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i 16. CONTRACTOR TO REFERENCE AND RESTORE ALL "RECORDED" EXISTING GENERAL NOTES (CIVIL): AB ANCHOR BOLT/AGGREGATE BASE JP JOINT POLE MONUMENTS AND/OR PROPERTY CORNER REFERENCES DESTROYED, REMOVED NEW FASTING DESI RIPiTON AC ASPHALTIC CONCRETE 1. ALL NEW IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OR DISTURBED DURING THE COURSE OF CONSTRUCTION. OF THESE PLANS AND SPECIFICATIONS, AND THE LATEST EDITION OF SAN KV KILOVOLT JOAQUIN COUNTY STANDARD SPECIFICATIONS AND PLANS AND THE JULY 1992 17, WHERE EXISTING FENCES ARE TO BE REMOVED FOR CONSTRUCTION PURPOSES ® ® DFOP INLET BC BEGINNING OF CURVE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD CONTRACTOR SHALL REMOVE AND REPLACE THE FENCING IN KIND. WHERE THE ® CAT^H BASIN BM BENCH MARK LF LINEAL FEET a SPECIFICATIONS. EXISTING FENCE IS USED FOR PROPERTY SECURITY AND/OR CONTAINMENT BDC BACK OF CURB LIN LINEAR CONTRACTOR SHALL ERECT TEMPORARY FENCING DURING (NOT SHOWN ON 0 AGRIC ILTURAL IRRIGATION VALVES DOW/BW BACK OF WALK LP LOW POINT 2. THE INTENT IS THAT THESE PLANS REQUIRE ALL LABOR AND MATERIALS PLANS) CONSTRUCTION AS SHOWN HEREON OR AS DIRECTED BY THE OWNERS @ STORM DRAIN MANHOLE (EXCEPT AS SPECIFIED IN THE SPECIFICATIONS) NECESSARY AND PROPER FOR REPRESENTATIVE. • 0 ROOF DRAIN CB CATCH BASIN MAX MAXIMUM THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED INo STAND PIPES CC CENTER TO CENTER MB MACHINE BOLT ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL 18, CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT AND PAY ALL FEES CIP CAST IRON PIPE AIN MAINTENANCE HOLE NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES AND DUE FOR SAID PERMIT PRIOR TO START OF CONSTRUCTION. CL CENTERLINE ANN MINIMUM AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS. IF THE 0 (D CLEANOUT CMP CORRUGATED METAL PIPE MON MONUMENT ALL WORK IN PUBLIC RIGHT-OF-WAY SUBJECT TO THE APPROVAL AND PLANS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN 19. ACCEPTANCE OF SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT © SANITARY SEWER MANHOLE CMU CONCRETE MASONRY UNIT . COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE CONK: CONCRETE NIC NOT IN CONTRACT IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST 19, CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ® OO WATER METER CDNT CONTINUOUS NIS NOT TO SCALE QUALITY ARE TO BE USED. JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, ® O BLOWOFF VALVE CR CURB RETURN 3. THE TYPES, LOCATION, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS REQUIREMENT SHALL * FIRE HYDRANT ASSEMBLY CTR CENTER OC ON CENTER UTILITIES AS SHOWN ON THESE PLANS WERE OBTAINED BY THE DESIGN APPLY CONTINUOSLY AND NOT TO BE LIMITED TO NORMAL WORKING HOURS; N pd WATER VALVE CY CUBIC YARD OD OUTSIDE DIAMETER ENGINEER FROM "OUTSIDE SOURCES," BELIEVED TO BE RELIABLE. HOWEVER, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS, OG ORIGINAL GROUND THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE COUNTY OF SAN JOAQUIN, ITS ELECTED OFFICIALS, OFFICERS, EMPLOYEES, POST INDICATOR VALVE D STORM DRAIN THE TYPES, EXTENT, SIZES, LOCATION, AND DEPTHS OF