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75
<br />V)
<br />GENERAL NOTES
<br />1. FOUND 4' BRASS DISK STAMPED M1.11.GA, 1964. DEPARTMENT
<br />OF WATER RESOURCES, CALIFORNIA ON THE N.E. CORNER OF THE
<br />BRIDGE ON PATTERSON PASS ROAD OVER THE CALIFORNIA
<br />AQUEDUCT, ELEV. 251.19'
<br />2. REVIEW OF THESE PLANS BY THE COUNTY ENGINEER SHALL
<br />NOT RELEASE THE DEVELOPER OR THEIR ENGINEER FROM THE RESPONSIBILITY FOR THE
<br />DESIGN OF THE IMPROVEMENTS AND FOR ANY DEFICIENCIES RESULTING FROM THE
<br />DESIGN THEREOF.
<br />3. PRIOR TO THE START OF CONSTRUCTION, THE DEVELOPER AND/OR CONTRACTOR SHALL
<br />CONTACT THE COUNTY'S FIELD ENGINEERING DEPARTMENT AT (209)468-3014
<br />AND A REQUEST A PRECONSTRUCTION COVFERENCE.
<br />4. A -L REVISIONS TO THIS PLAN MUST BE REVIEWED BY THE ENGINEERING
<br />DEPARTMENT PRIOR TO CONSTRUCTION AND SHALL BE ACCURATELY SHOWN ON REVISED PLANS
<br />SIGNED BY THE COUNTY ENGINEER.
<br />5. '-LL STREET IMPROVEMENTS SHALL BE COPSTRUCTED IN ACCORDANCE ATH THE
<br />T OVISIONS OF THE CURRE14T COUNTY ORCINANCE CODE, STATE STANDARD
<br />_PECIFICATIONS, AND COUNTY STANDARD 3LANS. THE IMPROVEMENTS ARE
<br />SIBJECT TO INSPFCTION AND APPROVAL C- SAN JOAQUIN COUNTY.
<br />CONTACT ENGINEERING FOR CONSTRUCTION INSPECTION AT (209)46E-3014 AT
<br />L AST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK TO ARRANGE FOR IISPECTION.
<br />6. NOTIFY UNDERGROUND SERVICE ALERT 800-'227-2600 AT LEAST THREE WORKING DAYS
<br />PRIOR TO ANY EXCAVATION. THE USA AU71ORIZATION NUMBER SHALL BE KEPT AT THE
<br />JOBSITE.
<br />7. THE DEVELOPER/CONTRACTOR IS REQUIRED BY STATE LAW TO ACTIVELY RESEARCH
<br />WORK AREA PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REFERENCE MONUMENTS
<br />A14D REPLACE THOSE DAMAGED OR REMOVED CURING CONSTRUCTION.
<br />8. ALL NEW UTILITY DISTRIBUTION SERVICES SHALL BE PLACED UNDERGROUND.
<br />9. F-IOR TO PLACING CURB, SIDEWALK, ASPHALT CONCRETE, SUBBASE, OR BASE
<br />MATERIAL, ALL UNDERGROUND FACILITIES 'VITHIN THE RIGHT—OF—WAY SHALL BE
<br />INSTALLED, BACKFILL COMPLETED, AND THE ENGINEERING DEPARTMENT'S
<br />CONSTRUCTION DIVISION NOTIFIED BY EACH OF THE UTILITY COMPANIES HAVING
<br />FACILITIES WITHIN THE WORK AREA, THAT THE UTILITY INSTALLATION HAS
<br />SATISFACTORILY PASSED ACCEPTANCE TESTR.
<br />10. ALL MANHOLES OR INLETS OVER 5 FEET IN DEPTH SHALL BE PROVIDED WITH
<br />PC'.YPPOPYLENE STEPS. THE STEPS SHALL BE INTEGRALLY CAST INTO THE WALL OF
<br />THE MANHOLE OR INLET WHETHER PRECAST OR FIELD CAST. THE STEPS SHALL BE
<br />INSTALLED IN ACCORDANCE WITH CALTRANS SPECIFICATIONS.
