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HomeMy WebLinkAbout04080010.2EX S' TOOLED CONTROL JTS. 1/8" WIDE AND MIN. 1/4 OF SLAB DEPTH APPLIED ANTI- SPALLING COMPOUND 6" THICK CONCRETE SLAB W 2 LAYERS OF 6X6, 6/6 WWF REINFORCEMENT W/ BROOM FINISH. CONTROL JTS. 0 12' -0" O.C. & JTS. 0 40' -0" O.C. MAX. SEE DETAIL 4, G1.0 1 NOTE: CONTROL JTS. & EXPANSION JTS. SPACING MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. 1" SAND LEVELING COURSE 24 "x1/2" DIA. SMOOTH BAR SEE PLAN FOR ASPHALT OR CONCRETE ®18 "O.C. GREASE AND JUNCTION. SEE THIS DETAIL AND DETAIL 2 1/2" PREFORMED EXPANSION DOWELL CAP W /BARSTOP G1.0 FOR MORE INFORMATION.? JOINT W /SELF - LEVELING F © BOTH ENDS SEALANT IN TOP 1/2" LIGHT BROOM FINISH TYPICAL UNLESS NOTED OTHERWISE 2" TOOL JOINT � j(� 2" TOOL JOINT 4" TOOL JOINT I I I/ I i i 2" TOOL JOINT 6" SLABS AS NOTED SHALL ALSO BE REINFORCED WITH #3 BAR ® 12" EACH WAY. 1 6" DUMPSTER SLAB DETAIL NTS IN AREAS WHERE NEW CONCRETE ABUTTS EXISTING CONCRETE ONLY, DRILL OLD SLABS AND DOWEL NEW AND OLD SLABS. INSTALL EXPANSION JOINTS AT JUNCTION OF NEW AND OLD CONCRETE SLABS. SEE DETAIL 4 G 1.0 FOR ADDITIONAL INFORMATION. 6X6 WWF REINFORCEMENT SEE DETAIL 1 G1.0 4" OR 6" SEE PLAN - 45' J, N #5 BAR CONTINUOUS 8" EXIS. ASPHALT SURFACE -COURSE EXIS. ASPHALT BINDER COURSE AGGREGATE BASE CONCRETE SLAB @ PAVING i NTS 4" TOOL JOINT TYP LIGHT BROOM FINISH TYP. UNLESS NOTED OTHERWISE EXPANSION JOINT CONTROL JOINT 1/8" 'WIDE TITAN. TOOLED CONT. JOI AND 1/4 OF SLAB DEPTH EDGE CONDITION - 4 TYPICAL CONCRETE JOINT DETAILS NTS 6" 0 STL. PIPE CONC. FILLED PAINT EXPOSED SURFACE OF PIPE W/2 COATS OF o YELLOW PAINT. SLOPE CONC. AWAY FROM PIPE FOR DRAINAGE. FINISH �1 vi" GRADE 1/2" EXPANSION JOINT REQ'D. WHEN BOLLARD IS SET IN CONCRETE. PAINT IMBEDDED o SURFACE W/2 COATS OF RUST INHIBITING M 6" 6„ PAINT. 4" L1. -6 "Jt 5 6" PIPE BOLLARD NTS USE BASKET WfTH BACK GAURD FLAP FOR CURB INLET TYPES TO PREVENT OVER �• TOPPING GRATE EXISTING GRATE 1,4 3 CONCRETE SURFACE DETAIL NTS PLAN NOTES INLET FILTER BASKET CV co m Q W Z SAWCUT AND REMOVE EXISTING ASPHALT PAVING IN ITS ENTIRETY, EXISTING LOAD BEARING UP W ° J a X ROUND �� ETA D Z (D INCLUDING AGGREGATE BASE WITHIN UMIT LINES OF NEW OR CONCRETE STRUCTURE INSTALLATION: � REMOVE � °EtN{ cf)� Ex_ °CONC ° ° FUEL T.C- = TRAP 9ti. UM >- _ IMPROVEMEN TS AS NOTED OR REQUIRED AND DISPOSE OF OFFSITE. 2. DROP INLET PROTECTION Z V W Ex - EX. TEL PUM °� l ° ° ° ° ° 'N� 12� P`� '� Q oa 2 NEW CONCRETE AND EXISTING ASPHALT PAVING JUNCTION. SEE BASKET ONTO LOAD NG UP OF CASTING ANXC V EX. FUEL PUMP CABLE W DETAIL 2 G1.0. 0� �� 'E'i''''' c" -{- -° x`. r_` '' ° ae -' NEW CONCRETE AND EXISTING CONCRETE SLAB JUNCTION. SEE BASlS OF DESIGN: STRUCTURE _� DE?AIL 2 G1.o. FLEXSTORM SYSTEM 3. REPIACE GRATE � EX. VENT PIP ��._ E O 6" REINFORCED CONCRETE SLAB, SEE DETAIL 1, SHT. G1.0. INLET AND PIPE PROTECTION 24137 W. 111TH ST - UNITA & „ Fm ° \\ - . r O TYPICAL EXPANSION JOINTS. REFER TO DETAIL 3,4, SHT. Gl.o. NAPERVILLE, IL 60564 PHONE: (866) 287 -8655 GONG EX. GRASS \ �, _� O TYPICAL CONTRACTION JOINTS. REFER TO DETAIL 3,4, SHT. G1.0. FAX: (630) 355 -3477 X. CABLE NOR www.flexstorminietfilters.com EXISTING INLET /CATCH BASIN __..._.. 0 STOOPS, SEE STRUCTURAL PLANS OR APPROVED EQUAL O8 6' DIA. PAINTED CONCRETE FILLED STEEL PIPE BOLLARD. SEE DETAIL 5, SHT. G1.1. EXISTING STORY LINE T 0 MEET EXISTING GRADES FLUSH. 