG/NEER. PER DSRSD STANDARD DETAIL W-21. TEMP TEMPORARY EL ECTROLIER U 6. IRR/GAT/ON SLEEVES SHALL BE INSTALLED 1.0' BELOW THE SUBGRADE. THRU THROUGH y 15. WARN/NG. UNAUTHORIZED USES OR CHANGES HAWK/NS & ASSOCIATES ENG/NEER/NG, INC. TFD TOP FACE OF DIKE LIGHT ORj}E WALL NOT BE RESPONSIBLE, OR LIABLE FOR UNAUTHORIZED USES OR CHANGES TO THESE TOE TOE PLANS AND SPECIFICATIONS. ONLY A SIGNED AND APPROVED HARD COPY OF THESE 7. ALL METER BOX LIDS TO HAVE 2 /NCH PROBE HOLES. TOP TOP PLANS SHALL BE USED FOR CONSTRUCT/ON. ANY CHANGES TO THESE PLANS MUST BE /N TOW TOP OF WALL f - - - 1 WR/TING AND APPROVED BY HA WINS & ASSOC/A TES ENGINEERING, INC. 8. ALL BOLTS USED ON WATER AND RECYCLED WATER MAINS SHALL BE STAINLESS STEEL TPE TREE PLANT/NG EASEMENT ELECTRICAL TRANSFORMERTFMR , TFMR (304 OR 316 WITH ANTI SEIZE OR APPROVED EQUAL). TYP TYPICAL : 16. THESE IMPROVEMENT PLANS HAVE BEEN PREPARED W/TH THE INTENT THAT THE FIRM OF UNO UNLESS NOTED OTHERWISE L - - - J HAWKINS & ASSOCIATES ENGINEER/NG, INC. WILL BE PERFORMING THE CONSTRUCT/ON 9. 1" OR 2" POTABLE WATER SERVICE LINES TO BE BLUE HDPE. 1" OR 2' RECYCLED WATER UP UTILITY POLE STAKING FOR THE COMPLETE PROJECT, IF, HOWEVER, ANOTHER ENGINEER/NG AND/OR SERVICE LINES TO BE PURPLE HDPE. BACKFILL MATERIAL FOR HDPE SERVICE LINES SHALL UPRR UNION PACIFIC RAILROAD SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF BE SAND. BOLLARD • VC VERT/CAL CURVE CONSTRUCTION STAKING, NOTICE /S HEREBY GIVEN THAT THE FIRM OF HAWKINS & VCP WTR/F/ED CL Y PIPE ° ASSOCIATES ENGINEERING, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR 10. PIPE EMBEDMENT MATERIAL SHALL BE FREE OF VEGETABLE MATTER, RECYCLED MATERIAL VERT VERTICAL BARBED WIRE FENCE x x x X X X O OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, (INCLUDING RECYCLED AGGREGATE BASE), AND OTHER DELETERIOUS SUBSTANCES W WATER OR WEST cf) CORRECTED, OR MITIGATED /F HAWKINS & ASSOCIATES ENGINEERING, INC HAD PERFORMED WDF WOODEN FENCE WOOD FENCE o 0 0 0 THE STAKING WORK. 11. CONTRACTOR SHALL VERIFY ELEVATION OF EXISTING WATERLINES BEFORE BEGINNING WF WROUGHT IRON FENCE CONSTRUCTION WA4 WATER MAIN MASONRY WALL GRAD/NG NOTES.` 12. WATER SERVICES TO BE INSTALLED AS SHOWN ON PLAN, OR AT LOCATIONS AS SAWCUT ZZZZZZZZ/////////// O Q DETERMINED BY THE DEVELOPER, IF ADDITIONAL SERVICES ARE REQUIRED. ALL SERVICES 1. ALL CONSTRUCTION SHOWN /N THESE PLANS SHALL CONFORM TO THE 2014 STATE OF TO BE STUBBED WITHIN 5' OF EX/STING AND/OR PROPOSED STRUCTURES AND PLUGGED ffT� CALIFORNIA BUILDING CODE. UNTIL FUTURE CONNECTION /S MADE. GR/ND AND OVERLAY /, 0 2. AFTER CLEAR/NG THE SITE AND DISKING, THE EXPOSED SOIL SURFACE SHOULD BE 13. ALL WATERLINES TO BE INSTALLED W/TH 4' MIN/MUM COVER FROM FINISH GRADE (UNLESS GRADE BREAK -------------- O SCARIFIED A MINIMUM DEPTH OF 24", MOISTURE CONDITIONED AT LEAST 29 OVER OTHERWISE NOTED). o OPTIMUM AND RE-COMPACTED TO 90% IN THE BUILDING AREAS, AND 95X IN AREAS TO BE COVERED W/TH ASPHALT PAVING. THESE PERCENTAGES REFER TO THE MAXIMUM DRY 14. INSPECT/ON OF PIPELINES AND THRUST BLOCK