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<br />STANDARD CONSTRUCTION NOTES:
<br />1. ALL WORK SHALL CONFORM TO THE SAN JOAQUIN COUNTY SPECIFICA TIONS AND STANDARD PLANS
<br />THE WORK IS SUBJECT TO THE INSPECTION AND APPROVAL OF THE COUNTY DIRECTOR, AND THE
<br />ENGINEERING DIVISION INSPECTORS. CONTACT PUBLIC WORKS ROAD PERMIT INSPECTION AT (209)
<br />468-3022 THREE WORKING DAYS (72 HOURS) PRIOR TO THE START OF ANY WORK AND TWO
<br />WORKING DAYS (48 HOURS) TO ARRANGE FOR INSPECTION. ALL WORK WITHIN RIGHT-OF-WAY
<br />REQUIRES OBTAINING AN ENCROACHMENT PERMIT FROM THE APPLICABLE AGENCIES HAVING
<br />✓URISDIC770N.
<br />2. THESE PLANS HA VE BEEN CHECKED BY SAN JOAQUIN COUNTY FOR CONFORMANCE WITH THE
<br />COUNTY'S MINIMUM STANDARDS, BY SUCH CHECKING BY THE COUNTY DOES NOT RELIEVE THE
<br />DEVELOPER FROM ITS RESPONSIBILITY TO FIND AND CORRECT ERRORS, OMISSIONS OR MAKE
<br />CHANGES REQUIRED BY COND177ONS DISCOVERED IN THE FIELD DURING THE COURSE OF
<br />CONS7RUC77ON. ANY REQUEST BY THE DEVELOPER TO CHANGE THESE PLANS SHALL BE SUBMITTED
<br />IN WRI77NG TO 7HE COUNTY ENGINEER.
<br />J. ALL REVISIONS TO THIS PLAN MUST BE REVIEWED BY THE COUNTY ENGINEER PRIOR TO
<br />CONS7RUC77ON AND SHALL BE ACCURATELY SHOWN ON REVISED PLANS STAMPED AND SIGNED BY
<br />THE COUNTY ENGINEER PRIOR TO THE INSTALLA 77ON OF 7HE IMPROVEMENTS
<br />4. ALL CONS7RUC77ON STAKING FOR CURB, GUT7ER, SIDEWALK, SANITARY SEWERS, STORM DRAINS,
<br />WA 7ER LINES, FIRE HYDRANTS, AND EL EC 7ROL IERS, ETC., SHALL BE DONE BY A REGIS7ERED CIVIL
<br />ENGINEER OR LICENSED LAND SURVEYOR.
<br />5. 7HE EXIS77NG U77LI77ES ARE PLOT70 FROM AVAILABLE RECORDS, 7HE DEVELOPER SHALL TAKE
<br />PRECAU77ONARY MEASURES TO PR07ECT ]HESE U77L/TIES THE DEVELOPER SHALL PERFORM NO
<br />EXCA VA 77ON UN77L ALL U77LI TY AGENCIES AND SAN JOAQUIN COUNTY HAVE BEEN N077FIED AND
<br />HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACIL177ES IN THE FIELD. N077FY
<br />UNDERGROUND SERVICE ALERT A T (800) 227-2600 A T LEAST 7HREE (3) WORKING DA YS PRIOR TO
<br />ANY EXCA VA 770N.
<br />6. SERVICES, FIRE HYDRANT LA7FRALS, GAS AND TELEPHONE LINES, AND ALL OTHER UNDERGROUND
<br />U77LI77ES SHALL BE INSTALLED PRIOR TO CURB, GUTTER, AND SIDEWALK CONSTRUCTION AND S7REET
<br />PA VING.
<br />7. SURVEY MONUMENTS SHALL BE FURNISHED AND INSTALLED BY 7HE DEVELOPER AT LOCA 77ONS
<br />SHOWN. SUBMIT A LET7FR OF CER77FICA77ON FROM 7HE LICENSED LAND SURVEYOR CER77FYING THAT
<br />ALL MONUMENTS ARE CENTERLINE MONUMENTS AND ARE INSTALLED AND TAGGED IN ACCORDANCE
<br />WITH THE APPROVED PLANS.
<br />8. ALL LINES ABANDONED DURING CONS7RUC77ON SHALL BE REMOVED WITHIN RIGHT=OF-WAY.
