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<br />GENERAL NOTES (CIVIL):
<br />1. ALL NEW IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE 16. CONTRACTOR TO REFERENCE AND RESTORE ALL "RECORDED" EXISTING
<br />REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS, AND THE LATEST MONUMENTS AND/OR PROPERTY CORNER REFERENCES DESTROYED, NEW EXLsw DESCRIP1<70N AB ANCHOR BOLT/AGGREGATE BASE ,P JOINT POLE
<br />EDITION OF SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS AND PLANS REMOVED OR DISTURBED DURING THE COURSE OF CONSTRUCTION. AC ASPHALTIC CONCRETE
<br />AND THE 2006 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION KV KILOVOLT
<br />STANDARD SPECIFICATIONS (WITH EXCEPTION THAT ENGLISH UNITS ARE TO 17. WHERE EXISTING FENCES ARE TO BE REMOVED FOR CONSTRUCTION ® © DROP INLET BEGINNING OF CURVE
<br />BE USED IN PLACE OF METRIC) PURPOSES CONTRACTOR SHALL REMOVE AND REPLACE THE FENCING IN q (A CATCH BASIN BM BENCH MARK
<br />KIND. WHERE THE EXISTING FENCE IS USED FOR PROPERTY SECURITY AGRICULTURAL IRRIGATION VALVES BOC BACK OF CURB LF LINEAL FEET
<br />LINEAR
<br />2. THE INTENT IS THAT THESE PLANS REQUIRE ALL LABOR AND MATERIALS AND/OR CONTAINMENT, CONTRACTOR SHALL ERECT TEMPORARY FENCING
<br />(EXCEPT AS SPECIFIED IN THE SPECIFICATIONS) NECESSARY AND PROPER DURING (NOT SHOWN ON PLANS) CONSTRUCTION AS DIRECTED BY THE @ STORM DRAIN MANHOLE BON/BW BACK OF WALK Lp LOW POINT
<br />FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN OWNER'S REPRESENTATIVE. • o ROOF DRAIN
<br />CB CATCH BASIN MAX MAXIMUM
<br />ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR o STAND PIPES CC CENTER TO CENTER 0 MACHINE BOLT
<br />SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES 18. ALL WORK IN COUNTY RIGHT-OF-WAY SUBJECT TO THE APPROVAL AND
<br />AND AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS. IF ACCEPTANCE OF SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT. CP CAST IRON PIPE MH MAINTENANCE HOLE
<br />THE PLANS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT O CLEANOUT CI, CENTERLINE W MINIMUM
<br />NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST 19. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY s0 SANITARY SEWER MANHOLE CMP CORRUGATED METAL PIPE MON MONUMENT
<br />GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS CMU CONCRETE MASONRY UNIT
<br />WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED. PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS ® Ow WATER METER CONC CONCRETE (N) NEW
<br />REQUIREMENT SHALL APPLY CONTINUOSLY AND NOT TO BE LIMITED TO ® 0 BLOWOFF VALVE CONT CONTINUOUS NIC NOT IN CONTRACT
<br />3. THE TYPES, LOCATION, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, CR CURB RETURN NIS NOT TO SCALE
<br />UTILITIES AS SHOWN ON THESE PLANS WERE OBTAINED BY THE DESIGN INDEMNIFY AND HOLD HARMLESS, THE COUNTY OF SAN JOAQUIN, ITS 3) FIRE HYDRANT ASSEMBLY CTR CENTER
<br />ENGINEER FROM "OUTSIDE SOURCES," BELIEVED TO BE RELIABLE. ELECTED OFFICIALS, OFFICERS, EMPLOYEES, AND AGENTS FROM ANY AND N D4 WATER VALVE CY CUBIC YARD OC ON CENTER
<br />HOWEVER, THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION ALL CLAIMS, COSTS OF LITIGATION, DAMAGES, AND ATTORNEY'S FEES, FOR POST INDICATOR VALVE OD OUTSIDE DIAMETER
