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<br />1. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE
<br />COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS
<br />REQUIREMENT SHALL APPLY CONTINUOSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
<br />CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS, THE COUNTY OF SAN JOAQUIN. ITS ELECTED
<br />OFFICIALS, OFFICERS, EMPLOYEES, AND AGENTS FROM ANY AND ALL CLAIMS, COSTS OF LITIGATION, DAMAGES, AND
<br />ATTORNEY'S FEES, FOR PERSONAL INJURY OR PROPERTY DAMAGE OF WHATEVER NATURE WHICH ARE CLAIMED TO
<br />HAVE OCCURRED DURING THE TERM OF THIS PROJECT.
<br />2. ALL NEW IMPROVEMENTS SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS AND
<br />SPECIFICATIONS, THE AIRPORT EAST SPECIAL PURPOSE PLAN, AND THE LATEST EDITION OF THE COUNTY OF SAN
<br />JOAQUIN STANDARD PLANS AND SPECIFICATIONS AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION
<br />STANDARD SPECIFICATIONS (WITH EXCEPTION THAT ENGLISH UNITS ARE TO BE USED IN PLACE OF METRIC).
<br />3. THE INTENT IS THAT THESE PLANS REQUIRE ALL LABOR AND MATERIALS (EXCEPT AS SPECIFIED IN THE SPECIAL
<br />PROVISIONS) NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN
<br />ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY
<br />REGARDING ANY DISCREPANCIES AND AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS IF THE PLANS
<br />DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT
<br />ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST
<br />QUALITY ARE TO BE USED.
<br />4. THE TYPES, LOCATION, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS
<br />WERE OBTAINED FROM "OUTSIDE SOURCES". THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL
<br />REVEAL THE TYPES, EXTENT, SIZES, LOCATION, AND DEPTHS OF SUCH UNDERGROUND UTILITIES CONTI &
<br />ASSOCIATES, INC. CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF
<br />SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS.
<br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES
<br />AND SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR
<br />SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES IN THE AREA OF
<br />CONSTRUCTION, AND SHALL NOTIFY USA (UNDERGROUND SERVICE ALERT 1-800-642-2444) 48 HOURS PRIOR TO
<br />BEGIN CONSTRUCTION
<br />6. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 1540 (A)(1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE
<br />8 CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS
<br />BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS AMENDED, WHICH
<br />STATE: PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND
<br />INSTALLATION: I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH
<br />UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF
<br />SUCH AN INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING AND/OR DIGGING, AND
<br />WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FROM THE EXISTING INSTALLATION. ALL KNOWN
<br />OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST
<br />48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION.
<br />7. ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS MUST BE PREPARED AND CERTIFIED BY
<br />THE "ENGINEER", AND SHALL BE SUBMITTED TO THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL PRIOR TO
<br />IMPLEMENTATION.
<br />8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE REMOVAL AND/OR RELOCATION OF ALL EXISTING
<br />UTILITIES WITH RESPECTIVE UTILITY COMPANIES.
<br />9. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT-OF-WAY PRIOR TO COMPLETION OF UTILITY
<br />RELOCATION WITHOUT SPECIFIC APPROVAL OF THE COUNTY OF SAN JOAQUIN.
<br />10. A TRAFFIC CONTROL PLAN (TCP) DRAWN TO SCALE SHALL BE SUBMITTED TO AND APPROVED BY THE COUNTY PRIOR
<br />TO START OF WORK. THE TCP SHALL ADDRESS ALL PHASES OF THE WORK WHICH WILL IMPACT PUBLIC TRAFFIC.
<br />CONFORMANCE WITH THE TCP SHALL BE MAINTAINED AT ALL TIMES.
<br />11. A MINIMUM OF ONE 10 -FOOT TRAFFIC LANE SHALL BE MgNTAINED AT ALL TIMES, WITH TRAFFIC DELAYS LIMITED TO
<br />A MAXIMUM OF 15 MINUTES. A MINIMUM OF TWO 10 -FOOT TRAFFIC LANES SHALL BE MAINTAINED DURING
<br />NON -WORKING HOURS. TRAFFIC CONTROLS SHALL BE IN CONFORMANCE WITH SECTION 12 OF THE CALTRANS
<br />STANDARD SPECIFICATIONS.