SUCH UNDERGROUND AND AGENTS FROM ANY AND ALL CLAIMS, COSTS OF LITIGATION, DAMAGES, AND 4 ct FIRE DEPARTMENT CONNECTION DI DROP INLET RAV PAVEMENT UTILITIES. KJELDSEN, SINNOCK & NEUDECK ASSUMES NO RESPONSIBILITY FOR ATTORNEY'S FEES, FOR PERSONAL INJURY OR PROPERTY DAMAGE OF WHATEVER ® IRRIGATION CONTROL VALVE DIA DIAMETER pB PULL BOX THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH NATURE WHICH ARE CLAIMED TO HAVE OCCURED DURING THE TERM OF THIS o PRESSURE VACUUM BREAKER DMI DIMENSION PC PRIMARY CONTROL UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT PROJECT. a BACKFLOW PREVENTER DW DOMESTIC WATER PN POST INDICATOR VALVE SHOWN ON THESE DRAWINGS. 19. TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE MANUAL OF TRAFFIC PL PROPERTY LINE OR PLATE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF CONTROLS CALTRANS , SAN JOAQUIN COUNTY STANDARDS AND AS SHOWN ON E ELECTRIC POC POINT OF CONNECTION ( ) ■ ❑ PULL BOX EA EACH Pp POWER POLE ALL EXISTING UNDERGROUND UTILITIES AND SHALL CONTACT THE RESPECTIVE THE PLANS • O UTILITY POLE EB ELECTRICAL BOX PR PAIR UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK. HE SHALL BE a-0 # LIGHT EC END OF CURVE PRC POINT OF REVERSE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES EJ EXPANSION JOINT CURVATURE IN THE AREA OF CONSTRUCTION, AND SHALL NOTIFY UTILITY COMPANIES o-o TEMPORARY LIGHT TWENTY-FOUR HOURS IN ADVANCE OF ANY CONSTRUCTION UNDERGROUND CONSTRUCTION NOTES: ELEV ELEVATION PSI POUNDS PER SQUARE FOOT ( EP EDGE OF PAVEMENT PSI POUNDS PER SQUARE INCH SERVICE ALERT 1 -800-642-2444). 1. THE CONTRACTOR SHALL LAYOUT IMPROVEMENTS FROM THE ® GAS REGULATOR ESCP EXTRA STRENGTH CONCRETE PIPE PUE PUBLIC UTILITIES EASEMENT 5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 1540 (A)(1) OF THE DIMENSIONS SHOWN ON THE PLANS. ANY CLARIFICATION ON © © GAS METER EW EACH WAY PVCP POLYVINYLCHLORIDE PIPE CONFLICTS, DISCREPANCIES OR AMBIGUITIES SHOULD BE DIRECTED H pd GAS VALVE EXIST/(E) EXISTING CONSTRUCTION SAFETY ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION CODE TO THE DESIGN ENGINEER PRIOR TO THE CONSTRUCTION OF THE R RADIUS SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH IMPROVEMENTS. FDC FIRE DEPARTMENT CONNECTION RCP REINFORCED CONCRETE PIPE STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND FDN FOUNDATION ROW REINFORCED HEALTH ACT OF 1973, AS AMENDED, WHICH STATES: 2. THE CONTRACTOR SHALL BE RL,-PONSIBLE FOR MATCHING EXISTING . o POST OR BOLLARD PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE SURROUNDING LANDSCAPE AND G HER IMPROVEMENTS WITH A FF FINISHED FLOOR RWD REDWOOD WHETHER UNDERGROUND INSTALLATION: I.E., SEWER, WATER, FUEL, ELECTRIC TRANSITION IN PAVING, CURBS, GUTILRS. SIDEWALKS, GRADES, 'I SIGN POST LOCATION FG FINISH GRADE R/W RIGHT OF WAY LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH UNDERGROUND ETC., AND TO AVOID ANY ABRUPT OR 'PPARENT CHANGES IN FH FIRE HYDRANT INSTALLATIONS ARE LJCATED. WHEN THE EXCAVATION APPROACHES THE ROSS SLOPES, LOW SPOTS OR HAZARDOUS CONDITIONS. S-0.003 PIPE SLOPE, GUTTER SLOPE FTN FINISH S SLOPE APPROXIMATE LOCATION OF SUCH AN INSTALLATION, THE EXACT LOCATION FL FLOW LINE