HomeMy WebLinkAbout22 FMAP-0602-2022 20221216 09_2022.04.25_ Laurel Creek Recycled WaterBE
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DATEPUBLIC IMPROVEMENT PLANS FOR:REVISIONSDESCRIPTIONCITY FILE NO.SHEETOFDRAWN BY:CHECKED BY:JOB NO.DATEAPPROVALENGRCITYCOMMUNITY DEVELOPMENT DIRECTORCITY UTILITIES ENGINEERRECOMMENDED FOR APPROVAL BYOTHERELECTRIC CO.GAS CO.TELEPHONE CO.TELEVISION CO.OTHER UTILITYDATEDATEDATEDATEDATE3DATEDATEDATEDATESAN LUIS OBISPOPUBLIC WORKS BY:1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ORPERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OFNORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48)HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OFPOWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUNDFACILITIES. CONTRACTOR OR PERMITEE SHALL ALSO CONTACTTHE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V.,WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.Reference Documents:City Standard Specifications: August 2020 EditionCity Engineering Standards: August 2020 EditionOTHERDATEBASIS OF BEARINGS:THE BASIS OF BEARINGS FOR THESE PLANS IS THE SOUTHEASTERLY LINE OF PARCEL4 PER 82 PM 82 BEARING N 32°38'27" E AS SHOWN ON SAID MAP.THE GRID BEARING BETWEEN PT. 8085 AND PT. 8076 (PER 2007 CITY OF SLOHORIZONTAL CONTROL NETWORK) IS S 88°57'21" ETIE LINE 1: S 07°40'55" E 550.97'TIE LINE 2: S 80°42'11" E 1095.32'* PT 8085: PIN IN CITY STD MON WELL AT CL INTERSECTION OF ORCUTT & LAURELN: 2291817.956E: 5772581.512* PT 8076: PIN IN CITY STD MON WELL AT CL INTERSECTION OF ORCUTT & MCMILLANN: 2291843.544E: 5771206.588BENCHMARK:2020 CITY OF SAN LUIS OBISPO BENCH MARK NO. 71 NE CORNER OF ORCUTT ANDLAUREL LANEELEV:235.63 FEET (NAVD 88 DATUM)index to plansgeneral notesdatumENGINEER OF RECORD:APPROVAL BY THE CITY DOES NOT GUARANTEE ACCURACY NORCOMPLETENESS OF THESE PLANS. IT DOES AUTHORIZE THE OWNER TOBUILD THE PROJECT HEREON. IT SHALL BE THE RESPONSIBILITY OF THEOWNER AND ENGINEER OF RECORD TO CORRECT ANY DEFICIENCIESTHAT APPEAR DURING OR AFTER CONSTRUCTION. CITY SPECIFICATIONSAND ENGINEERING STANDARDS SHALL BE FOLLOWED UNLESS THEY ARESPECIFICALLY WAIVED OR MODIFIED BY NOTES ON THESE PLANS. THEENGINEER OF RECORD SHALL PROVIDE SUBMITTALS AS REQUIRED INTHE ENGINEERING STANDARDS.NOTICERECYCLED WATER LINE1150 LAUREL LANEAshleywww.ashleyvance.comVance&ENNEEGINIGRNIC.,1413 Monterey StreetSan Luis Obispo, CA 93401 (805) 545-0010 (323) 744-0010C I V I LS T R U C T U R A LSJ181058.14FMAP-0430-2021CITY OF SAN LUIS OBISPOTOPOGRAPHIC INFORMATION NOTE:TOPOGRAPHIC INFORMATION PROVIDED VIA CAD DRAWING FROM THE CITY OF SAN LUISOBISPO AND IS BASED ON INFORMATION SHOWN ON PLANS ENTITLED RAILROAD BICYCLEPATH PHASE I, DATED 8/7/1997. HORIZONTAL AND VERTICAL ADJUSTMENTS WERE MADE TOCONVERT THE METRIC UNIT DRAWING TO IMPERIAL UNITS AND THEN TO CURRENT CITY OFSAN LUIS OBISPO HORIZONTAL AND VERTICAL DATUMS. UNDERGROUND UTILITYINFORMATION WITHIN ORCUTT ROAD PER TRACT 2707 SIP'S BY BKF ENGINEERING 10/03/11EXISTING UTILITIES AND IMPROVEMENTS SHOWN ON THESE PLANS WAS COMPILED FROMVARIOUS HISTORICAL AND CURRENT SURVEYS AND RECORD SOURCES AND THEINFORMATION IS SHOWN FOR DESIGN PURPOSES ONLY.SURVEY MONUMENT PROTECTION:PROTECT AND PRESERVE, IN PLACE, ALL SURVEY MONUMENTS AND BENCHMARKS. DONOT DISTURB, MOVE, OR RELOCATE MONUMENTS OR BENCHMARKS WITHOUT THE PRIORREVIEW AND APPROVAL BY THE AGENCY HAVING JURISDICTION OVER THE MONUMENT ORBENCHMARK. THE CONTRACTOR SHALL CONTRACT WITH A LICENSED SURVEYOR FORMONUMENTS REQUIRING DISTURBANCE OR REMOVAL, AND THE SURVEYOR SHALL RESETTHE MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THEREQUIRED DOCUMENTATION WITH THE AUTHORITY HAVING JURISDICTION, PURSUANT TOALL APPLICABLE BUSINESS AND PROFESSIONAL CODES.SURVEY NOTESPROJECT SITE(FMAP-0430-2021)1. ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER ANDSIDEWALK OR DRIVEWAY APPROACH SHALL BE REPAIRED ORREPLACED TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR.2. AN ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK SHOWN ONTHESE PLANS AND FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY,WITHIN CITY EASEMENTS, OR FOR CONNECTIONS TO PUBLIC UTILITIES.CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO THESTART OF CONSTRUCTION.3. CONTACT THE PUBLIC WORKS INSPECTION HOTLINE AT (805) 781-7554WITH AT LEAST 48 HOUR NOTICE FOR ANY REQUIRED ENCROACHMENTPERMIT INSPECTION OR FINAL INSPECTION.4. STREETS SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST,MUD AND CONSTRUCTION DEBRIS AT THE END OF EACH DAY.5. A PRE-CONSTRUCTION MEETING SHALL BE COORDINATED BY THEOWNER/DEVELOPER OR CONTRACTOR AND SHALL INCLUDE PERTINENTCITY STAFF AND THE ENGINEER OF RECORD.6. "RECORD" DRAWINGS ARE REQUIRED FOR ALL WORK AT THECOMPLETION OF THE PROJECT. CONTRACTOR SHALL MAINTAINRECORDS OF ALL DEVIATIONS IN CONSTRUCTION FROM THESE PLANSAND PROVIDE THEM TO THE ENGINEER OF RECORD. PRIOR TOREQUESTING FINAL INSPECTION FROM THE CITY OF SAN LUIS OBISPO.7. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATIONOF ALL EXISTING UTILITIES AND IMPROVEMENTS PRIOR TO START OFCONSTRUCTION, AND NOTIFY ENGINEER OF RECORD OF ANYDISCREPANCIES, PRIOR TO CONSTRUCTION.8. PROVIDE A MINIMUM 2 WEEKS ADVANCE NOTICE AND CONSTRUCTIONSCHEDULE TO ACTIVE TRANSPORTATION MANAGER ADAM FUKUSHIMAAFUKUSHIMA@SLOCITY.ORG PRIOR TO THE START OF WORK.STANDARD NOTESEENI