<br />12. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM THE TO "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
<br />(MUTCD), AND THE MUTCD CALIFORNIA SUPPLEMENT AND SAN JOAQUIN COUNTY STANDARDS AND AS SHOWN ON THE
<br />PLANS,
<br />13. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT WRITTEN AUTHORIZATION
<br />FROM THE OWNER'S REPRESENTATIVE.
<br />14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE SITE AND SURROUNDING AREAS RESULTING
<br />FROM OPERATIONS PRIOR TO ACCEPTANCE OF HIS WORK.
<br />15. DURING CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF EXISTING FACILITIES. THE CONTRACTOR
<br />IS RESPONSIBLE TO REPAIR, TO THE SATISFACTION OF THE COUNTY OF SAN JOAQUIN, ANY FACILITIES DAMAGED
<br />DURING CONSTRUCTION AT NO COST TO THE OWNER.
<br />16. CONTRACTOR TO REFERENCE AND RESTORE ALL "RECORDED" EXISTING MONUMENTS AND/OR PROPERTY CORNER
<br />REFERENCES DESTROYED, REMOVED OR DISTURBED DURING THE COURSE OF CONSTRUCTION
<br />17. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT WEATHER AND RESTORED TO THEIR
<br />ORIGINAL CONDITIONS UPON COMPLETION OF THE WORK.
<br />18. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK COVERED BY THE SPECIFICATIONS,
<br />THE PAVEMENT SHALL BE REPLACED, AFTER PROPER BACKFILLING, WITH PAVEMENT MATERIALS EQUAL TO OR BETT=R
<br />THAN THE MATERIALS USED IN THE ORIGINAL PAVING.
<br />19, ANY CONSTRUCTION ACTIVITY THAT RESULTS IN THE DISTURBANCE OF AT LEAST ONE (1) ACRE OF SOIL SHALL
<br />REQUIRE A STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM CONSTRUCTION PERMIT.
<br />CONSTRUCTION NCTES:
<br />1. THE CENTERLINE STATIONING SHOWN IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL LAYOUT IMPROVEMENTS
<br />FROM THE DIMENSIONS SHOWN ON THE PLANS. ANY CLARIFICATION ON CONFLICTS, DISCREPANCIES OR AMBIGUITIES
<br />SHOULD BE DIRECTED TO THE "ENGINEER" PRIOR TO THE CONSTRUCTION OF THE IMPROVEMENTS.
<br />2. WHERE PAVEMENT IS TO BE EXTENDED, EXISTING PAVEMENT SHALL BE SAWCUT.
<br />3, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SIGNS FOR ALL REGULATORY TRAFFIC SIGNS REMOVED
<br />DURING THE COURSE OF CONSTRUCTION.
<br />4. THE CONTRACTOR SHALL PROVIDE OWN CONSTRUCTION WATER.
<br />5. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES AT ALL TIMES DURING CONSTRUCTION AS PER SECTION 10
<br />OF THE STANDARD SPECIFICATIONS OF THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS REQUIREMENTS.
<br />SPECIFICATIONS:
<br />SECTION 3-4 GUARANTEE. --THE COMPLETED PROJECT, INCLUDING ALL WORK MATERIALS, DEVICES AND EQUIPMENT,
<br />SHALL BE GUARANTEED BY THE DEVELOPER AGAINST FAULTY WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR
<br />AFTER FINAL ACCEPTANCE BY THE DIRECTOR OF PUBLIC WORKS. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL
<br />REPAIR AND/OR REPLACEMENTS INCLUDING ALL LABOR, MATERIALS, EQUIPMENT, DEVICES, PLANT AND OTHER ITEMS OF
<br />WORK NECESSARY. TO SECURE THIS GUARANTEE, A BOND OR OTHER SECURITY SHALL BE PROVIDED IN THE AMOUNT OF
<br />100% (DEPARTMENT OF PUBLIC WORKS DETERMINES IF 100% PEERFORMANCE CAN BE REDUCED TO 20%) OF THE VALUE
<br />OF WORK ESTIMATED BY THE ENGINEER. SAID BOND SHALL CONTINUE IN FULL FORCE AND EFFECT FOR A PERIOD OF
<br />ONE YEAR FROM THE DATE OF THE FORMAL ACCEPTANCE OF THE WORK BY THE DIRECTOR OF PUBLIC WORKS OR BOARD
<br />OF SUPERVISORS.