SD STORM DRAIN SHALL BE DETERMINED BY CAREFUL PROBING OR AND DIGGING; AND WHEN IT 3. WHERE PAVEMENT IS TO BE EXTENDED, EXISTING PAVEMENT SHALL o5F e�° SPOT ELEVATION FLR FLOOR SPEC SPECIFICATION IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING BE SAW-CUT. �' k FM FORCE MAIN So SQUARE INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA FOC/FC FACE OF CURB SOFT SQUARE FEET CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS 4. ALL NEW CONCRETE FLATWORK SHALL BE DRILLED AND DOWELED FT FEET SQYD SQUARE YARD PRIOR TO THE START OF ACTUAL EXCAVATION. AND/OR KEYED INTO EXISTING FLATWORK IN ACCORDANCE WITH FW FIRE WATER SS SANITARY SEWER SAN JOAQUIN COUNTY STANDARD PLANS AND SPECIFICATIONS. STA STATION 6, THE CON- R',CTOR SHALL PROVIDE SHORING, BRACING, SLOPING OR PROVISIONS GA GAUGE SID STANDARD TO PROTECT WORKMEN FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF FIVE 5. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY G GAS FEET OR MORE. SAID PROTECTION TO BE DONE IN ACCORDANCE WITH THE SIGNS FOR ALL REGULATOR TRAFFIC SIGN REMOVED DURING THE GAL GALLON TEL TELEPHONE REQUIREMENTS OF LOCAL, STATE, AND FEDERAL REGULATIONS (CAL-OSHA, OSHA). 6. ALL GRADING TO BE DONE IN ACCORDANCE WITH THE GALV GALVANIZED TC TOP OF CURB RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL GPM GALLONS PER MINUTE TOG TOP OF GRATE INVESTIGATION PREPARED BY: KLEINFELDER, INCORPORATED. GR GRATE TOW TOP OF WALK 7. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE REMOVAL TP TELEPHONE POLE AND/OR RELOCATION OF ALL EXISTING UTILITIES WITH RESPECTIVE UTILITY 7, CUT/FILL SLOPES SHALL BE NO STEEPER THAN TWO HORIZONTAL HORR HORIZONTAL TPB TELEPHONE PULL BOX COMPANIES. TO ONE VERTICAL. HP HIGH POINT TFR TRANSFORMER 8. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT-OF- WAY TYP TYPICAL PRIOR TO COMPLETION OF UTILITY RELOCATION WITHOUT SPECIFIC APPROVAL OF 8. THE INTENT IS TO BALANCE THE FR IS RORK AT THE ROUGH ID INSIDE DIAMETER (DIM) GRADING STAGE. THE CONTRACTOR A SHALL SBILE FOR IG INTERRUPTABLE GAS W WATER THE SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT. VERIFYING THE GRADING QUANTITIES AND SHALL COMPENSATE FOR SYMBOLS IN INCH 9. ALL TRENCHES AND CROSS TRENCHES WITHIN EXISTING STREETS SHALL BE BACK ANY FUTURE UNDERGROUND UTILITY TRENCH SPOIL. IF DURING INV INVERT YD YARDS 10. FILLED AND PAVED WITH TEMPORARY PAVING THE SAME DAY THE PAVEMENT CUT IS THE GRADING PROCESS THE CONTRACTOR DETERMINES THERE IS IP IRON PIPE MADE OR COVERED WITH STEEL PLATES AS DIRECTED BY SAN JOAQUIN COUNTY EITHER AN EXCESS OR SHORTAGE OF DIRT, THE CONTRACTOR 1M IRRIGATION PUBLIC WORKS DEPARTMENT. SHALL NOTIFY THE ENGINEER OF THE APPROXIMATE SHORTAGE OR INTX INTERSECTION EXCESS YARDAGE OF DIRT, IN TURN THE ENGINEER WILL MAKE 10. ASBESTOS CEMENT MATERIALS SHALL NOT BE USED IN THE CONSTRUCTION OF ANY ADJUSTMENT TO THE PLAN TO ACCOMODATE THE QUANTITY FACILITIES WITHIN THIS PROJECT. DISCREPANCY. BENCH MARK 11. THE CONTRACTOR SHALL EXPOSE ALL EXISTING SEWERS, STORM DRAINS. AND Q - CONTROL POINT OR T.B.M. CLEARANCES OF KNOWN CROSSINGS WITH OTHER UTILITIES BEFORE INSTALLING NEW PIPELINES. IF THE CONTRACTOR DETERMINES THE EXISTING