<br />11. WHEN WIDENING THE PAVEMENT ON AN EXISTING ROAD, THE EXISTING PAVEMENT SHALL
<br />BE SAWCUT TO A NEAT LINE AND REMOVED BACK TO AN EXISTING ADEQUATE
<br />STRUCTURAL SECTION, OR TO THE ORIGINAL ROAD SECTION (1 FOOT MINIMUM). AN
<br />EXPLORATORY TRENCH, OR 'HOLING, MAY 9E REQUIRED TO DETERMINE THE LIMITS
<br />CF PAVEMENT REMOVAL.
<br />12. SHOULD IT AP?EAR THAT THE WORK TO BE DONE, OR ANY MATTER RELATIVE THERETO
<br />IS NOT SUF ICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR
<br />SHALL CONTACT KIER & WRIGHT AT 734-806^ FOR SUCH FURTHER EXPLANATIONS AS MAY
<br />BE NECESSARY.
<br />13. A BUILDING PERMIT SHALL BE REQUIRED FOR CONSTRUCTION OF ALL RETAINING WALLS
<br />OVER 3 FEET IN HEIGHT (2 FEET IN HEIGHT WITH A SURCHARGE). PRIOR TO ACCEPTANCE
<br />OF THE IMPROVEMENTS AS COMPLETE, VERIFICATION THAT BUILDING INSPECTION HAS
<br />BEEN SIGNED OFF ON THE PERMIT SHALL BE PROVIDED TO THE CONSTRUCTION INSPECTOR.
<br />ALL WOOD IN CONTACT WITH THE GROUND SHALL BE PRESSURE—TREATED, WHETHER
<br />COQ TRUCTION PERMIT IS REQUIRED OR NOT.
<br />14. ALL PUBLIC STORM DRAIN LINES SHALL BE CLASS III RCP UNLESS OTHERWISE SPECIFIED
<br />ON THE PLANS.
<br />1�). NO TRFES SHALL BE REMOVED UNLESS THEY ARE SHOWN AND NOTED TO BE REMOVED
<br />ON THE IMPROVEMENT PLANS. ALL TREES CONFL CTING WITH GRADING, UTILITIES, OR
<br />OTHER IMPROVEMENTS, OR OVERHANGING THE SIDEWALK OR PAVEMENT SO AS TO
<br />F^RM A NUISANCr= OR HAZARD, SHALL BE TRIMMED AND PROPERLY GRADED AND
<br />SCALED. THE DRIP LINE OF TREES TO BE SAVED WILL BE FENCED, AND NO GRADING
<br />SHALL TAKE PLACE WITHIN THIS FENCED AREA
<br />16. EXISTIN, rp'RB AND SICEWALK WITHIN THE PRDJECT LIMITS THAT ARE DAMAGED
<br />DISP_AC D. EVEN THOUGH THEY WERE NOT TO BE REMOVED, SHALL BE REPAIRED OR
<br />REPLACED, EVEN IF DAMAGE OR DISPLACEMENT OCCURRED PRIOR TO ANY WORK
<br />PERFORMED BY THE CONTRACTOR.
<br />17. EROSION CONTROL FACILITIES SHALL BE INST. LED PRIOR TO OCTOBER 15 AND SHALL
<br />BE MAINTAINED DAILY UNTIL APRIL 15. THESE FACILITIES SHALL CONTROL AND CONTAIN
<br />EROSION—CAUSED SILT DEPOSITS AND PROVIDE FOR THE SAFE DISCHARGE OF SILT—FREE
<br />STORM WATERS INTO EXISTING STORM DRAIN FACILITIES. DESIGN OF THESE FACILITIES
<br />MUST BE APPRC'EO/UPDATED EACH YFAR PRIOR TO SEPTEMBER 30.
<br />18. ALL TRAFFIC STRIPING AND MARKING SHALL BE THERMOPLAST C.
<br />19, ALL STRIPING SHALL BE CAT—TRACKED PRIOR TO FINAL INSTALLATION. FINAL
<br />INSTALLATION OF STRIPING WILL BE ALLOWED ONLY AFTER APPROVAL DF THE STRIPING
<br />LAYOUT BY THE CONSTRUCTION INSPECTOR.
