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<br /> GENERAL NOTES (CIVIL): 16. CONTRACTOR TO REFERENCE AND RESTORE ALL "RECORDED" EXISTING AB ANCHOR BOLT/AGGREGATE BASE JP JOINT POLE
<br /> 1. ALL NEW IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS MONUMENTS AND/OR PROPERTY CORNER REFERENCES DESTROYED, REMOVED NEW EXISTING DESCRIPTION AC ASPHALTIC CONCRETE
<br /> OR DISTURBED DURING THE COURSE OF CONSTRUCTION. KV KILOVOLT
<br /> OF THESE PLANS AND SPECIFICATIONS, AND THE LATEST EDITION OF SAN
<br /> JOAQUIN COUNTY STANDARD SPECIFICATIONS AND PLANS AND THE JULY 1999 17. WHERE EXISTING FENCES ARE TO BE REMOVED FOR CONSTRUCTION PURPOSES BC BEGINNING OF CURVE
<br /> STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD CONTRACTOR SHALL REMOVE AND REPLACE THE FENCING IN KIND. WHERE THE ® © DROP INLET BM BENCH MARK LF LINEAL FEET
<br /> SPECIFICATIONS (WITH EXCEPTION THAT ENGLISH UNITS ARE TO BE USED IN EXISTING FENCE IS USED FOR PROPERTY SECURITY AND/OR CONTAINMENT, ® CATCH BASIN BGC BACK OF CURB LIN LINEAR
<br /> PLACE OF METRIC) CONTRACTOR SHALL ERECT TEMPORARY FENCING DURING (NOT SHOWN ON 0 AGRICULTURAL IRRIGATION VALVES BOIll BACK OF WALK LP LOW POINT
<br /> PLANS) CONSTRUCTION AS DIRECTED BY THE OWNER'S REPRESENTATIVE. @ STORM DRAIN MANHOLE
<br /> 2, THE INTENT IS THAT THESE PLANS REQUIRE ALL LABOR AND MATERIALS • o ROOF DRAIN CB CATCH BASIN MAX MAXIMUM
<br /> (EXCEPT AS SPECIFIED IN THE SPECIFICATIONS) NECESSARY AND PROPER FOR 18. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT AND PAY ALL FEES o STAND PIPES CC CENTER TO CENTER MB MACHINE BOLT
<br /> THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN DUE FOR SAID PERMIT PRIOR TO START OF CONSTRUCTION. CIP CAST IRON PIPE MH MAINTENANCE HOLE
<br /> ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL p 0 CLEANOUT CL CENTERLINE MIN MINIMUM
<br /> NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES AND 19. ALL WORK IN COUNTY RIGHT-OF-WAY SUBJECT TO THE APPROVAL AND CMP CORRUGATED METAL PIPE MON MONUMENT
<br /> AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS. IF THE ACCEPTANCE OF SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT. 0 OO SANITARY SEWER MANHOLE CMU CONCRETE MASONRY UNIT
<br /> PLANS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN CONC CONCRETE NK: NOT IN CONTRACT
<br /> COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE 19. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR © WATER METER CONT CONTINUOUS NTS NOT TO SCALE
<br /> IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, ® ® BLOWOFF VALVE CR CURB RETURN
<br /> QUALITY ARE TO BE USED. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS REQUIREMENT SHALL CTR CENTER OC ON CENTER
<br /> �}
<br /> 3. THE TYPES, LOCATION, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND APPLY CONTINUOSLY AND NOT TO BE LIMITED TO NORMAL WORKING HOURS; FIRE HYDRANT ASSEMBLY CY CUBIC YARD OD OUTSIDE DIAMETER
<br /> 04 pd WATER VALVE OG ORIGINAL GROUND
<br /> UTILITIES AS SHOWN ON THESE PLANS WERE OBTAINED BY THE DESIGN AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS,
<br /> ENGINEER FROM "OUTSIDE SOURCESBELIEVED TO BE RELIABLE. HOWEVER, THE COUNTY OF SAN JOAQUIN, ITS ELECTED OFFICIALS, OFFICERS, EMPLOYEES, 014POSTINDICATOR VALVE D STORM DRAIN