6 INLET PROTECTION BASKET NORTH OVERALL LAYOUT PLAN SCALE: 1' = 20' -0' NO SCALE GENERAL NOTES THE SITE SHALL BE STRIPPED OF EXISTING IMPROVEMENTS AS REQUIRED IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY REMOVAL OF EXISTING CONCRETE OR OTHER PAVED AREAS INDICATED ON THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES AS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH SAW CUT THE EDGES OF PAVED AREAS CLEAN, NEAT AND TRUE TO LINE WHETHER NOTED OR NOT TO CONSTRUCT AND INSTALL NEW IMPROVEMENTS. AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, THE PLANS SHALL INCLUDE ALL AGGREGATE BASE MATERIALS. AREAS TO BE SPECIFIED OR AS REQUIRED DURING DEMOLITION. EXISTING U11UTY COMPANY AND OR AGENT WHO IS RESPONSIBLE TO REMOVE OR SO NO UNWANTED CHIPPING OR BREAKING OF EXISTING PAVEMENT TO ALL THE REMOVED MATERIALS SHALL BE REMOVED FROM THE SITE BY THE DUMPED, SPILLED OR WIND BLOWN FROM THIS SITE ONTO OTHER SITES, REMOVED SHALL BE SAW CUT CLEAN, NEAT AND TRUE TO UNE. REMOVE ALL EROSION CONTROL SAW BE REPAIRED AND MAINTAINED UNTIL RELOCATE EACH EXISTING UTILITY. IT FURTHER SHALL BE THE RESPONSIBILITY REMAIN WILL OCCUR. GENERAL CONTRACTOR OR SUBCONTRACTOR. SEE ELECTRICAL AND UTILITY RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, NONORGANIC MATTER THAT WOULD INTERFERE WITH THE GROWTH OF TURF REQUIRED TO BE REMOVED FOR CONSTRUCTION. OF THE CONTRACTOR TO BEAR THE COST FOR THE REMOVAL, TERMINATION OR PLANS FOR ADDITIONAL REQUIRED DEMOLITION WORK. YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY OR PLANT MATERIAL RELOCATION OF UTILITIES IF THE RESPONSIBILITY IS NOT COVERED BY THE ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF FINISH PAVEMENT REMOVAL OF THE EXISTING IMPROVEMENTS SHALL BE AS NOTED ON IF NECESSARY. THE CONTRACTOR SHAD REDUCE THE AIRBORNE DUST DURING THE ENTIRE DEMOLITION SCHEDULE WATER MAY BE USED AS A ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT IT IS THE CONTRACTOR'S RESPONSIBLITY TO NOTIFY ALL THE UTILTY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE DEMOLITION IS TO U11UTY COMPANY. OR FACE OF CURB UNLESS OTHERWISE NOTED. THE PLANS OR AS REQUIRED BY THE PROJECT. THE MATERIALS REDUCER. STANDARDS AND SPECIFICATIONS OF THE FIDEREAL, STATE, COUNTY, CITY START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL THE CONTRACTOR SHALL BE RESPONSIBILE TO PROVIDE AT HIS ALL DIMENSIONS ARE PARALLEL AND PERPINDICULAR TO THE BASE LINES, REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A PROPER AND OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION OR CONTROL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE EXPENSE ALL AUTOMOBILE AND PEDESTRAIN TRAFFIC CONTROL DEVICES PROPERTY LINES AND OR BUILDING LIVES OTHERWISE NOTED. LEGAL MANNER PER FEDERAL, STATE, AND OR LOCAL LAWS AND ORDINANCES. THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO COMMENCEMENT Of DEMOLITION OPERATIONS. NO DEMOLITION, GRADING OR OTHER WORK SHALL THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED DIMENSIONS APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. COMMENCE WITHIN EASEMENTS OR ON ADJACENT PROPERTIES UNTIL A AND ELEVATIONS MJ THE FIELD PRIOR THE START OF CONSTRUCTION. THE AROUND OR OVER EXISTING UTILITIES THE CONTRACTOR MUST NOTIFY � THE UTILITY COMPANY SO A REPRESENTNE OF THE UTILITY MAY BE IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION AND EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL COORDINATION MEETING HAS BEEN HELD BETWEEN THE CITY, SCHOOL CORP. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING DEPTHS Of ALL EXISTING UTILITIES AND THE LOCATION OF THE ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL JOINTS AND SHALL TRANSFORMER, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, REPRESENTATIVE, ARCHITECT AND ADJACENT PROPERTY OWNERS. ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY THE EXCAVATION. TERMINATION POINTS OF EXISTING UTILITIES REMAINING FOLLOWING THE NOT EXCEED 10' -0' MAXIMUM. EXPANSION JOINT'S SHAM NOT EXCEED LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO DISCREPENCIES ARE FOUND ON CONSTRUCTION PLANS FROM THE SURVEY BUILDING DEMOLITION WORK. ANY UTILITIES IN CONFLICT WITH NEW 30' -0' MAXIMUM. CONTROL JOINTS IN CURBS MAY BE SAW CUT WITHIN REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A E / IT THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO IMPROVEMENTS SHALL BE RELOCATED AS INDICATED OR AS REQUIRED. 24 HOURS AFTER THE CURBS ARE POURED. DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT IMMEDIA7IJ:Y. IF ANY DISCREPENCIES ARE FOUND ON THE SURVEY PLAN OBTAIN ALL FEDERAL, STATE, COUNTY, CITY, AND LOCAL PERMITS FOR SEE SITE ELECTRICAL AND SITE UTILITIES FOR ADDITIONAL INFORMATION. OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES ON AND AROUND THIS SITE THE LOCATIONS AND SIZE OF THESE UTILITIES ARE APPROXIMATE. THIS INFORMATION WAS GATHERED OR FROM THE ACTUAL FIELD CONDInONS THE CONTRACTOR SHALL CONTACT ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THIS SHALL ALL CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN ALL CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO EXCEED A MAXIMUM SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL SUPPUED FROM OTHERS AND USED BY THE ARCHITECT AND OR THE A/E IMMEDIATLEY FOR INSTRUCTIONS. FAILURE BY THE CONTRACTOR TO INCLUDE ALL SUBMITTALS AS REQUIRED INCLUDING STORMWATER RUNOFF AND AROUND EXISTING UTIUTY UNES AND EQUIPMENT. ACTUAL FIELD SLOPE OF 1' IN 20' UNLESS NOTED OTHERWISE FOR RAMPS. CONTROL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, ENGINEER AND MAY NOT BE ACTUAL THE ARCHITECT AND OR ENGINEER NOTIFY THE E OF DISCREPENCIES PRIOR TO START OF CONSTRUCTION '� CONTROL (RULE 5). THE CONTRACTOR OR CONTRACTORS ARE LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS • JOINTS SHALL NOT EXCEED A MAXIMUM OF 10 -0 O.C. AND EXPANSION CITY OR LOCAL AGENCIES. MAY NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY SHALL NOT REUEVE THE CONTRACTOR OF THE RESPONSIBILITIES TO RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL RESPONSIBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTNE JOINTS 40'- 0'O.C. MAXIMUM UNLESS NOTED OR INDICATED OTHERWISE ON INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. CONSTRUCT THE NEW IMPROVEMENTS AS INTENDED BY THE CONTRACT AGENIES MENTIONED ABOVE UNLESS OTHERWISE NOTED BY THE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY PLANS DOCUMENTS. CONTRACT OR SPECIFICATIONS. LOCATING COMPANY PRIOR TO THE START OF DEMOLITION ACTIVITIES. CV co m Q O Q J J ul O E / s O � 3 3 ti� o� pmmmo O co 00 M S c6 N X Lu V D m m W o v W F W W Q O r 0 WESTSIDE TRANSPORTATION CENTER 211118.00 W Z W J o Z (D Q OE== cf)� Z Z O >- in Z V W W Q oa v V V W O Q J J ul O E / s O � 3 3 ti� o� pmmmo O co 00 M S c6 N X Lu V D m m W o v W F W W Q O r 0 WESTSIDE TRANSPORTATION CENTER 211118.00