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ANNON JESSICANo. 75578Exp. 06/30/22Sheet List TableSheet NumberSheet Title1TITLE SHEET2NOTE SHEET3PLAN AND PROFILENVICINITY MAPNTSWATER/SEWER:CITY OF SAN LUIS OBISPOUTILITIES DEPARTMENT879 MORRO STSAN LUIS OBISPO, CA 93401ELECTRICITY:P G & E COMPANYVACHELL LANE, SLO (MAIN OFFICE)P.O. BOX 592SAN LUIS OBISPO, CA 93406ESTEBAN MACIASE2M6@PGE.COMNATURAL GAS:SOUTHERN CALIFORNIA GAS COMPANY750 INDUSTRIAL WAYSAN LUIS OBISPO, CA 93401DAVID WILD(213) 231-5783DWILD@SOCALGAS.COMTELEPHONE:A T & T196 SUBURBAN ROADSAN LUIS OBISPO, CA 93401RALPH SOARES(805) 546-7315RS4375@ATT.COMCABLE TV:CHARTER COMMUNICATIONS7775 SAN LUIS AVE.ATASCADERO, CA 93422DIAL TOLL FREE811 OR(1-800-422-4133)AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERTPRIOR TO COMMENCING OF ANYEXCAVATION, DIGGING, POT HOLING,ETC. CALL DIG ALERT FOR ASSIGNMENTOF AN INQUIRY ID NUMBER, BECAUSENO EARTH WORK SHALL COMMENCEUNLESS THE CONTRACTOR HASOBTAINED THIS AND EACH UTILITY OROWNER OF SUBSURFACE FACILITIESHAS LOCATED AND MARKED THEIRSUBSURFACE FACILITIES IN THE AREAOF WORK.DIG ALERTUTILITY PURVEYORS1150 LAUREL LANE1S:\All Jobs\2018 all jobs\181058 - 1160 laurel creek - braff\02_working drawings\recycled water pips\02_working drawings\PIP\TITLE SHEET.dwg, 1, Apr 25, 2022 4:11pm, Evan PAR 182 PM 82THESE PLANS ARE BEING PREPARED IN ASSOCIATIONWITH BLDG-1885-2020 TO SATISFY ARCH-0227-2020CONDITIONS OF APPROVAL #42 "THE SITE IS WITHINTHE CITY'S WATER REUSE MASTER PLAN AREA ANDLANDSCAPE IRRIGATION FOR THE PROJECT SHALLUTILIZE RECYCLED WATER, WHEN AVAILABLE. THEPROJECT SHALL INSTALL 900-FEET OF 8" RECYCLEDWATER MAIN ALONG THE SOUTH-WEST BOUNDARY OFTHE PARCEL, TO THE SATISFACTION OF THE UTILITIESDIRECTOR.GENERAL NOTECITY OF SAN LUIS OBISPO STANDARD 6010 UTILITIES LOCATIONRECYCLED WATER MINIMUM COVER MODIFIED TO 3'DESIGN EXCEPTIONSPT#8076PT#8085PAR 482 PM 82SE LINEGRID LINETIE LINE 1TIE LINE 2
S:\All Jobs\2018 all jobs\181058 - 1160 laurel creek - braff\02_working drawings\recycled water pips\02_working drawings\PIP\TITLE SHEET.dwg, 2, Apr 25, 2022 4:11pm, Evan
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSJEMDSJPER PLAN04/25/2022.3EENI
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ANNON JESSICANo. 75578Exp. 06/30/221150 LAUREL LANE RECYCLED WATER LINE CITY OF SAN LUIS OBISPO GENERAL NOTES:1.ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THEUTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITIONOF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATION.2.A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAYOR WITHIN CITY EASEMENTS FOR CONNECTIONS TO PUBLIC UTILITIES. WORK REQUIRING ANENCROACHMENT PERMIT INCLUDES BUT IS NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER,SEWER, FIRE SERVICE LATERALS, CURB, GUTTER, SIDEWALK, DRIVEWAY APPROACHES, SIDEWALKUNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREET TREE PLANTING OR PRUNING, CURBRAMPS, STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING IN THERIGHT-OF-WAY.3.CONTACT THE PUBLIC WORKS INSPECTION HOTLINE AT (805) 781-7554 WITH AT LEAST A 48 HOURNOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTION OF FINAL INSPECTION.4.A TRAFFIC AND PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED TO THE PUBLIC WORKSDEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE.5.A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OR TRENCHING GREATER THAN 5 FEET INDEPTH. A COPY OF THE ANNUAL, PROVISIONAL, OR TEMPORARY PERMIT SHALL BE PROVIDED TOTHE BUILDING DIVISION PRIOR TO BUILDING, UTILITY, AND/OR GRADING PERMIT ISSUANCE IFAPPLICABLE.6.ENCROACHMENT PERMITS WILL NOT BE ISSUED NOR WILL NEW WORK BE AUTHORIZED IN THEPUBLIC RIGHT-OF-WAY IN THE DOWNTOWN AREA DURING THE HOLIDAY SEASON. THE HOLIDAYSEASON COMMENCES WITH THANKSGIVING AND ENDS AFTER NEW YEARS DAY.7.METERED PARKING SPACES DISPLACED DURING CONSTRUCTION ARE LIMITED TO TWO SPACESAND SHALL BE PAID FOR BY THE CONTRACTOR, OWNER, OR OPERATOR AT THE CURRENT RATE OF$20.00 PER METER PER DAY. PARKING BAGS ARE AVAILABLE FROM THE PARKING DIVISIONLOCATED AT 1260 CHORRO STREET OR THE ENGINEERING DIVISION LOCATED AT 919 PALM STREET.8.A PRE-CONSTRUCTION MEETING SHALL BE COORDINATED BY THE OWNER/DEVELOPER ORCONTRACTOR AND SHALL INCLUDE PERTINENT CITY STAFF. AS A MINIMUM, THE ASSIGNEDBUILDING INSPECTOR AND PUBLIC WORKS INSPECTOR SHALL BE INCLUDED IN THIS MEETING TODISCUSS THE LIMIT OF SUBDIVISION IMPROVEMENTS AND INSPECTION RESPONSIBILITIES.9.THE PUBLIC IMPROVEMENTS SHALL BE SUBSTANTIALLY COMPLETE TO THE SATISFACTION OF THEPUBLIC WORKS DIRECTOR PRIOR TO FINAL INSPECTION APPROVALS AND/OR OCCUPANCY OF ANYBUILDING.10.ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER, SIDEWALK OR DRIVEWAY APPROACHSHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR.11.THE CONTRACTOR SHALL FOLLOW THE REQUIREMENTS OF THE UTILITY DEPARTMENT SEWERABANDONMENT POLICY. THIS POLICY STATES THAT ALL SEWER LATERALS SHALL BE ABANDONEDAT THE MAIN PRIOR TO ANY DEMOLITION UNLESS THAT LATERAL IS INTENDED FOR REUSE AND ITPASSES A VIDEO INSPECTION.12.EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTIONOF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALL DEMOLITIONS,CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.13.THE ADJOINING STREET AND SIDEWALK SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST,MUD, AND CONSTRUCTION DEBRIS AT THE END OF EACH WORKING DAY.14.ALL DISTURBED SURFACE SLOPES, SLOPED FOUR HORIZONTAL TO ONE VERTICAL (4:1) ANDGREATER AND AREAS USED TO CONVEY CONCENTRATED DRAINAGE SHALL BE PREPARED ANDMAINTAINED TO CONTROL EROSION BY EFFECTIVE PLANTING TO BE COMPLETED NO LATER THAN30 DAYS PRIOR TO A REQUEST FOR FINAL INSPECTION.15.TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WHEN PERMANENTIMPROVEMENTS, PLANTINGS, AND FACILITIES ARE IN PLACE. TEMPORARY MEASURES SHALL BEREMOVED PRIOR TO FINAL INSPECTION APPROVALS.16.CONTACT THE CITY ARBORIST AT (805) 781-7023 TO REVIEW ANY PROPOSAL FOR TREE REMOVALSAND TO INITIATE AN APPLICATION FOR A TREE REMOVAL PERMIT IF APPLICABLE. CONTACTARBORIST RON COMBS AT (805) 781-7023 TO COORDINATE A SITE INSPECTION AND TO VERIFY TREEREMOVAL PERMIT APPLICATION REQUIREMENTS. THE TREE REMOVAL PERMIT SHALL BE ISSUEDPRIOR TO BUILDING PERMIT ISSUANCE. OTHERWISE, THE DEMOLITION PLANS SHALL BE REVISEDTO SHOW TREE PRESERVATION MEASURES.17.CONTACT THE CITY ARBORIST AT (805) 781-7023 TO REVIEW AND APPROVE ANY REQUIRED ORPROPOSED PRUNING OF DOWNTOWN STREET TREES. SAFETY PRUNING MAY BE COMPLETED BYTHE CITY OR BY A CITY APPROVED ARBORIST.18.CONTACT THE CITY ARBORIST AT (805) 781-7023 TO REVIEW THE PROPOSED TREE PROTECTIONMEASURES PRIOR TO COMMENCING WITH ANY DEMOLITION, GRADING, OR CONSTRUCTION. ANYSAFETY PRUNING OR THE CUTTING OF SUBSTANTIAL ROOTS SHALL BE APPROVED BY THE CITYAND COMPLETED BY A CITY-APPROVED ARBORIST. CONTACT THE CITY ARBORIST AT LEAST 48HOURS PRIOR TO CONSTRUCTION IN AREAS WHERE TREE PROTECTION AND INSPECTION ISREQUIRED.19.HAND DIGGING IS REQUIRED WITHIN THE DRIPLINE OF TREES TO REMAIN; ANY EXPOSED ROOTSSHALL BE OBSERVED BY CITY ARBORIST BEFORE REMOVING. CONTACT CITY ARBORIST RONCOMBS AT (805) 781-7023 BEFORE COMMENCING WITH DEMOLITION, GRADING, OR EXCAVATIONS.20.TREE REMOVALS REQUIRE A SEPARATE TREE REMOVAL PERMIT. APPLICATION LOCATED HERE:HTTP://WWW.SLOCITY.ORG/HOME/SHOWDOCUMENT?ID=4685TRENCHING AND BACKFILL NOTES:1.ALL TRENCHING, BEDDING AND BACKFILL MATERIAL AND CONSTRUCTION, SHALL BE IN ACCORDANCEWITH THESE PLANS INCLUDING THE PIPE TRENCH DETAIL.2.TRENCH OR STRUCTURE EXCAVATION SUBGRADE SHALL BE OBSERVED BY THE GEOTECHNICALENGINEER PRIOR TO PLACEMENT OF BEDDING MATERIAL OR FORMS. WET OR UNSTABLE SOILENCOUNTERED IN THE BOTTOM OF THE EXCAVATION AND DEEMED BY THE GEOTECHNICAL ENGINEERTO BE INCAPABLE OF PROPERLY SUPPORTING THE PIPE OR STRUCTURE BEING CONSTRUCTED,SHALL BE REMOVED TO THE DEPTH RECOMMENDED BY THE GEOTECHNICAL ENGINEER AND THEEXCAVATION BACKFILLED TO THE BOTTOM OF THE PIPE OR STRUCTURE GRADE WITH SUITABLEMATERIAL RECOMMENDED BY THE GEOTECHNICAL ENGINEER.3.WATER ENCOUNTERED IN TRENCH OR STRUCTURE EXCAVATION SHALL BE REMOVED BY THECONTRACTOR TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER TO PROVIDE DRYCONDITIONS DURING CONSTRUCTION OF PIPE OR STRUCTURE.4.BEDDING AND BACKFILL MATERIAL AND COMPACTED DENSITY, SHALL BE TESTED FOR COMPLIANCEWITH APPLICABLE REQUIREMENTS BY THE GEOTECHNICAL ENGINEER.5.BEDDING AND PIPE ZONE BACKFILL MATERIAL, SHALL BE COMPACTED TO NOT LESS THAN 95% OFMAXIMUM DENSITY. TRENCH BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 90% OF MAXIMUMDENSITY. THE UPPER 12" BELOW THE BASE OR SUB-BASE COURSE IN PAVED AND OTHER TRAFFICAREAS AND BELOW THE CONCRETE OR SAND COURSE IN WALKWAY AREAS SHALL BE COMPACTED TONOT LESS THAN 95% OF MAXIMUM DENSITY. BACKFILL COMPACTION SHALL BE TESTED FORCOMPLIANCE WITH THESE REQUIREMENTS IN ACCORDANCE WITH ASTM D-1557, LATEST REVISION,AND REPORTED BY THE GEOTECHNICAL ENGINEER.6.CLASS I OR CLASS II (TRENCH) BACKFILL SHALL NOT BE PLACED UNTIL BEDDING AND INITIAL (PIPEZONE) BACKFILL HAVE BEEN OBSERVED, TESTED AND APPROVED.7.COMPACTION BY FLOODING OR JETTING IS NOT PERMITTED.8.CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT(S), THE PROJECT WORK AREA ANDVICINITY, AND SHALL FAMILIARIZE HIMSELF WITH THE WORK AREA CONDITIONS. CONTRACTOR SHALLMAKE HIS OWN DEDUCTIONS AND CONCLUSIONS AS TO HOW EXISTING SURFACE AND SUB-SURFACECONDITIONS WILL AFFECT OR BE AFFECTED BY HIS CONSTRUCTION OPERATIONS, INCLUDING THENATURE OF MATERIALS TO BE EXCAVATED. THE DEGREE OF DIFFICULTY ASSOCIATED WITH MAKINGAND MAINTAINING THE REQUIRED EXCAVATIONS, AND THE DEGREE OF DIFFICULTY WHICH MAY ARISEFROM SUBSURFACE CONDITIONS INCLUDING GROUNDWATER, AND SHALL ACCEPT FULLRESPONSIBILITY THEREOF.9.IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE INTEGRITY OF EXISTING PAVEMENTALONG AND BEHIND THE TRENCH SAWCUT LINES DURING CONSTRUCTION. IF THIS PAVEMENT ISBROKEN-OFF OR OTHERWISE DAMAGED BEFORE NEW PAVEMENT IS PLACED, CONTRACTOR SHALLSAWCUT A NEW CONFORM LINE PARALLEL WITH, FULL LENGTH OF, AND SUFFICIENT DISTANCE(1-FOOT MINIMUM) BEHIND ORIGINAL SAWCUT SO AS TO REMOVE DAMAGED PAVEMENT AND / ORIRREGULARITY ALONG THE CONFORM LINE.GENERAL GRADING NOTES:1.GRADING SHALL BE IN CONFORMANCE WITH RECOMMENDATIONS MADE BY THE GEOTECHNICALENGINEER DURING OBSERVATION AND TESTING OF SITE DEMOLITION, PREPARATION, GRADING, ANDDEVELOPMENT WORK. FOR ANY CONFLICT BETWEEN THESE PLANS AND THE RECOMMENDATIONSAND/OR SPECIFICATIONS OF THE GEOTECHNICAL ENGINEER, THE MORE STRINGENT PROVISIONSHALL GOVERN.2.AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATION (EXCEPT TREES INDICATED TOREMAIN), INCLUDING ROOTS AND ROOT STRUCTURES, OTHER ORGANIC MATERIAL, DEBRIS,NON-COMPLYING FILL, AND OTHER MATERIAL UNSUITABLE FOR SUPPORT OF FILL AND/ORPROPOSED IMPROVEMENTS, AS RECOMMENDED BY AND UNDER THE OBSERVATION AND TESTINGOF THE GEOTECHNICAL ENGINEER. CALL THE INSPECTOR FOR INITIAL INSPECTION.3.ALL UNSUITABLE SOIL MATERIALS AND RUBBISH AND DEBRIS RESULTING FROM DEMOLITION ANDGRADING OPERATIONS SHALL BE REMOVED FROM THE JOB SITE; TRANSPORTED TO A SUITABLELOCATION AND DISPOSED OF IN A PROPER AND LEGAL MANNER.4.AREAS TO RECEIVE FILL MATERIAL AND AREAS TO RECEIVE BUILDINGS, EXTERIOR SLABS,WALKWAYS, WALLS, PAVEMENT AND OTHER STRUCTURAL IMPROVEMENTS SHALL BE PREPARED ASRECOMMENDED BY AND UNDER THE OBSERVATION AND TESTING OF THE GEOTECHNICALENGINEER. RECOMMENDATIONS FOR OVER EXCAVATION, ADDITIONAL SCARIFICATION, BACKFILLAND RECOMPACTION ARE CONTAINED IN THE PROJECT GEOTECHNICAL REPORT REFERENCED INTHE GENERAL NOTES ON THESE PLANS.5.PRIOR TO PLACEMENT OF FILL AND BACKFILL MATERIAL, THE PREPARED AREA SHALL BE INSPECTEDAND APPROVED BY THE INSPECTOR. THE GEOTECHNICAL ENGINEER SHALL ALSO OBSERVE THEAREAS TO BE FILLED. ALLOW A MINIMUM 48-HOUR NOTICE. FILL AND BACKFILL PLACED ON THEPREPARED AREA WITHOUT THE REQUIRED OBSERVATION SHALL BE REMOVED.6.ALL FILL MATERIAL, WHETHER EXCAVATED ON-SITE OR IMPORTED FROM OFF-SITE, SHALL BETESTED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. IMPORTED FILLMATERIAL SHALL BE EQUAL TO OR BETTER IN QUALITY THAN THE ON-SITE SOILS AND SHALLCONFORM TO THE RECOMMENDATION OF THE GEOTECHNICAL ENGINEER. THE GEOTECHNICALENGINEER SHALL TEST AND APPROVE THE SOIL PROPOSED FOR IMPORT FOR STRUCTURAL FILLPRIOR TO IMPORTATION TO THE SITE. THE LANDSCAPE ARCHITECT AND THE GEOTECHNICALENGINEER SHALL TEST AND APPROVE THE SOIL PROPOSED FOR IMPORT FOR LANDSCAPE AREASURFACE MATERIAL PRIOR TO IMPORTATION TO THE SITE.7.CONTRACTOR SHALL REFER TO THE FOLLOWING AS APPLICABLE:-ARCHITECT'S PLANS FOR ADDITIONAL GRADING REQUIREMENTS IN BUILDING AREAS.-LANDSCAPE ARCHITECT'S PLANS FOR TREE PRESERVATION REQUIREMENTS AND FOR SUBGRADEALLOWANCES IN LANDSCAPE AREAS.-PUBLIC IMPROVEMENT PLANS FOR INTERFACING WITH PUBLIC GRADING, PAVING, STORMDRAINAGE AND UTILITY IMPROVEMENTS.8.WHERE PLANTER AREAS ARE SHOWN ON THE PLANS ADJACENT TO BUILDINGS AND ARE CONTAINEDBY WALKS / FLATWORK LESS THAN 8" BELOW BOTTOM OF SILL PLATE OR WHERE ADJACENT FINISHGRADE OUTSIDE A BUILDING IS SHOWN TO BE LESS THAN 8" BELOW BOTTOM OF SILL PLATE, IT ISTHE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT BUILDING PLANS CALL FOR APPROPRIATEDAMPPROOF OR WATERPROOF CONSTRUCTION AND IS CONSTRUCTED IN ACCORDANCE WITH ALLBUILDING APPLICABLE CODE REQUIREMENTS.9.PLAN ELEVATIONS SHOWN ON SOIL AND LANDSCAPED AREAS ARE FINISH GRADE (FINISH SURFACE)ELEVATIONS INTENDED TO ESTABLISH SURFACE DRAINAGE CONTROL FOR THESE AREAS. DURINGGRADING OPERATIONS, THICKNESSES (SUBGRADE ALLOWANCES) SPECIFIED BY LANDSCAPEARCHITECT FOR TURF, WOOD CHIPS, MULCH, ETC. SHALL BE SUBTRACTED FROM THESEELEVATIONS TO ESTABLISH FINISH SUBGRADE.10.BEFORE PLACEMENT OF AGGREGATE BASE OR SUBBASE MATERIAL IN PAVEMENT AREAS, THESUBGRADE SOIL SHALL BE REVIEWED AND TESTED BY THE GEOTECHNICAL ENGINEER. DURINGPAVING OPERATIONS, STRUCTURAL SECTION COMPACTION SHALL BE OBSERVED AND TESTED BYTHE GEOTECHNICAL ENGINEER.11.QUALITY REVIEW AND REPORTING REQUIREMENTS.A.GRADING AND IMPROVEMENTS FOUND NOT IN CONFORMANCE WITH APPROVED PLANS ANDDESIGN INTENT SHALL BE CORRECTED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.ADDITIONAL SURVEYING TO CONFIRM ELEVATIONS AFTER CORRECTIVE MEASURES SHALL ALSO BEAT CONTRACTOR'S EXPENSE.REQUIREMENTS FOR VARIOUS SURFACING CONDITIONS ARE AS FOLLOWS:-DIRT: NOT LESS THAN 2% (1/4" PER FOOT) SLOPE IN DIRECTION OF SURFACE DRAINAGE AND 0.10FOOT MAXIMUM DEVIATION FROM DESIGN ELEVATION AT ANY LOCATION-A.C. PAVEMENT: NOT LESS THAN 1% (1/8 INCH PER FOOT) SLOPE IN DIRECTION OF SURFACEDRAINAGE AND 0.04 FOOT MAXIMUM DEVIATION FROM DESIGN ELEVATION AT ANY LOCATION-CONCRETE: NOT LESS THAN 0.5% (1/16 INCH PER FOOT) SLOPE IN DIRECTION OF SURFACEDRAINAGE AND 0.02 FOOT MAXIMUM DEVIATION FROM DESIGN ELEVATION AT ANY LOCATIONUNLESS NOTED OTHERWISE ON PLANS.DEMOLITION NOTES:1.THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURESSHOWN ON THESE PLANS ARE OBTAINED BY THE AVAILABLE RECORDS PROVIDED. THE CIVILENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES, NOR FOR UTILITY ORIRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BERESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO WORK OR POTHOLE TODETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOTSHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ORPROTECTION OF ALL EXISTING UTILITY LINES.2.