HomeMy WebLinkAboutG001 GENERAL NOTESGENERAL NOTES11640G001SEALS AND SIGNATURESKEY PLANDRAWING TITLEPROJECT NUMBERSCALEDRAWING NUMBERDATEREVISSUED FOR500 PARK BOULEVARDSUITE 800ITASCA, IL 60143630.221.1212www.williams-architects.comWEST PARK:THE CORE2700 W. 116TH STREETCARMEL, IN 46032Owner:44 EAST MIFFLIN STREETSUITE 500MADISON, WI 53703608.251.1177www.smithgroup.com65% REVIEW 04/20/202090% CONSTRUCTION DOCUMENTS 06/01/2020100% REVIEW 06/19/2020ISSUED FOR BID 07/14/2020GENERAL NOTES1.CARMEL CLAY PARKS AND RECREATION IS ABBREVIATED ASCCPR.2.ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLECODES, REGULATIONS, AND ORDINANCES.3.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT ANAPPROVED STORM WATER MANAGEMENT PERMIT.4.PRIOR TO START OF PROJECT WORK, VERIFY ALL SITECONDITIONS AND SUBMIT A PROJECT PROGRESS SCHEDULETO THE ARCHITECT/ENGINEER FOR REVIEW AND COMMENT. DONOT BEGIN WORK PRIOR TO THE 'PRE-CONSTRUCTIONCONFERENCE' AND WRITTEN AUTHORIZATION TO PROCEED ISISSUED BY THE OWNER.5.NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANYIDENTIFIED DISCREPANCIES WITHIN THE CONSTRUCTIONDOCUMENTS PRIOR TO THE START OF WORK. DURINGPERFORMANCE OF THE WORK, VERIFY ALL DIMENSIONS ANDCONDITIONS AT THE JOB SITE AND CROSS-CHECK DETAILS ANDDIMENSIONS SHOWN ON THE DRAWINGS WITH RELATEDREQUIREMENTS ON THE DRAWINGS. CONTRACTOR SHALLVERIFY ALL SITE CONDITIONS PRIOR TO STARTING WORK. INALL CASES WHERE A CONFLICT MAY OCCUR, THEARCHITECT/ENGINEER SHALL BE NOTIFIED AND WILLINTERPRET THE INTENT OF THE CONTRACT DOCUMENTS.6.PRIOR TO THE COMMENCEMENT OF WORK, VERIFY LOCATIONSAND DEPTHS OF ALL UNDERGROUND UTILITIES THAT MAY BEAFFECTED BY CONSTRUCTION AND PROVIDE PROTECTIONFROM DAMAGE.7.TAKE ALL NECESSARY PRECAUTIONARY MEASURES TOPROTECT THE PUBLIC AND ADJACENT PROPERTIES FROMDAMAGE THROUGHOUT CONSTRUCTION, INCLUDING DAMAGESTO ROADS, UTILITIES, WALKS, WALLS, DRIVES, CURBS, ETC.8.SECURE ALL NECESSARY PERMITS AND NOTIFY ALL UTILITYCOMPANIES WITH UTILITIES ON THE SITE PRIOR TO THECONSTRUCTION OF THE PROJECT. ADHERE TO ALLAPPLICABLE LOCAL, STATE AND FEDERAL LAWS ORREGULATIONS PERTAINING TO THE PROJECT.9.PROTECT ALL WETLANDS FROM DISTURBANCE UNLESSSPECIFICALLY ALLOWED BY PERMIT.10.ESTABLISH AND MAINTAIN SITE SECURITY UNTIL PROJECTACCEPTANCE.11.REFER TO THE SPECIFICATIONS FOR ADDITIONALREQUIREMENTS NOT SHOWN ON DRAWINGS.12.DETAILS NOTED AS TYPICAL SHALL APPLY IN ALL CASESUNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE.WHERE NO SPECIFIC DETAIL IS SHOWN, NOTIFY ARCHITECT /ENGINEER TO REQUEST INFORMATION.13.TAKE NOTE OF ALL GRADING AND DRAINAGE WAYS ANDMAINTAIN THESE DRAIN WAY FLOWS FREE OF OBSTRUCTIONS.14.COORDINATE CONSTRUCTION OF PENETRATIONS, SLEEVES,VARIATIONS IN THE SLAB ELEVATIONS, DEPRESSED AREAS ANDALL OTHER ARCHITECTURAL, MECHANICAL, ELECTRICAL ANDPLUMBING REQUIREMENTS.15.DISPOSE OF