<br />WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATION, AND DEPTHS OF SUCH PERSONAL INJURY OR PROPERTY DAMAGE OF WHATEVER NATURE WHICH q FIRE DEPARTMENT CONNECTION D STORM DRAIN OG ORIGINAL GROUND
<br />UNDERGROUND UTILITIES. KJELDSEN, SINNOCK & NEUDECK ASSUMES NO ARE CLAIMED TO HAVE OCCURED DURING THE TERM OF THIS PROJECT. ® IRRIGATION CONTROL VALVE p DROP INLET
<br />RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS D
<br />DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE 20. TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE LATEST EDITION o N DIAMETER PMV PAVEMENT
<br />PRESSURE VACUUM BREAKER DR DIMENSION PB PULL BOX
<br />ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, MUTCD, AND a BACKFLOW PREVENTER
<br />CALIFORNIA SUPPLEMENT TO MUTCD AND SAN JOAQUIN COUNTY STANDARDS DIM DOMESTIC WATER PC PRIMARY CONTROL
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND AS SHOWN ON THE PLANS. PN POST INDICATOR VALVE
<br />OF ALL EXISTING UNDERGROUND UTILITIES AND SHALL CONTACT THE PULL BOX E ELECTRIC PL PROPERTY UNE OR PLATE
<br />RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK. HE 21. EXISTING TOPOGRAPHIC INFORMATION SHOWN MAY DIFFER FROM ACTUAL • O UTILITY POLE EA EACH POC POINT OF CONNECTION
<br />SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL CONDITIONS DUE TO ONGOING CONSTRUCTION IN THE AREA. o"o # LIGHT EB ELECTRICAL BOX PP POWER POLE
<br />SUCH FACILITIES IN THE AREA OF CONSTRUCTION, AND SHALL NOTIFY 0"o TEMPORARY LIGHT EC END OF CURVE PR PAIR
<br />UTILITY COMPANIES TWENTY-FOUR HOURS IN ADVANCE OF ANY 22. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES AT ALL TIMES Ed EXPANSION JOINT PRC POINT OF REVERSE
<br />CONSTRUCTION UNDERGROUND SERVICE ALERT 1-800-642-2444DURING CONSTRUCTION AS PER SECTION 10 OF THE STANDARD
<br />( ). SPECIFICATIONS OF THE STATE OF CALIFORNIA AND PER SAN JOAQUIN ® GAS REGULATOR EiEV ELEVATION CURVATURE
<br />5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 1540 (A)(1) OF COUNTY DEPARTMENT OF PUBLIC WORKS REQUIREMENTS.© EP EDGE OF PAVEMENT PSF POUNDS PER SQUARE FOOT
<br />THE CONSTRUCTION SAFETY ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION © GAS METER ESOP EXTRA STRENGTH CONCRETE PIPE P9 POUNDS PER SQUARE INCH
<br />CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH 23. ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND GAS VALVE EN EACH WAY (P) PROPOSED
<br />STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY SPECIFICATIONS MUST BE PREPARED AND CERTIFIED BY THE "CIVIL D=/(E) EXISTING PIE PUBLIC UTILITIES EASEMENT
<br />AND HEALTH ACT OF 1973, AS AMENDED, WHICH STATES: PRIOR TO ENGINEER", AND SHALL BE SUBMITTED TO THE DIRECTOR OF PUBLIC PVCP POLYVINYLCHLORIDE PIPE
<br />OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION. o POST OR BOLLARD (F)
<br />)FUTU DEPARTMENT CONNECTION R RADIUS
<br />UNDERGROUND INSTALLATION: I.E., SEWER, WATER, FUEL, ELECTRIC LINES, REINFORCED CONCRETE PIPE SIGN POST LOCATION FDC FOUNDATION RCP
<br />ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH UNDERGROUND
<br />INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE CONSTRUCTION NOTES: FF FINISHED FLOOR RDF REINFORCED
<br />S=0.003 PIPE SLOPE, GUTTER SLOPE FG FINISH GRADE RID REDWOOD
<br />APPROXIMATE LOCATION OF SUCH AN INSTALLATION, THE EXACT LOCATION