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF THE SITE AND SHALL REMOVE ANDDISPOSE OF ALL STRUCTURES ABOVE AND OR BELOW GROUND UNLESS NOTED OTHERWISE. ANYHAZARDOUS MATERIALS ENCOUNTERED SHALL BE HANDLED AND REMOVED AS REQUIRED BYLOCAL AND/OR STATE LAWS AT NO COST TO THE OWNER.3.THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DAMAGE TO EXISTING HARDSCAPEIMPROVEMENTS, UTILITY FACILITIES, AND LANDSCAPING FEATURES THAT ARE NOT AFFECTED BYTHESE PLANS.4.ALL JOIN LINES SHALL BE SAWCUT ON A NEAT, STRAIGHT LINE PARALLEL WITH THE JOIN. THE CUTEDGE SHALL BE PROTECTED FROM CRUSHING, AND ALL BROKEN EDGES SHALL BE RE-CUT PRIORTO JOINING.5.ALL EXISTING OBJECTIONABLE MATERIALS THAT CONFLICT WITH PROPOSED IMPROVEMENTSINCLUDING, BUT NOT LIMITED TO, BUILDING FOUNDATIONS, UTILITIES, APPURTENANCES, TREES,SIGNS, STRUCTURES, ETC. SHALL BE REMOVED AND DISPOSED BY THE CONTRACTOR AT NO COSTTO THE OWNER, UNLESS NOTED OTHERWISE HEREIN, OR AS DIRECTED BY THE CONSTRUCTIONMANAGER.6.THE CONTRACTOR SHALL PROTECT ALL EXISTING STREETS FROM DAMAGES CAUSED BY HISOPERATIONS. ANY CURBS DAMAGED DURING HIS OPERATIONS SHALL BE SAWCUT AND REPLACEDAT NO COST TO THE OWNER. ANY EXISTING PAVING IDENTIFIED AS POTENTIALLY NEEDING TO BEREPLACED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TOTHE COMMENCEMENT OF WORK.7.THE CONTRACTOR SHALL PERFORM AND BE RESPONSIBLE FOR ALL CLEARING AND GRUBBINGOPERATIONS AS NECESSARY TO COMPLETE THE WORK, INCLUDING TRANSPORTATION ANDDISPOSAL OF ALL REMOVED MATERIALS, AND ALL ASSOCIATED COSTS.GENERAL NOTES:1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF SAN LUIS OBISPO AND THECURRENT EDITION OF THE CALIFORNIA BUILDING CODE.2.IN THE EVENT OF A CONFLICT BETWEEN ANY REFERENCED STANDARD, THE MORE STRINGENTREQUIREMENT SHALL GOVERN.3.STORMWATER POLLUTION PREVENTION REQUIREMENTS PER CITY OF SAN LUIS OBISPO ANDSWRCB.4.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION ISIN PROGRESS.5.BEFORE BEGINNING WORK, CONTRACTOR SHALL CONFIRM WITH AGENCIES HAVINGJURISDICTION THAT ALL REQUIRED PERMITS AND LICENSES HAVE BEEN OBTAINED AND ALLREQUIRED NOTICES GIVEN.6.UNDERGROUND AND OVERHEAD CONSTRUCTION IN ADDITION TO WHAT IS SHOWN ON THESEPLANS MAY BE PART OF THIS PROJECT, INCLUDING ARCHITECTURAL AND LANDSCAPEARCHITECTURAL IMPROVEMENTS. ADDITIONAL PERMITS MAY BE REQUIRED.A.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK AND INTERFACINGIMPROVEMENTS WITH WORK BY OTHER CONTRACTORS AT THIS JOB SITE AND WITHIMPROVEMENTS REQUIRED BY PLANS BY OTHERS.B.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR BUILDING AND SITE LAYOUTDIMENSIONING.C.CONTRACTOR SHALL REFER TO ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL PLANSAND SPECIFICATIONS FOR SITE DEVELOPMENT CONSTRUCTION DETAILS AND DIMENSIONING,INCLUDING THOSE FOR BUILDINGS, PATIOS, WALKWAYS, DRIVEWAYS, WALLS/FENCES,PLUMBING, ELECTRICAL, UTILITIES, LANDSCAPING, AND IRRIGATION.7.ALL SITE WORK AND TESTING SHALL BE DONE IN CONFORMANCE WITH THE RECOMMENDATIONSCONTAINED IN THE FOLLOWING GEOTECHNICAL ENGINEERING REPORT FOR THIS PROJECT:A.PREPARED BY: EARTH SYSTEMS PACIFIC, FILE NUMBER: 302473-002, DATE: JANUARY, 2019.B.THIS REPORT AND ANY ADDENDA SHALL BE INCORPORATED INTO THESE PLANS AND MADE APART HEREOF AS IF SPELLED OUT IN THEIR ENTIRETY HEREON. IT IS THE CONTRACTOR'SRESPONSIBILITY TO REVIEW THE APPLICABLE GEOTECHNICAL REPORTS. CONTRACTOR SHALLCONTACT THE GEOTECHNICAL ENGINEER TO OBTAIN OR REVIEW COPIES OF THESE REPORTSAND ADDENDA.C.PRIOR TO BIDDING, CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER TODETERMINE THE LOCATION AND DEPTH OF ALL TEST BORINGS AND EXPLORATORY PITS ANDEXCAVATIONS. CONTRACTOR SHALL DETERMINE FROM THE GEOTECHNICAL ENGINEER WHATREMEDIAL WORK IS RECOMMENDED TO MAKE THESE DISTURBED LOCATIONS SUITABLE FORTHE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS FORTHE RECOMMENDED REMEDIAL WORK AND SHALL ADJUST HIS OPERATIONS TO PROPERLYSEQUENCE THE WORK TO ACCOMMODATE REMEDIAL WORK WITH CONSTRUCTION OFPROPOSED IMPROVEMENTS.8.ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE HEALTH ANDSAFETY LAWS, ORDINANCES, REGULATIONS, RULES, AND STANDARDS INCLUDING ALLREQUIREMENTS OF CAL-OSHA AND OSHA.9.ALL UNSUITABLE CONSTRUCTION MATERIALS AND RUBBISH AND DEBRIS SHALL BE REMOVEDFROM THE JOB SITE; TRANSPORTED TO A SUITABLE LOCATION, AND DISPOSED OF IN A PROPERAND LEGAL MANNER.10.ALL WORK INVOLVING EXCAVATION, INCLUDING THAT FOR WATER, SEWER, STORM DRAIN ANDUTILITY CONDUITS AND ALL SERVICE CONNECTIONS AND METER BOXES (NOT PERMITTED INDRIVEWAYS) SHALL BE COMPLETED AND OBSERVED AND APPROVED BY THE AGENCY HAVINGJURISDICTION AND THE STRUCTURAL BACKFILL OBSERVED AND TESTED FOR COMPACTION ANDAPPROVED BY THE GEOTECHNICAL ENGINEER BEFORE AGGREGATE BASE, PAVING AND OTHERPERMANENT SURFACE CONSTRUCTION MAY COMMENCE.11.BEFORE COMMENCING EXCAVATION, CONTRACTOR SHALL CONTACT PUBLIC WORKS ANDUTILITY COMPANIES OR OTHER OWNERS OF SUBSURFACE FACILITIES WITHIN THE WORK SITEAND SHALL VERIFY WHETHER OR NOT A REPRESENTATIVE WILL BE PRESENT BEFORE AND/ORDURING EXCAVATION, AND SHALL DETERMINE SITE SPECIFIC REQUIREMENTS FOR EXCAVATION.12.CONTRACTOR SHALL NOTIFY PUBLIC WORKS, BUILDING AND SAFETY, UTILITY COMPANIES,GEOTECHNICAL ENGINEER, AND ENGINEER OF RECORD, AT LEAST 48 HOURS BEFORE START OFANY CONSTRUCTION AND OF THE TIME AND LOCATION OF PRE-CONSTRUCTION CONFERENCE,AND SHALL DETERMINE FROM EACH PARTY THEIR SCOPE OF WORK TO BE OBSERVED AND BYWHOM, AND SCOPE OF TESTING. DURING THE COURSE OF WORK, CONTRACTOR SHALL BERESPONSIBLE FOR CALLING FOR OBSERVATION AND TESTING AS STIPULATED PURSUANT TOABOVE DETERMINATIONS. WORK NOT OBSERVED AND TESTED WILL BE SUBJECT TO REJECTION.13.CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN SUCH SHEETING, SHORING, BRACING,AND/OR OTHER PROTECTION AS IS NECESSARY TO PREVENT FAILURE OF TEMPORARYEXCAVATIONS AND EMBANKMENTS AND TO PREVENT DAMAGE TO EXISTING IMPROVEMENTS,TEMPORARY IMPROVEMENTS, AND PARTIALLY COMPLETED PORTIONS OF THE WORK.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SUFFICIENCY OF SUCH SUPPORTSAND/OR OTHER PROTECTION PER ALL REQUIREMENTS OF CAL-OSHA AND OSHA.14.CONTRACTOR SHALL PROMPTLY NOTIFY ENGINEER OF RECORD AND AUTHORITY HAVINGJURISDICTION BY TELEPHONE AND IN WRITING UPON DISCOVERY OF, AND BEFORE DISTURBINGANY PHYSICAL CONDITIONS DIFFERING FROM THOSE REPRESENTED BY APPROVED PLANS ANDSPECIFICATIONS.15.CONTRACTOR SHALL MAINTAIN A COMPLETE AND ACCURATE RECORD OF ALL CHANGES OFCONSTRUCTION FROM THAT SHOWN ON THESE PLANS AND SPECIFICATIONS FOR THE PURPOSEOF PROVIDING A BASIS FOR CONSTRUCTION OF RECORD DRAWINGS. NO CHANGES SHALL BEMADE WITHOUT PRIOR WRITTEN APPROVAL OF ENGINEER OF RECORD AND AUTHORITY HAVINGJURISDICTION. UPON COMPLETION OF THE PROJECT, CONTRACTOR SHALL DELIVER THISRECORD OF ALL CONSTRUCTION CHANGES TO ENGINEER ALONG WITH A LETTER WHICHDECLARES THAT, OTHER THAN THESE NOTED CHANGES, "THE PROJECT WAS CONSTRUCTED INCONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS."WARNING: ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLEFOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESEPLANS MUST BE APPROVED IN WRITING BY PREPARER.16.CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTIONPRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETERESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THISPROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENTSHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONALSHARMLESS FROM ALL LIABILITY AND CLAIMS, REAL OR ALLEGED, IN CONNECTION WITH THEPERFORMANCE OF WORK ON THIS PROJECT AND ACCEPTS LIABILITY ARISING FROM THE SOLENEGLIGENCE OF DESIGN PROFESSIONALS.17.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VEHICULAR AND PEDESTRIAN TRAFFICCONTROL AND SAFETY AND SHALL FURNISH, INSTALL, AND MAINTAIN SUCH FENCING, SIGNS,LIGHTS, TRENCH PLATES, BARRICADES, AND/OR OTHER PROTECTION AS IS NECESSARY FORSAID CONTROL AND SAFETY.18.CONTRACTOR SHALL SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN TO THE SATISFACTION OFTHE CITY OF SAN LUIS OBISPO TRANSPORTATION DIVISION. PLAN MUST INCLUDE A DETOURPLAN, APPROPRIATE SIGNAGE AND ADVANCE WARNING POSTINGS A MINIMUM OF 2 WEEKSPRIOR TO START OF CONSTRUCTION.19.CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROTECTIONOF PUBLIC AND PRIVATE PROPERTY AT OR IN THE VICINITY OF THE JOB SITE AND FURTHERAGREES TO, AT CONTRACTOR'S EXPENSE, REPAIR OR REPLACE TO ORIGINAL CONDITION, ALLEXISTING IMPROVEMENTS WITHIN OR IN THE VICINITY OF THE JOB SITE WHICH ARE NOTDESIGNATED FOR REMOVAL AND WHICH ARE DAMAGED OR REMOVED AS A RESULT OFCONTRACTOR'S OPERATIONS.USE OF PLANS:THIS DRAWING IS PROVIDED IN AN ELECTRONIC FORMAT AS A COURTESY, IF REQUESTEDBY THE USER. THE DELIVERY OF THE ELECTRONIC FILE DOES NOT CONSTITUTE THEDELIVERY OF OUR PROFESSIONAL WORK PRODUCT. THE SIGNED HARD COPY PREPAREDFOR THE PROJECT CONSTITUTES OUR PROFESSIONAL WORK PRODUCT AND THE HARDCOPY MUST BE REFERRED TO FOR THE CORRECT DESIGN INFORMATION. THESE PLANSHAVE BEEN PREPARED SOLELY FOR USE FOR THE PROJECT SCOPE AND SITESPECIFICALLY IDENTIFIED HEREON AT THE TIME THESE PLANS ARE SIGNED. THEENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR,USE OF ANY PART OF THESE PLANS, INCLUDING ANY NOTE OR DETAIL, FOR ANYUNAPPROVED OR REVISED PROJECT SCOPE, OR FOR ANY OTHER PROJECT AT THIS ORANY OTHER SITE. USER AGREES TO INDEMNIFY AND HOLD HARMLESS ASHLEY & VANCEFOR ALL COSTS AND DAMAGES IF USED.USE OF ELECTRONIC INFORMATION:ELECTRONIC INFORMATION MAY BE PROVIDED BY THE ENGINEER FOR CONVENIENCE;UNDER NO CIRCUMSTANCES SHALL DELIVERY OF ELECTRONIC FILES FOR USE BY OTHERSBE