<br />9. ALL SANITARY SEWER MAINS SHALL BE 7ELEOSION INSPEC7ED (TAPES SHALL BE GIVEN TO SAN
<br />JOAQUIN COUNTY), FLUSHED WITH AN APPROVED SEWER BALL AND PASS A LEAKAGE 7EST IN
<br />CONFORMANCE WTH SAN JOAQUIN COUNTY STANDARD SPECIFICA 77ONS PRIOR TO ACCEPTANCE BY
<br />THE COUNTY. ALL 7ES77NG SHALL BE PERFORMED AF7FR THE COMPAC77ON OF STREET BASE ROCK
<br />AND PRIOR TO PAVING.
<br />10. ALL WA 7ER LINES SHALL BE PRESSURE- 7ES7ED, DISINFEC7ED, FLUSHED, AND 7ES70 FOR BAC7FRIA
<br />IN CONFORMANCE WITH THE CITY OF TRACY DESIGN STANDARDS AND STANDARD SPECIFICA 77ONS
<br />PRIOR TO FINAL ACCEPTANCE BY THE CITY.
<br />11. TES77NG
<br />(A) ALL INDEPENDENT LABORATORY INSPEC77ON CALLED FOR BY THE COUNTY ENGINEER WILL BE
<br />PAID FOR BY 7HE DEVELOPER.
<br />(B) ROADWAY SUB -BASE, BASE AND 7RENCH BACKFILL COMPAC77ON 7ES77NG SHALL BE PERFORMED
<br />BY A SOILS LAB CON77?AC77NG WITH THE SAN JOAQUIN COUNTY.
<br />(C) 7ESTS FOR R- VALUES ARE REQUIRED PRIOR TO 7HE INSTALLA 77ON OF BASE ROCK.
<br />(D) A MINIMUM OF 2 WORKING DAYS N077CE /S REQUIRED TO SCHEDULE ALL SOILS 7ES77NG
<br />SERVICES.
<br />12. STREET SIGNS SHALL BE INSTALLED AT ALL IN7ERSEC77ONS PER COUNTY DESIGN STANDARDS AND
<br />STANDARD SPECIFICA ]IONS.
<br />13. 7RAFFIC SIGNS SHALL BE INSTALLED IN CONFORMANCE WI7H 7HE MANUAL ON UNIFORM 7RAFFIC
<br />CONTROL DEVICES (MUTCD) AND MUTCD CALIFORNIA SUPPLEMENTAL AT LOCA 77ONS SPECIFIED BY
<br />COUNTY DESIGN STANDARDS AND STANDARD SPECIFICA TONS.
<br />14. S7REET S7RIPING SHALL INCLUDE STOP BARS, CEN7ERLINE S7RIPING OR MARKERS, CROSSWALKS AND
<br />ALL OTHER MARKINGS REQUIRED BY 7HE COUNTY DESIGN STANDARDS AND STANDARD
<br />SPECIFICA 77ONS. STRIPING SHALL BE DONE WITH THERMOPLAS77C AND REFLEC77VE MARKERS.
<br />S7RIPING ON MAJOR ROADS SHALL BE CAT -TRACKED AND APPROVED BY THE COUNTY ENGINEER
<br />PRIOR TO FINAL INSTALLA 770N.
<br />15. ALL 7RENCHES SHALL BE BACK-FILLED IN ACCORDANCE WITH COUNTY DESIGN STANDARDS AND
<br />STANDARD SPECIFICATIONS COMPAC77ON SHALL BE ACHIEVED BY MECHANICAL MEANS NO FLOODING,
<br />' PONDING OR JET77NG SHALL BE PERMITTED.
<br />16. WHEN WIDENING THE PAVEMENT ON AN EXIS77NG ROAD, THE EXIS77NG PAVEMENT SHALL BE CUT TO
<br />A NEAT LINE AND REMOVED BACK TO AN EXIS77NG ADEQUATE S7RUCTURAL SECTION, OR TO THE
<br />ORIGINAL ROAD SECTION. AN EXPL ORA TORY 7RENCH, OR POT HOLING, MA Y BE REQUIRED TO
<br />DETERMINE THE LIMITS OF PAVEMENT REMOVAL.