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />ENCROACH.:ENES TUE-o5- 003Z1 ISSUED:
<br />PERMIT No.:
<br />BY: �L hlZe,�
<br />SPECIFICATIONS COMM:
<br />SECTION 3-5 INSPECTION DURING CONSTRUCTION.-- ANY IMPROVEMENTS CONSTRUCTED TO THESE SPECIFICATIONS AND
<br />WHICH IT IS INTENDED THAT THE COUNTY WILL ASSUME MAINTENANCE RESPONSIBILITY, MUST BE INSPECTED DURING
<br />CONSTRUCTION BY AN AUTHORIZED AGENT OF THE DEVELOPER AND DIRECTOR. EACH PHASE OF CONSTRUCTION MUST BE
<br />INSPECTED AND APPROVED PRIOR TO PROCEEDING TO THE SUBSEQUENT PHASES.
<br />ANY IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION AS PROVIDED ABOVE OR CONSTRUCTED CONTRARY TO THE
<br />ORDERS OR INSTRUCTIONS OF THE AUTHORIZED AGENT OF THE DEVELOPER AND DIRECTOR WILL BE DEEMED AS NOT
<br />COMPLYING WITH SAN JOAQUIN COUNTY STANDARDS AND SPECIFICATIONS, AND WILL NOT BE ACCEPTED BY SAN JOAQUIN
<br />COUNTY FOR MAINTENANCE PURPOSES. THE DEVELOPER WILL HAVE COMPACTION TESTS TAKEN ON ALL LOTS WHERE THE
<br />DEPTH OF FILL IS GREATER THAN SEVEN (7") INCHES AND WITHIN THE STREETS. RE -TEST THAT ARE THE RESULT OF
<br />THE CONTRACTOR'S FAILURE TO COMPACT THESE AREAS AS REQUIRED WILL BE BORNE BY THE CONTRACTOR. THE
<br />COUNTY DEPARTMENT OF PUBLIC WORKS WILL PERFORM FIELD INSPECTION FOR THIS PROJECT. THE CIVIL ENGINEER,
<br />DIRECTOR AND DEVELOPER, OR THEIR AGENTS, SHALL AT ALL TIMES, HAVE ACCESS TO THE WORK DURING ITS
<br />CONSTRUCTION, AND SHALL BE FURNISHED WITH EVERY REASONABLE FACILITY FOR ASCERTAINING THAT THE MATERIALS
<br />AND THE WORKMANSHIP ARE IN ACCORDANCE WITH THE REQUIREMENTS AND INTENTIONS OF THESE SPECIFICATIONS,
<br />SPECIAL PROVISIONS, AND PLANS. ALL WORK DONE AND ALL MATERIALS FURNISHED SHALL BE SUBJECT TO REVIEW. THE
<br />REVIEW OF THE WORK OR MATERIALS SHALL NOT RELIEVE THE CONTRACTOR AND DEVELOPER OF ANY OF THEIR
<br />OBLIGATIONS TO FULFILL THEIR CONTRACT AS PRESCRIBED,
<br />SECTION 3-6 FINAL REVIEW. --UPON COMPLETION OF ALL IMPROVEMENTS WHICH ARE CONSTRUCTED UNDER AND IN
<br />CONFORMANCE WITH THESE STANDARDS AND SPECIFICATIONS, AND PRIOR TO REQUESTING FINAL INSPECTION, THE AREA
<br />SHALL BE THOROUGHLY CLEANED OF ALL RUBBISH, EXCESS MATERIAL AND EQUIPMENT; AND ALL PORTIONS OF THE WORK
<br />SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION, SATISFACTORY TO THE DIRECTOR AND THE DEVELOPER.
