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<br /> P .AJANS
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<br /> GENERA L NO TES"
<br /> INOEX. UF SHEE TS
<br /> "ONIROLS AND CONSTRUCTION STAKES AS NECESSARY
<br /> -.ILI ALL. SUR�E'r
<br /> 1. ALL WORK SHALL CONFORM TO S.J, CO. OR CAL IKAN,)
<br /> SPECIFICATIONS, AND STANDARD PLANS UNLESS SPECIFICALLY SHOWN OTHERWISE ON rHESE PLANS, -OR COMPLETION OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF OF ALL SURVEY
<br /> AND CONSTRUCTION STAKES. SURVEY AND CONSTRUCTION STAKES THAT ARE LOST OR DESTROYED DUE TO
<br /> CONTRACTOR'S NEGLIGENCE WILL BE SET BY THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5HEE T No. 77TLE OF DRAKlNG
<br /> 2. ALL CONSTRUCTION STAKING SHALL BE DONE BY DILLON & MURPHY STAKING BY OTFIERS SHALL BE AT THEIR d. t�,AFFIC FLOW AND ACCESS ENTRYWAY SHALL NOT BE OBSTRUCTED AT ANY TIME.
<br /> OWN RISK AND DILLON & MURPHY IS NOT RESPONSIBLE FOR FIELD CHANGES, PERMIT(S) FOR DISCHARGE cl KEYSHEET
<br /> 2,L. Ur-,YELOPER/OWNER IS RESPONSIBLE FOR OBTAINING REQUIRED STATE OF CALIFORNIA
<br /> OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY PURSUANT TO NATIONAL POLLUTANT DISCHARGE
<br /> ELIMINATION SYSTEM (NPDES) GENERAL PERMIT NO. CAS000002 CONTACT REGIONAL WATER QUALITY CONTROL BOARD, J2 TOPOGRAPHIC SHEET
<br /> 3. LOT ROUGH GRADING SHALL BE DONE BEFORE UNDERGROUND WORK. CENTRAL. VALLEY REGION AT (916) 255-3000. �;13 GRADING AND DRAINAGE PLAN
<br /> U17LITY AND DIMENSION PLAN
<br /> 4, BEDDING FOR ALL PIPE LINES SHALL CONFORM TO S.J.J. CO, STANDARD PLAN R-29. 23. THE DEVELOPER IS RESPONSIBLE FOR COMPACTION TESTING OF PAVEMENT SUBGRADE DURING PAVING. 1.0
<br /> 5. CON TRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB �0`5 EROSION CON7ROL PLAN
<br /> SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY 6 EROSION CONTROL DETAILS AND NOTES
<br /> FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND �4Ab- TESTING FOR LEAKAGE OR OVERDEFLECTION SHALL BE WITNESSED BY A COUNTY INSPECTOR. YEAR AFTER V7
<br /> NOT BE LIMITED TO NORMAL WORKING HOURS; AND 'THAT THE CONTRACTOR SHALL DEFEND, OFFS/TE IMPROVEMENT PLAN
<br /> INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 16. ThE DEVELOPER IS RESPONSIBLE FOR REPLACEMENT OF MISSING AND DAMAGED FILTER SCREENS FOR ONE
<br /> REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, PROJECT IS ACCEPTED. A ROUTINE MAINTENANCE SCHEDULE IS TO BE MAINTAINED. FILTER SCREENS SHALL BE
<br /> EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SECURED TO THE CATCH BASINS DURING THIS PERIOD,
<br /> 6 !HE EXISTING UNDERGROUND UTILITIES SHOWN WERE PLOTTED FROM EXISTING AVAILABLE RECORDS 16. NASTEWATER GENERATED BY CONCRETE WORK TO BE CAPTURED AND VACUUMED PRIOR TO ENTERING STORM
<br /> OBTAINED FROM THE UTILITY COMPANIES, NEITHER THE OWNER NOR THE ENGINEER SHALL BE SYSTEM.
