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HomeMy WebLinkAboutCivil_C1.2REVISION:PROJECT NUMBER:20297Sheet Name:© 2021 M+A Architects12 JANUARY 2022DATE:SHEET NUMBER:VOLUME1 - SITEWORK AND FOUNDATIONS MEDVET CARMEL - ANIMAL HOSPITAL <650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032 |>STATUS:PROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0012STAKING DETAILSC1.2AWMELIJAH MEHANJDB1 1/4" INDOT ITEM ___ ASPHALT CONCRETESURFACE COURSE, TYPE I,MEDIUM TRAFFIC (448), PG 64-221 3/4" INDOT ITEM ___ ASPHALT CONCRETEINTERMEDIATE COURSE, TYPE 2, MEDIUMTRAFFIC, PG 64-225" INDOT ITEM ___ ASPHALTCONCRETE BASE, PG 64-22TACK COAT, INDOT ITEM ___ APPLIED AT ARATE OF 0.10 GAL PER SQ. YD.NOTES:1.COMPOSE HOT MIX ASPHALT MIXTURE WITH AGGREGATE AND ASPHALT BINDER MEETING INDOT REQUIREMENTS.2.SUBMIT AN APPROVED JOB MIX FORMULA INCLUDING MIX TYPE PROPOSED FOR USE, AGGREGATESOURCE, TYPE, AND GRADATION, PERCENT OF ASPHALT BINDER, AND UNIT WEIGHT OF THE MIXTURE.3.OBTAIN JOB MIX FORMULA APPROVAL BY PROVIDING A PREVIOUSLY INDOT APPROVED FORMULA .4.PROVIDE QUALITY ASSURANCE TESTING IN ACCORDANCE WITH INDOT ITEM ___.5.PROVIDE COMPACTION RANGING FROM 90 TO 97.9% OF THE AVERAGE MAXIMUM SPECIFIC GRAVITYFOR SURFACE COURSE AND 90 TO 96.9% FOR INTERMEDIATE COURSE. REMOVE AND REPLACEMATERIAL PLACED OUTSIDE OF SAID RANGES. PROVIDE REPLACEMENT PAVEMENT AND QUALITYASSURANCE TESTING AT NO ADDITIONAL COST TO THE OWNER.4" INDOT ITEM ___ AGGREGATE BASECOMPACTED SUBGRADE, INDOT ITEM ___DETAILHEAVY DUTY ASPHALT PAVEMENT N.T.S.ANOTES:1.COMPOSE HOT MIX ASPHALT MIXTURE WITH AGGREGATE AND ASPHALT BINDER MEETING INDOT REQUIREMENTS.2.SUBMIT AN APPROVED JOB MIX FORMULA INCLUDING MIX TYPE PROPOSED FOR USE, AGGREGATESOURCE, TYPE, AND GRADATION, PERCENT OF ASPHALT BINDER, AND UNIT WEIGHT OF THE MIXTURE.3.OBTAIN JOB MIX FORMULA APPROVAL BY PROVIDING A PREVIOUSLY INDOT APPROVED FORMULA.4.PROVIDE QUALITY ASSURANCE TESTING IN ACCORDANCE WITH INDOT ITEM ___.5.PROVIDE COMPACTION RANGING FROM 90 TO 97.9% OF THE AVERAGE MAXIMUM SPECIFIC GRAVITYFOR SURFACE COURSE AND 90 TO 96.9% FOR INTERMEDIATE COURSE. REMOVE AND REPLACEMATERIAL PLACED OUTSIDE OF SAID RANGES. PROVIDE REPLACEMENT PAVEMENT AND QUALITYASSURANCE TESTING AT NO ADDITIONAL COST TO THE OWNER.1 1/4" INDOT ITEM ___ ASPHALTCONCRETE SURFACE COURSE,TYPE I, MEDIUM TRAFFIC (448), PG 64-221 3/4" INDOT ITEM ___ ASPHALT CONCRETEINTERMEDIATE COURSE, TYPE 2, MEDIUMTRAFFIC, PG 64-22TACK COAT, INDOT ITEM ___ APPLIED AT ARATE OF 0.10 GAL PER SQ. YD.8" INDOT ITEM ___ AGGREGATE