STUDIO GC DRAWINGS
GENERAL NOTES 4700 S Ravinia Ave, Orland Park, IL 6046 DRAWING INDEX. BEFORE BEGINNING WORK AT THE SITE AND THROUGHOUT THE COURSE OF THE WORK, INSPECT AND VERIFY THE LOCATION AND CONDITION OFEVERY ITEM AFFECTED BY THE WORK UNDER THIS CONTRACT AND REPORT DISCREPANCIES TO THE ARCHITECT BEFORE BEGINNING WORK. PROTECT EXISTING WORK TO REMAIN FROM DAMAGE. VIDEOTAPE/ PHOTOGRAPH EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. GC WILL REPAIR/ REPLACE ITEMS DAMAGED CAUSED BY WORK UNDER THIS CONTRACT AS NECESSARY AT NO ADDITIONAL EXPENSE TO OWNER REPAIR, PATCH, AND FINISH, OR REFINISH AS APPLICABLE, TO MATCH ADJACENT EXISTING FINISHES, THOSE EXISTING SURFACES DAMAGED OR NEWLY EXPOSED DURING PERFORMANCE OF THE WORK UNDER THIS CONTRACT.. WHERE MATCH EXISTING IS INDICATED, NEW CONSTRUCTION OR FINISHES, AS APPROPRIATE TO THE NOTE, SHALL MATCH THE EXISTING IN EVERY PARTICULAR. 4. COORDINATE EXTENT OF DEMOLITION REQUIRED WITH NEW WORK PLANS 5. SHOULD DISCREPANCIES APPEAR AMONG THE CONTRACT DOCUMENTSOR BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION FROM THE ARCHITECT BEFORE BIDDING. IF THE CONTRACTOR FAILS TO MAKE SUCH REQUESTS, IT IS PRESUMED THAT BOTH PROVISIONS WERE INCLUDED IN THE BID, AND THE ARCHITECT SHALL DETERMINE WHICH OF THE CONFLICTING REQUIREMENTS SHALL GOVERN. THE CONTRACTOR SHALL PERFORM THE WORK AT NO ADDITIONAL COST TO THE OWNER IN ACCORDANCE WITH THE ARCHITECT'S DETERMINATION. WHERE CONFLICTS EXIST BETWEEN OR WITHIN CONTRACT DOCUMENTS OR BETWEEN THE CONTRACT DOCUMENTS AND APPLICABLE STANDARDS, CODES, ORDINANCES, OR MANUFACTURER'S RECOMMENDATIONS, AND CLARIFICATION HAS NOT BEEN REQUESTED FROM THE ARCHITECT PRIOR TO BIDDING AS PROVIDED ABOVE, THE MORE STRINGENT OR HIGHER QUALITY STANDARDS SHALL PREVAIL. LARGE SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS, FIGURED DIMENSIONS ON THE DRAWINGS OVER SCALED DIMENSIONS, AND NOTED MATERIAL OVER GRAPHIC REPRESENTATIONS. 6. THE CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS WHICH ANY SECTION OR PART OF THE DRAWINGS OR CONDITIONS REQUIRE HIM TO PROVIDE, REGARDLESS OF WHETHER SUCH REQUIREMENT IS OR IS NOT FAITHFULLY REPEATED IN OTHER PARTS OF DOCUMENTS THEREOF TO WHICH THE PROVISIONS MIGHT BE APPROPRIATE. VERIFY W/ OWNER ITEMS TO BE SALVAGED AND RETURNED TO OWNER. ALL ITEMS TO BE SALVAGED SHALL BE CAREFULLY REMOVED SO AS TO ALLOW FOR REUSE. 7. CONTRACTOR SHALL COORDINATE MAINTAIN ACCESS TO THE BUILDLING AT ALL TIMES. CONTRACTOR SHALL SUBMIT A PHASING PLAN ILLUSTRATING SEQUENCING AND PROCESS FOR MAINTAINIG ACCESSBILE AND EMERGENCY EGRESS EXITS 8. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD SHEET NUMBER SHEET NAME T.00 TITLE SHEET AD.00 PLAZA DEMOLITION PLAN AP0.0 PHASING PLAN AP.0 GEOMETRY PLANS PAVER DETAILS AP.00 PLAZA PLANS REF TITLE SHEET KEY PLAN " = 60'-0" SCOPE OF WORK 700 T.00 COPYRIGHT 09, STUDIOGC, INC.
PLAZA PLAN-DEMOLITION /" = '-0" ASPHALT CRUSHED STONE BASE AD.00 CONCRETE SLAB ON GRADE SOG CRUSHED STONE BASE Sim 4 CONCRETE WALKS NOT IN SCOPE DEMOLITION KEY NOTES - DENOTED REMOVE EXISTING ASPHALT AND SUB BASE REMOVE TOPSOIL TO ACCOMODATE NEW WORK. DEMOLISH SLAB FOR NEW TRENCH DRAIN 4 DEMOLISH AS REQUIRED FOR NEW STORM CONNECTION SEE GEOTECHNICAL REPORT FOR DEPTHS BORING C-6 AND C-7 EXISTING - AT BAND /4" = '-0" PLAZA DEMOLITION PLAN 700 AD.00 COPYRIGHT 09, STUDIOGC, INC.
