HomeMy WebLinkAboutC003.0-DemoPlanA 11.05.21
REV.DATE DESCRIPTION
Drawing Name: O:\2021\2021095\98 - TRT 18712 - Carmel, IN\dwg\2021095.98- Carmel, IN N Illinois - CD90.dwgJune 10, 2022 12:28 PM - jarch
DESIGNERINSTALL MANAGERGN-1JOB NO.ISSUED FOR:PERMITRECORDCONSTRUCTIONBID2021095.98ABRWILLCARTER11545 N ILLINOIS ST.
(TESLA STATION) - TRT18712
CARMEL, IN 46032
B 11.19.21 ISSUED FOR 90% REVIEW
C 04.25.22
ISSUED FOR 90% REVIEW
ISSUED FOR SIGN AND SEAL
XXXXXXXXXXXX1234CBAGPD GROUP, INC.®520 South Main Street, Suite 2531Akron, OH 44311330.572.2100Fax 330.572.21011 06.10.22 REVISIONS FOR CITY COMMENTS GOVERNING BUILDING CODEGOVERNING BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE + INDIANA AMENDMENTSGENERAL CONSTRUCTION NOTES1.ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ANY OTHERREGULATING AUTHORITIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK.2.PRIOR TO COMMENCEMENT OF ANY WORK, THE CONTRACTOR SHALL VERIFY EXISTINGCONDITIONS AND NOTIFY THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE FROMTESLA OF ANY DISCREPANCIES. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACTDOCUMENTS SHALL BE CORRECTED AT THE SUBCONTRACTORS SOLE EXPENSE.3.SUBCONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO TESLA FORAPPROVAL BEFORE MAKING ANY CHANGES. DEVIATION FROM PLANS BEFORE WRITTENAPPROVAL FROM TESLA PLACES LIABILITY ON THE SUBCONTRACTOR.4.ALL EQUIPMENT SHALL BE MOUNTED AS SHOWN. WHERE DETAILS ARE NOT PROVIDED,CONTRACTOR SHALL USE BEST CONSTRUCTION PRACTICES.5.ALL SURFACES SHALL BE PATCHED AND PAINTED AROUND NEW DEVICES AND EQUIPMENTTO MATCH EXISTING FINISHES.6.ANY METAL SHAVINGS FROM SITE WORK SHALL BE CLEANED FROM ALL SURFACES WHEREOXIDIZED OR CONDUCTIVE METAL SHAVINGS MAY CAUSE RUST, ELECTRICAL SHORTCIRCUITS, OR OTHER DAMAGE.7.APPROVALS FROM BUILDING INSPECTORS SHALL NOT CONSTITUTE AUTHORITY TO DEVIATEFROM THE DRAWINGS.8.NEW PAVEMENT INSTALLED AS PART OF THIS PROJECT SHALL MATCH EXISTING PAVEMENTSECTION. EXISTING PAVEMENT DEPTHS SHALL BE MAINTAINED.9.THE TOPOGRAPHIC SURVEY BY CLARK LAND SURVEYING, INC, DATED 09/30/21 SHALL BECONSIDERED PART OF THESE PLANS. THE G.C. IS RESPONSIBLE FOR LOCATING EXISTINGCONDITION IMPROVEMENTS PER THESE PLANS.10.THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THE PLAN ARE BASED ON FIELDSURVEYS. DUE TO THE LIMITATIONS IN TECHNOLOGY AND GROUND CONDITIONS, NOT ALLUNDERGROUND UTILITIES ARE ABLE TO BE LOCATED. IT SHALL BE THE CONTRACTOR'SFULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIRFACILITIES PRIOR TO STARTING CONSTRUCTION.11.ALL PROPERTY LINES, RIGHT OF WAYS, CENTERLINES, DIMENSIONS, GRADES, AND UTILITYLOCATIONS SHOWN ON THESE PLANS WERE BASED ON A TOPOGRAPHIC SURVEY. THECONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION.12.THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVESWITH ALL CONDITIONS AFFECTING THE PROPOSED WORK. ANY DISCREPANCIES SHALL BEBROUGHT TO THE ATTENTION OF TESLA PRIOR TO THE COMMENCEMENT OF WORK.13.ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITYCOMPANY SPECIFICATIONS AND FEDERAL, STATE AND LOCAL JURISDICTION CODES,ORDINANCES AND APPLICABLE REGULATIONS.14.UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONSAS INDICATED ON THE DRAWINGS.15.PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATICOUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISHSURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUMREQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULDTHERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTORSHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM TESLA PRIOR TOPROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCHMODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND APPROVED BY TESLA PRIORTO PROCEEDING WITH WORK.16.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.17.IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FORAPPROVAL BY TESLA PRIOR TO PROCEEDING.18.THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIESWITH OTHER DISCIPLINES.19.CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENTEXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BESTACCEPTED PRACTICE.20.THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS,LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED ATCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.21.THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OFCONSTRUCTION. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHERUTILITIES SHALL BE PROTECTED AT ALL TIMES.22.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURINGCONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSIONAND SEDIMENT CONTROL.23.INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/ORDRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY TESLA OF ANYDISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.24.FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BEPERFORMED BY AN INDEPENDENT TESTING LAB. THIS WORK TO BE COORDINATED BY THECONTRACTOR.25.PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT, LOCALPERMITTING AGENCY AND EPA REQUIREMENTS.26.PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS ANDSIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THEENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OFTHE WORK.27.EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIEDBY THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING FROM TESLA.1 1/2 INCH (37.5 MM)1001 INCH (25.0 MM)3/4 INCH (19.00 MM)3/8 INCH (9.5 MM)NO. 4 (4.75 MM)NO. 30 (0.600 MM)NO. 200 (0.75 MM)SIEVE SIZETOTAL PERCENT PASSING75 TO 10080 TO 10035 TO 7530 TO 607 TO 303 TO 154.PROVIDE