<br /> THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL AND AGENTS FROM ANY AND ALL CLAIMS, COSTS OF LITIGATION, DAMAGES, AND 4 Cf FIRE DEPARTMENT CONNECTION DI DROP INLET PAV PAVEMENT
<br /> THE TYPES, EXTENT, SIZES, LOCATION, AND DEPTHS OF SUCH UNDERGROUND
<br /> ATTORNEY'S FEES, FOR PERSONAL INJURY OR PROPERTY DAMAGE OF WHATEVER 0 IRRIGATION CONTROL VALVE DIA DIAMETER PB PULL BOX
<br /> NATURE WHICH ARE CLAIMED TO HAVE OCCURED DURING THE TERM OF THIS DIM DIMENSION PC PRIMARY CONTROL
<br /> UTILITIES. KJELDSEN, SINNOCK & NEUDECK ASSUMES NO RESPONSIBILITY FOR o PRESSURE VACUUM BREAKER
<br /> PROJECT. PN POST INDICATOR VALVE
<br /> UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT 20. TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM a BACKFLOW PREVENTER DW DOMESTIC WATER
<br /> THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH PL PROPERTY LINE OR PLATE
<br /> E ELECTRIC POC POINT OF CONNECTION
<br /> SHOWN ON THESE DRAWINGS. TRAFFIC CONTROL DEVICES (CALTRANS), SAN JOAQUIN COUNTY STANDARDS AND ■ ❑ PULL BOX EA EACH PP POWER POLE
<br /> 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF AS SHOWN ON THE PLANS • O UTILITY POLE EB ELECTRICAL BOX PR PAIR
<br /> ALL EXISTING UNDERGROUND UTILITIES AND SHALL CONTACT THE RESPECTIVE 21. EXISTING TOPOGRAPHIC INFORMATION SHOWN MAY DIFFER FROM ACTUAL o•o # LIGHT EC END OF CURVE PRC POINT OF REVERSE
<br /> UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK. HE SHALL BE CONDITIONS DUE TO ONGOING CONSTRUCTION IN THE AREA. EJ EXPANSION JOINT CURVATURE
<br /> o•o TEMPORARY LIGHT
<br /> RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES ELEV ELEVATION PSF POUNDS PER SQUARE FOOT
<br /> IN THE AREA OF CONSTRUCTION, AND SHALL NOTIFY UTILITY COMPANIES 22. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES AT ALL TIMES DURING EP EDGE OF PAVEMENT PSI POUNDS PER SQUARE INCH
<br /> TWENTY-FOUR HOURS IN ADVANCE OF ANY CONSTRUCTION (UNDERGROUND CONSTRUCTION AS PER SECTION 10 OF THE STANDARD SPECIFICATIONS OF THE ® GAS REGULATOR ESCP EXTRA STRENGTH CONCRETE PIPE PUE PUBLIC UTILITIES EASEMENT
<br /> SERVICE ALERT 1 -800-642-2444). STATE OF CALIFORNIA AND PER SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC
<br /> WORKS REQUIREMENTS. © © GAS METER EW EACH WAY PVCP POLYVINYLCHLORIDE PIPE
<br /> 5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 1540 (A)(1) OF THE GAS VALVE EXIST/(E) EXISTING
<br /> CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATION CODE
<br /> R RADIUS
<br /> SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH
<br /> FDC FIRE DEPARTMENT CONNECTION RCP REINFORCED CONCRETE PIPE
<br /> STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND 0 POST OR BOLLARD FDN FOUNDATION REINF REINFORCED
<br /> HEALTH ACT 1973, AMENDED, WHICH STATES: •� � SIGN POST LOCATION FG FINISH GRADE R/W RIGHT OF WAY
<br /> PRIOR TO OPENING
<br /> E FF FINISHED FLOOR RWD REDWOOD
<br /> NING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE
<br /> WHETHER UNDERGROUND INSTALLATION: I.E., SEWER, WATER, FUEL, ELECTRIC FH FIRE HYDRANT
<br /> LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH UNDERGROUND CONSTRUCTION NOTES: S=0.003 PIPE SLOPE, GUTTER SLOPE FIN FINISH S SLOPE
<br /> INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE FL FLOW LINE SD STORM DRAIN
