36C24619B0027-010.pdf

General notes & Details 02/28/2019

652-19-107

NTS

CS-01

XXX500-00

Resurface Entrances & Courtyards

STAMPED AND COLORED CONCRETE CONCEPT

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AutoCAD SHX Text Approved: Chief, Engineering Srv.

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VAMC, RICHMOND, VA.

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AutoCAD SHX Text GENERAL NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENT AND CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENT AND EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 2. CONTRACTOR SHALL STAGE EQUIPMENT AND MATERIALS IN A CONTRACTOR SHALL STAGE EQUIPMENT AND MATERIALS IN A DESIGNATED AREA APPROVED BY COR. 3. ALL CONSTRUCTION WASTE WHTHIN THE PROJECT LIMITS SHALL ALL CONSTRUCTION WASTE WHTHIN THE PROJECT LIMITS SHALL BE PICKED UP AND REMOVED DAILY AND DISPOSED OF OFF-SITE. 4. ENSURE SAFE PASSAGE OF PERSONS AROUND ALL AREAS OF ENSURE SAFE PASSAGE OF PERSONS AROUND ALL AREAS OF WORK. 6. ENTRANCES MUST BE ACCESSIBLE DURING CONSTRUCTION. ENTRANCES MUST BE ACCESSIBLE DURING CONSTRUCTION. CONTRACTOR IS TO PROVIDE PHASING PLAN TO MINIMIZE THE IMPACT TO THE VISITORS. 7. CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE/REPAIR ANY CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE/REPAIR ANY AREA DISTURBED AREA TO ORIGINAL CONDITION. 8. APPROXIMATE UTILITY LOCATIONS AND ELEVATIONS SHOWN ON APPROXIMATE UTILITY LOCATIONS AND ELEVATIONS SHOWN ON THE PLAN IS BASED ON UTILITY PLAN DATED 0CT 12, 1979. CONTRACTOR SHALL FIELD VERIFY LOCATION OF ANY UNDERGROUND UTILITIES PRIOR TO ANY CONSTRUCTION.

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STAMPED CONCRETE CONCEPT COLOR AND PATTERN

AutoCAD SHX Text STAMPED AND COLORED CONCRETE NOTES 1. CONTRACTOR IS TO INSTALL STAMPED CONCRETE PATTERN AND CONTRACTOR IS TO INSTALL STAMPED CONCRETE PATTERN AND COLOR SIMILAR TO THE EXISTING BRICK PAVERS IN THE COURTYARD AREA. HOWEVER, IN THE CENTER OF THE COURT YARD AREA TO BE INSTALLED WITH CONRETTE PATTERN AND COLOR CONTRASTING TO THE SURROUNDING TO DEFINE THE WALKWAY PATH TO THE ENTRANCES. (REFERENCE SOUTH MALL ENTRANCE PHOTO) 2. SAMPLE CONCRETE PATTERN AND COLOR IS PROVIDED FOR SAMPLE CONCRETE PATTERN AND COLOR IS PROVIDED FOR CONCEPT PURPOSE. CONCRETE PATTERN AND COLOR SHALL BE COORDINATED AND APPROVED BY THE COR.

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COMPACTED SUBGRADE

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4" GRADED AGGREGATE BASE, VDOT#21A

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4" THICK 3,500 PSI CONCRETE

AutoCAD SHX Text 1/2" PREFORMED EXPANSION JOINT, ASTM D-1751 OR D 1752. EDGE EACH SIDE W/ 1/8" RADIUS.

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STAMPED AND COLORED CONCRETE DETAIL

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NOT TO SCALE

AutoCAD SHX Text NOTES: 1. PROVIDE EXPANSION JOINTS AS SHOWN ON PLAN NOT MORE THAN 20'-25' PROVIDE EXPANSION JOINTS AS SHOWN ON PLAN NOT MORE THAN 20'-25' APART AND AT THE END OF EACH CONTIGUOUS POUR. 2. PROVIDE CONTRACTION JOINTS (SCORE LINES) AS SHOWN ON PLAN AT 2" PROVIDE CONTRACTION JOINTS (SCORE LINES) AS SHOWN ON PLAN AT 2" DEPTH AT INTERVAL MATCHING WIDTH OF SIDEWALK BUT NOT MORE THAN 10' APART. 3. PROVIDE EXPANSION JOINTS WHERE POUR MEETS EXISTING CONCRETE PROVIDE EXPANSION JOINTS WHERE POUR MEETS EXISTING CONCRETE PAVING. 4. EXPANSION JOINTS TO BE RECESSED 1/4" BELOW SURFACE OF SIDEWALK. EXPANSION JOINTS TO BE RECESSED 1/4" BELOW SURFACE OF SIDEWALK. 5. UNLESS OTHERWISE SHOWN ON PLAN, CONTRACTOR TO SUBMIT LAYOUT OF UNLESS OTHERWISE SHOWN ON PLAN, CONTRACTOR TO SUBMIT LAYOUT OF PROPOSED CONTRACTION AND EXPANSION JOINTS FOR APPROVAL PRIOR TO POURING CONCRETE.

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CONTRACTION JOINT (SCORE LINE) EDGE EACH SIDE W/ 1/8" RADIUS.