ALL ELEMENTS DESIGNATED FOR REMOVAL IN ALEGAL MANNER. PROVIDE RECEIPTS AND LETTERS FROMDISPOSAL SITES TO OWNER IF REQUIRED BY THE OWNER.PREPARE SWPP AND OBTAIN REGULATORY APPROVALS FORDISPOSAL SITES IF REQUIRED BY REGULATORY AGENCIES.16.PREPARE ALL SUBGRADES IN ACCORDANCE WITHRECOMMENDATIONS OF GEOTECHNICAL ENGINEER.17.COORDINATE WORK OF SUBCONTRACTORS AND ALL OTHERCONTRACTORS TO ENSURE ORDERLY AND EFFICIENTCOMPLETION OF ALL WORK.LAYOUT & MATERIALS NOTES1.THE LAYOUT OF FACILITIES SHOWN ON THESE DRAWINGS ARE BASEDON THE HORIZONTAL AND VERTICAL CONTROL SYSTEM ESTABLISHEDBY THE SURVEY.2.SITE COORDINATES ARE SHOWN FOR CONSTRUCTION BASELINES ANDKEY FEATURES ONLY. AN ELECTRONIC COPY OF AN AUTOCADDRAWING FILE WILL BE PROVIDED TO THE SUCCESSFUL BIDDER FORLAYOUT OF PROPOSED FACILITIES DESIGNED BY ENGINEER ANDSHOULD BE USED ONLY FOR THOSE FACILITIES. NO GUARANTEE ISMADE BY ENGINEER FOR THE ACCURACY OF WORK PROVIDED BYOTHERS. STAKING IS RESPONSIBILITY OF CONTRACTOR.3.IN THE EVENT OF ANY DISCREPANCIES BETWEEN THESE CONTRACTDOCUMENTS AND THE ELECTRONIC FILES, THE CONTRACT DRAWINGSWILL CONTROL. NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELYWHEN ANY DISCREPANCY IS NOTED.4.CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE LAYOUT ASDIRECTED BY THE ENGINEER IF NECESSARY TO CONNECT TOEXISTING FACILITIES.5.ALL DIMENSIONS MUST BE FIELD VERIFIED BY CONTRACTOR AND ANYDISCREPANCIES REPORTED TO THE ARCHITECT/ENGINEERIMMEDIATELY.6.CONTRACTOR SHALL SET AUXILIARY BENCHMARKS AS REQUIRED TOLAYOUT AND CONSTRUCT WORK.7.CONTRACTOR SHALL CONFIRM LOCATION OF ALL UNDERGROUNDUTILITIES PRIOR TO START OF CONSTRUCTION.8.PAVING RADII SHALL BE FORMED COMPLETELY AND SMOOTHLYTRANSITION INTO TANGENTS AND ADJOINING LINES. FLATTENEDSEGMENTS IN HORIZONTAL LAYOUT SHALL BE REMOVED ANDREPLACED AT NO COST TO OWNER.9.REFER TO 2011 INDIANA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MUTCD) WITH LATEST REVISONS (EFFECTIVE 2016) FOR SIGNPANEL GUIDELINES, LAYOUT GUIDELINES, AND REFERENCES. REFERTO INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) 2020STANDARD SPECIFICATION SECTION 802 FOR SIGNS AND SECTION 808FOR PAVEMENT MARKINGS. REFER TO INDOT STANDARD DRAWING (E802-SNGS-05, E 802-SNGS-06) FOR SIGN REFLECTORIZATIONSCHEDULE, STANDARD DRAWING (E 802-SNGS-09, E 802-SNGS-10) FORSTEEL SIGN POSTS SIZES AND DATA.10.ALL PAVEMENT AREAS SHALL BE PROOF-ROLLED UNDER THESUPERVISION OF A GEOTECHNICAL ENGINEER PRIOR TO THEPLACEMENT OF BASE MATERIALS AND PAVING MATERIALS.GEOTECHNICAL ENGINEER TO DIRECT CONTRACTOR ON SUBGRADEPREPARATION REQUIRED BASED ON FIELD OBSERVATIONS,SPECIFICATIONS AND GEOTECHNICAL REPORT RECOMMENDATIONS.11.HATCH PATTERNS ARE FOR REFERENCE ONLY. HATCHES DO NOTREPRESENT DIRECTIONAL LAYOUT OR PATTERN OF MATERIALS.12.