<br /> APPROXIMATE LOCATION OF SUCH AN INSTALLATION, THE EXACT LOCATION 1. THE CONTRACTOR SHALL LAYOUT IMPROVEMENTS FROM THE �aSF x6�R SPOT ELEVATION FLR FLOOR SPEC SPECIFICATION
<br /> DIMENSIONS SHOWN ON THE PLANS. ANY CLARIFICATION ON FM FORCE MAIN SQ SQUARE
<br /> SHALL V DETERMINED BY CAREFUL PROBING OR AND DIGGING; AND WHEN IT CONFLICTS, DISCREPANCIES OR AMBIGUITIES SHOULD BE DIRECTED FOC/FC FACE OF CURB SOFT SQUARE FEET
<br /> IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING
<br /> INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA TO THE DESIGN ENGINEER PRIOR TO THE CONSTRUCTION OF THE FT FEET SQYD SQUARE YARD CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS IMPROVEMENTS. FW FIRE WATER SS SANITARY SEWER
<br /> PRIOR TO THE START OF ACTUAL EXCAVATION. STA STATION
<br /> 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING EXISTING GA GAUGE STD STANDARD
<br /> 6. THE CONTRACTOR SHALL PROVIDE SHORING, BRACING, SLOPING OR PROVISIONS SURROUNDING LANDSCAPE AND OTHER IMPROVEMENTS WITH A G GAS
<br /> TO PROTECT WORKMEN FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF FIVE TRANSITION IN PAVING, CURBS, GUTTERS. SIDEWALKS, GRADES, GAL GALLON TEL TELEPHONE
<br /> FEET OR MORE. SAID PROTECTION TO BE DONE IN ACCORDANCE WITH THE ETC., AND TO AVOID ANY ABRUPT APPARENT CHANGES IN GALV GALVANIZED TC TOP OF CURB
<br /> CROSS SLOPES, LOW SPOTS OR HAZARDOUS CONDITIONS. GPM GALLONS PER MINUTE TOG TOP OF GRATE
<br /> REQUIREMENTS OF LOCAL, STATE, AND FEDERAL REGULATIONS (CAL-OSHA, OSHA).
<br /> 3. WHERE PAVEMENT IS TO BE EXTENDED, EXISTING PAVEMENT SHALL GR GRATE TOW TOP OF WALK
<br /> BE SAW-CUT. TP TELEPHONE POLE
<br /> 7. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE REMOVAL HORIZ HORIZONTAL TPB TELEPHONE PULL BOX
<br /> AND/OR RELOCATION OF ALL EXISTING UTILITIES WITH RESPECTIVE UTILITY 4. ALL NEW CONCRETE FLATWORK SHALL BE DRILLED AND DOWELED HP HIGH POINT TFR TRANSFORMER
<br /> COMPANIES. AND/OR KEYED INTO EXISTING FLATWORK IN ACCORDANCE WITH TYP TYPICAL
<br /> SAN JOAQUIN COUNTY STANDARD PLANS AND SPECIFICATIONS. ID INSIDE DIAMETER (DIM)
<br /> 8. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT-OF- WAY IG INTERRUPTABLE GAS W WATER
<br /> PRIOR TO COMPLETION OF UTILITY RELOCATION WITHOUT SPECIFIC APPROVAL OF 5. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY IN INCH
<br /> THE SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT. SIGNS FOR ALL REGULATOR TRAFFIC SIGN REMOVED DURING THE SYMBOLS INV INVERT YD YARDS
<br /> 9. ALL TRENCHES AND CROSS TRENCHES WITHIN EXISTING STREETS SHALL BE BACK CONSTRUCTION. IP IRON PIPE
<br /> FILLED AND PAVED WITH TEMPORARY PAVING THE SAME DAY THE PAVEMENT CUT IS 6. ALL GRADING TO BE DONE IN ACCORDANCE WITH THE IRRI IRRIGATION
<br /> MADE OR COVERED WITH STEEL PLATES AS DIRECTED BY SAN JOAQUIN COUNTY RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL INTX INTERSECTION
<br /> PUBLIC WORKS DEPARTMENT. INVESTIGATION PREPARED BY: KLEINFELDER, INCORPORATED.
<br /> 10. ASBESTOS CEMENT MATERIALS SHALL NOT BE USED IN THE CONSTRUCTION OF ANY 7. CUT/FILL SLOPES SHALL BE NO STEEPER THAN TWO HORIZONTAL BENCH MARK
<br /> FACILITIES WITHIN THIS PROJECT. TO ONE VERTICAL.
<br /> 11. THE CONTRACTOR SHALL EXPOSE ALL EXISTING SEWERS, STORM DRAINS. AND 8. THE PROJECT ROUGH GRADING IS NOT INTENDED TO BALANCE, 0O CONTROL POINT OR T.B.M.
