HomeMy WebLinkAboutSouthern Tire Mart_Site Plan Revised_2024-02-27Sheet Number:Sheet Title:Revision/Issue:Project:Client:Proj. Number:Sheet Date:Reviewed:Drawn:Project:SOUTHERN TIRE MART - CALDWELL, ID3512 FRANKLIN ROADCALDWELL, IDAHO 83605#638Client:TL WALLACE CONSTRUCTION, INC.Client Project Num TLW.366554025 Highway 35Columbia, MS 39429Trent Rhodes - (601) 624-5848TLW.36655THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONAND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANSIS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITYCOMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. CORESTATES, INC. DOES NOT GUARANTEE THAT LOCATIONSSHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THEAPPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANYEXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES.Call before you dig.below.Know what's12345678910111213ABCDEFGHI110 N. 11th StreetSuite 101Tampa, FL 33602813.490.1755www.core-states.com2/27/2024 12:53 PMPRELIMINARYPLAN NOT FORCONSTRUCTIONBSKASCORESTATES, INC.REVDATECOMMENTBYKASPER SUP COMMENTS2/26/24111/13/23AT PILOT FLYING J3512 FRANKLIN ROADCALDWELL, ID 83605SPECIAL USE PERMITFORVICINITY MAP1" = 2000'ALERT TO CONTRACTOR:1.THE SITE WORK FOR THE PROPOSED DEVELOPMENT SHALLMEET OR EXCEED ALL CITY AND/OR COUNTY AND STATESTANDARDS FOR SITE WORK.2.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIREDBY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BEPERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION ANDTHE FINAL CONNECTION OF SERVICES.DESIGN AND DEVELOPMENT CONTACTS:CIVIL ENGINEERCORE STATES GROUP110 N 11TH ST, SUITE 101TAMPA, FL 33602CONTACT: BRIAN SEARCY(813) 319-8747BSEARCY@CORE-STATES.COMARCHITECTCORE STATES GROUP46 EAST MAIN STREET SUITE 201SOMERVILLE NJ 08876CONTACT: PATRICK JONES(908) 462-9950PJONES@CORE-STATES.COMSURVEYORBLEW & ASSOCIATES, P.A.3825 N. SHILOH DRIVEFAYETTEVILLE, AR 72703CONTACT: WILLIAM GAGNER(479) 443-4506GOVERNING AGENCIES CONTACTS:PLANNING CITY OF CALDWELL PLANNING AND ZONING DEPARTMENT621 CLEVELAND BLVD.CALDWELL, IDAHO 83605CONTACT: ELIZABETH ALLEN(208) 455-4594BUILDING CITY OF CALDWELL DEPARTMENT OF BUILDING SAFETY621 CLEVELAND BLVD.CALDWELL, IDAHO 83605CONTACT: CHRIS BRYANT(208) 455-4756ENGINEERINGCITY OF CALDWELL ENGINEERING DEPARTMENT621 CLEVELAND BLVD.CALDWELL, IDAHO 83605CONTACT: STEVE PENDLETON(208) 455-4683FIRE CITY OF CALDWELL FIRE DEPARTMENT403 BLAINE ST.CALDWELL, ID 83605CONTACT: FIRE PREVENTION(208) 649-1266SOUTHERN TIRE MART #638SHEET INDEXPAGE NUMBERSHEET TITLEPREPARED BYCOVER SHEETCORE STATESCORE STATESC-1.0CORE STATESC-3.0CORE STATESC-4.1CORE STATESCONSTRUCTION DETAILSC-4.0SITE PLANFLOOD ZONE NOTE:THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE X, AREA OFMINIMAL FLOOD RISK, AS SHOWN ON F.I.R.M. MAP, MAP NO.16027C0242G, EFFECTIVE DATE JUNE 7, 2019.1/1BOUNDARY/LIMITED TOPOGRAPHIC SURVEYBLEW & ASSOCIATESC-7.0MAGNETIC
SITEREFERENCE SHEETSEXISTING CONDITIONS & DEMOLITION PLANPARCEL OVERVIEWCOVER SHEETC-1.0As NotedC-2.0GENERAL CONSTRUCTION NOTESCORE STATESCORE STATESC-5.0UTILITY PLAN
Sheet Number:Sheet Title:Revision/Issue:Project:Client:Proj. Number:Sheet Date:Reviewed:Drawn:Project:SOUTHERN TIRE MART - CALDWELL, ID3512 FRANKLIN ROADCALDWELL, IDAHO 83605#638Client:TL WALLACE CONSTRUCTION, INC.Client Project Num TLW.366554025 Highway 35Columbia, MS 39429Trent Rhodes - (601) 624-5848TLW.36655THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONAND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANSIS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITYCOMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. CORESTATES, INC. DOES NOT GUARANTEE THAT LOCATIONSSHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THEAPPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANYEXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES.Call before you dig.below.Know what's12345678910111213ABCDEFGHI110 N. 11th StreetSuite 101Tampa, FL 33602813.490.1755www.core-states.com2/27/2024 12:53 PMPRELIMINARYPLAN NOT FORCONSTRUCTIONBSKASCORESTATES, INC.REVDATECOMMENTBYKASPER SUP COMMENTS2/26/24111/13/23GENERAL SITE NOTES1.ALL CONSTRUCTION MATERIALS AND TECHNIQUES OF INSTALLATION SHALL MEETPERFORMANCE VALUES OF THE MATERIALS SPECIFIED AND COMPLY WITH ALLCITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS.2.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THISPROJECT IS CONSTRUCTED IN ACCORDANCE WITH THESE DOCUMENTS AND INCOMPLIANCE WITH CODES INDICATED HEREIN. THE QUALITY OF WORKMANSHIP ANDINSTALLATION OF MATERIALS SPECIFIED BY THE ARCHITECT/ENGINEER ARE THERESPONSIBILITY OF THE CONTRACTOR. THE ARCHITECT/ENGINEER WILL NOT BE HELDRESPONSIBLE FOR ANY SUBSTANDARD OR INSUFFICIENT WORKMANSHIP, MATERIALS,OR SERVICES PROVIDED IN THE EXECUTION OF ANY PHASE OF CONSTRUCTION OFTHIS PROJECT.3.ALL MATERIALS ARE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'SREQUIREMENTS. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALLMANUFACTURER'S WARRANTIES WILL BE HONORED.4.CONTRACTOR TO REVIEW AND FOLLOW CONSTRUCTION TECHNIQUES/SPECIFICATIONS OUTLINED IN THE SITE GEOTECHNICAL REPORT OR BY THE FIELDGEOTECHNICAL ENGINEER. ANY CONFLICTS WHICH MAY ARISE SHALL BE NOTED ANDSUBMITTED TO THE OWNER AND THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TOCOMMENCEMENT OF CONSTRUCTION ACTIVITIES.5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A THOROUGHKNOWLEDGE OF EXISTING FIELD CONDITIONS AND OF ALL DRAWINGS ANDSPECIFICATIONS RELATED TO THEIR FIELD. THE FAILURE TO ACQUAINT HIMSELF WITHTHIS PROJECT AND HIS FIELD OF SERVICE SHALL NOT RELIEVE HIM OF ANYRESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONALCOMPENSATION SHALL BE ALLOWED DUE TO THE GENERAL CONTRACTOR'S FAILURETO CONVEY THE NECESSARY KNOWLEDGE TO FAMILIARIZE WORKERS ANDSUBCONTRACTORS WITH THIS PROJECT.6.