<br /> RESPONSIBLE FOR THE ACCURACY OF SUCH RECORDS AND DO NOT GUARANTEE THAT ALL
<br /> UNDERGROUND FACILITIES ARE LOCATED PRECISELY AS SHOWN, PRIOR TO BEGINNING -1 1. THE CONTRACTOR SHALL PERFORM AT HIS EXPENSE ALL TESTS SPECIFIED OR REQUIRED BY THE S.J. CO. QUALITY
<br /> CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN FROM ALL ASSURANCE PROGRAM TO ASSURE THAT CONSTRUCTION PROJECTS ARE IN CONFORMANCE WITH THE S,J. COUNTY
<br /> UTILITY COMPANIES THE FIELD LOCATION OF THEIR UNDERGROUND FACILITIES. ALL KNOWN CONSTRUCTION SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH ALL FACILITIES, LABOR AND MATERIALS REASONABLY
<br /> OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED 'REQUIRED FOR PERFORMING SAFE AND CONVENIENT TESTS AS ARE REQUIRED BY THE QUALITY ASSURANCE PROGRAM
<br /> WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. AND CONSTRUCTION SPECIFICATIONS. RESULTS OF THE TESTING PROCEDURES WILL BE PRESENTED TO S.J. CO.
<br /> EXCAVATION SAFETY REQUIREMENTS INCLUDE SUBMITTING A CAL OSHA PERMIT OR LETTER OF' 'UBLIC WORKS INSPECTOR IN A TIMELY FASHION SO AS NOT TO DELAY THE CONTINUATION OF WORK. ANY SUCH DELAY
<br /> NOTIFICATION TO THE CITY BEFORE EXCAVATION OF OVER FIVE FEET DEEP. REFER TO CITY FHALL SOLELY BE THE RESPONSIBILITY OF THE CONTRACTOR, AT COMPLETION OF CONSTRUCTION, A FINAL REPORT
<br /> CONSTRUCTION SPECIFICATIONS SEC. 6.19,04 "EXCAVATION SAFETY" FOR ADDITIONAL REQUIREMENTS, ;ONTAINING ALL TEST RESULTS PROVIDED IN AN ORDERLY MANNER SHALL BE PROVIDED PRIOR TO FINAL ACCEPTANCE OF
<br /> 'HE PROJECT. A COPY OF THE QUALITY ASSURANCE PROGRAM IS ON FILE IN THE S.J. CO. PUBLIC WORKS DEPARTMENT.
<br /> 6, 1HE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING
<br /> THAT' ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE ld. JA LING AND CLEANING OF STORM DRAIN AND SANITARY SEWERS SHALL BE DONE BEFORE INTERIOR VIDEO INSPECTION.
<br /> CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE, CALL U.S.A. (800) 227--2600 UTILITIES SHALL BE KEPT CLEAN UNTIL- COUNTY ACCEPTANCE,
<br /> 9, PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE
<br /> EACH UTILITY COMPANY LOCATE IN THE FIELD THEIR MAIN AND SERVICE LINES. THE CONTRACTOR
<br /> SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S,A.) 48 HOURS IN ADVANCE i9. AL_ TESTING FOR LEAKAGE OR OVERDEFLECTION SHALL BE WITNESSED BY A COUNTY INSPECTOR. BALLING AND CLEANING OF
<br /> OF ANY EXCAVATION WORK BY CALLING 800-227-2600. THE EXISTING UTILITIES SHALL BE PROTECTED, STORM DRAIN AND SANITARY SEWER SHALL BE DONE BEFORE INTERIOR VIDEO INSPECTION. UTILITIES SHALL BE KEPT CLEAN
<br /> UTILITY AGENCIES SHALL BE NOTIFIED AND ALLOWED TO MARK THEIR UTILITIES IN THE FIELD AT LEAST UNTIL COUNTY ACCEPTANCE.
<br /> 48 HOURS BEFORE EXCAVATION. Do LOGS OF EXISTING MAINS WILL BE PREPARED BY THE S.J. CO. UPON REQUEST OF THE CONTRACTOR PRIOR TO m
<br /> I
<br /> 11, APPROPRIATE DUST CONTROL IS TO BE PROVIDED FOR THE ALLEVIATION OR PREVENTION OF A CONSTRUCTION. REPLACEMENT OF ANY UNDERGROUND MAINS DAMAGED DURING CONSTRUCTION OF THIS PROJECT WILL BE z l<
<br /> I�
<br /> 0
<br /> DUST NUISANCE AT THE CONTRACTOR'S EXPENSE. SEE SHEET 004DO13-04. THE RESPONSIBILITY OF THE CONTRACTOR.