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE CARMELDEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACTTHE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OFTHE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT ASIT RELATES TO ANY WORK WITHIN THE EXISTING AND PROPOSEDRIGHT-OF-WAY.13.ALL DIMENSIONS GIVEN ARE TO BACK OF CURB.14.REFER TO SHEET SE1.1 FOR ELECTRICAL BONDING REQUIREMENTS.SWPPP NOTES1.CONTRACTOR SHALL PROVIDE TEMPORARY SEDIMENTATION BASINSAT LOCATION SHOWN ON SWPP PLAN.2.EARTHMOVING MAY NOT COMMENCE UNTIL ITEMS #2-#4 OF"PRECONSTRUCTION ACTIVITIES" ON THIS SHEET HAVE BEENCOMPLETED, IN ADDITION TO ITEMS DEPICTED ON PLAN.3.IDEM RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILLPOTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED(TEMPORARY OR PERMANENT SEED, MULCH, ETC.) IMMEDIATELY.4.ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURESMAY BE REQUIRED IN THE FIELD BY CITY OF CARMEL OR HAMILTONCOUNTY.5.THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIALS INROADWAYS.6.MAINTAIN ALL INLET PROTECTION AND SILT FENCE BY CLEANINGOUT EVERY WEEK AND AFTER EVERY STORM EVENT.7.APPROXIMATE CONSTRUCTION SCHEDULE7.1.START DATE = AUGUST 10, 20207.2.COMPLETION DATE = AUGUST 4, 20218.RECEIVING WATER = WILLIAMS CREEK9.PROJECT LOCATION9.1.LATITUDE = 39° 57' 20.8" N9.2.LONGITUDE = 86° 12' 33.2" W10.CONTACT PERSON:CARMEL-CLAY PARKS AND RECREATIONMICHAEL KLITZING,DIRECTOR OF CARMEL-CLAY PARKS & RECREATION1411 EAST 116TH STREETCARMEL, IN 46032PH: 317-843-3875PRECONSTRUCTION ACTIVITIES1.EARTHMOVING MAY NOT COMMENCE UNTIL ITEMS #2-#4 OF"PRECONSTRUCTION ACTIVITIES" HAVE BEEN COMPLETED, INADDITION TO ITEMS DEPICTED ON SWPP PLAN SHEETS CD101-CD103.2.INSTALL STABILIZED CONSTRUCTION ENTRANCE AT EXISTINGENTRANCE DRIVE FROM W 116TH STREET.3.CONSTRUCT STAGING AREA NEAR CONSTRUCTION ENTRANCE.ALSO CONSTRUCT RULE 5 INFORMATION POSTING BOX AS SHOWNON SHEET CD501. INSTALL TRASH DUMPSTER AND PLACEPORT-O-LET.4.INSTALL SILT FENCE AS SHOWN ON SHEET CD101-CD107.5.STRIP TOPSOIL FROM CONSTRUCTION AREA FOR REUSE.6.INSTALL CONCRETE WASHOUT BASIN, AS INDICATED ON PLANS.SITE STABILIZATION NOTES1.COMPLETE EARTHWORK AND FINISH GRADING FOR SEEDED AREAS.APPLY SEED AND MULCH WITHIN 30 HOURS OF SEEDBEDPREPARATION.2.STABILIZATION OF A PROJECT SITE IS CONSIDERED ACHIEVED WHENALL LAND DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND AUNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70%HAS BEEN ESTABLISHED ON ALL UNPAVED AREAS AND AREAS NOTCOVERED BY PERMANENT STRUCTURES, OR EQUIVALENTPERMANENT STABILIZATION MEASURES HAVE BEEN EMPLOYED.3.THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURESAND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION WILLNO LONGER OCCUR.4.AFTER THE CONTRACTOR HAS REMOVED TEMPORARY EROSIONCONTROL MEASURES, ALL DISTURBED AREAS FROM REMOVAL OFCONTROLS & AT PROJECT LIMITS SHALL BE RE-SEEDED ASREQUIRED.GRADING