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THE SAFETY OFALL PERSONS ON THE JOB SITE AT ALL TIMES INCLUDING (BUT NOT LIMITED TO)SUBCONTRACTORS, FACILITY EMPLOYEES, VENDORS, DESIGN STAFF PROFESSIONALSAND INSPECTION PERSONNEL.7.THE GENERAL CONTRACTOR SHALL PROVIDE DUMPSTERS, PORTABLE TOILETS ANDTEMPORARY POWER FOR UNRESTRICTED PROJECT RELATED USE BY OTHERS FORTHE DURATION OF THE PROJECT.8.THE GENERAL CONTRACTOR SHALL COORDINATE PROJECT PHASING AND STORAGEOF MATERIALS WITH THE OWNER. ALL PHASING AND STORAGE PRACTICES TO COMPLYWITH EROSION CONTROL AND/OR SWPPP REQUIREMENTS.9.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, STORINGAND PROTECTING OF MATERIALS AND EQUIPMENT SUPPLIED BY THE OWNER UNTIL ITHAS BEEN INSTALLED AND ACCEPTED BY THE OWNER.10.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE AREA CLEANAND FREE OF DEBRIS AT ALL TIMES DURING CONSTRUCTION. THE GENERALCONTRACTOR SHALL POWER WASH THE ENTIRE CONSTRUCTION AREA PRIOR TOTURNOVER TO THE OWNER.11.THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALLPUBLIC AND PRIVATE UTILITIES, INCLUDING IRRIGATION, SPECIFIC TO THIS PROJECTPRIOR TO THE START OF ANY DEMOLITION OR CONSTRUCTION. SHOULD ANY UTILITYREQUIRE RELOCATION, CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THEARCHITECT/ENGINEER.12.SAWCUT AND REMOVE PORTIONS OF EXISTING PAVING ONLY AS REQUIRED TOINSTALL NEW UTILITIES OR TO CONSTRUCT PROPOSED FACILITIES PER THIS PLAN.REPLACE PORTIONS REMOVED TO MATCH EXISTING FLUSH AND SMOOTH.13.PROVIDE TEMPORARY CHAIN LINK FENCING, MINIMUM 6'-0" HIGH, AROUND ENTIREAREA OF CONSTRUCTION. FIELD VERIFY EXACT LOCATION AND SPECIFICATIONS OFFENCE WITH THE OWNER PRIOR TO START OF CONSTRUCTION. REMOVE FENCING ATCOMPLETION OF PROJECT AND PATCH PAVING AS REQUIRED AT FENCE POST HOLES.14.ALL DIMENSIONS AND RADII ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.15.CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS.16.CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, ANDPAVEMENT TO EXISTING IN GRADE AND ALIGNMENT.17.CONTRACTOR SHALL PROVIDE PIPE BOLLARDS FOR PROTECTION OF ALL ABOVEGROUND UTILITIES AND APPURTENANCES IN DRIVE AREA.18.CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE CONSTRUCTEDTO SAME.19.CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTINGITEM TO REMAIN DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE,UTILITIES, STRUCTURES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUALTO, OR BETTER THAN, EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE TODOCUMENT ALL EXISTING DAMAGE AND NOTIFY OWNER PRIOR TO CONSTRUCTIONSTART.20.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONSAND DIMENSIONS OF BUILDING APPURTENANCES, STAIRS, RAMPS, SLOPE PAVING,SIDEWALKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCELOCATIONS.21.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASEBID.22.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISENOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE,SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE INACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BEINCLUDED IN BASE BID.23.THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE SPECIFICATIONS INTHE CONTRACT DOCUMENTS.24.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THEATTENTION OF THE OWNER AND ENGINEER OF RECORD BEFORE COMMENCING WORK.NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUTPRIOR APPROVAL.25.THESE PLANS ARE INTENDED TO AND SHALL COMPLY WITH AMERICANS WITH DISABILITIES ACT INCLUDING CHAPTER 11B OF THE CALIFORNIA BUILDING CODE.26.CONTRACTOR IS RESPONSIBLE FOR PERMITTING, INSTALLATION AND MAINTENANCEOF ALL CONTROL DEVICES FOR TRAFFIC OPERATIONS DURING CONSTRUCTION.MAINTENANCE OF TRAFFIC SHALL CONFORM TO GOVERNING AGENCY STANDARDSAND CALTRANS REQUIREMENTS WHEN APPLICABLE.27.ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SETDOWN IN THE CITY OF CALDWELL DEVELOPMENT CODE, ZONING, AND/OR RELATEDORDINANCES, INCLUDING MINIMUM TESTING FREQUENCY REQUIREMENTS.GENERAL PAVING AND GRADING NOTES1.ALL PAVING AND GRADING CONSTRUCTION MATERIALS AND METHODS SHALL MEETTHE STANDARD SPECIFICATIONS AND REQUIREMENTS OF THE CITY OF CALDWELL.2.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.3.ALL CUT AND FILL QUANTITIES IN PLANS ARE RAW NUMBERS SHOWN FOR PERMITTINGPURPOSES ONLY. OVER-EXCAVATION IS NOT INCLUDED UNLESS STATED OTHERWISE.THE CONTRACTOR SHALL PREPARE THEIR OWN QUANTITY ESTIMATE TAKING INTO ALLOF THE GEOTECHNICAL RECOMMENDATIONS AND DESIGN PARAMETERS ASAPPLICABLE TO PERFORM THE NECESSARY GRADING FOR THE PROJECT.4.PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION AND SHALL MEETALL APWA REQUIREMENTS/SPECIFICATIONS AT A MINIMUM. CAUTION AS CONTRACTORMAY BE REQUIRED TO USE LOCAL STRUCTURE SPECIFICATIONS BY CITY INSPECTOR.5.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TOASSURE A SMOOTH FIT AND CONTINUOUS GRADE.6.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALLNATURAL AND PAVED AREAS.7.TOPOGRAPHIC INFORMATION IS TAKEN FROM BOUNDARY/LIMITED TOPOGRAPHICSURVEY SITUATED IN 3512 FRANKLIN ROAD, CALDWELL, IDAHO 83605 CANYON COUNTYPREPARED BY BLEW & ASSOCIATES, P.A., A LICENSED PROFESSIONAL SURVEYOR ANDMAPPER. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWNON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, ATTHEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THEOWNER FOR REVIEW.8.ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALLSLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS INACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OFVEGETATION IS OBTAINED.9.ALL PAVING, CONSTRUCTION MATERIALS, AND WORKMANSHIP WITHIN IDAHOTRANSPORTATION DEPARTMENT (IDT) AND THE CITY OF CALDWELL RIGHT-OF-WAYSHALL BE IN ACCORDANCE WITH IDT SPECIFICATIONS AND STANDARDS (LATESTEDITION) AND CITY OF CALDWELL STANDARDS (LATEST EDITION) RESPECTIVELY.10.ALL REINFORCED CONCRETE PIPE SHALL BE CLASS III AND INSTALLED INACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES LATESTREQUIREMENTS AND SPECIFICATIONS.11.ALL CONCRETE USED ON THE SITE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTHOF 2,500 PSI IN 28 DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETE SIDEWALKSSHALL HAVE CONTROL JOINTS CUT ON 5-FOOT CENTERS AND EXPANSION JOINTSPLACED ON 60-FOOT CENTERS, CHANGES IN DIRECTION, AND ABUTTING SEPARATEPOURS. PAVEMENT JOINTS SHALL BE SPACED IN ACCORDANCE WITH THE PROJECTSPECIFICATIONS AND/OR DETAILS.12.ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS AND PER THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER/REPORT WHERE APPLICABLE.13.THE CONTRACTOR SHALL ENSURE THAT ALL PLANTING AREAS (INTERIOR ISLANDS,FOUNDATION PLANTING AREAS, ETC.) ARE NOT COMPACTED AND DO NOT CONTAINLIMEROCK OR OTHER MATERIAL (CLAY, SUBGRADE MATERIAL, MARL, ETC.) WHICH MAYADVERSELY AFFECT DRAINAGE OF GREEN AREAS. THE CONTRACTOR SHALL ALSOEXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITETO BE PLANTED AND BACKFILL WITH CLEAN, FREE DRAINING TOPSOIL.14.STRIP TOPSOIL AND ORGANIC MATTER AND PAVING MATERIAL FROM ALL AREAS TO BEIMPERVIOUS. TOPSOIL SHALL BE STOCKPILED ON SITE FOR REPLACEMENT ON SLOPESAND ALL OTHER GREEN AND LANDSCAPE AREAS.15.FIELD DENSITY TESTS SHALL BE TAKEN AT FREQUENCY AS REQUIRED IN THESPECIFICATIONS OR AS REQUIRED BY THE GOVERNING REGULATORY AGENCY, WHICHEVER IS MORE STRINGENT.16.CONTRACTOR SHALL ENSURE POSITIVE FLOW TO ALL INLETS WITHIN DRAINAGEBASINS TO PRECLUDE PONDED WATER.17.THE CONTRACTOR SHALL ENSURE THAT ALL AREAS TO BE USED FOR INFILTRATION OFSTORMWATER ARE NOT COMPACTED INTENTIONALLY OR INCIDENTALLY BYCONSTRUCTION VEHICLES. SUCH AREAS INCLUDE NATURALLY LINED SURFACEPONDS, UNDERGROUND STORAGE CHAMBERS WITH OPEN BOTTOMS,BIORETENTION/BIOFILTRATION PLANTERS WITHOUT AN UNDERDRAIN, ETC.GENERAL DEMOLITION NOTES1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL(IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES,PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES,UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANSCAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TOSUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILLMATERIAL PER THE SPECIFICATIONS. UTILITIES ARE TO BE REMOVED TO THERIGHT-OF-WAY, UNLESS OTHERWISE NOTED.2.ALL CONDITIONS SHOWN TO BE "EXISTING" SHALL BE VERIFIED IN THE FIELD BY THEGENERAL CONTRACTOR PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIESSHALL BE NOTED AND SUBMITTED TO THE OWNER AND THE ARCHITECT/ENGINEERFOR REVIEW. CHANGES TO THE ORIGINAL DESIGN OF THE PROJECT DUE TO EXISTINGSITE CONDITIONS MUST BE APPROVED BY BOTH THE OWNER AND THEARCHITECT/ENGINEER PRIOR TO MAKING ANY CHANGES.3.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE ANDDISPOSING THE DEBRIS IN A LAWFUL MANNER. VEGETATION FROM CLEARING ANDGRUBBING WILL BE DISPOSED OF OFF-SITE. THE CONTRACTOR IS RESPONSIBLE FOROBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIORTO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALLCOORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICHMAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARETO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR ISRESPONSIBLE FOR PAYING ALL FEES AND CHARGES.5.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING EXISTING IRRIGATION SYSTEM INTHE AREAS OF PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL CAP AND/ORREROUTE THE EXISTING IRRIGATION SYSTEM TO REMAIN SUCH THAT THE REMAININGSYSTEM SHALL CONTINUE TO FUNCTION PROPERLY.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTILITYSERVICES TO THE EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS.7.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON ASBEING EXACT OR COMPLETE. THE ENGINEER ASSUMES NO RESPONSIBILITY FORTHEIR ACCURACY. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITYCOMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELDLOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.8.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETEDAS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THESITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANYANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDINGDESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFOREPROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFTIN PLACE SHALL BE GROUTED.9.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINESNEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THEAFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION.CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE ASMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSEATTENTION TO EXISTING UTILITIES WITHIN THE ROAD RIGHT-OF-WAY DURINGCONSTRUCTION.10.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES,ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) ASAPPROVED BY OWNER.11.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES ATALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES.12.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BEINSTALLED.13.SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE FENCING, LIGHTINGAND/OR ANY OTHER APPURTENANCES, THE CONTRACTOR SHALL PROVIDE NEWMATERIALS/ STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.EXCEPT FOR MATERIALS DESIGNED TO BE RELOCATED ON THIS PLAN, ALL OTHERCONSTRUCTION MATERIALS SHALL BE NEW.14.THE CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSEAREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS ANDWHAT IS REQUIRED FOR THE INSTALLATION OF ALL PROPOSED IMPROVEMENTS.15.