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LEGEND <br />AC. <br />ASPHALT CONCRETE <br />BC <br />BEGINNING OF CURVE <br />CB <br />CATCH BASIN <br />CL <br />CENTERLINE <br />EC <br />END OF CURVE <br />EP <br />EDGE OF PAVEMENT <br />FC <br />FACE OF CURB <br />FL <br />FLOWLINE <br />GB <br />GRADE BREAK <br />INV. <br />INVERT <br />LF <br />LINEAR FEET <br />MH <br />MANHOLE <br />PL <br />PROPERTY LINE <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />PVC <br />POLYVINYL CHLORIDE <br />SD <br />STORM DRAIN <br />SS <br />SANITARY SEWER <br />TC <br />TOP OF CURB <br />W <br />WATER <br />FG <br />FINISH GRADE <br />PROPOSED SURVEY MONUMENT <br />• PROPOSED MANHOLE <br />IMPROVEMENT <br />BLOSSOM <br />PLANS FOR. <br />COURT <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />JULY, 2001 <br />VICINITY MAP <br />GENERAL NOTES <br />1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE COUNTY OF SAN JOAQUIN <br />CONSTRUCTION SPECIFICATIONS AND COUNTY STANDARD PLANS. <br />2. ALL CONSTRUCTION STAKING SHALL BE DONE BY DILLON & MURPHY. STAKING BY OTHERS SHALL <br />BE AT THEIR OWN RISK AND DILLON & MURPHY IS NOT RESPONSIBLE FOR FIELD CHANGES. <br />3. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB <br />SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY <br />FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND <br />NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, <br />INDEMNIFY AND HOLD THE OWNER, SAN JOAQUIN COUNTY AND THE ENGINEER HARMLESS FROM ANY AND <br />ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, <br />EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. <br />4. THE EXISTING UNDERGROUND UTILITIES SHOWN WERE PLOTTED FROM EXISTING AVAILABLE RECORDS <br />OBTAINED FROM THE UTILITY COMPANIES. NEITHER THE OWNER NOR THE ENGINEER SHALL BE <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 <br />CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN FROM ALL <br />UTILITY COMPANIES THE FIELD LOCATION OF THEIR UNDERGROUND FACILITIES. ALL KNOWN <br />OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED <br />WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. <br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING <br />IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE <br />CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE. <br />6. 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 <br />OF ANY EXCAVATION WORK BY CALLING 800-642-2444. <br />7. APPROPRIATE DUST CONTROL IS TO BE PROVIDED FOR THE ALLEVIATION OR PREVENTION OF A <br />DUST NUISANCE AT THE CONTRACTOR'S EXPENSE. <br />8. CONTRACTOR SHALL GIVE THE CIVIL ENGINEER A MINIMUM OF 48 HOURS NOTIFICATION PRIOR <br />TO ANY AND ALL STAKING. <br />9. PIPE MATERIAL SHALL BE AS FOLLOWS: <br />A. WATER: C900 CL150 PVC <br />B. STORM DRAIN: H.D.P.E. (ADS OR EQUIVALENT) <br />C. SEWER: SDR35 <br />PROPOSED <br />FIRE HYDRANT <br />� <br />PROPOSED <br />STREET <br />LIGHT <br />24" SD <br />PROPOSED <br />STORM <br />DRAIN - H.D.P.E. <br />6" SS <br />PROPOSED <br />SANITARY SEWER - SDR 35 <br />10. <br />PROPOSED <br />WATER <br />- PVC C900 CL150 <br />Bo.00 INv <br />DESIGN GRADE <br />--- od <br />PROPOSED <br />WATER <br />VALVE <br />IMPROVEMENT <br />BLOSSOM <br />PLANS FOR. <br />COURT <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />JULY, 2001 <br />VICINITY MAP <br />GENERAL NOTES <br />1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE COUNTY OF SAN JOAQUIN <br />CONSTRUCTION SPECIFICATIONS AND COUNTY STANDARD PLANS. <br />2. ALL CONSTRUCTION STAKING SHALL BE DONE BY DILLON & MURPHY. STAKING BY OTHERS SHALL <br />BE AT THEIR OWN RISK AND DILLON & MURPHY IS NOT RESPONSIBLE FOR FIELD CHANGES. <br />3. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB <br />SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY <br />FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND <br />NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, <br />INDEMNIFY AND HOLD THE OWNER, SAN JOAQUIN COUNTY AND THE ENGINEER HARMLESS FROM ANY AND <br />ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, <br />EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. <br />4. THE EXISTING UNDERGROUND UTILITIES SHOWN WERE PLOTTED FROM EXISTING AVAILABLE RECORDS <br />OBTAINED FROM THE UTILITY COMPANIES. NEITHER THE OWNER NOR THE ENGINEER SHALL BE <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 <br />CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN FROM ALL <br />UTILITY COMPANIES THE FIELD LOCATION OF THEIR UNDERGROUND FACILITIES. ALL KNOWN <br />OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED <br />WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. <br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING <br />IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE <br />CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE. <br />6. 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 <br />OF ANY EXCAVATION WORK BY CALLING 800-642-2444. <br />7. APPROPRIATE DUST CONTROL IS TO BE PROVIDED FOR THE ALLEVIATION OR PREVENTION OF A <br />DUST NUISANCE AT THE CONTRACTOR'S EXPENSE. <br />8. CONTRACTOR SHALL GIVE THE CIVIL ENGINEER A MINIMUM OF 48 HOURS NOTIFICATION PRIOR <br />TO ANY AND ALL STAKING. <br />9. PIPE MATERIAL SHALL BE AS FOLLOWS: <br />A. WATER: C900 CL150 PVC <br />B. STORM DRAIN: H.D.P.E. (ADS OR EQUIVALENT) <br />C. SEWER: SDR35 <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />APPROVED: &, .4 � <br />SENIOR CIVIL ENGINEER <br />RCE NO. 33 -7'Z <br />_x <br />INTERIM DIRECTOR OF PUBLIC WORKS <br />COUNTY OF SAN JOAQUIN <br />B./? 2- X01 <br />DATE <br />EXP. DATE: 4130%2 <br />O ev7A/ <br />DATE <br />SAN JOAQUIN COUNTY PUBLIC HEALTH SERVICES <br />APPROVED: ENVIRONMENTAL HEALTH SERVICES <br />�✓ LLL ilk <br />/f <br />DATE:i �Z 9,041 <br />APPROVED: SAN JOAQUIN BUREAU OF FIRE PROTECTION <br />BY: dJ[ir. DATE:yP-21-200/ <br />B Y. <br />APPROVED: LOCKEFORD COMMUNITY SERVICES DIST. <br />DATE: L�-2/"O/ <br />No. I REVISION I DATE I BY <br />BENCH MARK: BRASS CAP <br />75' EAST OF HW. 88 AT <br />BOTTOM OF "PAYLESS" <br />SIGN, STAMPED: <br />SJCO MN -10.3 BM" <br />USC&GS DATUM. EL=96.71 <br />CONSULTANT_' <br />Z cm . <br />>-- <br />� <br />NOT TO <br />SCALE <br />85 <br />azy <br />Z <br />O <br />o <br />lZil <br />10. <br />ROAD SECTION SHALL BE 3" AC, 9.5" AB ® 957 RC, 12" COMPACTED SUBGRADE ® 907 RC <br />Z <br />z <br />W <br />11. <br />THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE WATER RESOURCES CONTROL <br />OLJ <br />J <br />O = <br />O <br />BOARD, ORDER NO. 92-06-DWQ, NPDES GENERAL PERMIT NO. CAS000002. THE CONTRACTOR SHALL <br />CD <br />2 <br />W <br />Z <br />; <br />cQ <br />DEVELOP, IMPLEMENT AND MONITOR A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN <br />c� <br />W <br />ACCORDANCE WITH THE ABOVE PERMIT. <br />GRADING THAT DISTURBS MORE THAN FIVE (5) ACRES WILL REQUIRE A NATIONAL POLLUTANT DISCHARGE <br />ELIMINATION SYSTEM PERMIT. <br />UTILITY/DISTRICTS <br />12. <br />REFER TO CALTRANS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR LOCATIONS OF TRAFFIC MARKINGS. <br />13. <br />TESTING OF INSTALLED SEWER AND WATER FACILITIES PER LOCKEFORD COMMUNITY SERVICES DISTRICT (LCSD). <br />SHEET <br />INDEX <br />LCSD SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO START OF TESTING. ANY FACILITIES FAILING TO <br />TELEPHONE: <br />PACIFIC BELL TELEPHONE COMPANY <br />MEET REQUIREMENTS SHALL BE REPAIRED AND RE -TESTED. <br />NATURAL GAS & <br />14. <br />TIE INTO EXISTING SYSTEM SHALL BE COORDINATED WITH LCSD TO MINIMIZE DISRUPTION TO EXISTING <br />ELECTRICITY: <br />PACIFIC GAS & ELECTRIC COMPANY <br />SEWER AND WATER SERVICE. CONTRACTOR SHALL PROVIDE AT LEAST 48 HOUR NOTICE. <br />SANITARY DISTRICT: <br />DOMESTIC <br />DOMESTIC WATER: <br />LOCKEFORD COMMUNITY SERVICES <br />LOCKEFORD COMMUNITY SERVICES <br />DIST. <br />DIST. <br />SHEET <br />NO. <br />DESCRIPTION <br />15. <br />PR®vl� "Mo �ARKINL7��S1(�PIS oN ®OTW SID€S OF S-rAiE`T:P@2 cowrrl t-- <br />STORM DRAINAGE: <br />LOCKEFORD COMMUNITY SERVICES <br />DIST. <br />STREET LIGHTING: <br />LOCKEFORD COMMUNITY SERVICES <br />DIST. <br />CID <br />TITLE SHEET <br />Cl <br />OVERALL GRADING PLAN <br />C4 <br />IMPROVEMENT PLANS - BLOSSOM COURT <br />C5 <br />IMPROVEMENT PLANS - HIGHWAY 88 <br />CD1 <br />DETAIL SHEET <br />CD2 <br />DETAIL SHEET <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />APPROVED: &, .4 � <br />SENIOR CIVIL ENGINEER <br />RCE NO. 33 -7'Z <br />_x <br />INTERIM DIRECTOR OF PUBLIC WORKS <br />COUNTY OF SAN JOAQUIN <br />B./? 2- X01 <br />DATE <br />EXP. DATE: 4130%2 <br />O ev7A/ <br />DATE <br />SAN JOAQUIN COUNTY PUBLIC HEALTH SERVICES <br />APPROVED: ENVIRONMENTAL HEALTH SERVICES <br />�✓ LLL ilk <br />/f <br />DATE:i �Z 9,041 <br />APPROVED: SAN JOAQUIN BUREAU OF FIRE PROTECTION <br />BY: dJ[ir. DATE:yP-21-200/ <br />B Y. <br />APPROVED: LOCKEFORD COMMUNITY SERVICES DIST. <br />DATE: L�-2/"O/ <br />No. I REVISION I DATE I BY <br />BENCH MARK: BRASS CAP <br />75' EAST OF HW. 88 AT <br />BOTTOM OF "PAYLESS" <br />SIGN, STAMPED: <br />SJCO MN -10.3 BM" <br />USC&GS DATUM. EL=96.71 <br />CONSULTANT_' <br />C <br />;W; <br />F-- <br />Z cm . <br />>-- <br />� <br />� <br />a <br />85 <br />azy <br />Z <br />O <br />o <br />lZil <br />U <br />Z <br />z <br />W <br />a$ <br />OLJ <br />J <br />O = <br />O <br />N <br />CD <br />2 <br />W <br />Z <br />; <br />cQ <br />AU <br />c� <br />W <br />C <br />;W; <br />F-- <br />Z <br />>-- <br />� <br />J <br />F— <br />Z <br />O <br />o <br />U <br />U <br />Z <br />z <br />W <br />OLJ <br />O <br />(:)O <br />M <br />cQ <br />en <br />TITLE SHEET <br />JOB No. UU4451 I LF'LAN <br />DATE 7-2001 <br />DRAWN S M <br />CHECKED <br />Sheet Number <br />CO <br />�o� <br />
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