NOTES1.BEFORE ANY EXCAVATION ON THE SITE, CALL INDIANA 811 TO LOCATEANY EXISTING UTILITIES ON THE SITE. THE CONTRACTOR SHALLBECOME FAMILIAR WITH THE LOCATION OF ALL BURIED UTILITIES INTHE AREAS OF WORK BEFORE STARTING OPERATIONS. THECONTRACTOR SHALL BE LIABLE FOR THE COST OF REPAIRING ORREPLACING ANY UTILITIES OR CONDUIT DAMAGED DURING THEINSTALLATION OF THIS WORK.2.CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF EXISTINGUNDERGROUND UTILITIES AND MANHOLES PRIOR TO THE START OFANY SEWER CONSTRUCTION. REPORT ANY DISCREPANCIES TO THEARCHITECT/ENGINEER.3.ADJUST ALL UTILITY STRUCTURE RIMS TO MEET PROPOSED FINISHGRADE, UNLESS NOTED OTHERWISE.4.GRADES SHALL SLOPE TO DRAIN, BE FREE OF DEPRESSIONS OROTHER IRREGULARITIES AFTER COMPACTION OF SOIL ANDINSTALLATION OF PAVEMENT, AND SHALL BE UNIFORM IN SLOPEBETWEEN THE ELEVATIONS INDICATED.5.ANY DEPRESSIONS WHICH CAUSE STANDING WATER ON PAVEMENTWILL REQUIRE CORRECTIVE ACTION BY THE CONTRACTOR WITH NOCOST TO THE OWNER.6.ALL PAVED SURFACES MUST HAVE A MINIMUM GRADE OF 1% ANDSHALL NOT EXCEED 5% , INCLUDING GRADING TOLERANCES, WITH THEEXCEPTION OF CURB RAMP LOCATIONS AND PLAYGROUND SURFACESWHERE INDICATED. CROSS-SLOPES ON ALL PAVED SURFACES SHALLNOT EXCEED 2%, INCLUDING GRADING TOLERANCES. ANY PROPOSEDGRADES ON THE PLANS WHICH DO NOT MEET THE AFOREMENTIONEDSLOPES REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OFTHE ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. PAVEDSURFACES FOUND TO BE IN NON-CONFORMANCE WITH SLOPEREQUIREMENTS SHALL BE REPLACED BY THE CONTRACTOR AT NOCOST TO OWNER. DIRECT ALL QUESTIONS OF ADA/ADAAGCOMPLIANCE TO THE ARCHITECT/ENGINEER FOR RESOLUTION.7.FINISH GRADES SHALL SMOOTHLY TRANSITION TO EXISTING AT LIMITOF GRADING.8.EXISTING TOPSOIL, VEGETATION AND ORGANIC MATERIALS SHALL BESTRIPPED AND REMOVED FROM PROPOSED PAVEMENT AREAS PRIORTO PLACEMENT OF BASE MATERIALS.9.TRANSITIONS BETWEEN CURB TYPES SHALL BE 6' UNLESS OTHERWISENOTED.10.FINISHED SURFACES SHALL BE SMOOTH AND EVEN WITH NO ABRUPTOR AWKWARD CHANGES IN GRADE.11.OWNER OR ARCHITECT/ENGINEER RESERVES THE RIGHT TO MAKEMINOR ADJUSTMENTS IN LINES AND GRADES AS THE WORKPROGRESSES, WHENEVER SUCH CHANGES ARE CONSIDEREDNECESSARY TO BETTER ACCOMPLISH THE DESIGN INTENT.12.PROVIDE FINE GRADING AND SOIL PREPARATION FOR ALL SEEDINGAREAS AND PLANTING BEDS PER LANDSCAPE SPECIFICATIONS.TOPSOIL DEPTH IN TURF SEED MIX AND PRAIRIE SEED MIX AREASSHALL BE A MINIMUM OF 6".UTILITY NOTES1.WATER MAINS TO HAVE 4.5 FEET OF COVER MINIMUM.2.ALL WATER LINES TO BE INSTALLED WITH TRACER WIRE AND BLUEREFLECTIVE WARNING TAPE LOCATED 18" ABOVE WATER LINE.3.