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. ANDTHE LOCAL UTILITY DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TOENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE STORE ANDSITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OFCONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDINGANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY/COUNTY DURINGCONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THERESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BEPROVIDED.16.DAMAGE TO ALL EXISTING CONDITIONS SHOWN TO REMAIN IN THESE PLANS WILL BEREPLACED AT CONTRACTOR'S EXPENSE.GENERAL UTILITY NOTES1.THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALLPUBLIC AND PRIVATE UTILITIES, INCLUDING IRRIGATION, SPECIFIC TO THIS PROJECTPRIOR TO THE START OF ANY DEMOLITION OR CONSTRUCTION. SHOULD ANY UTILITYREQUIRE RELOCATION, CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THEARCHITECT/ENGINEER.2.CONTRACTOR SHALL PROVIDE PIPE BOLLARDS FOR PROTECTION OF ALL ABOVEGROUND UTILITIES AND APPURTENANCES IN DRIVE AREA.3.ALL REINFORCED CONCRETE PIPE SHALL BE CLASS III AND INSTALLED INACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES LATESTREQUIREMENTS AND SPECIFICATIONS OR CALTRANS SPECIFICATIONS, WHICHEVER ISMORE STRINGENT.4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIORTO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALLCOORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICHMAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARETO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR ISRESPONSIBLE FOR PAYING ALL FEES AND CHARGES.5.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON ASBEING EXACT OR COMPLETE. THE ENGINEER ASSUMES NO RESPONSIBILITY FORTHEIR ACCURACY. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITYCOMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELDLOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.6.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINESNEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THEAFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION.CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE ASMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSEATTENTION TO EXISTING UTILITIES WITHIN THE ROAD RIGHT-OF-WAY DURINGCONSTRUCTION.7.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. ANDTHE LOCAL UTILITY DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TOENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE STORE ANDSITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OFCONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDINGANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY/COUNTY DURINGCONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THERESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BEPROVIDED.GENERAL EROSION CONTROL NOTES1.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THEEPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATERDISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.2.CONTRACTOR TO PROVIDE GRAVEL BAGS AND/OR FIBER ROLLS AROUND ALLDISTURBED AREAS AND INLET PROTECTION AROUND ALL STORM DRAIN INLETS. IF ANYEROSION OR SEDIMENTATION OCCURS DURING CONSTRUCTION, CONTRACTOR MUSTCLEAN SITE AND MODIFY EROSION CONTROL MEASURES TO ADDRESS THE ISSUE.PROVIDE VEHICLE WASH DOWN ON-SITE.3.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATERPOLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STATE OR NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) ANDBECOME FAMILIAR WITH THEIR CONTENTS IF APPLICABLE.4.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BYTHE NPDES. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED ASDICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALLPHASES OF CONSTRUCTION.5.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TOFEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, ASAPPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTEDBY PERMITTING AGENCY OR OWNER.6.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR ASREQUIRED BY THE GENERAL PERMIT.7.GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING ANDSTORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE ANDCLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLEFACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES.8.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING,ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED.9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALLBE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL ORCHEMICAL SPILLS AND LEAKS.10.DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHERPETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS ISPROHIBITED.11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BEDEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROMLEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATERDISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.12.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL BESTOPPED FOR AT LEAST 7 DAYS, SHALL BE TEMPORARILY SEEDED. THESE AREASSHALL BE SEEDED NO LATER THAN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITYOCCURRING IN THESE AREAS.13.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HASPERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BESEEDED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITYOCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPEPLAN.14.IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTIONENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THENTHE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IFWASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER ANDTRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USEINGRESS/EGRESS LOCATIONS AS PROVIDED.15.ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTOROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.16.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVINGSEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTEDIN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATIONOF THE SITE.17.ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTEDFROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BESTMANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BENOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT18.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TOREDUCE RUNOFF VELOCITIES AND EROSION.19.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THECONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENTCONTROL MEASURES (FIBER ROLLS, ETC.) TO PREVENT EROSION. AND POLLUTANTDISCHARGE.20.ALL MEASURES INSTALLED SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITIONUNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINALSTABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURESSHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACTDOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, ANDREPAIRED IN ACCORDANCE WITH THE FOLLOWING:20.1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION.20.2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STANDIS MAINTAINED. AREAS SHOULD BE PROVIDED TOPSOIL, FERTILIZED, WATERED,AND RESEEDED AS NEEDED.20.3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE.20.4.THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC ROW.21.IN THE EVENT THE CONSTRUCTION IS ABANDONED PRIOR TO THE COMPLETION OFTHE PROJECT, ALL CONSTRUCTION AND STOCKPILED VEGETATIVE DEBRIS AND FILLWILL BE REMOVED FROM THE SITE AND THE SITE WILL BE STABILIZED PER NPDESGENERAL PERMIT FOR STORM WATER DISCHARGE FROM LARGE AND SMALLCONSTRUCTION ACTIVITIES.22.CONTRACTOR IS SPECIFICALLY CAUTIONED, DEPENDING ON THE TIME OF YEAR ANDPROJECT LOCATION, DEWATERING MAY BY REQUIRED. IF DEWATERING IS REQUIRED,THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THECONTRACTOR IS TO COORDINATE WITH THE OWNER AND ARCHITECT/ENGINEER PRIORTO EXCAVATION.23.THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY,INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF TURBIDITY BARRIERS AT ALLLOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTOTHE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITYBARRIERS MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTILCONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED.THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME SHALLTHERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITYSTANDARDS OF THE NPDES OR OTHER GOVERNMENTAL AGENCY WITH JURISDICTION.GENERALCONSTRUCTIONNOTESC-2.0NTS
N 89°16'17" E 183.52'(M)N 89°16'17" E 523.98'(M)N 00°03'42" E 522.66'(M)L4L5L6AREA UNDER CONSTRUCTION2419'2420'2421'2422'2423'2424'2425'2418'2422'2420'2419'2418'2419'2420'2421'2422'2421'2420'2419'2417'COCOBLOCK 1, LOT 1 OFCALDWELL COMMERCIALPARK SUBDIVISIONPER PLAT BK 26-19520,609 SQ. FEET ±11.952 ACRES ±APN: 353083000BLOCK 1, LOT 2 OFCALDWELL COMMERCIALPARK SUBDIVISIONPER PLAT BK 26-1994,924 SQ. FEET ±2.179 ACRES ±APN: 353083010S 00°00'00" W 580.73'(R)S 00°26'58" W 580.73'(M)TOTAL AREAINSTRUMENT NO. 9743230615,533 SQ. FEET ±14.131 ACRES ±LODLODLOD
LODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSheet Number:Sheet Title:Revision/Issue:Project:Client:Proj. Number:Sheet Date:Reviewed:Drawn:Project:SOUTHERN TIRE MART - CALDWELL, ID3512 FRANKLIN ROADCALDWELL, IDAHO 83605#638Client:TL WALLACE CONSTRUCTION, INC.Client Project Num TLW.366554025 Highway 35Columbia, MS 39429Trent Rhodes - (601) 624-5848TLW.36655THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONAND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANSIS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITYCOMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. CORESTATES, INC. DOES NOT GUARANTEE THAT LOCATIONSSHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THEAPPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANYEXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES.Call before you dig.below.Know what's12345678910111213ABCDEFGHI110 N. 11th StreetSuite 101Tampa, FL 33602813.490.1755www.core-states.com2/27/2024 12:51 PMPRELIMINARYPLAN NOT FORCONSTRUCTIONBSKASCORESTATES, INC.REVDATECOMMENTBYKASPER SUP COMMENTS2/26/24111/13/23PRIOR TO THE CONSTRUCTION OF ORCONNECTION TO ANY STORM DRAIN,SANITARY SEWER, WATER MAIN OR ANY OFTHE DRY UTILITIES, THE CONTRACTORSHALL EXCAVATE, VERIFY AND CALCULATEALL POINTS OF CONNECTION AND ALLUTILITY CROSSINGS AND INFORMENGINEER AND THE OWNER OF ANYCONFLICT OR REQUIRED DEVIATIONSFROM THE PLAN. NOTIFICATION SHALL BEMADE A MINIMUM OF 48 HOURS PRIOR TOCONSTRUCTION. ENGINEER AND OWNERSHALL BE HELD HARMLESS IN THE EVENTTHAT THE CONTRACTOR FAILS TO MAKESUCH NOTIFICATION.ALERT TO CONTRACTOR:DEMOLITION KEY NOTES:A.EXISTING CURB AND GUTTER TO BE REMOVED.B.EXISTING PARKING STRIPING TO BE REMOVED.C.EXISTING LIGHT POLE TO BE RELOCATED.D.PROPOSED LIMITS OF DISTURBANCE (± 85,088 SF)E.EXISTING LIGHT POLE TO REMAIN.F.EXISTING CURB TO REMAIN.G.EXISTING PARKING STRIPING TO REMAIN.03015307.51" = 30'GRAPHIC SCALEDEMOLITION LEGENDEXISTING PROPERTY BOUNDARY LINEEXISTING EDGE OF PAVEMENTEXISTING CURB AND GUTTEREXISTING STRIPING TO BE REMOVEDEXISTING CURB AND GUTTER TO BE REMOVEDAAAABBDDDGGFFEECEATuesday, February 27, 2024 12:51:35 PMC:\Users\ksmith\DC\ACCDocs\Core States Group\STM-Caldwell ID (3512 Franklin Rd)\Project Files\Civil\Presentation\TLW.36655-P-SITE.dwgKelly Smith
EXISTING CONDITIONS &DEMOLITION PLANC-3.0
AREA UNDER CONSTRUCTIONCOCOTFO129.29'5'11'10'25'WAITINGCORR OFFICEOFFICETLTTLTWAREHOUSEMECH SERVICETIRESERVICEEEEEEEEEEEEEEEEEPROPOSED DETENTION PONDE E10.12'281.5'169.33'9'9'25'9.5'55.82'R5126.08'138.06'
PROPOSED
20' ACCESS