INVERTS ARE NOT IN DETAIL INDICATOR CONFORMANCE WITH THE PLANS, HE SHALL NOTIFY THE ENGINEER BEFORE 5 DETAIL IDENTIFICATION NUMBER ABBREVIATIONS PERFORMING ANY WORK. C1.01 DRAWING WHERE DETAIL IS SHOWN 12. PRIOR TO PLACEMENT OF ANY FINISH ASPHALT CONCRETE OR CONCRETE, THE COUNTY WIDE STANDARDS CONTRACTOR SHALL VERIFY ALL FINISH GRADES AND SLOPES FOR COMPLIANCE DETAIL INDICATOR WITH THE AMERICANS WITH DISABILITIES ACT (ADA). DRAWING NUMBER DRAWING TITLE O NOTE: DRAWING NOTE WILL IDENTIFY WHERE DETAIL IS SHOWN 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT CW- TYPE 2 CURB INLET CR & SIDE PROPOSED EXISTING DESCRIPTION WRITTEN AUTHORIZATION FROM THE OWNER REPRESENTATIVE. CW-C7 VERTICAL CURB, GUTTER & SIDEWALK REVISION CW-C11 TYPE 1 COMMERCIAL DRIVEWAY R-24 BARRICADES FOR TERMINATING STREETS A REVISION NUMBER — 2"SD — - - STORM DRAIN UNE 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE SITE AND R-26 TRAFFIC SIGNS SURROUNDING AREAS RESULTING FROM OPERATIONS PRIOR TO ACCEPTANCE OF HIS R-32 STREET LIGHTING POLES AND SYMBOLS SECTION INDICATOR - ®- - SANITARY SEWER LINE 5 DETAIL IDENTIFICATION NUMBER WORK. 2. DRAWING WHERE DETAIL IS DRAWN 1 O"W — - - -10"W- - - WATER LINE 15. DURING CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF GAS - - -GAS- - - GAS LINE EXISTING FACILITIES. THE CONTRACTOR IS RESPONSIBLE TO REPAIR, TO THE SHEET DESCRIPTIONS MATCH LINE - SATISFACTION OF SAN JOAQUIN COUNTY, ANY FACILITIES DAMAGED DURING SHADED PORTION IS THE SIDE CONSIDERED TEL - -TEL- - - COMMUNICATION LINE SN CONSTRUCTION AT NO COST TO THE OWNER. FF[ DESCRIPTION 5 NUMBER INDICATES ADJACENT DRAWING 1 TITLE SHEET 12KV - - -12KV-- - ELECTRICAL LINE 15. A TRAFFIC CONTROL PLAN (TCP) SHALL BE SUBMITTED TO AND DEEMED 2 GENERAL CIVIL NOTES NOTE INDICATOR ACCEPTABLE BY COUNTY PRIOR TO START OF WORK. tHIS SHALL ADDRESS ALL 3 LAYOUT PLAN 5 1"C - - -1"C- - - ELECTRICAL CONDUIT PHASED OF WORK WHICH IMPACT PUBLIC TRAFFIC. cONFORMANCE WITH THE TCP 4 STRIPING PLAN ❑ NOTE NUMBER AS INDICATED SHALL BE MAINTAINED AT ALL TIMES. A MINIMUM OF ONE 10' TRAFFIC LANE SHALL 5 ROUGH GRADING BE MAINTAINED AT ALL TIMES, WITH TRAFFIC DELAYS LIMITED TO A MAXIMUM OF 15 6 DETAIL SHEET MINUTES. A MINIMUM OF TWO 10' TRAFFIC LANES SHALL BE MAINTAINED DURING 7 DETAIL SHEET NON-WORKING HOURS. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 12 OF THE CALTRANS STANDARD SPECIFICATIONS. ALL PAVEMENT CUTS SHALL BE NEATLY LINE CUT. PAVEMENT RESTORAL FOR LONGITUDINAL TRENCHES SHALL NOT RESULT IN A "COLD JOINT" WITHIN THREE FEET OF AN EXISTING EDGE OF PAVEMENT (i.e. NO "RIBBON PATCHES" GENERAL NOTES COUNTY WIDE STANDARDS, SHEET NUMBERS CONVENTIONS LINETYPES 'F' -WD-227-26 CPN SSs � SAN JOAQUIN COUNTY Revisions Design MRC Scale Job No. K KJELDSEN No. Date B Description nts 1548-0020 S SI N N OC K Post Office Box Avenue IMPROVEMENTS FOR y P Drawn etre C � ~ N0. 32192 T� 711 N. Pershing Avenue DMA Sheet Number EXP. 12/31 2004 N N E U DECK Stockton, (2o)9946''-02684 THORNTON ROAD REALIGNMENT Check SKS 2 Of 7 1 / rrq O V1 INC. Co suiting Engineers Faxes: (209) 946-0296inc.coGENERAL CIVIL NOTES Date d�`' and Land Surveyors E-mail: KSN®ksninc.com O1 /1 $/01 File Number