<br />21. ORDER OF WORK FOR ROAD CONSTRUCTION:
<br />A. ROUGH GRADING
<br />B. STORM DRAIA & DRAINAGE STRUCTURES
<br />C. UTILITY INSTALLATION
<br />D. CURB AND SIDEWALK
<br />E. PAVEMENT CONSTRUCTION
<br />F. REMOVE CONFLICTING STRIPING, PAVEMENT MARKERS AND SIGNING, AND
<br />INSTALL INTERIM STRIPING
<br />G. INSTALL FINAL STRIPING
<br />H. INSTALL FINAL SIGNING (AT INTERIM LOCATIONS IF NECESSARY)
<br />I. CONSTRUCT MEDIAN CURB
<br />J. COMPLETE FINAL STRIPING, PAVEMENT MARKER, AND SIGN INSTALLATION
<br />22. IF, DURING CONSTRUCTION, ARCHAEOLOGICAL REMAINS ARE ENCOUNTERED,
<br />CON'TRUCTION IN THE VICINITY SHALL BE HALTED, AN ARCHAEOLOGIST CONSULTED,
<br />AND THE COUNTY PLANNING DEPARTMENT NOTIFIED. IF, IN THE OPINION OF THE
<br />ARCHAEOLOGIST, THE REMAINS ARE SIGNIFICANT, MEASURES, AS MAY BE REQUIRED BY
<br />THE PLANNING DIRECTOR, SHALL BE TAKEN TO PROTECT THEM.
<br />23. A CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL OSHA) PERMIT
<br />SHALL BL OBTAINED FOR TRENCHES FIVE FEET OR GREATER IN DEPTH. A COPY OF THIS
<br />PERMIT SHALL BE SUPPLIED TO THE PUBIIC WORKS DEPARTMEN'. AN ADDITIONAL COPY
<br />SH,LL BE KEPT AT THE JOBSITE AT ALL TIMES.
<br />25. PRIOR TO ANY CONSTRUCTION WITHIN COUNTY RIGP- OF WAY CONTRACTOR SHALL OBTAIN
<br />AN ENCROACHMENT PERMIT FROM SAN JOAQUIN COUN1".
<br />IMPROVEMENT PLANS
<br />STORM
<br />PATTERSON
<br />FOR
<br />DRAIN LINE
<br />PASS BUSINESS
<br />BUILDING 10
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<br />PARK
<br />FOR
<br />PROLOGIS DEVELOPMENT SERVICES
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<br />N.T.S.
<br />SHEET INDEX
<br />DESCRIPTION
<br />TITLE SHEET
<br />PLAN AND PROFILE STA 1+00 TO 8+50
<br />PLAN AND PROFILE 8+50 TO 12+70.70
<br />SAN JOAQUIN COUNTY STANDARD DETAILS
<br />STD. PLAN NO. DESCRIPTION
<br />SHEET NO.
<br />2
<br />3
<br />R-29 TYPICAL TRENCH BACKFILL
<br />D-18 SADDLE -TYPE MANHOLE FOR
<br />PIPE 24" DIA. AND LARGER
<br />CW -M3 FRAME AND COVER (MANHOLE)
<br />USE GRATE WHERE SPECIFIED
<br />ON THE DRAWING. TRAFFIC RATED
<br />FOR H-20 LOADING
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROVED: L9eGlJtfc��Glisdl+'L Od
<br />SENIOR CIVIL ENGINEER A E
<br />RCE NO. 3 3 172 EXP. DATE: 10�30�02
<br />DIRECTOR OF'PUBLI& W69KS DATE
<br />COUNTY OF SAN JOAQUIN
<br />LEGEND
<br />PROPOSED EXISTING
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<br />N.T.S.
<br />SHEET INDEX
<br />DESCRIPTION
<br />TITLE SHEET
<br />PLAN AND PROFILE STA 1+00 TO 8+50
<br />PLAN AND PROFILE 8+50 TO 12+70.70
<br />SAN JOAQUIN COUNTY STANDARD DETAILS
<br />STD. PLAN NO. DESCRIPTION
<br />SHEET NO.