<br />SHALL BE DETERMINED BY CAREFUL PROBING OR AND DIGGING; AND WHEN 1. THE CONTRACTOR SHALL LAYOUT IMPROVEMENTS FROM THE DIMENSIONS FH FIRE HYDRANT R/N RIGHT OF WAY
<br />IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE SHOWN ON THE PLANS. ANY CLARIFICATION ON CONFLICTS, SPOT ELEVATION FMN FINISH
<br />EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES DISCREPANCIES OR AMBIGUITIES SHOULD BE DIRECTED TO THE DESIGN X FL FLOW LINE S SLOPE
<br />IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT ENGINEER PRIOR TO THE CONSTRUCTION OF THE IMPROVEMENTS. FLR FLOOR 9) STORM DRAIN
<br />LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. FM FORCE MAIN SPE>r SPECIFICATION
<br />2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING EXISTING FOC/FC FEET
<br />OF CURB so SQUARE
<br />SURROUNDING LANDSCAPE AND OTHER IMPROVEMENTS WITH A TRANSITION SOFT SQUARE FEET
<br />6. THE CONTRACTOR SHALL PROVIDE SHORING, BRACING, SLOPING OR IN PAVING, CURBS, GUTTERS. SIDEWALKS, GRADES, ETC., AND TO AVOID FW FIRE WATER SAID SQUARE YARD
<br />PROVISIONS TO PROTECT WORKMEN FOR ALL AREAS TO BE EXCAVATED TO ANY ABRUPT OR APPARENT CHANGES IN CROSS SLOPES, LOW SPOTS OR SS SANITARY SEWER
<br />A DEPTH OF FIVE FEET OR MORE. SAID PROTECTION TO BE DONE IN HAZARDOUS CONDITIONS. GA GAUGE SR STATION
<br />ACCORDANCE WITH THE REQUIREMENTS OF LOCAL, STATE, AND FEDERAL G GAS SID STANDARD
<br />REGULATIONS (CAL -OSHA, OSHA). 3. WHERE PAVEMENT IS TO BE EXTENDED, EXISTING PAVEMENT SHALL BE GAL GALLON
<br />7. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE REMOVAL SAW -CUT. GALV GALVANIZED T.B.Y. TEMPORARY BENCH MARK
<br />AND/OR RELOCATION OF ALL EXISTING UTILITIES WITH RESPECTIVE UTILITY 4. ALL NEW CONCRETE FLATWORK SHALL BE DRILLED AND DOWELED AND/OR GPM GALLONS PER MINUTE TEL TELEPHONE
<br />COMPANIES. KEYED INTO EXISTING FLATWORK IN ACCORDANCE WITH SAN JOAQUIN GR GRATE TC TOP OF CURB
<br />COUNTY STANDARD PLANS AND SPECIFICATIONS. TOG TOP OF GRATE
<br />8. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT -OF- HORIZ HORIZONTAL TOW TOP OF WALK
<br />WAY PRIOR TO COMPLETION OF UTILITY RELOCATION WITHOUT SPECIFIC 5. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SIGNS FOR HP HIGH POINT TP TELEPHONE POLE
<br />APPROVAL OF THE SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT. ALL REGULATORY TRAFFIC SIGN REMOVED DURING THE CONSTRUCTION. TPB TELEPHONE PULL BOX
<br />0 INSIDE DIAMETER (DIM) TFR TRANSFORMER
<br />9. ALL TRENCHES AND CROSS TRENCHES WITHIN EXISTING STREETS SHALL BE 6. ALL GRADING AND EARTHWORK TO BE DONE SHALL COMPLY WITH 2001 IG INTERRUPTABLE GAS TYP TYPICAL
<br />BACK FILLED AND PAVED WITH TEMPORARY PAVING THE SAME DAY THE U.B.C. CHAPTER 18 AND APPENDIX CHAPTER 33. MN INCH
<br />PAVEMENT CUT IS MADE OR COVERED WITH STEEL PLATES AS DIRECTED BY W INVERT N WATER
<br />SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT. 7. CUT/FILL SLOPES SHALL BE NO STEEPER THAN TWO HORIZONTAL TO ONE
<br />VERTICAL. P IRON PIPE
<br />10. ASBESTOS CEMENT MATERIALS SHALL NOT BE USED IN THE CONSTRUCTION
<br />RRI IRRIGATION YD YARDS
<br />OF ANY FACILITIES WITHIN THIS PROJECT. 8. THE PROJECT ROUGH GRADING IS NOT INTENDED TO BALANCE, THE KrX INTERSECTION
<br />CONTRACTOR IS RESPONSIBLE FOR ANY IMPORT AND/OR OFF HAUL TO
<br />11. THE CONTRACTOR SHALL EXPOSE ALL EXISTING SEWERS, STORM DRAINS. BALANCE THE SITE.