CALL J.U.L.I.E.: SUPERVISION AND DUST PROTECTION NOTES CALL JULIE -800-89-0 WITH THE FOLLOWING:.) ALL CONTRACTORS AND SUBCONTRACTORS MUST BE LICENSED TO WORK IN THE STATE OF ILLINOIS AND MUST PROVIDE OWNER (SCHOOL DISTRICT) WITH COPIES OF SAID LICENSES. COUNTY TOWNSHIP NAME OR NO SECTION NO. 48 HOURS BEFORE YOU DIG (TWO WORKING DAYS).) ALL GENERAL CONTRACTORS TO PROVIDE A FULL-TIME ON SITE LABORER TO MAINTAIN THE JOB SITES AND THE INTEGRITY OF THE DUST CONTROL SYSTEMS..) EQUIPMENT A. FIRE EXTINGUISHERS: PORTABLE, UL RATED; WITH CLASS AND EXTINGUISHING AGENT AS REQUIRED BY LOCATIONS AND CLASSES OF FIRE EXPOSURES MINIMUM ONE ENTRY MUST REMAIN OPEN DURING OPERATIONAL HOURS THIS ENTRANCE MUST REMAIN OPEN WHILE EAST ENTRY IS OBSTRUCTED DURING SIDEWALK REPLACEMENT PHASE PHASE PHASE EXISTING SIDEWALK TO REMAIN, PROTECT MAINTAIN ACCESSIBLE (ADA) EGRESS FROM STAIRS AT ALL TIMES 5' TEMPORARY CHAINLINK FENCING TO BE MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION ADJUST PER PHASING REQUIREMENTS PHASING PLAN PLAZA PHASING PLAN /" = '-0" 700 AP0.0 COPYRIGHT 09, STUDIOGC, INC.
() BRICK WIDTH MIN AT CORNERS, ADJUST SIZING TO MINIMIZE SLIVERS GREEN # PAVER GREEN # PAVER WHITE PAVER GRAY # PAVER GRAY # PAVER GRAY # PAVER BLACK BORDER PAVERS RED PAVER TAN PAVER SITE LEGEND: RED PAVER EXISTING/BASIS OF DESIGN: ASTM C90 & C7 SPECIFICATIONS. ENDICOTT COLOR: COPPERTONE -WIRECUT SIZE: 4" X8" NOMINAL (.75" X.75" X.75" ACTUAL) PATTERN: HERRINGBONE TAN PAVER BASIS OF DESIGN: UNILOCK UMBRIANO COLOR: SUMMER WHEAT SIZE: 4" X8" NOMINAL (.875" x 7.875" x.75" ACTUAL) PATTERN: RUNNING BOND NOTE: PLAN KEY NOTES LOGO PAVERS TO MATCH VILLAGE COLORS BASIS OF DESIGN: PAVEART CONTACT: MIKE BULL T:856.78.7000 DIRECTION OF LONG AXIS OF PAVER. COMPRESSIBLE FILL AT ALL WALLS AND CONCRETE WALK JOINTS.. VILLAGE HAS 00 OF THE THE COPPERTONE PAVERS FOR CONTRACTOR USE, ADDITIONAL IS CONTRACTOR RESPONSIBILITY.. PROVIDE 5% ATTIC STOCK OF ALL PURCHASED MATERIALS. 4. VILLAGE WILL PROVIDE BRICK FOR MASONRY REPAIR AND WILL DELIVER TO SITE LOGO AREA /6" = '-0" AP.00 AREA OF MASONRY RESTORATION - SEE DETAIL 4/ DETAIL / OVER COMPACTED CA-6 NEW DRAINAGE TRENCH SEE DETAIL /AP0 4 EXTEND IN 6" SCH-80 PVC PIPE BELOW WALK TO NEARBY STORM DRAIN. CONECT INTO BASIN INSTALL CLEANOUT TAN PAVER, RED PAVER, Sim Sim 4 PLAZA PLANS PLAZA PLAN /" = '-0" 700 AP.00 COPYRIGHT 09, STUDIOGC, INC.