EASEMENT 9'23'Sheet Number:Sheet Title:Revision/Issue:Project:Client:Proj. Number:Sheet Date:Reviewed:Drawn:Project:SOUTHERN TIRE MART - CALDWELL, ID3512 FRANKLIN ROADCALDWELL, IDAHO 83605#638Client:TL WALLACE CONSTRUCTION, INC.Client Project Num TLW.366554025 Highway 35Columbia, MS 39429Trent Rhodes - (601) 624-5848TLW.36655THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONAND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANSIS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITYCOMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. CORESTATES, INC. DOES NOT GUARANTEE THAT LOCATIONSSHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THEAPPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANYEXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES.Call before you dig.below.Know what's12345678910111213ABCDEFGHI110 N. 11th StreetSuite 101Tampa, FL 33602813.490.1755www.core-states.com2/27/2024 12:51 PMPRELIMINARYPLAN NOT FORCONSTRUCTIONBSKASCORESTATES, INC.REVDATECOMMENTBYKASPER SUP COMMENTS2/26/24111/13/23PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN,SANITARY SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THECONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OFCONNECTION AND ALL UTILITY CROSSINGS AND INFORM ENGINEER AND THEOWNER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN.NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TOCONSTRUCTION. ENGINEER AND OWNER SHALL BE HELD HARMLESS IN THEEVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION.ALERT TO CONTRACTOR:SITE KEY NOTES:A.PROPOSED ±10,700 SF SOUTHERN TIRE MART BUILDING.B.PROPOSED PARKING STRIPING.C.PROPOSED ACCESSIBLE PARKING STRIPING.D.PROPOSED VAN ACCESSIBLE PARKING SIGN ENCASED IN BOLLARD.E.PROPOSED CONCRETE WHEEL STOP.F.PROPOSED CONCRETE PAVEMENT. PROVIDE BROOM FINISH AND SLOPEAWAY FROM BUILDING.G.PROPOSED ASPHALT PAVEMENT.H.PROPOSED CONCRETE SIDEWALK. PROVIDE BROOM FINISH.I.PROPOSED 6" CONCRETE CURB AND GUTTER.J.PROPOSED ROCK BED. PROVIDE WEED FABRIC BENEATH ROCK LAYER.K.OMIT.L.PROPOSED 6" BOLLARD (TYP.).M.PROPOSED 24" BOLLARD (TYP.).N.PROPOSED DUMPSTER.O.PROPOSED TRASH ENCLOSURE.P.EXISTING LIGHT POLE TO REMAIN.Q.EXISTING CURB TO REMAIN.R.PROPOSED BICYCLE RACK.S.PROPOSED LOCATION FOR RELOCATED LIGHT POLET.PROPOSED "NO TRUCK ENTRANCE" SIGN.U.PROPOSED 6' HIGH WOOD SLATED SCREENING FENCE.03015307.51" = 30'GRAPHIC SCALESITE LEGENDEXISTING PROPERTY BOUNDARY LINEPROPOSED CURB AND GUTTERPROPOSED CONCRETEPROPOSED PARKING COUNTEXISTING EDGE OF PAVEMENTEXISTING CURB AND GUTTERXXPROPOSED ASPHALTR5'R4'R4'R20'R3'5'125.2'85.3'35'5'15'5'15'5'15'R55'EXISTING EASEMENTEXISTING INTERIOR PARCEL LINE3ABEFFGGHHHHIIIIJLLLLLLMMNOPPQQBRCIIIIQDTuesday, February 27, 2024 12:51:35 PMC:\Users\ksmith\DC\ACCDocs\Core States Group\STM-Caldwell ID (3512 Franklin Rd)\Project Files\Civil\Presentation\TLW.36655-P-SITE.dwgKelly Smith
SITE PLANC-4.0GENERAL SITE NOTES:THIS SITE REFERENCES: BOUNDARY/ LIMITED TOPOGRAPHIC SURVEY SITUATED IN3512 FRANKLIN ROAD, CALDWELL, IDAHO 83605 CANYONCOUNTY, SITUATED IN SEC 26, T4N. R3W, BOISE MERDIANDATED: 03/27/2023PREPARED BY: BLEW & ASSOCIATES, P.A.3825 N. SHILOH DRIVEFAYETTEVILLE, AR 72703CONTACT: WILLIAM GAGNERTEL: (479) 443-4506ZONING DATA: CITY OF CALDWELL, IDC-4 - INTERCHANGE OR FREEWAY COMMERCIALSPECIAL USE: TRUCK & TRACTOR REPAIR AND SERVICEBUILDING SETBACKS:FRONT YARD SETBACKREQUIRED: 0 FTPROPOSED: 281.5 FTINTERIOR SIDE YARD SETBACK (EAST SIDE)REQUIRED: 0 FTPROPOSED: 45.5 FTINTERIOR SIDE YARD SETBACK (WEST SIDE)REQUIRED: 0 FTPROPOSED: 10.1 FTREAR YARD SETBACKREQUIRED: 0 FTPROPOSED: 138.1 FTPARKING REQUIREMENTS:COMMERCIAL-AUTOMOTIVE REPAIR SERVICES:2 SPACES PER SERVICE BAY4 SERVICE BAYS * 2 SPACES / SERVICE BAY = 8 SPACESTOTAL = 8 SPACES REQUIREDPROPOSED PARKING: 8 SPACES (INCLUDING 1 ADA ACCESSIBLE)45.5'T5111U11
N 89°16'17" E 183.52'(M)N 89°16'17" E 523.98'(M)S 00°26'58" W 1045.25'(M)N 89°33'02" W 352.06'(M)N 14°13'02" W 295.63'(M)N 00°03'42" E 522.66'(M)L2N 89°16'17" E 707.51'(M)L3L4L5L6N 30°28'02" W 194.00'(M)AREA UNDER CONSTRUCTIONCOCOEEEETTFOBLOCK 1, LOT 1 OFCALDWELL COMMERCIALPARK SUBDIVISIONPER PLAT BK 26-19520,609 SQ. FEET ±11.952 ACRES ±APN: 353083000BLOCK 1, LOT 2 OFCALDWELL COMMERCIALPARK SUBDIVISIONPER PLAT BK 26-1994,924 SQ. FEET ±2.179 ACRES ±APN: 353083010S 00°00'00" W 580.73'(R)
S 00°26'58" W 580.73'(M)TOTAL AREAINSTRUMENT NO. 9743230615,533 SQ. FEET ±14.131 ACRES ±FRANKLIN ROADVARIABLE WIDTH PUBLIC RIGHT-OF-WAY(AS SHOWN PER PLAT BK 26-19)VARIABLE WIDTH ASPHALT PAVEMENTAVIATION WAY
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
(AS SHOWN PER PLAT BK 26-19)
VARIABLE WIDTH ASPHALT PAVEMENTCALDWELLHIGHLINE CANAL(AS SHOWN PER PLAT BK 26-19)WAIT
INGCORROFFICEOFFICE
TLTTLTWAREHOUSEMECH SERVICETIRESERVICE PROPOSED DETENTION PONDPROPOSED20' ACCESS
EASEMENT
WB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerSheet Number:Sheet Title:Revision/Issue:Project:Client:Proj. Number:Sheet Date:Reviewed:Drawn:Project:SOUTHERN TIRE MART - CALDWELL, ID3512 FRANKLIN ROADCALDWELL, IDAHO 83605#638Client:TL WALLACE CONSTRUCTION, INC.Client Project Num TLW.366554025 Highway 35Columbia, MS 39429Trent Rhodes - (601) 624-5848TLW.36655THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONAND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANSIS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITYCOMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. CORESTATES, INC. DOES NOT GUARANTEE THAT LOCATIONSSHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THEAPPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANYEXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES.Call before you dig.below.Know what's12345678910111213ABCDEFGHI110 N. 11th StreetSuite 101Tampa, FL 33602813.490.1755www.core-states.com2/27/2024 12:51 PMPRELIMINARYPLAN NOT FORCONSTRUCTIONBSKASCORESTATES, INC.REVDATECOMMENTBYKASPER SUP COMMENTS2/26/24111/13/23PRIOR TO THE CONSTRUCTION OF ORCONNECTION TO ANY STORM DRAIN,SANITARY SEWER, WATER MAIN OR ANY OFTHE DRY UTILITIES, THE CONTRACTORSHALL EXCAVATE, VERIFY AND CALCULATEALL POINTS OF CONNECTION AND ALLUTILITY CROSSINGS AND INFORMENGINEER AND THE OWNER OF ANYCONFLICT OR REQUIRED DEVIATIONSFROM THE PLAN. NOTIFICATION SHALL BEMADE A MINIMUM OF 48 HOURS PRIOR TOCONSTRUCTION. ENGINEER AND OWNERSHALL BE HELD HARMLESS IN THE EVENTTHAT THE CONTRACTOR FAILS TO MAKESUCH NOTIFICATION.ALERT TO CONTRACTOR:0804080201" = 80'GRAPHIC SCALETuesday, February 27, 2024 12:51:35 PMC:\Users\ksmith\DC\ACCDocs\Core States Group\STM-Caldwell ID (3512 Franklin Rd)\Project Files\Civil\Presentation\TLW.36655-P-SITE.dwgKelly Smith