<br />AND CLEARANCES OF KNOWN CROSSINGS WITH OTHER UTILITIES BEFORE 9. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT
<br />INSTALLING NEW PIPELINES. IF THE CONTRACTOR DETERMINES THE WEATHER, AND RESTORED TO THEIR ORIGINAL CONDITIONS UPON
<br />EXISTING INVERTS ARE NOT IN CONFORMANCE WITH THE PLANS, HE SHALL COMPLETION OF THE WORK. SYMBOLS ABBREVIATIONS
<br />NOTIFY THE ENGINEER BEFORE PERFORMING ANY WORK.
<br />10. ALL TRAFFIC DELINEATIONS (SIGNS, STRIPING, RAISED PAVEMENT MARKERS)
<br />12. PRIOR TO PLACEMENT OF ANY FINISH ASPHALT CONCRETE OR CONCRETE, SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF
<br />THE CONTRACTOR SHALL VERIFY ALL FINISH GRADES AND SLOPES FOR THE WORK.
<br />COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA).
<br />11. THE CONTRACTOR SHALL NOTIFY THE SAN JOAQUIN COUNTY DEPARTMENT
<br />13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FIELD CHANGES MADE OF PUBLIC WORKS 24 HOURS IN ADVANCE OF PERFORMING ANY WORK BENCH MARKQPQ$� IXISTING DESCRIPTION
<br />WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER REPRESENTATIVE. REQUIRED IN THE PLANS. PHONE: (209) 468-3022.
<br />14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE SITE CONTROL POINT OR T.B.M.
<br />12. EXCAVATION OF 5 -FEET OR GREATER IN DEPTH REQUIRES AN EXCAVATION sr�
<br />AND SURROUNDING AREAS RESULTING FROM OPERATIONS PRIOR TO PERMIT FROM THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL DETAIL INDICATOR -�� STORM DRAIN LINE
<br />ACCEPTANCE OF HIS WORK. SAFETY. DETAIL IDENTIFICATION NUMBER
<br />C1.01 DRAWING WHERE DETAIL IS SHOWN SANITARY SEWER LINE
<br />15. DURING CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY 13. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE
<br />OF EXISTING FACILITIES. THE CONTRACTOR IS RESPONSIBLE TO REPAIR, TO WORK COVERED BY THE SPECIFICATIONS, THE PAVEMENT SHALL BE FORCE MAIN
<br />THE SATISFACTION OF SAN JOAQUIN COUNTY, ANY FACILITIES DAMAGED REPLACED AFTER PROPER BACKFILLING WITH PAVEMENT MATERIALS EQUAL DETAIL INDICATOR
<br />DURING CONSTRUCTION AT NO COST TO THE OWNER. TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL PAVING.NOTE: DRAWING NOTE WILL IDENTIFY 10"W - 10"W WATER LINE
<br />O
<br />WHERE DETAIL IS SHOWN
<br />15. A TRAFFIC CONTROL PLAN (TCP) SHALL BE SUBMITTED TO AND DEEMED 14. NO EARTHEN GRADES OR SLOPES SHALL BE STEEPER THAN 2 HORIZONTAL GAS GAS GAS LINE
<br />ACCEPTABLE BY COUNTY PRIOR TO START OF WORK. THIS SHALL TO 1 VERTICAL. REVISION