A NON-SLIP AGGREGATE ADDITIVE TO MARKING PAINT USED AT ADA ACCESS RAMPS.5.APPLY 2 COATS WITHIN THE SAME DAY, UTILIZING STRAIGHT EDGES, YELLOW ONCONCRETE/WHITE ON ASPHALT EXCEPT WHEN MATCHING ADJACENT OR EXISTING COLORWHEN THE PAVING IS AN EXPANSION OR SEGMENT OF A LARGER LOT.EXISTING SLAB REINFORCEMENT INVESTIGATION/X-RAY1.CONTRACTOR SHALL VERIFY POST TENSIONING AND REINFORCEMENT LOCATION IN EXISTINGCONCRETE SLAB PRIOR TO DRILLING.GENERAL FOUNDATION NOTES1.DETERMINATION OF FINAL BEARING ELEVATIONS, TOPSOIL AND EXCAVATION STRIPPINGDEPTH, INSPECTION OF ALL SUBSOIL EXPOSED DURING STRIPPING, SITE GRADING,EXCAVATION OPERATIONS, APPROVAL OF FILL MATERIALS, DENSITY TESTING OF FILLS TOENSURE PLACEMENT PER SPECIFICATION REQUIREMENTS, INSPECTION OF FOUNDATIONBEARING SURFACES, AND VERIFICATION OF ALLOWABLE BEARING PRESSURES ARE THETESTING LABORATORY'S RESPONSIBILITY.2.ALL FOUNDATIONS ARE TO REST ON FIRM UNDISTURBED SOIL OR COMPACTED FILL FREEFROM ORGANIC MATTER. IF POOR SOIL CONDITIONS ARE ENCOUNTERED AT FOUNDATIONDEPTHS SHOWN, NOTIFY OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITHCONSTRUCTION.3.CONTRACTOR SHALL COMPACT SUBGRADE. SEE FROST/NO FROST DESIGN NOTES BELOW.4.FOUNDATIONS HAVE BEEN DESIGNED BASED ON AN ASSUMED ALLOWABLE SOIL BEARINGCAPACITY OF 1500 PSF UNLESS NOTED OTHERWISE.5.NEW FOOTINGS PLACED ADJACENT TO EXISTING FOOTINGS SHALL BEAR AT THE SAMEELEVATION, UNLESS NOTED OTHERWISE.6.STEP FOOTINGS AT A RATIO OF ONE (1) VERTICAL TO TWO (2) HORIZONTAL WITH A MAXIMUMVERTICAL STEP OF 2'-0" UNLESS NOTED OTHERWISE.7.INUNDATION AND LONG TERM EXPOSURE OF BEARING SURFACES, WHICH WILL RESULT INDETERIORATION OF BEARING FORMATIONS, SHALL BE PREVENTED. FOOTINGS SHALL BEPLACED IMMEDIATELY FOLLOWING FOOTING EXCAVATIONS AND BEARING SURFACEINSPECTION.8.UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT THEAPPROVAL OF THE ENGINEER OF RECORD.9.GROUNDWATER ASSUMED TO BE BELOW EXCAVATION DEPTH. IF GROUNDWATER ISENCOUNTERED DURING EXCAVATION ON SITE, CONTRACTOR SHALL PROVIDE FOR ANY SITEDRAINAGE AND DE-WATERING REQUIRED.10.CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING PUBLIC AND PRIVATE UTILITIES PRIORTO EXCAVATION. IF NECESSARY, UTILITIES SHALL BE RELOCATED PRIOR TO FOUNDATIONINSTALLATION.CONCRETE1.ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301-10, "STANDARD SPECIFICATIONFOR STRUCTURAL CONCRETE" AND ACI 302, 305 AND 306 UNLESS NOTED OTHERWISE.2.ALL DETAILING, FABRICATION AND PLACING OF CONCRETE SHALL CONFORM TO ACI 318-14,"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND THE LATEST ACI"MANUAL OF STANDARD PRACTICE FOR DETAIL REINFORCED CONCRETE STRUCTURES"UNLESS NOTED OTHERWISE.3.SAFETY AND PERFORMANCE OF THE STRUCTURE ARE THE RESPONSIBILITY OF THECONTRACTOR INSOFAR AS THEY ARE AFFECTED BY THE LOCATION AND DETAILS