<br />SECTION 3-7 RECORD DRAWINGS. --THE CIVIL ENGINEER SHALL KEEP AN ACCURATE RECORD OF ALL APPROVED
<br />DEVIATIONS FROM THE PLANS AND SHALL PROVIDE A COPY OF THESE RECORDS TO THE DIRECTOR UPON COMPLETION
<br />OF THE WORK. THESE ARE TO BE UTILIZED WITH THE INSPECTOR'S PLANS FOR PREPARING A COMPLETE AND ACCURATE
<br />SET OF "RECORD DRAWINGS" FOR THE PERMANENT RECORDS OF THE COUNTY. PREPARATION OF THE "RECORD DRAWINGS"
<br />IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS CIVIL ENGINEER. "RECORD DRAWINGS" SHALL BE SUBMITTED TO
<br />THE DIRECTOR PRIOR TO ACCEPTANCE OF WORK AS COMPLETE. APPROVED DEVIATIONS SHALL BE RECORDED IN RED INK
<br />ON THE ORIGINAL APPROVED PLANS, NOT REPRODUCIBLE COPIES. THE ORIGINAL PLANS SHALL NOT BE REMOVED FROM
<br />THE DEPARTMENT OF PUBLIC WORKS FOR PREPARATION OF "RECORD DRAWINGS A WORK AREA WILL BE AVAILABLE FOR
<br />MAKING ADDITIONS OR CORRECTIONS, AS WILL THE "RECORD DRAWING" STAMP AND PEN WITH RED INK, IF REQUESTED.
<br />SECTION 7 ALTERNATE A. MAINTAINING TRAFFIC. --ATTENTION IS DIRECTED TO SECTIONS 7-1.08, "PUBLIC CONVENIENCE",
<br />7-1.09, "PUBLIC SAFETY," AND 12, "CONSTRUCTION AREA TRAFFIC CONTROL DEVICES," OF THE STANDARD
<br />SPECIFICATIONS AND THESE SPECIAL PROVISIONS. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL BE IN
<br />ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE MUTCD CALIFORNIA
<br />SUPPLEMENT AND THE CURRENT WORK AREA TRAFFIC CONTROL HANDBOOK. (BUILDING NEWS). THROUGH PUBLIC TRAFFIC
<br />SHALL BE PERMITTED TO PASS THROUGH CONSTRUCTION OPERATIONS AT ALL TIMES WITH AS LITTLE INCONVENIENCE AND
<br />DELAY AS POSSIBLE. THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL CONSTRUCTION AREA TRAFFIC CONTROL
<br />DEVICES WITHIN THE PROJECT AND AT ALL PUBLIC ROAD ENTRANCES TO THE PROJECT.
<br />SECTION 10 DUST CONTROL. --DUST CONTROL SHALL CONFORM TO THE REQUIREMENTS IN SECTION 10, "DUST CONTROL,"
<br />OF THE STANDARD SPECIFICATIONS.
<br />SECTION 16 ALTERNATE A CLEARING AND GRUBBING. --CLEARING AND GRUBBING SHALL CONFORM TO THE
<br />REQUIREMENTS IN SECTION 16, "CLEARING AND GRUBBING," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
<br />PROVISIONS,
<br />TREE BRANCHES EXTENDING OVER THE ROADWAY PAVEMENT AND WHICH HANG WITHIN 15 FEET OF FINISHED GRADE
<br />SHALL BE CUT OFF IN A WORKMANLIKE MANNER.
<br />BURNING WILL BE ALLOWED WHEN PERMITTED BY THE SAN JOAQUIN VALLEY UNIFIED AIR POLLUTION CONTROL DISTRICT.
