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HomeMy WebLinkAboutC1.2 STAKING DETAILSREVISION:PROJECT NUMBER:20297Sheet Name:© 2021 M+A Architects04 MARCH 2022DATE:SHEET NUMBER:RENOVATION AND ADDITION MEDVET CARMEL - ANIMAL HOSPITAL 9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS:PROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0012STAKING DETAILSC1.2AWMAWMJDB1 1/4" HMA SURFACE, TYPE "C",1 3/4" HMA INTERMEDIATE, TYPE "C"5" HMA BASE, TYPE "C"TACK COAT, 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 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" COMPACTED AGGREGATE, NO. 53COMPACTED SUBGRADEDETAILHEAVY 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 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" HMA SURFACE, TYPE "C"1 3/4" HMA INTERMEDIATE, TYPE "C"TACK COAT, APPLIED AT ARATE OF 0.10 GAL PER SQ. YD.8" COMPACTED AGGREGATE, NO. 53COMPACTED SUBGRADE, INDOTDETAILN.T.S.BLIGHT DUTY ASPHALT PAVEMENT8"FOR ELEVATIONSEE SITE PLAN2'-0"6"EXISTING ASPHALTPAVEMENTLIGHT BROOM FINISH8" THICK CONCRETE SLAB6" INDOT ITEM 301 AGGREGATE BASECOMPACTED SUBGRADE, PERSPECIFICATION SECTION 31 00 00NOTES:1.PROVIDE JOINTS AS INDICATED ON DRAWINGS. IN ABSENCE OF INFORMATION ON THE DRAWINGS,LOCATE AS SPECIFIED IN SECTION 32 13 00.2.PROVIDE CONTROL AND ISOLATION JOINTS PER DETAILS D AND E, THIS SHEET.3.DISSIPATING CURING COMPOUND: COMPLY WITH ASTM C309-98A, TYPE 1, CLASS B (CLEAR), EXCEPTMOISTURE LOSS NOT TO EXCEED 0.40 KG/SQ M. IN 72 HOURS. COMPOUND SHALL COMPLY WITH EPA'SVOC REQUIREMENTS. APPLY AT THE MANUFACTURER'S WRITTEN RECOMMENDED APPLICATION RATE.COMPLETELY REMOVE CURING COMPOUND PRIOR TO APPLICATION OF PENETRATING SEALER.4.PENETRATING SEALER: ACCEPTABLE PRODUCTS OR APPROVED EQUAL:A. L&M CONSTRUCTION CHEMICALS - AQUAPEL PLUS 40B. PROSOCO - SALTGUARD WBC. HULS AMERICA INC. - CHEM-TRETE BSM 40D. MASTER BUILDERS INC. - MASTERSEAL SL 40E. LYMTAL INTERNATIONAL - ISO-FLEX 618-50 WBF. BASF - ENVIROSEAL 40 OR HYDROZO SILANE 40G. TEX-COTE - RAINSTOPPER RS1405.IF CONCRETE INSTALLED OCTOBER-MARCH, WAIT UNTIL APRIL-SEPTEMBER TO APPLY PENETRATINGSEALER. IF SCHEDULE DOES NOT ALLOW FOR APPLICATION OF SEALER, PROVIDE CREDIT FORNON-PERFORMANCE.DETAILHEAVY DUTY CONCRETE SLABN.T.S.G10"3'-0" (MIN.)5'-0" (MIN.)12"SIGNFACEDETAILPARKING SIGNSN.T.S.CCONCRETE FOUNDATIONISOLATION JOINT PER DETAIL E/C1.2WHEN PLACED ADJACENT TOCONCRETE PAVEMENT OR WALKCONCRETE OR ASPHALTPAVEMENT SECTIONCONCRETEFOOTER,SLOPE TO DRAINSQUAREALUMINUM TUBEPOST, 2"X2", 0.063THICKPARKINGRESERVEDVANACCESSIBLE12"18"6"IN GRASSIN PAVEMENTNOTES:1.PROVIDE SIGN IN ACCORDANCE WITH INDOT ITEM R7-8A.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 SIGNR7-8AVAN ACCESSIBLEPARKING SIGNAD 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 32 13 00.3.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 32 13 00.STRUCTURE OR FIXED OBJECT.JOINT SEALANTTOOLED EDGE1/2" WIDE PRE-FORMED JOINT FILLER.PROVIDE 3/ 8" REMOVABLE JOINT CAPPER SPECIFICATION SECTION 32 13 00.CONCRETE SLABAGGREGATE BASECOMPACTED SUBGRADEDETAILCONCRETE ISOLATION JOINTN.T.S.EDETAILINVERTED U MODEL BICYCLE RACKN.T.S.F"INVERTED UMODEL" BICYCLERACK1 78" O.D. PIPE(0.145" WALL)18"36"EXISTING ORPROPOSEDCONCRETEWALK/SLABPROPOSEDBICYCLE RACKANCHOR RODTHROUGH HOLEIN BICYCLERACKSET RACK AT ADEPTH OF 12" OR ASREQUIRED BY THEMANUFACTURERAND GROUT INPLACE.NOTE:1.EXCAVATE HOLE TO A DEPTH OF 14" FOR PROPOSED BIKE "HITCH" AND GROUT IN PLACE.BIKE HITCH SHALL BE EMBEDDED 12".2.RACK SHALL BE HOT DIP GALVANIZED STEEL.3.COORDINATE COLOR WITH ARCHITECT.10"8"FINISHGRADEEXISTING ORPROPOSEDGRANULARBASE