OFCONSTRUCTION JOINTS. SHOP DRAWINGS OF THE PROPOSED CONSTRUCTION JOINTLOCATIONS AND DETAILS ARE TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL.4.MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED SIZE SUITABLE FOR INSTALLATIONMETHOD UTILIZED OR 1/3 CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING. MAXIMUMSIZE MAY BE INCREASED TO 2/3 CLEAR DISTANCE PROVIDED WORKABILITY AND METHODS OFCONSOLIDATION SUCH AS VIBRATING WILL PREVENT HONEYCOMBS OR VOIDS.5.ALL CONCRETE UNLESS NOTED OTHERWISE SHALL DEVELOP A MINIMUM COMPRESSIVESTRENGTH IN 28 DAYS AS FOLLOWS: ALL CONCRETE - 2500 PSI. ALL CONCRETE EXPOSED TOWEATHER SHALL CONTAIN 6% (± 1%) AIR ENTRAINMENT.6.REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.7.WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A1064 AND BE FURNISHED INFLAT SHEETS AND INSTALLED ON CHAIRS OR PRECAST CONCRETE BLOCKS.8.NO TACK WELDING OF REINFORCING IN THE FIELD IS PERMITTED.9.PROVIDE CORNER BARS AT ALL LOCATIONS WHERE REINFORCEMENT CHANGES DIRECTION.10.PROVIDE STRAIGHT AND DIAGONAL BARS AT EDGES OF ALL OPENINGS.11.REINFORCING EMBEDMENT AND LAP SPLICES (INCHES) FOR 2500 PSI CONCRETE OTHER TOP* BAR SIZE ANCHORAGE SPLICE ANCHORAGE SPLICE#315191924#419252533#524313141#629373749*HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE BELOW BAR12.NON-SHRINK GROUT SHALL MEET A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 6000 PSI.28.GRANULAR BACKFILL: SHALL MEET THE FOLLOWING GRADATION PER THE TABLE BELOW:29.GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATIONREQUIREMENTS OF ASTM D2487 (SW OR SW-SM).30.UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTICS SILTS AND CLAYS (LL>45).MATERIAL CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL,VEGETATIVE MATTER, WOOD, STONES IN EXCESS OF 3 INCHES IN ANY DIMENSION, ANDDEBRIS AS DETERMINED BY THE CONSTRUCTION MANAGER. TYPICAL THESE WILL BE SOILSCLASSIFIED BY ASTM AS PT, MH, CH, OH, ML, AND OL.31.BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION ANDSEDIMENT CONTROL MEASURES PER APPLICABLE PLAN PREPARED BY CONTRACTOR. THEWORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THEEVENT OF RAIN THE SITE WILL BE DRAINED AT ALL TIMES.32.PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES ANDSMOOTH, EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OFCONSTRUCTION. GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHYAND STRUCTURES.CHARGING CABINET PRE-FABRICATED ASSEMBLY FOUNDATION & ALLCHARGING POST FOUNDATIONS -FROST DESIGN NOTES (BOTTOM OF FOUNDATION ABOVE FROST LEVEL):1.CONCRETE FOUNDATIONS SHOULD BEAR DIRECTLY ON A PROPERLY COMPACTEDFREE-DRAINING GRANULAR FILL CONSISTING OF NO. 57 STONE OR AN APPROVEDEQUIVALENT.2.GRANULAR FILL SHOULD EXTEND VERTICALLY TO THE MINIMUM RECOMMENDED REGIONALFROST DEPTH AND LATERALLY 