8' - 6" 0' - " GENERAL NOTES - SITE PLAN 8' - 6" 0' - 5" 0' - 6" 0' - 4" 0' - " R 5' - 6" R 7' - 9". CONTRACTOR TO VERIFY ALL EXISTING VISIBLE SITE CONDITIONS WHICH MAY REQUIRE SPECIFIC ATTENTION OR COORDINATION.. CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGED SIDEWALKS, CURBS, OR PAVING TO REMAIN IN PLACE.. NO EXCAVATIONS ARE TO BE LEFT OPEN TO FOUL WEATHER, RAIN, SNOW, ETC. WHICH WOULD NECESSITATE FURTHER EXCAVATION AND ADDITIONAL SUB GRADE MATERIALS. 4. CONTRACTOR TO PROTECT NEW AND EXISTING TREES AND LANDSCAPING. CONTRACTOR RESPONSIBLE FOR RESTORING THE SAME. 5. EXISTING TREES IN THE WAY OF NEW CONSTRUCTION THAT CAN BE SUCCESSFULLY TRANSPLANTED OR RELOCATED SHOULD BE DONE. CONSULT ARCHITECT FOR NEW LOCATIONS. 6. CONTRACTOR TO SOD ALL GRASS AREAS ALONG NEW BUILDING PERIPHERY WHICH MAY BE DAMAGED DUE TO CONSTRUCTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING ALL SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS AND QUANTITIES AS REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. THE CONTRACTOR WILL NOTIFY THE CONSTRUCTION MANAGER IN WRITING OF ANY DISCREPANCIES OR CHANGES REQUIRED TO COMPLETE THE WORK BEFORE ANY ACTION MAY BE TAKEN. ALL CHANGES OR CHANGE ORDERS MUST BE APPROVED BY THE CONSTRUCTION MANAGER AND OWNER BEFORE ANY CHANGES ARE EXECUTED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PRIVATE UTILITIES EVEN THOUGH THEY MAY NOT BE SHOWN ON THE PLANS. ANY UTILITY DAMAGED DURING THE CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE. NO TREE SHALL BE PLANTED WITHIN 0 LATERAL FEET OF ANY OVERHEAD UTILITY WIRE OR WITHIN 5 LATERAL FEET OF ANY UNDERGROUND WATERLINE, SEWER LINE, TRANSMISSION LINE OR OTHER UTILITY. 0. ALL NECESSARY SITE WORK PERMITS AND LICENSES SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK.. CONTRACTOR SHALL COMPLY WITH ALL CONSTRUCTION AND DEMOLITION REQUIREMENTS PER THE AUTHORITY HAVING JURISDICTION.. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WITH SCOPE OF NEW WORK.. CONTRACTOR SHALL COORDINATE REMOVAL, AND CAPPING, OF ALL UTILITIES WITH ALL NEW WORK UNUSED UTILITIES SHALL BE REMOVED AND CAPPED AT PROPERTY LINE. 4. CONTRACTOR TO PROVIDE NECCESARY TEMPORARY FENCING IN ACCORDANCE TO VILLAGE REQUIREMENTS AND SPECIFICATIONS. LOGO AREA - GEOMETRY /4" = '-0" 76 705 76.705 76 56 76.665 76.5 76 665 76.665 76 7 76.5 76 667 76.79 76 79 "VALLEY" FOR PAVER SLOPE, 76 75 76 647 76 57 76 569 76 545 76 567 76.647 76 5 76.455 76 455 76 497 76 49 76 504 76 46 76.8 76 8 76 5 76 94 76.94 76.0 76.64 76 490 76 40 7 76 476 76 6 67 76.476 76.6 76 9 76.9 76 74 76.0 76.0 76 76 6 76 7 TO COLUMN,. 76 80 76 76.408 76 408 76 07 76 70 76 90 76.70 76.0 76.4 76 4 76 4 76 64 TO COLUMNS, 76 076 5 76 50 76 59 TOPO-ELEVATION, 76 96 AP.0 FOR LOGO 76 00 76 8 76 4 GEOMETRY PLANS PLAZA GEOMETRY PLAN /" = '-0" 700 AP.0 COPYRIGHT 09, STUDIOGC, INC.
PAVERS POLYMERIC JOINT FILL SAND SETTING BED EXISTING PCC BASE GEOTEXTILE FABRIC PAVERS POLYMERIC JOINT FILL SAND SETTING BED EXISTING PCC SLAB AGGREGATE BASE NEW "x" DEEP DRAINAGE CORES @ 4" O.C GRAVEL FILLED DRAINAGE SOCK PAVER OVER PCC /4" = '-0" PAVERS POLYMERIC JOINT FILL SAND SETTING BED EXISTING PCC BASE NEW TRENCH CUT AT LOCATIONS INDICATED. CA-7 ENCASED IN FILTER FABRIC PAVERS SECTION /4" = '-0" COMPRESSIBLE FILL EPOXY CONCRETE PATCH AS REQUIRED CORE AT ' ON CENTER FILL WITH CA-7 AND WRAP WITH FABRIC REPAIRED BRICK EXTENT TO BE VERIFIED BY GC AT BID TIME OPEN HEAD JOINT SAND INFILL TO ABOVE PAVER LEVEL 6" DIA. PERF. DRAINAGE TILE WRAPPED IN FILTER FABRIC PAVER OVER PCC AT DRAIN TRENCH BRICK REPAIR 4 /4" = '-0" /4" = '-0" KEY PLAN PAVER DETAILS 700 COPYRIGHT 09, STUDIOGC, INC.