<br />17. EXIS77NG CURB AND SIDEWALK WITHIN THE PROJECT LIMITS THAT ARE DAMAGED OR DISPLACED,
<br />EVEN THOUGH THEY WERE NOT TO BE REMOVED, SHALL BE REPAIRED OR REPLACED PER COUNTY
<br />STANDARD PLANS EVEN IF DAMAGE OR DISPLACEMENT OCCURRED PRIOR TO ANY WORK PERFORMED
<br />BY THE DEVELOPER.
<br />18. ASBESTOS CEMENT PIPE (ACP) OR RT77NGS SHALL NOT BE USED WITHIN SAN JOAQUIN COUNTY
<br />19. ALL S7REET MONUMENTS, LOT CORNER, AND 07HER PERMANENT PIPE OR MONUMENTS DIS7ZIRBED
<br />DURING 7HE PROCESS OF CONS7RUC77ON SHALL BE REPLACED BEFORE ACCEPTANCE OF
<br />IMPROVEMENTS BY SAN JOAQUIN COUNTY.
<br />20. THE DEVELOPER SHALL CONTROL DUST A T ALL TIMES DURING CONS7RUC77ON AS REQUIRED BY SAN
<br />JOAQUIN COUNTY.
<br />21. PRIOR TO 7RENCHING FOR ANY SEWER, WA 7ER, OR STORM DRAIN PIPE, THE DEVELOPER SHALL
<br />VERIFY, IN 7HE FIELD, THE SIZE AND LOCA 77ON OF 7HE EXIS77NG PIPE AT THE POINT OF
<br />CONNEC770N. ANY DEWA 77ON FROM THE PLANS SHALL BE .RESOL VED BY THE DESIGN ENGINEER
<br />PRIOR TO 7RENCHING.
<br />22. MANHOLES, VALVES, CLEANOU75, ETC., SHALL BE BROUGHT TO FINISH GRADE BY THE DEVELOPER
<br />AF7ER THE FINAL PAVING COURSE IS PLACED.
<br />23. THE INSTALLA 77ON OF EROSION CON7ROL FACIL177ES SHALL BE COMPLETED PRIOR TO OCTOBER 15
<br />AND SHALL BE MAINTAINED DAILY UN77L APRIL 15. THESE FACIL177ES SHALL CON7ROL AND CONTAIN
<br />EROSION -CAUSED SIL T DEPOS/ IS AND PRO VIDE FOR SAFE DISCHARGE OF SIL T -FREE STORM WA TER
<br />INTO EXIS77NG STORM DRAIN FACILITIES. DESIGN OF THESE FACIL177ES MUST BE UPDATED EACH YEAR
<br />PRIOR TO SEP7EMBER 30 AND SHALL BE APPROVED BY THE COUNTY ENGINEER.
<br />24. IF, DURING CONSTRUCTION, ARCHAEOLOGICAL REMAINS ARE ENCOU617FRED, CONS7RUC77ON IN THE
<br />VICINITY SHALL BE HAL 7ED, AN ARCHAEOLOGIST CONSUL 7ED, AND 7HE COUNTY COMMUNITY
<br />DEVELOPMENT DEPARTMENT N077FIED. IF, IN 7HE OPINION OF THE ARCHAEOLOGIST, 7HE REMAINS
<br />ARE SIGNIFICANT, MEASURES AS MAY BE REQUIRED BY THE COMMUNITY DEVELOPMENT DIRECTORS,
<br />SHALL BE TAKEN TO PR07ECT THEY.
<br />25. WORK SHALL BE RESTRICTED TO WEEKDAYS BETWEEN 7.30AM AND 7.00PM, WEEKENDS BETWEEN
<br />9.00AM AND 5.• OOPM. WORK WHICH REQUIRES ANY TRAFFIC LANE CLOSURES OR RES7RIC770N OF THE
<br />7RA VELED WA Y SHALL BE LIMI7ED BETWEEN 9: OOAM AND 3.• 30PM IN 7HE COMMUTE DIREC77ON AND
<br />BETWEEN 8.• OOAM AND 4.30PM IN THE NON-COMMU7E DIRECTION. COMMU7E DIREC77ONS SHALL BE
<br />AS DETERMINED BY THE COUNTY TRAFFIC ENGINEER.
<br />26. THE OVER77ME COST FOR INSPEC77NG WORK REQUIRING COUNTY INSPEC770N, PERFORMED ON
<br />WEEKENDS AND BEFORE 8.• OOAM AND AF7FR 5.• OOPM ON WEEKDAYS, SHALL BE PAID BY THE
<br />DEVELOPER BEFORE THE WORK IS AUTHORIZED.