<br />SECTION 19 ALTERNATE A EARTHWORK. --EARTHWORK SHALL CONFORM TO THE REQUIREMENTS IN SECTION 19,
<br />"EARTHWORK." OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS, ALL RELATIVE COMPACTION
<br />REQUIREMENTS OF SECTION 19-5, "COMPACTION," OF THE STANDARD SPECIFICATIONS, SHALL BE NOT LESS THAN 90
<br />PERCENT. THE REQUIREMENT OF THE SECOND PARAGRAPH OF SECTION 19-5.03, "RELATIVE COMPACTION (95 PERCENT)",
<br />OF THE STANDARD SPECIFICATIONS, WILL BE REQUIRED ONLY IN THOSE AREAS SHOWN ON THE PLANS. IN LIEU OF THE
<br />TOLERANCE SPECIFIED IN SECTION 19-1.038, "GRADE TOLERANCE," OF THE STANDARD SPECIFICATIONS, THE SURFACE OF
<br />THE GRADING PLANE SHALL NOT BE MORE THAN 0.05 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE
<br />ENGINEER. BEFORE GRADE IS APPROVED BY THE COUNTY, ALL EARTHWORK (INCLUDING DRIVEWAYS AND SLOPES) SHALL
<br />BE COMPACTED TO GRADE. UNLESS OTHERWISE SHOWN ON THE PLANS, ALL SURPLUS MATERIALS NOT TO BE SALVAGED,
<br />STOCKPILED OR DISPOSED OF AS PROVIDED IN SECTION 19-2.06, "SURPLUS MATERIAL," OF THE STANDARD
<br />SPECIFICATIONS, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF AS PROVIDED IN SECTION
<br />7-1.13, "DISPOSAL OF MATER!AL OUTSIDE THE HIGHWAY RIGHT OF WAY," OF THE STANDARD SPECIFICATIONS. UNLESS
<br />OTHERWISE SHOWN ON THE PLANS, THE EXISTING PAVEMENT, WHEN USED AS EMBANKMENT, SHALL BE BROKEN UP INTO
<br />PIECES NOT LARGER THAN 0.33 FOOT IN GREATEST DIMENSION.
<br />SECIIUN 19 ALTERNATE C EARTHWORK (STRUCTURE EXCAVATION & BACKFILL) --STRUCTURE EXCAVATION AND BACKFILL
<br />SHALL CONFORM TO THE REQUIREMENTS IN SECTION 19-3, "STRUCTURE EXCAVATION AND BACKFILL," OF THE STANDARD
<br />SPECIFICATIONS AND THESE SPECIAL PROVISIONS. ALL REFERENCES TO CULVERT EXCAVATION AND CULVERT BACKFILL ON
<br />THE PLANS SHALL BE DEEMED TO MEAN STRUCTURE EXCAVATION AND STRUCTURE BACKFILL, RESPECTIVELY, IN THE
<br />STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. STRUCTURE BACKFILL WHICH IS OUTSIDE OF THE PAVED
<br />PORTIONS OF THE ROADWAY, UNLESS OTHERWISE SPECIFIED ON THE PLANS, SHALL BE NATIVE MATERIAL SELECTED FOR
<br />ITS RESISTANCE TO EROSION. COMPACTION REQUIREMENTS: UNLESS OTHERWISE SHOWN ON THE PLANS, THE COMPACTION
<br />REQUIREMENTS WITHIN THE LIMITS OF STRUCTURE EXCAVATION FOR PIPES AND ARCHES SHALL BE AS SHOWN ON
<br />STANDARD DRAWINGS. PONDING AND JETTING WILL BE PERMITTED ONLY IF A MAINTENANCE BOND IN THE AMOUNT OF
<br />TWENTY PERCENT (20%) OF THE ENGINEER'S ESTIMATE WITH A CORPORATE SURETY APPROVED BY THE COUNTY IS
<br />PROVIDED. SUCH A BOND SHALL BE PROVIDED BEFORE FINAL ACCEPTANCE OF THE PROJECT BY THE COUNTY AND SHALL
<br />GUARANTEE THE REPAIR OF ALL DAMAGES DUE TO FAULTY MATERIALS OR WORKMANSHIP PROVIDED OR DONE BY THE
<br />CONTRACTOR. THE GUARANTEE SHALL REMAIN IN EFFECT FOR A PERIOD OF THREE (3) YEARS AFTER THE DATE OF FINAL
<br />ACCEPTANCE OF THE PROJECT BY THE COUNTY OR BOARD OF SUPERVISORS.
<br />SECTION 22 FINISHING ROADWAY. --FINISHING ROADWAY SHALL CONFORM TO THE REQUIREMENTS IN SECTION 22,
<br />"FINISHING ROADWAY," OF THE STANDARD SPECIFICATIONS.
<br />SECTION 26 ALTERNATE A AGGREGATE BASE --AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS IN SECTION 26,
<br />"AGGREGATE BASES," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. AGGREGATE BASE SHALL BE
<br />CLASS 2. THE COMBINED AGGREGATE SHALL CONFORM TO THE GRADING SPECIFIED FOR THE 3/4 -INCH MAXIMUM
<br />AGGREGATE. THE R -VALUE REQUIREMENT MAY BE WAIVED, PROVIDING THE AGGREGATE BASE COMFORMS TO THE SPECIFIED
<br />GRADING AND DURABILITY AND HAS A SAND EQUIVALENT VALUE OF 33 OR MORE.