2/3D FROM THE FOUNDATION PERIMETER (EXCLUDING SIDE OFPERIMETER ADJACENT TO CURB). GRANULAR FILL SHOULD BE PLACED IN 8 INCH LOOSE LIFTSAND COMPACTED WITH A VIBRATORY COMPACTOR. THE COMPACTION EQUIPMENT SHOULD BEOPERATED OVER THE FULL WIDTH OF THE FOUNDATION UNDERCUT AREA UNTIL VISIBLEDEFORMATION OF THE BACKFILL CEASES. SEE SHEET T-1 FOR LOCAL FROST DEPTH.3.GEOTEXTILE (FILTER FABRIC) SHOULD BE PLACED BETWEEN THE GRANULAR BACKFILL ANDCOHESIVE SOILS TO PRECLUDE THE INFILTRATION OF FINES. SPEC AS FOLLOWS:SEPARATION GEOTEXTILE: WOVEN GEOTEXTILE FABRIC, MANUFACTURED FOR SEPARATIONAPPLICATIONS, MADE FROM POLYOLEFINS OR POLYESTERS; WITH ELONGATION LESS THAN50 PERCENT; COMPLYING WITH AASHTO M 288 AND THE FOLLOWING, MEASURED PER TEST METHODS REFERENCED:SURVIVABILITY: CLASS 2; AASHTO M 288. GRAB TENSILE STRENGTH: 247 LBF (1100 N); ASTM D 4632.SEWN SEAM STRENGTH: 222 LBF (990 N); ASTM D 4632.TEAR STRENGTH: 90 LBF (400 N); ASTM D 4533.PUNCTURE STRENGTH: 90 LBF (400 N); ASTM D 4833.APPARENT OPENING SIZE: NO. 60 (0.250-MM) SIEVE, MAXIMUM; ASTM D 4751.PERMITTIVITY: 0.02 PER SECOND, MINIMUM; ASTM D 4491.UV STABILITY: 50 PERCENT AFTER 500 HOURS' EXPOSURE; ASTM D 4355.CHARGING CABINET PRE-FABRICATED ASSEMBLY FOUNDATION & ALLCHARGING POST FOUNDATIONS - NO FROST DESIGN NOTES(BOTTOM OF FOUNDATION BELOW FROST LEVEL)1.CONCRETE FOUNDATIONS SHOULD BE SUPPORTED ON A 6 INCH COMPACTED LAYER OFAPPROVED FREE-DRAINING GRANULAR MATERIAL.2.APPROVED MATERIAL SHOULD BE COMPACTED OVER THE FULL WIDTH OF THE INFILL AREAUNTIL VISIBLE DEFORMATION OF THE BACKFILL CEASES.STRUCTURAL STEELMATERIAL PROPERTIES:PLATE: ASTM A36 UNOPIPE: ASTM A53, TYPE E OR S, GRADE B (Fy = 35 KSI)TUBE: ASTM A1085 GRADE A (Fy = 50 KSI)1.DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE 2010 AISC (360-10)SPECIFICATIONS.2.ALL WELDING SHALL BE DONE USING E-70XX ELECTRODES IN ACCORDANCE WITH AWS D1.1SPECIFICATIONS.3.FIELD VERIFY ALL CONDITIONS AT AND CONNECTIONS TO THE EXISTING CONSTRUCTIONBEFORE FABRICATION.4.ALL EXPOSED STRUCTURAL STEEL, ANCHOR RODS AND BOLTS SHALL BE HOT DIP GALVANIZEDPER ASTM A123.5.UNLESS NOTED OTHERWISE ON THE DRAWING, ALL ANCHOR RODS SHALL CONFORM TO ASTMF1554 Gr 55 WITH HEAVY HEXAGONAL NUT.6.SUBMIT FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS,MATERIAL DESIGNATIONS, AND TOP STEEL ELEVATIONS FOR APPROVAL. THE SHOP DRAWINGSWILL BE REVIEWED FOR GENERAL CONFORMANCE TO THE CONTRACT DRAWINGS. SUCHAPPROVAL SHALL NOT RELIEVE THE FABRICATOR/CONTRACTOR OF THE RESPONSIBILITY FOREITHER THE ACCURACY OF THE DETAILED DIMENSIONS IN THE SHOP AND ERECTIONDRAWINGS OR THE GENERAL FIT-UP OF PARTS THAT ARE TO BE ASSEMBLED IN THE FIELD.TRAFFIC CONTROL NOTES1.DURING THE CONSTRUCTION PERIOD; SIDEWALKS, SHOULDERS, TRAVEL LANE(S), ORSTREETS MAY HAVE TO BE TEMPORARILY CLOSED OR RESTRICTED FOR