<br />2
<br />3
<br />R-29 TYPICAL TRENCH BACKFILL
<br />D-18 SADDLE -TYPE MANHOLE FOR
<br />PIPE 24" DIA. AND LARGER
<br />CW -M3 FRAME AND COVER (MANHOLE)
<br />USE GRATE WHERE SPECIFIED
<br />ON THE DRAWING. TRAFFIC RATED
<br />FOR H-20 LOADING
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROVED: L9eGlJtfc��Glisdl+'L Od
<br />SENIOR CIVIL ENGINEER A E
<br />RCE NO. 3 3 172 EXP. DATE: 10�30�02
<br />DIRECTOR OF'PUBLI& W69KS DATE
<br />COUNTY OF SAN JOAQUIN
<br />LEGEND
<br />PROPOSED EXISTING
<br />ESS
<br />U V
<br />No. 53447
<br />Exp. 6-30-03
<br />PROPERTY LINE
<br />LOT UNE
<br />MONUMENT/MONUMENT LINE
<br />BLOCK/RETAINING WALL
<br />FENCE UNE
<br />EDGE OF PAVEMENT
<br />ASPHALT BERM
<br />CONCRETE CURB
<br />CONCRETE CURB & GUTTER
<br />DRIVEWAY
<br />SIDEWALK
<br />BUILDING UNE
<br />SPOT ELEVATION
<br />CONTC"R UNE
<br />STORM DRAIN—MANHOLE & CATCH BASIN
<br />RAINWATER LEADER
<br />ELECTROUER
<br />UTILITY BOX
<br />POWER POLE/JOINT POLE
<br />TRAFFIC SIGN
<br />TREE
<br />FACE OF CURB
<br />TOP OF CURB
<br />BACK OF WALK
<br />FACE OF WALK
<br />FLOW LINE
<br />CATCH BASIN
<br />CLEANOUT TO GRADE
<br />STORM DRAIN MANHOLE
<br />RIM ELEVATION
<br />INVERT ELEVATION
<br />PAVEMENT
<br />BEGIN CURB RETURN
<br />END CURB RETURN
<br />ASPHALT
<br />CLASS II AGGREGATE BASE
<br />CLASS II AGGREGATE SUB—BASE
<br />FIRE HYDRANT
<br />EXISTING
<br />MINIMUM
<br />PAVEMENT
<br />PAVEMENT
<br />UP OF GUTTER
<br />GRADE BREAK
<br />OF CAL\F� PREP"RCD BY OR UNDER THE SUPERVISION OF
<br />CHA5kLES R MCCALLUM PE 53447
<br />LICENSE EXPIRES: 6-30-03
<br />2 ff�_00
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<br />ESS
<br />U V
<br />No. 53447
<br />Exp. 6-30-03
<br />PROPERTY LINE
<br />LOT UNE
<br />MONUMENT/MONUMENT LINE
<br />BLOCK/RETAINING WALL
<br />FENCE UNE
<br />EDGE OF PAVEMENT
<br />ASPHALT BERM
<br />CONCRETE CURB
<br />CONCRETE CURB & GUTTER
<br />DRIVEWAY
<br />SIDEWALK
<br />BUILDING UNE
<br />SPOT ELEVATION
<br />CONTC"R UNE
<br />STORM DRAIN—MANHOLE & CATCH BASIN
<br />RAINWATER LEADER
<br />ELECTROUER
<br />UTILITY BOX
<br />POWER POLE/JOINT POLE
<br />TRAFFIC SIGN
<br />TREE
<br />FACE OF CURB
<br />TOP OF CURB
<br />BACK OF WALK
<br />FACE OF WALK
<br />FLOW LINE
<br />CATCH BASIN
<br />CLEANOUT TO GRADE
<br />STORM DRAIN MANHOLE
<br />RIM ELEVATION
<br />INVERT ELEVATION
<br />PAVEMENT
<br />BEGIN CURB RETURN
<br />END CURB RETURN
<br />ASPHALT
<br />CLASS II AGGREGATE BASE
<br />CLASS II AGGREGATE SUB—BASE
<br />FIRE HYDRANT
<br />EXISTING
<br />MINIMUM
<br />PAVEMENT
<br />PAVEMENT
<br />UP OF GUTTER
<br />GRADE BREAK
<br />OF CAL\F� PREP"RCD BY OR UNDER THE SUPERVISION OF
<br />CHA5kLES R MCCALLUM PE 53447
<br />LICENSE EXPIRES: 6-30-03
<br />2 ff�_00
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<br />DATE
<br />MAN 20, 2000
<br />SCALE
<br />AS NOTED
<br />DESIGNER
<br />EYS
<br />JOB NO. 99552-3
<br />SHEET
<br />1
<br />OF 3
<br />SHEETS
<br />99552-3IMPdwg 4-10-00 336:25 pro
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