<br />27. CONSTRUCTION EQUIPMENT WHICH OPERA 7ES A T A NOISE LEVEL IN EXCESS OF 85 DECIBELS
<br />(MEASURED ON THE A -WEIGHTED SCALE DEFINED IN ANSI S-1.4) AT A DISTANCE OF 100 FEET
<br />FROM THE EQUIPMENT IS PROHI817ED.
<br />STANDARD CONSTRUCTION NOTES (CONTINUED):
<br />28. THE DEVELOPER SHALL KEEP EXCA VA 77ONS FREE FROM WA TER DURING CONS7RUC77ON. THE STA 77C
<br />WATER LEVEL SHALL BE DRAWN DOWN A MINIMUM OF 2 FEET BELOW BOTTOM OF EXCA VA 77ONS TO
<br />MAINTAIN UNDISTURBED STA TF OF NATURAL SOILS AND ALLOW PLACEMENT OF ANY FILL TO
<br />SPECIFIED DENSITY. DISPOSAL OF WATER SHALL NOT DAMAGE PROPERTY OR CREATE A PUBLIC
<br />NUISANCE.
<br />29. DISPOSAL OF WA 7ER INTO THE COUNTY SANITARY SEWER SYSTEM IS STRIC7ZY PROHIBITED. DISPOSAL
<br />OF WATER IN TO EXIS77NG STORM DRAIN SYSTEM MUST BE APPROVED IN WRI77NG BY THE COUNTY
<br />ENGINEER.
<br />30. DEVELOPER SHALL MAINTAIN ALL S7REETS, SIDEWALKS, AND ALL 0771ER PUBLIC RIGHT=OF-WAYIN A
<br />CLEAN, SAFE AND USABLE COND177ON THROUGHOUT THE COURSE OF CONS7RUC77ON. ALL SPILLS OF
<br />SOIL, ROCK, CONSTRUC77ON DEBRIS, ETC., SHALL BE REMOVED IMMEDIA TEL Y FROM PUBLICLY OWNED
<br />PROPERTY. ALL SAFE AND USABLE COND1770N. THE DEVELOPER SHALL PROVIDE FOR SAFE,
<br />UNOBS7RUC7FD ACCESS TO PRIVATE PROPERTY ADJACENT TO WORK THROUGHOUT THE PERIOD OF
<br />CONS 7RUC 770N.
<br />GENERAL NOTES:
<br />1. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH RECOMMENDA 77ONS IN 7HE GE07ECHNICAL AND
<br />FOUNDA77ON IN VES77GA 77ON PREPARED FOR 7HIS St 7E BY KLEINFELDER, PROJECT NO. 20173703.001A,
<br />DATED AUGUST 23, 2017
<br />2. TEMPORARY BENCHMARK. TOP OF CURB AT THE CEN 7ERLINE OF THE CATCH BASIN ON THE WEST SIDE
<br />OF CORPORATE COURT APPROXIMATELY 240'f NORTH OF THE CUL-DE-SAC MONUMENT.
<br />ELEVA 77ON = 230.48 FEET
<br />J. PRIOR TO THE START OF CONSTRUCTION, 7HE CONTRACTOR SHALL CONTACT THE COUNTY'S PUBLIC
<br />WORKS DEPARTMENT AT (209) 468-3000 AND REQUEST A PRE- CONS TRUCI70N CONFERENCE.
<br />4. ALL REVISIONS TO THIS PLAN MUST BE REVIEWED BY 7HE PUBLIC WORKS DEPT. PRIOR TO CONSTRUC77ON
<br />AND SHALL BE ACCURATELY SHOWN ON REVISED PLANS SIGNED BY THE COUNTY ENGINEER.
<br />5. N077FY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 AT LEAST THREE WORKING DAYS
<br />PRIOR TO ANY EXCA VA 770N. THE USA A U 7HORIZA 77ON NUMBER SHALL BE KEPT AT THE JOB St 7E
<br />6. THE CONTRACTOR IS REQUIRED BY STA 7E LAW TO AC77VEL Y RESEARCH WORK AREA PRIOR TO
<br />CONSTRUCTION. CONTRACTOR SHALL REFERENCE MONUMENTS AND REPLACE THOSE DAMAGED OR
<br />REMOVED DURING CONSTRUC77ON.