THE UNLOADING /LOADING OF EQUIPMENT OR AS A RESULT OF CONSTRUCTION ACTIVITIES THEMSELVES. IT ISTHE CONTRACTOR'S RESPONSIBILITY TO COORDINATE DIRECTLY WITH THE LOCALGOVERNING AUTHORITIES ON ANY SUCH CLOSURES AND MUST OBTAIN WRITTEN PERMISSIONFROM THE APPROPRIATE AUTHORITIES PRIOR TO IMPLEMENTING SUCH CLOSURES ORRESTRICTIONS. ANY CLOSURE OR RESTRICTION MUST COMPLY WITH THE STATE MANUAL OFUNIFORM CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS (LATEST EDITION ANDREVISION), AND WITH ANY AND ALL ADDITIONAL APPLICABLE CITY, VILLAGE, OR COUNTYREQUIREMENTS. THE CONTRACTOR SHALL PREPARE AND SUBMIT A FORMAL TRAFFICCONTROL / MOT PLAN TO THE LOCAL GOVERNING AUTHORITIES IF REQUESTED. ALLREQUIRED CONSTRUCTION TRAFFIC MAINTENANCE DEVICES SHALL BE PROVIDED, ERECTEDAND MAINTAINED, AND ULTIMATELY REMOVED BY THE CONTRACTOR.2.THE CONTRACTOR SHALL MAINTAIN SAFE AND SATISFACTORY ACCESS TO ALL ABUTTINGPROPERTIES AND INTERSECTING STREET AT ALL TIMES DURING THE CONSTRUCTION OF THEIMPROVEMENTS ANTICIPATED. DRIVEWAYS MUST BE MAINTAINED AND ALL TRENCHES SHALLBE BACKFILLED AT THE END OF EACH WORK DAY. PER THE STATE MUTCD AND OTHERAPPLICABLE APPROPRIATE GOVERNING REQUIREMENTS, THE CONTRACTOR SHALL PROVIDEALL NECESSARY SAFEGUARDS SUCH AS BARRICADES, SATISFACTORY BARRIERS, CONES,SIGNAGE, BARRELS, MESSAGE BOARDS, LIGHTING, FLAGMEN, LAW ENFORCEMENT OFFICERS,ETC. TO AVOID DAMAGE AND / OR INJURY TO VEHICLES AND PERSONS TRAVERSING THECONSTRUCTION AREA.GENERAL NOTES LANDSCAPE NOTESGENERAL1.PLANT GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1)YEAR FROM DATE OF PROJECT ACCEPTANCE BY THE OWNER.2.ALL DISTURBED AND PROPOSED LANDSCAPE PLANTING BED AREAS SHALL RECEIVE 3" DEPTHDOUBLE SHREDDED BARK MULCH TO MATCH EXISTING CONDITIONS.MATERIALS1.LAWN SEED MIX: ALL SEED SHALL BE FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITHTHE ASSOCIATE OF OFFICIAL AND SEED ANALYSIS "RULES FOR TESTING SEEDS" FOR PURITYAND GERMINATION TOLERANCE.A.ALL AREAS TO BE SEEDED SHALL RECEIVE SEED MIX SELECTED PER HARDINESS ZONEBELOW AND MATCHED TO EXISTING. SITE MEETS THE SPECIFICATIONS OF THE FOLLOWINGSEED MIX:ZONES 3, 4 & 5: APPROVED BLUE GRASS BLENDZONE 6: APPROVED FESCUE BLENDZONES 7 & 8: APPROVED BERMUDA BLENDZONES 9 & 10: APPROVED ST AUGUSTINE FLORATAM BLEND2.WOOD CELLULOSE FIBER MULCH: DEGRADABLE GREEN DYED WOOD CELLULOSE FIBER OR100% RECYCLED LONG FIBER PULP, FREE FROM WEEDS OR OTHER FOREIGN MATTER TOXICTO SEED GERMINATION AND SUITABLE FOR HYDRO-MULCHING.3.TACKIFIER: LIQUID CONCENTRATE DILUTED WITH WATER FORMING A TRANSPARENT3-DIMENSIONAL FILM LIKE CRUST PERMEABLE TO WATER AND AIR AND CONTAINING NOAGENTS TOXIC TO SEED GERMINATION FOR STABILIZING STRAW MULCH4.SEED FERTILIZER: FERTILIZER SHALL BE SLOW RELEASE STARTER MIX (18-24-6) APPLIED ATTHE TIME OF PLANTING WITH A SECOND