DEEMED A SALE BY THE ENGINEER AND THE ENGINEER MAKES NO WARRANTIES,EITHER EXPRESS OR IMPLIED, OF MERCHANTABILITY AND FITNESS FOR ANY PARTICULARPURPOSE. IN NO EVENT SHALL THE ENGINEER BE LIABLE FOR INDIRECT ORCONSEQUENTIAL DAMAGES AS A RESULT OF THE USE OR REUSE OF THE ELECTRONICFILES BY OTHERS.ELECTRONIC INFORMATION IS INTENDED TO PROVIDE INFORMATION SUPPLEMENTAL ANDSUBORDINATE TO THE CONSTRUCTION CONTRACT DOCUMENTS. LAYOUT ANDCONSTRUCTION OF PROJECT ELEMENTS SHALL BE BASED ON DIMENSIONS ANDINFORMATION INCLUDED ON THE SIGNED AND SEALED CONSTRUCTION CONTRACTDOCUMENTS WHICH SHALL CONTROL OVER ELECTRONIC INFORMATION. USER ISRESPONSIBLE FOR CONFIRMING LOCATION OF PROPOSED IMPROVEMENTS BASED ONDIMENSIONS AND INFORMATION INCLUDED ON THE CONSTRUCTION CONTRACTDOCUMENTS; INCONSISTENCIES BETWEEN THE ELECTRONIC INFORMATION AND THECONSTRUCTION CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THEENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION.PROJECT ELEMENTS SUCH AS MANHOLES, CATCH BASINS, UTILITY VAULTS, VALVEASSEMBLIES, STAIRS, RAMPS, WALLS, ETC. ARE SHOWN SCHEMATICALLY IN THEELECTRONIC INFORMATION AND CONSTRUCTION OF THESE ELEMENTS SHALL BE INACCORDANCE WITH THE CONSTRUCTION NOTES AND DETAILS PRESENTED ORREFERENCED IN THE SIGNED AND SEALED CONSTRUCTION CONTACT DOCUMENTS.IMPROVEMENTS CONSTRUCTED BASED ON ELECTRONIC INFORMATION AND IN CONFLICTWITH THE DRAWING DIMENSIONS DETAILS, AND THE CONSTRUCTION CONTRACTDOCUMENTS SHALL BE REMOVED AND CONSTRUCTED IN THE PROPER LOCATION ANDDIMENSIONS AT CONTRACTOR'S SOLE EXPENSE.DIGITAL DRAWINGS ARE TYPICALLY A COMPILATION OF DRAWINGS FROM A NUMBER OFSOURCES AND, AS SUCH, THERE IS INFORMATION IN THE ELECTRONIC FILE ISSUED BYTHE ENGINEER THAT WAS NOT DEVELOPED BY THE ENGINEER AND IS NOT AUTHORIZEDBY THE ENGINEER FOR USE BY OTHERS. ELECTRONIC INFORMATION PROVIDED BY THEENGINEER SHALL ONLY BE APPLICABLE FOR IMPROVEMENTS DESIGNED BY THEENGINEER AND WHICH ARE SPECIFICALLY DESIGNATED BY CONSTRUCTION NOTESAND/OR DETAILS ON THE SIGNED AND SEALED CONTRACT DOCUMENTS.IF DIGITAL FILES ARE OBTAINED WITH THE INTENT TO USE THEM FOR PROJECT STAKING,THEY SHALL ONLY BE USED BY A QUALIFIED ENGINEER OR LAND SURVEYOR REGISTEREDIN THE STATE OF CALIFORNIA. DIGITAL INFORMATION SHALL ONLY BE USED FOR STAKINGHORIZONTAL LOCATION OF PROPOSED IMPROVEMENTS AFTER IT HAS BEEN CONFIRMEDWITH THE SIGNED AND SEALED CONSTRUCTION CONTRACT DOCUMENTS.THE DIGITAL DRAWINGS ARE NOT INTENDED TO BE USED DIRECTLY FOR CONTROL OFCONTRACTOR'S GRADING OPERATIONS WITHOUT STAKING BY ENGINEER OR LANDSURVEYOR. THE INTERSECTION OF PROPOSED CUT AND FILL SLOPES WITH EXISTINGGRADE IS APPROXIMATE WHERE SHOWN ON THE DRAWINGS AND SHALL BE CONFIRMEDBY FIELD STAKING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONSTRUCT SLOPES INCONFORMANCE WITH THE SPECIFIED AND DETAILED REQUIREMENTS CONTAINED IN THECONTRACT DOCUMENTS.2NOTE SHEET
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WSDSDW 2402402402404'' W
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G 242243244245246247248EEEEEEEEEEEEWWWWWWN32°38'27"E 408.54' B.O.B.S32°04'16"E 966.22'S41°13'29"W 567.12'494.04'S32°04'16"E 1480.26'S. P. R. R.PARCEL 482 PM 8220' PUBLIC WATERLINEEASEMENT PER 990 O.R. 53210' PUBLIC SEWEREASEMENT PER 860 O.R. 137(E) FIRE WATERPUMP HOUSEO
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D 20' SEWER EASEMENTPER 82 PM 82(E) FHLIMITS OF FLOODZONE X PER FIRMPANEL 06079C1069GEFFECTIVE 11/16/2012SYDNEY CREEK(E) BFP40' DRAINAGEEASEMENT PER 82 PM 82235.9 TW228.9 INV 48" HDPE(E) 16" PVCWATERLINE(E) 8" D.I.P. RECYCLED WATERLINE W/BLOW OFF PER TRACT 2707(E) 12" WATERLINE(E) 6" GAS PER PERTRACT 2707PARCEL 170 PM 79100'
ROW 70'WWWWWW10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+50MONUMENTPER 82 PM 82MONUMENTPER 82 PM 82MONUMENTPER 82 PM 82PARCEL 182 PM 8212
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G 240236238239
235234233
232
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2315.72°'
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1
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17
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4
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'(E) FHL:49.94', R:500.00'L:121.61', R:400.00'L:71.05', R:500.00'L:75.71', R:500.00'IRR
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO2252302402502252302402509+5510+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+40STA: 10+00.00240.83 ES
STA: 15+03.68
235.91 ES
STA: 19+53.92
233.71 ES8" D.I.P.RECYCLEDWATERLINEINSTALL GATE VALVEAND END CAP PERCITY OF SLO STD. 6340STA: 19+53.92INSTALL BLOW-OFFASSEMBLY PERCITY OF SLO STD. 6350STA.10+00228.9 INV (E)48" HDPEPVI STA: 11+92.51PVI ELEV: 234.70L: 200.00R: 30306.64BVCS: 10+92.51BVCE: 236.32EVCS: 12+92.51EVCE: 232.42
PVI STA: 15+25.00PVI ELEV: 227.12L: 100.00R: 3584.00BVCS: 14+75.00
BVCE: 228.26
EVCS: 15+75.00
EVCE: 227.38 LOW PT STA: 15+56.67LOW PT ELEV: 227.339+5510+00240.8237.82240.7237.4110+50240.5237.01240.3236.6011+00240.2236.20240.0235.7711+50239.8235.33239.7234.8712+00239.5234.39239.4233.8812+50239.3233.36239.2232.8113+00239.1232.25238.7