<br />7. SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MA TIER RELA77VE 7HERETO IS NOT
<br />SUFFICIEN7L Y DETAILED OR EXPLAINED ON 7HESE PLANS, THE CONTRACTOR SHALL CONTACT THE
<br />COUNTY ENGINEER FOR SUCH FURTHER EXPLANA 77ONS AS MAY BE NECESSARY.
<br />8. NO TREES SHALL BE REMOVED UNLESS 7HEY ARE SHOWN AND NOTED TO BE REMOVED ON 7HE
<br />IMPROVEMENT PLANS ALL 7REES CONFLIC77NG WITH GRADING, U77LI77ES, OR 07HER IMPROVEMENTS, OR
<br />OVERHANGING THE SIDEWALK OR PAVEMENT SO AS TO FORM A NUISANCE OR HAZARD, SHALL BE
<br />TRIMMED AND PROPERLY GRADED AND SEALED. THE DRIP LINE OF TREES TO BE SAVED WILL BE
<br />FENCED, AND NO GRADING SHALL TAKE PLACE Wl1HIN THIS FENCED AREA.
<br />9. EXIS77NG COND177ONS THROUGHOUT 7HE PROJECT SI7E 7HATARE LOCA 7ED WITHIN 7HE PUBLIC
<br />RIGHT-OF-WAY OR COUNTY MAINTAINED EASEMENTS SHALL BE PHOTOGRAPHED AND VIDEOTAPED BY
<br />THE CON7RACTOR BEFORE STAR77NG CONS7RUC77ON. RECORDING SHALL INCLUDE AND SHOW EVERY
<br />DETAIL OF EXIS77NG IMPROVEMENTS, INCLUDING THE EXIS77NG COND177ONS OF THE CURB, GUTTER,
<br />SIDEWALK, SIGNS, LANDSCAPING, STREETLIGHTS, S7RUC77)RES NEAR 7HE PROJECT INCLUDING THE
<br />FACE OF BUILDINGS, CANOPIES, SHADES, FENCES, AND ANY 07HER FEATURES WITHIN 7HE LIMITS OF
<br />WORK. PHOTOS AND VIDEOTAPE SHALL BE DELIVERED TO THE COUNTY ENGINEER.
<br />RA
<br />42'
<br />EROSION & SEDIMENT CONTROL MEASURES:
<br />1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE EFFECTIVE FOR THE DURA 77ON OF
<br />CONSTRUCTION.
<br />2. AF7FR THE UNDERGROUND STORM DRAIN SYSTEM IS INSTALLED, THE CATCH BASINS WILL BE
<br />INSTALLED (AS SOON AS PRACTICAL) AND ROCK BARRIER BAGS WILL BE PLACED AROUND THOSE
<br />CATCH BASINS AS SHOWN ON 7HIS PLAN UN77L THIS S/TF /S PAVED.
<br />3. SHOULD 7HE ON-SITE STORM DRAINS NOT BE INSTALLED COMPLE7ELY BY OCTOBER 15, THE
<br />CONTRACTOR SHALL CONSTRUCT 7EMPORARY SEDIMENT BASINS AT 7HE EXIS77NG STORM PIPES
<br />STUBBED TO 7HE S/7E
<br />4. PERSON RESPONSIBLE FOR IMPLEMENTA 77ON OF EROSION AND SEDIMENTA 77ON PLAN.
<br />RMC CONS7RUCTORS
<br />5045 E. McKINLEY A VE
<br />FRESNO, CA 93727
<br />5. THE CONTRACTOR SHALL PLACE 3"-6" COARSE AGGREGA7E AS A GRAVEL ROADWAY (12" MIN. THICK
<br />FOR THE FULL WIDTH AND 50 FEET LONG) AT EACH D/W ENTRANCE TO SITE. ANY MUD THAT IS
<br />TRACKED ONTO PUBLIC STREETS SHALL BE REMOVED THAT SAME DAY AND AS REQUIRED BY SAN
<br />JOAQUIN COUNTY.
<br />6. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UN17L DISTURBED AREAS ARE STABILIZED
<br />AND CHANGES TO THIS EROSION AND SEDIMENT CONTROL PLAN SHALL BE MADE TO MEET FIELD
<br />COND/17ONS ONLY WI7H THE APPROVAL OF OR AT THE DIREC77ON OF THE COUNTY ENGINEER.