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGNSPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINALAPPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVEDDESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCESOR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIORFIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITYOF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGNENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BEINCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGSSUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES.APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIESOF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY)SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OFCONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTORIS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT ISBEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANSAND AS APPROVED BY THE CITY OF CARMEL.4.PROPOSED STORMWATER MANAGEMENT SYSTEM IS TO BE UNDER THEPRIVATE OWNERSHIP OF THE OWNER.LANDSCAPE NOTES1.THE LAYOUT OF ALL PLANTING BEDS AND INDIVIDUAL TREES SHALLBE STAKED BY THE CONTRACTOR FOR APPROVAL BY OWNER INADVANCE OF INSTALLATION, SEE SPECIFICATIONS.2.THE CONTRACTOR IS RESPONSIBLE FOR INDEPENDENTLYDETERMINING THE PLANT MATERIAL QUANTITIES REQUIRED BY THELANDSCAPE PLANS. REPORT DISCREPANCIES TO THE LANDSCAPEARCHITECT.3.PROVIDE FINE GRADING AND SOIL PREPARATION FOR ALL SEEDINGAREAS AND PLANTING BEDS PER SPECIFICATIONS. TOPSOIL DEPTHIN TURF SEED MIX AND PRAIRIE SEED MIX AREAS SHALL BE AMINIMUM TOPSOIL DEPTH OF 18".4.SEE SWPP PLANS FOR TYPE & LOCATION OF EROSION CONTROLMEASURES.5.SEEDING APPLIES TO ALL AREAS DISTURBED BY CONSTRUCTIONACTIVITIES EVEN IF ACTIVITIES EXTEND BEYOND THE APPROXIMATEDLIMITS SHOWN ON THE DRAWINGS. REPAIR ANY DISTURBED AREASTO OWNER'S SATISFACTION. OWNER WILL NOT PAY FORRESTORATION BEYOND SEEDING LIMITS SHOWN ON DRAWINGSUNLESS DISTURBANCE IS AUTHORIZED IN WRITING IN ADVANCE OFDISTURBANCE OR REQUIRED FOR CHANGES IN THE WORK.6.SEE SHEETS LP500 AND LP501 FOR LANDSCAPE DETAILS ANDSCHEDULE.7.SEE GRADING PLANS FOR LIMITS OF SAND FILTER SOIL MIX.1.VERIFY ALL EXISTING CONDITIONS PRIOR TO DEMOLITION AND NOTIFYARCHITECT/ENGINEER OF DISCREPANCIES IN A TIMELY MANNER SO AS NOTTO IMPACT THE CONSTRUCTION SCHEDULE. PERFORM NO WORK INVOLVINGDISCREPANCIES UNTIL DIRECTED TO DO SO BY THE ARCHITECT/ENGINEER.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OFUTILITY INFORMATION. ARCHITECT/ENGINEER MAKES NO GUARANTEE NORASSUMES ANY LIABILITY AS TO THE COMPLETENESS AND/OR ACCURACY OFUTILITY DATA.3.ALL UTILITIES SHALL BE FIELD LOCATED A MINIMUM OF 48 HOURS PRIOR TOTHE START OF CONSTRUCTION.4.COORDINATE STAGING, STOCKPILE ZONES, AND CONSTRUCTION FENCING WITHTHE ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION.5.ALL STRUCTURES, UTILITIES, PAVEMENT AND TREES NOT DESIGNATED TO BEREMOVED SHALL BE PROTECTED DURING CONSTRUCTION. ANY DAMAGECAUSED BY THE CONTRACTOR TO ITEMS AND STRUCTURES TO REMAINSHALL BE REPAIRED AT NO COST TO THE OWNER.6.COORDINATE