PARCEL OVERVIEWC-4.1
N 89°16'17" E 183.52'(M)N 89°16'17" E 523.98'(M)N 00°03'42" E 522.66'(M)NG:2422.4'NG:2421.8'NG:2422.0'NG:2424.0'NG:2424.7'NG:2422.7'NG:2421.8'NG:2420.8'NG:2420.4'NG:2420.1'NG:2419.7'NG:2419.5'NG:2419.0'NG:2419.0'NG:2418.9'NG:2419.1'NG:2419.0'NG:2418.8'NG:2419.5'NG:2419.9'NG:2420.0'NG:2419.8'NG:2419.9'NG:2420.2'NG:2420.6'NG:2421.0'NG:2421.2'NG:2421.9'NG:2422.5'NG:2423.6'NG:2423.4'NG:2422.1'NG:2421.7'NG:2421.7'NG:2421.6'NG:2421.5'NG:2421.0'NG:2420.7'NG:2420.5'NG:2420.7'NG:2420.4'NG:2419.7'NG:2420.0'NG:2420.6'NG:2421.3'NG:2421.6'NG:2421.8'NG:2421.9'NG:2422.0'NG:2422.0'NG:2422.7'NG:2423.3'TA:2419.2'TA:2419.7'TA:2420.2'TA:2420.6'TA:2420.1'TA:2419.6'TA:2420.2'TA:2420.5'TA:2421.0'TA:2420.9'TA:2420.1'TA:2419.3'TA:2418.5'TA:2417.8'TA:2417.3'TA:2417.0'TA:2416.8'TA:2416.6'TA:2416.6'TA:2416.4'TA:2416.9'TA:2417.2'TA:2417.5'TA:2418.1'TA:2418.3'TA:2418.6'TA:2418.9'TA:2419.2'TA:2419.5'TA:2419.8'TA:2423.2'TA:2423.1'TA:2423.0'TA:2422.9'TA:2422.8'TA:2422.7'TA:2422.4'TA:2422.1'TA:2421.5'TA:2421.1'TA:2420.6'TA:2419.8'BOC:2419.9'BOC:2419.8'BOC:2419.6'BOC:2419.4'BOC:2419.2'BOC:2418.9'BOC:2418.8'BOC:2418.7'BOC:2420.5'BOC:2420.9'BOC:2421.3'BOC:2421.6'BOC:2421.9'BOC:2422.2'BOC:2422.4'N 89°16'17" E 707.51'(M)L3L4L5L6FL:2419.3'FL:2419.3'FL:2419.1'FL:2419.0'FL:2418.7'FL:2418.5'FL:2418.3'FL:2418.2'FL:2420.0'FL:2420.3'FL:2420.7'FL:2421.0'FL:2421.5'FL:2421.8'FL:2422.0'FL:2419.5'FL:2420.1'BOC:2422.6'BOC:2422.8'BOC:2423.0'BOC:2423.2'BOC:2423.3'BOC:2423.4'FL:2422.1'FL:2422.3'FL:2422.5'FL:2422.7'FL:2422.8'FL:2423.0'BOC:2418.4'BOC:2418.4'BOC:2418.4'BOC:2418.0'BOC:2417.7'BOC:2417.4'BOC:2417.2'BOC:2417.2'BOC:2417.0'BOC:2417.3'BOC:2417.3'BOC:2417.4'BOC:2417.7'BOC:2417.9'BOC:2418.1'BOC:2418.1'BOC:2418.2'BOC:2419.0'BOC:2419.7'BOC:2420.2'BOC:2418.0'BOC:2418.1'BOC:2420.1'BOC:2420.1'BOC:2420.0'BOC:2420.0'BOC:2421.0'BOC:2421.5'BOC:2421.8'BOC:2422.3'BOC:2421.3'BOC:2421.9'BOC:2420.9'BOC:2421.0'BOC:2422.1'BOC:2422.0'BOC:2421.2'BOC:2420.5'BOC:2420.0'BOC:2419.2'BOC:2418.6'BOC:2418.1'EA:2419.6'EA:2419.3'EA:2418.8'EA:2418.4'FL:2418.0'FL:2417.9'FL:2417.9'FL:2417.5'FL:2417.2'FL:2416.9'FL:2416.7'FL:2416.6'FL:2416.5'FL:2416.8'FL:2416.8'FL:2417.0'FL:2417.2'FL:2417.4'FL:2417.6'FL:2417.7'FL:2417.6'FL:2417.7'FL:2417.7'FL:2418.4'FL:2419.2'FL:2419.7'FL:2419.6'FL:2419.6'FL:2419.5'FL:2419.5'FL:2421.3'FL:2421.0'FL:2420.5'FL:2421.5'FL:2421.8'FL:2421.6'FL:2421.4'FL:2420.8'FL:2420.5'FL:2420.5'FL:2420.6'FL:2420.0'FL:2419.5'FL:2418.7'FL:2418.1'FL:2417.6'TB:2425.2'TB:2425.1'TB:2425.1'TB:2425.0'TB:2425.3'TB:2425.4'TB:2425.4'TB:2425.3'
EC:2421.4'EC:2420.6'EC:2420.2'EC:2419.4'EC:2418.9'EC:2418.8'EC:2418.2'EC:2419.2'EC:2419.2'EC:2419.6'EC:2419.5'EC:2419.4'EC:2419.5'EC:2419.3'
EC:2419.3'EC:2418.7'
EC:2418.9'EC:2418.3'
EC:2418.3'
EC:2416.0'EC:2416.5'EC:2416.6'EC:2416.8'EC:2416.9'BOC:2420.2'BOC:2419.9'BOC:2419.4'BOC:2419.4'BOC:2419.7'BOC:2420.2'BOC:2419.7'BOC:2420.6'BOC:2421.5'BOC:2422.1'FL:2418.9'FL:2419.3'FL:2419.7'FL:2420.1'FL:2421.0'FL:2421.6'
FL:2418.9'FL:2419.2'FL:2419.6'FL:2419.2'BOC:2420.9'BOC:2421.1'BOC:2421.2'BOC:2421.0'BOC:2420.8'BOC:2421.4'FL:2420.6'FL:2420.4'FL:2420.9'FL:2420.3'FL:2420.5'FL:2420.7'EC:2418.3'EC:2418.3'EC:2418.8'EC:2418.7'FL:2418.7'FL:2418.5'FL:2418.2'AREA UNDER CONSTRUCTIONEC:2424.4'EC:2424.3'EC:2424.3'EC:2424.4'TA:2418.2'TA:2419.0'TA:2419.8'TA:2417.4'2419'2420'2421'2422'2423'2424'2425'2418'2422'2420'2419'2418'2419'2420'2421'2424'2423'2422'2421'2420'2419'2417'COCOEEEETTFOWAITINGCORR OFFICEOFFICETLTTLTWAREHOUSEMECH SERVICETIRESERVICESSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEPROPOSED DETENTION PONDE E
Sheet Number:Sheet Title:Revision/Issue:Project:Client:Proj. Number:Sheet Date:Reviewed:Drawn:Project:SOUTHERN TIRE MART - CALDWELL, ID3512 FRANKLIN ROADCALDWELL, IDAHO 83605#638Client:TL WALLACE CONSTRUCTION, INC.Client Project Num TLW.366554025 Highway 35Columbia, MS 39429Trent Rhodes - (601) 624-5848TLW.36655THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONAND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANSIS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITYCOMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. CORESTATES, INC. DOES NOT GUARANTEE THAT LOCATIONSSHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THEAPPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANYEXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES.Call before you dig.below.Know what's12345678910111213ABCDEFGHI110 N. 11th StreetSuite 101Tampa, FL 33602813.490.1755www.core-states.com2/27/2024 12:51 PMPRELIMINARYPLAN NOT FORCONSTRUCTIONBSKASCORESTATES, INC.REVDATECOMMENTBYKASPER SUP COMMENTS2/26/24111/13/23Tuesday, February 27, 2024 12:51:35 PMC:\Users\ksmith\DC\ACCDocs\Core States Group\STM-Caldwell ID (3512 Franklin Rd)\Project Files\Civil\Presentation\TLW.36655-P-SITE.dwgKelly Smith
UTILITY PLANC-5.003015307.51" = 30'GRAPHIC SCALEUTILITY KEY NOTES:A.PROPOSED SANITARY SEWER OIL/WATER SEPARATOR & (1) 1,000GALLON WASTE OIL TANK WITH EMERGENCY VENTS, GAUGES,LEAK DETECTION GAUGE, AND DOWN TUBE OR APPROVEDEQUAL. REFER TO PLUMBING PLANS FOR DETAILS.B.PROPOSED SANITARY SEWER CLEANOUT. REFER TO UTILITYDETAILS SHEET.C.PROPOSED LOCATION FOR UNDERGROUND NATURAL GAS TIE INTO THE BUILDING, REFER TO ARCHITECTURAL PLANS FORDETAILS. CONTRACTOR TO PROVIDE APPROPRIATELY SIZED GASSERVICE AND SHALL COORDINATE WITH GAS PROVIDER.D.PROPOSED LOCATION FOR POTABLE WATER TIE IN TO THEBUILDING, REFER TO PLUMBING PLANS FOR DETAILS.CONTRACTOR TO PROVIDE 12" DIP WATER SERVICE AND SHALLCOORDINATE WITH WATER COMPANY.E.PROPOSED LOCATION FOR SANITARY SEWER TIE IN TO BUILDING,REFER TO PLUMBING PLANS FOR DETAILS.F.PROPOSED GAS SERVICE, CONTRACTOR TO COORDINATE WITHUTILITY HAVING JURISDICTION.G.PROPOSED 2" DIP WATER SERVICE TO CONNECT TO EXISTINGWATER SERVICE LINE. CONTRACTOR TO MAINTAIN 48" OF COVERAND SHALL COORDINATE WITH WATER COMPANY.H.PROPOSED 6" (SDR 26) PVC SANITARY SEWER SERVICE, PIPE TOMAINTAIN A MINIMUM 1% SLOPE AND 36" COVER.I.PROPOSED ELECTRIC SERVICE BUILDING CONNECTION.ABCDEFGHI