<br />7. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MA7ERIAL AND DEBRIS THE SITE SHALL BE
<br />MAINTAINED SO AS TO MINIMIZE SEDIMENT -LADEN RUN-OFF TO ANY STORM DRAINAGE SY57EM.
<br />8. THIS PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING. PLANS ARE TO BE RESUBMITTED
<br />FOR COUNTY APPROVAL PRIOR TO THE SEPTEMBER FIRST OF EACH SUBSEQUENT YEAR UN77L 7HE
<br />SI7E IMPROVEMENTS ARE ACCEPTED BY THE COUNTY.
<br />9. ALL EROSION CONTROL FACILITIES MUST BE INSPECTED AND REPAIRED AT THE END OF EACH WORKING
<br />DAY DURING THE RAINY SEASON.
<br />10. SEDIMENT BASINS SHALL BE CLEANED OUT WHENEVER SEDIMENT REACHES THE SEDIMENT CLEANOUT
<br />LEVEL INDICATED ON THE PLANS
<br />11. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PRO7ECTFD WITH APPROPRIATE EROSION
<br />CONTROL MEASURES TO THE SA 77SFAC77ON OF THE COUNTY ENGINEER.
<br />12. ALL CUT AND FILL SLOPES ARE TO BE PR07FC7FD TO PREVENT OVERBANK FLOW.
<br />13. INLETS WHICH ARE NOT USED IN CONJUNC77ON WITH ROCK BARRIER BAGS OR SEDIMENT BASINS
<br />SHOULD BE COVERED, OR OTHERWISE ADJUSTED TO PREVENT INFLOW, UNLESS THE AREA DRAINED IS
<br />UNDISTURBED OR STABILIZED.
<br />14. THIS PLAN MAY NOT COVER ALL THE SITUA77ONS THAT ARISE DURING CONSTRUC77ON DUE TO
<br />AN77CIPA7ED FIELD CON0177ONS. VARIA77ONS MAY BE MADE TO THE PLAN IN THE FIELD SUBJECT TO
<br />THE APPROVAL OF THE ENGINEER.
<br />15. DETAILS FOR THE CONSTRUC77ON OF FACIL177ES ARE SHOWN ON THESE PLANS.
<br />16. MASS GRADED AREAS SHALL HA VE A SOIL BINDER APPLIED UPON C014PLE77ON OF GRADING AS
<br />SPECIFIED IN THE SWPPP
<br />17. A SWPPP HAS BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR
<br />IMPLEMEN77NG SWPPP INCLUDING QSP SERVICES WDID# 5S39080250
<br />18. CONTRACTOR SHALL HYDROSEED ALL DISTURBED AREAS NOT RECEIVING FINAL LANDSCAPING WITH A
<br />NA 77VE NON-IRRIGA TED MIX. USE VALLEY HABITAT - ]RACY MIX BY PACIFIC COAST SEED.
<br />19. CON7RACTOR TO CLEAN SEDIMENT OUT OF STORM DRAIN LA7ERALS FOR EXIS77NG LA7ERALS CROSSING
<br />OLD SCHULTF ROAD.
<br />84'
<br />42'
<br />RA
<br />tt
<br />4.5' i 5.5' 2' i 30' 30' 2' 5.5' 4.5'
<br />VER 77CAL ".
<br />AND SIDEWALK
<br />1. THE S7RUC7URAL SEC77ON SHALL BE DETERMINED BY THE ROADWA Y DESIGN STANDARDS
<br />AND COUNTY STANDARD DRAWING NO. R-18.
<br />2. FOR CURB, GUTTER AND SIDEWALK DETAILS, REFER TO COUNTY STANDARD DRAWING NO.
<br />R-7.
<br />GA TEWA Y BOULEVARD
<br />NOT TO SCALE
<br />J111UU/U/IFIL JLI,//V/Y. /./.-/25, R=5
<br />8.5" AC OVER
<br />13" CLASS lI AB OVER 18" LIME TREATED SOIL
<br />Know what's below.
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<br />DATE
<br />OCTOBER, 2019
<br />SCALE
<br />AS SHOWN
<br />DESIGNER
<br />SS
<br />DRAWN BY
<br />JTQ
<br />JOB NO. A08579-14
<br />SHEET
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<br />OF
<br />6 SHEETS
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