THE ADJUSTMENT OF UTILITY STRUCTURES WITH THEAPPROPRIATE AGENCIES. NO WORK SHALL BE DONE WITHOUT WRITTENCONSENT BY UTILITY OWNER. ALL UTILITY STRUCTURES TO REMAININCLUDING, BUT NOT LIMITED TO: CLEAN-OUTS, MANHOLES, CATCH BASINS.STRUCTURES, VALVE BOXES, SHUT OFF VALVES, VAULT COVERS, ELECTRICVAULT COVERS, ELECTRIC PULL BOXES, ETC. SHALL BE ADJUSTED TO FINISHGRADE, UNLESS NOTED OTHERWISE.7.ALL MATERIAL TO BE REMOVED SHALL BECOME THE PROPERTY OF THECONTRACTOR AND SHALL BE DISPOSED OFF SITE IN ACCORDANCE WITH ALLSTATE, LOCAL AND FEDERAL GUIDELINES, UNLESS OTHERWISE NOTED.8.ALL STORM DRAINS AND AREA DRAINS SHALL RECEIVE INLET PROTECTIONFILTER DURING DEMOLITION. SEE SHEET CD501 FOR DETAILS - REFER TOEROSION CONTROL DRAWINGS CD101-CD103 FOR SEDIMENTATION CONTROLLOCATIONS.9.INSTALL CONSTRUCTION FENCE WHERE INDICATED ON THE PLANS.CONTRACTOR MAY INSTALL ADDITIONAL FENCE AT THEIR OWN EXPENSE IFDEEMED NECESSARY FOR SECURITY. MODIFY PLACEMENT OF FENCE WITHARCHITECT/ENGINEER TO ACCOMMODATE PHASING OF CONSTRUCTION,EMERGENCY ACCESS AND PEDESTRIAN INGRESS/EGRESS AS NECESSARY.10.CAREFULLY MAINTAIN PRESENT GRADE WITHIN THE CROWN OF ALLEXISTING TREES TO REMAIN. PROTECT EXISTING TREES TO REMAIN AGAINSTCUTTING, BREAKING OR SKINNING OF ROOTS, BRUISING OF BARK,SMOTHERING TREES, AND STOCKPILING EXCAVATION AND CONSTRUCTIONMATERIALS OR PARKING VEHICLES WITHIN THE DRIP LINE. ANY DAMAGE BYCONTRACTOR TO EXISTING TREES TO REMAIN SHALL BEREPAIRED/REPLACED AT NO COST TO THE OWNER.11.CLEANLY SAWCUT PAVEMENT TO THE FULL PAVEMENT DEPTH AT THE JOINTCLOSEST TO WHERE INDICATED ON DRAWINGS FOR REMOVAL.12.EXISTING LANDSCAPE PLANTINGS REQUIRE CAREFUL, SELECTED REMOVALS.TREES FOR REMOVAL WILL BE FLAGGED BY OWNER. REVIEW TREEREMOVALS WITH ARCHITECT/ENGINEER, PRIOR TO DEMOLITION, ANDPROCEED AS DIRECTED.13.DUE TO THE SENSITIVE NATURE OF THE FINE-GRAINED (CLAY) SOILSOBSERVED AT THE SITE, TRAVEL ON THE SUBGRADES WITH CONSTRUCTIONEQUIPMENT SHOULD BE MINIMIZED.14.CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT BANK IN THERIGHT-OF-WAY.15.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIREDTO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT.THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITHTHE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THEEXISTING CONDITION OF THE RIGHT-OF-WAY.16.REMOVE ALL SURFACE FEATURES WITHIN DEMOLITION AREAS UNLESSOTHERWISE SPECIFIED.17.PROTECT ALL FEATURES WITHIN PROTECTED AREAS UNLESS OTHERWISESPECIFIED. TREE REMOVALS WITHIN PROTECTED ZONE SHALL HAVE STUMPREMOVED, GRUBBED, AND REGRADED TO MATCH ADJACENT CONDITIONS.RESTORATION SEEDING TO MATCH ADJACENT CONDITIONS.18.CCPR WILL SALVAGE MARKERS FOR MEMORIAL TREES PRIOR TOCONTRACTOR WORK IN AREA. NOTIFY CCPR STAFF IF ADDITIONALMEMORIAL MARKERS ARE FOUND DURING CONSTRUCTION THAT REQUIREREMOVAL.SITE PREPARATION NOTES