APPLICATION AFTER 4-5 WEEKS. FERTILIZER SHALLBE UNIFORM IN COMPOSITION, FREE FLOWING AND SUITABLE FOR APPLICATION WITHAPPROVED EQUIPMENT DELIVERED TO THE SITE IN BAGS OR OTHER CONVENIENTCONTAINERS, EACH FULLY LABELED, CONFORMING TO APPLICABLE STATE FERTILIZER LAWS,AND BEARING THE NAME, TRADE NAME OR TRADEMARK, AND WARRANTY OF THE PRODUCER.EACH APPLICATION SHOULD BE APPLIED TO EQUAL ONE (1) POUND OF NITROGEN PER 1000SQUARE FEET (SQ. FT.) OF LAWN AREA.HYDROSEEDING1.SEED SHALL BE APPLIED PER HYDROSEED METHOD AS FOLLOWS. RATING OF SEED SHALL BEPER DISTRIBUTOR BASED ON SPECIES TYPE.2.MIX SPECIFIED SEED, COMMERCIAL FERTILIZER, AND FIBER MULCH IN WATER, USINGEQUIPMENT SPECIFICALLY DESIGNED FOR HYDROSEED APPLICATION. CONTINUE MIXINGUNTIL UNIFORMLY BLENDED INTO HOMOGENEOUS SLURRY SUITABLE FOR HYDRAULICAPPLICATION.A.MIX SLURRY WITH FIBER-MULCH MANUFACTURER'S RECOMMENDED TACKIFIER.B.ONE STEP PROCESS: APPLY SLURRY AT A RATE SO THAT MULCH COMPONENT ISDEPOSITED AT NOT LESS THAN 1500-LB/ACRE DRY WEIGHT, AND SEED COMPONENT ISDEPOSITED AT NOT LESS THAN THE SPECIFIED SEED-SOWING RATE. APPLY THE SLURRYUNIFORMLY TO ALL AREAS TO BE SEEDED.C.TWO-STEP PROCESS: APPLY FIRST SLURRY COAT AT A RATE SO THAT MULCH COMPONENTIS DEPOSITED AT NOT LESS THAN 500-LB/ACRE DRY WEIGHT, AND SEED COMPONENT ISDEPOSITED AT NOT LESS THAN THE SPECIFIED SEED-SOWING RATE. APPLY SLURRYCOVER COAT OF FIBER MULCH (HYDROMULCHING) AT A RATE OF 1000 LB/ACRE. APPLY THESLURRY UNIFORMLY TO ALL AREAS TO BE SEEDED3.BEGIN MAINTENANCE OF LAWNS IMMEDIATELY AFTER EACH AREA IS PLANTED AND CONTINUEUNTIL ACCEPTABLE LAWN AREA IS ESTABLISHED WITH A DENSE STAND OF SPECIFIED PLANTMATERIAL COVERING AT LEAST 95% OF THE AREA, BUT NOT FOR LESS THAN 90 DAYS AFTERACCEPTANCE.A.MAINTENANCE SHALL INCLUDE: WATERING, MOWING, TRIMMING, AND OTHER OPERATIONSSUCH AS ROLLING, REGRADING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH,ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS.SPECIAL INSPECTIONS1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND OVERSEEING OF ALLSPECIAL INSPECTIONS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. SPECIALINSPECTIONS MUST BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL.PAVEMENT MARKING NOTES1.ALL PAVEMENT MARKINGS TO BE WHITE PAVEMENT PAINT, UNLESS STATED OTHERWISE. ALLPAVEMENT MARKINGS WITHIN ADA AREAS SHALL BE PAINTED BLUE EXCEPT FOR COLORSDEFINED ON THE ADA PAVEMENT SYMBOL.2.MARKING (STRIPING) PAINT FOR PARKING SPACES, TRAFFIC ARROWS, ADA PARKING ANDSYMBOLS, ETC., PER LOCAL REQUIREMENTS AND AS FOLLOWS:3.PAVEMENT MARKINGS PAINT SHALL BE WATER BASE FAST DRYING 100% ACRYLIC TYPE:WATER BASE TO MEET FEDERAL SPECIFICATION TTP-01952B. FOR COLD WEATHERAPPLICATION PAINT PRODUCT SHALL BE IN ACCORDANCE WITH ASTM-D2369, D1394, D3723,D1475, D562 AND D711.2
06/10/22