<br /> 12. CONTRACTOR SHALL GIVE THE CIVIL ENGINEER A MINIMUM OF 48 HOURS NOTIFICATION PRIOR A RE CONSTRUCTION MEETING SHALL BE SCHEDULED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR
<br /> TO ANY AND ALL STAKING. SHALL NOTIFY THE ENGINEER, COUNTY INSPECTOR AND ALL UTILITY AGENCIES AT LEAST ONE WEEK PRIOR TO THE DATE OF THE co N
<br /> 13. PIPE MATERIAL SHALL BE AS FOLLOWS (UNLESS APPROVED BY &J, CO. PUBLIC WORKS): MEETING. THE CONTRACTOR'S JOB SUPERI N"TEN DENT AND ALL MAJOR SUB-CONTRACTORS SHALL ATTEND.
<br /> JOINTS AND FITTINGS SHALL BE SELECTED AND INSTALLED 'TO MINIMIZE INFILTRATION AND TO PREVENT
<br /> THE ENTRANCE OF ROOTS THROUGHOUT THE LIFE OF TE-IE SYSTEM (WATER, SEWER, OR STORM), .32_ 3EDDING FOR ALL PIPE LINES SHALL CONFORM TO S.J. CO, STANDARD PLAN R-29 UNLESS OTHERWISE SHOWN.
<br /> A. STORM DRAIN: ADS OR EQUAL REFER TO TRENCH DETAILS.
<br /> B. SANITARY SEWER: SDR35 CONFORMING 'TO ASTM D3034 SDR 35. NATER SERVICES SHALL BE A MINIMUM OF 'THREE FEET APART ON MAINS AND SHALL BE AT LEAST THREE FEET FROM VALVES
<br /> .OIN_FS AND FITTINGS SHALL BE SELECTED AND INSTALLED TO MINIMIZE INFILTRATION AND BLOW--OFFS.
<br /> AND TO PREVENT THE ENTRANCE OF ROOTS THROUGHOUT THE LIFE OF THE SYSTEM.
<br /> jOINTS FOR PVC PIPE SHALL BE FLEXIBLE ELASTOMERIC TYPE CONFORMING TO ASTM _54. :_SCALON--BELLOTA RD, AND HIGHWAY 4 ARE NOT TO BE CLOSED. TRAFFIC CONTROL SHALL BE PER CALTRANS TRAFFIC CONTROL
<br /> D3212, SOLVENT WELDED JOINTS FOR PVC PIPE ARE NOT PERMITTED, MANUAL 1995. NO OPEN TRENCHES EXCEPT AT THE TIME OF WORK. USE STEEL PLATES OR BACKFILL WITH A.C. CAP.
<br /> C. WAFER: C900 CL150 PVC CONFORMING TO AWWA 0900 N DR 18 (CLASS 150 MINIMUM) NTENTIONALLY LEFT BLANK. '*uW TY MAP
<br /> JOINTS IN WATER MAINS SHA I- MATCH THE TYPE OF PIPE BEI G USED, EXCEPT S.
<br /> SOLVENT WELDED PVC IS NOf ALLOWED. NOT TO SCALE '
<br /> 14. TRAFFIC CONTROL SHALL CONFORM TO THE CALTRANS TRAFFIC CONTROL MANUAL, CURRENT ISSUE.
<br /> 15. STREETS ADJACENT TO THE PROJECT SITE SHOULD BE SWEPT AS NEEDED TO REMOVE SILT WHICH
<br /> MAY HAVE ACCUMULATED FROM CONSTRUCTION ACTIVITIES. _5b. 'hL CUNIRACTOR IS TO VERIFY THE DEPTH AND/OR LOCATION IN THE FIELD OF ALL EXISTING UTILITIES ULLORL, THE START
<br /> 16. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR FINISH WORK DUE TO DISRUPTION OF PAVEMENT AT CONSTRUCTION.
<br /> I'HE COMPLETION OF SOILS ENGINEERS COMPACTION TESTING FOR NEW PAVING/STREETS. ADDITIONAL R-VALUE 'TESTS SHALL BE TAKEN AFTER CONSTRUCTION OF UNDERGROUND, AS REQUIRED BY THE PUBLIC WORKS
<br /> 17, UTILITY PIPE HORIZONTAL AND VERTICAL CLEARANCES SHALL COMPLY WITH STATE HEALTH STANDARDS. INSPECTOR DUE TO INCONSISTANCY IN THE SOILS TYPES, TO VERIFY ADEQUACY OF STRUCTURAL SECTIONS SHOWN ON THE PLANS.