INSTALLATIONS BY THE CITY OF LATHROP C777 DENS/TY AS OBTAINED BY ASTM D-1557-78 TEST PROCEDURE. SEE GEOTECHNICAL /S REQUIRED PR/OR TO THE BACKFILL/NG OF THE PIPELINE TRENCH. TREE o REPORT FOR ADDITIONAL RECOMMENDA TIONS 15. THE FIRE SUPPRESSION SYSTEM SHALL BE PRESSURE TESTED TO 200 P.S.I. FOR TWO (2) \� F J. GENERAL CONTRACTOR SHALL COORDINATE WORK OF GRAD/NG CONTRACTOR AND HOURS /N THE PRESENCE OF A REPRESENTATIVE OF THE FIRE PREVENTION BUREAU. Q) LANDSCAPE CONTRACTOR W/TH RESPECT TO FINISH GRADING /N PLANT/NG AREAS GRADING Q CONTRACTOR SHALL STOCKPILE APPROPRIATE YARDAGE FROM SITE PREPARATION FOR THIS a USE. EXACT AMOUNT SHALL BE DETERMINED BY LANDSCAPE CONTRACTOR. THE DART ` STOCKPILED SHALL BE FREE FROM GRASS, WEEDS, AND OTHER DEBRIS STORM DRAIN SPECIFICATIONS. THE LANDSCAPE0 O CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL PLACEMENT AND GRADING AN 1, H.D.P.E. PIPE AS SHOWN ON THE PLANS SHALL BE HIGH DENS/TY POLYETHYLENE AND o MOUNDED AREAS SHALL CONFORM TO SECTION 64 OF CAL TRANS STANDARD SPECIFICATIONS FOR TYPE S c J 4. COMPACT/ON TESTS. PAVING CONTRACTOR TO PROVIDE COMPACTION TESTS /N PAVED CORRUGATED PIPE AS SPECIFIED /N AASHTO DES/GNAT/ON. M294, JOINTS SHALL BE Z_ 3: AREAS AS REQUIRED BY THE DEVELOPER, AT THE CONTRACTORS EXPENSE. WATERTIGHT AS DESCRIBED /N SECTION 61 OF THE CAL TRANS STANDARD SPECIFICATIONS 77 Q Q2.CONTRACTOR TO PROVIDE COMPACTED PAD FOR THE BUILDING GRADED AT ELEVATIONS 2• AFTER PIPE HAS BEEN PROPERLY INSTALLED, TRE2NCH BACKFILLING /S TO BE COMPLETED o 0 SHOWN ON THIS GRAD/NG PLAN. IN CONFORMANCE WITH CITY LATHROP DES/GN STANDARDS AND SPECIFICATIONS u Z J. THE CONTRACTOR SHALL COMPLY W/TH THE REQUIREMENTS OF CHAPTER 9, SECTION 6705, O 0 AND 6707 OF THE STATE LABOR CODE. � 6. THE INTENT OF THESE NUMBERS ARE TO A/D THE CONTRACTOR /N DETERMINING THE 6706, U QUANTITIES OF DIRT TO BE MOVED. THE CUT AND FILL QUANTITIES SHOWN HEREON INDICATE THEORETICAL YARDAGE FIGURE AND ARE GIVEN ONLY AS A CONVENIENCE TO 4. PRIOR TO BACKFILLING OF THE TRENCH, THE CONTRACTOR WILL NOTIFY THE ENG/NEER O THE CONTRACTOR. THESE EARTHWORK QUANTITIES ARE BASED ON THE FULL SITE THAT THE LINE IS READY FOR INSPECT/ON. IF TRENCH /S BACKFILLED BEFORE INSPECTION o IS MADE, THE CONTRACTOR WILL UNCOVER THE LINE AT INTERVALS AS DESIGNATED BY (n 2 DEVELOPMENT UTILIZING THE ASPHALT PAVEMENT SECTION OPTIONS AND INCLUDE TRENCH Q DRAIN AND ROCKWELL SPOILS THE ENG/NEER FOR HIS INSPECT/ON COST FOR THIS UNCOVER/NG WILL BE BORNE BY THE Z Q CONTRACTOR. O J U TOTAL CUT REQUIRED. 283 CYj 5. ALL PRE-EXISTING SEWER LATERALS AND STORM DRAIN LINES SHOULD BE VIDEO TOTAL FILL REQUIRED. 529 CYj INSPECTED TO ENSURE THAT THE LINES ARE CLEAR OF ANY DEBRIS AND THAT THEY ARE (209 COMPACT/ON INCLUDED) NOT DAMAGED. REVISIONS: IMPORT REQUIRED.- 246 CYj o PLANNING 10/05/2018 02 HILTON 10/18/2018 0 77 a) 0 a� Q u RED PROJECT # 18050 0 HILTON # 18-428ND PLANNING # SPR-18-102 o PERMIT # - APN # 196-270-23 o DATE: 01.07.19 Q DRAWN: - CHECKED: - T Q 0 0 SHEET TITLE: 0 GENERAL NOTES & SPECIFICATIONS SHEET 0 0 a� Q SHEET NO.: 7D 0