Sheet Number:Sheet Title:Revision/Issue:Project:Client:Proj. Number:Sheet Date:Reviewed:Drawn:Project:SOUTHERN TIRE MART - CALDWELL, ID3512 FRANKLIN ROADCALDWELL, IDAHO 83605#638Client:TL WALLACE CONSTRUCTION, INC.Client Project Num TLW.366554025 Highway 35Columbia, MS 39429Trent Rhodes - (601) 624-5848TLW.36655THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONAND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANSIS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITYCOMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. CORESTATES, INC. DOES NOT GUARANTEE THAT LOCATIONSSHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THEAPPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANYEXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES.Call before you dig.below.Know what's12345678910111213ABCDEFGHI110 N. 11th StreetSuite 101Tampa, FL 33602813.490.1755www.core-states.com2/27/2024 12:53 PMPRELIMINARYPLAN NOT FORCONSTRUCTIONBSKASCORESTATES, INC.REVDATECOMMENTBYKASPER SUP COMMENTS2/26/24111/13/233'-6"
7"6"7"3"(TYP)27" DIADETAIL NOTES:COLOR(S) SHALL COMPLY WITH ALL LOCAL REGULATIONS.15°HANDICAP PARKING SYMBOL DETAILSTRIPING DETAILDETAIL NOTE:ALL STRIPING SHALL BE PAINTEDUNLESS OTHERWISE SPECIFIED ON THESITE PLAN AND SHALL MEET THECRITERIA OF STATE AND LOCALAUTHORITIES HAVING JURISDICTION.SOLID PARKING SPACE LINE (4" WIDE WHITE)SOLID LANE LINE (6" WIDE WHITE)SOLID DOUBLE CENTER LINE (6" WIDE YELLOW)SOLID CROSSWALK TRANSVERSE LINE (12" WIDE WHITE)SOLID STOP BAR LINE (24" WIDE WHITE)SOLID PARKING LINE (4" WIDE BLUE)CONCRETE PAVEMENT6"4000 PSISLAB COMPONENTPREPARED SUBGRADE PER DOTREQUIREMENTSREINFORCED PORTLAND CEMENT CONCRETE PAVEMENTPER DOT REQUIREMENTSCOMPACTED SUBGRADE12"CONCRETE SLAB LOCATIONDRIVEWAYDETAIL NOTES:1.SUBGRADE MATERIALS SHALL MEET DOT REQUIREMENTS INCLUDINGCOMPACTION TO 98% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTMD-1557.2.CONCRETE PAVEMENT SHALL MEET THE MORE STRINGENT REQUIREMENT OFEITHER THE SPECIFICATIONS PROVIDED BY THE OWNER, LOCAL CITY/COUNTYREQUIREMENTS, OR DOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION.3.CONTRACTOR TO CONSTRUCT CONCRETE PAVEMENT WITH TRANSVERSE JOINTSAT 10' O.C. JOINTS TO BE CONSTRUCTED PER DETAIL ON THIS PAGE.4.CONTRACTOR TO DOWEL AND JOINT BETWEEN CONCRETE SLAB AND CURB.4X4-W4.0W X W4.0 WELDED WIRE MESHMINIMUM 28 DAY STRENGTH6"4000 PSI12"TRASH ENCLOSURECONCRETE SLAB DETAILNOTE: THESE ARE MINIMUM SPECIFICATIONS, REFER TOGEOTECHNICIAL REPORT (IF AVAILABLE) FOR FINAL SPECIFICATIONS.VARIESREFER TO SITE PLAN4" THICK CONCRETE SIDEWALKWITH 6X6-W1.2XAW1.2 WELDEDWIRE MESH REINFORCEMENT.4000 PSI AT 28 DAYS.DETAIL NOTES:1.PROVIDE 12" PREMOLDED EXPANSION JOINT FILLER AT 60' CENTERS, CHANGESIN DIRECTION, AND ABUTTING SEPARATE POURS.2.PROVIDE TOOLED CONTRACTION JOINTS AT 10' CENTERS.3.CONTRACTOR TO PREPARE SUBGRADE BASED ON RECOMMENDATIONS INTHE GEOTECHNICAL INVESTIGATION REPORT.PREPARED EARTH SUBGRADE(COMPACTED TO AT LEAST 95PERCENT MODIFIED PROCTOR)CONCRETE SIDEWALK DETAIL12"12"5"1"6"6"11" MIN.17" MAX.BACK OF CURB
FACE OF CURB
1/2" MIN. RADIUS1" MAX. RADIUSP.C. CONCRETECONTRACTORTO PROVIDEPRIME COATAND TACKCOAT TO FACEOF CURBWHERE CURBCONTACTSASPHALT.18" MIN.24" MAX.1/2" MIN. RADIUS1" MAX. RADIUSASPHALTIC CONCRETEPAVING.SEE PAVING DETAILS FORPAVEMENT SECTIONS,SUBBASE,SUBGRADE ANDCOMPACTIONREQUIREMENTS.DETAIL NOTE:GUTTER SLOPE TO MATCHADJACENT PAVEMENT,TRAVERSE AND LONGITUDINAL.CONCRETE CURB AND GUTTER DETAIL1'-0"1'-0"VARIES6" CURBSEE PLANDEPRESSED CURB DETAILCONSTRUCTIONDETAILSC-7.0As Noted24" BOLLARD DETAILR7-8, 12" X 18" (PER MUTCD, LATESTEDITION)R7-8a, 6" X 12" (PER MUTCD, LATESTEDITION)PENALTY SIGN, 6" X 12"PENALTY SIGN WORDING SHALL BEAS REQUIRED BY STATE OR LOCALCODETHIS SIGN TYPICAL AT ALL VANACCESSIBLE HANDICAP PARKINGSPACESTHIS SIGN TYPICAL AT ALL HANDICAPPARKING SPACESDETAIL NOTES:1. ALL SIGN BACKGROUNDS SHALL BE WHITE (RETROREFLECTIVE).2. ALL SIGN LEGENDS AND BORDERS SHALL BE GREEN (RETROREFLECTIVE).3. HANDICAPPED SYMBOL FOR SIGN R7-8 SHALL BE WHITE ON BLUE BACKGROUND (RETROREFLECTIVE).ADA PARKING SIGN DETAILNTS$*** FINEVANACCESSIBLERESERVEDPARKING2'-0"2'-0"4'-0"3'-0"0'-1"3"RUBBED FINISHEDSURFACE(8)#4 REBAR VERT.(7)#4 REBAR RINGSAS SHOWNFINISHED GRADE4000PSI CONCRETE4000PSI CONCRETERUBBED FINISHEDSURFACECOMPACTED SUBGRADESLIGHTLY RADIUSEDTOP FOR DRAINAGEPLAN VIEWSECTIONAL ELEVATION124" BOLLARDNOT TO SCALESECTIONEND OF PARKING SPACE2'-6" MIN. TOEDGE OFPAVEMENTORCURBLINEBASE AS SPECIFIEDPARKING SURFACEAS SPECIFIED6' LONG PRECASTCONC. WHEELSTOPW/2-#4 BARS CONT.5'-9" LONG (PAINTEDTRAFFIC YELLOW)2-#4 BARS THRU WHEEL-STOP & PVMT. MIN 30"LONG. ON CONC. PVMT.USE EPOXY BONDINGAGENT INSTEAD OFREBAR30"6'-0"
6"10-3/8"NOTES:1.) REFER TO PLAN SET FOR LOCATIONS OF PROPOSEDWHEELSTOPS.2.) CONCRETE WHEELSTOPS SHALL BE PAINTED TRAFFICYELLOW SO AS TO CONTRAST WITH PAVEMENT SURFACE.WHEELSTOPS MUST BE PERPETUALLY MAINTAINED ANDREPAINTED BY PROPERTY OWNER OR PARTY RESPONSIBLEFOR SITE MAINTENANCE.NTSCONCRETE WHEEL STOPS2'-6" MIN.PLACEMENTPLANEDGE OFPAVEMENT ORCURBLINECONCRETEBUMPER(PAINTEDTRAFFICYELLOW)PARKINGSPACESTRIPING (4"WIDE)0.25'45°0.86'2-#4 REBARS (MINIMUM)2-#4 REBARS (HOOK ONTOP)PRECAST CONCRETE BUMPER(PAINTED TRAFFIC YELLOW)10 3/8"6"NOTE: ALL WOOD TO BE PRESSURE TREATED LUMBER.BOARD ON BOARD FENCE DETAIL1"x4" WOOD SLATS(VERT. & HORIZ.)8.0' O.C.4"x4" WOODPOSTS3.0'6.0'2.0'12"ØMIN.CONCRETEFOOTINGN.T.S.