<br />ADDRESS ALL PHASES OF WORK WHICH IMPACT PUBLIC TRAFFIC. Q5 REVISION NUMBER TEL TEL COMMUNICATION LINE
<br />CONFORMANCE WITH THE TCP SHALL BE MAINTAINED AT ALL TIMES. A
<br />MINIMUM OF ONE 10' TRAFFIC LANE SHALL BE MAINTAINED AT ALL TIMES, EROSION AND SEDIMENT CONTROL NOTES: SECTION INDICATOR 12KV- 12KV ELECTRICAL LINE
<br />WITH TRAFFIC DELAYS LIMITED TO A MAXIMUM OF 15 MINUTES. A MINIMUM 5 DETAIL IDENTIFICATION NUMBER
<br />OF TWO 10' TRAFFIC LANES SHALL BE MAINTAINED DURING NON -WORKING 1. A STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) 2. DRAWING WHERE DETAIL IS DRAWN 1 "C 1 "C ELECTRICAL CONDUIT
<br />HOURS. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 12 CONSTRUCTION PERMIT NOTICE OF INTENT (N01) SHALL BE FILED WITH THE
<br />OF THE CALTRANS STANDARD SPECIFICATIONS. ALL PAVEMENT CUTS SHALL STATE WATER RESOURCES CONTROL BOARD.
<br />BE NEATLY LINE CUT. PAVEMENT RESTORAL FOR LONGITUDINAL TRENCHES 2. IMPLEMENTATION OF THE RECOMMENDED EROSION CONTROL MEASURES AS MATCH LINE
<br />SHALL NOT RESULT INA COLD JOINT" WITHIN THREE FEET OF AN SHOWN ON THESE PLANS DOES NOT ENSURE COMPLIANCE WITH FEDERAL, L SHADED PORTION IS THE SIDE CONSIDERED
<br />EXISTING EDGE OF PAVEMENT (i.e. NO "RIBBON PATCHES")
<br />STATE AND LOCAL LAWS, REGULATIONS AND ORDINANCES. THE BURDEN OF NUMBER INDICATES ADJACENT DRAWING
<br />16, CONTRACTOR TO REFERENCE AND RESTORE ALL "RECORDED" EXISTING COMPLIANCE RESTS SOLELY WITH THE OWNER AND DEVELOPER OF THE NOTE INDICATOR
<br />MONUMENTS AND/OR PROPERTY CORNER REFERENCES DESTROYED, PROJECT. NOTE NUMBER AS INDICATED
<br />REMOVED OR DISTURBED DURING THE COURSE OF CONSTRUCTION.
<br />GENERAL NOTES
<br />CONVENTIONS LINETYPES
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<br />w ��1 D. K� w K KJELDSEN SAN JOAQUIN COUNTY Revisions Design Scale Date
<br />s y 2 ti z h �F z No. Description Date By g AMC 4/10/08
<br />°° �� z S S I N N O C K Post Office Box 844 THORNTON ROAD y
<br />zN NO. 32192 �" w No. 61898 a w 711 N. Pershing Avenue NO NO SCALE Sheet Number
<br />P. 12 '' < °`P. 9'�(3,a,/°°9 N NEUDECK Stockton, CA 95201-0844 FRONTAGE IMPROVEMENT PLANS 2
<br />s p r, P '�""' �P 0 Office: (209) 946-0268 JCK Original Drawing Scale Of 1 rJ
<br />rF ICAC E ' z 9AF CMA Fes' 0 INC. Consulting Engineers Faxes: (209) 946-0296 Check 0 " 1"
<br />4'-10 0� and Land Surveyors E-mail: KSNOksninc.com CIVIL NOTES & LEGEND SKS �� Project File No.
<br />1616-0000
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