231.68
13+50238.2
231.11
237.7
230.54
14+00237.2
229.97
236.9
229.40
14+50236.6
228.83
236.2
228.26
15+00235.9
227.78
235.7
227.47
15+50235.3
227.34
234.9
227.38
16+00234.6
227.51
234.2
227.63
16+50234.0
227.76
233.8
227.89
17+00233.7
228.02
233.6
228.15
17+50233.5
228.27
233.4
228.40
18+00233.3
228.53
233.3
228.66
18+50233.2
228.78
233.3
228.91
19+00233.4
229.04
233.6
229.17
19+50233.7
229.30
20+0020+40STA: 16+79.94
STA: 12+99.20-1.62%-2.28%0.51%232.9± TOP(E) 48" HDPESTA: 15+50.00
235.35 ES
S:\All Jobs\2018 all jobs\181058 - 1160 laurel creek - braff\02_working drawings\recycled water pips\02_working drawings\PIP\Plan and profile.dwg, 3, Apr 25, 2022 4:12pm, Evan
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSJEMDSJPER PLAN04/25/2022.3EENI
TSCTAEFOIGER
AIOFILACLIVNR
RERPS
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FONOILAGNEISSS
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ANNON JESSICANo. 75578Exp. 06/30/221150 LAUREL LANE RECYCLED WATER LINE
N040
4080HORIZONTAL SCALE: 1" = 40' DIAL TOLL FREE811 OR(1-800-422-4133)AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERTPLAN - STA. 10 + 00 TO 19 + 56.31SCALE: HORZ. 1" = 40'PROFILE - STA. 10 + 00 TO 19 + 56.31SCALE: HORZ. 1" = 40'VERT. 1" = 4'GENERAL NOTES:INSTALL THRUST BLOCKS AT ALL BENDS OF 22.5° OR MOREPER CITY OF SAN LUIS OBISPO UNIFORM DESIGN CRITERIA6.1.1.GMAXIMUM DEFLECTION FOR 8" D.I.P. IS 4° PER 20' LENGTH OFPIPE (290' CUVE RADIUS) PER AWWA RECOMMENDATIONS.STA: 12+99+.20-16+79.94 EXISTING SURFACE BASED OFF OF2018 ALTA SURVEY.STA: 10+00-12+99.20 AND STA: 16+79.94-19+53.92 EXISTINGSURFACE BASED OFF OF RRM 1997 DESIGN ELEVATIONS,CONTRACTOR TO VERIFY (E) GRADES.ALL DEMOLITION AND GRADING SHALL BE IN COMPLIANCE WITHTHE RECOMMENDATIONS CONTAINED IN THE SOILS REPORTPREPARED BY EARTH SYSTEMS PACIFIC, FILE NO. 302473-002,DATED JANUARY 11, 2019 AND ALL ADDENDA TO THE REPORTSHALL BE CONSIDERED PART OF THESE PLANS. CONTRACTORSHALL CONTACT SOILS ENGINEER PRIOR TO START OFDEMOLITION WORK.CONTACT: KEITH P. ASKEW, PE PHONE: (805) 544-3276CONSTRUCTION NOTES:INSTALL 8" D.I.P. RECYCLED WATERLINE IN THE CENTER OF THE BIKE PATH PER CITY OF SAN LUISOBISPO STANDARD DETAIL 6020, TYPICAL MINIMUM 3' OF COVER. PROVIDE 4" AC PAVING OVERTRENCHING.INSTALL RECYCLED WATER SERVICE LINE PER CITY OF SAN LUIS OBISPO STANDARD 6020 TOEMPTY METER BOX PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 6210 AND STUB TOPROPERTY FOR FUTURE TIE ININSTALL 8" D.I.P. RECYCLED WATERLINE PER CITY OF SAN LUIS OBISPO DETAIL 6020 WITHTWO-SACK CONCRETE SLURRY BACKFILLAFTER TRENCHING IS COMPLETE, INSTALL GLASGRID 8502, 2" ASPHALT PAVING OVER THE FULLWIDTH OF THE BIKE PATH, AND STRIPING PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 7040CLASS 1 BIKEWAY.INSTALL BLOW-OFF ASSEMBLY PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 6350.INSTALL GATE VALVE PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 6340.123456(236.5) EG(237.5) EG(233.4) EG(233.8) ES(234.2) ES(235.7) ES(236.7) ES(238.0) ES(247.2) EG3.0'MIN COVERTYP.3.0'MIN COVERTYP.APPROXIMATE CL OF (E)48" CULVERT BELOWBICYCLE PATH ALIGNMENT1.0'MIN(E) SURFACE BASEDOFF OF RRM 1997 DESIGN ELEVATIONS,CONTRACTOR TO VERIFY (E) GRADES(E) SURFACE BASEDOFF OF RRM 1997 DESIGN ELEVATIONS,CONTRACTOR TO VERIFY (E) GRADES(E) SURFACE IN THIS REGION BASEDOFF OF 2018 ALTA SURVEY11235.72°'(236.0) ES3(E) 8" STORMDRAINCONTRACTOR TOVERIFY LOCATION(E) 8" STORMDRAINCONTRACTOR TOVERIFY LOCATION(E) IRRIGATION LATERALCONTRACTOR TOVERIFY LOCATION(E) IRRIGATION MAINCONTRACTOR TOVERIFY LOCATION(E) ELECTRICAL CONDUITCONTRACTOR TOVERIFY LOCATION(E) IRRIGATION MAINCONTRACTOR TOVERIFY LOCATION(E) IRRIGATION LATERALCONTRACTOR TOVERIFY LOCATION(E) IRRIGATION IMPROVEMENTSCONTRACTOR TOVERIFY LOCATION TYP.(E) FENCECONTRACTOR TOVERIFY LOCATION(E) IRRIGATION IMPROVEMENTSCONTRACTOR TOVERIFY LOCATION TYP.(E) 8" STORMDRAINCONTRACTOR TOVERIFY LOCATION(E) IRRIGATION LATERALCONTRACTOR TOVERIFY LOCATION(E) IRRIGATION LATERALCONTRACTOR TOVERIFY LOCATION(E) IRRIGATION LATERALCONTRACTOR TOVERIFY LOCATION(E) IRRIGATION LATERALCONTRACTOR TOVERIFY LOCATION(E) IRRIGATION LATERALCONTRACTOR TOVERIFY LOCATION5444APPROXIMATE LOCATIONOF (E) FIBER OPTIC LINECONTRACTOR TOVERIFY LOCATIONS33°58'28"E154.29'S39°41'52"E138.52'S31°01'21"E234.46'S22°52'51"E99.64'S40°20'59"E8.71'A-ATYPICAL BIKE PATH SECTIONNTSCL OF BIKE PATH3.0' MIN
COVER TYP.(P) RECYCLED WATER LINE,LOCATED IN THE CENTEROF THE BIKE PATHAPPLY ADDITIONAL2" ASPHALT PAVINGOVER ENTIRE PATHWHERE TRENCHINGOCCURS(E) IRRIGATION LINES,CONTRACTOR TOVERIFY LOCATION(E) FIBER OPTIC LINE,CONTRACTOR TOVERIFY LOCATION(E) ELECTRICAL CONDUIT,CONTRACTOR TOVERIFY LOCATIONBIKE PATH SECTION PERCITY OF SLO STD. 7040TRENCHING PER CITYOF SLO STD. 6020EGEGPLAN AND PROFILE 6EGEGPIPE OD +16"INSTALL BLOW-OFFASSEMBLY PER CITYOF SLO STD. 6350STA: 15+50.00BUILD UP SHOULDERTO MATCH FS TYP.APPLY 4" OF NEWASPHALT PAVINGBELOW GLASGRIDOVER TRENCH WIDTHGLASGRID 8502N41°17'36"E56.70' (TIE)N57°55'44"E48.64' (TIE)5