<br />SECTION 92 ASPHALTS --PLEASE REFER TO SHEET 2 FOR CONTINUATION
<br />rT,ra.�J
<br />PROPOSED EXISTING DESCRIPTIOK
<br />10"W
<br />G
<br />11
<br />37:
<br />EP
<br />14
<br />--- OH ---
<br />---EP---
<br />--- 14 ---
<br />STORM DRAIN LINE
<br />SANITARY SEWER LINE
<br />WATER LINE (COS)
<br />GAS LINE
<br />COMMUNICATION UNE
<br />OVERHEAD LINE
<br />EDGE OF PAVEMENT
<br />CONTOUR
<br />R/W LINE
<br />FENCE
<br />IMPROVEMENT PLANS
<br />FOR
<br />WORLAND & BAGLEY BOARDING FACILITY
<br />LODI, SAN JOAQUIN COUNTY, CALIFORNIA
<br />PA -07-242
<br />13ENCHMARK DESCRIPTION:
<br />SAN JOAQUIN COUNTY BENCHMARK Y-9
<br />ELLEVATION: 15.44
<br />ONSITE BENCHMARK:
<br />TOP OF REBAR AT THE SOUTHEAST CORNER OF THE PROPERTY
<br />ELEVATION: 14.58
<br />SHEET INDEX
<br />1. LEGEND AND CIVIL NOTES
<br />2. CIVIL NOTES
<br />3. FRONTAGE IMPROVEMENTS
<br />ABBREVIATIONS
<br />AB
<br />AGGREGATE BASE
<br />AIC
<br />ASPHALTIC CONCRETE
<br />BM
<br />BENCH MARK
<br />CB
<br />CATCH BASIN
<br />CL
<br />CENTERLINE
<br />CONIC
<br />CONCRETE
<br />CY
<br />CUBIC YARD
<br />DIA
<br />DIAMETER
<br />EA
<br />EACH
<br />ELEV
<br />ELEVATION
<br />EXIST/(E) EXISTING
<br />FG
<br />FINISH GRADE
<br />FH
<br />FIRE HYDRANT
<br />FL
<br />FLOW LINE
<br />FT
<br />FEET
<br />G
<br />GAS
<br />IN
<br />INCH
<br />INV
<br />INVERT
<br />IES
<br />CIVIL SITE WORK SYMBOLS
<br />NEW EXISTING DESCRIPTION
<br />® © DROP INLET
<br />CATCH BASIN
<br />Qo roe STORM DRAIN MAINTENANCE HOLE
<br />LF LINEAL FEET O CLEANOUT
<br />MAX MAXIMUM SANITARY SEWER MAINTENANCE HOLE
<br />MH MAINTENANCE HOLE
<br />MIN MINIMUM r WATER METER
<br />NIC NOT IN CONTRACT o- o- BLOWOFF VALVE
<br />NTS NOT TO SCALE *40 a FIRE HYDRANT ASSEMBLY
<br />PN POST INDICATOR VALVE H D4 WATER VALVE
<br />PL PROPERTY LINE 1�14 POST INDICATOR VALVE
<br />PP POWER POLE
<br />FIRE DEPARTMENT CONNECTION
<br />RT RIGHT N CHECK VALVE
<br />R/W RIGHT OF WAY N N BACKFLOW PREVENTER
<br />S SLOPE • PULL BOX
<br />SD STORM DRAIN 0 UTILITY POLE
<br />SS SANITARY SEWER D-0 STREET LIGHT
<br />STA STATION
<br />STD STANDARD S=0.003 PIPE SLOPE
<br />x
<br />TEL TELEPHONE05 F� SPOT ELEVATION
<br />TC TOP OF CURB
<br />TYP TYPICAL k 5 y HORIZONTAL CONTROL
<br />W WATER
<br />NO. 62009
<br />EXP. 9/30/2009
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<br />Date
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<br />Scale
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<br />Criglncl Drawing Scale
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<br />Sheet Number
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<br />Project Fife No.
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