<br /> CLEARANCES OF KNOWN CROSSINGS WITH OTHER UTILITIES BEFORE INSTALLING NEW THE CONTRACTOR IS RESPONSIBLE FOR ANY IMPORT AND/OR OFF DETAIL INDICATOR
<br /> PIPELINES. IF THE CONTRACTOR DETERMINES THE EXISTING INVERTS ARE NOT IN HAUL TO BALANCE THE SITE. DETAIL IDENTIFICATION NUMBER ABBREVIATIONS
<br /> CONFORMANCE WITH THE PLANS, HE SHALL NOTIFY THE ENGINEER BEFORE C1 .01
<br /> PERFORMING ANY WORK. DRAWING WHERE DETAIL IS SHOWN
<br /> 12. PRIOR TO PLACEMENT OF ANY FINISH ASPHALT CONCRETE OR CONCRETE, THE DETAIL INDICATOR
<br /> O
<br /> CONTRACTOR SHALL VERIFY ALL FINISH GRADES AND SLOPES FOR COMPLIANCE NOTE: DRAWING NOTE WILL IDENTIFY
<br /> WHERE DETAIL IS SHOWN
<br /> WITH THE AMERICANS WITH DISABILITIES ACT (ADA). PROPOSED EXISTING DESCRIPTION
<br /> 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT REVISION
<br /> WRITTEN AUTHORIZATION FROM THE OWNER REPRESENTATIVE. A5 REVISION NUMBER - - ^,� STORM DRAIN LINE
<br /> SECTION INDICATOR -®- SANITARY SEWER LINE
<br /> 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE SITE AND 5 DETAIL IDENTIFICATION NUMBER
<br /> SURROUNDING AREAS RESULTING FROM OPERATIONS PRIOR TO ACCEPTANCE OF HIS 2. DRAWING WHERE DETAIL IS DRAWN 1O"W - 10"W WATER LINE
<br /> WORK.
<br /> 15. DURING CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY MATCH LINE
<br /> GAS GAS GAS LINE
<br /> EXISTING FACILITIES. THE CONTRACTOR IS RESPONSIBLE TO REPAIR, THE SHADED PORTION IS THE SIDE CONSIDERED TEL TEL COMMUNICATION LINE
<br /> SATISFACTION OF SAN JOAQUIN COUNTY, ANY FACILITIES DAMAGED DURING SHADED
<br /> INDICATES ADJACENT DRAWING
<br /> CONSTRUCTION AT NO COST TO THE OWNER. 12KV 12KV ELECTRICAL LINE
<br /> 15. A TRAFFIC CONTROL PLAN (TCP) SHALL BE SUBMITTED TO AND DEEMED NOTE INDICATOR
<br /> ACCEPTABLE BY COUNTY PRIOR TO START OF WORK. THIS SHALL ADDRESS ALL NOTE NUMBER AS INDICATED 1"C 1"C ELECTRICAL CONDUIT
<br /> PHASES OF WORK WHICH IMPACT PUBLIC TRAFFIC. CONFORMANCE WITH THE TCP
<br /> SHALL BE MAINTAINED AT ALL TIMES. A MINIMUM OF ONE 10' TRAFFIC LANE SHALL
<br /> BE MAINTAINED AT ALL TIMES, WITH TRAFFIC DELAYS LIMITED TO A MAXIMUM OF 15
<br /> MINUTES. A MINIMUM OF TWO 10' TRAFFIC LANES SHALL BE MAINTAINED DURING
<br /> NON-WORKING HOURS. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH
<br /> SECTION 12 OF THE CALTRANS STANDARD SPECIFICATIONS. ALL PAVEMENT CUTS
<br /> SHALL BE NEATLY LINE CUT. PAVEMENT RESTORAL FOR LONGITUDINAL TRENCHES
<br /> SHALL NOT RESULT IN A "COLD JOINT" WITHIN THREE FEET OF AN EXISTING EDGE
<br /> OF PAVEMENT (i.e. NO "RIBBON PATCHES"
<br /> GENERAL NOTES CONVENTIONS
<br /> LINETYPES
<br /> ,-1-800-227-2600
<br /> PROFESS/ SAN JOAQUIN COUNTY Revisions g
<br /> K� 5��� K KJELDSEN Aprvd. Design Scale Date
<br /> ti T No. Description Date B y MRC 02/19/02
<br /> �0 z S S i N N O C K Post Office Box 844 THORNTON ROAD P y 6 TTts
<br /> wN 0m 711 N. Pershing Avenue Drawn Sheet Number
<br /> EXP.O. 3219212/31/2004 N NEUDECK Stockton, 0 95201 -0844 FRONTAGE IMPROVEMENTS
<br /> Office: (209) 946-0268 AMC Original Drawing Scale 2 Of 9
<br /> r� �P INC. Consulting Engineers Faxes: (209) 94 CIVIL NOTES & LEGEND Check 0 1�» 1 Project File No.
<br /> q
<br /> C/ 1 FOF``' and Land Surveyors E-mail: KSN®ksninc.coinc.com SKS 1706- 1000
<br />
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