BASECOMPACTED SUBGRADE, INDOT ITEM ___DETAILN.T.S.BLIGHT DUTY ASPHALT PAVEMENT3'-0" (MIN.)5'-0" (MIN.)12"SIGNFACEDETAILPARKING SIGNSN.T.S.CINDOT ITEM ___ CONCRETECLASS ___ISOLATION JOINT PER DETAIL X/XWHEN PLACED ADJACENT TOCONCRETE PAVEMENT OR WALKCONCRETE OR ASPHALTPAVEMENT SECTIONCONCRETEFOOTER,SLOPE TO DRAINSQUAREALUMINUM TUBEPOST, 2"X2", 0.063THICKPARKINGRESERVEDVANACCESSIBLE12"18"6"$500 FINEMINIMUM6"IN GRASSIN PAVEMENTNOTES:1.PROVIDE SIGN IN ACCORDANCE WITH INDOT ITEM ___.2.PROVIDE 0.063 THICK, FLAT ALUMINUM SIGN PANELS.3.PROVIDE REFLECTIVE FINISH ON SIGN.4.PROVIDE PERMANENT WEATHERPROOF ALUMINUM CAP ON POST TOP.5.PROVIDE "VAN ACCESSIBLE" SIGN WHERE NOTED ON DRAWINGS.6.ATTACH SIGNS WITH UNISTRUT UNIVERSAL DRIVE RIVET OR APPROVED EQUAL.7.ACCESSIBLE SIGNAGE TO BE AS SHOWN UNLESS OTHERWISE SPECIFIED BY LOCAL CODE.ACCESSIBLE PARKINGSIGN PERINDOT STANDARD SIGN______VAN ACCESSIBLEPARKING SIGNPERINDOT STANDARDSIGN ______MINIMUM FINEPARKING SIGN PERINDOT STANDARDSIGN _______AD D/4 MINIMUM DEPTH1/8" WIDECONCRETE SLABAGGREGATE BASECOMPACTED SUBGRADENOTES:1.PLACE CONTROL JOINTS WITHIN 8 HOURS OF CONCRETE PLACEMENT AND ATLOCATIONS INDICATED ON THE STAKING PLAN. IF JOINTS ARE NOT SHOWN ONSTAKING PLAN, PROVIDE AT LOCATIONS INDICATED BELOW:A. SPACING (IN FEET) SHALL BE BETWEEN 2 TO 2-1/ 2 TIMES SLAB THICKNESS (IN INCHES IN BOTH DIRECTIONS (I.E. 4" SLAB SHALL HAVE JOINT SPACING OF 8-10 FEET).B. GRID OF CONTROL JOINTS SHALL BE APPROXIMATELY SQUARE WITH LONGEST SIDE TO BE NOT LONGER THAN 1.5 TIMES THE SHORTEST SIDE (I.E. 4 FOOT WIDE WALK SHALL HAVE JOINT SPACING AT 4-6 FEET).DETAILSAW CUT CONCRETE CONTROL JOINT-LONGITUDINAL OR TRANSVERSEN.T.S.DNOTES:1.PLACE ISOLATION JOINTS WHERE NEW CONCRETE SLAB ABUTS STRUCTURES ORFIXED OBJECTS INCLUDING: BUILDINGS, WALLS, COLUMNS, POLE BASES, CURBS,CATCH BASINS, EXISTING CONCRETE, OR AS NOTED ON THE STAKING PLAN.2.PROVIDE AT FORMED EDGE OF PREVIOUSLY POURED SLABS. SEAL JOINT WITH JOINTSEALANT, SEE SPECIFICATION SECTION ______.3.SUBMIT SAMPLE FOR COLOR APPROVAL. PRE-FORMED JOINT FILLER -NON-IMPREGNATED TYPE, CLOSED CELL RESILIENT POLYETHYLENE FOAM, 1/2" THICKUNLESS OTHERWISE NOTED, CERAMAR FLEXIBLE FOAM EXPANSION JOINT BY W.R.MEADOWS OR EQUAL MEETING THE REQUIREMENTS OF ASTM D 1752 SECTIONS 5.1THROUGH 5.4. REFER TO SPECIFICATION SECTION ______.STRUCTURE OR FIXED OBJECT.JOINT SEALANTTOOLED EDGE1/2" WIDE PRE-FORMED JOINT FILLER.PROVIDE 3/ 8" REMOVABLE JOINT CAPPER SPECIFICATION SECTION ______.CONCRETE SLABAGGREGATE BASECOMPACTED SUBGRADEDETAILCONCRETE ISOLATION JOINTN.T.S.E