<br /> DUCTILE IRON PIPE SHALL BE USED IN AREAS WITH INSUFFICIENT COVER. 6. .HE CONTRACTOR MAY, AT HIS OWN EXPENSE, CONDUCT TELEVIDEO INSPECTION OF THE STORM DRAIN AND SANITARY SEWER LINES.
<br /> ]HE CONTRACTOR SHALL PROVIDE THE PUBLIC WORKS DEPARTMENT WITH A COPY OF THE VIDEO AND REPORT, IN A FORMAT ACCEPTABLE
<br /> 16, AC MIX DESIGN. THE CONTRACTOR SHALL SUBMIT A MIX DESIGN FOR APPROVAL 15 DAYS PRIOR 'TO PAVING, TO THE PUBLIC WORKS DEPARTMENT, FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.
<br /> THE CONTRACTOR SHALL ALSO FURNISH WITH THE ASPHALT CONCRETE MIX DESIGN, A LIST OF His SOURCES
<br /> OF MATERIALS TOGETHER WITH A CERTIFICATE OF COMPLIANCE INDICATING THAT MATERIALS TO BE INCORPORATED .59, ,.,NDERGROUND UTILITIES IN THE STREET AND SIDEWALK AREA SHALL BE INSTALLED BEFORE CONSTRUCTION OF CURB, GUTTER OR
<br /> IN THE WORK FULFILL THE REQUIREMENTS OF THESE SPECIFICATIONS, THE CERTIFICATE OF COMPLIANCE SHALL SIDEWALK. THESE UTILITIES INCLUDE SERVICES, FIRE HYDRANT LATERALS, STREET LIGHT CONDUIT, ELECTRICAL, GAS, CABLE TV, AND
<br /> BE SIGNED BY THE MATERIAL SUPPLIER OR HIS REPRESENTATIVE, THE CONTRACTOR SHALL BE RESPONSIBLE TELEPHONE LINES.
<br /> FOR ALL COSTS ASSOCIATED WITH THE REQUIRED ASPHALT CONCRETE MIX.
<br /> ON & MURPHY
<br /> DILL
<br /> 19. AG MIX DESIGN SHALL. HAVE BEEN COMPLETED WITHIN SIX MONTHS OF SUBMITTAL TO S.J. COUNTY,
<br /> THC. A.C, MIX DESIGN SHALL INDICATE THE PERCENTAGE PASSING EACH SIEVE SIZE, PERCENT ASHPALT RECOMMENDED, CONSUL77NG CIVIL ENGINEERS
<br /> PERCENT VOIDS, STABILITY, AND MAXIMUM THEORETICAL UNIT WEIGHT AT EACH ASPHALT CONTENT USED TO ARRIVE YING
<br /> AT THE RECOMMENDED OPTIMUM BITUMEN CONTENT (OBC). THE OBC SHALL BE SELECTED TO MEET TI-iE ENGINEERING PLANNING SUR VE
<br /> REQUIREMENTS OF SECTION 39 AND PRODUCE AIR VOIDS IN THE COMPACTED MIXTURE AT 3% TO 5%. --6613
<br /> 1820 W. KE7TLEMAN LANE, SUITE E, LO01, CALIFORNIA 95242 (209) 3,34
<br /> SANGUINET77 INVESTMENTS
<br /> IMPROVEMENT PLANS
<br /> KEY SHEET
<br /> W.D.1.D. SEPTEMBER, 2008
<br /> FARMINGTON, CALIFORNIA
<br /> BEFORE YOU IDIG ------ -------- ..........
<br /> CALL USA UNDERGROUND SERVICE ALERT REV. NO. DESCRIPTION DATE' SCALE: BENCH MARK: SHEET
<br /> 4-8 HOURS PRIOR TO CONSTRUCTION. CALL
<br /> TOLL FREE 1-800--227--2600 Cl
<br /> DRAWN BY: DESCRIPTION:
<br /> ..
<br /> KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND OF 7 SHEETS
<br /> PEOPLE 10 FEET FROM POWER LINES, IF YOU ...... ...... DESIGNED BY:
<br /> MUST WORK WITHIN 10 FEET OF POWER LINES ........... ......................
<br /> PLEASE CALL CITY OF LORI ELECTRICAL UTILITY CHECKED BY: JOB NO.
<br /> DEPARTMENT. 05127
<br /> AS BUILT BY:
<br /> S:\20105\1?5127\:'ITLE S,,ECTA., 00 27, 2008
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