Loading...
HomeMy WebLinkAboutC1.2 STAKING DETAILSREVISION: PROJECT NUMBER: 20297 Sheet Name: © 2021 M+A Architects 04 MARCH 2022 DATE: SHEET NUMBER:RENOVATION AND ADDITIONMEDVET CARMEL - ANIMALHOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS: PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: 2021-0012 STAKING DETAILS C1.2AWM AWM JDB 1 1/4" HMA SURFACE, TYPE "C", 1 3/4" HMA INTERMEDIATE, TYPE "C" 5" HMA BASE, TYPE "C" TACK COAT, APPLIED AT A RATE 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, AGGREGATE SOURCE, 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 GRAVITY FOR SURFACE COURSE AND 90 TO 96.9% FOR INTERMEDIATE COURSE. REMOVE AND REPLACE MATERIAL PLACED OUTSIDE OF SAID RANGES. PROVIDE REPLACEMENT PAVEMENT AND QUALITY ASSURANCE TESTING AT NO ADDITIONAL COST TO THE OWNER. 4" COMPACTED AGGREGATE, NO. 53 COMPACTED SUBGRADE DETAIL HEAVY DUTY ASPHALT PAVEMENT N.T.S. A 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, AGGREGATE SOURCE, 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 GRAVITY FOR SURFACE COURSE AND 90 TO 96.9% FOR INTERMEDIATE COURSE. REMOVE AND REPLACE MATERIAL PLACED OUTSIDE OF SAID RANGES. PROVIDE REPLACEMENT PAVEMENT AND QUALITY ASSURANCE 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 A RATE OF 0.10 GAL PER SQ. YD. 8" COMPACTED AGGREGATE, NO. 53 COMPACTED SUBGRADE, INDOT DETAIL N.T.S.B LIGHT DUTY ASPHALT PAVEMENT 8"FOR ELEVATION SEE SITE PLAN 2'-0"6" EXISTING ASPHALT PAVEMENT LIGHT BROOM FINISH 8" THICK CONCRETE SLAB 6" INDOT ITEM 301 AGGREGATE BASE COMPACTED SUBGRADE, PER SPECIFICATION SECTION 31 00 00 NOTES: 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), EXCEPT MOISTURE LOSS NOT TO EXCEED 0.40 KG/SQ M. IN 72 HOURS. COMPOUND SHALL COMPLY WITH EPA'S VOC 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 40 B. PROSOCO - SALTGUARD WB C. HULS AMERICA INC. - CHEM-TRETE BSM 40 D. MASTER BUILDERS INC. - MASTERSEAL SL 40 E. LYMTAL INTERNATIONAL - ISO-FLEX 618-50 WB F. BASF - ENVIROSEAL 40 OR HYDROZO SILANE 40 G. TEX-COTE - RAINSTOPPER RS140 5. IF CONCRETE INSTALLED OCTOBER-MARCH, WAIT UNTIL APRIL-SEPTEMBER TO APPLY PENETRATING SEALER. IF SCHEDULE DOES NOT ALLOW FOR APPLICATION OF SEALER, PROVIDE CREDIT FOR NON-PERFORMANCE. DETAIL HEAVY DUTY CONCRETE SLAB N.T.S.G 10"3'-0" (MIN.) 5'-0" (MIN.) 12" SIGN FACE DETAIL PARKING SIGNS N.T.S.C CONCRETE FOUNDATION ISOLATION JOINT PER DETAIL E/C1.2 WHEN PLACED ADJACENT TO CONCRETE PAVEMENT OR WALK CONCRETE OR ASPHALT PAVEMENT SECTION CONCRETE FOOTER, SLOPE TO DRAIN SQUARE ALUMINUM TUBE POST, 2"X2", 0.063 THICK PARKING RESERVED VAN ACCESSIBLE 12" 18" 6" IN GRASS IN PAVEMENT NOTES: 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 PARKING SIGN PER INDOT STANDARD SIGN R7-8A VAN ACCESSIBLE PARKING SIGN A DD/4 MINIMUM DEPTH 1/8" WIDE CONCRETE SLAB AGGREGATE BASE COMPACTED SUBGRADE NOTES: 1. PLACE CONTROL JOINTS WITHIN 8 HOURS OF CONCRETE PLACEMENT AND AT LOCATIONS INDICATED ON THE STAKING PLAN. IF JOINTS ARE NOT SHOWN ON STAKING 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). DETAIL SAW CUT CONCRETE CONTROL JOINT- LONGITUDINAL OR TRANSVERSE N.T.S.D NOTES: 1. PLACE ISOLATION JOINTS WHERE NEW CONCRETE SLAB ABUTS STRUCTURES OR FIXED 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 JOINT SEALANT, 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" THICK UNLESS OTHERWISE NOTED, CERAMAR FLEXIBLE FOAM EXPANSION JOINT BY W.R. MEADOWS OR EQUAL MEETING THE REQUIREMENTS OF ASTM D 1752 SECTIONS 5.1 THROUGH 5.4. REFER TO SPECIFICATION SECTION 32 13 00. STRUCTURE OR FIXED OBJECT. JOINT SEALANT TOOLED EDGE 1/2" WIDE PRE-FORMED JOINT FILLER. PROVIDE 3/ 8" REMOVABLE JOINT CAP PER SPECIFICATION SECTION 32 13 00. CONCRETE SLAB AGGREGATE BASE COMPACTED SUBGRADE DETAIL CONCRETE ISOLATION JOINT N.T.S.E DETAIL INVERTED U MODEL BICYCLE RACK N.T.S.F "INVERTED U MODEL" BICYCLE RACK 1 7 8" O.D. PIPE (0.145" WALL) 18"36"EXISTING OR PROPOSED CONCRETE WALK/SLAB PROPOSED BICYCLE RACK ANCHOR ROD THROUGH HOLE IN BICYCLE RACK SET RACK AT A DEPTH OF 12" OR AS REQUIRED BY THE MANUFACTURER AND GROUT IN PLACE. 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"FINISH GRADE EXISTING OR PROPOSED GRANULAR BASE 07/13/22